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2005-9303 G (Plans)GENERAL NOTES 1. Ail work shall be done in accordance with these plans, the Standard Specifications for Public Works Construction, the Design and Construction Standards of the City of Encinitas, and the San Diego Area Regional Standard Drawings. Any changes or revisions therefrom shall be approved by the City Engineer prior to any request for inspection. 2• The Soils Report entitled "PRELIMINARY GEOTECHNICAL INVESTIGATION,_ Proposed Private Road, 887 Brittany Road, Leucadia, CA, prepared by Coast Geotechnical, dated April 1, 2005 shall be considered as a part of this Grading Plan. All grading shall be done in accordance with the recommendations and specifications contained in this report. 3. Approval of this plan does not constitute approval of sizes, location and type of drainage facilities, nor of improvements within street right -of -ways. Separate approvals and permits for these shall be required in conjunction with improvement plans. 4. Written permission shall be obtained for any off -site grading. 5. The Contractor shall take any necessary precautions required to protect adjacent properties during grading operations. Anything damaged or destroyed shall be replaced or repaired to the condition existing prior to grading. 6. The developer shall be responsible that any monument or benchmark which is disturbed or destroyed shall be re- established and replaced by a Registered Civil Engineer or a Licensed Land Surveyor 7. The Contractor shall design, construct and maintain all safety devices, including shoring, and shall be responsible for conforming to all Local, State and Federal Safety and health standards, laws and regulations. 8. Grading and equipment operating within one half (1/2) mile of a structure for human occupancy shall not be conducted between the hours of 5:30 p.m. and 7:30 a.m., nor on Saturdays, Sundays and City recognized holidays. 9. No grading operations shall commence until a pre - grading meeting has been held on -site with the following people present: City Inspector, Civil Engineer, Soils Engineer; Grading Contractor and Permittee. The pre - grading meeting shall be scheduled with the City at least 48 hours in advance by calling (760) 633 -2770 10. Prior to hauling dirt or construction materials to any proposed construction site within this project, the Developer shall submit to and receive approval from the City Engineer for the proposed haul route. The Developer shall comply with all conditions and requirements the City Engineer may impose with regards to the hauling operation. 11. Upon final completion of the work under the grading permit, but prior to final grading approval and/or final release of security, an As- Graded certification shall be provided stating: "The grading performed under Permit No. 9303 -G has been performed in substantial conformance with the approved Grading Plan or as shown on the attached As- Graded Plan ". This statement shall be followed by the date and signature of the Civil Engineer who certifies such grading operation. GRADING NOTES 1. All grading shall be observed and tested by a qualified Soils Engineer or under his /her direction. He/She shall observe and test the excavation placement and compaction of fills and back fills and compaction of trenches. He /She shall submit soils reports as required and will determine the suitability of any fill material. Upon completion of grading operations he/she shall state that observations and tests were made by him /her or under his /her supervision and that in his /her opinion, all embankments and excavations were constructed in accordance with the approved grading plans and that all embankments and excavations are acceptable for their intended use. 2. The Contractor shall properly grade all excavated surfaces to provide positive drainage and prevent ponding of water. He/She shall control surface water and avoid damage to adjoining properties or to finished work on the site and shall take remedial measures to prevent erosion of freshly graded areas until such time as permanent drainage and erosion control measures have been installed. 3. All areas to be filled shall be prepared to be filled and fill shall be placed in accordance with the Standard Specifications. All vegetable matter and objectionable material shall be removed by the Contractor from the surface upon which the fill is to be placed. loose fill and alluvial soils shall be removed to suitable firm natural ground. The exposed soils shall be scarified to a depth of 6" and then compacted to a minimum of 90 percent. It shall be the Contractor's responsibility to place, spread, water and compact the fill in strict accordance with the Specifications. 4. Cut and fili Slopes shall be cut and trimmed to finish grade to produce smooth surfaces and uniform cross sections. The slopes of excavations and embankments shall be shaped, Dlanted and trimmed as directed by the Engineer of Work and left in a neat and orderly condition. All stones, roots and other waste matter exposed or excavation or embankment slopes which are liable to become loosened shall be removed and disposed of. The toe and top of all slopes shall be rounded in accordance with the Grading Ordinance 5. All trees, brush, grass, and other objectionable material shall be collected. piled or otherwise Y disposed of off the site b the Contractor so as to leave the areas that have been cleared P with a neat and finished appearance free from unsightly debris Approval of location of debris fill shall be secured from the Soils Engineer and City Engineer prior to the disposal of any such material. SEE SHEET 4 FOR EROSION CONTROL NOTES AND DETAILS PLANNING AND BUILDING DEPARTMENT r 01/11 Z4VS NAME IATE REVISIONS �YI?GSL urrp,yl,� APPROVED SAN DIEGUITD WATER DISTRICT REVIEWED BY: Joa-- S124 /b c NAME DATE Approval Expires 2 Years after Date Signed DATE REFERENCES DATE SEWER NOTES I. LWD approval of these plans does not relieve the applicant, private engineer of work, or contractor from responsibility for the correction of errors and omissions discovered during or after construction. 2. All design, materials, and construction work shall conform to the Leucadia Water District LCWD SEWER STANDARDS and to the requirements of the STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) and the REGIONAL STANDARD DRAWINGS, most current editions. In the event of conflict, the LWD SEWER STANDARDS govern. 3. OSHA Safety Orders and OSHA Confined Space Entry Requirements shall be followed at all times without exception. 4. The Contractor shall have a copy of the sewer notes 2. & 3. documents on the job site at all times. 5. The contractor shall guarantee all work for a period of one year after the date of final acceptance by LWD and shall repair or replace any work that may prove defective in workmanship and /or materials within the one year period without expense whatsoever to LOAD. 6. Prior to construction, the contractor shall secure a LWD Permit for construction and shall provide a minimum of 48 hours notice to LWD prior to construction. 7. Approval of this plan by LWD does not constitute a representation of the accuracy of the location of, or the existence or nonexistence of, any underground utility, pipe, or structure within the limits of this project. 8. All revisions to drawings shall be approved by the LWD District Engineer in writing prior to construction. 9. Connections to existing sewer pipe or manholes shall only be done in the direct presence of the LWD Inspector. New sewer shall not be connected or allowed to flow to existing sewer until after final acceptance of all upstream work by the LWD Inspector, or as approved approved by the District Engineer. 10. All Service Laterals shall be located at right angles to the sewer main unless otherwise shown as approved by LWD on the Plans. 11. A 2 -inch high "S" shall be inscribed on the curb face at each lateral location by the Contractor. 12. A 10 gage shielded copper wire shall be buried over each lateral. The wire shall extend up to a 2" copper tag tied and soldered to the wire. The tag over the sewer main shall terminate 6" above paving subgrade with final location just below paving. The tag over the customer end of the lateral shall extend above grade until connected and shall thereafter be buried at the point of connection. 13. All sewer laterals shall be constructed clear of driveways. 14. All sewers and laterals shall be wayne balled, low pressure air tested, and televised at the applicant/contractor's expense prior to consideration for Final acceptance by LWD. Air test shall be done after construction of all other utilities and utility laterals. 15. All sewers and laterals shall be in place and shall have final approval by the LWD inspector prior to paving. 16. All new connections to existing ewer s s shall be made to existing es or shall be made b installing 9 9 wV Y 9 new manufactured wyes. Standard bell and spigot or plain end wyes and plain end pipe spools matching the adjacent pipe may be used for inserting wyes into and existing sewer. 17. If necessary during the lateral connection work, upstream flow in the existing sewer shall be temporarily plugged and by- passed by pumping or pumper trucks for disposal to a downstream LWD sewer. In locations with significant upstream flow, LWD may require temporary provision of duty and bypass equipment with full -time manned monitoring. No unmanned bypass shall be allowed. 18. For connection of plain end to plain end PVC sewer, repair couplings shall be made of PVC material meeting the same material requirements and outside dimension as the pipe being repaired. PVC sewer repair couplings shall be rubber gasketed with no center stop. Pipe ends shall be thoroughly cleaned prior to installation of the repair coupling(s). The repair coupling shall be slipped all the way on to one plain end pipe, then the pipe and adjoining pipes shall be aligned together and the repair coupling slipped back into a position equally spaced between the two plain end pipes. PVC sewer repair couplings shall be as manufactured by PW Pipe, or equal approved by LWD District Engineer. 19. PVC or vitrified clay pipe (VCP) sewer pipe and wyes may be used to tie -in to existing VCP. For connection or repair of plain end VCP to VCP or VCP to PVC, a Romac Industries, Inc. style 501, or approved equal, straight or transition coupling shall be used with a gasket range for each end of the ccoupling to match the outside diamteter of the pipe on that side of the coupling being joined. The center rings shall be ductile iron per ASTM A536, Grade 65 -45 -12 and shall be provided with 16 mils fusion bonded epoxy color coded to the type of connecting pipe. Gaskets shall be SBR per ASTM D2000 MBA710, compounded for water and sewer service. All nuts and bolts shall be type 316 stainless steel. 5AN DIEGUITO WATER P15TRICT NOTE5 1. Review of this plan by San Dieguito Water District does not constitute a representation as to the accuracy of, the location of, or the existence or non - existence of, an underground utility, pipe or structure within the limits of this project. 2. All existing facilities which may effect final design, i.e., line crossings, line paralleling, or proposed connection shall be field verifited. All existing or proposed utility crossings within 10 feet of proposed water mains shall be shown on the improvement plans. Electrical and sewer to cross under water mains unless given written permission Dieguito Water District. 3. Contractor and Owner are responsible to relocate and /or adjust to grade any existing water facility (fire hydrants, meters valves valve boxes etc ) which is affected by their project. All affected w ate r facilities es must meet current San Dieguito Water District Standards. If facilities do not meet standards, then they shall be upgraded to current standards at the Owner's expense. 4. Utilities to maintain 5 foot separation when paralleling water services. 5. Minimum horizontal separation of 10 feet required between fire hydrants and San Diego Gas and Electric vaults. 6. All water services to be constructed clear of driveways and all other traveled ways. Water Meters must be in front of the Parcel they are serving. PARKS AND RECREATION DEPARTMENT LEUCADIA WASTEWATER DISTRICT REVIEWLD,AND APPROVED BY: REVIEWED AND APPROVED BY LWD DISTRICT ENGINEER _' T r CITY OF ENCINITAS BENCHMARK No. 1024. BRASS DISC STAMPED "134WCCSI" LOCATED IN SIDEWALK IN THE SOUTHEAST QUADRANT OF LEUCADIA BLVD AND ORPHEUS AVENUE, 37' EASTERLY OF TRAFFIC SIGNAL ELEVATION: 178.543 DATUM: NAVD88 GRADING PLAN LEGAL DESCRIPTION LOT 20 OF HILLSIDE ACRES, MAP 1992, IN THE CITY OF ENCINITAS COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, FILED JANUARY 25, 1927 APN 254 - 362 -15 VICINITY MAP NO SCALE NOTIFICATIONS 1. The existence and location of underground utility pipes and structures shown on these plans were obtained by a search of available records. To the best of our knowledge there are no existing utilities except as shown on these plans, however: The contractor is required to take due precautionary measures to protect any existing utilities or structures located at the work site. It is the contractor's responsibility to contact the following owners of said utilities or structures prior to any excavation, for verification and location of utilities and notification of commencement of work: a. Sewers - Leucadia Wasberwater District (760) 753 -0155 b. Gas & Electric - SDG &E (800) 422 -4133 c. Water - San Dieguito Water District (800) 422 -4133 d. Telephone - Pac Bell (800) 489 -3441 e. Cable TV - Daniels Cable Vision (760) 931 -7000 f. Underground Service Alert (800) 422 -4133 2. Contractor shall notify the City Engineer's Office 48 hours prior to beginning any work on this project. Phone: (760) 633 -2770 3. The Contractor shall give 24 hours notice on calls for inspection. Phone: (760) 633 -2770. All work pe rformed without benefit of inspection will be subject to rejection and removal . SOILS ENGINEER'S CERTIFICATE I, MARK BURWELL, a Registered Civil Engineer in the State of California, principally doing business in the field of Applied Soils Mechanics, hereby certify that a sampling and study of the soil conditions prevalent within this Site was made b us or under our direction on March 16 2005 P Y � , One complete copy of the Soils Report compiled from this study with our recommendations, has been submitted to the Office of the City Engineer. Furthermore, we have reviewed these Grading Plans and certify that the recommendations included in the original Soils Report, and all following Addendums, for this project have been incorporated in the Grading Plans and Specifications. COAST GEOTECHNICAL k' 779 Academy Drive Q� Solana Beach, CA 92075 L(l 2109 (858) 755 -8622 Fax (858) 755.9126 Exp. 5-31-06 1 Project No. P 449025 CERTIFIED ENGINEERING GEOLOGIST k, 71 ' Exp. 12 -31 -05 41 By: A4W A4- l VA&.,d Lt ti9(� MARK BURWELL, CEG 2109, W+I%& 4 Sing hdnc +&C70ZDate License Expires 5/31/06 ropu•es tzar /os S 21 OS STEVE DEERING ATE RCE 26514 Exp 03/31/06 SCALE ENCINITAS FIRE HORIZONTAL VERTICAL PUBLIC WORKS DEPARTMENT REVIEWED AND APPROVED BY: C�9� P• ��$a { ®s NAME DATE NOTE5: This project is proposed to be developed in stages as follows: PH E 1 the Public and Private Improvements, Grading and Drainage shown on is under Work -To -Be Done, Phase 1 prior to the application f any future nt (Building) permit for Parcel 1. Financial Security guaranteein a construction 1) of these i rovement is required prior to the recording of the Parc Map creating the proposed to 2) Remove the existin tluctures on Parcel 1 prior to the issuance any future development (Building) permit for reel 1. 3) The existing greenhouse cture on Parcel 2 shall be odified to conform to the new building setbacks resulting from a creation of Parcel 2. his condition is required to be met prior to the application of any ture developm t (Building) permit for Parcel 1. PHASE 2 (FUTURE) 1) Construct the Public and Private Improv nts, Grading and Drainage as shown on these plans under Work -To -Be Done, P (Future) prior to the application of any future development (Building) permit for arcels 3 or 4. Financial Security guaranteeing the construction of these improvemen s required p r to the issuance of any development (Building) permits for these lots. Ten Covenant gu anteeing the construction of the required future improvements is quired prior to recor i g the Parcel Map creating the the proposed lots. 2) The remaining greenhou structures and palm growing operab s are to remain intact until such time as Par s 2, 3 or 4 are offered for sale, or a de opment (Building) permit is applied for o any of Parcels 2, 3, and 4. Prior to the sale of th a Parcels, or the approval of a devel ment (Building) permit, the remaining structures sha a completely removed. 3) A separate s m'rttal of these plans shall be made prior to the issuance of permits r the future co ruction. The City of Encinitas will review the plans for conformance ' h develop nt and construction standards in effect at the time that construction is propos . New p n check fees are required to be paid at the time the plans are submitted and revision to t plans may be required. A separate submittal is required to San Dieguito Water District a Leucadia Wastewater District. Development and Permit Fees in effect at the time of e proposed future construction shall be paid prior to the issuance of permits. i EARTHWORK - EXCAVATE ROADWAY TO SUBGRADE AND EXPORT: 200 CUBIC YARDS IMPORT AND COMPACT CLASS II BASE: 70 CUBIC YARDS EXCAVATE DETENTION AREA AND CONSTRUCT EARTH BERM: 50 CUBIC YARDS EARTHWORK - EXCAVATE ROADWAY TO SUBGRADE AND EXPORT: 600 CUBIC YARDS IMPORT AND COMPACT CLASS II BASE: 200 CUBIC YARDS ENVIRONMENTAL DATA 1. STEEPEST EXISTING NATURAL SLOPE ON SITE = 8 % 2. MAXIMUM VERTICAL DEPTH OF CUT = 4.0 FEET (ROADWAY) 3. MAXIMUM VERTICAL DEPTH OF FILL = 0.0 FEET 4. AVERAGE DEPTH OF CUT = 1,600 C.Y. x 27 / 104,900 = 0.4 FEET 5. AVERAGE DEPTH OF FILL = 0 C.Y. x 27 / 104,900 = 0.4 FEET STATEMENT OF ENGINEER OF WORK The undersigned engineer agrees that the work performed by the engineer shall comply with the generally accepted standards and practices of the engineer's trade or profession. The engineer further agrees that the work performed herein shall be in accordance with the rules and regulations required by the City of Encinitas. The engineer agrees that any plan check or review performed by the City of Encinitas in its capacity as a public entity for the plans prepared by the engineer is not a determination by the City of Encinitas of the technical sufficiency or adequacy of he plans or design, and it therefore does not relieve the engineer of responsibility for the plans or design of improvements based thereon. The engineer agrees to indemnify and hold harmless the City of Encinitas and its officers, agents, and employees from property damage or bodily injury arising solely from the negligent act, errors, or omissions of the engineer and his /her agents or employees acting within the course and scope of such agency and employment and arising out of the work performed by the engineer. RESOURCE DEVELOPMENT CORPORATION 2410 Stromberg Circle Carlsbad, CA 92008 (760) 942 -1106 Fax (760) 730 -3059 Job No. 04 -006B By O CIV7 DONALD, RCE 26175 D toy, 4 4 License Expires 3/31106 ', SAIAN G DCYVALD rn No 25175 { �r CIVIL ��,: 'P'rsrfr$icrnz�4 _ PLANS PREPARED UNDER SUPERVISION OF �1: I DATE, `� BRIAN DONALD, RCE 26175 License Expires 3/31/06 �® WORK TO BE DONE The Grading consists of the following Work to be Done according to the plans, the current City of Encinitas Engineering Department Standard Specifications, the San Diego Area Regional Standard Drawings, and the Standard Specifications for Public Works Construction Grading shall consist of the construction of all cuts and fills shown on these plans and outlined in the earthwork specifications. All grading details shall be in accordance with the City of Encinitas Grading Ordinance. LEGEND ITEM REFERENCE 5YMB0L QUANTITY EXISTING ELEVATION x 568 PROPOSED FINISHED ELEVATION 145 EXISTING CONTOUR 50 SWALES AND FLOW DIRECTION 2% PROPOSED CUT SLOPES 2:1 MAX PHASE I IMPKOVEMENT5 ® 1" WATER SERVICE WAS STD WS -09 4" SEWER LATERAL LWD DWG No. S -17 4" SEWER LATERAL PIPE SDR 35 Al 2" PRESSURE SEWER LATERAL SCHD 80 PVC (�,�\,�111- &MNING WALL �BR56 -C-4 "NO PARKING - FIRE LANE" SIGN FIRE DEPT STD APPROVALS RECOMMENDED APPRO D BY: BY: C ENGINEER DATE: DATE: C/4105- AC PAVEFENT AN BD�AS> SOILS \E4CTN6 RY GRASSY SWALE DETAIL, SHEET 1 CONNECT TO EXIST WATER MAIN D6ETTAIL, SHT 1 8" PVC WATER MAIN ct< Ito `-900 4" PVC WATER MAIN C -90 RESIDENTIAL FIRE HYDRANT WAS STD WF -01 2" BLOW -OFF WAS STD WB -01 & WB -04 2 MANUAL AIR RELEASE WAS STD WA -Wirt 1" DUAL WATER SERVICE WAS STD WS -09 1 W.ATEv- %mvic c 1n149 °a°i4? 'N®41a -• 01 0 2 PRESSURE SEWER LATERAL SCHD 80 PVC MASON RA RETAINING WALL 'SDMt74 "NO PARKING - FIRE LANE" SIGN FIRE DEPT STD �i. rl. rrn 1 r nrn rrrti+n . rr W -w IF 1 EA. s -S 3 EA. S -S 150 L.F. s -S 270 L.F. - - - - -- 375 S.F. 2 EA. i® 10 250 S Q FT O 280 L.F. r� V N W �o 0 1 EA. AC PAVEMENT AND BASE SOILS ENGINEER D 3,970 SQ FT w -W =Y' 15�L.F.` v -\ ¢ (D- W - W 1 EA. AC OVERLAY CITY STD 4,760 SQ FT GRASSY SWALE DETAIL, SHEET 2 r. -- ; 140 L.F. PCC SWALE DETAIL, SHEET 2 U 500 S.F. PCC DRIVEWAY APRON SDRSD G -17 Y r 315 S.F. TRENCH RESURFACING CITY STD -I 50 L.F. EXIST FIRE HYDRANT ADJUST TO GRADE w -` 1 EA. ® 1" WATER SERVICE WAS STD WS -09 4" SEWER LATERAL LWD DWG No. S -17 4" SEWER LATERAL PIPE SDR 35 Al 2" PRESSURE SEWER LATERAL SCHD 80 PVC (�,�\,�111- &MNING WALL �BR56 -C-4 "NO PARKING - FIRE LANE" SIGN FIRE DEPT STD APPROVALS RECOMMENDED APPRO D BY: BY: C ENGINEER DATE: DATE: C/4105- AC PAVEFENT AN BD�AS> SOILS \E4CTN6 RY GRASSY SWALE DETAIL, SHEET 1 CONNECT TO EXIST WATER MAIN D6ETTAIL, SHT 1 8" PVC WATER MAIN ct< Ito `-900 4" PVC WATER MAIN C -90 RESIDENTIAL FIRE HYDRANT WAS STD WF -01 2" BLOW -OFF WAS STD WB -01 & WB -04 2 MANUAL AIR RELEASE WAS STD WA -Wirt 1" DUAL WATER SERVICE WAS STD WS -09 1 W.ATEv- %mvic c 1n149 °a°i4? 'N®41a -• 01 0 2 PRESSURE SEWER LATERAL SCHD 80 PVC MASON RA RETAINING WALL 'SDMt74 "NO PARKING - FIRE LANE" SIGN FIRE DEPT STD �i. rl. rrn 1 r nrn rrrti+n . rr W -w IF 1 EA. s -S 3 EA. S -S 150 L.F. s -S 270 L.F. - - - - -- 375 S.F. 2 EA. i® 10 250 S Q FT O 280 L.F. r� V N W o mar a ke Isrerea Sous to weer or beoo Isc nas Deen rerameo I Ycemry 9 9 9 activity and advise on the compaction and stability of the site. JAMES D. RILEY, Trustee RILEY FAMILY TRUST 1658 Brahms Road Cardiff by the Sea, CA 92007 760 -942 -8767 T. RILEY, Trustee Date CITY OF ENCINITAS ENGINEERING DEPARTMENT GRADING AND DRAINAGE PLAN FOR: w - - -- 950 S.F. -- 0 4 EA. F , is ?,.. .-1 r �l- .._ r, CL over all p U Cyr g r M•; s Z W3 w u> ,tom a O > "AS- LT w 0 w U BRIAN DONALD RCE 17 A 0 License Expires 3f3If66 3r '1 w Ce REVIEWED BY: LU w w z INSPECTOR DATo /26 /05 W DRAWING N0, TPM 04 -112 9303 -G BRITTANY ROAD, LEUCADIA SHEET 1 OFD RESOURCE DEVELOPMENT CORPORATION JN03 =0138 �o 0 1 EA. N W -W 260 L.F. a% �/� UD w -W =Y' 15�L.F.` v -\ ¢ (D- W - W 1 EA. U iv 9 EA. Ln ine 4 EA. c� - W - W I =- �: ;�. EA. J U . U -S S 442 L.F. o mar a ke Isrerea Sous to weer or beoo Isc nas Deen rerameo I Ycemry 9 9 9 activity and advise on the compaction and stability of the site. JAMES D. RILEY, Trustee RILEY FAMILY TRUST 1658 Brahms Road Cardiff by the Sea, CA 92007 760 -942 -8767 T. RILEY, Trustee Date CITY OF ENCINITAS ENGINEERING DEPARTMENT GRADING AND DRAINAGE PLAN FOR: w - - -- 950 S.F. -- 0 4 EA. F , is ?,.. .-1 r �l- .._ r, CL over all p U Cyr g r M•; s Z W3 w u> ,tom a O > "AS- LT w 0 w U BRIAN DONALD RCE 17 A 0 License Expires 3f3If66 3r '1 w Ce REVIEWED BY: LU w w z INSPECTOR DATo /26 /05 W DRAWING N0, TPM 04 -112 9303 -G BRITTANY ROAD, LEUCADIA SHEET 1 OFD RESOURCE DEVELOPMENT CORPORATION JN03 =0138 WATER SYSTEM DATA:.. WATER MAIN DATA PIPE RUN No. START STATION END STATION PIPE BEARING HIRE LENGTH REMARKS 1 0+10.0 2+70.0 N 0*43 260.0 LF. r PVC - C-900 2 2+70.0 N 0*006" E -40M.f. 4- 4' PVC - C-900 z-t'qzx2' %L BRITTANY 111PAD basnNG on vtp SEWER i THRUST BLOCK PER WAS' 8"RxTY GA V&VE EXISTING on C11200 PVC ftftmot 8" FLxTf GATE 2" BLOWOFF--\ 2" MAR 4 V INSTALL 8)V Rj* 2 - r FLxTY 60 Who 1- r FOTY G* VaWe 5' -I i 7' NE V WATER MAN CONNECTION TO USTINO NO SCALE 12" CAST IRON CAP & CONCRETE PAD PER DETAILS IN SDRSD 5-3 2" SCHD 80 PVC OUTLET 4" FROM EACH LOT PUMP STATION---- 4" CAULDER COUPLING WITH 2" xV'RUBBER BUSHING-----�' 5EWEK LATEKAL5 - 211 AC PAVEMENT GRADE EL - 450 -4" WYE r4" PVC TO SEWER MAIN 3URE TO 411 NO SCALE P/L 4' RETAINING WALL LANDSCAPE FILTRATION STRIP PER DETA14 THIS SHEET rLAILDISTL1 PROPERTY MON T REQUIRES A LETTER OF PERM MiD-NTHE PROPERTY OWNER CDWMED. --DaM GREENHOUSE I -a r MTING TIMBER KMTER 17- CONNECTION 2W PRIVATE ROAD EASEMENT VIED AND RESERVED UPON SO 21 ESMT ESNT Y PRIVATE & K01C UTILITY EASEM TO BE GRANTED AND RESERVED UPON SALE OF LOTS AC DRIVEWAY DaM GRADE -� NEW AC PAVEMENT & BASE :i CUT PER STRUCTURAL SECTION NOTE \-�E (GRAVITY - NO GEOGRID) RETAINING WALL WITH COMPACT WALL UNITS. SEE PLAN VIEW FOR WALL ELEVATIONS AND HEIGHTS SEWER 5Y5TEM NOTE5: 1) See SEWER NOTES, Sheet 1 for additional specifications for the sewer system improvements shown on this plan, 2) All 4" sewer laterals shall have a minimum 2% slope plus a 1.2 foot drop to the main. SEWER LATERAL TABLE A LOT No. SEWER STATION INVERT EL AT MAIN LATERAL � LENGTH (FT DROP TO MAIN (FT) I IIVEIT EL AT EP SLOPE PVMT EL @ LAT t;1 REMARKS --- 2 -- ---- - ------- 2 0+00 ---- 0+00 (DI 28 ------ 75 1.2 -- - ------- 1.2 201.70 ------ -- - - 193.7 - -- 2% 207.50 198.5 5.8 4.8 t. --j 3 O+OD 192.00 75 1.2 193.7 2% 8 PP 0+00 192.00 75 1.2 193.7 5. MI 198.5 G G ---'j - ---- - MH 5 1 0 +001 W IN W Vq 4 '1, . ....... . .. PPO . ESMT ESNT Y PRIVATE & K01C UTILITY EASEM TO BE GRANTED AND RESERVED UPON SALE OF LOTS AC DRIVEWAY DaM GRADE -� NEW AC PAVEMENT & BASE :i CUT PER STRUCTURAL SECTION NOTE \-�E (GRAVITY - NO GEOGRID) RETAINING WALL WITH COMPACT WALL UNITS. SEE PLAN VIEW FOR WALL ELEVATIONS AND HEIGHTS SEWER 5Y5TEM NOTE5: 1) See SEWER NOTES, Sheet 1 for additional specifications for the sewer system improvements shown on this plan, 2) All 4" sewer laterals shall have a minimum 2% slope plus a 1.2 foot drop to the main. SEWER LATERAL TABLE LATERAL No. LOT No. SEWER STATION INVERT EL AT MAIN LATERAL � LENGTH (FT DROP TO MAIN (FT) I IIVEIT EL AT EP SLOPE PVMT EL @ LAT DEPTH AT P/L (Fr) REMARKS --- 2 -- ---- - ------- 2 0+00 ---- 0+00 199.94 - 192.00 28 ------ 75 1.2 -- - ------- 1.2 201.70 ------ -- - - 193.7 - -- 2% 207.50 198.5 5.8 4.8 t. 3 3 O+OD 192.00 75 1.2 193.7 2% ESMT ESNT Y PRIVATE & K01C UTILITY EASEM TO BE GRANTED AND RESERVED UPON SALE OF LOTS AC DRIVEWAY DaM GRADE -� NEW AC PAVEMENT & BASE :i CUT PER STRUCTURAL SECTION NOTE \-�E (GRAVITY - NO GEOGRID) RETAINING WALL WITH COMPACT WALL UNITS. SEE PLAN VIEW FOR WALL ELEVATIONS AND HEIGHTS SEWER 5Y5TEM NOTE5: 1) See SEWER NOTES, Sheet 1 for additional specifications for the sewer system improvements shown on this plan, 2) All 4" sewer laterals shall have a minimum 2% slope plus a 1.2 foot drop to the main. SEWER LATERAL TABLE LATERAL No. LOT No. SEWER STATION INVERT EL AT MAIN LATERAL � LENGTH (FT DROP TO MAIN (FT) I IIVEIT EL AT EP SLOPE PVMT EL @ LAT DEPTH AT P/L (Fr) REMARKS --- 2 -- ---- - ------- 2 0+00 ---- 0+00 199.94 - 192.00 28 ------ 75 1.2 -- - ------- 1.2 201.70 ------ -- - - 193.7 - -- 2% 207.50 198.5 5.8 4.8 EXISTING - - - - -- - ------------------ --- 3 3 O+OD 192.00 75 1.2 193.7 2% 8 0+00 192.00 75 1.2 193.7 2% 198.5 + 4.8 VERTICAL FACE KEYSTONE RETAINING WALL wrni COMPACT WALL UNITS AND GRAVEL BACKFILL. SEE PLAN VIEW FOR WALL ELEVATIONS AND WEIGHTS. 4" PE jt�WrDRAIN PIPE P/L 5EE SHEET 3 .13KITTANY ROAD SCALE: lu = 20' 0 lo 20 30 40 50 a 200 L.F': PVMT EDGE CURB EXIST 8 "L2(11 PV�fWATERMAIN a SHEEP Er R DETAIL, THIS V W 194 v�l I. IQ E)(Ic /+WCI U, Ci MAI ...... ..... W W W 011 W . ' r t �. �.Y� I EXISTINGSIGN TO REMAIN t EXISTING 2" R MET PAKCEL1 TO REMAIN - ADJUST GRADE ISTING PALM TREES z - - - - - - - - - TO REMAIN MIN 4'CLEAR AROUND FI HYDRANT -i 1 . .... .... ... ... .... .... ... ... -- - - - -- --- fb%RC. 8" PVC WATER MAIN 0 .. .... ... .... . . .. . ..... ... ... . ... .... ... ... - L9 AA P/L ESMT ESMT 5' PRIVATE & LIC UTILITY EASED 28'PRfVATE ROAD EASEMENT GRANT �TD BE GRANTED AND RESERVED UPON SALE OF LOTS TO BE AND . STAINING WALL UPON SAL r LOIS RESERVED LAN PE FILTRATION STRIP R DETAIL, THIS SHEET NOTE: ANY DISTU NCE ON T -AD CENT PROPERTY - - - - - - - - -- C' REQUIRES A R OF PERMISSION FROM THE 24, PROPE WNER CONCERNED, I EXISTING GRADE 4-- EXISTING GREENHOUSE - - - - - - - - - 2:1 CUT SLOPE EXISTING TIMBER PLANTER WALLS - AC PAVEMENT & BASE -- - - - - - - - - PER STRUCTURAL SECTION NOTE 5TRUCTUKAL 5ECTI0N NOTE STING SEWER LATERAL REMAIN FOR'PARCEL 1 PROPOSED R/W I EXIST R/W 5' DEDICATION FOR PUBLIC ROADWAY TO BE GRANTED ON PARCEL MAP (TPM 04- PCC & AC DRAINAGE SWAI PER DETAIL THIS SHEET =777 EXISTING GRADE OVERLAY BW AC 2" MIN THIjKNESS :D GRADE EXIST AC PVMT & BASE TYPICAL 5ECTION - BRITTANY ROAD NO SCALE R/W R/W CIL 11.01 14 IMPROVED ROAD SHOULDER 1/2 STREET PAVED TRAVEL WAY 4.5' 33 3.0' a AC PVMT POC SWALE 1.01 MINIMUM 51 4" AC / 6'CL II AB 2" OVERLAY 6 PROPOSED - - - PROPOSED GRADE % MATCH OVERLAY GRADE PVMT - - - - - - - -- EXISTING GRADE -7 . . .... 4"" CL B 7" POC 13" CL IT AB BUILT TO G-17 STD P/L TOVERFLOW BUFFER AREA- BRITTANY ROAD PAVEMENT EDGE & 5WALE DETAIL NO SCALE 4Wi DETENTION AREA I TO Z HIGH xf WIDE EARTH BERM /-TOP ELEVATION = 191.0 la% CN4 MASONRY RETAINING WALL THE STRUCTURAL SECTION SHALL BE DESIGNED BY A SOILS 4" PERFORATED PVC DRAIN PIPE EXISTING GRADE PER S RSD CA ENGINEER AT THE TIME OF CONSTRUCTION BASED ON R-VALUE WRAPPED IN DEWITT FILTER SOCK TESTING AND A TRAFFIC INDEX = 4.5 THE MINIMUM SECTION MAXIMUM DETENTION AREA PONDING ELEV = 191.()-/-/L - - - - - - - SHALL BE 4" AC OVER 6" CLASS 11 BASE. - - - - - - - - - - ..... .... .. . NISH GRADE IN TYPICAL 5EC 10 IVATE EASEMENT ROAD - - - - - - NO SCALE YWIDE x VDEEP \-2" OUTLET PIPES @ 0' DETENTION AREA 11/2' COURSE GRAVEJ- o.c. (9 TOTAL) TOF 3I4' GRAVEL OVER PERFORATED (D PIPE WITH DEWITT FILTER FABRIC SOCK P/L ESMT ESIRT EARTH BERM AND GRAVEL MOUND SHALL BE LANDSCAPED WITH 3' AC PAVEMENT IV ;=LAI PAVEMENT GRASS OR TURF STABILIZING GROUNDCOVER 0 P GRASS OR TURF LINED - 0 OVER LANDLOK TURF OVER LA TURF FOR REINFORCEMENT OR EQUAL RCEMENT OR EQUAL SECTION A-A LU PROPOSED NEW MASONRY RETAINING WALL PER STD DWG C-4 NO SCALE 0 LU EXISTING GRADE LLJ CIVIt >- yG ,,--F CRUSHED ROCK LEVELING BASE BRIAN - LU 00NALD fn r ule LANP5CAPE FILTRATION 5TRIP 26176 :0 6VIL C:) NO SCALE En Prafessiortai LU OF CA LU REMSIONS APPRO DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS ME DEPARTMENT Vr- 171-11A51 -MIdo- 41 ob CITY OF ENCINITAS BENCHMARK No. 1032. BRASS DISC ksa%jey -ra -11%44r= STAMPED "ENC TC2" LOCATED IN THE TOP OF EAST CURB OF L04 Pbf C*a AWgzkw VULCAN AVENUE 2.5' NORTH OF DRIVEWAY ENTRANCE TO THE HORIZONTAL N/A CITY OF ENCINITAS ADMINISTRATION OFFICES. VERTICAL N/A ELEVATION: 89.86 DATUM: NVGD29 VERT NAME DATE tollpor- I rL�x- I -I A01 I . -7 6- (41 A �-23-14 - I . - 05/26105 �rgIGNLD BY UMN 13Y CHECKED BY LIJ 71 APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROV GRADING AND DRAINAGE PLANS FOR: By: -7 . AMY BY.- CITY ENGINE /ER TIPM 04-112 9303-G -�fLAN �DONALD, RCE 26175 DATE: DATE: MITI 05 DATE: BRITTANY ROAD, LEUCAPIA Dcenee Expires 3 /31/06 SHEET 2 OFZSHEE:TJS RESOURCE DEVELOPMENT CORPORATION JN03-0138 ' 3: 0 F BRITTANY ROAD ........... C G ............ G N8942441"W 11 -1 - 200 L.F': PVMT EDGE CURB EXIST 8 "L2(11 PV�fWATERMAIN a SHEEP Er R DETAIL, THIS V W 194 v�l I. IQ E)(Ic /+WCI U, Ci MAI ...... ..... W W W 011 W . ' r t �. �.Y� I EXISTINGSIGN TO REMAIN t EXISTING 2" R MET PAKCEL1 TO REMAIN - ADJUST GRADE ISTING PALM TREES z - - - - - - - - - TO REMAIN MIN 4'CLEAR AROUND FI HYDRANT -i 1 . .... .... ... ... .... .... ... ... -- - - - -- --- fb%RC. 8" PVC WATER MAIN 0 .. .... ... .... . . .. . ..... ... ... . ... .... ... ... - L9 AA P/L ESMT ESMT 5' PRIVATE & LIC UTILITY EASED 28'PRfVATE ROAD EASEMENT GRANT �TD BE GRANTED AND RESERVED UPON SALE OF LOTS TO BE AND . STAINING WALL UPON SAL r LOIS RESERVED LAN PE FILTRATION STRIP R DETAIL, THIS SHEET NOTE: ANY DISTU NCE ON T -AD CENT PROPERTY - - - - - - - - -- C' REQUIRES A R OF PERMISSION FROM THE 24, PROPE WNER CONCERNED, I EXISTING GRADE 4-- EXISTING GREENHOUSE - - - - - - - - - 2:1 CUT SLOPE EXISTING TIMBER PLANTER WALLS - AC PAVEMENT & BASE -- - - - - - - - - PER STRUCTURAL SECTION NOTE 5TRUCTUKAL 5ECTI0N NOTE STING SEWER LATERAL REMAIN FOR'PARCEL 1 PROPOSED R/W I EXIST R/W 5' DEDICATION FOR PUBLIC ROADWAY TO BE GRANTED ON PARCEL MAP (TPM 04- PCC & AC DRAINAGE SWAI PER DETAIL THIS SHEET =777 EXISTING GRADE OVERLAY BW AC 2" MIN THIjKNESS :D GRADE EXIST AC PVMT & BASE TYPICAL 5ECTION - BRITTANY ROAD NO SCALE R/W R/W CIL 11.01 14 IMPROVED ROAD SHOULDER 1/2 STREET PAVED TRAVEL WAY 4.5' 33 3.0' a AC PVMT POC SWALE 1.01 MINIMUM 51 4" AC / 6'CL II AB 2" OVERLAY 6 PROPOSED - - - PROPOSED GRADE % MATCH OVERLAY GRADE PVMT - - - - - - - -- EXISTING GRADE -7 . . .... 4"" CL B 7" POC 13" CL IT AB BUILT TO G-17 STD P/L TOVERFLOW BUFFER AREA- BRITTANY ROAD PAVEMENT EDGE & 5WALE DETAIL NO SCALE 4Wi DETENTION AREA I TO Z HIGH xf WIDE EARTH BERM /-TOP ELEVATION = 191.0 la% CN4 MASONRY RETAINING WALL THE STRUCTURAL SECTION SHALL BE DESIGNED BY A SOILS 4" PERFORATED PVC DRAIN PIPE EXISTING GRADE PER S RSD CA ENGINEER AT THE TIME OF CONSTRUCTION BASED ON R-VALUE WRAPPED IN DEWITT FILTER SOCK TESTING AND A TRAFFIC INDEX = 4.5 THE MINIMUM SECTION MAXIMUM DETENTION AREA PONDING ELEV = 191.()-/-/L - - - - - - - SHALL BE 4" AC OVER 6" CLASS 11 BASE. - - - - - - - - - - ..... .... .. . NISH GRADE IN TYPICAL 5EC 10 IVATE EASEMENT ROAD - - - - - - NO SCALE YWIDE x VDEEP \-2" OUTLET PIPES @ 0' DETENTION AREA 11/2' COURSE GRAVEJ- o.c. (9 TOTAL) TOF 3I4' GRAVEL OVER PERFORATED (D PIPE WITH DEWITT FILTER FABRIC SOCK P/L ESMT ESIRT EARTH BERM AND GRAVEL MOUND SHALL BE LANDSCAPED WITH 3' AC PAVEMENT IV ;=LAI PAVEMENT GRASS OR TURF STABILIZING GROUNDCOVER 0 P GRASS OR TURF LINED - 0 OVER LANDLOK TURF OVER LA TURF FOR REINFORCEMENT OR EQUAL RCEMENT OR EQUAL SECTION A-A LU PROPOSED NEW MASONRY RETAINING WALL PER STD DWG C-4 NO SCALE 0 LU EXISTING GRADE LLJ CIVIt >- yG ,,--F CRUSHED ROCK LEVELING BASE BRIAN - LU 00NALD fn r ule LANP5CAPE FILTRATION 5TRIP 26176 :0 6VIL C:) NO SCALE En Prafessiortai LU OF CA LU REMSIONS APPRO DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS ME DEPARTMENT Vr- 171-11A51 -MIdo- 41 ob CITY OF ENCINITAS BENCHMARK No. 1032. BRASS DISC ksa%jey -ra -11%44r= STAMPED "ENC TC2" LOCATED IN THE TOP OF EAST CURB OF L04 Pbf C*a AWgzkw VULCAN AVENUE 2.5' NORTH OF DRIVEWAY ENTRANCE TO THE HORIZONTAL N/A CITY OF ENCINITAS ADMINISTRATION OFFICES. VERTICAL N/A ELEVATION: 89.86 DATUM: NVGD29 VERT NAME DATE tollpor- I rL�x- I -I A01 I . -7 6- (41 A �-23-14 - I . - 05/26105 �rgIGNLD BY UMN 13Y CHECKED BY LIJ 71 APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROV GRADING AND DRAINAGE PLANS FOR: By: -7 . AMY BY.- CITY ENGINE /ER TIPM 04-112 9303-G -�fLAN �DONALD, RCE 26175 DATE: DATE: MITI 05 DATE: BRITTANY ROAD, LEUCAPIA Dcenee Expires 3 /31/06 SHEET 2 OFZSHEE:TJS RESOURCE DEVELOPMENT CORPORATION JN03-0138 WATEK NOTE5 1. Water mains, laterals and appurtenances shall be constructed according to the Standard specifications of the current Water Agencies Standards Committee (WASC). The Contractor shall and hereby guarantee all work for a period of one year after the date of acceptance. 2. Unless otherwise noted, all connections to existing mains will be made by the Contractor, under the supervision of San Dieguito Water District, after payment of the estimated cost by the Developer. 3. Where elevations and grades are not shown on the water main profile, top of pipe profile is 48 Inches below center line finish grade of street. 4. All services to be constructed clear of driveways. 5. Contractor to fufhish one inch'copper water service and meter box for each residential lot. 6. Contractors shall acquire a trenching permit from the California Division of Safety for all trench work. 7. Install fire hydrants 2.5 feet from face of curb, if no sidewalk exists, or 7 feet from face of curb where sidewalk exists or will be constructed. 8. Provide air release assemblies at all high points in water main 9. Contractor shall obtain an encroachment permit from the City of Encinitas for any excavation within existing City rights -of -way. 10. The District requires that compaction tests be taken where water lines are installed within existing County rights -of -way, City of Encinitas rights -of -way, or private easements, and the results approved by the City of Encinitas, before water lines are accepted and a copy sent to the San Diequito Water District office. 11. Prior to awarding waterline contract, Owner shall advise prospective Contractors to obtain and review current Water Agencies Standards Committee (WASC) specifications. 12. The Contractor shall notify the District's Inspection Department 48 hours in advance of beginning work to arrange for inspection of project. 13. Fill areas must be compacted to 90%, prior to pipe installation. n constitute a representation 14. Approval of this plan by San Dieguito Water District does of p as to the accuracy of, the location of, or the existence or non existence of, any underground ground utility, pipe or structure within the limits of this project. 15. All existing facilities which may effect final design i.e., line crossings, line paralleling, or proposed connection shall be field verified. All existing or proposed utility crossings within 10 feet of proposed water mains shall be shown on improvement plans. Electrical and Di sewer to cross under water mains unless given written permission by eg uito Water District. 16. Water connections to commercial developments shall have an approved backflow device n Committee WASC standards. installed to the Districts Satisfaction and current Water Agencies Standards Co (WASC) Backflow devices are to be installed directly outside City or County right -of -way or outside Water District easement. Repair, maintenance and annual testing of backflow device are responsibility of Owner. 17. Minimum horizontal separation of 10 feet requ it ed between fire hydrants and San Diego Gas and Electric vaults. 18. Utilities to maintain minimum 5 -foot separation when paralleling water services. 19. Contractor and developer are responsible to relocate any existing water facility (fire hydrant, meters, valves, valve boxes, etc.) that are effected by their project. 20. Contractor to supply documentation showing that any asbestos water pipes removed from the ground were disposed of in a manner acceptable to the San Diego County Waste Division. 21. Use the following various combinations of plain end pipe lengths with high deflection couplings and integral bell end pipe for curved alignments in both horizontal and vertical directions. Do not bend pipe between couplings. Saw cut integral bell end of standard pipe and bevel end for use with deflection couplings. Use 9.5 foot plain end pipe lengths with deflection couplings for radii between 140 feet to 270 feet. Use 19 foot pipe lengths with deflection couplings for all radii between 270 feet and 560 feet. Use an integral bell end pipe length joined together with a 19 foot plain end pipe length to form a chord. Use deflection couplings on each end of chord and continue this combination through the curved alignment for all radii between 560 feet to 1,150. Pipe lengths shorter than 9 feet will not be used unless specifically authorized by the District's Representative. C/L BRJTFANY ROAD - _ FANG 8" VCP SEW MAIN THRUST BLOCK PER WAS STD DWG VJT -01 01 -- W -- W ---- 4/ - -- �` ---- ' --- `� -- - 4J -� W EXISTING 8" CL200 PVC WATER M PIPE RUN No. START STATION 8" FLxTY GATE [ALVE PIPE BEARING PIPE LENGTH REMARKS 1 0 +10.0 N N 0 °43'06" E 260.0 L.F. 8" PVC - C -900 2 2 +70.0 2 +95.0 N 0 °43'06" E 25.0 L.F. 2, MAR VI N z BRITTANY ROAD w �N a C + G G G I g INSTALL 8 "x8" PUSH -ONx FL TEE 1- 8" FLxTY GATE VALVE 2 - PVC COUPLINGS 1- 2" MAR r; l 5 N NEW WATEK MAIN CONNECTION TO EXI5TING MAIN NO SCALE WATER 5Y5TEM DATA: WATER MAIN DATA PIPE RUN No. START STATION END STATION PIPE BEARING PIPE LENGTH REMARKS 1 0 +10.0 2 +70.0 N 0 °43'06" E 260.0 L.F. 8" PVC - C -900 2 2 +70.0 2 +95.0 N 0 °43'06" E 25.0 L.F. 4" PVC - C -900 REVISIONS REPLACES ORIGINAL SHEET 2 SDWD REVISION APPROVAL LWD REVISION APPROVAL N � � G. G GI -_ MH 5' IN - -RW RW- RW-'i--RWIRW- W W W -W -! .AMR I � "NO PpRIONG FIRE LANE" SIGN PI:R FIRE DEPT STOS I I 1 i I �I I I I 1 1 1 i I i I 111 I 1i I i I MJ � r i °!Q 1 DRITTANY ROAD SCALE: 1" = 20' loommmo 0 10 20 30 40 50 �!Iw I III (g 11ai > > z z1 J p- Q Qii °'110 Q Q � �IIW ~II°Y U Ualcb 1o�iz � �ioz 1 11,9 �111V r rS 1 ola!�',.00.' o Z1160 o W B BRITTANY ROAD _L .L. C C + G G G 1189 °2s 4241"1��S_ R - Rw -= Rw ST 4" k-CLAIMEB'WATER AXl 2061t.F.'PVif EDGE 60 I ! W -__ W _ w EXIST �" C _PAC WATE (VAIN W _ PER DEfAIl; THIS SHEET A.` .•4..4.4 `•x ��. .� 1 /�"> i / �( ":5? �(_ </- i 1 l T ,, >F Ic O tc O [V / N EXISTING SIGN o ( \ TO REMAIN i EXISTING PALM TREES TO REMAIN MIN 4' CLEAR C AROUND FI HYDRANT " I 8" PVVC WATER MAIN 5EE SHEET 3 12" CAST IRON CAP & CONCRETE PAD PER DETAILS IN SDRSD S -3--\ 2" SCHD 80 PVC OUTLET 4" RISER - FROM EACH LOT PUMP STATION- 4" CAULDER COUPLING WITH 2 x 4 RUBBER BUSHING AC PAVEMENT GRADE EL -45° -4 WYE r4" PVC TO SEWER MAIN �rulY.Yf 1 A. .H ♦1 I. ^1I NY'f F/. /.1 IYfV TA All NO SCALE G V1 -k W � G I �1 W c� 1 r � w11 � gl i V WI ICI 1 11 / -G -j G G c o EXIST " VCP SEWER MAIN RH -- RW LRW - -RW --If jy -RW R�--- RW- -RW - -I AWCUT - - W 4- w W _. W ___'. 4J -N�. '(V -._ Vi ._..... W PARCEL 1 ' W'1 I!s - - - - - - - -- Ln � W W 1, 1 c� X11 P P I I J'1 1g 1 W1 I 1j U Ir µµ..11 i In 1 1 �- 1i I i W F t k i �1 1� 1 r I I ,., 1 ,11 I I I I i I ,1 VITY CONNECTION 5EWEK 5Y5TEM NOTES: 1) See SEWER NOTES, Sheet 1 for additional specifications for the sewer system improvements shown on this plan. 2) All 4" sewer laterals shall have a minimum 2% slope plus a 1.2 foot drop to the main. SEWER LATERAL TABLE LATERAL No. LOT No. SEWER INVERT EL LATERAL DROP TO INVERT EL SLOPE PVMT DEPTH REMARKS STATION AT MAIN LENGTH (FT) MAIN (M AT EP EL @ LAT AT P/L (Fn 1 1 0 +00 199.94 28 1.2 201.70 2% 207.50 5.8 EXISTING 2 2 0 +00 192.00 75 1.2 193.7 2% 198.5 4.8 3 3 0 +00 192.00 75 1.2 193.7 2% 198.5 4.8 4 4 0 +00 192.00 75 1.2 193.7 2% 198.5 4.8 APPROVE4 DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS FlRE DEPARTMENT 0a., 411114 CITY OF ENCINITAS BENCHMARK No. 1024. BRASS DISC STAMPED "134WCCS1" LOCATED IN SIDEWALK IN THE SOUTHEAST 41& 06 QUADRANT OF LEUCADIA BLVD AND ORPHEUS AVENUE, 37' HORIZONTAL N/A IL EASTERLY OF TRAFFIC SIGNAL ELEVATION: 178.543 DATUM: NAVD88 VERTICAL N/A NAME DATE P/L EXISTING SEWER LATERAL TO REMAIN FOR'PARCEL 1 28' PRIVATE ROAD EASEMENT BE GRANTED AND RESERVED UPON SALE OF PROPOSED R/W EXIST R/W R/W 5' DEDICATION FOR PUBLIC ROADWAY TO BE GRANTED ON PARCEL MAP CTPM 04 -112) PCC & AC DRAINAGE SWAL PER DETAIL THIS SHEET �Tc EXISTING OVERLAY 2" MIN TI !D GRADE IST AC PVMT & BASE TYPICAL SECTION - BRITTANY ROAD NO SCALE WW C/L 11.0' 14' IMPROVED ROAD SHOULDER 1/2 STREET PAVED TRAVEL WAY 33 _ 3.0' 4.5' AC PVMT PCC SWALE 1.0' MINIMUM -- --1.5' 1.5' 4" AC / 6" CL II AB PROPOSED GRADE 0.3' MATCH OVERLAY GRADE - L PLAY 6% ° j - - EXIST AC PVMT . ^" --- I I .- EXISTING GRADE -`- 4 "AC /6 "CL II AB 7 "PCC /3 "CL II AB BUILT TO G -17 STD ESMT ESMT Y PRIVATE & PUBLIC UTILITY EASEMENT TO BE GRANTED AND RESERVED UPON SALE OF LOTS 4' RETAINING WALL LANDSCAPE FILTRATION STRIP AC DRIVEWAY PER DETAIL, THIS SHEET NOTE: ANY DISTURBANCE ON TH -AA 4 c' NT PROPERTY REQUIRES A LETTER OF PERMISSION FROM THE PROPERTY OWNER CONCERNED. I EXISTING GRADE -- EXISTING GREENHOUSE i 7KEYSTONE - - -' - �rJJ - EXISTING TIMBER PLANTER WALLS NEW AC PAVEMENT & BASE PER STRUCTURAL SECTION NOTE 5TRUCTURAL 5ECTION NOTE (GRAV ITY- NOGEOGRID) RETAINING WALL THE STRUCTURAL SECTION SHALL BE DESIGNED BY A SOILS WITH COMPACT WALL UNITS. SEE PLAN VIEW FOR ENGINEER AT THE TIME OF CONSTRUCTION BASED ON R -VALUE WALL ELEVATIONS AND HEIGHTS TESTING AND A TRAFFIC INDEX = 4.5 THE MINIMUM SECTION SHALL BE 4" AC OVER 6" CLASS II BASE. TYPICAL SECTION - PRIVATE EASEMENT ROAD �- P/L z VERTICAL FACE KEYSTONE RETAINING WALL WITH COMPACT WALL UNITS AND GRAVEL BACKFILL. SEE PLAN VIEW FOR WALL ELEVATIONS AND HEIGHTS. 4" PERFORATED PVC DRAIN PIPE NO SCALE 1 AC PAVEMENT - GRASS OR TURF LINED OVER LANDLOK TURF REINFORCEMENT OR EQUAL - EXISTING GRADE CRUSHED ROCK LEVELING BASE BRIAN biz . E)ONALID 4 LAND5CAPE FILTRATION 5TKIP lrT.:. i NO SCALE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED BY: .. DATE: 3 BRIAN DONALD, RCE 26175 DATE: License Expires 3/31/06 2:1 CUT SLOPE P/L T OVERFLOW BUFFER AREA BRITTANY ROAD PAVEMENT EDGE & 5WALE DETAIL NO SCALE 40'+ DETENTION AREA - I TO THIGH x T WIDE EARTH BERM TOP ELEVATION = 191.0 Q O 4 PERFORATED PVC DRAIN PIPE EXISTING GRADE WRAPPED IN DEWITT FILTER SOCK MAXIMUM DETENTION AREA PONDING ELEV = 191.0 FINISH GRADE IN T WIDE x 1' DEEP 2 all OUTLET PIPES @ 0' DETENTION AREA 11/2" COURSE GRAVEL I 9 TOTAL) o APPROVALS APPROVED , 4-AA L_ BY: Ff IL CITY ENGINEER DATE 41 1710 (e o.c. w r� 5' OF 3/4" GRAVEL OVER PERFORATED Z PIPE WITH DEWITT FILTER FABRIC SOCK 0 EARTH BERM AND GRAVEL MOUND 9- SHALL BE LANDSCAPED WITH 2 STABILIZING GROUNDCOVER Z SECTION A -A w NO SCALE LUa JO w w O w d w w 04/03/06 Z CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. w GRADING AND DRAINAGE PLANS FOR: TFM 04 -112 O 9303 -G BRITTANY KOAD, LEUCADIA SHEET 2A OF5SHEETS RESOURCE DEVELOPMENT CORPORATION JN03 -013B� 5EE SHEET 3 12" CAST IRON CAP & CONCRETE PAD PER DETAILS IN SDRSD S -3--\ 2" SCHD 80 PVC OUTLET 4" RISER - FROM EACH LOT PUMP STATION- 4" CAULDER COUPLING WITH 2 x 4 RUBBER BUSHING AC PAVEMENT GRADE EL -45° -4 WYE r4" PVC TO SEWER MAIN �rulY.Yf 1 A. .H ♦1 I. ^1I NY'f F/. /.1 IYfV TA All NO SCALE G V1 -k W � G I �1 W c� 1 r � w11 � gl i V WI ICI 1 11 / -G -j G G c o EXIST " VCP SEWER MAIN RH -- RW LRW - -RW --If jy -RW R�--- RW- -RW - -I AWCUT - - W 4- w W _. W ___'. 4J -N�. '(V -._ Vi ._..... W PARCEL 1 ' W'1 I!s - - - - - - - -- Ln � W W 1, 1 c� X11 P P I I J'1 1g 1 W1 I 1j U Ir µµ..11 i In 1 1 �- 1i I i W F t k i �1 1� 1 r I I ,., 1 ,11 I I I I i I ,1 VITY CONNECTION 5EWEK 5Y5TEM NOTES: 1) See SEWER NOTES, Sheet 1 for additional specifications for the sewer system improvements shown on this plan. 2) All 4" sewer laterals shall have a minimum 2% slope plus a 1.2 foot drop to the main. SEWER LATERAL TABLE LATERAL No. LOT No. SEWER INVERT EL LATERAL DROP TO INVERT EL SLOPE PVMT DEPTH REMARKS STATION AT MAIN LENGTH (FT) MAIN (M AT EP EL @ LAT AT P/L (Fn 1 1 0 +00 199.94 28 1.2 201.70 2% 207.50 5.8 EXISTING 2 2 0 +00 192.00 75 1.2 193.7 2% 198.5 4.8 3 3 0 +00 192.00 75 1.2 193.7 2% 198.5 4.8 4 4 0 +00 192.00 75 1.2 193.7 2% 198.5 4.8 APPROVE4 DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS FlRE DEPARTMENT 0a., 411114 CITY OF ENCINITAS BENCHMARK No. 1024. BRASS DISC STAMPED "134WCCS1" LOCATED IN SIDEWALK IN THE SOUTHEAST 41& 06 QUADRANT OF LEUCADIA BLVD AND ORPHEUS AVENUE, 37' HORIZONTAL N/A IL EASTERLY OF TRAFFIC SIGNAL ELEVATION: 178.543 DATUM: NAVD88 VERTICAL N/A NAME DATE P/L EXISTING SEWER LATERAL TO REMAIN FOR'PARCEL 1 28' PRIVATE ROAD EASEMENT BE GRANTED AND RESERVED UPON SALE OF PROPOSED R/W EXIST R/W R/W 5' DEDICATION FOR PUBLIC ROADWAY TO BE GRANTED ON PARCEL MAP CTPM 04 -112) PCC & AC DRAINAGE SWAL PER DETAIL THIS SHEET �Tc EXISTING OVERLAY 2" MIN TI !D GRADE IST AC PVMT & BASE TYPICAL SECTION - BRITTANY ROAD NO SCALE WW C/L 11.0' 14' IMPROVED ROAD SHOULDER 1/2 STREET PAVED TRAVEL WAY 33 _ 3.0' 4.5' AC PVMT PCC SWALE 1.0' MINIMUM -- --1.5' 1.5' 4" AC / 6" CL II AB PROPOSED GRADE 0.3' MATCH OVERLAY GRADE - L PLAY 6% ° j - - EXIST AC PVMT . ^" --- I I .- EXISTING GRADE -`- 4 "AC /6 "CL II AB 7 "PCC /3 "CL II AB BUILT TO G -17 STD ESMT ESMT Y PRIVATE & PUBLIC UTILITY EASEMENT TO BE GRANTED AND RESERVED UPON SALE OF LOTS 4' RETAINING WALL LANDSCAPE FILTRATION STRIP AC DRIVEWAY PER DETAIL, THIS SHEET NOTE: ANY DISTURBANCE ON TH -AA 4 c' NT PROPERTY REQUIRES A LETTER OF PERMISSION FROM THE PROPERTY OWNER CONCERNED. I EXISTING GRADE -- EXISTING GREENHOUSE i 7KEYSTONE - - -' - �rJJ - EXISTING TIMBER PLANTER WALLS NEW AC PAVEMENT & BASE PER STRUCTURAL SECTION NOTE 5TRUCTURAL 5ECTION NOTE (GRAV ITY- NOGEOGRID) RETAINING WALL THE STRUCTURAL SECTION SHALL BE DESIGNED BY A SOILS WITH COMPACT WALL UNITS. SEE PLAN VIEW FOR ENGINEER AT THE TIME OF CONSTRUCTION BASED ON R -VALUE WALL ELEVATIONS AND HEIGHTS TESTING AND A TRAFFIC INDEX = 4.5 THE MINIMUM SECTION SHALL BE 4" AC OVER 6" CLASS II BASE. TYPICAL SECTION - PRIVATE EASEMENT ROAD �- P/L z VERTICAL FACE KEYSTONE RETAINING WALL WITH COMPACT WALL UNITS AND GRAVEL BACKFILL. SEE PLAN VIEW FOR WALL ELEVATIONS AND HEIGHTS. 4" PERFORATED PVC DRAIN PIPE NO SCALE 1 AC PAVEMENT - GRASS OR TURF LINED OVER LANDLOK TURF REINFORCEMENT OR EQUAL - EXISTING GRADE CRUSHED ROCK LEVELING BASE BRIAN biz . E)ONALID 4 LAND5CAPE FILTRATION 5TKIP lrT.:. i NO SCALE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED BY: .. DATE: 3 BRIAN DONALD, RCE 26175 DATE: License Expires 3/31/06 2:1 CUT SLOPE P/L T OVERFLOW BUFFER AREA BRITTANY ROAD PAVEMENT EDGE & 5WALE DETAIL NO SCALE 40'+ DETENTION AREA - I TO THIGH x T WIDE EARTH BERM TOP ELEVATION = 191.0 Q O 4 PERFORATED PVC DRAIN PIPE EXISTING GRADE WRAPPED IN DEWITT FILTER SOCK MAXIMUM DETENTION AREA PONDING ELEV = 191.0 FINISH GRADE IN T WIDE x 1' DEEP 2 all OUTLET PIPES @ 0' DETENTION AREA 11/2" COURSE GRAVEL I 9 TOTAL) o APPROVALS APPROVED , 4-AA L_ BY: Ff IL CITY ENGINEER DATE 41 1710 (e o.c. w r� 5' OF 3/4" GRAVEL OVER PERFORATED Z PIPE WITH DEWITT FILTER FABRIC SOCK 0 EARTH BERM AND GRAVEL MOUND 9- SHALL BE LANDSCAPED WITH 2 STABILIZING GROUNDCOVER Z SECTION A -A w NO SCALE LUa JO w w O w d w w 04/03/06 Z CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. w GRADING AND DRAINAGE PLANS FOR: TFM 04 -112 O 9303 -G BRITTANY KOAD, LEUCADIA SHEET 2A OF5SHEETS RESOURCE DEVELOPMENT CORPORATION JN03 -013B� PARCEL 1 ' W'1 I!s - - - - - - - -- Ln � W W 1, 1 c� X11 P P I I J'1 1g 1 W1 I 1j U Ir µµ..11 i In 1 1 �- 1i I i W F t k i �1 1� 1 r I I ,., 1 ,11 I I I I i I ,1 VITY CONNECTION 5EWEK 5Y5TEM NOTES: 1) See SEWER NOTES, Sheet 1 for additional specifications for the sewer system improvements shown on this plan. 2) All 4" sewer laterals shall have a minimum 2% slope plus a 1.2 foot drop to the main. SEWER LATERAL TABLE LATERAL No. LOT No. SEWER INVERT EL LATERAL DROP TO INVERT EL SLOPE PVMT DEPTH REMARKS STATION AT MAIN LENGTH (FT) MAIN (M AT EP EL @ LAT AT P/L (Fn 1 1 0 +00 199.94 28 1.2 201.70 2% 207.50 5.8 EXISTING 2 2 0 +00 192.00 75 1.2 193.7 2% 198.5 4.8 3 3 0 +00 192.00 75 1.2 193.7 2% 198.5 4.8 4 4 0 +00 192.00 75 1.2 193.7 2% 198.5 4.8 APPROVE4 DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS FlRE DEPARTMENT 0a., 411114 CITY OF ENCINITAS BENCHMARK No. 1024. BRASS DISC STAMPED "134WCCS1" LOCATED IN SIDEWALK IN THE SOUTHEAST 41& 06 QUADRANT OF LEUCADIA BLVD AND ORPHEUS AVENUE, 37' HORIZONTAL N/A IL EASTERLY OF TRAFFIC SIGNAL ELEVATION: 178.543 DATUM: NAVD88 VERTICAL N/A NAME DATE P/L EXISTING SEWER LATERAL TO REMAIN FOR'PARCEL 1 28' PRIVATE ROAD EASEMENT BE GRANTED AND RESERVED UPON SALE OF PROPOSED R/W EXIST R/W R/W 5' DEDICATION FOR PUBLIC ROADWAY TO BE GRANTED ON PARCEL MAP CTPM 04 -112) PCC & AC DRAINAGE SWAL PER DETAIL THIS SHEET �Tc EXISTING OVERLAY 2" MIN TI !D GRADE IST AC PVMT & BASE TYPICAL SECTION - BRITTANY ROAD NO SCALE WW C/L 11.0' 14' IMPROVED ROAD SHOULDER 1/2 STREET PAVED TRAVEL WAY 33 _ 3.0' 4.5' AC PVMT PCC SWALE 1.0' MINIMUM -- --1.5' 1.5' 4" AC / 6" CL II AB PROPOSED GRADE 0.3' MATCH OVERLAY GRADE - L PLAY 6% ° j - - EXIST AC PVMT . ^" --- I I .- EXISTING GRADE -`- 4 "AC /6 "CL II AB 7 "PCC /3 "CL II AB BUILT TO G -17 STD ESMT ESMT Y PRIVATE & PUBLIC UTILITY EASEMENT TO BE GRANTED AND RESERVED UPON SALE OF LOTS 4' RETAINING WALL LANDSCAPE FILTRATION STRIP AC DRIVEWAY PER DETAIL, THIS SHEET NOTE: ANY DISTURBANCE ON TH -AA 4 c' NT PROPERTY REQUIRES A LETTER OF PERMISSION FROM THE PROPERTY OWNER CONCERNED. I EXISTING GRADE -- EXISTING GREENHOUSE i 7KEYSTONE - - -' - �rJJ - EXISTING TIMBER PLANTER WALLS NEW AC PAVEMENT & BASE PER STRUCTURAL SECTION NOTE 5TRUCTURAL 5ECTION NOTE (GRAV ITY- NOGEOGRID) RETAINING WALL THE STRUCTURAL SECTION SHALL BE DESIGNED BY A SOILS WITH COMPACT WALL UNITS. SEE PLAN VIEW FOR ENGINEER AT THE TIME OF CONSTRUCTION BASED ON R -VALUE WALL ELEVATIONS AND HEIGHTS TESTING AND A TRAFFIC INDEX = 4.5 THE MINIMUM SECTION SHALL BE 4" AC OVER 6" CLASS II BASE. TYPICAL SECTION - PRIVATE EASEMENT ROAD �- P/L z VERTICAL FACE KEYSTONE RETAINING WALL WITH COMPACT WALL UNITS AND GRAVEL BACKFILL. SEE PLAN VIEW FOR WALL ELEVATIONS AND HEIGHTS. 4" PERFORATED PVC DRAIN PIPE NO SCALE 1 AC PAVEMENT - GRASS OR TURF LINED OVER LANDLOK TURF REINFORCEMENT OR EQUAL - EXISTING GRADE CRUSHED ROCK LEVELING BASE BRIAN biz . E)ONALID 4 LAND5CAPE FILTRATION 5TKIP lrT.:. i NO SCALE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED BY: .. DATE: 3 BRIAN DONALD, RCE 26175 DATE: License Expires 3/31/06 2:1 CUT SLOPE P/L T OVERFLOW BUFFER AREA BRITTANY ROAD PAVEMENT EDGE & 5WALE DETAIL NO SCALE 40'+ DETENTION AREA - I TO THIGH x T WIDE EARTH BERM TOP ELEVATION = 191.0 Q O 4 PERFORATED PVC DRAIN PIPE EXISTING GRADE WRAPPED IN DEWITT FILTER SOCK MAXIMUM DETENTION AREA PONDING ELEV = 191.0 FINISH GRADE IN T WIDE x 1' DEEP 2 all OUTLET PIPES @ 0' DETENTION AREA 11/2" COURSE GRAVEL I 9 TOTAL) o APPROVALS APPROVED , 4-AA L_ BY: Ff IL CITY ENGINEER DATE 41 1710 (e o.c. w r� 5' OF 3/4" GRAVEL OVER PERFORATED Z PIPE WITH DEWITT FILTER FABRIC SOCK 0 EARTH BERM AND GRAVEL MOUND 9- SHALL BE LANDSCAPED WITH 2 STABILIZING GROUNDCOVER Z SECTION A -A w NO SCALE LUa JO w w O w d w w 04/03/06 Z CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. w GRADING AND DRAINAGE PLANS FOR: TFM 04 -112 O 9303 -G BRITTANY KOAD, LEUCADIA SHEET 2A OF5SHEETS RESOURCE DEVELOPMENT CORPORATION JN03 -013B� VITY CONNECTION 5EWEK 5Y5TEM NOTES: 1) See SEWER NOTES, Sheet 1 for additional specifications for the sewer system improvements shown on this plan. 2) All 4" sewer laterals shall have a minimum 2% slope plus a 1.2 foot drop to the main. SEWER LATERAL TABLE LATERAL No. LOT No. SEWER INVERT EL LATERAL DROP TO INVERT EL SLOPE PVMT DEPTH REMARKS STATION AT MAIN LENGTH (FT) MAIN (M AT EP EL @ LAT AT P/L (Fn 1 1 0 +00 199.94 28 1.2 201.70 2% 207.50 5.8 EXISTING 2 2 0 +00 192.00 75 1.2 193.7 2% 198.5 4.8 3 3 0 +00 192.00 75 1.2 193.7 2% 198.5 4.8 4 4 0 +00 192.00 75 1.2 193.7 2% 198.5 4.8 APPROVE4 DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS FlRE DEPARTMENT 0a., 411114 CITY OF ENCINITAS BENCHMARK No. 1024. BRASS DISC STAMPED "134WCCS1" LOCATED IN SIDEWALK IN THE SOUTHEAST 41& 06 QUADRANT OF LEUCADIA BLVD AND ORPHEUS AVENUE, 37' HORIZONTAL N/A IL EASTERLY OF TRAFFIC SIGNAL ELEVATION: 178.543 DATUM: NAVD88 VERTICAL N/A NAME DATE P/L EXISTING SEWER LATERAL TO REMAIN FOR'PARCEL 1 28' PRIVATE ROAD EASEMENT BE GRANTED AND RESERVED UPON SALE OF PROPOSED R/W EXIST R/W R/W 5' DEDICATION FOR PUBLIC ROADWAY TO BE GRANTED ON PARCEL MAP CTPM 04 -112) PCC & AC DRAINAGE SWAL PER DETAIL THIS SHEET �Tc EXISTING OVERLAY 2" MIN TI !D GRADE IST AC PVMT & BASE TYPICAL SECTION - BRITTANY ROAD NO SCALE WW C/L 11.0' 14' IMPROVED ROAD SHOULDER 1/2 STREET PAVED TRAVEL WAY 33 _ 3.0' 4.5' AC PVMT PCC SWALE 1.0' MINIMUM -- --1.5' 1.5' 4" AC / 6" CL II AB PROPOSED GRADE 0.3' MATCH OVERLAY GRADE - L PLAY 6% ° j - - EXIST AC PVMT . ^" --- I I .- EXISTING GRADE -`- 4 "AC /6 "CL II AB 7 "PCC /3 "CL II AB BUILT TO G -17 STD ESMT ESMT Y PRIVATE & PUBLIC UTILITY EASEMENT TO BE GRANTED AND RESERVED UPON SALE OF LOTS 4' RETAINING WALL LANDSCAPE FILTRATION STRIP AC DRIVEWAY PER DETAIL, THIS SHEET NOTE: ANY DISTURBANCE ON TH -AA 4 c' NT PROPERTY REQUIRES A LETTER OF PERMISSION FROM THE PROPERTY OWNER CONCERNED. I EXISTING GRADE -- EXISTING GREENHOUSE i 7KEYSTONE - - -' - �rJJ - EXISTING TIMBER PLANTER WALLS NEW AC PAVEMENT & BASE PER STRUCTURAL SECTION NOTE 5TRUCTURAL 5ECTION NOTE (GRAV ITY- NOGEOGRID) RETAINING WALL THE STRUCTURAL SECTION SHALL BE DESIGNED BY A SOILS WITH COMPACT WALL UNITS. SEE PLAN VIEW FOR ENGINEER AT THE TIME OF CONSTRUCTION BASED ON R -VALUE WALL ELEVATIONS AND HEIGHTS TESTING AND A TRAFFIC INDEX = 4.5 THE MINIMUM SECTION SHALL BE 4" AC OVER 6" CLASS II BASE. TYPICAL SECTION - PRIVATE EASEMENT ROAD �- P/L z VERTICAL FACE KEYSTONE RETAINING WALL WITH COMPACT WALL UNITS AND GRAVEL BACKFILL. SEE PLAN VIEW FOR WALL ELEVATIONS AND HEIGHTS. 4" PERFORATED PVC DRAIN PIPE NO SCALE 1 AC PAVEMENT - GRASS OR TURF LINED OVER LANDLOK TURF REINFORCEMENT OR EQUAL - EXISTING GRADE CRUSHED ROCK LEVELING BASE BRIAN biz . E)ONALID 4 LAND5CAPE FILTRATION 5TKIP lrT.:. i NO SCALE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED BY: .. DATE: 3 BRIAN DONALD, RCE 26175 DATE: License Expires 3/31/06 2:1 CUT SLOPE P/L T OVERFLOW BUFFER AREA BRITTANY ROAD PAVEMENT EDGE & 5WALE DETAIL NO SCALE 40'+ DETENTION AREA - I TO THIGH x T WIDE EARTH BERM TOP ELEVATION = 191.0 Q O 4 PERFORATED PVC DRAIN PIPE EXISTING GRADE WRAPPED IN DEWITT FILTER SOCK MAXIMUM DETENTION AREA PONDING ELEV = 191.0 FINISH GRADE IN T WIDE x 1' DEEP 2 all OUTLET PIPES @ 0' DETENTION AREA 11/2" COURSE GRAVEL I 9 TOTAL) o APPROVALS APPROVED , 4-AA L_ BY: Ff IL CITY ENGINEER DATE 41 1710 (e o.c. w r� 5' OF 3/4" GRAVEL OVER PERFORATED Z PIPE WITH DEWITT FILTER FABRIC SOCK 0 EARTH BERM AND GRAVEL MOUND 9- SHALL BE LANDSCAPED WITH 2 STABILIZING GROUNDCOVER Z SECTION A -A w NO SCALE LUa JO w w O w d w w 04/03/06 Z CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. w GRADING AND DRAINAGE PLANS FOR: TFM 04 -112 O 9303 -G BRITTANY KOAD, LEUCADIA SHEET 2A OF5SHEETS RESOURCE DEVELOPMENT CORPORATION JN03 -013B� APPROVE4 DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS FlRE DEPARTMENT 0a., 411114 CITY OF ENCINITAS BENCHMARK No. 1024. BRASS DISC STAMPED "134WCCS1" LOCATED IN SIDEWALK IN THE SOUTHEAST 41& 06 QUADRANT OF LEUCADIA BLVD AND ORPHEUS AVENUE, 37' HORIZONTAL N/A IL EASTERLY OF TRAFFIC SIGNAL ELEVATION: 178.543 DATUM: NAVD88 VERTICAL N/A NAME DATE P/L EXISTING SEWER LATERAL TO REMAIN FOR'PARCEL 1 28' PRIVATE ROAD EASEMENT BE GRANTED AND RESERVED UPON SALE OF PROPOSED R/W EXIST R/W R/W 5' DEDICATION FOR PUBLIC ROADWAY TO BE GRANTED ON PARCEL MAP CTPM 04 -112) PCC & AC DRAINAGE SWAL PER DETAIL THIS SHEET �Tc EXISTING OVERLAY 2" MIN TI !D GRADE IST AC PVMT & BASE TYPICAL SECTION - BRITTANY ROAD NO SCALE WW C/L 11.0' 14' IMPROVED ROAD SHOULDER 1/2 STREET PAVED TRAVEL WAY 33 _ 3.0' 4.5' AC PVMT PCC SWALE 1.0' MINIMUM -- --1.5' 1.5' 4" AC / 6" CL II AB PROPOSED GRADE 0.3' MATCH OVERLAY GRADE - L PLAY 6% ° j - - EXIST AC PVMT . ^" --- I I .- EXISTING GRADE -`- 4 "AC /6 "CL II AB 7 "PCC /3 "CL II AB BUILT TO G -17 STD ESMT ESMT Y PRIVATE & PUBLIC UTILITY EASEMENT TO BE GRANTED AND RESERVED UPON SALE OF LOTS 4' RETAINING WALL LANDSCAPE FILTRATION STRIP AC DRIVEWAY PER DETAIL, THIS SHEET NOTE: ANY DISTURBANCE ON TH -AA 4 c' NT PROPERTY REQUIRES A LETTER OF PERMISSION FROM THE PROPERTY OWNER CONCERNED. I EXISTING GRADE -- EXISTING GREENHOUSE i 7KEYSTONE - - -' - �rJJ - EXISTING TIMBER PLANTER WALLS NEW AC PAVEMENT & BASE PER STRUCTURAL SECTION NOTE 5TRUCTURAL 5ECTION NOTE (GRAV ITY- NOGEOGRID) RETAINING WALL THE STRUCTURAL SECTION SHALL BE DESIGNED BY A SOILS WITH COMPACT WALL UNITS. SEE PLAN VIEW FOR ENGINEER AT THE TIME OF CONSTRUCTION BASED ON R -VALUE WALL ELEVATIONS AND HEIGHTS TESTING AND A TRAFFIC INDEX = 4.5 THE MINIMUM SECTION SHALL BE 4" AC OVER 6" CLASS II BASE. TYPICAL SECTION - PRIVATE EASEMENT ROAD �- P/L z VERTICAL FACE KEYSTONE RETAINING WALL WITH COMPACT WALL UNITS AND GRAVEL BACKFILL. SEE PLAN VIEW FOR WALL ELEVATIONS AND HEIGHTS. 4" PERFORATED PVC DRAIN PIPE NO SCALE 1 AC PAVEMENT - GRASS OR TURF LINED OVER LANDLOK TURF REINFORCEMENT OR EQUAL - EXISTING GRADE CRUSHED ROCK LEVELING BASE BRIAN biz . E)ONALID 4 LAND5CAPE FILTRATION 5TKIP lrT.:. i NO SCALE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED BY: .. DATE: 3 BRIAN DONALD, RCE 26175 DATE: License Expires 3/31/06 2:1 CUT SLOPE P/L T OVERFLOW BUFFER AREA BRITTANY ROAD PAVEMENT EDGE & 5WALE DETAIL NO SCALE 40'+ DETENTION AREA - I TO THIGH x T WIDE EARTH BERM TOP ELEVATION = 191.0 Q O 4 PERFORATED PVC DRAIN PIPE EXISTING GRADE WRAPPED IN DEWITT FILTER SOCK MAXIMUM DETENTION AREA PONDING ELEV = 191.0 FINISH GRADE IN T WIDE x 1' DEEP 2 all OUTLET PIPES @ 0' DETENTION AREA 11/2" COURSE GRAVEL I 9 TOTAL) o APPROVALS APPROVED , 4-AA L_ BY: Ff IL CITY ENGINEER DATE 41 1710 (e o.c. w r� 5' OF 3/4" GRAVEL OVER PERFORATED Z PIPE WITH DEWITT FILTER FABRIC SOCK 0 EARTH BERM AND GRAVEL MOUND 9- SHALL BE LANDSCAPED WITH 2 STABILIZING GROUNDCOVER Z SECTION A -A w NO SCALE LUa JO w w O w d w w 04/03/06 Z CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. w GRADING AND DRAINAGE PLANS FOR: TFM 04 -112 O 9303 -G BRITTANY KOAD, LEUCADIA SHEET 2A OF5SHEETS RESOURCE DEVELOPMENT CORPORATION JN03 -013B� �- P/L z VERTICAL FACE KEYSTONE RETAINING WALL WITH COMPACT WALL UNITS AND GRAVEL BACKFILL. SEE PLAN VIEW FOR WALL ELEVATIONS AND HEIGHTS. 4" PERFORATED PVC DRAIN PIPE NO SCALE 1 AC PAVEMENT - GRASS OR TURF LINED OVER LANDLOK TURF REINFORCEMENT OR EQUAL - EXISTING GRADE CRUSHED ROCK LEVELING BASE BRIAN biz . E)ONALID 4 LAND5CAPE FILTRATION 5TKIP lrT.:. i NO SCALE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED BY: .. DATE: 3 BRIAN DONALD, RCE 26175 DATE: License Expires 3/31/06 2:1 CUT SLOPE P/L T OVERFLOW BUFFER AREA BRITTANY ROAD PAVEMENT EDGE & 5WALE DETAIL NO SCALE 40'+ DETENTION AREA - I TO THIGH x T WIDE EARTH BERM TOP ELEVATION = 191.0 Q O 4 PERFORATED PVC DRAIN PIPE EXISTING GRADE WRAPPED IN DEWITT FILTER SOCK MAXIMUM DETENTION AREA PONDING ELEV = 191.0 FINISH GRADE IN T WIDE x 1' DEEP 2 all OUTLET PIPES @ 0' DETENTION AREA 11/2" COURSE GRAVEL I 9 TOTAL) o APPROVALS APPROVED , 4-AA L_ BY: Ff IL CITY ENGINEER DATE 41 1710 (e o.c. w r� 5' OF 3/4" GRAVEL OVER PERFORATED Z PIPE WITH DEWITT FILTER FABRIC SOCK 0 EARTH BERM AND GRAVEL MOUND 9- SHALL BE LANDSCAPED WITH 2 STABILIZING GROUNDCOVER Z SECTION A -A w NO SCALE LUa JO w w O w d w w 04/03/06 Z CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. w GRADING AND DRAINAGE PLANS FOR: TFM 04 -112 O 9303 -G BRITTANY KOAD, LEUCADIA SHEET 2A OF5SHEETS RESOURCE DEVELOPMENT CORPORATION JN03 -013B� PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED BY: .. DATE: 3 BRIAN DONALD, RCE 26175 DATE: License Expires 3/31/06 2:1 CUT SLOPE P/L T OVERFLOW BUFFER AREA BRITTANY ROAD PAVEMENT EDGE & 5WALE DETAIL NO SCALE 40'+ DETENTION AREA - I TO THIGH x T WIDE EARTH BERM TOP ELEVATION = 191.0 Q O 4 PERFORATED PVC DRAIN PIPE EXISTING GRADE WRAPPED IN DEWITT FILTER SOCK MAXIMUM DETENTION AREA PONDING ELEV = 191.0 FINISH GRADE IN T WIDE x 1' DEEP 2 all OUTLET PIPES @ 0' DETENTION AREA 11/2" COURSE GRAVEL I 9 TOTAL) o APPROVALS APPROVED , 4-AA L_ BY: Ff IL CITY ENGINEER DATE 41 1710 (e o.c. w r� 5' OF 3/4" GRAVEL OVER PERFORATED Z PIPE WITH DEWITT FILTER FABRIC SOCK 0 EARTH BERM AND GRAVEL MOUND 9- SHALL BE LANDSCAPED WITH 2 STABILIZING GROUNDCOVER Z SECTION A -A w NO SCALE LUa JO w w O w d w w 04/03/06 Z CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. w GRADING AND DRAINAGE PLANS FOR: TFM 04 -112 O 9303 -G BRITTANY KOAD, LEUCADIA SHEET 2A OF5SHEETS RESOURCE DEVELOPMENT CORPORATION JN03 -013B� LO ro LO .r LQ N to 0 1 c�I IQ u� REVISIONS a 2 +00 3 +00 4 +00 FIRE DEPT ACCESS NOTES: 5 +00 CONSTRUCTION MATERIALS: Prior to the delivery of construction materials 5EE 5HEET 2 FOR 5EWER LATERAL TABLE & DETAIL5 to the project site, the following conditions shall be completed to the satisfaction 5EE 5HEET 2 FOP. WATER MAIN LAYOUT DETAIL5 of the Fire Dept: 1. All wet and dry utilities shall be installed and approved by the appropriate y inspecting department or agency. I I j o j 2. As a minimum, the first lift of asphalt paving shall be in place to provid& a 'PARCEL 2 PARCEL 3 permanent all weather surface for emergency vehicles. I 0 I , I 13. All fire hydrants shall be installed, in service, and accepted by the Fire ept EXISTIN REENHOUSE TO REMAIN and applicable water district. (� TO BE R'Rf@ ) i I bra+ �orw nraubal– r�rza��ENHODSE�c09DMMATNDNACTICIr N/1TFl f _ J F be aTminimum No_f.24feetanAwidtlsdu ng construction I ©d maintained freela i Y nd ® F I I wlear, Including the parking of vehicles, in accordance with the Uniform Firs _ Code and the Encinitas Fire Dept: )N STR Er^FE DDTtler Tf1 RI ITI fl1Nl(` DGRMiFS ' � E E�... _ PARCEL 4 iB . � � ,i w � i � ' L�... � � � � . °.", , -� .� �` °—` `"" °,.may °�,° ,�. ,� •`° °'� chi^' I v> d W W 6EE py+ d"3 C3 W w o ` �'` ETENTION AREA TO BE CONSTRUCTED W., W ° �zo r ca z a I ( O AS PASE 1 IMPROVEMENT PRIOR TO RECORDING ____ F-PA MAP PER DETAIL, SECTION A -A, SHEET r � - LL Vi LLd lid 0 . R EET 3 U c , " 1 i 191.0 CONTOQ UR v2 LIMIT F DETENTION PO NDING Q ° IRO RARKING- FIRE ANEi i T A. 19 grfv' PLR FIRE DEPT 5TD7 + ..II _ ._ ... ........... •....�' � 2A ar, SL.00E _ { "(: -^ �{^ -.t -�^ ;q ryT9;yy c {`,; ryy (^ � (Y�� +,y ( ' p J Q\�•v�T� I pp,,O iw- ..ya . ........ ...... mm... ...... y�.............I...,. ..... .....,. a..... ....rv+[. L ...lw� ....w. ....... «...» -^.w 'aw 3.. 9 lli YI.T EWAILFi J6[LYIL -iSIL� if.6. _$.. \ 4 • . „ — w ...., " — E 4 t p ... PROJECT SITED ENTION AREA ti �c a r,1 �$'. I - ��- � � � �q �� ' ' �� 8t / MAXIMUM PONDING ELEVATION = 91.0 0 N 51 2 // I I MY V r4 -- a. L — } .1:i i4 Pub ii, - ; x, r STORAGE CAPACITY = 1,700 CUBIC FEET io «, ^- a l.t . �'' F'''d� TEK NAThI s TEMPO'RAL,RY EARTH DRAINAGE � � ��' �� I 1 / / I i o 0 NO °43'Ofi E .' DITCH 5EE NOTE BELOW ' - / 191.0 TOP OF DETENTION BERM r�? _ j ._.. (( ^— f f —. - — : ... ;:. - _ _ PIPE WRAPPED- -- - FILTER SOC_ ., . >: c�_. ,.; i J— 5 " .. _. p of ,f :: , CT''s .�n(1 �, !Y " - - -A - --- 2" SCHEDULE �J P�si'T'E��,Ei��^t�l$E6 z,i(t(F "!r L.F;i �TO rARf.L'l .� LI E?::: a - .,:. ... ...I. r ,c� .... , ...�. s < �: -_. � r &�,f,�' i,.., a iPERFORAiED WCP __... _. ------- _ _ c, L SC €I( G. C1SS,t L,SJtY_ d(tLt,L„ d, 1 i.s „ _r ;I. - t o -- : ^! - -- t.'�--- ��-- --,. -tr ' ,'i :"-;L, �?' "rf7 - n:c T- . �I II — r— ::.�..,— ,— - ,..::._ �. _.� > -- -- ,..� _...: <r- /,. -rhr rte_ �- . -. y..:ae`- .��.._,.....'.� —: >.xs - '..n.-a�t.:d,. _ .— ..., . _ .. .. . y x ' O .... l .:. 14bIZ7. _.... ir O — Ft6R - i•9HER PLANTERS DaS€iNG Q ............. _ _ � - 7 a` 41 I— o en o� I a EXISTING GREENHOUSE Kam° -`l+II IE I N O O APPROVED DATE REFERENCES DATE BENCH MARK CITY OF ENCINITAS BENCHMARK No. 1032. BRASS DISC STAMPED "ENC TC2" LOCATED IN THE TOP OF EAST CURB OF VULCAN AVENUE 2.5' NORTH OF DRIVEWAY ENTRANCE TO THE HORIZONTAL CITY OF ENCINITAS ADMINISTRATION OFFICES. ELEVATION: 89.86 DATUM: NVGD29 VERTICAL SCALE ENCINITAS FIRE DEPARTMENT N/A IYJH NAME DATE ' Bi' � RE� NING WALL \ w -362-67 fJJ i W r J J LU sA1Ar J _. PLAN ,W o No. 26175 \, ` O Ar gvll * SCALE: 1' = za' TEMPORARY EARTH DRAINAGE DITCH - Tw x 1.5' DEEP - FROM STY END w OF THE PHASE 1 LANDSCAPE STRIP TO THE DETENTION BASIN TO BE ,♦ \ > LANDSCAPE AREAS FOR BEST MANAGEMENT 10 20 30 ao so r PRACTICE NOT TO BE MODIFIED WITHOUT CI►4 CONSTRUCTED WITH PHASE 1 IMPROVEMENTS AND MAINTAINED BY y' < A PERMIT FROM THE CITY I;; PROPERTY OWNER UNTIL PHASE 2 IMPROVEMENTS ARE COMPLETED. 05/26/05 z HE KED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. w PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROV GRADING AND DRAINAGE PLANS FOR: 12L BY: BY: TFM 04 -112 9303-G CITY ENGINE BRIAN DONALD, RCE 26175 DATE: DATE: 6. � 71 OS DATE: 6 /F1 ®s Bi�ITTANY ROAD, LEUCADIA € ►'� LicenseLxpires3 /31/06 SHEET 30F SHEETS RESOURCE DEVELOPMENT CORPORATION JN03 -013B 1 a Ix a a 2 +00 3 +00 4 +00 FIRE DEPT ACCESS NOTES: 5 +00 CONSTRUCTION MATERIALS: Prior to the delivery of construction materials 5EE 5HEET 2 FOR 5EWER LATERAL TABLE & DETAIL5 to the project site, the following conditions shall be completed to the satisfaction 5EE 5HEET 2 FOP. WATER MAIN LAYOUT DETAIL5 of the Fire Dept: 1. All wet and dry utilities shall be installed and approved by the appropriate y inspecting department or agency. I I j o j 2. As a minimum, the first lift of asphalt paving shall be in place to provid& a 'PARCEL 2 PARCEL 3 permanent all weather surface for emergency vehicles. I 0 I , I 13. All fire hydrants shall be installed, in service, and accepted by the Fire ept EXISTIN REENHOUSE TO REMAIN and applicable water district. (� TO BE R'Rf@ ) i I bra+ �orw nraubal– r�rza��ENHODSE�c09DMMATNDNACTICIr N/1TFl f _ J F be aTminimum No_f.24feetanAwidtlsdu ng construction I ©d maintained freela i Y nd ® F I I wlear, Including the parking of vehicles, in accordance with the Uniform Firs _ Code and the Encinitas Fire Dept: )N STR Er^FE DDTtler Tf1 RI ITI fl1Nl(` DGRMiFS ' � E E�... _ PARCEL 4 iB . � � ,i w � i � ' L�... � � � � . °.", , -� .� �` °—` `"" °,.may °�,° ,�. ,� •`° °'� chi^' I v> d W W 6EE py+ d"3 C3 W w o ` �'` ETENTION AREA TO BE CONSTRUCTED W., W ° �zo r ca z a I ( O AS PASE 1 IMPROVEMENT PRIOR TO RECORDING ____ F-PA MAP PER DETAIL, SECTION A -A, SHEET r � - LL Vi LLd lid 0 . R EET 3 U c , " 1 i 191.0 CONTOQ UR v2 LIMIT F DETENTION PO NDING Q ° IRO RARKING- FIRE ANEi i T A. 19 grfv' PLR FIRE DEPT 5TD7 + ..II _ ._ ... ........... •....�' � 2A ar, SL.00E _ { "(: -^ �{^ -.t -�^ ;q ryT9;yy c {`,; ryy (^ � (Y�� +,y ( ' p J Q\�•v�T� I pp,,O iw- ..ya . ........ ...... mm... ...... y�.............I...,. ..... .....,. a..... ....rv+[. L ...lw� ....w. ....... «...» -^.w 'aw 3.. 9 lli YI.T EWAILFi J6[LYIL -iSIL� if.6. _$.. \ 4 • . „ — w ...., " — E 4 t p ... PROJECT SITED ENTION AREA ti �c a r,1 �$'. I - ��- � � � �q �� ' ' �� 8t / MAXIMUM PONDING ELEVATION = 91.0 0 N 51 2 // I I MY V r4 -- a. L — } .1:i i4 Pub ii, - ; x, r STORAGE CAPACITY = 1,700 CUBIC FEET io «, ^- a l.t . �'' F'''d� TEK NAThI s TEMPO'RAL,RY EARTH DRAINAGE � � ��' �� I 1 / / I i o 0 NO °43'Ofi E .' DITCH 5EE NOTE BELOW ' - / 191.0 TOP OF DETENTION BERM r�? _ j ._.. (( ^— f f —. - — : ... ;:. - _ _ PIPE WRAPPED- -- - FILTER SOC_ ., . >: c�_. ,.; i J— 5 " .. _. p of ,f :: , CT''s .�n(1 �, !Y " - - -A - --- 2" SCHEDULE �J P�si'T'E��,Ei��^t�l$E6 z,i(t(F "!r L.F;i �TO rARf.L'l .� LI E?::: a - .,:. ... ...I. r ,c� .... , ...�. s < �: -_. � r &�,f,�' i,.., a iPERFORAiED WCP __... _. ------- _ _ c, L SC €I( G. C1SS,t L,SJtY_ d(tLt,L„ d, 1 i.s „ _r ;I. - t o -- : ^! - -- t.'�--- ��-- --,. -tr ' ,'i :"-;L, �?' "rf7 - n:c T- . �I II — r— ::.�..,— ,— - ,..::._ �. _.� > -- -- ,..� _...: <r- /,. -rhr rte_ �- . -. y..:ae`- .��.._,.....'.� —: >.xs - '..n.-a�t.:d,. _ .— ..., . _ .. .. . y x ' O .... l .:. 14bIZ7. _.... ir O — Ft6R - i•9HER PLANTERS DaS€iNG Q ............. _ _ � - 7 a` 41 I— o en o� I a EXISTING GREENHOUSE Kam° -`l+II IE I N O O APPROVED DATE REFERENCES DATE BENCH MARK CITY OF ENCINITAS BENCHMARK No. 1032. BRASS DISC STAMPED "ENC TC2" LOCATED IN THE TOP OF EAST CURB OF VULCAN AVENUE 2.5' NORTH OF DRIVEWAY ENTRANCE TO THE HORIZONTAL CITY OF ENCINITAS ADMINISTRATION OFFICES. ELEVATION: 89.86 DATUM: NVGD29 VERTICAL SCALE ENCINITAS FIRE DEPARTMENT N/A IYJH NAME DATE ' Bi' � RE� NING WALL \ w -362-67 fJJ i W r J J LU sA1Ar J _. PLAN ,W o No. 26175 \, ` O Ar gvll * SCALE: 1' = za' TEMPORARY EARTH DRAINAGE DITCH - Tw x 1.5' DEEP - FROM STY END w OF THE PHASE 1 LANDSCAPE STRIP TO THE DETENTION BASIN TO BE ,♦ \ > LANDSCAPE AREAS FOR BEST MANAGEMENT 10 20 30 ao so r PRACTICE NOT TO BE MODIFIED WITHOUT CI►4 CONSTRUCTED WITH PHASE 1 IMPROVEMENTS AND MAINTAINED BY y' < A PERMIT FROM THE CITY I;; PROPERTY OWNER UNTIL PHASE 2 IMPROVEMENTS ARE COMPLETED. 05/26/05 z HE KED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. w PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROV GRADING AND DRAINAGE PLANS FOR: 12L BY: BY: TFM 04 -112 9303-G CITY ENGINE BRIAN DONALD, RCE 26175 DATE: DATE: 6. � 71 OS DATE: 6 /F1 ®s Bi�ITTANY ROAD, LEUCADIA € ►'� LicenseLxpires3 /31/06 SHEET 30F SHEETS RESOURCE DEVELOPMENT CORPORATION JN03 -013B 1 a Ix -- -- _t - - -- -- -- - -' -- ---i - - -- - - - - - -. - - I 1 , - - ' 1 -i 1 1 f. t �- I - - -- -- - - - - -- -- -- — - -- -i- -- �- � i - i�I I � 1 I � - - -�- - - - -1- 1 }��E•11IIItfV - --t �- - --� - - -- - -� - - -� I -- B,tiM ' kNY - OA — - - o - -- - - - - -- -+ - -- - - t - - -- -- - - -� S- LE: 1" _= 20' HORIZONTAL -. I. - :L"= 4' VERT]:CAL, I } - -t- _..+ i j { __r- + + -i- + �I_..... E__- -- � --� t - -._ -- _- --- ---� -- --�� - -�- - - -- - -� -_. -� - - -- -- - -t -- - -- -- - - - - -- - - t. - - - - 1 -- - - - -- -- - - - - 2Y - 25' .� I_.- �. _ h 4_ _i'_ -_ i -_ _ - �".___j-___ - -i --_ - - __-t "- �. __i�__ ______ +__ -._ -_ - __� -__ _ __ + O II t -- - - -- .__ _ - - 77t ..IoW �. - Q g O Q ¢ z +- I� - - u - - -- 1 f - N z � I - - - -- I - + - -- � - ill , , - - - - -- -- I -- -- -- -- - I -- - - - v - -t 1.._ li --±- ° - -- - - - -- - - -- -- -1 — 6 b n � - - - - -� I — A._..._ _ 00 VERTI _ L UR I 4 , � I - - _ -, - - - '- -- - - - EXI N 8 ° C TE MAI - - -- - GRADE -' P - AT� 1 --t ROAb F- - - } - - _ - : 59 _ o + - �+ ' m 1p r 0 ° - - PI -3 19°1.2 Gl. 3.59 /o G2 5 1,- 0,0 - - % + -- - _ - - -- - -- ! - - - -I - t Q to - j - - - -- - � } � -- T -- -- - - - - - - + - -� -- - - - - - o - -PINT / L- - EXIS NG - 8 d _4'- _ ._. -... -_ _ S _� r —_ rn -------- - ( 1 - sc�I u�p ORES SURE EWE i �• _ a _ z 'N'F - N N ____ �.. - + N N .� ,, 7 1 4 t Q - - -- - -- � - -�- - -� - - - -- - $ _I - - + - -j- -- - - - - -- - -- - -� - -f- -- - -. - -- S - MAt - 2 50 C WA R TE R1p AIN I o.. 1 - ' -1 - I r g - - - I - + - - -- t -T L- - - pETNTI�N C -- I - - - - - -- � - -- -- - f- _ +- - - - I - -- - - - - - -- -+' - -- v - -o } ^' - - - - -- - ± - -- t - - - - - - -'- - - - t - - -i - j - -- - -- -- - - -f - - - I - - -II - w - m 1- I __4 -. �_ It i-r _ I I I I I Ir Q i 0 +00 1 +00 2 +00 3 +00 4 +00 FIRE DEPT ACCESS NOTES: 5 +00 6 +00 5EE SHEET 2 5EE 5HEET 2 FOK 5EWEK LATERAL TABLE & PETAIL5 CONSTRUCTION MATERIALS: Prior to the delivery of construction materials to the project site, the following conditions shall be completed to the satisfaction 5EE SHEET 2 FOR WATEK MAIN LA ETAIL5 of the Fire Dept: ti � 1. All wet and dry utilities shall be installed and approved by the appropriate I inspecting department or agency. �u 12. As a minimum, the first lift of asphalt paving shall be in place to providt a III I PARCEL 1 ' PARCEL 2 /' PARCEL —' 3 permanent all weather surface for emergency vehicles. m II I - Ii I I 13. All fire hydrants shall be installed, in service, and accepted by the Fire Qept EXISTING GREENHOUSE TO BE REMOVED OR EXISTING GREENHOUSE TO BE- REMOVED l I i and applicable water district. I I -rte EXISTING GREENHOUSE TO BE REMOVED I ►I MODIFIED TO CONFORM TO-RtQUIRED - B SETBACKS PRIOR TO THE 'ISSUANCE OF A �9 OR MODIFIED TO CONFORM TO REQUIRED _ - - - - - - - SETBACKSPRIOR TO THE ISSUANCE 0� A' OBSTRUCTION OF ROADWAYS DURING CONSTRUCTION: - AU_roadwa s s a I - - -- road y iP� be fEet ` l �� vN L I I' a minimum o in width Burin construction and maintaine fr €land _ - g✓e BUILDING PERMjT F6OR PARCELS 1, 2 OR 3 I l —BUILDING-PERMIT FOR PARCELS -2,1 OR 4 - clear, Including the parking of vehicles, in accordance with the Uniform Firs Code and the Encinitas Fire Dept. o I II I L I I 11� � I v o I % A --r a I I I I w 1961 12 I o �:.� -.� —, I = ° m / / , � t7,3: —�, PARCEL 4 - �ii{E1A- - C✓ tae II II a ADJUST TO I �j I 1 I I v w I g � � °.,o o l 1Z IN w �c'USE �?� II'. m3 / - Z�� =Q� o 7 ° ¢ ZU _. ¢ _ W I U ° / EXISTING DETENTION-AREA PER SECTION A A o / SHEET 3 TO BE PRESERVED 1 Y- - w .pn - -' -- -- - -- - -'- ¢ d ¢Z - �' -- °tN Q Z I l \ ° �f 0 w pV n 's °n za� o ) �J �191.000NTOUR �6 ° �¢ rt -- u /` tt ''�' F qp, P a d ' N+, 0 3� / UMT _ ± 5 % r a I LIMIT PF DETENTION POND 113 NO PARKING _ERE IANEE' Q i o 1 10' 1g�`Wn'/ CONNECT TO "? T , g SIGN PER ftREDEPTSTDS I l eo 10'x- 0 EXISTING WATER MAIN I 0 -- - - - - -- i_ -_ a_�_ _- ® - ®- rt _ 1, 1 �E &WAS STD WA 01 (2 EA) ._....,.._. -.... s - _ ..>... ., ,..A .�- ... , ,.. ,. t .. _. .��., .., . ,.. o 200.4 FS z 2;1 CUT SLOPE ®_. _ ®s� S ,. . ...__ ,- . ,: -- C c c 0l SE T = w w - w - w__ -w — w w w - w 1 °wPVC PRrvk-T WA"(R RVIq UtLFpRECL — - - Ilw kV I�'Q,+ PROJECT SITED ENTION AREA ti�� I / MAXIMUM PONDING ELEVATION _ I ° w — w — w o w w o CONhUCTI�N C/L 4°s' of g *� — w w w — w - w J60 L.F. T PVC W�TER MA&N w — °r ° -r o o\ iv sz 4 ^� 25 L.F. 4" DATER MAIN °o TEMPO ARY EARTH DRAINAGE ° 3 / = 91.0 / i STORAGE CAPACITY = 1,700 CUBIC FEET x - �-^ gg \ ;, - s N o � s s— s —s— s -_s -_ s -. s -' s s s s- s s- s s _ - N NO °43'06 "E i s - --1- - - - -- - _ _ - -- _ - - � - i 2" SCHEDULE 80 PVC PRESSURE -SEWER LATERAL (155 L.F.) M CH SEE M g �°O DIT NOTE BELOW � 7 - -- _ - -- - _ -- - _- �� - -- - � __ _ -- - - - - - -._ - - -- I �''- '•' 191.0 TOP OF DETENTION BERM �O TO PARCEL 3 _ _ `<`' 3� / ti PERFORATED PVC PIPE WRAPPED IN DEWrrT FILTER _ • ,.199.0 FS , .' �- -s- s s s } .-� ,' , s s s— s— s— s— s— s—'s- s..:_ — s '- s h s s- s- s- s- s- s- s- s- s- s- s- .. 5 - s s s s s s s t 2 "S�80 PRE_ URE¢EyYER TERAL(27�L jTO�ARCEL4 - - --?J'� '- -- - !i9 - .. .,. > ... ... _.. __. -_ �Y.� .._.... s s 5 _ s s s 3 s s s s_ Y ✓ > >, s s s.. _ OVERFLO BUFFER ZONE c yy -- _.130, -- BEISiINGT14BERIPLAN 1 R ' I 519.50'1 — 146G5 QQSANG- PCG�RAINAG €�rrcr+ -- 112.85' - i a _ �, - -- 4� ; -- - ��sT -- --- -- --- -- - DECK --------- - T- �✓S >> POOLS OUSE �I_IN o� `1 1 °9 1g9 �g0 ° +- --- --- --- - - - - S f$ -- - -- 0 �I� 06. %EXISRNG TIMBER PLANTERS O m ��y � -- -- + - 1 0 1 g 184F/t a w� -- EXISTING HOUSE SO 111 \ \\ i o r�i, h - - - -- - - - -- 1• I Qj9lpd 8 c� �_w I zz - _ -_ -_ -_ II �' = G� �� I I �s�' m ti6` r----------------------- '---------- ---- S —1- s a rn LL �� ti•'�� L2 F- o a 13 ola III �wla 152' KEYSTONE RETAI G WALL= ° EXISTING GREENHOUSE I 2801 KEYST RETAI NG WALL EXISTING HOUSE CS - I ! 3 PER DEfAI , HT 2 III r EXISTING POOL J J- 02 111 ^ /I r of J Y �J III PER D AIL Ski 2 I I _ /I J c BRIAN Fitic� r, f J J r� J J 1 I i 'L/ / (I 2 cS f J J 2 0 5 ��- 2 J �f - � I 19 6 o+� 1 iii I ( w DONALD I , - - - - - -- - fi - ----- -____- ) III 1 i cr No. 26175. CIVIL I SCALE: I" = 20' TEMPORARY EARTH DRAINAGE DITCH - 3'w x 1.5' DEEP - FROM S'LY END Professions! e� OF THE PHASE 1 LANDSCAPE STRIP TO THE DETENTION BASIN TO BE r9T� �� 10 20 30 40 50 ®� � L� � CONSTRUCTED WITH PHASE 1 IMPROVEMENTS AND MAINTAINED BY R A A � A LANDSCAPE AREAS FOR BEST MANAGEMENT >y r^ � <{ PRACTICE NOT TO BE MODIFIED WITHOUT '> > ^ ^ A PERMIT FROM THE CITY PROPERTY OWNER UNTIL PHASE 2 IMPROVEMENTS ARE COMPLETED. 04/03/06 REVISIONS APPROVE DALE REFERENCES DATE BENCH MARK SCALE ENCINITAS FIRE DEPARTMENT CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 1 i REPLACES ORIGINAL SHEET 2 SDWD REVISION APPROVAL 41ffj O CITY OF ENCINITAS BENCHMARK No. 1024. BRASS DISC STAMPED "134WCCS1" LOCATED IN SIDEWALK IN THE SOUTHEAST QUADRANT OF LEUCADIA BLVD AND ORPHEUS AVENUE, 37' HORIZONTAL N/A PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED � GRADING AND DRAINAGE PLANS FOR: LWD REVISION APPROVAL 4 d6 EASTERLY OF TRAFFIC SIGNAL N/A BY. BY. DATE: - .. fret CITY ENGINEER TIM 04-112 O 9303 -G ?'� Shy S ne_,i 3 �"r VERTICAL ELEVATION: 178.543 DATUM: NAVD88 �/ BRIAN DONALD, RCE 175 DATE: DAIS 4f (7.1 d G NAME DATE License Expires 3/31/06 BRITTANY KOAD, LEUCADIA SHEET 3A OF .SHEETS Z O d 0:� O H Z w a 0 w 0 w 0 w Ce d w w z C7 z w RESOURCE DEVELOPMENT CORPORATION JN03 -01313- ER05ION CONTROL NOTES 1. In case emergency work is required, contact JIM RILEY, at (760) 415 -0361 2. Equipment and workers for emergency work shall be made available at all times during the rainy season (October 1 to April 15). All necessary materials shall be stockpiled on site at convenient locations to facilitate rapid construction of temporary devices when rain is imminent. 3. Devices shown on plans shall not be moved or modified without the approval of the Engineering Inspector. 4. The Contractor shall restore all erosion control devices to working order to the satisfaction of the City Engineer after each run -off producing rainfall. 5. The contractor shall install additional erosion control measures as may be required by the City Engineer due to an incomplete grading operation or unforeseen circumstances which may arise. 6. The Contractor shall be responsible and shall take necessary precautions to prevent public trespass onto areas when impounded waters create a hazardous condition 7. All erosion control measures provided per the approved Grading Plan shall be incorporated hereon. 8. Graded areas around the project perimeter must drain away from the face of slope at the conclusion of each work day. 9. All removable protective devices shown shall be in place at the end of each working day when the five (5) day rain probability forecast exceeds forty percent (40%). Silt and other debris shall be removed after each rainfall. 10. Should germination of hydroseeded slopes fail to provide effective coverage of graded slopes (90% coverage) prior to November 15, the slopes shall be stabilized with punched straw installed in accordance with Section 35.023 of the Erosion Sediment Control Handbook of the State of California Department of Conservation. HYDR05EED NOTES 1) Hydroseeding shall be applied to all slopes that are graded 6:1 (Horizontal to Vertical) or steeper when they are: On -site Construction Material Storage 1. Three feet or more in height in fill areas. cc 2. Five feet or more in height in cut areas, unless slope is not subject to erosion due to the erosion resistant character of the material as approved by the City Engineer. 2) Irrigation shall maintain a moisture level of the soil at the optimum level for the growth of the hydroseed mix. Construction Site Access 3) Hydroseeding Mix shall consist of all of the following: A stabilized construction site access shall be provided for vehicles egress and 1. Seed mix shall consist of no less than: Minimum % Purity/Germination a. 2.0 lbs. per acre of ARTEMISIA CALIFORNICA 05/60 b. 2.0 Ibs, per acre of CAMISSONIA CHEIRANTHIFOLIA 90/80 c. 4.0 lbs per acre of ENCELIA CALIFORNICA 40/60 d. 4.0 lbs per acre of ERIGONUM FASCICULATUM Training e. 3.0 lbs per acre of ESCHSCHOLZIA CALIFORNICA 98180 f. 12.0 lbs. per acre of FESTUCA RUBRA'MOLATE' 95/80 g. 1.0 lbs. per acre of LAYIA PLATYGLOSSA 60/60 h. 6.0 lbs. per acre of LOTUS SCOPARIUS 90/80 i. 4.0 lbs. per acre of MELICA IMPERFECTA 80/60 j. 3.0 lbs per acre of MIMULUS AURANTIACUS PUNICEUS 02/60 k. 3.0 lbs. per acre of PHACELIA CAMPANULARIA 98/75 I. 3.0 lbs. per acre of RHUS INTEGRIFOLTA materials. Dumping of unused or waste products on the ground, where water can carry them into the conveyance system is strictly prohibited. m. 2.0 lbs. per acre of SALVIA MELLIFERA 70/50 n. 8.0 lbs. per acre VULPIA MICROSTACHYS 90/80 2. Type 1 mulch applied at the rate of no less than 2,000 lbs per acre. Type 6 mulch (straw) may be substituted, all or part, for hydraulically applied fiber material. When straw is used, it must be anchored to the slope by mechanically punching no less than 50% of the straw into the soil. 3. Fertilizer consisting of ammonium phosphate sulfate, 16-20-0, with 15% sulphur applied at the rate of 500 lbs. per acre. 4) Areas to be hydroseeded shall be prepared prior to hydroseeding by: 1. Roughening the surface to be planted by any or a combination of: a. Track walking slopes steeper than 6:1. b. Ripping areas that will not break up using item "a" above. 2. Conditioning the soils so that it is suitable for planting by: a. Adjusting the surface soil moisture to provide a damp by not saturated seed bed. b. The addition of soil amendments, ph adjustment, leaching or covering saline soils to provide viable conditions for growth. 5) Hydroseeded areas shall be maintained to provide a vigorous growth until the project is permanently landscaped or, for areas where hydroseeding is the permanent landscaping, until the project is completed and all security released. REVISIONS I APPROVED. I DATE I REFERENCES I DATE I I rs IN OL FLAN SCALE: i" = 40' 0 20 40 60 80 100 120 PARCEL 1 CONSTRUCTION T. 2 PRIVATE ROAD 4-1-12 NOTE: CONSTRUCT SEDIMENT BARRIER AND CHANNEL RUNOFF TO SEDIMENT TRAPPING DEVICE STABILIZED PARCEL 4 GRAVEL-BAdCHECK DAM ; STORM RUNOFF @ 50' o.c, i s DETENTION AREA t t GRAVEL BAG DAM I r t° /- 2 BAGS HIGH 11/2" CRUSHED ROCK 1 SPECIFIED BY A SOILS ENGINEER ILTER FABRIC ON .1' MIN. UNLESS OTHERWISE SECTION A -A ORIGINAL GRADE No Scale _........ate_...... �..._ _.._. � 7-, ... -, I i I i r i BENCH MARK SCALE ENCINITAS FIRE DEPARTMENT utscNtu BY DRAWN BY - CHECKED BY bd CITY OF ENCINITAS BENCHMARK No. 1024. BRASS DISC PLANS PREPARED UNDER SUPERVISION OF STAMPED "13001" LOCATED IN SIDEWALK IN THE SOUTHEAST QUADRANT OF LEUCADIA BLVD AND ORPHEUS AVENUE, 37' HORIZONTAL N/A EASTERLY OF TRAFFIC SIGNAL - DATE: ELEVATION: 178.543 DATUM: NAVD8B VER71CAL N/A BRIAN DONALD, RCE 26175 NAME DATE License Expires 3/31/06 RECOMMENDED BY: DATE: APPROVALS Ivy/ /,If•� �' LEGEND ITEM REFERENCE 5YM50L QUANTITY GRAVEL BAG CHECK DAMS CALTRANS STD SC-4 C)C::>C�pC�D 200 BAGS GRAVEL BAG SILT BARRIER CDCDCDCDoCD 200 BAGS STABILIZED CONSTRUCTION ENTRANCE DETAIL THIS SHEET 0 1 EA. LAND5CAPING NOTES 1. All slopes shall be planted and irrigated in accordance with plans approved by the City Engineer. Plans shall conform to the City of Encinitas Grading Ordinance and all adopted Landscape and Irrigation Standards. 2. Finish Grading and Planting shall be accomplished on all slopes prior to October 1 or immediately upon completion of any slopes graded between October 1 and April 15. i \ Relative to Construction Activities EIRiAN On -site Construction Material Storage DONALD cc No. 2 &175 it CIVIL m- Professional BENCH MARK SCALE ENCINITAS FIRE DEPARTMENT utscNtu BY DRAWN BY - CHECKED BY bd CITY OF ENCINITAS BENCHMARK No. 1024. BRASS DISC PLANS PREPARED UNDER SUPERVISION OF STAMPED "13001" LOCATED IN SIDEWALK IN THE SOUTHEAST QUADRANT OF LEUCADIA BLVD AND ORPHEUS AVENUE, 37' HORIZONTAL N/A EASTERLY OF TRAFFIC SIGNAL - DATE: ELEVATION: 178.543 DATUM: NAVD8B VER71CAL N/A BRIAN DONALD, RCE 26175 NAME DATE License Expires 3/31/06 RECOMMENDED BY: DATE: APPROVALS Ivy/ /,If•� �' LEGEND ITEM REFERENCE 5YM50L QUANTITY GRAVEL BAG CHECK DAMS CALTRANS STD SC-4 C)C::>C�pC�D 200 BAGS GRAVEL BAG SILT BARRIER CDCDCDCDoCD 200 BAGS STABILIZED CONSTRUCTION ENTRANCE DETAIL THIS SHEET 0 1 EA. LAND5CAPING NOTES 1. All slopes shall be planted and irrigated in accordance with plans approved by the City Engineer. Plans shall conform to the City of Encinitas Grading Ordinance and all adopted Landscape and Irrigation Standards. 2. Finish Grading and Planting shall be accomplished on all slopes prior to October 1 or immediately upon completion of any slopes graded between October 1 and April 15. i \ Relative to Construction Activities Concrete Washout On -site Construction Material Storage Contractor shall establish and use an adequately sized concrete washout area to Stored materials shall be contained in a secure place to prevent seepage and spillage. contain washout wastes on site. It is illegal to wash concrete slurry, Contractor shall store these products where they will stay dry out of the rain. Contractor mortar, stucco, plaster and the like into the stormwater conveyance system shall provide secondary containment for all fuel stored on -site. or any receiving water. Contractor shall post a sign designating the washout location. Construction Site Access Eliminate or reduce pollution of stormwater from stockpiles kept on -site. Stockpiles A stabilized construction site access shall be provided for vehicles egress and may include soil, paring materials, asphalt concrete, aggregate base, etc. Stockpiles ingress to prevent tracking dirt off site. This shall include using material shall be located away from concentrated stormwater Flows and stormcirain inlets. such as gravel and /or corregated steel panels /plates. Stockpiles shall be covered or protected with soil stabilization measures and provided with a temporary sediment barrier around the perimeter at all times. Construction Vehicles Training A specific area away from gutters and stormdrain shall be designated for construction vehicles parking, vehicle refueling, and routine equipment maintenance. All major Contractors' employees who perform construction in the City of Encinitas shall be repairs shall be made off site. trained to be familiar with the City of Encinitas stormwater pollution control requirements, These BMP notes shall be available to everyone working on site. The property owner(s) Erosion Control and the prime contractor must inform subcontractors about stormwater requirements Erosion control must be provided for all erosive surfaces. Sloped surfaces especially and their own responsibilities. shall be protected against erosion by installing erosion resistant surfaces such as Waste Management erosion control mats, adequate ground cover vegetation, and bonded fiber matrix. Contractor shall be responsible for properly disposing of all waste and unused wnstrudim No excavation and grading activities are allowed during wet weather. materials. Dumping of unused or waste products on the ground, where water can carry them into the conveyance system is strictly prohibited. Diversion dikes shall be constructed to channel runoff around the construction site. No seepage from dumpsters shall be discharged into stormwater. Berms /dikes shall Contractor shall protect channels against erosion using permanent and temporary shall be placed around dumpsters to divert the natural storm runoff. Dumpsters shall erosion control measures. be checked frequently for leaks. Dumpster lids shall remain closed at all times. Dumpsters without lids shall be placed within structures with impervious roofing or Remove existing vegetation only when absolutely necessary. Large projects shall be covered with tarps in order to avoid rain contact with any trash material. conducted in phases to avoid unnecessary removal of the natural ground cover. Many construction materials, including solvents, water -based paints, vehicle Fluids, Do not remove trees or shrubs unnecessarily; they help decrease erosion. broken asphalt and concrete, wood, and cleared vegetation can be recycled. Temporary vegetation must be planted on slopes or where construction is not Non - recyclable materials must be taken to an appropriate landfill or disposed of as immediately planned for erosion control purposes. Erosion shall be prevented by hazardous waste. For information on disposal of hazardous material, calk the Hazardous planting fast- growing annual and perennial grasses to shield and bind the soil. Waste Hotline toll free at (800) 714 -1195. For information on landfills and to order dumpsters call EDCO at (760) 436 -4151 Plant permanent vegetation as soon as possible, once excavation and grading activities are complete. Pollutants shall be kept off exposed surfaces. Place trash cans and recycling receptacles around the site. Water usage for dust control shall be minimized. Portable toilets must be in good working order and chedked frequently for leaks. Contractor shall provide secondary containment and locate portable toilets away from stormdrain inlets on pervious surfaces. All construction debris shall be kept away from the street, gutter, and storm drain. Contractor must routinely check and clean up material that may have traveled away from construction site. EROSION PLAN FOR: 1 ':► L, TPM 04 -112 9303 -G BRITTANY ROAD, LEUCADIA SHEET 4 OF RE50UKCE DEVELOPMENT CORPORATION JN03 -01 0 N d- rn 0 r\ a z CJ z w w H En En CD 0 Q H 0 z V- rn a O Z w a O LU w 0 V M O w cle L w w z Ca z w SEWER PUMP & TANK DATA SUMP PUMP MODEL No. GOULDS - WS0511 B, 3886 - 2 ea RATING: 1/2 HP - 45 GPM @ 22 FT TOTAL DYNAMIC HEAD DISCHARGE PIPE: TO SCHEDULE 80 PVC TANK - TOPP INDUSTRIES 36 "0 x 48" DEEP FIBERGLASS BASIN ELECTRICAL REQUIREMENTS: PUMPS ARE: SINGLE PHASE, 60 HZ 115V, 14.5 AMP EACH PUMP REQUIRES 1 DEDICATED 20 AMP, 115 VOLT, 12 -2 WIRE WI GIRD CIRCUIT THE CONTROLLER REQUIRES: 1 DEDICATED 15 AMP, 110 VOLT, 14-2 WIRE CIRCUIT BACKFLOW DEVICE REQUIRED: INCLUDED IN PUMP & TANK PACKAGE VENT TO ROOF REQUIRED: SEE BLDG PLANS FOR 2" VENT PIPE LOCATION INLET 200 FIBERGLASS ENCAPSULATED ANTI - FLOTATION FLANGE NKVF TNJ rie1111U v O MINUCU Hnu _V nn Lc uwcR 'HAIN S STEEL 2" SCHD 80 PVC OUTLET PIPE TO SEWER MAIN 2" SCHD 80 PVC VENT PIPE TO ROOF 3" PVC SEWER DRAIN PIPE FROM HOUSE x-36 "O x 48 "d FIBERGLASS SEWER PUMP TANK 5EWEK PUMP STATION NO SCALE I I 'NOPiARKING- ----------------- -GIWERF EDEPSTO� 0 0 - - _ 2-67 IIII II a EXISTING PALMS TO REMAIN' 2J /VOUTHRT EXIST 2 P ES CU BRM r r 4 3 /" r r' r' 0 v+ FOR PARCEL 4 OF PARCEL MAP No. 19759, IN THE CITY OF ENCINITAS COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, RECORDED 06/14/2005. APN 254 - 362 -83 CDP 06 -191 SCALE: V = 20' 0 10 20 N 40 R f3L_11 C_ 1 ,�qcy— rj v�ll s VA 4 +UU 4 +03.84 PT I I m Jra r° < 9pUF 4 TS IqL q IT TRY 4 7E' SM 7 / ^ C / v I P r/ \ rf") s ( r m 254-362-1 rr I---- --- --- --- N 89 01420" W 200.03' MI 125.73' . . -- J I I � , 2:1 UT SLOPE _L -- - - - - -� -- - - -� i ps! -siF9 - - - - -- - -- — — — - — - — — — - — — — — — — - - - -.. ^a_�i +... /, �AYiLGPT— -- • /„ �� LANDSCAPE FILL s ° •a� DaFF PCC BROW DI CH a / ^ . -' \ _ 1 1 PER SDRSD -�7�5 M Cl 193J1. R a \J j' 1 II 1 192. E °•/ a hF JI -:� 2 . , , Ili �� J ; .�.• .. 2 "SCHD40P ;, ' .s ° m HOUSE Tie a PDC.DRIV i1 EWER PI . SEE PLAN No. 9303 -G a o. 195.5 FF 194.8 z FOR CON ON TO PUBLIC SEWER IN - 1�AD W g j% -- �r dzoz w - .r�1 -'1� F J� .^ `i: � o � %c^rj!r �,rrjr% ~ w IBM LAN APE , \ 'l ^ • -- N II z a aLANfE J ° a s of ' _ GARAGE \Q I j Z A LLo w N '" 194.3 PAD o a N. 11 D J+ L' Al rn z CD z ,I ro x o - 1 �w ii � ' = LAN APE !• \ w 1 y I Q' VEST H FF 45 no nn F6 - TW 194.0 - 190.7 BW / N 89 °09'41" W 199.97' �I H = 3.3' 194 192 LANDSCAPE AREA FOR BEST MANAGEMENT PRA CE NOT TO BE MODIFIED WITHOUT A PERMIT FROM CITY PALMS WOOD FENCE lob 2554-362-45 190 - — OUTLET PIPES @ 10' o.c. (9 TOTAL) YSTONE LEGACY - RETAINING W (GRAVITY TYPE - 40" MAX HEIGHT) PLANNING AND BUILDING DEPARTMENT LEUCADIA WASTEWATER DISTRICT r Xref Notes -Sewer REVIEWED AND APPROVED BY LWD DISTRICT ENGINEER P ' NAME —� DATE STEVE DEERING V DATE RCE 26514 Exp 03/31/08 REVISIONS APPROVED DATE REFERENCES DATE EWSHEET5 4D.7 d / PRECISE GRADING - PARCEL 4 .' t c 2J4 % BENCH MARK SCALE CITY OF ENCINITAS BENCHMARK No. 1024. BRASS DISC STAMPED "134WCCS1 "LOCATED IN SIDEWALK IN THE SOUTHEAST QUADRANT OF LEUCADIA BLVD AND ORPHEUS AVENUE, 37' HORIZONTAL N/A EASTERLY OF TRAFFIC SIGNAL ELEVATION: 178.543 DATUM: NAVD88 VERTICAL N/A 5ECTION A -A 1 " = 10' HORIZ & VERT h-- EXISTING PALMS TO REMAIN rl �III\1 III I PIL III 1111 EXISTING GRADE EXIST WOOD FENCE TO REMAIN 'I 2:1 CUT SLOPE III, — 2 %N 6'► ENCINITAS FIRE DEPARTMENT �A/ Irk NAME DATE ---- 195.5FF - -- GRADE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED BY: DATE: t -7 BRIAN DONALD, RCE 26175 DATE: License Expires 3/31/08 APPROVALS APP VED _ BY: CITY ENGINEER DATE: WORK TO BE DONE The Grading consists of the following Work to be Done according to the plans, the current City of Encinitas Engineering Department Standard Specifications, the San Diego Area Regional Standard Drawings, and the Standard Specifications for Public Works Construction Grading shall consist of the construction of all cuts and fills shown on these plans and outlined in the earthwork specifications. All grading details shall be in accordance with the City of Encinitas Grading Ordinance. LEGEND ITEM REFERENCE 5YM13OL QUANTITY PCC DRIVEWAY SEE NOTES BELOW 1,775 S.F. COMPACTED FILL SOILS ENGINEER 300 C.Y. KEYSTONE RETAINING WALL LEGACY GRAVITY WALL 300 S.F. 12" SQ PVC GRATE INLET NOS 1200 3 EA. 4" PVC DRAIN PIPE SDR35 = _________= 210 L.F. PCC BROW DITCH SDRSD D -75 90 L.F. EARTHWORK EXCAVATION: 300 CUBIC YARDS FILL: 300 CUBIC YARDS REMOVE & RECOMPACT: 1,000 CUBIC YARDS IMPORT/ EXPORT: NONE CONCRETE DRIVEWAY CONSTRUCTION NOTES 1) CONCRETE DRIVEWAYS SHALL BE CONSTRUCTED WITH 560 -C -3250 CONCRETE. 2) MINIMUM CONCRETE THICKNESS SHALL BE V OVER 6" CLASS II BASE COMPACTED TO 95% OVER DENSE, NON- EXPANSIVE, RE- COMPACTED NATIVE MATERIAL, OR IMPORTED SUB -GRADE APPROVED BY THE PROJECT SOILS ENGINEER. 3) #3 REBAR AT 18" o.c. EACH WAY IS REQUIRED UNLESS WAIVED BY THE PRPOJECT SOILS ENGINEER AFTER CERTIFICATION OF THE SUB -GRADE AND BASE. 4) WEAKENED PLANE JOINTS ARE REQUIRED AT 15' INTERVALS AS SHOWN ON SDRSD G -10 AND G -18. 5) TRANSVERSE CONTACT JOINTS ARE REQUIRED AT THE END OF EACH POUR AS SHOWN ON SDRSD G -10. 6) EXPANSION JOINTS ARE REQUIRED AT ALL LOCATIONS SHOWN ON THE PLAN. 7) THE PROJECT SOILS ENGINEER SHALL PROVIDE INSPECTION, COMPACTION TESTING AND CERTIFICATION OF THE SUB -GRADE AND BASE MATERIALS PRIOR TO PLACING OF CONCRETE. SOILS ENGINEER'S CERTIFICATE I, STEPHEN B. PETER, a Registered Civil Engineer in the State of California, principally doing business in the field of Applied Soils Mechanics, hereby certify that a sampling and study of the soil conditions prevalent within this Site was made by us, or under our direction on October 7, 2006 One complete copy of the Soils Report compiled from this study with our recommendations, has been submitted to the Office of the City Engineer. Furthermore, we have reviewed these Grading Plans and certify that the recommendations included in the original Soils Report, and all following Addendums, for this project have been incorporated in the Grading Plans and Specifications. B & B Engineering, Inc t00 1611 -A S. Melrose Drive, # 285 Vista, CA 92081 -3150 (760) 945 -3150 Fax (760) 945 -4221 Project No. RIL- 806 -INV 190 By: 2 , 2--7. 0'7 STEPHEN B. PETER, RCE 38623 Date License Expires 3/31/07 501L5 REPORT V N 0 0 N rn CD co The Soils Report entitled "PRELIMINARY GEOTECHNICAL INVESTIGATION, PROPOSED RESIDENTIAL CONSTRUCTION FOR LOT LOCATED AT 887 BRITTANY ROAD, ENCINITAS, CA" prepared by 0 B &B Enginering dated September 11, 2006 shall be considered as a part of this Grading Plan. All Grading shall be done in accordance with the recommendations and specifications contained in this report. EXISTING DETENTION AREA a 4' BMP LANDSC_AP _ — _ w 0 SEE GRADING PLAN No. 9303 -G FOR DETAILS PLANTER _ _ 7 — C IVEWAY a - — _ _ _ - —tot- — -1 �- GA - — _- BRAIM1ADITC+1 VAa IOf 2918 — - — — �- "` - - — — — ---- PER ..SDRSD 190 - — OUTLET PIPES @ 10' o.c. (9 TOTAL) YSTONE LEGACY - RETAINING W (GRAVITY TYPE - 40" MAX HEIGHT) PLANNING AND BUILDING DEPARTMENT LEUCADIA WASTEWATER DISTRICT r Xref Notes -Sewer REVIEWED AND APPROVED BY LWD DISTRICT ENGINEER P ' NAME —� DATE STEVE DEERING V DATE RCE 26514 Exp 03/31/08 REVISIONS APPROVED DATE REFERENCES DATE EWSHEET5 4D.7 d / PRECISE GRADING - PARCEL 4 .' t c 2J4 % BENCH MARK SCALE CITY OF ENCINITAS BENCHMARK No. 1024. BRASS DISC STAMPED "134WCCS1 "LOCATED IN SIDEWALK IN THE SOUTHEAST QUADRANT OF LEUCADIA BLVD AND ORPHEUS AVENUE, 37' HORIZONTAL N/A EASTERLY OF TRAFFIC SIGNAL ELEVATION: 178.543 DATUM: NAVD88 VERTICAL N/A 5ECTION A -A 1 " = 10' HORIZ & VERT h-- EXISTING PALMS TO REMAIN rl �III\1 III I PIL III 1111 EXISTING GRADE EXIST WOOD FENCE TO REMAIN 'I 2:1 CUT SLOPE III, — 2 %N 6'► ENCINITAS FIRE DEPARTMENT �A/ Irk NAME DATE ---- 195.5FF - -- GRADE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED BY: DATE: t -7 BRIAN DONALD, RCE 26175 DATE: License Expires 3/31/08 APPROVALS APP VED _ BY: CITY ENGINEER DATE: WORK TO BE DONE The Grading consists of the following Work to be Done according to the plans, the current City of Encinitas Engineering Department Standard Specifications, the San Diego Area Regional Standard Drawings, and the Standard Specifications for Public Works Construction Grading shall consist of the construction of all cuts and fills shown on these plans and outlined in the earthwork specifications. All grading details shall be in accordance with the City of Encinitas Grading Ordinance. LEGEND ITEM REFERENCE 5YM13OL QUANTITY PCC DRIVEWAY SEE NOTES BELOW 1,775 S.F. COMPACTED FILL SOILS ENGINEER 300 C.Y. KEYSTONE RETAINING WALL LEGACY GRAVITY WALL 300 S.F. 12" SQ PVC GRATE INLET NOS 1200 3 EA. 4" PVC DRAIN PIPE SDR35 = _________= 210 L.F. PCC BROW DITCH SDRSD D -75 90 L.F. EARTHWORK EXCAVATION: 300 CUBIC YARDS FILL: 300 CUBIC YARDS REMOVE & RECOMPACT: 1,000 CUBIC YARDS IMPORT/ EXPORT: NONE CONCRETE DRIVEWAY CONSTRUCTION NOTES 1) CONCRETE DRIVEWAYS SHALL BE CONSTRUCTED WITH 560 -C -3250 CONCRETE. 2) MINIMUM CONCRETE THICKNESS SHALL BE V OVER 6" CLASS II BASE COMPACTED TO 95% OVER DENSE, NON- EXPANSIVE, RE- COMPACTED NATIVE MATERIAL, OR IMPORTED SUB -GRADE APPROVED BY THE PROJECT SOILS ENGINEER. 3) #3 REBAR AT 18" o.c. EACH WAY IS REQUIRED UNLESS WAIVED BY THE PRPOJECT SOILS ENGINEER AFTER CERTIFICATION OF THE SUB -GRADE AND BASE. 4) WEAKENED PLANE JOINTS ARE REQUIRED AT 15' INTERVALS AS SHOWN ON SDRSD G -10 AND G -18. 5) TRANSVERSE CONTACT JOINTS ARE REQUIRED AT THE END OF EACH POUR AS SHOWN ON SDRSD G -10. 6) EXPANSION JOINTS ARE REQUIRED AT ALL LOCATIONS SHOWN ON THE PLAN. 7) THE PROJECT SOILS ENGINEER SHALL PROVIDE INSPECTION, COMPACTION TESTING AND CERTIFICATION OF THE SUB -GRADE AND BASE MATERIALS PRIOR TO PLACING OF CONCRETE. SOILS ENGINEER'S CERTIFICATE I, STEPHEN B. PETER, a Registered Civil Engineer in the State of California, principally doing business in the field of Applied Soils Mechanics, hereby certify that a sampling and study of the soil conditions prevalent within this Site was made by us, or under our direction on October 7, 2006 One complete copy of the Soils Report compiled from this study with our recommendations, has been submitted to the Office of the City Engineer. Furthermore, we have reviewed these Grading Plans and certify that the recommendations included in the original Soils Report, and all following Addendums, for this project have been incorporated in the Grading Plans and Specifications. B & B Engineering, Inc t00 1611 -A S. Melrose Drive, # 285 Vista, CA 92081 -3150 (760) 945 -3150 Fax (760) 945 -4221 Project No. RIL- 806 -INV 190 By: 2 , 2--7. 0'7 STEPHEN B. PETER, RCE 38623 Date License Expires 3/31/07 501L5 REPORT V N 0 0 N rn CD co The Soils Report entitled "PRELIMINARY GEOTECHNICAL INVESTIGATION, PROPOSED RESIDENTIAL CONSTRUCTION FOR LOT LOCATED AT 887 BRITTANY ROAD, ENCINITAS, CA" prepared by 0 B &B Enginering dated September 11, 2006 shall be considered as a part of this Grading Plan. All Grading shall be done in accordance with the recommendations and specifications contained in this report. IzI-I a 0 J w w 0 w 0 0 DID w of P1 c� 03/01/07 w CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. GRADING AND DRAINAGE PLANS FOR: KILEY RE51DENCE 9303 -G BRITTANY KOAD, LEUCADIA Ne"' & I& NEW SHEET SHEET 5 OF HEETS RESOURCE DEVELOPMENT CORPORATION JN03 -013B SUMP PUMP MODEL No. GOULD$ -WS0511B, 3886- 2 ea RATING: 112 HP - 45 GPM Q 22 FT TOTAL DYNAMIC HEAD DISCHARGE PIPE: TO SCHEDULE 80 PVC TANK - TOPP INDUSTRIES 36 "0 x 48" DEEP FIBERGLASS BASIN ELECTRICAL REQUIREMENTS: PUMPS ARE: SINGLE PHASE, 60 HZ 115V,14.5AMP EACH PUMP REQUIRES 1 DEDICATED 20 AMP, 115 VOLT, 12 -2 WIRE w/ GRID CIRCUIT THE CONTROLLER REQUIRES: 1 DEDICATED 15 AMP, 1 10 VOLT, 142 WIRE CIRCUIT BACKFLOW DEVICE REQUIRED: INCLUDED IN PUMP & TANK PACKAGE VENT TO ROOF REQUIRED: SEE BLDG PLANS FOR 2" VENT PIPE LOCATION W INLET HI 200 -- 190 FIBERGLASS ENCAPSULATED ANTI - FLOTATION FLANGE 1101,rc�3.ASa MINULU ANU 4wnnntc WVv 3 STEEL 2" SCHD 80 PVC VENT PIPE TO ROOF NW VENT Flt.NGE 2" SCHD 80 PVC OUTLET ti 3" PVC SEWER DRAIN PIPE TO SEWER MAIN h � PIPE FROM HOUSE 189. -TANKS TT 36"0 x 48 "d FIBERGLASS SEWER PUMP TANK SEWER PUMP STATION NO SCALE AREA OUTLET PIPES @ 10' o.c. (9 TOTAL) REVISIONS I APPROVED I DATE I REFERENCES I DATE ------------------ ' L1ria0il � 3 a ry 7= 1 II 264-06-2-67 �I� Ill z 0 N M 1 264-3E`-05 5 A N EMS-2`01i OUT, ET MPES ;c'7k''1 m; THRO BERM -_ (GRAVITY TYPE - 40" MAX HEIGHT) " FOR PARCEL 4 OF PARCEL MAP No. 19759, IN THE CITY OF ENCINITAS COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, RECORDED 06(14005. APN 254- 362 -83 CDP 06 -191 SCALE: 1" 20' 0 10 20 30 40 50 3`r , I I / rf z /a° N 1 2J if7� J /- �'.�.^`J t ■ S 9 ' , �, � N 89 °14'24" W 200.03' 12573 (� 9 }•.._._ _ ...: .__.� .� •� r_ _ <. __ � - - -�� 'S� �i' �� %- ;` � �� '1r" 1 i t � t � fir' i s �194,3D i I u ti' .' 5 , 0 LE u ? ` z scypg4avc . .a�. HOUSE k ` yr „I�RtV�NAX <,F R <ERPIP 9(EikAN{b9383 -G .{ ' 195.5FF - 194.81�AD {{j && I Z _ w 1 II , +y' t f i — F LANE%CAR>t GARAGE Lk .;Z`n IPA PAn N $9 °19'41" W 199.97' 'EXISTING PALMS H=33 .. __._� _.__ TO REMAIN TW 194.8 - 192;7 BW r" "_ l LANDSCAPE AREA FOR BEST MANAGEMENT PRACTICE NOT TO BE MODIFIED WITHOUT A PERMIT FROM THE CITY SECTION A -A 1 " =10' HORIZ & VERT P/L EXIST WOOD FENCE TO REMAIN � �,�OFESS7gAU#C 4`,e�.lASi DJ,yq�Q� No, 26175 SECTION B —B _ n ,EXP. 03 }31114 * NO SCALE Tar CrvlL_ F. Of CFS.1Y4 I' r PCC BROW D PER SDRSDI W =16" 1 3 p i I LU N :254A7 Jf i z i f 1 1 N STING WOOD FENCE REMAIN WORK TO BE DONE The Grading consists of the following Work to be Done according to the plans, the current City of Encinitas Engineering Department Standard Specifications, the San Diego Area Regional Standard Drawings, and the Standard Specifications for Public Works Construction Grading shall consist of the construction of all cuts and fills shown on these plans and outlined in the earthwork specifications. All grading details shall be in accordance with the City of Encinitas Grading Ordinance. PCC DRIVEWAY SEE NOTES BELOW 1,775 S.F. COMPACTED FILL SOILS ENGINEER 300 C.Y. KEYSTONE RETAINING WALL LEGACY GRAVITY WALL f 300 S.F. 12" SQ PVC GRATE INLET NDS 1200 3 EA. 4" PVC DRAIN PIPE SDR35 = _________= 210 L.F. PCC BROW DITCH SDRSD D -75 90 L.F. EARTHWORK EXCAVATION: 300 CUBIC YARDS FILL: 300 CUBIC YARDS REMOVE & RECOMPACT: 1,000 CUBIC YARDS IMPORT / EXPORT: NONE CONCRETE DRIVEWAY CONSTRUCTION NOTES 1) CONCRETE DRIVEWAYS SHALL BE CONSTRUCTED WITH 560 - 0-3250 CONCRETE. 2) MINIMUM CONCRETE THICKNESS SHALL BE 5" OVER 6" CLASS II BASE COMPACTED TO 95% OVER DENSE, NON- EXPANSIVE, RE- COMPACTED NATIVE MATERIAL, OR IMPORTED SUB -GRADE APPROVED BY THE PROJECT SOILS ENGINEER. 3) #3 REBAR AT 18" o.c. EACH WAY IS REQUIRED UNLESS WAIVED BY THE PRPOJECT SOILS ENGINEER AFTER CERTIFICATION OF THE SUB -GRADE AND BASE. 4) WEAKENED PLANE JOINTS ARE REQUIRED AT 15' INTERVALS AS SHOWN ON SDRSD G -10 AND G -18. 5) TRANSVERSE CONTACT JOINTS ARE REQUIRED AT THE END OF EACH POUR AS SHOWN ON SDRSD G -10. 6) EXPANSION JOINTS ARE REQUIRED AT ALL LOCATIONS SHOWN ON THE PLAN. 7) THE PROJECT SOILS ENGINEER SHALL PROVIDE INSPECTION, COMPACTION TESTING AND CERTIFICATION OF THE SUB-GRADE AND BASE MATERIALS PRIOR TO PLACING OF CONCRETE. SOILS ENGINEER'S CERTIFICATE I, STEPHEN B. PETER, a Registered Civil Engineer in the State of California, principally doing business in the field of Applied Soils Mechanics, hereby certify that a sampling and study of the soil conditions prevalent within this Site was made by us, or under our direction on October 7, 2006 One complete copy of the Soils Report compiled from this study with our recommendations, has been submitted to the Office of the City Engineer. Furthermore, we have reviewed these Grading Plans and certify that the recommendations included in the original Soils Report, and all following Addendums, for this project have been incorporated in the Grading Plans and Specifications.. B & B Engineering, Inc 1611 -A S. Melrose Drive, #285 Vista, CA 92081 -3150 (760) 945 -3150 Fax (760) 9454221 Project No. RIL- 806 -INV ------ RXS__!YtN_ ;'- CVa1x.T 6G!_!'S�:l�J±!`�?_rY nklC. ___ __ (GRAVITY TYPE - 40" MAX HEIGHT) y' STEPHEN B. PETER, RICE 38623 Date License Expires 3131!07 SOILS REPORT BENCH MARK SCALE ENCINITAS FIRE DEPARTMENT C FIC CKED BY CITY OF ENCINITAS BENCHMARK No. 1024. BRASS DISC PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED STAMPED "134WCCS1" LOCATED IN SIDEWALK IN THE SOUTHEAST QUADRANT OF LEUCADIA BLVD AND ORPHEUS AVENUE, 37' HORIZONTAL N/A - c'I� BY; EASTERLY OF TRAFFIC SIGNAL DATE: ELEVATION: 17$.543 DATUM: NAVDB$ VERTICAL NIA BRIAN DONALD, RCE 26175 DATE: NAME DATE License Expires 3/31114 APPROVALS APPROVED BY: CITY ENGINEER DATE: The Soils Report entitled "PRELIMINARY GEOTECHNICAL INVESTIGATION, PROPOSED RESIDENTIAL CONSTRUCTION FOR LOT LOCATED AT 887 BRITTANY ROAD, ENCINITAS, CA" prepared by B &B Enginering dated September 11, 2006 shall be considered as a part of this Grading Plan. All Grading shall be done in accordance with the recommendations and specifications contained in this report. 01/12114 CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. GRADING AND DRAINAGE PLANS FOR, 9303 -6 RILEY RESIDENCE ®AS -BUILT BRITTANY ROAD, LEUCADIA NEW SHTSAREPLACESSNT5 SHEET 5A OF 5 SHEETS RESOURCE DEVELOPMENT CORPORATION JN03 -013E3 INLET I FIBERGLASS ENCAPSULATED ANTI - FLOTATION FLANGE NPT VIEW FIANGE HItltNVLAJJ HIN(itU ANU LOURAtlLt VVVtH ^HAIN S STEEL 2 "SCHD 80 PVC VENT PIPE TO ROOF 2" SCHD 80 PVC PRESSURE S` �y OUTLET PIPE TO SEWER MAIN O k6) 4" PVC GRAVITY SEWER DRAIN PIPE FROM HOUSE 190.5 - TANK B07TOM 36"0 x 48'd FIBERGLASS SEWER PUMP TANK SEWER PUMP STATION NO SCALE SEWER PUMP A TANK DATA SUMP PUMP MODEL No GOULDS - WS051113, 3886 - 2 ea RATING. 1/2 HP - 45 GPM @ 22 FT TOTAL DYNAMIC HEAD DISCHARGE PIPE: 2 "0 SCHEDULE 80 PVC TANK - TOPP INDUSTRIES 36 "0 x 48" DEEP FIBERGLASS BASIN ELECTRICAL REQUIREMENTS. PUMPS ARE: SINGLE PHASE, 60 HZ 115V, 14.5 AMP EACH PUMP REQUIRES 1 DEDICATED 20 AMP, 115 VOLT, 12 -2 WIRE w/ GIRD CIRCUIT THE CONTROLLER REQUIRES: 1 DEDICATED 15 AMP, 110 VOLT, 14 -2 WIRE CIRCUIT BACKFLOW DEVICE REQUIRED: INCLUDED IN PUMP & TANK PACKAGE VENT TO ROOF REQUIRED: SEE BLDG PLANS FOR 2" VENT PIPE LOCATION FOR PARCEL 3 OF PARCEL MAP No. 19759, IN THE CITY OF ENCINITAS COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, RECORDED 06/14/2005. APN 254 - 362 -82 CDP 07 -196 __ f-:5l SCALE: 1 "= 20'C -�tLi� 0 10 20 30 40 50 - z °� +50 ti IM I �) � � J"1 I� I� ( rr �� J I PROPOSED KEYSTONE WALL PROPOSED MASONRY RET ING WALL „; • I m I -' \ LESS N 3' HIGH. NO PERMIT REQ'D N I ER SDRSD C-3 195.0TW- 193.7BW `'" - -- - -' -- -' N '- r 1 195.OTW- 1943BW V .., <N H =13' 1.0'EXPOSED yr I �°' ) ) - % H iU' 1XPOSEO) H =O.T(OEXPOSED) �� N 89 °14'20" W 200:1 ' H =8.0' 55'EXPOSED)- i OF -F,o? �f�) aTh £ MPO P L 1 1 2.1 LANDSCAPE Ni r, N �F0 - - < - < < -rev �a <- <- < - < -' < -- <- < - < - -- - - - -- 3 +00 � � FUTURC -,v - -- _ ACCESS. UNIT I � � t3 EXISTING PALM p TO REMAI 196.0 FF` `° 20 Tw - 195 0 BW m 194.3 - 192.3 BW 3 PAl H 0 EXPOSED) 195 H 2. (1.3' EXPOSED) bpSCAPES - s �_ S HEWER PUMP TATIt�J .5' to BA OF WALL 1 SEE DETAIL ' 23.5 LA L! I 4' T I� �»J JJ C5 -9 2' PRESSI]RE SEWERI (I III LATERAL OROM PUMP ] NDBAGS I 201.OTW - 195 FUTURE bbb EEI) : d 193.7TW- 192.3BW ,--„ /� r') r0 7.5' H =60'(5.' ED) �e L LLL L u Lu LL L I LLl i L GARAGE j� H =1.'(O.TEXPOSED) L LLLLI 1 , "i LL LLLI LLLLLLU_LLL r 1-'1 J :_i ?� �-LL LLL L Lt L - LLLLI I L! LLL LI LLLL L 1 L L L LI L L LY`�I L LLU LLJJ_LL 196.5 FF LL LLLILILLL 1LLL LEI ULLLLLLL 'ate I� L OLLLLLI LLI LLxI L LLLLLLI i, -i 195.8 PA F1 38.0', 380 `41 'rte to LLLLL LL 1 LEI LLI l LI LLLLL 1. *'R LI LLLL Lu .I LLU 1 I _LLL LL � I ' 97.0 FF , 196:3 PAD l 2 -L ILL LLLCt LL_LLLLA. LLL L_ LL: X11 O LI LLLL 1 LLI LLLLL LLLLL LLL LLL I n Sill T FENCE F LLI_ L.I L L_LL LLL I _ - L 1� L u LL LLL pp Q 'Q LLLL LLI LLLL L_I ° LLLLL LL pF {�< 13 +56 Ir LLLLLLLL °° \ LLLI ° ^ \= LL aG� LIT E EXISTING PCC DRAIN E DITCH J -{ i I " r`"n i- " . a ' °- ^\ ..° ° \� \. ° PCCPA w MODIFIED TYPE "A" P R UP y pp ,.�a "m £ I r ,. °� Q <a ° ,y4, \ " ° F _J!, I ❑ -f-+. 2° o II o SDRSD D -75 : W =1 D = 9„ M o X m 1 °\ _ J' � K M UTILITY,I IM �id £ REL TEDISTIN ESIu1T ., g z NOP KING-FIREIANE" a _ I j"m SIGN RFIREDEPTSIDS FUTURE ° ° LJ =_ o IL a I I EXI ING PALMS . PAC DRIVEWAY 3.510 TOP OF SLOP _ I o <; o TO REMAIN RDA 6 ESM� �� I O� r- S r r -I S I r r-) SILT FENCE - -:II -- NIL °:„ ,, �., 4 +0 2 °° ' S FUTURE �� - l A j 'NOP KIry� - E" 4+ 4 PT , a 1, GARAGE FIRE <1 �� - - - - - -- J SIG PERF DE�10 '�o °I° R47' l 1196.5 FF - 195.8 PAD ng� La BFS 171 �a ^' UTILITY ESMT 1 LLL 1 Ll�i -iI a LLLI L _ L L I L L_I I I L L L LL I -� �- Z A L Ll LLl L LL LLLL L L_ LI L L I hS41T L�LL.�iL� i.�LL.t L 1 i �I, L �L SANDBAGS ({j O LLL LL L WL LLI LL LLE l LF I) IIS i LJ .L "- "j 125.73' ` ' - ISTINMO REMAIN i2" LANDSCAP DRAIN INLET I �c - - - - -- -- - -------- -- --- - - - - -- -- o- v--- 'yjV - - - -- �1 ' AT PIL IN BOTT M OF EXISTING 1' RIP -RAP TLET _ _1 _ � _ * 10I O N PARKING ER- FIRE rLAN OS s I _ �'s � '' "PVC DRAIN PI � PCC DRAINAGE DITCH 89 420" W 00 EJ J 24- t5 62-6 \ 1.4% �.�15 / oGP /qsF L. -- -- '-- '- -'-� --'- ? I 6�II L •':� -'y - DAE6LL.. F ti`s OR +,i ° F it p S M AG J SHOP o, EXISTING 18" ° .;� nF �, y5 1 r� J-' e7 ij l PCC DRAINAG DITCH E BP D - GE_ a I �- - TIONAREA -SEE' HT3 0',. .J 950♦kF(L_., _� I HOUSE) , n 195.5 FFI LANDSCAPE AREA FOR BEST MANAGEMENT P CTICE FUTURE HOUSE CONSTRUCTION NOTE NOT TO BE MODIFIED WITHOUT A PERMIT FROM CITY THE FUTURE HOUSE, FUTURE GARAGE AND FUTURE ACCESSORY UNIT SHOWN ON EXISTING DRAINAGE EASEMENT OVER PARCEL 4 DETENTION EASEMENT THIS PLAN ARE TO BE CONSTRUCTED IN THE FUTURE AND ARE NOT CONSIDERED IN FAVOR OF PARCEL 3 PER DOC No. 2008- 0185668, Rec APR 4, 2008 AS PART OF THE WORK REQUIRED TO COMPLETE THE GRADING SHOWN ON THIS PLAN. A REVIEW OF THE AS -BUILT GRADING PLAN WILL BE REQUIRED AT THE TIME THAT THE BUILDING PERMIT IS APPLIED FOR TO ENSURE THAT CURRENT GRADING, DRAINAGE, AND STORMWATER REGULATIONS ARE COMPLIED WITH AT THE TIME OF BUILDING PERMIT ISSUANCE. P/L - - - - ESMT __-- - - - - -- - - - -- EXISTING -AC- PRIVATE ROAD SEE GR - - -. -- - - - - -- - _- -� �_p P/L GRADING PLAN No. 9303 -G FOR DETAILS EXISTING GRADE WORK TO BE DONE The Grading consists of the following Work to be Done according to the plans, the current City of Encinitas Engineering Department Standard Specifications, the San Diego Area Regional Standard Drawings, and the Standard Specifications for Public Works Construction. Grading shall consist of the construction of all cuts and fills shown on these plans and outlined in the earthwork specifications. All grading details shall be in accordance with the City of Encinitas Grading Ordinance. LEGEND ITEM REFERENCE SYMBOL QUANTITY 71 PCC DRIVEWAY SEE NOTES BELOW I , 2 : ' A 2,250 S.F. COMPACTED FILL SOILS ENGINEER 250 C.Y. KEYSTONE RETAINING WALL LEGACY GRAVITY WALL 88jyy= 135 S.F. MASONRY RETAINING WALL SDRSD C -3 - - - - - - 575 S.F. PCC BROW DITCH - B =18' D =9" SDRSD D -75 (MODIFIED) i c� 90 L.F. (EXISTING) EROSION CONTROL SANDBAGS GRAVEL FILLED Off= 200 EA. EROSION CONTROL SILT FENCE CALTRANS BMP SC -1 - sr - SF - 165 L.F. CONCRETE DRIVEWAY CONSTRUCTION NOTE5 III 1. Concrete driveways shall be constructed with 560 -C -3250 comete (Green Book Specifications). l 2. Minimum concrete thickness shall be 5" over 6" Class II base compacted to 95% over dense, non - expansive, re- compacted native material or imported sub -grade approved by the Soils Engineer. 3. #3 Reber at 18" D.C. each way is required unless waived by the project Soils Engineer after certification of the sub -grade and base. 4. Weakened plane joints are required at 15' intervals as shown on SDRSD G -10 and G -18. 5. Transverse contact joints are required at the end of each pour as shown on SDRSD G -10. 6. Expansion joints are required at all locations shown on the plans. 7. The project Soils Engineer shall provide inspection, compaction testing and certification of the sub -grade and base materials prior to placing of concrete. EARTHWORK EXCAVATION: 600 CUBIC YARDS FILL: 250 CUBIC YARDS REMOVE & RECOMPACT: 675 CUBIC YARDS EXPORT: 425 CUBIC YARDS ENVIRONMENTAL DATA 1, STEEPEST EXISTING NATURAL SLOPE ON -SITE - 5% 2. MAXIMUM VERTICAL DEPTH OF CUT - 5 FEET 3. MAXIMUM VERTICAL DEPTH OF FILL - 1.5 FEET 4, AVERAGE DEPTH OF CUT - 600 C.Y. x 27 / 22024 sq It = 0.7 FEET 5. AVERAGE DEPTH OF FILL - 250 C.Y. x 27122024 sq It = 0.3 FEET SOILS ENGINEER'S CERTIFICATE I, STEPHEN B. PETER, a Registered Civil Engineer in the State of California, principally doing business in the field of Applied Soils Mechanics, hereby certify that a sampling and study of the soil conditions prevalent within this Site was made by us, or under our direction on September 12, 2007 One complete copy of the Soils Report compiled from this study with our recommendations, has been submitted to the Office of the City Engineer. Furthermore, we have reviewed these Grading Plans and 18 certify that the recommendations included in the original Soils Report, and all following Addendums, - - - -- zoo XIS TING BMP LANDSCAPE WALE - �- - -- -- -- Al - -- - - -- - - for this project have been incorporated in the Grading Plans and Specifications. - ^gyps - HOUSE -197.0 ---- - - I' -- GARAGE - - - - ` -'-- _. -.- MISTING PCC BROW DITCH B & B Engineering, Inc QpOFIN 'Vp � - - - - - - - - - - - - - -- - - -- :c. --�- - - - PER SDRSD D -75 (MODIFIED) .r/- Er'1 B, --------- - - - - -- 1611 -A S. Melrose Drive #285 � Q�` °� -k -- - -._. - OMPACTEDFILL -... W =18" D =9" ' A C 190 - Vista, CA 92081 - 3150 N0. 3 -X m (760) 945 -3150 Fax (760) 945 -4221 Ep. 3 a z 0 XISTING KEYSTONE WALL SECTION A-A Project NO. RIL- 907 -INV CIVIL �Q 1 " = 1 O' HORIZ & VERT OF � D! •�� i 4' P/L By: S�wo� 0 0 LANDSCAPE PLA _ H EXISTING GRADE STEPHEN B. PETER, RICE 38623 Date z P/L `' EXISTING PALMS TO REMAIN _ _ Tw -SEE PLA _/_�- - - _ License Expires 3/31/09 a LU EXISTING GRADE O ill) TYPE 3 RETAINING WALL J IIII PER SDRSD G3 1111 - 2:1 CUT SLOPE GARAGE - �� WALL P\IN TO IRIVEWAY > W _ - Jill - ° - - - - - -196.5 FF - - - - 3 ;� - PROPOSED GRADE SOILS REPORT PLANNING AND BUILDING DEPARTMENT LEUCADIA WASTEWATER DISTRICT 2i °MIN UONALD , rF - sEE The Soils Report entitled "PRELIMINARY GEOTECHNICAL INVESTIGATION FOR THE, PROPOSED RESIDENTIALOf -- - - - - -- 6' - No. 26176 =O REVIEWED AND APPROVED BY LWD DISTRICT ENGINEER t CIVIL CONSTRUCTION FOR LOT LOCATED AT 887 BRITTANY ROAD, ENCINITAS, CA" prepared by rn PROPOSED GRADE ProfesslonE B &B Enginering dated October 11, 2007 shall be considered as a part of this Grading Plan. All Grading LU �7� ✓�.-- y- Z9. O $ SECTION B -B SECTION C -C shall be done in accordance with the recommendations and specifications contained in this report. w NAME DATE ST VE DEERING ATE `� z RCE 26514 Exp 03/31/98/0 NO SCALE NO SCALE 0 04/25/08 w REVISIONS APPROVE DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS FIRE DEPARTMENT CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. NEW SHEET 6 CITY OF ENCINITAS BENCHMARK No, 1024. BRASS DISC PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING AND DRAINAGE PLANS FOR: PRECISE GRADING - PARCEL 3 STAMPED "134WCCS1" LOCATED IN SIDEWALK IN THE SOUTHEAST ,�s�,�� , _ 9303-G V "' ' Z3 QUADRANT OF LEUCADIA BLVD AND ORPHEUS AVENUE, 3T HORIZONTAL N/A � i"vr�l� i� /Z5 / BY: F01¢CITYENGIN R EASTERLY OF TRAFFIC SIGNAL � RILEY RESIDENCE ELEVATION: 178.543 DATUM: NAVD88 VERTICAL N/A NAME DATE BRIAN DONALD, 26175 DATE: Z� DATE: DATE: S/ f3/ U �' 04 -112 TPM ®NEW SHEET License Expires 3131/0-11 875 BRITTANY ROAD, LEUCADIA 07 -196 CDP r SHEET 6 OF 6 SHEETS RESOURCE DEVELOPMENT CORPORATION JN03 -013B P& KEYSTONE WALL GRADING PLAN No. 9303-G FOR O ---------------- PRECISE GRADING PLAN FOR PARCEL 3 OF PARCEL MAP No. 19759, IN THE CITY OF ENCINITAS COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, RECORDED 06/14/2005. APN 254-362-82 CDP 07-196 SCALE: V = 20' In 20 30 40 50 N "k RJ 3 -V 0� PROPOSED MASONRY RET� I ER SDRSD G-3 2-5 4-3 82-81 \1 195.0700 -194.3 Bw M 11 1 1 <ab + H =01 (0 EXPOSED) J loll g5m, -C L Fi, L N AD \N7ESM T 4? 4- jl VIA /L one A+C,3SA WvPT &T ly 7J3,7, 1A 2-54-862-67 as STING BMP DRAINAGE ET TION AREA- SEEP'PHT EXISTING DRAINAGE EASEMENT OVER PARCEL 4 DETENTION EASEMENT IN FAVOR OF PARCEL 3 PER DOC No. 2008-0185668, Rec APR 4, 2008 /L LANDSCAPE 7— SECTION A-A 1 " = 10' HORIZ &VERT No. 26175 EXR 03131114 ,_Clvo _r E WALL — --------- 0 �. Tw 195.0 Bw 11 A w 20. m -, H �6. SED) 1E.451 1, BA OF WALL I , 201.0 Tw . 1959 Bw H =6.9 (5.6 EXPOSED) TOP OF U1 12" L AT P PCC DRAIN INLET M OF EXISTING WORK TO BE DONE The Grading consists of the following Work to be Done according to the plans, the current City of Encinitas Engineering Department Standard Specifications, the San Diego Area Regional Standard Drawings, and the Standard Specifications for Public Works Construction, Grading shall consist of the construction of all cuts and fills shown on these plans and outlined in the earthwork specifications, All grading details shall be in accordance with the City of Encinitas Grading Ordinance. LEGEND ITEM REFERENCE SYMBOL QUANTITY COMPACTED FILL SOILS ENGINEER 250 C.Y. MASONRY RETAINING WALL SDRSD C-3 — — — 575 S.F. PGC BROW DITCH - B =18 ", D=9" SDRSD D-75 (MODIFIED) b �j 90 L.F. (EXISTING) EARTHWORK EXCAVATION: 600 CUBIC YARDS FILL: 250 CUBIC YARDS REMOVE& RECOMPACT: 675 CUBIC YARDS EXPORT: 425 CUBIC YARDS ENVIRONMENTAL DATA 1. STEEPEST EXISTING NATURAL SLOPE ON-SITE - 5% A, ( 2. MAXIMUM VERTICAL DEPTH OF CUT - 5 FEET PCC DRAI DtTCH, 3. MAXIMUM VERTICAL DEPTH OF FILL - 1.5 FEET 4. AVERAGE DEPTH OF CUT - 600 C.Y. x 27 / 22024 sq It = 0.7 FEET 5. AVERAGE DEPTH OF FILL - 250 C.Y. x 27 /22024 sq ft = 0.3 FEET P/L PER.SDRSD D-75(MODIFIED)- W=19' D=9" -- — ------ -- IV PIL LANDSCAPE PLANTER msrmccwuc TW - SEE PLAN TYPE 3 RETANINGWALL PER SDRSD G3 4' PERF PVC DRAIN PIPE WALL DRAIN TO DRIVEWAY 5ECTION B-B NO SCALE co C) C) M P� 01112114 REVISIONS APPROVED DATE REFERENCES DATE DESIGNED BY I CHECKED BY BENCH MARK SCALE ENCINITAS FIRE DEPARTMENT I I APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. NEW SHEET 6 CITY OF ENCINITAS BENCHMARK No. 1024. BRASS DISC PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PRECISE GRADING - PARCEL 3 STAMPED "I 34WCCSV LOCATED IN SIDEWALK IN THE SOUTHEAST GRADING AND DRAINAGE PLANS FOR: &AS -BUILT QUADRANT OF LEUCADIA BLVD AND ORPHEUS AVENUE, 37' HORIZONTAL _NIA 9303-C7 NEW SHEET 6A REPLACES SHT 6 BY: BY: EASTERLY OF TRAFFIC SIGNAL DATE: CITY ENGINEER RILEY RESIDENCE A AS-BUILT ELEVATION: 178,543 DATUM:NAVD88 VERTICAL N/A NAME DATE BRIAN DONALD, RCE2615— DATE: DATE: 875 BRITTANY ROAD, LEUCADIA 04-112 TPM NEW SHT6AREPLACES SHT6 License Expires 3131/14 07-196 CDP I SHEET 6A OF 6 SHEETS RESOURCE DEVELOPMENT CORPORATION JN03-013B EXISTING PCC DRAT E DITCH MODIFIED TYPE W Lu SDRSD D-75: W =1 D 9" 0 TOP OF U1 12" L AT P PCC DRAIN INLET M OF EXISTING WORK TO BE DONE The Grading consists of the following Work to be Done according to the plans, the current City of Encinitas Engineering Department Standard Specifications, the San Diego Area Regional Standard Drawings, and the Standard Specifications for Public Works Construction, Grading shall consist of the construction of all cuts and fills shown on these plans and outlined in the earthwork specifications, All grading details shall be in accordance with the City of Encinitas Grading Ordinance. LEGEND ITEM REFERENCE SYMBOL QUANTITY COMPACTED FILL SOILS ENGINEER 250 C.Y. MASONRY RETAINING WALL SDRSD C-3 — — — 575 S.F. PGC BROW DITCH - B =18 ", D=9" SDRSD D-75 (MODIFIED) b �j 90 L.F. (EXISTING) EARTHWORK EXCAVATION: 600 CUBIC YARDS FILL: 250 CUBIC YARDS REMOVE& RECOMPACT: 675 CUBIC YARDS EXPORT: 425 CUBIC YARDS ENVIRONMENTAL DATA 1. STEEPEST EXISTING NATURAL SLOPE ON-SITE - 5% A, ( 2. MAXIMUM VERTICAL DEPTH OF CUT - 5 FEET PCC DRAI DtTCH, 3. MAXIMUM VERTICAL DEPTH OF FILL - 1.5 FEET 4. AVERAGE DEPTH OF CUT - 600 C.Y. x 27 / 22024 sq It = 0.7 FEET 5. AVERAGE DEPTH OF FILL - 250 C.Y. x 27 /22024 sq ft = 0.3 FEET P/L PER.SDRSD D-75(MODIFIED)- W=19' D=9" -- — ------ -- IV PIL LANDSCAPE PLANTER msrmccwuc TW - SEE PLAN TYPE 3 RETANINGWALL PER SDRSD G3 4' PERF PVC DRAIN PIPE WALL DRAIN TO DRIVEWAY 5ECTION B-B NO SCALE co C) C) M P� 01112114 REVISIONS APPROVED DATE REFERENCES DATE DESIGNED BY I CHECKED BY BENCH MARK SCALE ENCINITAS FIRE DEPARTMENT I I APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. NEW SHEET 6 CITY OF ENCINITAS BENCHMARK No. 1024. BRASS DISC PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PRECISE GRADING - PARCEL 3 STAMPED "I 34WCCSV LOCATED IN SIDEWALK IN THE SOUTHEAST GRADING AND DRAINAGE PLANS FOR: &AS -BUILT QUADRANT OF LEUCADIA BLVD AND ORPHEUS AVENUE, 37' HORIZONTAL _NIA 9303-C7 NEW SHEET 6A REPLACES SHT 6 BY: BY: EASTERLY OF TRAFFIC SIGNAL DATE: CITY ENGINEER RILEY RESIDENCE A AS-BUILT ELEVATION: 178,543 DATUM:NAVD88 VERTICAL N/A NAME DATE BRIAN DONALD, RCE2615— DATE: DATE: 875 BRITTANY ROAD, LEUCADIA 04-112 TPM NEW SHT6AREPLACES SHT6 License Expires 3131/14 07-196 CDP I SHEET 6A OF 6 SHEETS RESOURCE DEVELOPMENT CORPORATION JN03-013B