Loading...
2003-7561 CN/G ENGINEERING SERVICES DEPARTMENT City Capital Improvement Projects y O _f District Support Services Encinitas Field Operations Sand Rep lenishment /Stormwater Compliance Subdivision Engineering Traffic Engineering September 8, 2004 Attn: Travelers Casualty and Surety Company of America C/o John Burnham Insurance Services 750 B Street Suite #2400 San Diego, California 92101 Attn: Minna Huovila Bond Dept. RE: Scripps Health (Evergreen) — La Jolla -Cal Associates, L.P. Sawtooth Development CDP 02 -067 Grading Plan 7561 -G Final release of security Permit 7561 -G authorized earthwork, storm drainage, and erosion control, all needed to build the described project. The Field Operations Division has approved the grading and finaled the project. Therefore, release of the security deposit is merited. Performance Bond 103709374, in the amount of $93,863.00, is hereby fully exonerated. The document original is enclosed. Should you have any questions or concerns, please contact Debra Geishart at (760) 633- 2779 or in writing, attention this Department. Sincerely, • Masih Maher J Lem ch Senior Civil Engineer inane Manager Financial Services Cc: Jay Lembach, FinanceManager La Jolla -Cal Associates, L.P. / Sawtooth Development Debra Geishart File Enc. TEL 760 - 633 -2600 / FAX 760 -633 -2627 505 S. Vulcan Avenue. Fnciniras, California 92024 -36,33 VDD 7 60-633-2 7 0() recycled paper REPORT OF GEOTECHNICAL INVESTIGATION PROPOSED PARKING LOT AND DRIVEWAY MODIFICATIONS EVERGREEN HEALTHCARE HOSPITAL 900 SANTA FE DRIVE, ENCINITAS, CA Prepared for: SCRIPPS HEALTH MR. JIM SEEKAMP C/O CLAUDIA TROISI 203 VIA OSUNA RANCHO SANTA FE, CA 92091 S.E.A. 203181 -01 September 10, 2003 S H E P A R D S O N ENGINEERING ASSOCIATES I NC. 10035 Prospect Avenue, Suite 101 ■ Santee, CA 92071 -4398 SHEPARDS0N j Ana P� ENGINEERING ASSOCIATES INC. AP Geoh°cluiical Lonsultants: 10037 Pnoshect Aue., Suite 101 Ei c „ -� ,l ;i�t Sintee.CA920 %1 -4398 6191449 -9830 FAX619 1 449 -38 24 eiunil @shepardson.coin September 10, 2003 S.E.A. 203181 -01 Scripps Health Mr. Jim Seekamp c/o Claudia Troisi 203 Via Osuna Rancho Santa Fe, CA 92091 SUBJECT: Report of Geotechnical Investigation Proposed Parking Lot and Driveway Modifications Evergreen Healthcare Hospital 900 Santa Fe Drive, Encinitas, CA Dear Ms. Troisi: In accordance with your authorization, we have completed an investigation of subgrade conditions at the subject site, and present herein our recommendations for asphalt concrete pavement design for the proposed parking lot modifications. The geotechnical subgrade conditions encountered at the site are suitable for the proposed project. We also include general grading recommendations, regarding slopes, drainage and other aspects. We can also provide onsite testing and observation services during project grading, under a separate scope of work and contract. We appreciate the opportunity to be of service to you. If there are any questions regarding this report, please contact us. Respectfully Submitted, SHEPARDSON ENGINEERING ASSOCIATES, INC. 14me 4 " , 44� 1 4 — Bky an 4. Mill r- Hicks, CEG QgaFESS /ONE SHFp 9a F/ QQcOFESS1p,1,q SHEp� 2 Q v� f✓ – Shepar son, R o No. 14420 z =, President Exp. 3 -31 -05 * c9 o No. 766 n sT C' V, � � „ * Exp. 3- 31 -J f �; cc: (6) Addressee OF O� ' ��`\�,,,l,�T��,i,V�, Enclosures - -�� REPORT OF GEOTECHNICAL INVESTIGATION PROPOSED PARKING LOT AND DRIVEWAY MODIFICATIONS EVERGREEN HEALTH CARE HOSPITAL ENCINITAS, CALIFORNIA September 10, 2003 S.E.A. 203181 -01 1.0 PURPOSE AND SCOPE This report presents the results of a geotechnical investigation at the site of the proposed parking lot and driveway modifications at the Evergreen Health Care Hospital. The project includes pavement replacement, construction of a new driveway, and parking lot expansion. The scope of the investigation included the following tasks: 1. Excavation of two hand -dug test pits 2. Collection of representative subgrade soil samples for laboratory testing and classification 3. Laboratory testing of selected soil samples to assess their pavement support characteristics 4. Analysis of Field and Laboratory data. 5. Preparation of this report which contains findings, conclusions, and recommendations for the pavement structural sections 2.0 SITE DESCRIPTION The site of the Encinitas Evergreen Healthcare Hospital is located on the north side of Santa Fe Drive, between Bonita Drive and Evergreen Drive, in the City of Encinitas. Currently, access to the hospital facility is via a driveway off Santa Fe Drive. There is an additional elevated parking lot just to the east of the hospital complex, approximately 7 to 10 feet above the elevations of the ground surface of the main complex and parking lot. The upper parking lot is separated from the western building areas by a masonry retaining wall. Pedestrian access to the upper parking lot is provided by a stairway and concrete walkway. Vehicle access to the upper parking lot is provided off of Evergreen Drive via an approximately 250 foot long driveway. Shepardson Engineering Associates, Inc. September 10, 2003 -2- S.E.A. 203181 -01 As part of this investigation, we have utilized the grading plan for the proposed improvements prepared by RBF Consultants, dated September 3, 2003. The plan indicates that the existing driveway access off Evergreen Drive will be eliminated and a common, new driveway will be constructed easterly of the existing driveway entrance, which will provide access to both the upper parking lot and the lower hospital facility. The proposed construction will require removal of the existing stairway, partial removal of the existing retaining wall, and regrading of the area. Maximum depth of cut will be on the order of a maximum 5 feet. The plan also calls for a northerly extension of the existing upper parking lot for a distance of approximately 60 feet. 3.0 FINDINGS 3.1 Site Geology and Subsurface Conditions Encountered The project site is located in a portion of Encinitas that is, topographically, characterized by a series of ancient marine cut terraces. The materials which will be involved in the proposed grading and construction consist of a dense, partially cemented sandstone. The sandstone comprises part of a Pleistocene age beach ridge, trending in a north -south direction, which was deposited on one of the upper marine terraces. Our test trenches indicated some variability in exposed materials. The sandstone excavated from Trench T -2, which was cut into an existing slope, is more clayey and porous than the materials encountered in T -1. We have conservatively used the results of tests from the T -2 soil sample for the design of the pavement section. Our local experience with this sandstone indicates that there are intermittent cemented layers within the sandstone. These layers may cause excavation difficulty when using small, backhoe type trenching equipment. We do not anticipate that larger dozer type equipment with rippers would have significant difficulty excavating these materials to the proposed grades shown on the current grading plan. The dense nature of these materials will provide excellent support for the proposed driveway and parking areas, as well as for the proposed slopes. Please note that the dense sandstone materials possess low permeability. If heavy irrigation is applied to landscaped areas underlain by these materials, a perched water layer may develop, due to the slow percolation of the irrigation waters into the sandstone. If such conditions are created adjacent to paved areas, the perched waters may migrate into the base and subgrade materials underlying the pavement and cause premature failure of the pavement surface. Shepardson Engineering Associates, Inc. September 10, 2003 -3- S.E.A. 203181 -01 4.0 LABORATORY TEST RESULTS The laboratory testing program included the performance of two R -value tests, in accordance with California Test Method 301. These tests assess the pavement support characteristics of the soil. The R -value test results are presented on Plates 1 and 2. The R -value test results were 67 (T -1 @ .5 to 2') and 10 (T -2 @ 2- 3'). The recommended pavement section described below is based on the lower R -value of 10. 5.0 PAVEMENT STRUCTURAL SECTION RECOMMENDATIONS Driveway and Parking Lot 3 inches Asphalt Concrete over 7.5 inches Class 2 Aggregate Base Traffic Index = 4.5 over 12 inches of native subgrade compacted to 95% relative compaction. Calculation methods from the Caltrans Highway Design Manual. 5.1 Surface Drainage A positive surface drainage gradient around and beyond the pavement areas is important for satisfactory performance of the subgrade soils. Ponding water around the edges of pavements, such as from irrigation planters, can lead to ground saturation, weakening of subgrade, and the failure of the subgrade to perform properly. A minimum drainage gradient of 3% initial gradients at the perimeter of the structure should be provided for a distance of 5 feet. 5.2 Fill and Cut Slime Construction Fill and cut slopes may be constructed to slope ratios of 2 horizontal to 1 vertical (2:1) to the heights currently planned. These recommendations are valid providing the fill slopes are constructed in accordance with the guidelines presented in this report. 5.3 Post - Construction Considerations Most geotechnically related distress is a result of excessive moisture being allowed into the supporting subgrade or ground slopes. The construction, maintenance, and operation of landscape and irrigation systems must be designed to prevent excessive application of moisture. Irrigation timers should be periodically adjusted to apply only the minimal water for propagation which will vary with the season. Leaking pipes or irrigation heads are a common source of excessive moisture. Positive drainage around structures may be disrupted via blocking by hardscaping, the clogging of drain inlets, and the root mounding of vegetation in or near drainage paths. These are all elements requiring continual monitoring and correction by the homeowner. Shepardson Engineering Associates, Inc. September 10, 2003 -4- S.E.A. 203181 -01 6.0 SUPPORTING INVESTIGATION DATA AND PROCEDURES 6.1 Subsurface Exploration Subsurface exploration .at the site consisted of two hand dug trenches. The approximate location of the explorations are shown on Plate No. Al, Site Plan. These locations were determined in the field by visual estimates and pacing. They should be considered as approximate only. The selection of the locations of the explorations, the type of equipment used for excavating, and the depth to which the excavations were extended, were largely based on site specific conditions. ASTM Test Standards were generally used as guidelines. The logging of the explorations was performed by a soils technician from our staff. The field logging consisted of preparing a graphic summary containing visual classifications of the soil and/or rock encountered in the exploration, based on examination of cuttings and drive samples brought to the surface by the equipment. Bulk samples of soil from the cuttings were placed in plastic bags and returned to the laboratory. 6.2 Presentation of Exploratory Data A log of the explorations are presented on Plate No. B2 and B3 in Appendix B. These logs provide a graphic summary of the features observed. That summary includes (a) a genetic description of the earth material encountered, (b) an engineering description of the earth material encountered, (c) the field estimates of soil competency, moisture, and color, (d) a graphic depiction of the relative position of these materials with respect to the ground surface and each other, (e) our estimate of the relative position and vertical extent of either free water, or a zone of saturation with respect to time, and (f) the results of certain laboratory tests and a symbolized summary of other laboratory tests performed. The symbols and other descriptive characters used on the logs are defined on the Explanation of Logs, Plate No. B 1 in Appendix B. The engineering descriptions provided on the logs are the product of one or more of the following: (a) visual classification by the engineer or geologist observing the exploration using ASTM Test Procedure D2488, (b) laboratory testing using ASTM Test Procedure D2487, and (c) interpretation of the results of (a) and (b) above by the project geotechnical engineers. Shepardson Engineering Associates, Inc. September 10, 2003 -5- S.E.A. 203181 -01 7.0 ADDITIONAL SERVICES This report completes our currently authorized scope of services for this project. Continued coordination between the design engineer, client and our office is recommended in order to facilitate communication and accurate incorporation of the geotechnical recommendations into the project design. It is recommended that the final plans and specifications be reviewed by the geotechnical engineer as a means for documenting that the design is compatible with the geotechnical conditions defined by this investigation. During the construction phase, a program of geotechnical testing, monitoring, and observation should be undertaken by the Geotechnical Engineer's representatives. These services are intended to permit the Geotechnical Engineer to express the opinion that the geotechnically related work is in conformance with the project specifications and plans, and to document changes encountered or made during construction. Site preparation, placement of fill and backfill, and footing excavations should be subjected to the testing and observation of the Geotechnical Engineer's representative. The above services are not included as part of our current authorized contract. An additional contract covering these services can be provided by our firm upon request. 8.0 LIMITATIONS The services provided under this contract, as described in this report, include the professional opinions and judgements based on the data collected. These services have been performed in accordance with current local and generally accepted geotechnical engineering practices. The recommendations contained herein are based upon information obtained from the test borings and/or trenches, observations of our personnel, results of laboratory tests, and our experience in the area. The test explorations do not provide a warranty as to the conditions which may exist between the points of exploration. The nature and extent of subsurface variations may not become evident until earthwork construction occurs. If conditions are encountered in the field which differ from those described in this report, our firm must be contacted immediately to review these conditions and provide any necessary revisions to the recommendations contained in this report. The findings of this report are valid as of this present date. Changes in the geotechnical conditions of the property can occur with the passage of time, whether they are due to natural process or the work of man on this or adjacent properties. This report should not be used after a period of three years except following a review and written update by this office. In addition, this report is invalid for any use beyond the limits of the project or for any construction not described herein. Shepardson Engineering Associates, Inc. September 10, 2003 -6- S.E.A. 203181 -01 This report is intended for the sole use of the client and/or their design consultant (s). It is the client's duty to inform the architect/engineer of the contents of this report and ensure that the recommendations herein are incorporated into the project plans. The client and architect/engineer should also ensure that the contractor and subcontractors implement such recommendations during construction. Shepardson Engineering Associates, Inc. see A VA rim oil • owl KEY TO LOG s , a °^ c^ • �o +� o.• nn U� c.. � U v • V •• E p a •' i C • w a p� •r 0 - a ' a O►- • M o a �V n 0 o Level of Free Water 3 Date Measured Seepage at Time of Boring •— TYPE OF SAMPLE OR SAMPLER SS - Standard Penetration Test Sample (ASTM) SC = Ss td Cone Density Test Sample D 5 103 17 n - California Sampler (3'O.D.. 2.375' I.D.) Interval S1 - Shelby Tube (3'0.0.1 S2 - Shelby Tube (2.5 '0.0.) PS - Pitcher Barrel (3'0.0.) e - Unable toy Retrieve Sample B - Bulk Sample C -Chunk Sample NUMBER OF BLOWS FOR LOWER 12' OF DRIVE SAMPLE When SS Sampler Used, Blows are Taken Using 1401b Hammer -30' Drop D 6 t 12 Energy Criteria on Log for Other Samplers (91) P -Push Under Hammer Weight MOISTURE CONTENT (Percent Dry Welaht) DRY DENSITY (Pounds Per Cubic Foot) (R) - Relative Compaction OTHER TESTS PERFORMED SG - Specific Gravity DS -Direct Shear UC - Unconfined Compression TC - Triaxial Compression AS - Residual Shear CN - Consolidation EX - Expansion El - Expansion Index MD - Maximum Density- Optimum Moisture SE -Sand Equivalent GS -Grain. Size Determination *Unified Soil Classification System PM - Permeability AL Atterburg Limits R - R -Value CBR - California Bearing Ratio CH - Chemical Tests NOTES: These final logs represent Shepardson Engineering Associates' interpretation of the subsurface conditions on the date of exploration based on field logs in combination with the results of laboratory examination and tests of representative field samples. Therefore, these logs contain both factual and interpretative information. The logs represent subsurface conditions I on the dates and at the locations -indicated and are not necessarily representative of subsurface conditions at other times or locations. The horizontal lines represent the approximate generic and/or lithologic boundary between types of soils and/or rock material . The actual transition may be gradual. The logs summarize only a portion of the geotechnical report. They should not be reproduced for distribution while separated from the body of the report and the data contained on the logs should only be used in conjunction with the report. 'Refusal' indicates inability to extend excavation practically or economically with the exploration equipment used. Date: September 2003 Project No: 203181 -01 Plate SH EPA RDSON ENGINEERING ASSOCIATES I NC. Explanation of Logs Q 1 Geotechnical Consultants Evergreen Healthcare Hospital i � Engineers - Geologists Encinitas, California LOG OF TEST TRENCH T -1 Date Excavated: 9/4/03 Excavation Equipment: Logged By: TT Method/Trench Width: Hand tools /24" Elevation: —310' CD 5l Tco m� �o MATERIAL DESCRIPTION Q� ccc~ �� 00 J H SC Clairemont Terrace Deposits (Qc): sandstone, clayey fine to medium - grained sand, dense, dry, reddish brown B 1 -- -- -- -- ----------------------------------- SM J Ucc sandstone, silty fine to medium - grained sand, dense, dry, reddish brown 2 Bottom of trench at 2 feet 3 4 5 6 7 Remarks: Please refer to symbols and note limitations shown on "Explanation of Logs" S H E P A R D S O N Date: September, 2003 Project No.: 203181 -01 ENGINEERING ASSOCIATES INC. Plate Log of Test Trench T- 1 B2 Geotechnical Consultants: Evergreen Health Care Hospital 1 of 1 Engineers - Geologists LOG OF TEST TRENCH T- 2 Date Excavated: 9/4/03 Excavation Equipment: Logged By: TT Method/Trench Width: Hand tools /24" Elevation: —299' L� N w N C fn U) U �� E� �cco J0) MATERIAL DESCRIPTION CU B SC Clairemont Terrace Deposits (Qc): sandstone, clayey fine to medium - grained sand, medium dense to very dense, dry, reddish brown 1 :porous, upper two feet 2 B 3 B :gets coarser and less clayey with depth 4 SM (Qc): sandstone, silty fine to medium - grained sand, dense to very dense, dry, red brown 5 Bottom of trench at 5 feet Note: Trench was cut down the face of the existing road cut along Santa Fe Drive 6 7 Remarks: Please refer to symbols and note limitations shown on "Explanation of Logs" S H E P A R D S O N Date: September, 2003 TProject No.: 203181 -01 ENGINEERING ASSOCIATES INC. Plate Log of Test Trench T- 2 B3 Geotechnical Consultants: Evergreen Health Care Hospital of Engineers - Geologists ��M DIAN I =R21 =1 / 1 • 1 . • 1 Compactor Air Pressure pw initial Moisture % Moisture at Compaction % Briquette Height im • / 1 • 1 • • • • - . . 1 111 1 1111 -1 1111 •• • • • of /NN80MN /- ■/ 888 \•M808\ 0088/,\•\ N/ f f ff� / / / /f \ \ \f \f \N \f. \ „• N . � NM.,,. ,- ..00.,,,••00---- ,- ,.-- .- • „\ „N•, N, ■•1 „I•.N,,,Y,•,, \t• „•-M •08N008\BNN-- 80800800 ■N0q• \ 8,00 -M q8-f H8-N-N0 00-0 ■p8f8t88f -tf •q --00q \0800 -08-- 808 - 880008• - ■ \/\ t8,0. N.......NO- „0,88- 00 \ \ \• W \ „•,,,•• „ \,Nf••,M \ \ ,,,, f ,,,, tNNf,\,,.,,,• •• „• tf \, \ „ \,\ ••,\\•fN,tNN NN,88M WN. N„•• w, N„ f,\ „ \•\N \ „ \ „tH „ • , \ \ \f \ „ \ „ t „ \NNE 1pf \,f, \, H,N,fN „N, \N \,•,\ \ \\ N / \• •, \, \ /ftl \\ N,NN,,,H\N NM00NeN,\0fw\80Np ■ „,,. 0 00.,8• \, 0,.0 \ •,\„ 0080000\--■/8■ - 000000008...■... .....MN88. ■ „e- .BM..N ■.......... N \, \f,,, \•ffNf,A \tf„� . N..,, .- .••- M.,,,- .,,-- ..-w-- ,. -.N... •.0,• ., tN. \,• \ \.tNN ■ „ \ ■•.M � • \, N,,, N,••,\\•„ N•, N,•,,,••\,.\ t,,,\ • „ \,•N \N, ,NN \,,,•,N „Ot,,,, \MN • N,N „N, N N ,NN,•M M ,• \,N, \,• \.\N, \ \, N \ \N,,,, t•N\,•,,,•,N\N N.,\, N „•Ntltl•NNN•NN,N, \t,w \,fff \N,N •0,,,,000 \NN \tREMIS , ,M� \ \ \,fq \Nu \ \�N WN„ Y• 1•, MN,- ,,,.,,,- M•- ,•1- ••.00,0000,. - „ -• „N W \,,,, \•N, \ ,,,, \ WN WAM 1 .191 11A 7/ • NN \NN \N „8000 „ffwOq \ „ so 66000 „ \•,NN. --------- u N,w,\ © N, \ \fMNMN \NA,NN,NN•,N,w•„N,,,,, ••f „f •,N•W \Y \, \• \M W,•Mw f,\ fl\HMN / \ \ff\f /Nw \ /M,N \,w.\N \q /q •N / p N \f .MN,OMN, \,•,88/..1000,0000- N...NpO,.., t,,,•.,,,. HN \., ONE YM W „.NN • NN. NM, NN,• MOf. MM• NNY.\ ■tN . • \ \ \N / /M- eMN ■HMNM ® „N,,,N,•,,,, \,N,,,, \N, \„00•,•0000,,,•,•- „•t,,,,H \•,,,.,, •,,,•1•,Y\WN , NN„ N-.8\,. t, 8\.■, 8..• N ,,,, \...pN.,- ■ ■te,,.,- „- N,..,,M •,,,, •,N ■00.00 •• \N,•,\ \•,w\ •f \N /\N „ \, \ f \ „\ t,,,\,,,,, /, \ „••, \ „N „ •,,, \ „ \ \ \•\M © NM0•N.,fNNNN00p \ /M0 fN8 \t.MNfONf \80/8- 8000 0 \, \ \f ■00- 00.888 -0,N- .-'�- 0800 \NN- 0-- w08008,N8 \M- -0008\0 g080,NN0- NN -N8f- 880 -N-Nf N00M .00„0000.00- .- MNNNI- N.- ,.NNNMHN.MNpa Goals w N „��,��, N,N•w —'� , NNN\,\ tN „•, \ „tN „ f „ N „ \ , - fN , \,,,•,M•M- ® •-- „.- N,-- M,HM,N- NI,•t1•N „•,,,, W,,,N „Np,,,,,,•N \ „ •INNS .Nw.O.f iii- NN \HNN� ��.f-.�_ • -.Nfi iii�i 'ii- N0-.N0q- /0 0qf- , f 0 N 08 M • M0.f,0•,.8,- •A,••'MftN,f Bt ■. 8,-•-,.f8/•8„■• ..eNt•.,■ ■.,.. • \- .,,.M,•.,,..- ..•.N. -Evan. 'o.- •.-..- N. •„- .•,..--- Ne. - ....e .-0NN8- 000., .■88,00M0N-.088 ■...N.. Eva ...,.. •08-,0f-f-8/8UNN.0. ® -■ NN,•,•- i, H..■ N..,--.,.-. ... M--..,,,•,-- • .... ............. .......... .., N..-. •,,,-.,,-•• N\.- „.,•N ...............•....., -N.. •.,, ■.- . - -.N•, NN.- N... N-.- N,.- M.- N...- ..,.w-- ....- N.......•.•� •,,. \• ■,.-- ,.1-- ,... -. ® N,-- „NB.N, \, \fN•M \.,,,,,,,..•NM,..N ......... ...A•�..N.,N,..N,.Mw . w• �NiiNNN-- •NN /NN.NNM,NN \N................., . .- - -N -- ..- .- •..........N ........ - -N •,00,00000 ®-- - / NtNN „H,NM,N,,.N.,•N- ... -., N. /,N - - t.,..,,- N..-- .. NN- NN-...... N\.• N,-. N.- N- .- .M.,,.,•,. ■ \- .,- ,-- •.., \..,,. •M „fMNM 0M8NM •.,NN- 880Nw0w.,0 \. \,.NN.,.B, N,f.- •\.\ „- 08,000000,8 ■NMf�O ® •- N \,NN•N \.N\N.,N,.NN..,,,tM..,,., •...,N.. t.N..,. „ Aw.M , NN, N.,,,,...M• ,. BN ... .. .. ............... .•N- H „ -. -,,. pM eM. • M.0. 8,. t,,,,•,. .., NN• -.,.•.,--. M-..--. •• ...... .......... ... ... -NM•NN H 0:9 . �jwaje ,N�,M- O N,,. \,- ...N. \.. \... \ 008 / 00 . ,08 \ ,.,,,.. ■ \„ \N., ■•\ ,,, NN--. N........-. BNM•., N.....•N „N.......- .N. /•., -f,.,N O \MNN -„00.I -----N..-N.-•-.-...-.e .............. •--•--•--••----.N,-...-- • / N.......--.,,- M,.-----...-•-----•..... ..•.,, ■•N /.--,, . N.,.. ,- .- ,N•.,,,, -N -I ..001-0- w\..... 000000- N- . .•.. t,8-/ N.\, •t ■ „NNNf-N.•.1 \,.fN•.Nf \. •wN /0008.,.,\ N,- \,..8/ „ -■ • -..,, •- •. -.,,,, N.,• 0,.. ■- N.,O \ \, 8088 - 111180\00 1/---nupwoogf gfe- ... N-,NNN MBE .....,N\. ■..."HunN1\N.NNwr.. / N wow.iii:.Nwoi.Niii .... iii::: iiiii -w:iiiii1i- ii.wi�� N ,NNN „oN.ou NN,N,N.N.N-.N..... NN NofNN..NwN.N -. ..M• 000.11..1 ■ ■ - -.\ ■,• ■/ \ \1 N.,,,Of.....N101.8. w111f1000.. / •.„..•.\\,■„-.•,,.■, fA.,,,8 11/-•....,•■--.- N .. ..........................■ --.. • -. -.• ..............\.........-..-•.-......-•..... .f- ....... N... ■.1•••.1.,,..,,..,.. N ........... ........ ..••... •-, N���N���N�� .O ~���.N ................. NNE N as " - -- -.-- iiiN�i�N• iii�ii .N.i�i��ii.................. �-- iii. - ugo w Now a -. / • - .M..N.• \ 6828 •---•--"-•- -f,•-.N- NNN-- ••N-- W. -NM•NN - -• -N•, • •v -_ NN......•-- ..M,..,...,.M ................... ■NN- ••N ■p N.N.- EN•N.. N\N•,N,N\N0HN,0N, N,Nf..,B,NN..,Nt0N.80.NN- .\000 -, N- .,.N „•N,- 0MN0fq, 80--- 0N1N800800M0- N- ,Nw08M00q \ /gwN Mason N �•NM,N,.eN� „.MM N,et0M00M NM00 NN • / T .NNt,N1NM0NNNN8N1NN00- 000-- N „- Nw.M0.- 00- q ■ \A- NN- .wM /N.. -..--NN-NN- W..Nw-. NNN..•• rN. --w.-N.NN. W.-- N------ .•wNN.r • . M-, M.-.• N.- W..- W.-- N- N.- •N...,,. \•.M- ,..,..NNNMHM.Nw N.N - MNw.,,MNN.N8f882006 M-t1 „0-, W.,.,wON „ \N- •.MM -. W \--- -- N,,...NI': =o Y --N- .N- ,- --- .•N-- N- .,.- N-. -MNN. N--- /8A- N8N0fg8 /- N -O /f-8 M / -. /f -f /gNNMO/---NN-NN-NMfwB- ,..,. 0000000.00 Nw 0800,800800 N,•,.N..,,,--.NN.M.EN-,,.N,NN\.NNM,-- / NN•.. N...---- N- MN- N..,•wpN- N..-- •••- .,..\N -N•- .......- N.,- N..,.wN. -M •- N...N. -w.. ONN - -N MM N ... .......... 0000,00800 N-.. ENM,N.- / • .t.MN „- N- ,BN „O.,MW08,,,8, e,w,WNtfw- H- 80Nw \NMNN- .AN•NN • -,..,..-.-.•.-... M N. N Y - , ..- ... NN.WNNN- ..w,.N - -fwN M.w.��N:.���:N.B NN.,.�- .,,, -, •,w,.N.,.MNO.N.NN,NMNN\ M.,.,,M „N- .NN. W N,N.. t,M.eM.NN NN-.N00 NN..,N -NMtNN 8M,- . -M.N :=00000 NN\,1M ,- M M8Y.0 -N NNeAM /00\0 --,,, NM/Nw MN, • Np,., N. HN.. N,. NN , NN N M.N- \MN , N NNNNNp,--- N•NN.M. • • • • • .w -.. NNN- NN. N., N..-- A.- N .\.- O .NN.N- .N- NNw.NMYN- •Nw..1N- ew,,, NN, t ,M „N.NN....M.,M.\N0,81.- W0.,•.p MMNM. NN. NMNMNN\NN,•NN WN.N•.NMNMNM,•M NMNM„w -NN• • • / NMN.IN.NN --- iw- B -sG� -: Dat e Sept. 2003 -roject No. 203181-01 SHEPARDSON AV, ENGINEERiNG • i R-Value Test Results Engineers- Geologists --- EVERGREEN HEALTHCARE 0 • EXUDAT PRESSURE Pei •: .1 W - 1 z • . 1 11 : 1 11 1 1 111 �•• .. 1 Disp tume • • �munomumufYODUOUN .ffwu.�futeopfuppppt.■N.HN ■.N ■. ■\ N.. \ \ \.. /..N ■ ■..N. \. ■. ■.. ■ ■. ■.NN.N ...\ . \ \..... /N \ \\.\ ■ \ \.■ Y.. /.. N... N../• tt■./ f■ ff. t... itff■ Nfftif ■YffNf■■oN:fffN ■.itf /. \.. ■ ■.. i. ff.it ■. Ntf...t /t Nf t.•f.ftfft.f iffN ■tfff.tfft ■. ff.. ■. /... ■tNN..■..■ ■N ■ ■..ff ■f.. \.. . \ \ /..... /.... ■.N ........ .... N/.■.\/ N. ■f ■/..NN.NN.........NN.N /. /NN. .. ■.. N.. /.... ■H ■NNN... \ ■. N..■ NM■.//.\ ... ■.. ■. \.N.f /N ■. /. ■.N.. \....N. ../ N......■/// N■■. HNt . / \ ■. /t / ■..NY.fN /. ■.... ■ ■ ■.. ■N. ■ ■1N.NN...NN.N .Y...fN ■. \ \tf fffff MY.N / \f f ■tf....Nf ■N.. ■f f.. ■ ■ /NN.f fftt..ff..itt /tiN ■. .pN... /f H / ■. N. ■. \N... ■ ■... / / ■. i. N../.... ..... ■......ft ■.. ■.. \. ■.. /. ■.MN. N. N..\\....\...\\.. N.\...... \ \. \..N \N.. \.................. \ .NNN........ � • ,. N... N...\./../.. NA....■. I..... NNNN.. .. \.... ■...N / ■. \... ■....N.. \.. GRAIN SIZE . • .■t..f= ■ ■ ■ ■N / /Hf ■....... NNN / ■ /.........NN. /.. \ . \ ..N.NN /..N. . ■ /N..oN.N. /■... ... ■■ \ .■■.N.NN. H /■ /./A.N / ■...f /NN f ■. / \ /...tf. ■ ■ ■.■Hf. ® .ffNffNf. ■ /.f i. /tf HN..Nff N....fpf Afft.lt \t • ■.tf.fYtf \.N ifN....f.NN. ......N....w.. \... \ \ \\ N. \.. \.. \,.N.. \ \. \,.. /...... N.. /...N.M.. \ \N. NN. • • .fNfifpt. ■ /. ■■ fff. Nf./ Ntt.. Nf.. NN■. t.. N■ /.......... / ■. ■... ■ /...... ■.N.. © ..... ... \.. ■. \. \...NN....MM.MNN \..N. ..N. ■Nf.. ■.ff ffN.MYNN. ■fNf..t..fftt \t.pfNf ftNNN.pNNY.ff.f.f.N. . ■fNNNt N//...■ NYf■/■ N■.../. ..A/ /N.. /. ■■ ■ ■.... ■...Y. ■N /..N. Y.. /..N. . MN ..N /N. / ■.. ■NpM..NN.t /...NU \ ■/■ ■..fff H ■ / /NN.ffMNft.HfNNN. ® � • , MN.. N\.. /. \.....Nw ■.MN.N...wN, \.. \..... /..N..N. ■ \ \ / \NN \.. \w..N. .■/ N.. N..///\...■/...■\■ NN./\. ..NN. \ \....■.... \ \.NN /.... ■N... "son . .■........ ..... ■.NN. /..A..NN /.NN.N.....f. N /. /. ■.. ■H ■f /. \N /N.■ /YN. N.Nf.NfifNt.NNNt..fMN f. /.fi.Nt. ■...Ntt■ N.ft.t..t Nftt.Hff.Nt.. ■N. .NNNM..NNN.M ■YAMNf N/...NY. ■t ■...fN. ■t.fifNtf ■fNNtt.iYNp... NM N N..NN Np /AY..\\N M N \. wN N \. \...N N. /...N...M. NN.......w.. ® .... N...../• NY.. N/. NHp/... N... . ■ ■ /.N.f ■.NN■. /AN /■.N...YN. ,NNN ■ \ \..... N.NMN. N... N...NN... /....■N NN..N..NN.NN..MNN\.. NfNifff t. ■fff iffN.fN■ iN \. ffftt.Yf.ifti■ ■t \/. if =ii i.N ■Nf.f Ntt.ffttfNN. ,.. N..■/..\//■ . \...pN..t ■..N ■ / ■.H /.f ■. ■ /. ■ ■ ■• N ■. ■.Nit \ /.f ■.t ■ ■..ftNHN. .. N..\./..■/..../ tYN.. N...\.. \. \........... ................. N.\.N....N.\ NtN■./.. H//.■ ffNNNt. Nt.fftff.Y .............fftt..Af ft... N..■ Nf Y.Yt. N...N. N\.\.\ N. N \..NN..... \.w \ \...... \......... w. ■ ■... /..N...N..N\. N.....a.......N\NMN.N /.. ■//... A... ■.N N... N\...M.N.NNN \N.w.MN N.N......./..NN.YA ■.NN ■f..•.N/ N. ■ ■ moose . ■ / ■.. ■... t. ■N.. ■ ■.N /NN.N ftfNNN\ NfftNN. fY..Ht \. fM.t.A /.N \........ ■ / / ■NA\ ■.f / ■.. / ■.NN.Nfw • • NfN..tA ■NN. /■ NNN/../■.. N.■.. N. N../. . \.... ■N.... / ■ ..N..•M- ■ :/■..N ■/ .N.....N NN...N ■N........■..... N.... \ \ \....... \. ■. /Nf... ■f N / ■.fpN■/Nf .Ntf NY...tff fftf.NNf ipf■ NNf. /. / ■.ft....f. / ■ ■.NNNt ■.f N. \.f. NfNfMN ® -- . N/t. N/.. N..• N.■ N■/.. N\../■... A/../■. ■....f. ■ ■ ■ ■..Y /.... /. ■ ■. /.NNpH. H......N N.. /N.ffH/ ■. \■..tl... \N N.. /.MM.N.. .� �.HN ■N /.N ■ ■NN.NN...........: N...... /..�N ■.. NN.■ fN /N.. \f. ■NMM._N /A ■N. \.N... \f.. N ■ / ■. \ / / ■..N.N /. /. ■N.. ■N.NH. .... \..w . ............ w - -.N ,���. \..w , .. ...... • • ...NNM... \\. N...monsoon .................\ N\...........\N... N. ■..N.......I _ ...M..M /.. / ■ ■i /f ffNNf H ■ \. ■ /.. ■. ■. ■ /..f. /. ■ ■f ■ H ■ ■ ■.fA /N ■ ■/ i.tt..■NsfN.. .N...iN... / / ■...N f N.... ■. ■.. /.. /... ■. H /...... ■. ■ ■... ■M.N ■. \. ■Nt• \Nf ■f. ■. -_ f.. Nf■ Nfitt./ if. fttt. fN. f■ ftf. tN ■ \t ■ ■ ■ ■...ff ■N fltft.f. /itNi.fff • NN. NN../. t/./■■. Ht■/ N■f i./■.■ N....\ t ■.. ■........ /NN /.NNNN..N....I N/ N.. Y..... .N...N...N....N.\.\...N ■....... N ■. /N.. ■ ■.. ■..MN\N.H.. j • . f...■. M/ H./■ i.■ ff■ Nff.■. Nift./ N..../.■. . \.t ■.iff■.■..■NN.. /■ NN.ftf.N ■.f . H/... Nt.■.■/.... t./ N.. ...■.....N...N..\N.......... \.. ■. / ................. + • :.. / /.. /N... \ ■.. ■...f/...........\. ...:.. N. iiii .. ■11 \��. ■t. \.�:....���..N�N •• .iwi:: iii:: iii: iiiiiiiiii:iiiiiii =i::iii .NN.fNf ..N.■f N/. \.N..f ■ ■ ■ ■.. /N.. /iff ■ /.. ■f ■ Hp..ff. ■. /N. N ■N.fN..N ■. ..Nf..ff ■I ■..■■ ff■\. N..\ f.. tt./.\.... .........■■..f.Nf.Nt /.f • N \....p.� .//..■./■■ Nt.. .H. \ ■ .................N........ N.N.NM /. ■N... \. �NNN.N.N. NNN. N..\ NNN.N. N■...N. ■ ■Y.. N.N. ■. ■f M../ -- �� N M�������N.,,` M• �M.. M. .......,............Ni.N.�%.•.�\ / „� • N.. N, M f MY ... .f.H.■■ • ■. N.. N.. N/■ ffffN... fN■■ ftttff .tf ■.i \ / ■1..fN.ifftNM..fN /HN. H N \N.. ■. \... \...N...•� �H \NN \....N....N... ■... \ \. HN. ■.........MN /.\... • •'v \MN..N \... \ ■.NN.N..; .. N..\.....\\..../. . \....\ \.../\ ■NN. names ..\A..... NN.ifN ■..fN ■NN ■N. /.. -'■■ /. /...NNN \..NNf f. \N HN.■f■/..f. ■..NN.N.. •, N. N.• N. NN. ftp. tfAfNf�` N\ t.. .wN.ftt..fY ■NfA fYN ff... � N.NN/.. ::== .f/�..f�.f..�tN.M.\ • • ..../..■.. NN.... HMY■ fNN■■\ ��NIA .. / \ /...M.H /ft� .tHY..AN.MYMN\ i..�NN••�iiN.fffttNY.H.N.Nf ■.NNN ■..NN /M.NN..f uY.HY..NN ■N /. �w,YN..w.NM•w•. N.. \NN \..•••Nf • .MN..N \N....NHN\wNN.. \.. \..\. .M...N \.H / /.Y.... /.A..Y.M.N.N• , we m emo" `M ■..NNN.ff f■M.NH.iN..■./..■wp . \N...w \N.MH...YN ■.N.■N\... \p \.. ....N..N ■/ ffAt■Nf...N.NN.N■w . f...NY.NN.•.A.N.ff.W.N...iMN.._ ..NN. \. \f.....tYN.Mp.NY.Nf.. M/ N.■ N/ N/ N..N.. H.Y../N....wNN./.`.woman \YY • , .,• Mw\ M\ YY..\ N. YNN..- ..\.NN .w ..A./YN /NN...w... .. M■ �.• �N \...NNM . \..MM.....\...NY /.\...� �. \NN \Nw /.wNNM.NM..YN NN. N ■ ■. NN.N.NNY. MM.N \. /.. \.■.N\\.NA NM\YN. M../.N..../Y •AN • � � NN/ N.■....■.. N■. N/.. fY/. fY... ppiffYift \• "sue .i.t \NN.NA..N.fNN .. Y.. 1.\\ ., \..N ■NN.N.NI■..M...NN.N....A\ \.N.YN./... /MA.NM. N.M • .,. ....,\.. M/ N.. Y...N \..w...N.NYINw.NN . YN... N..N..N.YYY.MW N NN M. .. ..... //f.HA.f.M.f.MYN.NA.NN.NM �tY..MY.HN.NfYH■.. M. \\ N......N...N • . • - . • . M... NH..\ N. NNNY. N... N. M. wN. \./..N\....N N../HA........A.NN. N. ANY .. /M. NY /N.N ■N ■.N. ..t■.f../p.NN. p... NN..N�..N.N. /A.NN/ NA. ■..... /A.. / ■N...N NN. NN.N/..HA.N■.. • • • . NN . MEMO YN�p.N.HN••N \■.■.■ ro Dat 9 Sept. 2003 iect -No. 203181-01 A" ENCINEERiNG ASS OCIATES INC. 71 —11 R-Value Test Results f Engineers- Geologists EVE ♦ • 'I nnn in -1 When Recorded Mail To ) —�_ 2 3 ,� 2 00 2 � � � E� And Recording Requested By: C��FICIF� ��Cfl";.f ` 0 � � 84 DIECAI �ii:`I4` FE " ,'8 GfrICE CffGf:Y I %ITY, COUNTY REWER City Clerk P ti FEES. 1 &,( City of Encinitas ) 505 S. Vulcan Avenue E GiNuRiNc �tRV�cRs Encinitas, CA 92024 CM 0F fNC1N1' �' SPACE ABOVE FOR RECORDER'S USE NOT APPROVED FOR DEVELOPMENT CERTIFICATE OF COMPLIANCE = (Section 66499.35 of the Government Code) IN COMPLIANCE: The Director of Community Development of the City of Encinitas has determined that the parcels of real property described below have been divided or have resulted from a division in compliance with the Subdivision Map Act and with provisions of the City of Encinitas Municipal Code. The parcels described herein may be sold, leased, or financed without further compliance with the Subdivision Map Act or any local ordinance enacted pursuant to the Act. Development of the parcels may require issuance of a permit or permits, or other grant or grants of approval. Section 30.16.010 of the City of Encinitas Municipal Code specifies a minimum lot size of 5,400 square feet, and minimum lot dimensions of 60 feet in depth and 90 feet in width for the subject R8 (Residential 8) Zone. This certificate recognizes four (4) parcels in compliance with the required standards pertaining to minimum lot size and dimensions. Owner / Applicant: Scripps Health Description: (See Exhibit "A ", attached) Plat Map: (See Exhibit `B ", attached) NOTE: The descriptions in Exhibit "A" and Plats in Exhibit `B ", attached, have been provided by the owners of the property, and neither the City of Encinitas nor any of its officers or employees assume any responsibility for the accuracy of said descriptions or Plats. This Certificate of Compliance shall. in no way affect the requirements of any City, County, State, Federal or local agency that regulates development of real property. Case No.: 02 -067 BA/CDP (See Notice of Decision DCD- 2002 -60 on file at the Community Development Department) Assessor Parcel Numbers: 259- 280 -21, -22, -23, -42 Date: July 23, 2002 BY: • // CX/ p Bill Weedman, City Planner CD/YMf : \02-067cc RBF Consulting 9755 Clairemont Mesa Boulevard, Suite 100 San Diego, California 92124 Revised June 13, 2002 April 4, 2002 EXHIBIT "A" JN 25- 100670.02 Page 1 of 2 LEGAL DESCRIPTION LOT LINE ADJUSTMENT NO. 02 -067 BA /CDP Those certain parcels of land situated in the City of Encinitas, County of San Diego, State of California, described as follows: PARCEL 1 Parcels 1, 2, 3, 4, 5, and 6 and the most westerly 139.74 feet of Parcel 7, all as shown on Record of Survey Map No. 4991, f led Apri 1 27, 1959 as Fi le No. 83155 in the Office of the County Recorder of said San Diego County, being a Survey of a portion of Lots 8, 15, 17, and all of Lot 16 in Block "L" of Avocado Acres No. 7 as shown on Map No. 2138, filed November 7, 1928 as File No. 67829 in said Office of the County Recorder. TOGETHER WITH all of Lots 16 and 17 and the south 69.01 feet of Lots 8 and 15 of said Avocado Acres No. 7, lying easterly of said Parcel 6 and easterly of the most westerly 139.74 feet of said Parcel 7. EXCEPTING THEREFROM the easterly 242.00 feet of said Lots 15, 16, and 17. ALSO EXCEPTING THEREFROM that portion of said Lot 17 described in a Deed to the County of San Diego recorded May 1, 1972 as File No. 108464 of Official Records. CONTAINING: 2.493 Acres, more or less PARCEL 2 Those portions of Lots 16 and 17 in Block "L" of Avocado Acres No. 7 as shown on Map No. 2138, filed November 7, 1928 as File No. 67829 in the Office of the County Recorder of said San Diego County, bounded westerly by the westerly line of the easterly 242.00 feet of said Lots and northerly by a line being parallel with and 110.00 feet northerly of the southerly line of said Lot 17. CONTAINING: 0.611 Acres, more or less RBF Consulting Revised June 13,2002 Lot Line Adjustment No. 02 -067 BA /CDP April 4, 2002 JN 25- 100670.02 Page 2 of 2 Exhibit "A" PARCEL 3 That portion of Lot 16 in Block "L" of Avocado Acres No. 7 as shown on Map No. 2138, filed November 7, 1928 as File No. 67829 in the Office of the County Recorder of said San Diego County, bounded westerly by the westerly line of the easterly 242.00 feet of said Lot, southerly by a line being parallel with and 110.00 feet northerl of the southerl l i n e of Lot 17 in said Block "L" of Avocado Acres No. 7, and northerly by a line being parallel with and 207.00 feet northerly of the southerly line of said Lot 17. CONTAINING: 0.539 Acres, more or less PARCEL 4 Those portions of Lots 15 and 16 in Block "L" of Avocado Acres No. 7 as shown on Map No. 2138, filed November 7, 1928 as File No. 67829 in the Office of the County Recorder of said San Diego County, bounded westerly by the westerly line of the easterly 242.00 feet of said Lots, southerly by a line being parallel with and 207.00 feet northerly of the southerly line of Lot 17 in said Block "L" of Avocado Acres No. 7, and northerly by the northerly line of the south 69.01 feet of said Lot 15. CONTAINING: 0.535 Acres, more or less SUBJECT TO all Covenants, Rights, Rights -of -Way and Easements of Record. EXHIBIT "B" attached and by this reference made a part hereof. AND S� Mcy� Kevin D. McHugh, J ., P.L.S. 6310 Y o LS 6310 cn� Exp. 9 / 30 / 02 `Q OWNERS EXHIBIT „B„ LEGAL DESCRIPTION PARCELS 1, 2. 3 & 4 TF05E PORTIOAS OF LOTS 8, 15, 16, AAO 17 6F SCRIPPS HEALTH, BLOC( E " AVOCADO ACRES A17. 7, FILED AS MAP A CAL IFORNIA NOAPROFI T PUZ IC BEAEFI T COTP07ATIOV M7. 2136 IN TIE OFFICE OF AC CC.NTY RECORDER 0f' SAN DIEGO COUNTY, STATE OF CALIF02VIA S"C A DATA TABLE TITLE. S+Z b 1({ CbKQ ------------------------------------- EASEMENT NOTES O BRWIDELTA RADIUS LEAGTH DA DEwTES AN EASEMINT FOR ROADWAY PGRPOSES TO Tlf COUNTY W -------------------------------------- OF SAN DIEGO PER 8K. 5490, PG 383, 0. R. v 1 90' 19'22" 25. 00 ' J9.41' g DEAOTES AN EAS£AENT FOR ROADWAY PU2°OSES TO Tlf COUVTY 2 89'41'19' 25.00' 39. 13' O OF SAN DIEGO PER 6K. 5795, PG 331 & 333, O. R. 3 AOO *50 '49 E 10.00' O GEACITES AN EA FOR ROADWAY PU4POSES TO M COCAVTY 4 89 "41'19" 25.00 ' 39. 13 ' C 5 A(00'48'46 E 5.00' OF SAN DIEGO PER FILE NO. 78- 241621, O. R. 6 189 "27'52 "W -- 124.64' p0 DEA09TES AN EAaAENT FOR ROADWAY PLWOSES TO ThE COUNTY OF SAN DIEGO PER FILE A17. 78- 298291, 0. R. O DENOTES A DEED TO ThE COCAVTY OF SAN DIEGO PER FILE M?. c 108464, 0. R. I I I � N89'27'39 "w 623.43' 1 371.42' ` 242.00' I PCL. 1 �p� I 139.74 A 10 PAf Ca 4 ~� 0.535 AC. Q ° N PCL. 2 PAIL n89 "w 2x2.00 ' W 0 �o "1 2.493 AC. A bp I �' �6 B� W .__. ._____._....._....._...�_.____; PCL. 7 4, i - r L. 3 R. 0. S. I 4091 o g F PARCEL 3 rn o I p� o o , 0.539 AC. c� g ° g N89 "W 242.00' o o 20' Pr1 B ;n 20' PCL, 4 PCL. S i C p 3 o Vp T PARCEL ° o — �YN89 "27'52 "w ; — — 4 0 0.611 AC. A 221.76' — — — — — — - -- --- - - - - -- 6 -- — -- 242.00'- — A89'27'52 "w 5 E 623.55' ryT SANTA FE DRIVE LEGEND �— IAOICATES PROWD PARCEL LIAR' Q� N0. IADICAT£S EXISTIAG LOT L IAE 6310 PLANNING ■ DE91ON ■ CDN STR UCTIDN TO BE REMOVED EXP 09 -30 -2002 IADICATES EXISTIAG LOT L M 97W 0- AMMONr MESA WMEVAM WM WO TO REMAIN * ■ • ■ SAN DECO, CMS;OFHA 92124 -1324 CONSULTING 06.65 - FAX 8%614 -10M - www W c m qjf OF CA101 APRIL 4, 2002 REVISED ,RE 1J, 2002 J.N. 25- 100670 SHEET 1 OF 1 SHEET ADJUSTMENT PLAT - CITY OF ENCINITAS NO. APPLICANT: PARE BY: APPROVED BY: ASSESSORS PARCELS SCRIPPS HEALTH 259 - 280 -21 4275 CAMPUS POINT COURT 259 - 280 -22 SAN DIEGO, CA 92121 -1513 KEVIN D. McHUG JR. CITY ENGINEER 259- 280 -23 TEL. 858.678.6327 259- 280 -42 P.L.S. 6310 EXPIRES: 9 -30 -02 REG_ NO. DATE It IPDATAI2 51006 70ICAODIMAFPIAGILLA1670 LL001.D11r, s i t. r h x f/ is s r• FBF CONSULTING HYDROLOGY STUDY FOR Oceanview Hospital Parking Expansion _ W.O. No. Drawing No. August 18, 2003 Brian K. Oliver, R.C.E. 45045 Date 9755 Clairemont Mesa Boulevard, Suite 100 San Diego, CA 92124 (858) 614 -5000 31:1'- P-D..A J',L125iW 6Rik,t�,U.9„N67t,110i.Ao Table of Contents PROJECT DESCRIPTION ..................................................... ..............................1 ExistingConditions ................................................................... ............................... 1 ProposedConditions ................................................................. ............................... 1 METHODOLOGY ................................................................... ..............................1 DrainageCriteria ........................................................................ ............................... 1 RESULTS ............................................................................... ..............................2 CONCLUSION ....................................................................... ............................... 2 APPENDIX A Table 1 - Proposed Hydrologic Conditions Basin Summary APPENDIX B Figure 1 — Vicinity Map Figure 2 — Existing Conditions Figure 3 — Proposed Conditions APPENDIX C CivilCadd Output — Existing Conditions CivilCadd Output — Proposed Conditions H:\ PDATA \25100670\ADMIN \670dr001.doc 1 PROJECT DESCRIPTION The purpose of this drainage study is to analyze the drainage of the proposed parking expansion for Oceanview Hospital. The proposed expansion will effect approximately 0.6 acres of the existing site. Refer to the Vicinity Map, Figure 1 in Appendix B, for the - location of the site. Existing Conditions The site currently consists of two parking areas, along with an undeveloped pad graded lot with an approximate slope of 4% across the site. The site was divided into 11 sub - basins for analysis of existing conditions. Sub - basins 103, 104, 105, 201, and 202 represent landscape areas. Sub - basins 101, 102, and 204 represent both landscape and pavement areas. Sub - basins 203, 301, and 302 represent pavement areas. The site drains in a southerly direction to Santa Fe Drive. Refer to Figure 2 in Appendix B for the existing conditions. Proposed Conditions The proposed parking lot expansion will construct a connection between the upper and — lower lots, as well as a relocation of the driveway. There is no diversion of storm water runoff caused by the project. The site was divided into 14 sub - basins for analysis of proposed conditions. Sub - basins 401, 402, 403, 405, 407, 408, 505, and 510 represent landscape areas. Sub - basins 404, 406, and 507 represent both pavement and landscape areas. Sub - basins 506, 508, and 509 represent pavement areas. Refer to Figure 3 in Appendix B for the proposed conditions. METHODOLOGY Runoff values and preliminary pipe sizes were calculated using CIVILCADD Engineering Design Software version 3.2. The program uses the Rational Method based on the San Diego County Flood Control Division hydrology manual. CIVILCADD is a computer- - aided design program in which the user develops a node -link model of the watershed. The program has the capability of estimating culvert sizes and using culverts or open channels to convey design storm discharges. The node -link model is created by developing independent node -link models of each interior watershed and linking these sub - models together at confluence points. Below are the drainage criteria used to develop the model. - Drainage Criteria Design Storm: 50 -year Runoff Coefficients: "C" values based on the City of San Diego design standards. Rainfall Intensity: Based on criteria presented by the City of San Diego design standards for urban overland flow. All CIVILCADD output has been placed in Appendix C. H:\ PDATA \25100670\ADMIN \670dr001.doc 1 RESULTS The results of the hydrologic analysis of the existing and proposed conditions are summarized in Table 1 located in Appendix A. The amount of runoff that the proposed conditions contribute is less than existing conditions. The amount of runoff discharged decreases from 9.8 cfs of street flow to approximately 2.3 cfs of street flow. This is due — to 7.2 cfs of runoff being discharged into the landscaped areas during 50 -year storm conditions. CONCLUSION The parking reconfiguration will not adversely effect the existing drainage conditions near the site. H:\ PDATA \25100670\ADMIN \670dr001.doc 2 APPENDIX A Hydrologic Conditions Basin Summary Sub -Basin Node From Node To Area (Ac) C T (min) 1 50 (In/hr) 050 (cfs) Description Existing 101 101.1 101 0.159 0.65 7.70 3.90 0.403 Landscaping 102 102.1 102 0.399 0.65 7.27 4.02 0.990 Landscaping 103 103.1 103 0.787 0.65 8.15 3.79 1.940 Landscaping 104 104.1 104 0.082 0.65 6.93 4.12 0.219 Landscaping 105 105.1 105 0.139 0.65 5.00 4.88 0.644 Landscaping 201 201.1 201 0.439 0.65 7.26 4.02 1.147 Landscaping 202 202.1 202 0.254 0.65 10.15 3.40 0.561 Landscaping - 203 203.1 203 0.234 0.95 5.00 4.88 1.085 Asphalt 204 204.1 204 0.039 0.65 5.00 4.88 0.124 Landscaping, Asphalt 301 301.1 301 0.288 0.95 5.00 4.88 1.335 Asphalt 302 302.1 302 0.320 0.95 5.00 4.88 1.484 Asphalt Proposed 401 401.1 401 0.811 0.65 9.32 3.55 1.870 Landscaping 402 402.1 402 0.056 0.65 5.00 4.88 0.178 Landscaping 403 403.1 403 0.101 0.65 5.94 4.46 0.293 Landscaping 404 404.1 404 0.127 0.65 6.14 4.38 0.362 Landscaping, Asphalt 405 405.1 405 0.353 0.65 6.49 4.26 0.977 Landscaping 406 406.1 406 0.098 0.85 5.00 4.88 0.407 Landscaping, Asphalt 407 407.1 407 0.140 0.65 5.00 4.88 0.444 Landscaping 408 408.1 408 0.400 0.65 7.83 3.87 1.006 Landscaping 505 505.1 505 0.112 0.65 6.46 4.27 0.311 Landscaping 506 506.1 506 0.191 0.95 5.00 4.88 0.886 Asphalt 507 507.1 507 0.158 0.90 5.00 4.88 0.694 Landscaping, Asphalt 508 508.1 508 0.158 0.95 5.00 4.88 0.733 Asphalt 509 509.1 509 0.436 0.95 5.00 4.88 2.021 Asphalt 510 510.1 510 0.015 0.65 5.00 4.88 0.048 Landscaping h:\pdata\25100141 .006 \admin \670hy001.xls Table 1 APPENDIX B `3J:1� -D�,1 J' i, ll2sg06701v 1�"p„11,9„N6Xkp001.Aor EXHIBIT " PROJECT SITE SANTA FE DRIVE = c o , N� W � < Z U S� _ � S 0 M LOMAS SANTA FE DRIVE VICINITY MAP NOT TO SCALE PLANNING N DESIGN ■ CONSTRUCTION 9755 CLAIREMONT MESA BOULEVARD, SUITE Wo VICINITY MAP .. SAN DIEGO, CALIFORNIA 92124-1324 CONSULTING 858.614.5000 - FAX 858.614 5001 - www.RBF.com H: \vonrn�isooc�a�owc�s�awomowc emooRC e/� m s�2 pm IWOSI cm i Ak IK co MM Mo CO CL c ot PR I LU Lt Lo APPENDIX C + + + O +0 + o + o O I,•, �, - + o + o + O + O + o Y + + + 4 + M + 4 + n o +o o +o o +o In + e-1 In + H In + + + a o V + + + o + o + + + ° + r E u + In E II + M E u + r E ry 0 U + o ~ O U + o m 4 U + C In 4 4 + Y ro C 4 + L ro ri 4 + Y ro / u roQ +m v ,� wr +� -� n roQ +cn w •. n ro � + 4 ^ >� u + Y Its >t u + Y 111 E - U + V b >t Q M t4 + C A In M X + + G R r r) �O It +.1 a + O + W ro m M O -- + M N 1 0 M ` O a + W N- 16 < In U + N ✓ A < In u + 4 ✓ A < In U + t4 Y H ro Q + o o W N H M ro Q + o O W 14 .+ la to Q + O o W N H O N N + L W c- a `-' M w +✓ W -- a `� M w + Y W -- a N T + O < 4 r + O < N N + O < Y In 't, ro r +o qo w wr ro 16 m +o qo w w In ro ro m +o ,r~ u a � M + o w .0 Il a r + o a) - f: It a o + o w� 1:4 a ro 4 N + H >N Y O 4 4 +.-1 > a L O H 4 + >m L O - H o O O + -H m H •- O O O + .1 N - .-1 --� O O O + •.� r H W W + M O W W + •dl pl N . - • >� V N W W + N bl N -- >. U N E o + o A I + o vl m'O +.tix o ✓ Xdv In ry'O +.-1x o ✓' In r'O + o Y tn�o < O N N + ID - 0 N + � m • w a �< Ym ov U + o ww ✓o roQlnoM U_ + o v W ✓o ro Qlnov :3 f.4 + o w W Yo NQIno Cv In qo II + O w Cowin 7 N qo II + O w Gowry a cr Cm II + O w u --w p [T w m + C H o ro O O N U a)m w O + C H o 100 0 H Ub wN w H + C H O A O OH U b wr Y N -N T ro + O F 4J O .-i O U M -.+ m ro + O F ✓ O H O U N •'1 N ro + O F L - O H O U N It � u U w + •.1 Q w Not lo r It u w + -.1 Q w No - N•C C-- II U w + - ..Q w No ta G� It O 4 + ✓ a •.+ H N U ✓ ro « ..1 H 4 + ✓ a -.< N m U ✓ 16 « -.a O 4 + Y .ti. a -rl N In V ✓ ro« Y W ro + ro a H'dM(T II w ✓ - -W ro + ro a H'aM O 11 w ✓ ^- ^W ro + ro a H II w ✓ [.' O H W } Y Q ro N Ci E N O H W + Y Q ro M t E N O H W +✓ Q ro M (.' E N O a) H > 3 w o •.10 --w E +co > 3 v o •H a) E +v1> > 3 v o + ✓ -.10 u-- In o ro + w o u u •.1 o 'o In o w + w o 11 v •,i 3 o In o ro + w o 11 u -.I 3 'O In 1: 1a >r U w Y - .-i II C O # l0 >� U w + Y - H 11 C ✓ O + \a >� U w + ✓ H II C L O k OI p > ✓ H + Q Uw C w ro ✓ 4 + C QQ Uw a) ro H - -Y N + �Q Uw O •M W II Y } •M w O C 4 4 W U O •M W II L } . ti) - O C 4 4 W U O -rl W 11 Y } ..1 [y1 - O C 4 4 W U O U - .1 i N W N + O a ro •N O w L I I N W N + o a ro ••i O w L 1 I N W N } O a to .1 O w✓ I I W N .-+ C O W + w r V H .-1 C O w + w Q 'a w ✓ -.i w C 'o H 1 C o w + w Q 'u w Y *H w C b H H O G • w w H + w N ro✓ w w - w w .� + w H ro ✓ w w w ); w H + w N o ✓ w w G w H Y a O ro + E a -•i ro> ro -rl U ro ., H Y o ro + E a -•1 ro> t0 -rl U ro H .-1 ✓ a o ro + E a •r1 ro> 10 -'I U ro H ., w v C 4 G - + o Q u A w > '0 r a t1 c� -+ + o a w A w > ro r H r 4 C - + o Q w R v > ro c « -- E q -N a + Y 4 - w O N# f -N Y + 4 H ..i a "+ w O 4 « « -ri a L + 4 H •M a H w O 4 « + w F U N w .+ a u w m m w 4 -.1 + W F U N w H C U w m m (D 4 -.+ + w F U N w .-I C u w m m ✓ • f+ > + H w w o > rl > + H w w o > - - ,--I > G + H v w o > rl + N 2i a r+ ✓ -.1 w O H H I -.i o -'1 + N 7-.I a r"1 Y -, w o H N N -N ro -rl + N 2 a rl L -.-I w o N H tT N ro✓ w + N H N ro N Y L 0 ro ✓ w + N H N ro N L✓ O ro Y w + N H N ro N Y✓ O C ro W U 4 1 + w - M w N ro N u W V H N + w -.I w N ro N y W U 4 .� + it C w ro (I + U x 4 Y .0 a) > w ro 11 II C w ro t0 + U« 4✓ • r a) > w ro 11 II C a) Id a + U♦ 4 Y .0 w > w ro 11 II Y t' + o k w -.1 to 3 v E a) - w R✓ + o« v . 1 rn 3 w E a) -.I w A✓ + o x w -H 0 3 a) E a) ✓ -.1 u fu w a o + 4« N L o H 4 U U ro W a o + 4 N r- O 4 U u ro W a 0 + 4 N V -.1 O H- 4 U u w 'd w Fa W u) El +w« UHxaWF roFFa W tn +a,« SHx W F roFFa WmF +W+ UHxa W F roFFto I I I I + + N + o + o • I I I I + o + o M I 1 I I + O + O q i i i + + " o I I I 1 o o + + o + .i In + H N + + v i i i i + + > a « O + 4 r I I« I + + tT ro I 1 x 1 1 + o E u + 0 4 M E M I I x 1 I + o r o U + o Ol I i x I i + +✓ 0 - O 1 I. 1 I O b + co N N II b Q + ., H U 4 m l I I I N + i3 w E ,� w ly +, 4 N b 0 1 I (.' I I 4 +✓ ro ^ >I U + L ro E >� + O N- r O II + - x 4 n L I ro N + M b r M O a + W N- N r M H ro C m ro I 1 E I I -rl 4 + 4✓ A < In U + 4 1J R 3 O Oi ❑ I 14 1 I O O 'O + 0 O W 4 N In ro Q + o O w H ro ✓ H o 4 W O w + L W O O w C I I W I I ro O N + O a < t4 tT + L W O .. N N O I I H 1 I w b a + O C O w wN ro ro In +O < .0 II a H + o a ° 4 II P. ro i y H O N o + O w > n ✓ o C •rl I 1 p I I C II w a✓ + H to H _ >I U N - E > I 1 4 I VI I a) m -H H a) + O I✓ I N 1> I Q ro E + H O Y A X do In M 'd + H « O L .r Y > + N It W w a < rn N U + ) I w b X dP C a) tP o f I o I ry 1 H >I C •--1 4 f 1p • U tT plt°1 W i i u i i t -r - U C + « o w W Yo I U + + o v W ✓o roQln O r >, ✓ I I b I u l Y • d N - o w l-I C >~w o O w ou'M a V c to ✓ V + z U to r t , 1 . + G I a I I N w a) o . ✓ + C H o ro o o u 'O 4)a w o II + v 0 o r o >. O p I 1✓ I O I " ✓ 10 a + o F ✓ o ,-+ O u .-+ - ti v lo + O F ✓ o .-1 o U U) u r-1 I I t7] 1 m + •ri Q w N .-/ ro •[ Si II U w + -N O p l I I w l b Q L -N L C +✓ u a -.1 N m U L la + -rl O 4 + L 7 N N r U N I >. I -fl 1 a v -.i ro >I + ro a H b M H 11 w II w ✓ H O O ,d l 1 O) I Q I✓ W w U E R +✓ Q ro M C E N O H W + Y Q At M C E N w b� i N 1 . i t N ow +v)> > 3 w o . 10 - -w E +cn> > 3 w o •.1 q I >I >. +� W o u u o Id +� W o 11 u -.1 En A >I W I o 1 10 I ?I >1 0 .-1 'd to ✓ + V - .-I It C Y o « 10 >� u w + u r1 11 (' Y O a C 1 O 4 t7 I o ✓ o a• 1 U C + 0 RR[[ U w C w o - u t + H >I I -N I 'd t I O -M In - N H w + •N [a) C > ✓ 4 4 W u ro O o 4 4 W u 0 -.1 W 11 L + •N [ U W o w ro th •O I L I >I I I N .y L C O -.I + O a ro- O w Y I I N W N + o a (o -•1 o w Y I H O C o 1 •.i I x I m I O (/ H M 4 U + a Q 'O w L •ri w [•' '(y H N (.' o w + a. Q 'O w✓ •'1 W u a , y 1 b✓ r I 4 v 1 -H + w 4 ro Y W w o w ('. W + w 4 ro Y W d ~ ✓ O y) I C u' 1 I -.I 1 b ✓ E w >, w + E a -ti ro> lo -.+ U lo .-1 I a o ro + E a -.1 ro> ro •,+ U b (.� w u •H ", w + O Q W R w> 't1 r. '-1 C 4 r -r1 + O Q w A w> 'O r. H Q E O a ' i U W i« i H I A •.1 O w + 4 th ..1 a 1 w O 4+ f -.+ a✓ + 4 th ..< a .1 w o 4 a I 1ti ✓ t} O O + W F V N w H( U a) m m w 4- + W F U N w H r: U w m C) -i D. OI « N I N O O -- w tT U + N w w O > - H > ( + H w w O > a row r 4 « C I ro 4- N w + N a L N W o H H• Id -H + N a H L N w o H C I I -rl ro I♦ O 1 C ro ✓ 4 a -ti W + N H N ro N Y✓ O •� ro✓ w + N H N ro N Y L p .�� > O Q 1 N >I I♦ I U i o 'd 16 O Q w + w •N w N ro N u W U 4 H + w - w N ro N y C >✓ >. O + U♦ 4 Y .0 w > w ro II 11 KI ro + U« 4 L ,>ti w w ro II U ✓ G t -.� I I« t w i✓ ro v e .� C C + O x w -.1 to 3 w E w ..1 w A✓ + o« w -ti bl 3 w E w ro ro I x 0 I k I [a l ro L H m a m a + 4 k N (.' -., O N- 4 u u ro W a 0 + 4« N C - O �-, -M 4 U atn I wlr, I I a I a tnwwotna +a,x uHxawF wFFawmF +ax oHxawEl roF + + o ....e +O + O +p Q h O + o +0 +0 N + O + O V + V + H + N k + o o +0 o + o C + N 1f1 i M + + p + O + + O + O + O -. + + + <V II + O II + II + C m H U + C m Y U + C N H U Q:t + O - O + O O + O o O + •N N L m + -N N L m + •.1 N Y + ro + to +Y ro C H + u It C H--. +a%, ro + W w .� �- W r +� - '- WH + N + L m .- >I U + y ro _ \ ^ H + C R N M a4 + C A o M T x + } •rl 7 m O 11 + •N O m O II + •rl O N O II + W + O m C H pl m NM� O� + U + H L A �< N v U + 11 Y R < N U + H U ,q < u Q + O O W H H v m ro Q + o O W H H N m m Q + o o W H H M m ro + Y W --' N a w + L W ... 7 m w w + Y W •� 7 N w w + O < - Y H O� + O < L H m + O C O w w M O ro ro M + O [', O w w M� m m m + O r O w w M ro m O +O .,><� II O H -. r H H + > N Y II O M H H +o w- + H + dl bt - >� U m E W W O + o Itl Y O +o A I - , vi +o Eww o +N Eww + N « O Y X dP U) O a3 + M+ O L A X dP IIl O 'O ++ O Y A �f Jp p 2j + u u wro o m w— + N 11 W O O m w + « n wro o m w— + Io ---- w a < Y m m V] + + 1T -- w a - < Y .~ + 2 O V W w o�Qlno oa �U + 2 o U W �o�Qlno ocyU + 2 o Uwwo�Qu Cv 7 U II + y -.a CSI' 11 + O w Co--o 7 N -.< C V) II + O w Co.. ,n 7v<In o Yv + C H O ro 0 0 u 'O w 10 Y w N + C H O m 0 0 H u 'O m b Y w M + C H O to 0 o u b w In L W W m + o F Y O H o u m -./ H ro + O F L O H O U N I •� M m + O E L O H O U H m •rl V' w +•rl Q w mO roy', (.' �- H II U w +-.� Q w mO� m ,G C H II U w + -rl Q w m 10 m A C" H II U H + Y .7 7 •'+ o H U L ro« Y -rl o H + Y y .a m Ol U L +$ x Y -.i H H + L „ti, 7 •r1 <)1 H U L to x Y ro + m a H O M T 11 w Y- C- W m + m a H C) N m II w Y ( W m + roa H d N O 11 w L C^ W + L Q to N ('. E m O 4) H W + L Q m N r E N O w H W + L Q m N r E m O w H W E +tn> > 3 a, o .+o U�- w E +En > 3 a) o •moo U--4) E +cn> > 3 w o -Ha o--w ml +�W O II L) 323 n C o m +� W O II U•.1 3 O n C o ro +In W O u u• ID + L - H II C Y O+ IO O >, U a) + L - H II C Y O+ m O U a) + L - H I t 1 Y O m O >� U H + C U W C wro H U L H + C Q U W C w m H -� U L H + C Q U W C w m L + •rl - O C H H W U O -rl w II Y + .1 W - O C H H W U O •ri w 11 Y + O m + o 04 m -H O w Y 1 I W m W N + O a m •rl O w Y I I W m W N + o ai ro -rl O a) I W U O w -N W II + a Q b w Y -.-I W C 'o H H O C 0- + a Q 'o w Y -.I W C 'O . - + H O C O W + a 4 b w L ..< W C H + w H m a w w C w C w H + w H m Y w w C w C w H + w H m Y w w C w C w ro + E a . ro> m -+ u m + H w Y 7 o m + E a ro> m u m++ w u o o ro + E a , m> m u •� ro H + w Y •.+ + o Q w A w> b C H �- E C H O -H + o Q w A w > b C ,� — 7 0 •` H + H H -.< H w O H «« -r1 -rI L + H H -M H w O H «+ -.1 -N L + H H •r1 H w O H x « ., .,�j H C'. -.+ + W F U m a) ri C U w m m Y w H •.+ + w E u m w r-1 a u w m m Y w H -H + w E u m w H C U w m m Y w t + H w w O O > - •� > C + H w w O > - H - + N z a H L -rl o O H r bl ry - rl m -H + m Z a H Y w W O H ri IT H M m -rl + m Z a " Y -rl W O H H IT ri -> a + m H m m m Y L O c m L w + m H m m m Y Y o '-' (' m L w + m H m m m L Y O C m Y w H + w - rl w N m N y -.+ W U H H + a) -H a m m N y -rl W U H H + w -rl w N m N u rt W U H m + U« H L ,Iy w > a) m II II Y r. w m m + U« H L 4 w > w m 11 II L (. w m m + U« H L ,Jti w > w m It II Y Y + O r w -.I OI 3 w E w Y , WAY + O x a) -.+ bl 3 a) E a) Y -.a w R Y + o« w -N b, 3 a) E w Y -.H w ,q O + H+ m C -H O H" H U U w m w o o + H« N C -N O . -'1 H U U w m w 0 + H+ m C - '1 O H - 1 H U U a) m w a E +a« oHxa W E mE1 E+ W hF + SHxa WE roE+E V) W +ar .4 C4 E mEE Vla W w + o + o + o + o + o + o + o + o + o + H + N + M O + O O + O O Ifl + N N + N I(1 + ON t() OI + tD } tD + + + + O + p + + O + + + II + 11 + 11 + it U + C N H U + C H H U + C V' H U + O O + O O N + -rl r Y m + •r-I O Y m + N Y m r1 + Y N -rl + L H m -rl + Y m -� — + ro + ro + Y m C H + Y m C H + y m - Qi ++ W N ..� a ro R +w w - !1 W. +�) tw1 -r a ro e¢ J4 + C R M J4 + C A In c� + Y ro 01 o + •a +o m— C q + a ro r M O + a m O M O + a m N M o H Y A < V1 U + H Y A .-< < In u + H Y A n m Q + o OW 7 H o W Q +u w Hry W Q +J w W H Ha m m H + O < H m + + O < y y ro M + O ( O w w N m ro M + O C O w w M m m M + O r+ +o w - R 11 a a +O w ,C a s ry +p v° 4 II QIN � m ro H + H > r Y O H H + H > N u O H H + H O o + •rl M H �- o o o + ..< dl o 0 0 0 + .,>� r Y^ o _ -'� H H In C) + O - A I + O ^ >� U m W W + M b1 H T U m\ E W W + N x O Y X o'P In O 'd + N r O L A x ap In O 'd + N « O Y A dP Ift O 'b w + n It w O a < o y m + a _ w o w + ui It W O o m w 7 w + a O C W + « Y O L p' \< L m m V] U + z o U W �o�Qlnov Y U + o w W Yo mQlnoM U + o w W Yo ro41no Ca O U u + C V' II + O II + p w d� + I:: H O m 0 0 H U 'd w M w V' + C H O m 0 o H U 'O w C' w IO + (. H o N O m + o El L - O H o v N •.i H m + o E L O H o U M -.� In m + o F Y • O H O u H to •.+ o U w +•.I Q w m H ro R C II U- w + -.� Q w m m.0 C 11 U w + - N Q w mO m C H 11 U •r1 O H + L -H N 1T U Y m r •.I H H + •rl H W m + ro + ro a w + Y Q ro M C E m o H w + Y Q ro M C E m o H w E + m Q > 3 M w o E •. m i o c ~ w w E + cn >> > 3 w o o w E + n> > 3 w o + o— w o to + W o a u -A 3 'O In o m +� W o a u •.. 3 'O In o ro +�� o It U •.a 3 ro In G o U w + L - .ti a C L 0« ID >� U w + L - r+ It C Y O« IO >� U w + Y - H 11 C Y O tT O >, U H + C FC u w C w ro • u H + q M u w C w ro . ^ a) H + C Q u w C w m- - u Y W II L + -H k5 - O C H H w U O •.i W 11 Y + -.i W - O f. H H W U O -.1 W II L + -.i W - O C W m + O a' O w Y 1 m W N + O a m -r1 O w Y 1 I m W m + o C. m • O w Y I I W m W G W H + a Q W H m L W N C N C w H + a Q w H m u W N C~ y C w ,� + a Q b w Y - a C b H H O C O w ID t4 O m + E a •.+ ro> a ••+ U m H H L o m + E a -H m a -.+ U a H .-+ Y o m + E a m > m- u a H H w L y o H C -H + o Q w .A w> 'O C H - C H C -H + o Q w .0 w> '0 C C H C -�< + O Q w R w> 'o C H -- �- E C H O Y + H H -H :j , -< w o H x« -H L + H H -.-I H 4) O H «« •N Y + H H -M w O H+ +_ -H :j w H •.+ + w E+ u to w r+ C U w m m w H -.+ + w E U m a) •-I C U w m m w H -.� + w F U m w H C U w m m Y w H > C + H w w O > H > C + H w w O > H - H > C + H w w o > + - H > + m z a -.+ W o H . H -A m -H + m z a Y O H Y .1 W O H '+ r - rl m •rl + m 2 a H Y - W O � . b, H - rl m L w + m H m m m Y Y O m I w m H O m m L m L w + m H N m m Y Y O C m Y w U H H + w -rl w m m w y W U H N + a) •rl w m m m u W U H H + w - w m m m y -rl W V H w m m + U r H Y w > w m II I C w m It + u« I+ Y w w m It II C w to m + U« H Y j w> w to 11 II L C w m w A Y + o x a) •.. b, 3 w E a) -rt w .o Y + O+ w -H b, 3 w E w -A w A Y + o« w •., a 3 w E a) Y -rI w A w 0 + H+ m C- Ora •N H u u m w 7 o + H+ m C -H O H -rl H U U row 7 0 + H« m C -.1 O H U U w ro W 7 W V)E +a« OHyaW E+ mEEa W En +a+ UH Xa G)E mE+E+a W V)E +a« SHZa WE+mEF V)I'd FA In o¢ O ^� y X O b � O � O � h s; O 3 a N 0 N 11 . o w ro ro L N 1 '-I ro ro w u o ro U ro N w 0 N O a� ..i N L _. ro N J! ro o u � � U .N W ro F W + + + UO y c +o +o +o �R•r +o +o +o O +o +o +o + + - + o + o o +0 o +0 u, + <II In + v In + a k1 O + + o + o + o + , + } + E II + a E II + a E u + m lr u + C m 11 U + G 1 11 U + C yl y. O y • O + O O + O O + O p ,` 1+, L N + -.i Ip L N + •N lD L N + •N N H + tJ N -.I + L N -'I + + to + ro 11 ro Q + V) w •'I II ro Q + Vl w -r1 II ro Q + V) w ^I N w H + 11 E ^ w H + 1 E ^ N H + N to rl + G A + G A v rl >' X + It I r, d - + ao N" G ~�v ° . 01 ^. + m.- G�V� rolo <n o +a ro�rn o + 11 Y A < V, u + H L 1n N ro Q + o o W 11 tie to Q + o O W A .-I ro Q + o O W A H ow a ... m 7 N ro In + o G o w w r to 0 o + o Go 11 PIN ro ro +o N° v a) is, to 11 11 + w • A II o + o w - - A n a E O O O + - -'I O ' -- O O o + -.>+ aro u^ .- -• o o O + . o u O N W W + t+l OI N ^ >� U N W W + VI o1 N .� >� U N W W + Ip b N ll, + O ul oTS +vk o u ' A Kda inrb +a♦ o u v, r, T} +�« o u 'A 1 ^ o m w .� + + u, a -� W w b -- - In w -- + vl II ^ W '0 -• m w .� + In 11 W b '* I" < L m N ul Io -- a < V N ul + 10 ^ w a < ry awi a < r•, N vl + k In o Gv U + o w W uo ro Qlnov U + o w W uo roa lnoc a U + O w W ago rta vlov O L + to -ti Gm 11 + O w �owlo y m Gln it + o w how, -� � r �ry II + O o u yr + GH o r000� -I ut7 vo wm + G H o r000. -� uT3 wm woo + GH o rtoo• -� u¢7 ao + O F ll O H o U N -.� N ro + O F V O IH o u N •N t l ro + O E 11 II U w + •.I Q w N r ro A G — II U w + •'1 Q w N O 10 .0 G II U w + -r1 Q w N H L -N O li + L -.i .-I .-1 V L ro k -.i O 11 + L -rl N O, U 1J I« -.i O N + v •N N O U 1J ro« II C ^ W ro + ro a r+ 'o M O II w L -� ^ W ro + ro I - 7 I� •C , O II + ro r7 ri 'o M e II w L ^ +uQ ro Nl G E Novw +uQ ro r, G E No Hw +uQ ro r, G E mo1-1 O U w E + m> > 3 w o •.+ o v E + m > 3 v o -I+ o -- v E + vl > > 3 w o ul G O to + W O u U - .i 3 10 v, o to + o 11 u -.+ 3 '0 ul o ro + W o u O >I U w + V - .1 II G L O ♦ IO >, U w + JJ - N II G O « 10 >I U w + 1J IH I t • V u H + G Q U w G w ro I-I u H + 0 �d U w G w N .ti al $4 + G U w C N its ,-I t O r1 w II L + -rl W - O C H H w U 0 •'1 w II L + •.i W - O C H N W U O II al + -.a - O C H N w U O -.1 I W N W N + o Px ro -rl O w L I I N W N + O 0.'I ro -'1 o w 1J I N W N + o DZ ITS •M O w JJ I 1 N -1 O C O w + a Q ) w L •N W C b •--I fi C O W + a Q 'o w L -M W C 'o H .--I G O W + a Q 'o w G W H + w 1 ro l w w G - w G W H + w 4 to 1 W w G w G W + w 11 ro L W w G w N w 1J O ro + E I - 7 -rl ro > its - U ro ti N JJ C o ro + E .] •N 16 > ro -N U ro •-1 H L� O ro + E i -N ro > ro -•i U ro N H t G N G -.+ + O Q w A w> 10 G "�� G H r .. + O Q w A w > 1 0 G H -- -- C 11 G . + O Q w A v> 10 G r+ -- -'1 •'I : L + 11 H -.i H w O la f f -.1 L + 11 H -rl .+ w O 1.4 O 11 k • •. m u w 11 -.+ + w F u N w r-1 G U w m m w t, -.+ + w F U N w .+ G U w m m w 11 -rl + w E u N w .-+ G U w m m r+ > G + H v w o > IH > G + H v w o > -• .i > G + H v w o .H_•I 231 H -N ro -rl + N 2 a .+ 1J -N W O ,� I .+ -rl ro -N + N 2.1 a r1 u -.1 W O N H I-1 -rl ro -r+ + N Z a .+ 1J -N W O N C ro JJ w + N H N (6 N w 1J o ro L w + N H N ro N 11 1J o ro L w + N H N It N L U O �- 16 -.I W V 11 r1 + w - w N ro N W U la N + w - .1 w N ro N y W U H I-+ + w -1 w N ro N y W II Y G w ro ro + U« 11 1J ,C w > w 0 II II G w 16 ro + V« 11 +1 ,G w > w (a 11 II C w ro ,a + U+ N'I ,C w > w ro II II C ,� -,+ w A ,J + o k w -.+ b, 3 w E w - w A ,., + o k w -.+ 01 3 w E w u w lo W h o + N « N G -N O I-1 -rl N U U 0 W O + w« N G -rl O H -rl 11 U U ro W o + 11 « N G -r1 O 1 -A 14 u U ro . -. Fula W UE +a« I�JHS -7 W E roEFa W tq E. +af 1 1 7H� ,.a W F roEE+ W hE +a+ UH xC0 W E+ III E_, El P4 �. I 1 I 1 I I I I I + + N + O + O + O + O M I 1 I I + O + O G + y + O I I 1 1 + O O + O + dl + N I 1 I I + Ip + w ro + + > I I« I I + O + O 0 N E I I + ro « } E f + 1 t4 N M I I k I 1 + O O U + O a m N -i + W_ of H H m I I« I I O G + L ro + ro b Q + V N . N V N m l 1 1 I Ill + N E I-I w H + 11 E 11 >. ° i i o N i i + T X + G A In + - >I + O 11 Ip Jw! I I ro i I N + a b Ol \ �~.. ° ° + a N ro to ,•, ro G m ro l I E 1 I H II + 11 V A < Ill U + N L 3 o m Q 1 I N 1 1 o o • 0 + o O W N rl N ro Q + o O W A H ro L H I 1 o I 1 11 W O w + O O N + u w < - ' 1 ul N O a 16 0, A N N O N O + H - ai C M I 1 O I I G II w o L + rl bl Nl >, U N\ W W + E > I I N I C I w W •.i H w + O A I + o >I 11 ro -•1 1 I ll I N I> I 4 ro E + VI k O U K df+ Ifl r 'o + CI + O y A 1 > + Ill II k1 a< N vl + + ; _ a O -. t o i i U i m i t, K u -I+ - iu C + « o v NIQlnorl 7 U + « o w W uo NIQ O W u I 110 I U I u G Gw .,+ + O w Co�dl jvc o �o II + O w Cowo O to 0 0 •-1 U 'o w d� w r + C H O ro >1 O O 1 I u I O I a u ro ro + O F u • O u r+, -.1 m ro + O E o U of U 1 � 1 I ul I bl 1 >, a G >I YI + -.i Q w N .i w ro ,G C II U w + -.1 Q w N Ol ro A C 17i O p l I 1 w l 'd Q U •. L G + L ",J •N ry r U L ro« 'J :3 .'I '-1 Ol U ll ITS Q U H b 11 I 1 >I 1 •N I w •.� ro >I + ro a N a n'1 o II w 1J ^. W 0 + ro a .+ 'o I+, O II w 11 H O O. I I b1 I g 1 u w w« U EA +uQ ro rl G E NoHw +uly ro In G E m G m s o o N o w + vl> > 3 v o o v + m> > 3 w o + W O II u ••-1 3 b Il, O 10 + w o u u -H ul Q >I W x I C I O 1 ro I >1 >1 O r-1 'o of L + JJ .+ 11 G L O« Ip T U w + N .-i 11 G 1t p «� bl L o a •fl O G + G U w C w ro .i u N + .t U w C w its .r > 'o " ro i u i 0 i y '�+ y N N w + -li (� - O C N 11 w U o -.I w II U +- W O v 11 11 w U G o -I, + o ro a ro -.+o w I l mw N + ox •.+o wu 1 o G G I- 1 x I bl I O G •.+ 11 U + a Q 10 w u •r1 w G �7 .ti f-1 G o w + a Q 10 w u -.+ O I b u 1 I C I 11 w 1 0 •0 -.1 + w N ro u w w U O ' y �j I G G I I -•i I b U E W >I w + E r7 -.1 ro > ro -� U ro r1 N L O ro + E r7 •ri ro > ro . 1 U ro H A wU ro 1 O w I 1 u 1 >, Go •.I ,Gw + OQ wA w >10 GIH �-�-G 11 G•.I + OQ wA w >'0 GI-1 -- Q E a+ 1 u> I« 1 rti I .1.' -I'i O w + 1+ H -ti f-1 w O N «« .rl � y + N H -.1 Q o I W i« 1 :5 1 C u •0 o 0 + w F U m w '+ G U w m m w 11 -.1 + w E V m W ti G U N m U r1 0l w 1 I 10 I« I N I• d + O� w 01 U + H w w 0 > - N > G + H w w 0 > a ro w k G I ro 1- N w + N 1 1.1 a N J 1 W O + b •M + N ZI a 1 - W + o O N N ro I« 1 p I C ro 1l N 7 •.i W + N H N 16 N u ♦J O ro U 74 w + + N H N ro N L L 0 > O Q 1 O O '0 ro O , 1 I U I Q + o + w -M w N ro N u W U r-1 w -.i w N ro N it « C> > a o U« 11 C w w> Its 11 11 G w ro q; + u f w 1 u G w > w ro 6 U v G i a > o 1 I« I W I u its u . G G + o 0 f w -'1 bl 3 w E w - w A o « w roro 10 « PQ ro Gro7 +Nk N O+ - i1 UU rowoO + 14 « NC-+O N1U u:m I av, 1 I cr 1 C ul Wq,O (J) P4 +a « SHY -a wE. roFE Qa W W E+ +a« 5Hx E NS O + + + C -•- + o + o + o V' + o +0 + o p h +o +o +o + - + + n + N + + r O p O 4 +o o + o +o �J + N N + N N + N + <O + 01 + w O + O + O + �\ + 1p E II + to 11 + II bp + C v H U + C <o H U + G .4 N U O + O o + O O + o + - ,O Y N + •.i H L N + •.1 N L N ` + Y W •fl + Y N -.1 + L +ro +ro +ro + Y m G L1 + Y III C 11 + Y m _ + Z 6 11 w r + v) Zvi - .1 11 ro � +v1 v -. it N i m -->.0 � ro E - ?,U +a) N E .^ v + + H Q + G A 10 1n 94 + C A m rn x + + -.1 7 e '-. O If + •r-I 7 1D r. O II + - .1 7 C .-1 .1 o p + o + o n G , d + o n + a ro r o + a + a V + 11 L A < N V + N L A C N U + 11 Y ;ro N < u Q + O o W H H N m Q + O O w 11 H o 6) m Q + o o W H N + d W + L W 7 N d d + Y W O + O < N N + O < - Y H H + O < - L o +o Co v vIn m m . +o Co v yr 7 ro ro m +o Go v yr 71616 <} + o v F II D •-1 + + .-1 > N Y O o o 14 N - + H > O L O -.1 11 11 + + H > O - •M q1 o O + -N C H + N b) H >, U In � w w + ,P OI H - >, U u) Eww p + r 0) ---- >I U rra E w w + o A I + o + N « O Y X dP N O� 'tl + N « O Y A h,' dP N N O •f1 + + o w + N u w ro o m in + « <o - .. -- v p, < N m u) + + m - •- v W + k Y O L ty ---- O 7 W + « Y O L (] O 7 r-4 + « Y^ O L a\< L m N N U + 7-, O U W w 0 Q N + z O u W w N Q N O o O Y U + z O U w w 0 Q N O O d u U 1P n + O w Co� 7 N CH 11 + O w Go--o 7 o -a Ce II + O w Go' - � - I 7 < .4 •.a O + C H O m 0 0 U •O 6) d' v r-1 + G H O m d d� L N m + C H O ro 0 0 H U b m V L ry Ol O m + o F Y O H O U H -M m m + O F L - N r-I O U H m •N m m + O F O v + -a Q v m o m x C 11 U • v + •1 Q v m r m C C s 11 U v +• Q v o o m C C 1 11 u H 1r + Y 7 -•4 H N U Y m x -N 0 H + Y .'� 7 -.1 e-1 1D U Y ro x L •N O M + Y 5 7 -H H m U L (is ro + t6 f1 + a II v Y- W ro + m] H Or o II 6 Y G�W m + ma H•O In m II m L C w -- +YQ ro r1 C E rnoHw + YQ ro m C E mo vHw +YQ m N C E U) vHw E + cn > > 3 v o •.+O v E + w p > 3 v o -H In o -- v E + w> > 3 v o -.1 0-- v m + W o li u- 3 O N o ro + W o 1t u -+ 3 tl N C o It + W O it u• 3 O o C o ID + Y - rl 11 C Y o« U (I) + Y - r-1 II ('. Y O x m 0 >� U v + 11 + C v m .4 -, Y 11 + C .t u w G v ro .+ -, - u Y f4 + C r� u w C v la 16 w II L + •.1 O G N N W U O -•-I w II L + -N C+1 - O G ll 14 W U O -.i W 11 Y + -.i W - o G N U O •M W II N + O ai m -fl O N Y I I N W y + O C4 m -•i O N Y I I W N W N + o a' m •N O N Y 1 I W N W w +a Q b vY -a w C•sy '-1 '-I C o w + P, Q 1 O v Y -.I C'p H.4 o C Ow + a Q •O v Y -.+w G•p ,-1 H o C ow w '-I + v H m Y w v C v C w ,-1 + v 11 m Y w v C v C w .1 + 1) 11 m Y w v C v G w o m + E a -.+ ro> Id -.+ u m H .+ Y 7 o Its E a -.4 I> III •.< u 'o .-+ .+ v Y 7 o 'a + E a -.+ It m •.+ u m C ••+ + o Q w R v> •0 C + o Q w A v> 'o C I �- �- E C 11 C -H + o Q w A v> •o g 7 Y + li H -.+ 7 rl m o 11 + 2 H -A 7 -+ W o 14 « .rl -rl 7 Y + 11 H -rl 7 H v 0 11 11 - + w F u rn v .1 C U v m m v 11 -N + w F u W v - C U Q) Y v 11 -.+ + w F u m v .ti G U m m m L v 14 C + H m 6) o > - . > C + H d 6) o > - .-� > C + H W v 0 m -ti + m z CL 4 Y w O 4 4 -ti m - + n 2 LL Y w O H H tm H- m- + N z (y 4 Y w o H of > 1 ro m + W H N m U) L Y o '-• ro Y N + N H N m N Y L O C ro L m + m H N ro N Y Y O •-• C m Y 6) 11 r1 + v - rt W In m .1 u W U H r + N -rl N 0 m N u -N W u 11 rl + v - N N m to y -rl W U 11 m m + U« 11 Y • C v> v ITS II II C 11 16 m + U« N Y A 6) > v ro II 11 L C m ro m + U« U L C N > N ro II II Y C v m A Y + o A Y + o s v -.+ b. 3 v E v Y - .1 w A Y + o x v -.I b1 3 v E v Y •.1 w A 7 0 + 11 + N G ••4 O .4 -'1 ?+ U U m W 7 o + 11 x N C -• O .+ -.1 N U U 6) m W 7 0 + 14 « M C - f1 o f1 -rl t4 U U 6) m w F +a« aHT..7 W F roFE1 P: W InF +a« SHx,] WE116F F wa W NF +ax ]HT. .] W F NHF P; W tj + o + o + o + o + o + o + o + o + o + o + r + m o + o o + o o + o 0 N + + C N + C N + + + o + o + o + o + + + n + u + 11 + E + , U + C O 11 U + G m 11 U + G m H U + O O + O O + o O N + •N N Y N + -.1 1n Y to + •.1 + Y N -'I + Y + m + m N .1 + + Y m G N -- + + L m v + m E n > + m E a roQ +� 1 a > u + i m �G + C A v rn x + C 7 m o ii + + -.Ci A M m X u •.1 7 0.-.� o n -.< C ^� d - + o m-� °D ^moo 6 C, -- + O + m G - -� H d - + o to _ H . d + a ro N M O + a ro r O- u + 11 L A < N U + 11 Y . < Irf v U + a 11 Y ro Q + O o W /1 4 m n m Q + o O W N 4 r W m Q + O o W A ti r N m 61 + Y W c, 7 " m m N �- + w Y 14 to + O < L 14 m + O 7 < Y 1%1 O + Y W p 7 < O N m N + o C o v v m 7 ro m m + o C o v v H 7 ro ro a + r <n + o v • R 6 p, C o + o v F II a H C H + o N o. v v N ro m O o + ~ -. m Y r1 0 -.a o o + H > '1 Y O _ -I H H - + H �• 11 R, _ > 10 Y O _ }1 N w +� b) >,V N� Eww O +r b)� >,U N Eww p +m b+N -A U I 0 + o A 1 ^-•N +o b +vx o Y DC dvN o•o +max o Y' u) +a« o Y u + k N u wv o w + N u wv oro v + « N 11 wb hdPN� Ym yG, + « a.+"�o Zvi p,�< m m o to In o m 7 2 u�- •.4 -- o Y -- + Gr it + O w Co 7 rn•.1 Cr n + O 0 Co v 7 < .4 •.< Cv If + H O O w Co we 7 1n G dr + C m OO U' vm L v0 + C H O mpp U 61N L NC } GH o C) U yr U) -rl Oi m + O F L - O rl O U m •.i d' ITS + O F Y O .-1 o U H m -•1 v m + o F Y O r1 O U N ••1 + -rl Q N N lD m .0 C N If U 6) + - Q N N 1n ro A. C f4 II U v + •'I Q v v) 01 m F. C II U •.i O ,4 + Y a 7 .r, O m U L m x Y .-1 O 1,1 + Y 7 -fl O O. U Y ro« Y •.1 O N + L ",� 7 -•4 H N U Y Its ..1 w m + 16 ,.a .+•Om u v Y -. C w Id + m,] r1 .O rnm 11 v Y -. G--w m + ro .7 r1 b<n o 11 v Y -, w w + Y Q m N C E m o v H w + Y Q m N G E m o v H w + Y Q ro M C E to o H w v E + n> > o v o 1 o u v E + w> > 3 v o .1 o u v E o d + + n> > 3 v o o v � W 0 11 u -'I 3•dN C o It W O It u -.1 3'ON C o m +�W U N + L - H 11 G Y o x m o >. U N + Y - f-1 II G Y O k w O >. U 6) + Y - .--I II G Y O« N + G U w C v m .+ - - U Y 11 + C Q U w G v m .-1 - U Y 11 + C Q U w G v ro . - Y w II L + - .i - o C 11 11 W U o -N W II Y + •.1 W - o C 11 N w U o -H w II L + -.1 W - O C 11 11 W U O W N + O + O a m -N O N L I I W N W h + O R 16 o N L I I N W o w + a Q b v Y -•4 Gb H o C Ow +P,Q •6 vY -w w Cb .+ O C ow + a b v Y -.1 C •p C o C w ,--1 + v 11 m Y w v C v C w H + v 11 m Y w v C v C w .-1 + v 11 16 Y w v C - v C 7 o ro + E .7 "4 m> m •'I U 16 H .+ 6) L 7 o ro + E 11 -N ro > m •.1 u ro f1 H m Y 7 o to + E .7 -N ro m 11 C -ti + o Q w A v> '6 C C -a + o Q w R v> E C H C -ti + o Q w A v> 7 L + 11 H -.I 7 H 6) o H« k -N -M 7 Y + /1 HM 7 1 N O 11 «« -ei -rl 7 L + N H .A 7 H m O 11 + W F U t6 m .-1 C U 6) m m L > 11 -fi + W F U N N •-1 C U v m m Y N )-I -.+ + W F V N N �-i C U m m m N > C + H N 6) O > .4 > C + H N m O > - - .4 > + H N N O > -N m •'1 + O r4 r1 dl H - .+ m ••1 + N 7., a H L •ei W O O '+ .� ' •'I L N + N H N m + N Y Y o '--' G m L W a, M N m N L L `� G m Y d + N H N m N Y Y O ro L + 61 -N m m ro u) ._. -r W V 11 r1 + m 0 -M m N m N u -'I W U /1 1 + v -r1 (D N 0 to u w U U) m m + U« 1, Y y' v> N m II II Y C 6) m m + U« 11 L ,C 01 > 6) m II II Y C o m m + U k 11 Y ,C N> N m 11 II C W W A Y + O« N -.+ 01 3 v E 6) Y - w A Y + O« W -A 1T 3 v E m Y -H W A L + o k m -N b 3 v E v -.i W W 7 0 + N k to G -rl O . " 11 U U N m w 7 o + 11 x to C •.I O r -ti 11 U U v row 7 0 + 11 « to C -H 0 .4 •.1 t4 U U m w W u) E +ak ]H x,]w1- 0E+F u W W F +ax ai- 0wF E E W lnF +a« VHX -I W E+roFFa W Q) o c�oa, qu o b � � � C O Q 0 . ro o w ro v L N 1 r-I ro ro w Y H O E Y ro N w c ti+ o L •.1 N Y ro H L ro � -rl •rl O G U . W rl O ro L '0 O G _ E W + o + o + o + o + o + o + o + o + o + m + m + o + o o + o o + H o + N V1 + Ifl 10 + l0 10 + + } + i + It + E + H + G m N U + G m U + G U + O O + O 0 + O p + •� N Y N + + -.i N Y N + Y ro G N + Y ITS G i, + ++ i ro y , .., + N N E 11 w H + 11 E ^ U) H + YI E ^ w H + Y 10 -� + G A v r1 k + G A H In 94 + + - y m ^� 0 11 + -.1 y m.-.� o It + -.Ga t + + o + 0 o N G a N— G H a o + a ro ry r o + a ro r o + a ro N o U + it Y A < In u + i+ Y A < In u + N Y A c In Q 114 + L W 7 ~ Q + Y W w ~ Q + L w w H m N ro m + YI tp + In +o co w w ro 10 )n +o co w wui ro ro r) +o Go w w� y ro ro H + o w A n R G + H > O L O -rl S! YI - } .+ > N Y O •r♦ 11 11 + o + • - a -- >. U N E o + o •pt a , .� bl .. >.0 N� E ww w w o + b m l .�i Eww +m +o A I �In +o +Inx o Y Xda In o 0 +vi« o Y ln + xw v'�ir o Y A >C dv ui�oT1 + n u w o o m w + « n n wro o m w + + m w p, < Y m N V] + p, < R< Y m N m + « o ww uoro4v)o Gv O u + « o ww a�oroQ ca �u + o + o I 11 + O w Go N 7 < o -.+ Grp u + O w o weo a < q.r u + O w Go wry ;:1 ' + cH o r000 u 0 wvY wln + cH O ro0o uro wv u wN + GH o .0 0 u 0 wvY wv ro + O F L • O H O U R ro r ro + O E O Y • O H U ro o ro + O F Y• O H O U ro 1 0 + -.+Q w Nm 10 G�->v u u w +•N Q w Nr rox G--->+ u u w + -.+Q w Nr roA G 1a +Y„7 0 -.I uY roa I -.co sa +Y� 0•.<mm L) ror Y •.iry I+ +Y'a 7 -.+oa uY ror ro +roa H y N O n w Y G_ w ro +roa r O N m n w Y_ G w ro +roa H O M O n w 0 + Y Q ro N G E N O w H W + L Q ro N G N O E N O w H W + Y Q ro M E + vi > > 3 w o -.+ o p -- w E + cn > > 3 w o -� o u- w E + m> > 3 w o ro +� W o II u 3 d n G o ro +� W O II u .1 3bin G o ro +� W o 11 u•+ w + Y .. u c Y o x m o> u w + Y u c Y o m o> u w + Y H n c Y o o> ° u H + c rt U w G w ro .-I -. - u Y N + G Q U w G w ro. - u Y N + Y + -rl [.1 - O c l4 N W U O •.-I w It L + --1 W - O G N 34 W U O •.i W II Y + -. W U W O G 0) 10 W U O U N + O 04 ro - O w Y W N W N i 0 {y' ro - .i O w Y I I W N N + 0 w ro -N O w Y I I W N W + P. Q 'O w Y•'Iw GR} O G O w + P. Q b w Y -.+w Gip, -+,.< O G O. + M Q 'o w Y -mow G b O G Ow H + w 7+ ro Y w w G w G w H + w 7.1 ro u es w G w w .-+ + w N ro Y w w G - w G w ro + E a •.+ ro > ro •.� U N H '+ w Y y 0 10 + E a -.I ro> ro •.+ U ro H �-+ w Y 0 0 + E a -.+ ro> ro -.i U (0 H H w L 0 0 •.I + O Q w A w> TS C . - • _- E G FI G -.I + O Q w A w> RY G H -- -- E G I•I G -1 + O Q '�+ A w> 'u G H ` Y + 11 H -.l 7 H w O H x a - - .-I � Y + N H •.I :J H w 7 Y + YI H -M y H w O IC r+ .� . N G - .� + w E• u N w H G U w m m Y w s. -.I + w E u N w � G u w m m Y w 0 t.I - .I + w E u N w H G U w m m u w ;:s G + H w w O > H> G + w w O >- H G + H w w O > H> -ti + N 2 R H Y -.+ w o H H bl .+ -.� O H .-+ OI .+ . ro •'I + N Z R-+ Y ..< w O ro + N H N 0 N Y Y O G m Y w + N H N 10 Y Y G ro L w } N H N III N O Y L G ro Y w H + w -.i w N ro N y -N W U H H + w - w N ro N u + w •.I w N ro N u •.I W U N ,--- ro + U a >+ Y �." w> w 10 11 II Y G w ro ro + U« N L ,G w 0) ro II II Y G w 10 ro + U x N ro II II Y G w w Y + oa w -.+ b13 w E w Y -tiwAY + o« w -.+ 013 w E w Y -tiwAY + ox w -.+ bt3 w E w Y -.,wA 0 +s, NG ..O.- ,- .,NUUw0 00 +Nx NG- .<01- .+>'.uuwM -gyp +t, NG- �o�- .+NUUwrowy E +w« SHsawE 16FFUI P: W tnE +ax UHSaW E 0EF En w'w ri) +a« DH cc.4 wE roE Eal w'wm FINAL COMPACTION REPORT OF GRADING EVERGREEN DRIVE PROJECT ENCINITAS, SAN DIEGO COUNTY, CALIFORNIA FOR SAWTOOTH DEVELOPMENT GROUP P.O. BOX 9121 RANCHO SANTA FE, CALIFORNIA 92067 W.O. 4363-B/E-SC AUGUST 13, 2004 S 9 Geotechnical • Geologic • Environmental 5741 Palmer Way • Carlsbad, California 92008 • (760) 438 -3155 • FAX (760) 931 -0915 August 13, 2004 W.O. 4363- B /E -SC Sawtooth Development Group P.O. Box 9121 Rancho Santa Fe, California 92067 Attention: Mr. Clay Sammis Subject: Final Compaction Report ofGradingand Parking Lot /Roadway Base Testing, Evergreen Drive Project, Encinitas, San Diego County, California References: 1. "Preliminary Geotechnical Evaluation, Evergreen Project, Encinitas, San Diego County, California," W.O. 4040 -A -SC, dated September 10, 2003, by GeoSoils, Inc. 2. "Uniform Building Code," Volume 2, 1997, by International Conference of Building Officials. 3. "Grading Plan, Encinitas Evergreen Healthcare Hospital," Sheet 4 of 10, dated December 23, 2003, by RBF Consulting. Dear Mr. Sammis: This report presents a summary of the geotechnical testing and observation services provided by GeoSoils, Inc. (GSI) during the rough grading phase of development at the subject site, as well as subgrade testing and aggregate base testing. Earthwork commenced on May 24, 2004, and was generally completed on July 19, 2004. Survey of line and grade and the location of the building footprint was performed by others, and not performed by GSI. The purpose of grading was to prepare the area for a parking lot, access roads, and a landscape area for existing structures. Based on the observations and testing performed by GSI, it is our opinion that the area appears suitable for its intended use. ENGINEERING GEOLOGY The geologic conditions exposed during the process of grading were regularly observed by a representative from our firm. The geologic conditions encountered generally consisted of existing artificial fill, topsoil /colluvium, and Quaternary-age terrace deposits. AGGREGATE BASE TESTING The exposed aggregate base was tested. Our tests indicate that the base materials meet or exceed the minimum requirement of 95 percent relative compaction of the laboratory standard (ASTM D -1557) for the parking lot and driveways. LABORATORY TESTING The laboratory maximum dry density and optimum moisture content for the major soil types within this construction phase were determined according to test method ASTM D -1557. The following table presents the results: MAXIMUM DENSITY I MOISTURE CONTENT SOIL TYPE PCF PERCEN A - Silty Sand, Reddish Brown 122.0 9.0 B - Silty Sand, Reddish Brown 123.0 10.5 C -Aggregate Base 125.0 10.5 CONCLUSIONS AND RECOMMENDATIONS Based on the observation and testing services performed during grading, it is the opinion of GSI that the area for the access roads, parking lot, and landscape area appear suitable for its intended use. GSI was not required by the Client, nor their representative (s), to provide foundation or wall design and construction recommendations. Foundation and wall design and construction recommendations could be provided upon request. Site specific foundation and /or wall design and construction recommendations should be prepared by GSI in order to accommodate site geotechnical conditions. Such recommendations would include (but not necessarily be limited to) footing depths, slab and foundation reinforcement, minimum slab thickness, vapor barrier placement, moisture content of slab subgrade soils, settlement parameters, seismic design parameters, etc. DEVELOPMENT CRITERIA Slope Deformation Compacted fill slopes designed using customary factors of safety for gross or surficial stability and constructed in general accordance with the design specifications should be expected to undergo some differential vertical heave or settlement in combination with differential lateral movement in the out -of -slope direction, after grading. This Sawtooth Development W.O. 4363- B /E -SC Evergreen Drive Project, Encinitas August 13, 2004 Fi1e:e:\wp9 \4300 \4353be.fcr Page 3 GeoSoils, Inc. post- construction movement occurs in two forms: slope creep, and lateral fill extension (LFE). Slope creep is caused by alternate wetting and drying of the fill soils which results in slow downslope movement. This type of movement is expected to occur throughout the life of the slope, and is anticipated to potentially affect improvements or structures (i.e., separations and /or cracking), placed near the top -of- slope, up to a maximum distance of approximately 15 feet from the top -of- slope, depending on the slope height. This movement generally results in rotation and differential settlement of improvements located within the creep zone. LFE occurs due to deep wetting from irrigation and rainfall on slopes comprised of expansive materials. Although some movement should be expected, long -term movement from this source may be minimized, but not eliminated, by placing the fill throughout the slope region, wet of the fill's optimum moisture content. It is generally not practical to attempt to eliminate the effects of either slope creep or LFE. Suitable mitigative measures to reduce the potential of lateral deformation typically include: setback of improvements from the slope faces (per the 1997 UBC and /or California Building Code), positive structural separations (i.e., joints) between improvements, and stiffening and deepening of foundations. Expansion joints in walls should be placed no greater than 20 feet on- center, in accordance with the structural engineer's recommendations. All of these measures are recommended for design of structures and improvements. The ramifications of the above conditions, and recommendations for mitigation, should be provided to each homeowner and /or any homeowners association. Slope Maintenance and Planting Water has been shown to weaken the inherent strength of all earth materials. Slope stability is significantly reduced by overly wet conditions. Positive surface drainage away from slopes should be maintained and only the amount of irrigation necessary to sustain plant life should be provided for planted slopes. Over - watering should be avoided as it can adversely affect site improvements, and cause perched groundwater conditions. Graded slopes constructed utilizing onsite materials would be erosive. Eroded debris may be minimized and surficial slope stability enhanced by establishing and maintaining a suitable vegetation cover soon after construction. Compaction to the face of fill slopes would tend to minimize short-term erosion until vegetation is established. Plants selected for landscaping should be light weight, deep rooted types that require little water and are capable of surviving the prevailing climate. Jute -type matting or other fibrous covers may aid in allowing the establishment of a sparse plant cover. Utilizing plants other than those recommended above will increase the potential for perched water, staining, mold, etc., to develop. A rodent control program to prevent burrowing should be implemented. Irrigation of natural (ungraded) slope areas is generally not recommended. These recommendations regarding plant type, irrigation practices, and rodent control should be provided to each homeowner. Over - steepening of slopes should be avoided during building construction activities and landscaping. Sawtooth Development W.O. 4363- B /E -SC Evergreen Drive Project, Encinitas August 13, 2004 Fi1e:e:\wp9 \4300 \4353be.fcr Page 4 GeoSoiils, Inc. Drainage Adequate lot surface drainage is a very important factor in reducing the likelihood of adverse performance of foundations, hardscape, and slopes. Surface drainage should be sufficient to prevent ponding of water anywhere on a lot, and especially near structures and tops of slopes. Lot surface drainage should be carefully taken into consideration during fine grading, landscaping, and building construction. Therefore, care should be taken that future landscaping or construction activities do not create adverse drainage conditions. Positive site drainage within lots and common areas should be provided and maintained at all times. Drainage should not flow uncontrolled down any descending slope. Water should be directed away from foundations and not allowed to pond and /or seep into the ground. In general, the area within 5 feet around a structure should slope away from the structure. We recommend that unpaved lawn and landscape areas have a minimum gradient of 1 percent sloping away from structures, and whenever possible, should be above adjacent paved areas. Consideration should be given to avoiding construction of planters adjacent to structures (buildings, pools, spas, etc.). Pad drainage should be directed toward the street or other approved area(s). Although not a geotechnical requirement, roof gutters, down spouts, or other appropriate means may be utilized to control roof drainage. Down spouts, or drainage devices should outlet a minimum of 5 feet from structures or into a subsurface drainage system. Areas of seepage may develop due to irrigation or heavy rainfall, and should be anticipated. Minimizing irrigation will lessen this potential. If areas of seepage develop, recommendations for minimizing this effect could be provided upon request. Erosion Control Cut and fill slopes will be subject to surficial erosion during and after grading. Onsite earth materials have a moderate to high erosion potential. Consideration should be given to providing hay bales and silt fences for the temporary control of surface water, from a geotechnical viewpoint. Landscape Maintenance Only the amount of irrigation necessary to sustain plant life should be provided. Over - watering the landscape areas will adversely affect proposed site improvements. We would recommend that any proposed open -bottom planters adjacent to proposed structures be eliminated for a minimum distance of 10 feet. As an alternative, closed- bottom type planters could be utilized. An outlet placed in the bottom of the planter, could be installed to direct drainage away from structures or any exterior concrete flatwork. If planters are constructed adjacent to structures, the sides and bottom of the planter should be provided with a moisture barrier to prevent penetration of irrigation water into the subgrade. Provisions should be made to drain the excess irrigation water from the planters without saturating the subgrade below or adjacent to the planters. Graded slope areas should be planted with drought resistant vegetation. Consideration should be given Sawtooth Development W.O. 4363- B /E -SC Evergreen Drive Project, Encinitas August 13, 2004 Fi1e:e: \wp9 \4300 \4353be.fcr Page 5 GeoSoiils, Inc. to the type of vegetation chosen and their potential effect upon surface improvements (i.e., some trees will have an effect on concrete flatwork with their extensive root systems). From a geotechnical standpoint leaching is not recommended for establishing landscaping. If the surface soils are processed for the purpose of adding amendments, they should be recompacted to 90 percent minimum relative compaction. Gutters and Downspouts As previously discussed in the drainage section, the installation of gutters and downspouts should be considered to collect roof water that may otherwise infiltrate the soils adjacent to the structures. If utilized, the downspouts should be drained into PVC collector pipes or non - erosive devices that will carry the water away from the house. Downspouts and gutters are not a requirement; however, from a geotechnical viewpoint, provided that positive drainage is incorporated into project design (as discussed previously). Subsurface and Surface Water Subsurface and surface water are not anticipated to affect site development, provided that the recommendations contained in this report are incorporated into final design and construction and that prudent surface and subsurface drainage practices are incorporated into the construction plans. Perched groundwater conditions along zones of contrasting permeabilities may not be precluded from occurring in the future due to site irrigation, poor drainage conditions, or damaged utilities, and should be anticipated. Should perched groundwater conditions develop, this office could assess the affected area(s) and provide the appropriate recommendations to mitigate the observed groundwater conditions. Groundwater conditions may change with the introduction of irrigation, rainfall, or other factors. Site Improvements Recommendations for exterior concrete flatwork design and construction can be provided upon request. If in the future, any additional improvements are planned for the site, recommendations concerning the geological or geotechnical aspects of design and construction of said improvements could be provided upon request. This office should be notified in advance of any fill placement, grading of the site, or trench backfilling after rough grading has been completed. This includes any grading, utilitytrench, and retaining wall backfills. Tile Flooring Tile flooring can crack, reflecting cracks in the concrete slab below the tile, although small cracks in a conventional slab may not be significant. Therefore, the designer should consider additional steel reinforcement for concrete slabs -on -grade where tile will be placed. The tile installer should consider installation methods that reduce possible Sawtooth Development W.O. 4363- B /E -SC Evergreen Drive Project, Encinitas August 13, 2004 File:e:\wp9 \4300 \4353be.fcr Page 6 GeoSoils, Inc. cracking of the tile such as slipsheets. Slipsheets or a vinyl crack isolation membrane (approved by the Tile Council of America /Ceramic Tile Institute) are recommended between tile and concrete slabs on grade. Additional Grading This office should be notified in advance of any fill placement, supplemental regrading of the site, or trench backfilling after rough grading has been completed. This includes completion of grading in the street and parking areas and utility trench and retaining wall backfills. Footing Trench Excavation All footing excavations should be observed by a representative of this firm subsequent to trenching and prior to concrete form and reinforcement placement. The purpose of the observations is to verify that the excavations are made into the recommended bearing material and to the minimum widths and depths recommended for construction. If loose or compressible materials are exposed within the footing excavation, a deeper footing or removal and recompaction of the subgrade materials would be recommended atthattime. Footing trench spoil and any excess soils generated from utility trench excavations should be compacted to a minimum relative compaction of 90 percent, if not removed from the site. Trenching Considering the nature of the onsite soils, it should be anticipated that caving or sloughing could be a factor in subsurface excavations and trenching. Shoring or excavating the trench walls at the angle of repose (typically 25 to 45 degrees) may be necessary and should be anticipated. All excavations should be observed by one of our representatives and minimally conform to CAL -OSHA and local safety codes. Utility Trench Backfill 1. All interior utility trench backfill should be brought to at least 2 percent above optimum moisture content and then compacted to obtain a minimum relative compaction of 90 percent of the laboratory standard. As an alternative for shallow (12 -inch to 18 -inch) under -slab trenches, sand having a sand equivalent value of 30 or greater may be utilized and jetted or flooded into place. Observation, probing and testing should be provided to verify the desired results. 2. Exterior trenches adjacent to, and within areas extending below a 1:1 plane projected from the outside bottom edge of the footing, and all trenches beneath hardscape features and in slopes, should be compacted to at least 90 percent of the laboratory standard. Sand backfill, unless excavated from the trench, should Sawtooth Development W.O. 4363- B /E -SC Evergreen Drive Project, Encinitas August 13, 2004 File: eAwp914300\4353be.fcr Page 7 GeoSoils, Inc. not be used in these backfill areas. Compaction testing and observations, along with probing, should be accomplished to verify the desired results. 3. All trench excavations should conform to CAL -OSHA and local safety codes. 4. Utilities crossing grade beams, perimeter beams, or footings should either pass below the footing or grade beam utilizing a hardened collar or foam spacer, or pass through the footing or grade beam in accordance with the recommendations of the structural engineer. SUMMARY OF RECOMMENDATIONS REGARDING GEOTECHNICAL OBSERVATION AND TESTING We recommend that observation and /or testing be performed by GSI at each of the following construction stages: • During grading /recertification. • During significant excavation (i.e., higher than 4 feet). • During placement of subdrains, toe drains, or other subdrainage devices, prior to placing fill and /or backfill. • After excavation of building footings, retaining wall footings, and free standing walls footings, prior to the placement of reinforcing steel or concrete. • Prior to pouring any slabs or flatwork, after presoakin g/presatu ration of building pads and other flatwork subgrade, before the placement of concrete, reinforcing steel, capillary break (i.e., sand, pea - gravel, etc.), or vapor barriers (i.e., visqueen, etc.). • During retaining wall subdrain installation, prior to backfill placement. • During placement of backfill for area drain, interior plumbing, utility line trenches, and retaining wall backfill. • During slope construction /repair. • When any unusual soil conditions are encountered during any construction operations, subsequent to the issuance of this report. • When any developer or homeowner improvements, such as flatwork, spas, pools, walls, etc., are constructed. Sawtooth Development W.O. 4363- B /E -SC Evergreen Drive Project, Encinitas August 13, 2004 File:e:\wp9 \4300 \4353beJcr Page 8 GeoSoils, Inc. • A report of geotechnical observation and testing should be provided at the conclusion of each of the above stages, in order to provide concise and clear documentation of site work, and /or to comply with code requirements. • GSI should review project sales documents to homeowners /homeowners associations for geotechnical aspects, including irrigation practices, the conditions outlined above, etc., prior to any sales. At that stage, GSI will provide homeowners maintenance guidelines which should be incorporated into such documents. OTHER DESIGN PROFESSIONALS /CONSULTANTS The design civil engineer, structural engineer, post- tension designer, architect, landscape architect, wall designer, etc., should review the recommendations provided herein, incorporate those recommendations into all their respective plans, and by explicit reference, make this report part of their project plans. This report presents minimum design criteria for the design of slabs, foundations and other elements possibly applicable to the project. These criteria should not be considered as substitutes for actual designs by the structural engineer /designer. The structural engineer /designer should analyze actual soil- structure interaction and consider, as needed, bearing, expansive soil influence, and strength, stiffness and deflections in the various slab, foundation, and other elements in orderto develop appropriate, design- specific details. As conditions dictate, it is possible that other influences will also have to be considered. The structural engineer /designer should consider all applicable codes and authoritative sources where needed. If analyses by the structural engineer /designer result in less critical details than are provided herein as minimums, the minimums presented herein should be adopted. It is considered likely that some, more restrictive details will be required. If the structural engineer /designer has any questions or requires further assistance, they should not hesitate to call or otherwise transmit their requests to GSI. In order to mitigate potential distress, the foundation and /or improvement's designer should confirm to GSI and the governing agency, in writing, that the proposed foundations and /or improvements can tolerate the amount of differential settlement and /or expansion characteristics and design criteria specified herein. PLAN REVIEW Additional project plans should be reviewed by this office as they become available and prior to construction, so that construction is in accordance with the conclusions and recommendations of this report. Based on our review, supplemental recommendations and /or further geotechnical studies may be warranted. Sawtooth Development W.O. 4363- B /E -SC Evergreen Drive Project, Encinitas August 13, 2004 File:e:\wp9 \4300 \4353beJcr Page 9 GeoSoils, Inc. LIMITATIONS The materials encountered on the project site and utilized for our analysis are believed representative of the area; however, soil and bedrock materials vary in character between excavations and natural outcrops or conditions exposed during mass grading. Site conditions may vary due to seasonal changes or other factors. Inasmuch as our study is based upon our review and engineering analyses and laboratory data, the conclusions and recommendations are professional opinions. These opinions have been derived in accordance with current standards of practice, and no warranty is expressed or implied. Standards of practice are subject to change with time. GSI assumes no responsibility or liability for work or testing performed by others, or their inaction; or work performed when GSI is not requested to be onsite, to evaluate if our recommendations have been properly implemented. Use of this report constitutes an agreement and consent by the user to all the limitations outlined above, notwithstanding any other agreements that may be in place. In addition, this report may be subject to review by the controlling authorities. Thus, this report brings to completion our scope of services for this portion of the project. We appreciate the opportunity to be of service. If you should have any questions, please do not hesitate to call our office. Respectfully submitted -i'1) cz " JCS "' '`1 GeoSoils, Inc. I 1 . , ;? � .:�. 1 93 niOAZ :. T/ Robert G Crisman . ' `-=�'- ' David W. Skelly f Engineering Geologist Civil Engineer, RCE 4 , g' SLE /RGC /DWS /jk /jh Attachments: Table 1 - Field Density Test Results Plate 1 - Field Density Test Location Map Distribution: (4) Addressee Sawtooth Development W.O. 4363- B /E -Sc Evergreen Drive Project, Encinitas August 13, 2004 Fi1e:eAwp9 \4300 \4353be.fcr Page 10 GeoSoils, Inc. Table 1 FIELD DENSITY TEST RESULTS TEST DATE TEST LOCATION ELEV MOISTURE DRY REL TEST SOIL NO. OR CONTENT DENSI COMP METHOD TYPE DEPTH (ft) %) (pcf) ( %) i5/24/04 West:::::: ::......: :::.;:;::.:.::.:;::.:::.;:.;:.. Rear Wall 293.0 9.9 112.6 92.2 ND A 2 5/24/04 East Rear Wall 295.0 10.4 111.1 91.0 ND A 3 5/25/04 Far West Parking 291.0 9.8 113.0 92.6 ND A 4 5/25/04 Middle Parking 297.0 10.4 111.4 91.3 ND A 5 5/25/04 Middle Parking 298.0 10.8 112.1 91.8 ND A 6 5/26/04 North/West Parking 296.0 10.0 113.4 1 92.9 1 ND A 7 5/28/04 Upper N. Parking 309.0 9.4 114.2 1 93.6 ND A 8 5/28/04 Upper N. Parking 1 311.0 10.0 113.1 92.7 ND A TEST UTILITY DATE TESTtOCAT1l9N ELEV MOISTURE DRY :REL. TEST !' .SOIL NO. TYPE OR CONTENT DENSI COMP METHOD TYPE DEPTH. (ft) ( %) (pcf) (��) 1 SG 6/23/04 East Side SG 10.6 119.3 96.9 ND B 2 SG 6/23/04 West Side SG 11.8 118.4 96.2 ND B 3 SG 6/24/04 East Side SG 11.8 117.8 95.7 ND B 4 SG 6/24/04 East Side SG 10.4 119.1 1 96.8 ND B 5 SG 6/24/041 West Side SG 11.6 118.3 96.1 ND B 6 SG 6/24/041 West Side SG 11.4 118.6 96.4 ND B 7 SG 7/2/04 East Side SG 10.8 119.1 97.6 ND B 8 SG 7/2/04 West Side SG 9.7 118.4 97.0 ND B 9 SG 7/16/04 Far North SG 9.7 118.4 97.0 ND B 10 SG 7/16/04 Far South SG 10.0 117.1 95.9 ND B i:'4v:kij;i: ::'r;T::iiii:::::i j:?> j ^:t::: �i :G: ?4i:!•i:f:G:•iY: ^ii }i +i:Li: :•::•i:•: ?: ^:v ?; ?::: :ii:i3: ^:P:: �:•:v:viv:•: {•tii:4:•iij•� Ci:'::j•:.i} .; .......... ............. n...... ;.:.:...................... : ::j:: ? ?: ^ - :: Y•. i\ vj:<:' r' rii:{:;!': i; :::' i' ii::- :Si:: }{,'� Y:::'ii;::•$ii:�iivi: i:: ti ?v::v;:•:;:•yiYyiiii:L:::: w:::;: }.:: •:::::::.: w:: i:. .:. }; }}::::::.�:::. :: $: ?�4 L::' iiiii: ' v:• i:• i:? viii:•i:•iii: ?::•i:•iiY.ti ?:ii >! . 1 B 7/6/04 East Side SG 12.4 119.6 95.6 ND C 2 B 7/6/04 North Side SG 10.6 121.4 97.1 ND C 3 B 7/6/04 West Side SG 11.8 120.3 96.2 ND C 4 1 B 7/6/04 South Side SG 12.2 120.8 96.6 ND C 5 B 7/6/041 East Side SG 9.7 121.6 97.2 ND C 6 B 7/6/04 West Side SG 9.8 120.3 96.2 ND C 7 B 7/19/04 Far North SG 10.8 120.2 96.1 ND C 8 B 7/19/04 Far South I SG 9.7 119.6 95.6 ND C LEGEND: B = Base ND = Nuclear Densometer SG = Subgrade Sawtooth Development W.O. 4363- B /E -SC Evergreen Drive Project, Encinitas August 2004 File: C:\excel \tables \4300 \4363be.fcr Pagel GeoSoils, Inc. - f"I f I ? 0..`i� ., , I JL - 1, n J8a k I/ 1_­________ 11 11 -_ _________ f -;-,- . - — __._,____,__ �­1'1­1_111­1­1111 �� .... 11 I ­ --- �_�__T_7 I . I 2 *�� � 1 8" ) I f " I 01 - r � - � - v I I I 1 11 ?_ g 4 t "I u CD I � "' I'll - � i I � i�i � . i . I r1l", � 0 04 - ; I , - " , I ? I I i � ' , t, 4 ­ I 1 1, J� , 9 O �� I— O " � I I I " I - f - ,,;Z=.. � ��� :� 2 - `C 4_ I I Z � � . , to It - I __..���� �ff _11____ __ - 1 : c , I C_ -, 11 U , �) I �� i 1 15 If a u I ------- ­ 8 :1 2 I ­t I I - 11 I � .,� 1, --i. I I 1 ,� "I'll 0 M11 6 V_ 0 1 i - � I 0 1< - C I � c 5 I . ��,� ,_ � I 11� - I ��r ! c � ,I 2i - -, .� ", I - 7 ��j C I I - _.. I I ,� - � - , - I - � , I I � ,- , _. / I 4 , . - � - - , , I I I -, __­ - � I � � . " I >1 I � -1 , w 1_`� � I - � - ; __ I � I ­_ " 11 I J I - - , 11 ��, I � � I I __­___ X " I " I I � I = . � x < - I I --,---- ,,� L_____________________J i 1� 11 0 L i :Z=L�: -- - - ­ � I , I ;z U. ____ 1­­1 ------ ______.____,__, - ­ ­ __._1_____­_1___ __­. 1. _­_.­.1­­_ -1 ______�' . ­_�­_ " , I I 1 7 W �_ C ---- -- ____ -.- - , ____ ____ -, ______ ____ __., � �_ � I—— I---- ­­ _______­ ­_ "" " I I I �__ ­_ - __ -,- - _____ 7 ---I- __­___ - __ - , ,­� . I 1 4 . z f --I-- -,-.-- , .:Z_ _ -_ ___ -_ -_ ____ - _ __ _ - �, z 01�i a I ____ ", _ - _ -_ ____ _ . - - ___ __ ___._,___ ----,- __ ____ ____ __ � N ";, . . ; ­ I _', �,-r- - I - , -_ - --- ­1_1­1 ___­ ­­_ --- __� - . I , ­_��_�� ­-, � I I , __ , _ _ - 0 1 - -,.-."- 1. ��. I � I I" � I , I - I , '' - 1�_� - . 11 a I w � I I �-_ � § �- __j 1 - . ! I . o � I _j � I I , I �� I 0 0 � � 1_� 1, :1 X < I , I i ­—­ --___,_­_­___ -­­ - __-, _ '' � _'� % � �� I I 11 ­ I I � i -9 0 - , I " ____�, , ,_ I—, _11_1.__,__,___, ,_._________,.­- ­-­�;--._-__­____ ­. ---,-,-,- -.- --.,--,'---, I -----,- ___ � k , I I 'I'll I 2 �-, I �_ f � ­ I _. _ __ ___________. _ ____ - " � " __., ____ � _., .� "I I �� I - - __ __ � i _______­;1­1__._________ � ", I z § I � , �, I % - __ - -1 � . I ,,, 4 � 1, _` I f 11 I I � , - i I . I I J ,I CL � I _�_ _�,, � I I i i f" � � I . I E __________ I - .3 3 A180 N_:3 t I ­ � 2 cr) I -- --,------ ­__--__­-____ I i � I ", - I'll O..4 -,--.----- -----------, . I � ,'­� C) I ---,----:--' _--.,_,______________,___ CIL I I I I � I I , I I 0 x I -,- - __ ,--- ,--- ___ _ ___ ,-,- __ -,-- ,- ____ __ 1 -_ _rz _________________,_________, , �' , I __ _ -1 I I I ,�­ I I 11 ­ 1.1 1� _ - - I_ __ -, � - _____ ________'___ __..__.______ -"-"------,---,-.—,�".,--�----� 4 ,, e I'll *"- -_ I ,-_.__.. _� �", ­ .- - _ _�;,� --- _ - - -, - --- - - , " _� , I . I I I - I z m t I Quar-Mmu"McIcomraw . *vm Q= am I 11 I'mull'itim - I ­ 1 ­ I _: - __ �_­__ i_,.: -­,;"-­.------------- - ---------- � . a - C �, _ 11 1� O . 100 $10 -mm-mI�w---lx="*=wm aft am - `� ii ,i= . ..i OL- � -1 i I �1� _ -, ­111 __ __., , " I I I MONO*=* -M - Am , ­:­�, tl, I . . L i _�,;,_ _�_­�,�:.____ I',' __­ __ -1 w 1 17 1 � I ­ �- 1---� �­_____,, ,,— I I I I '' I � - ­ -1 1, 7 / d --, - - -, I - � , , ---. ______ I �,�-__�- _____�­, ____._j__.: I - ,,��!!! ''I ._.__ 1, Am I � I " .1 -- ;� � __.____ I : - -, I I .- ­_ � .1-1 __ ­111.�,_� �., � I � �_ - , I � I _', -,-4------, i - . 1, I 1, - � _ -- ___ - , I I I I -1 � - � � I I—- _­ �_,_� ", _j _. � � 1 ­ - - - - ----'-:- ­­ ­ - �7- � -- ­�` I .- _�, � I �_, i , I 1 2 . ­� - _7__>___K I , - - --- I - � _1 � �'111', bi � , I � - � , I , . 1. � � --: - -. _.- -, -_ - � _, - _�_.:-�- - _", __ - i �, - i I I - � ��_ ,��_"�,:i_rl � �� - -- ,- - ­_'' _­ I 11 ­`� I 1 -_ _ x I � 11 " � - I I I - __ - __ � ... _ � -_ __., - 11 I - :3 44, I — ___­ I I _ _� �_::- �,-! ­:-�I:,: 11 . ­­ _,_,--_ I ZW I _L___ , ! ,/ -11 - 11 � ­­'�­�,Zt,, �-, — . ­ " I 1_ - - :, �'_ -1 'I, ''I 1� . I � - I , I 11 , - , , 'r, 0) '_ ., I I ­ I - , 77 �_ " < I I "I t I '\ , I - , Z--_---7,­Z-_L�__��:, T . - i I , , I _____ _ I -1 11 , I - I I ; � i I � _', 1, - I I 1, - � I . --- -, I . J - I - ___­ ­ . ___ _. � � " It � I i - � _. -_,,, % , 111-- 1- 11 I I," - , _ a Z " I' �, I \i___- " t 1,� I U I c � ­ I , - ! � , I I I I "_1_,_____ ­.1 � �_ , �� I I t 1�� , 1 i � I I , I f, 1 I , j- I,',, I r- � k Ve � I 1. I i "I'll I I - i - 1, I I m , " , . m I I I I � ! I I I I I 4 �, I , . ! t 0 1 1 11 I 1 � ; � t I , , i -1 - �� I � �_ 4 1 t� I _ , - i k, � - I 0 1 _\ 1 - I - I 1� i I I i� I I I � 3 1 Ej t- I 11 4_______1__1__ ­ ti ­11� , � I I i � k C I "I - I � 11 - " . I _� i i '1v - J,i, I I ! w : I-, " I - $. � I i,: � I __j .� I . I -I-" � ; < n , I 11 . .1 I I 1, I I I I I i � f I/ I . r. � ,." i . � i�: A � I , I I I < I - i -, I W I �_ i - . _�11 I . ! I 1_ I �, - :2 1 -1 � � � . - '­._­, I i . - I I I � 11 - , I I I ; � . ­ I s 11-_ I �: � i .1 11 [ - LLJ __ xb i i � i � I I i " � _­__ 11 i 11 � I m i 1 I I — _'. "I � " I � � / 1, � I I 11 11 __-, i � I I ! t -, ---,-,-.-" 11%. 1, I T'�,�,,` , I V) I I , I 11� I �, . ; \ I ; � I I I � I I . � , I � 1, I �� � Z t I , , r I � , i I i � I !a r� ,.-; I I i � i I I I . q� - , � � � ! � ___ O �; � ; 9999 I'll I < Z � ; -, � z ; I- ; W �1­ ' I : 1- � i / '. � I t . - - ! - - - , I I I , i R /' i ";; !, I � U3 � � . � I I � � - I I ,� 4 ' .1 ; � �W 4 ;4 11 - �i I I � I 1 7 �� ; , I ,I i "I/ � zs ; � I � ! _ 1� i ; , ,X pe), I I 4 % � () �_q t I i I \ " �,- I / - -5 . , "I C .- � Ld . i 1 1�1 i _, � f i i I 11 I � , , I � 0) I ! I � 11 I 0) � - 1­ 1i � I I � I x 11 I i I'll- I , 0 ,; � I I , : i ! If / I 1� I . "' �__ J9 " :: I ., �� 1, z 1 I � U) I i, � �� �0: I , I ___ ,,, � j I I , A I 11 I', U) - 6 0 - O I � � ,­­ x f, � . � 1") T- ; r := a) 0 �_4 I --I,--- � - I �� I I I I / , 1 ,11 c i "I cn 0) 4= 1 ! ' C', I I � , - -, �:, � V! Q:� � I I � _� ' I - , 1 1 1 ., I � I I A � �:' � � 1 0 � I I - I � � I f 1. '�6 I � !;, i � I �� , -. I i "I - CL 0 L,J ; I ".- i I I ., �, � LO ' 'I I I 0 ' I" I � I 11 " �� 1: 11 I'll, � 'O I I I I 0 � x I W c c I i i , W a. a_ A ;1 ; Z z > � , " � � 0 . - � i ! I / � � � � I .9 i I ", I I Ig I 1*1 I . . It 1 a) � 4� � < Lij 5 �, 1 ,� -11 , I i � , (-) W I � I - I 1 � , R, :: W I I I , , . � , a_ f I 01 i I CIO U I � o I -, I I ­ I ! I 91 � 8 I I I I I i I ­ I- _j '­ I ; __ � " 0 0 — I I \ �, I �1_ I 1 0 1 9 3 1 �1� � - " I � " ­-, I i 1, r� � - ­ w , , ______ I _� I � 1. , L U'N, ; � " � ') � . , - ___ , ; 11 , I � Q_ U � I _ I . � 1, I 2 � , Q (3) . _." -1 � I I � f F____ __,____.__,__ I i i.-, I i ;� .. I � LL 1� I I; ' ;i� - i ! ­ 1�� __ I � � 11 - � . " a �" � �1 �= �, V: , t6 I < � - - � �, ; c f� � I I 1 % � ; I I i , , � ,� I = cc E ,, a I 11 I , C_ v , , I I � 4� � , I I I I I ; 4 ! I ! I 11 - - .= , I - V I \ I � ,c I 0 O �— j I . �, I I 11 !­�: I f \ I I , 91 i � 1� I . I I I t I - I r Jf- I I r� 5 , I I . I . � I � � � � I I a- - Z 1-� � - - , � - 1 !­_­__­__ - OW.9 + � � � i;, I � *a . - I .1 ft � - - I 1, 1 1 4-4 1 i� , . Lil % i , ILL- I , '­ W� i � j q, Lj ;c " I I - - LL., , I . I W I - .- M c J�� 1, � '' I - � � �5+_ 1 ! I ., ::; I -1 I - _` - �' - i, '!*--�' - MttL _< � I �, I 0 0 - z I � L IF - .1 I I # ! I ,--�� T --, 0 I I 4 'e a 9 le 11� - 1 � C) ) � I . ;;'111'' .,O I > i � " ; I '. I Ji- � < 0 0 < � r I I QC1 � � I I tD. " � J�, - 0 p--.4 I , I" % "Y' I � � i : Wy .. - I I / I � I'll I I I rf w L, I 1 ; � I -11 � � o " - I I I I I ''I < 0 1 i 1; , c, I 1� 1 1 � ; . .,�, � 1r_. C) - 1, - I C) I I - 1 1 I "t- I - I i : �� Olk " " : I i , f-4 I I 1 1 1 - �� i I I I I I i I � , � I I - i I x z I I I I � i 11 i r - i I I " I , ; � 11 I I � I I � � i. if I", i ft- I f z 1, � ,�� i . � U _ - � I W , - � � . I - I : -1 I ,-- ; 14D 0 (D Li 1 1 - I I f I . f , ­1 i '. � I 4 __ � _� W —1 "', � I I � , � ", vow : 1 1 1 I ! , , , �, cv � ! - � � � � -i C', ! - _� � ! I - !_I­ 11 I i i ; - � fil I I