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HomeMy WebLinkAboutDWG 528-2A; PD 2020-0049; HOPE ELEMENTARY SCHOOL; 01-12AM 528-2L GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVE:O BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DO£S NOT LESSEN OR WAIVE: ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE: CHARGE: SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVE:RED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE: THE DEVE:LOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOV£R£D DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIR£D FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE:, A CERTIFICA T£ OF INSURANCE AS W£LL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSUR£D ON THE PERMITTE:E'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE: A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE: BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIA T£ AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOS£D IMPROVE:MENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DAT£ OF THE IMPROVE:MENT AGREEMENT. 7. APPROVAL OF THESE: PLANS BY THE CITY ENGINEER DOCS NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S P£RMISS/ON HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIA T£ SHEET OF THE PLANS AND THE TITLE: SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO R£Fl£CT AS-BUILT CONDITIONS BY THE ENGINffR-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACC£SS FOR FIRE AND OTHER EMERGENCY VE:HICLES SHALL BE MAINTAIN£D TO THE PROJECT SIT£ AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCH£S ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORAmRY WORK SHEETS AND (C) COMPACTION CURVE:S, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STAT£ OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE \/FR/FICA TION REGARDING ADHERENCE: TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STAT£ OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE • EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS INVE:STIGA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECQNS7RUCT10N MEETING SHALL BE HELD PRIOR TD 1HE BEGINNING OF WORK AND SHAii Bf ATTFNDED BY All RFPRfSFNTAll\/fS RfspQNSIBIF FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WQBK. THE CONTRACTOR WILL BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINA T£ A DAT£ AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVE:D DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVID£D BY THE PROJECT INSPECTOR AT THE MEETING. 15. All INSPFCTION REDIJFSTS OTHER THAN FOR PRFCONSTRUCTION MEETING IHI I BE MADE BY CAIi ING 1HE FNGINFFRING 24 HQIIR INSPECTION REQl/fST I INF AT f760l 438-,3891 INSPFCTION RFQIJfST MUST BE RfCflYEO PRIOR TD 2· 99 PM ON 1HE WORKING DAY BEFORE THE INSPFCTION IS NFFDFD, INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE:. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDUL£D FOR TWO FULL WORK DAYS LA TE:R. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVE:LOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVIC£S, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE: FOR CONFORMING TO ALL LOCAL, STAT£ AND FED£RAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONC£RNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREJN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE: FEET (5J OR MORE IN DEPTH AND APPROVE:D BY THE CITY ENGINITR AND/OR CONCERN£D AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE: B GADFDRNIA ADMINJs1RAnvt GODE, 1H£ PLAN SHALL BE PREPARED BY A REGIST£R£D ENGINEER AT THE CONTRACmRS 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 DISCOVE:RED WITHIN ANY WORK AREA DURING CONSTRUCTION, DPFRA TIONS YrU,L CEA SF lt,IMFDIA TFL Y, AND THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVE:D WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SIT£ OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND 6: 00 P.M. EACH DAY. MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON W££KENDS OR HOLIDAYS. (A UST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SIT£ HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY INSPECTOR FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACmR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE: OCCURRING ALONG 1HE HAUL ROUTE OR ADJACENT STREFTS AS A RFSULT OF 1HE GRADING OPERATION. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WAST£ MATERIAL SHALL BE DEPOSITED AT, A SIT£ APPROVE:D BY THE CITY ENG/NITR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVE:D ONLY WITHIN THE AREA TO BE GRADED. NO TRITS ARE TO BE REMOVE:D 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 SWAL£S AND DITCHES SHALL HAVE: A MINIMUM ONE PERCENT SLOPE. 25. THESE: PLANS ARE SUBJECT TO A SIGNED AND APPROV£D SWPPP AND/OR SET OF £ROS/ON CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVE:D BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJ£CT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SIT£ SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVE:D AND DISPOSED OF AT A SIT£ APPROVE:D OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROS££D£D WITHIN TEN (10) DAYS OF THE TIME WHEN rAm. SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVE:D GRADING PLANS. D:\DRAWING FILES\1111.E SHEETS\GRADING 1111.E SHEET.DWG REVISED:01/05/18 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJ£CT, DRAWING NO.----, AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE: THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA TION PLANS AND THE IMPROVE:MENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 30. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVE:D WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE: OR REMOVE:D AS APPROVE:D BY THE CITY ENGINEER. 31. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A S£ARCH OF THE AVAILABLE RECORDS. A TTE:NTION IS CALLED TO THE POSS/BL£ EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITl£S ( ABOVE: GROUND AND UNDER GROUND ) WITHIN THE PROJECT SIT£ SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (5££ BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE: THE WORK WITH A COMPANY REPRES£NTATIV£. SDG&E (BOO 411-7343 UNDERGROUND SERVICE: ALERT (800,422-4133 AT&T (BOO 892-0123 TIME WARNER CABLE (760 438-7741 COX COMMUNICATIONS (619 262-1122 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980 'CITY OF CARLSBAD(SEWER,WATE:R & RECLAIMED WATER) (760)438-2722 *SAN DIEGUITO WA TE:R DISTRICT (760)633-2650 *LEUCADIA WASTE:WA TER DISTRICT (760~753-0155 *VALLECITOS WATER DISTRICT (760 744-0460 *OLIVE:NHAIN WA TE:R DISTRICT (760 753-6466 'BUENA SAN/TA TION DISTRICT (760)726-1340 x1330 *AS APPROPRIATE: 34. PERMIT COMPLIANCE: REQUIREMENTS: A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINffR, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE: TECHNICAL ADVICE, OBSERVE: AND CONTROL THE WORK IN PROGRESS [15.16.120 A.BJ CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR [15.16.120 A. 10/ CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE:. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVE:D PLANS ( OBTAIN SAMPLE: OF COMPLIANCE LETTER FROM CITY ENGINEERING 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, AND SUMMARIES OF FIELD AND LABORATORY TESTS AND PLOTTED TEST POINTS THE REPORT SHALL ALSO INCLUDE A STA TE:MENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLJNED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. ( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE: PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FE£S WILL BE REQUIRED FOR ANY SUCH RECHECK. 36. IN ACCORDANCE WITH THE CITY STORM WA TE:R STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTE:WA TE:R DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINITR. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VF EXERCISED RESPONSIBLE CHARGE: OVE:R THE DESIGN OF THE PROJECT AS DEFINED IN S£CTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE: ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: FPL AND ASSOC/A TE:S INC. ADDRESS: 30 CORPORATE: PARK. SUIT£ 401 CITY, STA TE:: /RV/NE. CA 92606 T£L£PHONE: (949) 252-1688 BY: ALAN WING-CHI LEE. P.£. (NAME OF ENGINEER) R.C.£. NO.:_C=3~4=9~71~ __________ _ REGISTRATION EXP/RATION DAT£: __,9.,/...,,2""0/.'--'2"'0""23,,_ ___ _ -SOILS ENGINEER'S CERTIFICATE /, JOHN F. O'BRIEN. PE GE , A REGISTERED CIVIL/ GEOTECHNICAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE B Y ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF JULY 23 , 20 19 AND OCTOBER 1 , 20 20 . TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECQMME.NQA TIQNS, HA$ !JEEN $(J(JMITTEO TQ THE OFFICE QF THE CITY ENGINEER,,.,.:;:.==:::::::,.... ,fi§f.ESS10,v ~ F. Os,;,,~ SIGNED: -§' ~"-1., -J., <it G.£. NO.: ____,,1,+'<;.!..17 ____________ _ V} 651 'Z ~ E><P.J/J1/2J ij DATE: _;_1.:.;.11.::.2!&:::s;i;:.:02:..:1;__ __________ _ ~o~ ..,v * LICENSE EXP/RA TION DA TE: -1/rrc-.,,..,,v r1-~"' 0,-e,t,Ll~O OWNER'S CERTIFICATE 3/32/2023 I ( WE ) HEREBY CERTIFY Tl-IA T A REG/STE.RED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STA TE- REGULA TED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER {QSP) HAS BEEN OR wfLL BE RETAINED TO SUPERVISE IMPLEMENTATION OF THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND MUN/CIPA'-_,J MIT, LA TEST "9SION. / _ ~ \),,..// 2/14/2022 ERIC DILL, CUSD DATE EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIR£D, CONTACT ~AN=D~Y~TE:=C=LA~W~ _____ AT (760) ,310 5138 (PHONE NUMBER) 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY S£ASON. ALL NEC£SSARY MATERIALS SHALL BE STOCKPILED ON SIT£ AT CONVE:NIENT LOCATIONS TO FACILITATE: RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. FOR PROJECTS COVE:RED BY STAT£ SWPPP /WDID, IN ACCORDANCE WITH THE CONSTRUCTION ORDER ISSUED BY THE CAUFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE CONTRACTOR'S QUALIF/£0 SWPPP PRACTITIONER (QSP) SHALL UPDATE: AND MAINTAIN THE WATER POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED SIT£ COND/TIONS OF THE PROJECT. THE UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT SIT£ AND MADE AVAILABLE: TO THE CITY INSPECTOR. ADD/TIONAL CONSTRUCTION BMP'S BEYOND THE ORIGINAL APPROVE:D SWPPP SHALL BE PROVIDED TO ADDRESS SIT£ COND/TIONS NOT ANTIC/PA TED. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE CONTRACTOR'S QUALIFIED SWPPP DEVE:LOPER AND THE CITY INSPECTOR REGARDING ANY SIGNIFICANT CHANG£S TO BMP DEPLOYMENT. 4. THE CONTRACTOR SHALL R£STORE ALL EROSION CONTROL DEVIC£S TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADD/TIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINITR AND/OR CITY INSPECTOR DUE TO UNCOMPL£T£D GRADING OPERATIONS OR UNFORES££N CIRCUMSTANCES WHICH MAY ARIS£. 6. THE CONTRACTOR SHALL BE RESPONSIBLE: AND SHALL TAKE NEC£SSARY PRECAUTIONS TO PREVE:NT PUBUC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE: A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVE:D SWPPP AND/OR EROSION CONTROL PLAN SHALL BE INCORPORATED HEREON. 8. GRAD£D AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE: DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE: (5) DAY RAIN PROBABILITY FORECAST EXC££DS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVE:D AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE:. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE: COV£RAG£ OF GRADED SLOPES (90% COV£RAG£) PRIOR TO NOVE:MBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND S£DIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONS£RVA TION, STAT£ OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY £ROS/ON CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN S£CTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOLLOWING: A. H YDROS££D/NG SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: I (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLA TTE:R THAN 6: 1 WHEN ANY OF THE FOLLOWING COND/TIONS EXIST: a. NOT SCHEDUL£D FOR IMPROVE:MENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIF/£0 Bi THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE: ANY SPECIAL COND/TION IDENTIFIED BY THE CITY ENGINITR THAT WARRANTS IMM£DIA T£ TREATMENT. B. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVE:NTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVE:RAGE. b. GREA TE:R THAN B FEET IN HEIGHT SHALL BE WA TE:RED BY A CONVE:NTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVE:RAGE. 2. AREAS SLOPED L£SS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVE:D BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVE:LOPER SHALL SUBMIT A PROPOS£D SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOS£D SYSTEM. 3. /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVE:L OF THE SOIL AT THE OPTIMUM L£V£L FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROSITDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. S££D MIX SHALL CONSIST OF NO LESS THAN: 2. a. 20 lbs. PER ACRE OF ROS£ CLOVE:R b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF £ SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACH/LLEA MILLEFOLIA e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1/2 lb. P£R ACRE OF DIMORPHOL£CA g. ITEMS c,d,e, AND f OF THIS SUBS£CTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROS££DED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROG£N FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROS££DING. i. ALL SEED MA TE:RIALS SHALL BE TRANSPORTED TO THE JOBS/TE: IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WEmNG AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACmR. TYPE 1 MULCH APPLIED AT THE RAT£ OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHA T£ SULFA TE:, 16-20-0, WITH 15% SULPHUR APPLl£D AT THE RAT£ OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROS££DING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF: a. TRACK WALKING SLOPES ST££P£R THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLA TTE:R THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE:. 2. COND/TIONING THE SOILS SO THAT IT IS SUITABLE: FOR PLANTING BY: a. ADJUSTING THE SURFACE: SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED 8£0. b. THE ADD/TION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVE:RING SALINE SOILS TO PROVIDED VIABLE COND/TIONS FOR GROWTH. £. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE THE PROJ£CT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE THE PERMANENT LANDSCAPING, UNTIL THE PROJ£CT IS COMPLETED AND ALL BONDS RELEASED. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE: PLANS WAS GENERATED BY __ _ --METHODS FROM INFORMATION GATHERED ON APRIL B VICINITY MAP CITY OF OCEANSIDE ~H~IG~HW~A~Y-r-_;;78~--:li■iPRCJJEC:ri:OCm~ \ .·. PROJECT LOCATION I PACIFIC OCEAN INDEX OF SHEETS 1 -TITLE SHEET 2 -DEMOLITION PLAN 3 -GRADING PLAN 4 -GRADING PLAN 5 -GRADING PLAN 6 -GRADING PLAN 7 -GRADING PLAN B -DETAILS 9 -DETAILS 10 -DETAILS 11 -TREE WELL AND 8/0FIL T. WITH PART. RET. POND BMP DETAILS 12 -SINGLE: SHEET BMP ORl'IE i , ,-~ ,\;;, p 1~ ' L ,+,, '<.... INDEX MAP . 1"=200' 1 SHT7 I ABANDONMENT NOTES l I Sltl1Jle.,_5H[[T C I~ 1 - 6 5 NOT TO SCALE j WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REM£DIAL GRADING, DRAINAGE: FACILITIES, £ROS/ON CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT G£0LOG/C MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS S£T OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS S£T OF PLANS 4. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 5. SOILS REPORT AND RECOMMENDATIONS BY REPORT G£0T£CHNICAL AND GEOHAZARD INVE:STIGATION, HOPE ELEMENTARY SCHOOL MODERNIZATION, 3010 TAMARACK A VE:NUE, CARLSBAD, CALIFORNIA, DA TED SEPTEMBER 5, 2019. REPORT ASSESSMENT OF DESIGN PHASE INFILTRATION FEASIBILITY, HOPE ELEMENTARY SCHOOL MOD£RNIZA TION, 3010 TAMARACK A VE:NUE, CARLSBAD, CALIFORNIA, DA TED OCTOBER 1, 2020. 6. THE SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 7. THE COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS GREEN STREETS STANDARD DRAWINGS (GSSD), MARCH 2021. 8. ENVIRONMENTAL APPROVAL DOCUMENTS DATED 8/1/2019 (CEQA NOTICE OF EXEMPTION) 9. STORM WATER POLLUTION PREVE:NTION PLAN PREPARED BY WHITSON CM DATED 7/4/2020 AND MODIFIED BY NOVA ENGINITRING XX _ TO RISK L£V£L 3 DA TED __ _ WDID NO. 9 .37C.39077.3 10. STORM WATER QUALITY MANAGEMENT PLAN PREPARED BY FPL AND ASSOC/A TE:S DA TED 7/22/2022 11. CALIFORNIA STORM WA TE:R QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SIT£ BMP MANUAL. 11. CAL TRANS STANDARD PLANS AND SPECIF/CATIONS, LA TEST £0/TION. DESCRIPTION 4• AC OVER 6" CMB 4" AC OVER 6.5" CMB 4" PCC OVER 6" CMB 7" PCC OVER 6" CMB SIDEWALK PER G-07 CURB & GUTTER PER G-02 3' WIDE PCC CHANNEL PCC CURB, H PER PLAN LEGEND SHT.NO./REF 8 8 8 8 SDRSD SDRSD 10 10 SYMBOL 1B (20) l'i®'d 5 = 12" x 12" CATCH BASIN, PARKWAY 9 12" x 12" CATCH BASIN, TRAFFIC i-=,...::....:.=,,....=:..:.=.:....::::..:=:....:...:..::.::.:..:.::..:.'-----=-----'~ Iii 6 ~ 9 18" x 18" CATCH BASIN, PARKWAY 9 1811 QUANTITY 31,200 SF 7,500 SF 28,500 SF 800 SF 35 SF 20 SF 10 LF 500 LF 14 EA 3 EA 3 EA PARTIALLY COMPLETED PROJ£CTS S££KING TO INDEFINITE:LY STOP WORK AND CLOSE THE GRADING PERMIT MUST IMPLEMENT APPROPRIA T£ ACCESS RESTRICTION AND EROSION AND SEDIMENT CONTROL MEASURES TO THE SATISFACTION OF THE CITY, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: REDWOOD HEADER 36" x 36" CATCH BASIN, COVER PER PLAN RIP RAP STONE, SIZE PER PLAN 2' WIDE PCC GUTTER 10 9 10 10 7 -1.100 LF 8 6 EA 9 ~ 360 SF 10 ~ 1) PERMANENTLY STABILIZE ALL SLOP£S (>5%) -70% COVER WITH WELL-£STABLISH£D, SUSTAINABLE, NON-1\££0 VE:GETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) IS CONSIDERED ADEQUATE:. 2) PERMANENTLY STABILIZE FLAT AREAS (5:5%) -70% COVER WITH WELL-ESTABUSHED, SUSTAINABLE, NON-1\££0 VE:GETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) OR 2 INCHES (MINIMUM) OF PERMEABLE COVE:R (E.G., GRAVE:L) IS CONSIDERED ADEQUATE:. 3) RESTRICT ACCESS TO SIT£ -COORDINA T£ WITH CITY STAFF TO DETERMINE APPROPRIA T£ FENCING TYPE. 4) S/GNAG£ ALONG FRONTAGE ROAD(S) POSTING THAT DUMPING, LITTERING, AND TRESPASS/NG ARE PROH/8/TE:D. 5) TRESPASS ENFORCEMENT AUTHORIZATION LETTER MUST BE SENT FROM THE OWNER TO THE CITY OF CARLSBAD POLICE DEPARTMENT. 6) 4" HDPE PIPE SEE lRENCHING DETAIL 8 6" HDPE PIPE SEE TRENCHING DETAIL 8 8" HDPE PIPE SEE TRENCHING DETAIL 8 18" HDPE PIPE SEE TRENCHING DETAIL 8 WING TYPE HEADWALL. DWG NO. D-34 SDRSD 8" SDR35 PVC PIPE SEE TRENCHING DETAIL 8 o· HIGH MOW CURB 10 CHAIN LINK FENCE DWG NO. M-06, H=6' SDRSD CHAIN LINK WALK GA TE DWG NO. M-05, W=6' SDRSD lREE WELL, DWG NO. PER PLAN 11 TYPE 1 SUBSURFACE DRAINAGE PER GS-1.05 11 1 13 14 SD --so-- SD SD 15 ~ 16 so-- 21 -,- 90 LF 400 LF 100 LF 800 LF 620 LF 5 EA 120 LF 810 LF 350 LF 3 EA 25 EA NOTARIZE AND RECORD AGAINST THE PROPERTY AN AGREEMENT STATING THAT OWNER IS RESPONSIBLE FOR MAINTAINING FENCING AND S/GNAG£, ADHERING TO THE FIRE PREVE:NTION ORD/NATION, KEEPING THE SIT£ FRIT FROM UTTER ACCUMULATION AND V£G£TA TION GROWTH, AND REMOVING ANY ILLEGALLY DUMPED MA TE:RIALS AT THE SIT£ UNTIL THE PROPERTY IS DEVE:LOPED IN THE FUTURE. BIOFILTRATION Willi PARTIAL RETENTION POND 11 2 EA: 3.554 SF ALL STANDARD DRAWINGS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE: • CITY OF CARLSBAD STANDARD •• CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING ••• SDRSD AS MODIFIED BY CITY OF CARLSBAD LEGAL DESCRIPTION PORTION OF LOT "J" OF RANCHO AGUA H£DIONDA, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STAT£ OF CALIFORNIA, ACCORDING TO MAP THEREOF N0.823, FIL£D IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. NOVE:MBER 16, 1896. PROJECT ADDRESS 3010 TAMARACK AVE:NUE, CARLSBAD, CA 92010 DEVELOPER EXISTING BUILDING EXISTING CONCRElE PAVING NEW LANDSCAPE NEW BUILDING DAYLIGHT OR LIMIT OF WORK L ...... J El EXISTING SIGN GRADED SLOPE DIRECTION OF FLOW GRADE BREAK u TOPHTOE - BUILDING COLUMNS -EXISTING DECORATIVE SECURITY FENCE EXIST. SANITARY SEWER PIPE ----s D D D EXIST. WAlER PIPE ---W------- EXIST. IRRIGATION PIPE --IRR ------ EXIST. CABLE TV CONDUIT OR WIRE --CA TV------ EXIST. ELEClRICAL CONDUIT OR WIRE --E ------ EXIST. COMMUNICATION CONDUIT OR WIRE --C ------ POST-CONSTRUCTION BllP TABLE STORMWA TE:R REQUIREMENTS THAT APPLY: □ STANDARD STORMWA TER REQUIREMENTS ~ PRIORITY PROJ£CT REQUIREMENTS TYPE DESCRIPTION OWNERSHIP EXEMPT FROM TRASH CAPTURE? □ YES ~ NO 1WNTl!NANCI AGREDENT EXEMPT FROM HYDROMOD/FICA TION? □ YES ~ NO SHEET NO. IIAINTENANCE FREQUENCY NAME: CARLSBAD UNIFIED SCHOOL DISTRICT, ATTN: JESSICA KIMBRELL TREE W£LL TREE, MULCH AND AMENDED SOIL CUSD 1PRIVAT£) J, 4, 6, 7 2 TIMES PER YEAR ADDRESS: 6225 EL CAMINO REAL, CARLSBAD, CA 92009 PHONE NO.: (760) 331-5000 REFERENCE DRAWINGS GRADING PLANS FOR: GALA VE:RA HILLS ELEM. SCHOOL DIVISION OF STAT£ ARCHITECT A47789, 10/20/1986 BENCH MARK DESCRIPTION: CLSB-089. A 2.5" DISK LOCATION: SOUTH CURB OF CARLSBAD VILLAGE: DRIVE: IN THE MIDDLE OF A CURVE: CONCA VF NORTHEAST, 205 FEET SOU1H£.ASTERLY OF VICTORIA AVENUE AS SHOWN IN CfTY OF CARLSBAD CONTROL RECORD OF SURVE:Y 17271 8/0FIL TRA TION V£G£TA TED SURFACE:, CUSD WITH PART RET. GRA V£L STORAGE: (PR/VA TE:) 3, 5, 11 2 TIMES PER YEAR "AS BUil T" RCE __ _ EXP ____ _ DATE REVIEWED BY: DATUM: NGVD 29 RECORD£D: 11/15/2001 ELEVATION: ELEVATION: 278.954 TOTAL LOT AREA -577,381 SF (13.25 ACRES) TOTAL DISTURBED AREA = 132,600 SF (3.04 AC) (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SIT£ WORK INCLUDING PUBLIC IMPROVE:MENTS AND TEMPORARY DISTURBANCE SUCH AS V£H/CL£ AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRA VE:L PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOPE KEYWAYS) TOTAL REPLACED IMPERVIOUS AREA =83,500 sr TOTAL PROPOS£D IMPERVIOUS AREA = 16,600 SF DAlE t---t-----+--------------+-------+--lsH1EETl.c_r_T_Y_o_F_c_A_R_1_s_B_A_D~lsH1EE2Tsl _ ENGINEERING DEPARTMENT INSPECTOR GRADING PLANS FOR: HOPE ELEMENTARY SCHOOL 20..JL BY PASCAi I ARFT SIIITFR AND ASSQC/AT£S TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP EARTHWORK QUANTITIES ACCURACY STANDARDS. cu~ __ _,_,13~1 __ cy t-----+--+----------------t----+--+----t---1 ;=G=R=20=2=0=·0=0=35=======Tl=TL=E=SH=E=E=T=========: APPROVED: JASON S. GELDERT PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARC£L NUMBER(S) 1671011100 THE CALIFORNIA COORDINA T£ INDEX OF THIS PROJECT IS: N 2007392 4D9B £ _ _.6 ... 23.,.B .. 9.._7,..1 ,..16u.4.._1 ____ _ FILL: 1. 630 CY IMPORT: 1 .499 CY EXPOR~~O~---CY REMEDIAL: 4 606 CY DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL ENGINEERING MANAGER DWN BY: PG DATE INITIAL CHKD BY: __ _ CITY APPROVAL RVWD BY: RCE 63912 EXPIRES 9/30/24 PROJECT NO. PD2020-0049 DRAWING NO. 528-2A DocuSign Envelope ID: 52C2CF89-9991-4B4E-9BE3-34AAB5A4F3A3 6/5/2023 AM DEMOLITION NOTES: PER A MEETING WITH THE CITY ENGINEER ON APRIL 26, 2022, THE LE\oll. OF DETAIL FOR DEMOLITION ON THESE GRADING PLANS WAS AGREED TO BE A BLANKET "DEMOLITION AND REMOVAL" OF THE AREA PLANNED FOR IMPROVEMENTS. ALL EXISTING SURFACE IMPROVEMENTS TO BE DEMOLISHED AND REMOVED WITHIN THE BOUNDARIES SHOWN HEREON. ALL UTILITIES, INCLUDING STORM DRAIN, SANITARY SEWER, POTABLE WATER, IRRIGATION, ELECTRICAL CONDUIT, COMMUNICATION CONDUIT, ETC., SHALL BE PROTECTED IN PLACE (PIP) UNLESS NOTED OTHERWISE, EITHER ON THESE DRAWINGS OR PER A SEPARATE PLAN AND PERMIT ASSOCIATED WITH THIS HOPE ELEMENTARY SCHOOL MODERNIZATION PROJECT. THIS DRAWING SET DESCRIBES THE CIVIL SITE WORK, INQUDING GRADING, DRAINAGE, SURFACE IMPROVEMENTS (CONCRETE, ASPHALT, CURBS, GUTTERS, ETC.), AND WATER QUALITY ELEMENTS IN ACCORDANCE WITH THE CITY OF CARLSBAD REQUIREMENTS. SEPARATE PLANS AND PERMITS ARE ASSOaATED WITH THE PROJECT, INCLUDING, AT A MINIMUM, ARCHITECTURAL. STRUCTURAL, MECHANICAL, PLUMBING, LANDSCAPE, AND IRRIGATION. HATCH LEGEND: I -7 _= =EX=ISTl=N~G =BU=ILD=ING~-----DEMOLITION LIMIT L _ _J = EXISTING CONCRElE PAVING D:\DRAWING FILES\111lE SHEElS\GRADING TITLE SHEET.DWG REVISED:01/05/115 -- "AS BU I LT" RCE __ EXP. __ _ DATE REVIEWED BY: >---------<---+------------+---+-----+----+----< GRADING PLANS FOR: HOPE ELEMENTARY SCHOOL >---------<---+------------+---+-----+----+----< ~GR:::=20='=20=-0==03=5 ===D=EM=OL=IT=ION=P=LA=N=======~ >---------<---+------------+---+-----+----+----< APPROVED: JASON S. GELDERT 30 15 O 30 60 t-----t---+-.,,-----------+---+----+---+-----1 =EN=GIN=EER=ING~M=AN=AG=ER~RCE~6=39=12~E=XP=IRE~S 9~3=0 ~24~~DA=TE~ -~==1--~==J---1-------4-----1-'=1 ------------1-----1----1----1------I DWN BY: DC PROJECT NO. DRAWING NO. 1 DATE INITIAL DATE INITIAL DATE INITIAL REVISION DESCRIPTION t--~---+--~------1 CHKD BY: --PD2020-0049 528-2A ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: SCALE: 1" = 30' DocuSign Envelope ID: 52C2CF89-9991-4B4E-9BE3-34AAB5A4F3A3 6/5/2023 AM '. . . t:. . \ . . A. ,q . q@ :?o~ . ' I t._ \ / / ~ PROTECT EXISTING ( CURB AND GUTTER IN PLACE I REMOVE CURB ONLY ALONG EXISTING INLET I STRUCTURE TO ALLOW I DRAINAGE TO FLOW FREELY TO POND A CONCRITT PAVING TO WAITS OF REMOVED INLET DRAIN -FLOW p CURB AND GUTTER IN PLACE EXlSTING GUTTER ---------------------- .. ·q .... q {,_ i .. " {,_. ..~ q· 1 I I SPECIAL NOTE NESTING BIRD AND RAPTOR AVOIDANCE IF INITIAL GRADING AND VEGETATION AND REMOVAL ACTIVITIES (I.E., EARTHWORK, CLEARING, AND GRUBBING) MUST OCCUR DURING THE GENERAL BIRD BREEDING SEASON FOR MIGRATORY BIRDS AND RAPTORS (JANUARY 15 AND SEPTEMBER 15), THE PRO.ECT APPLICANT SHALL RETAIN A QUALIFIED BIOLOGIST TO PERFORM A PRECONSTRUCTION NEST CLEARANCE SURVEY WITHIN POTENTIAL NESTING HABITAT TO CONFIRM THE ABSENCE OF ACTIVE NESTS BELONGING TO MIGRATORY BIRDS AND RAPTORS AFFORDED PROTECTION UNDER THE MBTA AND CALIFORNIA FGC. THE PRECONSTRUCTION SURVEY SHALL BE PERFORMED NO MORE THAN 3 DAYS PRIOR TO THE COMMENCEMENT OF GRADING AND/OR VEGETATION REMOVAL ACTIVITIES. IF THE QUALIFIED BIOLOGIST DETERMINES NO ACTIVE MIGRATORY BIRD OR RAPTOR NESTS OCCUR, THE ACTIVITIES SHALL BE ALLOWED TO PROCEED WITHOUT ANY FURTHER REQUIREMENTS. SHOULD AN ACTIVE NEST OF ANY MBTA-COVERED SPECIES OCCUR WITHIN OR ADJACENT TO THE PROJECT IMPACT AREA, A BUFIFER SHALL BE ESTABLISHED AROUND THE NEST, AND NO CONSTRUCTION SHALL OCCUR WITHIN THIS AREA UNTIL A QUALIFIED BIOLOGIST DETERMINES THE NEST IS NO LONGER ACTIVE OR THE YOUNG HAVE FULLY FIL.EDGED. BUFIFER WIDTH SHALL BE 500 FEET FOR RAPTORS OR LISTED BIRD SPECIES. BUFIFER WIDTH FOR OTHER BIRD SPECIES SHALL BE DETERMINED BY THE QUALIFIED BIOLOGIST BASED ON SPECIES AND SITE CONDITIONS. STRUCTURAL (POST-CONSTRUCTION) BIIP T.ABLI! TYPE SIZE OWNERSHIP TIREE WELL 24' X 24' CUSD (PRIVATE) TIREE WELL 24' X 24' CUSD (PRIVATE) TIREE WELL 24' X 24' CUSD (PRIVATE) TIREE WELL 24' X 24' CUSD (PRIVATE) TIREE WELL 24' X 24' CUSD (PRIVATE) Bl OFIL TIRA TI ON 350 SF CUSD WITH PAR TI AL RET. (PRIVATE) D:\DRAWING FILES\111lE SHEElS\GRADING TITLE SHEET.DWG REVISED:01/05/115 CONSTRUCTION NOTES: NOTE: ALL UTILITIES, INCLUDING STORM , ' / / / / / 1 ' ,__ __ D_E_S_C_R-IP_T_I_O_N ___ S_H_T_.N_O ______ D_E_S_C_R_I_P_T-IO_N _______ S_H_T-.N-0__,. :1~1TI~~I~6TR5fcV::t•J~ci~~~E WATER, / / / ' 1 ' / / f 1 @ 4" AC OVER 6" CMB @) 4" PCC OVER 6" CMB @ SIDEWALK PER G-07 @ CURB & GUTTER PER G-02 @ 3' WIDE PCC CHANNEL @ PCC CURB, H PER PLAN @ 12" x 12" CATCH BASIN, PARKWAY @ 12" x 12" CATCH BASIN, TRAFFIC @ 18" X 18" CATCH BASIN, PARKWAY (J) REDWOOD HEADER @ RIP RAP STONE. SIZE PER PLAN 8 8 SDRSD SDRSD 10 10 9 9 9 10 10 @) 2' WIDE PCC GUTTER l O COMMUNICATION CONDUIT, ETC., SHALL BE / / / DA YUGHT '13' a• HOPE PIPE SEE TRENCHING DETAIL 8 PROTECTED IN PLACE (PIP) UNLESS NOTED / / . / / l.!!ll OTHERWISE / / / 1 o; / @) a· sDR35 PVC PIPE SEE TRENCHING DETAIL 1 8 0 , / / • /j '// 1 /I/ I/Ji I I/ 1 I/; I .. ~· "'"j . ® o· HIGH Mow CURB ///// '/ ~11 11 I I /IJ..../1..$' I . @ CHAIN LINK FENCE DWG NO. M-06, H=6' SSDDRRSSDD / // '/ / //, ~ 11 1./1..,<f; ~'; f/ / / j @ CHAIN LINK WALK GATE DWG NO. M-05, W=6' / 1 / /.;:.. /4¥-/j I ?1 / I; @)TREEWELL,DWGNO.PERPLAN 11 /1 ~1~· f!!//,I II// TYPE 1 SUBSURFACE DRAINAGE PER GS-1.05 1 ;s<. /,r$,'" 1 fi / /I, I I @ BIOFILTRATION WITH PARTIAL RITTNTION POND 11 ~/ /"'i/ / // 1/111 I I I j I/////////; I I I I I////////_ //I/,,/ /; / /1 / /1 ///1. 22~8 :=H=A=T=C=H=L=E=G=E=N=D=: =======================: :/ /1 ~//1 ~ ~/ / /1 1 CURB & r --7 _=~EX=IS~TI=N~G~B=Ul=LD=IN=G~----L __ j = EXISTING CONCRETE PAVING = NEW ASPHALT CONCRETE PAVlNG & BASE MATERIAL = NEW LANDSCAPE l I ~ 1~ ~t ! f l ~ ;\ 1-:. KIN"' ER \GA I EN \ I VARIAS!,E HEIGHT CF I @ \ \ l'.j ... i'5 Cl :,:: !!I ~ ! \ \ TO BE PIP UNO SEE SHEET TG () SD~ o () )> r o•cp221.10 -< @ I TC I I E I () rcfl I --· (227.24)FS JOIN EX I 3 DOOR ' c----c----C C C I 227.21 q ~-() . -< I I _q /' --1--. . ,;· "" .< ®" 'i:, ~/ {,_ i \ ·q 'i:, -... .RO " '® -{,_, I @ _q q (227.24)FS JOIN EX -'-DRAIN · - {,_ ... ·1· . RIDGE t~ . 1,71% ,~ 4"CF 226.87 TO" 226.51 FS · 226.51 · · · · GB .. FS GB ... ii\i-5 ao \ 226.37 L JL._FS . GB ,,_.,. ··- 226.4 ~ 226.47 @ ~i ' CURB ALONG \ EXISTING BACK OF SDWK @ DRAIN q " .D.OOR .. 226.5 ,~ GB ··-~G:- FS @)226.12FL \ r..-.. ,~ 226.37 \!!JI 00 "'l FS J_~ . o · RCE __ _ REVIEWED BY: (226.76)FS JDIN EX I I I I I (227.25)FS JOIN EX (227.31)FS JOIN EX -~· (226 97)FS JOIN,~== EXP, ___ _ DATE HOPE ELEMENTARY SCHOOL 1-----+--+----------------+----+---1-----+----1 ~G=R=20=2=0-==0=03=5====G=R=A=D=IN=G=P=L=AN============~ APPROVED: JASON S. GELDERT 10 5 0 10 20 SCALE: 1" = 10' t-----+--+--><--------------+----+--t----+----1 =EN=G=IN=EE=RIN=G~M=A=NA=GE=R~R=C~E6=3=9~12~E=XP~IR=ES~9~30~24~~D~ATE~~ 1 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: DC CHKD BY: __ RVWD BY: PROJECT NO. PD2020-0049 DRAWING NO. 528-2A DocuSign Envelope ID: 52C2CF89-9991-4B4E-9BE3-34AAB5A4F3A3 6/5/2023 AM 23" Bott v 17" To Oflil 6" PVt \ ---+----------'{!]Il \ ......... I~ I ~NG lf PY I C ::, ,-Communication (227.28)FS JOIN X ,.......,_,.~ I I .5' \ _j ::, I I I [? ::l ::l ,-------------------------§ ---------t I -. I () I I Q ::::,- I o· I I ~ ._. ______________ _ (227.40)FS JOIN EX DOOR EXISTING BUILDING A (227.41 FF) @ -------------- EXISTING BUILDING A (227.41)FF 227 DOOR ffi 4227.0 . ~ . ~ ,q .4 ... --~ 1. • \ . -A (227.26)FS JOIN EX (227.41 FF) 225.7_8 fS . •-. -----. -· ·. ,r ---:-----;-,--I • • •· • .. • _4. ~ J ·_ --~-·®-... ~ -~~. --------4 . . -----· ·.-1 .; Q:: . 8 -o · C .l/l . I E I . . ... .18'SD . TO .BE . 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"" .:.... GB_ . -== .:....-.. _ 1~;-==.::.:.--=....: QB _ _;_ . .J.J.. ..:...:. -= 1~. ~!.!!!Ll!! ~~p18,REMoVE / / .r ( ~ 11 I / / ~ ,,- W:::C:I I ~ - -~ ~ _,,,/' II -1[~ --< :Z----1 Y<"-.~,_---------------~:-1¥5 ~512 -------SAWC<U~l ow_ -------:: ,tleQI!c~:. ~225-~=----~ -~-~INV011~·DS.E -Water~ :-:_5•·----1'.I) / / / "" f / ! /-/ II f.. -'ll-i;.~ ~ -< l / / // (/J' ( l J ,..II II ,;: II C/'J I ~ ---.__ ~ --~~-----122ti.01----------~ ~ \ "' ,:;-.._ I -----f--HATCH LEGEND: ---<--l < \ \ I I -w--E------------=---w I ~t 1----------------------------------l --t""' - -(226.5)--Cl ~ \ \ \ -~7'::,?:_~sfi~J...~ I I -------~-~RA;_-;-1-4;;:;P,F,E ___ !..!.!__j___....l-=L;--..._ r --7 -EXISTING BUILDING -----NEW ASPHALT CONCRETE PAVING ----_ \ f \\ -.-'---E t-~'t--------t~-t)::: .J' I ---()N-l~~Vd--I 'IC) ~ I L - -J '-------' & BASE MATERIAL - --+ -~-I ' II ~\ C, \ -\ -i 111 ON I 6 /, ~sg~ I = EXISTING CONCRETE PAVING • • • -NEW LANDSCAPE E ----1-----'--E ----'----+--E -W-----'----,~-Ele_c_tn_c_!:j'...,_5..::-"'---=--'E ----1----'--E ----1--'+---+---4--\ \ I Fl : : .. ·: ·: I I I I I I 1 -~ I \ I L LL I I I I I I 1 •••••••••••••••1--1-=-=NE=W-=BU=ILD=IN=-G____ --:_-_-_j---:---\-_ ::l-__ :o • · · · • = NEW CONCRETE PAVING • . .f. . . -----'-'=-"--"=-'=='-'--'-'-'-==----& BASE MATERIAL "AS BU I LT" ) RCE __ _ EXP. ___ _ DATE REVIEWED BY: FPL AND ASSOC/A TE:S, INC. JO CORPORATE PARK, SUITE 40 . . ___ l ---=-~ ~-1 =: CONS~:~~;\~~l~~TES: SHT.NO. DESCRIPTION SHT.NO. ~-=,-:_=-=-..::STRU=--~--=-CTUIW.-=--=.-=_i-;-:osr--~_-;;=-NSTR--=u-rn-:-N-l-:::-T-ffl»'- 1 R_R~-2-,•--,;---A---jf----f+_--~~-~-- 1 RR ----,=l=P~=~~=,~~=,~=E ~:-=-~r 22 ~ 7 ~.o-i wl-RR----,-~~~~~~~=f----l~j _ ---.::::--=-~ ..:::_ ---=~-J l _ _ @ 4" AC OVER 6" CMB : @ 8" HDPE PIPE SEE TRENCHING DETAIL /RV/NE, CA 92606 . . DATE f-------1f----+-----------+---I---I----I------II SH4EET I CITY OF CARLSBAD I SH1EE2TS I ENGINEERING DEPARTMENT ;:::::=:::::::::::...=:::===:::::::::::::::::::::::::::::::::::::::::::::::::::::::::=:::::::::=='....::::::== INSPECTOR ~ = ':=-----=-== i:1 J~I ~ I ~: ;~~o::6:: i~: : I !E~~;~~~~;o~P:Rc:::NDETAIL 8 8 10 11 TYPI! TREE WE'LL SIZE 4' X 4' 011Nl!RSHIP CUSD PRIVATE ---s '---.J @ PCC CURB, H PER PLAN 1 O TYPE 1 SUBSURFACE DRAINAGE PER GS-1.05 1-__ -[ (@ 12' x 12" CATCH BASIN, PARKWAY 9 ® PROTECT IN PLACE [ / @ 12' x 12· CATCH BASIN, TRAFFIC g I I {J) 8 7 REDWOOD HEADER 1 9 0 _ _ _ _ @ 36" x 36" CATCH BASIN, COVER PER PLAN s @ 4" HDPE PIPE SEE TRENCHING DETAIL 8 @ 6' HDPE PIPE SEE TRENCHING DETAIL 8 NOTE: All ununES, INCLUDING STORM DRAIN, SANITARY SE:l'ER, POTAB/£ WA m?, /RR/GA llON, f1£C1R/CAL CONDUIT, COMMUN/CA llON CONDUIT, ETC., SHALL BE PROTECTED IN PLACE (PIP) UNl£SS NOTED OTHERWISE D:\DRAWING FILES\111lE SHEElS\GRADING TITLE SHEET.DWG REVISED:01/05/115 TREE WE'LL 4' X 4' TREE WE'LL 4' X 4' TREE WE'LL 4' X 11' TREE WE'LL 4' X 11' TREE WE'LL 4' X 11' USD RIVA TE USD RIVA TE 10 5 0 10 20 SCALE: 1" = 10' 1-----1--+-----------------ll----+---l-----+--...I GRADING PLANS FOR: HOPE ELEMENTARY SCHOOL 1-----l--+-----------------11----+---l-----+--...I ;=G:::::R:::20=2=0-=0=03=5=======G=R=AD=l=NG=P=L=AN========: APPROVED: JASON S. GELDERT l----+--+--c....----------------11----+--+-----+-----I ""EN-'-'G"-'IN"'EE"-'Rl"'NG'-=MA-"'N'-"AGecERc...._-'-'RC""E'--'6""3"'91_.,,_2----=EXecP"-'IR"'ES'-'9"-=30"-L-'=2-'-4---'D"'-A'-"TE~__J 1 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: DC CHKD BY: __ _ RVWD BY: PROJECT NO. PD2020-0049 DRAWING NO. 528-2A DocuSign Envelope ID: 52C2CF89-9991-4B4E-9BE3-34AAB5A4F3A3 6/5/2023 AM , 097 ~ I ~ ' SEE SHEET 6 / I .. , "I / I @ -SD -I I ID-t!) .,, @ / t ' ( ' I ....... ....___ - 1 l PROVIDE 14 ' JOINTS FOR THIS STRETCH ) ' OF 18" HOPE I ~ ~ i:Ol i ~ @ ,J ,, 224.93 TG 22::, S J ~~- '"111:i" I I-~ \ 0 s (/) w 5) \ w \ :::c UJ \ w 224.14 0 (GARDEN) TC S 7 w ~1 UJ C (/) \ / \ (224.14)FS @ (/) JOIN EX D:\DRAWING FILES\111lE SHEElS\GRADING TITLE SHEET.DWG REVISED:01/05/115 \!!)I '2is.s / , ', ....... I I I ( I I I I ( \ \ \ "' ~o / , @ I I / I \ I I ' -- ) \ ADD 8" WYf. AND RISER WITH 8 HOPE CAP AT GRADE (CLEANOUT). \ J I , - I I l . I I I I -1 2 5. 0 I '7 f I ) 2t o (I I ~ 1 1 .5 • J. I I I· I • • •. I . . . I I 1 . . . > . . I . : I "' \ CONSTRUCTION NOTES: . : I :J I -;;; I ~ I . I I ,,,, ./ I V I I ; I I . I I I / / DESCRIPTION SHT.NO. @ 4" AC OVER 6" CMB 8 ® PCC CURB, H PER PLAN 10 ffi REDWOOD HEADER 10 36" x 36" CATCH BASIN, COVER PER PLAN 9 ® RIP RAP STONE, SIZE PER PLAN 10 @ 8" HOPE PIPE SEE TRENCHING DETAIL 8 ® 18" HOPE PIPE SEE TRENCHING DETAIL 8 @) WING TYPE HEADWALL DWG NO. D--34 SDRSD HATCH LEGEND: r--, = EXISTING BUILDING L __ J f l = EXISTING CONCRETE PAVING ' • •,. • ,__=~N=EW~C=O=NC=RE=TE~PA=Vl=NG~-- & BASE MATERIAL I I /I DESCRIPTION SHT.NO. @ CHAIN LINK FENCE DWG NO. M--06, H=6' SDRSD @ CHAIN LINK WALK GATE DWG NO. M--05, W=6' SDRSD @ BIOFlLTRATION POND WITH PARTIAL RETENTION 11 NOTE: ALL U71LJ71ES, INCLUDING STORM DRAIN, SANITARY SEl\£R, POTABLE WATER, /RR/GA 710N, ELECTRICAL CONDUIT, COMMUN/CA 710N CONDUIT, ETC., SHALL BE PROTECTED IN PLACE (PIP) UNLESS NOTED OTHERWISE = NEW ASPHALT CONCRETE PAVING & BASE MATERIAL ·•:•:•: ---=----"N"'-'EW,_,L:!:!AN'-"'D""SC"°'AP'--'=E~--- 1 > ·.·.·.·.······'11--_=_,_N=EW"--=BU=ILD=IN=G ____ _ ) 19 I ,,.l.llll"----DAYLIGHT I / I \ / / l__ ; I I I > > 1 . I 19 . . I I I I I : I .I 19 I I I 0 10 " ----_/ 20 " I J ) I ( I I I I I I I I I ) I I ( I I I I I ! I I SEE SHEET 6 FOR CONTINUA l]bN OF 8" STORM DRAIN / ( I ~ I I I J I , 0 INV' (Fl~LD VERIFY) CORE INTO / EXIST. CB sEE DETAIL BELOW ~ EXIS71NG SIDE OPENING CATCH BASIN 8" HOPE -- 18" HOPE --1/ . .. . . ~ ..... . ,,, .. CORE INTO SIDE • OF BASIN; FILL • VOIDS W/1H NON-SHRINK GROUT. ROUND • CORNERS (TYP) · · INV 212.04 • ·• \..._---===:._..)....!!! FLOW . . INV 209.21 18" HOPE (E) AT 38% SLOPE RCE __ EXP, __ _ REVIEWED BY: DATE DocuSign Envelope ID: 52C2CF89-9991-4B4E-9BE3-34AAB5A4F3A3 6/5/2023 AM ..... 1-w w :::c en w w en I . ·; .... . . . ... . ROOF DRAIN 226.66 FS e J ( \ ' 1 \ I '] I I I I I I ----'--i-; \ \ \ ' 18 I --- D:\DRAWING FILES\111lE SHEElS\GRADING TITLE SHEET.DWG REVISED:01/05/115 I iffe• I I I I I , / "' <.!) ~ J5' "' "! iii' I -a. I ,, ffil @ 5.70 FS 1 \ I \ \ I i "' " I " I r \ '1 FS I 9 F 7 (GRAf 5 0 10 EE SHEET 5 @ I SCALE: 1" = 10' ( I I I \ \ \ \ STRUCTURAL (POST-CONSTRUCTION) BllP TABLE TYPE TREE ltf"LL TREE ltf"LL TREE ltf"LL TREE ltf"LL TREE ltf"LL I / / / SIZE 24' X 24' 24' X 24' 24' X 24' 24' X 24' 24' X 24' ----( \ \ \ \ -- 01l"NIRSBIP CUSD (PRIVATE) CUSD (PRIVATE) CUSD (PRIVATE) CUSD (PRIVATE) CUSD (PRIVATE) -- I I \ \ \ _J CONSTRUCTION NOTES: DESCRIPTION I I I ( ,;:; ~ :g. \ \ \ \ \ \ \ \ ) SHT.NO. 8 I I 8 8 8 10 9 9 9 I I I I DESCRIPTION @ 6" HOPE PIPE SEE TRENCHING DETAIL @) 8" HOPE PIPE SEE TRENCHING DETAIL @ 18" HOPE PIPE SEE TRENCHING DETAIL I WING TYPE HEADWALL, DWG NO. D-34 0' HIGH PCC MOW CURB TREE WELL, DWG NO. PER PLAN SHT.NO. 8 8 8 SDRSD 10 11 TYPE 1 SUBSURFACE DRAINAGE PER GS-1.05 NOTE:: ALL U11U11ES, INCLUDING STORM DRAIN, SANITARY SEWER, POTABLE WA 1ER, /RR/GA 110N, ELECTRICAL CONDUIT, COMMUN/CA 110N CONDUIT, ETC., SHALL BE PROTE:CTED IN PLACE (PIP) UNLESS NOTE:D 01HERltlSE HATCH LEGEND: r--, = EXISTING BUILDING L __ J --= EXISTING CONCRETE PAVING -;~ . ~ ... • = NEW CONCRETE PAVING • . . .t. . . & BASE MATERIAL '• • = NEW ASPHALT CONCRETE PAVING & BASE MATERIAL = NEW LANDSCAPE I I = NEW BUILDING . . . . ... SLOPE \ \ I I PER P~ \ \ I I 20 \ I I I ) I \ I I I I ) I I I FPL /4.ND ASSOC/A TES, INC. JJJ CORPORA TE PARK, SUITE 40 . . . -ll?VINE, CA 92606 "AS BU I LT" RCE __ _ EXP ___ _ DATE REVIEWED BY: INSPECTOR DA TIE l---+---+------------+--+-----t----t----1 I SH6EET I CITY OF CARLSBAD I SH1EE2TS I ENGINEERING DEPARTMENT ~G::::::R::::AD:;I::NG;,:::P::::::LA::N:::S:::::::::FO::::::R=: =======:::::::..:::::=::::::; HOPE ELEMENTARY SCHOOL 1-----+----1--------------+----+--t----t----1 ~G::::::R~20:::::2;:::0-~00::::3:::::5====GR=A=D=IN=G=P=L=A=N =:;=:===:c==:=::=::=====, APPROVED: JASON S. GELDERT 1 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL ENGINEERING MANAGER DWN BY: DC CHKD BY: __ RVWD BY: RCE 63912 EXPIRES 9 30 24 PROJECT NO. PD2020-0049 DATE DRAWING NO. 528-2A DocuSign Envelope ID: 52C2CF89-9991-4B4E-9BE3-34AAB5A4F3A3 6/5/2023 AM CONSTRUCTION NOTES: DESCRIPTION SHT.NO. @ 4" AC OVER 6" CMB 8 @) 4" AC OVER 6.5" CMB B @ 4" PCC OVER 6" CMB 8 ® 7" PCC OVER 6" CMB 8 i PCC CURB, H PER PLAN 10 12" x 12" CATCH BASIN, PARKWAY 9 12" x 12" CATCH BASIN, lRAFFIC 9 ffi REDWOOD HEADER 10 36" x 36" CATCH BASIN, COVER PER PLAN 9 ~ 4" HOPE PIPE SEE lRENCHING DETAIL 8 6" HOPE PIPE SEE lRENCHING DETAIL 8 HATCH LEGEND: r--, = EXISTING BUILDING L __ J ~ ~ ~ = EXISTING CONCRETE PAVING . ,. .. I> . . • = NEW CONCRETE PAVING •· . I'. .. & BASE MATERIAL • = NEW ASPHALT CONCRETE PA YING & BASE MATERIAL I = NEW LANDSCAPE I ..... I . . . . = NEW BUILDING ..... ..... .. . ' .. D:\DRAWING FILES\111lE SHEElS\GRADING TITLE SHEET.DWG REVISED:01/05/115 DESCRIPTION SHT.NO. @ B" HOPE PIPE SEE TRENCHING DETAIL B I 18" HOPE PIPE SEE TRENCHING DETAIL B O" HIGH MOW CURB 10 TREE WELL, DWG NO. PER PLAN 11 TYPE 1 SUBSURFACE DRAINAGE PER GS-1.05 NOTE: AU U11U11ES, INCLUDING STORM DRAIN, SANITARY SEWER, POTABLE WA ID?, /RR/GA 110N, ELECTRICAL CONDUIT, COMMUN/CA 110N CONDUIT, ETC., SHAU BE PROTECTED IN PLACE (PIP) UNLESS NOTED 01HER'MSE STRUCTUIW. (POST-CONSTRUCTION) BllP TABLE (227.38)FS JOIN EX Communication @ 2' TYPE SIZI! 011NERSBIP 117% SEE SHEET 3 TREE WELL 10' X 10' TREE WELL 10' X 10' TREE WELL 10' X 10' TREE WELL 10' X 10' TREE WELL 10' X 10' TREE WELL 10' X 10' TREE WELL 10' X 10' TREE WELL 8' X 10' TREE WELL 8' X 10' 0 I : I I I ! 4 1 I : I I . I l -~~~-""."' ""."'-, 36"1 I I I V' I I . ......._ -.-..J [ ----= I 421 --1j---+t'-i--t"'1-+i : (227.12)FS JOIN EX C 1V @ 2',.----fl-----(f) CUSD (PRIVATE) CUSD (PRIVATE) CUSD (PRIVATE) CUSD (PRIVATE) CUSD (PRIVATE) CUSD (PRIVATE) CUSD (PRIVATE) CUSD (PRIVATE) CUSD (PRIVATE) . .., (. ,~.:J-. -. .Ja:;f.,.-----,+-1,H~L..:.~,,-~+.f--t f 7.20 _.,,,22¼,7·/N-~ FS n FS """'=-' RI E (227.41 FF) Water @ 2' _J-.-it~r-1' I . . . -q . " / · •.•.• Electric @ 2.5' (227.38)FS JOIN EX ----·.\J - 4 -.1.it.·-----,..--(227.35)FS JOIN EX (227.06)FS JOIN EX ,----.--l="c CATV I I FPL AND ASSOC/A TES, INC. JO CORPORATE PARK, SUITE 40 . _ .. IRVINE, CA 92606 -q .t,.' t.. ,. .. , 4, -q .. /)._ -q @ -• ~ <Tl . )> -, . ;;! 226 9 RIM . 56• ~20 7 li~V . 1 . " SEE SHEET4 10 5 0 10 20 SCALE: 1" = 10' . 0 . . . . (/) . .. .. -q .. I -q · BUILOINGG / ~ .. \ FS \ .. · · 227,05 FS · · DOOR •• I -q .. -q ... . 226.61 ... · DOOR · · -FS ... ./ .. / .. I .<! co.( .. : ~J .., I < 22.S.5~ 18 ~ .54 FS I I I I ;u ;u 226.66 FS \ ;u ;u d "AS BUILT" RCE EXP. REVIEWED BY: INSPECTOR ... 226 . . . . . ~ •· 226.( ... 226.78 .. DOOR CD 1-w U) w w U) ~ .... / /~ -t ~-, DATE DATE I SH7 ET I CITY OF CARLSBAD lsizsl ENGINEERING DEPARTMENT GRADING PLANS FOR: HOPE ELEMENTARY SCHOOL ----+----+---------------+----+-------1---+---1 ~G=R2=::0:=20:::::-0::::0:=35======G=RA=D=IN=G=P=L=AN===========~ APPROVED: JASON S. GELDERT t----+---+-----,,--------------+----+-------l---+-----t =EN=Gl=NE=ER=IN~G =MA~N=AG=ER~R=CE~6=39~1~2 ~E=XP~IR=ES~9~3=O~2~4-~D=A=TE-~ 1 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: DC PROJECT NO. DRAWING NO. CHKD BY: --PD2020-0049 528-2A RVWD BY: DocuSign Envelope ID: 52C2CF89-9991-4B4E-9BE3-34AAB5A4F3A3 6/5/2023 AM FLUSH TRANSmON IN ALL AREAS @ SAWCUT EXISTING PAVEMENT, CLEAN & SPRAY HEAVY ASPHALT TACK COAT ON CLEAN EDGES. TACK COAT SHAll BE TYPE SS-1 H EMULSIFIED ASPHALT. FLUSH TRANSmON IN ALL AREAS TYPICAL TRENCH PATCHING NOTE: ~-THICKNESS OF NEW AC PAVEMENT Will BE 1" THICKER THAN EXISTING PAVEMENT BUT IN NO CASE SHAll IT BE LESS THAN 3". 1/2" t.1AX IN P.O.T. REPLANT LANDSCAPING TO MATCH AIJJACENT, INCLUDE ALL AREAS DISTURBED AROUND PATH OF TRENCH All UTILITY TRENCHING PATCHES IN HARDSCAPE AREAS SHALL COMPLY 'MTH C.B.C. SECTIONS 118-302.1 AND 118-303. TRENCH EXCAVATION, BEDDING, & BACKFILL NOTES: SEAL.COATING PATCH PER S.S.P.W.C. SECTION 203-9. 12· TRENCH WIDTH 12· TRENCH WIDTH SAW CUT TRENCH WIDTH EXCAVATION NOTE: THE 2016 CALIFORNIA OCCUPATIONAL SAFlETY AND HEALTH REGULATIONS {CAL/OSHA) Will REQUIRE A PERMIT FOR THE CONSTRUCTION or TRENCHES OR EXCAVATIONS 'MllCH ARE FIVE (5) FlEET OR DEEPER AND INTO WHICH A PERSON IS REQUIRED TO DESCEND. FOR PERMIT PURPOSES, '1lESCEND" MEANS TO ENTER ANY PART OF THE TRENCH OR EXCAVATION ONCE THE EXCAVATION HAS ATTAINED A DEPTH or 5 FlEET OR MORE. FOR REGULATIONS RELATING TO PERMITS FOR EXCAVATIONS AND TRENCHES, REFlER TO THE CALIFORNIA CODE OF REGULATIONS TITLE 8, CHAPTER 3.2, ARTICLE 2, SECTION 341 OF THE CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH REGULATIONS {CAL/OSHA) z ~ Cl :::& "' ~ 3; i ~ • <0 u '-" ~ f;l a, Q i:i f:!:: ~ , "' ~ c.. "' u.J c.. ~ ~ TRENCH SHEETING OR -z SHORING IF REQUIRED ~ (TYPICAL) X=6"MINTO 12" t.1AX (TYP.) COMPACTION ZONE AT 90% ~ ~ '-" ~ f;l a, Q i:i f:!:: 3; ~ • <0 ~ , <0 i u ltli~:l ~i~ .. ·., ···:··, (?); <):~; :-·:·,_~•:=. ~--If' -~-.;·.~:; CONSTRUCT DOWELED JOINT PER DETAIL FF ON SHEET 9. EX. P.C.C. ~ c.. "' u.J c.. ~ ~ --TRENCH SHEETING OR ---z SHORING IF REQUIRED ~ (TYPICAL) X=6"MINTO 12" t.1AX (TYP.) COMPACTION ZONE AT 90% ~ ~ TRENCH WIDTH + + + + + , <0 • I+ •••• ~ ~~0· >W) ~ 1/~ «" '// X=6"MINTO 12" MAX (TYP.) SAND BEDDING (WITH SAND EQUIVALENT OF > 30) SHALL BE PLACED AND COMPACTED MECHANICALLY, NO JETTING IS ALLOWED. ~ c.. "' u.J c.. ~ ~ z ~ Cl :::& "' ~ AC THICKNESS PER USAGE TYPE ._, is ::J l5 z C: i ~ "" Cl 1iil :::& Cl "' ~ ~ , <0 '-" ~ Cl f;l a, Q ~ ~ , <0 ·•· i u CONCRETE THICKNESS PER USAGE TYPE BASE THICKNESS PER USAGE TYPE COMPACTION PER TABLE 1 OR 2 OVER EXCAVATION REQUIREMENTS BELOW. TRENCH SHEETING OR SHORING IF REQUIRED (TYPICAL) X=6"MINTO 12" MAX (TYP.) SAND BEDDING (WITH SAND EQUIVALENT OF > 30) SHALL BE PLACED AND COMPACTED MECHANICALLY, NO JETTING IS AllOWED. THE CONTRACTOR SHALL SUBMIT A DETAIL SHOl'tlNG THE DESIGN OR SHORING; BRACING SLOPING OR OTHER PRO'IISIONS TO BE MADE FOR WORKER PROTECTION FROM THE HAZARDS OF CAI/ING GROUND DURING THE EXCAVATION. THE PLAN SUBMITTED SHALL BE SIGNED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER CERTIFIED THAT THE PLAN COMPLIES WITH All OSHA CONSTRUCTION SAFlETY ORDERS. BEDDING MATERIAL SHALL BE COARSE SAND WITH SAND EQUIVALENT OF 30 OR GREATER AS DETERMINED BY ASTM D2419. NO ANGULAR STONES OR PEA GRAVELS YtlLL BE All OWED IN PIPE BEDDING. COMPACTION METHODS: All BEDDING & BACKFIil. COMPACTION SHALL BE BY HAND-OPERA TED, PLATE-TYPE, VIBRATORY, OR OTHER SUITABLE HAND-TAMPERS IN AREAS NOT ACCESSIBLE TO LARGER ROLLERS OR COMPACTERS. EXTREME CARE SHAU. BE TAKEN TO AVOID DAMAGE TO CONDUITS, PIPES, AND ANY APPURTENANCES. WATER DENSIFICATION BY INUNDATION OR JmNG SHALL NOT BE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL FlROM CIVIL ENGINEER. SHEETING: WHEN EXCAVATION DEPTHS OR SOIL CONDITIONS REQUIRE SHORING OR USE OF A TRENCH BOX, THE BOTTOM OF THE SHORING OR TRENCH BOX SHOULD BE PLACED NO LOWER THEN THE TOP OF THE PIPE. THIS PREVENTS DISRUPTION OF THE BACKFILL ENVELOPE 'MlEN REMO'IING THE SHORING OR TRENCH BOX. IF THIS PRACTICE CANNOT BE FOLLOWED, CONSIDERATION SHOULD BE GIVEN TO LEAi/iNG THE SHORING IN PLACE. * GENERAL NOTES: IF 90% COMPACTION IS NOT ATTAINABLE DURING CONSTRUCTION THE USE OF A SWRRY BACKFILL f.lAY BE SUBSTITUTED. SAND SLURRY SHALL CONSIST OF 1 SACK PORTLAND CEMENT {CLASS 100-E-100) PER CUBIC YARD OF SAND SLURRY MIX. WARNING TAPE NOTES (STORM DRAIN): A METALLIC LINED TAPED FOR UNDERGROUND PIPES, MARKED "CAUTION STORM DRAIN LINE BELOW", IN POLYETHYLENE FILM COLOR GREEN, INSTAil.ED ABOVE PIPE, 6" WIDE. TRACER WIRE NOTES: COPPER TRACER 'MRE SHALL BE INSTALLED ON All NON-METAWC PIPELINES, 2" AND GREATER, JUST ABOVE THE HORIZONTAL CENTERLINE OF THE PIPE. THE COPPER 'MRE SHALL BE #14 AWG. EXISTING ASPHALT AREAS N. T.S. EXISTING CONCRETE AREAS N.T.S. NEW OR EXISTING LANDSCAPED AREAS N.T.S. NEW CONCRETE OR ASPHALT AREAS N.T.S. USAGE TYPE @ LIGHTDUTY @ FIRELANE TABLE 1 ASPHALT CONCRETE PAVEMENT STRUCTURAL SECTION 4" THICK ASPHALT CONCRETE PAVEMENT OVER 6" THICK BASE PER DETAIL BELOW. 4" THICK ASPHALT CONCRETE PAVEMENT OVER 6.5' THICK BASE PER DEfAIL BELOW. ,-----APPLY 2 COATS OF ASPHALT BASED SEALCOA T MEETING S.S.P. W.C. SECTION 203-9 PROVISIONS. .----A.C. PAVEMENT, CLASS AND GRADE SHALL CONFORM WITH SSPWC 203-6, PG 64-10. 1-----------'--+---------1 ____r-ASPHALT PAVEMENT, THICKNESS PER USAGE TYPE. , "' - , <0 CONSTRUCT CRUSHED AGGREGATE BASE (CAB) OR CRUSHED MISC. BASE (CMB) PER S.S.P. W.C. PROVISIONS, COMPACTED TO MINIMUM 95% OF MAXIMUM DENSITY. THICKNESS PER USAGE TYPE. OVER-EXCAVATE EXISTING SOIL TO A DEPTH OF AT LEAST 12 INCHES, AND REPLACE WITH SELECT FILL IN CONFORMANCE WITH SECTION 6.4.3 OF THE SO/LS REPORT. RECOMPACT SELECT FILL TO AT LEAST 90% PER ASJM D1557. ON-SITE FILL AND BEDROCK SOILS ARE EXPECTED TO CONFORM TO SELECT FILL REQUIREMENTS IN THE SO/LS REPORT. EXPOSED SURFACE SOILS SHALL BE SCARIFIED TO A DEPTH OF AT LEAST 6 INCHES AND RECOMPACTED TO AT LEAST 95% RELATIVE COMPACTION. REFERENCE: REPORT GEOTECHNICAL AND GEOHAZARD INVESTIGATION, HOPE ELEMENTARY SCHOOL MODERNIZATION, 3010 TAMARACK A VENUE, CARLSBAD, CALIFORNIA, PREPARED FOR CARLSBAD UNIFIED SCHOOL DISTRICT, 6225 EL CAMINO REAL, CARLSBAD, CALIFORNIA 92009, DA TED SEPTEMBER 5, 2019. NOTE TO CONTRACTOR: FINAL PAVEMENT SECTION SUBJECT TO R-TESTING VALUES. D:\DRAWING FILES\111lE SHEElS\GRADING TITLE SHEET.DWG REVISED:01/05/115 ON-SITE TRENCHING DETAILS NOT TO SCALE USAGE TYPE TABLE2 CONCRETE PAVEMENT STRUCTURAL SECTION @uGHTDUTY 4" THICK CONCRETE PAVEMENT OVER 6" THICK BASE PER DETAIL BELOW. @ FIRELANE 7' THICK CONCRETE PAVEMENT OVER 6' THICK BASE PER DEfAIL BELOW. FOR SURFACE SLOPES LESS THAN 6% PROVIDE A MEDIUM SALT (MEDIUM BROOM) FINISH BY DRAWING A SOFT BRISTI.E BROOM ACROSS CONCRETE SURFACE, PERPENDICULAR TO THE LINE OF TRAmC, TO PROVIDE A UNIFORM FINE LINE TEXTURE. LOPES OVER 6% PROVIDE HEA W BROOM FINISH. No. 4 BARS SPACED AT 18" ON CENTER, EACH WAY. 1 4" TO 7" THICK CLASS 560-C-3250 CONCRETE ___J_ PER 5. 5.P. W. C. SECTION 201-1 REQUIREMENTS 1--~-..._-;-.--.-. :-. -. -.-.-... -~~.--~ .. -.. -· -.. -.-___..,__,.___,_-+..--1 (MINIMUM STRENGTH OF 3250 PSI AT 28 DAYS). 4.,.. .. '· · . "' ., o1 ' • • • • •• 4 • .• . 4 .. • •• . if' .. ..... • . 4 __ ,...· . . ... . . . . ... . . ., .. .,· ... _ .... ' NOTES: 1. ADJACENT PAI/ING, WHERE OCCURS, TO BE FLUSH WITH TOP EDGE OF SLAB. 2. ALL CONCRETE WALKS SHALL BE ASTM C-150 TYPE II PORTLAND CEMENT. 3. ALL CONCRETE WALKS SHALL BE 1" t.tAXIMUM COARSE AGGREGATE SIZE CONFORMING TO GRADING 'C' OF THE S.P.P.W.C. SECTION 201-1.3.2(A). • • "' CONSTRUCT 6" THICK CRUSHED AGGREGATE BASE (CAB) OR CRUSHED MISC. BASE (CMB) PER 5.5.P.W.C. PROVISIONS, COMPACTED TO MINIMUM 95% OF MAXIMUM DENSITY. OVER-EXCAVATE EXISTING SOIL TO A DEPTH OF AT LEAST 12 INCHES, AND REPLACE WITH SELECT FILL IN CONFORMANCE WITH SECTION 6.4.3 OF THE SOILS REPORT. RECOMPACT SELECT FILL TO AT LEAST 90% PER ASJM D1557. ON-SITE FILL AND BEDROCK SOILS ARE EXPECTED TO CONFORM TO SELECT FILL REQUIREMENTS IN THE SO/LS REPORT. EXPOSED SURFACE SO/LS SHALL BE SCARIFIED TO A DEPTH OF AT LEAST 6 INCHES AND RECOMPACTED TO AT LEAST 95% RELATIVE COMPACTION. NOTE TO CONTRACTOR: A. THE CONTRACTOR SHALL INSTALL EXPANSION AND CONTROL JOINTS IN CONCRETE FLA TY/ORK AT LOCATIONS NOTED ON THE ARCHITECTURAL PLANS FOLlO'MNG DETAILS 'AA' THRU ·cc· (SHEET 10). B. CONTRACTOR SHALL FOLLOW DETAILS 'DD' & 'EE' HEREON WHEN CONSTRUCTING CONCRETE FLATWORK EDGE TREATMENTS (SHEET 10). 10 5 0 10 20 SCALE: 1" = 10' PLACE CONCRETE FILL AROUND SLEEVES BEFORE POURING FOOTING PADS. FILL SHALL BE SAME WIDTIH AS FOOTING AND FULL PLACE CONCRETE FILL POUR JOINT NO PIPE SHALL PASS TIHROUGH TIHE FOOTING PAD Q__r-2• MIN. L 4"MIN . 6" MIN. n ,-...-~-+-1'-6" MIN. PROVIDE SLEEVE 2• LARGER THAN OUTSIDE DIAMETER OF PIPE. PIPES MAY BE WRAPPED IN 1• THICK LOOSE FOAM IN LIEU OF SLEEVING. NO PIPES BELOW TIHIS LINE UNLESS SPECIFIED BY GEOTECHNICAL ENGINEER g• LOCATE PIPE TRENCH SO TIHAT FOOTINGS WILL NOT BE UNDERMINED 1'-6" MIN. 2 NO EXCAVATION BELOW TIHIS LINE ALL TRENCH EXCAVATIONS TO BE ABOVE 2: 1 PLANE AS SHOWN PER 2016 CBC SECTION 1809A.14. BACKFILL AS PER SPECIFICATIONS TYPICAL PIPE TRENCH/ FOOTING DETAIL NOT TO SCALE "AS BU I LT" RCE___ EXP, ___ _ REVIEWED BY: FPL AND ASSOC/A TES, INC. 30 CORPORATE PARK, SUITE 40 .... IRVINE, CA 92606 INSPECTOR DATE DATE I SH8EET I CITY OF CARLSBAD I SH1EE2TS I l-----+--+----------------+----+--1-----+----I ENGINEERING DEPARTMENT l-----+--+----------------+----+--1-----+----I 1----+--+----------------+----+---1----+-----1 GRADING PLANS FOR: HOPE ELEMENTARY SCHOOL 1----+--+----------------+----+---1----+-----1 ~G=R=20=2=0-==0=03=5=====D=E=T=Al=LS=============~ APPROVED: JASON S. GELDERT l-----+--+--><--------------+----+--1-----+----I =EN=G=IN=EE=RIN=G~M=A=NA=GE=R~R=C~E6=3=9~12~E=XP~IR=ES~9~30~24~~D~ATE~~ DWN BY: DC PROJECT NO. DRAWING NO. CHKD BY: --PD2020-0049 528-2A RVWD BY: 1 DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DocuSign Envelope ID: 52C2CF89-9991-4B4E-9BE3-34AAB5A4F3A3 6/5/2023 AM @ SOLID STEEL COVER (TRAFFIC or PARKWAY) *::::a~::::r Basi'\ Heigh, ~K1ockou1: Size 12" H gh... . ..... •;,"w X 6"H 1 , /2" ill) STEEL GRATE . (TRAFFIC or PARKWAY) _., ·--... ----..~ ' 1~ ...'./8~ '-~"'-. > / 1 s·· H gh S"W X 13"H b(_Q_lES 21 " H'gh.. ..7"W X 19"H 1. Steel -roftic lr-:ines W/ Ste'cl ffC Cov;crs :Jr Steel r e 28" Hqh .7"W X 79"H ::;rotes :.re Des ic;ned tor .4./1.SH-O H-2,J Wheel L:xdinq, i,,;_;;...; .... ;...; .... ;...;;...; .... ;...;;...;;...;;...; _____ ,. Bd .'\'e Mo, lnlerded =-er D'rec -r□irk h slall~lic11s. CB1212 SERIES 12" X 12" CATCH BASIN 2. Steel Fra11es W/ Steel Farkway :o'✓ers Dr Steel P-::ir,:wcy ::;rotes , P,0 c:, Desic;ned Fc,r A _ive Loac Of 300 p.s.f. ~-Ca:ot h ,n Traffic Cmtc:o Arc f:cc;igm:d F,:ir .t,ASHTO H ·1) Wheel Loading, Dut Are ~fol ln~e •ded f-or l)irect lraftic lrstall::rc'ans '-. (;[],s\ h-,n Forkwny r,ca\e~ A0e Cesiq1,;d For JOO fl.:=.f Whe"°I Loa::Jing. @@ 12" x 12" CATCH BASIN DETAIL NOT TO SCALE "'Catch 8::isin Heioht *-f(,nockcut Si2e 12" -li£,h 1 z"w X 7"17 18" -fo;h .... , ... 73"lJv X 12"7 f\10TES 24" 7i\;h ....................... 7 3"W :~ 1a••7 1 Sleel Trci"fic Frames ~sf/ S;:eel TFC Co-1erc' Or Stee TFC 23·· 7i£,h ...................... 1 j "lJv X 22··7 Gr-Jles Are Dro~ium:-:J F:.;r ;.,ASHTO H-ZJ 'ilf1:;:r;I Lv Jj irI0, 1------------------l:3ut />.re Net lr1tended ~or l.)irect roiiic 1-1:::tollatior·s. ~ CB1818 SERIES 18" X 18" CATCH BASIN 2. Steel Fr:imes \'i/ S:er.I Pork¼,1)' CLJvers Cr S:e2I P,:vk~1oy Gr·Jtfs, Are De<:iq ned For A I i•:e I mK lY :\0:) p.~.t .3. Cast Iron Tr::iHic Grnte~ A"e Desig --ied F:,r M .SHTC H 10 \a/--ieel LomJing, But Ar-~ \bt ld ~nded For Dir·e~·1 Trofiic lnstolla:ionG ,1. Cast Iron Pcrkway Cru:::,:; ,'Ire Dc:.igncd For 30 J p.s.t \'heel Loading. 18" x 18" CATCH BASIN DETAIL NOT TO SCALE D:\DRAWING FILES\1111.E SHEETS\GRADING 1111.E SHEET.DWG REVISED:01/05/18 r ' 15-3/8------ o o o·o :::,·o·o oo o ol ooocuoc ooo o c 100000::,ocoooo1 ooooc o 0 coo oo n ,00002:::,000020 1 oooocoocooooc "U O ·"JU O "JUOOO"JV I -ooocoocooooc 00000000000 1 oocoocooooc 00:::::::,0000 0 0 1 oc o ocooooc 0:)000000 ,-.,cooooc ,o 15 -3/8" '1/4" PERF0~,4T ED /-ST[[L S 1-[T ' C 0 D O O 0 ()()(;(;()()(")(), · o o ~~::io o oco uur.;cuuuvu:.;. ;O D()OOOOCOO ()()(";(:()()0 0.()()() u u uu uuo u o o u 0 0 0 0 o o o co o u o 0 ()()0000(;0000 o oo co c,o oo :::i oo, 0 0 0 000000 0 00 OOCC 0 0'.)00000 O OOC>OOOCOOO o,...,o,..,o. .. ,c,,.,0,..,0,...,0,...,c;... o,...,o,..?,..r '1 ' /,)" \ __ 0/ ~ HOLE 1-1/2 "x 1/4 " L l8 AR CF'~~~~~~~~~~~~~~~~ ,- NOTES 12"X12"STEELHEE~PROOF PARKWAY GRATE 1. Steel r-r□n-es W/ Steel Park1•1ay Cov:rs Cr S:eel Parkway Crates, A.-r, Jcsigrcd For A L''lr. LcJad lif :~.(IQ r,.s.f. @ 12" HEEL-PROOF PARKWAY GRATE DRAIN DETAIL NOT TO SCALE 21 _, /1 D.D l 1/2" X 1/d" T-K STEEL FLJ\TB/\f~ I _[ ____ _ 3-1/2'" ( yp ) i ----- u r .3/5" DIP.. STEE L _1 RP..R (? F A(~FS) I ' I 1 /2" 2LEAR ----SPAC ING I 5/E" 0 C (TYP I -i -(35 FL1\CES; 21-1/4n O.D :,LAN VI-IN , /2"-l 3NC l-l[X-1 l[AC, BCU ~1~ 1 /2" [ . - I i--1-1/4" I 1-l/4 " ,---1-1 /,5" [Q]r: _jlc__ ___ LT,'ITT~fr~-BOL--DOW; \ 5/8" UNISTRUT W/ ~ DETA L ~ 1/2" Sf'k lr~G NU I DIA. HO LE FO R D11\. BOLT 18" X 18" STEEL PARKWAY GRATE / § per ADA SPECIFICATIONS / • A steel shall :::cnbrm to ,.'.I.STM A.36. Grule curifo·rri;; lo ADA 1e4u h,rmr.s Galv:::nizing i:s '.lvailable upon reque~1. •_.;t rv;turn ,re <:1'.csigned tor AA':iH ~l .;,uu p.'.i.t INhee Loadi-q. @ 18" PARKWAY GRATE DRAIN DETAIL NOT TO SCALE 3636 STEEL GRATES-1 Pc, 3636 FRAME ONLY PARKWAY 93 lbs .. ,,,,,,,.,.,," 40 1/4" "> /> -------1 5 :5/8 -------- 3636 EXTENSION (NO FRAME) 15 3/8" 12" X 12" STEEL HEEL-PROOF TRAFFIC GRATE 7/ti" PER FORATE D / STEE L SHE ET \_ 5/8" BO LTDO WN HCJI F '-JOl"ES 1. Soeel Trdfic Fra--nes W/ Steel TFC C□'1er~ Or :.)tee TFC Grates A-e Ues ig ned I ::or _ll_t,,';_;III 0 II---LIJ \/,'heel Lo::idirig, 3u~ A-: N-:::it ln~2nded For D'rsd -"affic ln~-ta lati-:::ns. 3636 STEEL GRATES -2 Pc, TRAFFIC 341 lbs. /~ " 40 1/4" ', > ✓> 35 718" ✓/ 3636 STEEL COVER - 1 Pc. PARKWAY TRAFFIC 40 114" 152 lbs. 190 lbs. 35 7/8" 4ea. 30" dia. THINWALL KNOCK-OUT~ NOTES: /....-'-..---.._____ 1, GRATES ANO COVERS AVAILABLE PA.INTEO BLACK OR GALVANIZED /"' ---....--.. 2. ;'ADA" OR "HEEL-PROOF" GRATES ARE NOT AVAILABLE FOR THIS SERIES ---~ .... , ... 3. BOLT OOVIIN GR.A.TES AND COVERS ARE AfAILABLE 44" 36" X 36" CATCH BASIN @) 12" HEEL-PROOF TRAFFIC GRATE DRAIN DETAIL NOT TO SCALE OA/iDW/i DAH 11-23-99 ltEV.CW<;.DATe 02-18-00 CATCH BASIN TO BE FLUSH - WITH ADJACENT CONCRETE AROUND ALL SIDES 2% MAX CONCRITT---I I I BASE MAlERIAL 12"/18" 20"/26" "J&R CONCRETE PRODUCTS INC" CB1212 OR CB1B1B SERIES, OR APPROVED EQUAL, PRE-CAST CONCRETE CATCH BASIN. INSTALL PRE-CAST CONCRETE BASE OR POURED-IN-PLACE CONCRETE BASE TO MATCH FLOW LINE OF PIPE. INSTALL GRATES AS SHOWN HEREON AND AS NOTED ON GRADING PLANS, BOLT DOWN GRATE TO FRAME FOR ANTI-1HEFT PURPOSE. I I -PLACE AN EXPANSION JOINT AROUND CATCH BASIN (ALL SIDES) WHERE IT ABUTS ADJACENT CONCRETE SURFACE PER DETAIL 'AA' ON SHEET 10. 2% MAX • • • • If.I A,..! A,..,I A,..,I A,..,I ' '--''I I 1'J..l1I[111111 ,. z "" I 11111 l.lllf'' II • COMPAc': ~~~--11111 Ii' 111 Ii' I In : ....l_·11"1!J-. ...L;-;l l'll.l-. .1"I I 'Ill)--. -----+--1.;-;-;-1-u. TRENC:dt,zg--....;t~~;;',,,!/}'.;),}i; 4 . 1111 Ii' 111Ii'11111 -111---111---111---• .... "' lo'-. 36" x 36" CATCH BASIN DETAIL \V----------,-,N~oT=-=ro,,....,,~~A~LE=------ 36" 41 ' 3636 CB "AS BUILT" MINIMUM 6" THICK OF 1/2" CRUSHED ROCK MEETING 1HE PROVISIONS OF SECTION 200-1.2 OF 1HE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION. ~>---_S_Q_UA_RE_C_A_TC_H_B_A_S_IN_D_E_T_A_IL_ FPL AND ASSOC/A TES, INC, JO CORPORATE PARK, SUITE 40 /RV/NE, CA 92606 RCE __ _ EXP ____ _ REVIEWED BY: INSPECTOR 7 0 5 DATE DATE t---t----+-------------+---+---+---+----tlsH9EETl.c_r_T_Y_O_F_C_A_R_L_S_B_A_D~ISH1EE2TSI _ ENGINEERING DEPARTMENT 10 5 0 10 20 1 DATE INITIAL DATE INITIAL SCALE: 1" = 10' ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL GRADING PLANS FOR: HOPE ELEMENTARY SCHOOL GR 2020-0035 APPROVED: ENGINEERING MANAGER DWN BY: PG CHKD BY: __ _ RVWD BY: DETAILS JASON S, GELDERT RCE 63912 EXPIRES 9 30 PROJECT NO, PD2020-0049 24 DATE DRAWING NO. 528-2A DocuSign Envelope ID: 52C2CF89-9991-4B4E-9BE3-34AAB5A4F3A3 6/5/2023 AM -NO. 4 REBAR CONTINUOUS ( ) 1 /2" RADIUS (2 PLACES) ADJACENT PAVING PLAYGRO G o· HIGH CONCRm CURB TO MEET FLUSH. FLUSH. '""' ~· '""""\ UNO SURFACE TO MEET / ["'' .. "'"""'""' CONTROL JOINT PER DETAIL 'BB' 2" X 6" REDWOOD HOOER 2"x4"x18" STAKE WITH 3-120 HOT DIPPED-- GALV. NAILS AT EACH STAKE -4' -0" O.C. t.tAX #4 REBARS, CONTINUOUS SEE NOTE 5 • ..., ~ I Y(SEE TABLE 1) 1£1 1/2" RAD. CURB FACE O" 2" 4" 5" 6" 8" ~~fG'{ou~ ~ SURFACE / .,, ///,, ,, • . . .. ;, • ASPHALT -~ . "' .; . "'. • • • • "' ·~ . • ::r"~ ..: ~ FINISH SURFACE • ..., FOLLOW SUBGRADE PREPARATION __ _.~~~ REQUIRD.tENTS PER TABLE 1 ?~¼"v,;: HEREON. <<(, <x.,r,'<., ti ~ CONCRETE SHALL BE MINIMUM CIASS 520-C-2500 PER S.S.P.W.C. SECTION 201-1. SEE NOTIE 3 ·x· 12· 14" 16" 17" 18" 20· 'y' o· 0.5" 1· 1.25" 1,5" 2· CURB GENERAi. NOTES: 1. ALL EXPOSED EDGES SHALL HAVE A 1/2" RADIUS. 2. CONTROL JOINTS SHALL BE PLACED IN CURBING AT REGULAR INTERVALS OF 10'. EXPANSION JOINTS AT 30' INTERVALS, AND AT DRIVE APPROACHES, B.C.'S, E.C.'S, CROSS Gl/TTERS AND CATCH BASIN TRANSITIONS PER JOINT DETAILS ON SHEET 9. 3. A 6" THICK LAYER OF CRUSHED AGGREGATE BASE SHALL BE PLACED UNDER ALL CURB • MINIMUM COMPACTION OF 95:il RELATIVE DENSITY UNLESS WAIVED BY CML ENGINEER. 4. CONCRE1E CURB SHALL BE MINIMUM CLASS 520-C-2500 PER S.S.P.W.C. SECTION 201-1. 5. PLACE NO. 4 REBARS 3' MINIMUM FROM TOP AND BOTTOM OF CURB. • ,.. ® PCC CURB DETAIL NOT TO SCALE EXISTING CONCRETE NEW HARDENED CONCRETE JOINT SEALANT MEETING ASTM ---->- C-92D, SIKAFLEX-1A OR EQUAL. NEW CONCRETE SNAP-CAP BY W.R. MEADOWS OR EQUAL .. PAVEMENT SURFACE 1r ~-',------, . . . . • • .. ... • #4 BAR x 18" LONG @ J6" o.c. CONCRETE PA \/ING (THICKNESS -~ PER PLAN) WITH #4 BARS @ 18" O.C. EACH WAY. GREASE OR SUP DOWEL-+--11-¾" SLEEVE (5/8" SPEED i-FR-ES_H_CO----'N-CR_E_TE-1 DO~L OR EQUAL). •• • .. ~ :,;::. :,;::. I... I... I... • . .. -C .. ~B. l<..:l /<J <.: • 3/16" • • "' • • ,i• 4 .• • ~ :s;;i II' ~ /0 ICJ Cl C ~ q !IC ~ SEE NOTE 3 BELOW NO. 4 REBAR 6" GENERAi. NOTES: 1 . ALL EXPOSED EDGES SHALL HAVE A 1 /2" RADIUS. 2. CONTROL JOINTS SHALL BE PLACED IN CURBING AT REGULAR INTERVALS OF 10'. EXPANSION JOINTS AT 30' INTERVALS PER JOINT DETAILS HEREON. 3. A 6" THICK LAYER OF CRUSHED AGG. BASE SHALL BE PLACED UNDER ALL CURB. MINIMUM COMPACTION OF 95:il IS REQUIRED UNLESS WAIVED BY THE ENGINEER. 4. CONCRE1E CURB SHALL BE MINIMUM CLASS 520-C-2500 PER S.S.P.W.C. SECTION 201-1. '2a' MOW CURB DETAIL 'e:/ NOT TO SCALE ~ ~--1-5/8" DIA HOLE INTO EXISTING CONCRETE. APPLY SIMPSON S1RONG-TIE SET-XP EPOXY ADHESIVE (OR APPROVED EQUAL), MEETING /CC-ES-ESR-2508, TO BOND THE BAR TO EXISTING CONCRETE PAVEMENT. .. .. . · • • EXISTING CONCRETE OR NEW HARDENED CONCRETE EXPANSION JOINT PER DETAIL 'AA' HEREON . 6" IN HEAVY DUTY USAGE AREAS ONLY • No. 4 BARS SPACED AT 18" (INCHES) ON CENTER, EACH WAY. AND AT ALL BOARD ENDS. LANDSCAPING FINISH GRADE LANDSCAPING FINISH GRADE 111 11 i'll 11 i'll 11 i'll 1114-I -IA!c~~~ Ii' 111 Ii' 111 Ii' 111 Ii' 111 Ii' Ii' 111 Ii' 111 Ii' 111 Ii' 111 Ii' .. 111. .. 111. .. 111. .. 111. .. 1 STAKE -16" MINIMUM EMBEDMENT -CUT OFF TOP SECTION FLUSH WITH HEADER AFTER DRMNG INTO GROUND. ---cl/8" RADIUS ~ ~ . ~ ~~ - TYPICAL 0 REDWOOD HEADER DETAIL NOT TO SCALE No. 4 BARS SPACED AT 18" (INCHES) ON CENTER, EACH WAY. . .. . . . ., . -·~::::_ ~ .. ....:...._ ~- • 41 -- .. 4,",., .-.... _ .. " 6" t.ilN • F -2:il - - .. 1.rnrn11 .. SLOPE ADJACENT ---FACE OF BUILDING, EDGE OF CONC. PAVEMENT OR SEAT WALL. EXPANSION JOINT PER DETAIL 'AA' HEREON. 6' IN HEAVY DUTY USAGE AREAS ONLY ... ' .. 13 • •• @EDGE OF CONCRETE SLAB DETAIL NOT TO SCALE -----6'-----' J/8" THICK FIBER EXPANSION JOINT (MEETING ASTM D 1751) NOTE: 1. VERTICAL CHANGE IN ELEVATION ALONG ACCESSIBLE PATH OF TRAVEL CANNOT EXCEET 1/4" PER CBC 1 lB-303.2 2. LEVEL CHANGE BEIWEEN 1/4"-1/2" MUST BE BEVELED AT 1:2 MAX PER CBC 118-303.3 ~ Ms· r FINISH SURFACE #4 REBARS, CONTINUOUS, j.,., ..__1/2" RAD SEE NOTE 5 \ v-· 36" ~~-..•. AA EXPANSION JOINT E.J. NOT TO SCALE CONTROL JOINT C.J. NOT TO SCALE EXISTING CONCRETE NEW CONCRETE JOINT SEALANT MEETING ASTM --+-, C-920, SIKAFLEX-1A OR EQUAL. g• TYP. SNAP-CAP BY W.R. MEADOWS OR EQUAL #4 DEFORMED TIE BAR SPACED AT 36" ON ~.-• . . ,-. ..J..<+--="-:,,......--1 • TER I-VJ ... . 4· . ... .... . ~-. ·. ~ C I i ·. :. ; . .-'--'·-............... ---'-___,__ a': ~ . • • ·1-·:..::18"'c.;·,..:.typ~· ~~"'.'!:-'"·-'I :_.:_ :_ -'--...1\ -~---~~---1 COATED WITH BOND BREAKER DRILL 5/8" DIA HOLE INTO EXISTING CONCRETE. APPLY SIMPSON SET HIGH S1RENGTH EPOXY-TIE (OR APPROVED EQUAL) /CC-ES-ESR-2508 TO BOND THE BAR TO EXISTING CONCRETE PAVEMENT. 112· I I MAX. J/8" THICK FIBER EXPANSION JOINT (MEETING ASTM D 17514) FF DOWELED JOINT D.J. NOT TO SCALE #4 REBARS, CONTINUOUS SEE NOTE 5 24" • .,, ·.a._ ... •. -._ ;,;, ~ . . .. •· .... ... . •' .,.41. : .•• ,IJ,,, .-. • 1/2" RAD. Gl/TTER GENERAi. NOTES: 1 . ALL EXPOSED EDGES SHALL HAVE A 1 /2' RADIUS. 2. CONTROL JOINTS SHALL BE PLACED IN Gl/TTER AT REGULAR INTERVALS OF 1 O'. TEMP CONSIRIJCllON FENCE Wl1H SILT BARRIER TOP or EXISTING SLOPE EXPANSION JOINTS AT 30' INTERVALS, AND AT DRIVE APPROACHES, B.C.'S, E.C.'S, CROSS Gl/TTERS AND CATCH BASIN TRANSITIONS PER JOINT DETAILS ON SHEET 9. SEE NOTIE 3 D:\DRAWING FILES\111lE SHEElS\GRADING TITLE SHEET.DWG REVISED:01/05/115 3. A 6" THICK LAYER OF CRUSHED AGGREGATE BASE SHALL BE PLACED UNDER ALL GUTTERS. MINIMUM COMPACTION OF 95% RELATIVE DENSITY UNLESS WAIVED BY CML ENGINEER. 4. CONCRE1E Gl/TTER SHALL BE MINIMUM CLASS 520-C-2500 PER S.S.P.W.C. SECTION 201-1. 5. PLACE NO. 4 REBARS 3" MINIMUM FROM TOP AND BOTTOM OF Gl/TTER AS SHOWN. @O --=2-=' Wc.:..l:.=D.=Ec.:..P-=C:..::C:....:G:::..:U::..:TT:....:-=E::...:R'--- NOT TO SCALE @EXPANSION JOINT (E.J.) WITH REBAR ~ NOT TO SCALE 2'-..,_--4' TRAIL--.,_-2' 8" DIAMEIIR DR.IIN PfE RIP RAP STONE GENERAi. NOTES: SECTION A-A, SHEET 3 NOT TO SCALE NEW CL FENCE 221.00 FS TOP or BISIN SI.OPE 1. ROCK CLASS SHALL BE NO. 2 BACKING AND THICKNESS SHALL BE 1.1 FEET MINIMUM, UNLESS NOTED OTHERWISE. 2. ROCK SHALL BE PLACED ON A NON-WOVEN GEOTEXTILE FILTER FABRIC. DUMPING OF MATERIAL IS NOT ALLOWED AS IT CAN DAMAGE THE GEOTEXTILE. EXTEND FlLTER FABRIC A MINIMUM OF 12" ON ALL EDGES AND BURY / STAKE OR SECURE TO ADJACENT SURFACES. 3. ROCK SHALL BE QUARRY STONE OR BROKEN CONCRE1E WITH ANGULAR SHAPED DIMENSIONS. COBBLES AND SMOOTH SURFACES ARE NOT ACCEPTABLE. 4. SEE SORSD DRAWING NUMBER D-40 FOR ADDITlONAL DETAILS. 5. HORIZONTAL DIMENSIONS ARE PER PLAN. ®--'-R=IP_RAc....c....cP'---"S-'-TO.=...:N=E_-..:..;Nc.::O....:.T-=E.::.S_ POND A BASIN 10 5 • "' - Gl/TTER GENERAi. NOTES: 1. ALL EXPOSED EDGES SHALL HAVE A 1 /2" RADIUS. 2. COtflROL JOINTS SHALL BE PLACED IN CHANNEL AT REGULAR INTERVALS OF 10'. 3. A 6" THICK LAYER OF CRUSHED AGGREGATE BASE SHALL BE PLACED UNDER ALL CHANNELS. MINIMUM COMPACTION OF 95:il RELATIVE DENSITY UNLESS WAIVED BY CML ENGINEER. 4. CONCRE1E CHANNEL SHALL BE MINIMUM CLASS 520-C-2500 PER S.S.P.W.C. SECTION 201-1. 5. PLACE NO. 4 REBARS 3" MINIMUM FROM TOP AND BOTTOM OF CHANNEL AND CURB AS SHOWN. '3)-....:3:....' .:.:W..:.:I D::..:E:....:P....:C::..:C:....C:::..:H..::.A~N:.;,;N:.=:E:::.L __ \:V NOT TO SCALE n I I EXISTING : V SECURITY 11 FENCE 11 11 II EXISTING II CURS I< II GUT1IR PROPOSED N:, PA~NG EXISTING SECTION B-B, SHEET 3 NOT TO SCALE n ~G PORTl&E CLASSROOM lllJJING II ~G :v SECURITY 11 FENCE I I EXISTING I I CURB 11 11 11 /, ,r---'EX~l~STI1l//NG'---....U,..,.,,,1 ~,' \, GROUM> .. •f.._-.-,,------~~< :::2"::::....---;-::---,c==--=--=--=i ,'~ C ; ·.:. ,_:~. 0\, ") ',. y ,~f SECTION D-D, SHEET 6 EXISTING GRADE AND FLOWUNE ALONG CURB 0 10 20 SCALE: 1" = 10' '\, ,(:'>-,, SECTION C-C, SHEET 7 NOT TO SCALE FPL AND ASSOC/A TES, INC. JO CORPORATE PARK, SUITE 4 /RV/NE, CA 92606 NOT TO SCALE "AS BU I LT" RCE___ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE l----t--+----------+--+----+----I-----I I S1HEOET I CITY OF CARLSBAD I SH1EE2TS I ENGINEERING DEPARTMENT :=::::::::::::::::'....:::::=====:::::::::::::::::::::::::::::::=='....::::::==~ l-----+--+----------------l----l---4-------1----1 GRADING PLANS FOR: HOPE ELEMENTARY SCHOOL l-----+--+----------------l----l---4-------1----1 ~G=R=20=2=0=-0=0=35========D=E=TA=l=LS=========: APPROVED: JASON S. GELDERT l----f--+,~----------------11---+--+-----I---I =EN~G=IN=EE=Rl=NG~MA=N~AG=ER~~RC=E~6=3"-'91_,,_2___,,,EX"'-P"'IR=ES°"9"-"'30e.L.e,_2_,_4 _ __,D"'-A"'TE~__J 1 DWN BY: DC PROJECT NO. DRAWING NO. ~~~g ~~: ---PD2020-0049 528-2A DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DocuSign Envelope ID: 52C2CF89-9991-4B4E-9BE3-34AAB5A4F3A3 6/5/2023 AM / / r J / / I '). .. ~, (I, ~._f:,'\ \ ( \j 'l-a'\ . (I,'"{. • I f ~ ,,-)""' ~ ' I ~ \ \ \ \ ·••' __ .. )\ ~, &\,~ 40 . -- 20 0 '\ l \'t::::::::::.-i'J" ~ ,I,~ 3 V "._,..,,, ~~ \ ~, -• 1,"1,'\ 'l,'V .... -:-:':->. ' 40 SCALE: 1" = 40' 80 \':;.;., ·············· \ \ D:\DRAWING FILES\111lE SHEElS\GRADING TITLE SHEET.DWG REVISED:01/05/115 SOLIDC VERS STENCIL OT REQUIRED ' ' " "\ } 1~~~~~ -~\\~\ ~,, \. \ "\\ ,,, . '>-'\ \ ' '\., ', 0..-........ ........ ' '' ...... ~\ ';:-' ' ' :-.... ' ~ :-., ".:: s.... '-~ ~ ~ "-, \ .... PARTY RESPONSIBLE FOR MAINTENANCE: NAME CARLSBAD UNIFIED SCHOOL DISTRICT (CUSD) ADDRESS 6225 EL CAMINO REAL CARLSBAD, CA 92009 CONTACT DERRICKANDERSON PHONE NO. (760) 331-5022 PLAN PREPARED BY: NAME ALAN WING-CHI LEE, P.E. COMPANY FPL&ASSOCIATES, INC. ADDRESS 30 CORPORA TE PARK SUITE 401 IRVINE, CA 92606 PHONE NO. (949) 252-1688 BMP NOTES: RECOMMENDATIONS OR THESE PLANS. No. C 349 CERTIFICATI 2. NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 3. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR PLANTING TYPES WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF HAS INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCTION AND INSTALLATION. 5. REFER TO MAINTENANCE AGREEMENT DOCUMENT. 6. SEE PROJECT SWQMP FOR ADDITIONAL INFORMATION. BMP CONSTRUCTION AND INSPECTION NOTES: THE EOW WILL VERIFY THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERATING IN COMPLIANCE WITH THE APPLICABLE REQUIREMENTS. PRIOR TO OCCUPANCY THE EOW MUST PROVIDE: 1. PHOTOGRAPHS OF THE INSTALLATION OF PERMANENT BMPS PRIOR TO CONSTRUCTION, DURING CONSTRUCTION, AND AT FINAL INSTALLATION. 2. A WET STAMPED LETTER VERIFYING THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERATING PER THE REQUIREMENTS OF THE APPROVED PLANS. 3. PHOTOGRAPHS TO VERIFY THAT PERMAN ENT WATER QUALITY TREATMENT SIGNAGE HAS BEEN INSTALLED. PRIOR TO RELEASE OF SECURITIES, THE DEVELOPER IS RESPONSIBLE FOR ENSURING THE PERMANENT BMPS HAVE NOT BEEN REMOVED OR MODIFIED BY THE NEW HOMEOWNER OR HOA WITHOUT THE APPROVAL OF THE CITY ENGINEER. BMP TABLE BMPID# BMPTYPE SYMBOL CASQA NO. QUANTITY TREATMENT CONTROL © TREE WELL @ SD COUNTY SD-A 15 EA. HYDROMODIFICATION & TREATMENT CONTROL @ BIOFILTRATION ~~~ BF-1 350 SF. W/PARTIAL RETEN. ® BIOFILTRATION ~~ BF-1 3,204 SF. W/PARTIAL RETEN. © TREE WELL VZZ'1 SD COUNTY 10 EA. SSD-BMP SD-A SOURCE CONTROL 0@ STENCILS ~OR~ SD-13 23 EA. * CHOOSE FROM THE LIST BELOW FOR COMPLETING THE FIELDS IN THE INSPECTIONS & MAINTENANCE FRENQUENCY COLUMNS: ANNUAL SEMI-ANNUALLY QUARTERLY BIMONTHLY MONTHLY AS NEEDED NONE WEEKLY 1 TIME PER YEAR 2 TIMES PER YEAR 3 TIMES PER YEAR 4 TIMES PER YEAR FPL AND ASSOC/A TE:S, INC. JO CORPORATE PARK, SUITE 4 /RV/NE, CA 92606 DRAWING NO. SHEET NO.(S) INSPECTION * MAINTENANCE * FREQUENCY FREQUENCY G528-2A 4, 7 QUARTERLY SEMI-ANNUALLY G528-2A 3, 11 QUARTERLY SEMI-ANNUALLY G528-2A 5, 11 QUARTERLY SEMI-ANNUALLY G528-2A 3,6 QUARTERLY SEMI-ANNUALLY G528-2A ANNUAL ANNUAL "AS BU I LT" RCE ___ EXP,____ DATE REVIEWED BY: INSPECTOR DATE I S1HE2ET I CITY OF CARLSBAD I SH1EE2TS I l----+--+----------------+----+--1----+----I ENGINEERING DEPARTMENT l----+--+----------------+----+--1----+----I 1-----+--+----------------+-----+---1-----+----1 GRADING PLANS FOR: HOPE ELEMENTARY SCHOOL 1-----+--+----------------+-----+---1-----+----1 ~G=R=20=2=0-==0=03=5====S=IN=G=LE=SH=E=E=T=B=M=P===========~ APPROVED: JASON S. GELDERT l----+--+--><--------------+----+--1----+----I ENGINEERING MANAGER RCE63912 EXPIRES9 30 24 DATE 1 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: DC CHKD BY: __ RVWD BY: PROJECT NO. PD2020-0049 DRAWING NO. 528-2A DocuSign Envelope ID: 52C2CF89-9991-4B4E-9BE3-34AAB5A4F3A3 6/5/2023