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1999-5874 IP T Y O F E N C I N I T' C I �NEgRING SERVICES DEPARTN. 505 S. VULCAN AVE. ENCINITAS, CA 92024 IMPROVEMENT PERMIT PERMIT NO.: 5874II PARCEL NO. : 259- 320 -0200 PLAN NO.: 5874 -I JOB SITE ADDRESS: OAKCREST COMMUNITY CENTER APPLICANT NAME CITY OF ENCINITAS MAILING ADDRESS: 505 VULCAN AVE. SOUTH PHONE NO.: 760- 633 -2740 CITY: ENCINITAS STATE: CA ZIP: 92024- CONTRACTOR : KPRS CONSTRUCTION SERVICES INC. PHONE NO.: 714- 672 -0800 LICENSE NO.: 751130 LICENSE TYPE: B INSURANCE COMPANY NAME: SCOTTSDALE INSURANCE COMPANY POLICY NO. : CLS0541749 POLICY EXP. DATE: 1/29/01 ENGINEER : COMMUNITY SERVICES DEPARTMENT H N 760-633 -2746 PERMIT ISSUE DATE: 7/31/00 PERMIT EXP. DATE: 1/29/01 PERMIT ISSUED BY: INSPECTOR: TODD BAUMBACH ------------------- - - - - -- PERMIT FEES 6 DEPOSITS ------------- --- -- -- -- - - - - -- 1. PLAN CHECK FEE .00 4. INSPECTION DEPOSIT: .00 2. INSPECTION FEE .00 5. SECURITY DEPOSIT 7,395,000.00 3. PLAN CHECK DEPOSIT: .00 CIP CMP96E ------------------ - - - - --- DESCRIPTION OF WORK ------------------------------- PRECISE GRADING- EARTHWORK: 9.9KCY C /10.1KCY IM /20KCY F, STORM DRAINAGE: 2,187LF PIPE /lEA INLET /4EA CO /20EA CB /lLS DITCH, SITE RETAINING WALLS: 4,131SF CMU /CIP, VEHICULAR /PEDESTRIAN WAYS: 105,753SF AC /1LS (PCC /GRAVEL /GRASSCRETE), DEMOLITION, PLANTING /IRRIGATION- 5892 -I, WATER -SDWD, SEWER - DES301, ALL FOR 39KSF COMMUNITY /SENIOR CENTER PER 98 -068 MUP /DR /CDP. - - -- INSPECTION ---------- - - - - -- DATE -- - - -- -- INSPECTOR'S SIGNATURE - - -- INITIAL INSPECTION FINAL INSPECTION ------------------------------------------------------------------------------- AS- BUILTS AND ONE YEAR WARRANTY RETENTION REQUIRED. I HAVE CAREFULLY EXAMINED THE COMPLETED PERMIT AND DO HEREBY CERTIFY UNDER. PENALTY OF PERJURY THAT ALL THE INFORMATION IS TRUE. S NATURE DATE SIGNED PRINT NAME TELEPHONE NUMBER CIRCLE ONE: I. OWNER 2. AGENT 3. OTHER COLTR G If r T Y O F E N C I N I T S L iNEERING SERVICES DEPARTV, 505 S. VULCAN AVE. ENCINITAS, CA 92024 ENCINITAS SANITARY DISTRICT SEWER CONSTRUCTION PERMIT PERMIT NO.: DES301 PARCEL NO. : 259- 320 -0200 PLAN NO.: ES -301 JOB SITE ADDRESS: OAKCREST COMMUNITY CENTER APPLICANT NAME CITY OF ENCINITAS MAILING ADDRESS: 505 VULCAN AVE. SOUTH PHONE NO.: 760 - 633 -2740 CITY: ENCINITAS STATE: CA ZIP: 92024- CONTRACTOR : KPRS CONSTRUCTION SERVICES INC. PHONE NO.: 714- 672 -0800 LICENSE NO.: 751130 LICENSE TYPE: B INSURANCE COMPANY NAME: SCOTTSDALE INSURANCE COMPANY POLICY NO. CLS0541749 POLICY EXP. DATE: 1/29/01 ENGINEER COMMUNITY SERVICES DEPARTMENT 0. - 633 -2746 PERMIT ISSUE DATE: 7/31/00 PERMIT EXP. DATE: 1/29/01 PERMIT ISSUED BY: PH INSPECTOR: TODD BAUMBACH ------------------- - - - - -- PERMIT FEES & DEPOSITS ---------------------------- 1. PERMIT FEE .00 4. INSPECTION DEPOSIT: .00 2. INSPECTION FEE .00 5. SECURITY DEPOSIT .00 3. PLAN CHECK DEPOSIT: 00 --- ------------- --- - - - - -- DESCRIPTION OF WORK ----------------- ------- - - - - - -- SANITARY SEWER FOR COMMUNITY /SENIOR CENTER INCLUDE 91OLF PVC PIPE: 270LF SIN /510LF 6I ES -283 @ PLUG ON PROPERTY LINE. WASTEWATER BUILDING SEWER SEPARATE. (PUBLIC FACILITY) CIP CMP96E. -- INSPECTION ---------- --- - -- DATE -- INITIAL INSPECTION FINAL INSPECTION PER 98 -068 MUP /DR /CDP TO V /130LF 4IN, CONNECT TO MAIN DISCHARGE PERMIT DEFERRED. IMPROVEMENT PERMIT 58741I. - - - - -- INSPECTOR'S SIGNATURE I HAVE CAREFULLY EXAMINED THE COMPLETED PERMIT AND DO HEREBY CERTIFY UNDER PENALTY OF PERJURY THAT ALL THE INFORMATION IS TRUE. rf:A = li�.it PRINT NAME i( -cx-) DATE SIGNED 76o 4,cg sal TELEPHONE NUMBER rTRrT.R ONFt 1 OWNFR 9. AnFNT 3 nTHFR c r- ,.A.Tk✓le,l re-K, A Tvuutg of ,�$ttxc Piesn DEPARTMENT OF ENVIRONMENTAL HEALTH GARY W. ERaECK Land and Water Quality Division DIRECTOR 5201 Ruffin Road, Suite C San Diego, CA 92123 (619) 565 -5173 FAX (619) 694 -3105 December 6, 1999 Kipp Hefner, Assistant Civil Engineer al U �1 City of Encinitas U 505 S. Vulcan Avenue DEC 1 Encinitas, CA 92024 Dear Mr. Hefner: RICHARD HAAS ASSISTANT DIRECTOR RE: ENCINITAS COMMUNITY & SENIOR CENTER AT OAK CREST PARK -DEH CONTROL # RW 0944 The reclaimed water irrigation plans for the above project have been received and reviewed by the County of San Diego Department of Environmental Health (DEH). The purpose of the review by DEH is to determine that the plans are in conformance with good public health engineering practices and rules and regulations as applied for the use of reclaimed water for landscape irrigation. DEH has the following comments regarding the plans, which must be complied with prior to approval from this Department: 1. Include DEH control #RW 0944 in one inch letters, vertically on the right hand comer of the title sheet. 2. Include the following note in the quick coupler detail: "Quick coupler valves shall be of a type approved for recycled water use. 3. Sign and date declaration of responsibility. 4. Show a typical "DO NOT DRINK" sign diagram. 5. Include recycled water notes numbers 20, 21 emergency contact name and number, 22, and 23. (see handout) 6. Show a typical cross - section of a recycled and potable line crossings. (see handout) 7. Indicate in the legend that mainline and lateral pipes for irrigation are pluple, 8. Show on the plans the location of any outdoor drinking fountains and any designated eating areas. Verify these areas are protected against contact with recycled water overspray, mist or runoff. "Environmental and public health through leadership, partnership and science 9. Indicate if existing irrigation will be on recycled or potable water. If using potable water, indicate how separation will be maintained between potable and recycled water lines. 10.This original correction letter should be included with notes on how corrections were accomplished when re- submitting plans for approval. Please note that approval of the plans by DEH includes the irrigation portions of the plans only and does not include any other portions. Please call me at (619) 694 -2548 if you have any questions. Since1 L( L RICHARD CARLSON, Environmental Health Specialist III Reclaimed Water /Cross Connection Land and Water Quality Division LETTER OF PERMISSION FOR OFF -SITE GRADING /IMPROVEMENTS Tax Parcel No. 259- 320 -04 Owner's Name: San Dieeuito Union High School District Owner's Address: SUBJECT: GRADING IMPROVEMENTS PROPOSED ON CITY OF ENCINITAS DRAWING NO.: 5891 -I We have reviewed the proposed work as shown on the City of Encinitas drawing no. 5691 -I. We hereby grant to the City of Encinitas (including City contractors, or representatives) to enter on the area of our property to perform the work, all as shown on the City of Encinitas drawing no. 5691 -I (MUP 98 -068). By: Date: 7 I6 By: Date: T Y O F E N C I N I T :NEERING SERVICES DEPARTI 505 S. VULCAN AVE. ENCINITAS, CA 92024 IMPROVEMENT PERMIT PERMIT NO.: 5891II PARCEL NO. : 259- 320 - 0200,259- 320 -0400 PLAN NO.: 5891 -I & JOB SITE ADDRESS: 1140 OAKCREST PARK DR. bid att APPLICANT NAME CITY OF ENCINITAS INSPECTOR: TODD BAUMBACH MAILING ADDRESS: 505 VULCAN AVE. SOUTH PHONE NO.: 760- 633 -2740 CITY: ENCINITAS STATE: CA ZIP: 92024- CONTRACTOR : SIERRA PACIFIC WEST INC. LICENSE NO.: 597852 INSURANCE COMPANY NAME: RANGER POLICY NO. GL0678439 ENGINEER COMMUNITY SERVICES PERMIT ISSUE DATE: 6/21/99 PERMIT EXP. DATE: 10/15/99 INSPECTOR: TODD BAUMBACH PHONE NO.: 760- 632 -0382 LICENSE TYPE: A INSURANCE COMPANY POLICY EXP. DATE: 10/15/99 DEPARTMENT PERMIT ISSUED ------------------- - - - - -- PERMIT FEES & DEPOSITS ONE 0 760- 633 -2746 BY: ----- ----------------- - - - - -- 1. PLAN CHECK FEE .00 4. INSPECTION DEPOSIT: .00 2. INSPECTION FEE .00 5. SECURITY DEPOSIT 413,609.08 3. PLAN CHECK DEPOSIT: .00 Capital Improvement Project CMP96E, coordinate with CFF96A & CMS98G. ------------------- - - - - -- DESCRIPTION OF WORK ---------------- --------- PUB IMPROVEMENTS FOR OAKCREST COMMUNITY CTR & OAKCREST JR HS TO INCLUDE REALIGN OF OAKCREST DR /FRONTAGE ON BALOUR DR: CLEAR &GRUB; EARTHWORK; VAR REMOVAL /PROTECT /REPAIR /RELOCATE; RD NEW: AC PAVEMENT /BERM /WALKWAY, PCC PAVEMENT / CURB /GUTTER /SIDEWALK /APPROACH /RAMP; DN NEW: INLET /PIPE /CLEANOUT /BOX; MONUMENT; LIGHTING; STRIPING /SIGNAGE; WALL; RECLAIMED /POTABLE W. Traffic control plan required prior to start of work. - - -- INSPECTION ---------- - - - - -- DATE -- - - - - -- INSPECTOR'S SIGNATURE - - -- INITIAL INSPECTION FINAL INSPECTION �gl�{ q} I} }�c}p{{}x}@�0i9cQD�4MJ�{.(refer to contract) I HAVE CAREFULLY EXAMINED THE COMPLETED PERMIT AND DO HEREBY CERTIFY UNDER PENALTY OF PERJURY THAT ALL THE INFORMATION IS TRUE. 6/3 /� SIG URE DATE SIGNED U 4GAl PRINT NAME TELEPHONE NUMBER contractor CIRCLE ONE: 1. OWNER 2. AGENT 3. OTHER apt F f '� 09815323581 -02 0320 1545 COPIES & ENLARGEMENTS CALL BW- 421 -1030 09815323581 -02 0320 1`40 CGPIES & ENLARGEMENTS CALL 800- 421 -1030 rl 09815323581 -02 0320 1543 COPIES & ENLARGEMENTS CALL 800 - 421 -1030 05815323581 -02 0320 1547 COPIES & ENLARGEMENTS CALL 800- 421 -1030 4 1. 09815323581 -02 0320 1546 COPIES & ENLARGEMENTS CALL 800 -421 -1030 6974 le 04315323581 -02 03220 1542 COPIES & DLAPCEMENTS CALL 800 -421 -1030 5874 h( 09815323581 -02 0320 1541 COPIES & ENLARGEMENTS CALL 800- 421 -1030 y I f �� .x � ,M,S r � 't �� �� 09815323581 -02 0320 1544 COPIES & ENLARGEMENTS CALL 800- 421-1030 SAN DIEGUITO WATER TO: Karen - Powell & Associates FROM: Victor R. Graves MEMORANDUM Date: April 20, 1999 SUBJECT: Hydraulic Analysis, Oak Crest Community Park Please perform a Hydraulic Analysis on the proposed water system for the Oak Crest Community Park. The pipeline system will need to meet fire flow requirements of 2500 gpm with 20 residual on maximum day with ultimate demands. This is a City of Encinitas Project and as usual, they need this info ASAP. Please accept this memo as authorization to proceed with a not -to- exceed cost of $1,000.00. If you have any questions, don't hesitate to call me at 633 -2848. Encl: Site Grading Plan, sheets 1 — 3 SDWD Atlas Map (11" x 17 ") Master Plan node map of area Master Plan pipeline map of area cc: Jeremy Riddle — Powell & Associates Greg Shields — City of Encinitas emorandum To: Victor Graves CC: Greg Shields From: Jeremy Riddle �Kr Date: 04/14/99 Re: OakCrest Park Drive Improvements (dwg. 5891 -I, MUP 98 -068) This memo serves to inform you of "water related" discussions we had regarding a coordination meeting with Tim Higgens (Burkett & Wong), Greg Shields, Dave Moore, and myself. The proposed 6" fire service line appeared inadequate (per Dave Moore) as it did not allow for two fire hydrants running at 2500 gpm (@ 20 psi) and the fire sprinkler system for the structure. This project is on a fast tack for approval, so Tim Iliggens was directed to provide a 10" line off the exiting 12" acp line. This project may be advertised this week. A change order may be done if warranted. Please provide verification that the 10" line is capable of serving the fire hydrants and sprinkler system for the project . If you have any questions please call me at (760) 633 -2839 1Rjr c: Greg Sheilds File m ,+ ri in �, p TA. +�Q -Ob _ . A j ! I I jglR Wj I 0 n � - � - SDRSD L)-2 - p � 2-+85.4 z ; • METER .._ � v z vi i _ �''� dR�RI�G CYCLEt� .lKA ,. STA. 2+ I �'• r... .. - � -n-r -k -.tom ,a. cc no _ p r., a •iX • _ I to o — w v+ - - 9a co rr W Lp ' r T D I �� STA. 3 +83.92 m I ' EIRE LINE x o+ ] ,, "` CANTT. ON 5874 -1 g I I F ; WEWAY 24 we { r pE RSD G-26 µ ; R _ di-W/ _ RP r n NE1N.2" . TABLE R SDWD DWG$; _3 P -5A z ! W 1.5' OTABLE.I 1 u _ I 790- 1 TO: Blair Knoll FROM: Victor R. Graves SAN DIEGUITO WATER MEMORANDUM Date: February 25,1999 SUBJECT: Oak Crest Community Center I'm returning the District's comments on the Improvement Plans, Grading Plans and Landscape Plans for the Oakcrest Community Center. There are many existing facilities on Balour Drive, which should be shown; also the Fire Department is requiring two (2) hydrants on site. Let me know if you have any questions regarding any of my comments. These Red lined comments are my only copy, so don't loose them!!!! TRANSMITTAL FORM ENGINEERING SERVICES DEPARTMENT F R Capital Improvements Field Operations ❑ District Support Services ❑ O Subdivision Engineering Office of the Director ❑ Traffic Engineering ❑ M T Community Development- Current Planning. Date: ' l� C�c O Fire -Fire Prevention Regarding: (F ance Number t IT San Dieguito Water District - Engineering & Planning TM/ PM U IN/DR: - >! 1 yy�l� rI ATTENTION: A.P.N.: v) G� I ;Zo(oZ"CH / Transmitted as following: Comments/Additional Space for Document Final Parcel Map ❑ Final Map ❑ Check(s) Checkprint(s) / Approved Copy / Original(s) / Certificate Traverse Calculations ❑ Reference Maps ❑ Plancheck Comments ❑ Easement re: Covenant re: Agreement re: Grading Plan ❑ Check(s) Checkprint(s)/Approved Copy /Original(s) Plancheck Comments ❑ Structural Calculations ❑ Cost Estimate ❑ Hydrology Study/Map ❑ Soil Report ❑ Sketch (if needed): ANt \W~,e��v��vc��cy�e V fQ��'^ a �Q����R� �\ql,r V �� �`\ �la�l \\ `V. 1 1 vemen Plan (� / Check(s) heckprint Approved Copy /Original(s) Plancheck Comments ❑ =Calculations ❑ Cost Estimate ❑ Hydrology Study/Map ❑ Cross Sections ❑ As Per... our conversation My/your inquiry ❑ Our Review ❑ Our Inquiry For your..correcti I,,�a ent ❑ Signature Information ❑ Uses ❑ Please return 1" ►' I ae � _ Please call: if necessary Originator: O- Copies to: L V Messenger ❑ Mail ❑ Fascimile ❑ Other ❑ I Received by Date: A Title: Location: Telephone: 505 South Vulcan Avenue, Encinitas, California 92024 -3633 TEL (760) 633- 2770/FAX (760) 633 -2818 / TDD (760) 633 -2700 954tdoc(10- 03 -95) CITY OF ENCINITAS CITY COUNCIL AGENDA REPORT Meeting Date: June 21, 2000 TO: City Council VIA: Kerry L. Miller, ) er FROM: Alan D. Archibl, 6irector of Engineering Services Blair A. Knoll, Associate Civil Engineer SUBJECT: Dedication of a public storm drain easement on Oakcrest Community Park (MUP 98 -068) BACKGROUND: On May 5, 1999, the City Engineer approved a public improvement plan to re- alignment Oakcrest Park Drive. The improvements included a public storm drain facility that traverses the southwesterly portion of the park site. See Exhibit 'A' and 'B' for the plat and legal description for the precise location of the proposed easement. ANALYSIS: The dedication of a storm drain easement will differentiate the area of parkland to be used for public storm drain purposes. No fiscal impacts will occur with this transaction. RECOMMENDATION: Staff recommends that the City Council authorize the City Manager to sign the subject storm drain easement dedication. Ar6426 stormdrain 06 -06 -00 bak iiIiiii Irvin T. I .mow, M= 11111 mor 1Mil11 1 ik s W. W. s F =r s, &} w all TO: City Council CITY OF ENCINITAS CITY COUNCIL AGENDA REPORT Meeting Date: April 19, 2000 VIA: Kerry L. Miller, City Manager FROM: Alan D. Archibald, Director of Engineering Services Masih Maher, Senior Civil Engineer SUBJECT: Dedication of existing city park property (Oak Crest Community Park) to the public for use as right of way for public street and utility purposes. BACKGROUND: In order to separate Oak Crest Community Park and Senior Center from public improvements and right of way for Oak Crest Park Dr. ANALYSIS: Dedication of city park property for use as right of way for public road and utility purposes is required to maintain a separation between public park land and land purposed for public road and utilities. RECOMMENDATION: Staff recommends that the City Council authorize the Mayor to sign the subject dedication of city park land to the public for use as right of way for a public street. BAK arloakcres[.doc /3/30/00 6 V'7+/ s 891.X =FEB7 1 RESOLUTION NO. PC 98-6 A RESOLUTION OF THE CITY OF ENCINITAS PLANNING COMMI S APPROVING A MAJOR USE PERMIT, DESIGN REVIEW PERMIT, AND COASTAL DEVELOPMENT PERMIT FOR THE CONSTRUCTION OF AN APPROXIMATELY 39,000 SQ. FT. COMMUNITY /SENIOR CENTER WITHIN A 6.88 ACRE PORTION OF AN EXISTING PUBLIC PARK ( OAKCREST PARK), ALONG WITH RELATED SITE IMPROVEMENTS INCLUDING VEHICLE ACCESS WAYS, PARKING, AND LANDSCAPING, FOR THE PROPERTY LOCATED AT 1140 OAKCREST PARK DRIVE IN ENCINITAS (CASE NO. 98-068 MUP/DR/CDP; APN: 259- 320 -02) WHEREAS, a request for consideration of a Major Use Permit, Design Review Permit, Coastal Development Permit, and Environmental Initial Assessment was filed by the City of Encinitas Community Services Department to allow construction of a proposed approximately 39,000 sq. ft. community /senior center on a 6.88 acre site in Oakcrest Park, consisting of a community hall, senior center, gymnasium, meeting and conference rooms, kitchen, and related site improvements including parking and landscaping, in accordance with Chapters 30.74, 23.08 and 30.80 of the Encinitas Municipal Code, for the property located in the ER/OS/PK zone at 1140 Oakcrest park Drive, legally described as: All that portion of the Southwest Quarter of the Northwest Quarter of Section 14, Township 13 South, Range 4 West, San Bernardino Meridian, described in a deed to the County of San Diego recorded in the Office of the San Diego County Recorder on February 20, 1976 as File # 76- 048720 of Official Records; and WHEREAS. the Planning Commission conducted a noticed public hearing on the application on October 22, 1998, at which time all those desiring to be heard were heard; and WHEREAS, the Planning Commission considered, without limitation: The October 22, 1998 agenda report to the Planning Commission with attachments; 2. The General Plan, Local Coastal Program, Municipal Code, and associated Land Use Maps; 3. Oral evidence submitted at the hearing; 4. Written evidence submitted at the hearing; 5. Project plans consisting of 7 sheets, including site plan, floor plan, elevations, grading plan, conceptual irrigation plan, conceptual planting C(L4b98owmup.RES laS98 plan, and planting plan legend and details, all dated received by the City of Encinitas on July 8, 1998; and WHEREAS, the Planning Commission made the following findings pursuant to Chapters 30.74, 23.08, and 30.80 of the Encinitas Municipal Code: (SEE ATTACHMENT "A ") NOW, THEREFORE, BE IT RESOLVED that the Planning Commission of the City of Encinitas hereby approves application 98 -068 MUP/DR/CDP/EIA subject to the following conditions: (SEE ATTACHMENT "B") BE IT FURTHER RESOLVED that the Planning Commission, in its independent judgment, has reviewed the Envirorunental Initial Study prepared for the project and has determined that with incorporation of the mitigation measures contained therein and made conditions of approval for the application herein, all project impacts will be reduced to levels of insignificance and a Mitigated Negative Declaration is hereby adopted in accordance with the provisions of the California Environmental Quality Act (CEQA). This project will not individually or cumulatively have an adverse effect on wildlife resources as defined in Section 711.2 of the Fish and Game Code, and, therefore, a Certificate of Fee Exemption shall be made with De Minimus Impact Findings. catrJ9 owmuP.RES IaW8 PASSED AND ADOPTED this 22nd day of October, 1998, by the following vote, to wit: AYES: Commissioners Grossman, Jacobson, Patton, Wells NAYS: None ABSENT: Commissioner Bagg ABSTAIN: None mice Jacobson, qh 'r of the Encinitas Plannin ommis; ATTEST: Holder Secretary NOTE: This action is subject to Chapter 1.04 of the Municipal Code, which specifies time limits for legal challenges. CD1tC,S8068MUP.RES 1&698 ATTACHMENT "A" Resolution No. PC 98 -67 Case No. 98 -068 MUP/DR/CDP/EIA FINDINGS FOR A USE PERMIT STANDARD: In accordance with Section 30.74.070 of the Municipal Code, a use permit application shall be approved unless findings of fact are made, based upon the information presented in the application or during the hearing, which support one or more of the following conclusions: 1. The location, size, design or operating characteristics of the proposed project will be incompatible with or will adversely affect or will be materially detrimental to adjacent uses, residences, buildings, structures or natural resources, with consideration given to, but not limited to: a. The inadequacy of public facilities, services and utilities to serve the proposed project; b. The unsuitability of the site for the type and intensity of use or development which is proposed: and C. The harmful effect, if any, upon environmental qualih, and natural resources of the city; Facts: The new community /senior center is proposed to be constructed on a previously developed/disturbed 6.88 acre portion of the larger (21 acre) Oakcrest Park. The 38,866 sq. ft. building proposed contains a 19,120 sq. ft. community /senior center containing a community hall, conference rooms, offices, activity rooms, kitchen, and storage areas, a 15,443 sq. ft. gymnasium, and a 3,169 sq. ft. lobby area The proposed development site presently consists of a passive recreation area including a lawn play area and picnic tables, Oakcrest Park Drive (which is proposed to be realigned southward in conjunction with this project), and a parking lot area. The subject property is zoned ER/OS/PK and carries a Land Use Designation of Ecological Reserve /Open Space/Park on the General Plan Land Use Map. The site features a moderate downward slope from east to west (except for a steep slope down to Encinitas Blvd. along the north boundary of the site), and drainage is sheet flow to brow ditches and public streets. Discussion: All public services and utilities are in place to serve the project. With respect to the suitability of the site for the type and intensity of use proposed, the evidence submitted with the application indicates that the project is suitable, because the project provides the amount of parking to serve the use (and is conditioned to secure off -site parking in rare occasions where the demand for CD11c198068MUP.RES 10/6/98 parking may exceed the amount provided), and because the project is of a size and location that utilizes only the previously disturbed northwesterly portion of the existing park site, without going beyond into areas where sensitive habitat areas are present. With respect to parking, the Municipal Code does not contain parking standards for this specific type of use. In such cases, and where the application involves a use permit, the applicant is required to submit a parking analysis to enable the proper standard to be established by the City. In this instance, a parking analysis was included with the Traffic Report prepared by Linscott. Law, and Greenspan submitted with the application above. The project will add 176 parking spaces to the 67 spaces presently located on the westerly portion of the park property, for a total of 243 parking spaces. The report concludes that the 243 spaces provided will be "more than adequate" based upon actual parking counts performed by the firm at a similar gymnasium facility (the Black Mountain Gym in San Diego), and a smaller recreation center (the Lotter Box Recreation Center in Chula Vista). However, in a "worst case scenario" where all of the facilities comprising the center were scheduled for full use at one time, the occupancy of the center under Uniform Building Code limitations could theoretically reach 1,453 people. At an assumed 3.5 persons per car, this could result in a parking demand of 415 spaces. For that reason, the mitigation measure set forth in Specific Condition SCA of this resolution requires the Community Center Director to schedule events so as to minimize vehicular traffic during the weekday PM peak hours of 2:00 PM and 3:00 PM. The Center Director, or other responsible party designated by the City will also be required to prepare and implement an adequate off -site parking and shuttle plan for any event which may exceed the on -site vehicle parking capacity of 243 spaces, using a ratio of 3.5 persons per vehicle, to the satisfaction of the Community Development Department and Community Services Department. Such additional parking may occur using the approximately 65 spaces located at Oakcrest Junior High or the St. John's Catholic Church across Balour, assuming those facilities are not in use at the time and satisfactory arrangements are made between the involved parties. As noted above, the community /senior center complex and gymnasium are located entirely within the previously developed /disturbed northwest portion of the park, where a large turf play area and picnic tables are now located. To the east of these previously disturbed portions of the park lie areas of high quality Southern Maritime Chaparral and Coastal Sage Scrub habitat. Therefore. with adherence to the mitigation measures described in Specific Condition SCA in this resolution, intended to avoid any inadvertent destruction of the habitat areas related to construction activities, there will be no direct impacts from the project to those areas. Conclusion: The Planning Commission finds that the proposed project can be served by existing public services and utilities, that the project is suitable both in the CDRc/98068MURRES 10/6/98 type and intensity of use for the subject property, and that, with adherence to the mitigation measures set forth in this resolution, the project will have no harmful effect upon environmental quality and natural resources of the city 2. The impacts of the proposed project will adversely affect the policies of the Encinitas General Plan or the provisions of the Municipal Code; and 3. The project fails to comply with any other regulations, conditions, or policies imposed by the Municipal Code. Facts: A facility of this type is permitted in the ER/OS/PK zone upon issuance of a major use permit pursuant to Chapter 30.09 of the Municipal Code, and is consistent with the definition of that zone contained in Chapter 30.08 of the Municipal Code, as well as in the General Plan. The project conforms with all of the technical development standards for the ER/OS/PK zone set forth in Chapter 30.32 and (by reference) Chapters 30.20 and 30.16 of the Municipal Code. Discussion: Because the project is consistent with the use allowances for the ER/OS/PK zone (upon issuance of a major use permit) contained in the Municipal Code and General Plan, and complies with all of the technical development standards for the ER/OS/PK zone set forth in Chapter 30.32 and (by reference) Chapters 30.20 and 30.16 of the Municipal Code, it is consistent with the provisions of the Municipal Code and the General Plan. Conclusion: The Planning Commission finds that the project is consistent with both the Municipal Code and General Plan. FINDINGS FOR DESIGN REVIEW STANDARD Section 23.08.072 of the Encinitas Municipal Code provides that an application for a design review permit must be granted unless, based upon the information presented in the application and during the Public Hearing, the authorized agency makes any of the following regulatory conclusions: a. The project design is inconsistent with the General Plan, a Specific Plan, or the provisions of the Municipal Code. Discussion: Please refer to the "Facts" and "Discussiod' under Findings for a Use Permit #2 and #3 above. No specific plan is applicable to the subject property. Conclusion: The Planning Commission finds that the project is consistent with both the Municipal Code and general Plan, and that no specific plan is applicable. b. The project design is substantially inconsistent with the Design Review Guidelines. CD4U98068MUP.RES 10/898 Discussion: In terms of site design (Municipal Code Section 23.08.074), the project involves utilization of the previously developed/disturbed 6.88 acre portion of the larger (21 acre) Oakcrest Park. The proposed development site presently consists of a passive recreation area including a lawn play area and picnic tables, Oakcrest Park Drive (which is proposed to be realigned southward in conjunction with this project), and a parking lot area. The site features a moderate downward slope from east to west (except for a steep slope down to Encinitas Blvd. along the north boundary of the site), and drainage is sheet flow to brow ditches and public streets. Although a significant amount of grading will need to be done to construct the building (the gymnasium will be dug in to the terrain up to 6 ft.), the realigned Oakcrest Park Drive, and the parking area, the alteration to the existing landfotms is minimal overall. Approximately 4.3 acres of the site will be graded as part of the project, involving 11,000 cubic yards of cut and 13,500 cubic yards of fill, requiring an import of 2,500 cubic yards of imported fill material. Retaining walls of heights up to 4 ft. will be located at various locations throughout the project. Pedestrian and vehicular movements will be separated to the degree practical - one of the principal reasons for the relocation of Oakcrest Park Drive is to avoid having the parking for the project bisected by that road, as would be the case were the present alignment to remain, requiring large numbers of people to cross near the curved portion of the street. With respect to views, the project is located in the front portion of Oakcrest Park, near but lower than the crest of the terrain rising up the east, such that there are no developments to the east which could enjoy views through the subject property to be impaired. In terms of building design (Municipal Code Section 23.08.076), the project design utilizes an earth tone masonry exterior consisting generally of split face concrete block on the lower portions of the building with smooth 4" precision concrete block above. The metal roof fascia throughout the complex are of a copper sheeting type. Aluminum -clad windows and wooded doors are also utilized. The maximum height of the building from the lower of existing or proposed grade is 29 ft. The design theme is in keeping with the function of the building as a public recreational facility and community /senior center, and is carried out consistently among all elevations in terms of architectural design, materials, and color. With regard to landscape design (Municipal Code Section 23.08.077), the landscaping associated with this project is primarily comprised of planter areas within and around the parking lot area and around the immediate perimeter of the building. Tree and shrub materials selected are predominantly of a drought - tolerant nature, are of a type and size which should allow them to achieve a mature appearance within approximately 3 years time, and provide a sense of continuity within the project as called for in the design review guidelines. Conclusion: The Planning Commission finds that the proposal is in substantial compliance with the City's adopted design criteria. CD1tc198068MUP.RES 1016198 C. The project design would adversely affect the health, safety, or general welfare of the community. Discussion: An Environmental Initial Assessment was performed in conjunction with this application in accordance with the provisions of the California Environmental Quality Act (CEQA). That Initial Assessment determined that, with incorporation of mitigation measures related to protection of sensitive habitat and biological resources in close proximity to the project, as well as managing parking demand in scheduling usage of the various components of the center to ensure parking demand will not exceed the supply of parking on site (or that adequate off - site parking is secured in such cases), the project would not result in any significant adverse environmental impacts. Therefore, a Mitigated Negative Declaration is recommended for adoption in conjunction with project approval. No other aspect of the use has been identified which could have any significant adverse affect on the health, safety, or general welfare of the community. Conclusion: The Planning Commission finds that the project will not adversely affect the health, safety, or general welfare of the community. d. The project would tend to cause the surrounding neighborhood to depreciate materially in appearance or value. Discussion: The proposed development has been designed in a manner substantially consistent with the City's adopted design criteria as discussed under Finding "b" above, and will represent a substantial upgrade to the subject property. Therefore, the project will not cause material depreciation to the appearance or value of the surrounding neighborhood. Conclusion: The Planning Commission finds that the proposed project would not cause material depreciation in the appearance or value of the surrounding neighborhood. FINDINGS FOR A COASTAL DEVELOPMENT PERMIT STANDARD: Section 30.80.090 of the Municipal Code provides that the authorized agency must make the following findings of fact, based upon the information presented in the application and during the Public Hearing, in order to approve a coastal development permit: The project is consistent with the certified Local Coastal Program of the City of Encinitas; and 2. The proposed development conforms with Public Resources Code Section 21000 and following (CEQA) in that there are no feasible mitigation measures or feasible CDAcI98068MUFRES 1016198 alternatives available which would substantially lessen any significant adverse impact that the activity may have on the environment; and 3. For projects involving development between the sea or other body of water and the nearest public road, approval shall include a specific finding that such development is in conformity with the public access and public recreation policies of Section 30200 et. seq. of the Coastal Act. Facts: The applicable components of the Local Coastal Program are the City's Municipal Code and General Plan. Chapter 30.09 of the Municipal Code (Use Matrix) provides that public recreational facilities and civic uses such as those proposed are allowed in the ER/OS/PK zone upon issuance of a Major use Permit. The project complies with all of the technical development standards of the ER/OS/PK zone contained in Chapter 3032 (and by reference Chapters 30.16 and 30.20) of the Municipal Code, including setbacks, building height, lot coverage. etc. Chapter 30.74 of the Municipal Code governs the processing of use permits. and Chapter 23.08 contains the applicable design criteria for design review. A coastal development permit is also required in accordance with Chapter 30.80 of the Municipal Code. Discussion: The findings of fact to support approval of the use permit and design review aspects are described above and center on the suitability of the project for the subject property in terms of the type and intensity of use, as well as the consistency of the project with the City's adopted design criteria. No goals or policies of the General Plan have been identified with which this project would conflict. Thus, the project is consistent with the Municipal Code and General Plan. As was also noted above, an Environmental Initial Assessment was performed in conjunction with this application in accordance with the provisions of the California Environmental Quality Act (CEQA). That Initial Assessment determined that, with incorporation of mitigation measures made conditions of this approval related to protection of sensitive habitat and biological resources in close proximity to the project, as well as managing parking demand in scheduling usage of the various components of the center to ensure parking demand will not exceed the supply of parking on site (or that adequate off -site parking is secured in such cases), the project would not result in any significant adverse environmental impacts. The project is not located between the sea and the first public road, such that Finding #3 is not applicable. Conclusion: The Planning Commission finds that the proposed development is consistent with the Local Coastal Program of the City of Encinitas, that it will not result in any significant adverse environmental impacts such that no evaluation of feasible alternatives is needed pursuant to Finding #2, and that the project is not located between the sea and the first public road. such that Finding 43 is not applicable. CD11a98068MUP.RES 1016198 ATTACHMENT "B" Resolution No. PC 98 -67 Project No.: 98 -068 MUP/DR/CDP/EIA Applicant: City of Encinitas, Community Services Department Location: 1140 Oakcrest Park Road SCI SPECIFIC CONDITIONS: SC2 This approval will expire on October 22, 2000 at 5:00 pm, two years after the approval of this project, unless the conditions have been met or an extension of time has been approved pursuant to the Municipal Code. SC5 This project is conditionally approved as set forth on the application and project plans dated received by the City on July 8, 1998, consisting of 7 sheets including site plan, floor plan, elevations, grading plan, conceptual irrigation plan, conceptual planting plan, and planting plan legend and details, along with the color and material samples submitted with the application, all designated as approved by the Planning Commission on October 22, 1998, and shall not be altered without express authorization by the Community Development Department. SCA e applicant shall comply with the mitigation measures set forth in the e Environmental Initial Assessment prepared by Cutis Scott Englehom and Associates, dated August, 1998, as follows: Bioloeical Impacts: During construction the chaparral edge shall be flagged by a City approved biologist prior to construction. This edge shall be reviewed in the field with the general and grading contractors prior to any construction activities. A temporary construction fence shall be installed along the edge of the chaparral without impacting any chaparral, with the City approved biologist monitoring installation and certifying in writing to the City that the fence has been properly installed prior to any grading or clearing. Any impacts to the preserved habitat during construction shall be mitigated to the satisfaction of the City. The general and grading contractors shall certify in writing to the City that they have been shown the sensitive habitat and fence location and that they understand the consequences for impacting the chaparral habitat. The biologist shall file a report with the City following completion of construction that details how much, if any, chaparral was impacted during construction. To control future indirect impacts to the preserved habitat, the City shall direct entry to the preserve area to selected trails, and other unnecessary trails and disturbed areas shall be appropriately reconditioned and allowed to recover, or be planted with native compatible species. Camping and other activities which disturb the preserved habitat shall be prohibited, and the prohibition shall be enforced. Vehicle Traffic Impacts: The Community Center Director, or other responsible party designated by the City, shall schedule events to minimize vehicular traffic during the weekday PM peak hours of 2:00 PM and 3:00 PM when school is in session. The Center Director or other responsible party designated by the City shall prepare and implement an adequate off -site parking and shuttle plan for any event which may exceed the on -site vehicle parking capacity of 243 spaces, using a ratio of 3.5 persons per vehicle, to the satisfaction of the Community Development Department and Community Services Department. CONTACT THE SAN DIEGUITO WATER DISTRICT REGARDING COMPLIANCE WITH THE FOLLOWING CONDITION(S): SCB The developer shall install a water system according to San Dieguito Water District standards, and dedicate to the District the portion of the water system which is to be public. SCC The developer will be required to enter into a secured agreement with the District prior to final project approval. SCD Improvement and grading plans showing all existing and proposed water facilities will be required. The plans need to specifically address the following: 1. The proposed realignment of Oakcrest Park Drive appears to close off access to District water vault facilities. Acceptable access to District facilities will be required. 2. An existing water valve vault located just south of proposed Oakcrest Park Drive appears to be located in an area of proposed grade change. Plans shall identify the vault and adjust to grade to the satisfaction of the District. 3. A cathodic test station is located within the proposed Oakcrest Park Drive. Plans shall show this station and the contractor shall protect and adjust to grade. SCE For work within the District easement, the selected contractor shall add the District as "Additional Insured" on their insurance policy. SCF A separate meter shall be used for the irrigation of all landscaping. It is recommended that all landscape irrigation be installed to reclaimed standards. SCG The developer is required to comply with the District's fees, charges, rules and regulations. SCH Any and all dedications, agreements, insurance. and fees associated with Specific Conditions SCB through SCG above shall be reviewed prior to their implementation to the satisfaction of the City Attorney. CONTACT THE ENGINEERING SERVICES jyXA TMENT REC ARi1LNG COMPLIANCE WITH THE FOLLOWING CONDITION(S): The developer shall obtain the approval of the Director of Engineering Services for project improvement plans and enter into a secured agreement with the City for S$7�v� completion of said improvements prior to issuance of any building permit within this project. The improvements shall be constructed and accepted for maintenance by the City Council prior to occupancy of any building within the project. The improvements are: relocation of Oakcrest Park Drive with full section of Oakcrest Park Drive, and closing the former location of Oakcrest Park Drive. Changing the location of the right -of -way for Oakcrest Park Drive shall be complete before a building permit can be issued for this project. G1 STANDARD CONDITIONS: CONTACT THE COMMUNITY DEVEI,OPMFNIDLEARTMENT REGARDING COMPLIANCE THE FOLLOWING CONDITION(S): . iR This approval may be appealed to the City Council within 15 calendar days from the date of this approval in accordance with Chapter 1.12 of the Municipal Code. OPA Approval of this request shall not waive compliance with any sections of the Municipal Code and all other applicable City regulations in effect at the time of Building Permit issuance unless specifically waived herein. Trash e ure{s) shall be constructed of masonry with an exterior compatible with at of the building(s), and shall be provided with view - obstructing solid metal gates as approved by the authorized agency. Adequate space for recyclable materials shall be provided within the enclosure in accordance with Municipal Code requirements. .,Co�All retaining and other freestanding walls, fences. and enclosures shall be architecturally designed in a manner similar to, and consistent with, the primary structures (e.g. stucco - coated block, split -face block or slump stone). These items shall be approved by the Community Development Department prior to issuance of building and/or grading permits. Gj l All roof - mounted equipment and appurtenances, including air conditioners. shall be / architecturally integrated, and shall be shielded from view and sound buffered to the satisfaction of the Community Development Department. Ground- mounted mechanical and electrical equipment shall also be screened through use of a wall, fence. landscaping, berm, or combination thereof to the satisfaction of the Community Development Department. All exterior accessory structures shall be designed to be compatible with the primary buildings exterior to the satisfaction of the Community Development Department. f91Y'Prior to any use of the project site pursuant to this permit, all conditions of approval contained herein shall be completed or secured to the satisfaction of the Community Development Department. A plan shall be submitted for approval by the Community Development Department, the Engineering Services Department. and the Fire Department regarding the security treatment of the site during the construction phase, the on- and off -site circulation and parking of construction workers' vehicles, and any heavy equipment needed for the construction of the project. Parking lot lights shall have a maximum height of eighteen (18) feet from the finished grade of the parking surface, and the light source shall be directed away from all property lines, adjacent streets and residences. L1 The project is subject to Chapter 23.26 of the Municipal Code (Water Efficient S'bIZZ• Z Landscape Program), which requires a landscape and irrigation plan to be prepared by a State licensed landscape designer. The requirements for the plans are listed in Chapter 23.26. The landscape and irrigation plans must be submitted as part of the building permit application for the project. 2 All required plantings and automated irrigation systems shall be in place prior to use or occupancy of new buildings or structures. All required plantings and automated irrigation systems shall be maintained in good condition, and whenever necessary, shall be replaced with new materials to ensure continued compliance with applicable landscaping, buffering, and screening requirements. All landscaping and irrigation systems shall be maintained in a manner that will not depreciate adjacent property values and otherwise adversely affect adjacent properties. All irrigation lines shall be installed and maintained underground (except drip irrigation systems). BI y signs proposed for this development shall be designed and approved in co rmance with Encinitas Municipal Code Chapter' 0.60. ;3--- Upon a showing of compelling public necessity demonstrated at a noticed hearing, the City of Encinitas, acting through the authorized agency, may add, amend, or delete conditions and regulations contained in this permit. U7 Any future modifications to the approved project will be reviewed relative to the findings for substantial conformance with a use permit contained in Section 30.74.105 of the Municipal Code. Modifications beyond the scope described therein will require submittal and approval of an amendment to the use permit by the authorized agency. 11 project grading shall conform with that shown on the approved project plans. If no grading is proposed on the approved plans, or subsequent grading plans are inconsistent with the grading shown on the approved plans, a use permit modification for such grading shall be obtained from the authorized agency of the City prior to issuance of grading or building permits. B1 BUILDINGCONDITION(S): CONTACT THE ENCINITAS BUILDING DIVISION REGARDING CO ONCE WITH THE FOLLOWING CONDITION(S): B2 The applicant shall submit a complete set of construction plans to the Building Division for plancheck processing. The submittal shall include a Soils /Geotechnical Report, structural calculations, and State Energy compliance documentation (Title 24). Construction plans shall include a site plan, a foundation plan, floor and roof framing plans, floor plan(s), section details, exterior elevations, and materials specifications. Submitted plans must show compliance with the latest adopted editions of the California Building Code (The Uniform Building Code with California Amendments, the California Mechanical. Electrical and Plumbing Codes). Commercial and Multi- residential construction must also contain details and notes to show compliance with State disabled accessibility mandates. These comments are preliminary only. A comprehensive plancheck will be completed prior to permit issuance and additional technical code requirements may be identified and changes to the originally submitted plans may be required. F1 FIRECONDITIONS: CONTACT THE ENCINITAS FIRE DEPARTMENT REGARDING COMPLIANCE WITH THE FOLL S -- — - ACCESS ROADWAY DIMENSIONS: Fire apparatus access roadways shall have an unobstructed paved width of not less than 24 feet and an unobstructed vertical clearance of not less than 13 feet 6 inches. F$. -� COMBUSTIBLE MATERIALS: Prior to the delivery of combustible materials on the project site, water and sewer systems shall satisfactorily pass all required tests and be connected to the public water and sewer systems. In addition, the first lift of asphalt paving shall be in place to provide a permanent all- weather surface for emergency vehicles. Said access shall be maintained to the satisfaction of the Fire Department. F POSTING OF ROADWAYS: Emergency access roadways when required shall be properly identified as per Fire Department standards. using signage to the maximum extent possible in lieu of red curbing. F10 STRUCTIONS (ACCESS ROADWAYS): All traffic lanes shall be a minimum of 24 feet in width during construction and shall be maintained clear and free of obstructions during construction in accordance with the Uniform Fire Code. FI FIRE HYDRANTS & FIRE FLOWS: The applicant shall provide fire hydrants of a type, number, and location satisfactory to the Encinitas Fire Department. A letter from the water agency serving the area shall be provided that states the required fire flow is available. Fire hydrants shall be of a bronze type. A two - sided blue reflective road marker shall be installed on the road surface to indicate the location of the fire hydrant for approaching fire apparatus. F12 FUEL MODIFICATION ZONES: The applicant shall provide and maintain fire /fuel breaks to the satisfaction of the Encinitas Fire Department. E1 ENGINEERING CONDITIONS: CONTACT THE ENGINEERING SERVICES DEPARTMENT REGARDING COMPLIANCE WITH THE FOLLOWING CONDITION(S): E2 All City Codes, regulations, and policies in effect at the time of building/grading permit issuance shall apply. 74'Z The developer shall obtain a grading permit prior to the commencement of any clearing or grading of the site. sj t E 4 The grading for this project is defined in Chapter 23.24 of the Encinitas Municipal Code. Grading shall be performed under the observation of a civil engineer whose responsibility it shall be to coordinate site inspection and testing to ensure compliance of the work with the approved grading plan, submit required reports to the Engineering Services Director and verify compliance with Chapter 23.24 of the Encinitas Municipal Code. - y)iTr7 All newly created slopes within this project shall be no steeper than 2:1. VX A soils/geol ogical/hydraul ic report (as applicable) shall be prepared by a qualified tt engineer licensed by the State of California to perform such work. Such report shall be submitted and approved: At first submittal of a grading plan. t i E 0 In accordance with Section 23.24.370 (A) of the Municipal Code, no grading permit B shall be issued for work occurring between October 1st of any year and April 15th of the following year, unless the plans for such work include details of protective measures, including desilting basins or other temporary drainage or control measures, or both, as may be deemed necessary by the field inspector to protect the adjoining public and private property from damage by erosion, flooding, or the deposition of mud or debris which may originate from the site or result from such grading operations. EDI Drainage Conditions F�2 The developer shall exercise special care during the construction phase of this / project to prevent any offsite siltation. The developer shall provide erosion control $$�y measures and shall construct temporary desiltation/detention basins of type. size and location as approved by the Engineering Services Director. The basins and erosion control measures shall be shown and specified on the grading plan and shall be constructed to the satisfaction of the Engineering Services Director prior to the start of any other grading operations. Prior to the removal of any basins or facilities so constructed the area served shall be protected by additional drainage facilities, slope erosion control measures and other methods required or approved by the Engineering Services Director. The developer shall maintain the temporary basins and erosion control measures for a period of time satisfactory to the Engineering Services Director and shall guarantee their maintenance and satisfactory performance through cash deposit and bonding in amounts and types suitable to the Engineering Services Director. The developer shall construct drainage systems in conformance with the Master yvt.cpi. Drainage Plan and City of Encinitas Standards as required by the Engineering Services Director. ,Concentrated flows across driveways and/or sidewalks shall not be permitted. EU1 Utilities The developer shall comply with all the rules, regulations and design requirements of the respective utility agencies regarding services to the project. The developer shall be responsible for coordination with S.D.G. & E., Pacific Telephone, and other applicable authorities. All proposed utilities within the project shall be installed underground including existing utilities unless exempt by the Municipal Code. The developer shall be responsible for the relocation and undergrounding of existing public utilities, as required. OCHICAGO TITLE COMPANY FIRST AMENDED Reference: OAK CREST PARK PRELIMINARY REPORT Dated as of: March 30, 1999 Order No.: 8351245 - U50 at 7 30 AM CHICAGO TITLE COMPANY hereby reports that it is prepared to issue, or cause to be issued, as of the date hereof, a Policy or Policies of Title Insurance describing the land and the estate or interest therein hereinafter set forth, insuring against loss which may be sustained by reason of any defect, lien or encumbrance not shown or referred to as an Exception in Schedule B or not excluded from coverage pursuant to the printed Schedules, Conditions and Stipulations of said Policy forms. The printed Exceptions and Exclusions from the coverage of said Policy or Policies are set forth in the attached list. Copies of the Policy forms are available upon request. Please read the exceptions shown or referred to in Schedule B and the exceptions and exclusions set forth in the attached list of this report carefully. The exceptions and exclusions are meant to provide you with notice of matters which are not covered under the terms of the title insurance policy and should be carefully considered. It is Important to note that this preliminary report is not a written representation as to the condition of title and may not list all liens, defects, and encumbrances affecting title to the land. THIS REPORT (AND ANY SUPPLEMENTS OR AMENDMENTS HERETO) IS ISSUED SOLELY FOR THE PURPOSE OF FACILITATING THE ISSUANCE OF A POLICY OF TITLE INSURANCE AND NO LIABILITY IS ASSUMED HEREBY. IF IT IS DESIRED THAT LIABILITY BE ASSUMED PRIOR TO THE ISSUANCE OF A POLICY OF TITLE INSURANCE, A BINDER OR COMMITMENT SHOULD BE REQUESTED. The form of policy of title insurance contemplated by this report is: CALIFORNIA LAND TITLE ASSOCIATION STANDARD COVERAGE POLICY Title Department: CHICAGO TITLE COMPANY 925 "B "STREET SA IEG CA. 10 TOM VOTEL TITLE OFFICER PFP -0 1/04/97be SCHEDULE A Order No: 8351245 U50 Your Ref: OAK CREST PARK 1. The estate or interest in the land hereinafter described or referred to covered by this report is: A FEE 2. Title to said estate or interest at the date hereof is vested in: CITY OF ENCINITAS, A MUNICIPAL CORPORATION, AS TO PARCEL 1; AND SAN DIEGUITO UNION HIGH SCHOOL DISTRICT, AS TO PARCEL 2 3. The land referred to in this report is situated in the State of California, County of SAN DIEGO and is described as follows: SEE ATTACHED DESCRIPTION Page 1 DESCRIPTION Order No. 8351245 PARCEL 1: ALL THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT THEREOF, LYING SOUTHERLY AND EASTERLY OF THE SOUTHERLY AND EASTERLY LINES OF THE LAND DESCRIBED IN PARCELS 66381 -A, 66381 -B AND 66381 -C IN DEED TO THE COUNTY OF SAN DIEGO, RECORDED FEBRUARY 11, 1969 AS FILE NO. 24694. EXCEPTING THEREFROM THE SOUTH QUARTER OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 14. ALSO EXCEPTING THEREFROM THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWESTERLY CORNER OF THE SOUTH QUARTER OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN; THENCE EASTERLY ALONG THE NORTHERLY LINE OF SAID SOUTH QUARTER, A DISTANCE OF 730.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING EASTERLY ALONG SAID NORTHERLY LINE A DISTANCE OF 135.00 FEET; THENCE NORTHERLY ALONG A LINE PERPENDICULAR TO SAID NORTHERLY LINE A DISTANCE OF 140.00 FEET; THENCE WESTERLY ALONG A LINE 140.00 FEET NORTHERLY FROM AND PARALLEL TO SAID NORTHERLY LINE OF SAID SOUTH QUARTER A DISTANCE OF 135.00 FEET; THENCE SOUTHERLY ALONG A LINE PERPENDICULAR TO SAID NORTHERLY LINE OF SAID SOUTH QUARTER, 140.00 FEET TO THE TRUE POINT OF BEGINNING.. PARCEL 2: THE SOUTH QUARTER OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT THEREOF. SCHEDULE B Page 1 Order No: 8351245 U50 Your Ref: OAK CREST PARK Al the date hereof exceptions to coverage in addition to the printed Exceptions and Exclusions in the policy form designated on the face page of this Report would be as follows: A 1. TAXES NOT ASSESSED. B 2. THE LIEN OF SUPPLEMENTAL OR ESCAPED ASSESSMENTS OF PROPERTY TAXES, IF ANY, MADE PURSUANT TO THE PROVISIONS OF PART 0.5, CHAPTER 3.5 OR PART 2, CHAPTER 3, ARTICLES 3 AND 4 RESPECTIVELY (COMMENCING WITH SECTION 75) OF THE REVENUE AND TAXATION CODE OF THE STATE OF CALIFORNIA AS A RESULT OF THE TRANSFER OF TITLE TO THE VESTEE NAMED IN SCHEDULE A; OR AS A RESULT OF CHANGES IN OWNERSHIP OR NEW CONSTRUCTION OCCURRING PRIOR TO DATE OF POLICY. -3. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT GRANTED TO: COUNTY OF SAN DIEGO PURPOSE: PUBLIC ROAD PURPOSES RECORDED: OCTOBER 30, 1928 IN BOOK 1517, PAGE 441 OF DEEDS AFFECTS: PARCEL 2 n THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. s 4. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT PURPOSE: ELECTRIC POLE LINES RECORDED: SEPTEMBER 12, 1957 IN BOOK 6764, PAGE 145 AS FILE NO. 139044 OF OFFICIAL RECORDS AFFECTS: PARCEL 2, F THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. ,. 5. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT GRANTED TO: SAN DIEGO GAS AND ELECTRIC COMPANY PURPOSE: PUBLIC UTILITIES, INGRESS AND EGRESS RECORDED: SEPTEMBER 12, 1957 IN BOOK 6744, PAGE 225 OF OFFICIAL RECORDS AFFECTS: THE EASTERLY 10.00 FEET OF PARCEL 1- x 6. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT PRER 10 /31 /97bk Page 2 Order No: 8351245 U50 SCHEDULE B (continued) Your Ref: OAK CREST PARK PURPOSE: PUBLIC STREET AND HIGHWAY PURPOSES RECORDED: OCTOBER 26, 1961 AS FILE NO. 186168 OF OFFICIAL RECORDS AFFECTS: PARCEL 2 r THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. 7. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT GRANTED TO: SAN DIEGO GAS AND ELECTRIC COMPANY PURPOSE: PUBLIC UTILITIES, INGRESS AND EGRESS RECORDED: AUGUST 20, 1962 AS FILE NO. 141988 OF OFFICIAL RECORDS AFFECTS: PARCEL 1#'.' K THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. 8. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT PURPOSE: ONE POWER POLE AND WIRES RECORDED: SEPTEMBER 12, 1962 AS FILE NO. 156863 OF OFFICIAL RECORDS AFFECTS: PARCEL 2 n THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. x 9. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT GRANTED TO: THE PACIFIC TELEPHONE & TELEGRAPH COMPANY PURPOSE: PUBLIC UTILITIES, INGRESS AND EGRESS RECORDED: MAY 23, 1963 AS FILE NO. 90415 OF OFFICIAL RECORDS AFFECTS: PARCEL 2 o THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. r 10. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT IRELIMRC -9/n /9 k Page 3 Order No: 8351245 U50 SCHEDULE B (continued) Your Ref: OAK CREST PARK PURPOSE: WATER LINE AND APPURTENANCES THERETO RECORDED: MARCH 24, 1967 AS FILE NO. 40599 OF OFFICIAL RECORDS AFFECTS: PARCEL 2 Q THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. R 11. THE PRIVILEGE AND RIGHT TO EXTEND DRAINAGE STRUCTURES AND EXCAVATION AND EMBANKMENT SLOPES BEYOND THE LIMITS OF ENCINITAS BLVD. AND BALOUR DR., WHERE REQUIRED FOR THE CONSTRUCTION AND MAINTENANCE OF SAID ENCINITAS BLVD. AND BALOUR DRIVE, AS CONTAINED IN THE DEED RECORDED FEBRUARY 11, 1969 AS FILE NO. 24694 OF OFFICIAL RECORDS. s AFFECTS PARCEL 1.we� T 12. A DOCUMENT ENTITLED "A TEMPORARY EASEMENT AGREEMENT ", EXECUTED BY SAN DIEGUITO UNION HIGH SCHOOL DISTRICT AND SAN DIEGUITO IRRIGATION DISTRICT, SUBJECT TO ALL THE TERMS, PROVISIONS AND CONDITIONS THEREIN CONTAINED, RECORDED APRIL 10. 1972 AS FILE NO. 87515 OF OFFICIAL RECORDS. U AFFECTS PARCEL 2. v 13. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT GRANTED TO: SAN DIEGO GAS AND ELECTRIC COMPANY PURPOSE: TRANSMISSION AND DISTRIBUTION OF ELECTRICITY AND APPURTENANCES THERETO RECORDED: FEBRUARY 15, 1973 AS FILE NO. 73- 041249 OF OFFICIAL RECORDS AFFECTS: PARCEL 2 w THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. x 14. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT GRANTED TO: SAN DIEGO GAS AND ELECTRIC COMPANY PURPOSE: POLES, WIRES AND APPURTENANCES THERETO RECORDED: FEBRUARY 15, 1973 AS FILE NO. 73- 041250 OF OFFICIAL RECORDS AFFECTS: PARCEL 2 r THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. PREUMSC-9 /n/9 SCHEDULE B Page 4 (continued) Order No: 8351245 U50 Your Ref: OAK CREST PARK z 15. A PENDING COURT ACTION AS DISCLOSED BY A RECORDED NOTICE. PLAINTIFF: COUNTY OF SAN DIEGO DEFENDANT: LEVIT -WEST, INCORPORATED, A DELAWARE CORPORATION, AND OTHERS COUNTY: SAN DIEGO COURT: SUPERIOR COURT CASE NO: 362517 NATURE OF ACTION: EMINENT DOMAIN RECORDED: JANUARY 23, 1975 AS FILE NO. 75- 016806 OF OFFICIAL RECORDS AA SAID ACTION WAS AMENDED BY NOTICE RECORDED JANUARY 29, 1975 AS FILE NO. 75- 021478 OF OFFICIAL RECORDS. AB AFFECTS PARCEL 1.'� AC 16. "THE FACT THAT RECORD OF SURVEYS 9548, 8891, 8599 AND VARIOUS OTHER SURVEYS OF RECORD ARE IN DISAGREEMENT WITH RECORD OF SURVEY 6870 AND VARIOUS OTHER SURVEYS AS TO THE LOCATION OF THE NORTHWEST CORNER O SECTION 14, TOWNSHIP 13 SOUTH RECORDED 4 WEST, AND THAT SAID RECORD OF SURVEY 9548 IS IN DISAGREEMENT WITH RECORD OF SURVEY 8347 AS TO THE LOCATION OF SUB- SECTION LINES IN TO NORTHWEST 1/4 OF SECTION 14, WHICH, COULD RESULT IN ALTERNATE POSITIONS OF THE HEREIN DESCRIBED LAND." AD 17. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT GRANTED TO: COUNTY OF SAN DIEGO PURPOSE: ROAD PURPOSES, AND THE RIGHT OF INGRESS AND EGRESS FOR SUCH PURPOSES (TOGETHER WITH THE RIGHT TO CLEAR AND KEEP CLEAR SAID EASEMENT), TOGETHER WITH AN EASEMENT FOR SLOPE AND DRAINAGE PURPOSES RECORDED: JULY 13, 1981 AS FILE NO. 81- 219613 OF OFFICIAL RECORDS AFFECTS: PARCEL 2 AE THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. AF REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTICULARS. AG 18. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT GRANTED TO: SAN DIEGO GAS AND ELECTRIC COMPANY, A CORPORATION PURPOSE: PUBLIC UTILITIES, INGRESS AND EGRESS RECORDED: DECEMBER 1, 1981 AS FILE NO. 81- 376858 OF OFFICIAL PRELIMBC- 9 /n /Mbk Page 5 Order No: 8351245 AFFECTS: SCHEDULE B (continued) U50 Your Ref: OAK CREST PARK RECORDS PARCEL 2 Art THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. Al 19. ENCROACHMENT MAINTENANCE AND REMOVAL COVENANT ENCROACHMENT PERMIT NO. , RECORDED SEPTEMBER 12, 1989 AS FILE NO. 89- 490167 OF OFFICIAL RECORDS. aJ 20. AN UNRECORDED LEASE AFFECTING THE PREMISES HEREIN DESCRIBED, EXECUTED BY AND BETWEEN THE PARTIES HEREIN NAMED, WITH CERTAIN TERMS, COVENANTS, CONDITIONS AND PROVISIONS SET FORTH THEREIN LESSOR: THE SAN DIEGUITO UNION HIGH SCHOOL DISTRICT LESSEE: THE SAN DIEGUITO SCHOOL FACILITIES CORPORATION DISCLOSED BY: LIMITED TERM SUBORDINATION OF INTEREST IN REAL PROPERTY RECORDED: SEPTEMBER 14, 1993 AS FILE NO. 1993 - 0603807 OF OFFICIAL RECORDS Ax THE PRESENT OWNERSHIP OF THE LEASEHOLD CREATED BY SAID LEASE AND OTHER MATTERS AFFECTING THE INTEREST OF THE LESSEE ARE NOT SHOWN HEREIN. AL AFFECTS PARCEL 2. AM 21. AN UNRECORDED LEASE AFFECTING THE PREMISES HEREIN DESCRIBED, EXECUTED BY AND BETWEEN THE PARTIES HEREIN NAMED, WITH CERTAIN TERMS, COVENANTS, CONDITIONS AND PROVISIONS SET FORTH THEREIN LESSOR: THE SAN DIEGUITO UNION HIGH SCHOOL DISTRICT LESSEE: THE SAN DIEGUITO SCHOOL FACILITIES CORPORATION DISCLOSED BY: LIMITED TERM SUBORDINATION OF INTEREST IN REAL PROPERTY RECORDED: SEPTEMBER 14, 1993 AS FILE NO. 1993 - 0603808 OF OFFICIAL RECORDS Ax THE PRESENT OWNERSHIP OF THE LEASEHOLD CREATED BY SAID LEASE AND OTHER MATTERS AFFECTING THE INTEREST OF THE LESSEE ARE NOT SHOWN HEREIN. AO AFFECTS PARCEL 2. AP 22. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT GRANTED TO: SAN ELIJO JOINT POWERS AUTHORITY, A GOVERNMENTAL ENTITY PRELIMBC- 8 /n /Obk Page 6 Order No: 8351245 U50 SCHEDULE B (continued) Your Ref: OAK CREST PARK PURPOSE: AN UNDERGROUND RECLAIMED WATER PIPELINE(S) AND RELATED VALVES AND APPURTENANCES ABOVE AND BELOW GROUND RECORDED: AUGUST 14, 1997 AS FILE NO. 1997 - 0390898 OF OFFICIAL RECORDS AFFECTS: PARCEL 2 Ap THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. AR AMONG OTHER THINGS, SAID DOCUMENT PROVIDES: TEMPORARY CONSTRUCTION EASEMENTS AS 23. COVENANT REGARDING ENCROACHMENT PERMIT NO. 018, RECORDED DECEMBER 30, 1997 AS FILE NO. 1997 - 0665064 OF OFFICIAL RECORDS. AT AFFECTS PARCEL 2. AU END OF SCHEDULE B AV NOTE NO. 1: THE REQUI OF THE GOVERNING BODY WHICH THIS REPORT HAS CORPORATION'S BY LAWS AUTHORIZED TO EXECUTE ZEMENT FOR SUBMISSION TO THIS COMPANY OF A RESOLUTION OF CITY OF ENCINITAS AUTHORIZING THE TRANSACTION FOR BEEN REQUESTED TOGETHER WITH A COPY OF SUCH THE RESOLUTION MUST DESIGNATE THE OFFICERS ON THE CORPORATION'S BEHALF. an NOTE: IF THIS COMPANY IS REQUESTED TO DISBURSE FUNDS IN CONNECTION WITH THIS TRANSACTION, CHAPTER 598, STATUTES OF 1989 MANDATES HOLD PERIODS FOR CHECKS DEPOSITED TO ESCROW OR SUB- ESCROW ACCOUNTS. THE MANDATORY HOLD PERIOD FOR CASHIER'S CHECKS, CERTIFIED CHECKS AND TELLER'S CHECKS IS ONE BUSINESS DAY AFTER THE DAY DEPOSITED. OTHER CHECKS REQUIRE A HOLD PERIOD FROM THREE TO SEVEN BUSINESS DAYS AFTER THE DAY DEPOSITED. NOTE: ANY FUNDING WIRES TO CHICAGO TITLE COMPANY ARE TO BE DIRECTED AS FOLLOWS: BANK OF AMERICA 1850 GATEWAY BOULEVARD CONCORD, CALIFORNIA ABA 121 - 000358 CREDIT TO CHICAGO TITLE SUB- ESCROW DEPOSITORY ACCOUNT NO. 12359 -50752 FURTHER CREDIT TO ORDER NO: 008351245 ATTN: TOM VOTEL PREUMBC SIn Wbt SCHEDULE B Page 7 (continued) Order No: 8351245 U50 Your Ref: OAK CREST PARK TITLE OFFICER nx JTF IAMEND /JRS PREUMBG9/28/03W Order No: 8351245 - U50 Your Ref: OAK CREST PARK As part of the settlement of a class action lawsuit, we are required to place this notification in all preliminary reports: IF YOU BOUGHT, SOLD OR REFINANCED A HOME (RESIDENTIAL REAL PROPERTY) IN CALIFORNIA BETWEEN JULY 1, 1989 AND FEBRUARY 28, 1997, PLEASE READ THE FOLLOWING: Pursuant to a Settlement Agreement in a class action lawsuit filed in the Superior Court for Los Angeles County, a settlement agreement has been entered into that provides persons who bought, sold or refinanced residential real property in the State of California between July 1, 1989 and February 28, 1997, with certain rights. If you are such a person and you are now engaged in an escrow transaction with Chicago Title Company, Gateway Title Company, Benefit Land Title Company or Fidelity National Title Insurance Company, you have the following rights: If one of these companies previously handled a residential escrow transaction for you that involved residential real property in which a mortgage, promissory note, or similar debt instrument, repayment of which was secured by a duly recorded deed of trust, was fully paid, satisfied or discharged and a reconveyance of that deed of trust was executed and was delivered to one of those title companies for recording but was inadvertently not recorded, you have the right to request that a release of obligation or reconveyance be recorded in accordance with the terms of the Settlement Agreement. To obtain this right you must: (1) Establish to the satisfaction of the title company that you actually closed an escrow between July 1, 1989 and February 28, 1997, which was handled by one of the above - listed title insurance companies, in which a mortgage, promissory note, or similar debt instrument secured by a duly recorded deed of trust was fully paid, satisfied or discharged and a reconveyance of that deed of trust was executed and was delivered for recordation to the title company that handled the prior transaction. Proof of said transaction shall be made by presenting a closing statement, preliminary report, title insurance policy or a paid escrow invoice which identifies you and the prior deed of trust; and (2) Request in writing the recording of a reconveyance or release of obligation in the event that one inadvertently had not been previously recorded in the escrow transaction previously handled by one of the above -named title companies. KSS /07/i [_) CHICAGO TITLE COMPANY Date: June 19, 1998 GREG SHIELDS CITY OF ENCINITAS - ENGINEERING 505 S. VULCAN AVE. ENCINITAS, CA 92024 Order No.: 8351245 - U50 Property: RE: OAK CREST PARK JUN 2 3 1998 ENGINEERING SERVICES CITY OF ENCINITAS In response to a request for our issuance of a Policy of Title Insurance, we enclose herewith our Preliminary Report for your review. Should you have any questions in connection with this or any other matter concerning the above referenced order, please do not hesitate to contact our office. Thank you for choosing Chicago Title Company. Title Department: CHICAGO TITLE COMPANY 925 "B" STREET SAN DIEGO, CA. 92101 (619)239 -6081 fax: (619)544-6279 TOM VOTEL -ITLE OFFICER PRELM -O /t9 /9]GM D 0 CHICAGO TITLE COMPANY I Reference: OAK CREST PARK 7G�8 PRELIMINARY REPORT Dated as of: June 10, 1998 at 7:30 AM Z Order No.: 8351245 - U50 OF —E CHICAGO TITLE COMPANY hereby reports that it is prepared to issue, or cause to be issued, as of the date hereof, a Policy or Policies of Title Insurance describing the land and the estate or interest therein hereinafter set forth, insuring against loss which may be sustained by reason of any defect, lien or encumbrance not shown or referred to as an Exception in Schedule B or not excluded from coverage pursuant to the printed Schedules, Conditions and Stipulations of said Policy forms. The printed Exceptions and Exclusions from the coverage of said Policy or Policies are set forth in the attached list. Copies of the Policy forms are available upon request. Please read the exceptions shown or referred to in Schedule B and the exceptions and exclusions set forth in the attached list of this report carefully. The exceptions and exclusions are meant to provide you with notice of matters which are not covered under the terms of the title insurance policy and should be carefully considered. It is Important to note that this preliminary report is not a written representation as to the condition of title and may not list all liens, defects, and encumbrances affecting title to the land. THIS REPORT (AND ANY SUPPLEMENTS OR AMENDMENTS HERETO) IS ISSUED SOLELY FOR THE PURPOSE OF FACILITATING THE ISSUANCE OF A POLICY OF TITLE INSURANCE AND NO LIABILITY IS ASSUMED HEREBY. IF IT IS DESIRED THAT LIABILITY BE ASSUMED PRIOR TO THE ISSUANCE OF A POLICY OF TITLE INSURANCE, A BINDER OR COMMITMENT SHOULD BE REQUESTED. The form of policy of title insurance contemplated by this report is: CALIFORNIA LAND TITLE ASSOCIATION STANDARD COVERAGE POLICY Title Department: CHICAGO TITLE COMPANY 925"B" STREET SAN DIEGO, CA. 92101 (619)239 -6081 fax: (619)544-6279 TOM VOTEL TITLE OFFICER PFP --0 /N /97bk O SCHEDULE A Order No: 8351245 U50 Your Ref: OAK CREST PARK 1. The estate or interest in the land hereinafter described or referred to covered by this report is: A FEE 2. Title to said estate or interest at the date hereof is vested in: CITY OF ENCINITAS, A MUNICIPAL CORPORATION, AS TO PARCEL 1; AND SAN DIEGUITO UNION HIGH SCHOOL DISTRICT, AS TO PARCEL 2 3. The land referred to in this report is situated in the State of California, County of SAN DIEGO and is described as follows: SEE ATTACHED DESCRIPTION Order No: 8351245 -U50 1 PARCEL 1: DESCRIPTION ALL THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT THEREOF, LYING SOUTHERLY AND EASTERLY OF THE SOUTHERLY AND EASTERLY LINES OF THE LAND DESCRIBED IN PARCELS 66381 -A, 66381 -B AND 66381 -C IN DEED TO THE COUNTY OF SAN DIEGO, RECORDED FEBRUARY 11, 1969 AS FILE NO. 24694, EXCEPTING THEREFROM THE SOUTH QUARTER OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 14. ALSO EXCEPTING THEREFROM THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWESTERLY CORNER OF THE SOUTH QUARTER OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN; THENCE EASTERLY ALONG THE NORTHERLY LINE OF SAID SOUTH QUARTER, A DISTANCE OF 730.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING EASTERLY ALONG SAID NORTHERLY LINE A DISTANCE OF 135.00 FEET; THENCE NORTHERLY ALONG A LINE PERPENDICULAR TO SAID NORTHERLY LINE A DISTANCE OF 140.00 FEET; THENCE WESTERLY ALONG A LINE 140.00 FEET NORTHERLY FROM AND PARALLEL TO SAID NORTHERLY LINE OF SAID SOUTH QUARTER A DISTANCE OF 135.00 FEET; THENCE SOUTHERLY ALONG A LINE PERPENDICULAR TO SAID NORTHERLY LINE OF SAID SOUTH QUARTER, 140.00 FEET TO THE TRUE POINT OF BEGINNING.. PARCEL 2: THE SOUTH QUARTER OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT THEREOF. DFSMR O 12 iH -91 .4A SCHEDULE B Page 1 Order No: 8351245 U50 Your Ref: OAK CREST PARK At the date hereof exceptions to coverage in addition to the printed Exceptions and Exclusions in the policy form designated on the face page of this Report would be as follows: A 1. PROPERTY TAXES, INCLUDING ANY ASSESSMENTS COLLECTED WITH TAXES, TO BE LEVIED FOR THE FISCAL YEAR 1998 -99 THAT ARE A LIEN NOT YET DUE. E 2. THE LIEN OF SUPPLEMENTAL OR ESCAPED ASSESSMENTS OF PROPERTY TAXES, IF ANY, MADE PURSUANT TO THE PROVISIONS OF PART 0.5, CHAPTER 3.5 OR PART 2, CHAPTER 3, ARTICLES 3 AND 4 RESPECTIVELY (COMMENCING WITH SECTION 75) OF THE REVENUE AND TAXATION CODE OF THE STATE OF CALIFORNIA AS A RESULT OF THE TRANSFER OF TITLE TO THE VESTEE NAMED IN SCHEDULE A; OR AS A RESULT OF CHANGES IN OWNERSHIP OR NEW CONSTRUCTION OCCURRING PRIOR TO DATE OF POLICY. C 3. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT GRANTED TO: COUNTY OF SAN DIEGO PURPOSE: PUBLIC ROAD PURPOSES RECORDED: OCTOBER 30, 1928 IN BOOK 1517, PAGE 441 OF DEEDS AFFECTS: PARCEL 2 D THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. E 4. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT PURPOSE: ELECTRIC POLE LINES RECORDED: SEPTEMBER 12, 1957 IN BOOK 6764, PAGE 145 AS FILE NO. 139044 OF OFFICIAL RECORDS AFFECTS: PARCEL 2 F THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. 5. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT GRANTED TO: SAN DIEGO GAS AND ELECTRIC COMPANY PURPOSE: PUBLIC UTILITIES, INGRESS AND EGRESS RECORDED: SEPTEMBER 12, 1957 IN BOOK 6744, PAGE 225 OF OFFICIAL RECORDS AFFECTS: THE EASTERLY 10.00 FEET OF PARCEL 1 H 6. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS - 10 /31 /9)W Page 2 Order No: 8351245 U50 SET FORTH IN A DOCUMENT SCHEDULE B (continued) Your Ref: OAK CREST PARK PURPOSE: PUBLIC STREET AND HIGHWAY PURPOSES RECORDED: OCTOBER 26, 1961 AS FILE NO. 186168 OF OFFICIAL RECORDS AFFECTS: PARCEL 2 7 THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. 7. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT GRANTED TO: SAN DIEGO GAS AND ELECTRIC COMPANY PURPOSE: PUBLIC UTILITIES, INGRESS AND EGRESS RECORDED: AUGUST 20, 1962 AS FILE NO. 141988 OF OFFICIAL RECORDS AFFECTS: PARCEL 1 THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. L 8. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT PURPOSE: ONE POWER POLE AND WIRES RECORDED: SEPTEMBER 12, 1962 AS FILE NO. 156863 OF OFFICIAL RECORDS AFFECTS: PARCEL 2 x THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. x 9. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT GRANTED TO: THE PACIFIC TELEPHONE & TELEGRAPH COMPANY PURPOSE: PUBLIC UTILITIES, INGRESS AND EGRESS RECORDED: MAY 23, 1963 AS FILE NO. 90415 OF OFFICIAL RECORDS AFFECTS: PARCEL 2 o THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. r 10. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT SCHEDULE B Page 3 (continued) IrderNo: 8351245 U50 Your Ref". OAK CREST PARK PURPOSE: WATER LINE AND APPURTENANCES THERETO RECORDED: MARCH 24, 1967 AS FILE NO. 40599 OF OFFICIAL RECORDS AFFECTS: PARCEL 2 p THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. R 11. THE PRIVILEGE AND RIGHT TO EXTEND DRAINAGE STRUCTURES AND EXCAVATION AND EMBANKMENT SLOPES BEYOND THE LIMITS OF ENCINITAS BLVD. AND BALOUR DR., WHERE REQUIRED FOR THE CONSTRUCTION AND MAINTENANCE OF SAID ENCINITAS BLVD. AND BALOUR DRIVE, AS CONTAINED IN THE DEED RECORDED FEBRUARY 11, 1969 AS FILE NO. 24694 OF OFFICIAL RECORDS. 9 AFFECTS PARCEL 1. T 12. A DOCUMENT ENTITLED "A TEMPORARY EASEMENT AGREEMENT ", EXECUTED BY SAN DIEGUITO UNION HIGH SCHOOL DISTRICT AND SAN DIEGUITO IRRIGATION DISTRICT, SUBJECT TO ALL THE TERMS, PROVISIONS AND CONDITIONS THEREIN CONTAINED, RECORDED APRIL 10, 1972 AS FILE NO. 87515 OF OFFICIAL RECORDS. U AFFECTS PARCEL 2. v 13. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT GRANTED TO: SAN DIEGO GAS AND ELECTRIC COMPANY PURPOSE: TRANSMISSION AND DISTRIBUTION OF ELECTRICITY AND APPURTENANCES THERETO RECORDED: FEBRUARY 15, 1973 AS FILE NO. 73- 041249 OF OFFICIAL RECORDS AFFECTS: PARCEL 2 w THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. x 14. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT GRANTED TO: SAN DIEGO GAS AND ELECTRIC COMPANY PURPOSE: POLES, WIRES AND APPURTENANCES THERETO RECORDED: FEBRUARY 15, 1973 AS FILE NO. 73- 041250 OF OFFICIAL RECORDS AFFECTS: PARCEL 2 Y THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. PREUMBC- 9 /M /9]bk Page 4 )rder No: 8351245 U50 Y. rn Pg .-1 AC AE At� AG SCHEDULE B (continued) Your Ref: OAK CREST PARK 15. A PENDING COURT ACTION AS DISCLOSED BY A RECORDED NOTICE. PLAINTIFF: DEFENDANT: COUNTY: COURT: CASE NO: NATURE OF ACTION: RECORDED: COUNTY OF SAN DIEGO LEVIT -WEST, INCORPORATED, A DELAWARE CORPORATION, AND OTHERS SAN DIEGO SUPERIOR COURT 362517 EMINENT DOMAIN JANUARY 23, 1975 AS FILE NO RECORDS 75- 016806 OF OFFICIAL SAID ACTION WAS AMENDED BY NOTICE RECORDED JANUARY 29, 1975 AS FILE NO. 75- 021478 OF OFFICIAL RECORDS. AFFECTS PARCEL 1. 16. "THE FACT THAT RECORD OF SURVEYS 9548, 8891, 8599 AND VARIOUS OTHER SURVEYS OF RECORD ARE IN DISAGREEMENT WITH RECORD OF SURVEY 6870 AND VARIOUS OTHER SURVEYS AS TO THE LOCATION OF THE NORTHWEST CORNER O SECTION 14, TOWNSHIP 13 SOUTH RECORDED 4 WEST, AND THAT SAID RECORD OF SURVEY 9548 IS IN DISAGREEMENT WITH RECORD OF SURVEY 8347 AS TO THE LOCATION OF SUB- SECTION LINES IN TO NORTHWEST 1/4 OF SECTION 14, WHICH, COULD RESULT IN ALTERNATE POSITIONS OF THE HEREIN DESCRIBED LAND." 17. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT GRANTED TO: COUNTY OF SAN DIEGO PURPOSE: ROAD PURPOSES, AND THE RIGHT OF INGRESS AND EGRESS FOR SUCH PURPOSES (TOGETHER WITH THE RIGHT TO CLEAR AND KEEP CLEAR SAID EASEMENT), TOGETHER WITH AN EASEMENT FOR SLOPE AND DRAINAGE PURPOSES RECORDED: JULY 13, 1981 AS FILE NO. 81- 219613 OF OFFICIAL RECORDS AFFECTS: PARCEL 2 THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTICULARS. 18. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT GRANTED TO: SAN DIEGO GAS AND ELECTRIC COMPANY, A CORPORATION PURPOSE: PUBLIC UTILITIES, INGRESS AND EGRESS SCHEDULE B Page 5 (continued) -der No: 8351245 U50 Your Ref: OAK CREST PARK RECORDED: DECEMBER 1, 1981 AS FILE NO. 81- 376858 OF OFFICIAL RECORDS AFFECTS: PARCEL 2 ar THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. Al 19. ENCROACHMENT MAINTENANCE AND REMOVAL COVENANT ENCROACHMENT PERMIT NO. , RECORDED SEPTEMBER 12, 1989 AS FILE NO. 89- 490167 OF OFFICIAL RECORDS. AJ 20. AN UNRECORDED LEASE AFFECTING THE PREMISES HEREIN DESCRIBED, EXECUTED BY AND BETWEEN THE PARTIES HEREIN NAMED, WITH CERTAIN TERMS, COVENANTS, CONDITIONS AND PROVISIONS SET FORTH THEREIN LESSOR: THE SAN DIEGUITO UNION HIGH SCHOOL DISTRICT LESSEE: THE SAN DIEGUITO SCHOOL FACILITIES CORPORATION DISCLOSED BY: LIMITED TERM SUBORDINATION OF INTEREST IN REAL PROPERTY RECORDED: SEPTEMBER 14, 1993 AS FILE NO. 1993 - 0603807 OF OFFICIAL RECORDS AK THE PRESENT OWNERSHIP OF THE LEASEHOLD CREATED BY SAID LEASE AND OTHER MATTERS AFFECTING THE INTEREST OF THE LESSEE ARE NOT SHOWN HEREIN. u, AFFECTS PARCEL 2. AM 21. AN UNRECORDED LEASE AFFECTING THE PREMISES HEREIN DESCRIBED, EXECUTED BY AND BETWEEN THE PARTIES HEREIN NAMED, WITH CERTAIN TERMS, COVENANTS, CONDITIONS AND PROVISIONS SET FORTH THEREIN LESSOR: THE SAN DIEGUITO UNION HIGH SCHOOL DISTRICT LESSEE: THE SAN DIEGUITO SCHOOL FACILITIES CORPORATION DISCLOSED BY: LIMITED TERM SUBORDINATION OF INTEREST IN REAL PROPERTY RECORDED: SEPTEMBER 14, 1993 AS FILE NO. 1993 - 0603608 OF OFFICIAL RECORDS Arr THE PRESENT OWNERSHIP OF THE LEASEHOLD CREATED BY SAID LEASE AND OTHER MATTERS AFFECTING THE INTEREST OF THE LESSEE ARE NOT SHOWN HEREIN. Ao AFFECTS PARCEL 2. AP 22. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT GRANTED TO: SAN ELIJO JOINT POWERS AUTHORITY, A GOVERNMENTAL SCHEDULE B Page 6 (continued) Irder No: 8351245 U50 Your Re(: OAK CREST PARK ENTITY PURPOSE: AN UNDERGROUND RECLAIMED WATER PIPELINE(S) AND RELATED VALVES AND APPURTENANCES ABOVE AND BELOW GROUND RECORDED: AUGUST 14, 1997 AS FILE NO. 1997- 0390898 OF OFFICIAL RECORDS AFFECTS: PARCEL 2 AO THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. Ax AMONG OTHER THINGS, SAID DOCUMENT PROVIDES: TEMPORARY CONSTRUCTION EASEMENTS AS 23. COVENANT REGARDING ENCROACHMENT PERMIT NO. 018, RECORDED DECEMBER 30, 1997 AS FILE NO. 1997- 0665064 OF OFFICIAL RECORDS. AT AFFECTS PARCEL 2. AU END OF SCHEDULE B AV NOTE NO. 1: THE REQUIREMENT FOR SUBMISSION TO THIS COMPANY OF A RESOLUTION OF THE GOVERNING BODY OF CITY OF ENCINITAS AUTHORIZING THE TRANSACTION FOR WHICH THIS REPORT HAS BEEN REQUESTED TOGETHER WITH A COPY OF SUCH CORPORATION'S BY LAWS. THE RESOLUTION MUST DESIGNATE THE OFFICERS AUTHORIZED TO EXECUTE ON THE CORPORATION'S BEHALF. Aw NOTE: IF THIS COMPANY IS REQUESTED TO DISBURSE FUNDS IN CONNECTION WITH THIS TRANSACTION, CHAPTER 598, STATUTES OF 1989 MANDATES HOLD PERIODS FOR CHECKS DEPOSITED TO ESCROW OR SUB- ESCROW ACCOUNTS. THE MANDATORY HOLD PERIOD FOR CASHIER'S CHECKS, CERTIFIED CHECKS AND TELLER'S CHECKS IS ONE BUSINESS DAY AFTER THE DAY DEPOSITED. OTHER CHECKS REQUIRE A HOLD PERIOD FROM THREE TO SEVEN BUSINESS DAYS AFTER THE DAY DEPOSITED. NOTE: ANY FUNDING WIRES TO CHICAGO TITLE COMPANY ARE TO BE DIRECTED AS FOLLOWS: BANK OF AMERICA 1850 GATEWAY BOULEVARD CONCORD, CALIFORNIA ABA 121- 000358 CREDIT TO CHICAGO TITLE SUB- ESCROW DEPOSITORY ACCOUNT NO. 12359 -50752 FURTHER CREDIT TO ORDER NO: 008351245 ATTN: TOM VOTEL PRELIMS /MYMbk SCHEDULE B Page 7 (continued) -der No: 8351245 U50 Your Ref: OAK CREST PARK TITLE OFFICER nx JTF FFELIMB 9 23 : 93bh Is Idu •- /257 j1 ; =i 111 fr. ki L I 40 ' I I SHT 2 ,VIA.. CANT'cER!A a f,r 3 Nafe �yt• I PU 14055cqqqs ppp'j 44, 1% • esy. za SHT 2 Pte,' l ; 0.— 8 x PAOR.2 3.02 AC 5.02AC o �� ter• 5•�q ti _ + - .pia • wm s . PM I4055 cf.� I• SHT _. /a WID 9LVD. 'x 43 / 5 ;;; �,•c v. OAKCREST PARK 20.39 x. PZ- 1 W ES 30 +2574'' ' 'OAKC(� Sr ai zsaT -f.x� 31 w Ck SHT. 2 M Uhl 37 SHT. I l 4- 21 -8b c6 land �r I � -.- -�'• S +- nar• eels. R cor- 10ct, 4' 1.) .: 1055 mcurul; by rcua[i - J ty for any �.. ;eILtOCe therwm Idu •- /257 j1 ; =i 111 fr. ki L I 40 ' I I SHT 2 ,VIA.. CANT'cER!A a f,r 3 Nafe �yt• I PU 14055cqqqs ppp'j 44, 1% • esy. za SHT 2 Pte,' l ; 0.— 8 x PAOR.2 3.02 AC 5.02AC o �� ter• 5•�q ti _ + - .pia • wm s . PM I4055 cf.� I• SHT _. /a WID 9LVD. 'x 43 / 5 ;;; �,•c v. OAKCREST PARK 20.39 x. PZ- 1 W ES 30 +2574'' ' 'OAKC(� Sr ai zsaT -f.x� 31 w Ck SHT. 2 M Uhl 37 SHT. I l 4- 21 -8b c6 SEC 14 - TI3S -R4W - -`_:P: !' C'F r",% " ::4 4 - POS fa Cr n "' OAKCREST JUNIOR HIGH ' SCHOOL O 780 'x-24 Pea. 4.35AC. N _ r "rh12d th r ? �t id a 'iasat I to be cccr_C.C, Cite asscr.as uo li_r: "..i a.Crlpary ':f for ary twCOa a•;srrw So3s ec_uric;� by reuson oP t.-eliar:ce thereon" I • NO ACCESS I8 SHT 2 } SEC 14 - TI3S -R4W - -`_:P: !' C'F r",% " ::4 4 - POS fa Cr n LIST OF PRINTED EXCEPTIONS AND EXCLUSIONS CALIFORNIA LAND TITLE ASSOCIATION STANDARD COVERAGE POLICY - 1990 EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, attorneys' fees or expenses which arise by reason ol'. 1 (a) Any law, ordinance or governmental regulation (including but not limited to building and zoning laws. ordinances. or regulations) restricting, regulating, prohibiting or relating to (i) the occupancy use, or enjoyment of the land. (it) the character, dimensions or location of any improvement now or hereafter erected on the land'. (hi) a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a parl', or (w) environmental protection, or the effect of any violation of these laws, ordinances of governmental regulations, except to the extent that a notice of the enforcement thereof or a notice of a defect. lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Dale of Policy (b) Any governmental police power not excluded by (a) above. except to the extent that a notice of the exercise thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy, but not excluding from coverage any taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge. 3. Defects. liens. encumbrances, adverse claims or other matters (a) whether or not recorded In the public records at Date of Policy. but created. suffered assumed or agreed to by the insured claimant, (b) not known to the Company, not recorded in the public records at Date of Policy, but known to the insured claimant and not disclosed in writing to the Company by the insured claimant prior to the dale the insured claimant became an insured under this policy. (c) resulting m no loss or damage to the insured claimant. (d) attaching or created subsequent to Date of Policy. or (e) resulting in loss or damage which would not have been sustained if the insured claimant had paid value for the insured mortgage or the estate or Interest insured by this policy. 4. Unentorceability of the Gen of the insured mortgage because of the inability or failure of the insured at Date of Policy, or the inability or failure of any subsequent owner of the Indebtedness. to comply with applicable doing business laws of the state in which the land is situated. S. Invalidity or unenforceability of the lien of the insured mortgage. or claim thereof, which arises out of the transaction evidenced by the insured mortgage and Is based upon usury or any consumer credit protection or truth -in- lending law. Any claim, which arises out of the transaction vesting in the insured the estate or interest insured by this policy or the transaction creating the Interest of the insured lender. by reason of the operation of federal bankruptcy, slate insolvency or similar creditors' rights laws. EXCEPTIONS FROM COVERAGE This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) which arise by reason of 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings. whether or not shown by the records of such agency or by the public records. 2. Any facts, rights, interests or claims which are not shown by the public records but which could be ascertained by an inspection of the lanu or which may be asserted by persons in possession thereof. 3. Easements, liens or encumbrances. or claims thereof, which are not shown by the public records. 4. Discrepancies, conflicts In boundary Imes, shortage in area. encroachments. or any other facts which a correct survey would disclose, and which are not shown by the public records. 5. (a) Unpatented mining claims; (b) reservations or exceptions in patents or In Acts authorizing the Issuance thereof. (c) water rights. claims or title to water, whether or not the matters excepted under (a). (b) or (c) are shown by the public records. Reorder Form No 12599 (Rev. 2193) AMERICAN LAND TITLE ASSOCIATION OWNER'S POLICY (10- 17 -92) and AMERICAN LAND TITLE ASSOCIATION LEASEHOLD OWNER'S POLICY (10- 17 -92) EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or tlamage, costs, attorneys' fees or expenses which arise by reason of 1. (a) Any law. ordinance or governmental regulation (including but not limited to building and zoning laws, ordinances, or regulations) restricting, regulating, prohibiting or relating to (i) the occupancy, use, or enjoyment of the land, pp the character dimensions or!ocation of any improvement now or hereafter erected on the land, (m) a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part, or pv) environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations, except to the extent that a notice of the enforcement thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy (b) Any governmental police power not excluded by (a) above. except to the extent that a notice of the exercise thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Dale of Policy. 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Dale of Policy, but not excluding from coverage any taking which has occurred prior to Date of Policy which, would be binding on the rights of a purchaser for value without knowledge 3. Defects. liens. encumbrances. adverse claims or other mailers. (a) created. suffered assumed or agreed to by the insured claimant. (b) not known to the Company, not recorded in the public records at Date of Policy, but known to the insured claimant and not disclosed in writing to the Company by the insured claimant prior to the date the insured claimant became an insured under this policy. (c) resulting in no loss or damage to the insured claimant', (d) attaching or created subsequent to Date of Policy, or (e) resulting in loss or damage which would not have been sustained it the insured claimant had paid value for the estate or mterest insured by this policy Any claim, which arises out of the transaction vesting in the insured the estate or interest insured by this policy, by reason of the operation of federal bankruptcy, stale insolvency. or similar creditors rights laws, that is based on (if the transaction creating the estate or interest insured by this policy being deemed a fraudulent conveyance or fraudulent transfer, or pQ the transaction creating the estate or interest insured by this policy being deemed a preferential transfer except where the preferential transfer results from the failure. (a) to timely record the instrument of transfer, or (b) of such recordation to impart notice to a purchaser for value or a judgment or lien creditor The above policy forms may be issued to afford either Standard Coverage or Extended Coverage. In addition to the above Exclusions from Coverage, the Exceptions from Coverage in a Standard Coverage policy will also include the following General Exceptions EXCEPTIONS FROM COVERAGE This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) which arise by reason of 1. Taxes or assessments which are not shown as existing hens by the records of any taxing authority that levies taxes or assessments on real property or by the public records Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of Such agency or by the public recortls. 2. Any facts. rights, interests or claims which are not shown by the public records but which could be ascertained by an inspection of the land or by making inquiry of persons in possession thereof 3. Easements. hens or encumbrances, or claims thereof, which are not shown by the public records 4 Discrepancies, conflicts m boundary Imes. shortage in area encroachments. or any other facts which a correct survey would disclose. and which are not shown by the public recortls. 5. (a) Unpalented mining claims', (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof: (c) water rights, claims or title to water, whether or not the matters excepted under (a), (b) or (c) are shown by the public records. AMERICAN LAND TITLE ASSOCIATION LOAN POLICY (10.17 -92) WITH ALTA ENDORSEMENT - FORM 1 COVERAGE and AMERICAN LAND TITLE ASSOCIATION LEASEHOLD LOAN POLICY (10- 17 -92) WITH ALTA ENDORSEMENT - FORM 1 COVERAGE EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, attorneys' fees or expenses which arise by reason of 1. (a) Any law, ordinance or governmental regulation (Including but not limited to building and zoning laws, ordinances, or regulations) restricting, regulating, prohibiting or relating to (1) the Occupancy, use. or enjoyment of the land. (ii) the character, dimensions or location of any improvement now or hereafter erected on the land; (ni) a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part: or (iv) environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations. except to the extent that a notice of the enforcement thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy (b) Any governmental police power not excluded by (a) above, except to the extent that a notice of the exercise thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy, but not excluding from coverage any taking which has occurred prior to Dale of Policy which would be binding on the rights of a purchaser for value without knowledge. 3. Defects. liens. encumbrances. adverse claims or other matters. (a) created, suffered, assumed or agreed to by the insured claimant; (b) not known to the Company, not recorded in the public records at Date of Policy, but known to the insured claimant and not disclosed in writing to the Company by the insured claimant prior to the date the insured claimant became an insured under this policy; (c) resulting in no loss or damage to the insured claimant; (d) attaching or created subsequent to Date of Policy (except to the extent that this policy insures the priority of the lien of the insured mortgage over any statutory lien for services, labor or material or to the extent insurance is afforded herein as to assessments for street improvements under construction or completed at Date of Policy); or (e) resulting in loss or damage which would not have been sustained if the insured claimant had paid value for the insured mortgage 4. Unenforceability of the lien of the insured mortgage because of the inability or failure of the insured at Date of Policy, or the inability or failure of any subsequent owner of the indebtedness, to comply with applicable doing business laws of the stale in which the land is situated. 5. Invalidity or unenforceability of the lien of the insured mortgage, or claim thereof, which arises oul of the transaction evidenced by the insured mortgage and is based upon usury or any consumer credit protection or truth in lending law. 4. Any statutory lien for services, labor or materials (or the claim or priority of any statutory hen for services, labor or materials over the hen of the insured mortgage) arising from an improvement or work related to the land which is contracted for and commenced subsequent to Dale of Policy and is not financed in whole or in part by proceeds of the indebtedness secured by the insured mortgage which at Date of Policy the insured has advanced or is obligated to advance. 7. Any claim, which arises out of the transaction creating the interest of the mortgagee insured by this policy, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors rights laws, that is based on (I) the transaction creating the interest of the insured mortgagee being deemed a fraudulent conveyance or fraudulent transfer; or (ii) the subordination of the interest of the insured mortgagee as a result of the application of the doctrine of equitable subordination; or (ui) the transaction creating the interest of the insured mortgagee being deemed a preferential transfer except where the preferential transfer results from the failure: (a) to timely record the instrument of transfer; or (b) of such recordation to impart notice to purchaser for value or a judgment or lien creditor. The above policy forms may be issued to afford either Standard Coverage or Extended Coverage. In addition to the above Exclusions from Coverage, the Exceptions from Coverage in a Standard Coverage policy will also include the following General Exceptions: EXCEPTIONS FROM COVERAGE This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) which arise by reason of: 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. Proceedings by a public agency which may result to taxes or assessments, or notices of such proceedings. whether or not shown by the records of such agency or by the public records. 2. Any facts, rights, interests or claims which are not shown by the public records but which could be ascertained by an inspection of the land or by making inquiry of persons in possession thereof. 3. Easements, hens or encumbrances. or claims thereof, which are not shown by the public records. 4. Discrepancies. conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey would disclose, and which are not shown by the public records. 5. (a) Unpatented mining claims: (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water, whether or not the matters excepted under (a), (b) or (c) are shown by the public records. AMERICAN LAND TITLE ASSOCIATION RESIDENTIAL TITLE INSURANCE POLICY (6.1.87) EXCLUSIONS In addition to the exceptions in Schedule B. you are not insured against loss, costs . attorney's fees and expenses resulting from 1 Governmental police power. and the existence or violation of any law or government regulation This includes budding and zoning ordinances and also laws and regulations concerning • land use • land division • improvements on the land • environmental protection This exclusion does not apply to the violations or the enforcement Of these matters which appear in the public records at Policy Dale This exclusion does nor limit the zoning coverage described in Items 12 and 13 of Covered Title Risks 2. The right 10 take the land by condemning it unless - • a notice of exercising the right appears in the public records on the Policy Date • the taking happened prior to the Policy Dale and 15 binding on you it you bought the land without knowing of the taking 3. Title Risks • that are created. allowed. or agreed to by you • that are known to you, but not to us. on the Policy Date -unless they appeared in the public records • that result in no loss to you • that first affect your title after the Policy Date- this does not limit the labor and material ken coverage in Item 8of Covered Title Risks 4 Failure to pay value for your title 5 Lack of a right • to any land outside the area specifically described and referred loin item 3 of Schedule A. or • in streets. alleys or waterways that touch your land This exclusion does not limit the access coverage in Item 5 of Covered Title Risks. 05/18/2000 08:06 7607321367 RIGHT OF WAY ENG. PAGE 01 -105717/2000 13:18 619""2259 No. 40 CLERK OF THE BOARD PAGE 01 TUESDAY, SEPTEMBER 15, 1981 RESOLUTION DEDICATINr COUNTY PARK PROPERTY TO COUNTY HIGHWAY PURPOSES ON MOTION OF Supervisor Bates and seconded by Supervisor Hamilton the following resolution is adopted: WIIEREAS, in 1976 the County of San Diego ourchased certain property for park purposes administered by the Department of Parks & Recreation; and WHEREAS, the Department of Parke 6 Recreation desires to r o b P78 -150 designates said property to become Oakerest Park Drive, a park entrance road, 4R feet wide; and WHEREAS, the Department of Public works and the Department 1 develop said property into a neighborhood park; and ti WHEREAS, in order to develop said park, a Major Use M Permit No. P78 -150 was granted to the Department of Parka i sa Recreation by this Board of Supervisors, on July 25. 1979 (#6 s 7), and amendea July 23, 1960 (24); and 0 0 o, WHEREAS, the map accompanyinq the Major Use Permit No. r o b P78 -150 designates said property to become Oakerest Park Drive, a park entrance road, 4R feet wide; and WHEREAS, the Department of Public works and the Department 1 of Parks 5 Recreation have agreed to the necessity of oakcrest Park Drive as a County Highway to serve the Nark and that said property, Parcel'81- 0698A1, consistinq of .SR acres, should t.hercfore be dedicated to road right -of -way for oakezest Park Drive. NOW THEREFORE BE IT RESOLVED that the land described as Parcel 81- 0698111 in Exhibit "A" attached hereto is hereby dedicated for County HiGliway purposes. �'rD I C 1001 u r. n ti s Z t x nl l� 0 a O € of Parks 5 Recreation have agreed to the necessity of oakcrest Park Drive as a County Highway to serve the Nark and that said property, Parcel'81- 0698A1, consistinq of .SR acres, should t.hercfore be dedicated to road right -of -way for oakezest Park Drive. NOW THEREFORE BE IT RESOLVED that the land described as Parcel 81- 0698111 in Exhibit "A" attached hereto is hereby dedicated for County HiGliway purposes. �'rD I C 1001 u r. n 05/18/2000 08:06 7607321367 RIGHT OF WAY ENG. Parcel No. 81- 069E -Ai (7 -7 -81) (FD:WAR:ab) That portion of the Southeast Quarter of the "Orthwest Quarter of Sec- tion 14, Townsn;p 13 South, Range 4 West, San Bernardino gate and Meridian, in the County of San Diego, State of California, described in a Grant Deed to the County of San Diego from Levitt West incorporated and recorded on the 20th day o` February 1976, at File /Page No. 76- 048720 in the Office of `hp R- �.or•der of said County described as follows: A strip of land 70.00 fee: wide. 35.00 feet on each side of the following described centerline: PAGE 02 r1 BEGINNING at Engineer Station 30 +25.74 on the centerline of Road Survey No. 419, a plat of which is filed in the Office of the County Engineer Of said County; thence at right angles to said centerline South 88 625'23 "East, 195.00 feet to the beginning of a tangent 200.00 foot radius curve con- cave Southwesterly; thence Easterly along the arc of said curve through a central angle of 70 001'49" a distance of 244.45 feet to ther-beginning of a 200.00 foot radius reverse curve concave Northeasterly; thence South- easterly along the arc of said reverse curve through a central ;angle of 66 "21'33" a distance of 231.99 feet: thence tangent to said v.urve South 84 °51'07" East, 120.85 feet to a POINT OF TERMINUS, TOGETHER with that portion of said County land lying Easterly.of• the Easterly right -of -way line of said Road Survey No. 419 and Northerly of said 70.00 foot strip and lying Southwesterly of the are of a 20.00 foot radius curve concave Northeasterly, said curve being tangent to said right -of -way line and said 70.00 foot strip. ALSO, TOGETHER with that portion lying Easterly of said right. -.o.f -ray 110#. Southerly of said 70.00 foot strip, and Northwesterly of the:-arc Of a 20.00 foot radius curve concave Southeasterly, said curve betny :tangent to said right -of -way line and said 70.00 foot strip. EXHIBIT A ... w. ... .. ,� ��� .,..,v, crovnoee to e�•o, nuns i•�inn "i :i 05/18/2000 08:06 7607321367 RIGHT OF WAY ENG. PAGE 03 17/2000 13:18 619._.,2259 CAERK OF THE BOARD PAGE 03 8 126 /81 24 j 6 /30 /81 132 ) 1. Approve the attached resolution to dedicate 0akcrest Park Road from Depart - 111ent of Parks A Necreati0n to Uepartment of Public Works for road purposes. ClCrk Of the Board to return a fully executed copy to the Departnent of General Services, Facility 6 Real Property Division. (0200) Attn: R, Gerhardt IANI AMY OI 4L OI,F S I,HI •C,ryi This project is located at the intersection of Encinitas Boulevard and Batour Drive the unincorporated area of Encinitas. (Thomas Bros., page 24, F -5). As part of a Major Use Permit, Oakcrest Park Drive was pro posed with the staff$ of the Departmen of Parks A Recreation and the Department of PuD is Works. The Major Use Per+nit P78 -150 and Environmental findings were appproved by your Board on July 25, 1979 (6 A 7) and anlrnded on July 23, 1980 (24). Under a Joint Powers Agreement approved by your Board on May 26, 1981 (22), the San 01e9uito Union Nigh School District and the County will pay equal shares of the construction costs of the road. The construction contract was approved by your Board on June 30, 1981 (132). ..,UXQINAN(;( EAr SVLU IION COIINTV OF SAS; mi-Qp AGENDA ITEMS AOnCI N-rN t, CSWSa AC NO O BOARD OF SUPERVISOR$ UYHOV AL NF U _PPHOVCD Nv [rj,lNTV COV Nl-L A' r0 `.IuNQ FN OM. tloy,il T. Lowrey, Director (029) 565 -3605 Department of parks b Recreatlt (] STANDARD P0111m 5UV11"E5 No E: n- pe diture I `.9I I INC r.. r - on DATE August 18, 1981 august 2a, ._ _ 'Il 19R1 ;' rrr, 1 —. _ Road Dedication Oakcrest Park Drive Parcel 81.0698A -1 )i .•. III,('.•.:AIr •rU\rl,tt I /Ib\IIU A,'I1. "I [6 - J,,,`y Ln ��No. OFF I I + -.� •� I, u. --_��. M I I Iu.AI T775- a x -7T -- L •I 5 ( r I .u1•v uI_LY_ 8 126 /81 24 j 6 /30 /81 132 ) 1. Approve the attached resolution to dedicate 0akcrest Park Road from Depart - 111ent of Parks A Necreati0n to Uepartment of Public Works for road purposes. ClCrk Of the Board to return a fully executed copy to the Departnent of General Services, Facility 6 Real Property Division. (0200) Attn: R, Gerhardt IANI AMY OI 4L OI,F S I,HI •C,ryi This project is located at the intersection of Encinitas Boulevard and Batour Drive the unincorporated area of Encinitas. (Thomas Bros., page 24, F -5). As part of a Major Use Permit, Oakcrest Park Drive was pro posed with the staff$ of the Departmen of Parks A Recreation and the Department of PuD is Works. The Major Use Per+nit P78 -150 and Environmental findings were appproved by your Board on July 25, 1979 (6 A 7) and anlrnded on July 23, 1980 (24). Under a Joint Powers Agreement approved by your Board on May 26, 1981 (22), the San 01e9uito Union Nigh School District and the County will pay equal shares of the construction costs of the road. The construction contract was approved by your Board on June 30, 1981 (132). ..,UXQINAN(;( EAr SVLU IION CIII /ENS C0,111611TTEF STATEMENT yes Np AOnCI N-rN t, CSWSa AC NO dCIVIL SE AVICE UYHOV AL NF U _PPHOVCD Nv [rj,lNTV COV Nl-L A' r0 `.IuNQ LLCIALIT, Yf 0 NOT A•PLICAULL (] STANDARD P0111m 5UV11"E5 No E: n- pe diture I CUIIIILNT YLAR COST ANNUAL COST OUCCITECI df funds. None None O YES Y1 No "i"A'CiSAL IR!);IIRE AUUIIIUNnL r•11I50NNLL' - It .•r5 ;r.N ''YILyITq PI n.InNI'Nf Ilnpl)Rnnr LL;enO POLICY .... QTI R 111 0/0 uE 51 APPOCAaI •. r.rnl;t r4 :'rl :•r ,•n>.rL ACI I- ..• - CGNCV ns- . '',•I• „'..r �• i UISA,/I(YJI• rv111 tNo r.xrL ICAX�T enld,•I n 1•C / /(t1r` APPOUVE L1 J. F. Meyers, Jr. 565 -5897 (0200) ` - L 0 T. 1 REY, D actor Pr+UNL ANO MAIL STOP GAO OR OEPT. A TN'.IR- A ►n ..nNt.lrT rr nl::., _....... _.... - - -. V E tat NTATIVIf FAX TRANSMITTAL FORM City of Encinitas FAX 760/633 -2818 505 S. Vulcan Avenue Community Development Department Encinitas, CA 92024 -3633 760/633 -2600 DATE: S'- 1 ta. o=� SEND TO FAX #: Advanced Plan ning/HousingDivision Building Division Code Enforcement Division Planning Division (p19- S44- 6279 ,TO: �[ O T E. L' # OF PAGES (including this page) 4 FROM: �-�� A PHONE: 760/633- 1-1 `13 ❑ Call ASAP ❑ Review & Call ❑ Review & Return ❑ F.Y.I. ❑ Please Handle ❑ Per Our Conversation ❑ Please Reply by COMMENTS: of41G C 9�z Sr vot2,1L C PAR►< Vn%Vf 9-1%4 0J �kf� -tom �R�PGI�i`{ k1, 40 9 -►5- 81 G /OFFICE99 /FAX FORM h--•o,� . 1 W1EN RECORDED, PLEASE OIL T0: CLERK, Board of Supervisors San Diego County Administration Len 1600 Pacific Highway Son Diego, California 92101 DEED OF DEDICATION SAN DIEGDiTO ANION HIGH SCHOOL DISTRICT, hereinafter to COUNTY OF SAN DIEGO, a Political subdivision situated California, on easement for road purposes, and the right such purposes (together with the right to clear and keep over, under, and across the hereinafter described lands. LRABI? N0: �-'�ssii � BOOK 1981 :ORDED P::VST OF oeutsb of stn DtaRo 040am ae 0*UWW aerrlwa k13 1 19 PN'BI Zrl.iiy� Grantor, hereby dedicates In San Diego County, of ingress and egress for clear said easement) in, Said easement is situated in the County of San Diego, State of California, and is more particularly described as follows: Parcel No. 81- 0583 -A (5- 28 -81) (JA:RH:ff) -hat portion of the South Quarter Of the South Half of the Southeast Quarter of the Northwest Quarter of Section 14, Township 13 South, Range 4 (lest, San Bernardino Base and Meridian, in the County of San Diego, State of California, lying within a strip of land 70.00 feet wide, the sidelines of said strip lying 35.00 feet on each side of the following described centerline: BEGINNING at Engineer Station 30+25.74 on the centerline of Road Survey Me. 419, a plat of which is filed in the Office of the County rnglneer of said County; thence at right Angles to said centerline South 88 °25'23" East, 195.00 feet to the beginning of a tangent 200.00 foot radius curve concave Southwesterly; thence Easterly along the arc of said curve through a central angle of 70 "01'49" a distance of 244.45 feet to the beginning of a 200.00 font radius reverse curve concave Northeasterly; thence Southeasterly along the arc of said reverse curve through a central ongie of 33'24'23' a distance of 116.61 feet to a Point "A "; thence continuing Along said are through • central angle of 33'03'10" a distance of 115.38 feet; :hence tangent to said curve South 84 °51'07" East, 120.85 feet to a Point 08 ", being a POINT OF TERMINUS. Together with that portion of said South Quarter lying within the circum- ference of a 66.00 foot radius circle, the center of said circle being At a point South 05'08'53' Nest, 31.00 feet from sold Point "B ". Also, together with that portion of said South Quarter lying Southwesterly of the Westerly line of said 66.00 foot radius circle. AND lying Southerly of the Southerly line of said 70.00 foot wide strip of land. AND lying Northeasterly of the arc of a 35.00 foot radius curve concave Southwesterly, said curve being tangent to both said Westerly and Southerly lines. •O N 7 ~ � 7 cD ice.. W C43 ;r 1483 Parcel No. 81- 0583 -B (5- 28-81) (JA:RN:ff) That portion of said South Quarter lying within ■ strip of land 40.00 feet wide, the sidelines of said strip ly'ng 20.00 feet on each side of the following described centerline: BEGINNING at said Point 'A'; thence South 38 012'03" (lest, 54.00 feet to a POINT OF TERMINUS. Also, together wi,h that portion of said South Quarter, lying Southwesterly of the Southerly line of said 70.00 foot wide strip of land, AND lying a _ Southeasterly of the Southeasterly line of said 40.00 foot wide strip of land and lying Northerly of the arc of a 19.00 foot radius curve concave Southerly, said curve being tangent to both said Southerly and Southeasterly lines. Also, together with that portion of said South Quarter lying Southwesterly of the Southerly line of said 70.00 foot wide strip of land, AND lying Northwesterly of the Northwesterly line of said 40.00 foot wide strip of land and lying Easterly of the arc of a 19.00 foot radius curve concave Westerly, said curve being tangent to both said Southerly and Northwesterly lines. Parcel No. 81- 0583 -C (5- 28-81) (JA:RN:ff) Also, together with an easement for slope and drainage purposes lying within said South Quarter AND lying Northeasterly of the circumference of said 66.00 foot radius circle. AND lying Southerly of the Northerly line of said South Quarter, AND lying Westerly of a line described as follows: Commencing at the Northwesterly corner of said South Quarter; thence Easterly along the Northerly line of said South Quarter a distance of 730.00 feet to the TRUE POINT OF BEGINNING; thence Southerly at right angles to said Northerly line to a point on the circumference of said 66.00 foot radius circle, being a POINT OF TERMINUS. Provided, however, that in the event the use of said real property for road purposes is discontinued, the property interest dedicated herein shall revert to Grantor. Grantor and its successors in interest shall not erect or construct, or permit to be erected or constructed, any building or other structure, within the limits of said easement. Grantor agrees that no other easement shall he granted in, over, under or across the above described property and easement by the Grantor or its successors in interest without the previous written consent of the Grantee. x .o Co OD w 'i7Fr 1 1 1190 IN WITNESS WHEREOF, San Dieguito Union High School District has caused this Deed to be exec by the Sec nU Of the Board this .Lf ^ day of r _L, SAN DIEGUITO UNION HIGH SCHOOL DISTRICT i OF SAN DIEGO COUNTY, CALIFORNIA I BY STATE r'F CALIFORNIA COUNTY OF sm DIffA Jn for {d ttarie J;er ?8/ De /ore to own to e I thsnally a geared y the undersignedt a Notary P sn to be ���� 7 vblic in and of w _ Public 0 `care o br herp`e Y . o exec public poration, agency pubiic co the within Ins trtirnent on b Such 9 ncy or political etthlefsion, an ryora ti on, m)rncy. or political sub Aiv is rid eha o sa d 11 iNl :,S m Oed to tim that Y hand aid official seal ecuted the tame. / B++anwrwb.Ya,mr4a Mw v. F r DIVFS PI'S f!aac 11 yF Yd Of This is to certify that the Interest in real property c..nveyed by the foregoing deed a grant to the County of San Diego, a politir.tl core - '-ion, is hereby accepted on behalf of the Board of Supervisors of said County of tan Diego pursuant to authority conferred by Resolution of said Board adopted on March 20, 1979, and the Grantee consents to recordation thereof by its duly authorized officer, Date <! y I> .0 NCTi rleprty Director (Acting) t Facility and Real Property Division Department of General Services x .o " /Z'j 00 C4 ZI96IZ off -rst�v IL _I �_ NOV r 0AKCRESl ``. 1 ..V irll I(wHi� I G'Jry •Y. Y • .H. Y..ai• lrsl .Y.M .Y • •M \H . •r Y 6 H. H • .l • c ••. � T�•�rYw aY Hr.,�r .w.•sH�yw ��• Yr A Yr r G{t ' � 81•G•lB.iB ' ` d j.j • .:+rr• T. 1 ..V irll I(wHi� I G'Jry •Y. Y • .H. Y..ai• lrsl .Y.M .Y • •M \H . •r Y 6 H. H • .l • c ••. � T�•�rYw aY Hr.,�r .w.•sH�yw ��• Yr A Yr r 1492 Resolution of intention to Dedicate Interest in Real Property Un motion of Meatier Thorr,nm , seconded by Member 8rme the g resolution is adopted: WHEREAS. Count of San Dte has requested this Board to dedicate an interest n rea property to said app cant for purposes set forth below; and WHEREAS, in the judgment of this Board public convenience makes it expedient that said request be granted; NOW THEREFORE BE iT RESOLVED ANU ORDERED pursuant to the provisions of the Education Code, Section 39540, et seq., that the Governing Board of the San Die uito Union H1 h School District of the County of San Diego, State of California, hereby declares that it is the intention of this Board to dedicate to Count of San 2 o , upon the terms and conditions that are set forth in that certa n onn entit e Deed of Dedication re a copy of which is attached hereto, marked t z b a by t made a part hereof, an easement in real property belonging to said District and more particularly described in said Exhibit "A" for road purposes, and the right of ingress and egress for such purposes (together with the right to clear and keep clear said easement) in, over, under, and across the hereinafter described lands. BE IT FURTHER RESOLVED AND ORDERED that a public meeting be held by this Board at its regular place of meeting, Oak Crest Junior High School 675 Salour Drive, Encinitas California on June lt3 T98at�77� mm. _, at inti ch time alIpperson�'intereste�y appear an�� cause, aid ny-fry hive. wily said dedication should not be made. BE IT FURTHER RESOLVED AND OROERF.O that notice of the adoption of this resolu- tion and of the time and place of holding said meeting shall be given by posting copies of said resolution, signed by the members of this Board, or by a majority thereof, in three (3) public places in said District not less than ten (10) days before the date of said meeting and by publishing the notice attached hereto, marked Exhibit "B", once not less than five (S) days before the date of the meeting in Encinitas Coast Dispatch , a newspaprr of general circulation published in ' e -NsTr ci t- n -Wi—ch this-Uisf-rTct is located and having a general circulation in the District. PASSED AND ADOPTED by the Governing Board of the San Die uita Union High School District of San Diego County, California, t �s 6fh ay o s.,. 1981 / n Dieguito or-tsa6,a. (Requires 2 /3rds majority) i x �o lv co W ..' 1493 DEED OF DEDICATION SAN DiEGUiTO UNI0N NIGH SCHOOL DISTRICT, hereinafter Grantor, hereby dedicates to COUNTY OF SAN DIEGO, a political subdivision situated in San Diego County, California, an easement for road purposes, and the right of ingress and egress for such purposes (together with the right to clear and keep clear said easement) in, over, under, and across the hereinafter described lands. Said easement is situated in the County of San Diego, State of California, and is more particularly described as follows: Parcel No. 81- 0583 -A (5- 28-81) (JA:RM:ff) That portion of the South Quarter of the South Half of the Southeast Quarter of the Northwest Quarter of Section 14, Township 13 South, Range 4 Nest, San Bernardino Base and Meridian, in the County of San Diego, State of California, lying within a strip of land 70.00 feet wide, the sidelines of said strip lying 35.00 feet on each side of the following described centerline: BEGINNING at Engineer Station 30+25.74 on the centerline of Road Survey No. 419, a plat of which is filed in the Office of the County Engineer of said County; thence at right angles to said centerline South 88 °25'23" East, 195.00 feet to the beginning of a tangent "00.00 foot radius curve concave Southwesterly; thence Easterly along the arc of said curve through a central angle of 70001'49" a distance of 244.45 feet to the beginning of a 200.00 foot radius reverse curve concave Northeasterly; thence Southeasterly along the arc of said reverse curve through a central angle of 33 624'23" a distance of 116.61 feet to a Point "A "; thence continuing along said arc through a central angle of 33 003'10" a distance of 115.38 feet; thence tangent to said curve South 84 051'07" East, 120.85 feet to a Point "B ", being a POINT OF TERMINUS. Together with that portion of said South Quarter lying within the circum- ference of a 66.00 foot radius circle, the center of said circle being at a point South 05 °08'53" West, 31.00 feet from said Point "B ". Also, together with that portion of said South Quarter lying Southwesterly of the Westerly line of said 66.00 foot radius circle. AND lying Southerly of the Southerly line of said 70.00 foot wide strip of land, AND lying Northeasterly of the are of a 39.00 foot radius curve concave Southwesterly, said curve being tangent to troth said Westerly and Southerly lines. EXHIBIT "A" x .o /Z' w i - l�r� 1494 Parcel No. 81- 0583-8 (5- 28-81) (JA:RH:ff) That portion of aid South Quarter lyingg wtinin a strip of land 40.00 foist wide, the sidelines of said strip Ty; g 20.00 feet on each side of the following described centerline: BEGINNING at said Point "A thence South 38 °12'03" West, 54.00 feet to a POINT OF TERMINUS. Also, together with that portion of said South Quarter, lying Southwesterly of the Southerly .ine of said 70.00 foot wide strip of land. AND lying Southeasterly of the Southeasterly line of said 40.00 foot wide strip of land and lying Northerly of the arc of a 19.00 foot radius curve concave Southerly, said curve being tangent to both said Southerly and Southeasterly lines. Also, together with that portion of said South Quarter lying Southwesterly of the Southerly line of said 70.00 foot wide strip of land, AND lying Northwesterly of the Northwesterly line of said 40.00 foot wide strip of land and lying Easterly of the arc of a 19.00 foot radius curve concave Westerly, said curve being tangent to both said Southerly and Northwesterly lines. Parcel No. 81- 0583 -C (5- 28-81) (JA:RH:ff) Also, together with an easement for slope and drainage purposes lying within said South Quarter AND lying Northeasterly of the circumference of said 66.00 foot radius circle, AND lying Southerly of the Northerly line of said South Quarter, AND lying Westerly of a line described as follows: Commencing at the Northwesterly corner of said South Quarter; thence Easterly along the Northerly line of said South Quarter a distance of 730.00 feet to the TRUE POINT OF BEGINNING; thence Southerly at right angles to said Northerly line to a point on the circumference of said 66.00 foot radius circle, being a POINT OF TERMINUS. Provided, however, that in the event the use of said real property for road purposes is discontinued, the property interest dedicated herein shall revert to Grantor. Grantor and its successors in interest shall not erect or construct, or permit to be erected or constructed, any building or other structure, within the limits of said easement. Grantor agrees that no other easement shall be granted in, over, under or across the above described property and easement by the Grantor or its successors in interest without the previous written consent of the Grantee. w` Y" ;... EXHIBIT "A" c x .o N /Z" Co Do 1495 iN WITNESS WHEREOF, San Oieguito Union High School District has caused this Deed to be executed by of this OF NSANEGUITO UNIONTHiGH SCHOOL DISTRICT DIEGO By — — — — — — — — — — — — — — L STATE OF CALIFORNIA COUNTY OF SAN DiEGO On 6eforc me, the undersigned, a Notary Public in and for sa fate, persona y aopeared known to we to be the o an f .known t -- o me �O 6e t o person w . execute t e w th n ns trument on be a of Said public corporation, agency or political subdivision, and acknowledged to ar that such public corporation, agency, or political subdivision executed the same. WITNESS my hand and official seal. Signatu Nan typed o p me EXHIBIT "A» x .o P. /Z- W M i1 cm a w,w ��. uin � w•..w w w. .. m S W } �'. i t i N° 219613 D�cnLA�M n- Al,htlM " 1 149 TO AN INTERESTTINTREAL PROPERTYTE NOTICE IS HEREBY GIVEN that the Governing Board of the San Dieguito Union High Sc� 1 District on June 6 1981 adopted a resolution of intention to dedicate to County of San Diega for road pulses AM easement across property of this district located at Oak Crest Junior High School. 67s g1lour Drive Encinitas County of San Diego, State of California (a description of the purposes of the easement, of the route therein and other particulars of the dedication are of the file and maybe examined in the office of the Business manager San Die unto Union High School District ) and has set 7.30 o'clock _p_•n•. June 18 , 19 81 , at Oak Crest Junior High School 675 Balour Drive Encinitas California at which time for a public hearing upon the question of making such dedication, interested persons nay appear and protest. I' .:�li ti�4tr�+`f !S'a.m�t. '1is. +•,. SAX DIE ITO 1011011 H1 SCHOOE DISTRICT By ew er EXHIBIT "8" x W r 9� IP Resolution Dedicating +n j 1 4 9 3 interest in Real Property On motion of ►lerber Thompson , seconded by Member , t -FO ow ng rcso cat on s adopted: adopted a resolution of WHEREAS. this Board on June 6 1981ro r ascribed therein to the intention to dedicate an interes across property described the and owned Coup of San Die a y This UISE, c; an WHEREAS, said resolution of it provided that a public hearing on the be 1 by h question of raking sucr dedication9 81 at �3 Boa •s 00 o'clock rcgM.. atlwhit f meeting on June 18 time and place a persons n Brest— d— fhereln m�igFt- appear and s+ow cause why said dedication should not be made; and WHEREAS, notice of the adoption of saiboli affidavitstOfnpostingland given as provided by law, all of which appears Y publication on file In the office of this Board; and WHEREAS, this Board formally convened at the time and place set forth in sold resolution of intention, and no 'person appeared to object to or protest /n aliher verbally or to writing against the dedication of the easement described said resolution; and WHEREAS, in the judgment of this Board it is expedient and for the best interests of this District that said dedication be made: NOW THEREFORE, BE iT RESOLVED AND ORDERED by the Governing Board of theD San Dieouiten Union H1 h School r ses described in the Diego County that an nterest n rea property art June 6 19 91 , be resolution of intention adopted by this Board on and it is hereby dedicated to the Count of San e o provided, however, that in the evvn7=tWe—Us—eoT san rea property or t purposes described in the resolution of intention to dedicate is discontinued. said property shall revert to the District; BE IT FURTHER RESOLVED AND ORDERED that the Secretarf of this Board be and is hereby authorized and directe o execute an a ver a deed of dedication of the interest in real property described in said resolution of intention to said applicant. PASSED AND ADOPTED by the Governing Board of the San Die uito Union H1 h School District of San Diego County. LaTfi'orn a, 's t Tay un�__, 19 81 by the following vote: AYES: Byrne, Flowell, Shirts, Thompson, Sennibough NOES: Nona ABSENT: None Carried uno,lmousiy. (Requires 2 /3rds majority) x .o , CID W 4r 4 1 1493 STATE OF CALIFORNIA ss COLMY OF SAN DIEGO I, William A. Berrier , "erk /Secretary of the Governing Board of the n e u on c 1 District of San Diego County, CaiIforn a. o erc y cart y at the orego ng is a full, true and correct copy of a resolution duly adopted by said Board at a ular meeting thereof at the time and place and by the vote a ove state , which resolution is on file and of record in the office of said Board. � � n er ecre ry x .o cc O C43 RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO: CON ft>aN% -�^� (_0?-( C.JMiES 9g- oLS ri.) P ) This Space is for Recorder's Use Exempt from Documentary Transfer Tax Rev. and Tax Code section 11922 GRANT OF ACCESS EASEMENT CITY OF ENCINITAS ( "GRANTOR "), grants to SAN ELIJO JOINT POWERS AUTHORITY, a governmental entity, ( "GRANTEE "), its successors and assigns, a perpetual non - exclusive easement and right -of -way upon, across, and over the lands described below, for the purpose of allowing GRANTEE access to GRANTEE's reservoir for reclaimed water (which reservoir is owned by GRANTEE and is situated on APN 259- 320-03, and which reservoir is more particularly described on the Exhibit "B" plat map attached hereto and incorporated herein by this reference.) The land burdened by this Easement is located in the City of Encinitas, County of San Diego, State of California and is more particularly described as Parcel "B" on Exhibits "A" and "B" attached hereto and incorporated herein by this reference. GRANTEE shall have the right to use the Easement for the purpose of accessing GRANTEE's reclaimed water reservoir by vehicular or non - vehicular means for ongoing operation and maintenance of said reservoir and related facilities. GRANTOR grants the right of ingress and egress to GRANTEE to and from said Easement by reasonable routes to carry out the purposes of this Easement, together with the right to use the Easement for GRANTEE's access to adjacent property. GRANTOR reserves to itself, and to its successors and assigns, the right of ingress and egress across the Easement surface at all times. GRANTOR hereby covenants and agrees for itself, its heirs, successors and assigns that there shall not be constructed or maintained upon or within said Easement and right -of -way, any buildings, structures or landscaping of any nature or kind that will interfere with the use of said Easement and right -of -way by GRANTEE or that will interfere with the ingress or egress along said Easement by GRANTEE and that the Easement shall be graded flat and unobstructed at all times unless authorized by GRANTEE, its successors or assigns. In the event ingress or egress to the Easement area is controlled by gates that are locked, then GRANTEE shall be provided with a key to said gates at all times. In addition, GRANTOR, its successors or assigns, will be responsible for all 1 Tyn,,q n existing improvements within the Easement area and GRANTEE will not be held liable for any damages thereto. The Easement conveyed by this Grant is not exclusive and GRANTOR reserves the right to grant easement rights to others or to dedicate the land subject to the Easement to a public agency, provided that GRANTOR will not have the right to convey rights to any other party to make a use in the Easement that interferes with the rights granted to GRANTEE hereby. GRANTEE hereby covenants and agrees for itself, its successors and assigns, not to prevent GRANTOR, its successors or assigns, from crossing over the Easement and agrees that GRANTOR, its heirs, successors and assigns may enjoy the continued full use of the Easement, subject to the conditions above stated. All terms and conditions in this Easement shall be binding upon the parties, their successors, and their assigns. The benefits and burdens herein are intended, and shall, run with the land. In the event of litigation to interpret or enforce the terms and provisions of this Easement, the prevailing party shall be entitled to recover reasonable attorney's fees, in addition to costs. This Easement represents the entire agreement between the parties and shall not be modified except by written instrument signed by the parties and recorded. GRANTOR expressly warrants and represents that it has the power to grant this Easement in accordance with the terms. IN WITNESS WHEREOF, GRANTOR executed this Easement on this Z t S' day of -ZjNE , 2000. Approved by the Governing Board CITY OF ENC / ITAS on zuNt it , ZGOc % If M (City Manager) ACCEPTANCE On , 2000 this Grant of Access Easement was accepted by San Eliio Joint Powers Authority, By K SAN ELIJO JOINT POWERS AUTHORITY GRANTEE � Ili LEGAL DESCRIPTION FOR ACCESS EASEMENT PARCEL C A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINOP MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO UNITED STATES GOVERNMENT SURVEY, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID SOUTH QUARTER OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, AS SHOWN ON RECORD OF SURVEY MAP NO. 8500 FILED W THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON MAY 1, 1980 AS FILE NO. 80- 147896; THENCE ALONG THE NORTHERLY LINE OF SAID SOUTH QUARTER, NORTH 88 °37'55" WEST 454.81 FEET TO THE TRUE POINT OF BEGINNING; THENCE LEAVING SAID NORTHERLY LINE OF SAID SOUTH 114 NORTH 1 022'05" EAST 23.01 FEET; THENCE NORTH 84 °38'20" EAST 28.09 FEET; THENCE NORTH 57 042'35" EAST 12.87 FEET; THENCE SOUTH 79 °44'21" EAST 39.55 FEET, TO THE BEGINNING OF A TANGENT 8.00 FOOT RADIUS CURVE, CONCAVE NORTHWESTERLY; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 69 047'49" A DISTANCE OF 9.75 FEET; THENCE TANGENT NORTH 30 °27'50" EAST 16.14 FEET; THENCE SOUTH 43 041'51" EAST 10.19 FEET, TO A POINT ON A NON - TANGENT 12.00 FOOT RADIUS CURVE, CONCAVE NORTHEASTERLY, A RADIAL TO SAID POINT BEARS NORTH 67 019'57" WEST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 104 027'48" DISTANCE OF 21.88 FEET; THENCE TANGENT SOUTH 81 047'45" EAST 39.70 FEET; THENCE SOUTH 3 011'57" EAST 17.30 FEET, TO SAID NORTHERLY LINE OF SAID SOUTH QUARTER; THENCE ALONG SAID NORTHERLY LINE NORTH 88 037'55" WEST 20.92 FEET, TO A POINT ON A NON - TANGENT 10.00 FOOT RADIUS CURVE, CONCAVE SOUTHWESTERLY, A RADIAL TO SAID POINT BEARS NORTH 65 °16'41" EAST; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 61 °40'58" DISTANCE OF 10.77 FEET; THENCE TANGENT NORTH 86 °24'17" WEST 95.27 FEET; THENCE SOUTH 61 012'54" WEST 18.51 FEET, TO SAID NORTHERLY LINE OF SAID SOUTH QUARTER; THENCE ALONG SAID NORTHERLY LINE NORTH 88 037'55" WEST 10.80 FEET TO THE TRUE POINT OF BEGINNING. CONTAINS 3,230.0 SQ.FT. MORE OR LESS APN 259 -320-02 ATTACHED HERETO AND MADE A PART OF THIS LEGAL DESCRIPTION IS A PLAT LABELED EXHIBIT "B" " 1114 5 ID KG D. HARVEY, P.L. 292 EXPIRES 12/31/2 3 w LS SM e_ 3�2¢�06 :o 7f e�41FogN�� 03/24/00 780-acass- eme.aoc EXHIBIT r, I I to I� Im m SE COR OF S1 /4 OF S1/2 OF SE1 4 OF NW1 /4 OF SEC 14 a 200 0 200 1 INCH = 200 FT. EXHIBIT SAN EUJO RECLAIMED WATER EASEMENT PLAT EXHIBIT 'B' SHEET 1 OF 78001 FS.12.DWG x�Z O O ii-- A cn cn _ °lp 00 o 0 ul Un V) rrl Po Lp o �o sF Iry N O OA KCREST m o A 0 N rn N'L LINE S1/4 OF S1/2 RESERVC4R O OF 4 OF SEC 14 SITE SE COR OF S1 /4 OF S1/2 OF SE1 4 OF NW1 /4 OF SEC 14 a 200 0 200 1 INCH = 200 FT. EXHIBIT SAN EUJO RECLAIMED WATER EASEMENT PLAT EXHIBIT 'B' SHEET 1 OF 78001 FS.12.DWG I 0 40 1 INCH = 40 FT. CURVE DELTA RADIUS LENGTH Cl 69'47'49" 8.00' 9.75' C2 104'27'48" 12.00' 21.88' C3 61'40'58" 10.00' 10.77' C4 29'29'16" 10.00' 5.15' C5 91'10'14" 10.00' 15.92' C6 88'55'32" 10.00' 15.52' LINE BEARING LENGTH L1 NOt'22'05 "E 23.01' L2 N84'38 20 E 28.09 L3 N57'42 35 E 12.87 L4 N79'44'21 "W 39.55' L5 N30' 77'50 E 16.14 L6 N43.41 51 W 10.19 L7 N81'47'45 "W 39.70' L8 NO3'11 57 W 17.30 L10 N86'24'17 "W 95.27' L11 N61'12'54 "E 18.51 L12 N88'37'55 "W 10.80' L13 —No 1 222'05'E 6.27' L14 N61-12 54 E 12.49 L15 N88'3755 "W 119.80' L16 N04'45'57 "E 25.05' L17 N86-18 31 W 113.38 L18 N87'04'55 °E 72.14' L19 N46'22'05 °E 30.66' L20 N87'04 55 E 94.22 L21 N86'18 31 W 141.61 L22 ND4'45'S7 °E 57.73' L23 NO3'11 57 W 2.96 POR. SE1 /4 NWI /4 SEC 14 T13S R4W SBM OAKCREST PARK ROS 8500 ROS 8985 APN 259 - 320-02 RESERVOIR SITE APN 259- 320 -03 57 W�R> h l L2 L4 Gov c� PARCEL C DOC. 1997 - 0390898 TPOB L7 REC. 8 -14 -1997 IN PCL AS ::�J L10 r 12 L9 OD L13 L1 L15 PARCEL A N6516'41 -E(R : oBd)j L 18 P.......L17 ::... N S88'3T55'E o �� .'.'.'.'::.:.....:.':.'.'.'.'.':.'.'.'::.'.'::.':.':.'.'.':.':.'::::.'::.'.'.'::.'.'.:'.'...'. ............................ .. '.'.................... N '.'.'.' J ............... ......... . L20 L21 OAKCREST JUNIOR HIGH SCHOOL PARCEL 9 APN 259 - 320 -04 I SAN EUJO RECLAIMED WATER SHEETB2 OFF 2 EASEMENT PLAT 78001ESJ2.DW( Recording Requested B DRAINAGE EASEMENT Assessor's Parcel No. 259 - 320 -02 Project No.: 5874 -1 W.O. No.: MUP 98 -068 The City of Encinitas, a Municipal Corporation hereinafter designated Grantor hereby grants, bargain, convey and release unto the PUBLIC herein designated Grantee, its successors and assigns, a perpetual easement and described real property for the installation, construction, maintenance, repair, replacement, reconstruction and inspection of an enclosed or unenclosed flood DRAINAGE channel and all structures incidental thereto, and for the flowage of any waters in, over, remove buildings, structures, trees, bushes, undergrowth, and any other obstruction interfering with the use of said easement and right -of -way by the Grantee, its successors or assigns. To have successors and assigns forever together with the right to convey said easement, or any portion of said easement, to other public agencies. The real property referred to herein above and made subject to said easement and right -of -way by this grant is situated in the City of Encinitas, County of San Diego, State of California, and is particularly described as follows: SEE EXHIBITS "A" and "B" ATTACHED HERETO AND MADE A PART HEREOF BY THIS REFERENCE, The grantee shall have the right to fence all or any portion of said easement herein conveyed within which there is installed or constructed an unenclosed flood drainage channel. The Grantee, its successors and assigns, shall be responsible for operating, maintaining, and keeping in good repair the above described works of improvement. Drainage.est 06 -06 -00 bak 1 .,RIGIWt OF THIS DOD" City of Encinitas ) WAS RECORDED ON AL 28' 2000 DOD" HUMBER 2000 -0399M GREGORY J. SMITH, COUNTY RECORDER When Recorded Mail to: ) SAM DIEGO DIUHTY RECORDER'S OFFICE City Clerk ) TIME: B:59 AM City of Encinitas 1 505 South Vulcan Avenue ) Encinitas, CA 92024 1 1 FOR THE BENEFIT OF THE CITY ) SPACE ABOVE FOR RECORDER'S USE ONLY DRAINAGE EASEMENT Assessor's Parcel No. 259 - 320 -02 Project No.: 5874 -1 W.O. No.: MUP 98 -068 The City of Encinitas, a Municipal Corporation hereinafter designated Grantor hereby grants, bargain, convey and release unto the PUBLIC herein designated Grantee, its successors and assigns, a perpetual easement and described real property for the installation, construction, maintenance, repair, replacement, reconstruction and inspection of an enclosed or unenclosed flood DRAINAGE channel and all structures incidental thereto, and for the flowage of any waters in, over, remove buildings, structures, trees, bushes, undergrowth, and any other obstruction interfering with the use of said easement and right -of -way by the Grantee, its successors or assigns. To have successors and assigns forever together with the right to convey said easement, or any portion of said easement, to other public agencies. The real property referred to herein above and made subject to said easement and right -of -way by this grant is situated in the City of Encinitas, County of San Diego, State of California, and is particularly described as follows: SEE EXHIBITS "A" and "B" ATTACHED HERETO AND MADE A PART HEREOF BY THIS REFERENCE, The grantee shall have the right to fence all or any portion of said easement herein conveyed within which there is installed or constructed an unenclosed flood drainage channel. The Grantee, its successors and assigns, shall be responsible for operating, maintaining, and keeping in good repair the above described works of improvement. Drainage.est 06 -06 -00 bak 1 The Grantor, his succe rs and assigns, reserves the rig o enclosed in a manner approve by the Grantee, its successors and assigns, any portion of an unenclosed flood drainage channel provided such enclosure is constructed or installed by a licensed contractor in accordance with plans and specifications approved by and to the satisfaction of the Grantee, its successors and assigns. In granting its approval the Grantee, its successors and assigns, may impose reasonable conditions including, but not limited to, the filing by the contractor or Grantor of an adequate form of security, as approved by the City Engineer, to guarantee completion of the work. There is reserved to the Grantor, his successors and assigns, the right and privilege to use the above described land of the Grantor at any time, in any manner and for any purpose not inconsistent with the full use and enjoyment by the Grantee, its successors and assigns, of the rights and privileges herein granted. Dated this Z/ sr' day of :TuNr` '2000. Grantor: iller, City Manager Signature of Owners to be notarized. Attach the appropriate acknowledgments. I certify on behalf of the City Council of the City of Encinitas, for the PUBLIC, pursuant to authority conferred by Resolution No. 94 -107 of said Council adopted on November 9, 1994 that the City of Encinitas accepts and consents to the making of the foregoing DRAINAGE EASEMENT Dedication and consents to recordation thereof by its duly authorized officer. Date: By: Alan D. Archibald Director of Engineering Services City of Encinitas Drainage.est 06 -06 -00 bak 2 EXHIBIT "A" LEGAL DESCRIPTION APN: 259 - 320 -02 ALL THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: A STRIP OF LAND 20.00 FEET WIDE LYING 10.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE INTERSECTION OF THE WESTERLY PROLONGATION OF THE SOUTHERLY LINE OF THAT PARCEL SHOWN ON RECORD OF SURVEY NO. 8985 FILED IN THE OFFICE OF SAID COUNTY RECORDER APRIL 8, 1982, WITH THE CENTERLINE OF BALOUR DRIVE AS SHOWN ON RECORD OF SURVEY NO. 16547 FILED IN THE OFFICE OF SAID COUNTY RECORDER APRIL 13, 2000 THENCE ALONG SAID SOUTHERLY LINE AND ITS WESTERLY PROLONGATION SOUTH 88 037'55" EAST 156.17 FEET; THENCE LEAVING SAID SOUTHERLY LINE NORTH 25 049'23" WEST 33.73 FEET TO THE NORTHERLY LINE OF THE PROPOSED FUTURE RIGHT OF WAY PER CITY OF ENCINITAS IMPROVEMENT PLANS, DRAWING 5891 -1 SHEET C4.4 ACCORDING TO SAID RECORD OF SURVEY NO. 16547 ALSO BEING THE TRUE POINT OF BEGINNING; THENCE LEAVING SAID NORTHERLY LINE CONTINUING NORTH 25 049'23" WEST 214.37 FEET MORE OR LESS TO A LINE WHICH IS PARALLEL WITH AND 42.00 FEET EASTERLY OF, MEASURED AT RIGHT ANGLES FROM, THE CENTERLINE OF BALOUR DRIVE AS SHOWN ON SAID RECORD OF SURVEY MAP NO. 16547 BEING THE TERMINUS OF SAID CENTERLINE. THE SIDELINES OF SAID STRIP OF LAND SHALL BE LENGTHENED OR SHORTENED TO TERMINATE SOUTHERLY ON SAID NORTHERLY LINE OF THE PROPOSED FUTURE RIGHT OF WAY AND SHALL TERMINATE WESTERLY ON THE SAID 42.00 FOOT EASTERLY OFFSET OF THE CENTERLINE OF BALOUR DRIVE. ATTACHED HERETO AND MADE A PART OF THIS LEGAL DESCRIPTION, IS A PLAT LABELED EXHIBIT "B ". THIS REAL PROPERTY DESCRIPTION AND PLAT HAVE BEEN PREPARED BY ME, OR UNDER MY DIRECTION, IN CONFORMANCE WITH THE PROFESSIONAL LAND SURVEYORS ACT. .....� LAW SG9� SIGNATURE �l �G,� E F?k F� LICE SED LA SURVEYOR V N C 9 DATE * Ex?. U, o o N, No. 3997 e i PAGE 1 of 1 Op FU' C: \My Documenu \MSwor DRNEASE.doc 42' >I DI 0 J Q Ifi EXHIBIT "B" !AKCREST Pq � 1 rri !f W J .3.l\ll. RC)S 8985 \ PROPOSED VACATION PARCEL NO, 81- 0698 —A1 v DEDICATED FOR COUNTY HIGHWAY th PURPOSES BY COUNTY RESOLUTION 35 NO. 40 DATED SEPT. 15, 1981 \ 35 L10.00, APN 259 - 320 -02 1 17' N 25'49'23" W 33.73' OAKCREST PARK DRIVE RJS '^ APN 259- 320 -04 00 ALIGNMENT ESTABLISHED PER EASEMENT FOR ROAD PURPOSES RECORDED SEPT. 17, 1999 AS DOCUMENT NO. 1999 - 0637335 =20.00' WIDE STORM DRAIN EASEMENT 4,287 SQ. FEET MORE OR LESS :`` VIQ.N NPJAP Right —Of —Way Engineering Services, inc. 4167 Avenida De Le Plata Ste. 114 Oceanside, CA 92056 (700) 732 -1366 FAX (760) 732 -1387 Drawing file name: 00kcreststrmdm.cwg c ST Ds Hew -16647 1' =too' (Z)—PROPOSED FUTURE RIGHT —OF —WAY PER CITY OF ENCINITAS IMPROVEMENT PLANS DRAWING 5891 —I SHEET C4.4 NOTE: ALL DIMENSIONS SHOWN HEREON ARE COMPILED FROM RECORD DATA. CITY OF ENCINITAS STORM DRAIN EASEMENT 1SSESSORS' PARCEL NO OWNER: 259 - 320 -02 1 CITY OF ENCINITAS DRAWN BY: MJM I DATE: JUNE 6, 2000 1 SHEET 1 OF 1 2 GRANT DEED FOR CITY HIGHWAY Assessor's Parcel No. 259- 320 -02 -00 City of Encinitas a Municipal Corporation Project No.: MUP 98 -068 W.O. No.: 5891 -1 hereinafter called GRANTOR(S), do(es) hereby grant, convey and dedicate in fee title to the PUBLIC, hereinafter called GRANTEE, the right of way and incidents thereto for a public highway upon, over and across that certain real property in the City of Encinitas, County of San Diego, State of California, described as follows: SEE E)GHBITS "A" and "B" ATTACHED HERETO AND MADE A PART HEREOF BY THIS REFERENCE, The Grantor, for himself, his successors and assigns, hereby waives any claim for any and all damages to Grantor's remaining property contiguous to the right -of -way hereby conveyed by reason of the location, construction, landscaping or maintenance of said highway. grant.hwy 04/07/00 Attachment 2 - 4GINAL OF THIS DOCl1MElTT WAS RECORDED ON A 28, 2000 Recording Requested By: ) DOWWW LAUNDER 2000- 0399784 GREGORY J. SMITH, COUNTY RECORDER City Engineer ) SAN DIEGO COUNTY RECORDER'S OFFICE TIME: 8:59 AN When Recorded Mail to: ) City Clerk ) City of Encinitas ) 505 South Vulcan Avenue ) Encinitas, CA 92024 ) FOR THE BENEFIT OF THE CITY ) )SPACE ABOVE FOR RECORDER'S USE ONLY GRANT DEED FOR CITY HIGHWAY Assessor's Parcel No. 259- 320 -02 -00 City of Encinitas a Municipal Corporation Project No.: MUP 98 -068 W.O. No.: 5891 -1 hereinafter called GRANTOR(S), do(es) hereby grant, convey and dedicate in fee title to the PUBLIC, hereinafter called GRANTEE, the right of way and incidents thereto for a public highway upon, over and across that certain real property in the City of Encinitas, County of San Diego, State of California, described as follows: SEE E)GHBITS "A" and "B" ATTACHED HERETO AND MADE A PART HEREOF BY THIS REFERENCE, The Grantor, for himself, his successors and assigns, hereby waives any claim for any and all damages to Grantor's remaining property contiguous to the right -of -way hereby conveyed by reason of the location, construction, landscaping or maintenance of said highway. grant.hwy 04/07/00 I L--. , 2000 Dated this � da y of CITY MANAGER, Ci of u Signature of GRANTOR must be notarized. Attach the appropriate acknowledgments. This is to certify that the interest in real property conveyed by deed or grant to the City of Encinitas, a Municipal Corporation, is hereby accepted by the undersigned agent on behalf of the City Council of the City of Encinitas pursuant to authority conferred by Resolution of the City Council of the City of Encinitas adopted on November 9, 1994 and the grantee consents to recordation thereof by its duly authorized officer. Alan D. Archibald, P.E. Director of Engineering Services City of Encinitas grant.hwy 04/11/00 2 (Notarization not required) CALIFORNIA ALL -PURPG . ACKNOWLEDGMENT State of CA"L-( fb-p-d, ig County of —SA�31 �r--O On ;?6-06 before me, oars Y Name "TMe a Oe r 11, •Jena Dae, Notary ubw) personally appeared Name(a) d sgner(e) personally known to me-OR-C] proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he /she /they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), --------------------- --'--''- or the entity upon behalf of which the person(s) acted, PATRICIA DREW i executed the instrument. • Comm. r 1143097 p NOTARY PUBLICCALIFORNU to WITNES my hand and official seal. SAN DIEGO COUNTY JA My Ccrrm. Fes. Jure 22.2001 Sglawm of N ri Pubes OPTIONAL Though the information below is not required by law, if may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Title or Type of Document: Document Date: ( 7-6-Z10 Number Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: K - L - H ii- LC 1\ ❑ Individual a Corporate Officer _ a Title(s): Gt7`� ❑ Partner — Limited ❑ General ❑ Attorney -in -Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: UNCtM -v, wS Signer's Name: Ll Pages: 4 Individual Corporate Officer Title(s): Partner — ❑ Limited ❑ General Attorney -in -Fact Trustee Guardian or Conservator Other: Signer Is Representing: RIGHT I/678PRINT OF SIGNER 0 1994 National Notary Aesaaanon • UM Rommel Ave., PO. Box 7184, Canoga Patx. CA 913 718a rma. ,w. �., --etnv-,. w i-- vwc1 -1 EXHIBIT "A" DEED OF DEDICATION APN 259 - 320 -02 LEGAL DESCRIPTION AN EASEMENT FOR ROAD PURPOSES, AND THE RIGHT OF INGRESS AND EGRESS FOR SUCH PURPOSES (TOGETHER WITH THE RIGHT TO CLEAR AND KEEP CLEAR SAID EASEMENT) IN, OVER, UNDER, AND ACROSS THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SBM, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA AS SHOWN OF RECORD OF SURVEY MAP NO. 8985, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY APRIL 8, 1982 DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID RECORD OF SURVEY MAP NO. 8985; THENCE ALONG THE SOUTHERLY LINE OF SAID RECORD OF SURVEY MAP S88 037'55 "E 12.00 FEET TO A POINT ON A LINE WHICH IS PARALLEL WITH AND 42.00 FEET, MEASURED AT RIGHT ANGLES, EASTERLY OF THE CENTERLINE OF BALOUR DRIVE AS SHOWN ON SAID RECORD OF SURVEY MAP, SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE N1 °34'37 "E ALONG SAID PARALLEL LINE 60.11 FEET TO A POINT OF CUSP OF A TANGENT CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 30.00 FEET, A RADIAL LINE TO SAID POINT BEARS N88 025'23 "W; THENCE SOUTHERLY, SOUTHEASTERLY, AND EASTERLY ALONG SAID CURVE 47.23 FEET THROUGH A CENTRAL ANGLE OF 90 012'32" TO A POINT OF TANGENCY WITH A LINE WHICH IS PARALLEL WITH AND 30.00 FEET, MEASURED AT RIGHT ANGLES, NORTHERLY OF THE SOUTHERLY LINE OF SAID RECORD OF SURVEY MAP; THENCE S88 037'55 "E PARALLEL WITH SAID SOUTHERLY LINE 366.50 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 230.00 FEET; THENCE EASTERLY ALONG SAID CURVE 77.87 FEET THROUGH A CENTRAL ANGLE OF 19 °23'51" TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 170.00 FEET, A RADIAL TO SAID POINT BEARS S20 045'56 "W; THENCE EASTERLY ALONG SAID CURVE 54.01 FEET THROUGH A CENTRAL ANGLE OF 18 012'12 "; THENCE S87 026'16 "E 110.34 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 66.00 FEET; THENCE EASTERLY ALONG SAID CURVE 24.60 FEET THROUGH A CENTRAL ANGLE OF 21021'26" TO SAID SOUTHERLY LINE OF SAID RECORD OF SURVEY NO. 8985; THENCE ALONG SAID SOUTHERLY LINE N 88 037155 "W 660.27 FEET TO THE TRUE POINT OF BEGINNING. LS 4307 DATE REVISED.doc JAMES L. MEYER No. 4.'.07 Exp. 6 -30 -00 EXFiBrT 'B' - PLAT FOR R/W DEDICATION IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA 0 U w 'ri cr-CO t� 0 O °0 zz 0 M N �V) Vf O II Fi— 30.00' II II # I ,� !.i z__110 SE 1/4, NW 1/4 SEC 14 T13 S,R4 W S.B.M. R OF S 8985 '31 OWNER : CITY OF ENCINITAS, A MUNICIPAL CORPORATION. 50 �® 113 91 IIR m 1 � „i�Tr ii■�I�l�i]1 I y 4I1 / F~ ( S88'25'230E(R) 11 1 l W) Flo �SO1'22'f Vhf .......... 1......... a R, i SCALE 1' — 120' INDICATES AREA DEDICATED HEREON. �® WI ® � „i�Tr ii■�I�l�i]1 / F~ ZI opl i SCALE 1' — 120' INDICATES AREA DEDICATED HEREON. OAKCREST 588'37'55'E T PARK ' 703.21' DFJVE 1 OWNER SAN DIEGUITO HIGH SCHOOL Io DISTRICT / :+,T SOUTHERLY LINE OF SOUTHEAST QUARTER OF NORTHWEST QUARTER OF SECTION 14. LEGEND IND. EXISTING DEDICATED STREET IND. PROPOSED DEDICATED STREET VICMM YAP looms BURKETT AND WONG ENG. I 3434 FOURTH AVE. SAN DIEGO, CA 92103 L cv. 6=i11-00 Na 4307 , SCALE: 1'-120'1 J.N.: 5993 1 DATE: 04/07/99 we WI cw- / F~ ZI opl O / I1n� 10 2 •::.... C4 Io S8726'16'E ^C9 z 110.34' I! 1 z 1 OAKCREST 588'37'55'E T PARK ' 703.21' DFJVE 1 OWNER SAN DIEGUITO HIGH SCHOOL Io DISTRICT / :+,T SOUTHERLY LINE OF SOUTHEAST QUARTER OF NORTHWEST QUARTER OF SECTION 14. LEGEND IND. EXISTING DEDICATED STREET IND. PROPOSED DEDICATED STREET VICMM YAP looms BURKETT AND WONG ENG. I 3434 FOURTH AVE. SAN DIEGO, CA 92103 L cv. 6=i11-00 Na 4307 , SCALE: 1'-120'1 J.N.: 5993 1 DATE: 04/07/99 Recording Requested by: City of Encinitas When Recorded, Mail to: City Clerk City of Encinitas 505 South Vulcan Avenue Encinitas, CA 92024 For the benefit of the City APN: 259- 320 -02 JRIGINAL OF THIS DOCUMM AA; RECORDED ON JUL 29, 2000 DOCINNT RNER 2000-0399705 GREGORY J. SKITH, COIAIIY RECORDER SAN DIEGO C(AATIY RECORDER'S OFFICE TIME: 5:59 AN SPACE ABOVE FOR RECORDER'S USE ONLY RESOLUTION NO. 2000 -46 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ENCINITAS, CALIFORNIA, APPROVING THE SUMMARY VACATION OF A PORTION OF OAKCREST PARR DRIVE. WHEREAS, The City of Encinitas made an application to vacate a portion of Oakcrest Park Drive as dedicated for County Highway purposes per Resolution No. 40 by the County Board of Supervisors on September 15, 1981, and WHEREAS, the vacation proceedings are conducted under Chapter 4 of Part 3 of the State of California Streets and Highway Code, and WHEREAS, On May 8, 2000 city staff distributed notices to residents within 300 feet of the proposed vacation and to all public utility companies, and city staff received no objections to the proposed vacation, and WHEREAS, the City of Encinitas has relocated a portion Oakcrest Park Drive, and WHEREAS, the City Council of the City of Encinitas on June 21, 2000, heard all persons interested in the proposed vacation at 6:30 p.m. in the City of Encinitas Council Chambers, 505 South Vulcan Avenue, Encinitas, CA 92024; and NOW BE IT THEREFORE RESOLVED that the City Council of the City of Encinitas, approves the summary vacation of a portion of Oakcrest Park Drive as described in Exhibits 'A' and 'B' in accordance with the following: Ar6425 bak 6 -06 -00 It I . The Project as proposed is consistent with the City of Encinitas General Plan and General Circulation Element. 2. The project as proposed complies with the California Environmental Quality Act since it is exempt from environmental review. 3. There is no present or prospective public use for the right -of -way. BE IT ALSO RESOLVED that the City Clerk of the City of Encinitas shall cause a certified copy of the Resolution of vacation, attested by the Clerk under seal, to be recorded without acknowledgement or further proof, in the Office of the County Recorder. Upon such recordation, the vacation process shall be deemed complete. PASSED AND ADOPTED this 21st day of June, 2000, by the following vote, to wit: AYES: Bond, Cameron, DuVivier, Guerin, Holz. NAYS: None. ABSENT: None. ABSTAIN: None. es Bond, Mayor City of Encinitas ATTEST: n , . 7y� - Deborah Cervone, City Clerk I, Deborah Cervone, City Clerk of the City of Eeeiralas, Calilornia do hereby certify under penalty of perjury uhal The above and Ionpaiag is a true and correct copy of this document on file in my office. 11 Witnus Whereof, I have set my hand and the Seal of the CO of Encinilu day ol� Deborah Cerrone, .20o c�• n City' ark Ar6425 bak 6 -06 -00 if EXHIBIT "A" LEGAL DESCRIPTION APN: 259 - 320 -02 ALL THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: THAT PORTION OF PARCEL NO. 81- 0698 -A1 DEDICATED FOR COUNTY HIGHWAY PURPOSES BY COUNTY RESOLUTION NO. 40 DATED SEPTEMBER 15, 1981 LYING EASTERLY OF A LINE WHICH IS PARALLEL WITH AND 42.00 FEET EASTERLY OF, MEASURED AT RIGHT ANGLES FROM, THE CENTERLINE OF BALOUR DRIVE AS SHOWN ON RECORD OF SURVEY MAP NO. 16547, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY APRIL 14, 2000 AND LYING NORTHERLY OF THE NORTHERLY LINE OF THE PROPOSED FUTURE RIGHT OF WAY PER CITY OF ENCINITAS IMPROVEMENT PLANS, DRAWING 5891 -1 SHEET C4.4 ACCORDING TO SAID RECORD OF SURVEY NO. 16547. ATTACHED HERETO AND MADE A PART OF THIS LEGAL DESCRIPTION, IS A PLAT LABELED EXHIBIT "B ". THIS REAL PROPERTY DESCRIPTION AND PLAT HAVE BEEN PREPARED BY ME, OR UNDER MY DIRECTION, IN CONFORMANCE WITH THE PROFESSIONAL LAND SURVEYORS ACT. SIGNATURE LICENSED LAND S VOR DATE 06 f o v LAND S E. * Exp. o N� No. 3997 A� ' OF rat-% PAGE 1 of 1 C:1My Document s1MSword %lgI10AKCRESTPKDRVAC.doc ?G�1 E �9�LFc ®0820�ACRESEMO EVOR�LESS 0 Jo. J99 Right -01-Way Engineering Services, Inc. 4L69 Av.ydA Dv U PIAte 9d. 114 0- -.Ida, CA 92066 (766) 722 -t3ae ra 1691 732-t0E7 c —, r,y name eaFCrotvec.0•, A6 CHEST DR SITE NOTE: ALL DIMENSIONS SHOWN HEREON ARE COMPILED FROM RECORD DATA. CITY OF ENCINITAS VACATION PLAT ASSESSORS' PARCEL NO. OWNER: 259- 320 -02 CITY OF ENCINITAS BY: MJMI DATE: JUNE 5, 2000 1 SHEET 1 OF 1 EXHIBIT "B" PJFI. ;E 1/4 ]\]W -11-f S C, -.14 - AKCREST P SCALE 1" =100' 42' RDS 8986 PARCEL NO. 81- 0698 -A1 DEDICATED FOR COUNTY HIGHWAY ry � PURPOSES BY COUNTY RESOLUTION �� NO. 40 DATED SEPT. 15, 1981 35 PROPOSED FUTURE RIGHT -OF -WAY PER CITY OF ENCINITAS IMPROVEMENT APN 259 - 320 -02 PLANS DRAWING 5891 -1 SHEET C4.4 Of OAKCREST PARK DRIVE - 0 J Q ALIGNMENT ESTABLISHED PER 76547 �� APN 259 - 320 -04 EASEMENT FOR ROAD PURPOSES RECORDED SEPT. 17, 1999 AS 00 DOCUMENT NO. 1999- 0637335 ?G�1 E �9�LFc ®0820�ACRESEMO EVOR�LESS 0 Jo. J99 Right -01-Way Engineering Services, Inc. 4L69 Av.ydA Dv U PIAte 9d. 114 0- -.Ida, CA 92066 (766) 722 -t3ae ra 1691 732-t0E7 c —, r,y name eaFCrotvec.0•, A6 CHEST DR SITE NOTE: ALL DIMENSIONS SHOWN HEREON ARE COMPILED FROM RECORD DATA. CITY OF ENCINITAS VACATION PLAT ASSESSORS' PARCEL NO. OWNER: 259- 320 -02 CITY OF ENCINITAS BY: MJMI DATE: JUNE 5, 2000 1 SHEET 1 OF 1 Recording Requested By: ) D QC # City of Encinitas ) flrz•r 1.3 Wh R d d mail to ) 1999-0245324 1999 9:57 AI" f en ecor e a City Clerk ) OFFICIAL RECORDS SAN DIEGO COUNTY RECORDER'S OFFICE City of Encinitas ) t GREGORY J. SHIM CMTY RECORDER 317 505 South Vulcan Avenue ) ,,, FEES: 0.00 Encinitas, CA 92024 ) OICI: HA FOR THE BENEFIT OF THE CITY SPACE ABOVE FOR REC NI IIIIIiII III �IIIIII III III II GRANT DEED FOR CITY HIGHWAY II 1999- 0245324 Assessor's Parcel No. [ -5y-'3l I — I D Project No.: M90' =l:�, W.O. No.: CpFq(oA MUP 58_oUB hereinafter called GRANTOR(S), do(es) hereby grant, convey and dedicate in fee title to the CITY OF ENCINITAS, State of California, hereinafter called GRANTEE, the right of way and incidents thereto for a public highway upon, over and across that certain real property in the City of Encinitas, County of San Diego, State of California, described as follows: SEE EXHIBIT "A" and "B" ATTACHED HERETO AND MADE A PART HEREOF BY THIS REFERENCE, grant.hwy 2 -09 -98 bak 1 Recordilig Requested By: City of Encinitas When Recorded Mail to: City Clerk City of Encinitas 505 South Vulcan Avenue Encinitas, CA 92024 FOR THE BENEFIT OF THE CITY Assessor's Parcel No. 259 -320 -04 TIE utIGINAL OF THIS DOC[KHT WAS RE[IIM ON SEP 17, 1999 DOCIAEMT NUi1BER 1999 - 0637335 GREGORY J. SMITH, C[HTIY REL'O<M SAN DIEGO COUNTY RECORDER'S OFFICE TIME: 9:18 AN )SPACE ABOVE FOR RECORDER'S USE ONLY EASEMENT FOR CITY HIGHWAY San Dieguito Union High School District Project No.: MUP 98 -068 W.O. No.: 5890 -IR hereinafter called GRANTOR(S), do(es) hereby grant, convey and dedicate to the City if Encinitas, State of California, hereinafter called GRANTEE, the right of way and incidents thereto for a public highway upon, over and across that certain real property in the City of Encinitas, County of San Diego, State of California, described as follows: SEE EXHIBITS "A" and "B" ATTACHED HERETO AND MADE A PART HEREOF BY THIS REFERENCE, The Grantor hereby grants to the City of Encinitas (CITY, hereinafter) the privilege and right to extend drainage structures and excavation and embankment slopes beyond the limits of the herein described right -of -way where required for the construction and maintenance of said CITY highway. Reserving unto the GRANTOR of the above described parcel of land, his successors or assigns, the right to eliminate such slopes and/or drainage structures or portions thereof, when in the written opinion of the City Engineer of Grantee, the necessity therefore is removed by substituting other protection, support and/or drainage facility, provided such substitution is first approved in writing by the City Engineer. grant.hwy 4 -16 -1999 jlr The Grantor hereby furthe ants to the Grantee all trees, growths, k, swing or that may hereafter grow), and road building materials within said right -of -way, including the right to take water, together with the right to use the same in such a manner and at such locations as said Grantee may deem proper, needful, or necessary, in the construction, reconstruction, improvement, or maintenance of said highway. The Grantor, for himself, his successors and assigns, hereby waives any claim for any and all damages to Grantors remaining property contiguous to the right -of -way hereby conveyed by reason of the location, construction, landscaping or maintenance of said highway. Dated this 28 day of June , 1999 SAN DIEGUITO UNION HIGH SCHOOL DISTRICT OWNER: t_�.�.a..,,..., Secretary, Board of Trustees Signature of Owners to be notarized. Attach the appropriate acknowledgments . This is to certify that the interest in real property conveyed by deed or grant to the City of Encinitas, a Municipal Corporation, is hereby accepted by the undersigned agent on behalf of the City Council of the City of Encinitas pursuant to authority conferred by Resolution of the City Council of the City of Encinitas adopted on November 9, 1994 and the grantee consents to recordation thereof by its duly authorized officer. Dated Alan D. Archibald, P.E. Director of Engineering Services City of Encinitas grant.hwy 4 -16 -1999 jlr 2 CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT State of C 6LlroZV/ k County of art/ D /Eh /l On fU,tJ�r_ 19. 199y before me, SG! f AA/ O A/ (- IFVoes NOfAR y &&D 4 we..e Ti a onlw (•.s. •.r» . racy werrl personally appeared Gil li-L/1R. AFH ,egltgL we.bl d slpnot) i personally known to me — OR — ❑ proved to me on the basis of satisfactory evidence to be the person(o whose name(a) isAmosubscribed to the within instrument and acknowledged to me that helshaMey executed the SUSAN D. GLEIFORST same in his4*WW *authorized capacity(ies), and that by commission a 1169370 his /part4hsirsignature(a) on the instrument the person(1r), Notary Public - California or the entity upon behalf of which the person(g) acted, ¢ Son Diego County executed the instrument. r'Ay Comm. Fires Fed 6.2002 WITNESS my hand and official seal. OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on Me document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: E&L (/LY &1 NW ,Y Document Date: &IV 1,2, /IJCJ N Number of Pages: — S Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: &11LL1ri09 /i jr t2 / ❑ Individual 0 ❑ Corporate Officer Tdle(s): Partner —❑ Limited ❑ General Atiomey -in -Fact ❑ Trustee ❑ Guardian or Conservator - . K Other: Top of Thumb here Signer Is Representing: Signer's Name: ❑ Individual ❑ Corporate Officer Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney -in -Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: RIGHT THUNISPRINT OF SIGNER 01994 Nanonal Notary MS ..11on • 8236 Remmot A" PO O. 7184 • Canoga P^ CA 913094191 Rcd N, ?90' 14,11!11 c.w T AI'toe' ENT876 be21 DEED OF DEDICATION 259 - 320 -04 LEGAL DESCRIPTION AN EASEMENT FOR ROAD PURPOSES, AND THE RIGHT OF INGRESS AND EGRESS FOR SUCH PURPOSES (TOGETHER WITH THE RIGHT TO CLEAR AND KEEP CLEAR SAID EASEMENT) IN, OVER, UNDER, AND ACROSS THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SBM, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA AS SHOWN OF RECORD OF SURVEY MAP NO. 8985, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY APRIL 8, 1982 DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID RECORD OF SURVEY MAP NO. 8985; THENCE ALONG THE SOUTHERLY LINE OF SAID RECORD OF SURVEY MAP S88 037'55 "E 672.27 FEET TO A POINT ON A NON - TANGENT CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 66.00 FEET, A RADIAL LINE TO SAID POINT BEARS N23 °55'10 "E; THENCE EASTERLY, SOUTHERLY, WESTERLY AND NORTHERLY ALONG SAID CURVE 261.55 FEET THROUGH A CENTRAL ANGLE OF 227 003'13" TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 39.00 FEET, A RADIAL BEARING TO SAID POINT BEARS N70 058'23 "E; THENCE NORTHERLY, NORTHWESTERLY, AND WESTERLY ALONG SAID CURVE 44.81 FEET THROUGH A CENTRAL ANGLE OF 65 149'30 "; THENCE N84 151'07 "W 9.55 FEET TO AN INTERSECTION WITH A LINE WHICH IS 58.00 FEET, MEASURED AT RIGHT ANGLES, SOUTHERLY OF THE SOUTHERLY LINE OF SAID RECORD OF SURVEY MAP; THENCE N88 137'55 "W ALONG SAID PARALLEL LINE 499.91 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 30.00 FEET; THENCE WESTERLY, SOUTHWESTERLY, AND SOUTHERLY ALONG SAID CURVE 47.01 FEET THROUGH A CENTRAL ANGLE OF 89 047'28" TO A POINT OF TANGENCY WITH SAID LINE HEREIN ABOVE DESCRIBED WHICH IS PARALLEL WITH AND 42.00 FEET, MEASURED AT RIGHT ANGLES, EASTERLY OF THE CENTERLINE OF BALOUR DRIVE AS SHOWN ON SAID RECORD OF SURVEY MAP; THENCE ALONG SAID PARALLEL LINE S1 134'37 "W 75.31 FEET TO THE SOUTHERLY LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 14; THENCE ALONG SAID SOUTHERLY LINE N 88 039'23 "W 12.00 FEET TO A LINE WHICH IS PARALLEL WITH AND 30.00 FEET, MEASURED AT RIGHT ANGLES, EASTERLY OF THE CENTERLINE OF BALOUR DRIVE AS SHOWN ON SAID RECORD OF SURVEY MAP; THENCE ALONG SAID PARALLEL LINE N1 034'37 "E 163.21 FEET TO THE POINT OF BEG INNING. /% 4- I& - 99 PLS 4307 DATE REVISED.doc W DAMES L. MEYER v No. 4307 Exp. 6-30-00 EXI-ofr'B' - PLAT FOR WIN DEDICATION IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA III OAKCREST PARK 30.00' Sr 1/4, NW 1/4 SEC 14 R OF S 8985 I T 13 S, R 4 W SCALE 3 I S.B.M. T' - 120' .I I OWNER : CITY OF ENCINITAS, A MUNICIPAL CORPORATION. N I A-1; 4I I POB SOUTHWEST CORNER OF RECORD OF SURVEY S MAP NO. 8985. c In INDICATES — INDICATES AREA DEDICATED HEREON. N0. I RADIUS I DELTA I LENGTH Cl 47.01 65.00 13 26 .55 6 9.00 65-4W30- 44.81 a........ . , . ..................... ........... :....::.....:... ...S....`: W: : PARK :`..'DRIVE se4± 1..:.....::: •:::::: 588' 3755 "E :::: 1�S01'22'05 "W(R)^ OWNER SAN' DIEGUITO n N88 25'23 'W(R) HIGH SCHOOL DISTRICT p 1; P — o N88'39'23"W z 12.00' SOUTHERLY LINE OF SOUTHEAST QUARTER 30.CO' OF NCRTHWEST QUARTER OF SECTION 14. Iw o. 0 °jA IM ICB N70'58'23 "E(R) 4VI F: 259 1. LEGEND BURKETT AND WONG ENG. IND. EXISTING DEDICATED STREET 3434 FOURTH AVE. - - - - - -- IND. PROPOSED DEDICATED STREET SAN DIEGO, CA 92103 VICHW LW 110 poll ENCINITAS1 8 L V D ` m E .P. i E AE SCALE: 1--120'1 J.N.: 5993 DATE: 04/07/99 Resolution Dedicating an Interest in ) Real Property ) On motion of Member Ms. Dierker , seconded by Member Ms. O'Connell the following resolution is adopted: WHEREAS, this Board on May 20, 1999, adopted a resolution of intention to dedicate an interest in real property owned by this District to the City of Encinitas, County of San Diego, State of California, a municipal corporation; and WHEREAS, said resolution of intention provided that a public hearing on the request of making such dedication be held by this Board at its regular place of meeting on June 17 1999, at 6:30 o'clock p.m., at which time and place all persons interested therein might appear and show cause why said dedication should not be made; and WHEREAS, notice of the adoption of said resolution of intention was duly given as provided by law, all of which appears by the affidavits of posting and publication on file in the office of this Board, and WHEREAS, this Board formally convened at the time and place set forth in said resolution of intention, and no persons appeared to object to or protest either verbally or in writing against the dedication of the property described in said resolution, and WHEREAS, in the judgment of this Board it is expedient and for the best interests of this District that said dedication be made, NOW THEREFORE, BE IT RESOLVED AND ORDERED by the Governing Board of the San Dieguito Union High School District of San Diego County that an interest in real property for the purposes described in the resolution adopted by this Board on May 20, 1999, be and it is hereby dedicated to the City of Encinitas, County of San Diego, BE IT FURTHER RESOLVED AND ORDERED that the Secretary of this Board be and is hereby authorized and directed to execute and deliver the Easement for City Highway described in said resolution of intention to said applicant. PASSED AND ADOPTED by the Governing Board of the San Dieguito Union High School District of San Diego County, California this 17 day of June, 1999, by the following vote: AYES: Dalessandro, Flores, Groth, Rich, Hartley ADVISORY VOTES: Dierker, O'Connell, Stein NOES: None ABSENT: None San Dieguito Union High School District 710 Encinitas Blvd. Encinitas, CA 920243357 (760) 7536491 vmw.sduhsd.kl2caus Board of Trustees: Joyce Dalessandro Bill Flores Barbara GrcM Susan Hartley Deanna Rich Superintendent: IhIT41hTi711111M i =3 Business Services (760) 9433508 FAX Asst. Superintendent, Business Eric J. Hall (760) 9433518 Carmel Valley MS Diegueno MS Earl Warren MS La Costa Canyon HS North Coast Alternative HS Oak Crest MS San Dieguito Adult Education San Dieguito HS Academy Sunset HS Torrey Pines HS (ps� Zr July 15, 1999 Alan D. Archibald, P.E. Director of Engineering Services City of Encinitas 505 South Vulcan Avenue Encinitas, CA 92024 EASEMENT FOR CITY HIGHWAY The San Dieguito Union High School District Board of Trustees, at their meeting on June 17, 1999, adopted the resolution authorizing William A. Berrier, Secretary of the Board, to execute and deliver the Easement for City Highway to the City of Encinitas. Enclosed herewith is the signed Easement document. Please provide the District with a recorded copy. SIMONETTA "NETTIE" MARCH BUSINESS SERVICES ANALYST Encl. F OUSINESSWIEMOS\Business Letlerhead.dol SAN DIEGO MTY RECORDER'S OFFICE GREGORY J. SMITH, COUNTY RECORDER DOC O'S 1Y39- x7245324 PPR 13, 1999 9:57 AN TOTAL DUE: 0.00 Recording Requestel- .,y: ) THE unIGINAL OF THIS DOCUMENT IRS RECORDED ON AN 1G� 1'M City of Encinitas ) DODJUT NUMBER 1999 - 0245324 GEM J. SMITH, COWN RECORDER when Recorded Mail to: ) SAM DIEGO COUMIY RECORDER'S OFFICE City Clerk ) TIME: 9:57 AM City of Encinitas ) 505 South Vulcan Avenue ) Encinitas, CA 92024 ) FOR THE BENEFIT OF THE CITY ) )SPACE ABOVE FOR RECORDER'S USE ONLY GRANT DEED FOR CITY HIGHWAY Assessor's Parcel No. � �j� I . `(� Project No.: 5990 - =R W.O. No.: CFF9foA muP W-O&S hereinafter called GRANTOR(S), do(es) hereby grant, convey and dedicate in fee title to the CITY OF ENCINITAS, State of California, hereinafter called GRANTEE, the right of way and incidents thereto for a public highway upon, over and across that certain real property in the City of Encinitas, County of San Diego, State of California, described as follows: SEE EXHIBIT "A" and "B" ATTACHED HERETO AND MADE A PART HEREOF BY THIS REFERENCE, grant.hwy 2 -09 -98 bak The Grantor, for himself, his successors and assigns, hereby waives any claim for any and all damages to Grantor's remaining property contiguous to the right -of -way hereby conveyed by reason of the location, construction, landscaping or maintenance of said highway. Dated this 9 1 X4 day of Dubitt�t— 1979- Ron—, 1 A].L • of Sic, Diego a corp I aL A= my W Fact Signature of Owners to be notarized. Attach the appropriate acknowledgments. I certify on behalf of the City Council of the City of Encinitas, pursuant to authority conferred by Resolution of said Council adopted on November 9, 1994 that the City of Encinitas consents to the making of the foregoing Right -of -way Dedication and consents to recordation thereof by its duly authorized officer. Date: Z By:� Alan D. Archibald Director of Engineering Services City of Encinitas grant.hwy 2 -09 -98 bak 2 CALIFORNIA ALL- PURPO* ACKNOWLEDGMENT Stateof California County of San Diego On October 29, 1998 Date beforeme, Vanessa McAuliffe, Notary Public Name aM Tela W 08¢er (a g_'Jane Doe. Notary PudK-) personally appeared Vincent E. Whelan Name(s) of SIgnagsl -X personally known to me - OR - ) whose namefsoare subscribed to the within instrument and acknowledged to me thaKSAh&+hey executed the same i 1er /their authorized capacityfesj, and that by ( Fhviltheir signature*on the instrument the person(s}, VANBSAMCAutIFFE or the entity upon behalf of which the person(* acted, Co -Luton N 1196371 executed the instrument. Norm PLAft • comarrio - SanDIOWC"ItIf I WITNESS my hand and official seal. M/C,anm.5pYesseP 14.2A2 /Glf2Qi� /Ll "%iJI Putt/ 4 5 Wre of Notary OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this torn to another document. Description of Attached Document Title or Type of Document: Grant Deed for city Highway Document Date: 10/29/98 Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Vincent E. Whelan ❑ Individual ❑ Corporate Officer Title(s): ❑ Partner — ❑ Limited J General [J Attomey -in -Fact ❑ Tr stee u ❑ Guardian or Conservator ❑ Other: Top of thumb here Signer Is Representing: 14e Romap �ath$lic ishop o an Diego, a corporation sole Number of Pages: 2 Signer's Name: ❑ Individual ❑ Corporate Officer Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney -in -Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Top of thumb here Signer Is Representing: C 1995 National Notary Assmianon • 8298 Remmet Ave.. PO. Box 1181 • Canoga Park. CA 91309-7184 Pnm No, 5907 HaPnier'. Gan Ion -free 1-mu -ara nazi GOVERNMENT CODE SECTION 27281 This is to certify that the interest in real property conveyed by deed or grant to the City of Encinitas, a Municipal Corporation, is hereby accepted by the undersigned agent on behalf of the City Council of the City of Encinitas pursuant to authority conferred by Resolution of the City Council of the City of Encinitas adopted on November 9, 1994 and the grantee consents to recordation thereof by its duly authorized officer. Dated: 3 — Z I, —q Alan D. Archibald, P.E. Director of Engineering Services City of Encinitas 96-070.2 9/29/98 Exhibit'A' Dedication to the City of Encinitas for Public Highway Purposes The Easterly 20,00 feet of the following described property The East half of the South half of the Southeast Quarter of the Southwest Quarter of the Northwest Quarter of Section 14, Township 13 South, Range 4 West, San Bernardino Meridian, in the County of San Diego, State of California, according to official plat thereof. Excepting therefrom the Southerly 156 feet of the Easterly 150 feet Contains 3,360 square feet, more or less, EXHIBIT 'B' 30" f'LY 1/4 COR OF _ N8938'S9 "W 309.90' SE 114, SW 114 ` 289.90'— — — — NW 114 SEC. 14 T.IJ S. R. 4 W., S.B.M. 20' WIDE DEDICATION TO CITY OF ENCINITAS FOR PUBLIC HIGHWAY PURPOSES. CN cl-- O I 10' 41' F112OF THE S112 �! OF THE SE 114 SW 114, NW 114 SEC 14, T 13 S. �W of ✓`� "� R. 4 W. S.B.M. z Q 110.00' _ t I N8939'45 "W 130.00' zl a1' I � I � 0 VAND S C a m w U V AS v S 0 5406 O O .��MA SAN Dp Q) z JUAN < Exp 913oro0 cn Z m SI 1E VICINITY MAP c �P I JOB No. 96 -070 912819 -N89 39'45 "W 180.10' 50WAVV5 8 DROWN [N6INMIN5, ING, CONSULTING ENGINEERS 2187 NEWCASTLE AVENUE SUITE 103 CARDIFF " TIE SEA, CA. 9200'4 TEL. 760 436 —BSOb 42�. c: W0*1 \amy�96070emf.Ewg 1 4 Recording Requested B 1 THE ORIGINAL OF THIS DOGLW9 City of Encinitas 1 K RECORDED ON JLL 28' 2000 DOCIKNT NLINAER 2000- 039`M7 When Recorded Mail to: 1 GIEGORY J. SAITH, COIATTY RECORDER SAN DIEGO COUNTY RECORDER'S OFFICE City Clerk ) TIIE: 8:59 AN City of Encinitas 1 505 South Vulcan Avenue 1 Encinitas, CA 92024 ) ) FOR THE BENEFIT OF THE CITY ) SPACE ABOVE FOR RECORDER'S USE ONLY DRAINAGE EASEMENT Assessor's Parcel No. 259 - 320 -02 Project No.: 5874 -1 W.O. No.: MUP 98 -068 The City of Encinitas, a Municipal Corporation hereinafter designated Grantor hereby grants, bargain, convey and release unto the PUBLIC herein designated Grantee, its successors and assigns, a perpetual easement and described real property for the installation, construction, maintenance, repair, replacement, reconstruction and inspection of an enclosed or unenclosed flood DRAINAGE channel and all structures incidental thereto, and for the flowage of any waters in, over, remove buildings, structures, trees, bushes, undergrowth, and any other obstruction interfering with the use of said easement and right -of -way by the Grantee, its successors or assigns. To have successors and assigns forever together with the right to convey said easement, or any portion of said easement, to other public agencies. The real property referred to herein above and made subject to said easement and right -of -way by this grant is situated in the City of Encinitas, County of San Diego, State of California, and is particularly described as follows: SEE EXHIBITS "A" and "B" ATTACHED HERETO AND MADE A PART HEREOF BY THIS REFERENCE, The grantee shall have the right to fence all or any portion of said easement herein conveyed within which there is installed or constructed an unenclosed flood drainage channel. The Grantee, its successors and assigns, shall be responsible for operating, maintaining, and keeping in good repair the above described works of improvement. Drainage.est 06 -06 -00 bak 1 The Grantor, his succe' -� 3rs and assigns, reserves the righ..o enclosed in a manner approve by the Grantee, its successors and assigns, any portion of an unenclosed flood drainage channel provided such enclosure is constructed or installed by a licensed contractor in accordance with plans and specifications approved by and to the satisfaction of the Grantee, its successors and assigns. In granting its approval the Grantee, its successors and assigns, may impose reasonable conditions including, but not limited to, the filing by the contractor or Grantor of an adequate form of security, as approved by the City Engineer, to guarantee completion of the work. There is reserved to the Grantor, his successors and assigns, the right and privilege to use the above described land of the Grantor at any time, in any manner and for any purpose not inconsistent with the full use and enjoyment by the Grantee, its successors and assigns, of the rights and privileges herein granted. Dated this Zi s day of Junk` Grantor Signature of Owners to be notarized. Attach the appropriate acknowledgments. 2000. rql I Miller, City Manager I certify on behalf of the City Council of the City of Encinitas, for the PUBLIC, pursuant to authority conferred by Resolution No. 94 -107 of said Council adopted on November 9, 1994 that the City of Encinitas accepts and consents to the making of the foregoing DRAINAGE EASEMENT Dedication and consents to recordation thereof by its duly authorized officer. Date: �'23 -6a By. J 4,,Vj &1-u Alan D. Archibald Director of Engineering Services City of Encinitas Drainage.est 06 -06 -00 bak 2 l EXHIBIT "A" LEGAL DESCRIPTION APN:259- 320 -02 ALL THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: A STRIP OF LAND 20.00 FEET WIDE LYING 10.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE INTERSECTION OF THE WESTERLY PROLONGATION OF THE SOUTHERLY LINE OF THAT PARCEL SHOWN ON RECORD OF SURVEY NO. 8985 FILED IN THE OFFICE OF SAID COUNTY RECORDER APRIL 8, 1982, WITH THE CENTERLINE OF BALOUR DRIVE AS SHOWN ON RECORD OF SURVEY NO. 16547 FILED IN THE OFFICE OF SAID COUNTY RECORDER APRIL 13, 2000 THENCE ALONG SAID SOUTHERLY LINE AND ITS WESTERLY PROLONGATION SOUTH 88 037'55" EAST 156.17 FEET; THENCE LEAVING SAID SOUTHERLY LINE NORTH 25 049'23" WEST 33.73 FEET TO THE NORTHERLY LINE OF THE PROPOSED FUTURE RIGHT OF WAY PER CITY OF ENCINITAS IMPROVEMENT PLANS, DRAWING 5891 -1 SHEET C4.4 ACCORDING TO SAID RECORD OF SURVEY NO. 16547 ALSO BEING THE TRUE POINT OF BEGINNING; THENCE LEAVING SAID NORTHERLY LINE CONTINUING NORTH 25 049'23" WEST 214.37 FEET MORE OR LESS TO A LINE WHICH IS PARALLEL WITH AND 42.00 FEET EASTERLY OF, MEASURED AT RIGHT ANGLES FROM, THE CENTERLINE OF BALOUR DRIVE AS SHOWN ON SAID RECORD OF SURVEY MAP NO. 16547 BEING THE TERMINUS OF SAID CENTERLINE. THE SIDELINES OF SAID STRIP OF LAND SHALL BE LENGTHENED OR SHORTENED TO TERMINATE SOUTHERLY ON SAID NORTHERLY LINE OF THE PROPOSED FUTURE RIGHT OF WAY AND SHALL TERMINATE WESTERLY ON THE SAID 42.00 FOOT EASTERLY OFFSET OF THE CENTERLINE OF BALOUR DRIVE. ATTACHED HERETO AND MADE A PART OF THIS LEGAL DESCRIPTION, IS A PLAT LABELED EXHIBIT "B ". THIS REAL PROPERTY DESCRIPTION AND PLAT HAVE BEEN PREPARED BY ME, OR UNDER MY DIRECTION, IN CONFORMANCE WITH THE PROFESSIONAL LAND SURVEYORS ACT. LAW sLq� i SIGNATURE mil_ �G E. 9ygY F< LICEpISED LA SURVEYOR U p DATE lc /O(cfOd * Exp. G p k c0. No. 3997 PAGE 1 of 1 \ C:1My DocumentslMSwor DRNEASE.doc O' 0 J Q m EXHIBIT "B" P r;. SE� -1/21, OAKCREST pp 42' ^^r C Ln NW -1/4 ED) E� C, -1 r i !f W, zs,aj\ll, PROPOSED VACATION PARCEL NO. 81- 0698 —A1 DEDICATED FOR COUNTY HIGHWAY PURPOSES BY COUNTY RESOLUTION \35 35 NO. 40 DATED SEPT. 15, 1981 10.00' APN 259 - 320 -02 10.00 \ 7' 5" 1 .17' N 25'49'23" W 33.73' OAKCREST PARK DRIVE yy�� rr-iJv dS `� APN 259- 320 -04 00 ALIGNMENT ESTABLISHED PER EASEMENT FOR ROAD PURPOSES RECORDED SEPT. 17, 1999 AS DOCUMENT NO. 1999 - 0637335 E. R APL 20.00' WIDE STORM DRAIN EASEMENT 4,287 SO. FEET MORE OR LESS VI NI_�_TY SAP \ ""914 V AK CREST N Right -Of -Ray Engineering Services, Inc. m 4189 Avemds De 1,e Pieta Ste 114 Oceanside, CA Si ply SITE (760) 732 -1300 FAX (760) 732 -1369 iyµD MEW Drawing file name. oakcreststrmdm.dwg 16547 .e (D—PROPOSED FUTURE RIGHT —OF —WAY PER CITY OF ENCINITAS IMPROVEMENT PLANS DRAWING 5891 -1 SHEET C4.4 NOTE: ALL DIMENSIONS SHOWN HEREON ARE COMPILED FROM RECORD DATA. CITY OF ENCINITAS STORM DRAIN EASEMENT ASSESSORS' PARCEL NO OWNER: 259 - 320 -02 1 CITY OF ENCINITAS DRAWN BY: MJM I DATE: JUNE 6, 2000 1 SHEET 1 OF 1 cording Requested By: ) > DCC 4 1999 - 0637335 City of Encinitas ) Sep 17, 1999 9 :1e AM When Recorded Mail to: ) City Clerk ) OFFICIAL RECORDS City of Encinitas ) SAM DIEGO COUNTY RECORDER'S OFFICE GREGORY J. SMITH, COIAIIY RECORDER F�0 SQS South Vulcan Avenue j 2 3 4 8 FEES: 0.00 Encinitas, CA 92024 FOR THE BENEFIT OF THE CITY ) )SPACE ABOVEFI icu�•txisra36 EASEMENT FOR CITY HIGHWAY Assessor's Parcel No. 259 -320 -04 San Dieguito Union High School District Project No.: MUP 98 -068 W.O. No.: 5890 -IR hereinafter called GRANTOR(S), do(es) hereby grant, convey and dedicate to the City if Encinitas, State of California, hereinafter called GRANTEE, the right of way and incidents thereto for a public highway upon, over and across that certain real property in the City of Encinitas, County of San Diego, State of California, described as follows: SEE EXHIBITS "A" and "B" ATTACHED HERETO AND MADE A PART HEREOF BY THIS REFERENCE, The Grantor hereby grants to the City of Encinitas (CITY, hereinafter) the privilege and right to extend drainage structures and excavation and embankment slopes beyond the limits of the herein described right -of -way where required for the construction and maintenance of said CITY highway. Reserving unto the GRANTOR of the above described parcel of land, his successors or assigns, the right to eliminate such slopes and/or drainage structures or portions thereof, when in the written opinion of the City Engineer of Grantee, the necessity therefore is removed by substituting other protection, support and/or drainage facility, provided such substitution is first approved in writing by the City Engineer. grant.hwy 4 -16 -1999 jlr 1 Recording Requested By: ) City of Encinitas ) When Recorded Mail to: ) City Clerk ) City of Encinitas ) 505 South Vulcan Avenue ) Encinitas, CA 92024 ) FOR THE BENEFIT OF THE CITY ) )SPACE ABOVE FOR RECORDER'S USE ONLY GRANT DEED FOR CITY HIGHWAY Assessor's Parcel No. 259- 320 -02 -00 City of Encinitas, a Municipal Corporation Project No.: MUP 98 -068 W.O. No.: 5891-1 hereinafter called GRANTOR(S), do(es) hereby grant, convey and dedicate in fee title to the PUBLIC, hereinafter called GRANTEE, the right of way and incidents thereto for a public highway upon, over and across that certain real property in the City of Encinitas, County of San Diego, State of California, described as follows: SEE EXHIBITS "A" and "B" ATTACHED HERETO AND MADE A PART HEREOF BY THIS REFERENCE, The Grantor, for himself, his successors and assigns, hereby waives any claim for any and all damages to Grantor's remaining property contiguous to the right -of -way hereby conveyed by reason of the location, construction, landscaping or maintenance of said highway. grant.hwy 03/30/00 Dated this 30th day of March '2000 OWNER: WNW: t Signature of Owners to be notarized. Attach the appropriate acknowledgments. This is to certify that the interest in real property conveyed by deed or grant to the City of Encinitas, a Municipal Corporation, is hereby accepted by the undersigned agent on behalf of the City Council of the City of Encinitas pursuant to authority conferred by Resolution of the City Council of the City of Encinitas adopted on November 9, 1994 and the grantee consents to recordation thereof by its duly authorized officer. Dated: 0 Alan D. Archibald, P.E. Director of Engineering Services City of Encinitas grant.hwy 03/30/00 2 (Notarization not required) CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT State of County of On oaro personally appeared - before me, Name wo Till. of olac.r (..g.,'J.o. Doe. Notary Nam.U) of Sgl-,(a) ❑ personally known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her /their signatures) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. slgaalun of Norory Puotk OPTIONAL Though the information below is not required bylaw, it may prove valuable to persons relylhg an Me document and c Id prevenf fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Individual • Corporate Officer Tifle(s): • Partner — ❑ Limited ❑ Attomey-in -Fact ❑ Trustee ❑ General ❑ Guardian or Conservator ❑ Other: Signer Is Representing: RIGHT THUMBPRINT OF SIGNER Signer's Name: El ❑ El ❑ El Number of Pages: Individual Corporate Officer Title(s): Partner — ❑ Limited O General Attomey -in -Fact Trustee Guardian or Conservator ❑ Other: Signer Is Representing RIGHT THUMBPRINT OF SIGNER 0 1994 Nat l Notary Ass Zion • 8806 Re M A" . PO. Ban 7184 • Caooga Pad. CA 91 W? 7 181 Prof. No. 5907 R.atl.r Call TNI Fln 1 800 876 6927 DEED OF DEDICATION APN 259 - 320 -02 LEGAL DESCRIPTION AN EASEMENT FOR ROAD PURPOSES, AND THE RIGHT OF INGRESS AND EGRESS FOR SUCH PURPOSES (TOGETHER WITH THE RIGHT TO CLEAR AND KEEP CLEAR SAID EASEMENT) IN, OVER, UNDER, AND ACROSS THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SEIM, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA AS SHOWN OF RECORD OF SURVEY MAP NO. 8985, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY APRIL 8, 1982 DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID RECORD OF SURVEY MAP NO. 8985; THENCE ALONG THE SOUTHERLY LINE OF SAID RECORD OF SURVEY MAP S88 037'55 "E 12.00 FEET TO A POINT ON A LINE WHICH IS PARALLEL WITH AND 42.00 FEET, MEASURED AT RIGHT ANGLES, EASTERLY OF THE CENTERLINE OF BALOUR DRIVE AS SHOWN ON SAID RECORD OF SURVEY MAP, SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE N1 °34'37 "E ALONG SAID PARALLEL LINE 60.11 FEET TO A POINT OF CUSP OF A TANGENT CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 30.00 FEET, A RADIAL LINE TO SAID POINT BEARS N88 025'23 "W; THENCE SOUTHERLY, SOUTHEASTERLY, AND EASTERLY ALONG SAID CURVE 47.23 FEET THROUGH A CENTRAL ANGLE OF 90 012'32" TO A POINT OF TANGENCY WITH A LINE WHICH IS PARALLEL WITH AND 30.00 FEET, MEASURED AT RIGHT ANGLES, NORTHERLY OF THE SOUTHERLY LINE OF SAID RECORD OF SURVEY MAP; THENCE S88 037'55 "E PARALLEL WITH SAID SOUTHERLY LINE 366.50 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 230.00 FEET; THENCE EASTERLY ALONG SAID CURVE 77.87 FEET THROUGH A CENTRAL ANGLE OF 19 023'51" TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 170.00 FEET, A RADIAL TO SAID POINT BEARS S20 045'56 "W; THENCE EASTERLY ALONG SAID CURVE 54.01 FEET THROUGH A CENTRAL ANGLE OF 18 012'12 "; THENCE S87 °26'1 6 "E 110.34 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 66.00 FEET; THENCE EASTERLY ALONG SAID CURVE 24.60 FEET THROUGH A CENTRAL ANGLE OF 21021'26" TO SAID SOUTHERLY LINE OF SAID RECORD OF SURVEY NO. 8985; THENCE ALONG SAID SOUTHERLY LINE N 88 °37'55 "W 660.27 FEET TO THE TRUE POINT OF BEGINNING. _ `( _ E LS 4307 DATE GALS 3 REVISED.doc JAMES L. MEYER No. 4307 ExP. 6 -30 -00 c,4 EXHIBIT 'B' - PLAT FOR R/W DEDICATION IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA II OAKCREST PARK I-�- 30.00' SE 1/4, NW 1/4 SEC 14 R OF S 8985 I T 13 S, R 4 W SCALE 3 I S.B.M. 1 - 120' n I OWNER : CITY OF ENCINITAS, A MUNICIPAL CORPORATION. o u) 13 A:.. ..r..- ..... -ii.. ©— INDICATES Li ,ri AREA X rn �I I I DEDICATED Oa0 m I n N WZ II (ra 4 IIIIIIIIING 11111MIIIIII® m � � � iF�ii■i�l m l l l if:�6affi■E•Y WAN NERNmai� !71 HEREON" m1 wl o< wl r S88'25'23`E(R) / ;.,I , > n o 0 Vi501 22'OS`W(R) c r/ Ih zl -Ip OV) Flo S88.37'550E 366.50' N/ IN I C8 IZ O E. c o 2 :.. :.:::::::::.::::.:::::::::......... ............................... 2 to S8776'16`E ............................................. ............................... ... to O u• 4 z 110.34' TPOS I OAKCREST S88'37'55'E T Pv/I�i1C ' h703.21. 0MVE vi I OWNER SAN DIEGUITO HIGH SCHOOL Io DISTRICT SOUTHERLY UNE OF SOUTHEAST QUARTER OF NORTHWEST QUARTER OF SECTION 14. LEGEND IND. EXISTING DEDICATED STREET - - - - - -- IND. PROPOSED DEDICATED STREET 0 VKXW MW 1080" BURKETT AND WONG ENG. 3434 FOURTH AVE. SAN DIEGO, CA 92103 SCALE: 1'-120'1 J.N.: 5993 10 ' p LA \Ov ,0 sL9 l R j Ems. 6- -00 0 A � No- 4307 � Cql 1 FORN� P DATE: 04/07/99 Recording Requested By: ) City of Encinitas ) When Recorded Mail to: ) City Clerk ) City of Encinitas ) 505 South Vulcan Avenue ) Encinitas, CA 92024 ) FOR THE BENEFIT OF THE CITY ) )SPACE ABOVE FOR RECORDER'S USE ONLY EASEMENT FOR CITY HIGHWAY Assessoes Parcel No. 259- 320 -04 San Dieguito Union High School District Project No.: MUP 98 -068 W.O. No.: 5890 -IR hereinafter called GRANTOR(S), do(es) hereby grant, convey and dedicate in fee title to the PUBLIC, hereinafter called GRANTEE, the right of way and incidents thereto for a public highway upon, over and across that certain real property in the City of Encinitas, County of San Diego, State of California, described as follows: SEE EXHIBITS "A" and "B" ATTACHED HERETO AND MADE A PART HEREOF BY THIS REFERENCE, The Grantor hereby grants to the City of Encinitas (CITY, hereinafter) the privilege and right to extend drainage structures and excavation and embankment slopes beyond the limits of the herein described right -of -way where required for the construction and maintenance of said CITY highway. Reserving unto the GRANTOR of the above described parcel of land, his successors or assigns, the right to eliminate such slopes and/or drainage structures or portions thereof, when in the written opinion of the City Engineer of Grantee, the necessity therefore is removed by substituting other protection, support and/or drainage facility, provided such substitution is first approved in writing by the City Engineer. grant.hwy 4 -16 -1999 jlr The Grantor hereby further , is to the Grantee all trees, growths, (1 ng or that may hereafter grow), and road building materials within said right -of -way, including the right to take water, together with the right to use the same in such a manner and at such locations as said Grantee may deem proper, needful, or necessary, in the construction, reconstruction, improvement, or maintenance of said highway. The Grantor, for himself, his successors and assigns, hereby waives any claim for any and all damages to Grantor's remaining property contiguous to the right -of -way hereby conveyed by reason of the location, construction, landscaping or maintenance of said highway. Dated this day of , 19. Signature of Owners to be notarized. Attach the appropriate acknowledgments . This is to certify that the interest in real property conveyed by deed or grant to the City of Encinitas, a Municipal Corporation, is hereby accepted by the undersigned agent on behalf of the City Council of the City of Encinitas pursuant to authority conferred by Resolution of the City Council of the City of Encinitas adopted on November 9, 1994 and the grantee consents to recordation thereof by its duly authorized officer. Dated: M Alan D. Archibald, P.E. Director of Engineering Services City of Encinitas grant.hwy 4 -16 -1999 jlr 2 CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT State of County of On Owe personally appeared _ before me, Nam, arel Tr. Of Oelnr (..a.. *Jan. D9.. Nary Narr.(.l a spn.rfat ❑ personally known to me – OR – ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) Ware subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. sv r ev of Narry PAae OPTIONAL Though the information below is not required bylaw. it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Individual ❑ Corporate Officer Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attomey -in -Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: I Top of thumb here Signer Is Representing: Number of Pages: Signer's Name: ❑ Individual ❑ Corporate Officer Title(s): • Partner — ❑ Limited ❑ General • Attomey -in -Fact • Trustee • Guardian or Conservator , • Other: Top of thumb here Signer Is Representing: 0 199a N.1wnai Notary AX, at*n • 8236 Re l Ave, P O. Boa 71 Be • Caroga Pad. CA 9130&)184 1na1 W, 592- Rwy.r Ca, TGFF,ee 1200 -076 -W7 DEED OF DEDICATION 259 - 320 -04 LEGAL DESCRIPTION AN EASEMENT FOR ROAD PURPOSES, AND THE RIGHT OF INGRESS AND EGRESS FOR SUCH PURPOSES (TOGETHER WITH THE RIGHT TO CLEAR AND KEEP CLEAR SAID EASEMENT) IN, OVER, UNDER, AND ACROSS THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SBM, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA AS SHOWN OF RECORD OF SURVEY MAP NO. 8985, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY APRIL 8, 1982 DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID RECORD OF SURVEY MAP NO. 8985; THENCE ALONG THE SOUTHERLY LINE OF SAID RECORD OF SURVEY MAP S88 037'55 "E 672.27 FEET TO A POINT ON A NON - TANGENT CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 66.00 FEET, A RADIAL LINE TO SAID POINT BEARS N23 °55'10 "E; THENCE EASTERLY, SOUTHERLY, WESTERLY AND NORTHERLY ALONG SAID CURVE 261.55 FEET THROUGH A CENTRAL ANGLE OF 227 003'13" TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 39.00 FEET, A RADIAL BEARING TO SAID POINT BEARS N70 058'23 "E; THENCE NORTHERLY, NORTHWESTERLY, AND WESTERLY ALONG SAID CURVE 44.81 FEET THROUGH A CENTRAL ANGLE OF 65 °49'30 "; THENCE N84 051'07 "W 9.55 FEET TO AN INTERSECTION WITH A LINE WHICH IS 58.00 FEET, MEASURED AT RIGHT ANGLES, SOUTHERLY OF THE SOUTHERLY LINE OF SAID RECORD OF SURVEY MAP; THENCE N88 °37'55 "W ALONG SAID PARALLEL LINE 499.91 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 30.00 FEET; THENCE WESTERLY, SOUTHWESTERLY, AND SOUTHERLY ALONG SAID CURVE 47.01 FEET THROUGH A CENTRAL ANGLE OF 89 047'28" TO A POINT OF TANGENCY WITH SAID LINE HEREIN ABOVE DESCRIBED WHICH IS PARALLEL WITH AND 42.00 FEET, MEASURED AT RIGHT ANGLES, EASTERLY OF THE CENTERLINE OF BALOUR DRIVE AS SHOWN ON SAID RECORD OF SURVEY MAP; THENCE ALONG SAID PARALLEL LINE S1 °34'37 "W 75.31 FEET TO THE SOUTHERLY LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 14; THENCE ALONG SAID SOUTHERLY LINE N 88 039'23 "W 12.00 FEET TO A LINE WHICH IS PARALLEL WITH AND 30.00 FEET, MEASURED AT RIGHT ANGLES, EASTERLY OF THE CENTERLINE OF BALOUR DRIVE AS SHOWN ON SAID RECORD OF SURVEY MAP; THENCE ALONG SAID PARALLEL LINE N1 034'37 "E 163.21 FEET TO THE POINT OF BEGINNING. /l 4 -/& -erg GIeSM PLS 4307 DATE /2`�/ F+2� MTEM LE( 93 REVISED.doc U J jMFS L. MEYER , lo. 4307 Exp. 6-30-00 EXHIBIT 'B' - PLAT FOR R/W DEDICATION IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA II OAKCREST PARK 30.00' SE 1/4, NW 1/4 (41 SEC 14 R OF S 8985 I T 13 S, R 4 W SCALE I' = 120' .I M w o N OWNER : CITY OF ENCINITAS, A MUNICIPAL CORPORATION. II; — INDICATES �I I I "'r s.:7ii ...... ...... ..... AREA m II , DEDICATED 0 HEREON. I 4'I I POS 3 SOUTHWEST CORNER OF RECORD OF SURVEY o Y I MAP NO. 8985. 0 o — — w Boa. 0n r N0. I RADIUS DELTA 1 LENGTH C1 30.00 APTJ 47.01 CS 66.00 7-0313 261.55 C6 39.00 1 65-49-30- 44.81 21' ................... OAKCREST.::::::'v::::::: PARK::::::::: DRIVE::;:; ,S84s1'07 "E:: ':':;' ......................... :C1.. 9.5..... ...................... rl I�S01'22105 "W(R) IC6 OWNER SAN DIEGUITOI "' n N8825'23'W(R) HIGH SCHOOL DISTRICT N70'58'23'E(R) — 1200' SOUTHERLY UNE OF SOUTHEAST QUARTER 30.00' OF NORTHWEST QUARTER OF SECTION 14 rw 0 e o � pI� .0 ,z z 42' ti ,. ......- .... -... APTJ LEGEND BURKETT AND WONG ENG. IND. EXISTING DEDICATED STREET 3434 FOURTH AVE. - - - - - -- IND. PROPOSED DEDICATED STREET SAN DIEGO. CA 92103 L L^HO VK*M MAP NO 20" SLP may\ ENCINITAS BLVD E. IS -00 0 No 307 U � P C4l I FG�� SCALE: 1' -120' J.N.: 5993 DATE: 04/07/99 AE EXHIBIT "A" LEGAL DESCRIPTION APN: 259 - 320 -02 ALL THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: A STRIP OF LAND 20.00 FEET WIDE LYING 10.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE INTERSECTION OF THE WESTERLY PROLONGATION OF THE SOUTHERLY LINE OF THAT PARCEL SHOWN ON RECORD OF SURVEY NO. 8985 FILED IN THE OFFICE OF SAID COUNTY RECORDER APRIL 8, 1982, WITH THE CENTERLINE OF BALOUR DRIVE AS SHOWN ON RECORD OF SURVEY NO. 16547 FILED IN THE OFFICE OF SAID COUNTY RECORDER APRIL 13, 2000 THENCE ALONG SAID SOUTHERLY LINE AND ITS WESTERLY PROLONGATION SOUTH 88°37'55" EAST 156.17 FEET; THENCE LEAVING SAID SOUTHERLY LINE NORTH 25049'23" WEST 33.73 FEET TO THE NORTHERLY LINE OF THE PROPOSED FUTURE RIGHT OF WAY PER CITY OF ENCINITAS IMPROVEMENT PLANS, DRAWING 5891 -1 SHEET C4.4 ACCORDING TO SAID RECORD OF SURVEY NO. 16547 ALSO BEING THE TRUE POINT OF BEGINNING; THENCE LEAVING SAID NORTHERLY LINE CONTINUING NORTH 25 049'23" WEST 214.37 FEET MORE OR LESS TO A LINE WHICH IS PARALLEL WITH AND 42.00 FEET EASTERLY OF, MEASURED AT RIGHT ANGLES FROM, THE CENTERLINE OF BALOUR DRIVE AS SHOWN ON SAID RECORD OF SURVEY MAP NO. 16547 BEING THE TERMINUS OF SAID CENTERLINE. THE SIDELINES OF SAID STRIP OF LAND SHALL BE LENGTHENED OR SHORTENED TO TERMINATE SOUTHERLY ON SAID NORTHERLY LINE OF THE PROPOSED FUTURE RIGHT OF WAY AND SHALL TERMINATE WESTERLY ON THE SAID 42.00 FOOT EASTERLY OFFSET OF THE CENTERLINE OF BALOUR DRIVE. ATTACHED HERETO AND MADE A PART OF THIS LEGAL DESCRIPTION, IS A PLAT LABELED EXHIBIT "B ". THIS REAL PROPERTY DESCRIPTION AND PLAT HAVE BEEN PREPARED BY ME, OR UNDER MY DIRECTION, IN CONFORMANCE WITH THE PROFESSIONAL LAND SURVEYORS ACT. 1AN0 SG SIGNATURE LICE SED LA SURVEYOR N O 9 DATE �/ Od * Ex .p.� vv k N. No. 3997 p, PAGE 1 of 1 OF E0 CAMy Documents\MSwor DRNEASE.doc �I DI O J Q x LAND 5 G� E. �. EXHIBIT "B" P F;, S) F_� -1/% OAKCREST p -Rk -r 13 2 \ 42' \ R0S 8985 �r � 1 E 156.17' N 25'49'23" W 33.73' OAKCREST PARK DRIVE rri J11 APN 259 - 320 -04 G �0 71 4 W PROPOSED VACATION PARCEL NO. 81- 0698 —A1 DEDICATED FOR COUNTY HIGH. N ALIGNMENT ESTABLISHED PER EASEMENT FOR ROAD PURPOSES RECORDED SEPT. 17, 1999 AS DOCUMENT NO. 1999 - 0637335 20.00' WIDE STORM DRAIN EASEMENT 4,287 SQ. FEET MORE OR LESS l`1 119NI I AA _7Te � � � ENCiryr l k0 OF C pL� O r, AX CRE6i OR Right —Of —Way Engineering Services, Inc. @p 4167 Avenida De in Plate Ste. 114 Oceanside, CA 92056 p SITE (760) 732 -1366 FAX (760) 732 -1367 D Drawing file name: 0akcreabtrmdm. dwg ISAND NEW -18547 1" =too' (&—PROPOSED FUTURE RIGHT —OF —WAY PER CITY OF ENCINITAS IMPROVEMENT PLANS DRAWING 5891 —I SHEET C4.4 NOTE: ALL DIMENSIONS SHOWN HEREON ARE COMPILED FROM RECORD DATA. CITY OF ENCINITAS STORM DRAIN EASEMENT 6SESSORS' PARCEL NO. OWNER: 259 - 320 -02 CITY OF ENCINITAS DRAWN BY: MJM DATE: JUNE 6, 2000 SHEET 1 OF 1 PURPOSES AY BY COUNTY RESOLUTION \g5 35 NO. 40 DATED SEPT. 15, 1981 APN 259 - 320 -02 N ALIGNMENT ESTABLISHED PER EASEMENT FOR ROAD PURPOSES RECORDED SEPT. 17, 1999 AS DOCUMENT NO. 1999 - 0637335 20.00' WIDE STORM DRAIN EASEMENT 4,287 SQ. FEET MORE OR LESS l`1 119NI I AA _7Te � � � ENCiryr l k0 OF C pL� O r, AX CRE6i OR Right —Of —Way Engineering Services, Inc. @p 4167 Avenida De in Plate Ste. 114 Oceanside, CA 92056 p SITE (760) 732 -1366 FAX (760) 732 -1367 D Drawing file name: 0akcreabtrmdm. dwg ISAND NEW -18547 1" =too' (&—PROPOSED FUTURE RIGHT —OF —WAY PER CITY OF ENCINITAS IMPROVEMENT PLANS DRAWING 5891 —I SHEET C4.4 NOTE: ALL DIMENSIONS SHOWN HEREON ARE COMPILED FROM RECORD DATA. CITY OF ENCINITAS STORM DRAIN EASEMENT 6SESSORS' PARCEL NO. OWNER: 259 - 320 -02 CITY OF ENCINITAS DRAWN BY: MJM DATE: JUNE 6, 2000 SHEET 1 OF 1 EXHIBIT "A" LEGAL DESCRIPTION APN: 259 - 320 -02 ALL THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: THAT PORTION OF PARCEL NO. 81- 0698 -A1 DEDICATED FOR COUNTY HIGHWAY PURPOSES BY COUNTY RESOLUTION NO. 40 DATED SEPTEMBER 15, 1981 LYING EASTERLY OF A LINE WHICH IS PARALLEL WITH AND 42.00 FEET EASTERLY OF, MEASURED AT RIGHT ANGLES FROM, THE CENTERLINE OF BALOUR DRIVE AS SHOWN ON RECORD OF SURVEY MAP NO. 16547, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY APRIL 14, 2000 AND LYING NORTHERLY OF THE NORTHERLY LINE OF THE PROPOSED FUTURE RIGHT OF WAY PER CITY OF ENCINITAS IMPROVEMENT PLANS, DRAWING 5891 -1 SHEET C4.4 ACCORDING TO SAID RECORD OF SURVEY NO. 16547. ATTACHED HERETO AND MADE A PART OF THIS LEGAL DESCRIPTION, IS A PLAT LABELED EXHIBIT "B ". THIS REAL PROPERTY DESCRIPTION AND PLAT HAVE BEEN PREPARED BY ME, OR UNDER MY DIRECTION, IN CONFORMANCE WITH THE PROFESSIONAL LAND SURVEYORS ACT. SIGNATURE LICENSED LAND SU 6rYOR DATE c3 tiG`� E. R q < * Exp. G s U+� N0.3997 P 'OF CAL1�/ PAGE 1 of 1 C: \My DocumentslMSword \Igl\OAKCRESTPKDRVAC.doc 0 I 0 J Q Ml /O LM , E. �G� G /c EXHIBIT "B" OAKCREST PA it 7 1 � 1 , �, r1 -f W , S), B, AiL SCALE 42- ��JS $�J86 PARCEL NO. 81- 0698 -At DEDICATED FOR COUNTY HIGHWAY �v PURPOSES BY COUNTY RESOLUTION NO. 40 DATED SEPT. 15, 1981 PROPOSED FUTURE RIGHT -OF -WAY I PER CITY OF ENCINITAS IMPROVEMENT PLANS DRAWING 5891 -1 SHEET C4.4 riJv OAKCREST PARK DRIVE `0. APN 259 - 320 -04 O APN 259 - 320 -02 ALIGNMENT ESTABLISHED PER �FJ�.7 EASEMENT FOR ROAD PURPOSES RECORDED SEPT. 17, 1999 AS DOCUMENT NO. 1999- 0637335 111'r ® DENOTES AREA OF VACATION r, 0.820 ACRES MORE OR LESS A U Right—Of—Way Engineering Services, Inc. 4109 Aoenide De V Plot. Ste, 11{ O... ,d . CA 82056 (900) 932 -IM rM (7sa1 732-135; 0'.—, ale name oa4maraadwq Ax CsEST m F SITE "w, 7m 1" =100' NOTE: ALL DIMENSIONS SHOWN HEREON ARE COMPILED FROM RECORD DATA. CITY OF ENCINITAS VACATION PLAT ASSESSORS' PARCEL NO. OWNER: 259 - 320 -02 CITY OF ENCINITAS )RAWN BY: MJM DATE: JUNE 5, 2000 SHEET 1 OF 1 DEED OF VACATION THAT CERTAIN EASEMENT FOR ROAD PURPOSES, AND THE RIGHT OF INGRESS AND EGRESS FOR SUCH PURPOSES (TOGETHER WITH THE RIGHT TO CLEAR AND KEEP CLEAR SAID EASEMENT) IN, OVER, UNDER, AND ACROSS THE HEREINAFTER DESCRIBED LANDS: THAT PORTION OF THE SOUTH QUARTER OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SEIM, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA DESCRIBED IN PARCEL NO.'S 81- 0583 -A, 81- 0583 -B, AND PARCEL 81- 0583 -C OF THAT PARTICULAR DOCUMENT RECORDED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY JULY 13, 1981 AS FILE NO. 81- 219613 O.R. 4 -15 PLS 4307 DATE PAIRYH_lWil*l BE ►Sl 00-0£-9 -dx3 Lr 'v 'ON yy' d3AD'I" I SE'x" DEED OF DEDICATION APN 259 - 320 -02 LEGAL DESCRIPTION AN EASEMENT FOR ROAD PURPOSES, AND THE RIGHT OF INGRESS AND EGRESS FOR SUCH PURPOSES (TOGETHER WITH THE RIGHT TO CLEAR AND KEEP CLEAR SAID EASEMENT) IN, OVER, UNDER, AND ACROSS THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SBM, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA AS SHOWN OF RECORD OF SURVEY MAP NO. 8985, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY APRIL 8, 1982 DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID RECORD OF SURVEY MAP NO. 8985; THENCE ALONG THE SOUTHERLY LINE OF SAID RECORD OF SURVEY MAP S88 037'55 "E 12.00 FEET TO A POINT ON A LINE WHICH IS PARALLEL WITH AND 42.00 FEET, MEASURED AT RIGHT ANGLES, EASTERLY OF THE CENTERLINE OF BALOUR DRIVE AS SHOWN ON SAID RECORD OF SURVEY MAP, SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE N1 134'37 "E ALONG SAID PARALLEL LINE 60.11 FEET TO A POINT OF CUSP OF A TANGENT CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 30.00 FEET, A RADIAL LINE TO SAID POINT BEARS N88 025'23 "W; THENCE SOUTHERLY, SOUTHEASTERLY, AND EASTERLY ALONG SAID CURVE 47.23 FEET THROUGH A CENTRAL ANGLE OF 90 012'32" TO A POINT OF TANGENCY WITH A LINE WHICH IS PARALLEL WITH AND 30.00 FEET, MEASURED AT RIGHT ANGLES, NORTHERLY OF THE SOUTHERLY LINE OF SAID RECORD OF SURVEY MAP; THENCE S88 037'55 "E PARALLEL WITH SAID SOUTHERLY LINE 366.50 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 230.00 FEET; THENCE EASTERLY ALONG SAID CURVE 77.87 FEET THROUGH A CENTRAL ANGLE OF 19 023'51" TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 170.00 FEET, A RADIAL TO SAID POINT BEARS S20 045'56 "W; THENCE EASTERLY ALONG SAID CURVE 54.01 FEET THROUGH A CENTRAL ANGLE OF 18 012'12 "; THENCE S87'26'1 6"E 110.34 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 66.00 FEET; THENCE EASTERLY ALONG SAID CURVE 24.60 FEET THROUGH A CENTRAL ANGLE OF 21021'26" TO SAID SOUTHERLY LINE OF SAID RECORD OF SURVEY NO. 8985; THENCE ALONG SAID SOUTHERLY LINE N 88 037'55 "W 660.27 FEET TO THE TRUE POINT OF BEGINNING. z 111d &/ 4 - /5 " qq (?,'� (almexp, E LS 4307 DATE GALS\ 9 REVISED.doc ES L. MEYER 4307 6 -30 -00 P DEED OF DEDICATION 259 - 320 -04 LEGAL DESCRIPTION AN EASEMENT FOR ROAD PURPOSES, AND THE RIGHT OF INGRESS AND EGRESS FOR SUCH PURPOSES (TOGETHER WITH THE RIGHT TO CLEAR AND KEEP CLEAR SAID EASEMENT) IN, OVER, UNDER, AND ACROSS THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SBM, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA AS SHOWN OF RECORD OF SURVEY MAP NO. 8985, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY APRIL 8, 1982 DESCRIBED AS FOLLOWS: BEG INNING AT THE SOUTHWEST CORNER OF SAID RECORD OF SURVEY MAP NO. 8985; THENCE ALONG THE SOUTHERLY LINE OF SAID RECORD OF SURVEY MAP S88 037'55 "E 672.27 FEET TO A POINT ON A NON - TANGENT CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 66.00 FEET, A RADIAL LINE TO SAID POINT BEARS N23 °55'10 "E; THENCE EASTERLY, SOUTHERLY, WESTERLY AND NORTHERLY ALONG SAID CURVE 261.55 FEET THROUGH A CENTRAL ANGLE OF 227 003'13" TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 39.00 FEET, A RADIAL BEARING TO SAID POINT BEARS N7O 058'23 "E; THENCE NORTHERLY, NORTHWESTERLY, AND WESTERLY ALONG SAID CURVE 44.81 FEET THROUGH A CENTRAL ANGLE OF 65 149'30 "; THENCE N84 151'07 "W 9.55 FEET TO AN INTERSECTION WITH A LINE WHICH IS 58.00 FEET, MEASURED AT RIGHT ANGLES, SOUTHERLY OF THE SOUTHERLY LINE OF SAID RECORD OF SURVEY MAP; THENCE N88 °37'55 "W ALONG SAID PARALLEL LINE 499.91 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 30.00 FEET; THENCE WESTERLY, SOUTHWESTERLY, AND SOUTHERLY ALONG SAID CURVE 47.01 FEET THROUGH A CENTRAL ANGLE OF 89 047'28" TO A POINT OF TANGENCY WITH SAID LINE HEREIN ABOVE DESCRIBED WHICH IS PARALLEL WITH AND 42.00 FEET, MEASURED AT RIGHT ANGLES, EASTERLY OF THE CENTERLINE OF BALOUR DRIVE AS SHOWN ON SAID RECORD OF SURVEY MAP; THENCE ALONG SAID PARALLEL LINE S1 134'37 "W 75.31 FEET TO THE SOUTHERLY LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 14; THENCE ALONG SAID SOUTHERLY LINE N 88 039'23 "W 12.00 FEET TO A LINE WHICH IS PARALLEL WITH AND 30.00 FEET, MEASURED AT RIGHT ANGLES, EASTERLY OF THE CENTERLINE OF BALOUR DRIVE AS SHOWN ON SAID RECORD OF SURVEY MAP; THENCE ALONG SAID PARALLEL LINE N1 034'37 "E 163.21 FEET TO JIV.ZLINT OF BEGINWNG. / 4307 DATE W JAMES L. MEYER ED.doc No. 4307 Exp. 6-30-00 pa�o m I n II° Z Z vl X O_ 4 NO. RADIUS EXHBIT 'B' - PLAT FOR R/W DEDICATION LENGTH IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA 47.23 C3 230.00 77.87 III I— OAKCREST PARK 18'1212 54.01 C9 66.0 SE 1/4, NW 1/4 4.60 �I 30.00' SEC 14 R OF S 8985 �S01'22'O5'W(R) � ,a O j Mn n o f z I T 13 S, R 4 W SCALE o ° 588'37'SS"E 36650'=Z= 3 I S.B.M. - 1zo' :::::::::::::::::::::::::::::::::::::: ::.::::::..::::::..::::.:...... nl I z ^ 110.34' Ill OWNER CITY OF ENCINITAS, A MUNICIPAL CORPORATION. o N ov 00 113 g; _ 1 ^ _ r INDICATES AREA DEDICATED pa�o m I n II° Z Z vl X O_ 4 NO. RADIUS I DELTA LENGTH C2 30.00 47.23 C3 230.00 77.87 C4 170.00 18'1212 54.01 C9 66.0 1 4.60 HEREON. �1 wl O < y Fill S88'25'23 -E(R) oaa 1 �1 ENCIMIfAJl NtVD I� a IW cr n ;.. �S01'22'O5'W(R) � ,a O j Mn n o f z Y I N � P O o ° 588'37'SS"E 36650'=Z= ev = I C9 z lo 58726'16'E L� vT O :::::::::::::::::::::::::::::::::::::: ::.::::::..::::::..::::.:...... ....... 3.... C4 I z ^ 110.34' Ill rn v vi LEGEND OAKCREST S88'37'55'E T PARK ' h703.21' DMVE OWNER SAN DIEGUITO HIGH SCHOOL to Lul DISTRICTh" iz SOUTHERLY LINE OF SOUTHEAST QUARTER OF NORTHWEST QUARTER OF SECTION 14. V.: .. .. .. .. �v . -... .... v AP-N" . .. .. -... .. -.. =. IND. EXISTING DEDICATED STREET - - - - - -- IND. PROPOSED DEDICATED STREET V >3f m BURKETT AND WONG ENG. I 3434 FOURTH AVE. SAN DIEGO. CA 92103 5-30-00 // >} No. 4307 I SCALE: 1• -120' 1 J.N.: 5993 1 DATE: 04/07/99 YlCf W YAP oaa 1 �1 ENCIMIfAJl NtVD V >3f m BURKETT AND WONG ENG. I 3434 FOURTH AVE. SAN DIEGO. CA 92103 5-30-00 // >} No. 4307 I SCALE: 1• -120' 1 J.N.: 5993 1 DATE: 04/07/99 I POB SOUTHWEST CORNER OF n I RECORD OF SURVEY NO. EXFIBT 'Er - PLAT FOR R/W DEDICATION LENGTH IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA 47.01 Cg 66.00 13 261.55 C II I I OAKCREST PARK — 30.00' SE 1/4, NW 1/4 c� SEC 14 R OF S 8985 7 13 S, R 4 W SCALE � I 1• _ 1zo' I 8 r a Ln OWNER CITY OF ENCINITAS, A MUNICIPAL CORPORATION. � II I m I _ AREA DEDICATED I N I HEREON. 4 ' I I POB SOUTHWEST CORNER OF n I RECORD OF SURVEY NO. RADIUS DELTA LENGTH C1 .0 47.01 Cg 66.00 13 261.55 C 9.00 6 49 44.81 oI'W '4 w Y I MAP NO. 8985. $ pIP n I n ^IS I°n � - - -• - I Z rnl VI m m :......... ..:::;;•:::;:•: ..............m.:.�PARK::::.' : :: V£:: • .'C ?... .4 ::::::: ".8' : :;.49.515'o'::r::E :: :::::::': : ::::' .;:`:' : ::., ^ • 1`S01'22'05"W(R) ..... ICB OWNER SAN DIEGUITO " 1 n N88-25'23"W(R) HIGH SCHOQL DISTRICT m ,n N70'58.23 "E(R) N88'39'237W - 12.00' SOUTHERLY UNE OF SOUTHEAST QUARTER 30.00' OF NORTHWEST QUARTER OF SECTION 14. 42' LEGEND IND. EXISTING DEDICATED STREET - - - - - -- IND. PROPOSED DEDICATED STREET VICNTY mw 11 ID �OA1i ^�1 .11\ ENCINITAS� BLVD O .Z1 BURKETT AND WONG ENG. 3434 FOURTH AVE. SAN DIEGO. CA 92103 IR "W O .h ry 2 1Wk.7 L TLIf Eap. b— — T A Np 4307 SCALE: 1• -120'1 J.N.: 5993 1 DATE: 04/07/99 EXI-IIT 'B' - PLAT FOR R/W DEDICATION IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA JII OAKCREST PARK I� - 30.00' SB 1/4, NAY 1/4 SEC 14 R Or S 8985 I T 13 S, R 4 W SCALE .I S.B.M. 1' = 120' n n I OWNER : CITY OF ENCINITAS, A MUNICIPAL CORPORATION. 0 g RADIUS 11 LENGTH :01 Tr �° z 47.01 V) Lia W 4'I I z } 230.00 I "E(R) 77.87 S8875'23 I NO. RADIUS DELTA LENGTH Cl 30.00 FLit 47.01 C2 30.00 47.23 C3 230.00 p' I o I C9 z 77.87 C4 170.00 1 '1 1 54.01 C5 66.00 227'031 261.55 C6 39.00 65'49 30 44.81 C7 205-00' ----i'92351 67. 1 CS 200.00 63.54 9 66.00 212126 24.60 �D ' K S01'22'05"W(R) wl O °N V) FLit O '0 Z' p IE �D ' M S01'22'05"W(R) I O °N V) O Z' p IE MI' o 588'37'55 "E "� 366.50' 2 H / IN S8726'1 z 110.34 p' I o I C9 z 80 (n 11 .o I^ _ _ 396.72' =/ l 3 C4 I TPOB S88'37'55 "E 27'C7 42' Lb)660, OAKCREST PARK DRIVE I o, C1 S88'37'55 "E 499.91' _� ° '~S01'22'05 "W(R) Vl ^� ..; .... .. .. .. .. LO 40 W L Uh N z N8825'23'W(R) �GHESCHOOL'DISTRICTO 00 ro to /r$ m 17y = to N70'58'23 -E(R) - 12.00' SOUTHERLY 1JNE OF SOUTHEAST QUARTER 30.00' OF NORTHWEST QUARTER OF SECTION 14. LEGEND BURKETT AND WONG ENG. IND. EXISTING DEDICATED STREET 3434 FOURTH AVE. - - - - - -- IND. PROPOSED DEDICATED STREET SAN DIEGO, CA 92103 OapL LANG VICMY MAP MD 80" SG �L fy JN L. R < ENCINITAS 8 L V 0 a E.a6- -00 00 No. •307 A C4L I FOR1'1� P A WE SCALE: 1" =120' J.N.; 5993 DATE: 04/07/99 OAKCREST PARK DRIVE DEDICATION Lot name: LOT1 -NORTH North: 4160.2742 Line Course: S 88 -37 -55 E North: 4144.5103 Curve Length: 24.60 Delta: 21 -21 -26 Chord: 24.46 Course In: S 23 -55 -10 W RP North: 4084.1787 End North: 4150.1127 Line Course: N 87 -26 -16 W North: 4155.0453 Curve Length: 54.01 Delta: 18 -12 -12 Chord: 53.78 Course In: N 02 -33 -44 E RP North: 4324.8754 End North: 4165.9188 Curve Length: 77.87 Delta: 19 -23 -51 Chord: 77.50 Course In: S 20 -45 -56 W RP North: 3950.8598 End North: 4180.7942 Line Course: N 88 -37 -55 W North: 4189.5444 Curve Length: 47.23 Delta: 90 -12 -32 Chord: 42.50 Course In: N 01 -22 -05 E RP North: 4219.5358 End North: 4220.3614 Line Course: S 01 -34 -37 W North: 4160.2741 East: 8001.6 Length: 660.27 East: Radius: Tangent: Course: Course Out: East: East: Length: 110.34 East: Radius: Tangent: Course: Course Out: East: East: Radius: Tangent: Course: Course Out: East: East: Length: 366.50 East: Radius: Tangent: Course: Course Out: East: East: Length: 60.11 East: 239 8661.7057 66.00 12.45 N 76 -45 -33 W N 02 -33 -44 E 8634.9459 8637.8964 8527.6667 170.00 27.23 N 78 -20 -10 W S 20 -45 -56 W 8535.2664 8474.9938 230.00 39.31 N 78 -55 -59 W N 01 -22 -05 E 8393.4484 8398.9396 8032.5441 30.00 30.11 N 43 -31 -39 W N 88 -25 -23 W 8033.2604 8003.2717 8001.6175 Perimeter: 1400.93 Area: 15,384. sq.ft. 0.35 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0064 Course: S 89 -55 -54 W Error North: - 0.00001 East: - 0.00637 Precision 1: 219,793.56 Lot name: LOT2- SOUTH North: 4142.9470 Line Course: 5 01 -34 -37 W North: 3979.7988 Line Course: S 88 -39 -23 E North: 3979.5174 Line Course: N 01 -34 -37 E North: 4054.7989 Curve Length: 47.01 Delta: 89 -47 -28 Chord: 42.35 Course In: S 88 -25 -23 E RP North: 4053.9733 End North: 4083.9647 Line Course: S 88 -37 -55 E North: 4072.0295 Line Course: S 84 -51 -07 E North: 4071.1726 Curve Length: 44.81 Delta: 65 -49 -30 Chord: 42.38 Course In: S 05 -08 -53 W RP North: 4032.3299 End North: 4045.0444 Curve Length: 261.55 Delta: 227 -03 -13 Chord: 121.03 Course In: N 70 -58 -23 E RP North: 4066.5612 End North: 4126.8929 Line Course: N 88 -37 -55 W North: 4142.9432 East: 8002.6 Length: 163.21 East: Length: 12.00 East: Length: 75.31 East: Radius: Tangent: Course: Course Out: East: East: Length: 499.91 East: Length: 9.55 East: Radius: Tangent: Course: Course Out: East: East: Radius: Tangent: Course: Course Out: East: East: Length: 672.27 East: 135 7998.1220 8010.1187 8012.1912 30.00 29.89 N 46 -28 -21 E N 01 -22 -05 E 8042.1799 8042.8961 8542.6636 8552.1751 39.00 25.24 S 51 -56 -22 E N 70 -58 -23 E 8548.6756 8585.5449 66.00 151.60 N 47 -26 -47 E N 23 -55 -10 E 8647.9390 8674.6988 8002.6204 Perimeter: 1785.62 Area: 49,555. sq.ft. 1.13 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0079 Course: S 61 -46 -54 E Error North: - 0.00374 East: 0.00696 Precision 1: 226,000.04 Lot name: LOT3 -ALL North: 4526.5547 Line Course: S 01 -34 -37 W North: 4363.4065 Line Course: S 88 -39 -23 E North: 4363.1251 Line Course: N 01 -34 -37 E North: 4438.4066 East: 7972.9535 Length: 163.21 East: 7968.4621 Length: 12.00 East: 7980.4588 Length: 75.31 East: 7982.5313 Curve Length: 47.01 Radius: 30.00 Delta: 89 -47 -28 Tangent: 29.89 Chord: 42.35 Course: N 46 -28 -21 E Course In: S 88 -25 -23 E Course Out: N 01 -22 -05 E RP North: 4437.5810 East: 8012.5199 End North: 4467.5725 East: 8013.2362 Line Course: S 88 -37 -55 E Length: 499.91 North: 4455.6372 East: 8513.0037 Line Course: S 84 -51 -07 E Length: 9.55 North: 4454.7803 East: 8522.5151 Curve Length: 44.81 Radius: 39.00 Delta: 65 -49 -30 Tangent: 25.24 Chord: 42.38 Course: S 51 -56 -22 E Course In: S 05 -08 -53 W Course Out: N 70 -58 -23 E RP North: 4415.9376 East: 8519.0157 End North: 4428.6521 East: 8555.8849 Curve Length: 286.15 Radius: 66.00 Delta: 248 -24 -39 Tangent: 97.10 Chord: 109.17 Course: N 36 -46 -04 E Course In: N 70 -58 -23 E Course Out: N 02 -33 -44 E RP North: 4450.1690 East: 8618.2790 End North: 4516.1030 East: 8621.2295 Line Course: N 87 -26 -16 W Length: 110.34 North: 4521.0357 East: 8510.9998 Curve Length: 54.01 Radius: 170.00 Delta: 18 -12 -12 Tangent: 27.23 Chord: 53.78 Course: N 78 -20 -10 W Course In: N 02 -33 -44 E Course Out: S 20 -45 -56 W RP North: 4690.8657 East: 8518.5996 End North: 4531.9091 East: 8458.3269 Curve Length: 77.87 Radius: 230.00 Delta: 19 -23 -51 Tangent: 39.31 Chord: 77.50 Course: N 78 -55 -59 W Course In: S 20 -45 -56 W Course Out: N 01 -22 -05 E RP North: 4316.8501 East: 8376.7816 End North: 4546.7846 East: 8382.2728 Line Course: N 88 -37 -55 W Length: 366.50 North: 4555.5347 East: 8015.8773 Curve Length: 47.23 Radius: 30.00 Delta: 90 -12 -32 Tangent: 30.11 Chord: 42.50 Course: N 43 -31 -39 W Course In: N 01 -22 -05 E Course Out: N 88 -25 -23 W RP North: 4585.5261 East: 8016.5935 End North: 4586.3517 East: 7986.6049 Line Course: S 01 -34 -37 W Length: 60.11 North: 4526.2645 East: 7984.9507 Line Course: N 88 -37 -55 W Length: 12.00 North: 4526.5510 East: 7972.9541 Perimeter: 1866.00 Area: 64,939. sq.ft. 1.49 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0038 Course: S 08 -55 -42 E Error North: - 0.00374 East: 0.00059 Precision 1: 492,431.61 DEED OF VACATION THAT CERTAIN EASEMENT FOR ROAD PURPOSES, AND THE RIGHT OF INGRESS AND EGRESS FOR SUCH PURPOSES (TOGETHER WITH THE RIGHT TO CLEAR AND KEEP CLEAR SAID EASEMENT) IN, OVER, UNDER, AND ACROSS THE HEREINAFTER DESCRIBED LANDS: THAT PORTION OF THE SOUTH QUARTER OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SBM, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA DESCRIBED IN PARCEL NO.'S 81- 0583 -A, 81- 0583 -B, AND PARCEL 81- 0583 -C OF THAT PARTICULAR DOCUMENT RECORDED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY JULY 13, 1981 AS FILE NO. 81- 219613 O.R. , PLS 4307 J: \LEGALS \5993.D0C JA"IESL."EYER No. 4307 7' Exp. 6-30 -00 DATE DEED OF VACATION THAT CERTAIN EASEMENT FOR ROAD PURPOSES, AND THE RIGHT OF INGRESS AND EGRESS FOR SUCH PURPOSES (TOGETHER WITH THE RIGHT TO CLEAR AND KEEP CLEAR SAID EASEMENT) IN, OVER, UNDER, AND ACROSS THE HEREINAFTER DESCRIBED LANDS: THAT PORTION OF THE SOUTH QUARTER OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SEIM, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA DESCRIBED IN PARCEL NO.'S 81- 0583 -A, 81- 0583 -13, AND PARCEL 81- 0583 -C OF THAT PARTICULAR DOCUMENT RECORDED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY JULY 13, 1981 AS FILE NO. 81- 219613 O.R. L. , PLS 4307 JALEGALS15993.D0C �' (J JAMES L. fv!EYER No. 4307 7 �1` Exp. 6-30-0() DATE �; +0 DO I40 r- VA rjt T>✓ uk„L 001'(S-rw' -t 4 Acc",;p cal -z) . 141 4R, VAC -A704 t .F , I DEED OF DEDICATION LEGAL DESCRIPTION AN EASEMENT FOR ROAD PURPOSES, AND THE RIGHT OF INGRESS AND EGRESS FOR SUCH PURPOSES (TOGETHER WITH THE RIGHT TO CLEAR AND KEEP CLEAR SAID EASEMENT) IN, OVER, UNDER, AND ACROSS THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SEMI, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA AS SHOWN OF RECORD OF SURVEY MAP N0. 8985, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY APRIL 8, 1982 DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID RECORD OF SURVEY MAP NO. 8985; THENCE ALONG THE SOUTHERLY LINE OF SAID RECORD OF SURVEY MAP S88 037'55 "E 12.00 FEET TO A POINT ON A LINE WHICH IS PARALLEL WITH AND 42.00 FEET, MEASURED AT RIGHT ANGLES, EASTERLY OF THE CENTERLINE OF BALOUR DRIVE AS SHOWN ON SAID RECORD OF SURVEY MAP; THENCE N1 034'37 "E ALONG SAID PARALLEL LINE 50.07 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 20.00 FEET, A RADIAL LINE TO SAID POINT BEARS N88 °25'23 "W; THENCE SOUTHERLY, SOUTHEASTERLY, AND EASTERLY ALONG SAID CURVE 31.49 FEET THROUGH A CENTRAL ANGLE OF 90 012'32" TO A POINT OF TANGENCY WITH A LINE WHICH IS PARALLEL WITH AND 30.00 FEET, MEASURED AT RIGHT ANGLES, NORTHERLY OF THE SOUTHERLY LINE OF SAID RECORD OF SURVEY MAP; THENCE S88 °37'55 "E PARALLEL WITH SAID SOUTHERLY LINE 399.37 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 190.00 FEET; THENCE EASTERLY ALONG SAID CURVE 59.89 FEET THROUGH A CENTRAL ANGLE OF 18 003'33" TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 165.00 FEET, A RADIAL TO SAID POINT BEARS S1 9 °25'38 "W; THENCE EASTERLY ALONG SAID CURVE 41.12 FEET THROUGH A CENTRAL ANGLE OF 14 °16'45 "; THENCE S84 °51'07 "E 120.85 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 66.00 FEET; THENCE EASTERLY, SOUTHERLY, WESTERLY AND NORTHERLY ALONG SAID CURVE 283.17 FEET THROUGH A CENTRAL ANGLE OF 245 049'30" TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 39.00 FEET, A RADIAL BEARING TO SAID POINT BEARS N70 °58'23 "E; THENCE NORTHERLY, NORTHWESTERLY, AND WESTERLY ALONG SAID CURVE 44.81 FEET THROUGH A CENTRAL ANGLE OF 65 °49'30 "; THENCE N84 051'07 "W 9.55 FEET TO AN INTERSECTION WITH A LINE WHICH IS 58.00 FEET, MEASURED AT RIGHT ANGLES, SOUTHERLY OF THE SOUTHERLY LINE OF SAID RECORD OF SURVEY MAP; THENCE N88 °37'55 "W ALONG SAID PARALLEL LINE 509.87 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 20.00 FEET; THENCE WESTERLY, SOUTHWESTERLY, AND SOUTHERLY ALONG SAID CURVE 31.31 FEET THROUGH A CENTRAL ANGLE OF 89 047'28" TO A POINT OF TANGENCY WITH SAID LINE HEREIN ABOVE DSCRIBED WHICH IS PARALLEL WITH AND 42.00 FEET, MEASURED AT RIGHT ANGLES, EASTERLY OF THE CENTERLINE OF BALOUR DRIVE AS SHOWN ON SAID RECORD OF SURVEY MAP; THENCE ALONG SAID PARALLEL LINE S1 ° 34'37 "W 85.28 FEET TO THE SOUTHERLY LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 14; THENCE ALONG SAID SOUTHERLY LINE N 88 039'23 "W 12.00 FEET TO A LINE WHICH IS PARALLEL WITH AND 30.00 FEET, MEASURED AT RIGHT ANGLES, EASTERLY OF THE CENTERLINE OF BALOUR DRIVE AS SHOWN ON SAID RECORD OF SURVEY MAP; THENCE ALONG SAID PARALLEL LINE N1 034'37 "E 163.21 FEET TO THE POINT OF BEGINNING. 10-20- L. MFerP!�A, PLS 4307 DATE JALEGAM5991DOC a o� Of z > 0 D ON oo v wo w 0 En �oa0 0 U V 2 °7 w' Z EXHIBIT "B" - PLAT FOR R/W DEDICATION OAKCREST PARK DRIVE OAKCREST PARK 30.00' c� I ESE 1 /4, NW 1 /4 3I I SP-C 1 1� T -13 S, R % W 0 o I I S.B.lvl, N I 1 3 nJ' F S 8935 i� <I Ila m I o OWNER : CITY OF ENCINITAS, A MUNICIPAL CORPORATION. 42' w I APN 259 - 320 -02 S88'25'23 "E(R) o n --so 1-22' o "W(R) o I° ° S88'37'55 "E 399.37' n Z K_�CREST PARK DRIVE _ S88'37'55 "E 703 21' o rn a El cr LEGEND 12.00' i SCALE 1" = 120' NO. RADIUS DELTA LENGTH Cl 20.00 89'47 28 31.34 C2 20.00 90'12 32 31.49 �� C3 190 .00 18' 03 33 59.89 C4 165.00 14'16 45 41.12 C5 66.00 245'49 30 283. t 7 C6 39.00 65'49 30 44.81 o � 509.87' L I S01'22'05 "W(R) I /� N88'25'23 "W(R) APN 259 - 320 -04 N I /tom OWNER SAN DIEGUITO HIGH SCHOOL DISTRICT " I/ v C Z;2 -N88'39'23'. W 12.00' SOUTHERLY LINE OF SOUTHEAST - 42.00' QUARTER OF NORTHWEST 30.00' QUARTER, SECTION 14. - - - - - -- IND. PROPERTY LINE IND. PROPOSED DEDICATED STREET VICINITY MAP ru acu.e N84'51'07 'W 9.55' IC6 C5 ,U .n ro N70'58'23 "E(R) -Z— - - - - BURKETT AND WONG ENG. 3434 FOURTH AVE. SAN DIEGO, CA 92103 SCALE: 1" =120' 1 J.N.: 5993 1 DATE: 10/19/98 /I N/ Do ° C3 = / l0 120.0> 85' ° �� IZ S84'51' "E Z S01'22'05 "W(R) I /� N88'25'23 "W(R) APN 259 - 320 -04 N I /tom OWNER SAN DIEGUITO HIGH SCHOOL DISTRICT " I/ v C Z;2 -N88'39'23'. W 12.00' SOUTHERLY LINE OF SOUTHEAST - 42.00' QUARTER OF NORTHWEST 30.00' QUARTER, SECTION 14. - - - - - -- IND. PROPERTY LINE IND. PROPOSED DEDICATED STREET VICINITY MAP ru acu.e N84'51'07 'W 9.55' IC6 C5 ,U .n ro N70'58'23 "E(R) -Z— - - - - BURKETT AND WONG ENG. 3434 FOURTH AVE. SAN DIEGO, CA 92103 SCALE: 1" =120' 1 J.N.: 5993 1 DATE: 10/19/98 Lot name: 1 North: 4955.6579 Line Course: S 88 -37 -55 E North: 4946.1230 Curve Length: 59.89 Delta: 18 -03 -33 Chord: 59.64 Course In: S 01 -22 -05 W RP North: 4756.1771 End North: 4935.3594 Curve Length: 41.12 Delta: 14 -16 -45 Chord: 41.02 Course In: N 19 -25 -39 E RP North: 5090.9649 End North: 4926.6304 Line Course: S 84 -51 -07 E North: 4915.7865 Curve Length: 283.17 Delta: 245 -49 -30 Chord: 110.81 Course In: S 05 -08 -53 W RP North: 4850.0527 End North: 4828.5358 Curve Length: 44.81 Delta: 65 -49 -30 Chord: 42.38 Course In: S 70 -58 -23 W RP North: 4815.8213 End North: 4854.6640 Line Course: N 84 -51 -07 W North: 4855.5209 Line Course: N 88 -37 -55 W North: 4867.6940 Curve Length: 31.34 Delta: 89 -47 -28 Chord: 28.23 Course In: S 01 -22 -05 W RP North: 4847.6997 End North: 4848.2500 Line Course: S 01 -34 -37 W North: 4763.0023 Line Course: N 88 -39 -23 W North: 4763.2837 Line Course: N 01 -34 -37 E North: 4926.4319 Line Course: S 88 -37 -55 E North: 4926.1454 Line Course: N 01 -34 -37 E North: 4976.1965 Curve Length: 31.49 Delta: 90 -12 -32 East: 7279.3188 Length: 399.37 East: 7678.5749 Radius: 190.00 Tangent: 30.19 Course: S 79 -36 -08 E Course Out: N 19 -25 -38 E East: 7674.0387 East: 7737.2345 Radius: 165.00 Tangent: 20.67 Course: S 77 -42 -45 E Course Out: S 05 -08 -53 W East: 7792.1157 East: 7777.3111 Length: 120.85 East: 7897.6737 Radius: 66.00 Tangent: 101.97 Course: S 38 -03 -36 W Course Out: S 70 -58 -23 W East: 7891.7528 East: 7829.3587 Radius: 39.00 Tangent: 25.24 Course: N 51 -56 -22 W Course Out: N 05 -08 -53 E East: 7792.4894 East: 7795.9889 Length: 9.55 East: 7786.4774 Length: 509.87 East: 7276.7527 Radius: 20.00 Tangent: 19.93 Course: S 46 -28 -21 W Course Out: N 88 -25 -23 W East: 7276.2752 East: 7256.2828 Length: 85.28 East: 7253.9359 Length: 12.00 East: 7241.9392 Length: 163.21 East: 7246.4307 Length: 12.00 East: 7258.4273 Length: 50.07 East: 7259.8052 Radius: 20.00 Tangent: 20.07 it Chord: 28.34 Course In: S 88 -25 -23 E RP North: 4975.6461 End North: 4955.6518 Course: S 43 -31 -39 E Course Out: S 01 -22 -05 W East: 7279.7976 East: 7279.3201 Perimeter: 1854.02 Area: 65,480. sq.ft. 1.50 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0062 Course: S 12 -19 -05 E Error North: - 0.00210 East: 0.00133 Precision 1: 297,121.33 G DEED OF VACATION THAT CERTAIN EASEMENT FOR ROAD PURPOSES, AND THE RIGHT OF INGRESS AND EGRESS FOR SUCH PURPOSES (TOGETHER WITH THE RIGHT TO CLEAR AND KEEP CLEAR SAID EASEMENT) IN, OVER, UNDER, AND ACROSS THE HEREINAFTER DESCRIBED LANDS: THAT PORTION OF THE SOUTH QUARTER OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SBM, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA DESCRIBED IN PARCEL NO.'S 81- 0583 -A, 81- 0583 -B, AND PARCEL 81- 0583 -C OF THAT PARTICULAR DOCUMENT RECORDED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY JULY 13, 1981 AS FILE NO. 81- 21 961 3 O.R. /0 - Zo .9 JAMM L. R, PLS 4307 DATE JALEGALS \5993.D0C Project: 5993 Lot Map Check Lot name: lotl North: 4734.4351 Line Course: N 88 -37 -55 W North: 4750.4854 Line Course: S 01 -34 -37 W North: 4587.3373 Line Course: S 88 -39 -23 E North: 4587.0559 Line Course: N 01 -34 -37 E North: 4672.3036 Curve Length: 31.34 Delta: 89 -47 -28 Chord: 28.23 Course In: S 88 -25 -23 E RP North: 4671.7532 End North: 4691.7475 Line Course: S 88 -37 -55 E North: 4679.5744 Line Course: S 84 -51 -07 E North: 4678.7175 Curve Length: 44.81 Delta: 65 -49 -30 Chord: 42.38 Course In: S 05 -08 -53 W RP North: 4639.8748 End North: 4652.5893 Curve Length: 261.55 Delta: 227 -03 -13 Chord: 121.03 Course In: N 70 -58 -23 E RP North: 4674.1062 End North: 4734.4379 Oakcrest Park East: Length: 672.27 East: Length: 163.21 East: Length: 12.00 East: Length: 85.28 East: Radius: Tangent: Course: Course Out: East: East: Length: 509.87 East: Length: 9.55 East: Radius: Tangent: Course: Course Out: East: East: Radius: Tangent: Course: Course Out: East: East: page 1 Wed Apr 07 16:22:48 1999 8371.1523 7699.0740 7694.5825 7706.5792 7708.9261 20.00 19.93 N 46 -28 -21 E N 01 -22 -05 E 7728.9185 7729.3960 8239.1207 8248.6321 39.00 25.24 S 51 -56 -22 E N 70 -58 -23 E 8245.1327 8282.0019 66.00 151.60 N 47 -26 -47 E N 23 -55 -10 E 8344.3961 8371.1559 Perimeter: 1789.88 Area: 49,448. sq.ft. 1.13 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0045 Course: N 52 -11 -24 E Error North: 0.00274 East: 0.00353 Precision 1: 400,528.33 � CAI(, Lot name: lot2 North: 4793.2258 Line Course: N 88 -37 -55 W North: 4802.2156 Curve Length: 31.49 Delta: 90 -12 -32 Chord: 28.34 Course In: N 01 -22 -05 E RP North: 4822.2099 End North: 4822.7603 Line Course: S 01 -34 -37 W North: 4772.7092 Line Course: S 88 -37 -55 E North: 4756.9454 Curve Length: 24.60 Delta: 21 -21 -26 Chord: 24.46 Course In: S 23 -55 -10 W RP North: 4696.6137 End North: 4762.5477 Line Course: N 87 -26 -16 W North: 4767.4804 Curve Length: 54.01 Delta: 18 -12 -12 Chord: 53.78 Course In: N 02 -33 -44 E RP North: 4937.3105 End North: 4778.3538 Curve Length: 77.87 Delta: 19 -23 -51 Chord: 77.50 Course In: 5 20 -45 -56 W RP North: 4563.2949 End North: 4793.2293 East: 8102.9 Length: 376.54 East: Radius: Tangent: Course: Course Out: East: East: Length: 50.07 East: 7705.6058 Length: 660.27 East: Radius: Tangent: Course: Course Out: East: East: Length: 110.34 East: Radius: Tangent: Course: Course Out: East: East: Radius: Tangent: Course: Course Out: East: East: 313 7726.4986 20.00 20.07 N 43 -31 -39 W N 88 -25 -23 W 7726.9761 7706.9837 8365.6876 66.00 12.45 N 76 -45 -33 W N 02 -33 -44 E 8338.9278 8341.8782 8231.6486 170.00 27.23 N 78 -20 -10 W S 20 -45 -56 W 8239.2483 8178.9757 230.00 39.31 N 78 -55 -59 W N 01 -22 -05 E 8097.4303 8102.9215 Perimeter: 1385.19 Area: 15,275. sq.ft. 0.35 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0104 Course: N 70 -00 -04 W Error North: 0.00355 East: - 0.00975 Precision 1: 133,468.25 EXHIBIT 'B' - PLAT FOR R/W DEDICATION IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA 0 0! O U o co w rn O co � O wZ Z w D- Oa U � r w w 3 Of to O0 30.00' II 3 . Iw > n I a � n 0 0 LnI OAKCREST SE 114, NW -1 /4 SEC 14 T 13 S, R 4 W S.S.M. PARK d R OF S 8988 N SCALE 1' - 120' OWNER : CITY OF ENCINITAS, A MUNICIPAL CORPORATION. � 13 i III C2 Q m 116 a C3 I 19'23 1 77.87 42' 3 I I S88'25'23 -E(R) � na 1 ;rS01'22'05 21'2126 24.60 ^lo r Io S O N NO. RADIUS DELTA LENGTH C2 20.00 90.1232 31.49 C3 230.00 19'23 1 77.87 C4 170.00 18'1212 54.01 C9 66.00 21'2126 24.60 S 'E INDICATES AREA DEDICATED HEREON. DB I OAKCREST S88'37'55'E T PARK' x03.21 DRIVE -� rn vi I OWNER SAN DIEGUITO HIGH SCHOOL to DISTRICT ---N � IN 2N lz SOUTHERLY LINE OF SOUTHEAST QUARTER OF NORTHWEST QUARTER OF SECTION 14, LEGEND BURKETT AND WONG ENG. IND. EXISTING DEDICATED STREET 3434 FOURTH AVE. - -- IND. PROPOSED DEDICATED STREET SAN DIEGO, CA 92103 VICNTY MAP Mr SCALE: 1' =120'1 J.N.: 5993 C �})J DATE: 04/07/99 I I // / Kr oz" t O e alo la � ^lo Z 10 S87-26'16'E C9 I 110.34' iA z I DB I OAKCREST S88'37'55'E T PARK' x03.21 DRIVE -� rn vi I OWNER SAN DIEGUITO HIGH SCHOOL to DISTRICT ---N � IN 2N lz SOUTHERLY LINE OF SOUTHEAST QUARTER OF NORTHWEST QUARTER OF SECTION 14, LEGEND BURKETT AND WONG ENG. IND. EXISTING DEDICATED STREET 3434 FOURTH AVE. - -- IND. PROPOSED DEDICATED STREET SAN DIEGO, CA 92103 VICNTY MAP Mr SCALE: 1' =120'1 J.N.: 5993 C �})J DATE: 04/07/99 EXHIBIT 'B' - PLAT FOR R/W DEDICATION IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA II OAKCREST PARK 30.00' SE 1/4, NW 1/4 SEC 1 R Or IS 8985 N I T 13 S, R y W SCALE w n > a n 0 o OWNER : CITY OF ENCINITAS, A MUNICIPAL CORPORATION. � RADIUS DELTA 13 C1 20.00 I l -i CS n a 261.55 a m II 0 I� 4 POO SOUTHWEST CORNER OF 3 I RECORD OF SURVEY o MAP NO. 8985. 0 � o "I -- - -� INDICATES AREA DEDICATED HEREON. NO. RADIUS DELTA LENGTH C1 20.00 '47 31.34 CS 66.00 227'0313 261.55 C6 1 39.00 65'49 30 44.81 0 — — L 588'37'55•E 703.21' IW b� o `* alo '1z 001 672.27' .....:::..:: ... OAKCREST PARK "E DRIVE S84'St' "'`''` 0TE•:�:i•i:•:�:•i: ... ` w o, .i:i:S88'37'55 .'n 509.87' a 01'22'05 "W(R) n Ln ICfi : :: of V. 25'23 "W(R) OWNER SAN DIEGUITO HIGH SCHOOt� DISTRICT f42' Q N70.58'23 "E(R) 9'23 "W p 0' SOUTHERLY LINE OF SOUTHEAST QUARTER ' OF NORTHWEST QUARTER OF SECTION 14. V LEGEND BURKETT AND WON G ENG. IND. EXISTING DEDICATED STREET 3434 FOURTH AVE. - - - - - -- IND. PROPOSED DEDICATED STREET SAN DIEGO. CA 92103 L LAND VrANrTY MAP ND SCALE '^ ENCINITAS 8L VD d 6_ 00 ,n 7 OF P SCALE: 1• =120' J.N.: 5993 OATS: 04/07/99 DEED OF VACATION THAT CERTAIN EASEMENT FOR ROAD PURPOSES, AND THE RIGHT OF INGRESS AND EGRESS FOR SUCH PURPOSES (TOGETHER WITH THE RIGHT TO CLEAR AND KEEP CLEAR SAID EASEMENT) IN, OVER, UNDER, AND ACROSS THE HEREINAFTER DESCRIBED LANDS: THAT PORTION OF THE SOUTH QUARTER OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SBM, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA DESCRIBED IN PARCEL NO.'S 81- 0583 -A, 81- 0583 -B, AND PARCEL 81- 0583 -C OF THAT PARTICULAR DOCUMENT RECORDED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY JULY 13, 1981 AS FILE NO. 81- 219613 O.R. 4-7 , PLS 4307 DATE J:ILEGALS\5993.DOC JAMES L. MEYER No. 4307 Exp- 6 -30 -00 DEED OF DEDICATION APN 259 - 320 -02 LEGAL DESCRIPTION AN EASEMENT FOR ROAD PURPOSES, AND THE RIGHT OF INGRESS AND EGRESS FOR SUCH PURPOSES (TOGETHER WITH THE RIGHT TO CLEAR AND KEEP CLEAR SAID EASEMENT) IN, OVER, UNDER, AND ACROSS THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SBM, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA AS SHOWN OF RECORD OF SURVEY MAP NO. 8985, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY APRIL 8, 1982 DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID RECORD OF SURVEY MAP NO. 8985; THENCE ALONG THE SOUTHERLY LINE OF SAID RECORD OF SURVEY MAP S88 037'55 "E 12.00 FEET TO A POINT ON A LINE WHICH IS PARALLEL WITH AND 42.00 FEET, MEASURED AT RIGHT ANGLES, EASTERLY OF THE CENTERLINE OF BALOUR DRIVE AS SHOWN ON SAID RECORD OF SURVEY MAP, SAID POINT BEING THE TRUEPOINT OFBEGINNING; THENCE N1 134'37 "E ALONG SAID PARALLEL LINE 50.07 FEET TO A POINT OF CUSP OF A TANGENT CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 20.00 FEET, A RADIAL LINE TO SAID POINT BEARS N88 025'23 "W; THENCE SOUTHERLY, SOUTHEASTERLY, AND EASTERLY ALONG SAID CURVE 31.49 FEET THROUGH A CENTRAL ANGLE OF 90 012'32" TO A POINT OF TANGENCY WITH A LINE WHICH IS PARALLEL WITH AND 30.00 FEET, MEASURED AT RIGHT ANGLES, NORTHERLY OF THE SOUTHERLY LINE OF SAID RECORD OF SURVEY MAP; THENCE S88 037'55 "E PARALLEL WITH SAID SOUTHERLY LINE 376.54 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 230.00 FEET; THENCE EASTERLY ALONG SAID CURVE 77.87 FEET THROUGH A CENTRAL ANGLE OF 19 °23'51" TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 170.00 FEET, A RADIAL TO SAID POINT BEARS S20 045'56 "W; THENCE EASTERLY ALONG SAID CURVE 54.01 FEET THROUGH A CENTRAL ANGLE OF 18 012'12 "; THENCE S87'26'1 6"E 110.34 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 66.00 FEET; THENCE EASTERLY ALONG SAID CURVE 24.60 FEET THROUGH A CENTRAL ANGLE OF 21021'26" TO SAID SOUTHERLY LINE OF SAID RECORD OF SURVEY NO. 8985; THENCE ALONG SAID SOUTHERLY LINE N 88 037'55 "W 660.27 FEET TO THE TRUE POINT OF BEGINNING. R, PLS 4307 DATE 93 REVISED.doc JAMES L. MEYER No. 4307 EXP. 6 -30 -00 IF DEED OF DEDICATION 259 - 320 -04 LEGAL DESCRIPTION AN EASEMENT FOR ROAD PURPOSES, AND THE RIGHT OF INGRESS AND EGRESS FOR SUCH PURPOSES (TOGETHER WITH THE RIGHT TO CLEAR AND KEEP CLEAR SAID EASEMENT) IN, OVER, UNDER, AND ACROSS THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SBM, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA AS SHOWN OF RECORD OF SURVEY MAP NO. 8985, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY APRIL 8, 1982 DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID RECORD OF SURVEY MAP NO. 8985; THENCE ALONG THE SOUTHERLY LINE OF SAID RECORD OF SURVEY MAP S88 037'55 "E 672.27 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 66.00 FEET, A RADIAL LINE TO SAID POINT BEARS N23 155'10 "E; THENCE EASTERLY, SOUTHERLY, WESTERLY AND NORTHERLY ALONG SAID CURVE 261.55 FEET THROUGH A CENTRAL ANGLE OF 227 003'13" TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 39.00 FEET, A RADIAL BEARING TO SAID POINT BEARS N7O 058'23 "E; THENCE NORTHERLY, NORTHWESTERLY, AND WESTERLY ALONG SAID CURVE 44.81 FEET THROUGH A CENTRAL ANGLE OF 65 149'30 "; THENCE N84 °51'07 "W 9.55 FEET TO AN INTERSECTION WITH A LINE WHICH IS 58.00 FEET, MEASURED AT RIGHT ANGLES, SOUTHERLY OF THE SOUTHERLY LINE OF SAID RECORD OF SURVEY MAP; THENCE N88 137'55 "W ALONG SAID PARALLEL LINE 509.87 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 20.00 FEET; THENCE WESTERLY, SOUTHWESTERLY, AND SOUTHERLY ALONG SAID CURVE 31.34 FEET THROUGH A CENTRAL ANGLE OF 89 047'28" TO A POINT OF TANGENCY WITH SAID LINE HEREIN ABOVE DESCRIBED WHICH IS PARALLEL WITH AND 42.00 FEET, MEASURED AT RIGHT ANGLES, EASTERLY OF THE CENTERLINE OF BALOUR DRIVE AS SHOWN ON SAID RECORD OF SURVEY MAP; THENCE ALONG SAID PARALLEL LINE S1 ° 34'37 "W 85.28 FEET TO THE SOUTHERLY LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 14; THENCE ALONG SAID SOUTHERLY LINE N 88 039'23 "W 12.00 FEET TO A LINE WHICH IS PARALLEL WITH AND 30.00 FEET, MEASURED AT RIGHT ANGLES, EASTERLY OF THE CENTERLINE OF BALOUR DRIVE AS SHOWN ON SAID RECORD OF SURVEY MAP; THENCE ALONG SAID PARALLEL LINE N1 034'37 "E 163.21 FEET TO THE POINT OF��r BEGINNING. /Oe AN AM L. M � PLS 4307 DATE C:UMTEMMEGAL3C5993 REVISED.doc JAMES L. MEYER No. 4307 Exp. 6 -30 -00 MUP 4/19/99 DRAINAGE ISSUES RE: MUP 98- 8 "BALOUR IMPACTS" OPTIONS: 1. Keep the basins (or Q to north or south) the same prior to MUP 98 -068. Identify how much flow was directed to ard to the north and south on Balour. The added Q (after development) should be directed to th orth, since Balour has no improved storm drain system capable of handling the added storm ows. Identity if this alleviates flows on Balour (to south) by street flow calculations. Revise rep to identify street flows south of the project where the street cross section is smaller than in fro of MUP 98 -068. Impacts ?? 2. Direct some Q to Fire Station Corm Drain and provide upgrades as required for system. Upgrade the Fire Station plan o revise the 12" PVC storm drain to an 18" RCP. Extend an 18" RCP from the northwest co ' r of the property to MUP 98 -068. Identify how much can enter the exiting system. Analyze do n stream conditions and provide required upgrades. Identity if this alleviates flows on Balour to south) by street flow calculations. Revise report to identify street flows south of the proje where the street cross section is smaller than in front of MUP 98 -068. Impacts ?? 3. Revise the Basins t split as before and provide retention structure basin. Same as item no. I except mitigation of system upgrades could be addressed by installing a permanent stone drain retention structure/basin. Revise the Hydrology report and plans as required. 4. Others? i gVe joss A6 A C►s't R-&LM c64 4- r Y- ff- L.Ei4l AC%N I i1rp /Ct.P q/Z,Vh ,q. r O AK o. � 1 ` S 7 s 'CR1TICAL S7Q (6m • U, ➢Gr�ac� oR � All ZR40e fli Z 7 I IN nL_ O tJd lvw GTy, iy LAWF Lkmy ) •+� H�oR,wG,�. ?a*,M LikkE PEA Bl(Lo Aram Loc -f . Am k 4t' a�dd�n Siv� �'�h �r C7flkGres'1' N i G��Y oc 5•a ukir, Piz tcis Lt4Y (,l"t) I 1� (JP49aP?, �z" pvc ro I S" Rcp 2) uew IV, Pzf 3J C�,f�N -euT `h -4� LQ -ruwG� RE5u1zGAC�+.►C; IA y d►Au Gcs 0 cw,A<t 7y 'OSUF c Jt84 /cF 2saLs- a *644s- :2 es,3 ;l9o/Ea 5890 z q -15- " ,67,140 ("-Dtlr FoR M4"L6 Gl W fvc / 1gI32o A 7,580 SS L.p e �35�305 101 Gw.rnn+G,it/�c�( APF",e. ccros7�r. c�-t C $38183 .348Y d/D Is' o UII �n AM -�° a PIPE �' �°/a FU LL Wo w RE �N AmA 12 �(15r AkAL`t%E WEAKEST poR-7► w dF om6Mo" 5651" . SEt -4i i j 323.02"- " X 120.76_ 'T NN iGr 32 330 -'� 11 T 329.56 10' HIDE PUBLIC SEWER & DRAINAGE EASEMENT REC. J126198 AS FILE No" 1998- 0165055 10' HIDE TRENCH RESURFACING PER 4, TYPE 'B' SHARE TRENCH AS X _ TO KEEP WRK WTHIN SEMENT STORM DRAIN DATA: f N14057'37'W 95.63' 18" RcP - ORM DRAIN DA { 25'15'W 5.00' PVC (SDR -35) STORM DRAIN, OJACENT TO EXIST. WALL TEMPORARY SHORING SHOULD BE NOTIFIED OF VS PRIOR TO CONSTRUCTION OR SHORING. 329. m AC PARKING I c� Z L6 04 GN R/," 6ra. 1 +e0 rL nur. r•u v\vL mur v rNl u to n Wr,L11 /L!\ JVIIJV V -[ Of 4' P.C.C. SIDEWALK PER SDRSD G- SIRUCT 4' CLASS H BASE UNDER CURB & GUTTER AND EXTENDW COURSE 12' BEYOND BACK OF CURB. Q REMOVE EXIS7ING TREE. �4 DOS7ING TREE TO REMAIN. y` TY� A•4 C•a BENCBM[ARK SEWER DATA: OESxwEO er MAW 6r a#r n er 414057'376W 123.44' �8' vs 06 PVC SEWER MAIN (SDR -35) HORIZONAL 1' =20' VER71CAL 1 =4' NEEaS To QUEuG UR.A tN A6 E PLANS PREPARED UNDER SUPERVISION OF 4 DATE 44024 RCE Na 36130 RANDY R. BR NV ENGINEER OF ORK fXP. 6/30/00 RECOMMENDED BY. DATE: OIj m `X 335J25 5 � AC ORIVVWAY 1/ 'o =' X333. 05' � 4, 4, /1� 151 LF O f 1$" R CP 1,_ 1--1334 i�& = " 1 It- �I N W � D PVC ,SCO PER SDRSD i TYPE B' 1\ .r 336.4 w A9,I \J JJy�:J x,1-09 CONSTRUCT EARTH BLADED SWALE 0 1% SUN. FROM S'LY OPENING TYPE 'F'CATCH BASIN 0 341 STA. 6 +08.03 TO END OF BROW DITCH IN BALOUR DRI Vf 0 STA. 3 +6215. SEE SHEET 4. [CHANNEL °\ CONC Z _ 338.0 S V 38'59" 340_4 I 2mT- 4 2a'SPTJ I— MAIN (SDR -35) EUC 15'Euc — r-4 S —,7414'EUC , �UM10.�ATE FaK k x k . _SYA. 3 *37 "'.. TypE la•4 C•0. X 341.30 C, R. W 3 I F R I H R. ® 341024 CL _— BERM I 2 Hz� ~ �5 ;3 2 4 `aq NC 5�W I 7S br-I ! 340.66 - 3 2.71 o 342.6 5�v 4 WM 3 A I x 643. s 38 spb!i Qy is P 4 3 sl i� iz DS -3 ^'i� g�7 ry 48'SPLIT I C 54' -� i �' 1 I F a EUC SPU. U. 34 ... 1111�J I \ DAYllGHTLINf– 0 �\ F F—j —F -�z k X 343. ry W STREET IMPROVnigi� MVE STREET DEDICATION 1 °jI m PER 4 N1ED TO THE CITY OF ENChYTAS o Is45. 4 346.201 AS FILE No, 7' 30 42' EUC SEE SHEET EVC 0 z.se w 1 SEWER 1 N89°38'59' 8" PVC SEI CONSTRUCT 6' PER SDRSD G -., , 4 r.. 'i ERENCES DATE BENCBM[ARK SCALE OESxwEO er MAW 6r a#r n er vs 06 TOP OF BRASS CAP IN COUNTY MONUMENT KU LOCATED IN THE INTERSEC. OF ENCINITAS BLVD. Jr SEEMAN DR. RECORD FROM CO. OF SAN DIEGO ELEV = 315.49 DATUM : U.SC. k G.S. HORIZONAL 1' =20' VER71CAL 1 =4' NEEaS To QUEuG UR.A tN A6 E PLANS PREPARED UNDER SUPERVISION OF 4 DATE 44024 RCE Na 36130 RANDY R. BR NV ENGINEER OF ORK fXP. 6/30/00 RECOMMENDED BY. DATE: 1 I M IND CAUVON!1! EXIST. 2° H.P. GAS MAIN qr / U f I J ri i c!! h •� H m� to •_ z° a W c ep rn •-i CAUVON111 g EXIST. SOG&E m MANHOLE cn n S ;E MN a s o, S s 1 !SEWER DATA: N77 005'34 'W 4 80 PVC SEWER K a W 22.47 i!, o CC)/ n� AD 4> STORM DRAIN DA TA: 323.07---'�� i A =12 °17'18' R =200' L == 42.90 —� X REFER TO ENCINITAS BLVD. 41 18° RCP TO�IN l'JJ0 CROSS SECTION, SHEET 1. I W d �'`• �"' 316.80 X 1 �� WATER MAIN -, ? - ' ST T I — w. 17.5 �1 P02 \ `TPAFFIC SIGNAL BOX ICV ICV CABLE T VV AULT --/ STREET LIGHT BOX DATA: 841.50'L= 327.79' DRAIN (1350 -D & CABLE TV PEDEST OCCURS) 0 I 0JJ0/ Wd 4' CURB OU TLE I S� c ® 327.54 2 a DI Ln n APj\l 269JJ11JJ PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED DA TE Aft \ RCE Na 36190 - BY.• APPROVALS APPROVED M BOA`"`% y ti a N � j z 3.i5. "12 tjz� N a SNEER 2 N vv� � W a z W h 326.30 kl • 0 10 20 40 6 SCALE: 12=20' t Cl TY PF CITY OF ENCINITAS ENGINEERING DEPART: ImPROVEMENT PLAN ENCINITAS FBOULEVARD - SEWER MAIN EXTEI FOR ENCINITAS FIRE STATION No.5 umuv PparrT NO. 96 -070 558q-6 \Aj Al . ..... . ....... . ... . ... ...... . ....... .... ....... ......... 6A . . . .. . ............... . . 86 .5, 9 5 0 .. ..._..`$ . drL M%w z WIDEN DRIVE FW6 CURB le GUTTER. TCH Mt�l Nt m V4161C FWC OF -&K6 fl6rlmCcr tOW c7-e. Nmg-r ... . .......... *414r- or- C\lj 7v eotiAlry, 44v otkeo cicr 74 Ace 6 AS/& w PR o I .,O Fer M s\e� eer Wwr6 — — - 0 Cw i I H23.80 8LC, lev 6 041e, eiqo 44 ik2) X's fOF 0 ofW44MI 02 AV? 38 (.ovc?, e 4 1300 rL ell rOLWJIA( 'FeAV TIEW CU Ke a To �P[.qN r CTS � H � ? ~�;�b`��i� To s X y �4 °� � '� o / 8 .IAI IVA APPENDIX II REo5E 8� Z~p,/ ADEQUACY OF EXISTING DRAINAGE SYSTEM: Drainage run off from portion of the developed site is collected into an existing type 'F' inlet (I13) and through an existing 12" A.C.P. into the existing curb outlet on Balour Drive. The existing inlet (113) is collecting tributary area A13, and it also serves as a junction box which storm drains F, G and N connect to the existing 12" A.C.P. The existing inlet has a capacity of 9.48 cfs which is greater than the run off from A 13 at 0.94 cfs. The total discharge into the existing pipe: Qact = 9.773 + 1.775 + 3.733 = 15.281 cfs The existing 12" pipe has a capacity of 8.30 cfs and the existing curb outlet has a capacity of 3.07 cfs which are not sufficient. A new system is required to take the rest of the run off. With the addition of a curb inlet and 2l" RCP and a modified D -25 curb outlet, the portion of the run off that is over the capacity of the existing system will be pick up. QOVCT = 15.281 — 3.07 = 12.211 cfs The capacity of the 18" new pipe that connects the new curb inlet to the existing type 'F' inlet @ 1.5 % is 12.86 cfs > 12.211 cfs,---------------------------------------- - - - -OK The capacity of the 21" new pipe @ 2.69% is 25.99 cfs > 12.211 cfs, ---- - - - -OK The capacity of the modified curb outlet = 17.50 cfs > 12.211 cfs,-------- - - - -OK ACT OF DEVELOPMENT: The total run off from site after development is 26.203 cfs. The total run off from the site is 27.159 cfs, since development is not going to cover the entire existing site, the run off from the portion of the site that will he developed is 21.128 cfs. The increase of run off: Qi = 26.203 - 21.128 = 5.075 cfs The to ography of the site dictates that all the run off will be drained onto Balour Drive. 1 /, the capacity of flow such that it will not over flow the 6" curb is 28.27 cfs. At the peak w after development ( Q = 26.203 cfs), the depth of flow is .8!5 he deptnlzAvgL of flow at pe flow before development ( Q = 21.128 cfs) is 5.4 ", thus the impact of the 1-" rf development n the existing drainage facilities is minimal. pw't' ALcv?t -'E� Gmi0 4r^7Ei> AT •S% . -T}tt$ t6 E i OAKCREST COMMUNITY PARK Worksheet for Circular Channel Project Description 18.0 Project File m:\sdskproj \5993\sd.fm2 Worksheet STORM DRAIN LINE 'V' CAPACITY Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Capacity Input Data Mannings Coefficient 0.013 Channel Slope 1.5000% Diameter 18.00 in Results Depth 18.0 in Discharge 12.86 cfs Flow Area 1.77 ft' Wetted Perimeter 4.71 ft Top Width 0.00 ft Critical Depth 1.35 ft Percent Full 100.00 Critical Slope 0.013233 ft/ft Velocity 7.28 ft/s Velocity Head 0.82 ft Specific Energy FULL ft Froude Number FULL Maximum Discharge 13.84 cfs Full Flow Capacity 12.86 cfs Full Flow Slope 0.015000 ft/ft 01129/99 RowMaster v5.13 02:28:36 PM Hassled Methods, Inc. 37 Brookside Road Waterbury. CT 06708 (203) 755 -1666 Page 1 of 1 OAKCREST COMMUNITY PARK Worksheet for Circular Channel Project Description 21.0 Project File m: \sdskproj \5993\sd.fm2 Worksheet STORM DRAIN LINE 'W CAPACITY Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Capacity Input Data Mannings Coefficient 0.013 Channel Slope 2.6900% Diameter 21.00 in Results Depth 21.0 in Discharge 25.99 cfs Flow Area 2.41 ft' Wetted Perimeter 5.50 ft Top Width 0.00 ft Critical Depth 1.69 ft Percent Full 100.00 Critical Slope 0.023548 fttft Velocity 10.80 ft/s Velocity Head 1.81 ft Specific Energy FULL ft Froude Number FULL Maximum Discharge 27.95 cfs Full Flow Capacity 25.99 cfs Full Flow Slope 0.026900 ft/ft 01/29/99 FlowMaster v5.13 02'28:30 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 muP as -0(05- BURKETT L WONG ENGINEERS DATE: 04/07/99 1 OF 1 3434 FOURTH AVENUE PROJECT: OAKCREST COMUNITY L SENIOR CENTER "- SAN DIEGO, CA 92103 IMPROVEMENT PLAN M.O. N0. 1619) 299-5550 MUP NO. 98 -068 DWG. NO, 5891 -IR B&W JOB No: 59930 P U B L I C I M P R O V E M E N T SHEET NUMBER TOTAL UNIT TOTAL NO.OESCRIPTION 3 446 7 9 QNTY COST COST 1 C 6 G REMOVAL LF 495 495 3.00 1,485 2 PAVEMENT REMOVAL SF 40100 40,100 0.50 20,050 3 EXCAVATION CY 0 0 4.10 0 4 FILL - IMPORT CY 0 0 8.60 0 5 6• CLG TYPE (G -21 LF 1,037 1,037 13.75 14,259 6 6" CURB (G -1) LF 717 717 6.00 4,302 7 6" TYPE "A "DIKE (A.C. BERM) LF 102 102 8.20 836 B SIDEWALK PCC (G -7) SF 6,320 6,320 3.65 23,068 9 SIDEWALK AC SF 510 510 1.65 842 10 SAWCUT LF 139 139 3.00 417 11 DRIVEWAY (G -14) SF 140 140 3.95 553 12 DRIVEWAY (C -261 SF 285 285 1.95 1,126 13 GUTTER (X- GRITERI(G -12) SF 925 925 5.00 4,625 14 GUTTER (X- (;LrrM) (G -13) SF 550 550 5.00 2,750 15 PAVEMENT 4" AC (OPD) SF 24385 24,385 1.65 40,235 16 PAVEMENT 6• BASE (OPD) SF 24385 24.385 0.90 21,947 17 PAVEMENT 5-AC (BD) - SF 18171 18,171 2.00 36,342 18 PAVEMENT B" BASE (m) SF 18171 18,171 1.15 20,897 19 PAVEMENT 6 "PCC IOPD) SF 3630 3,630 4.20 15.246 20 PAVEMENT 5• BASE (OPD) SF 3630 3,610 0.70 2,541 22 CURB INLET TYPE 9-1 (D -21 (O EA 1 1 3675.00 3,675 23 CURB INLET TYPE B (D -2) (BD) EA 1 1 3675.00 3,675 24 PEDESTR'N RAMP TYPE -A (G -27) EA 3 3 1050.00 3,150 25 WATER PIPE PROTECTION(CONC) SP 460 460 4.20 1,932 26 SURVEY MONUMENT IM -101 EA 6 6 420.00 2,520 27 STREET LIGHTS (E -1; SDB -101) EA 3 3 4200.00 12,600 28 STREET NAME SIGN EA 1 1 200.00 200 29 STRIPING LF 1712 1,712 0.24 411 30 4- DG IN DRIVEWAY CY 2.7 3 8.60 23 31 RETAINING WALL CY 37 37 630.00 23,310 32 2- RW PVC (PURPLE) LF 60 60 14.00 840 33 1.5" SDWD SERVICE, ET ALL EA 1 1 12860.00 12,860 34 2" SDWD SERVICE, ET ALL EA 1 1 20975.00 20,975 35 12" FIRE SERVICE LF 65 65 63.00 4,095 36 CUT IN 12•x12• TEE EA 1 1 8000.00 8,000 37 12- VALVE EA 1 1 3500.00 3,500 36 12" STORM DRAIN (PVC) LF 10 (1C,OFESS /O l� 10 37.00 370 39 1B "STORM DRAIN (RCP) LF (� �.9/ 264 �•1L0 264 84.00 22,176 40 24-STORM DRAIN (RCP) EA 212 �• i A 212 95.0D 20,140 41 CLEAN OUT TYPE A -4 (D -9) CURB RA FL4`" joy ��," / 1 3 3500.00 4000.00 10,500 43 SURFACET PER CESD12 SF C 21 R�•c' %4�9s fv� I2, 11B 23.00 48,014 N0031& WO Al. 419, 186 A BOND IN THE AMOUNT OF $ WILL SATISFY THE t 41,919 PROVISIONS OFIARTICLE 2, CHAPTER X OF THE MUNICIPAL .9 L. `, � CODE FOR THE O Oclvl A BOND 461,104 461,109 ESTIMATED TIME OF COMPLETION IS TIMOT HI TOTAL BOND $461.104 DATE CONTROL ENGINEER C S41 BURKETT 6 WONG ENGINEERS SATE: 04/07/99 1 OF 1 3434 FOURTH AVENUE PROJECT: OAKCREST COMMUNITY 6 SENIOR CENTER SAN DIEGO, CA 92103 IMPROVEMENT PLAN W. 0. NO. (619) 299 -5550 MUP N0, 98 -068 DWG. NO. 5891 -I3t B6W JOB NO: 5993U P U B L I C I M P R O V E M E N T SHEET NUMBER TOTAL UNIT TOTAL NO.DESCRIPTION 466 7 9 ONTY COST COST 1 C 6 G REMOVAL LF 495 495 3.00 1,485 2 PAVEMENT REMOVAL SF 40100 40,100 0.50 20,050 3 EXCAVATION 6 IMBANKMENT CY 0 0 4.10 0 4 FILL - IMPORT CY 0 0 8.60 0 5 6• CSG TYPE (G -2) LF 1,037 1,037 13.75 14,259 6 6" CURB (G -11 LF 717 717 6.00 4,302 7 6" TYPE "A "DIKE (A.C. BERM) LF 102 102 8.20 836 8 SIDEWALK PCC (G -7) SF 6,320 6,320 3.65 23,068 9 SIDEWALK AC SF 510 510 1.65 842 10 SAWCUT LF 139 139 3.00 417 11 DRIVEWAY (G -14) SF 140 140 3.95 553 12 DRIVEWAY (G -26) SF 285 285 3.95 1,126 13 GUTTER (X- GUTTER) IG -12) SF 925 925 5.00 4,625 14 GUTTER (X- GUTTER)(G -13) SF 550 550 5.00 2,750 15 PAVEMENT 3" AC SF 42556 42,556 1.25 53,195 16 PAVEMENT 5" BASE SF 42556 42,556 0.70 29.789 17 PAVEMENT 6 °PCC SF 3630 3,630 4.20 15,246 18 PAVEMENT 5" BASE SF 3630 3,630 0.70 2,541 19 CURB OUTLETS TYPEA (0-25) EA 3 3 2240.00 6,720 20 CURB OUTLETS TYPEA (D- 25)MOD EA 1 1 3920.00 3,920 21 PEDESTR'N RAMP TYPE -A (G -27) EA 2 2 630.00 1,260 22 WATER PIPE PROTECIION(CONC) SF 460 469 4.20 1,932 23 SURVEY MONUMENT (M -10) EA 6 6 420.00 2,520 24 STREET LIGHTS (E -1; SDE -1011 EA 3 3 4200.00 12,600 25 STREET NAME SIGN EA 1 1 200.00 200 26 STRIPING LF 1712 1,712 0.24 411 27 4" DG IN DRIVEWAY CY 2.7 3 8.60 23 Ex;3. 7�•�7 9�j {x C'V BNCI RK 1. n % TOTAL 188,916 18,892 A BOND IN THE AMOUNT OF $ WILL SATISFY THE L"�,, [� I• 10% PROVISIONS OF ARTICLE 2, CHAPTER X OF THE MUNICIPAL OF IMPROVEMENT CODE FOR THE IMPROVEMENT OF BOND 207,807 ESTIMATED TIME OF COMPLETION IS _ TIMOTHY J. HIGGINS TOTAL BOND $207,807 DATE CONTROL ENGINEER RCE 54198 4PR 8 BURKETT & WONG E.WGINEERS .f1: 01/29/99 1 OF - 3434 F=L m AVENUE PROJECT: OAKCREST COMWJNITY L SENIOR CENTER SAN DIE00, CA 92103 IMPROVEMENT FLAK x.0. NO. NVNNNN (6191 299 -SSSD MAP NO. DWG. NO. B&N JOB 40: 59930 P V 2 L T- C I M P R O V E M E N T Sw.EET NUMBER TOTAL VNIT TOTAL NO.DESCRIPTION 21.3 4 5 &6 6 7 - 17 ONTY COST COST 1 C 6 G REMOVAL LF 32C 320 2.00 960 2 PAVEMENT REMOVAL SF 51024 51,024 0.50 25.512 3 EXCAVATION & 39mA1a ENT CY 11,099 11,099 4.10 45,506 4 FILL - IMPORT CY )93 393 6.60 3,300 5 6" C &O TYPE (0-21 LF 1.037 1,037 13.75 14,259 6 6•1 CURB (G•1) LF 717 717 6.00 4,302 7 6^ TYPE "A•DIKE (A-C. BERM) LF 102 102 8.20 636 B SIDEWALK FCC (G -7) SF 6,320 6,220 3.65 23,068 9 SIDEWALK AC SF 510 510 1.65 842 10 SAWCUT LF 96 96 3.00 288 11 DRIVEWAY (0-14) SF 164 164 3.95 648 12 DRIVEWAY (G -26) SF 300 300 3.95 1,165 13 GUTTER (X -O TTTER)(0 -12) 1290 1,290 5.00 6,450 14 GUTTER (X- OU`MRI(0 -13) SF 550 550 6.VU 4,760 15 PAVEMENT 3" AC BF 5134• 51.344 1.25 64,190 16 PAVEMENT 5" BASE SF 51344 51,344 0.70 35.941 17 PAVEMENT 6 "PCC SF 5056 5.056 4.20 21,235 18 PAVEMENT 5" BASE SP 5056 5,056 0.70 3,539 19 CURB OUTLETS TYPEA (D -25) EA 3 3 2240.00 61720 20 CURB O"TLF -Is 'YPEA (D- 25)MOD EA 1 1 3920.00 3,920 21 PEDESTR'N RAMP TYPE -A (G -271 EA 2 2 1050.00 2,100 22 WATER PIPE PROTECTION(CONC) SP 460 460 4.20 1,932 �M� yING SERVICES EN C)TV OF ENCINITAS 6N31NEER OP WORK TOTAL 269,552 A BOND IN THE AMOUNT OF S WILL SATISFY THE TOY 25,955 PROVISIONS OF ARTICLE 2, CHAPTER X OF THE MUNICIPAL IMPROVEMENT CODE FCR THE IMPROVEMENT OF BOND 296,508 SSTIMATED T'MM OF COMPLETION IS _ TOTAL BOND £296,509 TIMOTHY J. H =GGINS DATE CONTROL EN3INEER ACE 54196 b0 'd VE66 66d 619 'ON Xd3 9NOM I ,L,LDNA8 9121 NOW 66 -1 -833 BURKETT A WONG ENGINEERS JR: - 1/29/1999 1 OF 1 3434 FOURTH AVENUE PR(1TF^T; OAKCR2ST COMMUNITY 6 SENIOR CRNTRR Slut DIQGO, CA 92103 IMPROVEMENT PLAN W.O. NO. NNNNNN [6191 299 -5550 MAP NO. ONG. NO. B6W JOB No: 59930 S I T E 0 R A D I N G SHEET NUMaSR -2&34&6 T072w UNIT TOTAL NO. DESCRIPTION 66] pHTy COST C0.? 1 C 6 G REMOVAL LF 1000 11000 3.00 ),000 2 PAVEMENT REMOVAL SF 24000 24,000 0.60 12,000 3 EXCAVATION /EMBAHXMENT CY 11099 11,099 4,10 45,506 4 FILL - IMPORT CY 393 393 8.60 3,380 5 DRIVEWAY sr 120 120 3.95 474 6 PAV*_M'T 5" COHC. ON 4" BASE SF 225 225 1.70 383 7 PAVEMENT 2• AC ON 4" BASE sF 65297 95,297 1.95 166,329 8 FAVEM'T 3" AC ON 5' BASE SF 19291 18.281 2.35 42,960 9 SIDEWALK 0 -7 SP 16095 16,096 3.65 56,750 10 6' PVC FIRS SERVICE LP 155 1S5 44.00 6,620 11 5' PVC FIRE SERVICE LP 655 655 52,00 34,060 12 4• PVC WATER SERVICE LF 717 717 28.00 20.076 13 FIRE HYCRA0I7 EA 2 2 3850.00 7,700 14 4" PVC SAN. SEWER(PVT) LF 130 130 19.23 2,500 35 6" PVC SAN. SEWER;PVT) LF 510 310 47.00 23,970 16 8" PVC SAN. SEWER;PVT) IF 270 270 60.00 16,200 17 8" PVC STORM DRAIW(PVT1 LF 375 375 52.00 19,500 14 12" PVC STORM DRAIN[PVT) LF 1190 11190 74.00 68.060 19 16" RCP S:'ORM DRAIN(PVT) LF 3 3 84,00 252 20 21" RCP STORM DRAIH(PVT) LF 100 100 24.00 2,400 21 TYPE 'A -4' CLEAN O'JT[PVT.I EA 1 1 3790.00 3.790 22 9• K 9" PRE -CAST C.B.(PVT.) EA 1 1 560.00 690 22 12' X 12^ PRECAST C.B•(PVT. £A 2 2 560.00 1,120 24 18• X 18" PRE -CAST C.B.(PVT. EA 7 7 1100.00 7,700 25 TYPE 'F' C.B. IPVT.) EA 7 7 3400.00 23,000 26 TYPE 'I' C.B. (PVT.) EA 2 2 300.00 600 27 6" C60 TYPE fG -21 LF 976 97f 3.65 1,562 26 6" CURB (G -1) LF 1490 11490 2.50 3,726 29 6- CURB W /6" WALKWAY LF 2686 2,688 2.96 7,688 30 HALL , RETAINING (MASONRY) Sr 4111 n[ (� 1 4,131 29.00 115,669 D FEB - 1 19� SFRvjcEs EN[;tp;[EftNC, ENGINEER OF WORK TOTAL 722,533 A BOND IN THE AMOUNT OF J WILL SATISFY INS 104 72,251 PROVISIONS OF ARTICLE 2, CHAPTER K OF THE MUNICIPAL IMPROVEMENT CODE FOR THE IMPROVEMENT OF BOND 794,79E ESTIMATED TIME OF COMPLETION IS TOTAL BOND 5794,786 TIMOTHY J. HIGGINS DATE CONTROL ENGINEER ROE 54199 EO 'd P666 6H 619 'ON }{yd ONOM � 113MAG S121 NOW 66 -1 -83d f-iL-e- cup y A-:E4VE--- HYDROLOGY REPORT OAKCREST COMMUNITY PARK SAN DIEGO, CALIFORNIA Prepared by Burkett and Wong San Diego, California burkett & wong 40 Structural & Civil Engineers & Surveyors j�fE ?(c 2•. t:. 54.11! 4 m Job Number 5993U �\ J December 23, 1998 Rev. April 1, 2000 0� 3434 Fourth Avenue. San Diego. Caiddrnia 92103 -491 I relepnwre 1619 299 -5550 Faciimrle X6191 299 -9934 6392 Mcleod Drive, Suite 8. Las Vegas, Nevada 89 120 44 17 ielepnone 1702174&5551 FMsimile (702) 740 -5515 w Burkett -wong. cam INTRODUCTION: Oakcrest Community Park is located on the southeast comer of Encinitas Boulevard and Balour Drive in the City of Encinitas. The existing site is a community park with gently sloping grassy area with play ground equipment and adjacent parking. The eastern quarter of the site consists of 12% sloping brushy hillside with hiking trails. The purpose of this hydrology study is to determine the impact of the additional flow from the developed site on the existing off -site surface drainage facilities as well as the on site drainage system's adequacy. The description of the rational method for the analysis will be explained. Site data for the hydraulic analysis of the existing park will be shown by calculating the Quantity, in cfs, run off generated by the sub -areas as shown on the existing hydrology map. Finally, an analysis of the existing found pipe from the Type F curb inlet to the curb outlet in Balour Drive will be tabulated. For the full site development, sub -area flows (Q) will be tabulated for the areas delineated on the developed hydrology map. The inlets for each sub -area will be tabulated by to show that the flow can be accepted by the proposed inlet. Finally, the size of pipe will be shown for each pipe in the system and the flow that can be handled by the pipe will be tabulated. A statement will be made regarding the adequacy of the existing storm drain system and the report will be concluded with at statement regarding the impact of the system. The conclusion of the report will be followed Appendices supporting data listings in the body of the report. RATIONAL METHOD ANALYSIS: 100 -YEAR FREQUENCY STORM RATIONAL METHOD: Q = C I A/43560 Where: Q = Peak discharge in cubic feet per second (cfs) C = Runoff coefficient I = Rainfall intensity in inches per hour (in/hr) A = Drainage basin area in square feet (ft2) References: County of San Diego Hydrology Manual, April 1993. Bureau of Public Roads. HYDROLOGY 1. Soil classification = C 2• Cw..ercjal = 0.80 3. Time of concentration Tc = 10 minutes 4. Intensity Iioo = 4.2 in/hr (100 -year storm) SITE DATA(existing conditions): TRIBUTARY AREA AREA(ft2) C I(in/hr) Q(cfs) Al 14550 0.8 4.5 1.202 AZ 22450 0.8 4.5 1.855 A3 146290 0.8 3.3 8.866 A4 66630 0.95 3.3 4.795 A5 72480 0.9 3.3 4.942 A6 90720 0.8 3.3 5.498 EXISTING STORM DRAIN LINE CAPACITY: PIPE TRIBUTARY AREA Qact(cfs) SIZE(in) SLOPE MATERIAL Qcap(cfs) COMMENT Pi A6 5.498 12 1 5.43% ACP 8.3 1 OK EXISTING INLET CAPACITY: INLET TRIBUTARY AREA Qact(cfs) I TYPE I Qcap(cfs) CommENT It Al 1 5.500 1 TYPE'F' 1 9.48 OK SITE DATA: (after development) TRIBUTARY AREA AREA(ft2) C I(in/hr) Qact(cfs) Al 5251 0.8 4.2 0.405 A2 7804 0.8 4.2 0.602 A3 34617 0.8 4.2 2.670 A4 65931 0.8 4.2 5.086 A5 19785 0.8 4.2 1.526 A6 3798 0.8 4.2 0.293 A7 3838 0.8 4.2 0.296 A8 4501 0.8 4.2 0.347 A9 9737 0.8 4.2 0.751 A10 8065 0.8 4.2 0.622 All 12164 0.8 4.2 0.938 Al2 15080 0.8 4.2 1.163 A13 13293 0.8 4.2 1.025 A14 3708 0.8 4.2 0.286 A15 4694 0.8 4.2 0.362 A16 58382 0.8 4.2 4.503 A17 10644 0.8 4.2 0.821 A18 14025 0.8 4.2 1.082 A19 6726 0.8 4.2 0.519 A20 25624 0.8 4.2 1.977 A21 9106 0.8 4.2 0.702 A22 3245 0.8 4.2 0.250 A23 13954 0.8 4.2 1.076 A24 5236 0.8 4.2 0.404 A25 11329 0.8 4.2 0.874 DRAIN INLET CAPACITY: INLET AREA(S) Qact (cfs) TYPE Qcap (cfs) COMMENT I1 Al 0.405 TYPE'F' C.B. 9.48 OK I2 A2 0.602 TYPE'F' C.B. 9.48 OK I3 A3 2.670 TYPE'F' C.B. 9.48 OK I4 A4 5.086 TYPE T' C.B. 9.48 OK I5 AS 1.526 18" X 18" C.B. 3.00 OK I6 A6 0.293 18" X 18" C.B. 3.00 OK I7 A7 0.296 18" X 18" C.B. 3.00 OK I8 A8 0.347 18" X 18" C.B. 3.00 OK I9 A9 0.751 18" X 18" C.B. 3.00 OK 110 A10 0.622 ROOF DRAINS OK III All 0.938 18" X 18" C.B. 3.00 OK 112 Al2 1.785 18" X 18" C.B. 3.00 OK I13 A13 1.025 18" X 18" C.B. 3.00 OK 114 A14 0.286 18" X 18" C.B. 3.00 OK I15 A15 0.362 18" X 18" C.B. 3.00 OK I16 A16 4.503 4' TYPE 'A' C.I. 6.67 OK I17 A17 0.821 18" X 18" C.B. 3.00 OK 118 A18 1.082 18" X 18" C.B. 3.00 OK I19 A19 0.519 18" X 18" C.B. 3.00 OK 120 A20 1.977 18" X 18" C.B. 3.00 OK I21 A21 0.702 12" X 12" A.D. 2.00 OK I22 A22 0.250 18" X 18" C.B. 3.00 OK I23 A23 1.076 18" X 18" C.B. 3.00 OK 124 A24 0.404 12" X 12" A.D. 2.00 OK 125 A25 0.874 18" X 18" C.B. 3.00 OK ANALYSIS AND RESULTS STORM DRAIN LINES SD LINE AREA(S) Qact (cfs) TYPE SLOPE Qcap (cfs) COMMENT A Al 0.405 8" PVC 1.13% 1.52 OK B A1& A2 1.007 8" PVC 1.53% 1.77 OK C A1..A3 3.677 12" PVC 0.97% 4.27 OK D ALA6 10.582 18 "RCP 4.12% 21.32 OK E A6 0.293 8" PVC VERT - OK F A5 1.526 6" PVC 19.92% 2.96 OK G A7 0.296 6" PVC 3.03% 1.15 OK H A8 0.347 6" PVC 2.00% 0.94 OK I A8 & A9 1.098 12" PVC 1.00% 5.95 OK I A10 0.622 6" PVC 2.05% 0.95 OK K A8..A10 1.720 12" PVC 2.49% 5.62 OK L All 0.938 8 "PVC 10.95% 1.56 OK M Al2 1.163 8 "PVC 1.00% 1.43 OK N A8..Al2 3.822 12" PVC 1.89% 5.79 OK O A16 4.503 12 "PVC 4.81% 9.23 OK P A16 +17 +23 +25 7.275 12" PVC 9.24% 12.80 OK Q A22 0.250 8" PVC 1.00% 3.17 OK R Q +A18 +19 1.851 8" PVC 4.29% 2.96 OK S R +A20 3.577 12" PVC 13.00% 8.72 OK T A14 0.286 8" PVC 1.62% 1.82 OK U A14 +A15 0.648 8" PVC 2.20% 2.12 OK V A25 0.874 6" PVC 8.95% 1.98 OK W D +N+G +A13 15.725 21 "RCP 21.41% 86.64 OK Wl A24 0.404 6" PVC 13.03% 2.39 OK X A21 6.60 18 "RCP 4.93% 23.3 OK Y S +P +X 17.45 18 "RCP 4.93% 23.3 OK Z Y +W +WI 33.58 24 "RCP 2.40% 35.04 OK ADEQUACY OF EXISTING DRAINAGE SYSTEM: Drainage run off from portion of the developed site was collected into an existing type `F' inlet (I13) and through an existing 12" A.C.P. into the existing curb outlet on Balour Drive. This has been replace by the street improvements on Balour Drive which include an underground storm drain system of 18" and 24" RCP pipes. The 18" RCP pipe has a capacity of 23.3cfs and the 24" RCP has a capacity of 35.04 cfs. The existing inlet (I13) is collecting tributary area A13, and it also serves as ajunction box which storm drains F, G and N connect to the existing 12" A.C.P. The existing inlet has a capacity of 9.48 cfs which is greater than the run off from A13 at 0.94 cfs. The total discharge into the existing pipe: Qact = 9.773 + 1.775 + 3.733 = 15.281 cfs The existing 12" pipe has a capacity of 8.30 cfs and the existing curb outlet has a capacity of 3.07 cfs which are not sufficient. A new system will handle the total amount of the proposed run off into the newly constructed 18" and 24" RCP underground storm system. The capacity of the 21" RCP pipe @ 21.41% is 86.64 cfs > 15.73 cfs, ---- - - - -OK The capacity of the 24" RCP UG system @ 2.40% is 35.04 cfs > 33.58 cfs, --- - - - -OK IMPACT OF DEVELOPMENT: The total run off from site after development is 33.58 cfs. The total pre - development run off from the site is 27.159 cfs. The increase of run off: Qi= 33.58- 27.16 =6.42 cfs With the addition of the 24" RCP underground system and the discharge from the developed site connected to it. There is anticipated to be a decrease in the amount of run- off that previously would flow on Balour Drive. APPENDIXI RUNOFF COEFFIC!E'1TS (RATIONAL METHOD) DEVELOPED AREAS (URBAN) Coefficient C Soil Group "' Land Use A B C D Residential: Single Family .40 .45 .50 .55 Multi -Units .45 .50 .60 .70 Mobile Homes .45 .50 .55 .65 Rural (lots greater than 1/2 acre) .30 .35 .40 .45 Commercial 12' 80% Impervious .70 .75 .80 .85 Industrial 90% Impervious .80 .85 .90 .95 NOTES: " Soil Group maps are available at the offices of the Department of Public Works. " Where actual conditions deviate significantly from the tabulated imperviousness values of 80% or 90 %, the values given for coefficient C, may be revised by multiplying 80 °/v or 90 °/o by the ratio of actual imperviousness to the tabulated imperviousness. However, in no case shall the final coefficient be less than 0.50. For example: Consider commercial property on D soil group: Actual imperviousness = 50% Tabulated imperviousness = 80% Revised C = _0 x 0.85 = 0.53 80 APPENDIX IX Updated 4/93 r CJdifTY OF SAN DIEGO DEPARTMENT OF SANITATION G FLOOD CONTROL 451 301 i , 151 33' �1 451 Prept i PRECIPITARDNI 0-20I ISOPLUVIALS OF 100 -YEAR 6410LIR PRECIPITATION III EMUS OF AN NX11 25 4 /LAC : A \ 3Up\ oucu� r 57`15 35' Q SAN CE MENIE I 5 30 r (`5e U.S. DEPARTMEM f OF COMMERCE NATIONAL OCEANIC AND AT. Of PI16 RIC ADJIINISTRATION SPECIAL STUDIES BRANCH. DFFICQ OF II UROLOGY. NATIONAL WEATHER 2SRY10E .. 301 — I ,—�- D 1181 451 301 I v E SCOHUI �I Y 30 1 )EL AtARC�j 4-?° 151 L CA zDZa�o�535 J0 S 117. 1151 i 1� 0 J �0`1p35� \' uECCA '1 301 :3� J al 151 116° COUNTY OF DIEGO DEPARTMENT SAN SANITTATION 6. 100-YEAR EAR 2111'1,10111 PRECIPITATION FLOOD CONTROL ,- 20_./ISOPLUUTALS OF 100 -YEAR 24 -IIOUR 1151 PRECIPITATION INJENTIIS OF AN INCH -- t-- K"` �r�nY�-- `�Yl>- : \"� \ \•�!li— H— )rf-11 -e 301 SAN Cr ME NIE 151 330 1 1 S 451 1 — PI.,. a b, r U.S. DEPARTMEN I' OF COMMERCE NATIONAL OCI:A \IC AND Al': OSI'rIERIC ADMINISTRATION SPECIAL STUDIES DRANCII. OFFICE OP II' OI:OLOGY. NATIONAL WLATIIER SERVICL 301 H H i• 1111" 115' 1n' •may j I I v S� v� 135 \ 1 < 4c\ SAGE IU 1A l �- --� � la -- i c\U. It a j1 a0 s aU� x130 — —�— _100_. 70,,1 L ra .r "CUP. )A , • \ r' 5r' 0q54. SA !_36560 — JO, � •i a5'Gd 0 8070 , O f 1 S' 117' h!;1 101 151 IIG" 4FL Ur L 2. 0 0 CD CD t U L T 19 �a v c F., a a a v b M X y 10 INTENSITY- DURAT,v.. DESIGN CHART // ( / /"� 15 20 30 40 50 1 2 3 4 5 6 inirLc, u rn 0 c z v m v rt fu 6.0 C+ 5. 0 4.S 3,5 3.0 N Directions for Application: 1) From precipitation maps determine 6 hr. and 24 hr. amounts for the selected frequency. These maps are printed in the County Hydroloc Manual (10, 59 and 100 yr. maps included in i Design and Procedure Manual). 2) Adjust 6 hr. precipitation (if necessary) so that it is within the range of 45% to 65% of the 24 hr. precipitation. (Not applicable to Desert) 3) Plot 6 hr, precipitation on the right side of the chart. 4) Draw a line through the point parallel to the plotted lines. 5) This line is the intensity- duration curve for the location being analyzed. Application Form: 0) Selected Frequency la '9 yr. 1) P6 =2-7 1n., P24= 5, *P6 = �D %* 2) Adjusted *P6= '? P " in. 3) t = ✓0046 S min. 10 -16 4) I = -f-. j 33n /hr. *Not Applicable to Desert Region a 0 N W t U e r C J Gi c .6 I„ z N• .9 w �2 N x x ,1 INTENSITY *DUPAT.,„ DESIGN CHART 12 15 20 30 40 50 1 2 3 4 5 6 1,inon , u , 0 c , M n 'O 6.0 s.s 5.0 4.s 4.0 3,5 n 3.0 2. 1 .5 1.0 a 10 Directions for Application: 1) From precipitation maps determine 6 hr. and 24 hr. amounts for the selected frequency. These maps are printed in the County Hydrolo( Manual (10, 50 and 100 yr. maps included in i Design and Procedure Manual). 2) Adjust 6 hr. precipitation (if necessary) so that it is within the range of 45% to 65% of the 24 hr. precipitation. (Not applicable to Desert) 3) Plot 6 hr. precipitation on the ri01:t side of the chart. 4) Draw a line through the point parallel to the plotted lines. 5) This line is the intensity- duration curve for the location being analyzed. Application Form: D) Selected Frequency fb D yr. 1) P6 = -2 '4in.1 P24 1 , *P6 = 60 %* P 2) Adjusted *P6= in. 3) t min. 3) I in /hr. *Not Applicable to Desert Region �� I III I I I IIIII �hnl 6 ' Hr. Precipitation (In., ► . its I I ili :,III,II 11�i III III IIIII I � I I! III IIII I �I In I �P I I � • 91�I�1 `�1 use :� V� VII 1 €� �a� 51��1� 11111 fill II I I III � ,!! �I! I�l��I�l� 611�illli o�e9i do11.�. I�����.�i� —__ Ilillll��,lll!!! .... @a���IIlI��I ' ago = 1111a�IS���������IIIIIiI :::B� ... :: : "'1 :E 111 =liiio;I ., , , ,! it EI i iI II ..... IC1. E 1 9�i �I 1 i I � 1 , I II ELI ! I I II --- - E:M::::N - -- • :0i =��l;C` o ° � ��IIIfEII CC�I�BC�� .Sim ....,,,,I�o�lll 12 15 20 30 40 50 1 2 3 4 5 6 1,inon , u , 0 c , M n 'O 6.0 s.s 5.0 4.s 4.0 3,5 n 3.0 2. 1 .5 1.0 a 10 Directions for Application: 1) From precipitation maps determine 6 hr. and 24 hr. amounts for the selected frequency. These maps are printed in the County Hydrolo( Manual (10, 50 and 100 yr. maps included in i Design and Procedure Manual). 2) Adjust 6 hr. precipitation (if necessary) so that it is within the range of 45% to 65% of the 24 hr. precipitation. (Not applicable to Desert) 3) Plot 6 hr. precipitation on the ri01:t side of the chart. 4) Draw a line through the point parallel to the plotted lines. 5) This line is the intensity- duration curve for the location being analyzed. Application Form: D) Selected Frequency fb D yr. 1) P6 = -2 '4in.1 P24 1 , *P6 = 60 %* P 2) Adjusted *P6= in. 3) t min. 3) I in /hr. *Not Applicable to Desert Region o "D101 /.411 OAKCREST COMMUNITY PARK Worksheet for Circular Channel Project Description Project File m: \sdskproj \5993\sd.fm2 Worksheet STORM DRAIN LINE W CAPACITY Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Capacity Input Data Mannings Coefficient 0.011 Channel Slope 1.1300% Diameter 8.00 in Results Depth 8.0 in Discharge 1.52 cfs Flow Area 0.35 ft' Wetted Perimeter 2.09 ft Top Width 0.00 ft Critical Depth 0.58 ft Percent Full 100.00 Critical Slope 1.0417% Velocity 4.35 ft/s Velocity Head 0.29 ft Specific Energy FULL ft Froude Number FULL Maximum Discharge 1.63 cfs Full Flow Capacity 1.52 cfs Full Flow Slope 1.1300 % 12/22199 FlowMaster v5.13 07:48:15 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 OAKCREST COMMUNITY PARK Worksheet for Circular Channel Project Description 8.0 Project File m: \sdskproj \5993 \sd.fm2 Worksheet STORM DRAIN LINE'B' CAPACITY Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Capacity Input Data Mannings Coefficient 0.011 Channel Slope 1,5300% Diameter 8.00 in Results Depth 8.0 in Discharge 1.77 cfs Flow Area 0.35 ft' Wetted Perimeter 2.09 ft Top Width 0.00 ft Critical Depth 0.61 ft Percent Full 100.00 Critical Slope 1.3364% Velocity 5.06 ft/s Velocity Head 0.40 ft Specific Energy FULL ft Froude Number FULL Maximum Discharge 1.90 cfs Full Flow Capacity 1.77 cfs Full Flow Slope 1.5300% 12122/98 FlowMaster v5.13 07:49:15 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755.1666 Page 1 of 1 OAKCREST COMMUNITY PARK Worksheet for Circular Channel Project Description Project File m: \sdskproj \5993 \sd.fm2 Worksheet STORM DRAIN LINE'C' CAPACITY Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Capacity Input Data Mannings Coefficient 0.011 Channel Slope 1.0300% Diameter 12.00 in Results Depth 1.00 ft Discharge 4.27 cfs Flow Area 0.79 ft' Wetted Perimeter 3.14 ft Top Width 0.00 ft Critical Depth 0.87 ft Percent Full 100.00 Critical Slope 0.9395% Velocity 5.44 ft/s Velocity Head 0.46 ft Specific Energy FULL ft Froude Number FULL Maximum Discharge 4.60 cfs Full Flow Capacity 4.27 cfs Full Flow Slope 1.0300% 12/22198 FlowMaster v513 07.50.04 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 OAKCREST COMMUNITY PARK Worksheet for Circular Channel Project Description 1.50 Project File c: \haestad \fmw15993ueng.fm2 Worksheet D - 18" RCP @4.12% Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Capacity Input Data Mannings Coefficient 0.013 Channel Slope 4.1200% Diameter 18.00 in Results Depth 1.50 ft Discharge 21.32 cfs Flow Area 1.77 ft' Wetted Perimeter 4.71 ft Top Width 0.00 ft Critical Depth 1.47 ft Percent Full 100.00 Critical Slope 0.037166 ft/ft Velocity 12.06 ft/s Velocity Head 2.26 It Specific Energy FULL ft Froude Number FULL Maximum Discharge 22.93 cfs Full Flow Capacity 21.32 cfs Full Flow Slope 0.041200 ft/ft 11/23/99 FlowMaster v5.13 11 52 39 PM Haestad Methods. Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 OAKCREST COMMUNITY PARK Worksheet for Circular Channel Project Description 0.50 Project File c: \haestad \fmw15993ueng.fm2 Worksheet E - 6" PVC VERT. Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Capacity Input Data Mannings Coefficient 0.013 Channel Slope 30.0000% Diameter 6.00 in Results Depth 0.50 ft Discharge 3.07 cfs Flow Area 0.20 ft' Wetted Perimeter 1.57 ft Top Width 0.00 ft Critical Depth 0.50 ft Percent Full 100.00 Critical Slope 0.293429 fl/ft Velocity 15.65 fus Velocity Head 3.81 ft Specific Energy FULL ft Froude Number FULL Maximum Discharge 3.31 cfs Full Flow Capacity 3.07 cfs Full Flow Slope 0.300000 fUft 11/23/99 FlowMaster v5.13 11:53:15 PM Haeslad Methods. Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 OAKCREST COMMUNITY PARK Worksheet for Circular Channel Project Description 0.50 Project File c: \haestad \fmw \5993ueng fm2 Worksheet F- 6" PVC @19.92% Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Capacity Input Data Mannings Coefficient 0.011 Channel Slope 19.9200% Diameter 6.00 in Results Depth 0.50 ft Discharge 2.96 cfs Flow Area 0.20 ft2 Wetted Perimeter 1.57 ft Top Width 0.00 ft Critical Depth 0.50 ft Percent Full 100.00 Critical Slope 0.194505 ft/ft Velocity 15.07 fUs Velocity Head 3.53 ft Specific Energy FULL ft Froude Number FULL Maximum Discharge 3.18 cfs Full Flow Capacity 2.96 cfs Full Flow Slope 0.199200 ft/ft 11/23/99 FlowMaster v5 13 11 .5326 PM Haestad Methods. Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 OAKCREST COMMUNITY PARK Worksheet for Circular Channel Project Description 0.50 Project File c: \haestad \fmw \5993ueng.fm2 Worksheet G - 6 "PVC @ 3.03% Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Capacity Input Data Mannings Coefficient 0.011 Channel Slope 3.0300% Diameter 6.00 in Its Depth 0.50 ft Discharge 1.15 cfs Flaw Area 0.20 ft' Wetted Perimeter 1.57 ft Top Width 0.00 ft Critical Depth 0.48 ft Percent Full 100.00 Critical Slope 0.026592 ft/ft Velocity 5.88 fUs Velocity Head 0.54 ft Specific Energy FULL ft Froude Number FULL Maximum Discharge 1.24 cfs Full Flow Capacity 1.15 cfs Full Flow Slope 0.030300 ft/ft 11/23/99 FlowMaster v5.13 11:53.39 PM Haestad Methods. Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 OAKCREST COMMUNITY PARK Worksheet for Circular Channel Project Description Project File m: \sdskproj15993 \sd.fm2 Worksheet STORM DRAIN LINE'H' CAPACITY Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Capacity Input Data Mannings Coefficient 0.011 Channel Slope 2,0000% Diameter 6.00 in Results Depth 6.0 in Discharge 0.94 ofs Flow Area 0.20 ft' Wetted Perimeter 1.57 ft Top Width 0.00 ft Critical Depth 0.47 ft Percent Full 100.00 Critical Slope 0.017296 ft/ft Velocity 4.78 ft/s Velocity Head 0.35 ft Specific Energy FULL ft Froude Number FULL Maximum Discharge 1.01 cfs Full Flow Capacity 0.94 cfs Full Flow Slope 0.020000 ft/ft 12/22/98 FlowMaster v5.13 07:59.25 AM Haestad Methods. Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 OAKCREST COMMUNITY PARK Worksheet for Circular Channel Project Description 12.0 Project File m: \sdskproj \5993 \sd.fm2 Worksheet STORM DRAIN LINE T CAPACITY Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Capacity Input Data Mannings Coefficient 0.011 Channel Slope 2.0000% Diameter 12.00 in Results Depth 12.0 in Discharge 5.95 cfs Flow Area 0.79 ft' Wetted Perimeter 3.14 ft Top Width 0.00 ft Critical Depth 0.95 ft Percent Full 100.00 Critical Slope 0.017356 ft/ft Velocity 7.58 ft/s Velocity Head 0.89 ft Specific Energy FULL ft Froude Number FULL Maximum Discharge 6.41 cfs Full Flow Capacity 5.95 cfs Full Flow Slope 0.020000 ft /ft 12/22/98 FlowMaster v5.13 08.06:31 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 OAKCREST COMMUNITY PARK Worksheet for Circular Channel Project Description in Project File c: \haestad \fmw \5993ueng.fm2 Worksheet J - 6 "PVC @2.05% Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Capacity Input Data Mannings Coefficient 0.011 Channel Slope 2.0500% Diameter 6.00 in Results Depth Discharge Flow Area Wetted Perimeter Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Full Flow Capacity Full Flow Slooe 6.0 in 0.95 cfs 0.20 ft' 1.57 ft 0.00 ft 0.47 ft 100.00 0.017720 ft/ft 4.84 ft/s 0.36 ft FULL ft FULL 1.02 cfs 0.95 cfs 0.020500ft/ft 11/23/99 FlowMaster v5.13 11'53.51 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 OAKCREST COMMUNITY PARK Worksheet for Circular Channel Project Description Project File c: \haestad\fmw \5993ueng fm2 Worksheet K - 12 "PVC @2.49% Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Capacity Input Data Mannings Coefficient 0.013 Channel Slope 2,4900% Diameter 12.00 in Results Depth 1.00 ft Discharge 5.62 cfs Flow Area 0.79 ft' Wetted Perimeter 3.14 ft Top Width 0.00 ft Critical Depth 0.94 ft Percent Full 100.00 Critical Slope 0.021529 ft /ft Velocity 7.16 ft/s Velocity Head 0.80 ft Specific Energy FULL ft Froude Number FULL Maximum Discharge 6.05 cfs Full Flow Capacity 5.62 cfs Full Flow Slope 0.024900 ft/ft 11/23/99 FlowMaster v5.13 11 54 02 PM Haestad Methods. Inc. 37 Brookside Road Waterbury. CT 06708 (203) 755 -1666 Page 1 of 1 OAKCREST COMMUNITY PARK Worksheet for Circular Channel Project Description 0.67 Project File c: \haestad\fmw \5993ueng.fm2 Worksheet L - 8" PVC @10.98% Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Capacity Input Data Mannings Coefficient 0.011 Channel Slope 10.9800% Diameter 8.00 in Results Depth 0.67 ft Discharge 1.56 cfs Flow Area 0.35 ft' Wetted Perimeter 2.09 ft Top Width 0.00 ft Critical Depth 0.58 ft Percent Full 100.00 Critical Slope 0.010901 ft/ft Velocity 4.48 f/s Velocity Head 0.31 It Specific Energy FULL ft Froude Number FULL Maximum Discharge 1.68 cfs Full Flow Capacity 1.56 cfs Full Flow Slope 0.012000 fUft 11/23/99 FlowMaster v5.13 11:56:17 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 OAKCREST COMMUNITY PARK Worksheet for Circular Channel Project Description 0.67 Project File c:lhaestadlfmw\5993ueng.fm2 Worksheet M - 8 "PVC @3.85% Flow Element Circular Channel Method Manning's Formula Salve For Full Flow Capacity Input Data Mannings Coefficient 0.011 Channel Slope 1.0000% Diameter 8.00 in Results Depth 0.67 ft Discharge 1.43 cfs Flow Area 0.35 ft' Wetted Perimeter 2.09 ft Top Width 0.00 ft Critical Depth 0.56 ft Percent Full 100.00 Critical Slope 0.009559 fit/ft Velocity 4.09 fus Velocity Head 0.26 ft Specific Energy FULL ft Froude Number FULL Maximum Discharge 1.54 cfs Full Flow Capacity 1.43 cfs Full Flow Slope 0.010000 tuft 11/23/98 FlowMaster v5.13 11 56 :36 PM Haestad Methods, Inc. 37 Brookside Road Waterbury. CT 06708 (203) 755 -1666 Page 1 of 1 OAKCREST COMMUNITY PARK Worksheet for Circular Channel Project Description Project File c:lhaestadlfmw15993ueng.fm2 Worksheet N - 12 "PVC @1.89% Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Capacity Input Data Mannings Coefficient 0.011 Channel Slope 1.8900% Diameter 12.00 in Results Depth 1.00 ft Discharge 5.7883 cfs Flow Area 0.79 ft2 Wetted Perimeter 3.14 ft Top Width 0.00 ft Critical Depth 0.95 ft Percent Full 100.00 Critical Slope 0.016365 ft/ft Velocity 7.37 fus Velocity Head 0.84 ft Specific Energy FULL ft Froude Number FULL Maximum Discharge 6.23 cfs Full Flow Capacity 5.79 cfs Full Flow Slope 0.018900 fUft 11/23/99 FlowMaster v5.13 11:56.49 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 OAKCREST COMMUNITY PARK Worksheet for Circular Channel Project Description 1.00 Project File c, \haestad\fmw15993ueng.fm2 Worksheet O - 12 "PVC @4.81 % Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Capacity Input Data Mannings Coefficient 0.011 Channel Slope 4.8100% Diameter 12.00 in Results Depth 1.00 ft Discharge 9.23 cfs Flow Area 0.79 ft' Wetted Perimeter 3.14 ft Top Width 0.00 ft Critical Depth 0.99 ft Percent Full 100.00 Critical Slope 0.044592 ft/ft Velocity 1136 ft /s Velocity Head 2.15 ft Specific Energy FULL ft Froude Number FULL Maximum Discharge 9.93 cfs Full Flow Capacity 9.23 cfs Full Flow Slope 0.048100 ft/ft 11124199 FlowMaster X5.13 08:27'24 AM Haeslad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 OAKCREST COMMUNITY PARK Worksheet for Circular Channel Project Description Project File c: \haestad \fmw \5993ueng.fm2 Worksheet P - 12 "PVC @9.24% Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Capacity Input Data Mannings Coefficient 0.011 Channel Slope 9,2400% Diameter 12.00 in Results Depth 1.00 ft Discharge 12.80 cfs Flow Area 0.79 ft' Wetted Perimeter 3.14 ft Top Width 0.00 ft Critical Depth 1.00 ft Percent Full 100.00 Critical Slope 0.088742 ft/ft Velocity 16.30 ft /s Velocity Head 4.13 ft Specific Energy FULL ft Froude Number FULL Maximum Discharge 13.77 cfs Full Flow Capacity 12.80 cis Full Flow Slope 0 092400 ft/ft 11124/99 FlowMaster v5.13 08:28*40 AM Haestad Methods. Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page i of 1 OAKCREST COMMUNITY PARK Worksheet for Circular Channel Project Description Project File c: \haestad \fmw \5993ueng.fm2 Worksheet Q - 8 "PVC @1.0% Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Capacity Input Data Mannings Coefficient 0.011 Channel Slope 4.9300% Diameter 8.00 in Results Depth 0.67 ft Discharge 3.17 cfs Flow Area 0.35 ft' Wetted Perimeter 2.09 ft Top Width 0.00 ft Critical Depth 0.66 ft Percent Full 100.00 Critical Slope 0.045340 ft/ft Velocity 9.08 ft /s Velocity Head 1.28 ft Specific Energy FULL ft Froude Number FULL Maximum Discharge 3.41 cfs Full Flow Capacity 3.17 cfs Full Flow Slope 0.049300 ft/ft 1112499 FlowMaster v5.13 0939'.02 AM Haestad Methods. Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1888 Page 1 of 1 OAKCREST COMMUNITY PARK Worksheet for Circular Channel Project Description 0.67 Project File c: \haestad \fmw \5993ueng.fm2 Worksheet R - 8 "PVC @4.29% Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Capacity Input Data Mannings Coefficient 0.011 Channel Slope 4.2900% Diameter 8.00 in Results Depth 0.67 ft Discharge 2.96 cfs Flow Area 0.35 ft' Wetted Perimeter 2.09 ft Top Width 0.00 ft Critical Depth 0.66 ft Percent Full 100.00 Critical Slope 0.039031 ft /ft Velocity 8.47 ft/s Velocity Head 1.12 ft Specific Energy FULL ft Froude Number FULL Maximum Discharge 3.18 cfs Full Flow Capacity 2.96 cfs Full Flow Slope 0.042900 ft/ft 11/24199 FlowMaster v5.13 12:01.03 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1686 Page 1 of 1 OAKCREST COMMUNITY PARK Worksheet for Circular Channel Project Description 1.00 Project File c: \haestad \fmw \5993ueng fm2 Worksheet S - 12 "PVC @13.0% Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Capacity Input Data Mannings Coefficient 0.011 Channel Slope 13.0000% Diameter 12.00 in Results Depth 1.00 ft Discharge 8.72 cfs Flow Area 0.79 ft' Wetted Perimeter 3.14 ft Top Width 0.00 ft Critical Depth 0.99 ft Percent Full 100.00 Critical Slope 0.039443 ft/ft Velocity 11.10 ft/s Velocity Head 1.92 ft Specific Energy FULL It Froude Number FULL Maximum Discharge 9.38 cfs Full Flow Capacity 8.72 cfs Full Flow Slope 0.042900 ft /ft 11/24/99 Flowivaster v5.13 12:02'.21 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 OAKCREST COMMUNITY PARK Worksheet for Circular Channel Project Description Project File c:lhaestadlfmw15993ueng.fm2 Worksheet T - 8 "PVC @1.62% Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Capacity Input Data Mannings Coefficient 0.011 Channel Slope 1.6200% Diameter 8.00 in Results Depth 0.67 ft Discharge 1.82 cfs Flow Area 0.35 ft2 Wetted Perimeter 2.09 ft Top Width 0.00 ft Critical Depth 0.61 ft Percent Full 100.00 Critical Slope 0.014083 ft/ft Velocity 5.21 ft/s Velocity Head 0.42 ft Specific Energy FULL ft Froude Number FULL Maximum Discharge 1.96 cfs Full Flow Capacity 1.82 cfs Full Flow Slope 0.016200 f 1ft 11/24/99 FlowMaster v5.13 12'.03'.27 AM Haestad Methods. Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 OAKCREST COMMUNITY PARK Worksheet for Circular Channel Project Description Project File c: \haestad\fmw15993ueng.fm2 Worksheet U - 8 "PVC @2.2% Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Capacity Input Data Mannings Coefficient 0.011 Channel Slope 2.2000% Diameter 8.00 in Results Depth 0.67 it Discharge 2.12 cfs Flow Area 0.35 ft' Wetted Perimeter 2.09 ft Top Width 0.00 ft Critical Depth 0.63 ft Percent Full 100.00 Critical Slope 0.019060 ft/ft Velocity 6.07 ft/s Velocity Head 0.57 ft Specific Energy FULL ft Froude Number FULL Maximum Discharge 2.28 cfs Full Flow Capacity 2.12 cfs Full Flow Slope 0.022000 ft/ft 1124199 FlowMaster v5.13 12:0400 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1566 Page 1 of 1 OAKCREST COMMUNITY PARK Worksheet for Circular Channel Project Description 0.50 Project File c: \haestad \fmw \5993ueng.fm2 Worksheet V - 6 "PVC @8.95% Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Capacity Input Data Mannings Coefficient 0.011 Channel Slope 8.9500% Diameter 6.00 in Results Depth 0.50 ft Discharge 1.98 cfs Flow Area 0.20 ft' Wetted Perimeter 1.57 ft Top Width 0.00 ft Critical Depth 0.50 ft Percent Full 100.00 Critical Slope 0.084943 ft/ft Velocity 10.10 fus Velocity Head 1.59 ft Specific Energy FULL ft Froude Number FULL Maximum Discharge 2.13 cfs Full Flow Capacity 1.98 cfs Full Flow Slope 0.089500 ft /ft 11/24/99 FlowMasler v5.13 12:05.21 AM Haeslad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 OAKCREST COMMUNITY PARK Worksheet for Circular Channel Project Description 1.75 Project File c:\haestad\fmw \5993ueng.fm2 Worksheet W- 21 "PVC @21.41% Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Capacity Input Data Mannings Coefficient 0.011 Channel Slope 21.4100% Diameter 21.00 in Results Depth 1.75 ft Discharge 86.64 cfs Flow Area 2.41 ft' Wetted Perimeter 5.50 ft Top Width 0.00 ft Critical Depth 1.75 ft Percent Full 100.00 Critical Slope 0.210999 ft/ft Velocity 36.02 ftls Velocity Head 20.16 ft Specific Energy FULL ft Froude Number FULL Maximum Discharge 9120 cfs Full Flow Capacity 86.64 cfs Full Flow Slope 0.214100 ft/ft 11/24/99 FlowMaster v5.13 12:06:30 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 OAKCREST COMMUNITY PARK Worksheet for Circular Channel Project Description 0.50 Project File c: \haestad \fmw \5993ueng.fm2 Worksheet W1 - 6 "PVC @13.03% Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Capacity Input Data Mannings Coefficient 0.011 Channel Slope 13.0300% Diameter 600 in Results Depth 0.50 ft Discharge 2.39 cfs Flow Area 0.20 ft' Wetted Perimeter 1.57 ft Top Width 0.00 It Critical Depth 0.50 ft Percent Full 100.00 Critical Slope 0.125683 fttft Velocity 12.19 ftfs Velocity Head 2.31 ft Specific Energy FULL ft Froude Number FULL Maximum Discharge 2.57 cfs Full Flow Capacity 2.39 cfs Full Flow Slope 0.130300 ft/ft 11124199 FlowMaster v5.13 09:53:06 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 CURB INLET CAPACITIES FOR SDRSD C -1 THROUGH C -3 BY LENGTH OF OPENING IN SAG AND GRADE CONDITIONS: In sag: LENGTH OF OPEN (ft.) Qcap (cfs) 4 8.67 5 10.33 6 12.00 7 13.67 8 15.33 9 17.00 10 18.67 On grade: LENGTH OF OPENING (ft.) Qcap(cfs) 4 3.7464 5 4.183 6 4.6196 7 5.0562 8 5.4928 9 5.9294 10 6.366 11 6.8026 12 7.2392 13 7.6758 14 8.1124 DRAIN INLET CAPACITY Assuming 50% clogging, 6" maximum ponding on grate: Effective perimeter (Pelf) = Total perimeter (P) 2 from curve (a): Discharge per foot of perimeter (Qcap / Peff) = 1.0 Qcap = Peff X 1 INLET SIZE TOTAL PERIMETER EFFECTIVE PERIMETER Q/Peff Qcap(cfs) 9" X 9" 3.00' 1.50' 1.00 1.50 12" X 12" 4.00' 2.00' 1.00 2.00 18" X 18" 6.00' 3.00' 1.00 3.00 24" X 24" 8.00' 4.00' 1.00 4.00 36" X 36" 12.00' 6.00' 1.00 6.00 TYPE T C.B. 10.00' 5.00' 1.00 5.00 OAKCREST COMMUNITY PARK Worksheet for Irregular Channel Project Description 0.5000% Project File m:\sdskproj159931sd.fm2 Worksheet TYPE'F' CATCH BASIN CAPACITY Flow Element Irregular Channel Method Manning's Formula Solve For Discharge Channel Slope 0.5000% Water Surface Elevation 9.0 in Elevation range: 0.000 ft to 0.750 ft. Station (ft) Elevation (in) Start Station 0.00 9.0 0.00 0.00 2.5 1.50 0.0 3.00 2.5 3.00 9.0 Results Wtd. Mannings Coefficient 0.013 Discharge 9.48 cfs Flow Area 1.94 ft' Wetted Perimeter 4.11 ft Top Width 3.00 ft Height 0.75 ft Critical Depth 0.78 ft Critical Slope 0.4357% Velocity 4.89 ftfs Velocity Head 0.37 ft Specific Energy 1.12 ft Froude Number 1.07 Flow is supercritical. End Station Roughness 3.00 0.013 12/22/98 FlowMaster v5.13 J3 24 14 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1866 Page 1 of 1 TYPE'F' CATCH BASIN OPENING Cross Section for Irregular Channel Project Description 0.013 Project File m.\sdskproj \5993\sd.fm2 Worksheet TYPE T' CATCH BASIN CAPACITY Flow Element Irregular Channel Method Manning's Formula Solve For Discharge Section Data Wtd. Mannings Coefficient 0.013 Channel Slope 0.1000% Water Surface Elevation 9.0 in Discharge 4.24 cfs I c 0 m W 9. 8.0 7.0 6.0 5.0 4.0 3.0 2.0 1.0 0.0 0.0 0.5 1.0 1.5 2.0 2.5 3.0 Station (ft) 1222198 Flow Master v5.13 03:21:54 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1668 Page 1 of 1 V -DITCH Worksheet for Irregular Channel Project Description 0.035 Project File e: \haestad\fmw15993ueng.fm2 Worksheet ROAD DITCH VERF.2 Flow Element Irregular Channel Method Manning's Formula Solve For Discharge Input Data 0.035 Channel Slope Discharge Water Surface Elevation Elevation range: 0.00 ft to 0.33 ft. Station (ft) Elevation (ft) 0.00 0.33 2.00 0.00 5.50 0.19 Results 5.4000% 0.19 ft Start Station End Station Roughness 0.00 5.50 0.035 Md. Mannings Coefficient 0.035 Discharge 0.90 cfs Flow Area 0.44 ft' Wetted Perimeter 4.67 ft Top Width 4.65 ft Height 0.19 ft Critical Depth 0.20 ft Critical Slope 0.038244 ft/ft Velocity 2.05 ft/s Velocity Head 0.07 ft Specific Energy 0.26 ft Froude Number 1.17 Flow is supercritical. 03/29/00 FlowMaster v5.13 0537.46 PM Haestad Methods, Inc. 37 Brookside Road Waterbury. CT 06708 (203) 755 -1666 Page 1 of 1 V -DITCH Cross Section for Irregular Channel Project Description 0.035 Project File e:lhaestadlfmw15993ueng.fm2 Worksheet ROAD DITCH VERF.2 Flow Element Irregular Channel Method Manning's Formula Solve For Discharge Section Data Wid. Mannings Coefficient 0.035 Channel Slope 5.4000% Water Surface Elevation 0.19 ft Discharge 0.90 cfs 0.35 0.3 0.25 x 0.2 c 0 W 0.75 0.1 0.05 0.0 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 Station (ft) 03/29/00 FlowMaster v5.13 05'.37.53 PM Haestad Methods, Inc. 37 Brookside Road Waterbury. CT 06708 (203) 755 -1666 Page 1 of 1 C:7' \ \ \\ M 0 « « r- 0 Fri \� CO �� m X w z 0 z 0 z C:7' \ \ \\ \\\ « « \ \\ Fri BOULEVARD I I — I a / I I I I I t, 1 c� s i _.. — I I ly OAKCREST_ PARK DRIVE rT I w w C f l lq5 I A _. — VET ° n c n I y �n — fly 1 i c, /Y tir < 1996, REPORT OF GEOTECHNICAL INVESTIGATION PROPOSED OAKCREST PARK COMMUNITY CENTER OAKCREST PARK DRIVE AND BALOUR DRIVE ENCINITAS, CALIFORNIA PREPARED FOR: CITY OF ENCINITAS c/o M. W. STEELE GROUP, INC. 7881 DRURY LANE F�061- a LA JOLLA, CALIFORNIA 92037 � S PREPARED BY: SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET SAN DIEGO, CALIFORNIA 92120 Providing Professional Engineering Services Since 1959 SC. SOUTHERN CALIFORNIA A SOIL & TESTING, INC. 6280 Riverdale Street, San Diego, CA 92120 P0. Box 600627, San Diego, CA 92160 -0627 619- 280 -4321, FAX 619- 280 -4717 March 12, 1998 City of Encinitas c/o M. W. Steele Group, Inc. 7881 Drury Lane La Jolla, California 92037 SCS &T 9711308.1 SUBJECT: Report of Geotechnical Investigation, Proposed Oakcrest Park Community Center, Oakcrest Park Drive and Balour Drive, Encinitas, California. Gentlemen: In accordance with your request we have completed a geotechnical investigation for the subject project. The findings and recommendations of our study are presented herewith. In general, the findings of this study indicate that the site is suitable for the proposed community center project. The main geotechnical conditions affecting the proposed construction consist of shallow loose surficial soils, relatively deep fill deposits, and cemented formational soils. These conditions will require special site preparation consideration. If you have any questions after reviewing the findings and recommendations contained in the anached report, please do not hesitate to contact this office. This opportunity to be of professional service is sincerely appreciated. Respectfully submitted, SOUTHERN CALIFORNIA SOIL & TESTING, INC. Darnel B. Adler, R- -E. #36037 Curtis R. Burdett C.E.G #1090 DBA:CRB:mw cc: (6) Submitted ESSfON NO.36037 Cr EXP. 6 -3000 {Y R. f^ it t No. 1090 ' �x v,,' CERTIFIED i} ENGINEERING N GEOLOGIST Q Fr„ 1n.oa OFCAUt �F CP TABLE OF CONTENTS PAGE Introduction and Project Description ........... ........... ... ..... Project Scope .................... .................. ..... .... Findings..................... I .................................... 3 Site Description ..................... ............................... 3 General Geology and Subsurface Conditions ... ............................... 3 Geologic Setting and Soil Description ..... ............................... 3 Terrace Deposits ............................................... 3 Topsoils..... ... ...................... ................. 3 Artificial Fill .................. ............................... 4 Tectonic Setting ...... ............... ..... . ................... 4 Geologic Hazards ............ . ............... ................... 4 General........ ............................................. 4 Groundshaking .............. . .. .. .. . . ............ . 4 Landslide Potential and Slope Stability .............. 5 Liquefaction....... ............................. .............. 6 Flooding............................... ...........i. • • 6 Tsunamis....................................... .............. 6 Seiches...................... .................. .............. 6 Groundwater..................................... ............ * ... 6 Conclusions .......................................... .............. 6 General........................................... .......... . . 6 Surficial Soils ................................................. 6 Existing Fill .................................................. 7 Cemented Soils .................. ..............................7 Recommendations ................................................... 7 Grading and Earthwork ............................................... 7 Observation of Grading ............................................. 7 Clearing and Grubbing ............................................. 8 Site Preparation .................................................. 8 WetSoil . . - - - .............................................. 8 Undercut........................ ..............................8 Select Grading ..................... ..............................8 Excavation Characteristics ........................................... 8 Processing of Fill Areas ............................................. 8 Compaction and Method of Filling ...................................... 9 Fill Slope Construction ............................................. 9 Cut Slope Construction ....... .. .. .. ......................... 9 Surface Drainage ................................................ 10 Grading Plan Review .............................................. 10 Slope Stability .................................................... 10 Foundations ...................................................... 10 General...................................................... 10 Reinforcement .................................................. 11 Settlement Characteristics .......................................... I I Expansive Characteristics ........................................... 11 Foundation Excavation Observation ......................... - - - - - , I I On-Grade Slabs .................................................. 11 On-Grade Floor Slab .............................................. 11 Moisture Protection for Interior Slabs ................................... 12 Earth Retaining Walls .... .. ....................................... 12 Passive Pressure ................................................. 12 Active Pressure ................................................. 12 TABLE OF CONTENTS (continued) PAGE Waterproofing and Subdrain Observation .. ............................... 12 Backfill....................... ............................... 13 Factor of Safety .................. ............................... 13 Preliminary Pavement Recommendations .... ............................... 13 Limitations .......................... ............................... 14 Review, Observation and Testing ......... ............................... 14 Uniformity of Conditions .............. ............................... 14 Change in Scope .................... ............................... 14 Time Limitations .................... ............................... 15 Professional Standard ................. ............................... 15 Client's Responsibility ................ ............................... 15 Field Explorations ..................... ............................... 15 Laboratory Testing ..................... ............................... 16 ATTACHMENTS TABLE Table I Maximum Bedrock Accelerations, Page 5 FIGURE Figure 1 Site Vicinity Map, Follows Page I PLATES Plate I Site Plan Plate 2 Unified Soils Classification Chart and Legend Plates 3 -12 Boring and Trench Logs Plate 13 Grain Size Distribution Plate 14 Maximum Density and Optimum Moisture Content Expansion Index Test Results Plate 15 Direct Shear Summary Plate 16 Single Point Consolidation Plate 17 Subdrain Detail Plate 18 Slope Stability Plate 19 Retaining Wall Subdrain Detail APPENDICES Appendix A References Appendix B Recommended Grading Specifications - General Provisions ♦S� /, SOUTHERN CALIFORNIA T, SOIL & TESTING, INC. 6280 Riverdale Street, San Diego, CA 92120 P.O. Box 600627, San Diego, CA 92160 -0627 619- 280 -0321, FAX 619- 280 -4717 GEOTECHNICAL INVESTIGATION OAKCREST PARK COMMUNITY CENTER OAKCREST PARK DRIVE AND BALOUR DRIVE ENCINITAS CALIFORNIA INTRODUCTION AND PROJECT DESCRIPTION This report presents the results of our geotechnical investigation for a proposed community center complex, to be constructed at the northeastern intersection of Oakcrest Park Drive and Balour Drive, in the City of Encinitas, California. The site location is shown on the vicinity map provided as Figure I on the following page. It is our understanding that the proposed project will consist of the construction of a community center complex consisting of four structures, connected by roofed corridors, walkways, associated paved driveways and parking areas. The structures will include a gymnasium, a community hall, and miscellaneous meeting and activity rooms. The structures will be of wood -frame and /or steel -frame construction. Shallow foundations as well as concrete, on -grade floor systems are anticipated. Grading will consist of cuts and fills less than about 16 feet and six feet from existing grade, respectively. Proposed cut slopes will range in height to a maximum of about 25 feet, and will be constructed at a 2:1 (horizontal to vertical) inclination. To assist in this investigation, we were provided with architectural drawings prepared by M. W. Steele Group, Inc., dated November 25. 1997. The site configuration, original and existing topography and locations of our subsurface exploration are shown on Plate Number I of this report. PROJECT SCOPE This investigation consisted of: surface reconnaissance, subsurface explorations, obtaining representative disturbed and undisturbed samples, laboratory testing, analysis of the field and laboratory data, research of available geologic literature pertaining to the site, and preparation of this report, More specifically, the intent of this analysis was to: <4SOUTHERN CALIFORNIA > SOIL A TESTING,INC. THOMAS BROTHERS GRID 11471E7 PROPOSED COMMUNITY CENTER Y: DBAISD DATE: 03 -19 -98 08 HUMBER: 9711308 FIGURE NO.1 SCS &T 9711308.1 March 13, 1998 Page No. 2 a) Explore the subsurface conditions to the depths influenced by the proposed construction. b) Evaluate, by laboratory tests, the pertinent engineering properties of the various strata which will influence or will be influenced by the development, including their bearing capacities, expansive characteristics and settlement potential. c) Describe the general geology at the site including possible geologic hazards which could have an effect on the site development. d) Develop soil engineering criteria for site grading and provide design information regarfling the stability of cut slopes. e) Address potential construction difficulties and provide recommendations concerning these problems. 0 Provide design criteria for unrestrained and restrained earth retaining walls. g) Provide preliminary pavement recommendations h) Recommend an appropriate foundation system for the type of structures anticipated and develop soil engineering design criteria for the recommended foundation design. It is not within the scope of our services to perform laboratory tests to evaluate the chemical characteristics of the on -site soils in regard to their potentially corrosive impact to on -grade concrete and below grade improvements. If desired, we can obtain samples of representative soils and submit them to a chemical analysis laboratory for analysis. We suggest that such samples be obtained after mass site grading is complete and the soils that can affect concrete and other improvements are in place. Further, it should be understood that Southern California Soil and Testing, Inc. does not practice corrosion engineering. If such an analysis is necessary, we recommend that the developer retain an engineering firm that specializes in this field to consult with them on this matter. SCS &T 9711308.1 March 13, 1998 Page No. 3 FINDINGS SITE DESCRIPTION The subject site consists of a portion of the Oakcrest Community Park located southeast of the intersection of Encinitas Boulevard and Balour Drive in the City of Encinitas. The portion of the park that is the subject of this report includes some of the area both north and south of Oakcrest Park Drive. Portions of the site have been graded and improved with parking, lawn areas, tables, benches, and playground equipment. The past site grading has resulted in some cuts on the eastern portion of the site and the placement of up to approximately 15 feet of fill on the western portion. The approximate locations of the original site topographic contours are shown on the attached Plate Number 1. Vegetation consists of a the aforementioned lawn grasses, chaparral, and succulents. GENERAL GEOLOGY AND SUBSURFACE CONDITIONS GEOLOGIC SETTING AND SOILS DESCRIPTION: The site is located in the Coastal Plains Physiographic Province of San Diego County. The project area of the property is underlain by Tertiary- age and Quatemary-age sedimentary deposits, associated surficial soils, and artificial fill. The following presents a description of each of the soil units encountered on the site. TERRACE DEPOSITS: The oldest materials encountered at the site are the sandstone identified as Quaternary-age terrace deposits. This materials consists of reddish - brown, moist, medium dense to very dense slightly silty sand A thin layer of light brown and grey, wet, medium dense, very clayey sand/sandy clay as encountered in Test Pits Number 6 and 7 underlying the surficial soils. This layer is less than half a foot thick. Some of these deposits are moderately to highly cemented. Underlying the terrace deposits, at an undetermined depth, are the sandstones of the Eocene -age Torrey Sandstone Formation. TOPSOILS: Natural topsoil remain on portions of the project area. The topsoil encountered range from approximately one to two feet in thickness and consists of dark brown, moist to wet, loose, silty sands and clayey silty sands. The topsoil has been removed from much of the site by the prior grading operations. SCS &T 9711308.1 March 13, 1998 Page No. 4 ARTIFICIAL FILL: The western portion of the site is underlain by up to about 15 feet of artificial fill consisting of brown to reddish - brown, moist, loose to medium dense, silty sand. TECTONIC SETTING No major faults are known to traverse the subject site but it should be noted that much of Southern California, including the San Diego County area is characterized by a series of Quaternary -age fault zones which typically consist of several individual, en echelon faults that generally strike in a northerly to north - westerly direction. Some of these fault zones (and the individual faults within the zones) are Classified as active while others are classified as gnly potentially active, according to the criteria of the California Division of Mines and Geology. Active fault zones are those which have shown conclusive i;vidence of faulting during the Holocene Epoch (the most recent 11,000 years) while potentially active fault zones have demonstrated movement during the Pleistocene Epoch (11,000 to 2 million years before the present) but no movement during Holocene time. A review of available geologic maps indicates that the active Rose Canyon Fault Zone is located approximately 6 miles west of the subject site. Other active fault zones in the region that could possibly affect the site include the Coronado Bank and San Clemente Fault Zones to the west, the Elsinore and San Jacinto Fault Zones to the northeast, and the Agua Blanca and San Miguel Fault Zones to the south. GEOLOGIC HAZARDS GENERAL: No geologic hazards of sufficient magnitude to preclude development of the site as we presently contemplate it are known to exist. In our professional opinion and to the best of our knowledge, the site is suitable for the proposed development. GROUND SHAKING: A likely geologic hazard to affect the site is ground shaking as result of movement along one of the major active fault zones mentioned above. The maximum bedrock accelerations that would be attributed to a maximum probable earthquake occurring along the nearest fault segments of selected fault zones that could affect the site are summarized in the following Table I. SCS &T 9711308.1 March 13, 1998 Page No. 5 TABLE Fault Zone Distance Maximum Probable Earthquake Maximum Bedrock Acceleration Rose Canyon 6 miles 6.5 magnitude 0.30 g Coronado Bank 20 miles 7.0 magnitude 0.15 g Elsinore 25 miles 7.3 magnitude 0.16 g San Diego Trough 30 miles 7.3 magnitude 0.12 g San Jacinto 50 miles 7.8 magnitude 0.11 g Probable ground shaking levels at the site could range from slight to moderate, depending on such factors as the magnitude of the seismic event and the distance to the epicenter. It is likely the site will experience the effects of at least one moderate to large earthquake during the life of the proposed structure. Generally two-thirds the peak bedrock accelerations is considered when designing for seismic conditions. CDMG Open File Report 92 -1, Peak Acceleration from Maximum Credible Earthquakes in California (Rock and Stiff Soil Sites) shows a value of 0.5 g for the project area (Mualchin and Jones, 1992). LANDSLIDE POTENTIAL AND SLOPE STABILITY: As part of this investigation we reviewed the publication, "Landslide Hazards in the Northern Part of the San Diego Metropolitan Area" by Tan, 1995. This reference is a comprehensive study that classifies San Diego County into areas of relative landslide susceptibility. The western portion of the subject site is located in classification 2 and the eastern portion is in classification 3 -1. Area 2 refers to areas that are considered only "marginally susceptible" to slope movement. This area includes gentle to moderate slopes, where slope angles are generally less than 15 degrees. The 3 -1 classification is assigned to areas considered "generally susceptible" to slope movement. Slopes within the 3 -1 classification are considered at or near their stability limits due to steep slopes and can be expected to fail locally when adversely modified. Sites within this classification are located outside the boundaries of known landslides but contain observably unstable slopes that may be underlain by weak materials and /or adverse geologic structure. A review of the available aerial photographs did not reveal the presence of topographic features that appeared to possibly be deep - seated landslides or shallow, surficial slope failures. Proper landscaping and slope maintenance techniques should mitigate the potential for future slope instability problems. SCS &T 9711308.1 March 13, 1998 Page No. 6 LIQUEFACTION: The materials at the site are not subject to liquefaction due to such factors as soil density, grain -size distribution, and groundwater conditions. FLOODING: Flooding is not expected to present a hazard to the proposed development. The site is located outside the boundary of both the 100 -year and the 500 -year flood plains. TSUNAMIS: Tsunamis are great sea waves produced by submarine earthquakes or volcanic eruptions. Due to the site's elevation and location, it is not likely to experience a tsunami. SEICHES: Seiches are periodic oscillations in large bodies of water such as lakes, harbors, bays or reservoirs. It is not likely the site will be affected by seiche activity. GROUNDWATER: No groundwater was encountered in our subsurface explorations. It should be recognized, however, that minor groundwater seepage problems might occur after development of a site even where none were present before development. These are usually minor phenomena and are often the result of an alteration in drainage patterns and /or an increase in irrigation water. Based on the permeability characteristics of the soil and the anticipated usage and development, it is our opinion that any seepage problems which may occur will be minor in extent. It is further our opinion that these problems can be most effectively corrected on an individual basis if and when they occur. CONCLUSIONS GENERAL In general, no geotechnical conditions were encountered which would preclude the construction of the proposed community center complex provided the recommendations contained in this report are followed. The main geotechnical conditions affecting the proposed development are the presence of shallow compressible surficial soils, relatively deep fill deposits, and cemented formational soils. In addition, a relatively minor amount of expansive soil was encountered. These conditions are discussed herein. SURFICIAL SOILS: Compressible topsoil cover most of the area of die site to receive the proposed structures, and about two - thirds of the proposed southern parking lot. This surficial soil ranges in depth from about 0.5 foot to two feet below existing grade. This material is considered unsuitable, SCS &T 9711308.1 March 13, 1998 Page No. 7 in its present condition, for the support of settlement- sensitive improvements and will require removal and replacement as compacted fill. EXISTING FILL: Existing fill primarily underlies proposed parking areas, and a relatively small portion of the area to receive the proposed structures (see Plate Number l). It is anticipated that the maximum fill depth is about 15 feet. However, isolated areas of deeper fill may exist. The fill was found to range from loose to medium dense. Therefore, it is our opinion that existing fills underlying proposed settlement- sensitive improvements (including parking areas) will have to be removed and replaced as compacted fill. CEMENTED SOILS: The formational soils underlying the fill and surficial soils was found to be in a very dense and cemented condition. In areas not previously graded, the cemented soils exist at depths as shallow as one foot. This condition affects the proposed project in the following ways: difficult excavation and trenching conditions, differential settlement potential of fill versus cemented soils, drainage problems due to the low permeability of the cemented soil, and landscape problems. In order to mitigate these conditions it is recommended that existing formational soils be partially undercut and replaced as compacted fill. Moderately expansive formational soils were encountered in Test Pits Number 6 and 7 at about three feet and 1.5 feet, from existing grade, respectively. It is anticipated that this condition is relatively minor and should not significantly affect the proposed development. RECOMMENDATIONS GRADING AND EARTHWORK OBSERVATION OF GRADING: Continuous observation by the Geotechnical Consultant is essential during the mass grading operation to confirm conditions anticipated by our investigation to allow adjustments in design criteria to reflect actual field conditions exposed, and to determine that the grading proceeds in general accordance with the recommendations contained herein. This is particularly important in evaluating the presence of unforeseen adverse conditions that may require changes in the recommended buttressing and the extent of the removal of unsuitable soils. SCS &T 9711308.1 March 13, 1998 Page No. 8 CLEARING AND GRUBBING: Site grading should begin with the demolition of the existing improvements and the removal of the resulting debris as well as all vegetation and other deleterious materials from the site that will be graded and /or will receive improvements. The resulting materials should be disposed of off-site- SITE PREPARATION: After clearing and grubbing, site preparation should begin with the total removal of the existing topsoils and fill deposits in areas to receive fill or improvements, and their stockpiling for later use as fill material. It is anticipated that the maximum topsoil and fill depth is about two feet and 15 feet respectively; however, isolated deeper areas may exist. WET SOIL: It is anticipated that the topsoils and some of the fill soils will be in a wet to saturated condition. This material will require aeration or mixing with drier soil prior to replacement as compacted iM UNDERCUT: It is recommended that cemented formational soils within four feet from finish grade be undercut. The bottom of the excavation should be sloped towards the fill portion of the site. The minimum horizontal limit of this operation is five feet beyond the perimeter of the improvements. In addition, it is recommended that the outer ten foot section of the undercut be sloped toward the edge of the undercut at a minimum 5 percent inclination. A subdrain is recommended at the edge of the undercut (see Plate Number 17). The actual subdrain location will be determined during grading operations. SELECT GRADING: It is recommended that expansive soils not be allowed within four feet and two feet from finish pad grade in proposed building and parking lot areas, respectively. EXCAVATION CHARACTERISTICS: The formational soils encountered in our subsurface explorations were found to be in a very dense and cemented condition. These deposits may require heavy ripping. Blasting is not anticipated; however, past experience indicates that concretions requiring special handling may be encountered, and blasting should not be discounted. PROCESSING OF FILL AREAS: Prior to placing any excavated soils and /or filling over competent ground, the exposed soils should be scarified to a depth of six inches, watered thoroughly, and compacted to at least 90 percent relative compaction. It should be noted that scarifying cemented soils may be difficult and time consuming. Care should be exercised to avoid the creation of a fractured zone instead of a scarified transition layer. SCS &T 9711308.1 March 13, 1998 Page No. 9 COMPACTION AND METHOD OF FILLING: All structural fill placed at the site should be compacted to a relative compaction of at least 90 percent of maximum dry density as determined by ASTM Laboratory Test D- 1557 -91, Method A or C. Fills should be placed at or slightly above optimum moisture content, in lifts six to eight inches thick, with each lift compacted by mechanical means. Fills should consist of approved earth material, free of trash or debris, roots, vegetation, or other materials determined to be unsuitable by our soil technicians or project geologist. Fill material should be free of rocks or lumps of soil in excess of six inches in maximum dimension. Fills should be benched into all temporary slopes and into competent natural soils when the natural slope is steeper than an inclination of 5:1 (horizontal to vertical). Keys should be constructed at the toe of all fill slopes. The keys should extend at least one foot into firm natural ground and should be slopes back at least two percent into the slope area. Slope keys should have a minimum width of 15 feet. Utility trench backfill within five feet of the proposed structures and beneath pavements should be compacted to a minimum of 90 percent of its maximum dry density. The upper twelve inches of subgrade beneath paved areas should be compacted to 95 percent of its maximum dry density. This compaction should be obtained by the paving contractor just prior to placing the aggregate base material and should not be part of the mass grading requirements. All grading and fill placement should be performed in accordance with the City of San Diego Grading Ordinance, the Uniform Building Code, and the attached Recommended Grading Specifications and Special Provisions attached hereto as Appendix B. FILL SLOPE CONSTRUCTION: Fill slopes may be constructed at an inclination of 2:1 or flatter (horizontal to vertical). Compaction of slopes should be performed by back - rolling with a sheepsfoot compactor at vertical intervals of four feet or less as the fill is being placed, and track - walking the face of the slope when the slope is completed. As an alternative, the fill slopes may be overfilled by at least three feet and cut back to the compacted core at the design line and grade. Keys should be made at the toe of fill slopes in accordance with the recommendations presented above under "Compaction and Method Filling." CUT SLOPE CONSTRUCTION: It is recommended that all cut slopes be observed by the Engineering Geologist as they are being cut in order to ascertain that no unforeseen adverse conditions requiring special consideration are encountered. SCS &T 9711308.1 March 13, 1998 Page No. 10 SURFACE DRAINAGE: Surface runoff into downslope natural areas and graded areas should be minimized. Where possible, drainage should be directed to suitable disposal areas via non - erodible devices such as paved swales, gunited brow ditches, and storm drains. Pad drainage should be designed to collect and direct surface water away from proposed structures and the top of slopes and toward approved draining facilities. For earth areas, a minimum gradient of one percent should be maintained. The ground around structures should be graded so that surface water flows rapidly away from the structures without ponding. In general, we recommend that the adjacent ground slope away at a gradient of at least two percent. Densely vegetated areas where runoff can be impaired should have a minimum gradient of at least five percent within the first five feet from the structure. Property owners should be advised that drainage patterns approved at the time of fine grading should be maintained throughout the lift of the proposed structures. They should also be advised to limit site irrigation to the minimum necessary to sustain landscape growth. Should excessive irrigation, impaired drainage, or unusually high rainfall occur, saturated zones of perched groundwater conditions may occur. It is recommended that rain gutters and downspouts be installed on all homes to help control roof runoff. The gutter downspouts should be discharged away from the structures and closed drain systems. GRADING PLAN REVIEW: The final grading plans should be submitted to this office for review to ascertain the recommendations provided in this report have been implemented and the assumptions utilized in preparing this report are still applicable. SLOPE STABILITY It is anticipated that proposed cut and fill slopes will not exceed 25 feet and 15 feet in height, respectively. It is our opinion that cut and fill slopes constructed at a 2:1 (horizontal to vertical) inclination will possess an adequate factor of safety to the anticipated heights (see Plate Number 18). FOUNDATIONS GENERAL: Shallow foundations may be utilized for the support of the proposed improvements. Conventional shallow foundations should have a minimum depth of 12 inches below lowest adjacent finish pad grade. However, minimum footing depth for the proposed gymnasium and community hall should be increased to 18 inches. A minimum width of 12 inches and 24 inches is recommended for continuous SCS &T 9711308.1 March 13, 1998 Page No. 11 and isolated footings, respectively. A bearing capacity of 3000 psf may be assumed for said footings. This bearing capacity may be increased by one -third when considering wind and /or seismic forces. Footings located within or adjacent to slopes should be extended to a depth such that a minimum horizontal distance of seven feet exist between the top of the footing and the face of the slope. For retaining wall footings, a ten foot setback from the face -of -slope is recommended. REINFORCEMENT: Footing reinforcement should be specified by the project structural engineer. However, as a minimum we recommend that both exterior and interior continuous footings be reinforced with at least one No. 5 bar positioned near the bottom of the footing and one No. 5 bar positioned near the top of the footing. This reinforcement is based on soil characteristics and is not intended to be in lieu of reinforcement necessary to satisfy structural considerations. SETTLEMENT CHARACTERISTICS: The anticipated total and /or differential settlements for the proposed improvements will be within tolerable limits provided the recommendations presented in this report are followed. It should be recognized that minor cracks normally occur in concrete slabs and foundations due to shrinkage during curing or redistribution of stresses and some cracks may be anticipated. Such cracks are not necessarily an indication of excessive vertical movements. EXPANSIVE CHARACTERISTICS: In general, the anticipated foundation soils were found to be nondetrimentally expansive. Minor expansive soils encountered will not be allowed within four feet from finish pad grade. The recommendations presented in this report reflect a nondetrimentally expansive condition. FOUNDATION EXCAVATION OBSERVATION: All foundation excavations should be observed by the Geotechnical Consultant or his representative prior to reinforcing steel to determine if the foundation recommendations presented herein are complied with. All footing excavations should be excavated neat, level and square. All loose or unsuitable material should be removed prior to the placement of concrete, ON -GRADE SLABS ON -GRADE FLOOR SLAB: The thickness, reinforcing and compressive strength of the slabs should be specified by the structural engineer. However, as a minimum we recommended that the interior concrete on -grade floor slabs should have a minimum, actual thickness of four inches. The slabs should be reinforced with at least No. 3 reinforcing bars placed at least 18 inches on center each way. Slab SCS &T 9711308.1 March 13, 1998 Page No. 12 reinforcement should extend at least six inches into perimeter footings, and be placed near the middle of the slab. MOISTURE PROTECTION FOR INTERIOR SLABS: Interior concrete on -grade slabs and slabs that will support moisture sensitive floor covering should be underlain by a moisture barrier. We recommend that the minimum configuration of the subslab moisture barrier consists of a four - inch -thick blanket of coarse clean sand. The moisture barrier material should have 100 percent material passing the half -inch sieve and less that ten percent and five percent passing the No. 100 and No. 200 sieve, respectively. A visqueen vapor barrier should be placed over the four- inch -thick moisture protection blanket. A two -inch- thick layer of sand should be placed over the visqueen to allow for proper concrete curing. EARTH RETAINING WALLS PASSIVE PRESSURE: The passive pressure for the prevailing soil conditions may be considered to be 350 pounds per square foot per foot of depth up to a maximum of 1500 psf. This pressure may be increased one -third for seismic loading. The coefficient of friction for concrete to soil may be assumed to be 0.35 for the resistance to lateral movement. When combining frictional and passive resistance, the friction should be reduced by one - third. The upper 12 inches of exterior retaining wall footings should not be included in passive pressure calculations where abutted by landscaped areas. ACTIVE PRESSURE: The active soil pressure for the design of unrestrained and restrained earth retaining structures with level backfills may be assumed to be equivalent to the pressure of a fluid weighing 32 pounds per cubic foot, for restrained walls 50 pcf should be assumed. An additional 14 pounds per cubic foot should be added to said values for 2:1 (horizontal to vertical) sloping backfill. These pressures do not consider any other surcharge. If any are anticipated, this office should be contacted for the necessary increase in soil pressure. These values assumes a drained backfill condition. Waterproofing details should be provided by the project architect. A suggested wall subdrain detail is provided on the attached Plate Number 19. We recommend that the Geotechnical Consultant observe all retaining wall subdrains to verify proper construction. WATERPROOFING AND SUBDRAIN OBSERVATION: The waterproofing application and subdrain installation should be observed by a representative from this office. SCS &T 9711308.1 March 13, 1998 Page No. 13 BACKFILL: All backfill soils should be compacted to at least 90% relative compaction. Expansive or clayey soils should not be used for backfill material. The wall should not be backfilled until the masonry has reached an adequate strength. FACTOR OF SAFETY: The above values, with the exception of the allowable soil friction coefficient, do not include a factor -of- safety. Appropriate factors -of- safety should be incorporated into the design to prevent the walls from overturning and sliding. PRELIMINARY PAVEMENT RECOMMENDATIONS It is anticipated that the prevailing subgrade soils will consist of silty sands with good pavement support characteristics. Based on this assumption the following structural sections are recommended. These sections should be verified by performing "R" value tests on the actual subgrade soils. A minimum "R" value of 40 was assumed for the purpose of this report. Proposed Use Traffic Index Asphaltic Concrete Base* Parking Areas and 4.5 2.5 inches 4.0 inches Light Traffic Driveways Main Driveways and 5.5 3.0 inches 5.0 inches Trash Truck Routes * Crushed Aggregate Base per Standard Specifications for Public Works Construction. Trash container approach and loading areas should be underlain by a minimum 15- foot - square, five -inch- thick concrete slab reinforced with No. 3 bars placed at 18 inches on center each way. The slab should be underlain by a four - inch -thick sand blanket or crushed aggregate base. The upper twelve inches of subgrade should be scarified, moisture conditioned to above optimum moisture requirements, and compacted to at least 95 percent of the maximum dry density. All soft or spongy areas should be removed and replaced with compacted fill. The base material should be compacted to at least 95 percent of its maximum dry density. All materials and methods of construction should conform with good engineering practices and the minimum standards set forth by the City of Encinitas. SCS &T 9711308.1 March 13, 1998 Page No. 14 LIMITATIONS REVIEW, OBSERVATION AND TESTING The recommendations presented in this report are contingent upon our review of final plans and specifications. Such plans and specifications should be made available to the geotechnical engineer and engineering geologist so that they may review and verify their compliance with this report and with Chapter 70 of the Uniform Building Code. It is recommended that Southern Californigi Soil & Testing, Inc. be retained to provide continuous soil engineering services during the earthwork operations. This is to verify compliance with the design concepts, specifications or recommendations and to allow design changes in the event that subsurface conditions differ from those anticipated prior to start of construction. UNIFORMITY OF CONDITIONS The recommendations and opinions expressed in this report reflect our best estimate of the project requirements based on an evaluation of the subsurface soil conditions encountered at the subsurface exploration locations and on the assumption that the soil conditions do not deviate appreciably from those encountered. It should be recognized that the performance of the foundations and /or cut and fill slopes may be influenced by undisclosed or unforeseen variations in the soil conditions that may occur in the intermediate and unexplored areas. Any unusual conditions not covered in this report that may be encountered during site development should be brought to the attention of the geotechnical engineer so that he may make modifications if necessary. CHANGE IN SCOPE This office should be advised of any changes in the project scope or proposed site grading so that we may determine if the recommendations contained herein are appropriate. This should be verified in writing or modified by a written addendum. SCS &T 9711308.1 March 13, 1998 Page No. 15 TIME LIMITATIONS The findings of this report are valid as of this date. Changes in the condition of a property can, however, occur with the passage of time, whether they be due to natural processes or the work of than on this or adjacent properties. In addition, changes in the Standards -of- Practice and /or Government Codes may occur. Due to such changes, the findings of this report may be invalidated wholly or in part by changes beyond our control. Therefore, this report should not be relied upon after a period of two years without a review by us verifying the suitability of the conclusions and recommendations. PROFESSIONAL STANDARD In the performance of our professional services, we comply with that level of care and skill ordinarily exercised by members of our profession currently practicing under similar conditions and in the same locality. The client recognizes that subsurface conditions may vary from those encountered at the locations where our borings, surveys, and explorations are made, and that our data, interpretations, and recommendations be based solely on the information obtained by us. We will be responsible for those data, interpretations, and recommendations, but shall not be responsible for the interpretations by others of the information developed. Our services consist of professional consultation and observation only, and no warranty of any kind whatsoever, express or implied, is made or intended in connection with the work performed or to be performed by us, or by our proposal for consulting or other services, or by our furnishing of oral or written reports or findings. CLIENT'S RESPONSIBILITY It is the responsibility of the City of Encinitas, or their representatives to ensure that the information and recommendations contained herein are brought to the attention of the structural engineer and architect for the project and incorporated into the project's plans and specifications. It is further their responsibility to take the necessary measures to insure that the contractor and their subcontractors carry out such recommendations during construction. FIELD EXPLORATIONS Ten subsurface explorations were made at the locations indicated on the attached Plate Number I on January 21 and February 11, 1998. These explorations consisted of two borings drilled utilizing a portable SCS &T 9711308.1 March 13, 1998 Page No. 16 drill rig equipped with a continuous flight auger, and eight hand dug test pits. The field work was conducted under the observation of our engineering geology personnel. The subsurface explorations were carefully logged when made. These logs are presented on the following Plates Number 3 through 12. The soils are described in accordance with the Unified Soils Classification System as illustrated on the attached simplified chart on Plate Number 2. In addition, a verbal textural description, the wet color, the apparent moisture and the density or consistency are provided. The density of granular soils is given as either very loose, loose, medium dense, dense or very dense. The consistency of silts or clays is given as either very soft, medium stiff, stiff, very stiff, or hard. Disturbed and "undisturbed" samples of typical and representative soils were obtained and returned to the laboratory for testidg. Representative undisturbed ring samples were obtained by means of a split tube sampler driven into the soils by means of a 140 -pound weight free falling a distance of 30 inches. The number of blows required to drive the sampler is indicated on the boring logs as "penetration resistance." LABORATORY TESTING Laboratory tests were performed in accordance with the generally accepted American Society for Testing and Materials (ASTM) test methods or suggested procedures. A brief description of the tests performed is presented below: a) CLASSIFICATION: Field classifications were verified in the laboratory by visual examination. The final soil classifications are in accordance with the Unified Soil Classifica- tion System. b) MOISTURE- DENSITY: In -place moisture contents and dry densities were determined for representative soil samples. This information was an aid to classification and permitted recognition of variations in material consistency with depth. The dry unit weight is determined in pounds per cubic foot, and the in -place moisture content is determined as a i percentage of the soil's dry weight. The results are summarized in the boring and pit logs. c) GRAIN SIZE DISTRIBUTION: The grain size distribution was determined from representative samples of the native soils in accordance with ASTM D422. The results of these tests are presented on Plate Number 13. SCS &T 9711308.1 March 13, 1998 Page No. 17 d) COMPACTION TEST: The maximum dry density and optimum moisture content of typical soils were determined in the laboratory in accordance with ASTM Standard Test D- 1557 -91, Method A. The results of these tests are presented on Plate Number 14. e) EXPANSION INDEX TEST: An expansion index test on a remolded sample was performed on a representative sample of expansive formational soils. The test was performed on the portion of the sample passing the M4 standard sieve. The sample was brought to optimum moisture content and then dried back to a constant moisture content for 12 hours at 230: 9 degrees Fahrenheit. The specimen was then compacted in a 4- inch - diameter mold in two equal layers by means of a tamper, then trimmed to a final height of 1 inch; and brought to a saturation of approximately 50 percent. The specimen was placed in a consolidometer with porous stones at the top and bottom, a total normal load of 12.63 pounds was placed (144.7 psf), and the sample was allowed to consolidate for a period of 10 minutes. The sample was allowed to become saturated, and the change in vertical movement was recorded until the rate of expansion became nominal. The expansion index is reported on the attached Plate Number 14 as the total vertical displacement times the fraction of the sample passing the #4 sieve times 1.11 CLASSIFICATION OF EXPANSIVE SOIL EXPANSION INDEX POTENTIAL EXPANSION 1 -20 very low 21 -50 low 51 -90 medium 91 -130 high Above 130 very high 0 DIRECT SHEAR TESTS: Direct shear tests were performed to determine the failure envelope based on yield shear strength. The shear box was designed to accommodate a sample having a diameter of 2.375 inches or 2.50 inches and a height of 1.0 inch. Samples were tested at different vertical loads and a saturated moisture content. The shear stress was applied at a constant rate of strain of approximately 0.05 inch per minute. The results of these tests are presented on the attached Plate Number 15. SCS &T 9711308.1 March 13, 1998 Page No. 18 g) CONSOLIDATION TESTS: Single point consolidation tests were performed on selected ..undisturbed" samples. The consolidation apparatus was designed to accommodate a 1 -inch high by 2.375 -inch or 2.500 -inch diameter soil sample laterally confined by a brass ring. Porous stones were placed in contact with the top and bottom of the sample to permit the addition or release of pore fluid during testing. Selected loads were applied to the samples and the resulting deformations were recorded. The percent consolidation is reported as the ratio of the amount of vertical compression to the original sample height. The test samples were inundated to determine their behavior under the anticipated loads as soil moisture increases. The results of these tests are presented on Plate Number 16. r ✓� , p w � , L n II t I{ 1 i ,l _:,�_� �•� n �I ,� �� ��_� I �z j 1 p P rl J 0_ j 711 i , o _ I 1 i � y � i u �o o v m �g �4P pox — — m O r x 1 nm I _LL Lj LLL mn� o A I , m z y m� m � r 0 a - z vo � n tia o — f 1 Lf �l SUBSURFACE EXPLORATION LEGEND UNIFIED SOIL CLASSIFICATION CHART SOIL DESCRIPTION GROUP SYMBOL TYPICAL NAMES I. COARSE GRAINED, more than half of material is 11= than No. 200 sieve size. GRAVELS CLEAN GRAVELS GW Well graded gravels, gravel -sand More than half of mixtures, little or no fines. coarse fraction is GP Poorly graded gravels, gravel sand larger than No. 4 mixtures, little or no fines. sieve size but smaller than 3 -. GRAVELS WITH FINES GM Silty gravels, poorly graded gravel. (Appreciable amount sand -silt mixtures. of fines) GC Clayey gravels, poorly graded gravel - sand, clay mixtures. SANDS CLEAN SANDS SW Well graded sand, gravelly sands. little More than half of or no fines. coarse fraction is SP Poorly graded sands, gravelly sands, little smaller than No. 4 or no fines. ' sieve size. SANDS WITH FINES SM Silty sands, poorly graded sand and silty (Appreciable amount mixtures. of fines) SC Clayey sands, poorly graded sand and clay mixtures. II. FINE GRAINED, more than half of material is m5 alley than No. 20O sieve size. SILTS AND CLAYS ML Inorganic silts and very fine sands, rock flour, sandy silt or clayey -silt- sand mixtures with slight plasticity. Liquid Limit CL Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silly clays, lean clays. OL Organic silts and organic silty clays or low plasticity. SILTS AND CLAYS MH Inorganic sills, micaceous or diatomaceous fine sandy or silly soils, elastic silts. Liquid Limit CH Inorganic clays of high plasticity, fat clays . greater than 50 OH Organic clays of medium in high plasticity. HIGHLY ORGANIC SOILS PT Peat and other highly organic soils. - Water level at time of excavation or as indicated CK - Undisturbed chunk sample US - Undisturbed- driven ring sample or tube sample Bulk Sample SC - Sand Cone SP - Standard penetration sample CON - Consolidation DS - Direct Shear El - Expansion Index SA - Sieve Analysis PI - Plastic Index SOUTHERN CALIFORNIA ' SOIL & TESTING,INC. PROPOSED COMMUNITY CENTER By DBA I DATE: 03 -12 -98 JOB HUMBER: 9711308 Plate No. 2 LOG OF BORING NUMBER B 1 Date Drilled: 1/21198 Logged by: CRB Project Manager: DBA Equipment: DRILL RIG Surface Eleva6on(ft): Driving Weight and Drop: Depth to Water(ft): 4) SOUTHERN CALIFORNIA Project Name: Project No. Plate No. SOIL &TESTING, INC. PROPOSED 9711308 3 COMMUNITY CENTER SAM PIFS m o o 3 U SUMMARY OF SUBSURFACE CONDITIONS x rn O aO a �3 O Q c�7 FILL (Qaf) - Brown and Red Brown, Moist, Medium Dense, SILTY SAND (SM) ' 36 11.2 117.1 us 5 Loose 6 10.8 119.8 us 10 69 9.4 100.5 TERRACE DEPOSITS (Qt) - Red Brown, Moist, Very Dense, us SILTY SAND (SM) 15 US 75 11.5 113.5 Boring Ended at 16 Feet S, T J 4) SOUTHERN CALIFORNIA Project Name: Project No. Plate No. SOIL &TESTING, INC. PROPOSED 9711308 3 COMMUNITY CENTER LOG OF BORING NUMBER B2 Date Drilled: 1/21/98 Logged by: CRB Equipment: DRILL RIG Surface Elevation(ft): Driving Weight and Drop: Depth to Water(ft): Project Manager: DBA SOUTHERN CALIFORNIA Project Name: Project No. Plate No. +0 SOIL & TESTING, INC. PROPOSED 9711308 4 COMMUNITY CENTER SAMw ra � F � v SUMMARY OF SUBSURFACE CONDITIONS O w u] n F O F �e 3 vii a o z o q � TERRACE DEPOSITS (Qt) - Red Brown, Moist, Very Dense, SILTY SAND (SM) t Refusal on Cemented Soil at 2 Feet, Attempted Unsuccessfully Several Times 5 10 15 s a s SOUTHERN CALIFORNIA Project Name: Project No. Plate No. +0 SOIL & TESTING, INC. PROPOSED 9711308 4 COMMUNITY CENTER Date Excavated: LOG OF TEST TRENCH NUMBER P1 2/11/98 Equipment: HAND TOOLS Surface Elevation(ft): Logged by: Project Manager: Depth to Water(ft): ui-.7A 0 SOUTHERN CALIFORNIA Project Name: Project No. Plate No. SOIL & TESTING, INC. PROPOSED 9711308 5 COMMUNITY CENTER SAMPLES Y J U SUMMARY OF SUBSURFACE CONDITIONS Ix F F Z 0 ti H O a Ln LQ o 0 a m 0 r) J TOPSOIL - Brown, Saturated, Loose, SILTY SAND (SM) TERRACE DEPOSITS (Qt) - Rust Light Brown, Moist, Medium Dense, SILTY SAND (SM) cK 9.5 117.4 Dense to Very Dense Pit Ended at 4 Feet 5 0 SOUTHERN CALIFORNIA Project Name: Project No. Plate No. SOIL & TESTING, INC. PROPOSED 9711308 5 COMMUNITY CENTER LOG OF TEST TRENCH NUMBER P2 Date Excavated: 2/11/98 Equipment: HAND TOOLS Surface Elevation(ft): Logged by: Project Manager Depth to Water(ft): 190ya•1 SOUTHERN CALIFORNIA Project Name: Project No. Plate No. +0 SOIL & TESTING, INC. PROPOSED 9711308 COMMUNITY CENTER SAMPtFS o a V SUMMARY OF SUBSURFACE CONDITIONS a O H '4 �4 OF w o x � a m O i o3 <� TOPSOIL - Brown, Saturated, Loose, SILTY SAND (SM) TERRACE DEPOSITS (Qt) -Rust Light Brown, Moist, Medium Dense, SILTY SAND (SM) CK 10.3 115.1 Dense to Very Dense Pit Ended at 3.5 Feet 5 K SOUTHERN CALIFORNIA Project Name: Project No. Plate No. +0 SOIL & TESTING, INC. PROPOSED 9711308 COMMUNITY CENTER LOG OF TEST TRENCH NUMBER P3 Date Excavated: 2 /11 /98 Equipment: HAND TOOLS Surface Elevadon(ft): Logged by: 7BR Project Manager: DBA Depth to Water(ft): SOUTHERN CALIFORNIA Project Name: Project No. Plate No. PROPOSED 9711308 7 SOIL &TESTING, INC. COMMUNITY CENTER SAMP1 c< A w o F 3 r a U SUMMARY OF SUBSURFACE CONDITIONS W w o F Q x F a a� OF z a O Q[ TOPSOIL - Brown, Saturated, Loose, SILTY SAND (SM) TERRACE DEPOSITS (Qt) - Red Brown, Moist, Very Dense, SILTY SAND (SM), Moderately to Highly Cemented cK cK 6.9 113.1 Pit Ended at 2 Feet 5 SOUTHERN CALIFORNIA Project Name: Project No. Plate No. PROPOSED 9711308 7 SOIL &TESTING, INC. COMMUNITY CENTER LOG OF TEST TRENCH NUMBER P4 Date Excavated: 2 /11/98 Equipment: HAND TOOLS Surface Elevation(ft): Logged by: JBR Project Manager: DBA Depth to Water(ft): SOUTHERN CALIFORNIA Project Name: Project No. Plate No. <+> SOIL & TESTING, INC. PROPOSED 9711308 8 COMMUNITY CENTER SAMPLES o 3 w SUMMARY OF SUBSURFACE CONDITIONS F o G u O Q (7 a ] q , TOPSOIL - Dark Brown, Saturated, Loose, CLAYEY SILTY SAND (SC -SM) FILL (Qaf) - Rust Light Brown, Wet to Saturated, Loose to Medium Dense, SILTY SAND (SM) - - -- Perched Groundwater TERRACE DEPOSITS (Qt) - Rust Light Brown, Moist, Very Dense, SILTY SAND (SM) Pit Ended at 3 Feet S S SOUTHERN CALIFORNIA Project Name: Project No. Plate No. <+> SOIL & TESTING, INC. PROPOSED 9711308 8 COMMUNITY CENTER LOG OF TEST TRENCH NUMBER P5 Date Excavated: 2111198 Equipment: HAND TOOLS Surface Elevation(ft): Logged by: JBR Project Manager: DBA Depth to Water(ft): SOUTHERN CALIFORNIA Project Name: Project No. Plate No. <+> SOIL & TESTING, INC. PROPOSED 9711308 9 COMMUNITY CENTER SAMPLES V SUMMARY OF SUBSURFACE CONDITIONS F —y O < 2 w <a O C 00H m v� W Q U a 0.1 O a Q ° J F TOPSOIL - Brown, Saturated, Loose, SILTY SAND (SM) FILL (Qaf) - Red Brown, Moist, Dense, SILTY SAND (SM) 12.0 113.1 TERRACE DEPOSITS (Qt) - Red Brown, Cemented, Moist, Very Ctc Dense, SILTY SAND (SM) Pit Ended at 2.5 Feet 5 T T SOUTHERN CALIFORNIA Project Name: Project No. Plate No. <+> SOIL & TESTING, INC. PROPOSED 9711308 9 COMMUNITY CENTER LOG OF TEST TRENCH NUMBER P6 Date Excavated: 2/11/98 Equipment: HAND TOOLS Surface Elevation(ft): Logged by: M Project Manager DBA Depth to Water(ft): \\V1 // 4% SOUTHERN CALIFORNIA Project Name: Project No. Plate No. SOIL & TESTING, INC. PROPOSED 9711308 10 COMMUNITY CENTER S MPIFS ❑ aI F 3 U SUMMARY OF SUBSURFACE CONDITIONS Fa = Z F V) TOPSOIL - Brown, Saturated, Loose, SILTY SAND (SM) 9.7 118.3 FILL (Qaf) - Rust Light Brown, Very Moist, Medium Dense, SILTY cK SAND (SM) TERRACE DEPOSITS (Qt) -Light Brown and Grey, Wet, Medium cK Dense, VERY CLAYEY SAND /SANDY CLAY (SC -CL) ------------------------------------------- Red Brown, Moist, Very Dense, SILTY SAND (SM), Cemented Pit Ended at 3.8 Feet S K \\V1 // 4% SOUTHERN CALIFORNIA Project Name: Project No. Plate No. SOIL & TESTING, INC. PROPOSED 9711308 10 COMMUNITY CENTER LOG OF TEST TRENCH NUMBER P7 Date Excavated: 2/11/98 Equipment: HAND TOOLS Surface Elevation(ft): Logged by: JBR Project Manager: DBA Depth to Water(ft): SOUTHERN CALIFORNIA Project Name: Project No. Plate No. PROPOSED 9711308 SOIL &TESTING, INC. 11 COMMUNITY CENTER SAMPLES OU SUMMARY OF SUBSURFACE CONDITIONS j F O a N x a r c of m 0 03 <� TOPSOIL - Brown, Saturated, Loose, SILTY SAND (SM) TERRACE DEPOSITS (Qt) - Light Brown, Very Moist to Wet, Medium Dense, VERY CLAYEY SAND /SANDY CLAY (SC -CL) Red Brown, Moist, Very Dense, SILTY SAND (SM), Cemented 7.0 121.3 cK Pit Ended at 2.5 Feet 5 F SOUTHERN CALIFORNIA Project Name: Project No. Plate No. PROPOSED 9711308 SOIL &TESTING, INC. 11 COMMUNITY CENTER LOG OF TEST TRENCH NUMBER P8 Date Excavated: 2/11/98 Equipment: HAND TOOLS Surface Elevation(ft): Logged by: ]BR Project Manager: Depth to Water(ft): FUME SOUTHERN CALIFORNIA Project Name: Project No. Plate No. 4> PROPOSED 9711308 12 SOIL &TESTING, INC. COMMUNITY CENTER SAMPl ' Q F a u SUMMARY OF SUBSURFACE CONDITIONS F z OF Fx, px, Q x vF_i O H Q ...1F FILL (Qaf) - Brown and Light Brown, Wet to Saturated, Loose to Medium Dense, SILTY SAND (SM) and CLAYEY SILTY SAND (SC -SM) Pit Ended at 3.5 Feet 5 G SOUTHERN CALIFORNIA Project Name: Project No. Plate No. 4> PROPOSED 9711308 12 SOIL &TESTING, INC. COMMUNITY CENTER U.S. STANDARD SIEVES HYDROMETER (MM)TES) 36' 1B' 2' 1:2' 114' n0 •20 HO 160 N __ .•n .cn •200 1 2 5 00 160 1440 (50(1m) N O C O 17� 100 90 mi z 70 0 Z w 90 20 N n = 60 50 � T Z O z 2 � x 40 90 C D 20 10 0 D -4 440 (14UGm) y n � m 469\ A O '� 967 6 5 4 0 2 96265 4 3 2 9626 5 4 + . 161s a• a . -•� - - - w 0 100 10 10 01 O1 001 1000 C W GRAIN SIZE (1M1) c D -4 rn s PARTICLE SIZE LIMITS 10 O J 9 O w N 0 rT1 a9 0 f7 O d � ; n m ; c z w z o f J J w n m m z m m 60ULDER COBBLE GRAVEL SAND SILT OR CLAY � COARSE FINE COARSE I MEDIUM FIRE (12-) J' 1H' No. 4 No. 10 No. 4U NO. cvm U.S. STANDARD SIEVE SIZE P 1 @ 2' -3' P5 @ 2' -2.5' MAXIMUM DENSITY A OPTIMUM MOISTURE CONTENT ASTM D1557 -91 METHOD A Maximum Optimum SAMPLE DESCRIPTION Density Moisture (pcf) Cont (•).) P1 @ 2' -3' Red Brown, Silty Sand 133.0 1 7.8 EXPANSION INDEX TEST RESULTS SAMPLE I P6@ 3' -3.5' CONDITION Remolded INITIAL M.C.(• /.) 11.9 INITIAL DENSITY (PCH 102.4 FINAL M.C. (• /.) 1 26.0 NORMAL STRESS(PSF) 144.7 EXPANSION INDEX 83 SOUTHERN CALIFORNIA TSOIL & TESTING,INC. PROPOSED COMMUNITY CENTER BY: DBA I DATE: 03 -12 -98 JOB NUMBER: 9711308 Plate No. 14 SINGLE POINT CONSOLIDATION TEST RESULT SAMPLE NO. P2 @ 2' P3 @ 2' - INITIAL MOISTURE, % 10.3 6.9 - INITIAL DENSITY, PCF 5.1 113.1 CONSOLIDATION BEFORE WATER ADDED 2 F2.4 1.3 - CONSOLIDATION AFTER WATER ADDED 1.4 FINAL MOISTURE, M .1 8.2 - AXIAL LOAD, KSF 5.16 5.16 SOUTHERN CALIFORNIA ' SOIL & TESTING,INC. PROPOSED COMMUNITY CENTER BY: DBA IDATE: 03 -12 -98 joe NuMeEa: 9711308 (Plate No. 16 5' FINISH GRADE NATIVE SOIL - I SELECT SOIL: 4' FILTER FABRIC ONE CUBIC FOOT CRUSHED ROCK e e o 4' PERFORATED PIPE �a e NATIVE SOIL 1% MIN 2% 5% FOR 10 FEET UNDERCUT SUBDRAIN NO SCALE SOUTHERN CALIFORNIA SOIL i TESTING,INC. PROPOSED COMMUNITY CENTER Y: DBA DATE: 03 -20-98 JOB NUMBER: 9711308 1Plate No. 17 SLOPE STABILITY CALCULATIONS Janbu's Simplified Slope Stability Method �,C95=WH Tan C FS =Ncf( C ) Assume Homogeneous Strength Parameters throughout the slope .6 (a) C(psf) W (Dcf) Incl. H (ft) FS 32 250 129 2:1 30 2.0 35 150 129 2:1 30 2.0 Where: 0 - Angle of Internal Friction C - Cohesion (psf) Ws = Unit weight of Soil (pcf) H = Height of Slope (ft) FS = Factor of Safety SOUTHKRN CALIFORNIA PROPOSED COMMUNITY CENTER SOIL A T[STINO,INC. ■T: DBA DATE: 03 -20 -98 1 jo• Mumogm: 9711308 PLATE NO. 18 I I I I I I I I -1 % SLOPE MINI% 6' MAX. 6' MIN. ,D _WATERPROOF BACK OF WALL PER °. ARCHITECT'S SPECIFICATIONS o' D o 314 INCH CRUSHED ROCK OR MIRADRAIN 600o OR EQUIVALENT o' ° 0 �GEOFABMC BETWEEN ROCK AND SOIL 0 , D D 12" ° TOP OF GROUND ° . o OR CONCRETE SLAB \ o. . °. 6' MIN. MINIMUM 4 INCH DIAMETER PERFORATED PIPE (SDR35 or EQUIVALENT) 8 RETAINING WALL SUBDRAIN DETAIL NO SCALE SOUTHERN CALIFORNIA SOIL & TESTING, INC. PROPOSED COMMUNITY CENTER y: DBA DATE: 03 -20 -98 06 MursEn: 9711308 PLATE NO. 19 APPENDIX A SCS &T 9711308.1 March 18, 1998 Appendix A, Page I REFERENCES Anderson, J.G., Rockwell, R.K. and Agnew, D.C., 1989, Past and Possible Future Earthquakes of Significance to the San Diego Region, Earthquake Spectra, Volume 5, No. 2, 1989. Jennings, C.W., 1975, Fault Map of California, California Division of Mines and Geology, Map No. 1, Scale 1:750,000. Eisenberg, L.I., 1985, Pleistocene Faults and Marine Terraces, Northern San Diego County in On the Manner of Deposition of the Eocene Strata in Northern San Diego County, San Diego Association of Geologists Annual Field Trip Guidebook, Editor: P.L. Abbott Jennings, C.W. 1975, Fault Map of California, California Division of Mines and Geology, Map No. 1, Scale 1:750,000. Kern, P., 1989, Earthquakes and Faults in San Diego County, Pickle Press, 73 pp. Mualchin, L. and Jones, A.L., 1992, Peak Acceleration from Maximum Credible Earthquakes in California (Rock and Stiff -Soil Sites) California Division Of Mines and Geology Open -File Report 92 -1. Tan, S. S. and Giffen, D. G., 1995, Landslide Hazards in the Northern Part of the San Diego Metropolitan Area, San Diego County, California, California Division Of Mines and Geology Open - File Report 95 -04. Wesnousky, S.G., 1986, "Earthquakes, Quaternary Faults, and Seismic Hazards in California," in Journal of Geophysical Research, Vol. 91, No. B12, pp 12,587 to 12, 631, November 1986. TOPOGRAPHIC MAPS County of San Diego, 1960, Map Sheet 318 -1683; Scale: 1 inch = 200 feet. County of San Diego, 1985, Map Sheet 318 -1683; Scale: 1 inch = 200 feet. SCS &T 9711308.1 March 18, 1998 Appendix A, Page 2 U.S. Geological Survey, 1948, 7 1h Minute Topographic Maps, Encinitas Quadrangle U.S. Geological Survey, 1968, 7 1/2 Minute Topographic Maps, Encinitas Quadrangle PHOTOGRAPHS San Diego County, 1928, Photographs 37D5 and 37D6; Scale: l inch = 1000 feet (approximate). San Diego County, 1967, Photographs 175 and 176; Scale: 1 inch = 1000 feet (approximate). San Diego County, 1970, Flight 4, Photographs 12 and 13 Scale: l inch = 1000 feet (approximate). San Diego County, 1974, Flight 33, Photographs 7 and 8 Scale: 1 inch = 1000 feet (approximate). San Diego County, 1978, Flight 16B, Photographs 35 and 36; Scale: 1 inch = 1000 feet (approximate). San Diego County, 1983, Photographs 543 and 544; Scale: l inch = 2000 feet (approximate). San Diego County, 1989, Photographs 1 -209 and 1 -211; Scale: 1 inch = 2000 feet (approximate). United States Department of Agriculture, 1953, Photographs AXN -8M, 76 and 77, Scale: 1 inch =1700 feet (approximate). APPENDIX B SCS &T 9711308.1 March 20, 1998 Appendix B, Page No. 1 PROPOSED OAKCREST PARK COMMUNITY CENTER OAKCREST PARK DRIVE AND BALOUR DRIVE, ENCINITAS RECOMMENDED GRADING SPECIFICATIONS - GENERAL PROVISIONS GENERALINTENT The intent of these specifications is to establish procedures for clearing, compacting natural ground, preparing areas to be filled, and placing and compacting fill soils to the lines and grades shown on the accepted plans. The recommendations contained in the preliminary geotechnical investigation report and /or the attached Special provisions are a part of the Recommended Grading Specifications and shall supersede the provisions contained hereinafter in the case of conflict. These specifications shall only be used in conjunction with the geotechnical report for which they are a part. No deviation from these specifications will be allowed, except where specified in the geotechnical report or in other written communication signed by the Geotechnical Engineer. OBSERVATION AND TESTING Southern California Soil & Testing, Inc., shall be retained as the Geotechnical Engineer to observe and test the earthwork in accordance with these specifications. It will be necessary that the Geotechnical Engineer or his representative provide adequate observation so that my may provided his opinion as to whether or not the work was accomplished as specified. It shall be the responsibility of the contractor to assist the Geotechnical Engineer and to keep him appraised of work schedules, changes and new information and data so that he may provided these opinions. In the event that any unusual conditions not covered by the special provisions or preliminary geotechnical report are encountered during the grading operations. The Geotechnical Engineer shall be contacted for further recommendations. If, in the opinion of the Geotechnical Engineer, substandard conditions are encountered, such as questionable or unsuitable soil, unacceptable moisture content, inadequate compaction, adverse weather, etc.; construction should be stopped until the conditions are remedied or corrected or he shall recommended rejection of this work. Tests used to determine the degree of compaction should be performed in accordance with the following American Society for Testing and Materials test methods: SCS &T 9711308.1 March 20, 1998 Appendix B, Page No. 2 Maximum Density & Optimum Moisture Content - ASTM D- 1557 -91 Density of Soil In -Place - ASTM D- 1556 -90 or ASTM D -2922 All densities shall be expressed in terms of Relative Compaction as determined by the foregoing ASTM testing procedures. PREPARATION OF AREAS TO RECEIVE FILL All vegetation, brush and debris derived from clearing operations shall be removed, and legally disposed of. All areas disturbed by site grading ghould be left in a neat and finished appearance, free from unsightly debris. After clearing or benching the natural ground, the areas to be filled shall be scarified to a depth of 6 inches, brought to the proper moisture content, compacted and tested for the specified minimum degree of compaction. All loose soils in excess of 6 inches thick should be removed to firm natural ground which is defined as natural soils which possesses an in -situ density of at least 90 percent of its maximum dry density. When the slope of the natural ground receiving fill exceeds 20 percent (5 horizontal units to I vertical unit), the original ground shall be stepped or benched. Benches shall he cut to a firm competent formational soils. The lower bench shall be at least 10 feet wide or 1 -1/2 times the equipment width, whichever is greater, and shall be sloped back into the hillside at a gradient of not less than two (20 percent. All other benches should be at least 6 feet wide. The horizontal portion of each bench shall be compacted prior to receiving fill as specified herein for compacted natural ground. Ground slopes flatter than 20 percent shall be benched when considered necessary by the Geotechnical Engineer. Any abandoned buried structures encountered during grading operations must be totally removed. All underground utilities to be abandoned beneath any proposed structure should be removed from within 10 feet of the structure and properly capped off. The resulting depressions from the above described procedure should be backfilled with acceptable soil that is compacted to the requirements of the Geotechnical Engineer. This includes, but is not limited to, septic tanks, fuel tanks, sewer lines or leach lines, storm drains and water lines. Any buried structures or utilities no to be abandoned should be brought to the attention of the Geotechnical Engineer so that he may determine if any special recommendation will be necessary. SCS &T 9711308.1 March 20, 1998 Appendix B, Page No. 3 All water wells which will be abandoned should be backfilled and capped in accordance to the requirements set forth by the Geotechnical Engineer. The top of the cap should be at least 4 feet below finish grade or 3 feet below the bottom of footing whichever is greater. The type of cap will depend on the diameter of the well and should be determined by the Geotechnical Engineer and /or a qualified Structural Engineer. FILL MATERIAL Materials to be placed in the fill shall be approved by the Geotechnical Engineer and shall be free of vegetable matter and other deleterious substances. Granular soil shall contain sufficient fine material to fill the voids. The definition and disposition of oversized rocks and expansive or detrimental soils are covered in the geotechnical report or Special Provisions. Expansive soils, soils of poor gradation, or soils with low strength characteristics may be thoroughly mixed with other soils to provide satisfactory fill material, but only with the explicit consent of the Geotechnical Engineer. Any import material shall be approved by the Geotechnical Engineer before being brought to the site. PLACING AND COMPACTION OF FILL Approved fill material shall be placed in areas prepared to receive fill in layers not to exceed 6 inches in compacted thickness. Each layer shall have a uniform moisture content in the range that will allow the compaction effort to be efficiently applied to achieve the specified degree of compaction. Each layer shall be uniformly compacted to the specified minimum degree of compaction with equipment of adequate size to economically compact the layer. Compaction equipment should either be specifically designed for soil compaction or of proven reliability. The minimum degree of compaction to be achieved is specified in either the Special Provisions or the recommendations contained in the preliminary geotechnical investigation report. When the structural fill material includes rocks, no rocks will be allowed to nest and all voids must be carefully filled with soil such that the minimum degree of compaction recommended in the Special Provisions is achieved. The maximum size and spacing of rock permitted in structural fills and in non- structural fills is discussed in the geotechnical report, when applicable. Field observation and compaction tests to estimate the degree of compaction of the fill will be taken by the Geotechnical Engineer or his representative. The location and frequency of the tests shall be at the SCS &T 9711308.1 March 20, 1998 Appendix B, Page No. 4 Geotechnical Engineer's discretion. When the compaction test indicates that a particular layer is at less than the required degree of compaction, the layer shall be reworked to the satisfaction of the Geotechnical Engineer and until the desired relative compaction has been obtained. Fill slopes shall be compacted by means of sheepsfoot rollers or other suitable equipment. Compaction by sheepsfoot roller shall he at vertical intervals of not greater than four feet. In addition, fill slopes at a ratio of two horizontal to one vertical or flatter, should be trackrolled. Steeper fill slopes shall be over- built and cut -back to finish contours after the slope has been constructed. Slope compaction operations shall result in all fill material six or more inches inward from the finished face of the slope having a relative compaction of at least 90 percent of maximum dry density or the degree of compaction specified in the Special Provisions section of this specification. The compaction operation on the slopes shall be continued until the Geotechnical Engineer is of the opinion that the slopes will be surficially stable. Density tests in the slopes will be made by the Geotechnical Engineer during construction of the slopes to determine if the required compaction is being achieved. Where failing tests occur or other field problems arise, the Contractor will be notified that day of such conditions by written communication from the Geotechnical Engineer or his representative in the form of a daily field report. If the method of achieving the required slope compaction selected by the Contractor fails to produce the necessary results, the Contractor shall rework or rebuild such slopes until the required degree of compaction is obtained, at no cost to the Owner or Geotechnical Engineer. CUT SLOPES The Engineering Geologist shall inspect cut slopes excavated in rock or lithified formational material during the grading operations at intervals determined at his discretion. If any conditions not anticipated in the preliminary report such as perched water, seepage, lenticular or confined strata of a potentially adverse stature, unfavorably inclined bedding, joints or fault planes are encountered during grading„ these conditions shall be analyzed by the Engineering Geologist and Soil Engineer to determine if mitigating measures are necessary. Unless otherwise specified in the geotechnical report, no cut slopes shall be excavated higher or steeper than the allowed by the ordinances of the controlling governmental agency. SCS &T 9711308. l March 20, 1998 Appendix B, Page No. 5 ENGINEERING OBSERVATION Field observation by the Geotechnical Engineer or his representative shall be made during the filling and compaction operations so that he can express his opinion regarding the conformance of the grading with acceptable standards of practice. Neither the presence of the Geotechnical Engineer or his representative or the observation and testing shall not release the Grading Contractor from his duty to compact all fill material to the specified degree of compaction. SEASON LIMITS Fill shall not be placed during unfavorable weather conditions. When work is interrupted by heavy rain, filling operations shall not be resumed until the proper moisture content and density of the fill materials can be achieved. Damaged site conditions resulting from weather or acts of God shall be repaired before acceptance of work. RECOMMENDED GRADING SPECIFICATIONS - SPECIAL PROVISIONS RELATIVE COMPACTION: The minimum degree of compaction to be obtained in compacted natural ground, compacted fill, and compacted backfill shall be at least 90 percent. For street and parking lot subgrade, the upper six inches should be compacted to at least 95 percent relative compaction. EXPANSIVE SOILS: Detrimentally expansive soil is defined as clayey soil which has an expansion index of 50 or greater when tested in accordance with the Uniform Building Code Standard 29 -C. OVERSIZED MATERIAL: Oversized fill material is generally defined herein as rocks or lumps of soil over 6 inches in diameter. Oversized materials should not be placed in fill unless recommendations of placement of such material is provided by the geotechnical engineer. At least 40 percent of the fill soils shall pass through a No. 4 U.S. Standard Sieve. TRANSITION LOTS: Where transitions between cut and fill occur within the proposed building pad, the cut portion should be undercut a minimum of one foot below the base of the proposed footings and recompacted as structural backfill. In certain cases that would be addressed in the geotechnical report, special footing reinforcement or a combination of special footing reinforcement and undercutting may be required. < SOIL ■ TESTING. inc i s O i U z 6 W F 0 F H O N E P.O. Box 600627 (619)280 -4321 San Diego, CA 92160 -0627 T (87 7 E l FREE 6280 Riverdale Street 7)215 -4321 F A x San Diego, CA 92120 (619) 280 -4717 www.scst.com SUMMARY OF IN -PLACE DENSITY TESTS SITE IMPROVEMENTS OAKCREST COMMUNITY AND SENIOR CENTER OAKCREST PARK DRIVE ENCINITAS, CALIFORNIA PREPARED FOR: CITY OF ENCINITAS c/o RUDOLPH SLETTEN GENERAL CONTRACTORS 4350 EXECUTIVE DRIVE, SUITE 301 SAN DIEGO, CALIFORNIA 92121 PREPARED BY: SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET SAN DIEGO, CALIFORNIA 92120 Providing Professional Engineering Services Since 1959 RECEIVED FEB 1 9 2002 Rudolph & Sle"en San Diego Office TABLE OF CONTENTS SECTION PAGE 1. SCOPE OF WORK ............................................................................................. ..............................1 1.1 UTILITY TRENCH BACKFILLS ................................................................ ..............................2 1.2 RETAINING WALL BACKFILL ................................................................. ..............................2 1.3 SIDEWALK SUBGRADE ............................................................................ ..............................2 1.4 CURB AND GUTTER SUBGRADE AND BASE ...................................... ..............................2 1.5 SUBGRADE AND BASE COURSES .......................................................... ..............................3 1.6 ADDITIONAL GRADING ........................................................................... ..............................3 1.7 REMAINING WORK ................................................................................... ..............................3 2. FIELD OBSERVATION AND TESTING ........................................................ ..............................3 3. LABORATORY TESTS 4. CONCLUSIONS .................................................................................................. ..............................4 5. LIMITATIONS .................................................................................................... ..............................4 ATTACHMENTS PLATES Plates 1 -2 Site Plan Showing Test Locations Plates 3 -10 In -Place Density Test `�v SOIL L TESTING. INC 2 P N O N E P.O. Box 600627 (619) 280 -4321 San Diego, CA 92160 -0627 Z OIL FREE (877)215-4321 6280 Riverdale Street F A x San Diego, CA 92120 (619) 2804717 www.SCSt.COm 0 N February 18, 2002 SCS &T No. 0011136 Report No. 3 Mr. Frank Jones City of Encinitas c/o Rudolph Sletten General Contractors 4350 Executive Drive, Suite 301 San Diego, California 92121 Subject: SUMMARY OF IN -PLACE DENSITY TESTS, SITE IMPROVEMENTS OAKCREST COMMUNITY AND SENIOR CENTER OAKCREST PARK DRIVE ENCINITAS, CALIFORNIA Reference: 1) "As Graded Geotechnical Report, Oakcrest Community and Senior Center, Oakcrest Park Drive, Encinitas, California'; prepared by Southern California Soil and Testing, Inc.; dated December 13, 2000 (SCS &T 0011136 -2). 2) "Pavement Recommendations, Oakcrest Community Center, Oakcrest Park Drive, Encinitas, California "; prepared by Southern California Soil and Testing, Inc.; dated October 13, 2000 (SCS &T 0011136 -1). 3) "Report of Geotechnical Investigation, Proposed Oakcrest Park Community Center, Oakcrest Park Drive, Encinitas, California'; prepared by Southern California Soil and Testing, Inc.; dated March 12, 1998 (SCS &T 9711308 -1). Dear Mr. Jones: In accordance with your request, this report has been prepared to summarize the result of the in- place density tests performed in the site improvements at the subject site by Southern California Soil and Testing, Inc., (SCS &T). These tests were performed between September 27, 2000 and November 26, 2001, 1. SCOPE OF WORK The scope of work performed by our firm at the subject site and addressed in this report consisted of: Rudolph Sletten General Contractors February 18, 2002 Oakcrest Community and Senior Center SCSB T No. 0011136 -3 Page 2 • In -place density testing of the underground utility trench backfills; • In -place density testing of the retaining wall backfill; • In -place density testing of the sidewalk subgrade; • In -place density testing of the curb and gutter subgrade and base course; • In -place density testing of the parking lot subgrade and base course; • Testing and observation of additional grading performed. The operations observed and performed for the above listed items are as described hereinafter. 1.1 UTILITY TRENCH BACKFILLS The backfill soils of the subsurface utility trenches, which consist of the storm drain, sewer, water, fire service and joint utility trenches, were tested by our firm for relative compaction. The approximate locations of the trench backfills tested are noted on Plate Nos. 1 and 2. The storm drain, sewer, water, and joint utility trench in -place density tests have been labeled "SD," "S," "W ", and "JT ", respectively. Typically, the soils generated from the excavations for the trenches were used as the backfill material. The backfill material was compacted to at least 90 percent of maximum dry density in accordance with ASTM D 1557 -00. Compaction was achieved primarily by means of a backhoe- mounted sheepsfoot compaction wheel and other construction equipment. 1.2 RETAINING WALL BACKFILL The backfill soils of the site retaining walls were tested by our firm for relative compaction. The approximate locations of the wall backfill tests are noted on Plate Nos. 1 and 2. The retaining wall backfill in -place density tests have been labeled with "W B ". The backfill material was compacted in thin lifts with field density testing indicating a minimum of 90 percent of maximum dry density. Compaction was achieved primarily by means of a hand tamper and a vibratory roller. 1.3 SIDEWALK SUBGRADE The sidewalk subgrades located at various areas were tested by our firm for relative compaction. Compaction values of at least 90 percent of maximum dry density were attained in the areas tested. The sidewalk tests have been labeled "SWSG" and the approximate locations of the areas tested are noted on Plate Nos. 1 and 2. 1.4 CURB AND GUTTER SUBGRADE AND BASE The curb and gutter subgrade located at various areas was tested by our firm for relative compaction. In -place density tests performed by our field representative indicated relative compaction values of at least 90 percent for the subgrade and at least 95 percent of maximum dry SC SIT Rudolph Sletten General Contractors February 18, 2002 Oakcrest Community and Senior Center SCS &T No. 0011136 -3 Page 3 density for the base course. The field density tests have been labeled "CGSG" and "CGB ", respectively, and the approximate locations are noted on Plate Nos. 1 and 2. 1.5 SUBGRADE AND BASE COURSES Subgrade preparation for the site parking lots essentially consisted of moisture conditioning the existing surficial soils and subsequently compacting to at least 95 percent of maximum dry density. The subgrade tests have been labeled "SG" and their locations are described on Plate Nos. 1 and 2. Crushed aggregate base materials were placed overlying the previously described subgrade. Tests performed by our field representative indicated relative compaction values of at least 95 percent of maximum dry density. Compaction was achieved by means of steel drum vibratory rollers and heavy construction equipment. The base course tests have been labeled "B" and their locations are shown on Plate Nos. 1 and 2. 1.6 ADDITIONAL GRADING Additional grading was performed on the west side of the gym next to the ramp area due to the subgrade soils being saturated from rains. The saturated soils were removed from this area exposing dense terrace deposits. The exposed bottom of the excavation was scarified, moisture conditioned and compacted prior to placing on -site soils as uniformly compacted fill. Typically, the fill soils were placed in thin, moisture conditioned lifts and compacted until field density tests indicated a minimum of 90 percent relative compaction. Compaction was achieved by means of a rubber tire loader. This process continued until design elevations were reached. 1.7 REMAINING WORK The following operations remain to be completed. It is recommended that field observations and relative compaction tests be performed during these operations to verify that these operations are being performed in accordance with job requirements and local grading ordinances. Recompact utility trench backfill within the western perimeter slope, (2 feet of loose fill); Recompact wall backfill and slope at southwest cast in place wall, (2 'h feet of loose fill); Recompact fill slopes next to north and northwest retaining walls, (2 feet of loose fill). 2. FIELD OBSERVATION AND TESTING Field observations and density tests were performed by a representative of SCS &T during the backfill operations. The density tests were taken according to ASTM D 1556 -00 (sand cone) and D 2922 -96 (nuclear gauge). The results of these tests are shown on Plate Nos. 3 through 10. The accuracy of the in -situ density test locations and elevations is a function of the accuracy of the 0 Rudolph Sletten General Contractors February 18, 2002 Oakcrest Community and Senior Center SCS& T No. 0011136 -3 Page 4 survey control provided by other than SCS &T representatives. Unless otherwise noted, their locations and elevations were determined by pacing and hand level methods and should be considered accurate only to the degree implied by the method used. As used herein, the term "observation" implies only that we observed the progress of work we were involved with, and we also performed field density tests, which in conjunction with our observation was the basis for our opinion as to whether the work was performed in substantial conformance with the geotechnical recommendations and the requirements of the applicable agencies. 3. LABORATORY TESTS Maximum dry density determinations were performed on representative samples of the soils used in the compacted fills according to ASTM D 1557 -00, Procedure A, B and C. Procedure A is used when the soil contains 20 percent or less by weight of material retained on the #4 sieve. This procedure specifies that a 4 -inch diameter cylindrical mold of 1/30 cubic foot volume be used and that the soil tested be placed in five equal layers with each layer compacted by 25 blows utilizing a 10 -pound hammer with an 18 -inch drop. Procedure B is used when the soil contains more than 20 percent by weight of material is retained on the #4 sieve and 20 percent or less by weight of material retained on the 318 -inch sieve. This procedure specifies that a 4 -inch diameter cylindrical mold of 1/30 cubic foot volume be used and that the soil tested be placed in five equal layers with each layer compacted by 25 blows utilizing a 10 -pound hammer with an 18 -inch drop. Procedure C is used when the soil contains more than 20 percent by weight of material is retained on the 3/8 -inch sieve and less than 30 percent by weight is retained on the 3/4 -inch sieve. This procedure specifies that a 6 -inch diameter cylindrical mold of 1/13 cubic foot volume be used and that the soil tested be placed in five equal layers with each layer compacted by 56 blows utilizing a 10 -pound hammer with an 18- inch drop. The results of these tests, presented on Plate No. 10, were used in conjunction with the field density tests to determine the degree of relative compaction of the compacted fill. 4. CONCLUSIONS Based on our field observations and the in -place density test results, it is the opinion of SCS &T that the grading work observed was performed substantially in accordance with the recommendations contained in the referenced geotechnical reports, the City of Encinitas Grading Ordinance, the grading and improvement plans, and the Uniform Building Code. Remaining work is described in Section 1.7. 5. LIMITATIONS This report covers only the services performed between September 27, 2000 and November 26, 2001. As limited by the scope of the services that we agreed to perform, our opinion presented Rudolph Sletten General Contractors February 18, 2002 Oakcrest Community and Senior Center SCSB T No. 0011136 -3 Page 5 herein is based on our observations and the relative compaction test results. Our service was performed in accordance with the currently accepted standard of practice and in such a manner as to provide a reasonable measure of the compliance of the grading and backfill operations with the job requirements. No warranty, express or implied, is given or intended with respect to the services which we have performed, and neither the performance of those services nor the submittal of this report should be construed as relieving the contractor of his responsibility to conform with the job requirements. Our services were generally performed on an "on -call' basis. Therefore, the in -place density tests performed by our field representative can only be construed as representative of the areas tested which are shown on the attached plates. If you have any questions after reviewing this report, please do not hesitate to contact this office. This opportunity to be of professional service is sii Respectfully submitted, SOUTHERN CALIFORNIA SOIL AND TESTING, Dale A. Binder Engineering Technician FO_ a:_ . (6) Addressee E� 6 U F- UV) zdm y \ z F o rI4 � o a� N � - — �m� w� rn y vim =�£ana ..... . . r 7 \4n _.)Vf. —� h" rT � ° Yi\ ✓''` iii \ • i ( 4,k/ v p � I y � U a _ \..... ,, p �. �t� ji yet { i� � � � � � � � -,' � � � "� `� � � �" . �� , "C���". ,� � � � J ��, � ✓/ a aj �A �p�+ o-r, _`jag. 1 3 } 4E S9 K +1 err N i s tF «5t "FN11 yI�,F u } JOB NAME: Oakcrest Park JOB NUMBER: 0011136 I IN -PLACE DENSITY TESTS I TEST ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. NO DATE LOCATION (feet MSL) (percent) (p.c.f.) TYPE (percent) RETAINING WALL BACKFILL RW1 12/29/00 Keyline wall north of gym 372.0 10.6 116.5 1 91.2 RW2 12/29/00 Keyline wall north of gym 372.0 10.1 115.5 1 90.4 RW3 12/29/00 Keyline wall north of gym 372.0 13.3 116.9 1 91.5 RW4 1/2/01 Keyline wall north of gym 373.0 10.6 116.7 1 91.4 RW5 112101 Keyline wall north of gym 373.0 8.9 116.5 1 91.2 RW6 1/2/01 Keyline wall north of gym 373.0 10.7 115.3 1 90.3 RW7 1123101 SW retaining wall, parking area 368.0 10.3 116.1 3 90.5 RW8 1/23/01 SW retaining wall, parking area 368.0 9.6 117.8 3 91.8 RW9 1/23/01 SW retaining wall, parking area 368.0 10.8 116.3 3 90.6 RW10 1124/01 SW parking retaining wall 369.0 9.1 118.4 3 92.3 RW11 1/24/01 SW parking retaining wall 369.0 9.0 118.7 3 92.5 RW12 1/24/01 SW parking retaining wall 370.0 12.5 116.5 3 90.8 RW13 1124/01 SW parking retaining wall 370.0 10.3 117.2 3 91.3 RW 14 1124/01 E end of S gym wall 372.0 12.6 116.1 3 90.5 RW15 1/24/01 E end of S gym wall 371.0 10.9 116.5 3 90.8 RW16 1/25/01 E end of S gym wall 373.0 8.5 105.4 3 82.2 RW17 1/25/01 E end of S gym wall 372.0 6.8 108.7 3 84.7 RW18 1126/01 RETEST OF RW16 373.0 10.1 115.7 3 90.2 RW19 1/26/01 RETEST OFRW77 372.0 8.2 118.6 3 92.4 RW20 1/26/01 E end of S gym wall 375.0 9.1 116.5 3 90.8 RW21 1/26101 E end of S gym wall 375.0 8.5 118.9 3 92.7 RW22 1/26/01 E end of S gym wall 376.0 7.9 115.9 3 90.3 RW23 1129/01 S end of E gym wall 372.0 10.2 121.6 3 94.8 RW24 1/29/01 S end of E gym wall 372.0 10.3 122.0 3 95.1 RW25 1/30101 S end of E gym wall 373.0 8.4 120.2 3 93.7 RW26 1/30/01 S end of E gym wall 374.0 7.3 117.4 3 91.5 RW27 1/30/01 S end of E gym wall 375.0 9.3 116.8 3 91.0 RW28 1/30/01 S end of E gym wall 375.0 10.2 117.2 3 91.3 RW29 1130/01 wall on N end of jobsite 365.5 11.4 118.6 3 92.4 RW30 1/30/01 Wall on N end of jobsite 367.0 11.1 117.7 3 91.7 RW31 1/30/01 Wall on N end of jobsite 368.0 9.5 116.0 3 90.4 RW32 1/30/01 SE end of RW in parking lot 363.0 11.1 120.0 3 93.5 RW33 1130/01 SE end of RW in parking lot 363.0 10.0 115.6 3 90.1 RW34 1/31101 Wall on N end of jobsite 369.0 10.5 118.5 3 92.4 RW35 1/31/01 Wall on N end of jobsite 368.0 10.6 118.6 3 92.4 RW36 1/31/01 Wall on N end of jobsite 367.0 8.0 117.5 3 91.6 RW37 1/31/01 Wall on N end of jobsite 369.0 10.0 117.2 3 91.3 RW38 1131/01 Wall on N end of jobsite 371.0 9.8 119.2 3 92.9 RW39 1/31/01 S half of most southern wall, pkg lot 363.0 10.4 115.7 3 90.2 RW40 1/31/01 S half of most southern wall, pkg lot 363.0 8.5 116.1 3 90.5 RW41 1131/01 S half of most southern wall, pkg lot 364.0 7.9 126.1 3 98.3 RW42 1131/01 S half of most southern wall, pkg lot 364.0 7.1 124.4 3 97.0 RW43 1/31101 Section of wall on NW corner of site 364.0 9.0 117.9 3 91.9 RW44 1/31101 Section of wall on NW comer of site 363.0 8.8 118.9 3 92.7 RW45 1/31/01 Section of wall on NW corner of site 364.0 8.5 122.9 3 95.8 RW46 1/31/01 Section of wall on NW comer of site 365.0 8.6 116.5 3 90.8 RW47 1131/01 Section of wall on NW corner of site 366.0 9.1 122.1 3 95.2 RW48 1/31/01 section of wall on NW corner of site 366.0 8.7 121.8 3 94.9 RW49 211/01 RW on parking lot 370.5 9.7 117.7 3 91.7 PLATE NO. 3 JOB NAME: Oakcrest Park JOB NUMBER: 0011136 I IN -PLACE DENSITY TESTS TEST ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. NO DATE LOCATION (feet MSL) (percent) (p.c.f.) TYPE (percent) RW50 211101 RW on parking lot 371.0 10.4 116.0 3 90.4 RW51 2/1/01 RW on parking lot 372.0 9.2 116.2 3 90.6 RW52 2/1/01 RW on parking lot 366.0 12.2 117.3 3 91.4 RW53 2/1/01 RW on parking lot 366.0 11.7 122.2 3 95.2 RW54 2/2/01 Outsite perimeter, parking lot wall 371.0 8.0 118.6 3 92.4 RW55 2/2/01 Outsite perimeter, parking lot wall 370.0 7.2 117.3 3 91.4 RW56 2/2101 Outsite perimeter, parking lot wall 371.0 8.1 116.9 3 91.1 RW57 2/2/01 Outsite perimeter, parking lot wall 369.0 8.9 118.2 3 92.1 RW58 212/01 Outsite perimeter, parking lot wall 368.0 9.4 117.8 3 91.8 RW59 2001 Outsite perimeter, parking lot wall 368.0 10.7 119.2 3 92.9 RW60 2/5/01 N wall on parking lot 372.0 9.6 116.9 3 91.1 RW61 215/01 N wall on parking lot 372.0 8.5 117.9 3 91.9 RW62 2/5/01 N wall on parking lot 372.0 7.1 116.6 3 90.9 RW63 2/6101 N wall on parking lot 372.0 8.5 120.5 3 93.9 RW64 216/01 N wall on parking lot 374.0 8.8 121.7 3 94.9 RW65 2 /6 /01 N wall on parking lot 374.0 8.0 118.4 3 92.3 RW66 218101 S half of east gym wall 377.0 9.8 115.9 3 90.3 RW67 218/01 S half of east gym wall 377.0 10.4 117.4 3 91.5 RW68 2/9/01 E half of south gym wall 377.0 10.9 117.3 3 91.4 RW69 2/9/01 E half of south gym wall 377.0 9.7 118.1 3 92.0 RW70 2/9/01 S half of east gym wall 379.0 10.4 115.8 3 90.3 RW71 219101 S half of east gym wall 379.0 10.2 117.8 3 91.8 RW72 2/9/01 E half of south gym wall 379.0 9.2 120.7 3 94.1 RW73 219101 E half of south gym wall 379.0 8.9 117.1 3 91.3 RW74 219101 S half of east gym wall 381.0 8.2 116.7 3 91.0 RW75 219/01 S half of east gym wall 381.0 9.9 120.7 3 94.1 RW76 2/12/01 S half of east gym wall 382.0 10.8 115.6 3 90.1 RW77 2/12/01 S half of east gym wall 382.0 9.2 116.4 3 90.7 RW78 2/12/01 E half of south gym wall 380.0 9.1 119.6 3 93.2 RW79 2/12/01 E half of south gym wal 382.0 8.9 116.4 3 90.7 RW80 2/12/01 N half of east gym wall 372.0 7.2 116.2 3 90.6 RW81 2/12101 N half of east gym wall 374.0 10.1 118.1 3 92.0 RW82 2/12/01 N half of east gym wall 376.0 11.7 116.2 3 90.6 RW83 2/12101 N half of east gym wall 378.0 10.8 117.2 3 91.3 SEWER S1 11/2/00 Line A, Sta 5 +00 370.0 9.9 119.5 2 92.1 S2 11/2/00 Line B, Sta 4 +60 370.0 11.6 117.2 2 90.4 S3 11/2100 Line C, Sta 4 +30 370.0 10.8 117.3 2 90.4 S4 11/2/00 Line C, Sta 3 +90 370.0 11.2 118.6 2 91.4 S5 11 /2 /00 Line D, Sta 3 +60 369.0 10.0 117.0 2 90.2 S6 11/2100 Line D, Sta 3 +00 367.0 9.8 118.1 2 91.1 S7 11/2/00 Line E, Sta 3 +50 367.0 11.8 118.2 2 91.1 S8 1112/00 Line E, Sta 3 +10 370.0 13.6 117.7 2 90.7 S9 11/2/00 Line F, Sta 2 +55 366.0 12.6 117.1 2 90.3 S10 11/2/00 Line F, Sta 2 +10 365.0 12.2 118.3 2 91.2 S11 11/2/00 Line F, Sta 1 +70 366.0 8.7 118.6 2 91.4 S12 11/2/00 Line F. Sta 1 +30 363.0 9.0 118.1 2 91.1 PLATE NO. 4 JOB NAME: Oakcrest Park JOB NUMBER: 0011136 I IN -PLACE DENSITY TESTS j TEST ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. NO DATE LOCATION (feet MSL) (percent) (P.c.f.) TYPE (percent) STORM DRAIN SD1 9/27/00 Southernmost SD Section 364.0 7.8 116.3 4 90.8 SD2 9/27/00 Southernmost SD Section 359.0 9.0 117.1 4 91.4 SD3 9128/00 Southernmost SD Section 355.0 9.3 118.6 4 92.6 SO4 9/28100 Southernmost SD Section 351.5 8.7 117.1 4 91.4 SD5 10/16/00 Northeast Sewer Drain 365.0 14.4 102.9 4 80.3 SD6 10/16/00 Northeast Sewer Drain 365.0 14.7 99.9 4 78.0 SD7 10/16/00 Northeast Sewer Drain 361.0 8.4 116.4 4 90.9 SD8' 10/16/00 RETEST OF SD5 AND SD6 365.0 7.9 1172 4 91.5 SD10 10/16/00 Northeast SD 367.0 8.8 118.0 4 92.1 SD11 10/16/00 SD, NE comer of mid - property 369.0 8.7 117.6 4 91.8 SD12 10/16/00 SD, NE comer of mid - property 367.0 8.8 119.1 4 93.0 SD13 10/16/00 SO, NE corner of mid - property 367.0 8.9 116.9 4 91.3 SD14 10/16/00 SO, mid - property 369.0 7.8 115.4 4 90.1 SD15 10/16/00 SD, mid - property 361.0 8.2 116.3 4 90.8 SD16 10/16/00 SD, mid - property 363.0 8.4 117.4 4 91.6 SD17 10/16/00 SD, mid - property 365.0 8.3 116.0 5 91.7 SD18 10/16100 SD, mid - property 361.0 8.8 118.1 5 93.4 SD19 10/16/00 SO, mid - property 361.0 8.7 121.7 5 96.2 SD20 10/16/00 SO, mid - property 366.0 9.1 115.6 5 91.4 SD21 10/17/00 S of western portion of bldg 368.5 9.4 116.5 3 90.8 SD22 10/17/00 S of western portion of bldg 371.0 12.2 116.9 3 91.1 SD23 10/17/00 S of western portion of bldg 368.0 13.6 115.5 3 90.0 SD24 10/17/00 S of western portion of bldg 370.0 10.2 116.1 3 90.5 SD25 10/17100 Easternmost driveway 369.0 11.9 116.1 3 90.5 SD26 10/17/00 Easternmost driveway 371.0 10.9 117.1 3 91.3 SD27 10/19/00 Mid - property, W side, 24' SD 361.0 8.8 114.1 5 90.2 SD28 10/19/00 Mid - property, W side, 24' SD 359.0 8.9 116.4 5 92.0 SD29 10/19/00 Mid - property, W side, 24' SD 361.0 9.4 122.6 5 96.9 SD30 10/19/00 Mid - property, W side, 24' SD 360.5 9.5 123.7 5 97.8 SD31 2/16/01 North SD 372.0 9.8 119.6 2 92.2 SD32 2/16/01 North SD 372.5 9.4 121.6 2 93.8 SD33 2/16101 North SD 373.0 10.0 120.6 2 93.0 SD34 2/16/01 North SD 374.5 9.7 120.6 2 93.0 SD35 2/21101 Northwest SD 370.5 8.9 113.6 2 87.6 SD36 2121101 Northwest SD 369.0 9.7 120.2 2 92.7 SD37 2/21/01 Northwest SD 367.0 11.7 118.8 2 91.6 SD38 2/21/01 RETEST OF 35 370.0 12.5 117.0 2 90.2 SD39 2/22/01 Northwest SD 367.0 10.6 117.6 2 90.7 SD40 2122101 Northwest SD 369.0 9.5 117.0 2 902 SD41 2122101 Lateral into Box 369.0 10.9 117.0 2 90.2 SD42 2/22/01 Lateral into Box 369.0 10.8 118.4 2 91.3 SD43 2/22/01 Lateral into Box 364.0 9.8 118.9 2 91.7 SD44 2122101 Lateral into Box 366.0 9.7 120.3 2 92.8 SD45 11/26/01 SW corner of site 97.0" 9.8 125.8 2 97.0 SD46 11/26/01 SW corner of site 99.0" 10.2 123.6 2 95.3 'test number SD9 not used "assume elevation at top of curb 100.0 PLATE NO. 5 JOB NAME: Oakcrest Park JOB NUMBER: 0011136 IN -PLACE DENSITY TESTS TEST ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. NO DATE LOCATION (feet MSL) (percent) (p.c.f.) TYPE (percent) WATER W1 10/10/00 South side parking lot 362.5 4.2 89.4 8 69.4 W2 10/10 /00 South side parking lot 364.0 11.5 121.6 4 94.9 W3 10/10/00 Middle of parking lot 368.0 5.3 93.2 8 72.4 W4 10111/00 RETEST OF W1 362.5 7.1 117.4 8 91.1 W5 10111/00 RETEST OF W3 368.0 7.8 120.0 8 93.2 W6 10/12/00 Middle of pad 368.0 7.7 119.9 8 93.1 W7 10112/00 Middle of pad 366.5 10.7 118.3 4 92.3 W8 10 116 /00 Middle of pad 372.5 8.6 115.4 4 90.1 JOINT TRENCH JT1 10117/00 West of south pad 372.0 9.0 116.8 5 92.3 JT2 10/17 /00 West of middle pad 374.0 8.7 116.1 5 91.8 JT3 10/17/00 West of north pad 375.5 10.6 117.6 5 93.0 JT4 10/18/00 East of slope 364.0 12.6 115.5 5 91.3 JT5 10118100 East of slope 366.0 11.0 114.9 5 90.8 JT6 10 /18/00 Within slope 360.0 11.3 115.1 5 91.0 JT7 10/18/00 Within slope 356.0 10.7 117.4 5 92.8 CURB & GUTTER SUBGRADE CGS1 5/31/01 SW parking area Subgrade 6.1 124.6 2 961 CGS2 5131/01 SW parking area Subgrade 5.3 123.6 2 95.3 CGS3 5/31/01 SW parking area Subgrade 10.8 123.5 2 95.2 CGS4 5/31101 SW parking area Subgrade 9.2 1273 2 98.1 CGS5 5131/01 SW parking area Subgrade 5.4 123.6 2 95.3 CGS6 5/31/01 SW parking area Subgrade 7.3 124.5 2 96.0 CGS7 5/31/01 SW parking area Subgrade 8.5 124.0 2 95.6 CGS8 5/31/01 SW parking area Subgrade 7.6 124.4 2 95.9 CGS9 6/1101 NW end of parking area Subgrade 8.7 123.6 2 95.3 CGS10 6/1/01 NW end of parking area Subgrade 8.9 128.3 2 98.9 CGS11 6/4/01 NW portion of lot. W of bldg Subgrade 6.9 124.3 2 95.8 CGS12 6/4/01 NW portion of lot, W of bldg Subgrade 7.1 123.5 2 952 CGS13 6/4/01 NW portion of lot, W of bldg Subgrade 8.2 125.8 2 97.0 CGS14 6/6/01 Small island, lower lot Subgrade 7.5 125.1 3 97.5 CGS15 6/6/01 Small island, lower lot Subgrade 4.1 124.3 3 96.9 CGS16 616/01 Small island, lower lot Subgrade 3.6 122.4 3 95.4 CGS17 6/6/01 South side, lower lot Subgrade 6.5 125.9 3 98.1 CGS18 6/6/01 Large island, lower lot Subgrade 5.3 127.5 3 99.4 CGS19 6/6101 Large island, lower lot Subgrade 4.9 122.5 3 95.5 CGS20 616/01 Large island, lower lot Subgrade 4.0 123.4 3 96.2 CGS21 6/6101 North side of lower lot Subgrade 7.8 126.7 3 98.8 CURB & GUTTER BASE CGB1 6/1/01 SW parking area Base 5.2 127.3 B1 96.4 CGB2 6/1/01 SW parking area Base 4.2 127.7 131 96.7 CGB3 6/6/01 Western side of parking lot Base 2.8 127.5 B1 96.6 CGB4 6/6/01 Western side of parking lot Base 2.7 126.3 B1 95.7 CGB5 616/01 Small island, lower lot Base 3.4 127.2 B1 96.4 CGB6 6/6/01 Larger island, lower lot Base 3.1 125.4 81 95.0 CG67 6/6/01 Larger island, lower lot Base 3.3 126.6 81 95.9 CGS8 6/6/01 Upper lot, second from E Base 3.5 126.8 81 96.1 PLATE NO. 6 JOB NAME: Oakcrest Park JOB NUMBER: 0011136 IN -PLACE DENSITY TESTS TEST ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. NO. DATE LOCATION (feet,MSL) (percent) (p.c.f.) TYPE (percent) CGB9 6/6/01 Upper lot, second from E Base 4.7 125.9 Bt 95.4 CGB10 6/6/01 Upper lot, second from E Base 4.7 126.9 B1 96.1 CGB11 6/7/01 Upper lot, east island Base 7.3 126.9 61 96.1 CGB12 6/7/01 Upper lot, east island Base 7.2 128.7 B1 97.5 CGB13 6/7/01 Upper lot, east island Base 5.9 125.4 Bt 95.0 CG814 6/7/01 Lower lot, west side Base 6.7 126.8 Bt 96.1 CGB15 6/7/01 Lower lot, small island Base 7.0 126.8 61 96.1 CGB16 6/7/01 Lower lot, larger island Base 5.8 126.4 B1 95.8 CGB17 6/12/01 Small island on entrance Base 6.8 127.2 B1 96.4 CGB18 6/12/01 Small island on entrance Base 7.2 128.0 B1 97.0 CGB19 6/12/01 Small island on entrance Base 6.5 127.9 B1 96.9 CGB21' 9111/01 Parking structure Base 2.5 106.3 B1 80.5 CGB22 9/11/01 RETEST OF CGB21 Base 5.7 126.0 B1 95.5 CG823 9111101 Parking structure Base 6.1 126.7 B1 96.0 "test number CGB20 not used SIDEWALK SUBGRADE SWSG1 9/28/01 Front of building Subgrade 9.3 122.7 3 95.6 SWSG2 9/28/01 North side of building Subgrade 8.7 125.8 3 98.1 SWSG3 9/28/01 East side of building Subgrade 9.8 126.2 3 98.4 SWSG4 9/28/01 East side of building Subgrade 7.9 123.5 3 96.3 SWSG5 9/28101 East side of building Subgrade 8.4 125.1 3 97.5 SWSG6 9128/01 South side of building Subgrade 8.9 124.6 3 97.1 SWSG7 9/28/01 Front of building Subgrade 9.4 123.8 3 96.5 SWSG8 9128/01 South side of building Subgrade 9.0 124.0 3 96.6 SWSG9 9/28/01 Southeast of parking lot Subgrade 8.1 125.5 3 97.8 SWSG10 9128 /01 Southeast of entrance Subgrade 7.6 123.2 3 96.0 SWSG11 1015101 Walkway at island Subgrade 7.7 124.1 3 96.7 SWSG12 10/5/01 Staircase at island Subgrade 8.6 123.3 3 96.1 SWSG13 10/5/01 Behind building Subgrade 7.9 122.4 3 95.4 SWSG14 10/5101 Behind building Subgrade 7.0 123.8 3 96.5 SUBGRADE SG1 212101 Parking Lot, Main Rd, Sta 0 +30 Subgrade 9.1 121.6 5 96.1 SG2 2/2/01 Parking Lot, Main Rd, Sta 0 +70 Subgrade 10.0 120.5 5 95.3 SG3 2/2/01 Parking Lot, Main Rd, Sta 1 +20 Subgrade 9.9 121.8 5 96.3 SG4 2/2/01 Parking Lot, Main Rd, Sta 1 +70 Subgrade 10.3 121.3 5 95.9 SG5 212/01 Parking Lot, Main Rd, Sta 2 +30 Subgrade 8.0 123.6 5 97.7 SG6 2/2/01 Parking Lot. Main Rd, Sta 2 +75 Subgrade 8.9 122.8 5 97.1 SG7 2/2/01 Parking Lot, Main Rd, Sta 3 +20 Subgrade 8.9 121.1 5 95.7 SG8 2/2/01 Parking Lot, Main Rd, Sta 3 +70 Subgrade 9.3 121.7 5 96.2 SG9 2/2/01 Parking Lot, Main Rd, Sta 4 +35 Subgrade 8.8 122.5 5 96.8 SG10 2/2101 Parking Lot, Main Rd, Sta 4 +80 Subgrade 10.2 120.8 5 95.5 SG11 2/5/01 Parking Lot, Main Rd, Sta 0 +00 Subgrade 9.2 121.6 5 96.1 SG12 6 /28 /01 PCC Section in Upper Lot Subgrade 5.6 122.3 1 95.8 SG13 6128101 PCC Section in Upper Lot Subgrade 8.9 121.3 1 95.0 SG14 7/13101 Parking Lot Subgrade 9.5 126.0 3 98.2 SG15 7/13101 Parking Lot Subgrade 9.9 125.7 3 98.0 SG16 7113/01 Parking Lot Subgrade 9.0 126.1 3 98.3 SG17 7/13/01 Parking Lot Subgrade 10.8 125.2 3 97.6 SG18 7113/01 Parking Lot Subgrade 10.6 124.5 3 97.0 PLATE NO. 7 JOB NAME: Oakcrest Park JOB NUMBER: 0011136 I IN -PLACE DENSITY TESTS I TEST ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. NO. DATE LOCATION (feet,MSL) (percent) (p.c.f.) TYPE (percent) SG19 7113/01 Parking Lot Subgrade 9.1 126.3 3 98.4 SG20 7/13/01 Parking Lot Subgrade 10.0 125.0 3 97.4 SG21 7/13/01 Parking Lot Subgrade 10.3 124.9 3 97.3 SG22 7/13/01 Parking Lot Subgrade 9.8 126.6 3 98.7 SG23 7/13/01 Parking Lot Subgrade 10.1 125.8 3 98.1 SG24 7/18/01 4th Level Parking Lot Subgrade 6.3 122.8 3 95.7 SG25 7/18/01 4th Level Packing Lot Subgrade 6.7 125.1 3 97.5 SG26 7 /18/01 4th Level Parking Lot Subgrade 6.9 121.9 3 95.0 SG27 7/19/01 5th Level Parking Lot Subgrade 6.5 122.3 3 95.3 SG28 7/19/01 5th Level Parking Lot Subgrade 7.1 122.6 3 95.6 SG29 7119/01 5th Level Parking Lot Subgrade 6.3 125.0 3 97.4 SG30 7/19/01 5th Level Parking Lot Subgrade 7.8 122.3 3 95.3 SG31 7/19/01 5th Level Parking Lot Subgrade 8.1 122.3 3 95.3 SG32 7/24/01 Gym Ramp, Top Section Subgrade 8.6 122.0 4 95.2 SG33 7/24/01 Gym Ramp, Bottom Section 366.0 8.9 122.3 4 95.5 SG34 7/24/01 Gym Ramp, Bottom Section 368.0 3.7 128.0 6 96.7 SG35 7/24/01 Gym Ramp, Bottom Section 370.5 3.6 126.2 6 95.3 SG36 11/6/01 Parking Lot, North End 366.0 9.5 122.4 3 95.4 SG37 11/6/01 Parking Lot @ Middle Section 368.0 7.0 122.1 3 95.2 SG38 11/6/01 Parking Lot @ SE Corner 372.0 10.9 123.9 3 96.6 SG39 11/6/01 Parking Lot SW Corner 367.5 8.5 123.4 3 96.2 SG40 1116/01 Parking Lot North of Building 371.5 7.2 122.9 3 95.8 SG41 11/6/01 Parking Lot North of Building 374.0 10.1 122.6 3 95.6 SG42 11/6101 Parking Lot North of Building 375.0 8.4 122.7 3 95.6 SG43 1116101 Parking Lot North of Building 375.5 7.2 123.5 3 96.3 SG44 11/6/01 Parking Lot North of Building 375.0 11.5 122.9 3 95.8 SG45 11/6/01 Parking Lot West of Building 375.0 7.9 124.4 3 97.0 BASE B1 7/18/01 Southwest corner Lot Base 3.6 127.8 B1 96.8 62 7/18/01 2nd Level Lot Base 4.0 125.5 B1 95.1 B3 7/18101 3rd Level Lot Base 4.8 127.6 B1 96.7 B4 7/23/01 Parking Stalls in Lower Pkg Lot Base 6.6 126.2 61 95.6 B5 7/23/01 Parking Stalls in Lower Pkg Lot Base 8.1 128.1 B1 97.0 B6 7123/01 Parking Stalls in Lower Pkg Lot Base 7.3 126.1 B1 95.5 B7 7123101 Parking Stalls in Lower Pkg Lot Base 6.9 127.0 B1 96.2 B8 7/23/01 Parking Stalls in Lower Pkg Lot Base 8.0 127.8 B1 96.8 B9 7/23101 Parking Stalls in Lower Pkg Lot Base 7.7 126.4 B1 95.8 B10 7/23101 Parking Stalls in Lower Pkg Lot Base 6.9 128.2 81 97.1 B11 7/23101 Parking Stalls in Lower Pkg Lot Base 7.5 127.7 B1 96.7 B12 7/23/01 Parking Stalls in Lower Pkg Lot Base 6.3 126.5 B1 95.8 B13 7/24/01 Lower Parking Lot Base 4.4 127.4 Bt 96.5 814 7/24/01 Lower Parking Lot Base 3.1 125.9 B1 95.4 B15 7124/01 Lower Parking Lot Base 4.8 123.4 81 93.5 B16 7/24101 Lower Parking Lot Base 4.6 126.5 Bt 95.8 B17 7/24101 Lower Parking Lot Base 6.3 129.3 B1 98.0 B18 7/24/01 Lower Parking Lot Base 3.4 128.6 B1 97.4 B19 7/24101 Lower Parking Lot Base 3.8 127.2 B1 96.4 B20 7/24/01 Lower Parking Lot Base 4.9 127.3 Bt 96.4 B21 7/24/01 RETEST OF B15 Base 5.5 128.3 Bt 97.2 B22 7/24/01 Top Parking Lot Base 5.0 127.1 B1 96.3 PLATE NO. 8 JOB NAME: Oakcrest Park JOB NUMBER: 0011136 I IN -PLACE DENSITY TESTS I TEST ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. NO DATE LOCATION (feet MSL) (percent) (p.c.f.) TYPE (percent) B23 7124101 Top Parking Lot Base 5.5 126.2 B1 95.6 B24 7/24/01 Top Parking Lot Base 4.0 125.7 B1 95.2 B25 7/24/01 Top Parking Lot Base 4.9 128.5 B1 97.3 B26 7/24/01 Top Parking Lot Base 5.0 128.3 B1 97.2 B27 7/24/01 Top Parking Lot Base 2.9 117.9 131 89 -3 B28 7/24/01 Top Parking Lot Base 19 129.0 B1 97.7 B29 7/24/01 RETEST OF B27 Base 4.2 128.8 B1 97.6 630 7/24/01 Top Parking Lot Base 3.7 126.9 81 96.1 631 7/24101 Gym Ramp, Bottom Section Base 5.0 127.4 B1 96.5 832 7/25/01 Middle Parking Lot, See Plans Base 3.3 125.7 131 95.2 B33 7/25/01 Middle Parking Lot, See Plans Base 6.1 127.0 B1 96.2 B34 7/25/01 Middle Parking Lot, See Plans Base 4.1 127.4 Bt 96.5 B35 7/25/01 Middle Parking Lot, See Plans Base 5.0 126.9 B1 96.1 B36 7/25/01 Middle Parking Lot, See Plans Base 4.3 126.1 61 95.5 B37 7/25/01 Middle Parking Lot, See Plans Base 2.9 117.0 B1 88.6 B38 7/25/01 Middle Parking Lot, See Plans Base 3.8 127.3 B1 96.4 B39 7125/01 Middle Parking Lot, See Plans Base 4.9 129.2 B1 97.9 840 7/25/01 Middle Parking Lot, See Plans Base 3.5 128.5 B1 97.3 B41 7/25/01 Middle Parking Lot, See Plans Base 4.3 128.4 Bt 97.3 B42 7/25/01 Middle Parking Lot, See Plans Base 5.0 127.3 B1 96.4 B43 7/25101 RETEST OF B37 Base 4.5 125.5 B1 95.1 B44 7/27/01 Top Parking Lot Base 5.9 126.8 B1 96.1 B45 7/27/01 Top Parking Lot Base 5.5 127.1 B1 96.3 B46 11/8/01 Southwest Parking Base 8.7 127.8 62 96.8 847 11/8/01 Southwest Parking Base 9.1 129.7 B2 98.3 B48 11/8/01 Southwest Parking Base 7.9 131.2 B2 99.4 B49 11/8/01 Southwest Parking Base 8.8 129.0 B2 97.7 B50 11/8/01 Southwest Parking Base 9.7 130.2 B2 98.6 B51 11/8/01 North side Parking Base 8.7 129.7 B2 98.3 852 1118101 North side Parking Base 8.8 128.3 B2 97.2 B53 11/8/01 North side Parking Base 8.7 128.1 B2 97.0 B54 11/6/01 North side Parking Base 10.1 126.7 B2 96.0 B55 11/8/01 North side Parking Base 9.8 125.8 B2 95.3 856 11/8/01 North side Parking Base 9.1 127.3 B2 96.4 B57 11/8101 North side Parking Base 8.8 126.9 62 96.1 B58 11 /8 101 North side Parking Base 8.2 128.1 B2 97.0 B59 216/01 Parking Lot, Main Rd, Sta 4 +75 Base 8.1 126.3 B1 95.7 B60 2/6/01 Parking Lot, Main Rd, Sta 4 +40 Base 7.2 127.5 131 96.6 B61 2/6/01 Parking Lot, Main Rd, Sta 3 +75 Base 7.8 125.9 B1 95.4 B62 216/01 Parking Lot, Main Rd, Sta 3 +30 Base 9.2 125.5 B1 95.1 B63 2/6/01 Parking Lot, Main Rd, Sta 2 +60 Base 8.5 127.9 B1 96.9 664 2/6/01 Parking Lot, Main Rd, Sta 2 +20 Base 8.2 126.7 B1 96.0 B65 216/01 Parking Lot, Main Rd, Sta 1 +70 Base 7.6 128.1 81 97.0 866 2/6/01 Parking Lot, Main Rd, Sta 1 +30 Base 8.9 127.7 B1 96.7 B67 216/01 Parking Lot, Main Rd, Sta 0 +75 Base 8.4 128.5 81 97.3 668 2/6101 Parking Lot, Main Rd, Sta 0 +25 Base 8.0 125.6 B1 95.2 B69 216/01 Parking Lot, Main Rd, Sta 0 +00 Base 7.9 129.2 81 97.9 B70 6/29/01 Parking Lot, Concrete walk area Base 4.0 116.4 B1 88.2 B71 6/29/01 Parking Lot, Concrete walk area Base 3.7 117.5 Bt 89.0 B72 6129/01 RETEST OF B70 Base 6.8 126.5 B1 95.8 B73 6/29/01 RETEST OF B71 Base 7.7 125.8 61 95.3 PLATE NO. 9 JOB NAME: Oakcrest Park JOB NUMBER: 0011136 IN -PLACE DENSITY TESTS I TEST MAXIMt1M DENSITY AND OPTIMUM MOISTURE SUMMARY ASTM D1557 ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. NO DATE LOCATION (feet MSL) (percent) (p.c.f.) TYPE (percent) 874 11/26/01 Road, West of Property 95.0" 8.2 126.2 B1 95.6 875 11/26/01 Road, West of Property 95.0" 7.9 127.5 Bt 96.6 B76 11/26/01 Road, West of Property 97.0" 8.3 126.8 B1 96.1 677 11/26101 Road, West of Property 97.0" 8.0 128.1 131 97.0 678 11/26/01 Road, West of Property 99.0" 7.8 127.1 B1 96.3 B79 11/26/01 Road, West of Property 99.0" 8.7 126.9 81 96.1 "assume elevation at top of curb 100.0 GRADING 142' 3/17/01 West of gym next to ramp 369.0 12.3 117.0 2 90.2 143 3/17/01 West of gym next to ramp 369.0 12.0 117.8 2 90.8 144 3/17101 West of gym next to ramp 371.0 12.1 117.5 2 90.6 145 3/17101 West of gym next to ramp 371.0 13.3 117.1 2 90.3 146 3/17/01 West of gym next to ramp 372.5 10.4 121.4 2 93.6 147 3/17101 West of gym next to ramp 372.5 11.8 118.5 2 91.4 'Tests 1 through 141 have been reported within report 0011136 -2 PLATE NO. 10 MAXIMt1M DENSITY AND OPTIMUM MOISTURE SUMMARY ASTM D1557 Soil Maximum Optimum Type Soil Description Density, pc f Moisture, % 1 Red Brown, Silty Sand 127.7 8.7 2 Dark Brown, Silty Sand 129.7 9.1 3 Red Brown, Silty Sand 128.3 9.0 4 Light Red - Brown, Silty Sand 128.1 7.5 5 Grey - Brown, Silty Sand 126.5 8.6 6 Olive- Brown, Silty Sand 132.4 7.3 7 Olive, Sand, trace Clay 127.4 9.1 8 Tan, Sand 128.8 7.1 B1 Class 2 Base 132.0 8.2 PLATE NO. 10 "410 C Structural Engineers, Inc. 3569 Fifth Avenue, Suite 100 San Diego, CA 92103 Tel. (619) 294 -6600 Fax: (619) 294 -6800 20- Apr -04 Stephanie Kellar City of Encinitas — Subdivision Engineering Department 505 S. Vulcan Avenue Encinitas, CA 92024 GALLERY PHASE HI Planning Case #: 99-088TM RE: STRUCTURAL PLAN REVIEW COMMENTS GENERAL INFO: Submit final review set to our office with the original redline set for final approval. MARK SHT NO. PLAN REVIEW COMMENT RESPONSE S -1 9 of 25 Provide engineering stamp and wet signature on all sheets and calculations by a California Registered Civil Engineer. S -2 16 of 25 Provide soils report Stamped /Signed by a CA Registered Geotechnical Engineer which addresses soil parameter assumptions used in the design and the overall global stability of the SRW. Revise all sheets that reference "Keystone" of 25 wall systems. S -4 2 of 25 Revise section 3 -3 arrow direction. S -5 9 of 25 Provide detail or correct reference on note # 4. S -6 10 of 25 Provide wall legend clearly indicating the type of wall block used. S -7 11 of 25 Correction - typo, see plan S -8 12 & 15 Add additional geogrid shown in calculation of 25 3 +09 - 4 +50 pg 12 of 12. S -9 14 & 15 Coordinate wall batter angle shown on of 25 drawings with value used in the calculations. S -10 15 of 25 Provide back -fill slope on drawings S -11 15 of 25 Justify 125psf surcharge load. Does this load account for truck loading (e.g. firetrucks)? S -12 15 of 25 Revise geogrid specified on drawings to match geogrid used in calculations. S -13 15 of 25 Coordinate elevations shown on section 2/W7 with wall elevations shown on elevation 21W3. S -14 16 & 25 of 25 Corrections to specifications - provide notes indicated. See markup sheets. S -15 21 of 25 Revise location or coordinate # of geogrids shown on section 131W16 with elevation 1/W 13 . S -16 24 of 25 Provide elevations for section 4/W16 and coordinate elevations on section 5/W16 with elevation 1/W11. S -17 24 of 25 Correct geogrid length to match wall elevation 1/W 11. Recording Requested By: Commonwealth Land Title Company When Recorded Return To: 101 Investors LLC 171 Saxony Road #206 Encinitas, CA 92024 Landscape Maintenance and Irrieation Agreement This Landscape Maintenance and Irrigation Agreement is made as of May 5, 2004, by 101 Investors, LLC, a California limited liability company (herein referred to as "Declarant "), with reference to the facts set forth below. Declarant is the owner of the real property located in the City of Encinitas, County of San Diego, State of California, described as: Parcels 1 through 3, inclusive of Parcel Map No. 19425, in the City of Encinitas, County of San Diego, State of California, according to Map thereof filed in the office of the County Recorder of San Diego County. Landscaping Installation: Owner(s) shall be required to install landscaping and irrigation on the off -site area pursuant to the exhibits attached to Approved Grading Plans (7732 -G) by the City of Encinitas. Maintenance or Landscaping: Each Owner shall be required to pay a pro rata share of the irrigation and maintenance cost of the subject area to maintain same in a clean and attractive condition, and in such fashion as not to create a fire or other hazard. Arbitration: In the event of a disagreement between Owners relative to this Agreement, disagreement shall be resolved through arbitration. The arbitration shall be conducted in San Diego County pursuant to the arbitration statutes of the State of California and any arbitration award may be enforced by any court with jurisdiction. Filing for arbitration shall be treated the same as filing in court for purposes of meeting any applicable statute of limitations or for purposes of filing a notice of pending action (lis pendens "). 101 Investors LLC, a California limited liability company Vance D. Campbell Jr. Managing Member f- LWV,'l Seim°& /.n ra w¢naJ —0 . - 1'ezo /L..F Tra MA, N Ft,'Q far& — - — - - -- 1 . 1 • I .: i. � ! tl� /Zcs�'a S /2j tr 70 Fl G.c fiC�2Gc= yu�Lsa.3T R�.SD � �OrJ � f.�di! IJCT t I�— 1� KPRS CONSTRUCTION SERVICES, INC. June 22, 2000 Aun.: Frank Jones RUDOLPH AND SLETTEN, INC. 4350 Executive Drive, Suite 301 San Diego, CA 92121 Re: Encinitas Community & Senior Center at Oakcrest Park KPRS's Project # 20041 Subject: Performance and Payment Bonds Frank: Enclosed are KPRS Construction Services' Performance and Payment Bonds. Do not hesitate to contact me should you have any questions. Sincerely, K]?RS Construction Services, Inc. Henri Duisters Project Manager Attachment File 451 West Lamben Road sale 200 Brea. CA 92821 phone: 714- 672 -0800 fax: 714. 6720871 Sent Ovemight 20041 -001 V I� 0e /19/00 MON 14:48 FAX 8584.._1861 HuOOLPH&SLETTEN SA, -EG BOND NO. 11119492152 PERFORMANCE BOND KNOW ALL PERSONS BY THESE PRESENTS: That ®004 WHEREAS, the City Council of the City of End i \s, {hereinafter referred to as CITYI on ,Tune 14, _ .2000 awarded to KPRS CONSTRUCTICk SERVICES, INC., PRINCIPAL) a contract which contract, dated Ihng, Prha designated h as �nno1 d .2.00 identified ea Powerhouse 9uildUnp, Project 98 -02, is hereby referred to and made a part hetmet; for the work described as fol a: construction of new fire station with associated site work, Project CFF 96A, located at 640 Balour dive, Encinitas. Cat 92024. WHEREAS, the PRINCIPAL IS required, under, the terms of the CONTRACT, to furnish a bond for the faithful Perform - ca of the CONTRACT. NOW THEREFORE, We, the PRINCIPAL, and THE AMERICAN INSURANCE COMPANY, as SURETY, an held and fully bound to the CITY In the panel sum of SEVEN - MILLION, THREE - HUNDRED- NINETY - FIVE - THOUSAND- DOLLARS & dia"00 fs -7 , 395, 000.00 I law ntoney of the Unhod States, for the payment of which sum wag and truly to be made, we bind ourselves, our Is, exeautora, administrators and sucCasscrs, Jontly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH THAT If the above bound PRINCIPAL, his or its hers, executors, edministra W, wccsaaora, or assigns, shall in all things stand to and abide by. and well and truly keep and perform the covenants, conditions and agreements in the CONTRACT, and any alteration thereof made as therein provided, on his or their pan, to be kept and performed at the same time end in the manner thertdn specified, and In all respams according to their we Intent and meaning, and shell Indemnify anal save harmless the CITY, its officers and agents, as therein stipulated, then this obligation shah become null and vold; otherwise, it shall be and remain in full force and effect- And the SURETY, for value received, hereby stipulates and agrees that no change, extension of time, alteration or add -lion to the terns of the CONTRACT or to the work to be performed thor"rder or the specifications accompanying the same shall In any wise affect its obligations on this bond, and It does hereby waive notice of any such change, extension to time, &iteration or addhlons to the terms of the CONTRACT or to the work or to the spedfications. As a pal of the obligation secured hereby and In addition to the face amount specified therefor, In the event suit is brought upon this bond by the CITY and Judgment Is recovered, the SURETY shall pay all costs Incurred by the CITY in such wit, Including reasonable artomeys' toss to be fixed try tiro Court, IN WITNESS WHEREOF one (1) Identical counterparts of this Instrument, each of which shall for ad purposoe be doomed an original thereof, have been duty executed by the PRINCIPAL and SURETY above - named, on the 1 4 r h day of June , 2000. KPRS CONSTRUCTIA SERVICES, INC. Dots: By: l 1 Project 06&43 ;1l, env es olc a6ea .`qi:q nn- o?-unr `54 /S BZQ vl/ °•N0nonH1SN00 SHdN :All lua! 08 /19 /UU NUN 14:47 FAX 866 .1881 RUDOLPNiSLETTEN S. IEG ® 00S NOTE: jai Signature of those • executing far SURETY must be Data; properly acknowledged. By: (bl The Attomey -In -fact mum attach a Certified copy of Power of Attorney Date: By: lAttach required acknowledgments.! BOND N0. 11119492152 THE AMERICAN INSURANCE COMPANY Surety 13 Jgne 14, 2.000 J mes C. Coneelio ATTORNEY -IN -FACT ACKNOWLEDGMENT OF SURETY STATE OF Florida } ae COUNTY OF Duval On this 14 It day of June , 2000, before me, Tom S. Lobrano, III , a notary public in and for Bald County and State, pareona(ly appeared SEAL1 James C.Congeli0 , known to me lot proved to me on the basis of sadafgctory evidence) to be the corooraton named as Surety In laid instrument, and acknowledged to me that [s/he] subscribed the name of said corporation rhmsto as Surety, and (his/herj own name la attomay -In -fact. NOTE: (e) Signature of those executing for Surety must be property acknowledged. 'Notary Public In and for the County of oval County , Fla. (bl The Attorney -In -fact must attach Florida a certified copy of Power of Attorney ��N1uru, State of CINNIM W �y Fuu0%; 00111 Of Ronda Milk" Oct. 30, 2002 %%� Projacc 06"1 r M 9/9 06ed `St :9 00-0?-unf `59LS 6ZS vtL is NON 99 'NOIizindiSNOD SHdA :AS lua`. 1'IRE.NIAN'S FUND INSURANCE, CONIPAN)' ,NA'I-IONALSURETY CORPORATION ASSOCLCI'LD INUEYIN11'1' CORPORATION T111C ANIERICAN INSURANCE' CONWAN1' ANILRICAN AUTONIODILE INSUR. \NCI: CO%NWANY GLNLRAI. VOW KR 0EA'I70RNE1 A NO%% ALI. MLN 111 TIIESE PRESENTS: Ilia, FIREMAN'S FUNU INSURANCE: COMPANY.. a Cal ifnmia cut poto,mn. NATIONAL SURLIY CORI.OWtT10N. an Illmo,• eorpora,ina. THE AMERICAN INSURANCE COMPANY. a New Icney corporation redontnuealed in Nehusla. ASSOCIATEU INULMNITY CORPORATION, a California corporation, and AMERICAN AUTOMOBILE INSURANCE COMPANY. a M,ssoun corrwaoon. (herein cnllenncly called ',he erovramcs"l does each hereby irrooll Ton S. Lobrano III, A. B. Lynch Jr., James C. Congelio, and Bradford W. Bush of Jacksonville, FL thnr true and lawful AdomeyW -in -Fan, will%lull power of aura a my hereby em &oed in their mmme. place auJ amaJ. to c>n wc. •test, ,I.ouwdNpc and deli•w .i od all huoal•. uuJenaklnes, recngniaumes or mhcr written obh,.4,;nns in Elm nature Imeoi -------------------- --- ---- --- --- ----- - - - - -- and to hind the Companies thereby as fully and to the same ca,ent at 11 .1116 hoed, .vcre signed by the President. scaled wish the curporatc seals of the Comp.mies and duly mteucd by the Companies' Secretary, hereby ratifying and confirming all 111M the said Aanrnev(+,n -Fact may do in the premix,. This power of attorney is granted under and by the authority of Anicic VII of the By -laws or FIREMAN'S FUND INSURANCE COMPANY. NATIONAL SURETY CORPORATION. THE AMERICAN INSURANCE COMPANY, ASSOCIATED INDEMNITY CORPORATION and AMERICAN AUTOMOBILE INSURANCE COMPANY which provisions are now in full force and effect. 71k power of auomey is signed and scaled under dm authority of the followinc Resolution adopted by d¢ Board of Directors of FIREMAN'S FUND INSURANCE COMPANY, NATIONAL SURETY CORPORATION. THE AMERICAN INSURANCE COMPANY, ASSOCIATED INDEAINrrY CORPORATION and AMERICAN AUTOMOBILE INSURANCE COMPANY at a meeting duly called and held, or by written consent, on the 19th day of Much. 1995, and said Resolution his not been amended or repelled: "RESOLVED, that the signature of any Vice- Pretic1cm. Assistant S=ctuy, and Resident Assistant Scercury of the Companies, and the seal of thhe Companies may be of 'zed or primed on my power of attorney, on any revocation of any power of attorney, or on any ecmficatc relating thereto, b facsimile, and any power of momcy, any revocation of any power of attorney, or c nifate beating such facsimile si.nalufe or facsimile seal shall valid and binding upon the Companies: IN W(TN SS WHEREOF, the Companies have caused these resents to be hies 0 (fay of December 1998 oi�d"O4r�� � r Y` cis �a . •�s Yrt.l VF STATE OF CALIFORNIA ss. COUNTY OF MA: signed by their Vice- President, and their corporate scsls to be h rata affixed FIREMAN'S FUND INSURAN ECOMPANY .^'^•••, NATIONALSURETY RPORATION HE AMERICAN INSU E COMPANY 3:`— • —:s_: SOCIATED INDEMN ORPORATION j5 a: c A LEr l 'ERIC AUTOMOBILE LNSU CE COMPANY i.a .r �!IryM1 YO `......"f By VN t-p aid.., On this 03 day of December , 1998 •bcforcmcpersonallycamc Harold N. Plarsh to me known• who, being by me duly sworn• did depose and say: that he is a Vice - President of each company described in and which executed the above instrument; that he knows the sots of the said Companies; that d%c seals affixed to the said instrument tae such company seals; that they were so afrixW by order of the Board of Directors of said companies and that he signed his name thereto by like order. IN WITNESS WHEREOF, 1 have heneumo set my hand and affixed my official real, the day and year hc¢in first above written. �\ L OCAMFO ,/ Commission' - cl;:o(6 z /[,}T,,, may, r' o' aL n Nolory Public - Cch;ornio ; YI //{`��Y /f� 1yA��u Mo:in County ., P.W. MYComm.Esa'es N TC STATE OF CALIFORNIA sz COUNTY OF MARIN 1, the undersigned, Resident Assistant Scercury of vch company. DO HEREBY CERTIFY that the foregoing and attached POWER OF ATTORNEY remains in full force and has not been rcvaked; and furthermore dial Article VII of the By -laws o(asch company, and the Resolution of the Board of Directors; set forth in the Power of Auomey, arc now in force Signed and scaled at the County of Mann. Dined the 1 4 t hsayer June . z n n n . e 'Amu, 2Wi y <r..d' ri- �" �s� 'cr ass s\ii ✓,p`f N s es" � •,,.,,..� `wer N '•ef •n `:.-' a.•:,.. w..�.�.., sR,.,.ra 36079 [.11.93 00/19/00 ■ON 14:44 PAZ 8584551861 RUDOLPH &S=EN SA,- DIEC Q002 BOND NO. 11119492152 PAYMENT BOND KNOW ALL PERSONS BY THESE PRESENTS: That WHEREAS. the City Councli of the City of Encinitas, ('CITY' harslnefter) oJnunel4, 2000 KPRS COPISTRUCT1�l ?; awarded SERVICES, INC.. I'PRINCIPAL' hereinafter) 4 CONTRACT for work described as follows: construction of new fire station with associated site work, Project CFF MA, ocated at 540 Belour Drive, Encinitas, CA 92024, WHEREAS, said PRINCIPAL Is required, In accordance with Chapter 5 Icommenekng at Section 32251 and Chapter 7 (corgi mencing at Section 3247), This 15, Part 4, Division 3 of the Califomia Civil Code to furnish a bond In connection with said contract ('CONTRACT' hereinafter). NOW THEREFORE. We, the PRINCIPAL and THE AMERICAN INSURANCE COMPANY, e• SURETY, are held and MNy bound to the CITY In the penal sum of SEVEN- MILLION, THREE - HUNDRED- NINETY - FIVE- THOUSANKLO'LARS AND N01100 If 7, 395 , 000 , 00 ) lawful money of the United States, for the payment 'of which sum wa!I and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, rwn* by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH THAT H PRINCIPAL PRINCIPAL's subcontractors, heirs, executors, administrators, successors, of aaslam shag fall to pay any of the persons named In Section 3181 of the California Clvll Code, or amounts due under the Unemployment Insurance Code with respect to work or labor performed under the CONTRACT, or for any amounts required to be deducted, withheld and paid over to the Stars of California Employment Development Departmem from the wages of employees of the PRINCIPAL and its Subcontractors pursuant to Section 13020 of the California Unemployment Insurance Code, with respect to such work and labor, the SURETY or Sureties will pay for the same, In an amount rat exceeding the sum hweinabcvs specified, and also, in case suit Is brought upon this bond, a reasonable attorney's fee, to be Toted by the Court. This bond shall inure m the benefit of any of the persons named in Section 3181 of the Calif omit Civil Coda, so `+ to give a right of action to such persons or their assigns In any suit brought upon this bond. It is further stipulated and agreed that the SURETY on this bond shall not be exonerated or released from the obligation of this bond by any change, extension of time for performance, addition, alteration or modification In, tin, or of any CONTRACT, plans, specifications, or agreement pertaining or relating to any scheme Or work of Improvement hersinabove described or pertaining or relating to the fumishing of labor, materials, or equipment therefor, nor by any change or modlRcation of any term, of payment or extsn"n of tine for any payment pertaining or relating to erry scheme or work of Improvement hereinabove descried, not by any rescission or attempted resciaabn of the CONTRACT, agreement, m bond, nor by any conditions precedent or subsequent in the blond site. dog to Umh the right of recovery of cishants otherwise ertthled to recover under any such CONTRACT or agreement under the bond, nor by any fraud practiced by any person other than the claimant seeking to recover on the bond anti that this bond be construed most strongly against the surety and In favor of ea persona for whose benefit such bony/ Is given, anti under no circumstance shall SURETY be released from Habghy to those for whose benefit such bond has been given, by reason of any breach of CONTRACT between the CITY and original CONTRACTOR or on the part of any Obliges named In such bond, but the sole conditions of recovery shag be that claimant is a person described In Section 3110 of the California CIW Code, and has not been paid the full amount of his claim and that SURETY does hereby wive notice of any such change, extension of time, addition, aheretlon or modification herein mentioned. Project. 06"2 ]. 10 NOV 12 C, afi,i �..in r.�.�-, ..�i. r.,,�- �.�n nn i_ „� �,i is •.(n iiin, 06/19/00 IIL4 14:45 FAX 850 .u1861 RUDOLPHASLETIEN S. )IEC ®003 .co� yr Mcrncuf- Vile instrument has been duty executed by the PRINCIPAL and SURETY above- named, on the 14th dayof June 2000 =01SEAL) INC., Date: By: THE AMERICAN INSURANCE COMPANY Surety NOTE: Sal Signature of those executing for SURETY must be Date: June ,1 4 000 pr6perty acknowledged. By; OQ (bl The Attorney -In -fact must attach a citified copy of Power of Attomey Date: Ju e J z D By ngelio (Include required acknowledgments.) Attorney -In -Fact ATTORNEY -IN -FACT ACKNOWLEDGMENT OF SURETY STATE OF Florida I COUNTY OF Duval ss On this �+ nom day of June , 2000, before me, Tom S. Lobrano, III , e notary public in and for Bald County and State, personally appeared James C. Congelio , known to me (or proved to me on the basis of satisfactory evidencal to be the corporation named as Surety in said instrument, and acknowledged to me that ts/haj subaerlbed the name of sold corporation thereto as Surety, and fhfs/herl own name as attomey -In -fact. NOTE: (ai Signature of those executing for Callot-o4yy � Surety must be properly acknowledged, _a Pub9 c In and for the County of Duval County, FIE tt (b) The Artomay- in•fact must aach a certified copy of Power of Attorney Florida 1�R 11MII7Erp IQ Stets of U110n)w afty F , State of Florida or clam tagfM Oct. 30, 1002 ft•. 11& CC 77M Project oiaU 9/b a6ed rt,L:8 Oo-OZ-unr Z `69LS 6ZS biL Is IfN s9 •NOI onuiSNOO S8dN :AB lua`• Fini :nlAN's FUND INSURANCI'. COMPANY NATIONAL SURETY CORPORATION ASSOCLCPED INDFAiNITY CORPORATION 1'llf' ANIERICAN INSURANCE COn91'ANl' An1ERICAN AUTOMOBILE. INSURANCE COrNIPANY G17NERAI.1'0\CICIt OFAITORNEI RNO%� ALI. MLN H TI IESE PRESENTS: ILat FIREMAN'S FUNU INSURANCE CONII', %NY, a California cwry+anrm. NATIONAL SURCI Y CORI'OR,,,TION. an IlLnon eo lwt ation. TIIC AMCHICAN INSURANCE COMPANY. a Ncw ler,cv eogwsrnttan rrdnmallcmad in NaMaska, ASSOCIATCU INUESINITY CORPORATION, a California corporation, and AMI RICAN AUTOMOBILE INSURANCE COMPANY. a Mssoun corr`u.00n• (bcrcin enllcaitcle called 'dm Cmnpart «)docsacllhcrcby,,PPoi'il Ton S. Lobrano III, A. B. Lynch Jr., James C. Congelio, and Bradford W. Bush of Jacksonville, FL 111111 .mc and lawful A,omcy(s)- in.Faat, with full power of authority Iw.'by mnlcn cd in lbnr rain[, place and elead. lac esecmc, •cd. xl.nuw'kdgc' W drin ci aa) owl all hand., midenalings. reeoguioncc, or other written obfig:ninnv in the nature dnrcal' ------------------ ---- --- -- ------ ----- - - - - -- and is hind the Companies thereby as fully and to the smut extent as if suclo lwmds were signed by the President. scaled with We eurpoote seat.. of the Companies and duly aueued by the Companies' Secretary, hereby ratifying and confirming all thin the . tad Atmrnev(+in -Fan nuv du in the premises. This power of attorney is granted under and by the amliority of Anicic VII of the By -laws of FIRCMAN'S FUND INSURANCE CO \IPANY. NATIONAL SURETY CORPORATION. TIfC AMERICAN INSURANCE COMPANY, ASSOCIATED INDEMNITY CORPORATION and AMERICAN AUTOMOBILE INSURANCE COMPANY which provisions are now in full force and effect. This power of attorney is signed and scaled under die authority of die following Resolution adopted by die Board or Directors of FIREMAN'S FUND INSURANCE COMPANY, NATIONAL SURELY CORPORATION, THE AMERICAN INSURANCE COMPANY. ASSOCIATED INDEMNMY CORPORATION and AMERICAN AUTOMOBILE INSURANCE COMPANY at a muting duly called and held, or by written consent, on the 19th day of Mach. 1995, and said Resolution has not been amended or repealed: - RESOLVED, that the signature of any Vice- President. Assistant Secretary, and Resident Assisunl Scamtary of the Companies, and the seal of the Companies may be affixed or printed on my power of attorney, on any revocation of any power of attorney, or on any unifieate relating thereto, b facsimile, and any power of atomey, any revocation of any power of atlomey, or unificam bearing such facsimile si-.n awre or facsi milt seal shall valid and binding upon the Companies.- IN WITN SS WHEREOF, the Companies have caused these reams to be mis 0 dayof,.� -•- December 1998 JCa�YCO X •AMC[ eof`t Lgr,t[•Cnaa STAT[ OF CALIFORNIA ss. COUNTY OF MARIN signed by their Vice- President• and tuir corporate cols to be h nto affiacd FIREMAN'S FUND INSURAt ECOMPANY .�' NATIONAL SURETY RPORATION HEAMERICAN INSU ECOMPANY f 3: `— • —' yV; SOCIATED INDEhIN ORPORAn s c w Lj6 ii {ERIC AlliVh1001LE INSUP CE COMPANY o By Li. On this 03 day of December . 1998 , be rare me personally came Harold N. Marsh -.11 to me known, who, being by me duly swom. did depose and say: that he is a Vice - President of each company, described in and which exeeurad We above instni.cm: that he knows the seals of the aid Companies; that the seals aM.cd to the said instrument are such company seals; that they were so affiscd by ardcr of the Dowd of Directors of said compWits and that he signed his name thereto by like order. IN SVITNC.SS WI{ERCOF, I have hcannto set my hand and affixed my official seal, the day and yw herein first above written. L OCAMPO A Commission 1163725 / /Nn,,, _ _ ,,,a.. Notary Pu51i� - Colilornio lV / {`'IIVV/IV /r /t"fY /1�� /A��IVI §' — Moan County MY Ctxnm. Ex,: esN TE STATE OF CALIFORNIA COUNTS' OF MAKIN u I, the undersigned, Resident Assistant Seaxury of aeh company, DO HEREBY CERTIFY that the foregoing and ruched POSTER OF ATTORNEY remains in full force and has not bun revoked; and furthermore tut AnicIt VII of the By -laws of each company. and the Resolution of the Boad of Directors: set forth in the Power of Attorney. me now in force. Signed and ceded at Use County of Main. Dated the 14th day,( June 2000 traETYr'_ �� 'cMa N.f r ��4I Mme" :% fen i,ro 1� Cf • • r '6Lw L;� /Y� Nary 360791.11 -95