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HomeMy WebLinkAboutDWG 452-9B; CT 06-24; BRESSI RANCH COMMERICAL MAJOR BUILDING B; 01-03GRADING NOTES (IN ADD/110N TO 11-IE REQUIREMENTS 0/j" CHAPTE:R 15.16 OF 11-IE CARLSBAD MUNICIPAL CODE.) 1 1. 77-1/S PLAN SUPERSEDES ALL 011-IER f'LANS PREVIOUSLY APPROVED BY 11-IE CITY OF CARLSBAD REGARDING GRADING SHO'MI ON 11-1/S SET OF PLANS. 2. APPROVAL OF 11-1/S PLAN DOES NOT LESSEN OR WAIVE NlY POR110N OF 11-IE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDtnONAL APPROVAL. CITY STANDARDS OR 011-IER ADD/110NAL DOCUMENTS USTEQ HEREON AS 11-IEY MAY PERTAIN TO 11-1/S PROJECT. 11-IE ENGINEER IN RESPQNSIBLE CHARGE SHALL REVISE 11-IESE PLANS WHEN NON-CONFqRMANCE IS DISCOVQ?ED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE 11-IE DE',f:LOPER OR E:NGINEER-OF- WORK FROM RESPONSIBILITY FOR 11-IE CORREC110N OF ERRORS AND OMISSIONS DISCO~RED DURING CONSTRUC110N. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO 11-IE CITY E:NGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM 11-11 CITY ENGINEER WILL BE REQUIRED FOR ANY • WORK IN 11-IE PUBUC RIGHT . OF WAY. PRIOR TO PERMIT ISSUANCE, A CER11FICA TE OF INSURANCE AS WELL A ADD/110NAL INSURED E:NDORSEMENT MUST BE FILED NAMING 11-IE CITY OF CARLSB('.D AS Ni ADDITIONAL INSURED ON 11-IE PERMITTEE'S POLJCY IN 11-IE MIN/MU/if AMOUNT OF 11,000,000.00 FOR EACH OCCURRANCE OF L/ABIUTY. lliE INSURf COMPANY WRIIJNG llif P<X-/CY MUST HAVE A RA11NG Of "A-" OR BETTER A O A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABUSHEO BY "BESTS" KEY RA 11NG GUIDE. 5. UNLESS EXEMPTED BY SEC110N J01.(b)5 OF 11-IE UNIFORM BUILDING COO[, RETAINING WALLS OUTSIDE OF PUBUC RIGHT OF WAY REQUIRE SEPARATE PERMIT$ FROM 11-lt! BUILDING OEPARTMEftT. 6. NO WORK SHALL BE COMMENCED LJ__f.£TIL ALL PERMITS HAVE BEEN OBTAINED FROM 11-IE CITY mo 011-IER APPROPRIATE Atit.flCIES. 7. APPROVAL OF 11-IESE PLANS BY 11-IE CITY ENGINEER DOES NOT AU11-IORIZE NlY WORK OR GRADING TO BE PERFORMED UN11L 11-IE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE: TO 11-ltSE: PLANS Wl11-IOUT 11-IE WRITTEN APPROVAL OF 11-1[ CITY ENGINEER, NOTED Wl11-I/N 11-IE: RE:VISION BLOCK, ON 11-IE APPROPRIATE SHEl!;T OF 11-IE PLANS AN 11-IE 11TLE SHEET. 9. ORIGINAL DRAWINGS SHALL BE:COME 11-IE PROPERTY OF 11-IE CITY UPON BEING SIGNED BY 11-IE CITY ENGINEER. 10. 11-IE ORIGINAL DRAWING SHALL BE RE:VISED TO REFLECT AS-BUILT CONDITIONS BY 11-IE ENGINEER-OF-WO/fK PRIOR r FINAL ACCEPTANCE OF 11-IE WORK BY 11-IE CITY. 11. ACCESS FOR FIRE NlD 011-IER EMERGENCY VEHICLES SHALL BE MAINTAINED TO 11-IE PROJECT SITE AT ALL 11MES DUR/Nq CONSTRUCTION. 12. WHERE TRENCHES ARE Wl11-IIN CITY EASEMENTS, A SOILS· REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPAC110N CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF 11-IE STA TE OF CALIFORNIA, PRIN(:/PALL Y DOING BUS~ESS IN 11-IE FIELD OF APPLIED SOILS MECHNl/CS. 11-IE SOILS REPORT WIL BE SUBMITTED TO 11-IE CITY £NG/NEERING INSPECTOR Wl11-IIN 00 WORKING DAYS 11-IE COMPLETION OF FIELD TESTS. 1J. A SOILS COMPACTION REPORT mo COMPLIANCE VER/FICA 110N REGARDING ADHERENCE TO RECOMMENDATIONS OU TlJNED IN 11-IE SOILS REPORT IS REQU/RE:O PRIOR TO 11-IE ISSUANCE OF A BU/l.f)ING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER 11-IE DIRECTION OF A PROFESSIONAL ENGINEER OF 11-IE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN 11-IE FIELD OF APPLIED SOILS MECHNl/CS. ALL FILL OR FUTTJRE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE Wl11-I 11-IE CITY OF CARLSBAD STANDARD SPEC/FICA TIONS NlD 11-IE • EAR11-IWORK SPEC/FICA 110NS • A 7TACHEO TO 11-IE PRELIMINARY SOILS /NVES11QA110N. DAILY FIELD COMPACrON REPORTS WILL BE SUBMITTED TO 11-IE PROJECT INSPECTOR. 14. A PRECONS1RUCUON MEfUNG SHALL BE HELD AT lliH QZF PRIOR TD lliE BfGINN/NG Of OORK AND SHALL Rf AUfNDFQ BY All RfPRfSfNTAUVE"S RESPONSIBLE FOR CONSTRUCTIONclJNSPEC110N. SUPERVISION. TES11NG mo ALL 011-IER ASPECTS OF me WRK, 11-IE 1RACTOR SHAU REQUEST A PRECONSTRUCnoN MEETING BY CALl.,ING 11-IE INSPECTION I LINE AT (76D) 4J8-J891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONrTRUCTION. 11-IE CONTRACTOR WILL 11-IEN B( CONTACTED BY 11-11! PROJECT INSPECTOR TO COORDINATE A DA TE mo 11ME FOR 11-IE PRECON$TRUCTION MEETING. APPROVED ORA WINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 11-IE GRADING PE:RMIT WIL BE PROVIDED BY 11-IE PROJECT INSPE:CTOR AT 11-IE MEETING, 15. ~~~~~~~ ON MF: ON 11-IE DAY BEfi RE 11-IE INSPEC110N IS NEEDED. INSP~CTIONS WILL BE MADE 11-IE NV<T WORK OAY UNLESS YOU RE:QUEST 011-IERWISE. REQU[STS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR 00 FULL WORK DAYS LATER. 16. 11-IE OWNER mo/OR APPLJCANT 11-IROUGH 11-IE DEVEl.OPE:R mo/OR CONTRACTOR SHALL DESIGN, CONSTRUCT mo MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOI.El. Y RfSPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE mo FEDERAL SAFETY AND HEAL(H_ STANDARDS, LA~ mo REGULA110NS. 17. 11-IE CONTRACTOR SHALL CONFORM TO 11,BOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO 11-IE CITY ENGINEER!. AND/OR CONCERNED AGENCY SHOWING 11-IE DE$/GN OF SHORING, BRACING SI.OP/NG OR 011-IER PROVISIONS TO BE MADE OF WORKER PROTEC110N FROM 11-IE /fAZARD OF CAVING GROUND DURING 11-IE EXCAVA110N OF SUCH TRENCH OR TRENi;;f,ES OR DURING 11-IE PIPE /NSTALLA.TION 11-IEREIN. 77-1/S Pl.AN MUST BE PREPARED FOR ALL TRE:NCHES FIVE FEET (5') OR MORE IN DEP11-I AND APPROVED BY 11-IE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVA 110N. If 1Hf Pl.AN VARIES [ROI,{ 1Hf SHORING S'r'SZEM STANDARDS ESTABLISHED BY 11-llr CONSTRUC110N SAFETY ORDERS. 11Il,E 8 ~~~WBti &%rJtk7RAA1VE11;/ECWJJdoRSPtfXP&4~~ gg,,f8B';A8fflE BJSH~ EXCAVA T/ON PERMIT MUST BE SUBMITTED TO 11-IE INSPECTOR PRIOR TO EXCAVAnON. 18. NO BtAS11NG SHALL BE PERFORMED UN11L A VAUD BLASTING PERMIT HAS BEEN OBTAINED FROM 11-IE CITY OF CARLSBAD. SUBMIT APPUCA TION FOR BLAS11NG PERMIT WEl.L IN ADVMCE OF 11-IE SCH~DULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED Wl11-IIN ,J;NY IIQRK AREA DURING CONSTRUCTION, OPERA 110NS I WILL CE"AS£ /MM~ A 1R Y, mo 11-IE PERMITTEE WILL N011FY 11-IE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL 11-IE PERMITTEE HAS RECEIVED WRITTEN AU11-IORITY FROM 11-IE CITY ENGINEER TO DO SO. 20, ALL OPERA 170NS CONDUCTED ON 11-IE SITE OR ADJACE:NT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, 'PARTTJRE OR OPERATION OF TRUCKS, EAR11-I/./OVING EQUIPMENT, CONSTRUC11 EQUIPMENT NlD ANY 011-IER ASSOCIATED GRADIN(; EQUIPMENT SHALL BE LIMITED TO 11-IE PERIOD BETWEEN 7: 00 A.M. mo SUNSET EACH DAY, MONDAY 11-IRU FRIDAY mo NO EAR11-IMOVING OR GRADING OPERA 110NS SHALL BE CONDUCTED ON WEEl<E:NDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT 11-IE ENGINEERING DEPARTMENT COUNTER.) 21. ALL Off-SITE HAUL ROU1ES SHALL BE SUBMITTED BY 11-lf CONTRACTOR TO 11-IE CITY ENGINEER FOR APPR VA TWO FUL Rl<ING DAYS PRIOR TO GINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED, FROM, AND WASJ'l MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY 11-IE CITY ENGINEER. ]Hf CONTRACTOR SHA~ 8£' RESPONSIBLE' FOR ANY DEBRIS OR DAMAGE' OCCURRIN<&,flf-F ptE HAUL ROU S OR ADJACENT STREETS AS A RESULT OF 11-IE GRADING __ _JJON~ 2J. BRUSH SHALL BE REMOVED ONLY Wl11-IW 11-IE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPEC/FICALL Y NOTED ON 11-IE PLAN. 24. ALL AREAS SHALL BE GRADED TO ORA/~. GRADING RESUL 11NG IN 11-IE PONDING OF WATER IS NOT PERMITTED. ALL EAR11-IEN SWALES AND DITCHES SHALL HA \IE A MINIMUM ONE PERCENT SLOPE. I 25. 11-IESE PLANS ARE SUBJECT TO A s/GNED AND APPROVED SET OF EROSION CONTROi.. PI..NlS. EROSION CONTROL SHALL BE AS SHO'MI mo AS APPROVED BY 11-IE CITY ENGINEER OR AS DIRECTED BY 11-IE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE MD CROSS SEC110N. 11-IE SITE SHALL BE LEFT IN A NEAT mo ORDERLY COND/110N. ALL STONES, RiTS OR 011-IER DEBRIS SHALL BE REMOVED MD D/$POSED OF AT A SITE APPROVE, OF BY 11-IE CITY ENGINEER. 27. ALL st.OPES SHALL BE /RR/GA TED, S, ABILJZED, PLANTED mD/OR HiVROSEEDEO Wl11-IIN TEN (10) DAYS OF 11-IE TIME WHfN EM;H SLOPE IS BROUGHT TO GRADE AS SHO'MI ON 11-IE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPUSH£D ON ALL SLOPfS AND PADS AS RfQIJ/RfD BY 11-IE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR 11-1/S PROJECT, ORA WING NO. I , mD/OR AS DIRECTED BY 11-IE CITY ENGINEE;R OR PLANNING DIRECTOR. PRECISE GRADING PLAN: WORK TO BE DONE 11-IE GRADING KORK SHALL CONSIST OF 11-IE CONSTRUC110N OF ALL CUTS mo FILLS, RE:MEDIAL GRADING, DRAINAGE FAC/U11ES. EROSION CONTROL FACILJTIES. mo PLANTING OF PERMmENT LANDSCAPING mo PREPARATION OF AS-BUILT GRADING PLANS. AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON 77-1/S SET OF PLANS AND 11-IE CITY ST NIDAROS, SPEC/F1CA TIONS, RE:QUIRE:MENTS, RESct.UTIONS ANO ORDINANCES CJ TED ON THESE PLANS. B ESSI RANCH COMMERCIAL MAJOR BUILDING 11111(1!;!:P!\ll \I~ Uili~ -~ ( SHOP"F" I \ 29. 11-IE O ER/APPLICANT SHALL INSURE 11-IAT ALL CONTRACTORS SHALL COORDINATE 11-IE WQ!?K OF 11-IESE GRADING PLANS Wl11-I 11-IAT SHOWN ON 8011-1 11-IE LANDSCAPE AND. /~/GA TION PLANS AND 11-IE IMPROVEMENT PLANS AS REQUIRED FOR 11-1/S WORK ll ACCORDNlCE Wl11-I 11-IE LANDSCAPE MNlUAL TIME REQUIREMENTS. JO. WHER. E Ni EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF 11-IE GRADIN OPERA 110N, IT SHALL BE REMOVED Wl11-IIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED Wl11-I PROPERLY COMPACTED SOILS. IN 011-IER AREAS ;rHE PIPE WILL BE: PLUGGED Wl11-I CONCRETE OR REMOVED AS APPROVED BY 11-IE CITY ENGINEER. JI. 11-IE C<)NTRACTOR SHALL VERIFY 11-IE LOCA110N OF ALL EXIS11NG FACIU11ES ( ABO GROUND AND UNDER GROUND ) W/11-IIN 11-IE PROJECT SITE sumCIENTL y AHEAD OF GRADING TO PERMIT 77-1/t REVISION OF 11-IE GRADING PLANS IF IT IS FOUND 11-IA T 11-IE ACTTJAL LOCATIONS ARE IN CONFLICT Wl11-I 11-IE PROPOSED WORK. J2. 11-IE C TRACTOR SHALL NOTIFY AFFECTED UTILITY COMPNl/ES (SEE BELOW) AT LEAST •2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR 11-IEIR FACIU11fS mo SHALL COORDINATE 11-IE WORK Wl11-I A COMPmY REPRESENTATIVE. UNDER:r:ND SERVICE ALERT 800 422-41JJ SDGrf,E 800 60-734J PAC/FIC BELL 800 892-012J 11ME; ~NER CABLE 760 438-7741 COX CO MUN/CA T/ONS 760 806-9809 CITY CARLSBAmTREETS & STORM DRAIN) . 760 434-2980 'CITY CARLSBA SEWE:R, WATER & RECLAIMED WATER) 760 438-2722 'SAN D GU/TO WA R DISTRICT 760 6JJ-2650 Ul/CA IA WASTEWATER DISTRICT 760 75J-0155 "VA/lE TOS WATER DISTRICT 760 744-0460 00\IEN il/N WATER DISTRICT 760 75J-6466 'BUfJIA SANITATION DISTRICT 76D 726-1340 *AS APPROPRIATE JJ. PE:RMIT MPLIANCE RE:QUIREMENTS: A FOR CONTROLLED GRADING -11-IE APPUCANT HIR£S A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROi.. 11-IE WORK IN PROGRESS {15.16.120 A.BJ CARLSBAD MUNICIPAL COOE. B PRIOR TO FINAL APPROVAL Of A GRAD/NG PERMIT -11-IE FOLLOWING REPORTS MUST BE SUBMITTED TO 11-IE CITY ENGINEER VIA 11-IE PROJECT INSPECTOR {15.16.120 A.10/ CARLSBAD MUNICIPAL COOE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA11NG ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA T/ON ARE INSTALLED IN CONFORMNlCE Wl11-I CITY CODE mo 11-IE APPROVED PWS ( OBTAIN SAMPLE OF COMPLlmCE LETTER FROM CITY E:NGINEERING DEPART/,IENT). (2) AS-8UILT GRADING PLAN. (J) REPORT FROM 11-IE SOILS ENGINEER, WHICH INCLUDES RECOMME:NDED SOIL BEARING CAPACITIES, A STATEMENT AS TO 11-IE EXPNlSIVE QUAUTY OF 11-IE SOIL, mo SUMMARIES OF FIELD AND LABORATORY TESTS. 1HE REPORT SHALL ALSO INCLUDE A STil TEMENT BY 11-IE SOILS ENGINEER 11-IA T 11-IE GRADING WAS DONE IN ACCORDNlCE: W/11-1 11-IE REQUIREMENTS mo RECOMMENDA 110NS OUTLINED IN 11-IE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS 11-IERETO. (4) REPORT 'MIH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY 11-IE CITY. J4. UN/.fSS A GRADING PERMIT rOR 77-1/S PROJECT IS ISSUED Wl11-IIN ONE (1) YEAR ~TER 11-IE CITY ENGINEER'S APPROVAL, 11-IESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHE:CK. PLANCHE:CK FEES WILL BE REQUIRED FOR ANY SU RE:CHECK. J5. 11-IE SOI S REPORT nTLED "GEO TECHNICAL UPDATE LETTER FOR MAJOR B, BRESSI RmCH,LLAGE CENTER" PREPARED BY LEIGHTON mo ASSOCIATES, DATED DECEMBER 200~ ALL BE CONSIDERED AS A PART OF 11-1/S GRADING PLAN. ALL GRADING SHA~L E DONE IN ACCORDmCE Wl11-I 11-IE RECOMMENDA T/ONS mo SPEC/flCA 110NS CONTAIN D IN SAID SOILS REPORT. '-1/~ ( MAJOR 'A' VICINITY CITY OF OCEANSIOE PACIFlC OCEAN MAP CITY OF ENCINITAS KEY MAP LEGEND OPEN SPACE 3, LOT 19 DWQ No(a). 400-BA LEGEND FOR PAVEMENT DESIGN KEY MAP I I SCALE: 1 • = 10D' CD OWNER'S CERT1RCATE PROJECT BOUNDARY SHEET LIMITS SHEET NO. STORM DRAIN ~ HEAVY 7'RUCK DRIVES, ~ TRAFFIC INDEX (T.l.)=6.0 fflj PARKING ~ TRAFFIC INDEX (T.l.)=4.5 SHEET INDEX 11TLE SHEET, KEY MAP AND NOTES 11-IE GRADING WORK SHALL BE PERFORMED IN ACCORDmCE Wl11-I 11-IE FOLLOWING DOCUMENTS, CURRENT AT 11-IE 11ME OF CONSTRUCTION, AS DIRECTED BY 11-IE CITY ENGINEER. 1. CARLSBAD MUNICIPAL COOE 2. CITY OF CARLSBAD ENGINEERING STANDARDS J. 77-1/S SET OF PLANS 4. RESOLU110N N0.6J10, 6J12 AND 6J1J DA TEO JUNE: 20, 2007 5. 11-IE STmDARD SPECIFICA110NS FOR PUBLIC WORKS CONSTRUC110N (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY LEIGHTON AND ASSOC/A TED TITLED "GEOTECHNICAL UPOA TE LETTER FOR MAJOR B, BRESSI RANCH VILLAGE CENTER DA TED DECEMBER 2009. 7. 11-IE SAN DIEGO REGIONAL ST mDARD ORA WINGS AND AS MAY BE MODIFIED BY 11-IE CITY OF CARLSBAD STNlDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED NIA 10. STORM WATER POI..LU110N PREVEN110N PLAN PREPARED BY PROJECT DE:S/GN CONSULTANTS DATED JANUARY 201D "'"' ,if91 11. STORM WATER MANAGEMENT PI..Nl PREPARED BY PROJECT DESIGN CONSULTANTS DA TED JANUARY 201D 12. CALIFORNIA STORM WATER QUAUTY ASSOC/A110N BMP CONSTRUC110N HANDBOOK mo CAL TRANS CONSTRUCT/ON SITE BMP MANUAL. DESCR/P110N LOT NUMBER PAO El.EVA TION PROJECT BOUNDARY GENERAL U11UTY & ACCESS EASEMENT PLANNING AREA BOUNDARY EXIS11NG CONTOUR FINISHED CONTOUR FINISHED SPOT ELEV. EXIS11NG SPOT El.EV. LEGEND DWG.NO. SYMBOi.. QUAN11TY ---- ----102- -402- • 40200 ES .( 402.00 FS) I ( 1\£ ) HEREBY CE:RT/FY mA T A REGISTERED SOILS ENGINEER OR GE:OLOG/ST HAS BEEN OR Y,ILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACT/~VITY ND ADVIS~. E COMPACTION AND STABILJTY OF T/·1/S SITE:. ~ ~. "'".1"7 _ SHEET 1 SHEET 2 SHEET J NOTES, EROSION CONTROi.. NOTES & DETAILS SI.OPE ~1-:::::r:_ ;{;_ ~ '2C..J,c__ __ -~ __ __;.J,z.' ~::....=.,f'Jc......:....:,-0=--- ( INT NAME: BELOW LINE) DA TE JI,. LANG. c. .,.,., ,ur .... 1.. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHO'MI ON 11-IESE PI..NlS WAS GENERA TED BY PHDTOGRAMMETRY ME11-IODS FROM INFORMA110N GAJHERED ON, MAY 11, 1998 BY SAN-LO AfRIAL SURVEYS AND 11-IE MASS GRADING CONTOURS PER OW. NO. 400-BA. TOPOGRAPHY SHO'IIN HEREON CONFORMS TO NA 110NAL MAP ACCURACY STANDARDS. PROJECT LOCATION 11-1/S PROJECT IS LOCATED 'M11-IIN ASSESSORS PARCEi. NUMBER(S) 21J-191-021 11-IE CALIFORNIA COORDINATE INDEX OF 77-1/S PROJECT IS: 1990-6252 (LAMBERT COORDINATES 346-1696) 110N OF RESPONSIBLE CHARGE I HEREBY DECLARE 11-IAT I AM 11-IE ENGINEER OF WORK FOR 11-1/S PROJECT, IHA T I HA VE EXERCISED RESPONSIBLE CHARGE OVER 11-IE DESIGN OF 11-IE PROJECT AS DEFINED IN SECTION 670J OF 11-1£ BUSINESS AND PROFESSIONS CODE, mo 11-IAT 11-IE DESIGN IS CONSISTENT 'M11-I CURRENT STmDARD!S. I UNDERSTAND 11-IAT 11-IE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY 11-IE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF lliORK, OF MY RESPONS/BILl11E:S FOR PROJECT DESIGN. FIRM: ___ _,_PR.,_,_M=C"'T'-0£=Sl,.,.GN,_,_,CON=SU=L.,_,_TAN=TS,,__ __ _ ADDRESS: ---"7""01,_,,_B...,,S"'TR"'E..,.E.,.T._,SU=-clTE.,_,,8""00.._ ___ _ CITY. STA TE: SAN DIEGO, CALIFORNIA TELEPHONE: (619) 2J5-6471 BY: C. tct:( • : 11S J. TTJRNER R.C.E. NO.: ___ _,c5,,,92.,.85~--------- ~\"> J. n 1# No. 59285 Exp. 08-30-11 CIVI\. REGISTRA TION EXP/RA 110N DA TE: _~06~/.~J=0/~1~1 ___ DA TE: __,J'------'8'--•-\_0 __ PROJECT DESIGN CONSULTANTS Plan_nlng I Engineering I Survey 701 B Street, Suite 800 619.235.6471 Tel CURTIS J. lURNER, R.C.E. 59285 San Diego, CA 92101 619.234.0349 Fax DA TE REGISTRATION EXPIRES 6-30-11 DESIGNED BY: PM RE~EW: PRECISE GRADING PLAN PAVEMENT SECTION DESIGNS PRELIMINARY PA VF:MENT SECnONS PER LEIGHTON & ASSOC. RECOMMENDA 110NS 11?AFFIC ASSUMED INDEX R-VALUE AC & BASE SEC110N FULL DEP11-I AC SECnON 4• AC OVER 6" 7. o• AC OVER NA 11VE 4.5 5 Cl.ASS 2 AGGREGATE SUBGRADE SOIL BAS£ 4• AC OVER 12• 10.0· AC OVER NknVE 6.0 5 CLASS 2 AGGREGATc SUBGRADE SO/LS Bi\SE EARTHWORK ES11MA TE ONLY. NOT FOR BIO PURPOSES. IF QUNlTITIES DE',!A TE SIGN/FICANTL Y FROM 11-IOSE SHO'IIN ON PLAN, CONTACT ENGINEER OF WORK FOR CLAR/FICA 110NS PRIOR TO CONSTRUCTION. CUT: 200 C. Y. EXPORT: 500 C. Y. EAR11-IKORK QUAN11nES DO NOT INCLUDE STRUCTTJRAL EXCAVA110N OR UTIUTY TRE:NCHING. BENCHMARK DESCRIPTION: BRASS DISK IN CONCR[TE IN A STANDARD SURVEY ~L ON ON CENTERLINE OF El. CAMINO REAL LOCATION: COUNTY OF 5m DIEGO BENCHMARK DES/GNA 110N NO. R1800 288+89EC El.EVATION: 311.407 M.S.L DATUM: N.G.V.O. 29 REFERENCE DRAWINGS SDP 06-17 TENTAnVE MAP FOR SITE DEVELOPMENT 452-9 BRESSI RANCH VILLAGE CENTER IMPROVEMENT PLANS 452-9A BR£SS/ RANCH VILLAGE CENTER GRADING PLANS 400-8 BRESSI RANCH BACKBONE RESIDENTIAL IMPROVEMENT PLANS 415-.38 PWNING AREA 15 IMPROVEMENT PLANS (INCLUDES FINNILA PLACE AND TO'MI GARDEN ROAD) BUILDING WALL (DEEPENED FOOTING) 4• AC OVER 6" CLASS 2 BASE 4• AC OVER 12• CLASS 2 BASE 6" T't1'E 'G' CURB & GUTTER 6" T't1'E 'G' CURB GRA \I/TY RETAINING WALL 8" P~ STORM DRAIN (PVT.) 24"X24" BROOKS BOX (PVT.) SA~UT LINE: EXISnNG STREET LIGHT EXIS11NG FIRE HYDRNlT EXIS11NG SE\IER CLEANOUT EXIS11NG WATER SERVICE: LINE AND METER EXIS11NG FIRE SERVICE UNE EXISnNG DRY UTILJ11ES CARLSBAD GS-1 SDRSD G-7 SDRSD G-2 SDRSD G-2 SDRSD C-9 SCR£EN WALL (DETAILS PER ARCHITECTTJRAL PLANS) ® @ ... I. :, ';·. ~:.:·,.: •. ·• 1 . ··::·~'. .•:. ),:, :::-·. ------ ...... =9 [:SJ-~ ll>3--f --o-@ --0---® -·-·----® D a CJ 11,151 SF 1,280 SF 112 LF 818 lF J4 lF 6J LF 1 EA. FIL TERRA UNIT l]iJ 7 EA. NOTE: ALL STANDARD DRAWING NUMBERS REFER TO sm DIEGO AREA REGIONAL STANDARD DRAWINGS UNLESS 011-IERW/SE IND/CA TEO, P~~DEPARTMENT APPROVAL ~1 DAm:3//8/10 SJCIIED) i)o,1,J NEU I PLANNING DIRECTOR ~ I ~1 ~~cU¾P'-INA DA'f&j'/te,/10 "AS BUil T" c .. ~,2 .. 7)-02-1, RCE 2'J2,B'::> EXP. <P·:>O-;/ DATE REVIEWED BY: RECOIIIIENDED BY: ?:Dr'i,~v-1&:e:±®n (PBIIIT K.1111!1) DATE SH1EET CITY O CAR BAD I SHEETS I l----+--l-----------------1----1---1----l---l ENGINEERING DEPARTMENT 3 l---+-+------------+---t---1----1---1 t----+---t---------------il----l----1---1----1 PRECISE GRADING AND EROSION CONTROL PLANS FOR: SURVEY RE~E\f. DA TE INlllAL ENGINEER OF \\QRK REVISION DESCRIPTION DA TE INlllAL OA TE INlllAL OlliER APPROVAL QTY APPROVAL BRESSI RANCH COMMERCIAL MAJOR BUILDING 'B' A11ffeVE_D;, G1,EN K,/}'~~ESKI ./ ,(lD!!. L~ ~ I/-t,f;to SENIOR CML ENGINEER PE 41204 EXPIRES J 31 11 • DATE OWN BY:~~- CHKD BY· ?'U RVWD BY: PROJECT NO. CT 06-24 DRAWING NO. 452-9B Lost saved by Rossell Josue, rile Nome P:\3219.20\ENGR\_PLANS\Groding_Precise\J21920GP-01dwg, Date Ldst aved: 3/2/2010 10:42:37 AM, Date Plotted Lost 3/2/2010 10:42.·46 AM J.N. 3219.20 SPECIAL. NOTES THE: Fa.LOWING NOTE:S ARE: PROVIOE:D TO G'\.£ DIRECTIONS TO THE: CONTRACTOR BY THE: E:NG/Nff.R OF IK>RK. THE: CITY E:NGINE:E:RS SIGNAWRE: ON THE:SE: PLANS DOES NOT CONSTIWTE: APPROVAL Of ANY OF THE:SE: NOTES AND THE: CITY WILL NOT 8£ RESPONSIBLE: FOR THF:tR. ENFORCEMENT. I. · THE: LOCA T/f)N Of £X/S71NG U71U71fS ARE: BASE:D ON AVAILABLE: RE:CORD /NFORMA 710N. CONTRACTOR SHALL VCR/FY THE: LOCA 710N AND £!£VA 710N Of ALL EXISTING FAC/UTlfS (ABOVEGROUND AND UNDERGROUND) 'MTHIN THE: PROJ(CT SITE. THIS I\O'?K SHALL 8£ PERFORMED sumctENTL y AHE:AD OF CONSTRUCT/ON .TO PERMIT CITY APPROVAL REVISIONS TO THE: CONSTRUCTION PLANS IF ACTUAL LOCATIONS ARE: FOUND TO 8£ IN CONFUCT Vt!TH THE: PROPOSE:D I\O'?K. CONTRACTOR SHALL NOTIFY £:NG/NEER OF OORK OF ANY CONFUCTS OR ANY OTHER UT/UT/ES E:NCOUNTE:RE:D PRIOR TO PROCEE:DING WITH CONSTRUCT/ON. 2. ATTENTION IS CALLE:D TO THE POSSIBLE: EXISTENCE: OF OTHER UTIUTY FACIUTIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERE:NT FROM THAT SHOWN ON THE PLANS. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTIUTY LINfS SHOWN ANO ANY OTHER UNES NOT OF RECORD OR NOT SHOWN ON THESE: PLANS. ANY PAVEME:NT OR OTHER EXISTING SURFACE: IMPROVEM[/'ITS DAMAGED BY CONTRACTOR SHALL 8£ REPLACED AS REQIJIRED BY THE CITY Of CARLSBAD EJ/GINEE:RING DEPARTMENT. J. SAFETY PRECAUTIONS AND AOEQIJA TE: BARRICADING TO 8£ IN FORCE: BY .THE CONTRACTOR AT ALL TIMES. NE:ITHER THE OWNER NOR THE Ef/G/NEER OF I\O'?K WILL ENFORCE: SAFETY MEASURES OR REGULA T/f)NS. THE: CONTRACTOR SHALL DESIGN, CONSTRUCT, ANO MAINTAIN ,ILL SAFETY OEVICE:S, INCLUDING SHORING, AND SHALL BE sa..a y RESPONS/81.f FOR CONFORMING TO ALL LOCAL, STA TE: AND FEDERAL st,FE:TY AND HEALTH STANDARDS. LAIIS AND REGULATIONS. 4,. ALL LENG7HS AND DISTANCES FOR IMPROVEMENTS SHOWN ON THESE: ~7 ARE MEASURED IN A HORIZONTAL PLANE. 5. THE 0/SPO;:,,,L OF ANY ASBE:STOS CEMENT PIPE SHALL Bf IN COMPLIANCC KITH ALL CURRENT LOCAL, STA Tf" ANO FE:OERAL REGULA T/0/'IS. 6. THE "lltmK TO BE DONE" SE:CTION ON THIS SHEE:T USTS THE: STANDARD SPECIACA TIONS AND DRAWINGS USED DURING THE IMPROVEME:/'IT PLAN / GRADING PLAN DESIGN. THESE: PLANS HA VE 8ffN PREPARED IN ACCOROANCf WITH THE CURRE:NT EDITIONS Of THE STANDARD SPEC/ACA T/ONS ANO ORA WINGS IN EFFECT ON THE DA TE: Of 1/:1£ SIGNA TUR£ BY TH£ E:NG/NEE:R OF I\O'?K. 7. IF TH£ IMPROVEMENTS SHOWN ON THIS PLAN HA\.£ NOT BEEN CONSTRUCTED AND ACCEPTED BY THE CITY VATHIN 00 (2) YEARS OF THE DATE OF PLAN APPROVAL BY THE CITY ENGINEER, THESE: PLANS WIL4 BE SUB.ECT TO REVIEW BY THE CIT'IS ENGINEERING DIVISION FOR CONFORMANCf WITH CURRE:NT CITY STANDARDS. POLICIES AND/OR AODrllONAL RE:QIJIREME:NTS. B. AN AS-BUILT DRAWING SHALL 8£ SUBMITTED FOR ALL PRO.ECT IMPROVEM[NTS PRIOR TO ACCEPTANCE OF SAID IMPROVEMENTS. 9. TH£ ENGINEE:R-OF-1\0'?K SHALL Bf NOTIAE:D 'M1EN CONSTRUCTION COMMENCE$. 10. TH£ CONTR~CTOR SHALL OBTAIN AN E:XCAVA TION PERMIT FROM TH€ DIVISION Of INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND PROV/OE PROOF OF OSHA NOTIACA TIONS AND SHALL ADHERE: TO ~!t°'tfl~i OF TH€ STA TE: OF CALIFORNIA CONSTRUCTION 11. IMPORTE:D ALL MATERIAL SHALL Bf OBTAINED FROM A L£GAL SITE:. 12. ALL CUT Af:/0 FILL SLOPES SHALL 8£ PLANTE:() WITH A MIXTURE: OF TREE:S, SHRUBS. AND GROUND COVER TO CONTRa.. EROSION. SLOPE: LANDSCAPING SHALL 8£ INSTALLE:D FOR PERPETUAL MAINTENANCE OF TH£ PLANT UF£ USE:O FOR SLOP£ STABIUZA TION. IJ. OUST CONTf/OL MEASURE5, SUCH AS THE PERIODIC WEmNG DOWN OF 111£ BARE: ANO EXPOSED AREAS. SHALL Bf UTIUZEO AT ALL TIMES OUR/NG CONSTRUCTION TO TH€ SA 11SFAC710N OF TH£ PUBUC OORKS ANO/OR BU/LO/NG /NSP£CTOR5. 14.. ALL MAJORS SLOPES SHALL 8£ ROUNDE:D INTO E:XISTING SLOPES TO PRODUCE: A, CONTOURED TRANSITION FROM CUT OR ALL FACES TO NATURAL GROUND AND ABUmNG OOT OR ALL SLOPES. 15. THE CONTRACTOR AGREfS lHAT HE SHALL ASSUM£ Sa.£ ANO COMPLETE: RESPONS/8/UTY FOR JOB SITE: CONDITIONS DURING 111£ COURSE: OF CONSTRUCTION OF lHIS PROJECT, INCLUDING lHE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQIJIREMENT SHALL APPLY CONTINUALLY ANO NOT 8£ LJMITE:D TO NORMAL OORKING HOURS. TH€ CONTRACTOR SHALL DEFEND, INDEMNITY ANO Hao TH£ OWNER, TH£ ENG/NEE:R ANO THE: CITY HARMLESS FROM ANY AND ALL UABIUTY, RE:Al OR ALLEGED, IN CONNECTION WITH TH£ PERFORMANCE: OF WRK ON THIS PROJECT £XCEPTING FOR UAB/UTY ARISING FROM TH£ 5a..£ NEGI..JGENCf OF 111£ OWNER, ENGINEER OR CITY. 16. ALL EXISTING F£A TURfS AND STRUCTURES IN CONFUCT WITH THESE PLANS SHALL 8£ RE:LOCA 7E:D OR REMOVED AT TH£ CONTRACTOR'S EXPENSE. MANHa..ES SHALL 8£ A/MJSTE:D TO ANISHE:D GRADE. 17. MINIMUM 90:f COMPACTION IS REQIJ/REO IN ALL ON-SITE: ALL ARE:AS WITH A MINIMUM OF 95:f COMPACTION SIX INCHfS (6") BELOW SIJBGRADE:. 18. ALL PROJECT IMPROVEMENTS SHOWN ON THESE: IMPROVEMENT PLANS SHALL 8E CONSTRUCTE:0 TO 111£ SATISFACTION OF TH£ PUBUC OORKS DIRECTOR PRIOR TO ACCEPTANCE:. 19. NO PR/VA TE /RR/GA TION MAINS OR CONTR(t VALVES SHALL BE: ALLOK£0 KITH/N TH£ PUBUC RIGHT-OF-WAY. 20, 111E: CONTRACTOR SHALL Bf RESPONSIBl.f FOR TH£ INSTALLA 710N, RE:LOCA 710N OR REPLACEMENT OF ALL STRIPING, SIGNING OR TRAmC DETECTOR LOOPS AS REQIJ/REO BY 111£ PUBUC I\O'?KS DIRECTOR. 21. A TRAFFIC CONTRa.. PLAN, INCLUDING TH£ LAYOUT OF CONSTRUCTION WARNING AND 0£TOUR SIGNS, SHALL BE SIJBMITTE:D TO IHE PU6UC I\O'?KS DEPARTMENT FOR APPROVAL A MINIMUM Of 72 HOURS PRIOR TO TH£ COMMENCE:ME:NT OF CONSTRUCTION. . 22. FOR STREET TREE:S, /RR/GA 710N AND LANDSCAPING IN PUBUC RIGHT-OF-WAY ALONG CT-02-14 PROPERTY FRONTAGE:, S££ TH£ APPROPRIA T£ LANDSCAPE: AND /RR/GA TION Pt.ANS O 11G. NO. J80-1K. 2J. TH£ EXCAVATOR SHALL CARE:FULL Y HAND DIG WITHIN 2-FEE:T OF THE NATURAL GAS TRANSMISSION LIN£. 24.. NO POK£R OPERA TED EQIJIPMENT SHALL 8E ALLOWED 'MTHIN 2-FEE:T OF ANY PORTION OF 7H£ NATURAL GAS TRANSMISSION LIN£. 25. IF ANY CONTACT OF TH£ PIP£ IS MAO£, £V£N IF THERE: IS NO VIS/Bl.£ DAMAGE:, TH£ CONTACT AREA MUST BE IMMEDIATELY INSPECTE:D BY AN SOC&£ 'r'lfWING INSPECTOR. THIS MAY SIGN/ACANTL Y DELAY YOUR JOB IF SHORING OR OTHE:R SAFE:TY PRECAUTIONS AR£ Nff.OED TO ALLOW TH£ INSPECTION. 26. TO ARRANGE: FOR GAS TRANSMISSION MARK OUT ANO STANDBY, CALL USA (800) 227-2600. 27. CONTINUOUS INSPECTION IS REQIJIRED DURING ASPHALT PLACEMENT IN ACCORDANCE WITH PUBUC I\O'?KS CONSTRUCTION. INSPECTION SHALL Bf /)ONI! BY 111£ PROJ(CT GEOTE:CHNICAL ENGINEER Of RECORD OR APPROVED INSPECTION AGENCY. EROS/ONO NOTES 1. IN CA$£ EMERGENCY WORK IS REQUIRED, CONTACT BRIAN PAYNE-LNR PROPERTY AT (949) 885-8207. 2. £00/PMENT AND WORKERS F~ EMERGENCY WORK SHALL BE MAD£ AVAILABl.£ AT ALL TIMES DURING TI-IE RAINY SEA ON. ALL NECESSARY MA Tffi/ALS SHALL BE STOCKPILED ON SITE AT CONV£N1£NT LOCA 71 S TO FACIUTA TE RAPID CONSTRUCTION OF TEMPORARY D£VICES 'MIEN RAIN IS WIN T. .J. DEVICES SHOWN ON PLANS ALL NOT 8£ MOVED OR MOD/A£0 'M7110UT TH£ APPROVAL OF 711E ENGINE:ERING INSPEC~ • 4. THE CONTRACTOR SHALL RE10R£ ALL EROSION CONTROL DEVICES TO WORKING ORD£R TO mE SATISFACTION OF m CITY ENGINEER AFTE:R £ACH RUN-OFF' PROO/JC/NG RAINFALL 5. 111E CONTRACTOR SHAU INS i\LL ADDITIONAL EROSION CONTROi.. ME:ASURES AS MAY 8£ REQUIR€0 BY 111£ CITY Et/GINEER OU£ TO UNCOMPLETE:D GRADING OPERATIONS OR UNFORESEE:N CIRCUMSTANCES 'Ml/CH MAY ARISE. 6. 711£ CONTRACTOR SHALL BE 1ESPONSIBL£ AND SHALL TAKE NECESSARY PRECAUTIONS TO PREl/f.NT PUBUC TRESPASS ONTO AREAS 'MIERE IMPOUNDED WATE:RS CRE:ATE A HAZARDOUS COND/110N. 7. All EROSION .CONTROL MEA,SURES PR. OVIDED PER TH£ APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. B. GRADED AR£AS AROUND 711£ fROJ£CT PERIM£TER MUST DRAIN AWAY FROM /HE FACE: OF SLOPE AT 711£ CONCLUSION ; £ACH WORKING DAY. 9. ALL REMOVABLE: PROTECTI DEVICES SHOWN SHALL 8£ IN PLACE AT 711£ END OF £ACH WORKING DAY ""1-IEN 711£ .;.,·, VE (5) DAY RAIN PROBABIUTY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND 01ttER b£BRIS SHALL 8£ REM0\£0 AFTER £ACH RAINFALL ' 10. ALL GRAVEL BAGS SHALL 8£ ruRLAP Tl'PE Wl711 .J/4 INCH MINIMUM AGGR£GRATE. 11, SHOULD GERMINATION Of /fl'DROS££DED SLOP£S FAIL TO PROVIDE: EFFECTIVE: COVERAGE: OF GRADED SLOP£S (90X C0\1£RAGE) PRIOR TO NOV£M8ER 15, mt SLOPES SHAl.l BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE 'M711 S£C710N 35.02.J OF TH£ EROSION AND SEDIMENT C NTROI.. HANDBOOK OF mt DEPARTMENT OF CONSERVA 710N, STA TE OF CALIFORNIA. TEMPORARYE PLANTING AND~ 'ION CONTROL tGATION ALL PERMANENT ANO TEMPO/MRY EROSION CONTROL PLANTING ANO /RR/GA 710N SHALL BE: INSTALLED AND MAINTAl~D AS REQUIRED IN SECTION 212 OF 111£ STANDARD SPEC/FICA TIONS AND 111£ FOL OWING: A. Hl'DROSEEDING SHALL 8£ AP, UED TO: I. ALL SLOPES 711AT GRADE:D 6: I (HORIZONTAL TO V£R71CAL) OR STEEPER 'MIEN 711£Y AR£: a. n-lRE€ FEE:T OR MOR£ IN HEIGHT AND ADJACENT TO A PUBLIC WALL R STRE£T. b. ALL SLOPES 4 E:T OR MORt IN Hf/GHT. 2. ARE:AS GRADED R.A ~ THAN 6: I 'MIEN ANY OF 711£ FOLLOWING CONDITIONS E:XIST: a. NOT SCH£DULE:D FOR /MPROVEMEN1S{CONSTRUC710N OR GENERAL LANDSCAPING) 711/N 60 DAYS OF ROUGH GRADING. b. IDENTIAED BY; PARKS AND R£CR£A710N DIRECTOR AS HIGHLY VISIBLE: TO 711£ UBLJC. c. HA V£ ANY ~ L CONDITION IDENTIFIED BY 711E: CITY E:NGINEER THAT WARRANTS IMMEDIATE TR£A 1M£NT. B. Hl'DROSEEDED ARE:AS SHALL f3E /RR/GA TE:D IN ACCORDANCE Wl711 /HE FOLLOWING CRITE:RIA: I I. ALL SLOP£S THAT ~ GRADED 6: 1 OR STEEPE:R AND 711A T ARE: a. 711RE£ TO flG!_!!] fEET IN HEJGHT SHALL 8£ /RR/GA TED BY HAND WATERING FROM QUICK COUPU:RS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOWI PR£C/PITA TION s/:>RJNKLER HE:ADS PROVIDING 100% COVE:RAGE. b. GR£A TE:R 711AN 8 FEET IN HEJGHT SHALL BE WA TE:RED BY A CONVENTIONAL YSTEM OF LOW PRECIPITA 710N SPRINKLE:R H£ADS PROVIDING 100 COV£RAGE'. 2. AR£AS SLOPED LES 111AN 6: 1 SHALL BE /RR/GA TE:D AS APPROVED BY /HE: CITY ENG/NffR, PRIOR TO f.!l'DROSE:EOING. TH£ OtVELOPER SHALL SUBMIT A PROPOSED SCHW£ TO PROVIDE: .fRRIGA 710N TO 711£ .CITY £NG/NE£R. 11-/£ PROPOSAL SHALL 8£ SPEC/AC R£GARO/NG I TH£ NUMBERS, Tl'P£S AND COSTS Of 11-/E: ELEMENTS OF 111E 711£ PROPOSED SYSlfM, .J. /RR/GA 710N SHALL 1,#AINTAIN 111£: MOISTURE: LEVEL OF 711£ SOIL AT IHI! OPTIMUM LEVEL FOR 711E GRO'f111 OF TH£ Hl'DROSEEDED GROWT/-1. C. Hl'DROSE:EDING MIX SHALL Co/,tSIST OF ALL OF THE FOi.LOWiNG: 1. SEED MIX SHALL CON$IST Of NO LESS THAN: a. 20 lbs. PER A~ OF ROSE CL0\1£R b. 20 lbs. PER I OF ZORRO FESCU£ c. .J lbs. PER ACR OF£ SCHOOi. CIA CALIFORNICA d. 4 lbs. PER ACR OF ACHILLEA MILLEFOI.IA ~. .J lbs. PER A . OF AL YSSIJM {CARPET OF SNOW) f. 1/2 lb. PER tE: OF 0/MORPHOLECA g. ITEMS c,d,e, AN f OF /HIS SUBSECTION MAY 8£ OMITTE:D ON LOCATIONS 'MIER TH£ AREA BEING Hl'DROSEE:DED IS NOT \,1$/BLE FROM E:ITHER A UBUC STRE£T OR RE:SIDENTIAL STRUCTURES. h. ITEM a OF 1111s SUBSE:CTION MUST 8£ INOCULA.TED Kf711 A NITROGEN AXING ,BACTERIA AND APPLIED ORY EITHER BY DRILLING OR BROADCASTIN(] BEFORE: Hl'DROSE:£0/NG. I. ALL SEED MA TE:RIALS SHALL 8£ TRANSPORTE:O TO TH£ JOBS/TE IN UNOPENED CONf,A.INERS v.1711 11-/£ CALIFORNIA DEPAR1M£NT OF FOOD AND A;CULTUR£ CER71ACA710N TAG ATTACHED TO, OR PRINTE:D ON SAID CONTAINERS. J NON-PHYTO-TO .C WEmNG AGENTS MAY BE: ADDED TO 111£ Hl'DROSE:ED SLUR(?Y AT THE DISCRETION OF THE: CONTRACTOR. 2. Tl'PE: I MULCH APPllED AT 711E: RA TE OF NO LESS 111AN 2000 lbs PER ACR€. Tl'PE: 6 MULCH (STRAW) MAY 8£. SUBSTITUTE:D, ALL OR PART, FOR HYDRAULICALLY APfLIED ABER MA TE:RIAL WHE:N S1RA W IS USED IT MUST BE ANCHORED TO 711£ ·SLOP£ BY M£CHANICALL Y PUNCHING NO LESS THAN 50% OF 711£ STRAW INTO n-if SOIL .J. FE:R71l/Z€R CONSJS71Nr OF AMMONIUM PHOSPHATE SULFATE:, 16-20-:0, 'M111 15% SULPHUR APPLIED AT 711£ RA TE: OF 500 I/ls. PER ACRE:. D. ARE:AS TO 8£ Hl'DROSEEDED $HALL 8£ PREPARED PRIOR TO HYDROSE£0/NG BY: 1. ROUGHENING TH£ SURF_ACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALl<ING -SI.OPES STEEPER THAN 6: 1 b. HARROWING ARf AS 6: 1 OR Fl.A TTER THAT AR£ SUfflCIENTl Y FRIABLE. c. RIPPING ARE:AS THAT WILL NOT 8R£AK UP USING ITEMS a OR b ABOVE:. 2. CONDITIONING 711E S,LS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURF ACE SOIL MOISTURE TO PROV/0£ A DAMP BUT NOT SATUR JED SEED BED. b. 711£ ADD/110N 10/L AME:NDMENTS. PH ADJUSTMENT, LEACHING C0\1£RING SALl £ SOILS TO PROVIDED WABLE CONDITIONS FOR GROWT/-1. £. Hl'DROSEE:DE:D AREAS SHALL MAINTAINED TO PROVIDE: A VIGOROUS GROWT/-1 UNTIL 711£ 711E PROJECT IS PERMANENTL LANDSCAPED OR, FOR AR£AS 'M1£R£ Hl'DROSE:£0/NG IS 711£ 111£ PERMANENT LANOSCAPI G, UNTIL 111£ PRO.ECT IS COMPLETE:D AND ALL BONDS RELEASED. HYDROLOGY HYDROI.OGY/HYDRAUUC STUDY FORI 1111S PRO.£CT HAS BEE:N PREPARED BY PR0.£CT DESIGN CO~SULTANTS. THE: REPORT IS TITlLO "BR£SSI RANCH COMMERCIA MAJOR BU/LO/NG a• DA 7tO JANAUARY 2010, ADOENOUM TO • ESS/ RANCH PLANNING AREA 15, CT 06-24, ANAL DRAINAGE REi I ORT" DA TE:O NOVEMBER 2007. PROPOSED 6" CURB SAWCUT LINE~ EXISTING PAVEMENT I VARIES MEDIAN VARIES 11·-o· PARKING AREA PROPOSED 6" CURB 2.0% DRIVE THRU ISLAND DRIVE THRU AISLE SAWCUT LINE -------------- EXISTING PAVEMENT -'J PROPOSED 6' CURB & GUTTER PROPOSED 6" CURB 1.0% I ... I i/ >·••··•~·-- SECTION C-C N.T.S. · C\.1:AN90t COVER . CASI. IN TQP SLAB WJt~~ff PliED (N9f SHP\'/~ FOil CtARlf() F'V6 Piri! <W •• (;Qf;J-i,t,qroR) . • TOP .SLAB . ;~F6RAT~Q 1,JND~R[)RJo.lN. sxsro.i 13)'. A!.1f:R1CAST ... VNQERDRAIN . STONE PROYI0tb B'/ XMERICAST . ._.:: :: ·· .... .:::::·: .-:·' <" ... -. : ·. . .::-:·/:·-: _.: .. "-~oi~noN:{or ·t~~-.ARE o~--~RMQ6· _l;l'I'_ .WRITTElt:AtfllK:J~lATlON _ffi0!1t:flt~:: ·: -.-:. : ·· ·• St:CTION A-,A • PYC PIPE. . •. .. (SY CONTRACTOR) :-· . . ,' ' :, : . . .:': :'::: -,-' : '. : ~~RffJ~!Rfo@g••·• DATE: 0J-01-1 Q llWG: frRd a,J 813 _i::(il>)'¥~?0fP __ iiA~~-:__ .. ej:f iR,CA$T fl~TiRQi VNIT . · ROOF DRAIN CC>NflG.IJ~TION · . .. WllH $" PVO PIPlQ IN . AIR QUALITY NOTES I. ALL GRADING SHALL Bf DON£ IN COMPLIANCE: KITH SOAPCO AND CARB STANDARDS AND R€QIJ/REMENTS ANO OUST CONTRa.. STANDARDS IN TITLE 24 Of THE CAUFORNIA AOMINISTRA TION CODE. 2. WATERING OF' THE: GRADING SITE SHALL TAK£ PLACf BEFORE: AND DURING GRADING OPERATION TO MINIMIZE OUST GENERA TION. A WA TE:R TRUCK SHALL 8£ R£QIJIREO TO 8£ ON SITE: AT ALL TIMES TO TH£ SATISFACTION OF TH£ CITY ENG/NEE:R. PROJECT DESIGN CONSULTANTS Planning I Engineering I Survey 701 B Street. Suite 800 s~n Diego, CA 92101 619.235.6471 Tel 619.234.0349 Fax CURTIS J. 11JRNER, R.C.E. 59285 DA TE REGISTRA 'i!ON DESIGNED EXPIRES 6-30-11 BY: PM REVIEW: Last saved by Russell Josue, f;/e Name P:\3219.20\[NGR\_PlANS\Grading_Precise\321920GP-02dwg, Date Last Sov d: 3/4/2010 3:33:25 PM, Dote Plotted Lost 3/4/2010 3•34:50 PM 24'-0' VARIES 12·-o· DRIVE AISLE SECTION A-A N.T.S. 1.0% MIN. MAJOR 'B' FF=407.00 0.5' ACCESS STRIP 4' NON-.CONTIWOUS P.C.C. SIDEWALK WATER METER 6" TYPE: "G" CURB ct OOTTER (TYP.) 0.5' ACCESS STRIP 4• NON-cONnooous P.C.C. SIDEWALK SURVEY REVIEW: WA ID? METE:R 6" TYPE "G" CURB ct OOTTER (TYP.) R/W R/W 12'-0" DRIVE AISLE PROPOSED 6' CURB 2.0% VARIES PROPOSED--- SCREEN WALL PER ARCHITECTURAL PLANS VARIES LANDSCAPE ISLAND 12'-0" PROPOSED 6' CURB VARIES DRIVE AISLE 2.0% -- SEC110N 8-8 N.T.S. 60' J(J' JO' IJ' 17' 17' IJ' 5' 7.5' 10· TRA\-El. 10• 'ARK! TRA\-El. STORM Sfll£R WAllR DRAIN (C-900) (CL-150) EXIBTlNG TOWN GARDEN ROAD IMPROVEMENTS PER DIIG. 415'-JB 60' JO' IJ' 17' 17' ,.r 7' STORM SEIID! WA ID? DRAIN (C-~) (CL-150) EXISTING BRESSI RANCH WAY IMPRO'VrMENTS PER DIIG 400-8 24'-0' VARIES PROPOSED LOADING DOCK 2.0% 12'-0' DRIVE AISLE MAJOR'S' FF=407.00 VARIES LANDSCAPE AREA EXISTING DRY UTILITY STRUCTURE PROPOSED 6" CURB R/W 0.5' ACCESS STRIP R/W 2.0% PROPOSED 6" CURB "AS BUil T" 12. ~ ~;.z: ~ -oz-ll RCE ~9 U,1;, EXP. <D • 'bO· 11 DA TE REVIEWED BY: DATE BRESS/ RANCH COMMERCIAL MAJOR BUILDING 'B' A'.EM.VEk' ~ Ki!lllSKI . . . -zt/,o ~ CIVIL ENGINEER PE. 41204 EXPIRES 3 31 11 ¥DA1E oATE INITIAL oATE INITIAL oATE INITIAL g~0 a~~: 6 w I PROJECT No. I DRAWING No. •EN•G•IN■EER_OF_WOR■· •K•--■R■E■V■l■S■IO■N-D■E■S■C■R■IP•TI•O■N----.;o11-1:;;;ER~Af';P;RO;v;;AL-'~aTY~AP;;PR;o;:vA~LJ. RVWD BY: . CT 06-24 . 452-98 J.N. 3219.20 I ' ' SHOP "D" PER DWG NO. 452-9 I . = ' ' ~ l---{--/fl/~r~®~U!-'----___ -wl i [------t---"1------ L..---r~------J N t GRAPHICAL SCALE SCALE: 1 • = 20' DETAIL 'C' Sf,AlE: 1 • ~ 10' Lost saved by Russell Josue, File Name P:\3219.20\fNGR\_PLANS\Grading_Precise\3219 20GP-0J.dwg, Date Last Save C MAJO~ "8" ® ( 406A2) FF• 407.00 JJf)J£; FOR SIXT/ON A-A. 8-8, AND C-C SE:E SHEU 2 SE~R:Ml DETAIL 'A' @ TAIL 'B~6/ \fill~~ ,,.A J_j DETAIL 'B' 3/4/2010 3: 79: 32 PM, Dote Plotted Lost J/4/2010 3: 21: 43 PM SHOP "E" PER DWG NO. 452-9A PAD~405.42 FF~406.00 405 PROJECT DESIGN CONSULTANTS Planning I Engineering I Survey 701 B Street, Suite 800 San Diego, CA 92101 619235.6471 Tel 619.234.0349 Fax CURTIS J. TIJRNE , R.C.E. 59285 DA TE REGISTRATION EXPIRES 6-30-11 DESIGNED BY: PM REVIEW: SURVEY REVIEW: CURB DATA NO. DEL TA OR BRG. ADJUS(f! lENGTH(f!) REMARKS 91'22JO 10.00 15.95 8 TYPE 'G CURS 2 71"52 01 27.50 J4A9 4 90'00 00 8.00 12-57 5 N86'5228 f -----4/J.5J , N86'52 28 [ -----47.55 1 N82"J62 [ -----16.JJ I 84'4251 2-00 2-96 g N02'06::i2:!:8-i-''W'-+_--.,,.-""-,_-+--'Oc;,.5J:,;-+--~-----1 10 91 J8 2.00 J. 18 11 N86'52 54 £ -----9J.48 1 4871'2J 5.00 4.21 1Jl'48'Jl' 2.00 4.60 14 N86'52 54'[ -----16.2J 1 NOJV 06 W -----9.00 N86'52 54 [ -----1/J.04 18000'00 1.76 5.51 1 N86'52 54 £ -----2.00 19 900000 J.00 4.71 NOJV7'06 W -----8.00 900000 10.00 15.71 N86'52 54 £ -----88.70 N02'54 J4 W -----6.00 N86'52'54 [ -----90.68 NOJV 06"W -----12.00 90_00'00 J.00 4.71 N02'54'J4 W -----6.00 N86'52 54 [ -----5.18 17'0824 100.00 29.91 14'212J ~-00 11.28 1J6'J8J6 J.50 8.J5 N75VI 'I 7 [ -----25.41 101 '51 Jl J.00 5.JJ N86'52'54'E -----15.J2 N75'0117 [ -----27.55 9JV7'14' 7.00 11.J8 N/1'5129 -----4.04 101'24 40 7.00 12.J9 N89°JJ'l1 [ -----27.85 165'28 06 5.50 15.88 IJJ'29'04 J.00 6.99 46'J1'24 41.00 JJ.29 NOJV706'W ----~ 8.71 900000 7.50 11.78 N86'5254 £ -----2.J5 89'59J2 8.00 12.57 NOJV J4 W -----J5. 79 7276 52 15.00 18.92 101'4J 08' J.50 6.58 NOJV 06 W -----IJ.55 N86'5254 £ -----9.00 • • 6 TYPE 'G CURB 6 TYPE G CURS ct GTR. 8 TYPE G CURS ct GTR. 6 TYPE G CURB ct GTR. 6 rrP£ G CURB ct GTR 8 rrP£ ' CURB ct GTR 6 TYPE G CURB ct GTR. 6' TYPE G CURB ct GTR. 6 TYPE G' CURB • 6 TYPE G CURB • IND/CA TES 1HA T A PORTION OF 1HE CURS IS: I. o• CURS AND 6' CURB CONSTRUCTION NOTE: G)--1NSTALL FILTE:RRA ROOF DRAIN UNIT (S££ SHW 2 FOR DUA/l) ®-PROPOSE:D STRm LIGHT. ~ PROPOSED 2' WIDE CURB OPENING. ©-PROPOSED SCREEN W.4ll. (SEE ARCHITEC7VRAL Pl.ANS FOR DETAIL) @--PROPOSED 80llARD. (SEE ARCHITEC7VRAL Pl.ANS FOR DUA/l) ©--EX/SITNG smm 1./GHT TO BE RELOCATED BY 01HERS. (j)--EXISITNG 12' WIDE H/:AW DUTY ZURN FRAME N/0 GRATE SYSTEM TO BE REMOVED, PER DWG. NO. ~2-9A @---PROPOSED 24' x 24 BROOKS BOX (OR EQUNALENT). INSTALL TRAFFIC RATED LIO. ®-PROPOSED 8' PI-C STORM DRAIN PER Pl.AN. @---EXISITNG 24' x 24' BROOKS BOX PER OWG. NO. ~2-9A AOJIJST TO GRADE. MODIFY LID TO TRAFFIC RATED • ~ n , .' MD; ~ -9A ;t; A M~ >J Tl ON OFMAt--1\'!0L, 1.-1\> AN .. ., ~ . r;,vc, J1JRi! G@l:Tc-AI\MT TO 611,1>D~ ~ W ~ EX/SITNG F.H. ASSEMBLY TO BE REI.OCATEO. p~ °"""'. @-PROPOSED F.H. ASSEMBLY. 4-S'l • ") & ®--EXISITNG 2' METER W/ BACKflOW PREVf:NTOR TO BE RELOCATED. @-PROPOSED PRNATE WATER SER'VICE. CONNECT TO EXISTING 2• COPPER WAIIR SERVICE AT 10+98.58, SEE DWG. NO. ~2-9. @--PROPOSED FIR£ SER'VICE, CONNECT PER PLUMBING Pl.AN. @-PROPOSED SEY/ER LATERAL. wf r!,MJ,<,JMv-1 fu-.'~E<L CONN£CT TO EXISTING SEWfR C.O. AT 10+4J.59, SEE DWG. NO. ~2-9. (IE J99.89) @--EXISITNG DRY UntJTY STRUC7VRE, ADJUST TO GRADE. @-REMOVE EXISTING CURB, PARKING STALLS AND PAVEMENT. @---EX/SITNG FIR£ SER'VICE PE:R OWG. NO. ~2-9A. @--EXISnNG s· PI-C STORM DRAIN PER ow. NO. ~2-9A. @--EXISITNG ORY UTIUTY STRUC7VR£ TO PROTECT IN Pl.ACE. (SE:E W J FOR DETAIi.) MAJOR "B" ® ( 406A2 J FF• 407.00 ,.- 4 <l 4 RAMP DETAIL 'A' "AS BUil T" SCAlf: I• = 10' c:4J,Z::. 0-0?.,,11 RCF ':>'t '2-e6 EXP. I# -"?>o • II DA TE REVIEWED BY: '3-l'f·II DATE I ~3EET I CITY OF CARIBBAD I ~EETS I ~====~====t============================j====j====i====i===j ENGINEERING DEPARTh1ENT 3 t----+---t--------------1~---l---+--j_______J PRECISE GRADING AND EROSION CONTROL PLANS FO& INlllAL DA TE INlllAL DA TE INlllAL ENGINEER OF WORK REVISION DESCRIPTION 011-!ER APPROVAL CHY APPROVAL BRESSI RANCH COMMERCIAL MAJOR BUILDING 'B' PROJECT NO. CT 06-24 I ORA WING NO. 452-98 JN 3219.20