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HomeMy WebLinkAboutDWG 437-8A; PIP 05-18; OPUS POINT LOTS 23 & 24; 01-07OPUS POINT LOTS 23 WORK TO 8£ DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF All CUTS ANO FILLS, REMEDIAL Cf/AD/NG, ORA/NAG[ filCIL!Tl[S, EROSION CONTROL filC/L/TIES, ANO GRADING NOTES PRECISE GRADING & EROSION & 24 CONTROL PLANS PIANT!NC OF PERMANENT /ANOSCAPINC ANO PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS ANO REPORTS, ALL AS SHOWN OR REOU!REO ON THIS SET OF P/ANS ANO THE CITY ST4NDAROS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS ANO ORDINANCES CITEO ON THESE PLANS. /IN ADD I Tl ON TO THE REOU I REMENTS OF CHAPTER 15. I 6 OF THE CARLSBAD MUNICIPAL CODE. J I. THIS PLAN SUP[RSEOES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WA I VE ANY PORTION OF THE CARLSBAD MUNICIPAL COOE, RESOLUTION OF CONO/TIONAL APPROVAL, CITY STANDARDS OR OTHER ADOITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. Ci TY APPROVAL OF PLANS OOES NOT REL !EVE THE DEVELOPER OR ENG/NEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS DISCOVERED OUR/NG CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTEO TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER Will BE REOUIREO FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERM/ T ISSUANCE, A CERTIFICATE OF INSURANCE MUST 8£ FILEO NAMING THE Cl TY OF CARLSBAD AS AN AOD/TIONAL INSURED ON THE PERM!TTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" ANO A SIZE CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. UNLESS EXEMPTED BY SECTION 30/. /b/5 OF Tl/£ UNIFORM BU!LO!NG COO£, RETAINING WALLS OUTS/OE OF PUBLIC RIGHT OF WAY REOUIRE SEPARATE PERM! TS FROM TIIE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COM>IENCEO UNTIL ALL PERM! TS HAVE BEEN OBTA INEO FROM THE Cl TY ANO OTHER APPROPRIAIE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE Cl TY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT Tl/£ WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO THE Tl TLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE Cl TY UPON BEING SIGNED BY THE Cl TY ENGINEER. JO. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDI T/ONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. II. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL 8£ MAINTAINED TO THE PROJECT SITE AT ALL TIMES OUR/NG CONSTRUCT/ON. /2. Wt/ERE TRENCHES ARE WI THIN Cl TY EASEMENTS, A SOILS REPORT COMPRISED OF.-/Al SUMWiRY SHEET, (BJ LABORATORY WORK SHEETS ANO /CJ COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPL /ED SOILS MECHANICS. TH[ SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WI TH IN TWO WORK I NG DAYS OF THE COMPLETION OF FI ELD TES TS. /3. A SOILS COMPACTION REPORT ANO COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMl/ENOATIONS OUTLINED IN THE SOILS REPORT IS REOUIREO PRIOR TO THE ISSUANCE OF A BU/LO/NG PERMIT. ALL CONTROLLED GRADING SHALL 8£ DONE UNDER Tl/[ OIRECTION OF A PROFESSIONAL ENGINEER OF Tl/£ STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. All FILL OR FUTURE FILL AREAS SHALL 8[ CONSTRUCTED IN ACCORDANCE WITH TH[ CITY OF CARLSBAD STANOARO SPECIFICATIONS ANO THE • EARTHWORK SPECIFICATIONS " ATTAC/1£0 TO THE PREL /Ml NARY SOILS INVESTIGATION. DA /LY FIELD COMPACTION REPORTS WILL BE SUBMI TTEO TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTION MEETING SHALL 8£ HELO AT THE SITE PRIOR TO THE BEGINNING OF ftvRK AND 'ii/All BF ATTFND[D BY Ail REPR[SENTATI VES RESPONSIBLE FOR CONSTRUCT/ON INSPECTION SUPERVISION, TESTING ANO ALL OTHER ASPECTS OF THE WORK THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK /760 438-389/J AT LEAST FIVE /5/ WORKING DAYS PRIOR TO STARTINIJ CONSTRUCT/ON. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEOUL ING. THE GRADING PERMIT WILL 8£ PROV/OED BY THE PROJECT INSPECTOR AT THE MEETINIJ. 15. At I !N'iPFCTION RFOUF£Tl QTHF/? THAN FrJ8 PRECON5[RIICUQN MFFTING W/11 RF MADE BY CALL ING THE ENGINEERING 24-HOUR INSPECTION REOUEST L !NE AT /760/ 438-389/ INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2.-00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEOEO. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REOUEST OTHERWISE. REQUESTS MAO£ AFTER 2.-00 P.M. WILL 8£ SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER ANO/OR APPL I CANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO All LOCAL, STA TE ANO FEDERAL SAFETY ANO HEAL TH STANDARDS, LAWS ANO REGULATIONS. /7, THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO 8£ MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND OUR/NG THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET /5'/ OR MORE IN DEPTH ANO APPROVED BY TH[ Cl TY ENGINEER ANO/OR CONCERNED AGENCY Pf/1011 ro EXCAVATION. IF THE PLAN VAi/iE~ Ff/OM THE ~HOii/NG ~YfTEM STANDARDS ESTABLISHED BY THE CONSTRUCT/ON SAFETY ORDERS, Tl TLE 8 CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF TH£ OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING Sf/All BE PERFORMEO UNTIL A VAL /0 BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERM/ T WELL IN ADVANCE OF THE SCHEDUL l!i§ OF BLASTING OPERATIONS. /9. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WI THIN ANY WORK AREA OUR/NG CONSTRUCTION, OPERATIONS Will CEASE l™ED/ATEL Y, ANO THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPCRATIONS WILL NOT RESTART UNTIL THE PERM/TT[E HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO 00 SO, 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT TIICRETO, INCLUO!NG WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING [OUIPMENT, CONSTRUCT/ON EOU!PMENT ANO ANY OTHER ASSOCIATED GRAO/N0 EQUIPMENT SHALL BE LIM/TEO TO THE PERIOD BETWEEN 7.-00 A.M. ANO SUNSET EACH DAY, MONOAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. /A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER. J 21. ALL OFF-SI TE HAUL ROUTES SHALL BE SUBMI TTEO BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING OAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, ANO WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF TH[ GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY WI THIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL 8£ GRADED TO ORAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION. CONTROL SHALL BE AS SHOWN ANO AS APPROVED BY THE Cl TY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. All SLOPES SHALL BE TR/1.4',1[0 TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE ANO CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT ANO ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL 8[ REMOVED ANO 0/SPOSEO OF AT A SITE APPROVED OF BY THE CITY ENGINEER. P.I.P. 05-1B THE GRAD/NC WORK SHALL 8£ PERFORMED IN ACCORDANCE IYITH THE FOLLOW/NC DOCUMENTS, CURRENT AT THE TIME OF APPROVAL OR AS 0/R[CTE'O BY THE CITY ENGINEER.· 27. ALL SLOPES SHALL BE !RRIGATEO, STABILIZED, PLANTED ANO/OR HYOROSEEOEO WI THIN TEN / /OJ DAYS OF THE TIME WI/EN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PADS AS REOU!REO BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. , AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPL /CANT SHALL INSURE THAT All CONTRACTORS SHALL COOROINA TE THE WORK OF THESE GRADING PLANS WI TH THAT SHOWN ON BOTH THE LANDSCAPE ANO IRRIGATION PLANS ANO THE IMPROVEMENT PLANS AS REOU/REO FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REOUIREMENTS. 30. STORM ORAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM 0-LOAD OF 1,350. FOR PRIVATE SIORM DRAIN PIPES, UP TO /5" PVC MAY BE UTIL /ZED PROV/OED DEPTH IS LESS THAN 15 FEET ANO BACKFILLED WI TH 3/4" ROCK PER SORSD S-4 TYPE "C" ANO PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 31. WHERE AN EXISTING PIPE LIN[ IS TO BE ABANDONED AS A R[SUL T OF Tl/£ GRADING OPERATION, IT SHALL BE REMOVED WI THIN TWENTY FEET OF BUILDING OR STREET AREAS ANO REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL 8£ PLUGGED WI TH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER ANO/OR THE GEOTECHNICAL ENGINEER. 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES /ABOVE GROUND ANO UNDER GROUND/ WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF Tl/£ GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES /SEE BELOW/ AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES ANO SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SCRVICE ALCRT /800/422-4/33 SOG8E /800/560-1343 PACIFIC BELL /800/892-0/23 ADELPHIA COMMUNICATIONS I 750/438-7741 CJ TY OF CARLSBAD /STREETS 8 STORM ORA /NJ / 160/434-2980 • CITY OF CARLSBAD /SEWER.WATER 8 RECLAIMED WATER/ /160/438-2122 34. PERM/ T COMPLIANCE REQUIREMENTS.- A. FOR CONTROLLED GRADING-THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, ANO/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE ANO CONTROL THE WORK IN PROGRESS { 15. /6. /20 A. 8/ CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT-THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY tNG/NEER VIA THE PROJECT INSPECTOR {/5. /6. /20 A. /0} CARLSBAD MUNICIPAL CODE.- / I J FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING All GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING ANO IRRIGATION ARE INSTALlEO IN CONFORMANCE WI TH CITY COO[ AND THE APPROVED PLANS /OBTAIN SAMPLE OF COMPLIANCE LETTER FROM Cl TY ENGINEERING DEPARTMENT/. /2/ AS-BUil T GRADING PLAN. /3/ REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOl&ENOEO SOIL BEARING CAPAC/ TIES, A STATEMENT AS TO THE EXPANSIVE OUAL I TY OF THE SO IL, ANO SUMWiR I ES OF FJELO ANO LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REOUIREMENTS ANO RECOMMENOA TIONS OUTL /NED IN THE PRELIMINARY SOILS REPORT ANO ANY SUPPLEMENTS THERETO. /4/ REPORT WI TH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE /II YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REOUIREO TO BE RESUBMITTED FOR PLANCHECK. PLANCH[CK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 36. 17i[ SOILS REPORTS TlllEO UPDATE' GEOTE'CHNICAL /N',lfSTIGATION. CARLSBAD RACEWAY BUSINESS PARK. CT. 98-10. CARLSBAD. CA. OATE'O AUGUST 17, 2004 ANO PRELIMINARY GEOTE'CHNICAL REPORT. OPUS POINT AT THE RACEWAY. LOTS 5 THROUGH 25 DA TED MARCH 7, 2005, PREPARED BY GEOCON, INCORPORA TE'D SHALL BE CONSIDERED AS PART OF 17i/S GRADING PLAN. £NGIN££RS NOTES I. REI/IS/ON OF THESE PLANS MAY BE REOUIRED IF THE PROPOSED IMPRO',lfMENTS ARE NOT CONSTRUCTE'O PRIOR TO THE OEAOLINE DA TE OF THE IMPROVEMENT AGREEMENT 2. THE EXISTENCE ANO LOCATION OF Ulll/TY STRUCTURES ANO FACIL/17ES SHOWN ON TH£ CONSTRUC170N PLANS WERE OBTAINEO BY A SEARCH OF TH£ AVAILABLE RECORDS. ATTEN170N IS CALLEO TO TH£ POSSIBLE EXISTENCE OF OTHER Ulll/TY FACIL/17ES OR STRUCTURES NOT SHOWN OR IN A LOCA 170N DIFFERENT FROM THAT SHOWN ON TH£ PLANS. TH£ CONTRACTOR IS REOU/REO TO TAKE OUE PRECAU110NARY MEASURES TO PROTECT THE U11L/11ES SHOWN ON THE PLANS ANO ANY OTHER EXIS11NG FACIL/11ES OR STRUCTURES NOT SHOWN. J. THE CONTRACTOR SHALL VERIFY TH£ LOCATION OF ALL EXISTING FACILITIES (ABO',lfGROUNO ANO UNDERGROUND) WITHIN THE PROJECT SITE SUfflCIENTl Y AHEAD OF TH£ CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOLINO THAT THE ACTUAL LOCA170NS ARE IN CONFLICT WITH THE PROPOSED WORK. 4. ALL HD.PE STORM DRAIN TO BE INSTALLED PER HANCOR BACKFILL RECOMMENDATIONS FOR Hl-0 PIPE. PROJECT LOCATION THIS PROJECT IS LOCA TEO WITHIN ASSESSORS PARCEL NOS. 221-881-11 ANO 221-880-12. THE CALIFORNIA COORDINATE INOEX OF THIS PROJECT IS N 1992 £ 6258 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TEO BY AERIAL TOPOGRAPHIC S/JR',lfY BY SAN-LO AERIAL SURl£YS ON JULY 4 1997. EXIST/NC MASS CRAOINC SHOWN PER APPROl£D CITY OF CARLSBAD owe. NO. 409-IA. LEGAL OESCRIPTION LOTS 23 & 24 OF CARLSBAD TRACT NO. 98-10, CARLSBAD RACEWAY, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 15013, FILED IN THE omcE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MAY 3, 2005 AS FILE No. 2005-0371022 OF OFFICIAL RECORDS. 8£F£R£NC£S CD 0 HYOROLOCY ANO HYORAUL/CS BY 01JAY CONSULTANTS, INC. OA TED SEP TE'MBER 2005. STORM WATER MANAGEMENT PLAN BY 01JAY CONSULTANTS, INC., OA TEO SEPTEMBER 2005. G) STORM WATER POLIUTION PREl£NTION PlAN BY 01JAY CONSULTANTS, INC. OA TEO JUNE 30, 2005 G) GEO TECHNICAL REPORT BY GEOCON, INC. OATED AUGUST 11, 2004 & MARCH 7, 2005 REFERENCE PLANS CITY OF CARLSBAD DRAWING NO.s 409-1, 409-/A, 431-8 CITY OF OCEANSIDE HIGHWAY. PACIFIC OCEAN ··--.--,:'7 ~ I ' -. i ____,, SITE I ~!1 0~ VISTA CITY OF SAN MARCOS CITY OF ENCINITAS VICINITY MAP NO SCA/..£ EARTHWORK 0/JANTITIES CUT.· 7,295 cu. YOS. FILL: 10,075 cu. YOS. IMPORT.· ZlBO CU. YDs. REMEDIAL: -0- NOTES.-I. THESE QUANTITIES ARE FOR BONO/NC PURPOSES ONLY. AND ASSUME NO SI/RINKACE. CONTRACTOR TO VERIFY TO HIS SA TISFACT/ON. 2. CONTRACTOR SHALL SUBMIT AND RECE/',lf APPROVAL FROM CITY FOR HAUL ROUTE'S PRIOR TO HAUL/NC DIRT OR CONSTRUCTION MA TERJAIS TO OR FROM THE SIT£. BENCHMARK: SOILS ENGINEER'S C£RTIRCAT£ l,_~{7!.J,A?l)O C,., Q'.JZqi.;JA REG/STEREO CIVIL ENGINEER IN TH[ STA TE OF CALIFORNIA, PR/NC/PALLY OD/NC BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CER17FY THAT A SAMPLING AND STUDY OF THE SOIL COND/110NS PREVALENT WITHIN THIS SITE WAS MADE BY GEOCON INCORPORATED BETl'EEN TH£ DATES OF FEBRUARY 2005 AND NOVEMBER 2005. I HA ',If REVIEl'tf:0 THE SOILS REPORT ANO AGRE£ WITH THE CONCIUS/ONS ANO RECOMMENOA 170NS PER MY LETTER OA TED JANUARY 10, 2006 TWO COPIES OF THE SOI,_[-s R,-·'E,-PORT COMP/LEO FROM Rm STVOY, itlTH RECOMMENOATIONS, ANO MY Lc;_'!J:,. ~AS BEEN, SUBMITTED T~f' ~~ Clt::I:.EER.' . ,,'.::'::~~•~ SIGNED. ~ .-'.,---·O ,• -,, ·• '7,7;>_ 7 ,, i.: 'q_'.,_ R.C.£ N0.: ___ ~~~'~~------1, '; Mo. &(2l1 ·• · ,p 12. l (111 , ' OAT£· * lo ,_, ._sr,'!I. .-'i-1' LICENSE EXPIRATION DATE: l: .. or <,._ .... ~ .... :.-:; '.,.. 0£CLARA TION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE O',lfR TH£ DESIGN ON THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS ANO PROFESSIONS CODE, AND THAT THE DESIGN IS CONS/STENT /ti TH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY TH[ CITY OF CARLSBAD DOES NOT REIJEVE ME, AS ENC/NEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. 0:0A Y CONSULTANTS, INC. 21/0 LOKER AVENUE WEST, SUITE 100 CARLSBAD, CALIFORNIA 92010 ~ !~-OAT£: t/t~fa(, (~h~-K.fLJ-)TJ-1-W.~.H,=-u,=~~N~---I' R. C.£ NO. 6022 3 EXP. 06/30/06 OWNER'S C£RT/flCAT£ I (WE) HEREBY CERTIFY THAT A R[GISTE'REO SOILS tNGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL Cf/ADl~TY ANO ADVISE ON THE COMPACTION ANO STABILITY OF /~✓-fl/"' ~ PAUL A. MARSHALL SR. VICE PRESIDENT OAT[ OWN£R/0£V£LOP£R I. CARLSBAD MUNICIPAL CODE. 2. STANDARDS FOR O[.SIGN & CONSTRUCTION OF PUBLIC WORKS IMPROVEMENTS IN THE CITY OF CARLSBAD. J THIS SET OF PLANS. 4. RESOLUTION NOs. 5024 THROUGH 5030 DATED OCTOBER 11, 2001, P.I.P. 05-18 DATED MARCH 13, 2006. 5. THE STANDARD SPECIFICA170NS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK}. 6. SOILS REPORTS ANO RECOMMENDATIONS BY GEOCON INCORPORATE'O, OATE'O AUGUST I 7, 2004 & MARCH 1, 2005 7. TH£ 54N 0/ECO REGIONAi STANDARD 01/AWINGS AND AS MAY BE MODIFIED BY Tl!£ CITY OF CARLSIJ'.D STANDARDS. B. ENVIRONMENTAL APPROVAL DOCUMENTS DATED OCTOBER I 1, 2001, RES. NO. 5031. 9. STORMWATER POLLUTION PREVENTION PIAN (SWPPP) BY 0Zl4Y CDNSULT.4NTS DATED SEPTEMBER 6. 2005 WD/0 NO. 10. STORM WATER MANAGEMENT PIAN (SWMP) PREPARED BY: OZJ4Y CONSULTANTS, DATED: OCTOBER 2005. 11. THE CALIFORNIA STORM WATER QUALITY ASSOCIATION (CASQUA), STORM WATER BEST MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK ANO STATE OF CALIFORNIA, OEPT OF TRANSPORTATION, CONSTRUCTION S!l'E BEST MANAGEMENT PRACTICES (BMP) MANUAL. NOTE: OUANTITIES AR£ FOR BONDING PURPOSES ONtY. ACTUAL OUANTITIES MAY v.4RY. LEGEND DESCRIPTION STD. DWC. {sDRSD) SYMBOL SUB0/'1/SION BOUNDARY • • • • • • • • • • • • • • • • • • • • • • • • ------- LOT LINES • • • • • • • • • • • • • • • • . • • • • • • . • • • . • • ------- EXISTING CONTOUR. • • • • • • • • • • • • • • • • • • • • • • • • ------------380 - CONTOURS PER OWG 409-IA •••••••••••••• , •••••• ---,380- ----380--PROPOSED CONTOUR. • • • • • • • • • • • • • • • • • • • • • • • • .__ DAYLIGHT LINE. _____ ••••••••••••••••••••••• _t,_ -...i-- CUT/ FILL LINE. • • • • • • • • • • • • • • • • • • • • • • • • • • -// f-// - EXISTING SPOT ELEVA110N. • • • • • • • • • • • • • • • • • • • • • • fJ80.0 fll/0 £XJS11NC Fl.OWL/NE Et£VA170N. ·• • • • • • • • • • • • • . • • • • • • 0 (380.0 FU SLOPES PER DWG 399-4A •••••••••••••••••••••• -,-----·;:---__ ..1......J. ______ .J.....1. __ _ CUT OR FILL SLOPE LINES. • • • • • • • • • • • • • • • • • • • • • =:')' Y?~2.-/ At«: RE1li/NINC WAil •••••••••••••••• .C-2. • •••••• PAV/NC (4' AC/6" AB -MIN.) •••••••••••••••••••• CURB. • • • • • • • • • • • • • • • • • • • • G-ff •. • •••• ~.._ ____ _ P.C.C. 6' CURB & CUTTER. • • • • • • • • • • G-2 ••••••• ~~=====~ P.C.C. SIDEWALK (PER ARCHITECT PLAN) ••• C-7 ••••••••• I •I. f.j,J.,i•i•.F.t,1.·,.1,j PEOES TR/AN RAMP • • • • • • • • • • • • • • .G-J! •• - -• - - -J-1·•t.•f 11;;;•·.f·+•.f.•j.'.j ___ .__.._ __ CONCRETE SWALE. •••••••••••••• 0-13. •••••• ©:'-;,•,,, ,,,,,. TOP OF CURB ELEVATIONS. • • • • • • • • • • • • • • • • • • • • • • 0 380.0 Tr: FLOWUNE ELEVATION. • • • • • • • • • • • • • • • • • • • • • • • • • 380.0 FL 0 FINISH SURFACE SPOT ELEVATIONS • • • • • • • • • • • • • • • • • 0 380.0 fS FINISH Cf/ADE SPOT EIEVATIONS • • • • • • • • • • • • • • • • • • • 380.0 FG 0 GRASS SWALE. • • • • • • • • • • • • • • • • • • • • • • • • • • • • -- BROW DITCH ••••••••••••••••• SD/:?SO.ll-l!i • • • • • • =;> EXIS1 STORM 01/AIN • • • , • • • • • • • • • • • • • • • • • ~";/ L- EX/ST TYPE 11' CLEANOUT. • • • • • • • • • Oc 9. • • • • • • • • @J EXIST TYPE 'F' CATCH BASIN ••••••• , • Ocl ••••••• , • iZI - 6" PVC STORM Of/A/N. ••••••••••••• 0-c60. • • • • • • • --0--- - 12• PVC STORM 01/AIN ••••••••••••• O-c60 ••••••• , = = = =0= /8' PVC STORM ORAIN. • ••••••••••• 0-.60. • • • • • • • .=SD== = = = CONCRETE LUC • • • • • • • • • • • • • • • • .0.-63. • • • • • • • • = TYPE 'B' CURB INLET •••••••••••••• D.-.--2. • • • • • • • • TYPE 'F' CATCH BASIN •••••••••••••• D.-1. • • • • • • • • 12"x12' PRIVATE CATCH B4SIN •••••••••••••••••••• IB"x/8' PRIVATE CATCH BASIN •••••••••••• , ••••••• 24"x36' PRIVATE CATCH B4SIN ••• , •••••••••••••••• 36"xJ6' PRIVATE CATCH BASIN • • ••• , •••••••••••••• * AS MOO/FIEO BY CITY OF CARLSBAD STANDARDS FOR PUBLIC IMPROVEMENTS DESIGNED av, A.,\I.L. S.K. QUANTITY 80,660 SF 3,220 LF 1,230 LF 4200 SF 7 EA 1,370 SF Z060 LF 40 LF 85 LF 784 LF 210 LF DAT£: 5 [A 1 EA 3 EA 3 EA 9 EA 2 EA I EA FEB 2006 AG£ OR/VE, SUITE !/0 OPUS nfST CO/ff. 4350 LA JOLLA VILL SAN 0/[GO. CA 92 PHONE: (858) 546- 121 4100 ~y.orEss,S !:"',:} ~~ 'II. ,q~ ~ "'~ ~t, "' -c&.~,s DRAWN BY: G.C., J.B, C.F, SCALE: AS SHOWN PROJECT MGR., K.H. JOB NO,:05-1130 CIVIL £NG. 1N££R/LANO SIJRV£Y08 ' TS, INC. 0 VA Y CONSUL TAN 2710 LOKER A ',lfN CARLSBAD, CA. 92 (160) 931-7700 UE WEST, SUITE 100 010 ,/ 'Io, , ff\ As-iuilh ii NO. 602M-~ ~ EXP. 6/30/., f;; 271 O Loker Avenue West Civil Engineering ENG:✓;:L * o& * Suite 100 Planning ~1-CIVI\. ~'Ir Carlsbad, California 92010 Processing DATE: ~ft~ 760-931-7700 Surveying OF CAI.I Fax: 760-931-8680 www.odayconsLiltants.com KEfnl W. HANSEN RCE: 60223 P~~EPARTMENT APPROVAL z.2s BUILT" DATE!8 /2..I/OG I(__, 1/rg/01 (SIGNED) 0:w NE-a, .AsJT. PL!NNINC: DIRECTOR t I , RcF i;o.v 3 EXP. o,;f-2.0llr2 DATE p= r;~ . 7 ,.-7 DATl:B p 7 /c,& REVIE}/IED 7d ~ (SIGNED) ~r"Al\-'I. -b~'E!<,,./ 1..,,1 ,#, • l-!1-01 RKCOICIIENIJED DY: / . (PBINTIWIB) INSPECTOR DAT I SH,ET I CITY OF CARLSBAD I SH7TS I ENGINEERING DEPARTMENT PRECISC rJRAD/NG ANO EROSION CONTROi. l't.ANS FOH: -OPUS POINT L ' DESCRIPTION: STANDARD STRCET SURVEY MONUMENT ~ 11 rJ,;. I," -r.?";n 'FZ,.e...n 'De-f~if /(J , __ I /J.M 11/,/or. LOTS 2J .t 2-' /0 11 0~ i-I, \ p,,) R,,,,,,,,, Tie-f•ils ;,;r~~ &I . , , r- LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF EL CAMINO REAL RECORD FROM: NORTH COUNTY VER17CAL CONTROi. DATA R-1800 308+76 ELEVATION: 297.25 M.S.L OATIJM: NGYD 1929 /0 lo /7 ob I, -'-.s+~V"Yv'I Dy-a..(1-1 'J3~v 1 ~J Elev.5 Jo 17 ()" ~, 13\ 5wal• i. Cofd, 8,.-!ns-.J,,.,. PL /0 17 Of t:i.\ Ro" f D ro f ns /0 17/01, V /1\ se.,e~M,ialL,fr,o/s ,i; 0,f,,,.,.L~-L.,,f~ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION I: \051130\Submit\060606 Lots 23,24 IP GP\0530FG01.dwg Jua 07, 2006 10c 11om Xrefs: 0530vic; 0530FG; 0530AN ,., '11. ~~ CuJ I AroV~ ~<I ll•3\ ioJr,,,, r. a.J I .......,, e-.: '11"/I p,;CONRAD C. HAMMANN '3/z,fi~' /i;/;i, l& tilAI I PE 33069 EXP: 6-30-08 CITY ENGINEER °DAE /o/~ -~ ;';).J ,, DWN BY: PROJECT NO. DRAWING NO. .-DATE INITIAL DATE INITIAL CHKD BY:~ OTliER APPROVAL CITY APPROVAL RVWD BY: PIP 05-18 431-8A --· ---------- r::;--:::·· '\--~ OB310l3 'ri I I I I L ~ I \ SCALE: 1 • s 1 00' EASEMENTS / ENCUMBRANCES: EXHIIJIT No. PtJRPOSE IIUFR£NC£ / lM!F P.T.H. LOT No. tt[j] ROAD JIAJNlENANCE AGRED/ENT 3/}I 78-016066 aH., REC. FEB. 21, 1918 TO REMAIN TERµt: CONO/Tla{S ttm IIEC1PROCAL £ASENENT AGRED/ENT 1/N 200.J-0101111 aH., REC. .A/NE 1J, 2(}();; • • tQJ RECIPROCAL £ASEAfENT AGRmlENT FIN 20{),J-088489J aH., REC. .A/1.Y 2-4 200J • • --·m ABIITTER'S RICHTS (F Acocs:s' PER CARLSBAD er 98-10, NAP Na 150,J • • REI.JfVV1SH£D {SE£ L£6'£NOI -----·m Sl(;J{T DISTANCE CORR/OOH (SEE RECITAL THIS SHEET} f'E/1 CARLSBAD er 98-10, NAP NO. l501J • • ·m Sl/lHT OISTANCE CfRRIOOH RECITAL (SEE RECITAL THIS SHEET} f'E/1 CARLSBAD CT 98-10, NAP Na 150/J • • 1[D CO'.£NANTS, CONDITIONS ANO RESTRICTIONS/GRANT IJEEf} FIN 2005-09111~ aH., REC. ocr. 2-1, 2005 • • LOTS ~ 6 ,t 18-25 tm CO'.£NANTS, ro-10/7/0NS ANO ,-/4 2005-0958611 aH., REC. NOV. J, 2005 • • RESTRICTIONS tffi SIGN AliE-t.S: SllrEET LANOSCAP/Ml AREAS INSPECTION ANO ENFORCE-F _,,?( 2005-958611 aH., REC. NOV. J; 2005 • • NENT ANO RE-ENTRY ' llfil STORM DRAIN £ASENENT PER CARLSBAD CT 98-10, NAP Na 150/J • • • [jJJ PR/VA!F DRAINAGE £ASDIENT PER CARLSBAD CT 98-10, NAP Na 150/J • • "'!ill SEIK:R LIFT STATION, PIP€UN£ F /4 86-#1010 aH., REC. ocr. ~ 1986 VACAIF ,t APPURTENANCES EASEAfENT • im SOCM £ASEAfENT 1/N 2005-017-l506 QH., REC. SEPT. 1, 2005 TO IIEIIAIN t[ill NOTICE (F RESTRICTION ON FIN 2004-0109894 aH., REC. FEB. 11, 2004 • • REAL PR<P£RTY (SEE NOIF THIS SHEET) ---·· 'llfil J6' ABI/TTEH'S RIGHTS-rF-ACCESS PRIOR TO GRAO/Ml PEJ?!tl/T PR(F()!'EIJ REI.JNQII/SHB) 'll!l PRCK"OSED 20' P//8i/C WA lERiJNE • • • • £ASENENT TO CM~ PR 05-1J5 • SHOIIN ON HEREON. ., NOT/:: EXACT LOCATION (F £ASEAfENT INO£TFR!tl/NA IF PER SAID INSTR/JNENT. APPROX/NA IF LOCATION SHOIIN. t NO!E: EXACT LOCATION CANNOT BE PlOTlEO. tt NOIF: £ASEAfENT OO£S NOT AFFECT ANY PORTION (F !HES£ LOTS. o· 25• 100· 50 I I SCA!£: 1 • = 1 oo' 200' R/W · --0.5' (T'rP.) 26' EXIST. 6' P. C. C. C/JRB &-G/JTTER /0' R/W EXIST. 4" P. CC. SIDEWALK EXIST. A. C. PVMT. O'IER AGGRECA TE BASE PER DWC. 409-1 EX/SllNG l/ONSHEAO AV£. Pl/8/JC NO SCALE .,..,. .,. EXISTING SLOPE.,.,..__ .,. ~,.. PER OWG 409-IA ).,-.,. '--2:1 AflK. ,...,. (TYP.) TYP£ ~· CIJRB ,t GIJTTER VARIES ,1-51 ___, ASPHALT PARK/Ml AR54 2' Om?HANC'---l {llfTH 18' PARKING) PARKIN(; 15'-18' (T'IP.) VARIES 55'-61' PARK/Ml 15'-18' (TYP.) TYPICAL PIHVAT£ DRMWAY NO SCAlE J' I . • -1·' a ... ;, • 7• [. -· . . ]] 2'0m?HANC (WfTH 18' PARKING) ............ 560-C-3250 CONCRETE .. -.. ~ i{: r; -_4; .. ·; .-=: SHEET INDEX SH££T NO. DESCRIPTION 1 NOTES ,t VICINITY NAP 2 KEY At4P, TYl'IC4l SECTIONS, ,t OETM..S J-5 GRAOING PIAN 6 £ROS/ON CONTROL NOTES 1 £ROS/ON CONTR(X PIAN FACE OF BIIILOING 'IINLESS OTHERMSE N0/£0 1~,~ -~~~--~.~--J-~~~~ o• CF LANDSCAPE AREA TYP 6" CURB 1,1(){)/flED TYP£ )' PED HAMP PER C-27 DETAIL ~• NOT TO SCA/I /, SEE SORSl} fr-27 FOR AOO/llON4/. NOTES ,:t OETA/LS 2. /NSTA/.1 TR/JNCATfD OOKS AT PElJRA!tlP PER C-21 'illc1cillSITE DISTANCE CORRIDOR RECITAL: NO STR/JCT//Rl FENCE. WALL. 'fR£F. SHH/18, SIGN OR OTHER 08.ECT OYER JO INCHES A801£ THE SllrEET LEI£/. NAY BE Pl.ACED OR PEJ?!tl/TlEO TO ENCROACH WfTHIN TH£ AREA IOENllflE!) AS A SIGHT 0/STANCE CORR/OOH IN ACCORl)ANCE WITH CITY STANOARO PIJBUC STRECT-OESTIJN CRITERIA. SECTION 8.8.J THE /JNOER£>1NG PHOP£RTY OWNEH SHAil NAINT.4/N THIS CONO/TION. rIJJNOTICE OF RESTRICT/ON: THIS PROPERTY IS RESTRICTEO BY A lENTA lll£ TRACT~ HILLS/0£ 0£1£1.(Y'!tlENT PER!tl/T, ANO P/.ANNEO INO/JSTRIAL PERMIT NO{S) CT 98-10, HOP 98-09, ANO PIP 01-01, /SSIJB) BY THE CITY rF CARLSBAD ON OCTOBER 11, 2001. A COPY IS ON FlL£ AT TH£ CITY (F CANLSBAI) Pl.ANNIN(; OEPARTIIENT. THE OBUCATIONS ANO RESTRICTIONS /MPO!'EO AR£ 8/NO/NG ON All PRESENT OR FVTIIRE INIFREST HOWERS OR £STA IF HaJJ£RS rF THE PROPERTY. " BENCHMARK: TYPICAL GHASS-UNEO SWAl£ o B4CK Of LOT NOT TO SCALE FACE OF BUILD/NC .. . . . ,, . ' ........ ·, 1% 6. CIJRB _,.---ASPHALT PARKING LOT___/ 6' C/JRB lrlOl)lfl£0 TYPE 'o' PED HAMP PER G-27 OETAIL 'iJ' NOT TO SCA/I ~\ 1. SEE SORS/J C-27 FOIi AOO/llON4/. NOTFS ,t /JD1JlS ' 2. INSTA/1 TRIINCATfD /JO!tlES AT PEl)IW,/P PEH (;-27 '~~ .. ./'-,,.,_,,,. 10/ TLOii .. ,, PED RA/IP /JlTA!l.S. HfP!ACES SHT 2 CF 1 SICN£l) ~lo J• /.,. ,, flJ /0/ 7/n, Fil \ RIPHAP PAO /JlTM. H£PtACES SHT 2 CF 1 SICN[/J ~1~1.J, I~ /'JJJ •hfoq Lill ,. is-flu;li, I I , I '- f/(j/oi DETAIL -CONCRETC SWALE 6" ------.. .Ot..'11 NOr TO SCALI /' 2' ~ CURD ~1.L...-_ FINISH SURFACE DETAIL -CUHIJ OPEN/NC NOT TO SCAlE VARIE.S" CIJR8 OPENING IN CIJR8 FACE ~HAJ.T PA /,J BACKING WITH J/76' GWA 1£1. fll. TER 8iANK£ PER SOl?SI} 0-,/fJ HIP RAP PAD DETAIL NOT 7rJ SCALE NQTEJI ElECTRONIC DATA FILES AR£ FOR RfFERENCE ONLY ANO ARE NOT TO BE USED FOR HORfZONTAL OR lei'TICAL SIJR'-f"Y CONTROi. I siET I CITY OF CARLSBAD I SH7TS I ENGINEERING DEPARTMENT PREC/SE CRA/J!HfJ AND EROSION CONTHOI. PLANS FORJ OPUS POINT DESIGNED BY: A.V.L. S.K. DATE: JULY 2006 DRAWN BY: G.C., J.B., C.F. SCALE: AS SHOWN "l-BUILT &!!_ ,__-t!(§/61 DESCRIPTION: STANDARD STREET SURVEY MONUMENT LOTS 2.J it 2,1 2710 Loker Avenue West Suite 1 DO Carlsbad, California 92010 760-931-7700 Fa1e: 760-931-8680 www.odayconsultonts.com Civil Engineering Planning Processing Surveying PROJECT IIGR.• K.H. JDB ND.:05-1130 P .E. i;oa;.;, EXP. 6LJ0/10 ' -r- / I LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR DATE AIRPORT ROAD ON CENIFRI.INE OF EL CAMINO REAL l-t1-a1 RECORD FROM: NORTH COUNTY VERTICAL CONTROt. 0A TA R-1800 308+76 DATE ELEVATION: 297.25 M. S.L DA TIJM: NGVO 1929 AB:?¾'!' /1/.1~' P&t!DNRAD C. HAMMANN PE 33069 EXP: 6-J0-08 CITY ENGINEER 1DA E OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL D•TE INITIAL DATE INITIAL CHKD BY:~ ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY •PPROVAL RVWD BY: ,::; PIP 05-18 .f.J7-8A I, \05113D\D530fG02-CC.dwg Oct 1 B, 2006 12, 24pm Xref~ 0530FGRD-CC; 9735AU1L; 9735AS1R; 9735AMAP; 0530FGL Y; 0530FG; 9735ogrd L -- NOTE!/ All EXIST. POWER POI.ES Mlli/N CRAOING AREA TO BE REIIOW NO]E!I B.ECTRONIC OATA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR VERllCAl SURVEY CONTROL 102, 00' --... -- 271 O Loker A.venue West. Suite 1 OD Carlsbad. Caltfamia 92010 760-931-7700 Fa11: 760-931-868D www.odayconsullonts.com Civil Engineering Plonnlng Processing Surveying -~------,_ .. - DESIGNED BY: A. V.L, S.lt DATE: JULY 2005 Nl9'21'49t 41.30' - INSTAil NO.J BACKING RIP-RAP, T = 0. 6' AfCIIR8 OPENING ANO-ALONG 0/J'TER f!ANI( (T SWA/£ TO lO' BEm-1D ANct.E PCKNt IN SWALE --- .:'_-·.,·;_-,:_ -:~,t':;:;,~~''/''o:~,tF:;J, -:~,~"c-, -~ "AS-BUILT " BENCHMARK: DESCRIPTION: ------. , ; 'u ~,1~-·-~ PROJECT MGR.• K.H. JOB N0.:05-1130 · ~ 1---------------1 P.E. GO~).j EXP. ~/.Jo/;o DRAWN BY: G.C., J.B., C.F. SCALE: 1• = 2(/ ,/4/41 I l LOCATION: STANDARD STREET SURl-f"Y MONUMENT APPROX. 1-,.00 FEET SOI/TH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF I DATE 1-21·0({ DATE El. CAMINO REAL RECORD FROM: NORTH COUNTY VERTICAL CONTROL 0A TA R-1800 308+76 ELEVATION: 297.25 M.S.L DATLM: NGVD 1929 *INSTAil "BK>--CI.EAN" INLET BASKCT Wfllf H'YOROCARBON ABSrRPTlrN BOOMS. / ,. --- BLDG 2 ··57 7 -FF ::::3 .,i:5 g pAO::::.JV_ • \' J1800KS c.B, No,2436 '18 IN 1) • .,, FL (18' )56,CN I 10/11.""" "11, 10/i1.-1 ,,;,.;.,,,.1 ~- J./-6-f6q t::1 DATE INITIAL ENGINEER OF WORk NOTE: THE flNISH FLOOR ElEVA llONS SHOWN ON THESE Pl.ANS llfLL DICTA 1E THE PAO f1£VAllONS BASED 1/PrN 91.111.l)fN(; FLOOR THICKNESS PER SO/l.S R£PONT. I\ SE/IER Mil /fA/lR 1/EPV,/D !}If J (F, !1(}{£JJ • ~I, ·,l,t,. ,'cl,) I \ ~ HfJ(F l1IAINS I HE61/AOINIJ. IIEPtACt:S !}If J fF 1 S/CNlJJ -, ' C:JA) \ \ 1 "'' SlfAI.£ I C.8. Al.CW(; Pl. 1/EPV,Ct:$ SHT J (Fl S1CNl]J R"1~ ;.V~ ,,. ?flJ II /1/oC {µ,.,y -/4'\Ar-Bui Its . ' DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL l:\051130\0530fG03-cc.dwg Oct 18, 2006 12:22pm Xrefs: 9735AUTL; 9735AGRD; 0530FG; 9735ASTR; 0530FGRD-CC: 0530FGL Y; 0530FUTL-CC: 0530fmap: 0530f1XT-cc I SHJT I o· s· v-10· 20' I I SCALE: ,. = 20' CITY OF CARIBBAD ENGINEERING DEPARTMENT 40' I SH7TS I PH£CISE GRAO/IHJ AND EROSION CONTROi. Pf.ANS FUR: OPllS POINT LOTS 2J cf' 2-1 APP~V~ f'-&lNRAD C. HAMUANN 11/J¢~ PE 33069 EXP: 6-J0-08 CITY ENGINEER 'DAE DWN BY: PROJECT NO. DRAWING NO. CHKD BY:~ PtP 05-18 -IJ7-8A RVWD BY: CA/WO XX-XXX L NOTE!/ All CJ(IST. PO/tV? POLES Mllf/N GRADING AREA TO 8£ R£MOV£0 NOTE!! ELECTRONIC OA 7i4 RLES ARE FOR REFERENCE ONLY ANO AR£ NOT TO BE USEO FOR HORIZONTAL OR VERTICAL SURVEY CONTRQ. *tNSTA/1 "810--ct.EAN" /MET BASKET IITTH HWROCAR80N ABSORPTION 800MS. C~TS 2710 Loker Avenue West Suite 100 Carlsbod, Colifornio 92010 760-931-7700 FoK: 760-931-8680 www. odoyconsultonls,com Civll Engineering Planning Processing S1Jrveying DESIGNED BY: A. V.L. SJ<. DATE: JULY 2006 DRAWM BY: G.C., J.B., C.F. SCALE: 1" a 2ri PROJECT MGR.• K.H. JOB N0.:05-1130 DATE:~~ RCE: 60223 ( ij ,.., i -1-BLOC 6 Ff:. 368.2 PAO 367.1-i- "AS-BUILT u ~ I P.E. {;0)'-3 EXP. ,fJo l/~ ' 7 ¼· " BENCHMARK: {/2/ot DESCRIPllDN: STANDARD S7R££T SVR',£Y MONUMENT LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR DATE AIRPORT ROAD ON CENTERI.JNE OF EL CAMINO REAL RECORD FROM: NOR TH COIJN TY ',£RTICAl CONTROi. DA TA t_,l, 1-0 'l. R-1800 308+76 DATE ELEVATION: 297.25 M.S.L DA TUM: NGVD 1929 -----✓ I I I I I I I I I I I I I . I I I I I I I I I I I I I I I I ' 10/tl/rM p;i , SD/ER MD JIIIIEI/. ll£PIACfS SHT I IY 7 !JCNOJ ~ 1./, I.,• 10. ~;,:AM IIO(T /1IAINS l HErmotNS. RlPIAfn !il/T I IY 7 SIGVE1J ~ /,;J .. /., , I, , lo~ /2\ As, R,,il+< . ' ' DATE INITlAL DATE co.J ,;./ INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL I; \05113D\D530fG04-CC.dwg Oct 18, 2006 12: 21pm . ,'. "' ' ,, NOTE: 20' --ri 5' i-1 --1()" I I iiiiiiiiiiiiiiiiiiii-.40·• SCAI£ 1" a 20' THE RN/SH FLOOR EIEVA TIONS SHOIIN ON lllESE PUNS /lfl1 DICTA TE THE PAO EIEVATIONS BASED UPON 8UHJ)ING FLOOR THICKNESS PER SOILS REPORl ' ...,. " I SH,ET I CITY OF I SH7TS I ,;1,1~, l]~'IJ' CARLSBAD I I ENGINEERING DEPARTMENT PRECISE 6HAIJIN(J ANO EROSION CONTHOt. PLANS FOIi: OPIIS POINT LOTS 2J it 2-1 Acr.,~Y: Ac. • CONRAD C. HAt.4t.4ANN , 7 <>C PE 33069 EXP: 6-30-08 CITY ENGINEER ATE DWN BY: PROJECT NO. DATE INITIAL DRAWING NO. CHKD BY:~ PIP 05-18 ..f.J7-8A CITY APPROVAL RVWD BY: 6 CIIWO XX-XXX Xrefs: 9735AGRD; 0530FG: 9735ASTR; 0530FGRD-CC; D530FGL Y; 053DFUll-CC; 053Dfmop; 0530FlXT-cc: 9735AUll ) ' ' ,!fj5(}6' . NOTE!/ All EXIST. POWER POLES r,r!HIN GNAO/N(; AREA TO BE REAI0'.£0 NOW! RECTRON/C OATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR '.ERllCAL SI/RITT CONTROL 361.J J66.5 fl . . '•i: _/.,,/;··- I \ .. ·\'; · ... ··r·; .. · .... /··· ..... ~··· .. · ' ,, 4 _: . '_. \ . ' ~ . / "J .·' 361.t R/JI ..,,.,,..._ Ji'"'. .· .. -.., .154.11 fl (T>P£ ~ V ·. JJ992 Fl {!8" IN , F~-,r,' Si. nrv-ff% 42 Fl (24 • o. 1) · . · ~c PO;> OIIC. -12 Fl (12' IN/ SEE RIP RAP PAD 0£TA/l ON SHEET 2 (TIP.) 10g~ l,f ~ SEE RIP RAP PAD 0£TA!l ON SHE£t 2 (TIP.) BLOC 4 FF-367.f PA0-366.J BLOCS FF--366.4 PAO 365.6 * INSTALL iJIO-CUAN" INLET BASKET llflH HY!JROCARBON ABS(Y?PTION BOOMS. "AS-BUILT " DESIGNED BY: A. V.L, S.I<. DATE: .lll Y 2006 / / .J ,I 0 / ~ DRAWN BY: G.C. J.B., C.F. SCALE: 1• = 2rf ht'Jl J,.., "3-'-► PROJECT lo1GR.• K.H. JOB NO.:05-1130 • Ir / --C~O~N,-,,S-=.,.,.U--,Lc---:T=---=-~M~T.--;;S,---1---------------f P. E. & O ;iJ.?:, EXP. 6'/ Jo µ0 2710 Loki!r Avenue West Suite 100 Carlsbad, Califamia 92010 760-931-7700 Fax: 760-931-6680 www.odayconsullants.com Civil Engineering Planning Processing Sur.eying RCE: 60223 t/4/q ,. DATE l-1.1-oq DATE BENCHMARK: DESCRIPTION: STANDARD STREIT SIJRVE:Y MONUAl£NT LOCATION: APPROX. 1400 FEET SO/lllf OF PALOMAR AIRPORT ROAD ON CENTERUNE OF El CAMINO REAL RECORD FROM: NORTH COUNTY VERTICAL CONTROi. DA TA R-IBOO 308+76 ELIVATION: 297.25 M.S.L DATUM: NCVD 1929 ,· ., ' -r -~ ' . -· . DATE INITIAL ENGINEER OF WORK I r· I ) I I I ' J Drrsr ,2 , II?, · • VE" AC/""5:5: . "CC ROAL) I \ ·. \ I . \ I . \ I REVISION DESCRIPTION l:\051130\0530FG05-cc.dwg Oct 1B, 2006 12o19pm 361.1 RIii ·-; l,• T7 J511.II fl (T't1'£ t) MOD TO TYPE 'F' OPEN/NC 8t.X. 5 FF=J66.I ,. o· lJEEPENEO FOOllNG NO SCALE SECllON A-A NO SCALE Ii I 01 51 2D' 1 D iiiiiiiiiiiiiiiiiiiiiiiiiiiiiii~40' --- - SCALI::: 1• a 20' NOTE: THE RN/SH flOOR f/.£VA llONS SHOIIN ON lH£SE PtANS llflL DICTA Tc THE PAD El£VA llONS BASED //PON 8/J/ll)/Nfl fl OOH THICKNESS PER SOflS REPORT. APl;RPVE~ lllY ~ ~ ~ .,..~°f:ONRAD C. HAMMANN PE 33069 EXP: 6-30-08 CITY ENGINEER DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: ~~ PROJECT NO. CHKD BY, @-' 01rp 0,11:_/8 RVWD BY: rll ..I G'i'ASS SWALE DRAWING NO. ,f.J7-8A CNWO XX-XXX X"fa 9735AUll; 9735AGR0; 0530FG; 9735ASTR; 0530FGRD-CC; 0530FGLY; 0530FUTL-CC; 0530fmop; 0530FTXT-cc EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK /5 REQUIRED, CONTACT GREG BARTHOLOMEW, AT (949) 678-7413. 2. EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES OUR/NG THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILE() ON SITE AT CONVENIENT LOCATIONS TO FACILJTATE RAP/0 CONSTRUCTION Or TEMPORARY DEVICES WHEN RAIN IS EMINENT. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIEO WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNrORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNOED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE ENO Or EACH WORKING DAY WHEN THE FfVE (5) DAY RAIN PROB4BILJTY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 1D. ALL GRAVEL BAGS SHALL BE BURlAP TYPE WITH J/4 INCH MINIMUM AGGREGATE 11. SHOULD GERMINATION Or HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE Or GRADED SLOPES {90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH 57RAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 Or THE EROSION AND SEDIMENT CONTROL HANDBOOK Or THE DEPARTMENT OF CONSERVATION, STATE OF CALJFORN/A. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAJNED AS REQUIRED IN SECTION 212 Or THE STANDARD SPECIFICATIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: I. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLJC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FL4TTER THAN 6:1 WHEN ANY Or THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY 71-iE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL COND/170N IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSITDED AREAS SHALL BE IRRIGATED IN ACCORDANCE Wm! THE FOLLOWING CRITERIA: c. D. E. 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100;( COVERAGE. b. GREATER THAN B FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100:f COVERAGE. 2. AREAS SLOPED L£S5 THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. 71-iE DEVELOPER SHALL SUBMfr A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO 71-iE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. J. IRRIGATION SHALL MAINTAJN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSITDED GROWTH. HYDROSEEDING MIX SHALL CONSIST Or ALL OF THE rOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE Or ROSE CLOVER b. 20 lbs. PER ACRE Or ZORRO FESCUE c. J lbs. PER ACRE OF E SCHOOL CIA CALJFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. J lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW) f. 1 /2 lb. PER ACRE Or DIMORPHbLECA g. !TtMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED 15 NOT VISIBLE FROM EITHER A PUBLJC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a Or THIS SUBSECTION MUST BE INOGUU\TED WITH A NITROGE:N FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO 71-iE JOBS/TE IN UNOPENED CONTAJNERS Wm! THE CALJFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAJNERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSITD SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. 1'IPE I MULCH APPLIED AT THE RATE OF NO LESS 1HAN 20DD lbs. PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN 57RAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% Or THE STRAW INTO THE SOIL J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15Jl SULPHUR APPLIED AT THE RATE Or 500 lbs. PER ACRE. AREAS TO BE HYDROSE:EDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: I. ROUGHENING THE SURrACE TO BE PLANTED BY ANY OR A COMBINATION Or: a. TRACK WALKING SLOPES STEEPER 1HAN 6:1 b. HARROWING ARE'.S 6: 1 OR FL4TTER 1HAT ARE SUFFICIENn.Y FRIABLE. c. RIPPING AREAS 1HAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEEO BED. b. THE ADDITION Or SOIL AMENDMENTS, PH ADJUSTMENT. LEACHING OR COVERING SALJNE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. HYDROSEEDED AREAS SHALL BE MA/NTAJNED TO PROVIDE A VIGOROUS GROWTH UN17L THE PROJECT IS PERMANENn. Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT U\NDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. 50'MIN. j PUB/JC RIGHT- Or-WAY m=. w=11. =m-1· .,-· , 2· MIN. ~, , r1'mL\'r/JljjjlllmIIIWII=" PRQEILE FILTE:R FABRIC z• MINUS ROCK EXISTING GROUND I JO'MIN. T STEEL SHAK~ PLATES/RUMBLE l?AGKS PROVIDE APPROPRIATE Tl?ANS/TION BETWTIN STABILIZED CONSmUCTION ENTRANCE AND PUBLIC RIGHT-OF- WAY PUB G RIG T--Or-WAY FENCE/BARRIER TO RESmlCT TRAFFIC TO THE CONSTRUCTION ENTRANCE STABILIZED CONSTRUCTION ENTRANCE PER CALIF. STORMWATER BMP DWG TC-1 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) mENCH UPSLOPE FROM AND ALONG THE UN£ OF POSTS. ---------- -------_/ / ---~- J. ATTACH TI-IE FILTER FABRIC TD TI-IE WIRE FENCE AND EXTEND ff INTO THE TRENCH. 2. STAPLE WIRE FENCING 10 TI-IE POSTS. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL SILT FENCE GRAVEL BAGS OVERLAP ONTO CURB ______ ,, RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY J FT (0.9 M) MIN. THREE LAYE:RS Or GRAVEL BAGS WITH ENDS OVERLAPPED GRAVEL BAGS RLL SLOPE 9 IN (23 CM) t MIN. 2 FT (0.6 M) EARTHEN RIDGE UNLINED SWALE & BERM BENCHMARK: DESCRIPTION: STANDARD STREET SURVEY MONUMENT LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR AIRPORT ROAi) ON CENTERLINE OF EL CAMINO REAL RECORD FROM: NORTH COUNTY VERllCAL CONTROL DA TA R-1800 308+76 ELEVATION: 297.25 M.S.L DATUM: Nf;'ITJ 1929 1£/?llCAL SPAC/Nf; VAR/tS BETHEEN 8' TO 10' NOTE: INSTAil R8£1? R!Xl ALON{; A lE'IH CONTO//R //4./41 1£1-1 I , DATE INITIAL ENGINEER OF WORK I" , " ,., 12" AUN ~~cc;/l'xJ/4" IKX){)S ...,__-..!,__.,,. STAKES A/AX 4' SPAC/N/J SEE 0£TA/t. ABOl,f" LEGEND DESCRIPTION QUANTITY STABIIJZED CONSTRUl:l'ION ENTRANCE 2,600 SF SWALE & BERM LIMITS OF CLEARING & GRADING SILT FENCE GRAVEL BAGS 1,300 LF 4,700 EA SYMBOL D D D FIBER ROLL GRAVEL BAG CHECK Dill /1\ A5-bvilts REVISION DESCRIPTION HYDROSEED 13,400 SF NOT£!! El£C'IRONIC OA TA Fl/£S ARE FOR REFERENCE ONLY ANO AR£ NOT TO BE USEO FOR HORIZONTAL OR VERTICAL SURVEY CONTROL C~~TS DESIGNED BY: A. V.l., S.K. DATE: JULY 2006 DRAWN BY: G.C, J.B .• C.F. SCALE: AS SHOM>I PROJECT MGR.· K.H. JOB N0.·05-1130 2710 Loker Avenul!l West Civll Engineering ENGINEER OF WORK: SLiite 100 Planning Carlsbad, California 92010 Processing ~tf_ .. DATE: B/1•/~ 760-931-7700 Surveying Fax: 760-93i-B680 www.odayconsultants.com i?EJTH W. HANSEN RCE: W22J PLANNING DEPARTMENT APPROVAL "AS BUILT" DATB: I I Jf:1/_ la--~ 1/G/d1 (SIGNID) I IIICIIAII. I. HOIZVIURJI, PWINING DIRECTOR RCE 60,2~3, EXP.~~-fa-DATE I I DATB: REVIT BY'tl. (SIGNl!D) et~• RICDVIIEND!D BY: l~'l:t1f_ (PlllliT NADI U;fSPECTOR DATE I SH6ET I CITY OF CARIBBAD I SH,TS I ENGINEERING DEPARTMENT -----PRECISE GRADING AND EROSION CONTROi. Pi.ANS FOR: OP/JS POINT LOTS 2.J ti' 2-1 APPRfJEiyi~ -a~,J.,, FA CONRAD C. HAMMANN PE 33069 EXP: 6-30-0B CITY ENGINEER AlE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: \\ I A OTHER APPROVAL CITY APPROVAL RVWD BY: ,.,,. PIP 05-18 ,f.J7-8A I: \051130\0530FG06.dwg Aug 10, 2006 1: 42pm Xrefs: 0530fg !0~1106 NQm! I; I; I; I \ I I I : ,-.1l,_ I I I . All EXIST. POWER PO!£S Wflll/N GRAOING AREA TO OE RE!.IOVBJ NOTE!! -... ____ _ ElECTRONIC DATA f!LES ARE FOR REFERENCE ONl Y ANO ARE NOT TO OE USEO FOR HORIZONTAL OR VERTICAL SURVEY CONTROL ,· -----... ::---. -.,,,;:,:_~------:J71> • c~~rs 2710 Loker Avenue West Civil Engineerino Suite 100 Planning Carlsbad, California 92010 Processing 760-931-noo Surveying Fax: 760-931-8680 www.odcyconsultants.com '•. \ \ \ \ \ \ \ DESIGNED BY: A. V.L. S.K. DATE: JULY 2006 DRAWN BY: G.C., J.B., C.F. SCALE: ,. ~ 40' PROJECT t.lGR. • K.H. JOB N0.:05-1130 \. ''/<. .·< ,. -- •"c,•' ~~{~;~9 I I "AS-BUILT ~ t-~ ~ P.E. Go.:?.:J..3 EXP. 06/Jo[;~ "} 7 ENPZ~ DATE: /I~ RE;rED BY'tJ. (!tJ .. KEITH W. HANSEN RCE: 6022J INSPECTOR II ?1,(!, ' DATE l-l1·tJt1 DATE I I BENCHMARK: DESCRIPTION: STANDARD STREET SURVEY MONUMENT LOCATION: APPROX. 14()(} FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF EL CAMINO REAL RECORD FROM: NORTH COUNTY VERTICAL CONTROt. DA TA R-1800 308+76 ELEVATION: 297.25 M.S.L DATU~: NGVD 1929 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION I; \051130\0530FG07-CC.dwg Oct 18, 2006 12: 17pm -----'. - ~A IS SAP Cl-{£CI( OM!$ AT LOCATIONS . SHO'IN l OH ROEH Rl:µS-T'fP.) 4 I; !; I; I; !; I; I/ I; ! D' ID' 40' 5 20 BO' SCAlE 1 • =-401 I~; I I "' I; !; I; I; !; !; I; !; I; ,· vy·· . "' I I;/ I I· !;/ I;/ I; . NOTE!! ElECTRONIC OA TA Rl£S ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEI} FOH HWZONTAl OH /.£RllCAl SURVEY CONTRa. fl& ,?t,., II '1 r I SHJT I CITY OF CARIBBAD I SH,TS I ENGINEERING DEPARTMENT £ROS/OH CONTHOl. Pl.ANS FOH: OPUS POINT LOTS 2.J .:t 2-1 ~cfiNRAD C. HAMMANN 1,/1/1(' CITY ENGINEER 7 DATE DWN BY: PROJECT NO. DRAWING NO. DATE IHITIAL DATE INITJ.4.L CHKD BY:~ PIP 05-18 4J7-8A 011-iER APPROVAL CITY APPROVAL RVWD BY: Xref~ 0530FG; 9735ASTR; 9735AGRD; 0530FGRD-CC; 0530FMAP; 0530FUTL-CC; 0530FTJ(T-cc; 9735AUTL , r .\\\S~~-. 0 :E -.J " 0 ~ -w -.J -.J ~