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HomeMy WebLinkAboutDWG 487-6A; SDP 96-02A; SAINT PATRICK PARISH SCHOOL; 01-06GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 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 THESE PLANS W1-IEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS DISCOVERED DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL 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 PERM/TTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER ANO A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GU/OE. 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 BU/LO/NG DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY ANO 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 ANO 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. 9. ORIGINAL ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 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 arr. . 11. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCT/ON. 12. W1-IERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE, STA TE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 1J. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA T/ON REGARDING ADHERENCE TO RECOMMENOA T/ONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BU/LO/NG PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CA T/ONS ANO THE " EARTHWORK SPECIF/CATIONS • A TTACHEO TO THE PRELIMINARY SOILS INVEST/GA TION. DAILY FIEW COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRIICTION MEETING SHAii BF HFI D AT THE SUE PRIOR TO THE 8£GINNING OF WORK AND SHAii BF ATTFNDFD RY All RFPRFSFNTATI\IFS RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPFCTS .. OF THE WORK THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 4J8-J891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORO/NA TE A DA TE ANO TIME FOR THE PRECONSTRUCTION MEETING. APPROVED ORA WINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. Al I IN$PFCTION RFQIIFSTS OTHFR THAN FOR PRFCQNSTRLICT/ON MEETING W/II RE MAD£ RY CAI I ING THE £NGIN£fR/NG 24 HOIIR INSPFCTIQN RfQl/fSI I IN£ AI (760) 4JB JE/91, INSPECT/ON RFQUFST MUST BF RECFIVFD PRIOR TO 2: oo PM ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHO'MNG 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 INSTALLATION 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 Pl AN VARIFS FROM THE SHORING SYSIEM STANDARDS ESTABLISHED BY THE CONSTRUCT/ON SAFETY ORDERS. TITLE 8 CAL/FORN/A ADl,/IN/STRA TIVF CODE. THE Pl AN SHALL BE PRFPARFD BY A RF!,/S1FRFD ENGINEER AT THE CONTRACTORS FXPFNS£ A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO 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 OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE 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. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION 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 '°:00 f'!ll EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING Ul'ERA TIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) . 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALi BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 2J. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A MINIMUM ONE PERCENT SLOPE. 25. 1HESE PLANS ARE SUBJECT TO A SIGNED ANO APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE ANO CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME W1-IEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. D:\J)RAWING FILES\TilLE SHEETS\GRADING Tlll.E SHEET.DWG REVISED:06/215/115 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 4R7 61 AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORD/NA TE 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. JO. W1-IERE 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. JI. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE . GROUND ANO UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. J2. 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 'MTH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-41JJ SOG&E (800)660-7J4J AT&T (800)892-0123 TIME WARNER CABLE (760)438-77 41 COX COMMUN/CATIONS (760)806-9809 CITY OF CARLSBAO(STREETS & STORM DRAIN) (760)434-2980 "CITY OF CARLSBAO(SEWER, WATER & RECLAIMED WATER) (760)438-2722 "SAN 0/EGU/TO WATER DISTRICT (760)6JJ-2650 "LEUCADIA WASTEWATER DISTRICT (760)753-0155 "VALLECITOS WATER DISTRICT (760)744-0460 oOLIVENHAIN WATER DISTRICT (760)753-6466 'BUENA SANITATION DISTRICT (760)726-1340 *AS APPROPRIATE JJ. PERMIT COMPLIANCE REQUIREMENTS: 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 FINAi APPROVAL OF A GRADING PERM([ -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 STA TING 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, W1-IICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, ANO 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. . J4. 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. J5. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDEO TO PROHIBIT WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TQ THE SATISFACTION OF THE CITY ENGINEER. J6. THE SOILS REPORT TITLED GEOTECHNICAL INVEST/GA TION, ST. PA TRICK PARISH SCHOqL PREPARED BY SOUTHERN CALIFORNIA SOILS & TESTING DA TED _____ __..JU.,.N,.E..c4~ ,2~, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT. J7. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT. JB. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLEO TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. •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 ANO PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT ORA WINGS AND SPECIF/CATIONS BY THE CITY OF CARl,.SBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: STUART ENGINEERING CITY Of OCEANSIDE HIGHWAY, 7B NOT TO SCALE ~ CITY Of ENCINITAS '--J"L _ _J VICINITY MAP NO SCALE SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY PHOTO G£0DETIC CORPORATION GATHERED ON MARCH 17, 2014, TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. LEGAL DESCRIPTION PARCELS 1 THROUGH J OF PARCEL MAP NO. J980, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, FILED IN THE omCE OF THE COUNTY RECORDER OF SAID COUNTY, JUL y JO, 1975. SUBJECT PROPERTIES SHOl+N ON RECORD OF SURVEY MAP NO. 1J4J4 LOCATED AND FILED AS ABOVE; SEPTEMBER 12, 1991. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 205-270-09, 12 AND 44 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 2001361.482 E 6229295.0JB BENCH MARK DESCRIPTION: CITY OF CARLSBAD BENCHMARK NO 119 PFR RECORD OF SURVEY MAP NO. 17271 WELL MONUMENT STAMPED LS1162 LOCATION: IN THE CENTER OF BULB CUL -DE-SAC AT THE SOUTHEAST END OF SYME OR/VE. ELEVATION: 125.950 FEET DATUM: NAV088 £LEVA TION: 12J. 77 FEET DA TUM: NGVD29 CONVERSION FACTOR TO NGVO 29 = PLAN ELEVATION -2.176 FEET OWNER'S CERTIFICATE I ( WE ) HEREBY • CERTIFY THAT A REGISTERED 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. IF THIS" PROJECT/DEVELOPMENT IS SUBJECT TO A STATE- REGULA TED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER (QSP) HAS BEEN OR wfLL BE RETAINED TO SUP£RVISE IMPLEMENTATION OF THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND PAL PERMIT, L,UIST VERSION. ·~,1~ A { . ,,'"_ ~-• , JI /4/1.1"' AM NOLAN ' l jDA TE POST-CONSTRUCTION BMP TABLE EXISTING LEGEND: EXIST SPOT ELEVATION EXIST CONTOUR EXIST BUILDING LINE PROPERTY LINE EXIST STORM DRAIN EXIST SE'M:R LINE EXIST WATER LINE EXIST GAS LINE EXIST OVERHEAD ELECTRIC EXIST TELEPHONE EXIST WALL FINISH FLOOR CONCRETE ASPHALT BUILDING CORNER EXISTING UTILITY NOTE/DISCLAIMER: 0 PR/VA TE ENGINEER' s NOTE TO CONTRACTOR THE EXISTENCE AND LOCA T/ONS OF UTILITY PIPES, CONDUITS, STRUCTURES, POLES, WIRES, OR ANY OTHER FACILITIES SHOl+N ON THESE DRAWINGS l+FRE OBTAINED BY A SEARCH OF A VAil.ABLE RECORDS AND ARE IND/CA TED HEREON WITH THEIR APPROX/MA TE LOCA TION{S). THE ENGINEER OF WORK MAKES NO G/JARANTEES OR WARRANTIES THAT THE UTILITIES SHOl+N COMPRISE ALL UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VER/FICA T/ON OF THE LOCATION OF ALL UTILITIES, WHETHER SHOl+N ON THESE PLANS OR NOT, PRIOR TO START OF CONSTRUCTION AND NOTIFY THE ENGINEER OF WORK OF ANY DISCREPANCIES. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO £XISTING FACILITIES AND/OR ANY ASSOC/A TED APPURTENANCES RESULTING DIRECTLY OR INOIRECTL Y FROM HIS OPERA T/ONS, WHETHER OR NOT SUCH FACILITIES ARE SHOl+N ON THESE PLANS. THE CONTRACTOR, BY ACCEPTING THESE PLANS AND/OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO ASSUME SOLE LIABILITY AND HOLD THE ENGINEER OF WORK HARMLESS FOR ANY DAMAGES RESULTING FROM OR TO THE EXISTING UTILITIES. • D/G ALERT NO TICE" SECTION 4216 OF THE CALIFORNIA GOVERNMENT CODE REQUIRES THAT A DIG ALERT /OENTIFICA TION NUMBER BE ISSUED BEFORE A • PERMIT TO EXCA VA TE" WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER, CALL UNDERGROUND SERVICE ALERT AT 8-1-1 AT LEAST TW WORKING DAYS BEFORE YOU DIG. EARTHWORK QUANTITIES CUT: --~1=5~44~_CY FILL: 55J CY IMPORT: O CY EXPOR~ 991 CY REMEDIAL: NI A CY THESE QUANTITIES ARE FOR BONDING EST/MA TES ONLY. THE CONTRACTOR SHALL PERFORM THEIR Ol+N TAKE-OFFS FOR CONTRACT/NG PURPOSES. ABBREV/A TIONS TW TOP OF WALL BW BOTTOM OF WALL REFERENCE ORA WINGS DOC NO. A000248J (CAL TRANS DWG)-P/0 PICO DR SD 126-8 PIO PICO DR SEWER 155-'-J PIO PICO DR WATER 155-9 PIO PICO DR SEWER 134-6 TAMARACK AVE SEWER 159-9 TAMARACK AVE WATER 248-1 TAMARACK AVE STORM DRAIN 126-5 ADAMS A VE SEWER 181-7 ADAMS A VE WATER AND SEWER • ACTUAL DESIGN OF ONSITE FIRE SYSTEM SUBJECT TO AE!PROVAL OF FIRE MARSHALL VIA SEPARATE PERMIT. 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 ANO 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. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGIN£ER/NG STANDARDS J. THIS SET OF PLANS 4. RESOLUTION NO. 7098 DA TED MAY 6, 2015 5. THE STANDARD SPEC/FICA TIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDA T/ONS BY SOUTHERN CALIFORNIA SOILS & TESTING 150274N-1 DATED JUNE 4. 2015 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA TED NOT APPLICABLE 9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED JUNE 4, 2015 10. STORM WATER POLLUTION PREVENTION PLAN SW 15-248 PREPARED BY STUART ENGINE;ERING DA TED OCTOBER 29, 2015 WD/0 NO. : .. _· 937~!,74-!JB~ 11. STORM WATER MANAGEMENT PLAN SWMP 15-09 PREPARED BY STUART ENGINEERING DA TED NOVEMBER 2, 2015 12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCT/ON HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. 1J. CARLSBAD MUNICIPAL WATER DISTRICT LEGEND DESCRIPTION DWG.NO. ~YMBOL QUANTITY PUBLIC IMPROVEMENTS PCC SIDEWALK 6" CURB AND GUTTER DRIVEWAY DOMESTIC WATER SERVICE FIRE MAIN {PVT.) • THRUST/ANCHOR BLOCK 6"GATE VALVE 6 • CHECK VAL VE DETECTOR ASSEMBLY R.S.D. G-7, G-9, G-11 R.S.D. G-2, G-11 R.S.D. G-14A CMW W-4, W-2 CMW W-2 CMW W-15 CMW W-16 CMW W-22 TRENCH RESURFACING COG GS-25 PR/VA TE IMPROVEMENTS PROPOSED 6" CURB R.S.D. G-1 PROPOSED AC PAVEMENT SEE NOTE 1 SHT. 3 PROPOSED SIDEWALK PROPOSED CONTOUR PROPOSED BUILDING EXIST. AC TO REMAIN AND OVERLAID CONCRETE SWALE SITE RETAINING WALL PER LANDSCAPE PLANS SEE SECTION A-A SHT. 3 SEE DETAIL, SHEET Z.. C-3,C. '1,C e,. ( S WM --w----=ci--@ --F---<([) ◄ ~ 57 !I I I I I I I I --BJ-- I I . vZZZZJ FREE STANDING FENCE PER BLDG. PLAN PERMIT ====~ STORM DRAIN {PVC SDR-J5} R.S.D. 0-60 --SD>--- PRE CAST OR PLASTIC CATCH BASIN {PVT.) SIZE P£R PLAN ==O=== TYPE •A• CLEANOUT {SIZE PER PLAN} D-9 ROUND A TR/UM DRAIN DIRECTION OF FLOW BIO-RETENTION BASIN SAWCUT LINE MODULAR l+FTLAND PROPERTY LINE DAYLIGHT LINE LIMIT OF WORK LINE SIZE PER PLAN SEE DETAIL, SHEET 2 SEE DETAIL, SHEET 2 -=CJ=-- - ffi ----- --//-------- 160 SF 400 SF J75 SF 1 EA NA /fA 1 EA I EA 105 SF 1400 SF J1,J50 SF NA NA NA 10,520 SF 804 SF Z¢5<).s,=- NA 1,556 LF 1J EA 11 EA 4 EA NA 1 z3st....- 2 ADDRESS: 7525 METROPOLITAN DRIVE, SUITE JOB ;--PUBLIC IMPROVEMENTS (CON'T/NWJT/0/V) ~ 1-------------------------------------+i I 1 ,s~flREtfYDflANr clr!WD w-12 · r;:..<1 )eA .. i , SELr·Rf.T1t1it1m ~&.(A P:<-2.-:--a ao6 SP CITY, STA TE: SAN DIEGO. CAUFORNIA, 92108 :£PHONE: JJJ#t6;:t/=<.• l . STUART PEACE DATE: I_-':3·/b R.C.E. N0.:_~2=72=J=2~----------- REGISTRA TION EXP/RATION DA TE: _--"-J---'J"-'1_--"17'------ SOILS ENGINEER'S CERTIFICATE /, EMIL RUDOLPH , A REGISTERED GEOTECHN/CAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STIJDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF ---~----• 20 __ AND ________ , 20 __ . TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STIJDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY . ENGINEER. ('.'.' .J)IJ#l· SIGNED: -~c_A'~~•--~---------~bf£5Si~ ~~L ~ t G.E./P.E. NO.: 2767 ., -DA TE: l~/S,/1$"' § No. 2767 1(; -~'+--+------1--1----- ii! Exp. 6-30-17 SJ LICENSE EXPIRATION DA TE: 6 JO 17 *\,;.. * </),~,!;!:!~~.,. -,~ OF' CALI~ EXEMPT FROM HYOROMODIFICA T/ON? STORMWA TER REQUIREMENTS THAT APPLY: n STANDARD STORMWATER REQUIREMENTS [2J PRIORITY PROJECT REQUIREMENTS [7l YES (SEE SWMP FOR DOCUMENTATION) □ NO TYPE BIO-RETENTION BASIN DESCRIPTION WESTERLY AT PIO PICO OWNERSHIP MAINTENANCE AGREEMENT ST. PA TRICK a-~ M•••r: A5.,, PARISH SCHOOL , .. r " . ""' MODULAR WETLAND VAULT IN MAIN DRIVE ST. PA TRICK __ UNIT NO. 1 @ PIO PICO ENTRANCE !:AR/SH SCHOOL 31'4P MA<,J'f. r~<Acc. SHEET NO. J 5 MAINTENANCE FREQUENCY BI-ANNUALLY ANNUALLY ~ • -, »_ ~ • 11\_f ;...C-IT~Y_,=..OF_C_A_R-LS--=B~A:'....:D~F:.'.'.l:!!!RE~D'...!E~P'b!.AR!...., T_M_E_N_T--.-----,-=, A==:::S::::::::B:::::::U:!....I_L_T_''__.:::.:.::...:::.....--, REQUIREMENTS .,-, j___: p NO. OF F.H.(S)_l_F,FLOW 2500 G.P.M. OUT OF_3_ F.H.(S). ~ ~ ?lo/JS BLD~;JKJD/22-, ·· · F.FLOW~Gf~ It"° Rct27l32 ExP.3/31/li DATE ~ / 1/~' IC: It: REVIEw'ED BY, FffiEMARSHALU. I DATE ~~k- INSPECT□R MODULAR WETLAND CURB INLET IN MAIN I ST. PA TRICK ~-uN_IT_N_o_. _2_+-o-Rr_"i_N_:_:N_'~_i_,c_o-----11-~-A-RIS_H_s_c_H_oo_L+S-Mt_,.,,._,,,,_,_· ll_&_4•_''1---5------1-AN_N_u_AL_L_Y------1 l-----+---+--------------1-----+---+--+----f I sH1EET I CITY OF CARLS BAD I SHE6ETS I , ENGINEERING DEPARTMENT . ' ' ' . ; . . . ' . .. . ' ' , ' .. ;:G::::R=A::::D::::IN:::G'.'::::::P=LAN==s==F==o==R=, =========-'====! SELF RETAINING AREA /10RTH OR/VE ENTRY ST. PA TRICK · &<P IM/1 ..r, A• Pi€ @ PIO PICO PARISH SCHOOL J I ANNUALLY SAINT PATRICK PARISH SCHOOL CUP 204(F)/CDP 14-32 ~ESIGNER.- ' NH APPROVED~~ JASON S. GELDERT I -~-: STU ART EN GIN EERI NG ~l""RA=-KN._· _JR __ -1 1-">=/'il:/~l8'-+"S""E=--1-1rA,,_S--"'BU"'"l"'"L T'--------------1---.-·-.-,-+c--=-+-,--,---+---1 c-1TY-EN_G_INE~ER=~Rc~E ~5-39-12-E-XP-1R-Es_g_/_30_1_16-tl--~:.;_rs · : 7525 METROPOLITAN DRIVE STE. JOB ~DATE, . , SAN DIEGO, CA 92108 {619} 296-1010 j 4-20-15 1--~"'/~Z9/~l6+5"'·~E.'---l-a'-'/ll.._\,,-AO,<; O "'' ~.H. C"" · ,,,.,,. ·--·-5 Iii/lb J)c~ ,/J,./< ~ 0£1'-DWN BY: ~ PROJECT NO. DRAWING NO. FAX {619} 296-9276 £MAIL: SE@stuartengineering.com i-:-------1 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: -• j ~~32_14_00 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: SE SOP 96-02A 487-6A " -----. ., I, ' ' ,, I OJ p ~ I 0 c:, . a ~~§ I •c ~s rn "' ~ (fJ m cl • 2 ~Ii,. G) ;Jl~Z 'I 2 ~ 2 • C i! ~ :I C ~rno o m -0 ~ ••m iii rn-m S: CIJ I ~ z m z :0 ill I! ~ I I I I J I I J: I; ' /l Cl l □ -0 I] n'l mo I ~! ~E "□@ ~Im •" ~! ~ 2 nJ 1J • ~: > G) ~I !I Z ., m 2 ~~~ ~f C -1 ID :r ~, mD Iii D 1:J ~ ii m fT1 "' m CIJ I ~i m z I] m m ,·· ~ './ II I 1: I: 1: ' I ,, I \(; ~ I' a c:, ·~~ :0 ~I :oE I ij §s ij ~ OJ 2 ' TI • ~· G) li ~ iii _, z ~ 2 ;ia C m-,, /~ • •m ~m-" m;;: l il'5~ /,/ "/~ \ \ I iJi ' \\ti\~'\ ~ I ~~--, - '!Zt1l1:1 I JI l t ----,- 11 1· ' \(; ~ [ 0 a ~~ -, 0 O ~! De -Ji. :1 filD i] D ,i ~ OJ 0 n, lJ • ~ )>, ..... ;1 ~z ,, 2 ~ 0, ~i C .!j ~I li ~~ ii Ol fTI r 81 s: ru ~ I' ~ PATENTED PRE-ALTER PERIMETER INLET PIPE SEE NOTES ORAJN DOWN UNE CARTRIDGE VOID AR£4 .l':~Ll.f.,; :f-·=·=-,~, ",o -----• M CURB OPENING NOTE: TREATMENT UNIT CURB OPENING TO BE ON THE SOUTH SIDE CURB OPENING C/L PLAN VIEW VERTICAL UNDERDRAJN MANIFOLD WEJVJ/DMEDIA BED DRAIN DOWN ALTER OUTLET PIPE SEE NOTES • • fT-<[;-' MANHOLE I C/L CURB ~ ' OPENING 11 . T :~ j Jr 1~ H··DH 6" >--4'-o"---6· ~--s'-o"-~-, LEFT END VIEW • ~ C/Lf MANHOLE _I r--~,r-, INSTALLATION NOTES 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM ANO APPURTENANCES IN ACCORDANCE WITH THIS ORA WING AND THE MANUFACTURERS SPEC/RCA TIONS, UNLESS OTHERWISE STA TED IN MANUFACTURERS CONTRACT. 2. UNIT MUST 8£ INSTALLED ON LEVEL BAS£ MANUFACTURER RECOMMENDS A MINIMUM 6" LEvFL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIF/CATIONS. 3. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST 8£ FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON-SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. 4. CONTRACTOR TO SUPPLY ANO INSTALL ALL EXTERNAL CONNECTING PIPES. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND HA TCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE 6. DRIP OR SPRAY !RR/GA TION REQUIRED ON ALL UNITS WITH vFGETA TION. GENERAL NOTES ! • FLOW CONTROL RISER 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. IE O T 1---4'-a"--1 ,------9·-~·------, PRETREATMENT 8/OFILTRATION DISCHARGE J ..., -'----+-I : . t • <o ;! RIGHT END VIEW ,_._ __________ . 11·-o·----------~1 ------------18'-o·------------1 ELEVATION VIEW NOTE: TREATMENT UNIT CURB OPENING TO BE ON THE SOUTH SIDE MODULAR WETLAND MWS-L -4-17-C NO SCALE If. PROPOSED AC 4% MAX 4% MAX PROPOSED AC PROPOSED PROPOSED AC ·" . AC 6.0% ----I .. ",:\~ 6" CONCRETE SWALE 520-C-2500 DETAIL A: 3' CONCRETE SWALE NTS INFLOW NOTE: 3-/NCH (OR LARGER) ROCK AT PIPE INLFOW A T MINIMUM OF 3-FEET AROUND DISCHARGE AND PIPE COLLAR HEADWALL PER RSD D-62 ---SOIL MEDIA-SEE NOTES HEREON 4 • PERFORA TED PIPE 3/4" WASHED GRAVEL 8/0RETENTION SOIL MIX NOTES: IMPERMEABLE LINER AS RECOMMENDED BY THE SOILS ENGINEER 1. SOIL MEDIA CONSISTS OF 85-88 PERCENT WASHED COURSE SAND, 8-12 PERCENT FINES (RANGE: 8-12 PERCENT; 8 PERCENT = 2 IN/HR /NAL TRA TION RA TE, 12 PERCENT= IIN/HR), AND 3-5 PERCENT ORGANIC MATTER. 85-88% WAS.fD SAND 8-12% FINES SILT AND CLA Y) 3-5% ORGAN! MATTER 0.15' --..J..,.-,.-· <I. <t· DETAIL 8: 5' CONCRETE SWALE NTS DIMENSIONS: NORTHERN SWAL£· H=0.15', W=5.0', S=6.0% SOUTHERN SWALE' H=0.12', W=4.0', 5=6.0% RIM ELEV. SHOWN ON PLANS ·1.. CAST IRON CAP re, --Jlca~~::-·,rTHREADED CAP ..... ·/ ·· SECTION OF PVC PIPE . ,. . . . ..• -I I2"r-1--1I2" 1-CONCRETE Wl'1: BRANCH\ 1---RISER P!P[N2· 1£SS THAN MAIN LINE N6" MIN. 1---45° ELBOW 2. ALL DIMENSIONS, ELEVATIONS, SPECIF/CATIONS AND CAPACITIES ARE SUBJECT TO CHANG£ FOR PROJECT SPECIFIC ORA WINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CON/ACT MANUFACTURER. PROPOSED AC 6.0% -"----I . . " ,:i::::::::"---__ __........~ <t· DETAIL C: 4' CONCRETE SWALE NTS T.G. ELEV. SHOWN ON PLANS FG T Wl'1: BRANCH \ < FLOW MAIN LINE PROPOSED ! AC FRAME AND GRATE • (TRAFFIC RA TED IN PAVING) (PARKWAY IN OTHER AREAS) ,_--BROOKS PRE-CAST BOX SIZE SHOWN ON PLANS ---1----NON-SHRINK GROUT CAST-IN-PLACE CONCRETE BOTTOM 1-----RISER PIPE SAME SIZE AS MAINLINE t---45° ELBOW Pl.UC AT END OF LINE OR CONTINUE PLUG AT END OF LINE OR CONTINUE ~/.£ SHOWN ON PLANS 2. THE SAND PORTION SHOULD CONSIST OF CONCRETE SAND (PASSING A ONE-QUARTER-INCH SIE'IE). MORTAR SAND (PASSING A ONE-EIGHTH-INCH SIE'IE) IS ACCEP'rABLE AS LONG AS IT IS THOROUGH[ Y WASHED TO REMO'IE THE FINES. 3. FINES SHOULD PASS A /210 (SCREEN SIZE) SIEVE. 4. ORGANIC MATERIAL SHOULD CONSIST OF AGED BARK FINES, OR SIMILAR ORGANIC MATTER. ORGANIC MATERIAL SHOULD NOT CONSIST OF MANURE OR ANIMAL COMPOST. BIO-RETENTION BASIN NTS O:\DRAWING FILES\TITI..E SHEETS\GRADING 111LE SHEET.D\ro RE~SED:06/25/15 < FLOW MAIN LINE ~I.E. SHOWN ON PLANS STORM DRAIN CLEANOUT (10" DIA. MAX MAINLINE) NO SCALE PRECAST CATCH BASIN DETAIL NO SCALE ' I : STUART ENGINEERING 7525 METROPOLITAN DRIVE STE. 308 SAN DIEGO, CA 92108 (619) 296-1010 . ~ f U"'<-//-}-/_£, STUART PEACE R.C.£ 27232 DATE REGISTRATION EXPIRES: J-3f-T7 C/L INLET PIPE SEE NOTES DRAIN DOWN LINES INLET PRE-FILTER CARTRIDGE PATENTED PERIMETER VOID AR£4 WEIIANDMEDIA BED -r;~.t1:1;:;~;~iS:i:~f :TI ' .,,.,. ,'.,· ·" :., -'..,,, :, ' . 1--0 .<_,;,.'.:•,•·>'·/_,,•: :i:{iJ:~:~\ .. i~'.i :~1)~: VERTICAL UNDERDRAIN MANIFOLD PLAN VIEW 2'-6" X 4' IN-DIRECT TRAFFIC GAL V. BOLTDOWN DIAMOND PIATE FRAME & COVER MARKED "MODULAR WEI/AND" CAST IN TOP SIAB f-<----4'-0'--, 1--------13'-/0"-------~-1 4"-PRETREA TMENT 8/OFILTRA TION _l'-~"- . O/SCHAIIGE CHAMBER CHAMBER~ ~4 " CHAMBER DRAIN DOWN LINE OUTLEI DRAIN DOWN FILTER \__ OUTLEI PIPE Sff NOTE j -I <o LEFT END VIEW FLOW CONTROL RISER T ' <o 5"--1--------------21'-o"--+------------1 ~6" ,---------------22'-0"-~---------~---RIGHT END VIEW ELEVATION VIEW MODULAR WETLAND MWS-L-4-21-V-UG NO SCALE A 5' A ' r 2.25' 2.25' ---.5' ---5• I i,25• .5' 1 ' ~----.5' .75' ---.>. ~ 74.11 -w RAISE FLOOR 1.65' --WEIR 72.85 IE 1a· JV WALL I I/ ,lour '-/ I '-/ 71.20 IE MODIFIED A-5 SECTION BYPASS FROM NORTH EASTERLY I CORNER OF SITE 12• I IN V IN 71.20 IE OUT NO SCALE s-__, IN 72.85 IE FROM PARISH SCHOOL DEvFLOPMENT T. G, ELEV. SHOWN ON PLANS UV II~ TED GRA TE (SIZ~I PER PLAN} ii;===='=========;i.r-----'; NO TE: ONLY SHALL BE USED IN LANDSCAPE AREAS Wl'l:BRANCH\ < FLOW ' UV RATfD BODY t~--RISER Plf:E SAME SIZE AS A/NUN£ 1---45° ELBOW PLUG AT EN I OF LINE OR CONTINUE L....fi-:,,L----""7\ 18" 71.16 IE ~ MAIN LINE ~I.E. SHOWN ON PLANS ~ TO SIDE DISCHARGE 0 PIO PICO IN 71.20 IE IN FROM 6f/N MODULAR I WETLAND MWS-L-4-21 ~ _J OUT 72.80 /[ 6tou-OUT TO MODULAR WETLAND MWS-L-4-21 I PLASTIC CATCH BASIN DETAIL NO SCALE II A~ BUIL T 11 • ~j/ ~ 3/3J/l8 DATE MODIFIED A-5 CLEANOUT/DIVERSION STRUCTURE EXP 3/3 l/l'f DESIGNER: N.H. DRAWN, AMJ CHECKED: S.P. JOB NO., 1332-14-00 NO SCALE INSPECTOR DATE f----+-----1------------+---+--+---+-----l I SH2EET I CITY OF CARLSBAD I SHE6ETS I ENGINEERING DEPARTMENT f-----r-----+--------------------,r------1----+---+------' ~N;;:O::;T;ES;:::AND~;:=;:D;E;TAilll:;::;:;=::;F;O::;R:~-========-===~ I\ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL SAINT PATRICK PARISH SCHOOL CUP 204(F)/CDP 14-32 APPROVED: 4,/J~ r JASON S. GELDERT dp:_~PY . /J•Z,,f-/S' CITY ENGINEER RCE 63912 EXPIRES 9/30/16 DATE DWN BY: CHKD BY: R<!f/n: RVWD BY: IJ;:!':, PROJECT NO. SDP 96-02A DRAWING NO. 487-6A I I I I \g ~ I.~~ loo i'Jc m~@ ~ :;; . •• :I~ z !i z m ~ C" !l~I mo m 'O ""m ifi 8l -J~i z m "' I 0 ,:! I I I □ I 2 G'l 2 C ~ ttJ m 1l □ 1l i 2 G'l 2 C ~ ttJ m 1l ·\22.1Vi N 0 -ti O') I d : , I : 20 0 20 40 60 SCALE IN FEET D:\DRAWING FlL£S\TlllE SHEETS\GRADINO Tlll.E SHEET,D'00 REVISED:00/25/15 FF 83.0 ,BUILDING E ' STUART ENGINEERING 7525 METROPOLITAN ORI~ STE. 308 SAN DIEGO, CA 92108 '(619) 296-1010 ~P~ /!-$-/~ STUART PEACE R.C.£ 27232 DATE REGISmAT!ON EXPIRES: J-31~17 -- . 5 0--f-+-~' -p Hil ,, 1. 5·,,._' ' •! 11,· : : • 1. 7. DESIGNER: N.H. DRAl+N: AMJ CHECKED, S.P. JOB NO., 1332-14-00 • JOIN.EX/5,..T. .. THE TRASH ENCLOSURE . _ • . CURB < 'AREA WILL NOT(BE CO'VERED. .-•· , 'ASH ~S ___ . -·-· -.~;;,-f:r:~/i~ WILL; HA~• INDl'(IDUAL LIDS.: EXISr, CURB T9 REMAIN/ , .• IC. ;84.95 Ff /, Op 84.85 1FS • • __ cOl!tcRE{TE, PAD WITH 2-1NcH :; . TALL AND! 1.::FOOT WIDE AC.·-ii:.111 .. ,. ,<~-. \' · •"BERM ~fEAST ANQ SOUTH 75 FS SIDES TD!PRE~NT INCOMING .: ..• •1JRAINAG£; SEE SECTIQN C-C -• "ON THIS SHEET. 0"";/ CONq SWA I ": PER ETAIL B ,, in T iA ON T. 2 IV~ ; f '>1,-[ J N EXIST. cJiJ • RK -i -, .. -.. ~ '~ "' . • • -~ . •"\ '"'· '' ., ,.; .oa'__ ••• rm•'Ti'"'". I; . ·-·- 8lifc' .,_, ,f 1/ .;.·LIMIT OF WORK FQR PA ~MENT SECTION SEE NOTE 1 THIS SHT. c!' ·'\:, J.'_1,,!,111_1,1.'!/(''-''-''iJl/111,:1111, ~ ')'\ '\,, !''<. . ' : f -----,,,, ,__,,tM!ll'E" "{IX/SlJN<; pURB AND, k CONSff?_UC,NEV(,. C/JRB AUJYP s ENTIR£_ 'wESl'Slflf:-::OF EX/fJ.Tlf/G ': \'), ;'; PARISH,f:JALC"i.li I At ; I' ::; :::r!#f;iiifiii~~1;.__6a.J.~s ;c. --... ,i: t""'l '' ' '. ,,,.;, '--'--. L/MLTS OF !WORK ••• , ••. , .. --_-)·11,-:·; -1 --r , __ _ ''.~11!fQE FlfUs/:1 l)URB • • 'fH.Tf" TRUNCATE() DOMES . 5' SIDEWALi< I ·-. j f ;11,1"'-'~~~---="'.'=--~3/f''(EXIST. WALK ·>,, : ~c,il i'ol~ ··----u ' t ;:; re ... ~ [.."_.j1 DATE INITIAL ENGINEER OF WORK I !" I 1/ 1 f Ii l"°i''" , -. -' ", ,; ,/' ., NOT''1f PART ONG, SWAL'E . PER tJETA/L C Ii ON $f/T.. -~: REVISION DESCRIPTlqN EASEMENT DA TA EASEMENTS SHOWN BELOW AFFECT THE SUBJECT PROPERTY BUT ARE NOT WITHIN THE LIMITS OF WORK. (]) GRANTED TO: PURPOSE: RECORDING DA TE: RECORDING NO: (j) GRANTED ON: PURPOSE: (}) GRANTED TO: PURPOSE: RECORDING DA TE: RECORDING NO: GRANTED TO: PURPOSE: RECORDING DA TE: RECORDING NO: NOTES: SAN DIEGO GAS AND ELECTRIC COMPANY PUBLIC UTILITIES. INGRESS, EGRESS APRIL 18, 1951 49928 IN BOOK 4060, PAGE 399 OF OFACIAL RECORDS PARCEL MAP NO. 3980 FUTURE 10.00 FOOT, INGRESS ANO EGRESS AND PARKING TO BE RETAINED FOR THE BENEAT OF PARCEL 2 IN THE E~NT PARCEL 3 ANO/OR PARCEL 2 COME UNDER SEPARATE OWNERSHIP SAN DIEGO GAS AND ELECTRIC COMPANY, A CORPORATION PUBLIC UTILITIES, INGRESS, EGRESS FEBRUARY 10, 1976 76-39568 OF OFFICIAL RECORDS SAN DIEGO GAS AND ELECTRIC COMPANY, A CORPORATION PUBLIC UTILITIES, INGRESS, EGRESS FEBRUARY 3, 1984 84-42995 OF omctAL RECORDS 1. THE FOLLOWING PA '.EMENT SECTIONS ARE ON BASED ON AN ASSUMED R-VALU£ THE ACTUAL R-VALUE OF THE SUBGRADE SOILS SHALL BE DETERMINED AFTER ANAL GRADING. BASEO ON THE ACTUAL R-VALUE, PAVEMENT SECTION COULD INCREASE Ftoxllile·PavomenLSecfions Traffic Type Tr~ffc l"dex Asphalt Concr,te A9grega;n.Base' (lnchoo) (lnohoo) P8rklriq~·s1a11a 4.5 3 4 "Dl'iyEi-L_a'rie~ _6.0 3 g 1-j-0~vy T riiffic Ar~a~ ,7..0 4 ------10 - ~A.g:g:rt::g~to 8;1_S~. ~hO-\\(d _i:bqfi;iim. t:o· Clan 1 A_ggr-0g;at(! lh.'sio ;rn ai:tCQ('dalil!f-:~ltll l_h:i'I_ Citit_Mf\l'l _-<J~nd~t1 Sp$dfh;dtlOn$ 'or cnistw\j tiH~!llllJ~.01/!0U$ eM.e Ip _/1Ccll)f"1alM!J? w\th qie :;t;Jfld.-.m s11.et:11tcatia;1S for Pllcbillc Wot.kc$ (;Qo1'strut:tion 2. SEE SHEET 5 FOR STORM DRAIN PROPOSED SIDEWALK PER LANDSCAPE PLANS <1. PROROSED TYPE G-1 CURB .. FULL DEPTH AC SECTION 8-8 NO SCALE [ TOP OF GRASS FIELD . PROPOSED TYPE G-1 CURB ~~~· PROPOSED 2• AC O~RLA Y PER SOILS REPORT <1. CONCRETE PAD. 8"PCC O~R 6" CLASS 2 A.B. REFER TO SOILS REPORT FOR PROJECT SPEC/RCS. EXISTING AC EXISTING BASE EXISTING SUBGRADE OVERLAY DETAIL SECTION A-A NO SCALE <o PROPOSED 2" TALL 2.5' "< ANO 1.0'WIOE AC~ ~ BERM. ~"' 1_ O' PROPOSED :::l 1,3 >--~-+---AC PER TABLE S ;i: ABO~ ~ i'2 i";'j~ SUBGRADE PROPOSED AC PER TABLE ABO~ PROPOSED BASE PER TABLE ABO~ COMPACTED SUBGRADE EXISTING AC REQUIRED TREATMENT CONTROL TABLE 11 AS · BUIL T 11 diic,,P~ 3/tlli DESCRIPTION QUANTITY BIO-RETENTION BASIN 1 EA. MODULAR WEtl.ANO 2 EA. SELF-RETAINING AREA 1 EA. - DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL RcE1J2.~2 ExP3/3I/I, DATE SAINT PATRICK PARISH SCHOOL CUP 2O4(F)/CDP 14-32 APPROVED: _d,_) ~ £._ JASON S. GELDERT ---~;;,~~~~~~~,r~f?),v~, ____ l!-Z4-/S CITY ENGINEER RCE 63912 EXPIRES 9 30 16 DATE DWN BY: CHKD BY: RVWD BY: ,IR 1,8f/~€ 1::EL PROJECT NO. SDP 96-O2A DRAWING NO. 487-6A I I I m l> ~ I~~ -□□ ""c a~@ !! " •w m ~ • •• ~~z ~e~ • ~:c :i! Ill 0 .;:; g:j LI ; mm m ~ S: 1~-z z m "' I ~ I I I IQ ~ I ~ ~ El ~□o ~;c aw@ ~ -< m O • ~ l> ;g :!I z ~z~ eC .~ :S:, i!i ffi~ ~~rn m U1 S: r~z z m I ~ l •I :1 :1 w 0 """ O') 0 JJ ~ 2 G1 2 C: s: ttl m JJ 0 JJ i 2 G1 2 C s: ttl m JJ Cl I 2 G1 2 C: s: ttl m JJ ITEM SIZE AND DESCRIPTION NO 0 CONCRETE THRUST BLOCK SEE ,CMWD W715 ® WATER MAIN. @ GATE WELL WITH CAP SEE CMWIJ W-16 © SIZE x SIZE MJ/PO/FLG x FLG TIEE ® FLG x MJ/PO/FLG RWGV ® FLG x MJ/PO ADAPTIER (IF REQUIRED) (7) C-900 PVC PIPE NOTES: 1) REFER TO AGENCY SPECIFICATIONS WHERE APPLICABLE 2l INSTALL WARNING/IDENTIFICATION TAPE AS SHOWN ON WP-01 (R.S.D.) 3 LOCATION OF FIRE SERVICES SHALL BE AS DIRECTED BY THE FIRE DEPARTMENT OF JURISDICTION. FIRE SERVICES SHOULD BE LOCATED IN SUCH A MANNER THAT WILL ALLOW THE DEVICE TO BE READILY ACCESSIBLE FOR INSPECTION, REPAIR, AND USAGE 4) TAMPER SWITCH, AUTOMATIC RESET, CHAIN WITH KNOX LOCK, 'AND FIRE DEPARTMENT CONNECTION ("FDC") SHALL BE AS REQUIRED BY THE FIRE DEPARTMENT OF JURISDICTION 5) BALL VALVE TIEST COCKS SHALL BE PROVIDED AND LOCATED PER THE MANUFACTIJRES RECOMMENDATIONS AND THE REQUIREMENTS OF THE WATER AGENCY STANDARDS 6) INSTALL FIRE SERVICES SO THAT THE DISTANCE BETWEEN THE BOTTOM OF THE RELIEF DIAPHRAM AND THE CONCRETIE SLAB OR FINISH GRADE IS 12" MINIMUM AND 24" MAXIMUM 7) INSTALL AN ANGLE PRESSURE REDUCING VALVE IN LIEU OF THE FIRST 90' BEND WHEN SYSTIEM STATIC PRESSURE EXCEEDS 150 PSI OR WHEN RECOMMENDED BY THE BACKFLOW MANUFACTIJRER B) INSTALL PIPE AND RELATIED APPURTENANCES IN THIS AREA PER THE REQUIREMENTS OF THE WATER AGENCY STANDARDS 9) INSTALL PIPE AND RELATIED APPURTENENCES IN THIS AREA AS REQUIRED BY THE FIRE DEPARTMENT OF JURISDICTION I 10) ABOVE GROUND APPURTIENANCES SHALL BE PAINTED AND IDENTIFIED AS CALLED FOR BY THE FIRE DEPARTMENT OF JURISDICTION 11) TIESTING SHALL BE CONDUCTED AS CALLED FOR IN AGENCY'S SPECIFICATIONS PRIOR TO ACCEPTANCE BY THE DISTIRICT 12) CONNECTIONS TO STIEEL MAINS SHALL BE IN ACCORDANCE WITH AGENCY'S SPECIFICATIONS 13) MATIERIALS SHALL BE SELECTED FROM THE AGENCY'S APPROVED MATIERIALS LIST 14) AGENCY RESPOSIBILITY ENDS AT EDGE OF PROPERTY LINE, RIGHT OF WAY, OR EASEMENT. FIRE SERVICE CONNECnON DETAIL NOT TO SCALE R/W If. t-10·-----20' --~ r-15' ---+--5' I , 5.5' EXIST. SIDEWALK EXIST. BLOCK ~ 11---EXIST. CHAIN WALL LINK FENCE ================== '~ "' \____ EXIST. CURB EXIST. CURB EXIST. "'- & GUTIER BARRICADE PIO PICO DRIVE NO SCALE O:\DRAWING FlLES\TilLE s-!EETS\GRAOING Tln..E S-IEET.D~ REVISfD:06/25/15 20 " . . ·1· .L ' """" w ----------~,-"-' ' 10 0 20 40 60 SCALE IN FEET ! ' {•••••••o•••f • •• ••-•175•- ~ofESs/ ~ No. 27232 Exp. 3-31-17 ' ' 70~ , ' ' I : . "1 i i m•~•~•~•<i ., • ----··---I i ' WATER NOTES 1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST EDITION) VOLUMES 2 & 3. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVA T/ON PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF OF OSHA NOT/FICA T/ON AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCT/ON SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCT/ON BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCT/ON, TELEPHONE N0.(760) 438-3891 FOR SCHEDULING. •······t'·,...W-, +~~~!!~TO ~J.. . I j i I 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. (760)438-3891 .. 6. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE 'MIITTEN tr TAA wro : .. '1¥_IST.· IO" .. W,4/ER LINE ~E DETAIL rFr. · .. j I~ • I '· ..• I ····~N6. sA~D cus£1~1~ Ef!S[. .. I \ ) i ............ I.A T CR,SS/NG , I . , : ··•············· .. P.ROFl4E: 6»FIRE.LJNt I SC¥£· 1";, 10' HQRIZ. • I I" di2' VERT. ' STUART ENGINEERING DESIGNER.· N.H. 7525 METROPOLITAN DRIVE STE. 308 DRAWN, SAN DIEGO, CA 92108 (619) 296-1010 AMJ ~t~ !l-3-/5 CHECKED: S.P. sJUARiG.ci R.C.E. 27232 DA TE JOB NO., REGJSTRATfON EXPIRES: '3-31-17 1332-14-00 , 1 I j : .. ",,I ., PERMISSION FROM THE DISTRICT ENGINEER. 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CA THOD/C PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. ' 9. ALL POTABLE WATER AND RECYCLED WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS). 10. ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. 11. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL BE 10 FEET. 12. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 13. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STA TE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES. 14. AXIAL DEFLECTION AT THE PIPE JOINTS ARE NOT ALLOWED. THE USE OF A HIGH- DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR C900. STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE ·cur OFF" TYPE. 3. ALL UNDERGROUND U TIU TIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCT/ON OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED 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. 5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 6. STREET TREES SHALL BE INSTALLED PER SECTION IV D.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF· THIS PLAN PER SDRS DWG M/9. 8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. j ,: II AS BUIL T 11 ~f'~ JIB/Ii RCE27l.32 EXP 3/31//1 r DATE REVIE~ lrA . INSPECTOR 1 DATE l---+----j------------+-~-+---+----+----11 SH4EET I CITY OF CARLSBAD I SHE6ETS I :=:;:::::::::::::::',,':::;::::::::::E:::N:::::G::::IN:::::E:::E::::R:::IN:::G:::::::D::E:::P:::::AR:::T:::::M:::::E:::N:::T==:::..'::==~ >---+----<---~-------------+---+----<----1----1 IMPROVEMENT PLAN FOR: S.E. DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL SAINT PATRICK PARISH SCHOOL CUP 204(F)/CDP 14-32 APPROVE¾'9 !1: .//u ~ JASON S. GELDERT --~7_ce-~.t'2«!,.,_...,,.~=-~~rt?!K.~----/f21/-/,,r CITY ENGINEER RCE 63912 EXPIRES 9 30 16 DATE OWN BY: ,IR CHKD BY: ,s,3F /lltjl RVWD BY: QiL PROJECT NO. SOP 96-02A DRAWING NO. 487-6A • I I 11 I ~ ~ I a ' ~ l,:a JJ :ma ioo 1l c:: i ~ '1 m1 ~(Jl 0 V • •► ~ :!lz ~~~ ,! ~ i5 i m 1J ~ ~-m m ~S: 1 mz z ill sl p I I' 0 :ti § 2 G) 2 C $ OJ m :ti CJ i 2 G) 2 C $ OJ m :ti I! I l ~'i; ~ No. 27232 1:1 Exp. 3-31-17 ,i , D:\DRAWNG FILES\TITL.£ SH~\GR~NG lln.£ SHEET.OYl'G RE'v'ISED:06/25/15 : STUART ENGINEERING : 7525 METROPOLITAN DRIVE STE. JOB SAN DIEGO, CA J,108 (619} 296-1010 ~ ~ II-~· I 5 DESIGNER: N.H. DRAWN: AMJ CHECKED: S.P. JOB NO.: 1332-14-00 \ ""('~--'-" I I •• I I t1MI r OF WORK i\ I i / ! / ( I ' AS-~ 111 • ..-r /1\ DATI: INITIAL ENGINEER OF WORK REVISION DESCRIPTION 20 0 20 40 60 SCALE IN FEET REQUIRED TREATMENT CONTROL TABLE DESCRIPTION QUANTITY BIO-RETEN710N BASIN I EA. MODULA~ flLAND 2 EA. SELF-RETAINING AREA I EA. DATE INITIAL DATE INITIAL O1HER APPROVAL CITY APPROVAL 11 Ai<> BUILT" ~ f' ~ -;/9./11 RCF 111~2 EXP3/3f/J'f DATE REVI':".:Pll. Bi// . M~ SAINT PATRICK PARISH SCHOOL CUP 204(F)/CDP 14-32 APPROVED: ~ ~/ ,e; JASON S. GELDERT -------~'4--='-'~'-"~"""'""--11'~,:,='-----/t:2,t-/,> CITY ENGINEER RCE 63912 EXPIRES 9/30/16 DATE DWN BY: CHKD BY: RVWD BY: R.1? /i:f?-I Q,!;P_ PROJECT NO. SDP 96-0ZA DRAWING NO. 487-6A I I I I I 1 · I en p ~ I 8 , RI~ j',lo oC ~;gi~ ii~ 'D • . ,, I~" .e~ •~I jlWo rn 'D -Dm ~ 31 · J~i z m "' I ~ I I I , I I I I I en p ~ I ~ DJl I i'l a De ~~ ! ~en 'D • .,, j~z zm :i! C:;; --i ~:r jj rn 0 ... lJ ~ 1ft gi · l ~i z m I "" ~ r--~ □ I z [jJ z C ~ CJ m ]J □ ]J ~ z [jJ z C ~ CJ m ]J 171/7~ (J1 0 .... a, '. II' d . ' JOI~ EXISTING WALI 77.1~ 7W 14.19', FS 73.50\ TF ' I 77. 75;;,w 74.30iFS 73.50\TF \ 76.25 tw 74.50 FS 73.50: ~ ./()IN EXISTING; Kj4LL . \ .. \ NOT£: \ \ ' • • \ - • . • • ' . I + I t t t t + I I t t ,----,, I I -------. \ I I I I I \ 7 .75 7W 7 .60 FS 7. .50 6.25 7W -¥c35 FS +-----+----+--------i• fJ.50 TF 7.75 7W 7 .60 F,S 7. .50 TF -----+-- i • . . -' ) -/ //1 :\ DN; ENLARGEMENT 'C' SCALE.· 1"=10' WALL TYPE FOR ENLARGEMENT 'C' SHALL BE C-J PER REGIONAL STANDARD ORA WING. 5 0 10 20 30 SCALE IN FEET D: \DRAWING Fll£S\TITLE SHEETS\GRADING 1111..E SHEET.OW RE','ISED:06/25/15 _J 5. 0 , I ' I I' - -_/ I I STE1 FOOTING • i I 82.00 7W ! i ~-77.30 TF I , , 82.00 7W , ------~: 84.00 7W I 1_ -1--,L_ -. 80. 00 FS , I/--79.98 TF I i I I--------+-' 80.00 FS ~, \''/o 79.48 TF ; i_ I-----------/ ~ ~ - 80.90 FS , -- 77.30 TF , I 77.30 TF I "--, _I . I -I I -____ I I 1------------,--- • i 1--------+--- I 76.81 TF I • -t-----l----,i=-c:;-='!<=11.-------7 --- 83.50 7W J 83. 0 n I -----!-- ~--+---1-n.80-FS ---7-7. '2 F-!. ~ 76.80 TF 76. 0 TF - J----i I 83.5 7W I - 77.8 FS I\ /v•v lo.8 TF t-' V 83.50 7W 83.00 FS 76.80 TF ~ 14 7• ;::ia:::;.1,-d J;;.iSS-}"°,-~1 "71 I I I /. I ~ V-~~g ~ I -I · 1 ~ 76.80 TF -4l8~14~~n•~4-11:1::lil 9pit:I =-I~~ .. 7, 80 F. 76.80 TF \83.50 711 11 83.00 FS ii -7 6. 80 TF 1-----------1, 1 ' - ~-i----~~~ 83.50 7W 77.80 FS 76.80 TF , '.50 TW / , .00 FS 83.50 7W 77.80 FS 76.80 TF I 7. .80 TF ~ i : FF-83.0 I BUILDING E --------I -i ' ENLARGEMENT '8' SCALE: 1• =10' NOTE: WALLS IN ENLARGEMENTS 'A' AND 'B' REGIONAL STANDARD DRAWING C-5. (MASONRY RETAINING WALL TYPE 5). ADDITIONAL DETAILS PROVIDED IN STANDARD DRAWINGS C-7 AND C-8. STUART ENGINEERING DESIGNER: N.H. 7525, METROPOLITAN DRIVE STE. 308 DRAWN: SAN DIEGO, Cft/08 (619) 296-1010 AMJ ~ tAA-,(___/ It-3 ·I~ CHECKED: S.P. - ~-I' DATE INITIAL STVART PEACE R.i'.E. 27232 DATE JOB NO.: REGISTRATION EXPIRES: J-31-17 1332-14-00 ENGINEER OF WORK -' --- I i f l / lr-=====;;c:_-(1 \ 80.98 7W v/F"'--"71 79.00 FS 0-( 78.30 TF// \ /l, ',-r.11 II/, f /1\ 1/ 1/85.00 7W .,.,.,-::77': 79.00 FS j / / 78.30 TF // ,,/ / \ I I 85.00 7W 79.00 FS 78.30 TF 80.98 7W 79.00 FS 78.30 TF REVISION DESCRIPTION 7 ENLARGEMENT 'A' SCALE: I" = 1 O' I I - . ' I -i-ENLARGEMENT 'B'~ '.-~I-- a I : -~ ' I I_ BUILDING M K£Y MAP SCALD 1 • =60' . DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ·~ ~ I I I II • I--., I I ' ---- I I .. • I l I ' -JI,, : TI~. - '~E- ' ' / I - :~ -I - I - I -.-1 I -,~ 11 AS BUIL T 11 ~f~ 3/SLIS RCE112,2 EXP.3l31[11 DATE MPk -~113/t<"t INSPECTOR DATE ' I SH~ET I CITY OF CARLSBAD I SH~TS I ENGINEERING DEPARTMENT GRADING PLAN FOR: SAINT PATRICK PARISH SCHOOL CUP 204(F)/CDP 14-32 APPROVED:_~Atb ~ JASON S. GELDERT t/-Zt~/.~ CITY ENGINEER RCE 63912 EXPIRES 9 /30 /16 DATE DWN BY: J[l PROJECT NO. DRAWING NO. CHKD BY: 138\:/rxlt RVWD BY: Q:ig SDP 96-02A 487-6A I! I' I I "" I> ~ I ~ aCll ,mo ~Do ~"c 30~ ii 'll i~. ~ ,. 1~z zm -C" ~s::r: ilm □ m-,, i,~.m m~ I ~i z m "' Ii ~ I I' Ii I\ I I I I' en I> ~ r ~ ~ e3 1 □0 El c: ,_m~ ~· al ~ ;RI cl • 5i!')::, .. ~ z 11"~ :is: .::c :i,R;io "'· ll <J i rn-m I l?Ji z I rn ~ ---,- 72?11, O') 0 ..., O') □ IJ i 2 (j) 2 C ~ OJ m IJ □ I 2 (j) 2 C ~ OJ m :0 □ ... ; j