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HomeMy WebLinkAboutDWG 473-4A; CUP 10-08; LA POSADA DE GUADALUPE DE CARLSBAD; 01-09GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. DWG 47J-4L, AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR 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 REVISE THfSE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY JO. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. JI. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILi. BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST 32· HAVE A RA TING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER 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 PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY AND OTHER APPROPR/A TE 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 REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4/JJ SDG&E (800)660-7J4J PACIFIC BELL (800)892-0123 TIME WARNER CABLE (760)438-7741 COX COMMUN/CATIONS (760)806-9809 CITY OF CARLSBAO(STREETS & STORM DRAIN) (760)434-2980 "CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760)438-2722 'SAN DIEGU/TO WATER DISTRICT (760)6JJ-2650 'LEUCADIA WASTEWATER DISTRICT (760)753-0155 *VALLECITOS' WATER DISTRICT (760)744-0460 *OLIVENHA/N WATER DISTRICT (760)753-6466 'BUENA SANITATION DISTRICT (760)726-1340 *AS APPROPR/A TE 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. JJ. PERMIT COMPLIANCE REQUIREMENTS: 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE ~/TY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRE~·r;HES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABOR A TORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR !IITHIN TWO WORKING DAYS IJF THE COMPLETION OF FIELD TESTS. 1J. A SOILS :·oMPACTION REPORT , ID COMPLIANCE VER/FICA TION REGARDING ADHERENCE ?D RECOMMENDATIONS O' •.fNED IN THE SOILS REPORT IS REQUIRED PRIOR TO "YE ISSUANCE OF A DING PERMIT. ALL CONTR()LLED GRADING SHALL BE D c UNDER THE DIREC. ;.i OF A PROFESSIONAL ENc ![ER OF THE STA TE OF . LIFORNIA PR/NC/PALLY DOING BUSINESS IN THE F!b.0 OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE " EAR rHWORK SPECIF/CATIONS " ATTACHED TO THE PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRFCQNSTRUCDQN MFFDNG SHA/ I BF HEID AT THE SITE PRIOR TO THE BEGINNING QF WORK AND SHAii BF AUfNOW BY All REPRFS[NTATIVFS A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16.120 A.10/ CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS ANO RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. ( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. GEDTECHNICAL PLAN REVIEW, LA POSADA MEN'S SHELTER, RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESTING AND ALL OTHER A$PFCT$ OF THE WORK THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 4J8-J891 AT LEAST FIVE(5) J4. WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED ORA WINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR 35. THE SOILS REPORT TITLED IMPALA DRIVE, CARLSBAD, CA (JOB#09 224 P} , Al THE MEETING. PREPARED BY VINJE & MIDDLETON ENGINEERING INC. DA TED ~ 15. Al /NSPFCDQN RFOUFSb THFR THAN FOR PRFCONST •iGTION MFEDNG WIii BF ;\' M, i1F BY CAI I ING THE t, IGINFFRING 24 HQI/R INSPFCDON RFOIJEST I INF AT APRIL 6 ,2o.1L, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE oi Qt;O) 438-3891 INSPECTION REQUEST MUST BE R[CEIVED PRIOR TO 2: 00 P.M RECOMMENDATIONS AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT. ' 011 THE DAY BEFORE THE l/·1SPECTION IS NEEDED. INSPECTIONS WILL BE MADE ~ TliE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER " 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. g 16. T/!E OWNER AND/OR APPLICeNT THROUGH THE DEVELOPER AND/OR CONTRACTOR ci. S:-IALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING ~ SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, w STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. i=" w 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMIIBNG i=" ~ 'O f--' w w I <J) w -' r-e= A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLA T/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 EXCAVATION. IF THE PLAN VAR/£S [ROM TH£ SHOR/NG SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A SOILS ENGINEER'S CERTIFICATE c-w w I '!) 0 REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE, A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. LICENSE EXP/RATION DA T.E: DEC. 31, 2012 ';l ill E Q. 0 I -~ <J) ro 'O ro ~ [l. ."l -0 0 d, 0 (') 0 <J) 0 0, © i5 18. ,'IO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERA T/ONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL C£ASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. PROJECT LOCATION THIS PROJECT IS LOCATED AT 2478 IMPALA DRIVE, CARLSBAD CA WITH ASSESSORS PARCEL NUMBER 209-041-28 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 33" 68' 22" W_lulLZ_' 1.<l6L'_i.0126_" _____ _ 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARM/Na" UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA T/ON OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND APPROXIMATE EARTHWORK SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING TriE EARTrlWORK SHOWN HERE IS AN ESTIMATION, OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY WHICH MAY NOT INCLUDE EXACT NUMBERS FOR HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) PAVEMENT SECTIONS, FOUNDATION, UTILITY AND 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE OTrlER EARTHMOV1NG SPOILS, NOR DOES IT TAKE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF INTO ACCOUNT ANY SHRINKAGE OR LIME TREA Th1ENT. WORK. IT IS UP TO TrlE GENERAL CONTRACTOR TO 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE PROJECT ACCURATE EARTrlWORK NUMBERS IN DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR EFFORT TO ENSURE THE SITE BALANCES PROPERLY. SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL REMEDIAL GRADING ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. CUT 5,000 CY 2J. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE FILL 5,000 CY TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN . TYPE CISTERN BIOSWALE BIO-RETENTION FLOW TrlROUGH PLANTERS INDEX LEGAL DESCRIPTION PARCEL 2 OF PARCEL MAP 15247 IN THE CITY OF CARLSBAD, FILES IN THE OFF/Cf OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MAY 25 1988, AS FILE No. 88-247094 OF OFFICIAL RECORDS. A.P.N.: 209-041-28 SHEET INDEX SHEET 1 SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 8 SHEET 9 ...................... Tl TLE ...................... NOTE SHEET ...................... GRADING PLAN ...................... GRADING PLAN ...................... BMP PLAN ...................... UTILITY PLAN ...................... UTILITY PLAN ...................... DETAIL SHEET ...................... DETAIL SHEET MAP BENCHMARK CLSB 108 FOUND 2.5" BRASS DISC IN DRAINAGE BOX INLET ON NORTrl SIDE OF PALMER WAY, 100 FT EASTERLY OF COUGAR DRIVE. NAVD 88 ELEVATION: 248.59 CONVERSION FROM NAVD 88 TO NAVD 29 IS EQUAL TO SUBTRACTING (2.241') NAVD29 -(NAVD 88 -2.241') BASIS OF BEARINGS THE BASIS OF BEARINGS IS TAKEN AS THE CENTERLINE OF IMPALA DRIVE NORTrl 78"14'55" EAST, PER PARCEL MAP 15247, FILED 88-247094, CITY OF CARLSBAD, SAN DIEGO COUNTY OFFICIAL RECORDS. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 670J OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: WAREMALCOMB ADDRESS: 6363 GREENWICH DR. STE. 175 CITY, STA TE:,-=SA~N~Dl=EG~O~C~A _________ _ TELEPHONE:--"B:,::5B,c_-_,,6:,::3B"---'7-"27"-'7---,ff-,----,----ze?--7'T--~ BY: J~;!};.Y DATE: 6'/,z,/1~ FELIX GONZALEZ ➔T REGISTRATION EXP/RAT/ON DA TE: JUNE 30, 2013 REQUIRED 'l'REA'l'MENT CONTROL BMP TABLE DESCRIPTION · OWNERSHIP MAINTENANCE SHEET NO . MAINTENANCE AGREEMENT FREQUENCY PVT BMP MAINTENANCE AGREEMENT 4,8 DEBRIS REMOVAL EVERY QUARTER TC-30 BMP MAINTENANCE WEEKLY PVT AGREEMENT 3,4,9 TC-32 BMP MAINTENANCE SEMI ANNUAL PVT AGREEMENT 3,9 VEGETATION MGT. TC-32 BMP MAINTENANCE SEMI ANNUAL PVT AGREEMENT ':3,4,8 VEGETATION MGT. C ro (/) .,', C © 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF * VOLUME IS BASED ON THE ASSUMPTION OF SUSMP PROJECT PRIORITY HIGH E 0. 0 WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A REMOV1NG AND REPLACING THE TOP 2' OF SOIL ~ © 0 MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED ANO APPROVED SET OF EROSION PRECISE GRADING REFERENCE DRAWINGS: CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT. VICINITY PACIFIC OCEAN SOURCE OF TOPOGRAPHY y MAP ORION ROAD NOT TO SCALE CITY OF CARLSBAD TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TEO BY GROUND EXPLORATION AND TOTAL STATION METHODS FROM INFORMA T/ON GATHERED ON 20JM. BY ATLAS GEOSPACIAL TOPOGRAPHY SHOWN HEREON CONFORMS TO NA T/ONAL MAP ACCURACY STANDARDS. CONTINUED FROM LOWER RIGHT DRAINAGE DITCHES TYPED STD. D-75"-*"-_ _ _ ------>------>------>. 121 LF. DRIVEWAY _______ -_STD. GS-12-___ _ 6" CURB AND GUITTR _____ STD G-~ ____ _ WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, 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, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. WORK--TO-BE-DONE-GON'I'-INUED 1. CARLSBAD MUNICIPAL CODE 2. J. 4. 5. 6. 7. 8. CITY OF CARLSBAD ENGINEERING STANDARDS THIS SET OF PLANS RESOLUTION NO. 6796 & 6797 DA TED AUG 3, 2011 THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). SOILS REPORT AND RECOMMENDA T/ONS BY VINJE & MIDDLETON ENGINEERING, INC. JOB# 09-224-P DA TED A~RIL 6, 2011 THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED N A 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED -~N=A~---- 10. STORM WATER POLLUTION PREVENTION PLAN PREPARED RY WARE MALCOMB DA TED: FEB. 2012 SWPPP NO. 110411 WPIP ~lO. 9 ":!>7 C. '?,<,,~S"I$ 11. STORM WATER MANAGEMENT PLAN PREPARED RY WARE MALCOMB DATED: JANUARY J, 2011 SWMP NO. 110014 12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. LEGEND 560 SF. =cc=~~~ 240 LF. =---63 LF. =---200 LF DESCRIPTION STD DWG.NO.* SYMBOL QUANTITY 6" CURB ONLY-DEEPEND ____________ _ 6" CURB ONLY _______________ _ RECTANGULAR STEEL PIPE 3"x12" CURB-0-LET STD. TCD 414 ---7 LF. CIRCULAR PIPE TO RECTANGULAR PIPE ADAPTER CURB-0-LET STRAIGHT ADAPTER STD. CP-SPA 12 D RECTANGULAR STEEL PIPE 4"x14" CURB-0-LET STD. TCD 414 --'---- CIRCULAR PIPE TO RECTANGULAR PIPE ADAPTER CURB-0-LET STRAIGHT ADAPTER STD. CP-SPA 14 D 1 EA. 7 LF. 1 EA. 8" SD-35 STORM DRAIN LINE.-- - - - - - - - - ------490 LF 6" SD-35 STORM DRAIN LINE-- - - - - - --· - ------1,362 LF 4" PERFORATED SD-35 STORM DRAIN LINE-_ _ _ _ _ : . -: 388 LF ·4" SD-35 STORM DRAIN LINE.-- - - - - - - - - - 4" WIDE WHITE CONCRETE PAVER _____ ---- POROUS PAVER5_ ______________ _ 4." THICK P.C. CONCRETE SIDE WALK __ G-7*_ __ _ GREASE INTERCEPTOR ____________ _ 2" WATER SERV1CE CONNECTION (DOMES)-- --W-4 1" WATER SERVICE CONNECTION (IRRIG.)-- - --W-3 6" DOUBLE DETECTOR CHECK VALVE ASSEMBLY--W-22 2" BACK FLOW PREVENTER-- - - -W-20 - - - - - 1" BACK FLOW PREVENTER-----W-20------ ----20 LF ====144 LF. --~~835 SF. lo 01 EA. ~ EA. -----€§) EA. Iii.:] EA . D EA. D EA. FIRE SERVICF_ _________________ --fS--1 EA. GATE VALVE _____________ W-16 ~ 3 EA. THRUST BLOCK-- - - - - - - --W-15,W-19_ _ _ _ B> 2" WATER METER AND BOX (DOMESTIC)_ _ _ _ _ _ _ _ _ [fil 2 EA. 1 EA. RELOCATED 1 "WATER METER AND BOX (IRRIGA TlON)_ _ _ _ _ ~ 1 EA. 2" VALVE HOT TAP W/ STAINLESS STEEL TAPPING SLEEVE ______ 1 EA. 6" VALVE HOT TAP W/ STAINLESS STEEL TAPPING SLEEVE ______ 1 EA. KRISTAR FLO GARD CATCH BASIN (FG-M1818) ___________ 7 EA. PLANTER OVERFLOW OUTLET (BROOKS 1212CB) _______ ~ __ 4 EA. PLANTER OVERFLOW OUTLET (BROOKS 2424CB) __________ 3 EA. PLANTER OVERFLOW OUTLET (BROOKS 3636CB) __________ 1 EA. POP-UP DRAINAGE EMITTER (NDS#620 6") ____________ 2 EA. TURF BLOCK MATERIAL _____________ iw<2wx2i3,679 sF. PROV1DE 24" CURB OPENING.-_________ _ c::::::::::J 15 LF. RIBBON GUITTR _______ STD. G-12!.. _ _ _ _ ==,-~ 27 LF. PROPERTY LINL ______________ _ BUILDING PERIMETER _____________ _ EXISTING SPOT ELEVATION_____________ (f7S(f.'Z2) -EXISTING CONTOUR _____ --- - - - - - - - --(1750)-- EXISTING TOP OF SLOPE ____________ _ EXISTING FENCE _________________ _ EXISTING CURB TO BE REMOVED _________ _ EXISTING FIRE HYDRANT ____________ _ RELOCATE EXISTING FIRE HYDRANT__ ..STD W-12 __ _ EXISTING 1.5" WATER METER TO BE REMOVED ___ _ EXISTING 1.5" BACK FLOW PREVENTER TO BE REMOVED EXISTING 1" WATER METER TO BE RE-LOCATED EXISTING 1" BACK FLOW PREVENTER TO BE RE-LOCATED EXISTING TRANSFORMER ___________ _ EXISTING ELECTRICAL BOX ___________ _ EXISTING OVERHEAD LINE ___________ _ C.J PROPOSED CONTOUR._ _____________ -1750-- PROPOSED SPOT ELEVATION.._ -______ ... __ / TZSP-ZZ GRADE BREAK ________________ --GB- RIDGE LINE _________________ _ CUT SLOPE (PER GRADING PLAN) ________ _ yy DIRECTION OF DRAINAGE(1% MIN.) ________ _ FOUNDATION DRAIN ____________ -----FD-- BIO-SWALE _________ PER DETAIL ____ _ RIP RAP ENERGY DISSIPATER __________ _ CONSTRUCT FLOW TrlRU PLANTER _________ _ ADA PARKING STALLS _____ STD. M-27AL __ _ PARKING STALLS-- - - --------- - - - NEW TRASH ENCLOSURE _ ---________ _ r-----1 L _____ J ADA CURB RAMP _______________ _ TRENCHING _________ GS-25,GS-26 ___ _ CONCRETE PAD FOR BIKE RACK ---------- - ROOF DRAIN DOWNSPOUT SPLASH BLOCK _____ _ □ RETAINING WALL _______ STD. C-4* ___ _ GUARDRAILS _______ STD. M-24,.._ _____ _ SPILLWAY FOR BIO SWALL-- -_______ _ CONTINUE LEGEND ON UPPER LEFT STANDARD PLANS PER CITY OF Ci\RLSBi\D SIANDAf/US UNLESS OTHERWISE NOTED. *SAN DIEGO REGIONAL STANDARD DRAWINGS. ***MODIFIED BY CITY STANDARDS. OWNER'S CERTIFICATE I ( WE ) HEREBY CERTIFY THAT A REGISTERED NNING DEPARTMENT APPROVAL "AS BUILT" Fit4ztcff 4<-SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. '.??LNwJt~g~.,141 SISTER RA YMONDA DUVALL 1 DATE 71 (SIGNED) DATE:0j/ 7 j.3Jtz_ r,"\ CITY PLANNER ',t.__ .l ~ f.1P_ DATE:dS"/2 {,, ~ (SIGNED) I' 1,,,., RECOIIIIENDED BY: _'.:D.!..1.!A,,,,,_,-j.,__\;k;.._,..'"\'-'vL°"l?"R....,.5.e,;QL;"-c,,,,,_J (PRINT N.&IIE) RCE: NO. 67660 EXP. 6/30115' REV1EWED BY: X, A( 'J I ~--INS~ r.ei,,?· 300 LF. EA. EA. EA. EA. EA. 164 LF. 393 LF. 192 SF .. 1,769 SF. 1 EA. 9 EA. 2 EA. 1 EA. 177 SF. 54 SF. 9 EA. 1,260 SF. 140 LF 99 SF. !Z /25/15" DATE ' DATE f---+--l-------------1---1---1----1--____j I SHE~T I CITY OF CARLS BAD I SHEgETS I ENGINEERING DEPARTMENT :==::::'..'.::===========-=== GRADING PLANS FOR: 2 CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY CUT 1,965 CY DWG 248_5 SHEET 9 iij THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. FILL 615 CY DWG 215 _7 PLAN8 PREPARED BY: c 26. ALL SLOPES SHALL BE TRIMMED TO A FIN/SH GRADE TO PRODUCE A UN/FORM EXPORT 1,350 CY a<ehitectme WARE MALCOMB LA POSADA DE GUADALUPE DE CARLSBAD ~ SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND planning '""'""°"''"fu•Com"""'''...,....., 2478 IMPALADRIVE,CARLSBAD.CA g-ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED inte,1ocs 6363 greenwich dr. sle. 175 TITLE ~ AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. CITY OF CARLSBAD FIRE DEPARTMENT grnphics sandicgo. california 92122 APPROVED:~ j, L -/),_./ GLEN. K. V~ P~SKI ~ 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED REQUIREMENTS civilengineenng p 858·638·7277 • f 858·638 ·7506 42£h2_ --'-i/d,, ~ ff/itJ/l;;J ~ WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE NO OFF.H(s)_j_ F.FLOW.mfJ.G.P.M. OUT OF 2 F.H.(S) PREPAREDUNDERTHEDIRECTSUPERVISIONOF, ENGINEERING MANAGER, PE 41204 EXPIRES 3 31 13 ;DATE· c AS SHOWN ON THE APPROVED GRADING PLANS. B . SPRINKLED ~o F.FLOW -G.P.M. -4 1 'i': ~j -7,/, A / . d? /) DATE INITIAL DWN BY: '"· PROJECT NO. DRAV.:NG NO jL ______________________________________________ ...L.!.!!!:~~~~:.:..L---~~:·::'_~_.'T~-'b_...L __ ~:=~=---....:'.'.:.:t.~~~""i"~·~G~•,....-'(,,.,--":::.::::::.:~:::.....--□A-T-E~5:/~z~/~1~~::J.::'.'.:'.'.~~.:'.:'.'.~--_:,R~E~V:IS:IO~N:::._:D~E:S:C:R~P~T~~~---J.:~DA~TE~:IN~lll:A~L.LD~A~TE..::IN~lll:A~LigcR~Hv"!!KgDD~BB~yy~::'~•~,~~::::~~~u~~Jg~-0~8~~~~1~-~t~ FEqx GONZALEZ Rc??io. 67660 EXP. 6/30/13 ENGINEER OF WORK 01HER APPROVAL CITY APPROVAL 061312 tu w I '!! 0 ~ C Q) E Q 0 ~ Q) 0 -~ '!! ro TI ro ~ Q_ ro _; 0 0 co -0 0 o\ 0 ('.) 0 '!! 0 "' Q) i5 C ro (J) i' Q) E Q 0 ID > Q) 0 2 0 'E Q) E Q 0 1 0 LETTER OF PERMISSION FOR GRADING AND CONSTRUCTION OF GRADING IMPROVEMENTS SAN DIEGO GAS & ELECTRIC COMPANY (SDG&E) IS THE OWNER OF VARIOUS ELECTRIC AND NATURAL GAS TRANSMISSION EASEMENTS LOCATED IN AND ADJACENT TO THE PROPERTY MORE PARTICULARLY DESCRIBED AS; 2478 IMPALA DR/\/£, CARLSBAD, CA 92008, APN 209-041-28. SAID SDG&E EASEMENTS FILED AS DOCUMENT 157924 ON JULY 4, 1960 AND IN OFFICIAL RECORDS OF THE OFFICE OF THE COUNTY RECORDER, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA. SAN DIEGO GAS AND DOCUMENTS FILED AS 157934 ON AUGUST 4, 1960, AND DOCUMENTS FILED AS 65560 AND 65561 ON MARCH 31, 1960 IN OFFICIAL RECORDS OF THE OFFICE OF THE COUNTY RECORDER, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA. UPON REVIEW OF THIS PLAN FOR THE PROPOSED DE\IELOPMENT, RECEI\IED, THIS DA TE BY SAN DIEGO GAS AND ELECTRIC, WHICH SHOW THE PROPOSED GRADING AND IMPRO\IEMENTS ON THE PROPERTY SUBJECT TO DUR EASEMENTS; GRADING PLANS FDR: LA POSADA MEN'S SHELTER. PERMISSION IS HEREBY GRANTED TO RSM CONTRACTORS, INC, A CALIFORNIA LIMITED LIABILITY COMPANY (PERM/TT££) TO GRUB, GRADE, AND INSTALL IMPRO\IEMENTS ONLY AS SHOWN ON THE ATTACHED PLANS, SUBJECT TO THE FOLLOWING CONDITIONS: 1. EXP/RATION: THIS "PERMISSION TO GRADE" TO GRADE SHALL EXPIRE IF GRADING DOES NOT COMMENCE WITHIN 6 MONTHS FROM THE DA TE OF THIS LETTER AND WORK IS NOT DILIGENTLY PURSUED TO COMPLETION. 2. SUBM/TTALS: 2.1. FINAL SIGNED APPRO\IED PLANS MUST BE SUBMITTED TO SDG&E'S LAND MANAGEMENT REPRESENTA Tl\/£ A MINIMUM OF 10 WORKING DAYS BEFORE COMMENCEMENT OF GRADING AND CONSTRUCTION OF IMPRO\IEMENTS WITHIN THE EASEMENT AREA. 2.2. PERM/TT££ AGREES TO SUPPLY SDG&E TRANSMISSION ENGINEERING WITH 'AS BUILT' PROFILE MAPS, IF REQUESTED, OF THE GRADE CHANGES WITHIN ITS EASEMENTS. PROFILES SHALL BE AT THE SPECIF/CATIONS OF SDG&E'S TRANSMISSION ENGINEERING DEPARTMENT. 2.3. SITE IMPRO\IEMENT PLANS AND LANDSCAPE PLANS HA\/£ NOT BEEN REVIEWED OR APPRO\IED AT THIS TIME. PERM/TT££ AGREES TO SUPPLY SITE PLANS AND LANDSCAPE PLANS FOR REVIEW, APPROVAL AND ISSUANCE OF A "PERMISSION TO GRADE AND CONSTRUCT IMPROVEMENTS" LETTER WHEN THE PLANS ARE COMPLETED. 3. PRE-CONSTRUCTION MEETING: SDG&E'S LAND MANAGEMENT REPRESENTA Tl\/£ MUST BE INVITED WITH AT LEAST FORTY-EIGHT ( 48) HOURS PRIOR NOTICE, WHETHER BY TELEPHONE, FAX OR OTHERWISE, TO ANY PRE-CONSTRUCTION MEETINGS HELD BEFORE THE START OF CONSTRUCTION. 4. GRADING: 4.1. AT LEAST TWENTY-FOUR (24) HOURS NOTICE MUST BE GI\IEN TO SDG&E'S LAND MANAGEMENT REPRESENTATl\1£ BEFORE START OF WORK OR MAKING FIELD CHANGES TO PLANS WITHIN SAID EASEMENT. 4.2. PERM/TT££ IS RESPONSIBLE TO CALL DIG ALERT AT 1-800-227-2600 FOR ALL UNDERGROUND MARK-OUT LOCATIONS. 4.3. CLEARANCE OF (35) FEET MINIMUM BETWEEN THE SDG&E ELECTRIC TRANSMISSION WIRES AND THE NA TUR AL GROUND SHALL BE MAINTAINED ON ANY G/\IEN DAY, NOTING LINE SAGS VARY DEPENDING ON AMBIENT TEMPERA TUR£ AND LINE CURRENT. ALL CAL-OSHA REQUIREMENTS FOR CLEARANCES BETWEEN HIGH VOLTAGE WIRES AND HEAVY EQUIPMENT MUST BE MAINTAINED. 4.4. NO GRADING SHALL BE ALLOWED WITHIN TEN (10) FEET OF A SINGLE WOOD POLE STRUCTURE OR ANCHOR, WITHIN FIFTEEN (15) FEET OF MUL Tl-WOOD POLES, WITHIN TWENTY (20) FEET OF STEEL LA me£ TOWERS OR WITHIN THIRTY (30) FEET OF STEEL POLES. 5. EROSION CONTROL: 5.1. ALL DISTURBED AND CREATED SLO/'ES, WITHIN THE SDG&E ELECTRIC TRANSMISSION EASEMENT, SHALL BE HYDRO-SEEDED OR PLANTED BY PERMITTE: WITH AN SDG&E APPROV'D MIX. 5.2. PERM/Tic[ SHALL DESIGN, IMPLE} NT AND MAINTAIN EROSION CONTROL TO MEET THE cou,1TY OF SAN DIEGO'S AND THE CITY OF SAN DIEGO'S I ,-QUIREMENTS. 5.3. ALL DR .. · ,GE SHALL BE DESIG,vED TO PRE\IENT EROSION OF SOS . ACCESS ROADS. 6. STORAGE: THIS PERMISSION TO GRADE LETTER DOES NOT PERMIT STORAGE OF EQUIPMENT, MATERIALS, DIRT OR DEBRIS ON THE EASEMENT OR FEE OWNED PROPERTY. 7. ACCESS: 7.1. SDG&E RESER\IES THE RIGHT TO INSPECT AND PERFORM QUALITY CONTROL WORK DURING CONSTRUCTION. 7.2. 24 HOUR PER DAY ACCESS TO ALL EXISTING SDG&E FACILITIES SHALL BE MAINTAINED. 7.3. ALL GA TES SHALL PROVIDE FOR SDG&E ACCESS BY PADLOCK, LOCK-BOX OR KEYED BYPASS BOTH DURING CONSTRUCTION ANO UPON COMPLETION OF CONSTRUCTION. 8. GA TES: PIPE GA TE CONSTRUCTION AND THE LOCATION OF THE GA 1C:S RELA Tl\/£ TO THE STREET TO BE APPR0\1£D BY SDG&E'S LAND MANAGEMENT REPRESENTA Tl\/£. 9.0/JTSTANDING AGREEMENTS: PERM/TT££ AGREES TO PAY FOR, SIGN AND/OR HA\/£ SIGNED ALL CONSENT AGREEMENTS, RIGHT-OF-WAY USE A. TMENTS AND/OR J0/1' . USE AGREEMENTS BETWEEN OG&E AND OWNER, COM, '1NY. OR PUBLIC AGENCIES WHO ENCROACH UPON THE S, , &:£ EASEMENTS WHICH :·•·LL BE SUBJECT TO THE REVOCABILITY CLAUSE AS STA TED IN THE CALIFORNIA PUBLIC UTILITY'S GENERAL ORDER 6 'C AS SHOWN ON WEB SITE: HTTP://WWWCPUC.CA.GOV/PUBLISHED/GRAPHICS/645.PDF. 10. CHANGES: THIS LETTER ,HALL NOT BE CONSTRUED AS APPROVAL OF ANY FIELD CHANGES. SPECIFIC APPROVAL OF ANY CHANGES WITHIN Tl IE SDG&E EASEMENT MUST BE APPR0\1£D IN WRITING BY SDG&E'S LAND MANAGEMENT REPRESENTATIVE. 11. SPECIAL CONDITIONS: 11.1.WHEN RELOCATING ACCESS ROADS PERM/TT££ SHALL ALWAYS PROVIDE AT LEAST ONE PASSABLE WAY ALONG THE EASEMENT FOR SDG&E \IEHICLES. 11.2.ALL TREES AND BUSHES PLANTED IN EASEMENT SHALL BE NO TALLER THAN FIFTEEN (15) FOOT AT MATURITY. \IEGETATION EXCEEDING THIS HEIGHT MAY BE REM0\1£D OR TRIMMED AT PERMITTEE'S EXPENSE IF IT CREA TES A VIOLATION OF SDG&E LINE CLEARANCE REQUIREMENTS. EASEMENT LANGUAGE AND THIS DOCUMENT SHALL PREVAIL OVER DIAGRAMMATIC PLANS SHOULD THERE BE A CONFLICT THAT VIOLA TES SDG&E OR PUC STANDARDS. 11.3.IRRIGATION SYSTEMS LOCATED IN SDG&E EASEMENTS OR IN SDG&E ACCESS ROADS WILL BE THE SOLE COST AND RESPONSIBILITY OF THE PERM/TT££. DAMAGED MAINLINES, LATERALS, VALVES, SPRINKLER HEADS, ETC. SHALL BE PROMPTLY REPAIRED BY PERM/TT££ TO PREVENT EROSION OR WATER DAMAGE TO SOG&E ROADS OR FACILITIES. 11.4.PERMITTEE AGREES TO SUBMIT FOR REVIEW AND APPROVAL A BLASTING PLAN, IF BLASTING JS REQUIRED, MEETING ALL REQUIREMENTS OF SDG&E CIVIL STRUCTURAL DEPARTMENT PRIOR TO ANY BLASTING. 11.5.ALL GRUBBING, GRADING AND BLASTING OPERATIONS WILL USE ADEQUATE DUST CONTROL MEASURES TO PRE\IENT DUST ACCUMULATION ON TRANSMISSION INSULATORS. IF IN THE OPINION OF SDG&E THESE OPERA T/ONS CREA TES A NEED FOR ADDITIONAL WASHING OF INSULATORS PERM/TT££ AGREES TO REIMBURSE SDG&E FOR THOSE COSTS. 11.6.SDG&E WILL NOT BE RESPONSIBLE FOR ANY DAMAGE DONE BY SDG&E OR ITS CONTRACTORS TO ANY FACILITIES LOCATED IN THE TRANSMISSION EASEMENT INCLUDING ACCESS ROADS AND WORK PADS. 12. CONTINGENCIES: 12.1./F THE PERM/TT££ HAS NOT RECE/\1£D A "GUIDE FOR ENCROACHMENTS ON TRANSMISSION RIGHTS-OF-WAY," PERM/TT££ SHALL ACQUIRE A COPY FROM SDG&E'S LAND MANAGEMENT REPRESENTA Tl\/£. 12.2. THIS LETTER IS SUBJECT TO PERM/TT££ OBTAINING THE NECESSARY GRADING AND IMPRO\IEMENT PERMITS FROM THE CITY OF CARLSBAD. CROWN LINE I 5' PROPOSED R.O.W. EXISTING R.0.W. 13. INDEMNIF/CA TION: 13.1.PERMITTEE AGREES TO ASSUME ALL RISK OF LOSS, DAMAGE TO PROPERTY AND/OR INJURY AND/OR DEATH TO PERSONS, AND TO INDEMNIFY AND HOLD SDG&E HARMLESS FROM ANY AND ALL LIABILITY IN ANY WAY ARISING FROM THE PROPOSED GRADING OR CONSTRUCTION OF IMPRO\IEMENTS. 13.2. SDG&E SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR ANY MAINTENANCE OR REPAIR OF THE PROPOSED GRADING OR IMPRO\IEMENTS. THIS INCLUDES, BUT IS NOT LIMITED TO, DRAINAGE AND/OR EROSION PROBLEMS OR DAMAGE CAUSED TO IMPRO\IEMENTS THAT WERE NOT CONSTRUCTED TO TAKE THE WEIGHT OR ACTIVITIES OF \IEHJCLES AND EQUIPMENT OWNED BY OR WORKING ON BEHALF OF SDG&E. 13.3. PERM/TT££ IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CAL-OHSA REQUIREMENTS FOR WORKING AROUND ENERGIZED ELECTRICAL FACILITIES. 14. REGULATIONS: ALL APPLICABLE LAWS AND REGULATIONS OF LOCAL. STA TE AND FEDERAL GO\IERNMENTS AND THEIR AGENCIES SHALL BE COMPLIED WITH. 15. TERMS AND CONDITIONS: THE TERMS AND CONDITIONS OF THE DOCUMENT SHALL BENEFIT AND BIND PERM/TT££ ITS SUCCESSORS, ASSIGNS, AGENTS OR CONTRACTORS. 16. POSTING: THIS PERMISSION LETTER SHALL BE POSTED ON THE JOB SITE AT ALL TIMES. SHOULD YOU HA \IE ANY QUESTIONS OR REQUIRE ADDITIONAL ASSISTANCE, PLEASE CALL ME AT (858} 654-1235. SAN DIEGO GAS & ELECTRIC COMPANY JEFF SYKES RIGHT OF WAY SUPERVISOR SAN DIEGO GAS & ELECTRIC COMPANY GAS TRANSMISSION NOTIFICATION TO MUNICIPALITIES/DEVELOPERS/CONTRACTORS INSTRUCTIONS: 1. ADD THE BOXED NOTE BELOW IMMEDIATELY NEXT TO SDG&E'S GAS TRANSMISSION PIPELINES ON EACH DRAWING PREPARED BY YOU INCLUDING, BUT NOT LIMITED TO, GRADING, IMPRO\IEMENT, ELECTRICAL, LANDSCAPING AND /RR/GA TION PLANS WHEN PLOTTING SDG&E'S GAS TRANSMISSION LINES. WARNING!! EXISTING HIGH PRESSURE GAS LINE TO REMAIN IN PLACE ANY WORK IN GAS EASEMENT SHALL BE PER SDG&E NOTES IN GENERAL NOTES. 2. ADD THE NOTES BELOW, \IERBA TIM, TO THE GENERAL NOTES ON YOUR PLANS: SDG&E NOTES: YOU ARE DIGGING IN THE VICINITY OF AN UNDERGROUND HIGH PRESSURE GAS TRANSMISSION PIPELINE. SOG&E'S STANDBY PERSONNEL ARE AUTHORIZED TO STOP EXCAVATION IF THESE PRECAUTIONS ARE NOT STRICTLY ADHERED TO. 1. SDG&E STANDBY PERSONNEL ARE REQUIRED WHEN DIGGING WITHIN THE GAS EASEMENT OR WITHIN 10 FEET OF THE GAS LINE WHEN IN FRANCHISE POSITION. UNDERGROUND SERVICE ALERT AT 1-800-227-2600 MUST BE CALLED 48 HOURS BEFORE BEGINNING ANY EXCAVATION. 2. WORK SHALL CONFORM TO THE CONDITIONS SET FORTH IN SDG&E'S PERMISSION TO GRADE LETTER, IF APPLICABLE. 3. THE EXCAVATOR SHALL CAREFULLY HAND DIG IF WITHIN 2-FEET OF THE GAS LINE. NO POWER-OPERA TED EQUIPMENT SHALL BE ALLOWED WITHIN 2-FEET OF ANY PORTION OF THE GAS LINE. 4. IF CONTACT IS MADE WITH THE GAS LINE OR ITS GOA TING, SDG&E MUST BE NOTIFIED IMMEDIATELY AT 1-800-411-7343. 5. THE GAS EASEMENT SHALL BE STAKED WITH RIBBONED LA TH AT 50' INCREMENTS AND THE STAKING SHALL BE MAINTAINED AT ALL TIMES DURING GRADING AND CONSTRUCTION OF THE PROJECT. s.:EGO GAS & ELECTRIC COMPANY ~~~&\ SJ>--· S ( I L\ \ I )-. REV/EWE BY: DA TE: TT JEFF SYKES RIGHT OF WAY SUPERVISOR VALID FOR 18 MONTHS FROM DA TE OF SIGNA TUR£ SPE!CIAL NOT'&! TO CONT.itACTOA!: '-':I-\-\,._ .. ., 858 3B~ B 111 •f, AL.L P:Ea,Vltt;l!'.P r!')(CAVATION WITHIN TUE 30" CilA5 T'lfANSMISSION l!!ASl!!ME,NT SHALL 81= P/:lRFOA:MJ!'.P WITH l=GIVI Pt◄E~jT No LA~GER THAN A ROAD GRAPl:':R. :2. PRIOR TO CONS1RUCTION, TWO APD/T'IONAL POTHOLliiS SHAL. L BEi DUG ,47" THE: NORTH EN::> OFT'/./ E G~APIN G. PLANS PREPARED BY: acdutec~cce WARE MALCOMB planning LMdlng Desl'iJn for Commercial Real Esmtll interiors 6363 greenwich dr. ste. 175 graphics san diego. california 92122 civil engineering p 858.638.7277 -f 858.638.7506 1?~0Hss10,t. ~,:;, ,f( ~ ,'\. GONt-, ~ ;:; ¢' (<"' ';. 2; <... No. 67660 I""""' ~ ~ Exp. 6-30-2013 ~ CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT _ __,M,,,IKc,,Ec.-"'CO,.L,,AR~U~s~so~ ____ A T (PHONE NUMBER) 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CON\IENIENT 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 PRE\IENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE /NCORPORA TED 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 PROTECT/\/£ DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE Fl\/£ (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT ( 40%). SILT AND OTHER DEBRIS SHALL BE REMO\IED AFTER EACH RAINFALL. 10. ALL GRA\IEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE. 11. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECT/\/£ CO\IERAGE OF GRADED SLOPES (90% CO\IERAGE) PRIOR TO NO\IEMBER 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, STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CA TJONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO \/£RT/CAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPRO\IEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING} WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HA \IE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CON\IENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% CO\IERAGE. b. GREA /ER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY CON\IENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% CO\IERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPR0\1£D BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DE\IELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM. 3. /RR/GA TION SHALL MAINTAIN THE MOISTURE LE\IEL OF THE SOIL AT THE OPTIMUM LE\IEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLO\IER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNIA d. 4 lbs. PER ACRE OF ACH/LLEA M/LLEFOLIA e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW} f. 1/2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEED/NG. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. f NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. CONTINUE ON UPPER RIGHT CONTINUED FROM LOWER LEFT D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY.· a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING CO\IERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. BUT NOT SATURATED SEED BED. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANEN1L Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEED/NG IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. "AS BUil T" /~d_ ~ F~LIX GONZALcL RCE: NO. 67660 EXP. 6/30/1$" :2('2&/1~ DATE i------+----+------------t---t---t----t----J I SHE~T I CITY OF CARLS BAD I SHEgETS I ENGINEERING DEPARTMENT :=G=R=A=D=IN:=G'...'.P=::L=A=N==S==FO==R=,=========:::'...'.:==~I LA POSADA DE GUADALUPE DE CARLSBAD 2478 IMPALA DRIVE, CARLSBAD, CA NOTES APPROVED: /,///, -/ ___, /. ,-.f1,/ GLEN K. VAN PESKI ~ If.-~ ~ 5/z ~dz. PREPARED UNDER THE DIRECT SUPERVISION OF: 2 TYP.SECTION IMPALA DRIVE * * 11, ~ ._, -' .,,,,,. C/VI'-," ~¼ ,,::;l (7 DATE INITIAL DWN BY: ~~-PROJECT NO. DRAWING NO ENGINEERINGMANAGER, PE 41204 EXPIRES 3/31/13DAT£ '. .§ N.T.S. ' ~~,·~0:--'r..;,c•,;..c:-;:1"""~ ,,c ( 6A.✓ DATE, 5(t,(1z DATE INITIAL DATE INITIAL CHKD BY,,[).. -.. CUP 10-08 473-4A ~ " , ~ REVISION DESCRIPTION RVWD BY ,"l L ______________________________________________________________________ _j __ _::::::::::'.'.:.. __ .,.~ITJ"!,:G:'.'.O~N'._:ZA~L=E=Z~~'~N0:·.'.:67~6=60~---~E~X::P:..:. 6:/3~0'._;i1;:_3.JE::N:::G:IN:EE::R..:O:::F_w:::o:::R:KL _______ _:__:._.....:. ___ ..:,_ ____ .i.::o:::TH:_:E::_R:_A::PP::R'.'.'.O::'.VA:::LJ...:c::.1TY:.:...:A:P:PR:O~V::ALJ..:::::::::::'~::::-::·~=::::::::::::::::::::::::::::::.:::::::::::::::::::I 061312 0 ~ I\) C) 0.,:,. --.J c.o w t E ro 0 0 0 w 0 ~ g_ ro E 2 C 0 ~ 0, ~ D ~ (L (9 z 0 cl. (9 .+ D C ro C, f-w w I 6 ;,l C © E 0. 0 <ii t 0 2 in " D ro w 0 (L ro _, 0 9 C, ~ 0 9 a, 0 ('.) 0 :fl 0, © i5 C ro (/) 6, C ·~ w C 0, C w ·,; 2 > ~ 2 ~ 0 & © C I ~ 0 0 0 -, I -LANDSCAPEc.AREA l,i EXISTING SIDEWALK -I.,._),, ,_; j 342.48FL @ --343.4 nc 342.91FL 343.57TC 343.0?FL -343.?BFL --346.32TC 345.82FL I ·----.. _ B"CF 349 32TC --le~\ --348 8_2f:_L B"CF 350.0HC 349.51FL ( _-) ~.1iJ''35Q 5°TC 6"CF . -1. 350.00FL (350.49FS) B"CF 353.B?TC 353.37FL -, I I I 353.SOLIP f--1--'~ MATCH EXISTING PAVEMENT I ' GRAPHIC SCALE IO I 0 5 IO ! 1_1 ( IN FEET ) 1 inch = 10 ft. \ \ 20 ! / / / / .. / / / / .. '. '''' / / / / / / / / / / / TURF-BLOCK MATERIAL POROUS PAVERS / 4" THICK P.C. CONCRETE SIDEWALK LANDSCAPING SEE SHEET 4 B SEE SHEET 8 REVISIONS DATE NUMBER 08/11/2012 BMP 5 REVISION 04/04/2013 WALL B PROFILE REVISION 08/26/2013 FS ELEVATION REVISION 2013 AS-BUil T BMP'S REQUIRED TREATMENT CONTROL BMP TABLE PLANS PREPARED BY: WARE MALCOMB DESCRIPTION QUANTITY BIOSWALE 124 LF architecture planning interiors graphic::; dvil engineering Leading Design for Commercial Real Estate 6363 greemvich dr. ste. 175 san diego. california 92122 p 858.638.7277 -f 858.638.7506 00+70 ) CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT -----+---- =---- ----I 2 . G~j----so_U_T_H __ _ RETAINING WALL "A" PROFILE (SEE SHEET 4) SCALE 1"= 8' CONSTRUCTION NOTES: 0 @ ® (j) ® ® @ @ @ @ EXISTING FENCE CONSTRUCT GRADED BIOSWALE PER DETAIL 1, SHEET 9. CONSTRUCT RIP RAP ENERGY DISSIPATOR,NO. 2 BACKING,T=1.1FT,FILTER BLANKET LAYERS OPTION: 1,2 OR 3. CONSTRUCT FLOW-THROUGH PLANTER (BMP) PER DETAIL 5, SHEET 8. CONSTRUCT BIO-RETENTION SYSTEM (BMP) PER DETAIL SB.SHEET 9. INSTALL ADA STALLS SAN DIEGO REGIONAL STD. DWG. M-27A. NEW PARKING STALLS, SEE ARCHITECTURAL PLANS EXISTING TOP OF SLOPE CONSTRUCT NEW TRASH ENCLOSURE PER ARCHITECTURAL PLANS CONSTRUCT NEW ADA CURB RAMP, 1:12 MAX SLOPE WITH CAST-IN-PLACE TRUNCATED DOMES. NEW CONCRETE PAD FOR BIKE RACK (4" PCC/4" AB) EXISTING CURB TO BE REMOVED ROOF DRAIN, TYPICAL, SEE ARCH ROOF PLAN @ @ @ @ ® @ @ @ CONSTRUCT RETAINING WALL PER SAN DIEGO REGIONAL STD. DWG. C-4. PROVIDE 12" CURB OPENING. CONSTRUCT RIBBON GUTTER PER SAN DIEGO REGIONAL STD. DWG. G-12. CONSTRUCT POROUS PAVERS PER DETAIL 25,SHEET 8. INSTALL GUARDRAILS PER SAN DIEGO REGIONAL STD. DWG. M-24, POST TYPE. CONSTRUCT DRIVEWAY PER CITY OF CARLSBAD STD. DWG. GS-12. CONSTRUCT 6" CURB AND GUTTER PER SAN DIEGO REGIONAL STD. DWG. G-2. CONSTRUCT 6" CURB ONLY-DEEPEND PER DETAIL 30,SHEET 8. CONSTRUCT 6" CURB ONLY PER DETAIL SHOWN ON SHEET 8. WHEEL STOP PER ARCHITECTURAL PLAN. INSTALL 4" THICK P.C. CONCRETE SIDE WALK PER SAN DIEGO REGIONAL STD. DWG. G-7 ROOF DRAIN DOWN SPOUT SPLASH BLOCK "AS BUil T" RCE: NO. 67660 EXP. 6/30/15 zt-z.slrr DATE REVIEWED BY: c: -::}-...·A-~ho/~ IN5PEci6R DA TE j---j------t------------+-----+------,1-----+-_,J SHE~T I CITY OF CARLSBAD I SHEgETSI ENGINEERING DEPARTMENT ~='...=========::::...'::=::::;I GRADING PLANS FOR: LA POSADA DE GUADALUPE DE CARLSBAD APPROVED: 2478 IMPALA DRIVE, CARLSBAD, CA GRADING PLAN GLEN K. VAN PESKI :r: Nore: ~ DATUM USED FOR THIS BIO-RETENTION 1065 SF PREPARED UNDER THE DIRECT SUPERVISION OF: ENGINEERING MANAGER, PE 41204 EXPIRES 3 31 13 DA TE ; PROJECT IS NAVD88 DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: PROJECT NO. DRAWING NO i L-----------------------------------------------------.l..-F_L_o_w_-T_H_R_o_u_G_H_P_LA_N_T_E_R_L ___ 44_6_s_F __ ...J _________ _:F~EL:::_1x:_.:::Go::'.:N::'.ZA~LE~z:.::R::;c~E_:::N~o:.::. 6'..'.:76:B:::_o ___ DA_r_E_, :Ex~P=. ~s1~30:11~s=J:EN.::.G:1N::E:ER~oF~w:oR.::.KL ___ R_E_v_1s_1_o_N_D_E_s .. c_R_1_P_T_1o_N ____ .J.o~TH::E~R'....A:P::P::Ro:_:v:ALJ_::c1'.'.,TY:.._:AP:P::R::'.ov::_:A:::L.l::~:::~:::~::D:::~:::~:=-=-=-= -=-=-===C=U=P=1=0=-=0=8====4=7:::3=-4=A=:I E m c--"· m ' N ~ 0 N 6 '" ~ ill e, ill e, ~ u z :5 o_ ('.) z 0 <( 0-.'9. " u C m '" 1-w w I '!! 0 Sl c w E Cl. 0 w ~ 0 . ~ ~ 1il 1'l o_ -"l 0 0 c.\ ~ 0 0 d, 0 ('.) 0 Vi 0 0, ill 0 C m Vi ic w E Cl. 0 ~ ill 0 2 0 '§ ill E Cl. 0 1 0 2 ~ I" -a !" / SEE SHEET 8 \ \ \ ' \ LU > -0:: 0 <( _J \ -r.. .. f-9········• ... ·w-.. 26.00' I ....... w----•··-·-·-' I B"CF 356.11TC 355.61FL I I I 355,7_4~IP f--'-"H I I I. 26.00' I ;;5662Fst .: <( 0.. ~ 10.00' - FOUND 2" IR~N PIPE--~ CENTERLINEpF IMPALA i, '; B"CF358.16TC 357.66FL DRIVE AT EA~TERL Y END OF CUL-DE-SAC WITH BRASS DISC ILLEGIB\-E ! ELEVATION! 3.59.69' CONSTRUCTION NOTES: G) EXISTING FENCE ® 0 @ @ @ @ @ ® @ CONSTRUCT GRADED BIOSWALE PER DETAIL 1, SHEET 9. CONSTRUCT RIP RAP ENERGY DISSIPATOR,NO. 2 BACKING,T0 1.1FT,FILTER BLANKET LAYERS OPTION! 1,2 OR 3. CONSTRUCT FLOW-THROUGH PLANTER (BMP) PER DETAIL 5, SHEET 8. NEW PARKING STALLS, SEE ARCHITECTURAL PLANS EflSTING TOP OF SLOPE .l!STRUCT GRASS PAVc ·=NT/TURF-BLOCK MATERIAL VER 12" OF SANDY GRAV,. ROAD BASE COURSE l·AATERIAL COMPACTED TO :,5% OVER IMPERMEABLE LINER. EXISTING CURB TO BE REMOVED PROTECT EXISTING TRANSFORMER PROTECT EXISTING ELECTRICAL BOX PROTECT EXISTING OVERHEAD LINE ROOF DRAIN, TYPICAL, SEE ARCH ROOF PLAN CONSTRUCT RETAINING WALL PER SAN DIEGO REGIONAL STD. DWG. C-4. CONSTRUCT SPILL WAY FOR BIO SWALE PER DETAIL 22,SHEET 8. PROVIDE 12" CURB OPENING. CONSTRUCT POROUS PAVERS PER DETAIL SHOWN ON SHEET 8 INSTALL 6000 GALS CISTERN PER DETAIL 26 SHEET 8 OR APPROVED EQUAL. INSTALL GUARDRAILS PER SAN DIEGO REGIONAL STD. DWG. M-24, POST TYPE. CONSTRUCT DRIVEWAY PER CITY OF CARLSBAD STD. DWG. GS-12. CONSTRUCT 6" CURB AND GUTTER PER SAN DIEGO REGIONAL STD. DWG. G-2. CONSTRUCT 6" CURB ONLY PER DETAIL 31, SHEET 8 . INSTALL 4" WIDE WHITE CONCRETE PAVER TO DELINEATE EDGE OF STALL AND ACCESS ROAD. INSTALL 4" THICK P.C. CONCRETE SIDE WALK PER SAN DIEGO REGIONAL STD. DWG. G-7 CONSTRUCT DRAINAGE DITCH PER SAN DIEGO REGIONAL STANDARD D-75 TYPED. ROOF DRAIN DOWN SPOUT SPLASH BLOCK LEGEND TURF-BLOCK MATERIAL POROUS PAVERS 4" THICK P.C. CONCRETE SIDEWALK LANDSCAPING TO BE RELOCATED SEE UTILITY PLAN SHEET 6 B"CF359.77TC ... 359.27FL I I ---~-1 ... ,,; I I I I I I ~ I *I I O I ~ (359.56FS)): -~l':r1J I ,,, ,,, ,, . --..,. . ,_ '-.. .. I · ,AATCH EXISTING------..• '·! PAVEMENT -----.J ---i'·s----VS-l-·····I 'I:·········· I I I I --r--G··· .. 6"CF 360.21TC 360.71FL .-O"CF 360;94JC _ _]_ __ 3 0-. f]L I 14 ·· ·-o"CF 362.62TC •, 361.62FL '• B"CF 362.26TC (36f:76)FL •,. / , __ WARNING!! 1 EXISTING HIGH PRESSU E / GAS LINE TO REMAIN / IN PLACE 11 / ANY WORK IN GAS E SEMENT ~HAL{ BE PER SDG&E NOTES I 11NOTES. NOTE: DATUM USED FOR THIS PROJECT IS NAVDBB \ SAN DIEGO GAS & ELECTRIC COMPANY SEE SHEET 3 355.50INV. OVERFLOW i SPILL WAY/ ! '-~--+-~ I BMP 5 EXISTING 354.98 FS RIGHT OF WAY LINE TO BE VACATED PER STV10-01 \ BMP.6 BMP5 \ 19 \ 356.00TW . 354.98 FS ' \ •, STEM WALL O' RETAINtt"G \ \ / I / FF=355.00 . ~.,. REQUIRED TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTITY E 354.83 FS 354.91 FS 19 354.98 FS STEM WALL O' RETAINING Pl.ANS PREPARED 8'1': ~v~bb~-~J,~LJ\) ~ t-----C-I-ST_E_R_N---+----1-EA------1 Jeff~ykes BIOSWALE 262 LF Right uf Way Supervisor Valid for 18 Munths Crom Date of Signature FLOW-THROUGH PLANTERS 1,432 SF I .. '" ·1354.91 354.84TG I I I I 354.98 / FS / I / I 1: F~{ I I I / 354.98 / I / / FS I I I I i / I I I ;CHECKDAM/SPILLWAY "B" 31 SEE DETAIL 22, SHEET 8 STEM WALL , 0.83' RETAINING' ,,•· 355,33' 358.54FG CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT I , I j \ .13\ > ' . . ; < ' 3 354.27FL :•,' • 353.77TPL , • : f.~·•::-, 111,; I ~ -/ // 4 19 .. 39lh-ULJ --'>--'> 355.09 FS 2.00% !I I 1BMP 1 1 6" SD PIPE \ 354.51FG \ 353.32 0-SWALE INV. 348.21 PE INV. 23 I 353.18INV. 2 I I ) I 355.37FG \ 354.43 BIO-WALE INV. 349.01 PIPE NV. 23 -·-· ..... ···-.J ... I 54.30INV. 23 \ I 358.46FG J I I I 354.53 BI0-S ALE INV. 361.00FG 354.31 BIO-SW \ E INV. 351.41 PIPE INV\ SEE I HEET 1 A SEE SHEET 8 / WARNING!! EXISTING HIGH PRESSURE GAS LINE TO REMAIN IN PLACE ANY WORK IN GAS EASEMENT SHALL BE PER SDG&E NOTES IN GENERAL NOTES. G RAPHlC SCALE 5 10 l~I 20 I z/zslt, DATE REVIEWED BY; / ~~,,-.--ISPECTR V,tJ.llrf DATE --+--t------------+--+----1----l-~ I SHE~T I CITY OF CARLSBAD I SHEgETS I ENGINEERING DEPARTMENT ~G~R=:=A:::::D~I N~G'.'.Pcc=L=:A=:=N~S=F~O~R~: =========::"::==~I a<ehitectuce WARE MALCOMB planning Lading Dnlgn for Conm,rcial Real Emtl interiors 6363 greenwich dr. ste. 175 graphics san diego. california 92122 r.:ivil engineering p 858,638.7277 -f 858.638.7506 PREPARED UNDER THE DIRECT SUPERVISION OF: DATE: B('l. ftz EXP. 6/30/13 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL 01HER APPROVAL CITY APPROVAL LA POSADA DE GUADALUPE DE CARLSBAD 2478 IMPALA DRIVE, CARLSBAD, CA GRADING PLAN GLEN K. Vl)if PESKI 5'/z~z ENGINEERIN MANAGER, PE 41204 EXPIRES 3 31 13 'DATE DWN BY: CHKD BY: <._fl-•,_n; RVWD BY: PROJECT NO. CUP 10-08 DRAWING NO 473-4A 061312 0 ~~ 0~ .... ...., c.o w t E ro 0 0 u w 0 0 A ro E ~ C 0 ~ ~ "O C ro 0:: Q. 2 al ' en f--w w I g u 'E w E Q_ 0 w ~ 0 .-& {fJ " "O ro w 0 Q. ro ---" 0 0 "' ~ 0 0 d, 0 CJ 0 '!! 0 g, 0 C ro {fJ 6, C ·c w w C ·o, C w ·s ~ s 0 ] ~ ~ ~ O'. w C ·~ ~ 0 0 I 0 O'. ; ~ 352.57FL OVERFLOW SPILLWAY BMP2 47.67 IN\/. 347.70 IN\/. OUTLET STRUCTURE PER DETAIL 5, SHEET 9 --/ ·- BMP8 -------~~ ~ CLEAN-OUT) '-''---~J & 0 ------- TOP OF PONDING LEVEL SOIL LAYER PERFORATED PIPE GRAVEL LAYER RIP-RAP ENERGY DISSAPATOR TOP OF PONDING LEVEL SOIL LAYER 353.28 TW PERFORATED PIPE GRAVEL LAYER RIP-RAP SOIL LAYER ENERGY DISSAPATOR TOP OF PONDING LEVEL 353.83 TW PERFORATED PIPE GRAVEL LAYER RIP-RAP ENERGY DISSAPATOR ® I V) ,r 0 I I I GRAPHIC SCALE ,0 0 111711171111 ( IN FEET ) 1 inch = 20 ft. * CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT SOIL LAYER BMP BMP1 BMP2 BMP3 BMP4 BMP5 BMP6 BMP7 BMP8 BMP9 TOP OF PONDING LEVEL FLOW 354.38 TW PE RF ORA TED PIPE GRAVEL LAYER DESCRIPTION LENGTH THROUGH PLANTER 112 FT 349.41 INV. RIP-RAP ENERGY DISSAPATOR WIDTH VARIES BIORETENTION PER PLAN PER PLAN FLOW THROUGH PLANTER 7 FT 5 FT CISTERN na na FLOW THROUGH PLANTER 90 FT 7.84 FT FLOW THROUGH PLANTER 27 FT FLOW THROUGH PLANTER 10 FT 12.5 FT 5.3 FT FLOW THROUGH PLANTER 8.0 FT 5.38 FT FLOW THROUGH PLANTER 8.75 FT SOIL LAYER BMP SIZING TABLE TOTAL HEIGHT d1 (PONDING (TOP OF WALL 0 PIPE INVERT DEPTH) VARIES ** 10 IN 4.92 FT 13 IN 4.48 Ft 10 IN na na 7.14 FT 10 IN 6.5 FT 10 IN 5.16 FT 10 IN 4.30 FT 10 IN * FOR ACTUAL DIMENSIONS FOR BMP1, SEE 8 FT 4.61 FT 10 IN LONGITUDINAL PROFILE ABOVE. RECYCLED WATER NOTES: Terms: TR Top of Rim TG Top Grade TPL Top Ponding Level INV Invert TW Top of Wall HP High Point LEGEND ~ TURF-BLOCK MATERIAL ~ POROUS PAVERS D 4" THICK P.C. CONCRETE SIDEWALK □ LANDSCAPING · <E----· OVERFLOW PATH REVISIONS DATE NUMBER DESCRIPTION 2013 & AS-BUILT BMP'S TOP OF PONDING LEVEL 355.07 TW PERFORATED PIPE GRAVEL LAYER d2(STORAGE DEPTH) ORIFICE (in) 1.50 Ft 0.30 IN 2.00 FT 0.30 IN 1.50 FT 0.30 IN na na 1.50 FT 0.20 IN 1.50 FT 0.30 IN 1.50 FT 0.20 IN 1.50 FT 0.20 IN 1.50 FT 0.20 IN 354.04 FL 349.90 INV. RIP-RAP ENERGY DISSAPATOR VOLUME (gal) DETAILS SEE SHEETS ~ na 5•- na 9 na 8 2,000 8 na 8 na 8 na 8 na 8 na 8 RCE: NO. 67660 EXP. 6130115 ,:z I e':!,/ 1 s DATE ,-----------~r1PPiLAANNSSF-P~R~f:P~:AVR1Ef:DD181iY:;;-, :::-1---;;;;-~~~~~1rl=_=__=__= it_=_=_=_= tt _=_= _=_= _= _=__=_= _= _=_=__= _= _=_= _= _=_= _= _=__= _=_= _= _= _= _=_= _=_= +-t _= _= _=_=-+± _=__= _=__=-1-± _= _= -=-=~~~~~~ GRADING PLANS FOR: ,cchitcctuce WARE MALCOMB SAN DIEGO GAS & ELEC.'TRIC LA POSADA DE G COMPANY r~:~~~~~: '"''"'""''""''=~,., ... ,,,,... UADALUPE DE CARLSBAD E=~~===t====================t===t==±===t==3 I SHE~T I CITY OF CARLSBAD I SHEETS/ ENGINEERING DEPARTMENT 9 6363 greenwich dr. ste. 175 2478 lf>;1PALA DRIVE, CARLSBAD, CA graphics San diego. california 92122 BMP PLAN civil engineering p 858.638.7277 -f 858.638.7506 Reviewed by: Date: Jeff Sykes Right of Way Supervisor Valid for l8 Months from Date of Signature FELIX GONZALEZ RCE NO. 67660 APPROVED: PREPARED UNDER THE DIRECT SUPERVISION OF: DATE: ----,----f=;D;A TE~=t~l~Nl;TI;AL~.+===================================i=~~:=j=~:==f=====1====3 IT~~~~GlfN1E:~~~IN=G_= _=M=AN=A=G=EfR,~PE==4=12~0~4~E~X~P~IR~E~S~3~3~1 ~1~3~~D~A~TE~=~I -REVISION DESCRIPTION DATE INITIAL DATE INITIAL PROJECT NO. DRAWING NO EXP. 6130115 ENGINEER OF WORK CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: CUP 10-08 4 73-4A GLEN K. VAN PESKI E ro 0 0 ~ ~ .,. ~ 0 N ci u "' 0 ~ 0 >, ro E 2 C 0 E <( 0, ~ ,, z :5 0. >->-:::i ;:: ::, ' J--- <D >-UJ UJ I 6 (.) "" C "' E a. 0 ,; > "' 0 2 0 ro ,, ro w 0 0. ro _, 0 9 "' ~ 0 0 ' "' 0 (9 0 ~ 0 0, "' 0 C ro Cl) 6, C ·~ "' C 'o, C UJ '> ~ :2: (.) -w "' ~ ~ 0 w "' ll'. " C -~ ~ 0 (.) "' u ll'. <f <( ::. ~ ' ' w z _, De w f-<( 3 Q_" ul .,: m ~ <( cs -0 ~o S: NO ~ ' De'. ' xw WQ w z :::J w > -0::: 0 <( _J <( a.. ~ 0 0 I 0 0 "' + en r,i, I GRAPHIC SCALE 10 0 5 IQ ~c• i i ( IN r'EE'I' 1 iuclt = IO fl. ;j •:, I '"'':,·\ '1 I i I I I 341.44 INV I 2.00% .· .-,. :j ~-+-' . . .. . I r,;\STA 19+ 18.30 \.:.'::.lpL@28.5' ±LT PER DWG 248-5 VERIFY SIZE AND ELEVATION ON-SITE 20 i 41 341 di INV 1·.-.. ,' ·. , l•,., ' j __ II II I, 341 40 I INV' ' Terms: TR TG TPL INV FD ,, 341.65 INV 34 Top of Rim Top Grade Top Ponding Level Invert Foundation Drain < 342. 79 INV 4.63% 343.61 INV . ' 33 50._50 TPL . 345.58 INV _EMERG~NCY, SPILLWAY -~45 50 INV 25 35179 TG I • --',',• 3,43.73 INV / _ . ,' .' ~-.. · , ' ' ,,..-;~~;c..: ' 45 ·, 24' .·. '' . ~ '~-::" • 3 50% ~~~P=~ 344.66 INV 344.19 INV 345.01 INV II t I : i I . I I. 'o l~~ I: ;~ -.--1 '~! ;~ I I (f) SEE SHEET 7 DATE NUMBER 08/11/2012 ~ 2013 & PLANS PREPARED BY; I (f) [ 23 I I REVISIONS DESCRIPTION BMP 5 REVISION AS-BUILT BMP'S architecture planning intt'riors graphics dvi.l engint!ering WARE MALCOMB Leading Design for Commercial Real Estate 6363 greenwich dr. ste. 175 san diego. calilornia 92122 p 858.638.7277 -f 858.638.7506 PREPARED UNDER THE DIRECT SUPERVISION OF: FELIX GONZALEZ RCE NO. 67660 EXP. 6130/15 DATE INITIAL ENGINEER OF WORK CAUTION: ' [. . •. l ... , I 346 .. 59 INV DATE IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT PLAN SPECIFIC NOTES: @ ® @ @ @ @ @ ® @) @ @ @) @ @ @ @ @ ROOF DRAIN POINT OF CONNECTION CONSTRUCT FLOW-THROUGH PLANTER (BMP) NEW 1500 GAL. GREASE INTERCEPTOR, INV IN 348.90, INV OUT 348.50 INSTALL 2" BACKFLOW PREVENTOR, PER CITY OF CARLSBAD STD. DWG. W-20 EXISTING C.O. PER DWG 248-5 SHT 9, CONTRACTOR TO VERIFY IN FIELD DEPTH & SIZE NEW 6" FIRE SERVICE CONNECTION PLANTER OVERFLOW OUTLET(BROOKS 1212CB) PLANTER OVERFLOW OUTLET(BROOKS 2424CB) INSTALL 8" SD-35 STORM DRAIN LINE. INSTALL 6" SD-35 STORM DRAIN LINE. INSTALL KRISTAR FLO GARD LO PRO SHALLOW CATCH BASIN WITH NON-TRAFFIC GRATED INLET AND FILTER INSERT (FG-M1818). INSTALL 6" PERFORATED SD-35 STORM DRAIN LINE. PIV OR FDC PER FIRE SPRINKLER PLANS BIORETENTION BASIN OUTLET(BROOKS 36X36CB) DETAIL 2, SHEET 9 CLEANOUT PER DETAIL 34, SHEET 9. ROOF DOWNSPOUT SPLASH BLOCK. POP-UP DRAINAGE EMITTER(NDS #620 6") INSTALL RECTANGULAR STEEL PIPE, 4"X14" CURB-0-LET TCD 414 AND NECESSARY ACCESSORIES. DETAIL 32, SHEET 9. INSTALL CIRCULAR PIPE TO RECTANGULAR PIPE ADAPTER CURB-0-LET CP-SPA 14. DETAIL 33 SHEET 9. INSTALL RECTANGULAR STEEL PIPE, 3"X12" CURB-0-LET TCD 414 AND NECESSARY ACCESSORIES. DETAIL 32 SHEET 9. INSTALL CIRCULAR PIPE TO RECTANGULAR PIPE ADAPTER CURB-0-LET CP-SPA 12. DETAIL 33, SHEET 9 INSTALL 4" PERFORATED SD-35 STORM DRAIN LINE INSTALL 4" SD-35 STORM DRAIN LINE REMOVE EXISTING 1 j" WATER METER AND REPLACE WITH 2" METER CONNECT NEW METER TO EXISTING 2" SERVICE AND ADJUST EXISTING METER BOX TO SIDEWALK GRADE. LEGEND D ~ ~ □ CJ TURF-BLOCK MATERIAL POROUS PAYERS 4" THICK P.C. CONCRETE SIDEWALK LANDSCAPING "AS BUil T" RCE: NO. 67660 EXP. 6/30115 REVIEWED BY: 1?s£o;- :1125/r!> DATE CITY OF' CARLSBAD I SH~ETSI ENGINEERING DEPARTMENT INITIAL DATE INITIAL GRADING PLANS FOR: LA POSADA DE GUADALUPE DE CARLSBAD 2478 IMPALA DRIVE, CARLSBAD, CA unu (Y PLAN APPROVED: GLEN K. VAN PESKI ENGINEERING MANAGER, PE 41204 EXPIRES 3 31 13 DATE OWN BY: PROJECT NO. DRAWING NO CHKD BY: __ _ REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CUP 10-08 473-4A / E ro ,... .., cr, ' N ~ 0 N 0 '" ~ [L <( w w e> w e> 0, 3' " z <( -' [L ,. r :J fC :J ' ,._ <D r UJ UJ I ~ 0 Sl 1= w E [L 0 ] w 0 -~ (/J <ii " "' w 0 [L ro -' 0 0 ' '" ~ 0 0 d, 0 ('.) 0 cg 0, w i5 C ro (/J 1" w E [L 0 v > w 0 2 0 1= w E [L 0 v > w 0 V .t: (J) c E " ."l LU > -0:: 0 ::5 <( a.. ~ I EXISTING FIRE HYDRANT I TO REMAIN IN PLACE I 48" MINIMUM CLEARANCE i. TO NEW CURB FACE ··--········i¼4~----1j .... ----- 1 14 ei0 I '11 W=2'-"'! 1111 • 28 jH=2'-5" ' ·J-~ I 5• FIRE SER\o1CE !i·11 SJTAA-29'~.0!!.Z7~~/f'.'.,♦;./7:,;/m/'.(;tf'.s" 77,,,1///////~ ::I, I ; / :f>//_:7'.~/,,:'./ /ic / _/_/. JS//1//~(~~ ii w . 1· 26 ~· 20 ' 31 GRAPHIC SCALE 'L"~"l-rt.•--i-~•-.' _j _____ _ IN FEET ) 1 inch = 10 ft. Terms: TR TG TPL INV FD Top of Rim Top Grade Top Ponding Level Invert Foundation Drain SEE SHEET 6 I 352.58 4"50 I n 351.95 4•55 11 3 ~ 353.oo 5•so 352.16 4"5S 1 r . 0 INV ~~"I I r .... .::._ . -. \ SAN DIEGO GAS &.BLECTIUC COMPANY ~i~l'ny~·~J ,~,\ ~ Jeff Sykes Right of Way Supervisor I . , Ii Valid for l8 Months rrum Date Of Signature PLANS PREPARED BY: ~1 I . I 7 I ,--] \ ; 1 •I ,. . 1 l .J....__~U.l!ci.Y/ ' 351.91 4•55 352.57 4•50 . 4 INV archilectme WARE MALCOMB planning L.Mdlng Dntvn fur Comnierclal RMI Eslatl interiors 6363 greenwich dr. ste. 175 graphics sa.J.i. diego. califomia 92122 civil engineering p 858.638.7277 -f 858,638.7506 PREPARED UNDER THE DIRECT SUPERVISION OF: DATE -5 /z( / 'Z. G.E NO. 676610 EXP. 6130/13 ·····k·""''"'"i<"····· CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT - I p :I I ! I t t ! 4 : 49. 1 NV l \ ,. t 1 NV l ! ·······t ! + ·k··· · ~--x, ··-.. --A·· ·· ··:;i, •· ··"'?\'"' ····A ·· ·'fc --·-·--fC-··~ ·· ······K· , ... i / J .. / ! / \ ··~ __ ,i__ I PLAN SPECIFIC NOTES: ® @ @ @ @) @ @ @ @ @ @ @ @ @ @ @ @ @) ROOF DRAIN POINT OF CONNECTION EXISTING C.O. PER DWG 248-5 SHT 9, CONTRACTOR TO VERIFY IN FIELD DEPTH & SIZE EXISTING FIRE HYDRANT TO REMAIN. PROTECT IN PLACE. CITY STANDARD DOUBLE DETECTOR CHECK VALVE ASSEMBLY WITH 6" PIV & FDC, SEE STD. DTL. W-22 NEW 6" FIRE SERVICE CONNECTION PLANTER OVERFLOW OUTLET(BROOKS 1212CB).SEE DETAIL 5, SHEET 8. PLANTER OVERFLOW OUTLET(BROOKS 2424CB),SEE DETAIL 5. SHEET 3. INSTALL 8" SD-35 STORM DRAIN LINE. INSTALL 6" SD-35 STORM DRAIN LINE. INSTALL KRISTAR FLO GARD LO PRO SHALLOW CATCH BASIN WITH NON-TRAFFIC GRATED INLET AND FILTER INSERT (FG-M1818). CONTRACTOR TO USE CARLSBAD STD DWG GS-25 OR GS-26 BASED ON FIELD TRENCHING WIDTHS . INSTALL 6" PERFORATED SD-35 STORM DRAIN LINE. INSTALL THRUST BLOCK PER CARLBAD STD DWG W-15,W-19. BASED ON 2.000 PSF SOIL; TEES = 5.5 SF & 90"BENDS = 7.7 S.F INSTALL 6" FL X FL GATE VALVE PER CARLSBAD STD DWG W-16. INSTALL VALVE BOX PER CARLSBAD STD DWG W-13. 2" VALVE HOT TAP W/ STAINLESS STEEL TAPPING SLEEVE 6" VALVE HOT TAP W/ STAINLESS STEEL TAPPING SLEEVE. RELOCATE 1" IRRIGATION AND BACKFLOW PREVENTOR, PER CITY OF CARLSBAD STD. DWG. W-20 CLEAN OUT PER DETAIL 34, SHEET 9. ROOF DOWNSPOUT SPLASH B' ()CK. POP-UP DRAINAGE EMITTEcl(ND~ #620 6") PER DETAIL 36, SHEET 8. NEW 2" IRRIGATION SERVICE CONNECTION PER CARLSBAD STD PLAN W-4. INSTALL 2" FL X FL GATE VALVE PER CARLSBAD STD DWG W-16. INSTALL VALVE BOX PER CARLSBAD STD DWG W-13. INSTALL 4" PERFORATED SD-35 STORM DRAIN LINE INSTALL 4" SD-35 STORM DRAIN LINE 3" P.V.C. DRAIN LINE W/1 C.Y GRAVEL WRAP, PER DETAIL 40, SHEET 9. 3" PVC. DRAIN LINE W/1 C.Y. GRAVEL WRAP, PER DETAIL 41. SHEET 9 LEGEND TURF-BLOCK MATERIAL POROUS PAVERS 4" THICK P.C. CONCRETE SIDEWALK LANDSCAPING TRENCHING ~of&z "AS BUil T" RCE: NO. 67660 EXP. 6/30/131' REVIEWED BY: s~-iNSPEC]pR z (zslts- DATE f----+------lc--------------+---+--~l-----l----1 \ SHE~T I CITY OF CARLS BAD \ SHEgETS \ ENGINEERING DEPARTMENT ~G~R=A:;Dl:::N~G_:P~L=A=NS~F~O~R:':=:::::::::::::::::::::::::==:==:::::::::==~==~I DA TE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LA POSADA DE GUADALUPE DE CARLSBAD 2478 IMPALA DRIVE. CARLSBAD. CA UTILITY PLAN APPROVED: DWN BY:~-- CHKD BY· '-,T{,. __ RVWD BY: ··.l/. · PROJECT NO. CUP 10-08 DRAWING NO 473-4A 061312 -----------= ------- I !j ':-'' , ' ,l . CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT 370. ·--------"2 ~ E "' ~ '" N ~ 0 N 0 SECTION C PER PLAN © 360 EXF 355 350 ... 345 340 N.T.S. -..... . . .... -... . ... SD UNc - -·············- DINING AREA· ... FF.:.···.·352.75·:: -········ SECTION B-B PER PLAN ® 370 365 360 .... . ·•····· N.T.S. ·············· tOi' .. 9i' .......... .... ··· PONDINa ·· ··· · · '7cA'i£ilITPLJ ............... ... .. .. . ..... .... DORM I . .. eROe. ··· FS···'· . -.. . . . ...... . ........................... ....... ........ .. 3551 350 345 ........... .. : ... :: c:: .. ff 355;09 ..... ·········-. . ··-· ············· ' ......... ' ... . ........ . -··························-·· 340 .. --·~ ------·-·· ··· ···· ········· SEC, ;oN A-A PER PLAN N.T.S. 4 ; INFLU:NCE LINE¥ .c:.D.ORM 2 FF>,: 355.00 SECTION D-D PER PLAN @ N.T.S. . ....... . .... : .... · .·. --·· . ........ . ···················· ..... ... ..... . .. •········· ······· ..... . .. ... --······· . . .. .. . . . .. , .... ···--...... .. . . . . . ,., ...... . ............• ··::.·:.···:···· ........... ,.,. ............... ·- . .. " .......... . ···· ... ···_-··.·.·:·.···:·· .. ··. ··. ·~ ··. :· :· ........ . ...... ... . . . . .. . . . . . ... . --. .:· .·.·.·: . .DQRM.:.·.0 FF :355:00 ····················· ............. . .... , ...... . -..... . ............... ·················- .......•.................... . .......... ··-· ....... .. .. . .. .. . ...... .. -"'···· ..... . SJ!'.l'.t. V,\U[.T FJW,iE. {NQJ< Th ,JRwiM o Rll'•ck ti!li\J.ao INTO .0-!'LVANIZEP .. m,;c VAIJL.t·· ., ..... , , .. L DFEP.ENED.:.EQOIING::PER ···/ .. STRUCTURAt PtA" -······ ... -············· 365 ·pRQp;.··:··· BIOSWALE PROP. PARKING ··········· 1':ROJ'::·:.:·REIAINING::\\'I\ .. · SEE:SHEET. SECTION E-E PER PLAN N.T.S. ® T.C. PER PLAN .. ············-..... ············ ··•MP.AlA DRIVE .. . . .........• - . .... . . ..... . -················· FINISHED GRADE-~ RAIN HARVESTING .... B'fPASS ELBOW UYPA.SS WATf.fl LEI/El , ... ~-...•. GEOTEXTILEFABRiC . . .-.. ' .,~ $ANtJ-.,. · ·!f~·'~Jl);il. BED·······... . 1 -jf-,'<:( .. 11 ~-:,_.,,,_y\?:CWzn:-+.;;;-? NOTE: ;~!:la "'% OVElffLOWWArE/lLEI/ELAND END VIEW PIPING CONFIGURATIO~l BY OWNER [lypg;s OOWNIIILL TO SAFE DAYL!GflT DISCHARGE{DIREC.IJON MAY1/ARY) 1-1/2" 6" ......... .......... F.S. ,. CONCRETE PAVER --~~R No. 8 AGGREGATE No. 2 STONE IMPERMEABLE LINER <D PVMT. WIDTH TO THIS POINT 6" 1-112" 1/2" R 1~-F.S. I <D ' .. , . . _.,,.. -0,j'·:" -.;: .. :.>·:.: ...... ,,·~· ,.--•··-········-··~ 9-1/2" @6" CU~~s ONLY ' r0~;,s ~ l '', ' ==c::::=t_ BEDDING COURSE BASE ~ SUB BASE <D . . . . . . , . ' . ' . • • • · · • • • • • · · •· · • • 12" THICK RIPRAP • 1.0% (A) 2.5% (B) - 2.83' (A) 2.00' 5.57' (B) 2.00' NO. 2 ROCK MIN. 12" THICK SECTION VIEW 4.5% - NOTES: DESIGN VELOCITY=8.4FT/SEC N0.2 BACKING T=1.1FT FILTER BLANKET UPPER LAYERS: OPTION 1: 4A OPTION 2: (5) B3 OPTION 3: (6) D.G. @ ROCK SPILLWA~T:OR BIOSWALE 6" SD PIPE "" CONNECT TO LANDSCAPE AREA r -·· · ·--:: -·:: -=a;~ ,41, I ~:f[> _/;." l[l[f[ l ~fff[HI ~\ r.,, --BYrASSWAHCR 11-., .11 1,-dr,: 1f.lfl1 nr rk, ,; :r;ti ,~Fl~ i.-.,,:--·-.\. r1, Ll ... ;. 't/AfERSOURCE Manway Extensions, Blank Cover, and Interconnect Details i'/OfES: OUTFALL PIPE / / ;,. .;Nili:{llY t:>1$,w1111oilc. d, tu DOWNSPOuTf1Ntn ~< PLAN TOP OF PONDING LAYER kT.S,. ---(TPL), TYP. w I '!! 0 ~ C ru E 0. 0 ill ~ 0 !!I ~ "O "' ~ [l. "' ..J 0 0 "' -0 SECTION 0 d, 0 ('.) 0 '!! 0 a, ru N;r.s, I. PLO\VsTHR/i[foH P!..\N1JrR fiAS BEEN SIZED TO MEIT CC('.W!l t}llJ~ fOR ~,:i,ii.l<NT ANO/OR F~OW toNfflot, 0 C "' <f! "E 21 Ml~l/,!y.M .li~ftfA\;E. M<l;A Qf ?iANJ'.il 15 '\~ /<,f ffilHVf/lffl: 11,\BE!i'.YJOYS N<l'A FQR Wt,\Tl<E!{f.:ON~Y.0~5I<.N, fOR FLQ'/1 ·c9N[ROL N'JU TRt'A!MENT, '.REFER TO. <;COW!' STZJtiG •TGQL CRHERK . . .. -~-, . " ' " ,, ~ .J. 51 ••ee ~F ~l;'liJU .$8! Y-'1,1' W M(;I;! ffl'/;(<;f E .lt~~3191 t ~!)l,Rf!M:_tFf;;::AM!i .· bGC."1;i:19N, Q. '/, . ••. ., • ··c. •, " • C • • • ~ +~ · , £;½5S '. 2. :·. ~$N ~tt· · "tMJ.tryJf,L > /!\ Ii, QOYl~si>iJV1t/1tj~ Pl/i~ REQUIRE JcNERGY DlS$lPATl1N, © ·" ~-V~f: .C</UNJY.e,P?R!,l/IO .,\D9(IIV£ ,iJX!1.lRt' l"QR WAll"IW!mFI.Nt CQNQ~t,E, ~ m 7. PlNjTINQS; S$: CCC'IIP %CO>il,\l::HD£0 PtNH LJST AND GLJIOELIN£S. [ &. fb'i!flJf\ eESf<,lj hl/\f ~~~IRE STIWG'f'\!R,\t; Qloll!te~Me eRS,GII, 0 1 •. ·M;f:A ~'W X'L (/\llOV!} E~LUD[S AAf:AQf YAµLT \OC!W), R(M(f;ABL£ CLOSE~MESt-1 GRATE, SLOPED . INSTl,J.I.AllON TOP oF WALL ~ . • PI.M<TE!l .O\JT!.tT (S<E Fl.QW-l':(RO~GH PW/fER o.uru:r iw~~) -Q~flCE · DR!l.l!ill. ,mo vm,r wm FORM Al .i;• <iR<IO'!t ·~ CQNCRO"!: ANO .. ?80\/\DE A C.ONTINUOUS l'/~TslTTIGJ-fl CONN!ic.v!.ION, l/&1NG t,l'J Al'PRtmO · SEAi),,);! . S!llf fLANGt IQ V,;Jcr·--..1 (~.~J:~'1iG~ 5) Y/,LIJ.,hPI.ANJ'Eli ii<>~ CO~NE!;ll!lN NOTl=S: 1, HQJ-DIP OALVAAIZE EN!IRE: fllAME AS!\li),laLY m,:it .f/!IBICATIQN mo ,'t_F1IB f-:10.L£S.JfAYE .BEEN. DR.illi'.O. REMOVABLE CAP FOR CLEANING PURPOSES I ORIFICE OPENING DRILL f" HOLE I ~·~1r=Q;;t/JF;;:,!W..;;;·,;;Pi;,;PE""'. ==,J =f> ~~:......:..:~~~ -OfliflCE: ·. i:ml!.LE;O; ,INTO VA\Jl.t •\\'Al,k SECTION •.«.;r:.~.; GENERAL OUTLET DETA!LNOTES: L (ORIFICE SIZES ARE SHOWN ON THE BMP QUANTITY TABLE ON SHEETS 5) (ORIFICE SIZES ARE SHOWN ON THE BMP QUANTITY TABLE ON SHEETS 5) 2. tl),\TJ ~WJ..l .~, Mo~':{T$lfµ~1;jc STN~U:,s SJ£El. t<M(!Wi,!lf: 1,i;o•.pl{/wtQto wi1H HIN~go I.ND W¢M8t£ OR !"8.0LtABLE.. -1'{:0~: R.!-NELS; . . . . . . . . . . ' . . . .. . ., . J. c.·. III\T·t·'·· Ii-wck·.··.·· .·.~ .• -· !IT.·>J>J.NN···\•··.··· .. ··~-.. ~I.E.i:..·.• .• l'l..· .. u~. i .. N\l~ ... ·····9R· •. ST. · .. tE. L; STEEL <if!AT!".s sHAi.c a. HOT OW\ GillVAN!ro> mp .>;,;r a.;· H(>l ~ .. PN!!ll".? ."1')E/l ."'!-V~ZINO; '1;, 9.fV,TE,SH!,LL·--fl.l; ocS1Gt1tD. sll.qH 1HAr rH.t Q-iAGOf{AL 01!.!ENS(ON (lf·f);d.H OpEN)MG .IS sMA£.L..E!{ THN-LTH!; flll,METE/l Of R!g qµTµ:r-~IPO:, . . · . . ·. · •. . . · ·' ·. ·. 5, a}~~~~ ~s.S~ Ofo""'i'!: SWJ.h .BE Qt.$(0 ON FIJI.). KYD!l<l~A~ HtAD Y®1 ~¢Rq !:I.® OOWN$TR!:Afl r• I ,.,,-fl,:;: r •Moililiilllli"' r;-'llinJillllliill~ TOP VIEW ilMPORTANT] -ALWAYS CONSIDER WHERE EXCESS WATER 'NILL 00 V'/1-iEN THE TAMK IS FULL. MAKE PROl/iSIONS FOR SAFE OVERFLOW WITHOUT EROSION OR STRUCTUR'IL BUILDING DAMAGE RAIN HARVESTING TO IRRIGATION SYSTEM 11 .. ,0 ,,~. "9 R,~;,e.; .,,,.., .. J 5/l!/J0 r-MANWA Y WITH HINGED, , LOCKABLE COVER C·m~ ,,., /,JI R:gi-.is ..:o;~r,•,a R<1·~s;Jn 5/l~/1·'l 1. MODULES MAY BE mrrn wIrH A ~JANWAY EXIUISl(Jf!, OR A ',POOL EXTEWilOM wrrr1 A BLAl-lK covrn. 2. [ANK TO EX fENSIO~I CO~IHECflO!'I lflCORPOP.AfF.S A FOA\l RUBBER GA':iKU NJIJ 12 Sf,\lNLESS '3ff.lL BOL!"S 3. HINGED MANWXr CQ'IER IS SUPPLIED WITH A DUSf S[AL t-ND LOCKING l·VGP 1\$$EMBU. MN•IWAY EXTD'610M Wlfl-l fl1H-:;EO LOCi<l~IG COVER N 0 6" SlJ 1-'IPE PLAN NTS I TOP OF PONDING LAYER (TPL), TYP. NOS #620 6" POL YOLEFIN POP-UP DRAINAGF. EMITTER 18" SOIL LAYFR GRAVEL 6"X6"X6" TEE @POP-UP DRAINAGE EMITTER(BMP5) N.T.S. -i~~~ "AS BUil T" RCE: NO. 67660 EXP. 6/30/1 S" 2/2s/,~ DATE ~, DATE r,:;2', UNDERGROUND ~ CISTERN DETAIL N.T.S. i---+-----11--------------1----1----1---1-----1 j sH8EET I CITY OF CARLSBAD I sHEgETSI ENGINEERING DEPARTMENT ~='-'========::::::::::::::::::::::::::::::::::::::===-'==~I l'LAlfS PREPARED SY: architecture planning interiors graphics civi.l engineering WARE MALCOMB l.Ndlfl\1 Design for Commercial RAJ Estatl 6363 greenwich dr. ste. 175 san diego. california 92122 p 858.638.7277 • f 858.638.7506 GRADING PLANS FOR: LA POSADA DE GUADALUPE DE CARLSBAD APPROVED: 2478 IMPALA DRIVE, CARLSBAD, CA DETAIL SH[[T GLEN K. ;'.Y,:.;°f,;KI ANAGER, PE 41204 EXPIRES .3 31 13 ~ 0 10. D1&D2DIMENSIONSARESHOWNINBMPQUANT!TY FLOW THRU PLANTER (BMP) !!! TABLE ON SHEET 5. ® -PREPARED UNDER THE DIRECT SUPERVISION OF ENGINEERING i (NOTE: PROVIDE GRILL-TYPE COVER TO SUNKEN PLA~TER BOX) DATE 5' I z I 12'. DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL g:D B~~:~M ........ ~:•=.,c:-. CP~O~E1CTO-N008. DR4A7W3l~G4ANO ~L _______________________________________ N_.T_.s_·--------------------------------------------'L ___ _::::::., ___ ,::~;.'.::;;.'.'.'.:::.:'.~:'.:.:;;:::;:::_ ____ _'.E~x~P~.~6~13~0~11~3-LE~N:G:IN~E:E~R~O:F_:w:o~R~KL ______ _: ____________ _j~o~~=ER:_:A:P:PR:o~v~A~L.l..'.:c~1n.:_A:P:P~R~o~v:A~L.l:R:V:W::D::::B:Y::::::~·~=-===::::::=:::::::::::==~:::::::::::::::~ 061312 0 00 ~ 0.,::,. --.J <O w t \ N -0 N 0 "' ~ 1B' I? ! ui ~ ~ 0 ' 0, tu w I '!2 0 y c Q) E Q 0 al ~ -~ ~ "O ro ~ a_ ro ~ 0 0 c\ -0 0 d, 0 ('.) 0 '!2 0 "' Q) i5 C ro (J) ic Q) E Q 0 ] Q) 0 2 0 c Q) E Q 0 ] Q) 0 NOTES 1. SEE PROJECT PLANS FOR INVERT ELEVATION. 2. PIPE AND FITTINGS, EXCEPT AS OTHERWISE SHOWN ON HEREON, SHALL BE OF THE SAME MATERIAL AS THE SEWER, UNLESS APPROVED ADAPTERS ARE UTILIZED AND MAY BE ANY OF THE FOLLOWING: VC PIPE PE PIPE ABS SOLID PIPE ABS COMPOSITE PIPE PVC PLASTIC PIPE 3. PIPES AND FITTINGS SHALL BE PROPERLY ALIGNED AND MAINTAINED WHILE CONCRETE IS BEING PLACED AND ALLOWED TO HARDEN. JOINTS FOR PIPES AND FITTINGS SHALL BE MADE PRIOR TO PLACING CONCRETE. CONCRETE FOR BEDDING, ENCASEMENT, AND WALL SUPPORT FOR PIPES AND FITTINGS SHALL BE PLACED UNIFORMLY AROUND THE PIPE AND FITTINGS AS SHOWN HEREON TO MAINTAIN PROPER ALIGNMENT, AND SHALL BE CLASS 420-C-2000. 4. THE ACCESS FRAME, COVER AND CAP SHALL BE CAST IRON. THE FINGER HOLES MAY BE DRILLED OUT OR MAY BE BLOCKED OUT PRIOR TO CASTING; THEY SHALL NOT BE PUNCHED OUT. 5. THE CONTRACTOR, AT HIS OPTION, MAY PLACE EITHER CIRCULAR OR SQUARE CONCRETE PIPE WALL SUPPORTS AS SHOWN HEREON. CONCRETE WALL-~ SUPPORT FOR TRAFFIC LOAD CONDITIONS CONCRETE BASE 18" MIN. 9 9 MIN. MIN. ---+----'l----+-------1 CONCRETE ~-+. COLLAR MAY BE SQUARE OR CIRCULAR I I I I ! I I ! j i I Cf' • ~!'A ti$ CJ' .•. ,:${'/\,.!)$ Cl' • b'FA 12 Cl'•bl'i\. H •Ol',SPi\.17 CF • i;t,;;' "' ' ! L--, ____ _ l"tWµlli# Cl'" ;\;l'A 0$ Cli'·Sl'AIIB I tJI' •. S!!A u jCl'>S!t/\ !4 cu · SPA 11 Cl? , SPA :u A :,t'«·~f.s~· Yi'.s;_RP1, J¥:X-p,it -4~.:;: ;~w jj;:/417~ 4'-'){1?¥ ~ S'' lt t• .&• u:« 4" 14.l!H'' A" n Jill" 4" A1/··,>.;:, -~ :ft~ I R~ctm:1gular SteelPipe and Fittings .Pmduct Llst: . · R ulid EquY1'li111:if '4"0 ffff[J ~nµ ij!.!".Q. a•!l lli:•1! JJ,QQ' ~,[r,, ' 11,\,D:l ~. bk "'"·'' '"'. ·1' ,rt.,t,.,t .. -'<il'"l~ -ll~ ,([1!, $i{;(11, sltif •:,"q,. to; 1t54 ~-ti~ ' .l i:; ti .ft At 4~fl\+ .!Jf' ,1!/j~• ;i'B l.Jf1V~ Sliil" ;\ill!>" if'· ti 318" 31.l({" 31.lll~ ,r I _ij:l@i, .Ylii'' l!H?i/ i" I i!,J1" ,ilii" 3!l6• t" lff&ii'/' ;J/J;," lH6:' J!)·I) . . ,.o;=•/=l~-•,W,~W>f CIRCULAR PIPE RETANGULAR PIPE ADAPTER FINISHED PAD BIO-SWALE FLOW LINE CURB AND GUTTER BACKER ROD & SEALANT WATERPROOFING PER W.R.MEADOWS SEAL TIGHT: MEL-ROL LM; CSI CODI;: 07 _ 14 16 OR APPROVEb EQUAL. FILTER FABRIC. 1 CU. FT. OF CRUSHED GRAVEL PER FT. OF PIPE RUN. FINISHED GROUND ,n?Y l'W'1}-;~- '-"/).1/ ~/0~'\;.',1/ « ,/ii . '' ~,, . . . . . >~'?>'#'' '.f!Y o o•••"•0 •"0 0• • : 0 0 " ~ 3" PERFORATED DRAIN LINE. DRAIN TO GRADE VIA WEEP HOLE. ... · . . ... -.. . . . :. ... •· .. • .,;· ~ C.M.U. BLOCK WALL 18" SOIL LAYER GRAVEL----._ PERFORATED UNDERDRAIN CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT CATCH BASIN 0 0 .. SECTION N.T.S. ORIFICE PLATE:.MIN. SQUARE DIMENSIONS 1.0 FT GREATER THAN PIPE DIA. HOT-DIP GALVANIZED PLATE AFTER HOLES HAVE BEEN DRILLED NOTE: 1. ORIFICE PLATE & FLANGE CONNECTION TO CONCRETE SHALL BE FITTED WITH 30 DUROMETER NEOPRENE RING . 2. ORIFICE DIAMETER PER BMP TABLE SHEET 5. CLOSED MESH GRATE 112" MAX MIN 6" (TYP) 3" (TYP) 0 I ,'----r f \ (', ,r-i-..1_INFLOW PIPE =;½-=~e::1, ORIFICE DIAMETER (DIA) SIZED 0 PER DESIGN CRITERIA AS SHOW IN THE BMP TABLE ON SHEETS 3 & 4 j" DIA HOLE (TYP) FLOW CONTROL ORIFICE PLATE B-B ORIFICE PLATE SEE DETAIL HEREON OUTFALL PIPE FLOW B L _ -MIN 4" DIA FLOW o PERFORATED [ MIN 6" [ UNDERDRAIN I ~ FLANGE & ORIFICE PLATE CONNECTION (SEE NOTE 1) FLOW OUTFALL PIPE CLOSED MESH GRATE PLAN N.T.S. B _J ' ' : I SECTION B-B z :::,; L__--¾:-----">-t_,,___.,"Z'r-_~__J--covER 1---_ ____:@:::::3 _ _:::SC::::,:A:::::LE::,.:.: N::::_O~SC:::.::AL:::_E ___ c_P_-_s_P_A_1_4 __________ -+-®-=4o----· s:...:.~:..::J.:..E:u ___ No:..:~..:..CA_~_A_T_lo_N_D_R_A_IN ____ ~--------=-======~--------,-------------------. '----FRAME _______ ---------------,--,, FINISHED GRADE-~ FULL HEIGHT SUPPORT CONC. WALL SUPPORT -CONC. WALL AND-~ BASE SUPPORT FOR TRAFFIC LOAD CONDITION B MAIN PIPE z :ii • "' - PLAN L- COVER AND FRAME ALHAMBRA FDRY. A-1240 OR APPROVED EQUIVALENT TOP ELEVATION PER PLAN A PAVEMEN~ PER PLAN CONCRETE SUPPORT r12"_ MIN. ,:-,_,r-;,~.----~_-__ MAY BE LOWERED -ACCESS CAP (11" DIA. x 1/2" THICK WITH 3/4" FINGER HOLE IN CENTER) ..-...1----CONC. COLLAR MAY ' ' BE SQUARE OR CIRCULAR •,· '--.__ ____ OPTIONAL CONSTRUCTION JOINT \'t--t-f)l lrt-----,--RISER SHALL BE THE SAME AS MAIN PIPE DIAMETER BUT NOT LARGER THAN 6" ---,B INSTALL CAP & MORTAR IF TERMINAL CLEANOUT. INSTALL PIPE IF IN-LINE CLEANOUT FLOW INVERT ELEV. PER PLAN SECTION A-A r'';f?i,,1qgt(u,_t ,,--;;,JJ11 Archiwct$J. and,Ehg11i¢¢x~ Cud:i-C),Let'l'hn; the Cut'b 01'fLi1:1 Spec!fi,uilor,s'·&iCvt .. Shti0!.. f~:dt\$_. ~fr,-{fil1Mti_ 'f1;i;,.Jt.:f! J:;l,!.1(1\~, , . Cut-fa,.tJ-W Jr -~?1tr~-t~t1,1:-,,,.,,_,_v~.,...,,,..~ ' -] (Jp1!nhiJt:-· ,- l ii1i·inc"1,1* 1 ~±l#'i_1,4,:it;,t I J\1rn'Ur.:$f4(r fa p.nti\t~~ v;;r•i;.'.QfJ'.'{ th.ii p"¼\}t'J fti/i .. (!,Q'J ti.c;.H!k4 I ~=0:,w,,m=,,,,;,;~· --~,-,,,;,~,;,,;»,,>,"i' _____ ,,,,,,,,,,,,_,A,&»~ BASIN OUTLET (SEE DETAIL 2 HEREON) TOP OF BASI EMERGENCY SPILLWAY IMPERMEABLE BASIN OUTLET (SEE DETAIL 2 HEREON) GEO FABRIC LINER PERFORATED PIPE (UNDERDRAIN) ------ PLAN VIEW N.T.S. 13" PONDING DEPTH FOREBAY/ CLEANOUT 18" SPECIFIED PLANTING MIX ' ', ' ' I I I I I I I I I I I I I STORM DRAIN LINE STORM DRAIN LINE BIO-SWALE STORM DRAIN LINE USE #2 STONE IMPERMEABLE GEO FABRIC LINER WATERPROOFING PER W.R.MEADOWS SEALTIGHT: MEL-ROL LM; CSI CODE: 07_ 14_ 16 OR APPROVED EQUAL. C,M.U BLOCK WALL. FS PER PLAN . . .. ,· . . . . . . )Jl . ;_ ·•<:.-:~; .. JH. _. .. ·. _.-·-.··,. • :I(\'I i:-_;:•;~•::·:-!·::_,· .. -::. -~:·:_· z_;-_> ·:: li1f;.:;I_U./) !.iiti.U ffi!.i.!'i/J.lli;"i,/?J. ,·; SAN DIIJGO GAS & ELECTRIC COMPANY BACKER ROD & SEALANT FINISHED GROUND 1 CU. FT. OF CRUSHED GRAVEL PER FT. OF PIPE RUN 3" PERFORATED DRAIN LINE DRAIN TO GRADE VIA WEEP HOLE. . s )L~)J-, SECTION A-A Reviewedby Date JeffSykes RE~!;jl--&'f.:, c ~ RCE: NO. 67660 EXP. 6/30/1S' Right of Way Supervisor -fr/vL--... 1 ?(}. 1/P @ ~~L?N~:JENTIQN BASIN SYSTEM ValidforlSMonthsliomDaleofSignature INifiTO~/ DATE f---+------,f-------~-~----+-----+-----t----t----J I SH9EET I CITY OF CARLSBAD I SHE9ETS. I ENGINEERING DEPARTMENT ::=='-'==========:::'....':::=~I GRADING PLANS FOR: RECTANGULAR STEEL PIPE (TCD414) l't.Alfll PREPARED 8Y: acchitectu,e WARE MALCOMB LA POSADA DE GUADALUPE DE CARLSBAD .. planning · -L.adlng o.slgn fur Com1111rclal Real Est&te interiors 6363 greenwich dr. ste. 175 graphics san <liego. california 92122 civil engineering p 858.638.7277 -f 858.638.7506 APPROVED: 2478 IMPALA DRIVE, CARLSBAD, CA DETAIL SHEET GLEN K. I 06'!312