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HomeMy WebLinkAboutDWG 481-7A; PD 14-01; LA COSTA VALLEY MIDDLE SCHOOL; 01-25.. GRADING NOTES (IN ADDITION TO TH[ REQUIREMENTS OF CHAPTER 15.16 OF TH£ CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD ilEGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF TH[ CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER AOOl1/0NAL DOCUMENT$ LISTED HiREON AS THEY MAY PERTAIN TO THIS PROJECT THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERCD. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-·OF- WORK FROM RESPONSIBILITY FOR TH[ CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCT/ON.. ALL PLAµ REVISIONS SHALL B[ PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL! . i 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER ,\lLL BE REQUIRED FOR ANY 5. 6. 7. 8. 9. 10. 11. 12. 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 A$ AN ADDITIONAL INSURED ON THE PERMITTff'S POLICY IN THE MINIMUM AMOUNT OF $1,000.000.00 FOR EACH OCCURRANCE OF LIABILITY. 1HE INSURANCE COMPANY WRITING THF POLICY MUST HAVE A RATING OF "A-'· OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KfY RA TING GUIDE. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE, RETA/Nll'!C WALLS OUTS!DE OF PUBLIC RIGHT OF WAY REQUIRE SEPARA 1E PERMITS FROM THE BUILDING DEPARTMENT. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM TH[ CITY AND OTHER APPROPRIATE AG[NC![S. APPROVAL OF THESE PLANS BY TH[ CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO 8[ PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. NO REV!SIONS ,\lLL BE MAO£ TO THESE PLANS ,\lTHOUT THE WRITTEN APPROVAL OF THE CITY. ENGINEER, NOTED ,\lTHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET ORIGINAL DRA,\lNGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. THE ORIGINAL ORAf\1NG SHALL BE REV/SEO TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SIi£ AT ALL TIMES OUR/NG CONSTRUCTION WHERE TRENCHES ARE ,\lTH/N CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANIC$. THE SOILS REPORT f\1LL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR mTHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT ANO COMPLIANCE VER/FICA TION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PEi?M/T. ALL CONTROLLED GRADING SHALL BE DONE UNDER TH[ DIRECTION OF A PROFESSIONAL ENGINEER OF TH[ STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUJURE FILL AREA$ SHALL BE CONSTRUCTED IN ACCORDANCE ,\lTH THE CITY OF c.,RLSBAD STANDARD SPECIF/CATIONS AND TH[ EARTHWORK SPECIFICATIONS ATTACHED TO THE PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS ,\lLL BE SUBMITTED TO THE PROJECT INSPECTOR. 14 . .L..l?RFCONSTRIJCTIQN MffT!NG SHAii BE HEID AT TH[ S/Tf PRJOR TO THE AFGINM'NG OF WORK AND SHA!/ BF ATTFNOFD BY All RFPRFSFNTATIVFS RESPONSIBLE FOR CONSTRUCTION, INSPECTION, .SUPERVISION, TESTING AND ALL OTHER AspfClS OF TH£ WORK. THE CONTRACTOR SHALL REQUEST A PRECONSTRUCT/ON MEETING BY CALLING THE INSPECTION LIN[ AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR ,\lLL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COOHDINATE A OATE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED ORA ,\lNGS MUST BE AVAILABLE PRIOR TO SCHEDULING. TH[ GRADING PERMIT ,\lLL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. All INSPECT/ON RFOUFSTS OTHFR THAN FDR PRECONSTRl!CDON MFFDNG W1J I BF MADf RY Ct/ /ING THE fNGINFFRING 24 HOUR IN5PFCTION RFOUFST /INF AT (760) 438 3891. !NSPECVON REQUEST MUST BE .R[CE/VfD PRIOR TO 2·00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED" INSPECTIONS ,\lLL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHER,\lS[. REQUESTS MADE AFTER 2: 00 P.M. ,\lLL 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 $HALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, srATE AND FEDERAL SAFETY AND HEALTH STANCARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOf\1NG THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MAD[ OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING TH[ PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PR!OR TO EXCAVA T/ON. fF TH[ Pl AN VARI[<:; FROM THE SHORING SYSTEM STA~OARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS TITLE 8 CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL E!E PREPARED BY A REG/STEREO ENGINEER AT THE CONTRACTORS EXPENSE A COPY OF THE OSHA EXCAVATION PERMIT MUST BE , SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT W[LL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF. ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED ,\lTHIN ANY WORK Ai?EA DURING CONSTRUCTION, OPERATTONS WILL CEASE /MliEDIATELY AND THE PERM/TT££ mLL NOTIFY THE CITY ENGINEER. OPERATIONS ,\lLL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY [NG/NEER TO 00 SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARJURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE UM/TEO TO TH[ PERIOD BETWEEN 7: 00 A.M. AND SUNSET [ACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAY$/$ AVAILABLE AT TH[ ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY £NG/NEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL B£ R[SPQNSIBLE' 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 0/TCH[S SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN 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 AND 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 ENG!NffR. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED ,\lTHIN TEN (10) OA YS OF THE TIM[ WHEN EACH SLOPE IS BROUGHT TO GRAD[ AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PAO$ AS REQUIRED BY TH[ CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. NIA , AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. DIG ALERT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DA YB BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA . I I 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORO!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 ,\lTH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 30. WHERE AN EXISTING PIP[ LINE 1$ TO BE ABANDONED AS A RESULT OF THE GRADING OPERA T/ON, IT SHALL BE REMOVED ,\lTHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED ,\lTH PROPERLY COMPACTED SO/LS. IN OTHER AREAS THE PIP[ ,\lLL B[ PLUGGED f\1TH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 31. 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 ACJUAL LOCATIONS ARE IN CONFLICT mTH THE PROPOSED WORK. 32. TH[ CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING OA YS PRIOR TO STARTING GRADING NEAR THEIR FACILWES AND SHALL COORDINATE THE WORK ,\lTH A COMPAl,Y REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)660-734J AT&T (800)892-0123 TIME WARNER CABLE f760)438-7741 COX COMMUN/CATIONS 760)806-9B09 CITY OF CARLSBAD(STREETS & STORM DRAIN) (7.60)434-2980 "CITY or CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722 'SAN, D/[GUITO WATER DISTRICT (760)6JJ-2650 'LEUCADIA WASTEWATER DISTRICT (760)753-0155 'VALLECITOS WATER DISTRICT (760)744-0460 'OUVENHAIN WATER DISTRICT (760)753-6466 'BUENA SANITATION DISTRICT (760)726-1340 *AS APPROFfR!A TE 33. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, <I SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL AOV!C[, OBSERVE ANO CONTROL THE WORK IN PROGRESS /1516.120 A.BJ CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOL/.0,\lNG 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 COMPLETt. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION ARE "INSTALLED IN CONFORMANCE ,\lTH CITY CODE AND THE APPROVED-PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINE£R/NG DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF ,THE SOIL, ANO SUMMARIES OF FIELD ANO LABORATORY TESts. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE -SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT ,\lTH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED ,\lTH/N ONE (1) YEAR AFTER TH[ CITY ENGINEER'S APPROVAL, THESE PLANS MAY 8[ REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 35. THE SOILS REPORT TITLED LA COSTA VALLEY SITE AND ATHLETIC REDS, CALLE BARCELONA, PREPARED BY GEOCON INCORPORATED DA TED NOVEMBER 4, ,2013 .SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE ,\lTH THE RECOMMENDATTONS AND SPEC/f!CAT/ONS CONTAINED IN SAID SOILS REPOPT "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA vfc EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, ANO THAT THE 0£$/GN IS CONSISTENT mTH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT ORA,\lNGS AND SPECIFICATIONS BY THE Cl TY OF CARLSBAD 00£S NOT RELIEVE ME, AS ENGINEER CF WORK, OF MY RESPONSIBILITIES FOR PROUECT DESIGN. FIRM: FUSCO£ ENGINEERING, INC ADDRESS: _ _:c6:,:39c,Oc:GR=Ec-ENccwtc:C,cH...cDc.R:clVE.=.,'-"'SU"-ITE:c_1c.7::..D ___ _ CITY, STA TE:c-';'8":':N':c"D/E=,iGc"O'-, :':Cc:A:'9.=.21""2.=.2 _______ _ TELEPHONE,~-"''""'s'l'a>'-f':i:-4~15"'"""----------r , BY. __ .:.eel· (j~[Jf,""f'."'==cs------DATE, [{~"2.'f\('f tKIC VRMSTRONG R.C.E. NO., _ _,,J6e,O,e8J,,_ ___________ _ REGJSTRA TION EXP/RAT/ON DA TE: _0=6~-~J0~-~1~6 ____ _ SOILS ENGINEER'S CERTIFICATE !, RAUL GARCIA , A REGISTERED (CIVIL/ GEOT[CHNICAL) ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN 1HE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING ANO STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE OATES OF SEPTEMBER 18 , 20 -1.J._ANO SEPTEMBER 20 , 20_Ll_. TWO COPIES . SOILS REPORT COMPILED FROM THIS STUDY, WITH MY REGO HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY · ENG •· iii SIGNED.· J?J ;/' /4_C I I EROSION CONTROL NOTES 1. !N CASE EMERGENCY WORK IS REQUIRED, CONTACT --~R=US=S~TH~O~R=N~J;=ON~ ___ AT /760)753 6491 (PHONE NUMBER) 2. EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES OUR/NG THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCT/ON OF TEMPORARY OEVIC[S WHEN RAIN IS EMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED ,\lTHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO TH[ SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROS/UN CONTROL MEASURES AS• MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARIS[ 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHAU. TAKE NECESSARY PRECAUTIONS TO PREVENT 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 INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WOP.KING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE J. T THE ENO OF EACH WORKING DAY WHEN THE F/V[ (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT ANO OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE mTH 3/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH SlRAW INSTALLED IN ACCORDANCE W!TH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK o-THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING & /RR/GA TION ALL PERMANENT AND TEMPORARY EROSION CONTROL Pl.ANTING AND /RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOLLO,\lNG: A. HYDROSEEOING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6, 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AR[, a. THREE FEET OR MOR[ IN HEIGHT ANO ADJk:ENT 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 FOLLO,\lNG CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS ANO RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSffDEO AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRJTERJA: , / ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE, a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TEO BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIP/TA TION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TEO AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE Cl 7Y ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE TH[ PROPOSED SYSTEM. 3. IRRIGATION SHALL MAINTAIN TH[ MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLO,\lNG, 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. b. C. d. e. I. g. h. ;. j. 20 lbs. PER ACRE OF ROSc CLOVER 20 lbs. PER ACRE OF ZORRO FESCUE J lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA 4 lbs. PER ACRE OF ACHILLEA MILLffOLIA J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) 1/2 lb. PER ACR[ OF OIMORPHOLECA ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE TH[ AREA BEING HYOROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. ITEM a OF THIS SUBSECTION MUST BE INOCULATED ,\lTH A NITROGEN FIXING BACTERIA AND APPLIED ORY EITHER BY DRILLING OR BROADCASTING BEFORE HYOROSEEDING. ALL SEED MA TERI A LS SHAL l BE TRANSPORTED TO THE JOBS/TE IN UNOPENW CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. TYPE 1 MULCH APPLIED AT TH[ RATE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART. FOR ·,. HYDRAULICALLY APPL/EV FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE '' ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN SO% OF THE STRAW INTO THE SOIL. ......,., !!l • • G.E./PE. NO., __(,G'J;.E;_. l,28:1,4!£2 ______ ~,,,,,~'<'(,ii'.•b,~SSI~·.;,.,.,!!,·. . DATE: ll-IS• ':l.OI</ • "°'.._.. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, ,\lTH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE . AREAS TO BE HYOROSEEOED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: . ()/;' ,. .... ,\~ LICENSE EXP/RAT/ON DA TE: ii,.2142 OWNER'S CERT/FICA TE I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER 0 G1 :OUlG!ST HAS .BEEN OR WILL BE RETAINED TO SUPERVISE OVER·-ALL Gj ~AD/NG ACT/¼. 9, ADJ!ISE ON THE COMPACTION ANO STABILITY OF Tl IS SITE. I~ ·,. ~V /'l.•/7~2.~I'/ , tuSS THORNTON -EX[CUT/V[ DIRECTOR OF OPERATIONS DAT£ 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF, a. TRACK WALKING SLOPES STEEPER THAN 6, 1 b. HARRO,\lNG AREAS 6, 1 OR FLATTER THAT ARE SU0FICIENTL Y FRIABLE. c. RIPPING AREAS THAT ,\lLL 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 MOISJURE TO PROV/OE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYOROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONGS RELEASED. EARTHWORK QUANTITIES _CUT: 40,300 CY r--/ ~~c -... , ·41J00T"cr~-1~J-.. .i;J---<. ___ ,,~fl!:_..-, ~':~~~ REMEDIAL 19 460 . i;y NOTE, THE GRADI/IG QUANTITIES SHOWN ABOVE ARE FOR BONDING PURPOSES DNL Y ANO DO NOT ACCOUNT FOR VAR/A TIONS DUE TO LOSS FROM FROM CLEARING AND GRUBBING, STRlPPING, SHRINKAGE, SWELL OR UNSUITABLE MA TER!ALS. THESE QUAN17TJES ARE FOR BONDING PURPOSES ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN ;NDEPENDENT QUANTITY AND MATERIAL TAK[-DFFS TO CONSTRUCT .THE DESIGN AS INDICATED ON THESE DRA ,\lNGS AND IN CONFORMANCE WITH THE PROJ£Crs GEOTECHNICAL REPORTS. VICINITY MAP I WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCT/ON OF ALL CUTS ANO FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PER/AANEN.T 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 Cl TEO ON THES[ PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE f\1TH THE FOLLOf\1NG DOCUMENTS, CURRENT AT TH[ TIME OF CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS J. TH/$ SET OF PLANS CITY OF VISTA 4, RESOLUTION NO. N/A DATED ____ _ OWNER/APPLICANT SAN DIEGU/TO UNION HIGH SCHOOL DISTRICT, A CALIFORNIA SCHOOL O!STRICT 710 ENCINITAS BOULEVARD ENCINITAS, CA 92024 (760) 753-6491 ACCESSOR'S PARCEL NUMBER 255-273-08-00 LEGAL DESCRIPTION LOT 483 OF CARLSBAD TRACT NO. 88-03-2, ARROYO LA COSTA, UNIT 2, IN THE . CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 13386, FILED IN TH[ OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, DECEMBER 20, 1996. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL SURVEY AND FIELD SURVEY METHODS FROM INFORMATION GATHERED IN SEPTEMBER, 2012 BY FUSCO£ ENGINEERING, INC.. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS P.\RCEL NUMBER($) 255 27.l 08 00. THE CALIFORNIA COORDINATE INDEX OF TH/$ PROJECT IS: NL.lll2. Eli.2M, BENCHMARK TH[ BENC1/MARK FOR THIS SITE IS A CITY OF CARLSBAD SURVEY CONTROL MONUMENT DESIGNATED "CLSB-014'. STAMPED "RCE 22606", cD. WELL MONUMENT MAREKD RC£ 22606 IN THE CENTER OF THE BULB CUL-DE-SAC AT THE EAST END OF VIS:A CHAPARRAL AS SHOWN ON RECJRD OF SURVEY 17271 FILED FEBRUARY 8, 2002 AS FILE NUMBER 2002-0112862. ELEVATION: 193.745 (NGVIJ-29) BASIS OF BEARINGS THE BASIS OF BEARING$ FOR TH/$ SURVEY IS A PORTION OF THE NORTHERLY BOUNDARY OF CARLSBAD TRACT NO. 73-18, UNIT NO. 3 AS SHOWN ON MAP NO. 8258 AS REFERENCED BY MAP 13386. (;.e. N87'30'15"E) REFERENCE DRAWINGS OWG. 323-8: PLANS FOR THE GRADING AND IMPROVEMENT OF CALLE BARCELONA MAP 13386: ARROYO LA COSTA UNIT 2, CARLSBAD TRACT NO 88-03-2 SHEET!NDEX C-0.1 -CIVIL TITLE SHEET C-0.2 -KEY MAP & NOTES C-1.1 -DEMOLITION PLAN C-2.1 -GRADING AND STORM DRAIN PLAN C-2.2 -GRADING AND STORM DRAIN PLAN C-2. J -GRADING AND STORM DRAIN PLAN C-2.4 -GRADING AND STORM DRAIN PLAN C-2.5 -GRADING AND STORM DRAIN DETAIL C-2.6 -GRADING ANO STORM DRAIN DETAIL C-2.7 -GRADING AND STORM DR/IN DETAIL C-2"8 -STORM DRAIN PROFILE C-2.9 -MAIN ENTRY PROFILE C-3.0 -PAVING SITE PLAN C-J.1 -UTILITY PLAN C-J.2 -UTILITY NOTES AND DETAILS C-3.3 -CMWD ANO OMWD STANDARD DRAmNGS C-4.1 -DETAILS C-4.2 -DETAILS C-4.3 -DETAILS C-4.4 -GUARDRAIL DETAILS C-4.5 -REGIONAL STANDARD DRAWINGS (RSO) C-4.6 -REGIONAL STANDARD DRAWINGS (RSO) C-4. 7. -REGIONAL STANDARD DRAWINGS (RSD) C-4.8 -REGIONAL STANDARD DRA,\lNGS (RSO) C-4.9 -REGIONAL STANDARD DRA,\lNGS (RSD) 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN , 600K). 6. SOILS REPORT ANO RECOMMENDA T/ONS BY GEOCON INCORPORATED NOVEMBER 4, OA TED ,.20eJ1c.J ____ _ 7. THE SAN DIEGO REGIONAL STANDARD ORA,\lNGS AND AS MAY BE MODIFIED BY! THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED N/A 9. ENVIRONMENTAL APPROVAL DOCUMENTS OA TED N/A 10. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY FUSCOE ENGINEERING INC DATED JULY 2014 WD/0 NO. -9 37C37i732. 11. STORM WATER MANAGEMENT PLAN PREPARED BY FUSCO£ ENGINEERING iNC DATED JULY 2014, REVISED N0Vl:M8fi'-2014 12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCT/ON HANDBOOK AND CAL TRANS CONSTRUCT/ON SITE BMP MANUAL. GRADING & DRAINAGE LEGEND DESCRIPTION DWG NO. SYMBOL QUANTITY ~==-=-:.:.:....:....:.::::..:_: ____ __:=..:..::..=..:...:..:=...c.... ___ =._~~=--~ RIGHT-Oc-WAY / PROPERTY LIN£ __________ _ EXISTING EASEMENT ______________ _ EXIST CONTOUR ________________ _ EXJSL_STORM DRAIN ______________ _ EX/ST, WATER MAIN _______________ _ EXIST RECLAIMED WATER MAIN ___________ _ EXIST. SEWER MAIN ______________ _ EXIST. STREET LIGHT ______________ _ EXIST. FIR[ HYDRANT,__ _____________ _ TRENCH RESURFACING. ________ GS-25* ____ _ STORM DRAIN (RCP) _____________ _ STORM DRAIN (PVC)• _____________ _ TYPE A CLEANOUT ________ ~RSO D-9 ___ _ PRECAST CONCRETE CATCH BAS/Ni __________ _ STORM DRAIN CLEANOUT ______ _,,n50 SC-01 __ _ TYPE G-1 CATCH BAS/N ______ _,,0SD D-8 ___ _ TYPE G-2 CATCH BAS/N ______ _,,o50 D-8 ___ _ TYPE R-1 CURB INLET _______ ..r;0 SD 0-2 ___ _ TYPE F CATCH BAS/N _______ ~0,SD 0··7 ___ _ BROW OITCHI __________ ---"·"SD D-75 ___ _ TYPE B CLEANOUT hl$0 D-iQ ___ _ ---------i2.') ---w ----------r~w -- P'.///// ///1 -==c;l!P==- -SD- [g] [I!!] 0 m== De= c.·~ [Qi] => =,> 5 EA 15 EA 25 EA 11 EA 1 EA 3 EA 2 EA 2,620 LF 4 EA AC/AB PAVEMENT ________ $££ SHEET C-J.O, ___ '~-----~' 112,475 SF PERMEABLE PAVERS, _______ Sff SHFET C-3.Q, __ f· .</ ' v 1,480 Sr FILL SLOPE __________________ _ ' ' ' CUT SLOP[ _________________ _ V V V FLOW DIRECTION AND SLOPE ~ _ (SLOPE SHOWN FOR INFORMATIONAL PURPOSES ONU. SPOT ELEVATIONS SHALL GOVERN) ALL STANDARDS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS (RSD) UNLESS NOTED OTHERWISE. * CARLSBAD MUNICIPAL STANDARD DRAWINGS. ' ~ ALL QUANnnrs SHOWN f-"EREON AR£ FOR BONDING Pt'RPOSES ONLY; THE CONTRACTOR IS RESPONSIBLE FOR THEIR OWN INDEPENDENT QUANTITY ,WO MATERIAL TAKE-OFFS TO CONSTRUCT TH£ IMPROVEMENTS AS IND/CA TED ON THESE ORA WINGS. REQUIRED TREATMENT CONTROL BMP TABLE TYPE FLOW-THROUGH PLANTER DESCRIPTION CASQA TC-32 SUSIIP PROJECT PRIORITY HIGH Ol!NERSHIP PRIVATE MAINTENANCE AGREEMENT YES SHEET NO. C-2. t,2.3,2.6 MAINTENANCE FREQUENCY MONTHLY " If. 8 U IL T" , ~ ,. {{2.(({r..! RCE -~•~3 EXP. ,,l"ao/rb DAT£ INSPECTOR .I 1----1---+-----------+--+--t----+---il SHE,ET I CITY OF CARLSBAD [sREETsl ;;c;:::;c:::::;;,_L:;:::;:;E;N;G;,IN~E~E~Rl;N~GC,:D°;:E~P~A';:R:::TM::E::N::T==:::..'.~==~ GRADING & IMPROVEMENT PLANS LA COSTA VALLEY MIDDLE SCHOOL SITE DEVELOPMENT 'alFuscoe LEUCADIA WASTEWATER DISTRICT OLIVENHAIN MUNICIPAL WATER DISTRICT OLIVENHAIN MUNICIPAL WATER DISTRICT I N e I N I I I I N e 6390 G,eer.wich Drive, Suite 170 San Diego, California 92122 tel 858.554.1500 ° fox 858.597.0335 www.fuscoe.com PUBLIC SEWER SYSTEM APPflOVAL APPROVED BY: LWD DISTRICT ENGINEER 1A,,1,,i 1-"wPHEN DEEAI JJub4 FIRM I RECYCLED WATER SYSTEM APPROVAL POTABLE WATER SYSTEM APPROVAL OMWD WO-II W590151 OMWD Wot W590151 12.e,a Date Note: signature expires 2 years after date. r, ,~ 4,-IL,8,ti A. E. j Date : :.g,atuce e,preo 2 yea,o affer date. I 15 0S/11 IS DATE ENGINEER OF WORK /3 ~s-9•"T /~ $TOR"! DRAIN I, 6RAPl>IG Re->IISIONS REVISION DESCRIPTION llTLE SHEET /I n I I , • ,_ APPROVED: JASON S. GELOERT It v Yl,•k 3·1.,JS ENG"'EERING MANAGER RC 63912 EXPIRES 9/30/:i-;i DATE :Wlf" "'I\... I\'" • l)c/L /,M1,, I ,,.. ,, '-✓ DATE INITIAL DAl INITIAL OTHER APPROVAL CITY APPROVAL ' 1-z u o--0:: ZI-::> Cl) -0 0.,,. I-..J -o =>o ffi :c -u CCI) Z:c <( t, Cl) -:c /DENT/FICA TION STAMP DIVISION OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES A# AC __ FLS __ ss --- DATE REVISIONS DESCRIPTIOl'I DATE SHEET TITLE CIVIL TITLE SHEET C-0.1 SCALE TH/$ DOCUMENT C,ONTA//,/$ .'N''ORMA noN PROPF//f'T/,,R'I TO MVE mST!TU)'ONAL '/1/C. A,W; IS .~URN/SHED IN CONFIDfN<:Cl'ORTHE LIM/TEO Pl.}RF".)Sf. OP EV)WAT,'ON, FJ.'ODING OR !'1EV18\' Tl--</3 DOCUMEN,TOR ,TS CONTEJ/TSMAY NOT BC US£.0 FOR ANY ()T,--1£R PURPOSE, A/\JD MAY NC"f. IJE REPROO'JCED OR DISCLOSED TO OTHERS W!TH01.'r THE PR,'OR WRITTEN co•1si::w OF MV/'1 /NSTITIJ/!ONAL ING ALL RIGHT$ RES/:RV/:,D, ~ COPYRIC!-JT 2000 FUSCOE I I I I I N • 6390 Greerwich Drive, Suite 170 San Diego, Califor~ia 92122 1 tel 85.8.55-4.1500 ° fax 858.597.0335 www.fuscoe.Com ~ 'I'"" 0 N -~ -'I'"" 'I'"" I-w (/) ~ (.) w :c (..) <( Cl) 0 ~ w . s I "' ()l s: ., ii~ ~ ,,, ! ;~ • B • iii a i"Q 11~ I i I I I J:i s i ~~ "' !!! @. •x~ it •~. !~~ . " ' ., • m~ ; ~u 1 11 " I ~ I I I ll l!I s:: ~ Cl s I ll l!I s:: i I!) I C ll w Ill ~ i I ll C ' ' t □ ~ § 2 Gl 2 C s: DJ m ll □ ll ~ 2 !ii 2 C s: Ol m ll CJ I 2 Gl 2 ~ Ol m :0 ~ 0 ~ J ~ w 0 ~ ~ < ~ r w ~ N ci I u / ~ r z w ~ w > 0 ~ ~ " I!' < > ii' ;;,, I<' w w ili z ;;,, 0 < ;3-" ~ / J 0 0 r u ~ w J 0 0 " >· "J J 's " ~ 0 u < J N 0 I n §. "' ~ I 0 w 5> M r f3 ~ 0 ~ .',, ,-~ ~ ~ ~ ~ /j o; n 0 ~ n N " 00 GENERAL NOTES 1. IMPORTANT NOTICE: SECTION 4216 OF THE GOVERNMENT CODE REQUIRES A O!G ALERT /DENT/FICA T/ON NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VAUD. FOR YOUR DIG ALERT I.D. NUMBER, CALL UNDERGROUND SERVICE ALERT, TOLL FRff 1-800-422-4133, TWO DAYS BEFORE YOU DIG. 2. CONTRACTOR SHALL IMPLEMENT AN fROS!ON AND SW/MfNT CONTROL PROGRAM DURING THE PROJECT GRADING /\ND/OR CONSTRUCTION ACTIVITIE:S. THE PROGRAM SHALL MEET ALL APPLICABLE REQUIREMENTS OF THE STATE WATER RESOURCE CONTROL BOARD AND THE CITY OF SAN DIEGO MUNICIPAL CODE AND STORM WATER STANDARDS MANUAL. 3. "PUBUC IMPROVEMENT SUBJECT TO DESUETUDE OR DAMAGE" If REPAIR OR REPLACEMENT OF SUCH PUBLIC IMPROVEMfNTS IS RfQUIRW, THE OWNER SHALL OBTAIN THE REQUIRED PERMITS FOR WORK IN THE PUBLIC RIGHT-OF-WAY, SATISFACTORY TO THE PERMIT~ ISSUING AUTHORITY. 4. ALL EXISTING AND/OR PROPOSED PUBLIC UTILITY SYSTEM ANO SERVICE FACILITIES SHALL BE INSTALLED UNDERGROUND IN ACCOROANCE 'MTH SECTION 144.0240 OF THE MUNICIPAL COO£. 5. Tri[ AREA WH!CH IS Off/NED AS A NON GRADING AREA AND WHICH IS NOT TO BE DISTURBED SHALL BE STAKED PRIOR TO START OF THE WORK. THE PERMIT APPLICANT AND ALL OF THEIR REPRESENTATIVES OR CONTRACTORS SHALL COMPLY 'MTH THE REQUIREMENTS FOR PROTECTION OF THIS AREA AS REQUIRED BY ANY APPLICABLE AGENCY. ENGINEER'S NOTICE TO CONTRACTOR: 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND U7!L1;y PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO ?ROTECT THE U77LITIE'S AND STRUCTURES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT OF RECORD OR NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECT/ON OF, ANO ANY OIMAGE TO THESE LINES OR STRUC/URES. 2. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SIT[ CONDITIONS DURING THE COURSE OF CONSTRUCT/ON OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT Tl/ESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIM/TEO TO NORMAL WORKING HOURS AND THAT THE CONTRACTORS SHALL OEFEND, INDEMNIFY, AND HOLD TH£ OWNER ANO £NG/NEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION W/TI-l 1HE PERFORMANCE OF WORK ON 7H/$ PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR Tl-IE ~NG/NEER, OR A~Y PUBLIC AGENCY. 3, THE ES77MATES OF EARTHWORK ANO IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE PROVIDED ONLY FOR TH£ PURPOSE OF SA T/SFYING CITY PLAN INFORMATION REQUIREMENTS. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL EARTHWORK AND IMPROVEMENT QUANTITIES AND SHALL USE SAME AS A BASIS FOR HIS BIO(S) AND CONTRACT(S). 4. THE TOPOGRAPHIC INFORMATION CONTAINED IN THESE PLANS WAS OBTAINED BY AERIAL AND/OR FIELD SURVEY DA TA, AND 0/SCREPANCIES BETWEEN PLAN ELEVATIONS ANO ACTUAL ELEVATIONS ARE TO BE' ANTIC/PA TED. TH£ CON7RACTOR SHALL REMAIN ALERT FOR AND PROMPTLY REPORT ANY ANO ALL SUBSTANTIAL DISCREPANCIES (SUFFICIENT TO CAUSE A CHANGE IN THE ,'LANS ANO/OR AN INCREASE IN COSTS) TO THE OWNER AND TO THE ENG/NEE,, OF RECORD, AND SHALL NOT PROCEED WITH AN AFFECTED WORK AREA UNTIL DIRECTED TO 00 SO BY AN APPROPRIATE OWNER REPRESEN TA J7VE. 5. QUANTITIY CALCULA 770NS ARE BASED UPON AERIAL TOPOGRAPHY ANO ES77MA TEO SOILS INFORMA T/ON, AND SHOULD BE CONSIOEREO ONLY A ROUGH APPROXIMATION OF ACTUAL QUANTITIES. 6. CONTRACTOR ASSUMES SOLE ANO COMPLETE RESPONSIBILITY FOR THE PROTECTION ANO PRESERVATION OF ALL SURV£Y MONUMENTS, AND SHALL HAVE ANY DISTURBED OR COVERED MCNUMENT RESET BY A QUALIFIED REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR AT TH£ DIRECTION OF THE GOVERNING AGENCY. 7. OEMOL/770N OF ALL LABELED ITEMS 'MLL INVOLVE REMOVAL or ALL SUB SURFACE FOOTINGS AND SUBSTRUCTIJRES (IF APPLICABLE). 8. THE CONTRACTOR TO POTHOLE AND VERIFY THE LOCATION AND ELEVA TJONS OF ALL EXISTING UT/UT/ES AND UTILITY CROSSINGS PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL CONTACT CIVIL ENGIN£f:.R IN Tf!E EVENT OF ANY CONFLICTS PRIOR TO CONSTRUCTION. 9. THE CONTRACTOR MUST NOTIFY UNDERGRDUNO ALfRT AT 1-800-422-4133 A MINIMUM OF TWO FULL WORKING DAYS PRIOR TO START Of DEMOLITION, GRADING, OR CONSTRUCTION OF ANY KIND. THE USA TICKET NUMBER MUST BE AVAILABLE AT T/-IE CONSTRUCTION SITE PRIOR TO START ANY WORK SHQWN ON THIS SET OF PLANS. 10. ALL STORM DRAIN CATCH BASINS AND CUR£ INLETS ~HALL HAVE STENCILING OR MARKINGS WITH PROH/B!TIVE LANGUAGE PER THE APPROVED SWMP FOR THE PROJECT. DIG ALERT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA r -1<8><8><8> I~ -~ l I I I I I I I £X/STING PUBLIC/ , STORM DRAIN I\' ---:- """,1-,..,--RESTROOM BUILDING \ I I -- 7'!J'fl' L=-672.65 ___ _ ti,,-1 --: -~ --R=2208,00 ABBREV/A Tl()N8 LIMITS.,! OF WORK ADA AMERICANS WITH 0/SABIU-TIES ACT CB CATCH BASIN CMP CORRUGATED METAL PIPE CMWD CARLSBAD MUNICIPAL WATER DEPARTMENT DMA DRAINAGE MANAGEMENT AREA EX EXISTING FG FINISHED GRADE FL FLOW LINE rs FINISHED SURF ACE HOPE HIGH DENSITY POLYETHYLENE IE INVERT ELEVATION :..---· ----~---· --·-. "\ \ \ 1 \ OMWD OL/VENHAIN MUNICIPAL WATER DISTRICT PVC POLYVINYL CHLORIDE RCP REINFORCED CONCRETE PIPE RIM RIM [LEVA J70N RSD SAN DIEGO REGIONAL STANDARD DRAWINGS R/W RIGHT-OF-WAY SOCO STORM DRAIN CL[AN OUT SDR STANDARD DIMENSION RATION \ I . \ I '. TB TOP OF BERM TC TOP or CURB ft,' TOP ar GRA/t' TOB TOP OF BASIN TOP TOP OF FLOW-THROUGH PLANTER ELEVATION TP TOP OF PIP£ TS TOP OF SLOPE U.O.N. UNLESS OTHER'MSE /IOTED :i ' ) -SD _.J ---11(!5_5J' NB?'.Jo'tS 0£ -l__ lLIMITS or _WORK --,,------------co I I I I I r I I I I I I I I KEY MAP 1" ~ 100' e -----.:, ------ ◊ INDICATES SHEET NUMB[R BUil T" 1(21/ (~ DATE 5~5-lb DATE ~---t--t-----------t-----t--t---t---11 s_H2EET I CITY OF CARLSBAD ~ ,-;::::::===='..':::==::::E'::NG:::1;::N;':EE:::R;':IN:c:G:::;;:D::E:;P;::A:::R™:=E:::N:::T====::::'_:::~==="'~ 1---1---+-----------------+---+--l---if----f GRADING & IMPROVEMENT PLANS II.I' DAlE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LA COSTA VALLEY MIDDLE SCHOOL SITE DEVELOPMENT Y: csw PROJECT NO. I DR.AWING NO. CHKD BY· ne/L PD 14-01 481-7.' • RVWD BY: " ..J I-0 . z (..) 0 I-0 -::c z 0:: .,: -Uw Cl z .... 6 => Cl) Cl) :E .,: Cll ->.a. (/) 0 C _j wo (l'. "' I-..J ..J ..J 0 -0 ..J w .,:-=> z 0 <(> 0 (!) ..J w w ::c >w 0 Cl'. -(..) <( C iii C Cl) t-w w ..J z Cl) I-..J ::c .,: <( o-0 (!) Cl) -ucn ::c <( ..J .cs 1l ~< C. ,. <'. -s i~~ CJ '> s ~ .D • • < ~~~ ~ '!.11:l,.. i ;i I CD )> ~ I ,j CJ I i '. :II I 1:a § fl r::: I SJ~ ;a~(/) g{ 1') • z 5iJ ~. !j) ;!l ~1 z I ~2~ z ""~: ;~I C .i!: w! 0 I <ii :il -0 s: i oi-m m (.;l :s:: OJ I ~ z m z JJ m u, I ·. ci J> I I ~ I 0 rn JJ 0 s Ill I ~; ~ ~ ~, ~ s: I '!! ,J) ;;; ii:~ '!; Lll''J' C: I~~ s I i'l, ~ ~ " • 0 • ., ~ : ~ [I,] ~ '5 ~ I js8 ~ ~ TI" " 0 g I ;s I m p ~ ' -! ~?.OfESSJ~ ~~i~ V) ~ '2-\ § w ~ u. No. 360 :.(J * EXP. 6-30--16 * ~I: Civi\ R-~c::r i!;' OF Cl'-0'(G n CJ 0 I "~ JJ mo ~ JOO f'I JJ C g~~ "11 :,0 CJ) §P~ 2 m 'l • i }~ z !j) ~~~ z c:,~---j@I C m 0 s: ~ ~-;R m C.l S: OJ / lrlz m z :II m I m ci J> I l I /DENT/FICA T/ON STAMP DIVISION OF THE STATE ARCHITECT OFFICE OF REGULA T/ON SERVICE$ A# I AC FLS ss DATE ,,! I I ',1 I REVISIONS DESCRIPTION D/\TE Ii\ BL°' ADDO II. lUVISel> Gl<APl~G 5/11 /!! '\ " I\ 6 SHEET TITLE KEY MAP :,J i; i "r1 i ~J ~ □ I mo i I!) CJ "C 'In ·"~ ,= 1] [IJ ~ ~I z m ,i • !'fl l:! Gl ; ~l z ~ _, m z .,. Ci:'.§: 'I': gI C ~ DJ 0 'R !l.l -rJ s: ; Ql·m "'(l! ttJ I 01S 'z m z :II u u, I ~ & NOTES I --------I SHEET NUMBER JOfllNO. 2013-40117 C-0.2 "~ 1-14-20,14 SCAU'. T/J/S DOCUMEl'il CONTAINS H'./FORMA T.'ON ."fl.OfR,'EfARY TC IIWE ,IJSTITl[r!ON.•L, .we. AND i5 f~RNISH£C iN rCNFIDENCEf'OR Tf/E /AtllTED PURPGSE OF lc'IALfJA(/ON, 3,'0DiNG OR R.-::VrEW. THIS OOCIJMENT OR ITS CON,E,VTS MAY NOT 8E USED i'OR jl~,v OTriER rUPPOSE AND MAY NOT BE Rf:PfWDIJCf.D OR DISCl,OSED TO OTT-1£RS WITT-/QUTThE PR/O.'? WRITTEN COl'iSFNT UF MVE H,ST!TLJTIONAC. ,'NG ALL R1G,'-!T8 RESERVED, 'al COPYRIGHT 209a ; I 051 S ~ t, I J ._, I ~ ""'" I 0 N .. ~,, "'■ -----FUSCOE -la. ... ~ I N • I N I I I I N • 6390 Greenwich Drive, Suite 170 San Diego, California 92122 tel 858.554.1500 ° fax 858.597.0335 www.fuscoe,com . ~ I -""'" ""'" I I-m w p ~ Cb Cl) I ~i ~ :e~ (..) g e □ " C G')~ w i! '1 m ~m ::c ii:~. _,:.Z i a >' (..) i 3l! z C()Gl :i• 2' m = r::;,:;E _z <( ,:;,<'.'.'I c;, ~-fg C Cl) I s: i!:'lj·m ...... OJ C ~-L~i )>m • ..> -, .m JJ en CD .:... ci ,p_ > I / -~°'.,._7.;,_L'.._- " i"' " 50 ,25 .,0 50 ~f.-. -~, 100 I GRAPHIC SCALE IN FEET 150 ! @ ® @ @ @ @ @ @ @ @ @ 15' PEDESTRIAN & BICYCLE ACCESS fASEMENT 20' DRAINAGE EASEMENT 50' PEDESTRIAN ACCfSS 20' PUBUC DRAINAGE EASEMENT SLOPE EASEM£NT 15' SDG&E EASEMENT PEDESTRIAN ACCESS EA$EM£NT Bklf)c'E EASEMENT 5' GROSS LOT DRA_INAG( EASEMENT SLOPE MAINTENANCE EASEMENT to' OfV•tNAGE eASE f,11 E ,t NOTE: 1. CONTRACTOR TO POTHOLE AND 1/[R/F'Y EXISTING UTILITIES PRIOR TO GON_STRUGT/ON OR ORDERING MATERIALS NOTIFY ENGINEER ANY DISCREPANCY OR CONFLICTS 2. CONTRACTOR ro ADJUST ALL EXISTING GA TE VALVES CLEANOUTS MANHOLES AND OTHE:R APPURTFNANCES TO GRAOE AS REQUIREO J. ALL unUTtES NOT SPECIFICALLY DESIGNAT[D ro BE ABANDONED SHALL BE PROTECTED IN PLACE SAID UT/LIT/ES S1-!ALL PROVIDE UNINTERRUPTED SERVICE THROUGHOUT CONSTRUCT/ON 4. CONTRACTOR TO POTHOLE AND VERIFY HORIZONTAL AND VERTICAL LOCA TJONS OF £XI STING FACIUTT£S AT ALL POINTS OF CONNEC7/0N [IQ] EXISTING FENCE TO REMAIN 5 II/ts [j] £XISTING TRff TO 8£ REMOVED DATE ENGINEER OF WORK ~ ~•-llUIL1 z £TORM ORA-IN 9, GIIADIN~ REV"IDN~ I\ DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL _·.;.:::x-_c..•'i'' '· ; \ I Sf~ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING & IMPROVEMENT PLANS LA COSTA VALLEY MIDDLE SCHOOL SITE DEVELOPMENT DEMOLITION PLAN DAT£ / PROJECT NO. PD 14-01 DRAWING NO. 481-7A ( ..J ..., 0 zu 0 1--o-:c z <>'. -c::: Uw u z 1--ci ::> (J) (J) :i?: <>'. Cll ->-0. (J) oc _J WQ 0:: . <) 1--..J ..J ..J -o ..J w <( ::> 0 z <(> 0 -I IB :c w >w u 0:: -u <(C rli C u, 1--w w -I -Z:c (J) 1--_J <,: <( (!) o-u (J) -u (J) :c :5 1?°?-or1::ss10~ ;e,+€R&sJ"'t & ti ~ M wW G)f"Tl "' N "' * o. CE J606J * EXP. 6-30--16 ,s,~ C' "\ ~-z--1); IV\ ~ (" OF cP..U~0 /DENT/FICA T/ON STAMP DIVISION OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES A# AC FLS ss I DATE REVISIONS DESCRIPTION DATE SHEET TITLE DEMOLITION PLAN ------SHEET NUMBER JOII No. 2013-40'117 C-1.1 DATE 1-14-2014 SCALE THIS OOCUMENf CONTAINS 1/'/FOFWATION PROPRIETARY fr.) MVE,INST17UTIOI/Al, me. ANO IS Fl)Hf-/!~'HED IN CONFIDENC£ FOR Tl/£ ()MITE□ PURPOSE OF EVAWATIOtl, BIOOING OR REVIEW. rHISOOCUMENr()R !TSCON/ENTS MAY NOf BE USED FOR,NIY ()THER PVRP05P. ANO MA1 NDT EI/E REPRQOL/f::ED OR 0/SCLO:seo TO OTHP.RS WITHOUT THE PRIOR WRITTl;N CONSENT OF MVE INSf! rUrtONAt, INC. ALL RIGHTS RESERVED, © CC!PYRiGHT W08 ~,11 • • FUSCOE -. - h11 .. --= I N G I N E I R I N G 6390 Greenwich Drive, Suite 170 Son Diego, California 92122 tel 858.554.1500 ° fox 858.597.0335 www.fuscoe.com □ ll § 2 Gl 2 C s: co m ll □ ll § 2 Gl 2 C s: co m ll NO. 9 10 11 @ 13 14 15 16 .. @ @ 19 20 21 I l~--+~---45/f-~J I I ~ a.;-1 ~ss .2' .1~ STORM DRAIN DATA OELTA/BRG RADIUS LENGTH REMARKS N20. 27 '50 "W --77.46' 12" PVC@ 38.0% N1J'16'22"W --46.94' 12" PVC @ 1 ;0% N31°28'28"W .... 7.50' 12" PVC@ 1.0% N/9'07'20"£ --53.29' 12" PVC@ 1.0% N/4°33' /O"W --38. 12' 24" PVC@ 33.8% N84 • 13' 15"£ --14.82' 12" PVC @ 1. 0% N43°11 '32"£' --51. 42' 12" PVC@ 2.0% N83°46 'JB''W --258.00' 18" PVC@ 1.4% N82°19'21"W --63.00' 18" PVC@ 0.9% N76"00'03'E --234.38' 24" PVC@ 0.8% N25°40'14"W --75.03' 24" PVC@ 4.8% ( V . ---c --!& . . N/3°59 '57"W --112.46' 18" PVC @ 1.5% NO. 26 2 29 ( JO 1; 32 ( 35 STORM DRAIN DATA DELTA/BRG RADIUS LENGTH REMARKS N75°23 '50"£ --78.oo· 12" PVC @ 0.5% N84"26'29"£ --87. 74' 12" PVC @ 0.5% V V V ------ -------- N28" 15' 12"W --136.31' 18" PVC@ 2.6%. N/9°31 '54"W ~= 98.98' 18" PVC@ 1.5% V,;,159.91 TG j\VJ.54.50 If OJT N Lt, 47 N18°08'45"W --63.26' 4" STABILITY' FILL 48 N04 °21' 15 "E --93.96' SUBDRAIN PE'R DETAIL §) N10°57 '28"£ --44. 17' D/C-4.3 NOT£S: 1. ALL PIP[ TO B£ PVC U,O.N. W/ WATER TIGHT JOfNTS 2. WA1£R TIG/-/T JOINTS AT ALL POINTS OF CONNECTION TO EXISTING STORM DRAIN STRUCTURES ---------- , --U:i-1· iYP: [ET, CUT (II? (1i flEEr 0 ~- I i ; 161. FG 55,J-'9- FLOW THROUGH PLANTER DATA BASIN DMA TREATMENT ·ORIFICE AREA (SF) DIAMETER (IN) 2E 2£ 1,858 / 2.0" 3£ JE 2,060 2.0" 4E 4E 1,611 -' 2.0" \ ----. --. . -- 6E 6E 1, 143 >-2.0" ( -------- NOTES: -; .\ 1. SE£ STORM WATER 'MANAGEMENT PLAN FOR SIZING CALCULATIONS 30 15 6 59.40 TG 56.58 IE IN N ®\ I _1:31 IEOJ_Tjll? . I J a ~(£:, 1"• 0 30 60 GRAPHIC SCALE IN FEET 90 59. TC • CENTERLINE DATA NO. OELTA/BRG RADIUS lcNG1H N12'JJ'1J"W 2.02' 8= 12-,1'12" 53.00' 66.81' N60'06'22"E 392.79' N57"10'27"E 201.74' 8= 142.5'1.3" 212.00' 5J.J6' NOTES: \ ! i -::--=--::--::_-:-- ~:......:___; ~-----.__: ;~-{ --~~ I I -/ REMARKS 1. SEE SHEET C-2,9 FOR PROFILE & CURB ELEVATIONS CONSTRUCTION NOTES: CD FLOW 1HROUGH PLANTER PER DETAIL E/C-4.2 & TABLE THIS SHE£T ® 6" TYPE G CURB AND GUTTER PER DETAIL F /C-4.1 @ 12"x12" GATCH BASIN PER, DETAIL A/C-4.2 (D 18"x18" CATCH BASIN PER DETAIL A/C-4.2 @ 24"x24" CATCH BASJN PER DETAIL A/C-4,2 ® TYPE G-1 CATCH BASIN PER RSD D-8 (j) TYPE G-2 CATCH BASIN PER RSD 0-B ® TYPE A4 CLEANOUT P[R RSO 0-9 ® TYPE F CATCH BASIN PER RSD 0-7 @ 4 INCH PERFORATED SUBDRA/N PER PER DHAIL H/C-4,2 @ CONCRETE CROSS GUTTER PER RSD G-12 @ TYPE B BROW DITCH PER RSD 0-75 ® PERMEABLE PA\lfRS PER DETAIL G/C-4.2 @ FLOW THROUGH PLANTER CATCH BASIN PER DETAIL D/C-4.2 @ FRENCH DRAIN PER DETAIL C/C-4.2 @ SUBDRAIN CUTOFF WALL PER DETAIL F /C-4.2 @ SIDEWALK UNDERDRAIN PER RSD D-27 @) STORM DRAIN CLEANOUT PER RSD SC-01. MODIFY LID TO READ "STORM DRAIN~ @) 6" CURB PER DETAIL f/C-4.1 @ 6• CURB PER RSV G-1. MODIFIED PE'R DETAIL G/C-4-.2 @ CURB TRANSITION PER DETAIL B/C-4.1 wi\. TYPE 2 ROCK RIP RAP ENERGY DISS/PATER PER SDRSD D-40. NO. 2 BACKING ~ ROCK; THICKNESS= i.1'; W1D1H= 6', LENGJH= 10'; EMBED 6" MAX INTO SOIL @ WING HEADWAll PER RSD D-J4- @ 4 INCH PERFORATED SUBDRAIN PER PER DETAIL E/C-4,2 @ 4 INCH PERFORATED SUBDRAIN PER PER DETAIL G/C-4.2 @ RAMP W/ HANDRAILS PER LANDSCAPE ARCHITECT PLANS @ EXISTING A-4 CLEANOUT TO REMAIN. ADJUST RIM TO GRADE. @ GUTTER FLUME PER DETAIL D/C-4.1 @ TYPE B CURB INLET PER R$D D-2. @_g:) TYPE A CURB RAMP PER DETAIL A/C-4.1 @ TYPE B CURB RAMP PER DETAIL A/C-4.1 ® TYPE C CURB RAMP PER DETAIL A/C-4.1 ® WHEEL STOP PER LANDSCAP[ ARCHITECT PLANS ® PffiESTRIAN CONCRETE PAVING PER LANDSCAPE ARCHITECTS PLANS, 4" THICK MIN PCC W/ NO. J REBAR 18" 0.C., DOWEL TO ADJACENT CURB OR BUILDING. I. 7% MAX CROSS SLOPE U. O.N. ' /'m 4 INCH PERFORATED STAB/UTY FILL SUBDRAIN WITH CHIM/NEY DRAIN PANELS 20 ~ FEET ON C£NTER PER DETAIL D/C-4.J @) GUARDRAIL PER DETAILS ON SHEET C-4.4 ® SPORTS FIELDS IMPROVEMENTS PER LANDSCAPE ARCHITECT FIELD PLANS. ELEVATIONS SHOWN DEPICT FINAL TURF/DC/SURFACE ELEVATIONS @ Sf£ PAVING PLAN ON SHEET C-J,O FOR PAV£MENT TYPE @) TOP OF SLOPE BERM PER DETA1l K/C-4.1 @ EX. 8~ CANYON SUBDRAIN TO REMAIN UNLESS OTHERWISE NOTED. SEE DEMDLJT/ON PLAN ON SHEET C-1.1 ~ ACCESSIBLE PARKING STALLS. SEE ARCHITECT PLANS FOR S/GNAGE & STRIPING '-:!.!;I DETAILS SHEET AOl.3 @ SIGNAGE AND STRIPING PER LANDSCAPE ARCHITECT PLAN @ o• CURB PER MODIFIED RSD G-1 (FLUSH) @ VALLEY GUTTER,PER DEATIL C/C-4.1 @ SWALE PER TYPICAL SECTION J/C-4.1 @ TOP OF SLOPE SWALE W/ BERM PER TYPICAL SECTION L/C-4.1 @ SEAT WALL PER LANSCAPE ARCHITECT PLAN @ TRASH ENCLOSURE PER LANDSCAPE ARCH/TtCT PLAN ANO CJTY STANDARD GS-16 r8\ EXISTING CONCRETE BROW DITCH TO REMAIN. PROTECT IN PLACE. REPAIR AS 161 NEEDED & REMOVE VEGETATION IN DITCH i9 SPLASH WALL P£R RSO C-9, TYPE C. H=JO", L=10'. INSTALL WITH 18" EXPOSED ~ FACE ABOVE TOP OF BROW DITCH. ® PERVIOUS CONCRE'TE PER DETAIL H/C-4.2 @ DECOMPOSED GRAN/T[ W/ 2% MAX CROSS SLOPE. Sff LANDSCAPE ARCHITECT FJELD PLAN FOR TYPICAL SECTION & PRECISE £LEVA TION @ STABIUTY FILL PER TYPiCAL SECTION A/C-4.3 @ STABILITY F!LL PER TYPICAL SECTION B/C-4.J @ STABILITY FILL PER TYPICAL SECTION C/C-4.J @) FENCE PER LANDSCAPE ARCHITECT PLAN @ TRff GRATE PER LANDSCAPE ARCHITECT PLAN. DETAIL J/L-3.4 @) ACCESS/BL[ O" CURB & GUTTER PER GUTTE'R DETAJL A/C-4,f @) STEEL GA TE PER LANDSCAPE ARCHITECT PLANS @ T"/PE 85 CLEANOUT PER RSD D-10 @) ROLLED CURB PER DETAIL J/C-4.2 . @ ROLLED CURB TRANSITJON PER DETAIL K/C-4.2 @) ZERO CURB RAMP PER LANDSCAPE ARCH/1£CT DETAIL D/L-1.B @ INDICATES EXJSnNG EASEMENT. SEE SHEET C-1.1 FOR EASEMENT RffERENCES DATE DATE t---t---+-----------+---+----+---+-------11 SH4EET I CITY OF CARLSBAD ~ ~;::;:;;:::~;::::::;~E=-N;::G:;IN~E:;:E;;Rl:;N;:G:;O:::CE::P;:A;::R:::T':M::ENC:T:::==::::..':~=="= GRADING & IMPROVEMENT PLANS BLOG ADDED &, REVISED GRADING RE,L~c.E '( S•~P'i~ 1/lfli' REVISION DESCRIPTION DAT£ INITIAL OTHER APPROVAL CITY APPROVAL LA COSTA VALLEY MIDDLE SCHOOL SITE DEVELOPMENT ENGIN DWN BY: csw CHKD BY:~-~ RVWD BY: li,jp. PROJECT NO. DRAWING NO. PD 14-01 481-7A , a ...J I-0 zo 01-o-:Cz c5 -0::: Ow ZI-6 ::, Cl) Cl) :E <( a, ->-CL if! oc __J wo "' <( I-...J ...J ...J (.) -o <i. ...J w ::,0 z ~Gj 0 __J &3 :c UJ (.) "' -o <( C <( Cu, a, 1-w w __J Z:c (1)1-__J <( <( (.!) o-(.) en-ucn :c <( ...J ~ 9'?-:ofESSJo~ g<' +· />.RMs~ '½, V, ti "' f.aw ~ftj ~ No . RCE 36083 ;u * EXP. 6-30-16 * ,s,,,_ c· .\ #"?'--1!; /VI ~~0~Q IDENTIFICATION STAMP DIVISION OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES A# AC FLS ss DATE REVISIONS DESCRIPTION DATE ill BLDG ADDED & REVISED GRADING 51/1/15 / I I L, L, I' SHEET TITLE GRADING AND STORM DRAIN PLAN SHEET NUMBER JOB NO. 2013-40117 C-2.1 OAre 1-14-2014 $CALE THIS DOCUM£NT_ 00N7 A/,VS ,'NFORMA TION PROPRIETARY TO MVE INST/T'JTIO•Y,l~. ! WC. AND IS FURNISHED!~' G0/1/FIOENCE FOR THE LIM/TED PURPOSE OF E\/AWATI/JN BIDDING OR RE'IIEVI' THISOOCIJ!VIENT OR.'1$ GO/flt/'/!$ MAY ,~OT l>13 USED FOR ANY OTl-<ER PURPOSF AND MA y ,\·ar /JE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PR,OR WRITTEN CONSENT OF M\-E !NST/TUT/OWU., INC. AU Rlr.H rs RESERVl:.D, ();) r.,OPYR,(,HT 200!l. ~,1 • • FUSCOE • -~h, .. ...: I N • I N I I I I N • 6390 Greenwich Drive, Suite 170 San •Diego, California 92122 tel 858.554.1500 ° fax 858.597.0335 www.fuscoe.com • ~ T'" 0 N -~ -T'" T'" I-w Cl) ~ <':.- :~ u ' , . w i~ :c i~ u "· <( l~ 'z Cl) I C C i :E 2 lil 2 C: s:: IR II C ~,: C>z ~ lil CD~ ..a. s:: .:., Ill )>ll I I I I I l I I . □ :.0 ~ -2 Gl 2 C ~ OJ m :.0 □ lJ ~ 2 Gl 2 C ~ OJ m :.0 Cl :.0 ~ 2 Gl 2 C ~ OJ m :.0 I' I I I, C (~---~ --> ' l: ' . 60 90 GRAPHIC SCALE IN FEET SEE SHEET C-2,1 FOR CONTINUATION . STORM DRAIN DATA NO. DELTA/BRG RADIUS LENGTH REMARKS @ N35'05'01"E --11.00' 4" STABILITY FILL @ NB0°05'01"E --234.73' SUBDRAIN PER DETAIL @ N57'J5'0/"E --28.88' D/C-4.3 /401 N41'51 '15"[ --24.89' [i) NJO'J6'15"E --166.D6' 1421 N25' 36' 15"[ --29.46' @ N14°21 '15"( --91. 13' 1±11 N08°08'45"W --39.56' @ NJO"J8'45''.W --36.63' @ N40'38'45"W --77. 11' NOTES: 1, ALL PIP£ TO BE' P1/C U.O.N. W/ WA ffR TIGHT JOINTS . i 2. WATER Ti,GHT JOINTS AT AL~ POINTS OF CONNECTION TO EXISTING STORM DRAIN STRUCTURE;, 1 I \ • _\ I I : l i ' ·-l CONSTRUCTION NOTES, (D FLOW IHROUGH PLANTER PER DETAIL £/C-4.2 & TABLE THIS SHEET @ rr TYPE G CURB AND GUTTER PER DETAIL F/C-4.1 Q) 12"xl2" CATCH BASIN PER DEJA/L A/C-4.2 © IB"x/8" CATCH BASIN PER 01:TAJL A/C-4.2 @ 24ux;?4" CATCH BASIN PER DETAIL A/C-4.2 _@ TYPE G-1 GATCH BASIN PER. RSO 0-8 (j) TYPt G-2 CATCH BASIN PER RSD D-8 ® _ TYPE A4 CLEAN OUT PER RSD D-9 , ® riPE F CATCH BASIN PER RSD D-7 ~ @) 4 INCH PERFORATED SLJBDRAIN PER P£R DETAIL H/C-4.2 @ CONCRETE CROSS GUTTER PER RSO G-12 @ TYPE B BROW DITCH PER RSO D-75 @ f-'ERMEABLE PAVER$ PER DErAfL G/C-4.2 @ FLOW THROUGH PLANTER CATCH BASIN PER DETAIL D/C-4.2 @) FRENCH DRAIN PER DETAIL q/C-4.2 , -@ SUBDRA/N CUTOFF WALL PER DETAIL F/C-4.2 @ SIDEWALK UNDERDRAIN PER RSD D-27 @ STORM DRAIN CLEANOUT PER RSD SC-01. MODIFY LID TO READ "STORM DRAIN;,'. @ 6" CURB PER DETAIL £/C-4.1 @ 6" CURB PE:R RSD G-/. MOD/F/£0 PER DETAIL G/C-4,2 @ CURB TRANSITION P£R DETAIL B/C-4.1 @ TYPE 2 ROCK RIP RAP ENERGY DISS/PA /ER PER SORSD 0-40. NO. 2 : · BACKING ROCK; THICKNESS~ 1. 1'; mom~ 6', LENGTfl~ JD'; EMBED 6" MAX INTO SD/L @ WING HEADWALL PER RSD 0--34 @ 4 INCH PERFORATED SUBORAIN PER PER DETAIL E/C-4.2 @ 4 INCH PERFORATED SUBDRAIN PER PER D£TA/L O/C-4,2 @ RAMP W/ HANDRAILS PER LANDSCAPE ARCHIT~CT PLANS @ EXISTING A-4 CLEANOUT TO REMAIN. ADJUST RIM TO GRADE. @ currrn FLUME P[R DETAIL D/C-4.1 @) TYPE 8 CURB INLET PER RSD 0-2. ® TYP[ A CURB RAMP PER DETAIL A/C-4.1 @ TYPE B C'JRB RAMP PER Of:TAll. A/C-4.1 @ TYPE C CURB RAMP PER DETAIL A/C-4.1 I @ 'WHEEL STOP PER LANDSCAPE ARCHITECT PLANS -. j ® PEDESTRIAN CONCRETE PAVING PER lANOSCAPE ARCHITECTS PLANS. 4" THICK MJJJ PCC W/ NO. J REBAR 18" O.C., DOWEL TO ADJACENT CURB OR BUILDING. 1.7% MAX CROSS SLOPE U.0.N. hM 4 INCH PERFORATED STABILITY FILL SUBORAIN WITH CHIMINE:Y DRAIN PANELS 20 '0 FEET ON CENTER PER DETAIL O/C-4.3 @ GUARDRAIL PER DETAILS ON SHEET C-4,4 ® SPORTS FIELDS /MPROV£MENTS PER LANDSCAPE ARCHITECT FIELD PLANS, ELEVATIONS SHOWN DEPICT FINAL TURF/DG/SURFACE ELEVATIONS @) Sff PAVING PLAN ON SHEET C-3.0 FOR PAVEMENT TYPE @ TOP OF s{bPE: BERM PER UETAIL K/C-4. I '41' EX. a~ CANYON SU8DRAIN TO REMAIN UNLESS 07H£RW/S£ NOTED. SE£ OEMoUT/oN \'.!J.I PLAN ON SH££T C-I.I . @ ACCESSIBLE PARKING STALLS. SE£ ARCHITECT PLANS FOR 5/GNAG£ & STRIPINQ D£TAILS SH£ET AOI.J @ SIGNAGE AND STRIPING PER LANDSCAPE ARCf-li_TECT f--'LAN @ O" CURB PCR MOO/F/£0 RSD G-1 (FLUSH) @ VALLEY GUTTER PER DEATIL C/C-4.1 @ $WALE PER TYPICAL SECnoN J/C-4.1 @ TOP OF SLOPE SWALE W/ BERh! PER TYPICAL SECTION l/C-4.1 @ SEAT WALL PER LANSCAPE ARCH/ TECT PLAN . @ TRASH ENCLOSURE PER LANDSCAPE ARCHITECT PLAN AND CITY STANDARd d's':..r~ ,,;;:,,,· EXISTING CONCRETE BROW DITCH TO REMAIN. PROTECT IN PL.AC[. REPAIR A$ ~ NEEDED & REMOVE \1£G£TAT/ON IN DITCH (@ SPLASH WAll PER RSD C-9, TYPE C. H=JO", Lc:::10'. INSTALL WITH 18" EXPQ$f;o FAC£ ABOVE TOP OF SROW 0/TCH. @) PERVIOUS CONCRETE PER DETAIL H/C-4.2 @) DECOMPOSED GRANITE W/ 2% MAX CROSS SLOPE. Sff LANDSCAPE ARCHITECT ·fJ{::L_O . PLAN FOR TYPICAL SECTION & PRECISE EI.EVATI'JN @) STABIUTY FILL PER TYPICAL SECTION A/C-4.J @) STABILJTY FILL PER TYPICAL SECTION B/C-4.J @) STABIUTY FILL PER TYPICAL SECTION C/C-4.J @ FENCE PER LANDSCAPf ARCHITECT PLAN @ TREE GRATE PER LANDSCAPE ARCHITECT PLAN. DETAIL J/L-3.4 @) AGCESSl~Lf O" CURB & GUTTER PER GUTTER DETAIL A/C-4.1 @) STEEL GA TE PER LANDSCAPf ARCHITECT PLANS @ TYPE 85 CLEAN OUT PER RSD D-10 @ INDICATES EXISTING EASEMENT. SEE SHEET C-1.1 FOR EASEMENT REFERENCES BUil T" 4(1.1{(~ DATE £'--~6 DATE l-------+--+-----------+--+----+---+------<I SH5EET I CITY OF CARLSBAD ~. ENGINEERING DEPARTMENT Lru l---t----+-----------------1---+----1----+---I :C:G:;;R:::A:;;D:;;!N;::G,:c::&=.IM:;;P:;;R:::O:;:VE;::::M:;;E:::N:;;T:;P:::LAN:;:;::::S====="==::;:::;=: DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION OESCRIPTION OTHER APPROVAL CITY APPROVAL LA COSTA VALLEY MIDDLE SCHOOL SITE DEVELOPMENT GRADING AND STORM DRAIN PLAN OWN BY: csw CHKD BY: _\We::_ RVWD BY: PROJECT NO. PD 14-01 DRAWING NO. 481-?A ...I I-0 zu 0 1--o-:Cz <t: -a::: Uw CJ ZI-o" :::::, (/) (/) :iE <t: m ->-CL lf) oc __J wo a'. <t: I-...I ...I ...I CJ -o ,{ ...I w z :::::, 0 <(> 0 __J ffi :c UJ >w u a'. -u <(C <t: CCI) m 1-w UJ __J z :c (/) I-__J <t: <( (.!) o-u u (/) (/) -:c <( ...I <;>xl-0FESS1~~ &;0 ~Rl,/s; " /41~ flb !!] If? " 8 w G) i::1 i No. RGE 36083 :: EXP. 6-30---16 ,)' ~ '-0;-, C/v\\ R--+ (' OP Cf\U~G ~ .. /DENT/FICAT/ON STAMP DIV/S1ON OF THE STATE ARCHITECT OFFICE OF REGULA T/ON SERVICES A# AC FLS ss DATE REVISIONS DESCRIPTION DATE I I , \ \ \ ;\ /\ D. SHEET TITLE GRADING AND STORM DRAIN PLAN SHEET NUMBER JOB NO. 2013-40117 C-2.2 DATE 1-14-2014 SO:::Al.E THIS OOCUMEtJT COfffAJNS !NFOR.MAT/ON PROPRllHARY (CJ M'✓E INS 1/TUfJCNAL, INC. AJ/0 IS F(JRl'MHED IN Cot/Fl!)Ei•i,;;;E FOR TIIE LJMmw PURPOSE OF EVAUJA T/ON. B/00/NG OR Rl;Y/EW. THIS DOCUMENT UR /TS CONTENTS MA r NOT ae USED FOR AM'r OTHER PURPOSE ANO WI 't NO r BE Rf!f'ROUUC/J.D OR 0/SCLOSED TO O(Hl=RS ~ll1HOUT TliE PR/OR Wlll'fTEN r;aNSl:.Nf Of< MVE /Ni.!TITUT/ONAI., INC. All fllGHTS RE.SERVff), ~ COPYRIGHT ~"Q~, ~,I! • • FUSCOE --h .... ...: E N G I N E E R I N G 6390 Greenwich Drive, Suite 170 San Diego, California 92122 tel 858.554.1500 ° fax 858.597.0335 www.fuscoe.com ' ,j I I ~ 'I I ~ 0 I N -'q' I -~ ~ ~ ~ I-n 0 w I ":, mo (/) i! □ 0 '.;I E5 C ~ I m ll " ~ l! ~ en u ·~ " . w J !z ~ zITT :c d-C~ U'I Q !~T u ~ :i;ig 0 . ..,. Pm <( , .... ,S i S?" I " a: 'IN d it:iz (/) . -I z m U'I • u, C ) f ~ I I tl D ~ 2 [j) 2 C s: Ill m D Cl D i 2 G'l 2 C s: ID m D ~-. __ _,,.,, C :5j G>§ ~2 COG'l ...1,2 ·C I s: """ IJJ )>~ I r--.··-----·····' +-· ! \, : ,LI, /~'' a d z: i '.~ oc u w m ' u: w· oc , Q j) *· ;; 'ii ,, r, ;; ('.i, / ~ ! z ' ~i ,,. 0 oc r Q " I": ~-~i ~ Q• tr w ~ z. ? ~ u' 'z' ~I 0 0 I u ~ "J' 0' 1_g ~ ~ ~j ~ ~ mi 0 u ~ J 8i I ~-0 3- "' " I Q!, '<O ! N' ,/ 'I" '.~: -~ i~ ? ;; ii't/< "' . N\' f, !Q: ~, 'Oi N '-,, ~- -Tu -10 ,o 30 60 90 ~.,,_. --1~ __ 1-. ---41 GRAPH1c scAcE rN FEET Nl " 00 STORM DRAIN DATA NO. DELTA/BRG RADIUS LENGTH REMARKS @I Nl7°50'42"W --247. 73' 12'' PVC@ 1.0% (54 N72'09'18"E --207.00' 12" PVC@ 1.0% @ N65'20'39"£ --123.41' 1L" PVC@ 1.4% 56 N27' 14' 16 "W --51.89' 18" PVC@ 8.8% 57 N18°35'04"£ --67.70' 12" PVC@ 2.0% @ N41"53'37"W --111.93' 12" PI/C@ 2.0% 59 N82°04 '32"W --'92.80' 18"PVC@2.0% 60 N89°46'13"E --38.05' 18" PVC@ 2.0% 61 N77°50'01"W --108. 94' 18" PVC@ 1.1% @I Nl9'04'11"E --250.35' 12" PVC @ 1 .'4% (53 N18°59'48"£ --112.73' 12" PVC@ 1.5% ~ N14°06'01"£ --48.08' 18" PVC@ 16.8% NOTES: 1. AI_L PiPE ro BE PVC U.O.N. w/ WATER TIGHT JOIN(S' Z. WArER TIGHT.,JOINTS AT ALL POINTS OF CONt/ECTION TO EXISnNG STORM DRAIN STRUCTURES I SEE SHEET C-2.4 FOR CONTINUATION FLOW THROUGH PLANTER DATA BASIN DMA TREATMENT ORIFICE AREA (SF) DINAETER ( IN) 1W IW 2,342 3" NOTES: 1. -Sff 5(0RM WATER MANAGEMENT PLAN FOR SIZING CALCULATIONS _CENTERLINE DATA NO. OELTA/BRG RADIUS LENGTH REMARKS 1(6 N71"J5'40"E --55,J0' " " 7 f:,,,, 09'05'10" 488.00' 77.]9' " . 1<8 N62'JO'JO"E --445.60' " " NOTES: /, SEE SHEET C-2.9 FOR PROFILE & CURB ELEVATIONS ., , I -c\j 6 lli ~ ti:] ('f,j CONSTRUCT/ON NOTES, (D FLOW THROUGH PLANTF:R PER DUA!L E/C-4.2 & TABLE THIS SHEET (D 6" ~YPE G CURB AND· GUTTER PER DETAIL F/C-4,/ G) 1.rx12" GATCH BASIN PER DETAIL A/C-4.2 (D I8"x18" CATCH 8AS/N PER DETAIL A/C-4.2 ® 24"x24" CATCH BASIN PER DETAIL A/C-4.2 @ TYPE G-i CATCH BASIN PER RSD 0-8 (J) TYPE G-2 CATCH BASIN PER RSO 0-8 @ !YPE: A4 CLEANOUT.P£R RSD 0-9 ®. TYPE F CATCH BASIN PER RSD D-7 @) 4 :INCH ~ERFORATED SUBDRAIN PER PER DETAIL H/C-4.2 @ CONCRETE GROSS GUTTER PER RSD G-12 @ rYPE B BROW DITCH PER RSD D-75 .@ PERMEABLE PAVERS PER OE.TAIL G/C-4.2 @ FLOW THROUGH PLANTER CATCH BASIN PER DETAIL D/C-4.2 @) FRENCH DRAIN PER DETAIL 'C/C-4.2 ,~ ' 'I ~ . ', j, , ~ . ® SUBORAIN curorr W.<\L[ PU~ DHNL F/C-4.2 ) ,f · @ SIDEWALK UNOERORAIN PER RSO D-27 1 @'j s'roRM DRAIN CLEANOUT PER RSD SC-01, MODIFY LID TO READ ~STORM DR11~" ! @ 6" CURB PER DETAIL E/C-4.1 ® 6" CURB PER RSO G-1. MODIFIED PER DETAIL G/C-4.2 @ CURB ffiANSITION PER DETAIL B/C-4.1 @ TYPE 2 ROCK RIP RAP ENERGY DISSIPATER PER SORSD 0-40. NO. 2 BACKING ROCK; THICKNESS~ 1.1'; ~DTH~ 6', LENGTH~ JO; fMBED 6" MAX INTO SOIL @ WING /-IEAOWALL PER RSD D-J4 @ 4 !NCH PERFORATED SUBDRA/N PER PER DETAIL E/C-4.2 @ 4 !NCI--/ PERFORMED SUBDRAIN PER PER DETAIL G/C-4.2 @ 'RAMP W/ HANDRAILS PER LANDSCAPE ARCHITECT PLANS @ EXISTING A-4 ~LEANOUT TO REMAJN. ADJUST RIM TO GRADE. @ GUTTER FLUME PER DETAIL D/C-4.1 @ TYPE B CURB INLET PER RSD 0-2. @) TYPE A CURB RAMP PER 0£TAIL A/C-4.1 @ TYPE B CURB RAMP PER DETAIL A/C-4.1 @ TYPE C CURB RAMP PER DETAIL A/C-4.1 @ WHEEL STOP PER LANDSCAPE ARCHITECT PLANS ® PEDESffifAN. CONCRETE" PAVING PER LANDSCAPE: ARCH/ffCTS PLANS, 4" Ti-/iCK· MJN PCC W/ NO. J REBAR 18" O.C., DOWEL TO ADJACENT CURB OR BUILDING. UX MAX CROSS SLOPE U.O.N. @ 4 INCH PERFORATED STABIUTY FILL SUBORAIN WITH CHJMINEY DRAIN PANELS 20 FEET ON CENTER PER OErA/L o/c-4 . .3 @ GUARDRAIL PER DETAILS ON SHEET C-4.4 ® SPORTS FIELDS IMPRDVE.MENTS PER LANDSCAPE ARCHITECT FIEL,O PLAt/S. ELEVA T/ONS SHOWN DEPiCT FINAL TURF/DG/SURFACE ELEVATIONS @ Sff PAVING PLAN ON SHEET C-3.0 FOR PAVEMENT TYP£ @ TOP OF SLOPE BERM PER DETAIL K/C-4,1 . i . . I-·' ,. fA1'I EX. 8" CANYON SUBORAIN TO REMAJN UNlESS OTHERWISE NOTED. SEE DfMOL.iT/01:J , ~ PLAN ON SHEET C-1.1 . @ ACCESSIBLE PARKING STALLS, S£E ARCHITECT PLANS FOR S/GNAGE & STRIPING DETAILS SHEET AO!.J @ SIGNAG£ AND STRIPING PER LANDSCAPE ARCHITECT PLAN @ o" CURB PER MODIFIED RSD G-1 (FLUSH} . @) VALLEY GUTTER PER DEA TIL G/C-4.1 @ SWALE PER TYPICAL SECTION J/C-4.1 @) TOP OF SLOPE SWALE W/ BERM PER TYPIG'AL SECTION L/C-4.1 @ SEAT WALL PER LANSCAPf ARCHITECT PLAN . . I @) TRASH ENCLOSURE PER LANDSCAPE: ARCHITE"CT PLAN ANO CITY STANDARD QS-1~ ~ EX!S1JNG 1CONCRET£ BROW DITCH TO REMAIN, PROJECT IN PLACE. REPAIR AS ½!9 NEEDED & REMOVE VEGETATION IN DITCH ·@) SPLASH WALL PER /?SD G-9, TYPf C. H=JO", L=/0'. INSTALL WITH 18" EXPo$t() FAG£ ABO\!£ TOP OF BROW DITCH. ® P£RVIOUS CONCRETE PER DETAIL H/C-4.2 @) DECOMPOSED GRANITE W/ 2% MAX CROSS SLOPE, SEE LANDSCAPE ARCHIT£i:f Flf:LD PLAN FOR TYPICAL SECTION & PRECISE ELEVATION @) STABILITY FILL PfR TYPICAL S~CTTON A/C-4.J @) STABILITY FILL PfR TYPICAL SECTION 8/C-4.J @) STABILITY FILL PER TYPICAL SECTION C/C-4.J , @) FENCE PER LANDSCAPE ARCHITECT PLAN @ TRff GRAT£ PER LANDSCAPf ARCHITECT PLAN, DETAIL J/L-3.4 @) ACC[SSIBL£ O" CURB & GUTTER PER GUTTER DETAIL A/C-4. 1 @) STEEL GA TE PER LANDSCAPE ARCHITECT PLANS @) TYPf B5 CLEANOU T PER RSD 0-10 @ INDICATES EXISTING [AS[MENT. SEf SHE£T C-/.1 FOR EASEMENT REFERENCES BUILT" I l · 1{zt{(fu .DATE DATE: l---l---l-----------+-----+--+-~+----1 I SH6EET I CITY OF CARLSBAD ~ ENGlflEERING DEPARTMENT ~ ~G;;R;;A;D;IN;:G;,.'.::&::::;IM;;P;::R;::O;VE:;:;M;;E;;N,;T~PLAN,::;;;S;=====:'..':::==~ LA COSTA VALLEY MIDDLE SCHOOL SITE DEVELOPMENT GRADING AND STORM DRAIN PLAN ---- I ' ...J I-0 :zu 01-o-:X::z <( -et:: Uw () :ZI-o ::::, (I) (I) :: ;ii ->-a. lf) oc _J wo a: c'i I-...J ...J ...J -o ...J w <>:" ::::, 0 z <(> 0 _J IB :c w >w () a: .... u <( C ;ii Ccn I-w ::J :z ::J: (I) ._ _J <( < (!) o-() u"' ' (I) -::J: <( ...J CJ i 2 Gl 2 C s: Ill m ' lJ <{?_ofESS~ . 0t;R 0< & . /,/i9, fjj~ ~ 0 ~ 0 :Z ff) wW G)rci * No. RCE 36063 ; EXP. 6-30-\6 ,s,".f'r, Civl\ R-~'%' (' OF cP.\JO /DENT/FICA TION STAMP DIVISION OF THE STATE ARCHITECT OFFICE OF REGULA T/ON SERVICES A# AC FLS ss DATJ;c REVISIONS DESCRIPTION DATE □ lJ § • 2 Gl 2 C s: SHEET TITLE Ill m lJ GRADING AND STORM DRAIN PLAN --------SHEET NUMBER J06 NO, 2013·40117 C-2.3 DATE 1-14-2014 SCALI: I Tl/IS OQC(.JMEI/T COr>iTAINS INFORMAT/011 PF/.OPR/f:.TARY TO MVE /l'{S f/TUT/0/'JAL, IN~ ANO fSFURNISHff! IN CONF/OEN~'fi. FOR m,; (.IMITIW PURPOS!; OF EVAWAT/01/. fJ/00/NG ORRE.VIEW. TH/SDOCUMENrOflrr~ CONTt;N'fi; MAY NOT SE rJS/:0 FOR ANY OT/IER f'l)f/1'0$1: ANO MA'( NOT l'!E REPRQDIJCEO OR DISCLOSED TO OTHERS WITHOUT TI/E PRIOR WRITTEN CONSf.1/T OF MW!. INS fl WT/ONA(., INC.. All RIGHTS RESERVED, (I COPYPJGHT 2008, "q' I ,r-I 0 N ~,11 • • FUSCOE --h .... -= E N G I N E E R I N G 6390 Greenwich Drive, Suite 170 San Diego, Californici 92122 tel 858.554.1500 ° fax 858.597.0335 www.fuscoe.com ~ I -""' ""' I . m I-w f J;> ~ I n O:J (I) 0 -~ ~ :11 ll ~ mo 0, ii oo (.) JC C en 0 iii f~ ~ w "'::r1 en .... , I~ . 0 ~ ::J: Ni . " ...., (.) Cir • ;a :'1 z 00z ' .. r, ~ N <( ' !ii~• I CJ1 ...a.c ) 3 Rio ~ ~! ""[] I s: (I) Iii m .m ....... Ill r,1:;;:, C I i:" l>;g z rn w "I p @) 6" CURB P[R RSD C-1. MODIFl[D PfR D[TAIL C/C-4,2 @ CURB TRANS/1JON P[R OE;TA!L EJ/G-4.1 @ TYPE ,'ROCK RIP RAP ENERGY OISSJPAT£R PER $ORSO 0-40, NO. 2 BACKING ROCK; THICKNESS= I.I'; YnOTH= 6', LENGTH= 10'; EM8£0 6' MAX INTO SOIL @ WING HE:AOWALL PER RSO O-J4 @ 4 INCH PERFORA1£0 SUBORAJN PER PER D[TAIL E/C-4,2 @ 4 INCH PERFORATED SUBDRAIN PER PER DE:rAIL G/C-4.2 @ RAMP W/ HANDRAILS PER LANO$CAP£' Ai?CH!TtCT PLANS @ [XfSTING A-4 CL[ANOUT TO REMAIN. ADJUST RIM ro GRAD£. @) GUT1£R FLUME PER DETAIL D/C-4,/ @ lYP£ 8 Cl/R8 INLET PER RSO D-2, @) TYP£ A CURB RAMP PER D£TAIL A/C-4, I @ TYP£ 8 CURB RAMP PER DETAIL A/C-4.1 @ TYP£ C CURB RAMP P€R DETAIL A/C-4.1 @ WHEEL STOP PER LANDS~PE ,,;RCHirrcr PLANS @) STEE:L GATE PER LANDSCAPE ARCHl!ECT PLANS @ TYPE 85 C1EANOUT PtR RSD 0-10 @ INDICA!ES EXfSTING EASEMENT Sff SHEET C-LI FOR EASEMENT REFERENCES • STORM DRAIN DATA NO, DELTA/BRG RADIUS LENGTH REMARKS @ N12"J9 '57'W --72,32' 6" PVC@l.5% 151' NOfQ02'24"W --72,96' 6" PVC fJ 1.0% (@ N26e37'3D",W --156,JB' 8" PVC@ 1.0% J1 N18'J5'04"E --67.10' 12" PVC @ 2.0% 5~ N4/"5J'J7"W --111.95' 12" PVC@ 2.0% @ N6J'26'25"W ·-79,54' 6" PVC@ 2,3% /791 N1J"54' 16"E --64.80' 6" PVC@ 2.0% @ NJ7~16 122"W --23,85' 8" PVC@ 16,8% @ N07"4J'J8"£ --20.78' 8" PVC@ 16,8%' la~ N52"4J'J8"£ --9, 68' 8" PVC@ 16,8% @ N72"4B'JJ1'E --98,77' 4" STABIUTY FILL 84 N50" 18 '.J3"£ --28,42' 5UBORA/N PER 85 ND5" 18 '33'( J9,JJ' DETAIL O/C-4,J -- 86 N17"11'27"W --147,01' 8 ll-.56~17,J0" 44,50'(3 V 43, 72' (PUBLIC) 36~ RCP 88 N87"31 '28"E' --21. 71' @ 6.0% (1350-D) NOTES: 1. ALL PIP£ TO BE PVC U,O,N, W/ WATER TIGHT JOIN!$ 2. W~!f.~ TJCHT JOINTS AT ALL POINTS OF CONN£C110N TO EXISTING STORM ''RA s @, . ' J. R orUs ~1H BFJ u:NGffls~· tff L BOTH £MS. 1:::::::::=::~ I·-< ----"-· '" ::" --" ' ' ,,_ -,,,___ -----,:~.:=:.~ ,--~"""~ " •,, . -V---V--~'v"-~~~ 'EV-2 EARTHWORK QUANTITIES R > kl CUT; 0 er FILL: 2000 CY IMPORT: 2000 er O/ib DATE R£ME0IAL: 0 er 90 GRAPHIC SCALE IN FEET > -5'-U DATE ----+-----------1--+----l---L---, I SH7EET I CITY OF CARLSBAD ~ :,;~~,::;::;:;;;;E;;N;;:Gl';N;;EE;;R;;IN;;G::;;D:;EP;;A;:R=™=E=N=T===-'=UU=::::5:::::::; GRADING & IMPROVEMENT PLANS oq I~ lb Al·&~1sf 08 24 15 STORM DRAIN & GRADING REVISIONS \\ 05 11' 15 BLDG ADDED & REVISED GRADING DATE DATE INITIAL ENGINEER OF 'NORI< REVISION DESCRIPnON Onlffi AP-PROVAl ~IL Of.TE INlllAL CITY APPROVAL LA COSTA VALLEY MIDDLE SCHOOL SITE DEVELOPMENT GRADING AND STORM DRAIN PLAN ~4 APPROVED; JASON S, GELDERT ENGINEERING MANAGER RCE 63912 EJ<PIRES 9 30 14 DA 1( OWN BY: csw PROJECT NO, I DRAWING NO, CHKD SY: __ PD t4-0/ 48/ 7,'• RVWD BY: -"' ..J 1--0 zo 0 1--o-:Cz ~ -a:: z 1--Ow ;ii" ::> (I) (I) :iii "' ->-a.. rn oc wo a! 1--..J <( ..J ..J '-' -o ..J w <{ =>o z ~Gj g (!) :c w '-' ~() ct: Q :i: C (I) Ill 1--w ~ Z:c Cl) 1--..J ~ <e> o-en-()(I) :c :5 IDENTIFICATION STAMP DIVISION OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES A# AC __ FLS __ ss --- DATE ________ _ REVISIONS DESCRIPTION DATE 1 BLDG ADDED & REVlstD GRADING 5 11 15 SHEET TITLE GRADING AND STORM DRAIN PLAN SHEET NUMBER C-2.4 CAli 1-'14·2014 5CAL!l ]Ii~ FUSCOE I N t I N I I I I N 0 6390 Greenwich Drive, Suite 170 Son Diego, Colifornio 92122 tel 858,554.1500 • fox 858,597,0335 www.fv.scoe.com ' 0 :.0 ~ 2 Gl z C s: CD m :.0 ----~ l48.8J TG 6 14 148.00 FG 1#.67 IE.IN (£) 1#.42 Uc WT (W) L=-10' I ~. 144.67 _/£ 18 L@ /::~ " 84SNE &I --<>/< ·J---\--\--::_--~~ 148.0 FG .,.-/·:::··:.;~:=-;:;:,-;;,- "\ .,-f-< ,,,--✓ DETAIL A SCALE: 1h=1O' 1J() FS .J0,85 f-l 19 SCALE: 1"=10' ' ' ' I I I I I I : I II , i l /)/; I T I \ I, I J j I I I f=--~ ----=~ I ~ 161.46 TC I I s--ED s • PERAm.llAR MANUFACTURER 161.02 1C \ 161.85 FG REMO~ & RE-CWP. 19 1§9.95 FS ~ I 66 161.85 FG I \ I ' BUJUJ/NG PAD PER GE07W-/N/CAL RfCCMMENDA'llCWS 160.10 TC --F-17. --w--~ -_----:c-..._...a - 19 160 DETAIL D SCALE: 1"=10' 19 _...---c-.- r6TA~ re __,/_,,,,;.--',,--- . o,6& I ' . :· .L~ 1~ DETAIL B SCALE: 1~=10' 6/ ,i'=='=~="'?"=~e. 2:b% 160.72.TC 'GB '_./ ~/ .W. 6' 19 161. 1 1.35 FS STORM DRAIN DATA ND. DELTA/BRG LENGTH REMARKS 13 N14°33'10"W 38. 12' 24" PVC@ 33.8% 14 N84°1J'J5"£ 14.82' 12" PVC_@ 1.0% 16 NB.J~46 '36"W 258.00' 18" PVC@ 1.4% 19 N25'40'14"W 75.03' 24" PVC@ 4.8% 59 NB2'04'32"W 92.80' 18" PVC@2.0%- 60 NB9°46' 13"£ 38,05' 18" PVC @2.0% 61 N7rsa'o1"w 108.94' 18" PVC@ 1.1% 65 N67' 30 '30 "£ 106. 14' 8" PVC@ 1.0% NOTES: 1. ALL PIPE TO BE PVC U.O.N. W/ WATER TIGHT JOINTS 2. WA 1ER TIGHT JOINTS AT ALL POINTS OF CONNECTION TO EX/SllNG STORM DRAIN STRUCTURES FLOW THROUGH PLANTER DATA TREATMENT ORIFICE BASIN DMA AREA (SF) DIAMETER (IN) 4£ 4£ 1,611 ( 2.0··\ NOTES. /1\ 1. Sff STORM WATER MANAGEMENT PLAN FOR SIZING CALCULATIONS CONSTRUCTION NOTES: f1\ FLOW T,_HROUGH PLANTER PER DETAIL E/C-4.2 & TABLE THIS \V SHEET (I} 6" TYPE G CURB ANQ GUTTER PER DETAIL F /C-4.1 G) 12ux12" CATCH BASIN PER DETAIL A/C-4.2 © 18"x18" CATCH BASIN PER DETAIL A/C-4.2 ® 24"x24~ CATCH BASJN PER DETAIL A/C-4.2 ® TYPE G-1 CATCH BASIN PER RSV D-8 (j) TYPE G-2 CATCH BASIN PER RSV D-B @ TYPE A4 ct.EANOUT PER RSV 0-9 ® TYPE F CATCH BASIN PER RSD 0-7 @ 4 INCH PERFORATED SIJBDRAIN PER PER DETAIL H/C-4.2 @ CONCRETE CROSS GUTTER PER RSD G-12 @ TYPE 8 BROW DITCH PER RSD D-75 @ PERMEABLE PAVERS PER DETAIL G/C--4.2 @ now THROUGH PLANTER CATCH BASIN PER DETAIL D/C-4.2 @ FRENCH DRAIN PtR DETAIL C/C-4.2 @ SUBORA/N CUTOFF WALL P£R DF:TAIL F /C-4.2 @ SIDEWALK UNDtRD~AIN PER RSD D-27 @B STORM DRAIN CLEANOUT Pffi RSD SC-01, MODIFY LID TO READ "STORM ORA/NH @) 6" CURB PER DETAIL £/C-4.1 @ 6" CURB PER RSD G-1. MODIFIED PER DETAIL G/C-4.2 @ CURB TRANSITION PER DETAIL BjC-4.1 f,,,,\ TYPE 2 ROCK RIP RAP ENERGY DISSIPATER PER SDRSD D-40. \t!;I NO. 2 BACKING ROCK; THICKNESS= 1.1'; WTDTH= 6', LENGTH= 10'; EMBED 6# MAX INTO S01.L @ WING HEADWALL PER R5D D-J4 @ 4 INCH PERFORMED SUBDRAIN PER PER DETAIL E/C-4.2 @ 4 fNCH PERFORATED SUBDRAIN PER PER DETAIL G/'.J-4.2 @ RAMP W/ HANDRAILS PER LANDSCAPE ARCHITECT PLANS @ EXISnNG A-4 CLEANOUT TO REMAIN. ADJUST RIM TO GRADE. @ GUTTER FLUME PER DETAIL D/C-4.1 @ TYPE 8 CURB INLET PER RSD D-2. ® TYPE A CURB RAMP PER DETAIL A/C-4.1 @ TYPE B CURB RAMP PER DETAIL-'A/C-4.1 ® TYPE C CURB RAMP PER D£TAiL A/C-4.1 Q}) WHEEL STOP PF:R LANDSCAPE ARCH/~CT PLANS ® PEDESTRIAN CONCRETE PAVING PER LANDSCAPE ARCHITECTS PLANS, 4" 1HICK MIN PCC W/ NO, J REBAR 1B~ O.C., DOWEL TO _ ADJACENT CURB OR BUILDING, 1.77. MAX CROSS SLOPE U,O.N. r:ict 4 INCH PERFORATED STABILITY FILL SUBDRAIN WITH CHIM/NEY 1.-!:!J DRAIN PANELS 20 FEET ON CENTER PER DETAIL D/C-4.3 ® GUARDRAIL PER DETAILS ON SHEET C-4.4 ® SPORTS F}ELDS IMPROVEMENTS PER LANDSCAPE ARCHITECT FIELD PLANS. EI..EVAllONS SHOWN DEPICT FINAL TURF/DC/SURFACE fLEVATIONS @ Sff PAVING PLAN ON SHEET C-J.O FOR PAVEMENT TYPE @ TOP OF SLOPE BERM PER DETAIL K/C-4.1 !Ai\ EX. B" CANYDN SUBORAIN TO REMAIN UNLESS OTHERWfSt N.OTED. \'.!:..'I Sff DEMOlmON PLAN ON SHEET C-1.1 @ ACCE;SS/BlE PARKING STALLS. Sff ARCH/Tf:CT PLANS FOR $/GNAGE &: STRIPING DETAILS SHEET A01.3 @ SIGNAGi: AND SIR/PING PER LANDSCAPE ARCHITECT PLAN @ Oh CURB PER MODIFIED RSD G-1 (FLUSH) @ VALLEY GUTTER PER DEAT!L C/C-4.1 @ SWALE PER TYPICAL SECTION J/C-4, 1 @ TOP OF SLOPE SWALE Wj BERM P[R TYPICAL SECTION L/C-4. i @ SEAT WALL PER LANSCAPE ARCHITECT PLAN tiiN. TRASH fNCLOSURE PER LANDSCAPE ARCHITECT PLAN ANO CITY ~ STANDARD GS-16 I@.. EXISTING CONCRETE BROW DITCH TO REMAIN. PROTECT IN PLACE. ~ REPAIR AS NEEDED & REMO\ir \irGETAnON IN DITCH Id\ SPLASH WALL PER RSD C-9, TYPE C. H=JO", L=10'. INSTALL ~ WITH 18" EXPOSED FACE ABOVE' TOP OF BROW DITCH. @ PERVIOUS CONCRETE PE:R DETAIL H/C-4.2 t2i DECOMPOSED GRANITE W/ 2% MAX CROSS SLOPE. SEE ~ LANDSCAPE ARCHITECT FIELD PLAN FOR TYPICAL S[CT!ON & PRECISE ELEVATION @) STABILITY FILL PER TYPICAL SECTION A/C-4.3 ® STABILITY FILL PER TYPICAL SECTION B/C-4.3 @) STABILITY FILL PER TYPICAL S£CTION C/C-4.J @) FENCE PER LANDSCAPE ARCHITECT PLAN @ TREE: GRATE-PER LANDSCAPE ARCHITECT PLAN. DETAIL J/L-3.4 @ ACCESSIBLE O" CURB & GUTTER PER GUTTER DETAIL A/C-4. 7 @ S7ITL GATE PER LANDSCAPE ARCHITECT PLANS @ TYPE: B5 CLEANOUT PER RSD D-10 @) ZERO CURB RAMP PER LANDSCAPE ARCH/TtCT DETAIL D/L-1.8 @ /NDJCAlfS EXISTING EASEMENT. SEE SHEET C-1.1 FOR EASEMENT REFERENCES "AS U IL T" RCE 1/,093 f(2.r{(~ DATE S-.S-/£. DATE l-_--i---.____..ji-----'-----------/--➔-+--t--------il sH8EET I CITY OF ARLSBAD fsRIDsl5 ENGINEERING DEPARTMENT ~ ~G;;R;::AD;::;:IN~G,_':;:&=1:;:MP~R:;OVE~M~E;;:N;T:;P~L~AN~S::::::=:::::::=:::::'.c=== 10 5 0 10 ----30 20 ____ __, GRAPHIC SCALE IN FEET LA COSTA VALLEY MIDDLE SCHOOL SITE DEVELOPMENT GRADING AND STORM DRAIN OET AIL IDENTIFICATION STAMP OJV)SION OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES A# AC ___ FLS ___ SS ~-- DATE ________ _ REVISIONS DESCRIPTION DATE BLDG ADDED & REVISED GRADING 5 11 15 SHEET TITLE GRADING AND STORM DRAIN DETAIL C-2.5 SCA.l..E THIS OOGUMf:NT CGNTA!NS !IIFORMA (ION PROPRIE°;IIRY TO MVi, 1NST/TU71D,W,1 INC 4N/J ,s FURNISHED IN C0/'1/PI/JENGE FOR THE 1-,MITED PURPOSE OF _ EVALUATION, BIDDING QRR!iv)EW THIS DOCUMENT OR 17S COIJTENTS MAY .~OT· 8E USED FOR ANY OTHER, PUl'lf'(JSE AND MAY NOT Bi= REPRODUl:'-FD QR D/SCLOSl=J.J TQ OTI/ERS WITHOUT THE PRIOR WRITTEN CONSEflTOF M'IE: /NSTITUriONAL, INC ALL RIGHTSRES/:RVl=LJ,@ Cr.JPYR/GHT 2QW ~,~ FUSCOE I N e I N I I I I N e 6390 Greenwich Drive, Suite 1 70 San Diego, California 92122 tel 858.554.1500 ° fox 858.597.0335 ·www.fuscoe.com -.:t" T"" 0 N ~ T"" T"" 1-w ti) ~ u w :::c u <( ti) C . C ll I 2 Gl 2 C: 11:: m ll I 2 C: i ll I I I I I , 0 I 2 (j) 2 C s: OJ m D 0 I 2 (j) 2 C: s: OJ m D ,11 /// 1,/' CONsmucnoN NOTES, G) ·rww THROUGH Pl.,ANtER PfR OHAI/.. E/C-4,2 &: TA81..£ THIS SHEET (D 6" TYP£ G CU~8 AND GUTT~R Pl;R Of;TAIL F /C-4.1 Q) 12"x-/2" CATCH BASIN PER Df:TAIL A/C·-4.2 (±) 18"x1i. CATCH BASIN PER DETA/i,.. A/C-4.i ® 24"x24" CATCH BAS/N PER DETAIL A/C-4.2 @ TYPE G-1 CATCH BASIN PER RSO D-8 (j) TYP£ G-2 CJ!.TCH"BASIN PER RSV 0-8 ® TYPE A4 CLEANOUT PER RS_D_ D-9 ® TYPE F CATCH BASIN PER RSO D-7 @) 4 INCH PERFORATED .SUBDRAIN PE,,R PER DETAIL H/C-4,2 @ CONCRETE: CROSS GUTTER PER RSD G-12 @ TYPE B BROW DITCH PER RSD D-75 @ PERMEABLE PAVER$ PER DETAIL G/C-4.Z ·@ FLOW THROUGH PLANTER CATCH fJASIN PER DETAIL D/C-4.2 @) FRENCH DkAIN PER DETAIL C/C-4.2 @ suBoRA1N curoFF wALL PER DETAIL F /c-4.2 @ SIDEWALK UNOERDRAIN PER RSD 0-27 @ STORM DRAIN CLEANOUT PER RSD SC-01. MODIFY LID TO R[AD "$TORM DRAIN" @) 6" CfJRB PER DETAIL £/C-4.1 @) 6" CURB PER NSD G-1. MO()IFIE_D PER onAtL G/C-4.2 @ CURB TRANSIT/ON PER DUA/L B/C-4, ! @ TYPE 2 ROCK RIP RAP ENERGY DISSIPATER PER SDRSD 0-40. NO. 2 BACKING ROCK; THICKNESS= /.1'; WIDTH= 6', LENGTH= /0'; EMBED 6" 11AX INTO SOIL ' @ WING HEADWALL PER RSD D-J4 _ @ 4 INCH PERFORA 1£0 SU0DRA1N PER PER DETAIL £/C-4.2 @ 4 INCH PERFVRATED SUBORA!N PER PER DETAIL G/C-4,2 @ RAMP W/ HANDRAILS PER LANOSCAPE ARCHITECT PLANS @ EXISTING A-4 CLEANOUT TO RfMAJN. ADJUST RIM TO GRADE:. @ GUTTER FLUME PER DE:TA/L O/G-4.1 @ TYPE 8 CURB INLET PER RSD 0-Z. ® TYPE A CURB RAMP PER DETAIL A/C-4.1 @ TYPE B CURB RAMP PER DErA/L A/C-4.1 @ TYPE C CURB RAMP PER DE/AIL A/C-4.1 @ WHEEL STOP PER LANDSCAPE ARCHITECT PLANS ® PEDESTRIAN CONCRETE PAVING PER.LANDSCAPE ARCHITECTS PLANS. 4~ THICK MIN PCC W/ NO. J REBAR 18" O.C., DO~L TO ADJACENT CURB OR BUILDING. 1.7% MAX CROSS SLOPE U.O.N. @ 4 INCH PERFORATED STABILITY FILL SUBDRAIN WITH CHIM/NEY DRAIN PANELS 20 -FEET ON CENTER 1-'ER DETAIL D/C-4.J . @ GUARDRAIL PER DETAILS ON SHEET C-4.4 ® SPORTS Fl£WS IMPROVEMENTS Pf;R LANDSCA?E ARC/-l!TECT FIELD PLANS. ELEVA71ONS SHOWN DEPICT FINAL fURF/DG/SURFACE £1,.EVA@NS @) SEE PAVING PLAN ON SHEET C-3.0 FOR PAVEMENT TYPE @) TOP OF SLOP[ BERM PER DHAI!.. K/C-4.1 ~ [X. 8" CANYON SUBORAIN TO Rt;MA/N UNV;SS OTHERWISE NOTED. SEE DEMOLITION ~ PLAN ON SHEET C-1.1 6,,\ ACCESSIBLE PARKING STALLS. srE ARCH/IECT PLANS FOR SIGNAGE & STRIPING "!9 DETAILS' SHEET AOI.J @ S/GNAGE AND STRIPING P£R LANOSCAPE ARCf-1/TECT PLAN @ O" CURB PER MOO/F!EO RSO G-1 (FLUSH) @ VALLEY GU fTER PER DEA T/L C/C-4.1 @ SWALE PER TYPICAL SEC"llON J/C-4.1 @ TOP OF SLOPE SWALE W/ BERJ,( PER TYPICAL SfCTION L/C-4.1 @ SEAT WALL PER LANSCAPE ARCHITECT PLAN @ 7RASH ENCLOSURE PER LANDSCAPE ARCHITECT PLAN AND CITY STANDARD GS-16 WJ\ EXISTING CONCRETE BROW DITCH TO RCMAIN. PROTECT IN PLACE. REf:AIR AS '-:'.!;/ NEEDED & REMOVE Vl;GETATION IN DITCH r;:::,., SPLASH WALL PER RSD C-9, UP[ C. H=J0", L:=:10'. INSTALL "WITH /8" EXPOSED ~ FA%-ABOVE TOP OF BROW D/TC/-1. , _. No1 uio~-r~r,.--.,---.._ __ ... -·-·· , ,,..,,·-. OEC.OMPOSEO GRANITE W/ 2.% MAX CROSS SI.OPE. S.f.£ LANDSCAPE .. A. RCHITECf ) \ FIELQJl&AN FOR "[YP/CAL SECRON & PRECISE [LEVA TTON ~ @) SfA&1u~~E~A~SECT/OltA7C~~}--~-.,,,-"~------· @) STABILITY FILL PER TYPICAL SECTION 8/C-4.J @) STABILITY FILL PER TYPICAL SECTION C/C-4.J @) FE/ICE PER LANDSCAPE ARCHITECT PLAN @) TREE GRATE PER LANDSCAPE ARCIIITECT PLAN. DETAIL J/L-3.4 @) ACCESSIBLE O" CURB & GUTTER PER GUTTER DETAIL A/C-4.1 @) STEEL GATE PER LANDSCAPE ARCHITECT PLANS @) TYPE 85 CLEANOUT PER RSD 0-/0 @ INDICATES EXISTING EASEMENT. SEE SHEET C-1.1 FOR EASEMEl/t. REFERENCES i , . STORM DRAIN DATA DE.LTA/El_RG jlf.DIUS LtNGTH __ .. REMARK$,-,..-,--,-, 1£ NO. ;" [] NB0'06'05"E 7 [1j IF .38"07' /2" \ ,f31 t-tq 0,1q~1J;"E .. 0 N89'2B'24"W @ N46' 14 '32''.W NOTES: --'1.q,.'1,&.'' 4" PERF. PVC@ (i.5% J 45. 50' JO. 27 ' 4" PERF. PV.J} @ 6,;'9;,; ). ---~.\ll'' 4" PVC @·o,'3"/• :· .•. --10.29' 4" PVC@ 0.8% --6. 14' 4" PVC @ 1. 0% --15, 75' 12" PVC@ 1.0% --' 39.30' 12" PVC @ 7.8% --77.46' 12" PVC @ JB. 0% 1, ALL PIPE TO BE PVC U.O.N. W/ WATER TIGHT JOINTS 2. WA1ER TIGHT JOJt-iTS AT ALL POINTS OF CONNE"CnDN TO EXISTING STORM DRAIN STRUCnJRES 10 5 0 10 20 30 ~f.---~1 i----,I GRAPHIC SCALE IN FEET FLOW THROUGH PLANTER DATA BASIN OMA TREATMENT ORIFICE AREA (SF) DIAMETER (IN) 2E 2E. 1,858 2.5" NOTES; 1. SEE STORM WATER MANAGEMENT PLAN FOR SIZING CALCULATIONS BUil T" 4f:1t{L1o DAT\' f+& DATE 1---1---+------~~---l-----+--+----+---I I SH9EET I CITY OF CARLSBAD ~-ENGINEERING DEPARTMENT ~ ::;G;Rc;AD~IN:;G:.."::&:::::;;!M:;;P;::R:;O:;VE;::;:M;E;::N:;;T=P:;;LAN,:;:;:;S,======'..:::==:::; SLOG ADDEO lf< REVISEl> GRADlf\l (;, 1 DATE INITIAL DATE INITIAL . ENGINl;:ER OF WORK REVISION DESCRIPTION , OTHER APPROVAL CITY APPROVAL LA COSTA VALLEY MIDDLE SCHOOL SITE DEVELOPMENT , GRADING AND STORM DRAIN DETAIL '· PROJECT NO. PD 14-01 DRAWING NO. 481-lA ...I ~ 0 zu 0~ o-:c z c'i -~ Uw z.~ ci ::> (/) (/) :E cli .. ->-C. "' oo -' . wo a: ~ ...I ...I ...I c'i <( 50 ...I w z e>O ~~ 0 ..J w w:c 0 a: 0~ <(0 cli ~w w ., .J Z:c ..J I (/) ~ <( <e> o-0 (/) -u<n I {.,. 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REVISIONS DESCRIPTION DATE l en )> ~ " SHEET TITLE GRADING AND t ~ ~ □ JJ ~-□□ § ~r ::..□o 1,m-1 "' ~ U) ~-:;; . 2 ~· !il ll ~ z ~E~ 2 i-~I C II rn D .. gj ~ s • rn. ; 8l ~ DJ rJz m z :0 m ! m D _, p STORM DRAIN -DETAIL I 117•1 '~ ;J ) .. . " I ·1 '!.... : \~ l,; I SHEET NUMBER JOO NO 2013-40117 C-2.6 OATE 1-14-2014 SCALe l · I ffl/S OOCUMENTCON.T,VHS /NfORMAnON PRQPR/fifAR.Y TO MVE INW/1UT/ONAL, INC.• AND IS PUFW!SHEO IN CONFIOEIICE FOR THE UM/TED PURP()SE OF E'fAWATION, 11100/NO Qfl REV/ew. mis OOCUt,11':IIT OR Jr:; CQNTEl'llS MAY NOT BE u.'>EO FOR AIIY OTI-IER PURPOSE ANO MA y NOT /JC REPROOOCED or 0/SCt.QSE:o ro OTHER.$ WITHOUT THE p.-,IQR WRITTEN c,YJNSEN (QF MVE. INSTITUnow.l. INC. Al~ IOOHf:l R~~·EJlWiD. @ COPYRIGIIT2000. I _.... -.:f' . '(""' I 0 N , ~1111 • • FUSCOE • -h11 .. -= E N G. I N E E R I N G 6390 Greenwich Drive1 Suite 170 San Diego, Colifqrnia 92122 tel 858.554.1500 ° fox 858.597.0335 www.fuscoe.com ~ I -'(""' '(""' L~ ~ w I 8 co (/) cl ~ ·u :o tJJ i f,1 O ::EP "Oo u ~ f:l C l 1 !:J ~ G)~ w CD ,n i;,i C/J :c I it~; • ,g 0 1 "?, ,i::i,,'p u i J ~1 z ..... ~ '' ~ 00'2 N lf~f <( ..., Ql I ,C: u, ' ij n, 0 ~-,.. J/ Ji I s: VJ 3 OJ· n:,. Ul <' ...... DJ C I· RI z z )>59 m I m " p j 1-:.\ ' ._c,;,.,:4-e;, :s N' O' ' ' ' ~· 0 ~' 'r 5', ~ ~' u w 3; ~· ;',, " "'' Q1 roJ N' ,'-:I 1 """ 10 10 ,20 GRAPHIC SCALE !N FEET CALLE BARCELO~A I ------- CONSTRUC110N NOTES: G) FLOW THROUGH PLANTER PER Di:TA/L E:/C-4.2 & TABLE: THIS SHffT (D 6" TYP, 0 CURB ANO GUTTfR PER DETAIL F/C-4.1 @ /2"xl2" C,'ATCH BASIN PER DETAIL A/C-4.2 8) /B"x/8" CATCH BASIN PER DETAIL A/C-4,2 @ 24"x24" CATCH !JASIN PER DETAIL A/C-4.2 @ TYPE G-1 CATCH SASIN PER RSO D-8 (?) TYPE G-2 CATCH BASIN PER RSD D-8 © tYPE A4 CLEANour PER RSD 0-9- ® TYFE F CATCH BASIN PER RSO D-7 @) 4 INCH PERFORA TE:D SUBORAIN PER PER DETAIL H/C-4.2 @ CONcRtrE cRoss GUTTER PER RSD G-12 @ {YPE B a·Row DITCH PER R$D D-75 @) PERMEA0LE PAVERS PER OE:TAIL G/C-4.2. @ FLOW THROUGH PLAN°li:R CATO/ 8A5iN Pm DETAIL D/C-4.2 @) FRENCH DRAIN PER DETAIL C/C-4.2 @ SUBDRAIN CUTOFF WALL PER DEJA~/.. F /C-4.2 @ SIDEWALK UNDERDRAIN PER RSD D-27 @) STORM DRAIN Cl.EANOUT PER RSD SC-01. MODIFY LID TO READ "STORM DRAIN" @) 6" CUAB PER DETAIL £/C-4,J @ 6" CURB PER RSD G-1. MODIFIED .PtR DETAIL G/C-4.2 @ Cl)RB TRANSITION P[R DETAIL B/C-4.1 @ TYPE 2 ROCK RIP RAP ENERGY DISSIPATER PER SDRSD D-40, NO. 2 BACKING ROCK; THICKNESS~ 1, 1'; W/OiH-6', LENGTH~ 10'; EMBED 6" MAX INTO SOIL 30 -r"==· \ j t..,;J]·2i•1i .l -67 2.65' .;...----- -r=---~~@ @ WING HEADWA(L PER RSD D-J4 @ 4 /NCH PERFORATED SUBDRA!N PfR PER DETAIL E/C-'4,2 @ 4 INCH PERFORATED SUBORAIN PER PER DUAi/.. G/C-4.2 @) RAMP W/ HANDRAILS PER LANDSCAPE ARCHITECT PLANS @ EXISTING A-4 CLEANOUT TO REMAIN. ADJUST RIM TO GRADE, @) GUTTER FLUME P£R DETAIi.. O/C-4.1 @ TYPE: B CURB INLET PER RSD 0-2. @) TYPE A CURB RAMP PER DETAIL A/C-4,1 @ fYPE B CURB RAMP PfR DETAIL A/C-4.1 @) TYPE C CURB RAMP PER DETAIL A/C-4, 1 @ »1-IEEL STOP PER LANDSCAPE ARCHITECT PLANS ® PEDESTRIAN CONCRETE PAVING PER LANDSCAPE ARC~/ITECTS PLANS. 4" THICK MIN PCC W/ NO. J REBAR 18" O.C., DOWEi.. TO ADJACENT CURB OR BUILDING. 1. 7% MAX CROSS SLOPE U.Q.N. . @ 4 INCH PERFORATED STABILITY FILI.. SUBORAIN WITH CHIM/NEY DRAIN PANELS 20 fff'{ ON CENTER PER DfTt,/L D/C-4.J @ GUARDRAIL P£R DEfAILS ON SHfff C-4.4 ® SPORTS FIELDS IMPROVEMENTS' PER l.ANDS'CAPE: ARCHITECT FIELD PLANS. El.EVAT/ONS SHOWN DEPICT FINAL (URF/DG/SURFACE ELEV4nONS @) SEE PAVING PLAN ON SHEET C-3,0 FOR PAVEMENT TYPE @ TOP OF SLOPE BERM PER D£TA/L K/C-4.1 ® EX. 8" CANYON SUBDRAIN ro REMAIN UNLESS orHfRWISE NOTED, SEE -UEMOL/110N Pl.AN ON SHEE:r C-1.I C,:,,. ACCESSIBLE PARKING STALLS. SEE ARCHITECT Pl.ANS FOR SIGNAGE & STRIPING \'.!$1 DUA/LS SHEET A01.J @ $10NAGE AND STRIP/NC;' P[R LANDSCAPE ARCH/'fECT PLAN @ 0~ CURB PER ·MODIFIED RSO G-1 (FWSH) \ \ DETAIL A $CAL[: lu=/0' @ VALLEY GUTTER PER OEATIL C/C-4.1: @ SWAI..E PER fYPICAL SE:CT/ON J/C-4. i' 131.4fi FS @ TOP OF SLOPE SWALE W/ BERM ff(? TYPICAL S[C'{ION L/C-4.1 @) SEAT !VALL PER LANSCAPc ARCHITECT PLAN @ TRA0SH ENCLOSURE PER LANDSCAPE ARCHITECT PLAN AND CITY STANDARD GS-1(3 ~ £XISTJNG CONCRETE BROW DITCH TO REMAIN. PROTECT JN ,PLAC£. REPAIR AS '-:::!.9 NEEDED & REMOVE VEGETATION JN DITCH @) SPLASH WAI../.. PER RSD C-9, TYPE C. H=JO~, L=10'. INSfALL WITH 18" EXPOSED FACE ABOVE TOP OF BROW 01 rcH. (@ PERWOUS CONCRETE PER DETAIL H/C-4,2 @5 DECOMPOSED GRANITE W/ 2% MAX CROSS SLOPE:. SEE LANDSCAPE ARCHITECT F/E'W PLAN FOR TYPICAL SECTION & PRECISE ELEVATION @) STABILITY FILL PER TYPICAL S[CTION A/C-4,3 @ STABILITY FILL P£R TYPICAL SECTION B/C-4,3 · @) STABILITY FILL PER TYPICAL SECTION C/C-4,3 @) FENC[ PER LANDSCAP£ ARCHIT£CT PLAN @) TRff GRATE PER LANDSCAP£ ARCHIT[CT PLAN, DETAIL J/L-3,4 @ ACCESSIBLE O" CURB & GUTTER PER GUTTER DETAIL A/C-4, 1 @) STEEL GA TE PER LANDSCAPE ARCH/ TECT PLANS @) TYP[ 85 CLEANOUT PER RSO U-10 (j) INDICATES EXIST/NC EAS[MENT. S'[[ SHEET C-1,1 FOR EASEMENT REFERENCES / ···. V / I / \ \ \ •·• i \ STORM DRAIN DATA NO, DELTA/BRG RADIUS LENGTH REMARKS @ N56°28'0t."i: --66,99' J" PVC@ 1.0% Iii] N11"28'01"E --5,07' 3" PVC@ 1.0% NOTES: 1, ,ALL PIPE, TO Bf PVC U.O.N. W/ WATER TIGHT JOINTS 2. WATER nGHF JOINTS AT Al.L POINTS OF CONNECTION TO EXISTING STORM DRAIN STRUCTURES ' -i r),,, ·' 1': I. i ! ' ,, A BUil T" 1fi.ll(~ DATt t; ~-j./,' OATE L 1---+-+----------t---+--f---+------1 fsi=iili70 CITY OF CARLSBAD ~ .. L__R_j · ENGINEERING DERARTMENT L_ru ~G;R:;:A;D;IN;G~&::::;;IM:;:P:=.R;:';O~VE~M:;;E~N;T:::P;;LAN;:::;c.:;;S========'..:::~;:;:;::: DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION LA COSTA VALLEY MIDDLE SCHOOL SITE DEVELOPMENT GRAPING AND STORM ORAIN OETAIL APPROVED: JASON S. GELDE,:RT. ii! 3,7:,,15 ENGi EERING .MANAGER RCE 63912 EXPIRES 9 30 I ' DATE , OWN· BY: csw f-D_A_TE_~IN_IT_IA~L+~P~ATE~~l~NI_TI_A_L-1 1 CHKD BY: J);JL. OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. PD 14-01 DRAWING NO, 481-?A ..J I-0 zu 0 I-o-J: z <( -a:: Uw u ZI-o· ::J CJ) CJ) ~ <( [[l ->-0.. rn QC ..J wo 0: I-..J ..J ..J c'i 50 ..J w ..,:· z (!) 0 ~~ 0 ..J w w ::c u 0: --u <O <( Ocn OJ I-w w ..J Z:z: CJ) I-..J <( <c, o-u CJ) -ucn ,;..-.. -,,~---,-• ii~ ~ •• I Ii' r11 I ~ I I I I I I I I ! I ·' \ii lli~ ··~ ·i~ I ,i ' iii · l i i- I I \!; ~ I n ~ Cl ::0 mo i a 0 □ ~•c 11 ~ q "" :a en l!~ 2 a • "' 0 (j) I :Q z ~ ~ ~ 2 i~T C: ii "Ei ... '.ti -0 s: ffi ,JJ j'T'I ., OJ I 'wl S: ,vz m z ::0 m I en ci }, I I I J: < ..J . Cl ::0 i -2 (j) 2 C: s: OJ . ____ .--m . ::0 ' '?;,..of(SS'/~ ,f,,9 ~R/,/,5; < <l /._v :','\ '6 gg tlii "' ~ * No . RCE 36083 * EX?. 6-30-16 \)' ~-'?:.,7; Civ\l rt:-~ (' OF CP..\..'((O . /DENT/FICA TION STAMP DIVISION OF THE STA TE ARCHITECT OFFICE OF REGULATION SERVICES .j A# AC FLS ss DATE m REVISIONS DESCRIPTION DATE \ \ \ ' SHEET TITLE J> I /l CJ I,] 1. i ', mo '--~ ij DO 3 El C cmS •"m m~ 2 ~ a • "J> (j) ~"z i'~m 2 -=-=~ !~I C: jmD s: ... :a ;¥1 a rn. mo OJ f ~ i m z :a m ~ 0 GRADING AND STORM DRAIN DETAIL -----SHEET NUMBER ~OB t'{Q, 2013-401'!7 C-2.7 DATE 1-14-2014 ~CA-~5 THIS O'Xil.'Mflff CONTAINS INFOfWATJON PRciPRJl,TARY TO MV(c' /t/srrrunoNAl I I INC. MO IS FURfo/lSHfi:f/ /N CONFIOENCfi FOR THE UM/Tf:0 P/JRPOS€ Of EVALU.'1 rrON. 6100/NG OR RE\,'/EW. Ti/IS [/QCUl!/1:NT OR /T,S CONTENTS /,I,\ Y NOr IJE U/ii,O FOR ANY OTHER PURPOSE ANO MAl NOT f}E lfi/JROOUCEO QR DISG'LOSED 70 OTHfllS WITHOUT me PR/QR WRITTEN CONS&n: OF MV~ INST/TUTIONAL. !NC. AU RIGHTSRESERVfiO,@ COPYR/C;HT2<)0(l , -.:f" ,- T"" i ' ~ffli1~ • • FUSCOE --hh., -= I N G I N I E R I N G 6390 Greenwkh Drive, Suite 170 San Diego, Colifomiq 92122 tel 858.554.1500 ° fax 858,597,0335 www.fuscoe.com I 0 'i.,_ I N ~ -I T"" T"" m J> I-~ Co I~~ w :E~ CJ) ... aa ;~c ~ ij il ~ G):E u 0 ma !I~ ~ ,1:1,, 2 w :E "'0 .... ~~z 00 (j) -_· m J: 0 G') !i-~~ ...i.2 u i !:,: O.jlo,. ft )HD I s: -";\l < .... 00 .i m-...... OJ m •s I rn ~ l\l .... PJ Z )>m CJ) ;U, .!..a z m :a C m )> ci 0 t+po ,. ,. ~ § § /l: z ., ~ C ~ ~ i'! ~ 00 "' I ~ l'l z w ~ 0 ~ "-" ~ "' !,- l'l w w I ~ z !,- C ·····-·•---·--•----· ·;·c§ 7 " z ~ ~ 0 0 I 0 ~ ~ 0 C " ► ~ ;-: ~ 0 u :5 N 0 I n 0 ~ ~ I 5 ~ l'l f;l , ii! !,- C> ~ "- ~ N "' " n· 5 ~ n ~ 00 A + OPENINGS PLAN VAR/ts 6~ TO 12• .J' --------------· ----- MANHOLE FRAME AND COYER A 1,....',-r. +--+€ --1---,--L-, TOP OF CL£ANOUT RIM ELEV PER PLAN 00 ~F.e.L _,;E,,LE~VcDPEe,R,_,,PL,!A~N, 1---1-\,,.L=::c=+-x ~ B" SECT/ONA-A DETAIL A -CLEANOUf OPEN/NG NOT TO SCALE . TOTAL NO. OF OPENINGS AS SHOWN ON PLANS SEE RSO DWG 0-09, D-11A, D-118 FDR AODtnONAL NOTES & DETAILS. EXISTING PUBLIC STORM DRAIN PROFILE HORIZONTAL SCALE: 1•=.J0' V[R71CAL SCALE: 1~=J' ---------------- ~·-"i" . , .. t •• f~~ .... , . . ;.___,_:·_.: :+-1---'~t/Q~-- . """i""" ., ..... [ .... f·· ·r· .. ,----~ -~-:t'" 'I''•,_ : .. t:· ---·:::r.::::.::~:·:::·;::::~w.::::: [: . ·' ·····••; ..... , . : ·:: .. :.:I ! f··· ...... , ..... ,,.,f : ..... ! I •. I i··· .. t·· .. , ... . : L S::-5'"-16 DATE f------f----+--------------f--+~-+--+-----II SH"EET. I CITY OF C RLSBAD lsfITTTsl5 ;::::::::::::=',c:=::::;;:;;:E:::N:::Gl:::N:::EE:::R:::IN:::G:;:::DE::P:::A::R::TM::E::N:::T==='-=~==~ t----t----t----~------------+---t----t---r----1 GRADING '& Th!PROVE!d!:Nt PLANS 08 24 15 05 11 15 DATE STORM DRAIN & GRADING REVISIONS BLDG ADDED & REVISED GRADING REVISION DESCRIPTION II p_. \I DA TE INrTlAL DA TE INITI~L omER APPROVAL CITY APPROVAL LA COSTA VALLEY MIDDLE SCHOOL SITE DEVELOPMENT APPROVED: JASON S. GELDERT PROJECT NO. PD 14-0, DATE DRAWING NO. 481-7A 1-z (.) o--tr: Zl-::,cn -oc I-_J :50 (!) 0 w:c -o Cu, z <( J: en S2 :c IDENTIFICATION STAMP DIVISION OF THE STATE ARCHITECT OFFICE OF REGULA TJON SERVICES A# AC __ FLS DATE ___ ss __ _ REVISIONS DESCRIPTION 1 BLDG ADDED & RrnSED GRADING SHEET TITLE STORM DRAIN PROFILE DATE 5 11 15 SHEET NUMBER Joe NO. 2013-40117 C-2.8 DAlE 1-14-2014 SCALE 1"=30' THIS DOCUME,~T CONTAINS INFORMAI/ON PROPRIETARY TO MVE /NSTITUT,'ONAL, /NC. A,~D IS FURNISHED/NCONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT ORITSCONTE/fTS MAY NOT BE US£0 FOR ANY OTI/ER PURPOSE ANO MA'( NOT E!E REPRODUCED OR DISCLOSED TO OTHERS WITh'CUT THE PR,'OR WRITTEN CONSENT OF MVE /NST/TVTJONAL, INC, ALL RIGHTSRES/Yl.VEO, © COPYR/GHT2WB ii. FUSCOE I N 8 I N I I I I N I 6390 Greenwich Drive, Suite 170 'San Diego, California 92122 tel 858.554.1500 ° lax 858.597.0335 WWW.fuscoe,com l I I I I I I ' ~ ~ 0 .... 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'..· ... -i~.··.~ •. 1~i -~ i::::: .. f6§1:§":$:···:· 2;-~-~~-:: .. -~ ---= -· .. -GAU..8··· · ... / .. :~ .f/Nl'.SHEPJJ&W~ .. @ £,, _ .. ;'!':. --~-·.a_:s_~:::ou_.··-A,,,,,•""•-ct·•·~-=••·cc-'-· -_., ,.,-·· .. -... ____ j · ,,,,--· _· --·' ·2J 1 00·.. ··•••••········•·3.••·•Joo•·•.•••.••··.:·•· Of;OO t+po , 1 I PROFILE: MAIN ENTRY HORIZONTAL SCALE: 1 "-=JO' VERTICAL SCALE: 1"=3' PROFILE: MAIN ENTRY HORIZONTAL SCALE: l"=JO' VERTICAL SCALE:: /"=::J' NOTE: CURB ELEVA TJONS SHALL BE CONSJRUCTED PER'. THE PROFILES ABOVE ALONG WITH SUPPLEMENTAL PLAN VIE'W ELEVATIONS SHOWN ON SHEETS C-2.1 THROUGf-1 C-2.7. WHERE PLAN VIEW ELEVATIONS DIFFER FROM PROFILE ELEVATIONS, PLAN VIEW ELEVATIONS SHALL GOVERN. .· /t , ' i ! I I' --! '·- BUil T" 4(2.d{b EXP. ~ 30 I~ DATE f------t--+-------------+--+--+-----+---1~ CITY OF CARLSBAD ~5· L_g_j~="':;:;;:;,.':=;;::;E~N;';G:;:IN;':E'::E";:R'::IN:;:G~D::EP';'A;':R:::T:::M::E:::N:::T===.'uu:::;===: GRADING & IMPROVEMEN'f PLANS ' DATE INITIAL-_ DA1£ IMITIAL E~GINEER OF WORK REVISION DESCRIPTION + OTHER APPROVAL • DATE !N!TIAL C!TY APPROVAL LA COSTA VALLEY MIDDLE SCHOOL SITE DEVELOPMENT OWN BY: csw CHKD BY,_ 'iloi'-- RVWD BY, APPROVED, JASON S. CELDERT PROJECT NO. PD 14-01 3,3, /.f DRAWING NO. 481-7A . . ' ...J I-0 zu 01-o-:::c z cl / ---0::: Uw / ZI-6 => (/) (/) ~ 'if, ->-0. (/) oc _, wo D'. cl I-...J ...J ...J :§, -o ...J w =>o <(> 0 _, IB :c LU >w (,) c.: -u <(0 cl 0 (/) 1-w ":J z :::c V, I--' <,: <( (!) o-(,) -(/) -ucn :::c <( ...J I ~,ofESS!ot11, !Wf~~Ji fl~ (i0 M w w $ 5a ~ No • RCE 36083 * EXP, 6-30-16 ,s,-'.'.:;,1. Civi\ 0q.~.z €" or cA0~ /DENT/FICA TION STAMP DIVISION OF THE STATE ARCHITECT OFFICE OF REGULA T/ON SERVICES A# AC FLS ss DATE REVISIONS DESCRIPTION DATE I\ (\ I I SHEET TITLE MAIN ENTRY PROFILE ............... SHEET NUMBER ~Q!lNO, 2013-40117 C-2.9-OATE H4-?014 &CAI.!'. ·l",;30' TH/cl OOCUMENTCOIITAII/S INFORMAT/011 PROPRII! OlRY TO M\'E IN/3nW ITONAI., INC. ANO IS FURNISHED II/ CDMFIDEI-/CE FOR ff/E l/MIT£D PLJRPD'SE OF E\IAWA l!ON, 8/DDINO OR REVIEW. THIS DOCUMENT QR ITS COIITEJffS MA\' HOT Bil USED FOR ANY OTHER PURPOSE AND MAY NOf aE RliPII.QOLJCED OR DISCLOS!lO (0 OTHERS WHHOLJT THE PRIOR WRITTEN CONSENT QI' MVE INSnTIJTIOIIAL, INC. ALL RICHTS RESf:R'IEO. If) COPYRIGHT 2000. ~,1 ' • • FUSCOE --h11 .. .--= E N G I N I I R I N G 6390 Greenwich Drive, Suite 170 San Diego, California 92122 tel 858.554. l 500 ° fax 858.597.0335 www.fuscoe.com - "I:!' """ 0 N ~ """ """ 1-w (/) ~ u w :::c u <( (/) 0 ..a. N 0 .... N u, I i- Cl i 2 (i) 2 C s: CJ m :0 Cl :0 ~ 2 (i) 2 C s: ~ :0 I~ .... !- I I I I I f I I ,,'ff.-:z=:.,,·-~Z::: ii I ,! _));, ·~i O• z :I "- le! ;Iii' -~'L 15\ « .. , 0 '" ~- ¼, ·!z I w•. "' "' 0 ·OC "-" ie ~j '"' ~ ie' w, ':'· ¼ z, ~ ~ 0 ~ ~' w c:; 0 0 "" 0, ¼ W, :6 i ,g, " ffi I " ;'.5i: w, 0, 0 5 N 0' I ~. 8i / "' 'T qi ~i / ie ~i ~· a oc ~ ~- :::i'1 ._, <o'i "' " 10: ~. a' ~i -~i '-"' I / ~ I / / / / / I GRAPHIC SCALE IN FEET ----- I I 150 I ~ ------ I \ \ i I / \ I ASPHALT CONCRETE -(AC) LOCATION TRAFFIC INDEX (TT) AG CLASS 2 (INCHES) BASE SYMEJOL (INCHES) PARKING STALLS AUT<Jl,/0B/LE 4,5 J 7,5 I I DRIV£WA YS AUTQMOBJLES AND LIGHT TRUCKS 5,5 -4 11 [:;.;;>~1 FIRE UNE/H£AVY TRUCK 7,0 4 14 i>\<I TRAFFIC \,•• •, cc'{ PERV!._01}S PAVfMENT 6RICK PERMEABLE PAVERS PER DETAIL G/C 4.2 NOTE 1, f'AVf.MENT $£CT/ONS NOTED ABOVE Ak[ BAScO ON ASSUMED R-VALUES AND RECO/r/MENDAT/ONS FROM SOILS ENGINEER Sf:E SOILS REPORT ANO ADDlNDUMS THERETO (IF ANY) R,EF£RE:NCED ON SHF;ET I FOR COMPLETE PA~MENT SPECIFICATIONS. THIS INFORMATION IS PROVIDED AS A CONVENIENCE ONLY. ENGINEER-OF .WORK MAKES NO REPRESENTATION AS TO THE APPROPRIATENESS OF THE PAVEMENT DESIGN PREPARED BY OTHERS. ~ PORTLAND CEM[NT CONCRETE (PCC) PCC CLASS 2 (INCHES) BASE., SYMBOL (INCHES) 6 4 6 4 I> / \ I ;~-./" ' ' ' 7 6 I ', ·. I \,·'\ ' ' ,, ', < ------ ---- ', ' I \ l '1 I I I I I I \ \ I I I I I r-:i .... ~ ------------ -~ ·:·· . ' , -; 111 /I ' ' ·-~<:. ·._,_ -~·•:;c; • ' ----.---=---, I I I I I I I I I I I \ \ I \ \ \ \ I \ \ ' -c,~-~~ . . / ·1 ·-> ~-.:~ illfil VO NOT CONSTRUCT FINAL ASPHALT PAVING /../FT (0.10 FT) IN THIS AREA , I ( .• ' ' \ \ L _ _J I I I I /i \ I I ', ', I I ) I ! I '' '' /I ' _, / . r , ' ' / / , / ,t ./' " RCE 1<.01) \ I \ ' j / ' I I -- ' (- \ ~-'f+ -" I I \ I \ . L,~ I ' .I ,, ' r:... ____ DATE ) "">-(,CJ DATE. fsHm7 CITY OF CARLSBAD. [sHECTSl 1---l-----+-----t-----t-----t-----t-----J ~ ENGINEERING DEPARTMENT LlU ~G=R=AD====m=o'-'· =&:==1M=P=R=O~VE~M~E~N;::T::::P;"LAN;=.:~s=====+===: REVISION DESCRIPTION LA COSTA VALLEY MIDDLE SCHOOL SITE DEVELOPMENT I)( -\I OWN BY:· csw DATE INITIAL DAT£ INITIAL CHKD BY: J)c!fl-, OTHER APPROVAL CITY APPROVAL RVWD BY: PAVING SITE PLAN APPROVED: PROJECT NO. PD 14-01 DRAWING NO, 481-7A - ..J I-0 zu or-o-:Cz <( -~ Uw u Z:1-o' ::> Cl) Cl) :E rJi ' ->-a. (/) 00 _J wo O'. <( I-..J ..J ..J u <( -o ...I w z =>o ~~ 0 .J (!) J: LJJ u !:!:! u O'. <( Cl <( "' Cl en 1-w LJJ .J Z:c Cl) I-.J <( <c., o-u Cl) -ucn :c <( ...I ~ofESS/ol\' (d ~I.is,"(<') 6r'&J ~~ -G 1't 8w b-1 Cl'.'.: No, Cc: 36083 ;:i;i * EXP. tH0-16 * ,s,-:;,tc C/v\\ ,._o'¾-+~ OF cP,.,\J{ - IDENTIFICATION STAMP DIVISION OF T/-/E STATE ARCHITECT OFFICE OF REGULA T/ON SERVICES A# AC FLS ss DATE REVISIONS DESCRIPTION DATE - 6 ! SHEET TITLE PAVING SITE PLAN ------SHEET NUMBER JOSNO, 2013-40117 C-3.0 OAT!= 1-"14-2014 $CP.,l,E i"c;:50' Tl/IS Q()CIJMENT CONTAJNS INFOR!,1;!.TION PROPRIETAf<'( TO Ml'(: It/ST/TUT/ONA!.. INC. ANO 18 FURNISHED IN CONFIDENCE FOR THE l/MffEO PUflP~E Of I E'IAWArlON. BIOOING OR RE\1/6';'. TH/$ DOCUI\IE/o/T OR ITS CONTENTS MA'( NOT BE USED FOR ANY OTHER PU[lf'OSE Al<O MA 'f NOT i!E; Rf;PROO/JCE;O OR OISCl.0$1!.D TO OTHERS W!THOUT THE PRIOR WRITTF.!N CONSENT OF MW?. INST/ (1)(/Qi'/AI,. 1m. Atl RIGHTS RESERVED, © COPYRIGHT woa ~am . -FUSCOE ' -h .... .A E N G I N E E R I N G 6390 Greenwich Drive, Suite 170 San Diego, California 92122 tel 858.554.1500 ° lax 858.597.D335 www,f~.scoe,com 1-w ~ u w :c u <( Cl) Cl I i I·· Ill 813: ii~ j ·~ .~ I~. f ;; I i I I I I I I I I I I mi I;~ •c; Ii ••• I~~ f ~c ;; I I I ~ Cl JJ i • 2 G) 2 C ~ to m JJ z :'i CONSTRUCT10N NOTES G) P.O.C. FOR DOMESTIC WATER (5' OUTSIDE BUILDING ENVELOPE) r,,-.. P. 0. C. FOR BUILDING FIRE SPRINKLER SYSTEM. SIT FIRE SPRINKLER PLANS FOR \!:.} CONTINUA JION 0 0 A ll! " 0 @ P.O.C. FOR BUILDlNG SEWER (5' OUTSIDE BU/WING ENVELOPE, U.O.N.) SEE PLUMBING PLANS FOR CONTINUA TJON IA\ PRIVATE SEWER CLEAN OUT (SCO) ASSEMBLY PER RSD SC-01. CLEAN OUT BOX COVER TO \.2.-1 BE FLUSH WITH SURFACE ® FIRE HYDRANT ASSEMBLY PER CMWD W-12 @ PRfVA7E STORM DRAIN -SE£ GRADING &-STORM DRAIN PLAN ON SHEETS C-2.1 -C-2.7 (j) PR/VA 7E SEWER MANHOL£ P£R RSD SM-01 @ SLOPE PROTECTION PER RSD SP-05 ® LOCATION OF POST INDICATOR VALVE AND FIRE DEPARTMENT CONNECTION AS APPROvE:D BY CITY OF CARLSBAD FIRE MARSHAL. S/GNAGE,PER CITY OF CARLSBAD FIRE DEPARTMENT STANDARDS FIRE DEPT. CONNECTION POST INDICATOR VALVE" (FDC/PIV) WITH CHECK VAL v£ PER FIRE DEPT. REQUIREMENTS @, REPAIR SIDEWALK AS REQUIRED FOR TRENCHING PER CITY OF CARLSBAD STANDARDS @ BLOW OFF VAL \I[ P[R CMWD W-6 @ REPAIR EXISTING BROWD/TCH IN KIND @) fO" DCDA PER OMWD C-J.2. CONNECT TO ONS/TE 12~ FIRE MAIN WITH 10x12 REDUCING BENDS @ PROPOSED r BACKFLOWS PER OMWD c-i.1 @ PROPOSED 2~ RECYCLED WA7ER SERVICE PER OMW B-1.5 @ mENCH RESURFACE PER CARLSBAD STANDARD GS-25. CONTRACTOR TO PROVIDE TRAFFIC CONTROL PLANS @ CONNECT TO 7WO (2) EXISTING r RECYCLED WATER IRRIGATION SERVICES PER DRAWING NO. J2J-8 @ TAMPER SW7TCH SIGNAL CONDUIT PER CARLSBAD FIRE DEPARTMENT R[QUIREMENTS. /,m'\ INSTALL GRA\IITY RETAINING WALL AROUND BACKFLOW PREV£NTERS PER RSD C-9. JFT 1€:!J HIGH MAX - ® REMOVE EXISTING TREE IN CONFLICT WITH: PROPOSED SERVICE AND BACKFLOW PREVENTERS @ EXISTING 8" CANYON SUB DRAIN PER DWG. 323-8 TO REMAIN. PROTECT IN PLACE @ J/4" COPPER WATER SERVICE. MINIMUM DEPTH 3 FEET. @ DRINKING FOUNTAIN & DRAINAGE P[R LANDSCAPE ARCHITECT PLANS. @ INSTALL 2-1/2" Tff W/ 2-1/2" X 3/4" REDUCER. PROPOSED 2" BACKFLOW PRE PROPOSED THRUST BLOCK PROPOSED SEWER MANHOLE PROPOSED SEWER CLEANOUT PROPOSED FIRE HYDRANT PROPOSED POST INDICATOR VAL \If PROPOSED F1RE DEPARTMENT CONNEG710N PROPOSED WATER METER GATE VALV£ BLOW-OFF ASSEMBLY DRINKING FOUNTAIN PEH LANDSCAPf ARCHITECT PLANS OMWD CMWD W-15 RSD SM-01 RSD SC-01 CMWD W-12 CMW W-16 CMWD W-6 T TAP NEW 15 2• /RR. SERVICE EX. 12" PVC WAT£~~ --~--·----~-711fl~t'-::1;,,..-EX.. 2" REC'rQED I WATER SE:R\1/Cf R-/1// T I I I I 5' EXISTING PEDESTRIA1 ACCESS EASEMENT SEE SHT. C-1.1 14));<1'.J--'rtlT WATER EASEMENT,~ ··: ,, . PER DOC. ~ .,() REC.____ Q.11-' •. -- FOR CONTINUATION OF PRIVATE RECYCLED IRRIGATION SERVICE SEE /RR/GA TION PLANS I 1n EX. 4"x2" REDUCE go• S7RAIGHT UP 4' LJ d 1'A;;c_aC=c:":__c,===-"",o/~ I -~~ EX. 1-rDE-WALK EX. SIDEWALK 2l " EX. Ir PVC WATER DETAR...-WATER LJNE CONNECTIONS NOT TO SCALE 20 4 1118 & PWG EX. 12"x12" Tff EX. 12" FLG. G.V. -~---EX. CURB LINE n I -------REMO\.f f.YJSTING 12»x4H 1EE. 1_ 1NSTAL1. 1rxe· TIT J OL.IVEN-W'l MUNICf'AL WATER DISTRCT POTABLE WATER SYSTEM APPROVAL OMWD Wot ____ _ R.C.E Date Note, signature expirea 2 years a1ter date. di, 'II I ~ ~ i (/" Fl.ANGE El.Ev.= 160. 5 I I I 0 RE .00 TP WATER ,.,/ / . \tfR.,_,, -~"¾~ I .4 \ 152.2 -IN \ -OUT - 4" STUB ..___ .85 IE AP 12~ FIRE. WATER AP 4" DOM. WATER ~~ C ,o 4(<, f'< 40 80 GRAPHIC SCALE IN FEET "' I ' 120 ( J \ / SEWER DATA NO. DELTA/BRG RADIUS LENGTH REMARKS Q) N27'29'JO"W --84.72' 4" 0 35.0% ± (J) N39"08'26"E --97.06' 4" @ 1.0% (D N62'.JO'JO"E --47.50' 4" @ 1.0% © N62'JO'JO"E --97.50' 4" @ J.O% ® N62.JO'JO"E --97.50' 4" @ 1.0% ® N27'29'JO"W --52.72' 4" @ 1.0% (J) N26:29'08"W --11.76' B"@ 2.0% ® N26.34'20"W --10·9_ 19' 8,.@ 36.0% ® N14"0B'll"W --226.46' 8"@ 4.8% ® N76'"00'0J"E --32.45' •,"@ 16.5% <,11 NVIT59'5i,,w V --. io.oo' 4" @ 2.0% 12 -------- @ N8JiJ6'26"E --209.]5' 6~@ 1.0% (14) ,-N14VO'oo"w V . --. 46.42 6" @ 2.0% @ N14Y)O'Oo"w --15.00' 4" 0 2.0% ® -------- ® -------- @ -------- ® N76"00'0J"E --41.17' 4" 0 11.6% = ALL PVC LATERALS TO BE SDR JS, ALL PIPE LENGTHS ARE MEASURED FROM EDGE OF MANHOLE TO CENTERLINE OF CLEANOUT. fflE WATER NOTES ALL PVC PIPE TO BE AWWA C900 0R-14 (CLASS 200). PROV/DE 12-INCH 8[0 OF CLEAN SAND ABO\lc AND BELOW PIPE PER FIRE DEPARTMENT REQUIREMENTS. PROVIDE 36-INCHES OF COVER O\lfR PIPE, MINIMUM FROM FINISHfD GRADE TO TOP OP PIPE. TRACER WIRE SHALL BE RUN FROM THE SERVICE ENTRY AT THE BU/LO/NG BUILDING TO THE DOUBLE CHECK VAL VE DETECTOR ASSEMBLY DOMESTIC WATER NOTES ALL PVC PIPE 4 INCHES AND LARGER TO BE A WWA C900 DR-14 (CLASS 700) PVC PIPE J /NCHE:S AND SMALLER TO BE PVC SCHEDULE 80 TRACER WIRE SHALL BE RUN FROM _ Tl-/[ SERVICE ENTRY AT THE BUILDING BUILD/NG TO THE DOUBLE CHECK VAL VE DETECTOR ASSEMBLY GENERAL NOTES CONTRACTOR TO POTHOLE & VERIFY LOCATION OF ALL UTILITY CONNECTION POINTS PRIOR TO COMMENCING CONSfflUCTION. LWD GENERAL NOTES I. ALL PROPOSED SEWER UPSTREAM OF L\+v MH j09-1IO00 IS PRIVATE SEWER NOT OWNED OR MAJNTA/N£D BY LEUCADIA WASTEWAYE'R DISTRICT 2. TH[ FINAL CONNECTION TO LOO SEWER SHALL NOT BE MADE UNTIL AFTER CONSTRUCTION OF ALL UPSTREAM SEWER AND SITE IMPROVEMENTS ARE GOMPL£TED ANO APPROVED BY THE CITY FOR OCCUPANCY. OE\ll:lOPER SHALL COMPLY WITH LWD PLUGS AND "TRAPS SEWER PROTECTION REQUIREMENTS UNTIL UPSTREAM CLEANING AND S£io\£R CCTV JS RE\1/EWED AND APPROVED BY LWD FOR CONNECTION PRESSURE ZONE H.G.L. = 409 PRESSURE ZONE = 2 ) IMPOFITAITT NOT1CI; Section 4216 of the Government Code requires that a Dig Alert Identification Number be issued before a '"Permit to Excavate" will be valid. for your Dig Alert LO, Number Coll Underground Service Alert at 8-1-1 o I INSPECTOR ' 0ATE DATE l---+---+----------+--t---+--+---11 SHl4EET I CITY OF CARLSBAD ~5 ENGINEERING DEPARTMENT ~ 1---t--+----------------t---+--t---t--'I ;::G:::R=A:::D;:IN~G,.'::::&=IM;:::::P:;R:;O=:VE;;;M:;E;;N:;:'T;:::;:'P;:LA:;N:;:'S;='=:::==::=..'::::==C: A~· Q>ll\.1 BLDG ADDED & REVISED GRADING R~PLlldS t6,..t'D-JIJI Ii" REVISION DESCRIPTION DAT OTHER APPROVAL Cl TY APPROVAL LA COSTA VALLEY MIDDLE SCHOOL SITE DEVELOPMENT UTlLITY PLAN APPROVED: JASON 6.&~Lil~T !NEERING MANAGER RCE 63912 EXPIRES 9 30 I DA csw PROJECT NO. PD 14-01 DRA'MNG NO. 481-7A . ...J ... 0 zu o._ o-:I: z -< -a:: Uw (.) zt-o' ::::, fl) fl) :E ;Ji -> 0.. en oc ..., wo ll'. -< ... ...J ...J ...J (.) -o ...J w <i. ::::, 0 z <( > 0 ..., (!) :I: >w w (.) !:!:! u ll'. <CC -< C0 (D ... w w ..., z :I: fl) ... :i <( (!) o-(.) u0 0-:I: <( ...J !DENT/FICA T/ON STAMP DIVISION OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES A# AC __ FLS DATE REVISIONS __ ss __ _ I I DESCRIPTION DATE /2\ BLOG ADDED & REVISED GRADING 5/11/15 I\ /\ I\ I\ I SHEET TITLE UTILITY PLAN ------SHEET NUMBER JOE!J'IO 2013--40117 C-3.1 1"14-2014 SCP.LE TH,,5 rJOCUMENT GONT,'.IN5 w.~orrMA T/ON l'ROPPJc ,~RY TO"'"" WSTITUTIONAL INC A,~D IS FUR!'JISHEO .',"ICCNF/DEI/CE FOR THELJM/Tl"OPURP0Sf'. 0,c I EVAWA r:ot,·. BIOJJ,NG OR REVIEW T/-11$ OCCUMENT 0Ft. ITS CO/fTE!v rs MAY lvOT ~E i.JSl=DPORANYO/HER PuRPOS£ A/-iDMA"f N'J 1 8E /./~l'ROJuCH;; U/./ DISGWSED TO OfcifRS WIT HO UTT/!£ PR/OR WR/HEN GONSE'/TO< MVE iNSTIWTIONAL, INC. ALL "':IGHI$RESERVED, ©COPY.~IGHT200o ~I, ■ ■ --111 ... ..a FUSCOE I N G I N I I I I N G 6390 Greenwich Drive, Suite 170 San Diego, California 92122 tel 858,554.1500 ° fax 858.597.0335 www.fuscoe.com "II' -0 N -"II' ---... w fl) ~ frl ' !_ t :I: ' (.) <( fl) C · I I m ,, ~ l Jl ~ Cl lJ mo )> !1 0 □ i fl C ~ 9.l ~ -!!:I t'3 2 ~ m ~l ~ 1> Gl ~ "<I ~~ z □ C ~;m 2 'I§§ JI 0 C: ~ I :/,; ?, T C :.! (ti Ei ! □!j ~ ~~ ~ s:: ! ill Cl) ! ~ 2 a:. m- ' .. "' rn S: Cl] :1~2 Gl I-f?lz m d,~ 2 /fl lJ l\ffi~ C: I m 3: ~ ' ! OJ -"m~ m "Z m ~ JI I m ~ I I I I I I ~ I 8 C .~ I m J> ~□ ~ .~ 8 t:I ~ 2 I TI cB lJ J • Gl 1~8 ~ ~~ 2 TI r ',; --~@ I" C: 3: mm 2 ,~ mS m,-o • ~~ m ~· Gl i m J .2:\ z JI !!i zm 2 .,.c~ •< C aimI IQ m 0 s: ... JJ ;H ;;; ·01. i ~ s: OJ mz m z lJ m u, c:i ,, Cl lJ § 2 Gl 2 C s: CJ m lJ ! C I~ I I~ 'Z. I • lil I~ :,; 2 ,_ C: I~ 3: 1"' (~ m m I JI C ~ ~l>' J G)!§ ti~ /~ -2 -~ I C: ;t I ~ '! JI • I I I ~ .. _,;:.;.._ __ ,;, - : I ,, : I 11 J. ,, )J~ ~!' qi z, :'i n. Ei, ", ~, ~ ' ;S' ,i" ,:Z' ,w· ·~ ,0 '~ '0. " :le <, ·>'' la:; i 7' 8 T "' z;. :r 7 0 < ;c' 0 z w :::; 0 0 i5 : V, u !i5J !9F " ,-: ~" < > "' ·~ •Y) ', o' o' < ~ ·(-I ( o< , l: ,o, o, o1 / ~ " I r' ~t / I'! fj. ~· Q ~ 7 " -~\ n., a,'! "' ~ r " ~ r, 1' l ,. '" t:'. ' , w -- 1, PR/QR TO /NSTA~LA_TION, AlL R[QiJ.iRED PERMITS SHALL B£ OBTAINED FROM THE CITY OF CAR.LSBAO /JU/LO/NG, l;NG/NffR/NG QEPARTMENTS ANU THE whrn PURVEYOR OR AUTHORITY HAVING JURISDICTION. 2. 1NSiALLAf/QN, INSP[CTIQN, ANO TESTING SHALL CONFORM ro SAN 0/[GO REGIONAL STANDARDS, CITY OF CARLSBAD AND ALL APPLICABLE STANDARDS (£.G. NATIONAL FIRE PROTECT/ON ASSOCIATION, AM[RICAN WATER WORKS ASSOCIATION, ETC.). UNDERGROUND MAINS MAY 6£ C[NTF;R-LOADW PRIOR TO VISUAL INSPECTION, SO LONG AS ALL D.I. FITTING JOINTS ARE LEFT FULLY EXPOSED. J. tiRE oEPARfMENT RE.¢u1RED ,~J.<if'FCTIONS ARE: A) UN(J£RGROUND V/~UAL ~ PRIOR To CORROSION PROTECTION (CREASE AND SLEEVE:} B) UNDERGROUND VISUAL 'KICKERS' -PRIOR TO POURING THRUST BLOCKS, FD W/£,L MEASURE BEARING AREA C) UNDERGROUND HYORO -FOR H'fDROSTATIC rr:snNG, AND 0) UND[RGR6UNO FLUSH -FOR FLUSHING OF MAIN. ALL /NSPfCTIONS s:t/Ai/ BE SCHBJULED AT I fAST 48 HOURS IN ADVANCE. INSPECTIONS CANCEL[D AFTER 1 P.M. ON THE DAY BEFORE THE SCHEDULED DAT£ WILL BE 5UBJ£Cf TO A RE-INSPECTTON FE£. TO SCHFDULE AN INSPfCT!ON CALL (760) OQ? 4660. . 4. FIRf·HYQRANTS SHALL B£ APPROVED wn BARREL STYl~ PER fARI_SBAD _Puf?__uc WORKS _STA_~DARQ (SQRSD \W 01). TI-/£ 4" OUTLET SHALL FA(X THE FIRE Df:PARTMtNT ACCESS ROAD (SDRSD ltr-04). AL.L OUTl.,ETS SHALL BE PROVl_iJED WITH NATIONAL SfANDARO _THREADS (NST). . 5. FIR£ H}'DRANT SUPPLY PIPING SHALL BE A MI_NIM/!M oF SIX_INCf(Fs_ IN DIAMETER. Tl-it L6WfsT OPERATING NUT SHALL BE A MINIMUM OF 18" ABOVE GRADE ANO "'HE HYDRANT FLAN(;[ SHALL BE A MINIM',JM OF 2" ABOVE GRADE. 6. FJR£ HYQRANTS SHALL Bf A MIN/MUM OF_ 40 FfET FROM ALL s·iRUCTU_RES. A k"t~o GiriE VALVE SHALL Bf:. PROVIDED FOR EACH HYDRANT/NAN ACCESS/BL[ LOCATION. VALVES SHALL NOT EJE LOCATED IN PARKING STALLS OR IN AREAS SUBJECT TO OBSTRUCTION. 7, A~L PIPES SHALL BE APPROVED FOR USE IN F/Rf SERVJCF sisiEMs. CLASS 260 PIPE SHALL 8£ US(;D WHERE TH£ PRESSURE MAY EXCEED 1-?Q PSI. 8. @ftR SPOOLS S;IALL BE CEMENT-L/NfD MORTAR COATFD WIT/-/ WELDED FLANG[S N-0 EXCEPTIONS. 9. ALL BOLTED JOIN[S Sf-lALL 8[ CLEAfl~O AND THOROUGHLY COATED WITH NO-OX GREASE OR o'mm CORROSION RETARDING MATERIAL AFTER ASSEMBLY AND PRIOR TO POL~THYLENE ENCAS[MEN/" (POLY SLEEVE) INSTALLATION. 1D. ALL FERROUS PIPE A~D FITTING~ SHA~L BE PROTECTED WITH A wost 8 MIL POLYETHYLENE ·(Us£ TH£ £NOS OF.THE fU.B£ AND ANY JPl.l¢Es MAO£ FOR "T"s OR OTHER PIPING CbMPbN[NTS SHAtL BE: _$£ALEO WfTH 2u TAPE. APPRO~O FOR IJN[)l:RGf?O()N!) U:'_,E. POLYETHYl...£NE ENCASEMENT (POLY SLEEVE) IN ACCORDANCE WITH AWWA G-105 MUST BE USED, NO EXCEPTIONS. COMPLfTE Dr;TA/LS SHALL BE $HOW~ ON THE DRAWINGS. ' 11. PIPE Bf.DD/NG A~D mENcH BACKFILL SHALL 8[ IN ACc6kDANCE WITH ·S6Rso \IIP-02. ' 12. AJl f.!0\.js LJSE~ FQR UNDERGROUND._CONNECT/()NS $/jA_LL B£ STA-INLESS STEEL (R jJ6_L lJ. FULL FLANGE cAsKETS AR£ REOVJRED GASK£TS SHALL BE OF APPROVED MA if.RIAL. 'RiJW(R .GASKETS ARE NOT PERMITTED. -' ' 14. :euRY DEPTH SH;ALL 8£ A 'MINIMUM OF 36 INCHES -TOP OF PIP£ IN A~L AREAS, 1NcLUiJING FINISHED GRAD£. 15. THRUST BLOCK$, OR OTHER APPRO'VEO M["/HOD OF THRU~T RtSTRAINT, -S/-/AlL BE PROVIDED ·AT ALL CHANGES OF OIREGT/ON AND ELEVATION. THRUST BLOCK cAiCULA'nONS SHALL BE PROVIDED ANO IN ACCORDANCE WiTH SDRSD WT-01. 16. THE TRENCH SHALL BE EXCAVATED FOR THRUST BLOCKS (SORSO WT-01) AND"tNSPECTED PRIOR TO POUR. ALL CORROSION PRo"iEcnoN $HALL BE IN PLACE. , I ~ 17. A HYDROSTATIC TE:ST (200 PSI FOR TWO HOURS OR 50 PSI OVER MAXIMUM STATIC PRESSURE, WH/CH£~R /$ GREATER) SHALL BE W/TN~SSEO 8Y A CFO INSPECTOR, THE !({ENGH SHALL BE BACK-FILLED TO PREVENT MOVEMENT OF THE PIPE. . 18, THE SYSTEM SHALL _BE ~r{ORO/JGHLY FLUSHED BEFORE CONNECTION IS MAD£ TO OVERH~AD PIPING. fLOW SHA.LL 8£ THROUGH A MINIMUM OF A 4" HOS£ OR PIPE UNl,J:SS OTHERWISE APPROVED BY TH£ CF[) INSPECTOR. A CFO INSPECTOR SHALL WITNESS TH£ FLUSH. -- Nqf-p -Ri_[ FLLJSHftyG df'_ERA!ION ;jH_ALL BE OF S_UFF!CIENT TJME TO fNSURE THQROU_GH CLEANING •ff/oSE '$YSTEMS_ GREATER THAN 4 /NCHf:i IN DIAMETER SHA_II RFQU!Rf ~H_E_ysE OF A_SINGLE /ARCE; (4 INCH) b!AME;T[R 1-jOSE. ALL FLUSHING ~HALL _BE <;OORDINATED WITH TH£ APPROPRIATE WATER ~UTH_<;)RITY ~NQ I_N ACCORD),NCF WITH TH[ _APPROPRI!, TE "STORM WATER PBOTEcnoN" RfO{JtRE]iFN'is OF ;R[G/QNAL WATER QUAUTY CONTROL ROARO SAN DIEGO Rf,G!ON'S REQUIRF!,(ENTS FOR POTA?L_E WA7ER 0/SCHAR(;f'.S ORDER NO. R_9 2002 on20. 19. ALL HYDRANTS, SPRINKLER CONTROL VALVES, BACK-FLOW PREVENTION ASSEMBLIES, POST INDICATING VALVES AND FIRE DEPARTMENT CONNECTJONS SHALL HAVE A CONCRETE PAD OF AT LEAST J-INCH THICKNESS PLACED NO LESS THAN i8-/NCHE8 FROM TH£ OUTSIDE EDGE OF TH£ VALVE OR ASSEMBI.Y. 20. ALL ABO_vtci?OUND cONiRoi 1/A~ vEs SHALL BE LOCKtD 1/11 THE oPEN POSITION IN AN APPROVED MANNER (SDRSD WF05.14). VALVES SHALL BE ELECTRON/CALLY MONITORED IF THEY SERVE 20 OR MORE SPRINKLER HEADS. 21. Pi.R NFPA 1J § 10.10.1 (}}, A "r;;_ONTRACTOF(S MATERIAL ANO T£ST CERTIFICATE FOR UNDERGROUND PIP/NG", SHALL 8£ COMPLETED, SIGN£]) AND DELIVERED Ip THE FIRE PREVENTION BUREAU PRIOR TO CLEARANCE FOR OVERHEAD SPRINKLER .CONNECTION. --- STANDARD SEWER LA. TERAL :NOTES FOR MINOR GRADING PLANS I. ~WO APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONS/8/L!TY FOR Tl-IE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION, 2. ALL ,Q(;:SION, MATE;:R!ALS, AND coNsTRucnON WORK -$/--/ALL _CONFORM TO THE LEUCADIA WASTEWATER Of STRICT LWD SEW.;'R STANOARDS ANO TO THE R£QUIREM[NTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRVCTJON (GREENBOOK} AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN Tf-lE EVENT OF CONFLICT THE LWD SEWER SUINDARDS GOVERN. 3. OSHA sAF[ry 6iii5[Rs 'AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT txc£PTION' 4. THE CONTRACTOR SHALL HM/£ A c6PY OF THE DbcUMi:NTS SPECIFIED IN SEWER NOTES 2 a 3 ON (HE JOBS/TE AT ALL TIMES. 5. THE col'itRACTOR SHALL ·Gl'ARANirE ALL WoRK-FOR A PERIOD OF ONE YEAR AFTER THE DAT£ OF FINAL ACCEPTANCE BY LWD ANO 51-JALL _REPAIR OR REPLACE ANY WORK THAT MAY PROV£ DEFl;CTIVE IN WORKMANSHIP AND !OR MATERfALS WITHIN TH_E ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. 6. PRi6R TO atGINNING st'~VER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCT/ON AND SHALi,. PROVIDE: A MIN/MUM OF 72 POURS NOTICE TO LWO PRIOR T() CONSTRUCT/ON. - 7. APPROVAL OF THIS .PLA/1{ _BY L1i/D 00£S NOT CONSTITUTE A REPREE:[NTATION OF TH£ ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON CXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS QF THIS PROJECT, 8. ALL REVISIONS· TO DRAWINGS SHALL 8£ APPROVl;D BY THE LWO 0/STRICT ENGIN/;ER IN WRITING PRIOR TO CONSTRUCT/ON. 9. c6fvNECT IONS TO EX I ST I NG SE1iER PI PE OR MANHOLES SHALL ONLY BE DONE IN THE OJ RECT PRESENCE OF TH£ LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. JO. -ALL stf?VICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES' TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPFWVED {/y LWD ON THE PLANS. 11. A 2-!NCH HIGH "S" SHALL ·Bf_ INSCRIBED ON THE CURB FACE ATEAC/--1 LATERAL LOCATION BY THE CONTRACTOR. 12. A :10 'GAGE -S/-JIE/,..DED COPPER WIRf SHALL BE BURIED OvrR_EACH LATERAL. THE: WIRE SHALL EXTEND UP TO A 2" COPPER t:1.0 TIED AND SOLDERED TO THE W!RE. THE TAG OVF;R TH(: SEWER MAIN SHALL TERMINATE: 6" ABOVE PAV/NO SU8GRAO£ WITH FiNAL L0CATION JUST $£{.OW PAVING, THE TAG OVER THE CUSTOMER £ND OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BUR I ED AT THI; PO I NT OF CONNECT I ON. 13. ALL LAfERALS SHALL BE CONSTRUCTED CLEAR OF ORIVEWAYS. 14. ALL _SEW.ms_ AN_O LAT£RALS _SHALL BE WA'(NE BALLED QR J/;TTED, LOW PRESS_URE AJR TESTED, AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD, AIR TEST SHALL BE DON£ AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND 1/T/LITY LATERALS. 15. -ALL SEWERS 'AND LATERALS SHALL BE iN PLACE ANO SHALL HAVf; FINAL APPROVAL 8Y THE LWD INSPECTOR PRIOR TO PAVING. 16._ALL -NEW _CONNECTIONS fo txi"sTtNG sEWE'R .SHALL 8£ MADE TO EXIST/NO WY/;S, MAOE WITH GASKET£D PVC SADOLE WYE, OR SHA.LL BE MADE BY INSTALL/NG NEW MANUFACTUR£0 WYES. FOR INSTALLING NEW MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYfS AND PLAIN END PIP£ $POOLS MATCHING THC ADJACENT /7.itXISTING PIPE MAY_El[ USED FOR INSERTING WYES Ir/TO AN EXISTING SEWER. ALL CONNECTIONS NOT MADE TO EXISTING WYES MUST 8£ IN ACCORDANCE WITH LWD STANDARD DRAWING S-32. IF NECESSARY OUR/NG THE LAnRAL CONNECTION woRK, UPSTR/:AM FLOW IN _THI; EXISTING SEWER SHALL BE fEMPORARILY PLUGGEO AND BY-PASSED BY PUMPING OR PUMPER TRUCKS FOR DI_SPOSAL TO A DOWNSTREAM_LWD SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, LIND MAY REQUIRE f£MPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT WITH FULL-TIME MANNED MONITORING. NO UNMANNED BYPASS SHALL BE: AL/,.OW£0. 18.JOR cQNf/ECTlON OF_.PLA/N f'ND TO PLAIN ENO PVC SEWER, REPAIR COUPL/Af.GS_SHA~L BE MAO£ OF PVC MATERIAL MEETING THE SJ\ME MATERIAL REQUIREMENTS AS THE _PIPE BEING REPAIRED. PVC SEWER R/:PtllR :COUPLINGS SHALL BE R/JBBER GASKETEO WITH NO CENTER STOP. PIPE ENOS SHALL 8£ THOROUG/-/LY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING{S/. THE REPAIR CQl)PLING SHALL BE SLIPPED ALL THE WAY ON TO ON£ PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN ENO PIPES. PVC SEWER REPAIR COUPLINGS SHALL 8£ AS MANUFACTURED 8Y PW PIPE QR EQUAL APPROVED BY THf LWD DISTRICT ENGINEER. /'9. PVC OR VITRIFIED CLAY PIPE ·(VCP) s£\-VE°R PIPE AN() ·wYES MAY BE USED TO TJE-IN TO EXISTING VCP. FOR CONNECTION OR .REPAIR OF PLAIN END -VGP TO VCP A ROMAG JNDUSTRIES, INC. STYLE 501 CQUPl,.ING OR EQUAL SHALL BE USED. FOR cqNNtCTIONS OF VCP to PVC, ~ iwMAC INDUSTRIES, INC. STYLE RC 501 REDUCING COUPLING WITH MATCH/NO INVERTS, OR APPRQV(;D EQUAL, SHALL BE USED WITH A GASKET RANGE TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. _TH£ CENTER RINGS SHALL 8£ DUCTILE !RON PER ASTM A536, GRADE 65-45-12 ANO SHALL BE PROVIDED WITH /6 MILS FUSION BONDED EPOXY COLOR C<..'DE,D TO THE TYPE OF CONNECTING PIPE, GASKETS S/-IALL BE s·eR PER ASTM 02000 MBA710, coMPoUNOED FOR WATER AND SEWE:R S{RV/CE. ALL NUTS AND BOI__TS SJ-IALL BE TYPE 3/6 STAINLESS STEEL. 20 • .f/1VAL APPROVAL OF PL.A.Ms BY 61sfR1cT E~iG1NtER IS VALID FOR A PER/OD OF TIM{: NOT TO EXCEED ONt YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. __ IF THE ·ONE YEAR TIME L!MIT IS EXPIRED PRIOR TO START OF CONSTRUCT/ON THE Of:VELOPER _SHALL RESU8MIT Tr/£ PLAN CHECK TO THE D_ISTRICT £NO/NEER FOR AN UPDAfED REV/EW ANO APPROVAL. ANY G/-/AN$._ES Rf;QUIREO TO THI; PLANS S/-IALL BE ,MADE AT THE DEVELOPF;RS EXPENSE AND APPROVED BY THF; LWO DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCT/ON. ' -, ·, I I I OLIVENHAIN MUNICIPAL WATER DISTRICT GENERAL POTABLE WATER NOTES 1, POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCf WITH TH[ DETAILS AND MATERIALS SP[C/F/ED IN THE MOST RECENT EDITION OF THE Ol/V[NHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRMflNGS FOR THE CONSTRUCTION OF WATER MAINS ANO FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PR/OF/ TO THE DISTRICT APPROVAL DATE ON THESE PLANS, CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE·AT ALL TIMES, 2, THE SUBMISSION ANO REV/[W OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE-CONSTRUCTION MEETING WITH TH[ DISTRICT INSP[CTOR. 3, UNLESS OTHERWISE NOTED. CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY, THE TIME AND DURATION OF ANY SH,UTDCWNS OF [X/STING MAINS SHALL BE sue.JECT TO APPROVAL BY TH[ DISTRICT, DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN, 4, CONTRACTOR SHALL COORDINAT[ WITH 0/STRICT ALL ARRANG[MENTS FOR HIGH-LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS, NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 5, CONTRACTOR SHALL RE\1EW ALL PROPOSED TRENCH WORK WITH CAL/OSHA A COPY OF EXEMPTION LETTER OR TRENCHING PERM/7, IF REQUIRED, SHAlL B[ SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION, 5, NO WORK MAY BEGIN OR PROCEED WITHOUT 0/R[CTION OF THE DISTRICT INSPECTOR, CONTRACTOR SHALL NOTIFY TH£ DISTRICT INSPECTIONS DEPARTMENT 48 HOURS BEFOR[ THE BEC/NNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT, 7, THE CONTRACTOR SHALL CALL "OIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION, THIS CALL WILL BE MADE AT LEAST 4B HOURS IN ADVANC[ PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT-OF-WAY, (DIG ALERT PHONE: 800-227-2500), B, ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCT/ON, /£ LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS, 9. TH[ CONTRACTOR SHALL FURNISH ANO INSTALL PER TH[ STANDARD SPECIFICATIONS TH[ APPROPRIATE BUR/ED UTILITY WARNING AND IDENTIFICATION TAPE ABOV[ ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT-OF-WAY, 10. WHE:RL ELEVATIONS AND GRADfS ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFIL[ IS 48 INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. 11, ALL DEFLECTIONS (HORIZONTAL ANO VERTICAL) SHALL BE MADE BY US[ OF JOINT COUPLINGS WITH 4" MAXIMUM DEFLECTION PER COUPLING (2" PER JOINT), NO BENO/NG (CURVING) OF PIPE SHALL BE PERMITTED, 12, MANUAL AIR 1/fLEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW-OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE, PLACE MANUAL AIR RELEASES ANO BLOW-OFFS WITHIN METfR BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY 0/STRICtS REPRESENTATIVE, FIRE HYDRANTS MAY BE US[O IN LIEU OF A MANUAL AIR RELEASE OR BLOW-OFF WHEN LOCATW AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICT'$ REPR[SENTA TIVE. 13, INSTALL A MINIMUM I-INCH WATER SfRV/C[ TO [ACH LOT. METER SHALL B[ LOCATED FIVE FEET FROM A SIDE LOT LIN[, A¾" HIGH LUTER ''W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. 14, METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICT'S PRIOR WRITTEN CONSENT, 15. ALL WATER SERWCES FOR IRRIGATION, MULTIPLE R[SIDENTIAL COMPL[XES, COMMERCIAL OR INDUSTRIAL D[V[LOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVISE ON CUSTOMER'S SID[ OF .WATER METER 16, CONTRACTOR SHALL TIE OFF ALL VA(\'F LOCATIONS AND PROV/OE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VAL VE:S, /7, LIN[ VALVES, WHfRE REQUIRED AT'STREU INTERSECTIONS SHALL BE LOCATED ON /HE PROLONGATION OF ,THE STREET R/Cf/T-OF-1\'AY WHENEVER POSS/BL[, 18, FIRE HYDRANTS; AS APPROVEO BY TH[ APPROPRIATE FIRE DISTRICT ANO MEETING THE 0/STR/C(S STANDARD SP[C/FICATIONS, ARE TO BE INSTALLED AT I..OCAT/ONS SPECIFIED BY THE FIR£ DISTRICT. 19. ALL DESIGN CHANGfS TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE BY THE DISTRICT. 20. IHf WATER SYSTEM SHALL BE PRESSURE TEST[O IN ACCORDANCE. WITH iHE PFWCEDURES IN THE OMWD S0TANDARD SPECIF/CATIONS. Tf-1£ CLASS OF PIPE SHALL BE USEO AS THE D[S/CNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED), ANO APPURTENANC[S, '21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCOf,'.OANCE WIT/-/ SECTION 15401 OF THE OMWO STANDARD SPECIF/CA[IONS PRIOR TO T/[~IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST R[SULTS SHALL CONFORM TO TH[ CRITERIA SPECIFIED IN THAT SPECIFICATION, 22, CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK, THE PLANS MUST PROVIDE POST CONSTRUCTION VER/FICA TION OF THE LOCATION ANO EL[VA TION OF P/P[S AND APPURTENANC[S. 23, CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER TH[ DAT[ OF ACCEPTANCE OF THE PROJECT, CONTRACTOR SHALL Rl;PAIR OR REPLACE ANY OR ALL SUCH WORK, TOGE/HER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN TH[ ON[ YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND TEAR. UNUSUAL ABUSE OR NECLEC r EXCEPTED, 24, ALL IRRIGAf/ON METERS SHALL BE SERVED WITH R[CYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT 25, ALL BURIED FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPEO IN ACCORDANCE WITH OMWD STANDARD SPECIFICATIONS, ·· l~METALLIC L/N[O DEffCTIBLE -====i===+===+z~~//=r:1/= 'W:cAR=N=/N=G TAP[ / / /!RENCH BACJKF!LL PER WIDTH VARIES PfR DETAIL W-2 ON SHEET G-J. J ITT' "[jf 'I I V I 1=11 -1 I Ice CMWD W-2 ON SHffT C-J,3 • 111 11m•-IT ,. , 5• MIN _r___ gfijlliffl 1 w-11-1m~ITTI Jl1=I I ~ /~.ill~ l*'l,~J I' TRENCH WALL· 11111111 ~~ ,-,',. 1·· =Ill ITT TT ,.c; , .,__ ~-Ill' ·1=111=111= ~ -.__,__ •. ITT , rmm1 m111.~ Q=iii-m1 1111~mi= ~PRWAIFO~MEsnc WATER m 11ETI 1 ill 111 m r s1z,P£RPLAN --m-111--11--m-111-m, · . , lrn111m1 i i 11" lnfll!m i llP lll Ii 11, '~71m~illmillmlllm~mh1r" FIR, $[RWCE -m.U_,, ,_, • ,_, · • · · · •·.I SIZE. PER PLAN . NOTE: TOP OF PIPE ELEVATIONS (rP) SHOWN IN PLAN VIEW ARE FOR SUPPLEMENTAL ! INFORMATION ONLY. CONTRACTOR TO [NSURE MINIMUM PIPE COVERAGE 51-/0WN IN /HIS 1 DETAIL ARE ~-IAINTAINED IN ALL AREAS. TYPICAL WATER AND FIRE JOINT TRENCH IA\ NOT TO SCALE --·- '. I OLJVENHAIN MUNICIPAL WATER DISTRICT GENERAL RECYCLED WATER NOTES /, THE RECYCLED WATER SYSTEM SHALL CONFORM TO THE RULES AI/D R[GULATIONS FOR RECLAIMED AND NON-POTABLE WATER SERWCI; OF THE 'OL/VENHAIN MUNICIPAL WATER DISTRICT. ORDINANCE NO, 175, DATED MARCH /989, ANO ALL SUBSEQUENT AMENDMENTS, 2, R[CYCLrn WATER WORKS SHALL 8[ CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SP[C/FIED IN rHE MOST RECENT: EDITION OF THE OLIVFNHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS roR Tf/E CONSTF/UCTION OF WAT[R MAINS ' AND FACILITIES, INCLUDING All AMENDMENTS ADOPTED PRIOR TO TH[ DISTRICT APPROVAL DATE ON /HES[ PLANS D[CEMBER 19B7, ' CONTRACTOR SHALL HAVE A COPY OF THE OMWD STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES, J_ /HE SUBMISSION AND REV/fW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS R[QU/RED BY TH[ OMWD STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE-CONSTRUCTION MEETING WITH TH[ 0/STRJCrs /NSRECTOR. 4. UNLESS OTf/ERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE ORY, THE TIME AND DURATION OF ANY SHUTDOWNS OF , , , EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY /HE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUFDOWN, 5, CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FQR HIGH-LINING TEMPORARY SERVIC[S PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL B[ SCHEDULED ON A MONDAY OR FRIDAY. 6, CONTRACTOR SHALL REVl[W ALL PROPOSfD TRENCH WORK WITH CAL/OSHA, A COPY OF [XEMPTION LffFER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO TH[ DISTRICT PRIOR TO CONSTRUCT/ON, 7, NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR, CONTRACTOR SHALL NOTIFY THE DISTRICT INSPfCTIQNS DEPARTMENT 48 HOURS PRIOR TO TH[ BEGINNING OF WORK TO ARRANG[ FOR INSPECTION OF THE PROJECT, B, /HE CONTRACTOR MUST CALL "010 ALERT OF SOUTHERN CALIFORNIA" TO HAV[ UNDERGROUND SERVICE U FIL/TIES LOCATED PRIOR TO CONSTRUCTION, Tf/15 CALL WILL 8[ MADE AT LEAST 48 HOURS IN ADVANC[ PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT-OF-WAY. 9, ALL EXISTING FACILITIES WHICH MAY AFF[CT FINAL CONSTRUCTION, IE, LINE CROSSINGS, LINE PARALLWNG, OR PROPOSED CONNECTIONS ,_-! SHALL BE FIELD VERIFIED. 10, THE CONTRACTOR SHALL FURNISH A/ID INSTALL PER THE OMWD STANDARD SP[CIFICATIONS /HE APPROPRIAT[ BURIED UTILITY WARNING AN[/ IOENTIFICATION TAPf ABOVE All PUBLIC RECYCLED WATER LINES INCLUDING RECYCLED WATER LATERALS LOCATED IN PUBLIC RIGHT-OFrWAY. 1/, RECYCLEO WATER MAIN SHALL BE PURPLE PVC PIPE AWWA C 900, WITH TWO CONTINUOUS MUALL/C TAPE STRIPS, STAMPED "RECYCLED WATER." STRIPS SHALL BE SET AT TOP OF PIPE ANO AT 24" ABOVE Tf/E PIP[, 12. WHERE [L[VATIONS ANO GRADES ARE NOT SHOWN ON TH[ WATfR MAIN PROFILE, {OP OF PIPE PROFILE IS 66-INCHES BELOW CENTERLINE ' OF FINISH GRAD[ OF STR[[): --' .l 13, ALL OEFL[CTIONS (HORIZONTAL ANO VERTICAL) SHALL BE MADE BY US[ OF JOINT COUPLINGS W/Th 4' MAXIMUM DffLECflON PER COUPUNG (2' PER JOIN/), NO BENO/NG (CURVING) OF PIPE SHI.LL B[ FERMITTED, 14. MANUAL AIR RELEASES SHALL 8[ INSTALLED AT ALL HIGH POINTS AND BLOW-OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE, MANUAL AIR RELEASES ANO BLOW-OFFS SHALL BE LOCATED BEHIND CURB UNL[SS OTHERWISE APPROVED BY DISTRICT'S REPR,SENTATIVE, i ' /5, INSTALL RECYCLED WATER SERVICE(S) IN ACCOROANC[ WITH SIZE(S) DEF/Nm ON TH[ DRAWINGS. LOCATIONS OF RECYCLETI WATER METERS i ARE SUBJECT TO APPROVAL BY DISTR/crs INSPECTOR, 3/4-/NCH HIGH LETTERS "RW" SHALL BE CHISELED IN TOP OF EXISTING CURB OR ! IMPRINTED IN N[W CURB AT ALL RECYCLED WATER SERVICE CROSSINGS, 16, METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT TH[ DISTRICT'S PRIOR WRITTEN CONSENT. 17, CONTRACTOR TO TIE OFF ALL VALVE LOCATIONS ANO PRO'~DE WRITTEN DIMENSIONS TO INSPECTOR IMMEOIATEL Y UPON INST ALLA T/ON OF VALV[S, 1B, LINE VALVES, WHERE REQU/R[D AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TE[ WHENEVER POSSIBLE, 19, ALL DESIGN CHANGES TO THE RECYCLED WATER SYSTEM SHALL BE APPROVED BY TH[ DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. 20. THE R[CYCLEO WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN 1H[ OMWD STANDARD ' SPECIFICATIONS, THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PR[SSUR[ FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES, 21. CONTRACT R[CORO DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK, TH[ PLANS MUST PROWDE POST CONSTRUCTION VERIFICATION OF /HE LOCATION AND EL[VATION OF PIPES AND APPURTENANCES, 22, CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) Y[AR AFTER THE OAT[ OF ACCEPTANC[ FOR THE PROJECT, , CONTRACTOR SHALL R[PAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT M,1Y PROVE DffECT/VE IN WORKMANSHIP ANO/OR MATERIALS WITHIN THE ONE-YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED, 23, FOR ALL APPLICATIONS UTILIZING NON-HEX'HEAD BOLTS, INCLUDING, BUT NOT UM/TEO TO, T-BOLTS ON MECHANICAL JOINT FITTINGS, THt;, BOLTS AND NUTS SHALL BE COATED WITH A FLUOROPOLYMER CORROSION INHIBITING COATING, /HE COATING SYSTEM SHALL BE TR/PAC 20QQ BLUE,COATING SYSTEM, OR DISTRICT APPROVED EQUAL THE PROPOSED COATING SYSTEM SHALL BE APPROVED BY THE DISTRICT PRIOR TO INSTALLATION IN /HE" F/fW THE COATING SYS([M SHALL BE APPLIED PER THE MANUFACTURER'S RECOMMENDATIONS. 24, ALL VALVE BOX INSTALLATION FOR BURIED VALV[S IN PUBLIC PAVED STREET W/Tfl/N Tf/E COUNTY OF SAN OlfGO SHALL ADHERE TO TH[ ,i, COUNTY'S REGIONAL STANDARD DRAWINGS NO, W-12A AND W-128 FOR VALV[ WELL COVER ANO VALVE WELL FRAME AND ASSEMBLY. 25, ALL IRRIGATION METERS SHALL B[ SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE 0/STR/Gr ' ' ' i i ' _ .... t;-5,,-_(,6 DATE . ~ CITY OF CARLSBAD II SHE·,·ns I 1------t---+---------------~l----+--+-----t---l ~ ENGINEER/NG DEPARTMENT 2~ 1-----+-----+-------------------f-----t-----J----jf-----i DA TE INITIAL DA TE INITIAL ENGINEER OF WORK f<EVISION DESCRIPTION OTHER APPROVAL I ' I DATE INl11AL CITY APPROVAL GRADING & IMPROVEMENT PLANS LA COSTA VALLEY MIDDLE SCHOOL SITE DEVELOPMENT Ulll/TY NOTES AND DETAILS I. //. (/_. ,-_, • APPROVED: JASON S, GELDERT ,,. ,/ 3,;3,15 ENGOJEERING MANAGER RCE 63912 EXPIRES 9/Jo/1¥r DATE , OWN BY• csw I PROJECT NO, I DRAWING NO, 2~~g ~:;'. ~ta__ . PD 14-01 _ 481-lA ..J I-0 zu 01-o-:Cz c3 -0:: Uw ZI-6 ::, en en :E ;;j ->-a. (/) oO _, wo 0:: I-..J ..J ..J c3 -o ..J w f =>o ~iii 0 _, IB :t: llJ 0 fr'. ;_u <(0 ;;j Oen 1-w llJ _, Z:c en I-_, <( <( (!) o-0 en-uen :c <( ..J '?'?-ofESS/~ ff~RMs,i~ "'"ii! 0<£ 8w ~ ffig * ~' ~3~3 * EXP. 6-30-16 '"" "' -1;-. Clv\\ o't:--~ ;;:-OF" cP.\.f IDENTIFICATION STAMP DIVISION OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES A# AC FLS ss DATE REVISIONS DESCRIPTION DATE /\ /\ /\ /\ /\ I I SHEET TITLE UTILITY NOTES AND - DETAILS ............... SHEET NUMBER JO!l N:O, 2013-401'/7 C-3.2 DATS ·l-14--2014 SCALE ri-l!S OOCJJMENT CONTAINS INFORMATION ffWPRiE fARY TO MVE_INSTITUTIONAf.. INC, A,'10 JS F•Jf!MSHEQ IN CONFIOEPl/.;E FOR rHE LJMlf/W_ fURPOSr;i OF E\IAWA{ION, 8100/NG ORREVI/IW. mlSDOCUME/ITOR/18CONTEIJ_[SMAY t/Qr :~gz2Jtt81tJ~:J/:!ff~o/:gJi,srH1tr/tli!::ll!!::i;mWJi~-l~~E IN~T/Tl.lT/ONAf., INC. ALL R/GH'{S Ri:Sf;IW!W. @ OOP"(R/GJ-jf ?Q!)B. . -' -- ~, I ' --FUSCOE --h11 .. --= E N G I N E • R I N G 6390 Greenwich Drive, Suite 170 San Diego, California 92122· tel 858,554, 1500 ° fax 858,597.0335 www.fuscoe.com ,I I ,, I . ;_:;:::L.~, ! ' ' CJ :c i 2 G) 2 C: s: DJ m :c 0 :c § 2 G) 2 C: s: DJ m :c CJ :c i 2 Ci) 2 C: s: DJ m :c SAWCUT U!I( l'fPICAL N-OTES: 0- ' -- ~A$PIIALT CONCRElE flNISH COURSE SEE GS-28 --- '---------ASPH/1LT .CONCRE [E BASE COURSE. '.:iEE GS-28 ,\GtREGAi:E "BASE ----~ PIPE BEDDING NIO SAC.KFJLL Pm PROJECT PLANS, SPEClflCAllONS, AND Cl TY STANDARDS 1, THE □ETAIL SHOWN A80vE ,APPLIES r6 :tfiENc1-1 Wmrns LESs THAN 25 1NcHEs. 2.Dil$TING A._C. SHALL Bl;: cur ,/\Ni! REMOVI;';_[> IN ,SUCH A -MANNER so AS NOT 10 TEAR, BULGE OR DISPLACE ADJACENT PAVEMEMT. EDGES SHALL BE CLEAN Ar'!D VERTICAL, ALL curs SHALL BE PARALLEL OR PERPENOICIJLAR TO SffiEET , CEr-ifEJ(UNE,-Vi.HEN PRA(i'i"ICAL J. BASE MATERIAL SHALL BE REPLACED fO DEPTH OF :tx1STING BASE. A.C. ·MAY Et[ SUBSTITIJ"IED FOR BASE_MAl'ERIAL AT THE Cl!Y ENGINEER'S QISCRE110N. ~-WHEN THE EDGE" OF Trn.: GRIN!l AREA IS WlIHIN 24 INCflES OF EDGE OF PAvbm-rr, ~Y_ST~!JCTURE, AN ADJACENT TRENCII PATCH OR OTHER f'AVINC ,JOlrl LINE, THE N' GRIND AREA SHALL BE EX.TENDED TO frlE EXISTING S /RUC fURE OR JOIN LINE. 5, Y.trlEN !HE (DCE OF frlE GRIND L!ES '/~THIN A WHEEL PATH, !HE" GRIND ARl:A SHALL BE EXJ~NDED TO ·rnE NEAREST LANE UNE OR EDGE Of PAI/EMEMT. REV .. APP \Im DATE .Cl'l'Y OF CARLSBAD µ,t...1:r.}l"'i..-.-..~ 2 10 CITY t~Gl~Q DAI[ ~~f!5~~~iL GSR25 TI n 4 ·W' -r Ji~ ,/. . ;\ ' ' RISER SHALL NiJ ___,... REST ON SONNET OF VALVE. j2" MIM. CLE~RANCE . ' I /, SECTIOt,1 ilOlvlESTIC A-A WATER SECTION RECLAIMED B-B WATER NOJSS: 1. It! N()H-I_IOAO Ai3EAS.PiAti.!JAR,:ER POSf IJP(T fQ•YAl'/!; lfoX Al>SEMBL'f ~_s . .-~ilfECT"E!/ 6'( THE ~r,111Ern. ( SEE Dr!itl'iiNi, tlO. 2J ) 2 ~{\~~°t:~/i~E~~;~c:!~~~ 3. ,SE£ oiiAWill NO. b FOO cAfE 'MLVf.. QTEIISlflH. 4_ (Jli"PER SIC.: Qr .LIP "i~ BEGIE11£ 2 .1;\lATS Qf PAINT. ~E Sl}ClflCMIOl-lS FQR PAll-tnt,,; REQU/ilt~Ems, { PA.CE 4 ). sl~T~E-~---------c.c;•-.-------- 1 llFf HOlf. MARKED ·WATH•. ' 3 5 6 REY. APPROVED DA TE C-J250 CARL3BAV MU~!CIPAL \'/ATER DISTRICT .. :. VALVE BOX QlYEIICJfl SP G WC ":l,lAflDARD p·Nr;, NO. W-13 {R(}~ SIDEWALKAPJA.ciii-ri··TO cV.im .ex:cl,lllos 5' w WIDTH. LOCATE A,SSj,w;iLY AS .! .o~crno B 'f 'ttm OlS'.l'PJC'i'S lUll' ~S.IlNTA'UY~-.OETECl:Ojl CHECK ASS.IlMJJL y .MA y JJE LNSTA.U.l'.D PERl'RNolCU.!.M 1-0 FACE OI' CU.!Ul AS Sr(OWN OR ROTA_te.o 90°1·0 aBPAMl.l..E.L TO .fl\Cf!QJ' CUR.ll, 2. f1;BLD J;"AINT ,),BOV!l QRO"lmD s{JFJl-4GEs QFPIP.e, ffrrrNos,./INDi'IP.E sUPPOR:rl'ER STD fil'~C 1)9900, SY:SUlMNO. 2(.1. COLOR TO JJ.!! OSHA BLUE. J • .08TtCTOR CIJECKS SEA.LL iU! TIIB SAME SIZE Ji;; um OU-fl$T A.NP P-U'.U--,0 WULBASS!3MBLY, ~ • .\'.LWV.lDE GVMD PWT~ W.E:IB.N OUIBC'TEO eY "I.liE rn~·rnt<.'l'S REPRESENTA'l"IYE. --< Il'lSTALLA'l'lDN PliR ;:.1 C&stoMBR LQCALFOSTJJSl'BC PIPING ITEM l 2 ' 4 ' 6 ' 8 9 lO ll 12 l3 14 -LIMIT OF OMWD ¥A!.NT~C£ RESl'OtUiWWTY TION !T 0· OPSl 18" TYf' 1, SPEC/DWG "'" a29:1 15292/13293 15101 1510!1&.l.2/&!.3 1S292 1$2-40 152-40 0-),:,Jo-tQ 1.5 -1:1240 ,-__l~6-~0DO,;, Hll2 U W lDU ~ @ l~l~ OLIVENHAIN MUNiCIP AL WATER DISTRICT BOYLE DQIJBLE CHECK DETEC'IOR CHECK ' STD DWQ NO. ASSEMBLY FOR Sl~S 4-INCll fHRU ID-INCH C-3.2 Bt/Qm.EE.l.UNo C()Jl,PQ!IJ.TlON -H,1Nl!20'11l w ; g 3 6 > ~ , i' • I " • n ~ r Q ffi ~ ., TOP OF PIPE • ii 0 Q Sl'RINliLINE t • ' C maJGH WIDTH Ar TO? DF -TRENCH '/,\RIES \ roP OF" 8ACK'1U. ro SE SAM!': j AS •)RIGIUAL GRQUtll.' At-II) MA ICtl ADJACENT UIJIJ);:;JV,IBED CROUNO A PIPE QO IREIJ(;li WIDTH IN Plf'![ ZOME LIMITED DESCRIPTION •N PA'i~D AREA, TfltNCH ZOHE SHl,LL OE COMP1WlEO ·ro 95:,l Ji,U,1-1. NO SCALE sn:c;:/DWG BEDDl~IG AND BACKFILL MAfEf<!Al SECT 0222J REV. APPRO\!:D DATE CARLSBAD MUNICIPAL WATER DISTRICT i-,_==t=====t=~l------~--~-JR,l, -,·c:rT . .kl,.,..._t U,,/gr; I--.+----+--< TYPICAL TRENCH SECTION """""u;-OAff SfM_DAAO Dl'JG. liQ. w ~ 2 REINFORCING STEEL DETAIL. TOP ,/JEW . NOTES: }. £OIJ_ci!£::_iE Sf!All i!E 6 5ACJC, °l:>250 l'.S.L). A ldl_lJ. J DAY (~IHI) l~f w~ $. ·All (i!JR[[i bUIS Atl!J, Bil.IS SMl sE Hl!)R%TATIC fbT. 'Ii», fAl'E COA[D PER Sfr,f, 09W2 1. Fllmll,',, SI/\U. J( tuCJll.E JRQII fQR 11,IJ'. II. P.V.C: GAST 18(111 FOR A.C.P: (CEMEIH Lltl(D 51!001 BCO'I). 2. fQR A.C. PIFE, A Ml/L r-s TO A 6'-6• MAL LENG"W u,ro MJD w r QF iu. mm11,s. ITEM 4. m. D'IIG'S, ,1-10. 17 & 1a FOR REOUCfi'!, nu9, 4. aunrnrtv 'fAf..Vi. 111P.J.1SI eux;Ks. 5. B.lGl~E!I: TO P[W~DE Q\~_UllAllCt!S FOIi: lr!f!~Sf/A~CH.OR etoo: SUE __ 4__ __ VAL' B Y. 5 "'rl·")( 1fr-CATE.I/AV. SPEC DWG REV. APPROVED OAT£ CARLSBAD MUNICIPAL Wf.TEn DISTR/Cf .. ~==r:::::::::J::::~-'-~C::'.O::'.NC:".,R:':E'.::H:". '.::TH".:R'::VS::'.T'."B::'.L'::O::'.CK'.':$:=.;.;..,1,il.:,,,b";D°;;,,U,tv,.,",r, IP{/: FDR NON°RESTRAINED JOINTS ,,,,,,,,,,.m, '"· W~/5 OISTJUCCS M.Jl'.fEll ~~NQTE2 '" ·cu.~rQMER SERVICE LINE SEI!NOTE3 4" THK SAND CU'!llfON :,: SLOl'EUPWARD NON-TRAFFIC AREA ;i1 m!>-11.rllMUM " NUT!iS: ii l'O;!J'flOtfMIOWAYOUTW!:iliN l'Jl'ELJN,~_t\Nl) MET.Ell (!(}X 1. WHERE SIDEWALIS-S Aj\.C ('IIJT !'RESENT, ).._(.)!'.;AT~. CENJER Qf f\NOLl!.!lAL.l. VA!.,VE 9·' FJtOM 1:)1\1'.!K.l'ACE 01' CU/W. 2. ·At"[_EI'. Tl-lll SfEC/FlEU COMPONENTS lfA VE mmN INSTALLED l\Y,QTHBRS, THE OlSIJUCT WILL F!JltNJSH .AND. ms:rALL A 1,rnl!iR AN ll l:JALJ.. VAL YI! IN TUE-lNUK"ATED SPACI!. ~. /),}"\'.E.RDl_~WJC"f'/l MOT!!.R INSTALLMION, (.;Of!N~CT t;VSTOMER ~EltVICf! LlNf.TOL'i'>lALLW llAl.L V,\_l..,Vl!.1,JSB:\ NON-M~TAl.-LlC ~JPENll'l'U!ATTlill VALVE. W /\TilR_M. \JNS -0-200 l'Sl ~ ITEM 'TlON SPBC/DWO l 150al ' 152401.D-Ll ' J OGl/tl-1.2 ' 15292/D-l.J ' 1529]1.tJ-J.4 ' 15220 ' 1sua1 " . 15220 ' ' " 10 ]~081 11 JJIIO " OLIVENHAIN MUNICIPAL WATER DISTRJCT BOYLE WATER SERVICE ASSY FOR 2" METER gg£,'f/f'lii6¼ woRKrNo _-PRBssuRE 0R200 Psl $TDPW◊NO. B"l.5 12'}-----11 LC'<;AIOH QF CC~P. IQf'. C X flP 45• BEND SILV(R SOLDER I I fEM llESCRIPTION I OUTlET OM PVC i'>RESUflE.PIPE ' 0 J O .PE 7 NOfES: 1, SEE SPECIFICA!IQNS FOR 50LDERINQ Rt:Q(Jfl(t:Ml::tnS 2. SEE SPECIFICATIONS ·FOR LJD PAIN TING R[QU!REMEN rs ;i. SEE lfAPRO'IEMEMT PLANS fl)R ASSEIJBL Y SJZL 30 LB. WlC ANODE \\l JU A/.inD( LE/,JJ \',mE .\'Ell $11) ~WG NO ?'i SPCC DW W-8 W-8 w-, ·r RX "THICK CQNCR TE RING .. . . . 1 VI.I:{_]; 'lfR P DR 5 f/EV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT 1='-1""-'='t'==t-""""'"'-'-=""""'="""-'=-..t,/,1,.;-T:,l,bf 7),,/,a 2" BLOW-OFF i MANUAL AIR CJI~ EHGINHR • OAlE" RELEA3E ASSEMBLIES ~r~tio~R ... 0·~1;. 110., W-6 FU/ISi-JED SURFACE (TYP.) I PJxPJ CATE V.ALVE. PI/C.k_.D.1£ PIPE. fEM ' 2 ., fREMCH ELEVA !ION PYC PIPE 12' MIN, TN NCH V/OIH 12' MIN.- TRENCH SECTION -(TYPICAL) GATE VA V O ETH •. HIE __ t_CAdE E NO. 4 REINFORCING s·rEEL. NOTES: I. SlI !ff~JFICJ\l\0/-!S f(,R 8_URI(~ fl.A/ICE: AND • VM.'n. t![_QUIR£~HH5. 2-SE< 1/AA~liw 110.lH\!!l TWUSI SLXl': 8fAAIMG Afl[A5, J, All 61Jf11£D NUTS. Mo 80l 1S mAlL BE WM fN't \:OAllO PER "S((,1, W'l.lfl: RflNFORCJiJ(, STEEL DETAIL. @-.-nrni1c o.o. NO. 1 BAR (2 EA m,) .5 6 DESCRIPTION FLXFL 1 CATE VALVE/.1 ~'j'cr-@::::· z TRENCH ELEVATION SlEEL PIPE SPEC DWG . _5_._ CO CRETE HR ST ANCHOR 81.0CK. .1?. 0 P.S.I. 560-C-.32£,0 VAL E BOX ASSEMBLY: W-19 W-1J REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT Ff"'-"'=r'T"-""=----""""""'"'"""""""'""""=---fll-,1,,.ei::1-:r:J,lw.1>;f z/,_, GATE, VALVE lNSTALLATION. Cl!)' LJIOINl~ DAI[ rfEM ' ' ' ' ' ' ' ' P.V.C,; "& ST_~EL PIP!;, S,~ND.'MD Dll'J. ~Q. " !?" 1--ll.N ~ u " IS"MAX ~~ 0 a• a ,£ ! 0-c ~ ~ 1:: " C •e-0 ?:<'::! • ,a~~ " sl ~,z '..:;OO ~ ~~~ • UJSTOMER RliSPONSlEILEl FOR~AINTENANGEl ' .. ;',;_.· ~ ·9" -v 'l'YI' v ~0 :.::" j~ '.0 ~~ 0 r•·. . ;•,,. JN~ALLA TION l'BJ{ NOTpS: 01<\WD SJ'DSPEC-SEENOTE5 L Nd Ol.irLET.S WILL DEAtLOWBD 11,(nl£ l'_ll'~'<O UE'l'\YEENTHE M~T_ER AND UACKFiOW PllflVENTER. E)ACKFLOW ?RljVE!iTllR :<;:H.i\LI,BE ·{HL! 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C-2J Bl·IGI~il!ER!NQ CORFORAIJON ~lOTES: ;?< I ll II I 0% - VN<IES ITEM Ut St:f{I HOM 1 A.C.P. RT X FL lEE. 2 .,. U01;TILE IRON Pl DJ. fEE Wlll-l .6 FL OUTLET. PJ OR MJ X FL -3 lf PIPE -6 SfEE fl our ET. 4 A'IB[STOS CEMENT PIPE -RI X fL 1££ \IHH 6 OUllH. 5 6 Fl X PJ GATE VAi VE. 6 6 CLASS 150 PVC PRESSURE PIPE. 7 n~~ f BUR YELL. r 6 H E PA TTERM 6 6 VARIABLE LENGTH FL. BREAK .OFF ~POOL, CROO'l(D BOTH ENDS o G" [IRf HYOl~ANT 10 POLYETHYLENE ENCA Ml'"I-H __ 11 VALVE'. BOX ASSp,18[ Y. 12 fliRUST BLOCK REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT 1 "l .. l r1-':t:.":.':.~t.'::.,+-"'-='-";::;~=~~="-li~1<.~~i·,. ,_~1-FIRE HYDRANT on "''""If ---I "" 40 JO " if a " ~ ·'= '6 _g "' 20 ~ 2 I= 0 ~ " 0 -§ 0 w "' 10 0 NOTES: r 5 AsseMBLY 1-r · r ,- r r r r r 6 . 10 12 Pipe Diometer iri lllches 1. BASED W 22HSJ us(Pire:SSURE AfiD eEARlNI, '/!)LIJES OF DRY SOil$. 2. YN.ixs fITTllX i.:tiR'1£S ARE ri:m TEES ANO 0£Allctl05, L[. ;· STMIG~T U~E ltii!UJI. fOR ~O' BENO; 1.4 VAWE noM CUR~. 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GELOERT ~~~=~~= 3 ,3,, /<; DATE PROJECT NO, PD 14-0.1 DRAWING NO. 481-?A ' ' .J I-0 zu 01-o-:Cz <( -a:: Uw u ZI-6 :=, en en ~ -<( m -->-a. if) QC _; wo O'. i'i I-.J .J .J <{ -o .J w :::J 0 z <(> 0 _; (!) :::c w >w (j w. O'. -u <(C ;:§ 0 Cl) 1-w UJ _; Z:c en i--_; i'i <( (!) o-en -uen :c <( .J ??-ofESSJo.,,_, f~~ ,__ V 1, t]&! j w w G) l'Tl * No. CE 36083 ; EXP. 6-J0-16 c.f'~;; -Civ\\ ~-lf .f OF cA.u,0 /DENT/FICA T/ON STAMP DIVISION OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES A# AC FLS ss DATE REVISIONS DESCRIPTION DATE \ \ /\ /\ SHEET TITLE CMWD AND OMWD STANDARD DRAWINGS - SHEET NUMBER JOB NO, 2013-40117 C-3.3 OATE 1-14-2014 SCA~e Tl/IS DOCUMCN'(' CONTAINS INFORMA110N PROPRJETARY TO MVC INSTITUTIONAL. INC. ANO If; fUHtilfil/EO /N CQNFIDBJCE FOR 11/E UM/TEO PURPOSE OF l!'iAWATION. BIDOINO OR REVIEW. THISIXJGUMENfORITS GONfE/-17$ MAY '/OT BE USED FOR ANY OTH/;R PIJRPOSE ANO MAY NOT BE RfiPRODUCEO tR OJSCI..OOEO TO OTl!ERi:I 1-1-!TIIOUT 11/E; Pf/JOR WR17TEN CONSENT Of MV/1 1/JSrJTUTIOliAL. INC.AU RIGHTS flESl:R'il=O, © COPYRIGHT 2000. ~1m ---. -FUSCOE --h, ... --= I N G I N I E R I N G 6390 Greenwich Drive, Suite 170 San Diego, California 92_122 tel 858.554.1500 ° lax 858.597.0335 www.fuscoe.com ' ~ T"" 0 ~ T"" T"" 1-w en X: (.) w :c (.) <( en C tl I 2 Gi 2 C s: to m D tl ~ 2 Gi 2 C s: OJ m D TOP OF CURB TO£ OF SLOPE L[NGTf/ ~10' WIDTH a=6' FWWllN~ FLUM 1' MIRAF/ 140-N FILTER FABRIC £NERUY DISS/PA TOR PER PLAN FLOWTHROUGH PLANTER PER DETAIL E/C-4.2 ENERGY DISSIPATOR AND FLUME ((}\ N'"o-,~ro-S-CA_l_E------------------~ HINGE P01NT 8ROW DfTCH AT EDGE CONOITION NOT TO SCAlE VARIES 2:1 MAX. 6;' C&C Pitk DETAIL F/C-4.1 SECTION: NOT TO SCALE VEGETATED SWALE NOT TO SCALE 24' 12· PAViNG PER SJ-/EET C-J.O /2' GUARDRAIL PER SHffT _ WHERE SHOWN ON PLAN FIN/SHED GROUND J' MIN VARI[~ --VAR-/ES. 6' U.O.N. FL PER PLAN 2:1 MAX. 4" PCC S/D~WALK -6" CURB PER DETAIL [/C-4.1 I 1--~, SlOPE (2: 1) MAX IJ 1 -. / PER PlAN I' TOP OF SLOPE 8ERM NOT TO SCALE TOP OF SLOPE SWA/.:E WrrH BERM NOT TO SCAlE ·---: FG PER PlAN TC ELEV PER PLAN CURB PER RSD G-1 (6") _ TYPICAL END OF CURB DETAIL NOT TO SCALE J' AC 1.5'' l_ ~ z f---•-•.' :,Jf . "° r: /,', 7, "'. )\ ",;c;,;,;·, VALLEY GUTTER DETAIL NOT TO SCALE 1,•· U.O.N. I" 1/2" RAD. GUTTER FLUME DETAIL NOT TO SCAlE 2' MIN \;: >--_---r=u~.l/~.o~.)-----1 ~ ,:o• . .• o F1N/SH GRADE 1/4" MAX UP (TYP) AC 6" 6" CURB AB PER RSD G-'1 .1/(Sff NO~ 1) NOffS: _. ., .. ,,· .. . . 6" MIN. Sff NOTE 1 1. FOR ALL CURB ADJACENT TO lANDSCAP!NG OR UNPAVED EARTH, EXTEND BOTTOM OF CURB 6" MIN BELOW ADJACENT PAVEME:1'1T BASE (TYP ALL) CURB AND SLOPE SETBACK NOT TO SCALE 6" CURB & GUTTER PER RSD G-2, TYPE G SEE NOTES BELOW '":"~~"--"'::"':.L...1'-L..LL.,r'--'---~..a:..~-~-:~-~: ASPH./PCC PA'/EMENT 6 .. MIN. -_. AND BASE PER SOil$ ENGINEER Sff NOJE 1 NOTES: 2' MIN (U.N.O.) ASPH./PCC PAVEMEN r AND BASE PER SO/LS ENG/NEER 1. FOR ALL CURB AOJACENT TO I.ANDSCAP!NG OR UNPAVED EARTH, EXTEND BOTrGM OF CURB 6n MIN BELOW ADJACENT PAVEMENT BAS[ (TYP ALL). 2. MODIFY GUTTER PAN CROSS SLOPE TO 5% MAX IN DIRECTION OF TRAVEL AT ALL CURB RAMPS AND PEDESTRIAN PATNS OF TRAVEL CURB AND GUTTER (PVT) AND SLOPE SETBACK NOT TO SCALE 5% MAX CROSS SLOPE GUTTER PER RSD G-J2A ELEVA T/ON PER PLAN VARI~ 1.5' o" CF ELEVA T/ON PER PlAN ,5.0,t MAx...._ 12" J 4'' APPROX, -1 + +'--~ Clrol/ES DETAIL 0.5' ZERO CURB ~ GUTTERDETAH. GROVES PER RDS G-32 A TRUNCATED DOMES PER RSD G-30 SEi G~OOVES DETA/l f . ~ BACK OF 11/AlK ,.4' MIN. TRUNCA TEO DOMES PE'R RSD G-30 TC ElEVA T/ON PER PLAN 6" CF ELEVATION PER PLAN O" CF O" CF ELEVATION PER PLAN 5% MAX CROSS SLOPE GU rTER PER GUTTER DETAIL ABOVE I1I'/;_A 8,:33%. .. MAx·· O" CF ElEVA TION PER PLAN -: '..lo,. : ELEVA T/ON PER PLAN TC ELEVATION PER PLAN TRUNCATED DOMES PER RSD G-30 Sff GROOVES O" CF 0£TA/L ELEVATION PER PLAN ElEVATION PER PLAN VARIES ELEVATION PEI\' PLAN ELEVA T/ON PER PLAN ELEVATION PER PLAN 5% MAX CROSS SLOPE GUTTER PER GUTTER DETAIL ABOVE l'j-- o" CF / ELEVA T/ON PER PLAN VARIES TRUNCA TEO DOMES P~R RSD G-30 5% MAX CROSS SLOPE GUTTER PER GUTTER DETAIL ABOVE PER PLAN * WID1H OF LOADING AREA, HEIGHT OF CURB FACE AND LOCAT/ON(S) OF CURB RAMP(S) VARY. Sff SITE PLAN T'/PeC ' CURB RAMP OETAILS NOT TO SCAl£ 2' £:LEVA T/ON PER PLAN BUil T" 1/2 1 f (L DATE, £-5_-{6 DAT( fsHml CITY OF' CARLSBAD I SH.EETS I 1-----,f----+------~-----~---+----+--+----,---; L..!Z__J ENGINEERING DEPARTMENT 2fi :;:;:::~-==~~~~~==~-::::c:cc·--';::· =: 1----+----+-----------------+----+----t----t-----1 GRADING & IMPROVEMEN'l' PLANS DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LA COSTA VALLEY MIDDLt SCHOOL SITE DEVELOPMENT DETAILS ~~ , !lbHh-,-4,APPROVED: JASON S. GELDERT --~"""'--"--·""~-=-="'----~~ 3 ,3,15 ENGIN ERING MANAGER RCE 63912 EXPIRES 9 30 1 15 OATE DWN BY: csw I CHKD BY: r,•(L RVWD BY: PROJECT NO. PD 14-01 I DRAWING N. 0. _ 481-7A ..J I-0 zu 01-o-:I: z ti -a::: Uw ZI-ci ::) (/) (/) :!: ca ->-D. U) oc ...J wo "' <( I-..J ..J ..J u <>:' -o ...I w z ~o ~Gj 0 ...J w w J:: () fr'. .... (.) <( C <( 0 (/) (!l 1-w ~ z :I: (/) I-ti <( (!) o- (/) -ucn :I: <( ..J M ~~ . ~-I.~ •• ~ ~. 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I SHEET NUMBER JOB NO, 2013-40117 c .. 4_ 1 QAU: 1•14•2014 SCAI.E THIS QOCUMf.NT CONTA!i'IS /NFORMA TIO/'/ PROPRIETARY TO MYE INSTITIJT/ot,/AI., INC. MID IS FUR/I/SHED IN CO/'/f/OENC<; FOR THE LIMITED PURPOSE QF EVAWAT/ON, 8/DDING OR /i'.EVfE\'I'.'. THIS oqr.;UME/lrOII. rrs CONT&ITS MAY NOT 8£ USEiD FOR ANY OTl-!ER PVRPOSI, AJ/0 ,WI Y NOT BE REPROOIXCD OR D!SCLOSf.D TO OTHl::RS ,viTHOUT THE PRJOR WRJTTEN CONSENT OF MVI! INSTITUTIONAi.. IN(;. ALL RIGHrS Rf!.SUI.VED, <i:i COPYRIGHT 2008. -.:I' T'" 0 ,111 --FUSCOE = h11 .. -= I N • I N m E R I N • 6390 Greenwich Drive, Suite 170 San Diego, California 92122 tel 858.554.1500 ° lax 858.597.0335 www.fuscoe.com ~ -T'" T'" I-I w (/) -a. l ~ ...., ( u 0 ' w .... ., :I: I\) 9 C1I 7 u "" <( ,l:i (/) ~ ~ ...... ~ 0 ~ -ti !'I,) ~ (11 ~ C cAST 1RON CAlVAN1ZEo GRATE. ,H-20 ;RATED, ADA COMPLIANT IN ALL AREAS. !OP[NINGS 1/2" MAX M_EASUR£0 IN PA_RALLEL TO DOMINANT DIRECnON OF \ P£0£5TR!AN TRAVEL ;cONCkErr-- -1BASE '(560-C-3250) (rYPICAL) ' --------- QEP rH VARIE:S (18" MIN.) >TEE/WYE (OR Igo• BEND AT ENO OF L!NE) li{VERT ELEV. (IE) PER PLAN TYPE 1 OUTLET1(PVT) "IE:" MORE THAN J6" BEL.OW "Ta" NO SCALE ,,,.---BROOKS 80X OR EQUAL I INVERT ELEV. /£ PER Pl.AN Q.. Q. ·I PIPE SIZE ANO) TYPE PER PLAN. TYPE 2 OUTLET (PVT) "IE" LESS iHAN J(l BELOW "TG" NO SCALE N0TT::S: PROVIDE ALL STORM DRA!N' INl.fTS AND; CATCH BASINS W/Tfl/N THE PROJECT AREA WITH A STENCIL PLACED-WITH PROHIBIT/*£ LANGUAGE: SUCH AS : "NO DUMPING -DRAINS TO OCtAN") AND/OR GRAPHICAL ICONS TO 01sqouRAGE ll.LEGAL DUMPING. GRATES SHALL 8[ stcukED IN ·PLACE: BY f}OLT~ OR SCREWS P[R ,MANUFACTURE'$ RECOMMENDATIONS _ ----I CATCH BABIN (PRE-CAST CONCRETE) .. ' ' NOT TO SCALE _ WIDTH VARIES PER PLAN . FL;OW THROUGH Pl,ANTE:R NOT TO SCALE 1/2" R :24' NOTE: ·FoR ALL OTHER otTAtLs ANo f•ioYts StE Sbkso c-1 GRATE PER NOTE J ~ /2"X12'~ \ F1NISH GRADE Jn'·'-'!Tr'f NOS 1230 lOW PROFILE ADAPTER 1 ~ 1 -------6" DRAIN UNE -SEE NOTE NO. 1 r7c---NOS 1223 ADAPTOR l't---r, 6"X4" REDUCER 'AND 4" DRAIN I I I I "---UN£ -SEE NOTE NO. 2 11 : : .L__T/£ INTO MAIN DRAIN UNE NOTES, X usE 45' ELLS, go· SWEEP ELLS 1. USE A 6" LINE IF MAIN DRAIN OR 45' WYES (GLUE FITf/NG UNE IS 6" OR LARGER IN SIZE. TO PIPE) 2. USE A REDUCER AND A 4" LINE IF MAIN DRAIN UNE IS 4" IN DIA. ,3, NOS 1212 GRATE IN LANDSCAPE AREAS U.O.i1. NDS 12308 SQUARE SOLID BRASS GRATE FOR PAVED AREAS. 4 g~A £&~Et~A~~rf~Jff3~f&?u!fc~L;f&o~i/hiLJloNs. AREA DRAIN NOT TO SCALE: 71 111 SUBORAIN PIP CONCRETE CUT-OFF WALL CONCRETE CUT-OFF WALL SOLID SUBDRAIN PIPE SECTION . ' 6" MIN PERFORATED SUBDRAIN PIPE --: --=1 11 =11' ·.: : ~IN (TYP)=1I1 Tll=-' -m -1, ,_ -, , ,---=1m1 I Im=--,. PROF/Lt NOTE, CONTRACTOR TO CONSTRUCT CUT-OFF WALL AT DOWNSTREAM END OF ALL PERFORATED SUBDRAIN/FRENCH DRAIN PIPES TYPICAL 81,/BDRA/N CUT-OFF WALL WHERE PERFORATED PIPE CONNECTS TO SOLID PIPE NO SCALE 6" CURB PER SORSD G-1 AB ['Mpoli=lED ROLLED CURB DETAIL J ROLLED CURB TRANBfT/ON DETAIL K C-4,2 6' VALLEY GUTTER DETAIL NOT TO SCALE C-4.2 NOT TO SCALE NOT TO SCALE PAVING PER LANDSCAPE PLAN3 FRENCH DRAIN NOT ro SCALE 1/4" CRUSHED ANGULA CHIP BETWEEN PA VERS 4" PERFORATED PVC PIPE 1NOTE: INSTALL GUT-OFF WALL PER RSO owe. G-22 AT DRAIN OUTLET" AND BETWEEN PERMEABLE PAVERS AND PUBLIC DRIVEWAY APPROACf-1 PERMEABLE PAVERB NOT TO SCALE FINISJ-iED SURF. C[ = FLOW UN£ E\£V. + O U5' · AC AB TOP OF BASIN ELEV. Pm PLAN PONQ/tli/WA TER SURFACE ELEVA T/ON EQUAL TO TOP OF GRATE CATCH BASIN AND TOP OF GRATE (TG) PER PLAN l 4" Pf.RF PVC@ U,0% REMOVABLE THREADED ENO CAP IVl1H DRILLED ORIFICE AT PIPE FLOW LIN£. ORIFICE' SIZE PER f'~AN PIPE OUT PER PLAN IMPERMEABLE LINER MIRAFI NT100 OR EQUAL 4" PERFORATED SUBORAIN SLOPE AT 0.5% MINIMUM. /[ PER PLAN. PROVIDE CLE:ANOUTS AT END OF LINE ANO I 00' O. C. (MINIMUM) CONCRETE GRID PAVERS SPACED PER MFG FOR PERMEABILITY. J 1/2" MIN THICK COLOR AND FINISH PER LANDSCAPE ARCHITECTURAL PLANS. SURFACE SHALL COMPLY WITH CALIFORNIA BU/LO/NG CODE (CBC) 1/24B.2 AND /1JJB.7./ o" CURB PER MOD/FIE:O RSD G-1 iMPERMEABLE LINER MIRAF/ NTfOO OR EQUAL AT £OGE CONO/flONS. MIN 1Bn LAP AT JOINTS GOETEXT/lE COVER BOTTOM AND SIDES OF BASE . MIRAFI 160N OR EQUAL ASTM NO. 51 ANGULAR OPfN 'GRADED AGGREGATE COMPACTED PIPE THROUGH LINER WITH WATER TIGHT SEAL IE IN PER PLAN BASIN BYPASS INLET PIPE WHERE OCCURS IE our PER PLAN FLOW THROUOH PLANTER BABIN CATCH BABIN DETAIL NO SCALE P£RVIOUS CONCRETE" " ' ,.c ~ ~ ,_ t~IL I I i 11~ -111--11 1~ .. GOETEXT/LE COVER BOTTOM IA/NO-..: ·l_/_l_'._l I{/~ , S/D[S OF BASE O 1[ 2 M!RAFI 160N OR EQUAL t') COMPACTED SUBGRAD£ \ ASTM NO. 57 A_NGl)IAR OPEN CRAD£0 AGGREGATE COMPACTED 4" PERFORATED PIP£ *NOTE; INSTALL, CUT-OFF WALL AT DRAIN OUTLIT VEHICULAR PERV/OUS CONCRETE OCCURS AT NORTH-WEST SIDE OF TRAGK NOT TO SCALE SIT INVERT J~ ABOVE BOTTOM OF TRENCH " DA1E. CITY OF CARLSBAD w· f-----+--+----~-----+--------+------t------t----J ~'O~~~s=====~ ~ ENGINEERING DEPARTMENT f---t---+-----------------+----t-----,f-----1---l GRADING & IMPROVEMENT PLANS 1 DATE INITIAL ENGINEER. Of WORK REVISION DESCRIPTION LA COSTA VALLEY MIDDLE SCHOOL SITE DEVELOPMENT DETAILS -:-:J~~~'j,~~~t;,PP~R;,O;V;E;D~, ;J;A~SO:N~ S. GELDERT cc ~ • 3·3•/5 ENGi ERING .MANAGER RCE 63912 EXPIRES 9 30 1 DATE DWN BY, csw ·PROJECT NO. I DRAWIN.G .NO. f-D_AT_E~_IN-IT_IA_L--+_D_AT_E~_IN_I_TIA_L_, CHKD BY, j)tll.. PD 14-01 481 7.'• OTHER APPROVAL CITY APPROVAL RVWD BY: .-M ...I I-0 zu 01-o-:Cz <( -c::: Uw () ZI-ci :::> Cl) Cl) :E ~ ->-a. (/) oc _, wo D:'. t) I-...I ...I ...I so ...I w <( z (!) 0 <(> 0 _, >w w w:c () D:'. -u "f( C <( Oen m It-w w _, Z:c ~ !:: _, 0 <( (!) Cl) -'2 Cl) :c .I /DENT/FICA TION STAMP DIVISION OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES A# AC ___ FLS ___ ss --- DATE REVISIONS DESCRIPTION DATE /\ '\ '\ /\ I I SHEET TITLE DETAILS SHEET NUMBER C-4.2 Joe NO. 20'13"40117 DATE ·[-14-20'14 SCALE rl/lS OQCIJM{!NfCONTAJNS /NfORIMT/0// PROPRJl;i {ARY ro /JVl;i INSTJTIJrlONAI.. ,'/'IG. Af/D IS fUfl.NJSHED IN CONf/Df,WE FOR me uwreo PUAPOSE OF E'IAWA11Q.'I, /j/[){}/NG OR /f/:;V/EW fr/JS DQCr,!MliNT Oil ffS CONTENfS MAY /'JOT ae USEO FOR ANY OTHER PUl'!FOSE ANO MA 'f 11or 6E. Rf;PRODUCED QA DISCLOSED TO QTHeRS WITHOUT TrlE PRIOR WR/ rr&I CONSeN r Of r\lVE INST!TUTIONAL, INC. ALL R/Gi/TS RESEEW!W, I<) COPYPJGflT 200~. 6390 Greenwich Drive, Suite 170 Son Diego, California 92122 tel 858.554.1500 ° fax 858.597.0335 www.fuscoe.com ' "" T"" 0 N ~ T"" T"" 1-w ~ u w :c (.) <( Cl) C I I I I I i I ·• !~· • if :~ j'~ •J Iii I § I ~ I I I I I I I ! ,r-: ------~, I I I I I I I ' w ~ ~ t 8 u " en ( rn 0 1~H~ o D m--; ~: ~ Ul j; c< m O • ,;o., i~z m :e~ ~~~I i rn D ..., :0 rt! -o rg~ "z z m I w ~ I Cl I 2 Gl 2 C s: m JJ Cl JJ ~ 2 G) 2 C s: Ill m JJ Cl JJ § 2 G) 2 C s: Ill m JJ / C ~~ G)~ .s:i,. 2 00 Gl ~2 I C ..... s: )>oo m JJ /!~;±"'~---~--- '] ' j, h r I NOTES.· ~l 1--ht!N---1 -~~ NOTES: 1 •.•• ,_!'!ASE OF STABILITY FJLL TO 8§,-a fE:ET INTO OEN(;E, FORMATIONAL SOIL OR PRQF'j:;RLY COMPACT-ED FILL SLOPING A MINIMUM 2% INTO SLOPE. 2 •..•.. s"fAEIILITY FILL TO <IE GOMPOEED OF PROPERLY COMP/ICl"EP t.iRNJIJl.ARSOiL Wm! M,JNIL'.1uM SHEAR OF ~=30". G' 200 psf. ~ .... ·.1~.l~TAl,.L Gtl/MNEY DMINS lO Bf'. Af'PROVl;D"PREFAl;lRlGATED CHIMNEY DRAIN PANELS \MIRADMIN. TEflflAI', OR EQUIVALENT) SPACED MINJMUM 20 FEET CENTER ·ro CENTER OR 12-INCH av 24.!NCH SLOTS F,ILLEO WITH FILTER MATERIAL (SEE NOTE.S). DRAINS Wlll SE REQUIRED WHERE MEAS OF SEEP A.GE ARE ErlCOlJN rrneo. uore 1 7>-FINl!;IIE,DGRf\OE;: //, T UNDISTl)RElED FOmiiATIONAJ.. so< 4 ..• ,FlUERMATERIAL TO ee 1-iNCi I, OPEN-GMO.ED (~f{\J8HED Ro-c:.a,; EaNCLbSEf.l 1t1 tiPF'Rf.lV!sO F1.Li"ER FAilfilC. 5., .... c"oLLECTORPIPE -rO el; 4·1/'H,H llilNI.MUM DIM1EfER, PSRF0RATEO, THICK-WAl.LEil"i>vc sQFd:1 QR Eau1vAL.ENT, AND SLOP!i:TO DR/IINAr 1% MI.MLM!JM TO.APPROVED Oi,ILET, 6 •..•.. H<'l(il-iT: ;!0 FE<:T; K,EY '11/(0rn: ;?.O FEET. 7 ...... FILTER FAePJ6 Mll'Afl 1-1.0N.OR E':QUIVAL~NT PRdtilJCT II ...• ,BOTTOM OF m,l:NCH S.f-iOULO 1--iAVE A&LOPE OF 0.5% TO APPn.OVf'D s·roR!,1 DRAIN IN~<er t-lQSCALE TYPICAL STABILITY FILL DRAIN DETAIL -·-· GEOCON ~ lA C:QSTA VALLEY HIGH SCHOOL 1/.'lOO}tPOBA'l'.$D ANU ATHLETIC FIELDS GEOTECHNJCAl ■ ENV!RONM~NTAl Iii 1'1\ATER!AlS CARLS~AD, CALIFORNIA 9960 FLAN01;R5 !:lRIYE-·SA.."1.DiE.GO, CAUFORNlA °,'ltzJ-297 4 Pk(JNE 858 ~5s-6900-fl'IX 858 55.8·615'7 RGIRJ\ I . I QSK/CTYPD DATE 11-04·;!013 I PHCJJECT NO 01644-42-01 j FJG,22 $TAB/LfTY FILL DRAIN Dff A/L CONCRETE BROW DITCH PER RSD D-75, TYPE B CONCRETE BROW DITCH PER RSD D-75, TYPE B VARIES 10' MIN 2% -1{,.,'/';'✓ I 1:~-1.'"T 10' a· I EXISRNG GRADE CONCRETE BROW DITCH PER RSD D-75, TYPE B - CHIMNEY DRAINS & COLLECTOR PIPE PER DETAIL O/C-4.J STABILfTY FILL DRAIN DETAIL NOT TO SCALE VAR/£S 10' MiN 2% - 10' EXISTING GRADE CONCRETE BROW DITCH PER RSO 0-75, TYPE B CHIMNEY DRAINS & COLLECTOR PIPE PER DETAIL D/C-4.3 STABILfTY FILL DRAIN DETAIL NOT TO SCALE EXISTING BROW DITCH TO REMAIN STABILfTY FILL DRAIN OETA/L NOT TO SCALE • I FINISHED GRADE SWALE PER DETAIL J/C-4.1 ~ i 1--' ·-,"-1-::1 i I li';-=-1·-· I -·--1--1 -------1 I ~1 i 1--: i 111, ...... ,1 -•·""I I ·---1-----111=--=-111=--11!--=ill, 1-LI' -ffl .!_c1T1-···--Ti·t---•·.-1Tl-···--TTT DEPTH PER NOTE 1, DETAIL 0/C-4,3 FINISHED GRADE DEPTH PER NOTE 1, DETAIL D/C-4.3 FINISHED GRADE SWALE PER DETAIL J/C-4. / SWALE PER DETAIL J/C-4.1 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION \ DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL GRADJNG & IMPROVEMENT PLANS j 1 :i DATE SHEETS 25 LA COSTA VALLEY MIDDLE SCHOOL SITE DEVELOPMENT DETAILS _:.._ .L &MPPROVED: JASON :i, _cjL,o,~T ENG EERING MANAGER RCE 63912 EXPIREo 9 30 DATE OWN BY: csw CHKD BY: --14.ik. RVWD BY: PROJECT NO. PO 14-01 DRAWING NO, 481-?A 11ILJ I I I t I I i; ..J I-0 zu 01-o-:Cz <( -~ Uw 0 ZI-ci ::> ti) ti) == <( <n ->-c.. if) 00 .J wo O:'. (5 I-..J ..J ..J <( -o ..J w =>o z <(> 0 .J ffi :c w >w () O:'. -u <( 0 cli 0 ti) 1-w l1J :J Z:c ti) I-<( <( (!) o-() ti) -u Cl) :c <( ..J I ~ l B tl cl ll ":,J I mo ~ :o □o j EJc ~1:1 ~ w"' I~ . 2 " , Gl ii~ z :S z~ 2 oC ~ CI C: ~.□ ¼} m 1J s: ; ;:;_m T Bl s: OJ uz n, z ll m m D I jj I I•' ~ 8J::: , · • I~ Oc~ i' •I '·~ ft; I I fil I ----· I I I I I I m ,, ~ C7 tl D I 0 i TI :,J ,~B "c ';:J Cl n~ iii'""' ' 2 " . ~> Gl ~ 0 z a "m 2 ~ ,E~ ij 'S::T C: ~m----· jmD s: .... iJ ;:H ;% <il), f l'JJ ~ OJ I\J z n, z ll m m 0 ~QfES.s10,y ;!,+~~ V, ~ " 0 fTI Iµ w G) fTl ~ No. RCE 3608.3 ; EXP. 6-30-16 -J>-:;,li Clv1\ O~~ {:' OF c;,,1_:f i> IDENTIFICATION STAMP DIVISION OF THE STATE ARCHITECT OFFICE OF REGULA T/ON SERVICES A# AC FLS ss DATE REVISIONS DESCRIPTION DATE ·-I tl I , I 2 I Gl I 2 C: s: SHEET TITLE [IJ n, 'JJ DETAILS SHEET NUMBER JOB NO. 2013-40·117 C-4.3 OAH\ 1~14-2014 SCALE I , WIS DOCUMfiNT CON rAIJ'IS INFORMA T!ON PROPRJ(:; rmy TO <I/VE !/\/STITUTTONAL. INC ANO JS FURNISHED IN CONFIDENCE FOR THE UMm::o PURPOSE OF EVAWAIION, li!IDDINO OR REV/E,\( THIS DOC(fMENT OR ITS CONTE/ITS MA¥ NOT li!f'i. UBEO FURAN1 OTHf:R PURPOSE AND MA I' N-OrBE fl£PROOUC/i:.O Ofl VISUOSEO ro OTH£R-'> wm1oor THE PRIOR WRITTEN c;aN/;iENT OF ,"11\IE INSTITUTIONAi., /NC. ALL R!OHT'J RESE:RVIID. ~ COP'ff>JGIIT 200~. I --.--· / "I:!' "'"" I 0 N ';'Ill • • FUSCOE --b .... ...: E N G I N E E R • N G 6390 Greenwich Drive, Suite 170 San Diego1 California 92122 tel 858.554.1500 ° fax 858,597.0335 www.fuscoe.com . ~ I --"'"" "'"" I I-w w ,. 2l ti) 0 c□ I n ~ ~ mo ::I •□o u .... , gnc -■l1,, ~.~ ct w <O I :.~Ul CD G>2 I:;;. :c 0 ~> 0 ,1::1,,, Gl u ..... ~~z "' ~-E~ -ti 002 il:~T ~ u, 1 ~m--■l1,, C: ~:m~ ,..,:um I s: en ) i:·CJl• "Hll:s: -..JOJ Cl I ~ z )>S3 z m en 0 _, > ! r i. I ' -·"""'='l,» ~"~--, i';, ll0U8L[ ~NCfiilll ·Roos , >·- \ -/:·:- r-• ~ ... 'I ~ .\Jo,.. f ¼".¢ M,IICIIJNE EQUS ltl ¾" i!l .iiOLfS. rorAL {)f 8 BOl TS PER ANCHOR PLATE 6'-)".", r,• 3" ,ELEVAT'ioN END 'I\NCHOR ASSEMBLY (TYPE CA) _'(wo,;;; 111,s-t:.Mos ~hawn, <l~J-,;,1's ~imilo,-t,;,,-1i-,,-;., ll<mm ao,-,.-;~.-./ .sECnoN A-A SECTION-A-A (AJ-ii!i-n11tlve Typa 1 ) !Alte'rr,i:,ltlva -;Jpe iJ ANCHOR PLATE DETAILS ·NOTE: TYPE CLO ro 8£ USED AT ALL ·GUARDRAIL BEGINNING AND END POINTS. ' ~ r-,-:._ ft x iV/' St.OT .SE.E NOTE 13 ELEV.AT!ON RAIL ELEMENT SPLICE DETAIL •' --, . . ' - <J)~p.nnoct.trni .. :-:wor" l<JJ,ipe1 ~nd.c:,f 't_h<>_rall ;.l_ernoi!nt5. •.iih ')li'' ¢ X, !li,i" blJtt,;n h<;iad cVQI 'eh,;Ul<,er ,111/Q!;I bOltij IM<i<"te<J ,n'l('> .. tfW: _%," )( 11/~" ~Jot,s <1r,d,t;x:,lt,~,;J +.ci~,i,t/:ltr \flth '-'" :-' <"'fQe~aed r;1e,,1_ n11hl, Re,;~~$ 0-r hex nut pof,1h 1q..-ors{ nJI! ~1.umant. ;,,· rntq1. of IJ t;,Qlt_a'·11nd llutG on, Jo tie 11e~d <J!-eooh ro1 I ~pll,;;<i conr.e1:t!w1. b)The e'f\~-Pf tt)o <'oil .iia'llan~~ om tQ J.>11 ,;,vllr.lopped' in the cJ!n1ct\ori of ·troff!,;: !~ae !)atoll!). · · · oJ '/{heie _II rid; oop· · i~·. to_ Oil' o·tt,:i<;iill\l··+,., ··tne end ,or ·a roi 1· uie1~1;Jot, .t, -tg:a~~~ ,4 gr ·tn<1 @_ovJ;1 ()e\;crl~~\J. s"pllca tioJti, 911,;1 mit& QI"~ I -RETU/UI CM' (HP!': £Al FOfl 00\H:ILE fl-ffHE OEAU OR REH,RN CM' IHPE A) f'OR DOUBn: MOS. )} ENO CAP (TIPE A] fOll SW~].( MOS OR ENO Cl\f' (HPE TC) i'/,lr! !WIGLE rflRJE BEAM '--TAPER TO Fil "U" b"lt~ or ,;,1lp 011 afl<lrt en<.I o·F ,c;qt,l!t <inl)' "u" ool+s ti<Jht,..n~d t., 50 rt/lb torq\.le CABLE DETAIL A CLIP CONNECnON SECTION A-A TYPICAL WOOD LINE POST INSTALLATION Seia ,/'Jot·a -4 ~¼"_: !,&i~ PLAN ?'-'-.. I2+ ~:Jj,K l.'.:: ~, , • =lf..\. (q;_/'" 1Ya" SLOT f[tl HO!.~$., fJp ELEVATION RETURN CAP (TYPE Al I ~, >ti c(;u-.-r' I "'·''''~ I m,'.(.: '"~~~~~, P--o. s:;:,F\'., I I I I I 10 ACC~PAN¥ PLAHZ OMEI) --~~- NOTES: t. FOf t:,,p/cQI •1-,e of Jh)n fJr><t of <1nd Onchor, $Q9 Rl,IV/Ge<,l ~toMord Pion R~P A7,8E2. , 2. AIWl;or c<it>la .+o OfJ por<illel to n,llh,y for 11trol9ht rUfla of r<J I. AO<:hor c<:it:>le m,;ij /1'Jve ,,m1,1e point 1rr c)rlchor pJote lf r'ofJ lm:;1 fo ,;;urYeQ. J. Anchor r09 lv.JOK~ t,;,'b1t /r, c,;,r,toct .!'ith ,;inchor reinf11rr,em1mt 11hen i;oncteh 1" p1m;orJ, W/r<', +lee ,m:;:,i, be uso<I fo · pos.ltlor, ,.mchor rods. 4. ·single '2:idttd rqtllo(I lnetoll □timw rvqulte·only <,ne Ofl<.nQr ploh, einch<>r r,;,d -On<l onchor cqble. Sln9l0 .r,l<le<J roll Ing 1111! no+ hove <J <"all e_lam,mt <ir bl<Jci:r.()Ut,; ,on ~~cr~~tl~1gi ~[~:.po-st, 011 stu:1·~n "' 0 -C, "' '" < "' m 0 "' -l )> z 0 )> "' 0 "' ..... DOUBLE ANCHOR ANCHOR SINGLE ·Roos ANCHOR , STATE OF" CALJF"r.lJlM!A D.EPARTW;/fl QF '/RANSPQR[AlJO/{ MET AL RAILING END ANCHOR ASSEMBLY (TYPE NO_ ~CALE CAl . , . RSP A11TI o,m;o NCiVEJJDER ·j!;, ·201 J ~IJPE.R.,~OES _RSP HHI DATED JULY 1\1, ZOIJ 'IHAI SIJPPLEMEN.TS fHE. STAIIDARIJ ~LAHS BOOK llATED,2010. I REVISED STANDARD PLAN ASP A77T1 . ~I,, C"'-JtH• I ,~,,1~ .I rni .. .,.,,, r, r' l.,.'lsi~/-!-:. I I I .I I I, ror ®tolls of ~t?.al Post l_nSt,:i,11,;rtlr:oris, ai1,.1t fl.ijyiGad ~t()J1,;l<Jrd Pl<;in 1'$.1' Ar1L'J;., 2, 1-'or de·h;,il3 of si<ln<,J<ird hord·~oro um,d 'jo -;,omitr•Jct MC~, ,OJ,e Rev]~11d St<:insillrd i'lO'l RSP A711H. j. F"<,lr" ',11ttr.ill1.! of_ ~COil P9$,~ <Jriq ·•,fo[lc:I OIOOkS UirnO tQ .Q<JO\l"f~i.i"t MGS, ~"" Ravlsed SfonddrQ Pl<Jn flSP <\'l7N.1,, . 1,_ l'or <Jdt;Jlti<inol JnU11ll,;,tTon <.111t<.l(J,i., t-J!t f!av·t~od S·roriaClo:-d Pl<.m !lSP A.'11/t;I; · · · · ~-l.1GS i:;,ost ~i,,;,clJ•g to !,i,_e;•-J~ 11011Qter to <:0iiJ11r, ~xcept ,;ii ,;,tnerdse n,;it1:Q, G, :%ciM~~rtJtit·J%.;>~6i~ }1~n!~e A71P, A"f'/_Q ond ·7, If ,ulltng Ta eonno~+ed J-,:, :r~rmlna,I SY6t<al,n <1n,i•tn;1.0Trn<1nt, v~a :w· hel9ht ·forrnl11<1I e~st11rn 1111c·-treot1Mnt. 8. Fqr MGS 1tn!'.l -~o-:hor" defoillJ; ~·ee RivJaeo s"fon1:ktr<>"l'l~1ii /l!.P /l._77$1 ond RSP A1H2,' ' . - \I. ,;1~n;ra;~1 ~e10~f n~is .,,½1i~!tlon tO brl-Jge ;-Qtl Ing, ~ei ,/leV 1iiQd ·[0. t,:,r oddltlor.<il,d11t.;1IJ6 of MSG.·conm1c+l0<1·+ti·lirldgo ·(olllng, .we Rwv '>'19 St<.>rtO<.JnJ l'l<Jni-l-lSI' AHIJI, RSP ·A711J2 <.1n¢ fl.SP /flI'fl, ll. ft,:,r !<GS '<_11nne.;tion,det<Jlla, t<J obl,ltm111it8-ond woll'l", ~u· R<JVIQ11d S-t-:mdord Ptan FlSP 'AHU~. u •. ror-typloor·l¥.;s <.lol ln\Xlt !Qn.ona ·d. l.l<.a po9·itro.ning !'/etall'l, ,;eo llaVi~'ld 5CQndord Plan RSf' AT/1!4. 1.}. -~lo"ttoid holoi'f:tr bol,te\'.I corniec't.lon Qf-rali'.a_lamarfr.to l;i'to,::k p,KJ_p-o,,,t. ~aa 'S-,tjlon rhr'-1 R<!!l Elt1m~n+"; · !1,•SJoited t•oles t<Jr ~pl!G" \x>lt~ fo ov-t:r!ap unci~ ~1 ,cii1 e_lermmi:, ~!le ''S,:ct!on n1n,1 Rqtt Elorn~J•t", 1?. ·A<.1dlrl<.>nol l'Ql11 ir, "f'P~rrno~t p9r_tiQn <.J_f li~'i'! p03'f 'ts for,.poienti<1! r_utur11, Qdjustmenh of r"<.Jilln~ haf,1ht, S~@ RO'• (~1::,j StQM.lor<I Pion !J~P A17N1 • STATE, Of ·cAUFORN!A DE,PAIWtlEtlT.,01' 1/lANSf:'?RfAflON MIDWEST GUARDRAIL SYSTEM STANDARD RAILING SECTION (WOOD P.OST WITH WOOD BLOCK) NO SCALE . RSP ATIL 1 OATEO JUL y· I~ •. ~01 J .SUPPLEMENTS STANUJ\RU' PL.A.NS SO\)~. OATEo: 20 I 0, I REVISED STANDARD PLAN RSP A77L1 I )> z "' "' "' )> ..., ., -l ... ,,., g 0 "' '" < (J) m 0 (J) -; )> z 0 )> "' 0 NOTESi I ' AODI fl<J/IAL MMA-1)1;<£, HP!'. ,; ~-~{)' Min, SEf NOTE a 1. L,ne )XISt, b!ocll;s ond honJwor~ lo.be u3ad or,1 B!Y.>Wn en Revlsed'Sh,ndoqJ i't<Jll3 IISf' A'/'/L1, RSP ,,:rni, RSP ArlUl, ASP A"/Wl ond fl.SP A"/7112 . ~-l.GS po~t spodng to tia 1','~.J" c,mter to cen1er, .t,tce::,·I os "'thanii\la notijd, ~-E:tcepl as rmiad, line µost3 on, 6" ,1 6" x a•-o• ;,,ood ·~1th Ii-" x_ 12" x 1'•2'' 'No,;,d bloo:<.1. ·11~ >< JJ,5 or 11.'.i .,r. \l ueel PostG, ~·-o· in leogtf!, with ij"-,: lr X 1'~2' nofllhe<I -~o,.,o bloO\\!l. "r plust!~ b!,;,c_ka rno)' IJ" Uo"d foi:-$''.x a• ;i 6'~Q" •~<l□d poij·I wi.rh £," t IZ" x 1'-Z'' wwd olo,:r;,.3 'Nhw-1,1 oppll~obi11 w,,;i when Jl)Ocrr1~<;1. 4. Loyoot TJfffl3. 110 throuih l \L, shO'l(n on th~ A7"1P ,S.iriijs ·of St<Jndor"ci PIOMi <1re "fYPl<>ollY uas>d ·~r,ere MG~ ill re<:omrnen,Je-d to ~hlsld t,111!.lonkmel'lr :01,;,pea and,;, cr,;ia/l',Vorth:r 31" an<J l-rootfllani Js raqutr~d for bo-th <Jtr,;.c:Hone-of +r,<lHlc, 5. ~I" ;,,~Jine. t,irrnlnot -i/St<11n 'Ind tn,qt1n.,nta Q~'I 1.1_ss<;I wtiar'.' $it,.. ,;,onol·rl◊n& will r.o"t .010,;,m,m<,®te Q f)Or"ed ~nd tniat,ne,d, ti", Tho typa .[If :SJ"' te-rml_nol syst,.,m tmd treutm~nt to Im· usM w.l!J be ano·~n <Jn the Project_ ~l<Jn@. 7, Oe~end,..,.t on ai ~a ,;;andl-tlon" '(embant«nonf ,he>ght, o•id ~1d~ ~ lcipo), coiistrudlan _of <Jr.ldHl\.ln<Jl,M(iS (len,_th ~qo,i,;,! to ·m1.1ltipl~1 o·r !2'-~" 111th ij'-~" µo,~t .~IX!Olngl IMY-l>sl o,cjv,ls<1Qle, I I I I I rQ ACCOW'IINY i>LAN'.I OA!W ----- __ SfAT~ OF CAl.JFORNJA 1)£,PARTJ.j(fH 1)1' TRANSPORl.o,lJOfl MIDWEST GUARDRAIL TYPICAL LAYOUTS EMBANKMENTS NO SCALI;: SYSTEM FOR e, '~hure pla~ew,nt 6f d/ke i~ .r0q,.il;~d 'tilth MOS im;;rolloriOna,·~ija fJ;.av.l111td srondord Pl<Jn 11:Sf> />,77/'M for d (<;e po;rtl,;nlng detg!l>i, 8,5P .\77P2_0,\JE!)_.J_ULY 19, 2013 $tJPPl.f.M[tHS-rHE 5-TANOAfl,D PLANS-8001\ DA!ED 2010_. NOTE: TYPE IID TO BE USED. I I REVISED STANDARD PLAN ASP A77P2 N.OTE_S: 1 -p ,---,-----, v:.paa~~"~"' POST KNOCKOUT PLAN dETAIL SECTIO~l /JrA t rH!S STANDARD ORAWIN.G SHALL BE USED WHEl'i GIJAADRAIL IS INSTALLED ADJACEN r TO CUFl6, GUTTl;R,N--JD. S!QE;WALK THE POST KNOCKOUT DErAIL DOES NOT APPLY WHEN GUARD.RAIL IS il'ISTALI..ED IN A PAfl_KWAY. 2. -~EE CALTR,o\l:lS STANDARD Pl;'W::!. FOR ADDITIONAL GUARDRAIL DETMS. E.'111\1'"~ I _, "---~'---'--'---~----'-----~----1-=-----_J GUARDI\AIL SOM-130 ,.;,' INSPECTOR' 1------+----+----------~----+----t----t--+-----1 l~=o;:=.'.'\ =C=IT::::EJ~c:::;1N;='£==!:::;1Nc~~E==¾:::;A~=TL=M~=N B=r =A=D=\=·=•-.-=-:=:\ GRADING & IMPROVEMENT PLANS . /!\ DATE INITIAL DATE ENGINr,:ER OF WORK REVISION DESCRIPTION OTHER APPROVAL I DATE INITIAL CITY APPROVAL LA COSTA VALLEY MIDDLE SCHOOL SITE DEVELOPMENT GUARDRAIL DETAILS II Y 41 I I 'PPROVED: rJ Ill/I I JASON S. GELDERT 3,3. Js ENGIN(ERING MANAGER RCE 63912 EXPIRES 9/30/1/IL DATE DWN BY: csw I PROJECT NO. I DRAWING NO. ~~~g ~~• \)<:('... PD 14-01 . 481-lA - • ' .J I-0 zu 01-o-:c z i:i -0:: Uw z I-ci ::> "' "' :E al ->-C. <f) 0C _J wo cc -,: I-.J .J .J u <( -o .Jw z ::::> 0 <(> 0 _J ffi :c w >w u cc -u <(0 al Cu, t-w LU :::i Z:c en t-i:i <e> o-en -u "' :c <( .J 1,;;1..ofESSto_l\4: ~~Ms:,., ti~ ~' 8w i fTl * No. RCE J6083 ; EXP. 6-J0-16 "' .,-?:,;-, Clvi\ 01;-~ (_-OF er,..\..'\<: /DENT/FICA TION STAMP DIVISION OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES A# AC FLS ss __ DATE REVISIONS DESCRIPTION DATE '\ \ ' SHEET TITLE GUARDRAIL DETAILS SHEET NUMBER JOEi NO, 20"13"401·17 C--4.4 tlArE 1-14-2014 SCAI.E T/11/J OOGUME/ff CONTNNS /NfORMA T/ON PROPAJHARY TO J\(VE INST/TU flOMAL, INC. ANO /S FURNISHEO JN (;OJ/F/OENCE f-OR 11/E 1../MJTED PiJAPOSE OF EVAWATT0/1, IJJDDING OR REV/1,W. Tf/18 QOc;IJMEI/T OR. ITS COi/TENTS MAY MOT 8E USEO FOR ANY OTHER PURPOSE AND MAY NOT /3E REPRQOUCEO Of/ DISCLOSE/J TO OTHERS WITHOUT me PR!OR Wf~i reN caN~i:N r OF M\11: IN/WTUTION,11., INC. AL!. RJOHTS RESERVIW, © COP'ff,IG/IT ~(;0«. ~j]I -• • FUSCOE --lh ... --= I N G I N I E R I N G 6390 Greenwich Drive, Suite 170 Son Di!:!go, California 92122 tel 858.554.1500 ° lox 858.597.0335 www.fuscoe.com . 1-w ~ u w :c u <( en C I r.· I !, I . I ! " ,, i !I f( I I I l C ' Cl I z G'l 2 C: ~ DJ m JJ Cl i 2 Gl 2 C: ~ DJ m JJ □ D ~ 2 G'l 2 C: ~ DJ m JJ f I I ' ' . j t Ai' j~j. vi I =H ~-. h WI 9 ~ I ;!, w ~ z •'W'! '" !,! 0 ·~ ·~ " ,ie ~ ~ .. -~ ? :~ ·i:i r w Z• ~ ? a ~ ;!, 0 z ;!!,· ~ Oi r a r &l '"' a1 Q, " r, 'cl. '; ~, ~ w 0 0 .:'.S•i N 0 I ·~ g, / w > " I :g,i ;> fS ""5": 0 ~ ? ii >' I ~, ~·i ~ ~ ~ 5j ~' ~ :t ,:,_ ~ .. OR [1-1/2, 1 Slop, Uoilmlt,cl 61/Jrnm (2'). Level Sur,;:har9<J 51mm (1 ") • }~:'/J/1 t (V.ohlclo Trnfflc) 25,4mm (1 ") Chomf,c J.: ,.,... .. -;/ . ,~ eo,mfo, / / ( ~ ) r / Le\1el Surfo,;e rr . ------~. / -•'\ X _:]~ .li, Thero ahO!I. be 00 -~ loadlngs uxluml1ng 11 j t~ 1f EE obove lop Of ·wctl! ·:§ :'t: Er Within a cliston,;tt "kf •10 g, ~o equal t, t_1elQM of 0 g.i o ~ I u .. '«qll. i ;Q5mm X 0 X , (1 '-0") rriln, fYPE-A WALL I H/2 I (Apjilic-ob)e foe '" types of baciifil! loud.rng9) H/2+254mrn (1 O") TYPE-B WALL. TYPE-C WALL ,, Wall ExpC1n<1lon .jOint @ 9, f,fm -£;'' \ Flnl1Jhed (J0'-0"):l-' o,mtere (m61) \,.,-, / Ground Una aiid/or @ <cidu/i $lep. ' I ,l .,, ~ A 11" · !----E J',S -·L~!:11 R!!for,;u:ioo :g;... ~ ,.-.,-_ ___, ELEVATION WALL HEIGHT SASE COMCRETE 1YPE cu M -CF/Ff ~ 457r11m r-i'--6"i 1 '-O"' A 305mm .042 '" m J.50 '" ft. .. 6-JOmm (~'-o") :ID5rrim f' 0"' ,057 '" m • QQ OLl ft . B14mrn 3'-o~ 111mm 2'-4"1 1.41 Cu m 4.99 '" ft. 8 1,22m 4'-o" 86Amm 2'-10''\ .217 '" m 7.66 cc ft. l.'5'Jm . 5•...:o" 1.02m J'-4"l ,306 '" m (10.82 '" ft.} 1,83m 6'-o'' 1.17r" J' 10"\ .410 cc m 14.40 '" ft,) !}14mm J-9 457mm 1'-6") .106 '" m 3.75 cc fl. C 1.22m (4'-.0') 610mrn 2'-0") .170 co m 6.00 cc ft. t.52m (B -o"i 702mm 2'-C"i .248 '" m 6.70 '" ft. 1,83m (6 -Q") 914mm 3'-0"i .340 '" m 12.0.0 cu ft) N.OTE: Sea St<.iwklrd Dra•~iri;Js C-10 f,;r S81l!ion A-A, .nQtas dnd dGluil~, ... Re\'1~1011 B AoprQVed tlrilOll-lM Kuroheio! A4J IMrlQ T. '.l\ool~11 Optional~ cQ1lslM:llM '" jain\ 6" min ...._ qbovo ill•1e,t Dole f\EGIJMMENDW 6¥ TtlE SAi-! QIE~O 12/15 SAN DIEGO REGl◊MAL STANDARD DRAWING ]JE~l1$ _t;Q!,jJAITI!£ a:}/03 , • , I $/Q//~/)C3 GRAVITY RETAINING WALLS Ci:lllir~tloon H.Q.E. ,~., ,,,,, ELEVATION 04 ·!'J 12" b~lh 'ri~t~ ' b g4 e 12· bo!~ •~r,J~ llRAV1JNG . NUMBER NOTES 1, Se,;, G-1 IA & D-1113 for 't1ddi1Jon11I note~ ,311,d dateils- t-9 'l. When V t.iefffldS .r, ~iepi;: ·s.iwn ~JJ in~t~d. s~v D-I 1A /Qr dut~I!~. J, Mointuln i-1/2" cloot ~podng b@(w~en 1ej11fi.ircing qnd c,;m~r~I~ ~~rf<P.;P., ,}. !ncroos,, ln \lllo·~,.:~lo deplh s~b)ed to fl?l)fo..,QI by k;eMy, t. S<>..¢lkm /\-A ~Jio1r~ 3 ~iteil und ,hQI rwt irnpt/ \i,,1l on iolerk)r '~OU fa \,o O<I bull! f9r th'J ~,r~rl>JrE>s ·uilh with ®uble or tciple frarrn: ,iod grate. 5. E.tpose<.J erkjes ol concr~le slmll Gil roun<Jed f1th r11dl•J, or 1/2". 7. D<:~i~mJ(., \ypu ',)~ lo\l',)11~: Sbgle G-l, Double C-2 or Tripl<J t-J.. 3. Ootj ood C-Coril19 \,in,lu ~iioU J,11 u~etl, S<le-0-l:'i, . .,;~--~~--see o-n qn,J o-1r, for i,(1Jm1 one! QtrJ!<J dfl'lqi!s 0 _.,.-fkr, ~h,;,-.r1 ·1)11 pion:, / 2'-U" Singlo G l J Rll~isioo B AP!lfoved "' ;,:;~rcn~~ Md lhtrl~ r, StoolOI\ !ttf.,.m<ll\w t. ~Wl'\Q.n E<Jltl'J r. S!<mfon Eil!ttd S. T. R.:\jdoc 5' llilubl 0-:l 1• Tri le-G-J SECTION A-A O~l@ 11 }5 t:i/\N cilSGO ~S~tON.AL STANDARD D6AW1NG &J/IJJ OJ-4/U~ 02/0~ CATCH BASIN · 1'YPE G OJ/Ii LEGEND ON PLANS [111111111 :=::i 0-08 CONCREfE CQhCrale 3hqll be 332 kgjM' -C-22,Mpa (560-C-3250) -· -J:..-.-Top '"""'"' If ''"'"'' ·•1•-- DES!GN CONDITIONS ~·•<:''··'·--=-~ Filler ·Moterlol: 25.4mm (1") ;•;~,1'/!!M'J<$'~, h cl 11' 'Molls gre i.o be 1,1ued /or the loo,:llng <.:ondllione (;ltl-own for ecioh type 'I/all, De-sign H moy bo Xctie-ded by six Inches bt1fo.r11 going tQ n,;,;d o1lze. :'" 'z,,;,.,,v I mox, crua e -a,nre\)ate . ,., cl,I , m (4 cu. -/\,) rilin ot eo.ch droJn. DESIGN DATA f<:J "'·5,3 MpQ (1.200 psi) F',;; "" 20.1 Mpo (3000 pat) f;:orih = H.l22 kg/cu m (120 pd) 102mm (4") 'dia. drains with 6.35mm. (1/4") rjalv. wir(I mash screen, 2ClJrijm (8") qboV1;> GL!Wlda gro•,1nd surla<ie, slope 13mm ( l/Z") per ft. L◊co\tl ,;lrniM @ 4.6m ("15'-0'') center la c,;rnler ar as dlrode,J by the Engineer, on<:/ eq11lvu/,.ml flu!d prEtsi;rura "" 17fl. kg/sq m (36 p>Jf) per 305mm (foot) of hoight Tr'PICAL ORAINAGE WHEN H I~ GREAIER JlliN ),22.m (4'-0i Wolls shQWn for 1-'l/2: 1 u_nllm_ltad s)Qplng eu,;horge <;1ro Qeslgned In qccordom;e wlth Ronkim1'3 Formulu f9r unllmlted eloping in.rnhorga with ¢ ~ JS )Jm (42'). ~lote: Moximum toe pre«sUr,;i under W<:111 lootit1g "" 143.6 ·Kpa (1-1/2 lonahq. fi.). Spl'lciol di;algn required where footing rnu\eriol ie incapuble Qf sUppor\lng 'Ihle Pfl!$SUf!!. rnmm .(1/2") Exponaloo Joint. iill with premolded qxpan'.lion ,joint filler. Locc,t1;1 Jolntli q\ oppfQX. IJ, 14m (Jo'-oh) oontera or as direoted by -the Englnel'!r, i::XCAVAiJON AND E!AC!<FILL Carnpocllon of bac:-..ft!! malerkll by )t.1Wng 9r pt.mcling with wu"\,;ir will nal be peri'nltted, Eooh 'loy~r of l,qckflll Sho.jl Qe moisteno;1d as <;lire.cl11'J by th"' Engineer cmd lharol.lghly lamped, rolled or otherwise compacted until !he ro.la\lvl'! c,ompqc\Jpn j3 no~ leaa than 90 percent. SECTION A-·A . No;, bQokflll material ~hall 01,1 <le-pqµiled. ogqim1t ·oow;rete re_t'll.nlog Wall!> urrl.il )ha concr6\e has developed Cl a!r,;rngth r;if 17. Mpo. (2,500 pSl) ln cOmpr~aofan oa detarrnlned by h11;1t cylindere, or l)ntil 28 Qoy!i uft1;1r 'HQII hq~ h<n:m placed . 60mm '(2-.3 i.f') min, 950mm s (,/o") ,;,. 9,53mm (J/&") . \_SPII\ p~rmilllld RUBBER WATERSTOP IJ~~ onlr when \'/Ot61i.!~h\ Joa, I~ requlr-0d, R\ll'Mon B Apprwed Oate ORIGIH l<ar~Mval 2 5 $AN· DIEGO REGJONAL STANDARD DRAWING GENERAL NOTES AND DETAILS FOR GRAVITY RETAINING WALLS l Bond do11n 1 ~-(t~p) lYPE X PLAN X y PIPE OtAMETER (OJ} (Se~ tlQtij 8) " ,. " Kl ,. DlfJ'JOI\Q\ bQfll ~-,f4 Qg,~---1,1° U<> tr; J.9" 4:2" \9 41:!i" 51•• 1<:, oo· 6J" to 66" 69" (,;, 78" Round!ld pipe. i!nd~, :16'.I 1)-6'\ ' ·~ --..-Irr---JO D Lop x SECflON A-A NOTES 1, S~,;r D-·I 1A ~ D-11B i!lr -udtliUonut' no.W;~ and def.oils. 2. Cooctel-e b/J$!1 ~hoM !;u 500-C-3250, .3. /\JI pr,:,;ast compoMn\a ,MU Ix, rei,11foo:~ ·tl\h 1/4 • d111mol~( ~,~81. WQUrnj splruliy Q/l 4 (811tW!I', 4, AJI j,Jint, sh<ill 1,-, ~-.I in C!<.1s~ C rMrlut. 5, Muinl<.iin 1-I/Z" _cl9or <;J>O')fng b,;r\"~oen ,~tnfurcin~ ond cu11~r4tle ~urfocf.r unl11~, Qtiler-Mls11 ncled. 4' 5' ,. ,. ,. 6. Ujloi;,id <1dSM of c;antre\.e shull !Je r,al.)r'](Jttl '·•ill• -, 1<1diu3 of 1;2•, 7, Monh0~ <;IJ'lij/ to ba m•'lli~<J ~:S!orm Drum•, ll. Madiliwl!on!! b °Y" dimen~io11 •~qulr<:d ii Jllp& (02) ~c,:ijtj, J9~. -5" 9, If tooslrw:tad odja~enl \t:i ,!dell'alk, to~ 1r monhole lo-1ml~h side'/1alk ,lope, 4' •• 4• ,. 4' 1 neco1.1~E/-IDEO eY THE ~AA OltGO RE(;IQNI!.. STANPArm~ ~Q\!MITTI;E ' , .. ,. ,. ,. ,· C-10 Au_gusl 2000 $eQ M-J for fflonha[., from~ •;ind WW 4-94 orOumf pi;i,i Optii.JntjJ ton~lrucllan joint 5• 111i,1 <'.!bClle ill'le.tt Slop\l floor 12:1 l<l'~arda auU'.ll LEGEND QN P\;\NS ="®== -Monhole from~ 011d cc~er ~ee ,-A druwing M-2r~#13 (#4) n arilund ppening Ji. ·J05mm i Tran~ltion lo narmo! -7 1 r (12") curb h,;righi in 3m \,-'-+;,~=~-fl,!-., ( 1 O') on both side5 -_L ~ -c.....J I \'tin w1,.,0 occur$ uniesa olhan,isa j on~ a, o • •• no\ed I r--B -S~e note 7 ~r----7 J I I ~-, Curb Line -· T -~ -15.Zmm (6") ~-----L..,...---A--L..----B~,;;:::_:Edye of Gutter ~-IQ'l.riim {4"rudius)-~ Galv. ~teal crngle coolinuws and protection bar. See Std.Dwg. -D-12 PlAN L -Len~lh shown on pkms -.=4·~~~·~·~~ ~::; -r,r ':'l:fi1t ·-. ,i_ tfi.t 1-c li.i Ll 'tJ 10 I ·.-...L:f.-;:. ., \ 1=-. ' ~ QU (H)OJ_D4mrn (,12') Curb Line -#U (l4)@152rrnn (6'.) ?54rnm ~ . -/13 (/41 b!,?:l, 'f+254mm o!~erni~e (Y+_to') 51 mmj ~hown ~ .. ' (''2) . ' (6") -......._....,_. 76mm {J") dr, ~.S 1 152mm· )',_, ~ , ~ rnin. .....,_,....._ -191 (7 1/2') "1.J1, ~ (typical \ --mm -~ J both l •HJJ (#-f) oround pipe > ~ (,H)i ·a ") Opliomrl E , L --$I (ly I con~tflJcilan jaint r[I ' Rounded-p~p~-Bnd 1 ~-3◊5mm (I') 152mm (6") min I see draNrng 0-61 Ll . .:._;"::-,._-;:; ctbave. inw{ 11 UPU□n□I coMtrucU011 joint 152mm. {~'I mjn obove 1n~Er • • • Slope flao.r 12:1 ! ' rEle~ ~hewn %~) Lo:rr1:=•l y IT ~-loYiords outlet I , / _ on ~~~~s Y is determined by pipe size- I 22m (4') mm, 2 44rn {8') mo;,: ~T rl-'='.c.'.'!..- NOTES SECTION c-c I X 1. See Slon~ard Drowinys D-11A, 0-118 4 0-\2 for add1Uonol notes ond delwl$ SECTION A-A 2 fJpes om des1~noted \15 follow~ (no WLJtg)B, {011e w,ng)B-1, (two w,ngs)B-2 3. Mrnn.toin J8n,rn (1-1/2/ dear ap~cing bebieen r~infor,;mg and surfo,::e unl~ss olherwl~a 11!.\_led. 4. Steps i!holl be-in~tal!Bd 'llheii V axceeds 1..22m (4') . See Standard Drawing 0-1 lA for details. S. c~ncrele gu'.ler lo m!llch ir,djocenl ~u\te~, 6. iln exponsioa jolr1l :;boll ba ploced Qt \ha ends of the in!l;lt vibere ·the curb is lo 11djofo, l. Pw~idi, 61mn {1/4') tooled qmwe in t,;,p slob ir, Jilli) wiW J;im,k ~f Odjoce'nl i:urb, 8. Surlo~e af lop slob IQ mold, $idewulk linish ond' alope. !I. Mo,inlui~ Jamm (l-J/2') cl~or ~pilcin9 btilw~en /eirifqrcinQ ond ~urfoce tml~•s 0H1er1;'3e noted. ttl. !f rng~ired lly k1cal ogenc:f, e1,leiid lop slob 1l~el relnfon;emenl J05.mm (12") into .adjacent sidewok LEGEND ON PLANS 11, Elevations ~hall t,1;1 shown on pl<1ns where indicated by "o" symQoL 12. Per loOJI <l9~nfy requiiementa, dimension "X" ~holl -m<J\ch o.djo~enl sidewalk, but shull I\Q~ bti p::L, less U1on 1.J7m (4.5'). fle~lsion B Ap ro·,ed Date ORIGIN/IL Kertha~ul " ' Add M~lric 1. Slonlon OJ/O!, JMormott•O f. ~lonl~n 01/06 Edit.,J r. Slillilcn 92/09 S.ilJ,) DIEGO REGIONAL STANDAfm or~,AWING CURB INLET -TYPE B flECOMMENOED IIY 111t ~AA o,~(j(i RE~QNAL STAND~ROS CCMMtm:£ ~,. D-2 j4 bars pl11cOO <lia_gonail)' I e X Of --111---_.,'----,r~ A -1 PLAN WP( PIPE; PWdElER (01) X y ' B5 B6 Bl BB B9 NOTES !, See D-1lA & D-118 far additillnal na\Bs and details. 2. All joiota ~~II J,11 ~et in Cla~a C mortw. 3, }Ill prl!l:o~l campqn,r\s ~hall b'll rninforc~.d with j/4" diall)e(~r ie.t] ~Q~nd spirally on -4: • c~nt~~- 4. Mor .. to;n 1-1/2" ~leor spq~i~q Qe\'N~eo t~IJ'\farciog \Ind ,;:onc~E!\Q -~urfqcE!. i;i, Cor,crete. QtiStl sh~II be 560-G-3250. up ·w ·~w ,· 5,1,' to !ill' 6' 6J' lo 69" 7' 72' \() 81' ,. 84' lCI 90' g' Qend dQ_Wn 15• (lyp) ,· ,· ,. ,· ,· ,. ,· ,· .4' ,· Seu 0-l lli 'for slep de\oll--., Rounded pipe end~ s~,;r .0-IJI - Elav shown qn plons . D2 > c 4-#4 .m~~<W pipe lope flmK ')2;1 loward.~ Q<Jll~t l,l. fa~~ed eQge~ or ~onwcte at1<1U b~ rqundect 11ith \l 1/2' rQdf113. JO .0 Lop (typ) --r X I 7, MolnhQle ca,,er lq Qe m~r~ed •starm Drqrn•. 8 . .Mod.i(i~<.1tiona \o ''Y' dimen~i<m ,~quired if Pipe (02) exmd:. 3',!''. ~-If ~Ol\3lrUcl,;d ®jac~nt to .~id~WQI](, top of .mlJJlh<rJe [Q ma,tch aid.!l'\iolk sl_op.e. Re'lisian a Apprnvtd Dote -r]~~•-1 SECTION A-A LEGEND ON PLAN.S ==@Jc= ORIGI~ Md Molrio SAN D!EGO RE:OIONAl, STANDARD DRAWING Ken::b:!Vol " ' r. S\unb>n OJ/OJ REC.aMMENOEO 6"( WE SN{ ~EGO RE1'.i1Qlii',L STA/IOAAOS t;Q!.IMITP'....(: S!S!l!~r.:7;'.';\--~---------------7...._ . 1iiJ?::; 7(4>(tQM llofonriollod T. SIQ1,\pn 04/06 STORM DRAIN Edilo-d T. Slon!on <n/o, Editotl S,5 T. 'R~~uo Q-3/1\ CLEANOUT TYPE B Cti<lllJ]OJOOn R.C:E. 1n4~ Qot~ DRAl\'lNG NUMBE!t 0-10 ·t 4-#4 <Jr<iund pipe --. 1-- 0 I ~, Round~d pip~ ~mJs S~@ D~ -\.'l!,1-,±=c, Opllan(II con~lrndi,:m--__ f ll:1 ~!iE, (lyp/ SE:CllON A-A 4~8~ oroumJ l/penir1g A L j,bint a:• mln1 "·'7,..,.4/"'-_,I ,J <)'/ij lrl'/<:11 1 ► Slope f!o<:of 12:1 ~ ... ..__Ehr-1 I,hown (Q\'f(lrd'o olllle\-t::..;:::::::;:::::::c::c::; 1 c1cJ oopu~ ~ 4' NOTES PLAN I. See 0-t IA & 11 B lllr od,j\il;nul na\es und •Molls. ~-\I/him I/ <lx~e•;h f 11ep3 6holl be ins\\llled. S~e D-1 IA for <le\oil~, J. Vpo~ed ed.g-as of cQocr,ete sh,:,11 be rnundOO with a rOO\~~ al 1/2". t C<iri~lrnd openings-11n llolh side, unle$a olhijrn'is~ .mo~u on pJom. 5. Ml.linlQin 1-1/2" ,;lijQf ~p11dng ll~l·~een r~inrorCin':1 Q11<l co1me\u ~u1foce. IJ, lns\oll 1• s\eel proleclian b<Jr 11cr,;io5 <Jponinq, 7. Dium-ats1r 'O" shllll be 13" mox, for l,(!fger di{lfnij\~ pjpe5 ti~~ d1<J~i!'K} ml,!ll be modifi!XI. Pipe diomele1s to b~ ~h,:,1111 ,;n pion~. ii, ii coii,;;lrucWct qdjo~P.11t \o ~id.ewo!k, lhll suil\lco of the lap ~l1;ib of lhe cakh La,in ~hall m<.ikh lhv ~td.,·~alk skrpe •Jnd fini~ti. LEGEND ON PLANS = =12F= X T ~s,, lobl, o, 0-Ile l,c ,~;Mlol iJ r " iD • ----..__. --... •=;-t uruJ floQr reinfor,;~rn~nl ·[ Ye1tic11f 1vinfortifl9, #4 @ 1 I-" f la" rno~ (ljp) f . . J_f H/2" CLR (lyp) ~-::!.I. " ------..........,,.. I 2" (lJP)_J j_ 1'/PICAL BOX SECTIOM JO" ;, "' ··~t i' ;,,,~, ''"' ,,;arw,eci~ . , . :A -.-:: :f.:r.-.. l ,/~'-, ,, pQ!yjlrop,-1$rnl atep "" '" STEP DCTAIL NOTES 1. CMcrnt.e ~li'\IU 00 56D-C-J25Q !Jf\l,e$.S <l\lWwJll.,e 11otijd. ' Hi.inforr;ifrg al~;,rl ~~~II comply 11i\h ihi~ dNwinJ. (V-11A qnd !J-118)_ yn~» otiwrNt'i(j ~p~tlf!~li ,. ftlinfo1cJl9 s!~tl s~o!I b~ lnlermedkile gri;rle ~rarnl!ld bors ,;:-,rdor1J11ng lo lol~st A)IM sp~,;1h~ollon~. 1. lle111.f3 sr!ull M in OG(Onlo.nc(I 'llilh IQ[e$\ ACI C0d!I. 5. !,Uniiliurn spli,;;,r len.uth for reii:iforcing sholl ho JO ~Oomd~1s, . , .. ,. flpw ~hQII h<;l'le o 'ttOOd tfQ·11~I ITnf!lh ~11(/, eiCept wh~/<;1 use,;! o~ ;un~~on ~w;t!s, ~ll'JII 11.i•N o rr\if1,m()rri ~lope of 1:12 tr.iwurd tll!l ·outl&L '/, l);,rpth v b rrensu,~ from the tQp ol ltle-svucturn to the rra•hline or lh.o i»t. 3. WQ!I 1.hick11rn orW (ein!~rdn<J 'it~el r~qttil~d moy ~ W.r~o~ed in ,,,;t,Of<,k;it.,;~ lTilh ~btti on 0~11!1. ,. Wcll Uliclme;ss ~!toll bij 1l~ppM ~n 1h11 <Julsid& or \11~ bo~. 10. 'lll1e11 Uw ~lructu,e depU1 v eP.;~tds 4', steps sl1oll he t!u~l info th.e 11,;111 ut IS~ inle(~u!J.I fr,:,m 15~ ,;iiiove fl'l!Qf to within 12n oF loji -vf tbi.i?lurQ. Wh,Jr<1 p,mibl~ plu,;~ Gltps in .loll ·iri!hou! ~iptl opening, olhilUi$fi o~er <1pe,1i1l\) of omull~L di,;ifl'l~!~r. 11, i\l\vmat-0 step m,;iy be on <:ippril'led att€l r~inlq,,;O<I polJprtlfl~lrlllo :,Wp. n. Upou oppNv<:JJ of l.il~ Aq~m:y, \he us~ of Jlf;:<;q~l ~lorm ,t,~clur~ i5 u,;diptoble •u ll~ ull!uhule lo t;•Yit-ir1--pl<1~1cl. Pr<Wi~I units si:\<Jll t{;!1farm lo> AST/,! ~tant4ot'<M and 00 m<.1n11fm:l~Wl wi IJ p~rmcMn\ lotilitf de$i<JMd l<ir Uiol i,~1proe, Re·1hton Sy Approved Oat~ ~toot.~EIIOEO ai ~ ~AH OIEOO SAN DIEGO itEGIONAL STANDARD DRAWING f\rQIQrW.. ,:;.,,AAOs C0~11T~ ORICJWl Kij.l"dl',l'IOI. nm ~~~itt~ 7/tf/,!/)/t Md M•lrie r. SWl(ori """ INLETS ANO CLEANOUTS !ldf'.Xmijit½~ r. Skl/l(~o Q,1/0'.l Ctfoi,p•r:i<:m H.C.E. \92~& !)ob Elfi\o,J r.~ rn/o~ NOTES AND DETAILS ORAWNG D ltA !'.dil~~ M, T. R,1~ wii. --HUMBER---~--· ... ··- 1.:. ' I DATE f-[-16 DATE fsHml CITY OF CARLSBAD fsRill'sl ~--.J--+---------------f----t--t----t--i ;::~=:=:::1:::!..'====E=NG=l=NE=E::R::IN;:'G:::;D=E=P==A=R=TM=E=N=T==="=LlU=:o:5~ GRADING & IMPROVEME:NT PLANS DATE INITIAL DATE INl'r!AL OATI:'. INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LA COSTA VALLEY MIDDLE SCHOOL SITE DEVELOPMENT REGIONAL STANDARD DRAWINGS RSD r.,t-1-APPROVED: JASON S. GELDERT '!,•].,If ENG ERING MANAGER RCE 63912 EXPIRES 9 30 1 b DATE OWN BY: csw I PROJECT NO, DRAWING NO. ~~~g ~~. D' "= . PD 14-01 481-7 A ...I I-0 z (.) 01-o-:::c z <( -~ Uw u ZI-o' :::, Cl) Cl) :!: <( w ->-a. C/) oc ...J wo IX <( I-...I ...I ...I u -o ..J w cf :::, 0 <(> 0 ...J {!) :c: w >w u ~ (.) IX <(C <( [[l C Cl) t-w w ...J Z:c (/) I-...J i'i <( {!) o- (/) -(.) (/) :c <( ...I /DENT/FICA TION STAMP DIVISION OF THE STATE ARCHITECT OFFICE OF REGULATION SE;'RV/CES A# AC ___ FLS ___ ss __ _ DATE REVISIONS DESCRIPTION DATE I I I I , SHEET TITLE REGIONAL STANDARD DRAW!NGS (RSD) C-4.5 J08HO. 20"13-40117 OAT!; 1-14-2014 SCALE /'HIS OOCIJMENT CONrAlNS INFORMAfiON PROPRIETARY ro MVE INSf/TU (/ONAL, /NO. MD IS FUfWIS/IEO IN CONF/0/E.'/ce FOR m1a LJM/(1,0 PURPOSE OF EVAW;\TJON, BIODlf/G OR REV/CW'. THIS DOCUMENT CR ITS CON IEMTS /,l;l, '( Nor BE USED FOR ANY OTHEA /'URPOS/'1 AND MAY NOT SE REPROOIJCEO OR 0/SGWSED ro OTH£RS WITHOVr THE PRIOR Wl'l!ITEN CONSENTQF MV/5 INST!TUT!ONl,t,, INC. ALiRJOH'(S /-IE SERVED, @',OPYll!Gl,ff2W!I. iii! FUSCOE E N G I N E E R I N G 6390 Greenwich Drive, Suite 170 San Diego, California 92122 tel 858.554.1500 ° fax 858.597.0335 www.fuscoe.com ,q" "'"" 0 N -,q" -"'"" "'"" I-w Cl) ~ (.) w :c (.) <( Cl) C I I , I I I I I~~ aIB~ .,, 11i 111 I I I I I I 1' I I I ~ "' --G, 0 ~ .... oq "'~ <J1 ~ )> I I I I I I I I I ' N ..Ii. 0 ..... N CJ1 □ :l:J § 2 (j) 2 C s: tlJ m J:I □ I 2 (j) 2 C s: tlJ m JJ a, al ~ ~ ~ l:iil I I " ' ' l I I l 'I: I ,;.!)} r~, ol '.d; .~ w 0 'ti 0: _,,, l ~ ~. Z' ~i ;,! 0 ~ Q "' I" " "' Q /' I', w ~- z; 7 0 ~ -u / ~ z-;;!- J 0 ,o "' -al w J 0 9! " r w ~-> ~ t;j1. o• u- ~ J ~ 0 I ~ 0 ? t I ·2't .:)) I', 0 ~. 0 ~ 7 ~I "' Q ~i "' '" ~ 0 ~ ~ ~ " !i'OX S(CTION RE!~lfORCEMEfrr (H<:irtlZONfAt. AN!l Fl.OOR) !Wls\llJl,I S?,\11 llCfl!fl JlliCW(5S H¢JlJ1:0Nl.1L N1i1 fl.OOR ~Ulf,;)fl<.:El.0/T ~2E X o< 'f V ' N•n SP,\CIIIC !/ j,; 4' 1,. ,a• ~•-1• lo 7' .,. ,· ,_, • ,,. 1·--1· t-;-!I' ff4 9 ll" J' I~ 4' /4. I i;l" 4'-1" tq 5' /4. .,. ----4·-1·to:i 6' ,. 1"-1" I<> I,' I+ o a· o·-1·· ,.,. a· fr4 Qc 6" J' \{I 4' ,. ,., • ltl" ~• -1• lo-5' '31-t• lll 12', /4. 1.2" 5'-1· t-, 6' ,. /14 it 8" ti'-1" t11 Q' /He~" :/ {q 4' #·~ @-12° 4'-1" b G' ,.~ t'.t 12· :,; .. ;" h ;;' L/-)" l9 '6' ,. i/4-i;; 6"" 6'-1" fo 7' /(4-@ 6~ 7'-1" \o 6' ts @ a· :f t,o 4' ,. ;f4 @ ,r 4'-la lq 5' ,,. 12" tl'-1· 1o e' 16'-1" to ~1'.l' ,o• ff4 0 B" 6'-1" lo 7' if4 9 &" 7'~1· 1:9 13' H-<1 0 8" J' fo 4' ,. j,t,. 0 17' 4'-1" l-e-5' //4 ~ 12· s·-1· t.;, 13' 20'-1" \() 24' ,,. i"~ ,. a· 1}'-1'' ((I. 7' !I'~ ti-Ir' ·~= ·-7'-1" to D' 12· ,~ @ a· Re:cc,,11J.£1lVEP !J.'o'' t~e: '.Ill! V"GO Re'1isi0f1 8~ Aj}pro,;t,j !'.lole SMt DIEGO REGIONAL STANPARD DRAWJNQ llE!;lo:lll.\1• 5TA!IO.l\il!JS C<)t.1,\11ff;;!; ORICI/W. _ Koid11f\'~I 12/n '<..,,~ ;'(£1,/,t()fi! AcJ,J u..,,,~ r, :ll!!rttoo W/t!~ INLETS AND CLEANOUTS /lelonl'!<l\\~4 I. .:it<.nloo I.M-/(!.; ~ .. S.S. r. ilo,;iolio-ov1-1 NOTES AND DETAILS . Sidewolk c~ls per Sld. Ow~. G·-11 A_,._J PlAN SECTION -'Pipe to b~ finishe,1 flush wilh ciJrb. ''2~}!j;;t~1~L~-~-·f_· ---~~ Optional bre~' 111:e for cuts 1n e~1~\1ng i;urb QOd gutter. SECTION 8-8 APPROVED ORAlfl PIPE srm PIPE· Sil£ Cl,IRfl HEJ!lHT 75rnm J}"\ 1501111n (6"l lo 2_00imn 18i CURB FACE 100mm H"I 2.btimm (8"1 CURB FACE \'5Qrriffl (6') 2,50mm (10') CURB fACE NOTES 1. Pipe: ~bllll b~ ·,me C(lntJ_rnioYs. lengtb fri;,m prnpwty !imi to ,;.urb lin~. 2. Mull_Jpl~ pipes fo b,e :i~t ii. minimum dMQnQe. of 0/2_ llpllrt J. C_oncr-ite. ~hgli Qe J08kg/MLC-17 Mpo (520--'C-.2500) 4. Pipe 11hllll be ,circulo_r rltjid plostlc, or opproVed eqlJpl. 5. Coring of existing curb ITl'-IY be u~ed q~ an '!lit•,rnQtivi;. C!i.olrp~•~'ln R.C." \92~6 il•lLI ' DRAl'llHG MUtJarn 8 j ~ 'I a1 -=-;;, ' ~ l-9:t5m ]2' Droin .s~dll, not 6Gcupy Um hold1ed qreo SLb.tK co"RNER 0-11B Altgu~t 2009 ~ -, • ' ' • ' • • ' (?-~-=--=--=---::r - } ! i4 i'J ' .I I - • ' • -1/2." I Nidia, b!Jr ,3 J' OG mo~ • ' ' ' • • • ' J' Rmil~3 ----------.._ --'-j--------t/ .NOTE$ I I k 'w ·" I.·,, -_s ~-·-.. _' .eiS. :> ,..__ ·•l . . B" -12' I. F~..:a @ql,i ~oou tit ,;o~t ioto ~I/Ui;lurn ,;onli~uo~ for the ruu :eogtll 't ". 2. All YA.p!l~ijd '1"\'ll<il p,lr~ ~hvU b~ hol~dlppe<l 9""1roniNd qllM roo11~olf'lfl. .. ., -4 ' _;..-- J, '/Jlwn w1b i,llt:l r;p~11in~ iwi'lhl (H) i:~r.eE!I~ 6", in3M \"'<it ~L!l~I pr,;il~~l~1n hot. SUcl prot~~li<ln bill' alL~II 011 ~m~~Jd~,j .iJ'' in!,;, <;ijlb inld, •I. tn3toll Qd~iti<)(1(ll bQl;i ~l J-1/2'' C!~or $pOtflliJ ab(l"1e lir~l ,w,1 ~(~lectior, b!'.11 ~hu~ ~J)enirl(l uxc"eed3 D'. O. ~ihe!l tyri) ;nM ,;,~uin,J lwiglil ir~t~'-ldii a' &1~\ull r•1 ~le~I suppi;irt wit, spuced oi nul ,n~re thon !i' OC. . - ~vi~iw 0 ;\pprowd 011le CRICINA K ·r~il ·10J l:Z 7'!, SAN DIEGO REGIONAL. STANDARD DRAWING l!E:COMhlE'.HC-£11 WI' lliC $1,N ttf.r.0 Rf:~ONAL STAIIOARD!; COMl,llmt ~ll1lli~ fl,ifgfln<lllt.~ !<llle-1 ldil4<1 T. Si'llllon 0,)/!IJ i. Sl<l<ilon ~ ~ 0208 1.S I R•~•llo 0~/11 L-s ELEVATION CURB INLET OPENING SECTION A-A """"' ""'"" OOWJ: Al'E tii[;};J rl.utt:;tif "" 0-12 WINO WALL REINFORCING ALT DCTAIL C DI\ um,: 'lilliO rrPE 0 f<P[ Wit¥; IYPE llf Pl'E l E ' I w ill\ f&f· l/Wi I ii/ ii "@Ii 18' r-1 va· 1'-J' 1'-10 1/2" ' •• • IMJ " ... " 0.90 14• J'-j 1/'( 1'-f r-1 !/t 2'-f OJS " 1m ro ~ 1.22 " I.lo ~ •• f-5/a' 2'-J' J'-4 1/t ! ,.~ " "' 00 ~ [,ijij "' 1,~l ~ J< f-11 1/2" 2'-$' f-1 1/2' Y-6' LJl 18 '-" I I< ~ 2.19 IJO Vi~ NOTES 1. C')J]Cre\e"3hall be 560-C-3250. 2. ~po,ied sQrW1 lo te 3/4' chllmie,ed J.· Mijlliple pipell t,;, b~ $~t u ,Ji3W~, of 0/2, iri\h ..,_ 1' millimmJ\ b~lwt1n o~t,W~ dioowW1-s Q/ P,~1- 1. To~ o! M¢1wuU 1hQII ~ plac6'J oppr<.lAlf(l(lteLy P<lftilel lo pwfil~ grQde ~~n lh1 ~t!ll!e is J:( 01 more. /i. s;,,,~~ pipij~: Dimij11~Qn 'II \O be in,;f~sd In. widlh Qf l~~~lh Qu@ to sk~11 oc mulUpl~ pipe a. il. fr;rr p;p~ ,QII !hlti:1111,'l 9rt111Qr lh,;to 3• ~as AltfmtJie Di1QU C l:ll\ 61 18 '" ,. LEGEND ON PLANS "===© RECOMl.lcNOEO ~y !J-11:; SAM OIV.O SAN Ol~QQ REO!ONAL STANDARD DRAWING r,Ec1or-11>1. STAHDAAD5 C(!l,IMlnEE: .. ORIGINAL Kuehe~<t1112h'l . · 1}t2J:(=~ Re~faion B ApprOY6d !Dote t,c,c, c,.c,c;~+-1c,•_ :;"•·•"~900~1002.'f---------------------1~ (rm) ?t.l6(b)/,! Rofo,m~ll•d T. ~tanton /J4/0G WlNG ANO U TYPE HEADWALLS co~t<~_, fl.C.E. t~H6 0~1~ E1•~d T. 5tw,lon 02/09 FOR 18" TO 36" PIPES P.RAu .. 'a',",' 0-34 E&l,id s.s r. Ragol!o 03/1! 11 m A ◄7 ----_j_ r . , ,- 0 ''\ H " " /L4" JI J" X 1/( " u " C, ' ,, n J/16" fl '' . __i;::~ J.Lrn" : I '' 0 0" '" CJ / ', -: J'=J ' ,:;·.,5 .J/8" I A ___,J PlAN ·-[ ~ 1 ~ ' ··~ J/16" (typ) ,,, . -~1/2'Di<l. 4" J,· -1 hwhix~ NOTE SECllON A-A Hot ~ip g,il•1u□i~~ ul ;rn,l'-1 aflijr fob1lco\l011, Rll~i~iOfl By Appfo·~ IOote kECOW.IUHl.0 iU !Ht S,\N tN(OO SAN lJIEGO REGIONAL STANDARD DRAWING RH~//3 <::!lJJMTTU: Ker-:::i1&1'.ll 12/15 IJRIGIW.L "' .'a,µl}:; ?/.!'.6/.l!)fif. M<I i,.i.t,;. T, '5\4n\~n IOljQ~ il~lg,rn~\llid T. %>r1lon 11}1/f½ WELDED STEEL GRATE FRAME -Chulrj)OH"!l~n rt.CJ:. H2-l~ Ool~ Edi\td r. Stanl<oo lOZ/09 DRAMMG ~~ii.ad S.S. T, l½~~llo IOJ/11 tlUM8£R D-\3 Hafiaioo " Mi /~I.tic (<Ji~d E~il<d l-"2•"-"~'•'"'m='-•1--End//all (iypf~u!) 1~'°".".-1 I A__j Con crate CW.mnal-- JO OR J'II PlAN 2D OR 2'11 m!o. SECTION B-B --- foble "/-1 (befO'li') pllr J~ly 2005 '311a meoo Co!Jtlly Oroindua Ottign Mu1\<Jol 0ij1ign v~tocily Rotk n;s~c~ c,.,~~ u-:o tlo. 2 b!!Ckinq IQ-12 1/4 1.<)n 12-14 ,;, ''" H-11) l loo -HHS :2 ~Qn 0 .. Pip~ Oiurn'(l!et II "' Botfom Widlh ~I Gl1011n~l Sit Ct\li~ 420-C-2000 Cooc1ete SECJION A-A Ri?-Rr>p lh.Ctn"~$ "f" {mJn) 1.1ft 2.7fl 15ft 4.41l 5:1m ri:EC1)UJ,letl00D Erl' Tl-I! SAi-i ei,tao By A pmod °"" SAN 0IEG0 REGJQNAL srANDARD ORAWING RE',lOl!AL $f"-I/DMOS COMMITT[~ .......JJl!f/iif;::; l'(~,J/LI)~ ' ' T. O«Jnloo OJ/OJ S Ooo 04./00 RIP RAP Cl~ f!.C.O, 1~2~6 o~\• 1. ~!<Inion """ ENERGY DISSIPATER ORAYdNG S,S, T. &~ell~ !l3/ll N~M8£R D-40 --------------------------- !te•1bioo ORICll'W. Add !,11;1,I,; IM011r1all~d rua~d L__ 8 7 A 2 1/2~~ 'J/8" ~nd h,m L , / -i-1 J•l/2'<J/8'1'A"~ BJ •p~J/16'illle\«l;l,i Q-epih euth ,i\lij on ;'-4' <.>Ubld~ br.lf:, Q: ~-•<1rJ ~----------------------+ Jrd lnl~mol be.o(l(lg \ermln,;il bor PlAN SECflON A-A NOTES I, H,;,1 Qi~ ",<J!Y<Jnl;i;-:, QII por\$ <Jft~, f~bric,;i(L,m. 2. DirMMioo~ or11 lfl eente-rlinfl ,;,r bQ1~ unl~s olh~f'11ise-oote<J. J, Not lo M u~oo in rwJeslrluri ~('.:ml, 4, '/leio]hl: WOllJ!l r/- 6, ;lppro~ed l!Me '" ~al 12175 t, ~tunl~r, o,;ru SECTION 8-8 T, S!<111l0n !H/Ct; DRAINAGE STRUCTURE GRATE r. St~nt~ro 9;jlij\, Eeftl«I S.l. r. R11<1111> DUil DRAl'IINC NUMBER 0-16 • C 0 M ... ;.--, 0 ~ ~ ~ ~ 0 £ ~ • 1 C ?, 6 ~ ~ 0 C ~ e r Plpeo OD f 3/4" crnahetl rn~k NOTES I, s~e G-24A und G-24~ or G-25 for r-e~~duoi119 de!u~~ on improv;,:d ~treefo, 2. (~) lmfo::ules 11liniw~111 rnfol1'1e-~NnpQ~liOI!, 3. Tup 12'' Qf lt~nch DlidUdl io ~lteel ~~tl~li ~hull bij 95% rn!uijv;i CQn'l~adion u~5 ~.,;:med <i\h,i1wise. R~lislon ,, A roverJ Dot~ ff£COl,INEtl[lfJ1 Ill' JJlli: ~All lllE''A SAN OIEGO REGIONAL ST ANO ARO DRAW1NO . ll~'lt/Al !C:/-110, !;Ql,!1,!tlltt -ORLGINAL P~rklflsori 2 95 .__ ~J ?/£4_/i!Ot2. hkl/Mri<: T, 5tonl,m 01/00 R~fonnQti,a,l I, SWJ,{on 0~ 00 PIPE BEDDING AND TRENCH BACKFILL ro~u,100 .R.<:.r. 1nta "" ~~ U f. R""-1•ilo tH/l! FOR STORM DRAINS ORA'MHt.: 0-60 NUMBER DATE DATE SHEETS f5Hm72 CITY OF CARLSBAD 1----+-----+-------------~---+----+------,r-----+---i ~ ENGINEERING DEPARTMENT t----t--+----------------t-----+--+---t-----1 25' DATE INITIAL DATE INITIAL DA"fE INITIAL EN91NEER OF WORK REVISION DESCRIPTION OTI--Jl:'.R APPROVAL CJTY A~PROVAL GRADING & IMPROVEMENT PLANS LA COSTA VALLEY MIDDLE SCHOOL SITE DEVELOPMENT REGIONAL STANDARD DRAWINGS RSD EN DWN BY: CHKD BY: DE.ll RVWD BY: APPROVED: JASON S. GELDERT PROJECT NO, PD 14-01 3.3,/~ 30 1 ( DATE DRAWING NO, 481~7A ! ...I I-0 ZU 01-o-:::c z <( -0::: (.) w u ZI-ci ::::, en en :E iii ->-a. U) oc -J wo ct <( I-...I ...I ...I u -o ...I w f ::::,0 ~~ 0 -J ffi :c w 0 ct -u <( C i1i Cu, I-w w -J z :r:: en I--J i5 <( (!) o-en -u en :::c <( ...I '1?:otESS/% ,Q ~I,/,~< $'-+-· flA"-'h t'i&! 0~ -z"" ~LJ.J Ci)['I * No. RCE 36063 ; EXP. 6-30-16 '5';, ,r -1;, Clv\\ ~~ /: OF cp..\JQ IDENTIFICATION STAMP DIVISION OF THE STATE ARCHITECT OFFICE OF REGULA T/ON SERVICES A# AC FLS ss DATE REVISIONS DESCRIPTION DATE /\ 1' /\ /\ I\ /\ /\ SHEET TITLE REGIONAL STANDARD DRAWINGS (RSD) SHEET NUMBER JQBNO. 2013•40117 C-4.6 UAT!:. 1-14-20'14 St;:Alli fl-llS DOCUM/Etfr COf/TAINS INFORMATION PRoPRJE;TARY TO l\fVI: INSTIWT/ONAL, INC. AND IS FUffl//SHED IN CONFIDENCE FQR THE LJ/,117/iiO FURFOSE OF 1:VALLJA TION, BIDQING QR REVIEW THIS DO<:;UMENT OR !TS CQNTErffS MAY NOT EJE USED Ff.JR. ANY OTHER PURPOSfi. AND MAY NOT Bl; REl-'ROOVCE[) OR D/Sf;LOSIWTQ OTHERS WITHOUT THE Fil!OR wrorn:1-1 CO/I SENT OF MVE INSTITUT/0/'JAl INC. ALL f/JGHTS RESERVW, Isl COPYRIGHT iuQi;. ~111 =---• • FUSCOE --11 .... -= I N G I N E E R I N G 6390 Greenwich Drive, Suite 170 San Diego, California 92122 tel 858,554.1500 ° fax 858.597.0335 www.fuscoe.com -.::I:' """ 0 N ____ ,---~ """ """ I-w (/) ~ N (.) N w 0 :::c ... (.) N <( UI en C ----~-l'_.,r "r I I I ' I I • ' I I I I I I i : ' I !-ii I ! ' I I (' i: I i I I i I I '' ' : : " ' ' I I I 'I I I I I I , I I I I t m ,, ~ n D I , ~ ""' ,~8 N -El C N ~q ~~w, m, cu • ~ ,, ~~z 7~ !i= ~fI ~rno t~-~ r8l~ ',QJ z z 'm I m ;l I 0 I 2 (j) 2 C s: CD m :0 0 :0 ~ 2 (j) 2 C s: 00 m 'JJ 0 I 2 (j) 2 ~ CD m 'JJ ii G')~ 2 ,1::1,,(j) 002 ...i.c I s: ...... CD )>m :0 Rij'lfolo!i R 'NAL Add id~lrl~ llr,•l1w,J I- I Z· :I NOTES 52mni (6") --I+----f-- ELEVATION SECTION A-A 1. Pipe GQl)tir d.oe~ rwt ~,ive \G b1· llnl§h.i,d 11 e,;vmd. 2, C,incr .. i .. eitol! bo-332 kg/MLQ-22Mpd (560-C-3250) 3, Wh<:11s1 yo~·~x~se,ds 76mm (J") but;~ no! 1Mr@ lhuri 1&2mm (6") 011 intQrmJJ iwm .,holl b(.! ~~ijd, · B A pro11ed Ke C ·,, T. ·~wnon T St<irMo 1ROTEs: Dute 5 Ol/OJ 04/f.l~ PIPE COLLAR , ..a.wa P\JUIT 6F i;OR6 RfrnRN ~ p .l;. R. z LEGEND ON PWIS --4----v-- Df!AijNG NUMBEI! 0-62 1. EXPANSlQtl -I\llfii's ~--A"f f0R6 RaVRNS, .ilOJAC~trr rn STRUClUf<E.S AHO Ar 4.5-' INIER'/1\J.S, ($!':!; S'WJ(!Af!.Jl ORJ\WIHG G~IO}. I • z._ ·'iltlRtNEb Pl.Ail::'. J(lltfis----~-J\J Mio P01m Of' CURB ROURN, 'I/HEN REQUIW, #J!) AT 15' J~lffiVAfS FRQY PJ:.a (SEE' S'fM!f.!MD DRAWIOO G-10). J. 1/-4" cROOVES---'ilrfH 1/4" RMJ'lt.JS EWE$ AT 5' ~HERV~LS. SIDEWALK JOINT LOCATIONS OR.A'MNG NUMBf.R llAIE l ! f ·S' !2' JO" rni.n ~ ---1 '~-! . " Cu\'.il!Jj.Je ~ IMtorn rnuy b~ rouodW !!l th@ optioo ol \he ~enlrudor ---~ 1YP£ A TYPE C NOTES BROW DI rcH rERRACE DITCM 1. lon<jilu~lMI ~!olfll Qf liMd ditch ~h9II ~ 2r. rninLfJ\Ul'lt, T<PE B . TYPE D 2. O•,~r ll,;p~ d<;1~R rJi\d1'l'[I ~holl o:mploy ij" IJii~~e~ e!Jge ,,..,u~n YI liolh ~vJijs or ,Jiteh. t.EGENO ON PLANS 1/8~ R •. . • • -c;:::;:=;:::::;:;:, -~ l--1/t (PA'IEMEm) 1/4. MlN -t/Z" Mk( (SIDEWALK) EXPANSION JOINt J/2" (14) x 24' SMOOTrl, CR(ASEO OR OILED eAR, JO" Otl WffER CONTACT JOINT I 1/6"-PREFORMED .JOJNT fltl.E.R WEAKENED PLANE JOINT CUR~ #ID SIDEWA(K H/2" f .. Wl'AKEll<D PLAN( JOINT GVTTER AND CONCRUE PAVEMENT ~-Hi/a" Krt'ED JOINT /_nsmm{ll") ~ 51rnin (2''} Weok~11e~ Plans J1>int Cutler u~e '152mm {6") CURB At~o"'0-.063m (0.89 Sq. Ft.) 51,nm (2") \lfoakcmed Plane Joint 3JOrnm {13") ... j 203mm (6") CURB he□=l./.\m (1.09 Sq. FL) -'--""""T 36mrn (1-'-1/2") e~cijp\ wher~ ~l~wti\ln~ sho1-111 i11dicut~ \llher~ioe GUTTER NOTES: . 1. Concre\e sholl b~ -308k<j/MJ-C··17-M.Po (520-C-2~ll). 2. Sea '.i\ondmd Drowin_gs .C-9 on~ (;-10 for joint datoil~, J. SIQpe lup ol C!-:rb 6.JSmm (1/4") per luol \owO/!J s\re~I. Rsil'ision By Appro~e'd Dote _ORIGINAL Kemhevol 2/7., SAN b_lEGO REGJONAL STANDARD DRAWiNG L-S\ru,IQo o.i/o.; CURBS AND GUTTER • SEPARATE LEGE.ND ON PLNJS 152rnm (6") curb H!;CO/,IJ,l{/lDfD Bf T;1g SAN l)l~GO REGIONAl STANDAADS COhlMITTU: DRAWING N.UMBER !3/IJ!/fiC(J3 G-1 A •· c,,nlocl Jo,nt~ per Slondord Dro~in9 G-10 wh·ri s6pornl~ po~~ ore mode PLAN SECTION A-'A NOTES: l. Cuow,le ;hull be J32k9/m"-c-22-MP0 (560-c·-~250). C, ---~ = W~okened plooe joints. -~ -,---;,;-Wpicul fl_Q1>'io.e~. 4. q "' Elevo'liom lo be shown. on plans. 5. Rel~m ,>o~menl~ \q b:~ l.?!lmm _ (7) .Thie~ . 6, ·curb be.tween P,C.R .. ~. oholl be cpn~ld~r~d q:. r\l.rt of cr9is ~ul\'lf !. In wll t,µse~ ~~]Jgru_d6 ~bull l,e cQm~o,t,._1 to 95:j: min_. reloti_ve ~6mll(Jo\ion I~ "(1-,pjll ,,J 30$niiu .(1.2''). Re1tision fJ A1iprove.d D<,1le · SAN Di.EGO JlEGIONAL, STANDARD DR.A.WING ORIGIMAL Kercheval 12 i5 Md tMlrlo T. S\~nton O~/Q_.) R•!~rmoll~d T..S.\on.lo,1 04/06 CROSS GUTTER LEGEND O~f PLANS RE\;OMMEl10~!1 !IY :tHE 5AN DIEGO H~~lotlA!, ~'[AflDA!WS CQM.IIITTD:: ?, G-12 -~ • i :S ' ·Ji e " . a es 152nm1 (6") ,'\ :~ I ~ ! ::_, . · .. , · ,,.., -51mm (2") ' v' .· ·• Weoker1~d ?lone E § 1 Joint ' 0 ro !"a "' . ~ nm,,, {1/2") R-" · \ · :~o ,., , {1') R . 1 , '/"'mm . -.. ,· .. j \ . . . -~ -----r --C ' .. ~ . I I VI .. I TYPE w •AREA G 610mm (24"} O. 12~~q. rJ\ (U41q (t.) H tqzrmn {JO") 0.151lsq. m (1.6hq 11.i • t1iH1 152mm (6") C•J1b fo,e NOTES: 1 c~ .. <"f~l~ ~iiull b~ 30/,1~~/~il-C-17-MPa (520-C-2500) 1. S~e S!unLi(FLi Drowio!JS. G-9 Qrid G-10 [or joiul dduil~. ' )lvp~ \~p o/ r,~1b l;,J.S111rn (1/4") per luol tuword ~tr~~l R~vision By Appro\'!Jd Dote SAN DIEGQ REGIONAL STANDARD DRAWING ORIGINAL Kerche~ol 2/75 A,;ld M~\1i•; T. )\oa\oil QJ/Q} ~•f9tmullod I. ,S!ooloo 04/U<I CURB AND GUTTER -COMBINED 12" WIDE BORDER--... SEE DCTAIL A STANDARD ORAWIN:G C-32A CURB~,·-. SEE fl'PE ,\ . ,:;• .•,,"; ·<:-~}r: ::,:)hoEIY/\LX cum1 MONOLITHIC CURB f SPEC I Fl O. OR R QUIRED S!OEl'!Al.X _ ___;,~:::::<~:-::::::-:::::~s;w 'U TfPE D ELEVATION FACE OF CURB 12" WJDE BORDER SEE DETAIL. A S"fANOARO ORA'!'IINC G-:J2A TOf' or CUR0 .. . .. " . ·,, I 1Jrnii1 11/2') ···-1 ...... .---.-~--· - LEGEND ON PlJl,NS --.--··~·--- R£COff/.!EN!ll"(I liY r1t1: S).~ ~EGO REGiON~:~~S COIIMITIE;£ I~ -~,O/i'WJ$ p "°" R.<;:.E. Wl19 Qo\o ~G~:E1 G-2 FAC!'. or CURB Ufl Of (;l,HIE/1 1-' MIN UP (TOE) QF CUTTER 5~ MAXIMUM CUTTER APRON SLOPE AT RAMP Or'E.NJNO CVTTEI{ F'LOW LINE ~EE j'l'«JNCArro 1 NQiE 4 OOMES ✓ •-01.""i NOTES; 1• lHCJ<.: M~ SEE DE:Wl B ~!ArJl),IRO DRAl'/itlC G~J2A 1, SEE ST/lti!lARD DRA'/1\NO c-m, FOR CENEIW. )'11.l/ES. 2, FOR 1RUNCA1EO OOMES DETAILS, SEE ST#l!MR!) OM'MNG C-JO. J., Z SIOE.SlQPf '.iHALL BE 10;1. SECTION A-A 4-. !NIPltlG CROSS SLOPE SI-IALl BE 2.07. ii/IX IN 80TH !JIRECT1QN$. ':i, 'iE£ STAfWARO DRAWING C~J2B FOR X, Y, AND 2 DETAILS. RE'ASIOO B1 APPR011ED DATE ORK;tti,\l IWIM>NWI ova~ ~00 IIEffilC r. Sl">JROI! ~J/OJ UPll'ITI;; ~~ ffE~ISE'J r. STt:ilTOtl 0.t/CQ llP!Ml!O MR. l.ul./C'r CS/!i SAN DIEGO REGIONAL STAltDARD ORAWING CURB RAMP • TYPES A AND 3 !NEW CONSTRUCTION) PER 2013 CBC 118-406.5.B m:COJ.ifMt{()!o ~~ ll1E S.Vl OiEGO R~GlOllh.l. ~al:IDA~f;I~ C(llJ,.\llfrOf;'. G-27 .l BUILT" 4:(2.1/(t DATE DATE fsHm7 CITY OF' CARLSBAD [SHETTs] 1--......j--+---------------f------t--f---------j~-i ~ ENGINEERING DEPARTMENT ~ ::;G:;R:::AD;:,l:;N:;G':&::==;l;:;M:i:PR~O::;V;;E~M';E°;llT:;:":;P;:LAN~S;===::::::::=::::::'.'::::==: DATE INITIAL DATE INITIAL OAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LA COSTA VALLEY MIDDLE SCHOOL SITE DEVELOPMENT REGIONAL STANDARD DRAWINGS RSD APPROVED: JASON S. GELDERT 3.•3•/$. ENGINERING MANAGER RCE 63912 EXPIRES 9 30 1 DATE-.-. - OWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: PD 14-01 481-lA ..J I-0 zu 01-o-J: z (3 -c::: Uw z I-ci ::> Cl) Cl) ~ <( (Q ->-a. <n oc ...l wo 0:: (3 I-..J ..J ..J i -o ..J w ::> 0 ;;~ 0 ...l fB J: w 0 0:: -u <(C ;Ji C Cl) 1-w w ...l ZJ: Cl) I-...l (3 <( (!) o- Cl) -(.) Cl) J: <( ..J . 11'-ocEss,q;;~ ~ +~R¾s. <'" !Jfi! d~\ 13 w i fT1 ; No • RCE 36063 : EXP, 6-30--16 '5"..;;I;; CM\ -o1t~ (' OF cp..1J /DENT/FICA TION STAMP DIVISION OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES A# AC FLS ss DATE REVISIONS DESCRIPTION DATE I\ f\ f\ f\ f\ I\ I\ SHEET TITLE REGIONAL STANDARD . DRAWINGS (RSD} SHEET NUMBER JOEl HO. 2013"40117 OAT!: C-4.7 1-14·2014 ~CALE THIS OOCUMENT CONTAINS /NFOR/,!A TION PRQPfl/EiYARY TO /\/Ve!: INSTITUTIONAi.,, INC. AND IS FURN/SI/ED IN COMFIOCNCEi FOR nu, UM/TED PUfl/-VSlii OF EVALUA.l/ON, 8100///G ORRf!.VlfJW. Tl/1";00O/MEefr0RITS CONTf;i'JT/J MAY NOT BF. USED FOR ANY OTHER P(}RPOOfi.llNO MAY NOT BE R.EPROOUGED OR DISCLOSED TO OTHERS W!THOUT THE PRIOR. »RITTEN CONSENT 01' 1,WE INST/TUT/ONA~ INC, Al.I. RJGHT8 Rl':SEf(VEO, Q COPYRIGIIT 2QOII. ~a,1 ■ ■ FUSCOE --h11,. --= E N G I N I E R I N G 6390 Greenwich Drive, Suite 170 San Diego1 California 92122 tel 858.554.1500 ° fax 858.597.0335 www.fu.scoe.com I ~ T"" 0 N -~ -T"" T"" I-w Cl) ~ (.) w J: (.) <( Cl) C I I I . I .[ ·~- 0 I\) ~ w G) o.J:,. .... 00 I\) ..,. Cl! ' ;; • N w □ l'l ~ 2 en 2 C s: OJ m :0 □ lJ ~ 2 en 2 C s: OJ m :0 c::J :tl ~ 2 en 2 C: s: OJ m 1J co I O .flo.rn ;:'.;~ CJ1 ~ ~ ' ,'~1 ~! <C I ti 1: . 9 ~ I ~' w, :t,; ,/W[ !~' 0 I ~ .~ "' · le -~ . ~ ~ ;a,, W' I "' _z·J, ~ ,,;;, ~. ;~ :~i / ~ 0 o· ur "' ,~{ ',o= ·~ ~ ~l' ~ "' '.ti I o, 0 5' ' 81 I . ·~r ·O ·;). !'/ ~ I ;itjJ ·w / I" 0 w ~, 0 J', ii. f1 ID' " r'~ ~ ~. Oj tl.,J c, ,~• ID f\11. I --, ,, '✓ jtu \ ' ,,;~ ~ ~ ~ It ~ ~ ' - TRUMCATED DOMES 1 2.4" ·sf.>ACINC c/c ~ ,., ...•.•........... ~······· •;,:•••••••••••••e••••o•••~•• • •••••••••••••••••••• $9 ♦tt0 ·······················••~·· ••••••o••••••••••••••••••••• •••••••••••••••••••••••••••• •••••••••••••••••••••••••••• ••••••••••••e••••••••••••••• •••••••••••••••••••••••••••• •••••••••••••••••••••••••••• •••••••••••••••••••••••••••• ••••••••o••••••••••••••••••• ··············-············· ••••••e••••••••••••Q•••••••• PLAN -TILE NOTES I. DETE.CfABLE WARl'lltlG SURfACE co;.OR SHALL B,E YELLOW CONFORMIN(] TO fEO~l. STAH!MRDS 59513 !ABI.E JI/, <:;OLOR NO. JJ5J6, OR AS '.>Pt:ClflW 6'f l'ru:: AQEH.;r. CQ\.OR &!ALL SE HO~lOGENEOUS THROUGHOUT Ti-\E !JlE. z. fP.l)l'IQAlE!! DOME li:'P ~!N(!:ft:;: OF 5QX Qf [H°E 6'.A~( OIAMElCR fJINllJ'JM TO GS% OF IBE BASE DIAMETER MAXIMUM. 0.65" l,ilN j, DURING AND Af[ER mE rtu: IN::ifALl.AilON ·AND lriE CONCRETE CURING STACE, If IS I1.tPERAll'/£ TrlAT rrJERE IS N() WALI<ING. LEANll{G, OR EXl(RNAL FORCES Pl.ACED Ofl lHE lH..E TO ROCK THE llLE, CAUSING A 1/QID arr11.mI THE u,IOERSID£ or !ME TIU'. ANO [Hf' COOCltl'..1£. 00000 00 000 0000 opooo OOQ pggg ,-~~t-.. Q'Q -Q 00 OQI) -O'QO QQOOO 0 ~c-◊·;.·,:t,:,t OOOQQOO 00 ~ 00000 000000000 QOQ , ooooooooooooooooooQ ~ i;:~i~igti ogg ggo\.:!:};gg o o OErAJL 1 "OTE, . _ NOT ro SCALE PATTERN, SIZE &'; Ol<IEN fA !ION. ARE PER ldANUFACTl,JRER'S RECO!.ilJENDATIOM (""'l~SEE NOTE # 2 I Y,.' R \ ... ~:-\:-. ~.:;~. L.cl~--L-l SEE NOTE # -} 0.9¥ f-0 IA" RE:\olSrOt,J a·( APPROVED OATE SAN 01EG0 ftf;:()IONAL STANDARD DRAWING OliJlllf~~ PNU<ltt$00 02/'i-5 MO MEIBIC T. Sf,\fflOJ{ OJ/Ill llPQAI! U. ~ 1U01 1.!PW,.lE!> ~ llR/CV OJ/12 TRUNCATED DOMES PER ·2013 CBC 118-705 1'sOmtn, (i") I Ac P.WE!JENr FlrliSH OOAOE: 'cAP ~ !',PPRJlYED .SY MENCY 50mm (2") C E T ·F1N1SH ~Moe: Q) ' -~ ·. . 5 'MAJNS FO~ 150rilhl /6'? ANO 200mm (a" NOTES: ... ,.-.:. ·, --~···: ._, "• 1_i;l9mm (6')1'1~ SE'M:R LATERAL CLEANOUT '1) R(:::FER .TO .AGJ::NQY SPECIF!G.AT!QNS WHE..R~ A.PP~JCABLE 2) CI.,E'ANOUTS 'TO -BE !NSTALLt:':D AT THE END OF MAINS WHERE lNDICATED ON THE PLANS ______ _ . 3)-C_L.l;ANOUT PIPE TO BE SAME-SIZE AND MATERJAL "AS SEWER MAIN UP TO Z!)Qrntn (8") _ . .-• ·4) ,6ACKflL~ ·r.o. TOP Of /;5_" J3ENO WITH ,~_rn_m .,(q/4''.) CRlJ~tfED_.ROCK 5 M,b:TERJALS· SHALL 'BE SEl:{::ClE.D FROM T.HE AGENGv's· APPROVE;'D MAT.ER.IA!...S UST G-30 CW AS APPROVED 8Y AGENCY lo -.'-0 LEGE('lO QN PL~NS IJ£M NO Sl'ZE AND DESCRIPTION JJE_M NO SIZE ANO DESCRIPTION (j) 300mm ~tt) .1C! <.;µ:ANO.VT_ BOX COYER ~~RkEO SEVIER' AND AGENCY NAME As RE:OUIRED C_ONCRETE R)NG i~fo_Omrn .(12~) .PV¢ ... C-:-900 x 380mm (15'i) LONG (ClEANOUT BOX) siZt x Ff~ci.U1~to·· t,,ENGtH' PVC PIPE 7 . B 9 0 45' ELB◊W 1.f1rru:n_ (3/4") CRIJ$HED ROCK 'PIPE:. BEOOING stWi::'R MAIN. 19mm (3/4~) ·6RUSHW ROCK. SE!;: NOTE 4 SThNDARo . WYE a.RANCH 1NstALL PLuG Atio Ooh(CR~~ LuG R~vrsllln B A fo'Vijq 00.le ORIGINAL K11rl;lii;iY'ol 2 76 SAN DIECO REGIONAL STANDARD DRAWING : Md f,(;,fric . I. stu,j\Q~ · ~3/0J ,p,.,;d·s-aJ J . .fOir.o,Lilo o~/Q5 SEWER CLEANOUT SEE NOTE H' i LAND!NO I LINE OF CURB,\~ j 12" 'MOE BORDER {2.::; -O.J~% MAX -- A J'-0" /,Utt OCTAIL A 12" 'MOE: BORDER flOTES 1, THE: RO,IOVAL or EXl•s-mm COOCRElE CURB, GU nrn, SIDEWALK, ANO P,WEMENr FOR ?(:D(STRIAN RAMP lNS(A!,.LATION SHAU. COMPJ.,Y Wini s·rANDARO DRAWlNQ 0-1·1. FOR CONSTRUCTION Of CURB RAM?S: 01'1 EXl5Tll'JG SlOEWAU<S, REMQI/Al. Of' ADDITIO~AL SIDEWALK MM .eE R£0UlREO TO COMPLY I'll rH ADA REQUIREMEIHS TO MEET EXls·nNG GRADE, 2. CONCRE.u; SHALL SE. -CLASS no-C-2500. ). AB£AS SrfOl\'N THlJS:~Z:1:?:;;3 SHALL HAVE-A MEDIUM ro HEAVY eROOM fEJ<7URE FIN/Sf-I, PERPENDICULAR TO THE AXIS Of Trit'. RAMP. AREAS SHOWN "fHUS: ~ ARE THE MIMIMlJM REQU!RF.'.!J f'(JR A CdMPLE fE RAMP INS fALLA'[IOtL 4. IF OBSTRVC-TION5 SUCH AS INLETS, u·nurY POL.ES, FtR~ HYDRANTS, ETC .. ARE ENCOVNTEREO, Tri~ RAMP 1.0CATIONS MAY 61;: ADJUSTED UPO~I THE APPROVAL. OF THE AQE:MCY. /j, THE HAMP SL.OPES WILL Be: MEASURED REI_A flVE ro TH£ SIOE'.WALK $LOPE. AOJOINIMO SLOPE OEYOND frl[ RAMP SHALL No·r EXCEED 20: 1 (5%), 6. LANDING CRO~S SLOPE 51-IAU. OE 2.0% MAX IN BOTH IJIREC-TIONS. 7. EDGE or -rr.:VNCA'r£D OOME PANEL SHALL Elf: LOC'\lED 6" MIMJMUM ANO 8" MM.IMUM FROM ft-IE w-r rrn FLOWLl~lE. "/J. SE£ Qf;TA/1,. A/C-4.1 FOR ADDITIONAL GRAD£ GONSffiAIHTS * PER CBC 118-4-06.5.8 RE~$0N B1 Al'PRO\ED DAT, ~RIQlll,\J, ~MKJHSQ!i OZ/5~ SAN DIEGO REGIONAL STANDARD ORAW!NO ~WI~ T. $r,'iHQli OJ/OJ \IPl1',U: fl, M"10 llh1 R£',l:Jt!l , J. SLIII/Oli 01/Q~ GENERAL NOTES FOR CURB RAMPS Vl'W.1E') 1.Ql WW o.i/12 ITEM NO SJZE AND 'bESCRJPTlQN ~6" MAN.HOLE· FR!\ME ANO-TWO CONC.EN.TRIC CO~ERS SEE S.O.R.S.O. M-3 ::S6" DIA GRAPE R)NG(S) 6'_' ,T(J 1.8" HIGH ECCl;:NTRIC CONE $EE NOTE ·z 48~ t/JA.Rlt-iG{S) I/ARIAS.LE._ r_l~IGHT WATER TIGHT ,JOINTS Si;:E SM-00 '.:,EWER MAIN ITEM NO G-32A SHALLOW MANHOLE SECTION 4ij• -·-O--·-···-··- L£GEN0. Otl PLANS . s1zE AND "oEsCRiPTION MANHOLE .PJPE CONNECTOR l;)EE _s!J~04 flELb °JNSTAi.LED INVERT°·.S·EE:SM-04 ~~grETE-EiA5E, PR_ECA~T OR 'CAST U:i e~ OF 3/4" cRvS}1_E_r:i ROCK MANH0:LE. DETAIL ;SE;E .5iJ....c.q5 Rf.C01,j/Afi.l10ED 0'1 TI-1£ SAIi OiEOO SAN DIEGO flEGIONAL STANDAR.D DRAWING 1m:,iotJ~. Sl'AAl;!}iJl!l~·cw,winE£" ~'11\L""IH~"·~'~'"~•~"~11 ~'21~-~"'f-----------------------i! ~ Add Mollie T. 5lcanW~ 03/tiJ ;J tf£4j.roii ~•~ S--~ J., 1~.m~•u'a 03/05 48" DIAMETER PRECAST MANHOLE ti'i p0< 9n ~,ll'.E. 192"16 !Mo 11,1. M•!ti<; 1~R u_ KtlOLI. ro/11 INSTALLATiON DRA'WlC NUMBER SM-01 --""Mochined Sllrfo~e DETAIL NOTES MANHOLE COVER 1, fratne ond cover ehdll b(l c:mit iron, Cast Iron ahull conform lo ASTM 48, Closs 35B. 2, Weights: Fram'.! 75,3Kg (HH:i) -~7.6kg (193)lb&, Ci.-ver 67.7kg (H7) -77.6kg '(171)Ibs, J. Moohirie all motch/mJ aurfooM and 3e_afa of frqrne _,;Ind cover t6 prav.ent ro(;_king. 4, lmpw-t9d frame'ai mld CQWin; 8ha!I h<;tve tho oountry _of qrigln marlied in compliance with feder,j] re9u,lotlqh~. " 67Jmm (26 1/t') Diu. 622mm ~1L2'') Dio. !.i09mm 22' Diu, • FOR Sew(>r Projects Storm Drain f'roj~oto Woter Prujt>ott. 6mm (1/4") MocblllerJ Surfoci, MARK Sewer stoi-m DrCJin '/foter Re~lslon B Ap roved Ou\e :;>AN DIEGO REGIONAL STANOARD ,DRAWING ru.co~M.t!DW E!Y lH!.: ~~N. 011:l.lO Rc:OIOHAI. STAfIDAAOS COl,(MITTE.E Kercheval 11 75 OAIGit./AL Add Molrl,; ·s1fltt¥rm ,61m (24") MANHOLE FRAME AND COVER l"""'~~~=-- HEAVY DUTY R1iaREB o-R1NG STRETCHEO OVER :~~rz PIPE SEE NO"ff;S: _ _ . __ .. _ .. , _. . . . M-1 Auyint 2009 1) REfER TO AYENC-Y SPECIFJCATJONS \'/J-1E.RE,.APPUCAfJLE _ . _ _ . . 2) A RUB6ER 0-RJN_G 9R .A fl.E:XJBLE COl'/NS:CTOR (A!,> SHOWN JN PRECA~T MAf\lHOLE !:!AS!:: Ttr"E 'B') CAN BE. USED WHEt-l BRE/\fSlijG INTO EXISTING MANHOLE 'l FOR MANHOl.Es m:ou1R1No coATINY AND LINING sEE sM-o7 _ . .. . 4 MATER!Al.S SHAlt .BE-_SE;_LECTE.:D FROM THE-A_G.ENCYS A~PRQVED MAlERIAL~· US\ -' . ' Re~ision Uy Appro'l\ld I 0.ote' ORIGINAL Ke,ch~VQJ 12/7~ AM ~.i,r, 1, %:mVJn. O",/QJ ,,,,,d ~'ll J, T~m"1Ulo OJ/l)~ oioto Uo~li: MR B,-KilQll r,J/11 SAN DIEGO Rf;_GIONAL STAN[)A}fo '(:iRAWlNG MANHOLE PIPE COMNECJORS SM-04 ,o'l~--$te Oel~il 12 /l'it;s I -30· ~~Y''"Z HALF PLAN ffWilE & COYER ~ f--}9 1/4" U '° I b-Je s;a· !l ~ \/~•--. .lB ~I~• D ·~ -1/2" H\Lf SECTION FRAME & COVER ~ " NOTES J. fo:ime -1M ewer ~ll,;i~ I,,; 1m'. ir~o. c;~t inm ~~a~ c1,1nforrn \1,1 AS-P.t 4a, Clu:;s Y.ie. 2, 'N~l(jil,: F11110~ J H I.be ~ ,JO} lb~. 1/fj"~i ,,,,1rv,1l n Outer Co~er 2a~ lb~ -J.lO lb~. loner C,;ivw 147 lb~ -H1 lbs. J. Mu~ltin11 •JU mutchinq ~~rfo,,;'IS mJ ni;i!~ ,;,! fromft o.nd t?1~r io ~l~'~n\ iQ~king. 4. lmpo,t~,J f1Q.1na, ,mt( Cfl'llln ~hilll hO'J@ U1~ cr,ufWY M tlfi~i1l m~rX<1d ill to,npijon~~ ~j\h l~6rcl rego1~1•<l"'l- OfrAIL R;i~isiori e A raved Outo SAN OJEOO REGIONAi.. sr ANOARC ORA WING ~,~QMMWOfl.l ijY lllf. :WC Cl~!lQ ~ECIWIAL SlNICAli'llS GCUMITTEE ""' !~llii; Ril'l'Uod C-da.la 14,,trlr; K r h<1v.!.11. I r. !,lont~~ OJ/l}j r. Slan\on •J.i/OG, u ...... ..,,,,rr., 1>5/12 36" MANHOLE FRAME AND rwo CONCENTRIC COVERS HEAVY DUTY c:w:) ~t~) --~ · \ MANl-iOU: SHAFT OPENING (IYP) SEE NOTE 2 MANHOlE ACCESS LOCATION PLAN 1/!EW f1 f;t,; 7/t.f(.IIJ/d: M-3 WAL.L OF MANHOlE f: ~:.. . ,-·.' .-1 flLL VOID WITH I· ' , MORTAR IF REQUIRED , . , . . , L: ... VARICS r ~·;;; WATESTIGHT SEAL ~1 / ; ~ < V/lifERTIGHT MANHOLE JOINT 0 ~ ~z • _., ffi x~ w /j 111 ,,5 Q': \QB ~~ Qffi~ Cc ~; ' >-1';'0~ NOTE$: __ ... 'l F!EFER TO AG!:JlCY :SPECIFJCA110NS WHERE 'APPUCA8~E . 2 . 1/ERTICAL. WALL,. OF CONC: TQ BE ON THE UP STREAM SIDE OF' MANHOLE _3 FbR· MANi:!Ql.ES R'i.;QUIRJNG C.OA"TING AND LINING SEE:.SM-_07 :4 STUBS SHALL BE. BU.LKHE'ADED AT THE MANHOLE £NO 5 SE'h'E,R ~AIN T_O. 6E LAJD. -WlTH BELLS. UP-GRADE 6 MAlERIAl,S SHAL!--EiE SElECT.EJ) FROM TI-IE AGENCY'S APPRi;JYED MATERIA!-S Ll$T MANHOLE MISCELLANEOUS DETAILS ffi ii • DATE >-5-/6 DATE fSHEE1l CITY OF CARLSBAD fsRill3l f---i--l--+-~---------~---t----+---J------j----1 ;:~=4=::"::=::::::E':N:"Gl':N=:EE;:R::7N':G:::::::DE::P=:A:=R=:TM:=E::N':::T==:::'.':L_?Lj='::5~ GRADING .& IMPROVEMENT PLANS 1 DATE INrnAL REVISION DESCRIPTION DATE INITIAL ENGINEER .OF WORK OTKER APPROVAL INITIAL CITY APPROVAL LA COSTA VALLEY MIDDLE SCHOOL SITE DEVELOPMEN'l' REGIONAL STANDARD DRAWINGS RSD OWN BY: csw CHKD BY: ~o,__ RVWD BY: PROJECT NO. PD 14-01 DRAWING NO. 481-?A ..J I-0 zu o .... o-:Cz <( -0:: Uw 0 zt-ci ::> ~ C/) :iE ~ >-a. (f) oc -1 wo a:: <( I-..J ..J ..J 0 <( -o .Jw z =>o <(> 0 -1 IB :c w >w 0 a:: -u <(C ~ Ccn I-w w -1 z ::c C/) I--1 i5 <( (!) o-cn-ucn :c <( ..J 1?,.ofE.SStCJ,v. ~ ~R,1/s, ,, '" fJri1 i~-i i:Bw GJfTI a: No. 36083 .::u * EXP, 6-3<H6 :z* 0>~;, CM\ 9:-"0 I:: OF C/.>-1.§Q IDENTIFICATION STAMP DIVISION OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES A# . AC FLS ss DATE REVISIONS DESCRIPTION DAT!c I I I 6 I I I SHEET TITLE REGIONAL STANDARD ' DRAWINGS (RSD) --------SHEET NUMBER J06 HO. 2013-,;011? C-4.8 DATE 1-14-4014 SCAU; ff/IS DOCUMENT CONfA/NS INFORMATION PROPRIETARY TO MVl:, INS rtfUflQNA(.. 1110. AND ISFUffl'//SHEO IN CONFIDENCE FOR·Tf/E UM/TED PVRFOSE OF fi.VAlUATIOtl, BIDDING OR RtiVll:W THl/:i OOCIJMENT OR 1m OONIT;Nrs MAY NOf DE USI;D FOR ANY OTHER PURPOSE MO MAY NOT !,E REPROOUCED OR DISCLOSED [0 OTlifiRS W!T/iOUT THE PR!OR WRITTEN CONSENT Of MVE INSTITUTIONAi.. /WJ. All RIGHTS RESl:RVEO, ©COPYR!/31/T 2008. ~Ji~ --• --FUSCOE --11 .... ..= I N G I N E E !l I N G 6390 Greenwich Drive, Suite 170 San Diego, California 92122 tel 858,554.1500 ° lax 858.597.0335 www.fuscoe,com --·---.~--•<•• I • l·i "'~f ·~~ !, ·"~ i ,, ., II~ I i I I I I I I I ii I b '<:I' ,r- 0 N -~ ,r- ,r- I-w C/) ::s::: N .,:,. u w 0 .... :c N u (JI <( (/) C . I I I is -,, I [J [] 0 D ~J m[J agtJ I □" 93 ~~ ~ ~qi m ~ • ~ !> ' I ~f6 ! !::,::,~ ~-,-i ffi!Q is ~rr ,.. m;;, I m ,~ I I I I I I I I ;;; ,_ rn m 1.J j ' C I I I I I . \!; ~ 8 ~ I ,, ~ '"D I ~D □ _'lr ius '.'□ I~~ Cf) -,, . !ii J, i:;:~ z 7-m Ii .f~ ~ [ij Iii· rn .,.,-=~ m iff_ rn, [W~ z m w C: ,, Cl :a § 2 Cil 2 C: s: OJ m :a CJ :0 ~ 2 Cil 2 C: s: OJ m :a CJ ::tl ~ 2 Cil 2 C: s: OJ m :a _/ Ca :E~ G)~ ,Ill,. 2 co Cil 2 ~ C: I s: ...... OJ )> m :a WAL\-or MANHOLE 1/,.,c!cil-'""'"'",-i:w_lj-!"fi .. s· ,, ' NotEs: . . ----_ . DETAIL •e_'' !MN.HOLE JOINT SECTIONS 'l R,EFE_8 TO AG£NQY $PEQIFICATIQNS WHERE APPLICA8.LE. _ . . . . . . . 2 MANHOLES fOR SEWER MAINS 16" AflD LARGl.':R $1-iAlL Bf. GOATEO AND LINED _ J JJANHOLE SHAFT AND CONE: SE.CTIONS, AND QRAOE Rlt,.IGS SHAL..L HAVE A PVC LiNER PLACED '/\'Ill-I T~SHAPED SUPPORTS INTECRALL Y CAST I_NTO IHE .CONCRETE _ _ _ 4) ELASTQMl:R!C POLYURE1HANE COATING SHALL 6E APPLlED TO HIE INTERIOR QF MANHOLE SASES . . .. 5) MA'rE'.RIALS SHALL BE SELECTED FROM THE AGENCY'S APPROVE;D MATERIALS LIST Reliisioh, By J\ppro~eJ Dot1i· $AN DIEGO REGIONAL -STANDARD DRAWiNG ORIGINAL K<1r<:hi,w<il 12 75 '"""~ s-or; J. r.,,-,1owlii D5/0fi i,loto. MoMo I.I~ 8. KiJO.ll foJ/11 MANHOLE COAilNG AND LINING SYSTEfA SM-07 TOP OF WALL / J IT.OJ El IT '>Ji. . 750mm ( 6") e~---~ E _:i,; •··tl~: 8 r, •,.: If. ,'fr,,.r. .,,.-FINISH GRADE ~ fJJ ,I\J,"---,.,(" " ' .-I " jl'---., 50rriilZ" (a") MIN ""''SC,---~~-.,-•~~ J ~ ~.._____,, ":, ·,.,, ', r""@ .- ·;-;19;_. ~""',.... . '---,...._,_ . --.: . 8ACKFl!-L ~ I 1-. g ",i},;'.2>.. '-,, .. ,,".j ~ ' ~.... ., ~--·Tu ·~.. ...........__--:... ~· WATER OR. ·'f ·:: .\&-·,____ -......._____ :_: 3 R A · -~,'?'-~ ....,___~ •. TREtiCH BOTTOM ____,......,r~>",. ~ SLOPE P~OTECTION ,,"'1Jil?} FOR GRADES 20¾ TO 50% "l SE£ WALL Jo NOTES: sEcr19N 'A' 1) REFER TO AGENGY_SPEC!FlCAfJONS WHERE APPLICABLE .. 2) THE DETAILS SHOWN REPRESENT lHE MINIMUM REQUIRED, Tnt ENGINEER_ or. WORK IS, REQUJRED TO PROVIDE A SU6M)TTAL TO THE AGENCY OF JUR.l$DICTION FOR REVIEW AND APPROVAL BY THE AGENCYS. ENGINEER PRIOR TO INSTALLATION J) WALLS SHA.LL BE REINF,CiRCED CONCRETE OR :womm )( 200mm 11 400mm (a~ ;,< 8" x 16") CONCr<ET.E SLOCK, REINFORCED AND ALL CORES FILLED WJTH GROUT SEE SPECIFICA110N$ 4) FOR GRADES OVER 50%1 SLOPE PROTECTION SHALL ALSO lNC.LUOE .Ac PA\llNG1 CONCRETE SLAB OR Gl)NITE BLANKET PLACED OVER THE P!PELINE ALIGNMENT -'---lf-------ll-- 5) 100mm (4"} GUNrJE SLANKET,WITH 150mm. (6") SQUARE x 10 GAGE . 'MRE FABRIC AT THE ENGINEERS DISCRETION L£G€ND ·oN Pl.ANS >\1;1hloo 8 A roved Dote ORKIINAL SAN DIEGO REGIOMAL STANDARD D.RAWING SLOPE PROTECTION INSTALLATIONS ~ugust 2Q09 .j 4(2(({~ DAT°E $"-$-If_ OATE rsiim7 CITY OF CARLSBAD ~ e----1---+-------------'-----f----+---,.-t----t--J ;::~:::::::5:==:~=~E'::N::::Gl::'N::::EE::'R::::IN'::G::::;:DE=:P;:A;:=R:::TM:::E=N=T===-=uu=· =5~ GRADING & IMPROVEMENT PLANS DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LA COSTA VALLEY MIDDLE SCHOOL SITE DEVELOPMENT REGIONAL STANDARD DRAWINGS RSD APPROVED: JASON S. GELDERT _1-,~~.L-¥,=-'-----~ s· 3,1s EERING MANAGER RCE 63912 EXPIRES 9 30 1 DATE DWN BY: csw PROJECT NO. DRAWING NO. CHKD BY: D?./L. pp /4-01 481-7.' RVWD BY: " _J I-0 zu 01- ' o-::c z ci -r::t:: Uw ZI-0 ::> Cl) Cl)~ ;ii ->-0.. CJ! oo ' -J wo Ii'. <( I-_J _J _J u -o -lw <t:' ::, 0 z ~~ 0 -J IB ::c w 0 Ii'. -u <( 0 ;ii Ou, 1-w w ::I z ::c Cl) I-ci <( (!) o- UJ -uUJ :c <( _J ---'??DfESS10ty4 €~';),; 00 ~ !3/i'! i w w G) fTl i No.-c; 36083 ; EXP. 6-30-16 '5'~,r, Civi\ R-~-:f; ~ cf>.\.\~o /DENT/FICA TION STAMP DIVISION OF THE STATE ARCHITECT OFF/Cf, OF REGULATION SERVICES A# AC FLS ss . DATE - REVISIONS DESCRIPTION DATE /\ /\ /\ ,I\ ' \ '\ ' \ ' SHEET TITLE REGIONAL STANDARD J DRAWINGS (RSD) . ............... SHEET NUMBER JOEi NO. 2013-401'[7 C-4.9 OATE 1-14-2014 SCALI: THIS DOCUMENT CONTAINS JNFORMA r/ON PROf;'Rlt;TAfo.l TO MVE 11/STJTIJT/ONA!.. !NC. N/0 IS FURNl<if/ED IN CONFIDENCE FOR rH/a LJM/f£0 PUfl.POS/a Of t;VAtUA'(IDf,, 8!DDING OR RE\1/El+'. THIS DOCUMENT OR ITS CONTENTS MAY NOT IHi USED fORANf Orf/ER PIJRPOSE NID MA f NOT ilia Rf:FROOUC/;o OR D/SCWSl:!D TO OTHERS WITHOUT THE; PRIOR !1R!rrw CONSENT Of NV£ //'/ST/TUT/ONA!.., INC. ALL RIGHTS FlESERVEO, © COPYRIGHT l<l~II. ~1i~ - -FUSCOE --11 .... ..a E N G I N E E R I N G 6390 Greenwich Drive,.Suite'l 70 San Diego, Ca!iforni~ 92122 tel 858.554.1500 ° lax 858.597.0335 www.fuscoe.com -.:t' .... 0 ~ .... .... 1-w Cl) ~ u w ::c u <( Cl) 0 -------- I ij I·• !~· :t~ I.~ ; : . f Ii I i I I I I I I I I . ', ' - ir s I\) U1 0 ..... I\) U1 I -------~ 1··· I I ,:: I a Cl ll ii~~ § i~~ i~ 2 ~ ~. (j'J ;g 2:12 ~z~ 2 :! ~~ C :ii '"a .... $,rti s :i Q)• mm~ III I ii'lz m I I ll I I I I I I I I ~Q C " Cl I.J I , ll !ii ~ :.2 i i ij ii "''" 2} ~ 2 i!l ~ • 'i\P .(j'J ..,, ~ ;~ ! Z'. 1::i:i 2 "" C -?: --=-~-r: C iJi ~'\I s !ii m~n i ~-:7 III l\l-~ m 7 :~ lJ .n I en 0 -f " I I I