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HomeMy WebLinkAboutDWG 408-9A; CUP 01-19; AM/PM FACILITY; 01-07GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTE:R 11.06 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREWOUSL Y APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REWSE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT REUEVE THE DEVELOPER OR ENGINEER-OF - WORK FROM RESPONSIB/LJ TY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REWSIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM TH: CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT IF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE MUST dE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE F :RMITTEE'S POUCY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY 'M?ITING THE POLICY MUST HAVE A RATING OF "A" AND A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5 UNLESS EXEMPTED BY SECTION J01.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLJC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPAR1MENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REWSIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REWSION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 9. CRIGINAL ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE Ci TY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REWSEO TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A} SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALJFORNIA, PR/NC/PALLY OD/NG BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING i,DHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL 8£ CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE " EARTHWORK SPECIF/CATIONS " ATTACHED TO THE PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACT/ON REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECQNSTRUCTION MFFJJNG SHAil Bf HEID AT THE SITE PRIOR TO THE BFGINNING OF WORK AND SHAii Bf ADfNQfD BY All REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION. SUPERWSION, TESTING AND ALL OTH£R ASPECTS OF TH£ WQRK 77-IE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK(4JB-1161 ext.432J) AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROWDEO BY THE PROJECT INSPECTOR AT THE MEETING. 15. All INSPECTION RFQIIFSTS OTHER Il:IAN [OR P{l[CONSTRUCTION MffllNG W f Rf MAQF BY CAIi /NG 1Hf ENGIN£EllfNG 24 HOIIR INSPECTION REQIJFST 1/Nf AT (679) 438-3891.INSPfCT/ON REQUESTS MUST Bf R£C£1VED PRIOR TO 2· 00 PM, ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. 7HE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY OEWCES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE ANO FEDERAL SAFETY ANO HEAL TH STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 67D5 BY SUBMlmNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROWS/ONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAWNG GROUND DURING THE EXCAVAI/ON OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLAI/ON THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVA I/ON. IF 1H[ Pl AN VAR[[S [ROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY /HE CONSTRUCTION SAFETY ORDERS. TITLE 8 CALIFORNIA AOMINISTRA TIVE CODE, THE PLAN SHALL BE PREPARED BY A REG/Sl[RED ENG/NffR AT THE CONTRACTORS EXPENSE A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASI/NG SHALL BE PERFORMED UNI/L A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBIT APPL/CATION FOR BLASTING PERMIT Wc"LL IN ADVANC[ OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES AR£ DISCOVERED 'MTHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL C£AS£ IMMEDIATELY. AND THE PERMITTEE WILL N011FY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMIT"'fE HAS RECEIVED WRITT.:N AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THER[TO, INCLUDING WARMING l'P, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOWNG EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOCJA TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY. MONDAY THRU FRIDAY AND NO EARTHMOWNG OR GRADING OPERATIONS SHALL BE CONDUCTED ON Wc"EKENDS OR HOLIDAYS. (A UST OF CITY HOLIDAYS IS AVAILABLE AT TH[ ENGINEERING 0£PAR1MENT COUNTER.) 21. 4LL OFF-SITE HAUL ROUTES SHAU, Bf SUBMITTED BY THE CONTRACTOR TO li£ CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL 8£ OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY [NG/NEER. THE CONTRACTOR SHAU 8f Rl;SPONSIBLE FOR ANY 0£BR1S OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA110N. UNAUTHORIZED CHANGES & USES: WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO 8£ GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN.GRADING RESULTING IN TH[ PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. ONSITE PRIVATE IMPROVEMENT PL~\NS REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPEC/FICA TIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE P!..ANS. FOR THE GRADING WORK SHALL BE PERFORMED IN ACCORVANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY [NG/NEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE ANO CROSS SECTION. THE SITE SHALL B£ LEFT IN A NEAT ANO OROE:RL Y CONDITION. ALL STON[S, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSfEDEO 'I/JTHIN TEN (10) DAYS OF THE TIME 'MIEN EACH ..swl<E IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. NEW AM/PM FACILITY #06525 810 TAMARACK AVENUE CARLSBAD, CALIFORNIA 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. 5222 DA TED 9/4/2002 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK}. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR - ), SITE CITY OF HIGHWAY OCEANSIDE 78 . \ 6. SOILS REPORT AND RECOMMENDATIONS BY SOUTHERN CALIFORNIA GEO TECHNICAL DATED 12/13/2001 AND UPDATE LETTER DATED 12/24/2002. THIS f'ROJECT, DRAWING NO. 408 91 ANO/OR AS DIRECTED BY THE CITY ENGINE[R OR PLANNING DIRECTOR. ~ t ~ r 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD ST:\NDARDS. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORO/NA TE THE WORK OF TH[S£ GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE ANO /RR/GA I/ON PLANS AND TH[ IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE '111TH THE LANDSCAP[ MANUAL TIME REQUIREMENTS. JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROWDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SORSO S-4 TYPE "c" AND PIPE MEETS AS1M STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 31. 'MIER£ AN EXISTING PIPE LIN[ IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR S1REET AREAS ANO REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE 'I/JLL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY TH[ CITY ENGINEER. MAGNOLIA AVE.. ;,, SITE-.._,___ TAMARACK A~~ ,_; . C/l t;; ~ ~ a:: ~ <( ~ ;>-0 'Y"' <1' NOT TO SCALE CITY OF VISTA 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA TED 11 /5/20D2 9. ENWRONMENTAL APPROVAL DOCUMENTS DATED 9/4/2002 10. STORM WATER MANAGEMENT PLAN (S~P} PREPARED BY TAIT & ASSOC/A TES INC. DA TED 2/5/2003 DESCRIPTION FINISHED FLOOR TOP OF CURB GRADE BREAK FINISHED SURFACE FLOW LINE FLOW DIRECTION LEGEND STD. DWG.NO. SYMBOL FF TC GB FS FL 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EX/S11NG FACILITIES (ABOVf GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE sumCIENTL y AHEAD OF GRADING TO PERMIT THE REWSION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTIJAL 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 N[AR THEIR FACILITIES ANO SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. CHINQUAPIN AVE.. l:J--+-LL----+<---, '° I PACIFIC OCEAN EX. MONITORING WELL HIGH POINT CURB FACE HP CF Tl !NV BW UNDERGROUND SERVICE ALERT SOG&f: PACIFIC BELL DANIELS CABLEWSION CITY OF CARLSBAO(STRE[TS & STORM DRAIN) 1::/TY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) SAN OIEGUITO WATER DISTRICT tEUCADIA COUNTY WATER DISTRICT 'VALLECITOS WATER DISTRICT !JLl\lf.NHAIN WATER DISTRICT BUENA SAN/TA TION DISTRICT 1\S APPROPRIATE 34. PERMIT COMPLIANCE REQUIREMENTS: 1-800-422-4133 (619)438-6200 (619)489-3441 (619)438-5241 (619)434-2980 (619)438-3367 (619)753-1145 (619)753-0155 (619)744--0460 (619)753-6466 (619)565-5657 A. FOR CONTROLLED GRAO/Nt: TU£ APPLICANT HIRES A CIWL ENGINEER, SOILS ENGINEER, ANO/OR GEOLOGIST TO GIVE TECHNICAL ADWC[, OBSERVE AND CONTROL THE WORK IN PROGRESS /11.06.170(B)} CARLSBAD MUNICIPAL CODE. 8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT THE FOLLO'MNG REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER WA THE PROJECT INSPECTOR /11.06. 190(8)/ CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERWS/NG GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING ANO /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTl,fENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, 'Mi/CH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALJTY OF THE SOIL, AND SUMMAR/[$ OF FIELD ANO LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN TH[ PRELIMINARY SOILS REPORT AND ANY SUPPLfMENTS THERETO. ( 4} REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY 8[ REQUIRED TO 8[ RESUBMITTED FOR PLANCHECK. PLANCHECK FfES WILL BE REQUIRED FOR ANY SUCH RECHECK. J6. THE SOILS REPORT TITLED GRADING PLAN REVIEW AND UPDATE OF GEOTECHNICAL REPORT PROPOSED AMIPM FACILITY PREPARfD BY SOUTHERN CALIFORNIA GEOTECHNICAL, QA.It"D DEC. 24, 2002 PRJ NO. 01G237 4 , SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS ANO SPECIF/CAIIONS CONTAINED IN SAID SOILS REPORT. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTIO/i 6703 OF THE BUSINESS AND PROFESSIONS CODE, ANO THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT ORA WINGS AND SPECIF/CA 110NS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: TAIT AND ASSOC/A TES INC. ADDRESS: _c7.::.0.:...1 -"'N'-. :...PA-"-R"'K""CEc:cNc::TE='-R'--'O"-'R"-IVE=-------- CITY, STATE: SANTA ANA, CALJFORNIA 92705 TELEPHONE: _..(.:...71:...4,_) ~56~0:...-~82cc0cc0 ________ _ ENGINEERS NOTE TO CONTRACTOR: NO SCALE VICINITY MAP PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER($) 204 292-24 00 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N ________ E SOILS ENGINEER'S CERTIFICATE /, • <>EG/STERED CIVIL ENGINEER OF THE STA TE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY C[RTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION B[TWEEN THE DA TES OF 1i..-11, ·!)I. AND cz•l}·◊I TWO_ COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF EN, NEER. , /i .1 l\ ~t;i/ f P.E. NO.: LICENSE EXP/RAT/ON DA TE: '1· }t1·0~ OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A R[GISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUP[RVISE OVER-ALL n GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. f NAME DATE BASIS OF BEARINGS: THE BEARING OF NORTH 28" 39' 45" WEST FOR THE EASTERLY LINE OF LOT 1 AS SHOWN ON MAP NO. 5944 FILED IN OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON AUGUST 23, 1967. BENCH MARK: DESCRIPTION: TOP CURB LOCATION: NORTHERLY BCR OF NORTHWEST CORNER INTERSECTION TAMARACK AVENUE AND JEFFERSON STREET, SHOWN AS STATION 10+85.27 ON CITY OF CARLSBAD ENGINEERING PROJECT NO. 3203 (DWG. 321-6 DATED 4/27/94). ELEVATION: 60.94 FEET DATUM: CITY OF CARLSBAD CARLSBAD MUNICIPAL WATER DISTRICT IMPORTANT NOTICE Section 4216/4217 of the Govtimment Code requires o Dig Alert identlflcotlon Number tie issued before □ Permit to E><cavote w!II be 'JOlld For your Dig A.lert ID Numbe1· Cttll THE~XISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES, AND OR SlRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF VAILABLE RECORDS. TO THE BEST OF OUR KN0\11.EDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION OF DATE ' UNDERGROUND SERvlCE ALERT 1-800-422-413:, For Underwour,d locating 2 Worklng Doys before You Dig THOSE UNDERGROUND UTILITIES TO BE USED ANO SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. IF THE CONTRACTOR ENCOUNlERS ANY OISCREPANCIES, CONFLICTS OR AREAS WHICH HE FEELS UNWORKABLE, HE SHALL NOTIFY THE GRADING ENGINEER IMMEDIATELY PRIOR TO CONTINUING OR OE~ATING FROM THE GRADING PLAN. OWNER LOCATION MAP APN# 204-292-24-00 TAX ID NUMBER: 36-2440313 LEGAL DESCRIPTION LOTS 1, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 5944 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. EARTHWORK STATEMENT OF QUANTITlES: CUT: 390 CUBIC YARDS FILL: 110 CUBIC YARDS NET: 280 CUBIC YARDS (EXPORT) *POTENTIAL REMEDIAL GRADING PER SOILS REPORT= 1,560 CY Note: The quantities as shown hereon are for permit and/or bonding purposes only. The Grading Contractor shall be respons,ble for verification of quantities prior to the start of grading and account for distributing any excess material or supplying any deficiencies to bring site to design grade. The above cut and fill figures represent pure volume figures only. There is no consideration taken for shrinkage, subsidence, or any other loss factor. SOURCE OF TOGRAPHY TOPOGRAPHIC AND BOUNDARY INFORMATION SHOWN HEREON IS BASED ON THE ALTA DATED MAY 25, 2001 BY KENDRICKS AND ASSOCIATES, INC. REMEDIATION NOTES THIS SITE CONTAINS POTEN11AL CONTAMINANTS PURSUANT TO THE "SITE ACQUISITION ENVIRONMENTAL ASSESSMENT", PREPARED B'( SECOR, DATED AUGUST 27, 2001. RESULTS OF ALL SOIL TESTING SHALL BE DELIVERED TO THE ENGINEERING INSPECTOR FOR CITY RECORDS. IN THE EVENT CONTAMINATED SOIL HAS BEEN IDENTIFIED DURING REMEDIAL EARTHWORK, THE CONTRACTOR/OWNER SHALL CONTACT THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH, SITE ASSESSMENT DIVISION. THE CONTRACTOR/OWNER SHALL COORDINATE WITH THE COUNTY AND SECURE APPROVALS WITH REGARD TO REMOVAL/DISl'OSAL OF SAID CONTAMINATE SOIL AND SHALL PROVIDE SUCH PROOF TO THE ENGINEERING INSPECTOR. ENVIRONMENTAL SAMPLERS WILL BE ON SITE DURING GRADING OPERATIONS TO TEST SOIL. IF SOIL IS CONTAMINATED AND HAS AN ODOR IT WILL GO TO : TPS TECHNOLOGY 12328 HIBISCUS AVE. ADELONTO, CA 92301 (800) 862-8001 IF SOIL IS CHEMICALLY CLEAN, YET HAS ODOR THEN SENT SOIL TO: PHILADELPHIA RECYCLING TOP OF ISLAND INVERT BACK OF WALK CENTERLINE PROPERTY LINE RIGHT OF WAY CONSTRUCllON NOTE SIDEWALK (PVT.) PROPOSED CONTOUR EXISTING CONTOUR -G-7, SDG-100 --- PROPOSED SPOT ELEVATION --- EXISTING SPOT ELEVATION FLOW DIRECTION CURB (PVT.) G-1-- Tl'PE 'G" CURB & GUffiR (PVT.) -G-2, SDG-100 -- SCREEN WALL (PVT.) PVC DRAIN (PVT) FOSSIL FILTER INSERT PCC CURB RAMP PCC PAVEMENT AC PAVEMENT SAWCUT LINE RIDGE YARD LIGHT CllY BENCH MARK LOCATION EXISTING TREE SAND/GRIT SEPARATOR SEWER CLEAN-OUT WATER METER -PER SEPARATE PERMIT -- --FOSSIL FILTER INSERT -- APWA STANDARD 111-2 --CASE B TYPE 1 ·.;_;:;..__ --PER SOILS REPORT --PER SOILS REPORT --G-11 -- BACKFLOW PREVENTION DE'v1CE (BFP)- WATER LINE SEWER LINE STABILIZED CONSTRUCllON ENTRANCE SUGGESTED STOCKPILE LOCATION. (CONTRACTOR TO LOCATE AS NECESSARY) INDICATES DOUBLE COURSE SANDBAG HEIGHT.-- -il- -f.- R/W Ci),/ ~ -®:>- 80.00 (80.00) - -s·so--- '-' ~ .. --w-- --s-- g~g~gj C8J TITLE SHEET SHEET INDEX 1200 PHILADELPHIA AVE. TITLE SHEET 1 MIRA LOMA, CA , __________ _ PLANNING DEPARTMENT APPROVAL '~ y.,., C {e, ' DATE: 6 /1 () /D > ~ , (909) 685-8 43 ,. DIMENSIONAL CONTROL PLAN 2 . ' J ·· "AS ,VILT I GRADING PLAN 3 _ _;:c~~~~v'....'.·~ '·'::ir:1,·· i:..· ~ ~111.&> RC =1 4b~I E)(P 1:2./t,1/£ t>A-fi;: UTILITY PLAN 4 PLANNING DIRECTOR ~ L . ' . '( , , -(...-'<1<~.i=cc:1k'."'-(=si""~imn~;;f,~,'llf.LJl!1-"""ld"'·'~· __ DATE:· ,,/'>jf:,. R:v1~:.,-,( .7 ' Ir. i::/, .... . EROSION CONTROL PLAN 5 q_. 2 · , .-::,5 DETAIL SHEETS 6-7 RECOIOIEND!D BY: DATE l----+--+-------------1----1----1----+-----a I SH;ET I CITY OF CARLSBAD I SH~ETS I ~==-==:::E::::NG::I:::N::EE:::R:::l::::NG==:D:::E::P::AR:::T::::M::E:::N:::T==~=~ GRADING PLAN FOR: NEW AM/PM FAaUTY I06525 810 TAMARACK AVBIU: CAIL8BAD, CAI.FOFNA THE ENGINEER PREPARING THESE PLANS WILL NOl BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZEO CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN v.RITING AND MUSl BE APPROVED BY THE PREPARER OF THESE PLANS. CONSlRUCTION CONlRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR 'MLL BE REQUIRED TC, ,SUME SOLE ANO COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY ANO HOLD OESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF NOTE: OWNER Ac.lev'rr i=llL.L ~G:.$,PONS18,i(..ITY Fo'2. Alt. <9NS.lrf: ?'AYIN4 DUf. 10 A PE:V11!11or,,J ;'rLOY\-\ ,·Ne. l'IPPR.<>vec PL .. MJ" AND l-.C,K PREPARED UNDER THE SUPERVISION OF TAIT & ASSOCIATES, INC. BP West Coast Products LLC Retail Marketing -Design and Engineering 4 Centerpainte Drive La Palma, CA 90623-1066 (714) 670-5300 INC, l----+-----+----------+--1----l-----1-----' APPROVED BY: LLOYD HUBBS<'l'i" .c#e=df ~ ~ ~U: z/o 1 CiTY ENGINR R ¼23aa9 EXPIRES 12/31/5 DATE Of: 50(lS [;N9lMfE1l', Rcu>MMf./'IPAT"'N. WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. JACOB VANOERVIS R.C.E. 46301 SEAL 701 N. PARKCENTER DRIVE, SANTA ANA, CA 92705 TEL. (714) 560 8200 FAX. (714) 560 8211 TOPOC:RAPHIC': ANn ROIINnARY INFORMATION SHOWN HFRFON IS RASED ON THF Al TA DATFn MAY 25. 2001 BY KENDRICKS AND ASSOCIATES. INC <e,·<;,-u~ :::,y DATE INITTAL ENGINEER OF WORK " · --_,,,.!0--f" ~ ~0\/",.I-,.ion;,; Siok:"? . 'il/i?io';I -/,:;:, / 'i?.fJ.,,I.,· - bATE INITTAL '□ATE l~ITL/\L REVISION DESCRIPTION OTHER APPROVAL CliY APPROVAL DWN BY: ---CHKD BYi'_"'i~?'"--,_ RVWD BY,-,~ PROJECT NO. CUP01-19 DRAWING NO. 408-9A 080103 OS2203 CJ :e ~ G) a .i:. ""'O 00 I (0 )> - IMPORTANT NOTICE Section 4216/4217 or the Government Cr.;,dt,; .-.quirelil <l Dig Alert ldentificati<:in Number be issued before o Permit to ExcoYC1te will be valid For your Dig Alert ID Number C<1II UNDERGROUND SER~CE ALERT 1-800-422-4133 For Underground Locating 2 Working DO)'S before You Dig CA R O L P L A C E i-: (/) • <XJ N z STA. 13+40.14 , =CAROL PL. STA. 10+00.00 . 0 ..,: ,;- (f_ 22.00' CAA ASH 4.95' ·o· "' ~ "' + 0 _,.. ~ (/) 0 0 (0 "' ,... "' "' I I ,... "' O> ' a LO 0 I .J oi ~ (SANDRA PLACE) - 0 0 0 r<) , ,o•me, ' '"""'+-.. o i O> 1--- 0 130:00' .r,;_, L12 0 1---0 ~ ci L11 ,,; ~ .,., ,;-..,: ~ - "' 80.00' n n ARCO FF-64.30 • I L6 , 0 0 oci 4.50' .. 5.00' ,... "' c • I I r "" • i 12.0' ! -t7"-f1---1t-:1--t·-·:: ;·oo' 1-- J 0 "' N ' ::i .J 0 (/) N n .J .J 13.86' • ~ 0::: S A. 11+87 72 ~ 40' DWY ' C',2 L4 c,"J '9.oo·' 8.00' li.00'1 TYP. C11 ( 10 10.67' LLJ LJ.. LL Lu J ' " ' "//, .00'----l-'-------1---90.00' II 11· .:". ····· ----------i--2s.oo·---:.---:...,..,~5.oo· II I ~·-···· ' -'---< t;a::.·. I'\_),_'>- S A. 11+61.Q 5.21' 23.50' 1 \\"°o s: i ' ~ v °'I r> <XJ N IIlil N N .J '> <!) '\ 34.17' zl '--~ c:',. ,9.00,, cl' ~TYP.~ 14 ~5• "' oci LO + 0 ~ 0.. '-' <i. > ' >-"' Cf) I STA. 1 O+OD.00 :/ ENGINEERS NOTE TO CONTRACTOR: THE~XISTENCE AND LOCATION OF ANY UNDERGROUND UTILIT1ES, PIPES, AND OR STRUCTURES SHOv.N ON THESE PLANS WERE OBTAINED BY A SEARCH OF VAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOv.N ON THESE PLANS. THE CONlRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCAT1DN OF THOSE UNDERGROUND UTILITIES TO BE USED AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOv.N HEREON. IF THE CONlRACTOR ENCOUNTERS ANY DISCREPANCIES, CONFLICTS OR AREAS \'MICH HE FEELS UNWORKABLE, HE SHALL NOTIFY THE GRADING ENGINEER IMMEDIATELY PRIOR TO CONT1NUING OR DEVIATING FROM THE GRADING PLAN. ' • • G) CD ~ 1--, '~ z • • . . !12~ I c-J~ ~ aa IIlil ID [i)-31.00· 9.50' Ill TYP. TYP. • • • • 40.00' 73.20' I :1 0 0 ..,: "' • • ® N <XJ Ol r<) bi O Ol 0:, : :i ~ 0 0 ..,: "' TA M A L17 60.00' R A C K . I 0 LO ~I bi A (f_ n BENCH MARK: DESCRIPTION: TOP CURB LOCATION: NORTHERLY BCR OF NORTHWEST CORNER INTERSECTION TAMARACK AVENUE AND JEFFERSON STREET, SHOWN AS STATION 10+85.27 ON CITY OF CARLSBAD ENGINEERING PROJECT NO. 3203 (DWG. 321-6 DATED 4/27 /94). ELEVAllON: 60.94 FEET DATUM: CITY OF CARLSBAD V £. R ,.., /4. ( IN FEET ) 1 INCH = 20 FEET CURVE Cl C2 C3 C4 C5 C6 C7 CB C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 CURVE TABLE LINE TABLE DELTA LENGTH RADIUS LINE LENGTH 90•00·00· 4.71' 3.00' L1 21.46' 90·00·00· 4. 71' 3.00' L2 6.88' 90'00'00" 4. 71' 3.00' L3 6.88' 60'()9'33" 4.20' 4.00' L4 7.86' 60'()0'00" 4.19' 4.00' L5 18.95' 90•00·00" 28.27' 18.00' L6 71.00' 90·00'00" 31.42' 20.00' L7 17.83' 90·00'20" 28.28' 18.00' LB 5.67' 90•01 '02" 31.42' 20.00' L9 5.67' 180'00'00" 2.36' 0.75' L10 61.25' 180'00'00" 2.36' 0.75' L11 58.55' 99'00'50" 8.64' 5.00' L12 88.55' 33'33'51" 9.12' 15.56' L13 4.28' 78'57'02" 1. 1 o· 0.80' L14 11.25' 90'48'21" 22.92' 14.00' L15 14.03' 45'00'00" 23.56' 30.00' L16 8.54' 135'00'00" 4.71' 2.00' L17 4.66' 44'03' 42" 3.85' 5.00' L18 11.28' 44'03' 42" 23.07' 30.00' L19 15.35' 69'06'35" 19.30' 16.00' L20 54.00' L21 19.58' L22 31.72' L23 76.43 L24 45.35 L25 52.91 NOTES: ALL BEARINGS ARE HELD PARALLEL & PERPENDICULAR TO THE WEST PROPERTY LINE,N 28'39' 45" W, UNLESS OTHER'MSE NOTED. SEE ARCHITECTURAL SITE PLANS FOR ALL DETAILS BEARING N61 '20'15"E N28"39' 45"W N28"39'45"W N61 '20'15"E N28"39'45"W N61 '20'15"E N28'39'45"W N28'39'45"W N28'39' 45"W N28"39'45"W N61'20'15"E N61'20'15"E N28'39'45"W N28'39'45"W N28'39'45"W N61 '20'15"E N61 '20'15"E N 16'20'15"E N28"39'45"W N 61 "20'15"E N28"39'45"W N28"39'45"W S28%d39'25"E S28'39'25"E S28"39'25"E SEE INDIVIDUAL FOUNDATION PLANS FOR ALL BUILDING DIMENSIONS. THE CONSTRUCTION SURVEYOR IS RESPONSIBLE TO REPORT ANY AND ALL DISCREPANCIES, TO THIS OFFICE, PRIOR TO CONSTRUCTION. THIS IS NOT A STAKING PLAN BUT A CHECK AND VERIFICATION OF THE MAJOR DIMENSIONS AS SHOWN ON THE ARCHITECTURAL SITE PLAN BASIS OF BEARINGS THE BEARING OF NORTH 28' 39' 45" WEST FOR THE EASTERLY LINE OF LOT 1 AS SHOWN ON MAP NO. 5944 FILED IN OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON AUGUST 23, 1967. ~--------------,DIMENSION CONTROL PLAN II!\.~ B\J(t.:T" 1-----------------------,,----------. PREPARED UNDER THE SUPERVISION OF TAIT & ASSOCIATES, INC. JACOB VANDERVIS R.C.E. 46301 DATE SEAL l----+--------+------------+--~--1----~e-------l I SH~ET I CITY OF CARLSBAD I SH~ETS I ~==::::'.'::::=:::E:':N:::G'::IN::'E:::E:':R:':IN::G:::::Dc::E":P'::'AR=:T'::'M::'E:':N'::'T==:: ..::=== ',, ~~ l ASSOCIA TIES INC, 1-----+--+-----------+----------l--+--~1----~ 701 N. PARKCENTER DRIVE, SANTA ANA, CA 92705 DATE INITIAL DATE INITIAL DATE INITIAL TEL. (714) 560 8200 FAX. (714) 560 8211 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GRADING PLAN FOR: NEW AM/PM FACILITY f06525 810 TAMARACK Ave!U: CAR..SBAD, CAI.FOfNA APPROVED BY: LLOYD HUBBS HT ---,t?_ ,A'/ • ,I t,,,/.;z7/4"1_ CITY ENGIN~R RC~3889 EXPIRES 12/31 /05 DATE DWN BY: · PROJECT NO. DRAWING NO. CHKD BY: :li£ RVWD BY: S5b'L CUP01-19 408-9A -------. _,.,,... .......................... , ....... ,.. ..... ' ........... ' ...... ,. ..... , ... , ............... ,.. .. ,,.. ......................... -·-........... _..._ . '. ,. ,..,.... ,., ..... ~ ..... , .,,.... ......... ,,...,.,,.,.... .. ..... . .................. , . ..,..,...,.... .. , .... ~ .... ._ I ti ""'°' • ,-. """" "" .f ,-.,... 080103 C :E "->G) 2..s::i,. --..i 0 00 I (0 )> CA R O L P L A 6 (SANDRA PLACE) \::=:i< '"'='-r, ..i,::'"' """"·~e:.e:.---171E:e'.<; <O e,e ~t'IOV~ To -nJe: ./ / S...-r·,sp~.T\O ,j Of' -r.1£,:. ) ~...i,~16:t 011(e<:.~ < .. • ·'---·'\_.___..,,'-....,/'--.--··"'-'' B SEE SHEET 6 (/) (/) ( ! a::: , u.Ji LL_:, i LL '1 • uJ / • ·. i J( / \ . 2.16 FL I ;··~ ;; I .•.... STA. .... l3±4.0.t4 =CAROL PL. STA. 10+00.00 61.BOT 61.30F (§~.04F ···············: ~1.56Bwl '. ! cc ~<I 10· 62.84TC ru4F·· .. :e.4 . JOIN 61.'5 ,61.1 S A. 12+63 61. "r'-"11-'+m..,l, lilH,;'.;, ~;, 3: I 'ii, ... 0) ,,., O'J N z 61.lfFL 5.2 • !! 7.72 CAR WASH : : "-"'.t:2· : : :: . ... . . . . UMP PER DETA HEREON. -_tt,"'"r-7-'--il-l-~ • ••• ·• •• ' •-;,e• •:' •: :s •' •' •: •' •: \"- ·: ,,,~A.-<'••., '""' ,:_,_j'Ol 61.1BTC o-v 60.70F S A. 10+89.20 ~ " i STA. 10+00.00 <O 00 <[) + 0 6 .~Ttx,_•• 4 , o,•m(,, ~----A :J ARCO FF•64.30 TAMARA IMPORTANT NOTICE Section 4216/4217 of the Go11emment Code requires o Dig Alert identification Number be Issued before a Permit to Exeowte will b,e valid For your Dig Alert ID Number Coll ENGINEERS NOTE TO CONTRACTOR: THE~XISTENCE ANO LOCATION Of ANY UNDERGROUND UTILITIES, PIPES, ANO OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF VAILABLE RECORDS. TD THE BEST OF OUR KNOWLEDGE. THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION OF THOSE UNDERGROUND UTILITIES TO BE USED AND SHALL BE RESPONSIBLE SEE BENCH MARK: DESCRIPTION: TOP CURB CE ~0-~%) •mt ' ' . ' ' 61.798 ?~1:~~s .. L.~tr~~--·-·· • {s1:s2BW· .. ',,.. . . 63.97TC 63.49FS s])grc 63.34FS B ( IN FEET ) 1 INCH -20 FEET II I " . II II~ .,., I ... "' !" O'J z 64.90TC 64.38FS HP l,ii 0:: ::, 0 0 0 • CL . .,., ,..., ,..: • V) .,., -..-x w Is' 0 :::. w 0:: ISLA NP w 1',S' NOT i2.E MllVE i> ---EXISTING PCC CURB : :;::~_-::::::: /: EXISTING EASEMENT PER FILE NO. 127725 O.R. ) I LETTER OF PERMISION . \ ... •.•. •.•.·.· .. • ..•... U7-.•••··•·••.···••.·.•.: AS DATED 5/20/03 •• :·1• :. r~ <,;i .· ' ... ~:: :: ~:~ C.i •·· •• ··~····· rSAWCUT ... : > ,·· .. · •• (3:1. > . TO GRADE XISTING GAS EASEMENT CK .o ;'!: "' Cl)~ 18 63.62T 63.12FL AI>Jl/Si PVLL BDic TO ',UP£ V E. ' 1111DE GAS EASEMENT FS GB BW R/W TC FL FINISHED SURF ACE GRADE BREAK BACK OF WALK RIGHT OF WAY TOP OF CURB FLOW LINE FLOW DIRECTION LEGEND ----R/W ----ll ~ FLOW LINE RIGHT OF WAY LINE PROPERTY LINE EXISTING TREE YARD LIGHT SCREEN WALL -(64)- 80.00 (80.00) PROPOSED ELEVATION EXISTING ELEVATION PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION TOP OF ISLAND CITY BENCH MARK LOCATION SIDEWALK CD CD G) © ® ® 0) @ @ ® ® @ @ @ @ @ @ @ @) TI INV INVERT CONSTRUCTION NOTES 3.5" A.C. PAVING OVER 5"A.B. P.C.C. PAVING CONSTRUCT P.C.C. CURB PER SAN DIEGO REGIONAL STANDARD DRAWING (SDRSD) NO. G-1 (6" CURB FACE UNLESS OTHERWISE NOTED.) CONSTRUCT P.C.C. CURB & GUTTER PER SDRSD G-2 (MODIFIED W=18", 6" CURB FACE UNLESS OTHER\l\1SE NOTED.) CONSTRUCT 4" THICK PCC SIDEWALK PER SDRSD G-7. CONSTRUCT 24"X24" PRECAST PCC CATCH BASIN W/ "FOSSIL FILTER INSERT" PER FOSSIL FILTER MODEL FF-24 PROTECT IN PLACE EXISTING IMPROVEMENT CONSTRUCT 3"X18" TYPE A CURB OUTLET PER SDRSD D-25 CONSTRUCT 3' PCC VALLEY GUTTER PER DETAIL HEREON CONSTRUCT 3" A.G. PA','[l,l[tff O'.CR 3" A.B. PER 901L3 REPORT. C'9N(i!.E'TE Pl'\VEMJ;Nr A"t eAltWI\SH Oil.IV£ SEE OWNE/1.. N<l>T'E-511/;E'T .l. CONSTRUCT d.e" AS. PAVEMD~T 9VEF.! e" AB. PER SOIL£ REPORT. C.ON(~i=TE PAVEMEMT AT D'2.IY£ Ail..E ~ _ $E'f '9W'N£1Z.. N0tia SNE£T J.. CONSTRUCT PCC TANK AND DRIVE SLABS PER ARCHITECTURAL FUELING PLANS . LANDSCAPE PER LANDSCAPE PLAN. CONSTRUCT TRASH ENCLOSURE AND 6" PCC SLAB W/ No. 3 BARS @ 18" O.C. PER ARCHITECTURAL PLANS AND SOILS REPORT. CONSTRUCT PEDESTRIAN RAMP PER SAN DIEGO REGIONAL STANDARD DRA\l\1NG NO. G-27. CONSTRUCT SCREEN WALL PER ARCHITECTURAL PLAN . CONSTRUCT 6" PVC SCH 40 STORM DRAIN PIPE INSTALL 3" BALL VALVE WITH SIGN PER DETAIL SHEET 6. CONSTRUCT 3" PVC SCH 40 PIPE SAWCUT AND REMOVE EXISTING IMPROVEMENT PER SDRSD G-11 ' , . CONSTRUCTl.lz. PCC DRIVEWAY PER SDRSD G-14A :@_--eoeeN-t~ S:S'fRfRl:Uf€GA'T46r"~A.:€8!:-. -BBIEERIRMlaHP>fE:RR:-s!SEl:ttR~S!E:El~el~5 4'Ff'rl'l'F'E-E =A'/!; NOT USED @ @ ® CONSTRUCT JENSEN PRODUCTS 24"X24" DRAIN INLET DI2424 W/TRAFFIC GRATE SG2424-DIT . CONSTRUCT 6"PCC OVER COMPACTED NATIVE. COLOR AND TEXTURE PER ARCHITECTURAL PLANS. CONSTRUCT 3" PVC SCH 40 STORM DRAIN PIPE :@' .J;C:fO».~IISS:+Tfl!RIUJICc;ThJJf!'"eielclcllR~B~O)tUtii't'fjcf".ITI 1'F"'f:EftR--,991El:ttR~3,EBHlD-,>£9-7-18" 18" ®l ® CONSTRUCT TRENCH DRAIN PER ARCHITECTURAL PLUMBING PLAN. PRIVATE ACCESS EASEMENT FOR PER DOC. 2003-0483439 REC. 4/25/03 BENEFIT OF EASTERLY PARCEL 3/8" 1" LI .J/' NOTE: PAD ELEVATION TO BE CONSTRUCTED PER FOUNDATION PLANS. 2.0' 2.0' 15 L..F. 2.5' •. , I 0 CONCRETE "V" GUTTER (PVT) N.T.S . #4 BARS CONTINUOUS 4 EA. r:.:,-. .,.......,..,..--,..,.., d" • :•,,: 4' lHJCK PCC PAD 4'x4.5 .• L--.,----n:;;==>s;:=n-- VALVE BOX I. 1'1. 1,11r ;;, r-SUMP TO CtJHAIN EMERGENCY FUEL SPlllS. ~ · / FUEL TO BE REMOVED AND DISPOSED Cf IN :i ACCOODANC£ W/FEDERAI. STAlE & LOCAL REGULATIONS. z 3" BALL VIJ..\IE 3' PVC PIPE EMERGENCY FUEL SUMP DETAIL NOT£: 'TH IS (S N"'• ~ CE.ll.T IF IC'4TlcN Su T" i2. ATµ £/Z. A. \:f: Pll€.5£ NTl'\-Tl.,N <0F 1r1 f:. c,r; 1-1 1> rrc., "':; -rµ AT J;.XlfT IN1'f+e'f'l£'l-l> A FTfi ii. toNSTll.vCTI - ~ AS' '!j£ EN ('.OM I'(£ T&D 0 N.T.S. ,, A!'. ~U(l..1'" E)<P. / GRADING PLAN PREPARED UNDER THE SUPERVISION OF TAIT & ASSOCIATES, INC. J"'CCBVANDERvlS R.C.E. 46301 ' . SEAL i---t----t-----------t----t--+--+---11 SH;ET I CITY OF CARLSBAD I SH~ETS 1 ~=:::::'..'==:::'E":N:::G'::IN::E::E":R'::IN:::G::::D:::E:::P:::A:::RT::::M::E:::N:::T===--'====: GRADING PLAN FOR: APPROVED NEW AM/PM FACILITY to6525 810 TAMARACK AVB'M: CAFl..8BAD. CAI.FORNIA BY: LLOYD HUBBS 6'Y . '.OERGROUND SER"1CE ALERT 1-800-422-4133 For Under<;iround locating 2 Working Do;,11 before You Dig FOR ANY DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. IF THE CONTRACTOR ENCOUNTERS ANY DISCREPANCIES, CONFLICTS OR AREAS WHICH HE FEELS UNWORKABLE, HE SHALL NOTIFY THE GRADING ENGINEER IMMEDIATELY PRIOR TO CONTINUING OR DEV1ATING FROM THE GRADING PLAN. LOCATION: NORTHERLY BCR OF NORTHWEST CORNER INTERSECTION TAMARACK AVENUE AND JEFFERSON STREET, SHOWN AS STATION 10+85.27 ON CITY OF CARLSBAD ENGINEERING PROJECT NO. 3203 (DWG. 321-6 DATED 4/27 /94). ELEVATION: 60.94 FEET DATUM: CITY OF CARLSBAD 4 ~ ASSOCLA TIES ~NC. <o-~-o. ~ DWN BY: ~~,....,........,.......~.c,!r~la, 3889 EXPIRES 12 31 05 DAfE 701 N. PARKCENTER DRIVE, SANTA ANA, CA 92705 TEL. (714) 560-8200 FAX. (714) 560-8211 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE I ITL'J.. CITY APPROVAL CHKD BY:..Mc_ RVWD BY:~ PROJECT NO. CUP01-19 DRAWING NO. 408-9A 080103 082203 0 ~ w G) a ,1::1.. ""'O 0) I (0 )> IMPORTANT NOTICE "' ~ :x: c., z w "' Section 4-216/4217 of the Government Code requir..,$ o Dig Alert identificotion Nurn\H1r bv ;,.euvd before a Permit to ExcoYOte will be 11alid For your Dlg Alert ID Number C1JII 1JNDERGROUND SERVICE ALERT 1-800-422-4133 F1Jr Underground Locating 2 Wcrl<.lng Oo)'la before YO\i Dig (/) 0 (/) n:: LLJ u_ u_ LLJ J SEWER MH (60.45 RIM) (53.50 INV) 00 N z CA RO L P L A C E (SANDRA PLACE) .. ·_c:=,__ _____ l N 61•20•15'' ·· E;··· 130:tlO' -·· · · ~ · , ~~;oo· ~~;;~=~=========~=~=~===R::1::1\♦'.:':, ~~ \ ~~ ....J ~ ll , -~~ I I I • I<") ~ ! ~I ;;: ~ ?JI··· OCl ; N' zl; ,~· i '-. (J1 ~ CAR WASH INV59.75 . . INV60.0 ARCO POC FF•6♦.30 CONNECT CAR WASH TRENCH DRAINS TO CLARIFIER SYSTEM 123 LF @ 1.5% . . . .. ----!!!!I -------!!Ill Illa • • • • • • CD "-_J LO N <D ~ LO ~ Ill @!~ u.. • _J LO N <D INV56.97 I a,J N. 59.79 1. I .,, ' l IIN 57.91 0, . <D II ..,: ,.... II 11: LO II I~--•· r, ~ z I :1 .. I INV 56.4 CD. ~ R=2051.00' 0 L=130.09' .6=3'38'03'' ~ LO ;/ Ill ~• . ro ... 5 EXIST. LATER~ PER RECORD PLANS VERIFY JOIN ( 55.6) 7 6"S 6"S if "-5' ' "' ENGINEERS NOTE TO CONTRACTOR: THEJXISTENCE AND LOCATION OF ANY UNDERGROUND UllllllES, PIPES, AND OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF VAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION OF THOSE UNDERGROUND UTILITIES TO BE USED AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. IF THE CONTRACTOR ENCOUNTERS ANY DISCREPANCIES, CONFLICTS OR AREAS 111-1\CH HE FEELS UNWORKABLE, HE SHALL NOTIFY THE GRADING ENGINEER IMMEDIATELY PRIOR TO CONTINUING OR DEVIATING FROM THE GRADING PLAN. TAMARA BENCH MARK: DESCRIPTION: TOP CURB CK A Cf LOCATION: NORTHERLY BCR OF NORTHWEST CORNER INTERSECTION TAMARACK AVENUE AND JEFFERSON STREET, SHOWN AS STATION 10+85.27 ON CITY OF CARLSBAD ENGINEERING PROJECT NO. 3203 (DWG. 321-6 DATED 4/27/94). ELEVATION: 60.94 FEET OATUM1 CITY OF CARLSBAD V E. 't: R 'w i ( IN FEET ) 1 INCH -20 FEET N01E: "THI.S IS. N0T A- C.EltTlFIC.l+ilG ,-..1 BvT I<-ATt-1 e 1Z-~ 1!£f)Rf.S ENTl'r-TION OF T!-+E U!H DIT\6'N~TJ,l,A.T El<-1 ST I N n+E.. F'I E:LD j(\-Pn; R.. CJ9N.ST1tL'CTla'-I fl.A-~ ~EEl'I c~~le'ff P. lLJw xv. I I ' 4··'""' & ASSOC!A TES !NCO 701 N. PARKCENTER DRIVE, SANTA ANA, CA 92705 DATE INITIAL TEL. (714) 560 8200 FAX. (714) 560 B211 ENGINEER OF WORK • ..... I 'I .... ,-. A ,-, ,-,. r, ,-, A ,..,... /el '!) .... --w- --s-- SAND/GRIT SEPARATOR SEWER CLEAN-OUT WATER METER BACKFLOW PREVENTION DEVICE (BFP) WATER LINE SEWER LINE UTILITY CONSTRUCTION NOTES 0 @ CONSTRUCT 1" IRRIGATION METER AND SERVICE PER C.t.\\.LP CONSTRUCT BACKFL.OW PREVENTION DEVICE PER CIA 1.10 STD. DWG. W-3 STD. DWG. 1,,.1-2.o @ © CONSTRUCT 2" WA 1ER METER AND SERVICE CONNECTION W/ BFP PER C-MW0 CONSTRUCT 2" TYPE K COPPER WATER LINE sm. DWG. W-L-1. ~ ~Ct!O*~lSSTT!R,11:1:1,S'riT➔S"-" -!=P'-',',IE'S....SSEE'INl'IE:'!RHL+l-lt+EIE=--c; 1 r r s r,,,;v.(7,1/f 17 7 © CONSTRUCT SEWER CLEANOUT PER SMI 91[60 el~CIOMAI. sm. DWG. s-yr. 0 SAND/GRIT SEPARATOR PER ARCHITECTURAL PLUMBING PLANS. @ CONNECT TO EXISTING SEWER LATERAL. © CONSTRUCT 4" PVC SEWER LINE ~ REMOVE AND CAP El(ISTitJS SEWER AT Tl IE PROPERTY LINE ® REMOVE EXISTING WATER SERVICE AND RETURN METER PER WATER DEPARTMENT STANDARDS. @ RECLAIM SYSTEM PIC:R ARCHITECTURAL PLUMBING PLANS. NOTE: WATER SERVICE TRENCHING TO BE RESTORED PER SDRSD STD G-34 TYPE C. 1'· As BUl(.;f'' UTILITY PLAN ;' I PREPARED UNDER THE SUPERVISION OF TAIT & ASSOCIATES, INC. ' \ J 'i ' s/11J,-=, ,A,--C.ti ~ Ii~' ! ? Rt£ 4b 'l,,,p[ EY.P l'!p1,b6 D,'fre. [,.1 RE.VlE.WE I? ~y; .y /z c;,/4-r-Us· I, $ -1 ➔ ~.../4 I* ,, ,_ .. ' .JA.COB VANDERVIS R.C.E. 46301 ~N5PEt.iOtt t,11,if / SEAL I SH!ET I CITY OF CARLSBAD I SH~SI ENGINEERING DEPARTMENT GRADING PLAN FOR: NEW AM/PM FACILITY 106525 810 TAMARACK AVEMJE CAfLBB.0,0, CALFOINA APPROVED BY: LLOYD HUBBS u, ,/,., ..d ----6' .•• ~ ~..;?~ '.'J CITY ENGINE'ER RC~23889 EXPIRES 12/31 / DAE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY:~ REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAi. CUP01-19 408-9A RVWD BY: 080103 0 :e .i::,.G) a .i:. --.a 0 00 I co )> (/) 0 (/) Ct: l!.I Li.. Li.. l!.I J STA. 13+40.14 =CAROL PL. STA. 10+00.00 5.21' >-<I/ 0 / 0 C A R ro 0 L P L A (SANDRA L12 L 11 ;.... ~ "'' PLACE) 0 0 ci "' 0 0 "' "' ... ..; ~ 0 0 oci 5.30' 2.86' · 0 24.46' ::; ;;J C E 23.50'-..;,,c......-5t----\-lF::-::-i:.H::-:c;:J-,----t-----80.00' ---,....,.,,------1:rt--1 S A. 12+63.53 N a °' "' 00 N z S A. 11+87 72 Ii:_ 40' DWY SA. 23.50' e' S A. 10+89.20 6"S a. 0 > ' ro ;£11 in Q :o ro ro N Q z () ,, ~ .. Q ~r D ;:;::Q -c; 21.3 1®: I itml '""'' : l ',- 1 I I ,....1-1 ' L : @: I I 1 __ .) 22.00' ;.... <D <D 4.95,'--' -1---lf-~ 1~ 0 0 ARCO <D "' FF•64,30 ;.... <D ;.... <D (j 0 "' 0 N ~ _J ol _J 0. a, L6 !l' bl • !~ (j a, ~ o· Q 24.46' 'j '.'.] 13.86' . 'ltt7'C'.~sF.:L 1~0'-o,_, L4 0"' C11 10 10.67' N 'j 34.17' 9.00 TYP. . . !Jg~ N 0 ID -~ ID @__ 31.00' ---imr---1 ~ TYP. TYP. • • • 0 • • "' o· :1 i1 d: i---40.00'+----i--------73.20'-------i1 81 ~ CD CD e,\1 o· 0 °' ~ "' _J ~ L20 1 L17 I L1~ ~--· ,,. ('~"'-"""""':;,} -=== c>-~ ~---~,.,-0 . I 0 Lt) ~, ~ I) 0 0 0 0 (1 0 ;~=--"""'---=~:~-~ ~ ~ g :-....i:e.u~~!VF-.~~~.~-~~=~-~'8 <Cf~:M>Cl!i..i;b ... 2==> ~-. 0 "" ... a : ,C;) .. .. l=130.09' "' 'F-=-!:.-52~~ fl " .. ·.ci. •. Ll.=3"38'03" ~~~jf,5fi2...~.,c,.....;:__,,~ ,•Y•'-"'•·••'•·•·•····.f=:=~·:!i:,,~~-·-~'.':-~---~·.' --~••.· . <D oci 60.0Q' "' " + 0 aJ 0 0 0, 0 0 " ~ ..; ..; + <f. <D "' -c:, f---(/) 0 :s <D (/) "" STA. 10+00.00 TAMARACK A Cf V £. LEGEND STABILIZED CONSTRUCTION ENTRANCE IZI SUGGESTED STOCKPILE LOCATION. (CONTRACTOR TO LOCATE AS NECESSARY) INDICATES DOUBLE COURSE GRA VELBAG HEIGHT. ( IN FEET ) 1 INCH -20 FEET SD COUNTY EMERGENCY EROSION CONTROL MEASURES NOTES 1. ALL BUILDING PADS TO BE DIKED AND THE DIKES MAINTAINED TO PREVENT WATER FROM FLOWING FROM THE PAD UNTIL THE STREETS AND DRIVEWAYS ARE PAVED AND WATER CAN FLOW FROM THE PADS WITHOUT CAUSING EROSION, OR CONSTRUCT DRAINAGE FACILITIES TO THE SATISFACTION OF THE COUNTY DEPARTMENT OF PUBLIC WORKS THAT WILL ALLOW WATER TO DRAIN FROM THE PAO WITHOUT CAUSING EROSION. 2. TOPS OF ALL SLOPES TO BE DIKED OR TRENCHED TO PREVENT WATER FROM FLOWING OVER THE CREST OF SLOPES. 3. MANUFACTURED SLOPES AND PADS SHALL BE ROUNDED VERTICAL:L Y AND HORIZONTALLY AS APPROPRIATE TO BLEND WITH THE SURROUNDING TOPOGRAPHY. 4. AS SOON AS CUTS OR EMBANKMENTS ARE COMPLETED, BUT NOT LATER THAN OCTOBER 1, All CUT AND FILL SLOPES SHALL BE STABILIZED WITH A HYDROMULCH MIXTURE OR AN EQUAL TREATMENT APPROVED BY THE COUNTY DEPARTMENT OF PUBLIC WORKS. BETWEEN OCTOBER 1 AND APRIL 15 APPROVED SLOPE PROTECTION MEASURES SHALL PROCEED IMMEDIATELY BEHIND EXPOSURE OF CUT SLOPES AND/OR THE CREATION OF EMBANKMENT SLOPES. 5. CATCH BASINS, DESILTING BASINS AND STORM DRAIN SYSTEM SHALL BE INSTALLED TO THE SATISFACTION OF THE COUNTY DEPARTMENT OF PUBLIC WORKS. 6. SAND BAG CHECK DAMS TO BE PLACED IN A MANNER APPROVED BY THE COUNTY DEPARTMENT OF PUBLIC WORKS IN UNPAVED STREETS WITH GRADIENTS IN EXCESS OF 2% AND ON OR IN OTHER GRADED OR EXCAVATED AREAS AS REQUIRED BY THE COUNTY DEPARTMENT OF PUBLIC WORKS. 7. THE DEVELOPER TO MAINTAIN THE PLANTING AND EROSION CONTROL MEASURES DESCRIBED ABOVE UNTIL RELIEVED OF SAME BY THE COUNTY DEPARTMENT OF PUBLIC WORKS. THE DEVELOPER TO REMOVE ALL SOIL INTERCEPTED BY THE SANDBAGS, CATCH BASINS AND DESIL TING BASINS AND KEEP THESE FACILITIES CLEAN AND FREE OF SILT AND SAND AND SHALL REPAIR ANY ERODED SLOPES AS DIRECTED BY THE COUNTY DEPARTMENT OF PUBLIC WORKS. GRAVELBAGS STACKED TWO HIGH TO FORM WEIR WRAP GRATE WITH FILTER FABRIC 12" MIN 2 BAGS) TYP. ELEVA ON DETAIL OF GRAVEL BAGS AT GRATE INLETS N.T.S. NOTE: EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED,CONTACT (PHONE NUMBER) AT 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILIED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY . 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT ( 40%). Sil T AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATIDN OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. NPDES / swee NOTES 1. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DDES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OF MATERIAL OTHER THAN STORM WATER ARE ALLOWED ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO NOT: CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD: CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE: OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR PARTS 117 & 302. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS: WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS: ASBESTOS, FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS: FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS: FERTILIZES, VEHICLE/EQUIPMENT WASH WATER AND CONCRETE WASH WATER: CONCRETE, DETERGENT OR FLOATABLE WASTES: WASTES FROM ANY ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DECREASING: AND SUPERCHLORINATED POTABLE WATER LINE FLUSH IN GS. DURING CONSTRUCTION DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON SITE, PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUN-OFF, WITH UL TI MATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. 2. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED, DEWATERING OF NON-CONTAMINATED GROUNDWATER REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTI\/E STATE REGIONAL WATER QUALITY CONTROL BOARD. 3. CONTRACTOR IS RESPONSIBLE TO DOCUMENT SWWPP BMP'S ON THE EROSION CONTROL PLAN OR AS WRITTEN ADDENDUMS. EROSION CONTROL BAGS NOTE MATERIAL FOR GRAVEL BAGS SHALL CONFORM TO THE REQUIREMENTS FOR TEST GRADE C MATERIAL AS DEFINED IN THE LATEST EDITION OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, PART 2. THIS I!> NOT A CETTlf"ll.AT"ION ~'-'• tATI-IE12. .It 1?.E'Pf2.E5E'Nl' A-TION OF Tl4E WNDITIOIJ.S Tl-I-A, EX'!.ST" IN T~E f16LD &mo~o 0 o0 o~~ ''AS BVILT" ·-··· EROSION CONTROL PLAN COARSE QO~ aoOoo I\FT£e. c.oN.STf.Vl.Tlo-'l i-1/t\S' f3ESN t!!>MPLE%P 3/4" GRAV GEO TEXTILE EL UNDER LINER ~ 0 ,r:$,cf{;o'rm trr~ 0~ -~~ ~ PREPARED UNDER THE SUPERVISION OF kwd,, £!~-TAIT & ASSOCIATES, INC. e/4 3kr: ' '].,\) CONSTRUCTION CAL TRANS STORM W ENTRANCE/OUTLET TIRE WASH PER ATER QUALITY HANDBOOKS STD. TC-3 N.T.S. / .• 'RtE ~22.l REYIE.WE.O e,y: } j I ~ A.// ,,,c· &ld'.lP INS P£tT0[2.. I t 8(P!L/1,/ore. :PATE C t (l .I~ / / _,· ~~ <?/..'t.((" r /' / _, DATE. ,JAQOB VANDERVIS R. C. E. 46301 / SEAL I SH;ET I CITY OF CARLSBAD I SH~ETS I IMPORTANT NOTICE Section 4216/4217 of the Government Code requirvr:1 o Dig Alert identification Number be Issued before a Pennit to Excovcto will b,e l".:llid For yovr Dlg Alert ID Numoer Call UNDERGROUND SERVICE ALERT 1-800-422-4133 FQr Underciround LOC<Jtlng 2 Workin,;i Doys before You Dfg ENGINEERS NOTE TO CONTRACTOR: THEJXISTENCE AND LOCATION OF ANY UNDERGROUND UTILJTIES, PIPES, AND OR STRUC1\JRES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF VAILABLE RECORDS. TO THE BEST OF OUR KNOWl..£DGE, THERE ARE NO EXISTING UTIUTIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION! OF THOSE UNDERGROUND UTILITIES TO BE USEO ANO SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. IF THE CONTRACTOR ENCOUNTERS ANY DISCREPANCIES, CONFLICTS OR AREAS WHICH HE FEELS UNWORKABLE, HE SHALL NOTIFY THE GRADING ENGINEER IMMEDIAffiY PRIOR TO CONTINUING OR DEVIATING FROM THE GRADING PLAN. BENCH MARK: DESCRIPTION: TOP CURB LOCATION: NORTHERLY BCR OF NORTHWEST CORNER INTERSECTION TAMARACK AVENUE AND JEFFERSON STREET, SHOWN AS STATION 10+85.27 ON CITY OF CARLSBAD ENGINEERING PROJECT NO. 3203 (DWG. 321-6 DATED 4/27 /94). ELEVATION: 60.94 FEET DATUM: CITY OF CARLSBAD J JM (v I I 11,fl I ' i ,z,fi ~ ASS~CIA TIE§ INC. 701 N. PARKCENTER DRIVE, SANTA ANA, CA 92705 TEL. (714) 560 8200 FAX. (714) 560 8211 ENGINEERING DEPARTMENT GRADING PLAN FOR: NEW AM/PM FACILITY 106525 810 T AMAflACK AI/ENJE CAFL88AO,CALFOFNA APPROVED BY: LLOYD HUBBS or /,) ./ "'. --. •_/ ~(;t:, CITY ENGINEER' RCE"""13889 EXPIRES 12/31 /0 DA E OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAi. CHKD BY: ~ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: :!WC., CUP01-19 408-9A 080103 0 ~ OI G') s. ,S:a,, -...io 00 I (0 )> C/L R/W tJ j 18.00' 12.00' ~~1-----i----' ' ' a (9.40') I I 2.0,i 2.0,: 1 FF =64.35ft 30.00' 34.83' 40.00' , 3.17', 13.00' , 17.76' ARCO 9.17' , 153,53' ~ ~ ••·~l~.M~~~-....,.M~A~Xd.f--"°".":--'.'-------l:-=:M~A~X~.""'r.\ <) ll .,;_' IIA,t 1.4" '<_ '\. / )~t.1... .. _..::v::A::::Rl::ES~--,~VEAR'.'.:IES:=.,...,,;;,;;;' ~m-~ _ J:o'.'L ¢ 1..4~:1+-'M~A.,_·M kc~ ~K P) 6' CURB~--(P) 4' P.C.C. SDEWAI.K , ' . .a,:., J -fr:==' (P) 6' CURB (P) A.C. PA\mNT_/ • - I ) (P) DRIVE St.AB (E) A.C. ,AlfMOO / CURB ! GUTI!R (P AC (Q CURB & GUTI!R_/ (P) SCREEN WALL CROSS-SECTION (E) Sll£W.U L (P) CURB N. T.S. (P) TANK St.AB A-A C/L R/W 34.00' 43.50' 80.00' 4.5' 5.0' 12.0' 5.0' I-SIGN 2411 12" X 18" PLASTIC VALVE BOX --j~q;LJ:i.. CONTROL HANDLE -CONTROL ROD -PVC RISER PIPE ()--PVC BALL VALVE (THREADED CONNCECTION) -F\111. ...... 14" MIN. OONTAIIINT Plf, fflPOSE CROSS-SECTION 8-8 N.T.S. 14" X 8" X 0. 08 ALUMINUM "EMERGENCY SPILL" SIGN. BOLT TO STEEL TUBE W/ 3/B" CADIUM PLATED BOLTS, NUTS & WASHERS ~1-4-1/4" _., --1/4" 1-1/2" R"- r-=====~ m" MfTFUEl.SPILtt •OCCIIDMU mH"""""""iiiiia~ I STAIE a LOCAL ..., VALW: TO RDU.lt QD5fJI 2" SCH 40 GALVANIZED STEEL v----~-PROVIDE WELDED WATERTIGHT CAP. z :::. ' <XJ EMERGENCY FUEL SPILL CONTAINMENT PIT. DISPOSE OF ANY FUEL SPILL IN ACCORDANCE 'MTH FEDERAL. STATE & LOCAL ORDINANCE. VALl/c. TO REMAIN CLOSED COLORS BORDER & LEGEND-BLACK (NON-REFl,.ECTIVE) BACKGROUND-WHITE (REFLECllVE) @) "EMERGENCY SPILL" SIGN N. T.S. 'b ,,; R/W VARIES R/W 63.9' (VARIES) .,,_ -,,.c:.. :' \ I 6" CURS Areo=C.89 Sq. Ft. NOTES 1. Concrete shall be 520-C-250D, 2. See Stondord Drawing G-10 !er joint details. ~-Slope top ol <:·Jrb 1/4" per fool loword streel B" CJRB Areo=l ,09 Sq. n. -1 1/2" e);cept 11here-elevotions shown indicote o1berwise GUTTER LEGEND ON PLANS 6" curt:, Revis:on 8~'Approve<:I !Dote SAN DIEGO REGIONAL STANDARD DRAWING R€C<NMrNOEtl 8Y THI: !!lilt DlEOO RECIONAC SIANOAROS CC+AMffTU ORI"''""' I Ke-A~ va112/J0 _. _____ _ I ____ I_~ J_ :URBS AND GUTTER -SEPP,RAlI CRA\111NG f<UMBER NOTE.: G-1 TMIS IS NC9T A C::.EoRTl F'\C,l!\jl ON su, (ZA,1-1-6 iZ-A {<..E, Pil.G .S 'ENT P,. T! DN C?F'.TH E: C<SJNDITIODNS Ti-1-4 r t:=111$ TIN n-.e:. Fl 6LJ> AFTE-tt C. «:) /,LS 'T R, v' l-Tl "N \.\tt,5" Bf:~N c'tif'A~E-T€i7. NOTES ~~--~AREA lY:)E I w SO. FT. G 124" 1.3<, H !30" 1.61 "' with 6" Curb Foce 1. Concrete sholl be 520-C-2500. 2. See Standard Ornwing G-10 for joint details. 3. Slope tap of curb 1/4n oer foot tow<;1rd strt:el. Reisioo B ADor-011ed IDate I SAN DIEGO REGIONAL STANDARC DRAWING r1R1r1NAL r~hev<J h2J7_._i LEGrno ON ?L.ANS RE,;:ol,IMENt£tl BY lHE SAN DIEGD ~tGlol'VJ. 5TmD,l,RDS COl.l,IITTEE f--+-l---,-' CURB AND CUTTER -cmABINEJ '"'''~-,u. "'" .,.. C. ---~~-~----.L' --------------'----'l"'lt:e~ER='-NG __ G_-_2 _j DETAIL SHEET fsHEEil CITY OF CARLSBAD I SH~ETS I ~====~~===~~==============================~====:====:====~~===~ ~ ENGINEERING DEPARTMENT i------1i----i----------------t-----+--+-----1f-----1 GRADING PLAN FOR: .,,,x _,--, ~ ASSOCIATES INC. 701 N. PARKCENTER DRIVE, SANTA ANA, CA 92705 t--""o,,;"'JE::-;-,1N""1TIAL=-i-------------------1-DA--:JE,-,-+-I-NlllA-L-+-D-A-JE-+-IN_ITIAL_-t TEL (714) 560-8200 FAX. (714) 560-8211 ENGINEER OF WORK REVISION DESCRIPTION OTHER N'PROVAL CllY APPROVAL NEW AM/PM PACIUTY 106525 810 T,lllARACK AYENJE CAA..SBAD, CALFOfMA APPROVED BY:LLOYD HUBBS •r 4 -{ « n-4, t,.-e.---d_e: ·.t.: i:e,I., z1,,, 7 CITY ENGINEER" RCEl:i#s89 EXPIRES 12/31 /05 DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY:~ CUP01-19 408-9A RVWD BY:~ AR1219GPR.clwo 5-20-03 5143:38 oM EST 080103 O') 0 ...., ....., C :E G') .,::.. 0 00 I (0 )> ' ' ! I ' ' ' ' ' ; ! ' • 4• f-i1 •. 3· ~ S ,IW rrar I ,,. I I ,,. I TYPE A lYPE B Height 6", 8", or 6• 9" as indicated H~ ;.. 1-£-1 ~~ ....L,~~-, I 2H + e• I -i-1 ,. I TYPE C 1YPE D . ,·-a· -I R•1'' . 1 I R=I" ~· R=1•~ R=1"~7= .......L Levtt Lint T1 · ,·-•· J,T I t-2· . 1T N "<t 1· !~ TYF'E E TYF'E F MO!.!f::!TAe! E CIISES APPROX. DIKE QUANTITIES Slope end of dike 1:1 TYPE TONS/LIN. FT. when not joining ~ other improvements A 0.0250 8 0.0375 c-s· 0.0375 ALL TIPES -·s1DE VIEW c-e· 0.0583 C-9" 0.0702 NOTES D 0.0062 1. Dike is to be ploced on a 2" cf A.C .• rood E 0.0407 surfacing, extending throu9hout th width of tlie dike. F 0.062:l 2, AR-8000 grade osphc:ili: to be used for all dikes. 3. A.C. 'dikes may be shoped ond compacted with on extrus_lon moehine or: other equipment capable of sh<Jping ond <:ompoctin9 the moler1al to the requited cross section. -8 -DOte RttCNW!HIC 811 TH! SNt DlfGD Rf,QONAL $Tol/'ICIAAOS CCIMMrTSU: SAN DIEGO REGIONAL STANDARD DRAWING ORIGIN"' Kerchevfll ,~, DIKES -ASPHALT CONCRETE °'°"" ...... R.c.t. 19248 ll'aM #4 0 l" C.C: L Elel, shown on plon:s 14 lloNi conliRU®s >nctior Oimensions sho•ri -OIi plans Pl.AN r-· f-1 0 3• c.c, Monhole frame or.d cover, su, ~ M-2 ~ ~"j• C.C. total 4 Seo Anchor twetGJI DRA\\ING G-5 NUM&R .J_ ,., May be open chennei ,., t.._. --I wl-,i;j;J SECTION A-A NOTES 1. Concrete smll be 560--¢-32!10 2. O=irlslde diameter of pipe or tJeptti ot chonnel 3, Se;Uon to !a sloped loteroll)' Wrt/1 top contormirlg ta the gt"oaes ot the b:ist;,ig sidewo!k oml ~ 4. Uonhole frame and ca,,er may be deleted wi111 open dmm~ 5. Trow~-!" finish lop wrfoct-,;ind rep,oc!uee m,;:uidngs of cidsting sidewalk a,iJ curb. 6. Trc111! finish fkxir of OL1llel. For ,~tion th~ugh e,;isting curb-&islin9 C11tler For ,oil new t':Mfflvdfo11- Uoo0rrthic Gutt«. 2 1/2" X :tx f/+" JC 4'-0" Ga~iud S1eill Mgill ANCHOR DEJ,>JL .LECEND ON Pl.ANS CURB OUTLET -TYPE A Chclrll-R.c.E. 1&246 ""ooo ORA~NG NUM8£R 0-25 I vm I Width as sllown OIi p!On If•· ·'"'\.I l '112·•~· _,;4• • r-~ w IS""' ,.' ,· ::. .,,..._ -1 ~ :.:..:;;:.1 : .. · ... I W.,,obne(I Pbte Johltj I r-----J ~ I I L___ I . -------J NON-CONTIGUOUS Width os $1\0wrt on p!ar1 ,..... 1/~ R 1/4-per ft, I 1/2" •--..__ --7 ... " ; ... , ... ·.·., r 4; ...... t:..· · •,t------,-:,"11·~~~ I _.,".':'.'?~ .. r ..,. ........ , r-----__;' r ,~ ..... ,_,,,.J I r L_ ---I ------J CONTIGUOUS NOTES I. Cona'ett ska~ bl Sl0-<•2SOO. lllND ON~ 2. SOI: Sl1nard ~ G-9 ft (HO for jflint a.iail!. ~"'5! l'f¢@t Re-.ision B A "" Dote RECOlillill!Ntlt! IIY "!'Ht W 01!'.CO SAN DIEGO REGIONAL STANDARD DRAWING Ft(Cl(,IHAI, stAADAAO!ii 001i1M111& ORIGtNAL "'""-'' 5 SIDEWALK -TYPICAL SECTIONS ~"" R.t.E. 1112"'6 "o;i;"" DRAWING G-7 NUMBER SidewoJk euts per Std. Dwg. G-11 8 4 ------,:_-- '-+------------------1 NOTES .!i e , u Optional breoll line for euts in e:i:isling curb ond 9111ter. A.-.J PLAN SECTION ?W:;\ lo be finished II with curt>. SECTION 8-8 APPRO\/ED ORAIK PIP£ SIZES 3' 6" to 8" CURB FACE 4" a• CURB FACE •• 10" CURB Ff.Cf. 1, ~ s/WI be mi~ to11tinuous length frtlJn property !ine to Clllb llna. 1 Mllltiplo pfpn to bo set 1/1 minim~ll'I c!ist~Mte cl D/2 ~port. :I'. C&nct(!le shaH be 520-C-2500 4, Pipe shoU ~ cimdor Jll'bcst.g;s "'"""1t, CQst itcn or rigid p!Gslic. SIDEWALK UNDERDRAIN PIPE Gutter ~ s SECT!ON. A-A ~~in~~n~~ ~upy BLOCK CORNER DRA~NG NuM!IER D-27 R/W 2: 1 Transition NOTES PLAN / Drivfflly Cwb ()pM)ng / \ Bottom of Curb A.TION ' . \ Ed911 of \ 5 ljr F!esidentiol 5 1/2" ~omme ' nnoJ Ri~ f se:cnoN · 12" R (typ.) t/2~R be ploced until forms ond 1-ubgrade ore in~ d by t.he Agency. /be 520-C-2500. \ Drowfngs C-15 and G-18 fCI" width ond loeotion ~ · emarrts 4. Orive-,,,oy p to extend to 1 0 1~ from eurb face or to pNl~ 1 whichever is less. (F <x>mmen::lol· diivewoys 011ly) . '\ 5. Sl!Jle dard Orowir19s G-2 ond G-10 tor curb ond joint details. Dote SAN OfEGO REGIONAL STANOARO DRAWING END@ av '111E llAH DIEGO "' NOYES CONCRETE (Contiguous DRIVEWAY Sidewalk) MoAho!e rrame ond Cat/er. See note J. "' DRAlll!G NUM8£R 1 __ _;tc:-:!!D"_-~/1-----Blind Range with t-"' tomper-proof !)alts Ne11t Trench S!<lndofd Manhole Risl!I' Flllnge &: Flange ~~-same sbe as main Flonge & Spigot a• Min ,---Doublt Cleon-out to be symmelricol <:!bout a.is Wye (Bell-Spigot-BeK) 470-C-2000 ConcreW 1. Similar polyvinyl ~loride r;ompanents tTlQ)' be IJ$ed in occordo~ •itb AS.lit Stondl:l'!l Spe,:ificotio/1 D-3033. 2. Concrete" filob ~ll be SGO-C-3250 cr,ncrete. 3.Ust he<l\y duly manhole frcme Gild cover, Sto11dord Ormi,if'lg ij-;-1, in o~ s~bjeet to·v~ieulor traffic: use ligllt dut)I m!IM01e frame and cover, Standard Oml-lllQ M-2, 111 oU lllhe ~foms. LEGEND ON PLANS ·--0-co. Revision 8 A oved Dote ORl(!;!Nll. . D. Soi,:,moti 7 /71 SAN DIEGO REGIONAL STANDARD DRAWING- ~om l!Y "IH! $AH r,tti;o . . . CLEANOUT -SE\l'ER FORCE MAIN Monohlhic curb if specified t:11 required TrlHlliitioh area Foce of Curb Li9 of Cutter TABLE A X V , CT CURB RAMP '¥.!~lr SIO~f 1LOP =· PlAN -lW£ A t.1onallU,ir; m if HBGHT ,:;1 10:1 specified or required 4' Min. 1· o·-s· 1'-6" 2· 1·-s· ,·-s· 3• 2'-6" 2'-1" 4• 3'-6" 2·-, 1" 5" 4'-6" 3'-9" •• 5'-6" -4'-7" 7" 6'-6'" 4'-7" a· 7'-6" 4'-7" See Twe B o·-o· o·-o· o·-o· 0'-0" o·-o· o·-o· ,·-o· 2'-0" F«ti of Cur1> 12" widt border with 1/4" grooves opprox. 3/4" o.c. Sea Type A - l..A PLAN ' o;:.:• R Trvn:iilion oreo <ip af eutb ... ~.• -~··· .· .' .. ·,.,· .... ELEVATION TYPE B y 12 r6% mcncimum gutter Clpron nklpe Ill romp opening NOTE SECTION A-A '-See O&tar.1 8 Std. Dwg. G-32 See SWndofd Crowing G-.32 for ~erol note&. _Revision B cved Date SAN DIEGO REGIONAL STANDARD DRAWING RECCUNENDm SY 1ll1" SAN OIECO lt£Gfflld. ST,v0.W)S llDMlllntt ORIGINAL Mll'lllll«n4 Wotu Muin CURB RAMP -TYPES A and 8 (New Construction) Top of curb 1)1" NOTE . Silver Soldered Joints· ITIIIY be vs.d approved by the Agency. finisl'I g~e "~---'..Y...,,.~-~-,-, ---.~ _\',' -•. -.,t.,,'--,c-+-r., (D Bron:e SerYict Clomp ~ strap). On steel mains use cla ooupli119 as required ~ • !Mtall ilhatillg bmhi'ng CIS @ Bronm COfJIMCIUoll/S (install~ with key' OIi sldt ond op.-, k:ip}. @ CDfJIW rub~,flr losllc Pipe eicept whn otherwise s,pedfied by © ...... ✓ .,_ ............. ,, . .,,.,,., ....... ®•~ "/ @ Bru,J,. gle Semce Stop lrith l.ockilg DM:e ond Odaptcble to 1-1/2a er Flonge. (!) j.(., Box (~ Stond<lrd Drawing W-15 for IQCall~}. /1 \I AS ./ ,I SAN DI 00 REGIONAL STANDARD DRAWING 0 P.V.C. Sch. 80 Short Nipple finished Gn:lcle - -/'"'"'""" NOTES 1. Ala.ospherie VOC\lllffl b Q/(Jlfinlwheacl$t:4-.t ,_,. 2. Close l'dpphll abal 3. All 1iltklgt. i'ld 4. Teflon ~ 3/4" S.roruseon~2 /' ' t SAN DIEGO REGIONAL STANDARD· DRAWING flt()gMWICJeD BY 8ACKFLOW PREVENTER ATMOSPHERIC VACUUM BREAKER ( 2" & SMALLER ) Reduced Pressure Ptinciple Boekftow Oevice ---~ · 1 Shut-Off Valve,---~ #2 Shut-Off Valve ...,_. _,....---~-Mpple F.G. ... 1111111~ 90" typ/ / . ' typ. o v,:ilve os ed by ogency gotion only) (See Hate , Piping from me FlOW I / =l'(;tit========-::::i DOD ,m no) NOTES Up¢ lion by O eertlfied bockfHow dl;!'lliee tester. 1. B,:ickflow preventer assembly shall be t~~ed it)6n ; l\s completed by a certified bacldlow Contractor shall provi<le the Engineer WI 'r' tan the Engi~r. tester prior to bo.cktlow preventer ossem r,r occep: 2. All pipe below 9rode shall be wropped~equirecl ~ ege where it wm be, ot 1 • above grade. b :t bov gr u ss instoUed m lawn r 3. Concrete pod to e ~ ~ k wide . (min) (S20-C-slope to drolni. Concrete pod shall be 4 thic o ' . . the lo ition of the "Approved for 4. Reduced Pressure Principle As :,1:~ sholl be5 tdu~~ed by the l of Col1fom10 Deportment ol Service !solotion in Colifomia ~\toter ys ems 1 t1eolth Services, Office of;!n ,tr Wate;"• the baekflow preventer ossem en woltr pressure 5. Regulator may be 1nstol earn a • e-ceeds btlckfkiw prtve osaembly roting. 6. Wys stroiner ond do syeom regulator, when required, !ihol! be located d shut off votve. , ' . · , 11 01 the or bacldlow p11Nenter o88lmbt/ shOU be used ot the disc GSsembly o1 close to met~ as procticol 09 approved by the O<J SAN DIEGO REGIONAL STANDARD DRAWING BACKFLOW PREVENTER REDUCED PRESSUR~ PRINCIPLE ASSEMBLY 2 AND SMAl.ilR IJRA\\\NG NUij8£R cRA~NG s-16 NoTE: '---,-t.-"--'--'-----------~~N~UM=&R---,»1.s I.S,. N4>T ACEl<TIF-1'.14-T'IGN R$VI \./l:D B · E BvT RATHER A f\E Pi<::E.SENffi.TloN ;-; ,/ /:.,t ffe0 S DF rlfE loND1r1~NiTf4f\.1E)(1.)r 1v:N 52 PEt:ToR UA.TE. DETAIL SHEET I NT!+€. Fl ELD A FTbll ~&;l::N~:7:z;!-tl.~UCfl;'.E!~or-14..!.l!.:::,!.;::;.:::,!!:::::!:!..._ _____ .==:;::.!,"'T;_i~1 -1 --1 -'T.~~~::;;'.~:;:;:;;~::=;:::;;:;::;;::;:;;;;~;::~;;:;;;;;:;, 1+4.> l;Gf;N(.(Pl"IP~TeP, 1-_-l---..J------------+---t---t---t---i I SH;ET I CITY OF CARLSBAD I SH~ETS I 1----l---+---------------t---t--t---t--; ;::::=::::.~=:E:::N::Gl::N:::E::ER::l:::NG::::::D::E:::PA::R:::T::::M:::EN:::::T::::::=::....:::=~ 1----l---+---------------t---t--t---t--; GRADING PLAN FOR: NEW AM/PM FACILITY to6525 810 TAMARACK AYEHE CAIUBAD,CAI.F<llNA APPROVED BY: LLOYD HUBBS or 4,/;z/43 3889 EXPIRES 12 31 05 DATE ', &. ASSOC~A TES ~NC,l--+--+--------------t--t---1t---i---i ~D==w~N:;BY;:;.,==::::;';:===PR==o==JE~crc===.No~.=~□~RA~w~1NG~N~o. 701 N. PARKCENTER DRIVE, SANTA ANA, CA 92705 DATE INITIAL REVISION DESCRIPTION ::: APPi= :; APP;::: ~~g ~~!~ CUP01-19 408-9A TEL (714) 560-8200 FAX. (714) 560-8211 ENGINEER OF WORK ARI 219GPR.clwn :i-20-03 5:43:38 DM EST 080103 ..... s, ..... C :E G) ~ 0 00 I co )>