Loading...
HomeMy WebLinkAboutDWG 527-6A; PD 2020-0046; KELLY ELEMENTARY SCHOOL MODERNIZATION; 01-18KELLY ELEMENTARY SCHOOL MODERNIZATION 181 527-6A 41LF 52LF PVC RD SS W F D 152LF PVC 12"SD 2"DW 4"SD 6"SS 4"FW PROJECT LOCATION ARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 570LF 220LF 45LF 540LF 6"SD 8"SD 10"SD 465LF 18"SD240LF GB c c 05/11/2021 5/17/21 6/30/22 May 17, 2021 JSTDER ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/22 GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DE\.£1.0PER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONS7RUCTION. ALL PLAN REVISIONS SHALL BE PROMP1L Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CER11FICA TE OF INSURANCE AS WE!.L AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WR/TING 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 APPROPRIATE AGENCIES. 6. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL ORA WING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR RRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONS7RUC110N. 11. WHERE 7RENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NCI 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. 12. A SOILS COMPACTION REPORT AND COMPLIANCE VERIRCA110N REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CON7ROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PR/NCI PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE RLL AREAS SHALL BE CONS7RUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIRCA110NS AND THE " EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS INVES11GA 110N. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 1J. A PRECONSIRUCVON MEETING SHAU, BE HELD AT THE SITE PRIOR TO THE BEGINNING OE WORK AND SHAii BE ADFNQEQ BY All REPRfSENTAVYfS RESPONSIBLE FOR CONS7RUC110N, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECIS Of THE WORK THE CON7RACTOR SHALL REQUEST A PRECONS7RUC110N MEETING BY CALLING THE INSPECTION LINE AT (760) 4JB-JB91 AT LEAST RVE(5) WORKING DAYS PRIOR TO STARTING CONS7RUC110N. THE CON7RACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE PRECONS7RUC110N MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 14. Al I fNSPEC110N REQUESTS OTHER THAN FOR PRECONS1RIJCTION MffilNG W I BE MADE BY CALLING THE ENGINEERING 24=HOUR INSPECTION REQUEST UNE AT (7601 438 3897, INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2: oo eM. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 15. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CON7RACTOR SHALL DESIGN, CONS7RUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 16. THE CON7RACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVA 110N OF SUCH 7RENCH OR 7RENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL 7RENCHES RV£ FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCA VA 110N. IF THE PLAN VARIES FROM THE SHORING SY$1™ STANDARDS ESTABLISHED BY THE CONS7RUC110N SAFETY ORDERS. 117LE 8 CALIFORNIA ADMINIS7RA 111/E CODE. THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 17. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CA 110N FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERA 110NS. 18. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONS7RUC110N, OPERA VONS WILL CEASE /MMEDIA 1EL Y, AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 19. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF 7RUCKS, EARTHMOVING EQUIPMENT. CONS7RUC110N EQUIPMENT AND ANY OTHER ASSOC/A TED 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 WEEKENDS OR HOLIDAYS. (A UST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 20. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CON7RACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 21. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT. A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPDNSJBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT S7REETS AS A RESULT OF THE GRADING OPERA 110N. 22. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO 7REES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 2J. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 24. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF EROSION CON7ROL PLANS. EROSION CON7ROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 25. ALL SLOPES SHALL BE 7RIMMED TO A RN/SH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY COND/110N. ALL STONES. ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 26. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 27. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL. THE LANDSCAPING PLANS FOR THIS PROJECT. DRAWING NO. N/A, AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 28. THE OWNER/APPLICANT SHALL INSURE THAT ALL CON7RACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 29. WHERE AN EXISTING PIPE LINE 15 TO BE ABANDONED AS A RESULT OF THE GRADING OPERA 110N, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR 57REET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. JO. THE CON7RACTOR SHALL VERIFY THE LOCA 110N OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE 5UFFICIEN1L Y AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT /5 FOUND THAT THE ACTUAL LOCA 110NS ARE IN CONFLICT WITH THE PROPOSED WORK. J1. THE CON7RACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (DIG ALERT) 811 SDG&E (800)411-7343 AT&T (619)237-2787 SPEC7RUM CABLE (800)227-2600 COX COMMUNICATIONS (619)262-1122 CITY OF CARL5BAD(57REETS & STORM DRAIN) 760~434-2980 >CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) 760 438-2722 <SAN D/EGUITO WATER DIS7RICT 760 6JJ-2650 <LEUCADIA WASTEWATER D/57RICT 766)753-0155 •VALLEC/TOS WATER D157RICT 766)744-0460 .OUVENHAIN WATER D157RICT 760)753-6466 >BUENA SANITATION Df57RICT (760)726-1340 x1JJO •AS APPROPRIATE J2. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CON7ROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CON7ROL THE WORK IN PROGRESS {15.16.120 A.BJ CARLSBAD MUNICIPAL CODE. 8. PRIOR TO COMPLETION OF GRADING WORK THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR PER SECTION 15.16.120 OF THE CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CON7ROL, SLOPE PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDA 110NS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. (5) PERMANENT S7RUCTURAL BMP INSTALLA 110N CER11FICA TE. (6) PERMITTED WALL FINAL INSPECTION REPORT. JJ. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL. THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. J4. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS. ALL STORM DRAIN INLETS CONS7RUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTEWATER DISCHARGE DOWN57REAM. STENCILS SHALL BE ADDED TO THE SA 115FAC110N OF THE CITY ENGINEER. "DECLARATION OF RESPONSIBLE CHARGE'' I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 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 RE5PONSIBIL/11E5 FOR PROJECT DESIGN. FIRM: LPA INC. ADDRESS: 5301 CALIFORNIA A VENUE. SUITE 100 CITY, STA TE: IRVINE, CALIFORNIA TELEPHONE: (9491 261-1001 BY: 6;'.a ~ fl /.. DA TE: 05/11/2021 (KA THEREEN SHIN/KAI) R.C.E. N0.:~6-6-3-69~------------ REGIS7RA 110N EXP/RA 110N DA TE: 9 J<r2D21 SOILS ENGINEER'S CERTIFICATE I, JEFFREY T. KENT. A REGISTERED (CIVIL/GEOTECHNICAL) ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SO/LS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF JULY 1, 2019 AND MARCH 6, 2020. TWO COPIES OF THE SO/LS REPORT COMPILED FROM THIS STUDY. WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY SIGNED: -~~ T ~ r ENGINEER. ~ . ~ G.E.jP.E. NO •• _.N.1.10......,2B..,1C£7 _________ _ No. 2817 DA TE: S!-o~" LICENSE EXP/RATION DA TE: OWNER'S CERTIFICATE I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE- REGULA TED SWPPP, I (WEl ALSO AGREE A QUALIFIED SWPPP PRACTITIONER (QSP) HAS BEEN OR Wll.L BE RETAINED TO SUPERVISE IMPLEMENTATION OF 'THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND MUN/Cf PAL PERMIT, LA TEST VERSION. ~/20,..;/ ERIC DILL DATE SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY PHOTOGRAMME7RIC METHODS FROM INFORMATION GATHERED ON MARCH 22, 2019 BY GUIDA SURVEYING INC. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT /5 LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) APN: 207-241-01-00 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT 15: N 359000 E~16=7=5=00=0~------- EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK /5 REQUIRED, CONTACT DERRICK ANDERSON AT (760) JJ1-5022. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONS7RUC110N OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. J. FOR PROJECTS COVERED BY STATE SWPPP/Wl)ID, IN ACCORDANCE WITH THE CONS7RUC110N ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CON7ROL BOARD, THE QUALIFIED SWPPP PRAC11110NER (QSP) SHALL UPDATE AND MAINTAIN THE WATER POLLUTION CON7ROL (WPC) PLAN TO ADDRESS UPDATED SITE CONDITIONS OF THE PROJECT. THE UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT SITE AND MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CON57RUC110N BMP'S BEYOND THE ORIGINAL APPROVED S~PP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT ANTIC/ PA TED. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE QUALIFIED SWPPP DE\.£1.0PER AND THE CITY INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT. 4. THE CON7RACTOR SHALL RESTORE ALL EROSION CON7ROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CON7RACTOR SHALL INSTALL ADDITIONAL EROSION CON7ROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CON7RACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC 7RESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CON7ROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR EROSION CON7ROL 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 WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE RV£ (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FIFTY PERCENT (50%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRA\.£1. BAGS SHALL BE BURLAP TYPE WITH J/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 57RAW INSTALLED IN ACCORDANCE WITH SECTION J5.02J OF THE EROSION AND SEDIMENT CON7ROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CON7ROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPEC/RCA TIONS AND THE FOLLOWING: A. H YDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER 'MIEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR 57REET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING COND/110N5 EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CON57RUC110N OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE 7REA TMENT. 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 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 PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA 110N TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM. J. /RR/GA TION SHALL MAINTAIN THE 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 FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. J lbs. PER ACRE OF E SCHOOL CIA CAUFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED /5 NOT VISIBLE FROM EITHER A PUBLIC 57REET OR RESIDENTIAL 57RUCTURE5. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A Nf7ROGEN RX/NG BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MA TER/ALS SHALL BE 7RANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CER11RCA110N TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. J NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CON7RACTOR. 2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (57RAW) MAY BE SUBSTITUTED, ALL OR PART. FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN 57RAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF THE S7RAW INTO THE SOIL J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF: a. 7RACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIEN1L Y FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITION/NG THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE 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. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE THE PROJECT 15 PERMANEN1L Y LANDSCAPED OR, FOR AREAS WI-IERE HYDROSEEDING 15 THE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. F. ALL SLOPES SHALL HA VE /RR/GA TION INSTALLED AND BE STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. AN APPROVED EROSION CON7ROL PRODUCT (RECP) SHALL BE INSTALLED PER EC-7 IF THIS REQUIREMENT CANNOT BE MET. JUTE, EXCELSIOR OR 57RAW BLANKET IS UNACCEPTABLE. G. SHOULD GERMINATION OF HYDROSEED FAIL TO PROVIDE EmCIENT COVERAGE (NO LESS THAN 70%) PRIOR TO OCTOBER 1, THE SLOPES SHALL BE STABILIZED BY AN APPROVED RECP. JUTE, EXCELSIOR AND 57RAW BLANKET IS UNACCEPTABLE. H. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY LANDSCAPE MANUAL. THE LANDSCAPE PLANS FOR THIS PROJECT OR AS DIRECTED BY THE CITY ENGINEER OR CITY PLANNER. VICINITY MAP CITY OF OCEANSIDE HIGHWAY 78 ... ,_.J'.r "j ,,-;., . c:J-• I WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CON57RUC110N OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES. EROSION CON7ROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS. SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. I : /'• 1 .. _: I NOT TO --'J~_SCALE THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CON57RUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE c" •1 ··-·· 0 I j CITY OF VISTA ··-··-- ~1.--~~r----~ I 2. CITY OF CARLSBAD ENGINEERING STANDARDS J. THIS SET OF PLANS 4. RESOLUTION NO. N/A 5. THE STANDARD SPEC/RCA TIONS FOR PUBLIC WORKS CONS7RUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY NINYO & MOORE DATED FROM JULY 1, 2019 TO MARCH 6, 2020. :~~ l CITY OF ·'--"t SAN MARCOS 7. THE SAN DIEGO REGIONAL STANDARD ORA WINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED~"----------- PACIFIC OCEAN I AVf. .. J I 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED ..,N~IAc. _____ _ 10. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY WHITSON CM CON7RAC11NG & MANAGEMENT. INC. DATED JUNE JO, 2020.ltDID N0.9J7CJ90856. 11. STORM WATER QUALITY MANAGEMENT PLAN PREPARED BY LPA, INC. DA TED MAY 11, 2021. .-· 12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CON57RUC110N HANDBOOK AND CAL7RAN5 CON57RUC110N SITE BMP MANUAL. :_:- l'=---.-4 CITY OF ENCINITAS-.. ....:'L •• I INDEX OF SHEETS 1 TITLE SHEET 2 CIVIL NOTES J-4 DEMOLITION PLAN 5-6 GRADING PLAN 7-8 STORM DRAIN PLAN 9-10 UTILITY PLAN 11-12 HORIZONTAL CON7ROL AND PAVING PLAN 13-17 DETAILS 18 SINGLE SHEET BMP SITE PLAN LEGAL DESCRIPTION REAL PROPERTY IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, DESCRIBED AS FOLLOWS: LOT 79 OF LAGUNA RIVIERA SUBDIVISION, UNIT NO. J, ACCORDING TO MAP THEREOF NO. 6304, FILED IN THE omcE OF THE COUNTY RECORDER OF THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ON FEBRUARY 26, 1969. PROJECT ADDRESS 4885 KELLY DR CARLSBAD, CA 92008 DEVELOPER/OWNER NAME: CARLSBAD UN/RED SCHOOL DIS7RICT, ATTN: RICHARD GROVE ADDRESS: 6225 EL CAMINO REAL CARLSBAD, CA 92009 PHONE NO.: (760) JJ1-5000 REFERENCE DRAWINGS DESCRIPTION ROOF DRAIN P.O.C 5' FROM BUILDING FIRE WATER P.O.C 5' FROM BUILDING DOMESTIC WATER P.O.C 5' FROM BUILDING SEWER P.O.C 5' FROM BUILDING STORM DRAIN MANHOLE 12" X 12" DRAIN INLET (PRECAST) 18" X 18" DRAIN INLET (PRECAST) PEDE57RIAN HARDSCAPE DRAIN A 7RIUM PLANTER DRAIN LEGEND DWG.NO. PER CONST. NOTE SEE SHEET 7-8 PER CONST. NOTE SEE SHEET 9-10 PER CONST. NOTE SEE SHEET 9-10 PER CONST. NOTE SEE SHEET 9-10 D-10 DETAIL 02 SEE SHEET 14 DETAIL 02 SEE SHEET 14 DETAIL 01 SEE SHEET 14 DETAIL OJ SEE SHEET 14 SYMBOL 0 § 0 a El a ■ FLOW DIVERSION MANHOLE DETAIL 05 SEE SHEET 14, DETAIL 02-0J IICIDII SEE SHEET 15, DETAIL 05 SEE SHEET 16 7RENCH DRAIN STORM DRAIN CLEANOUT SANITARY SEWER CLEANOUT IN PUBLIC R.O.W. SANITARY SEWER CLEANOUT ON-SITE VALVE POST INDICATOR VALVE (PIV)/CHECK VALVE (CHK Vf..V)/FIRE DEPARTMENT CONNECTION (FDC) DOUBLE DETECTOR CHECK (DBL CHK) THRUST BLOCK BENDS. TEE AND CROSS 6" CURB AND GUTTER 6" ROLLED CURB AND GUTTER VERTICAL CURB PARKING STALL AC PAVEMENT AC PAVEMENT OVERLAY RRE LANE AC PAVEMENT PEDES7RIAN CONCRETE PAVEMENT VEHICULAR CONCRETE PAVEMENT AC PAVEMENT OVERLAY IN PUBLIC R.O.W. DESCRIPTION DETAIL 01 SEE SHEET 15 ====== SC-01 SC-01 SC-01 W-16 DETAIL 11 SEE SHEET 1J W-22 W-15 W-15 G-02 G-4A AND G-48 DETAIL OJ SHEET 1J PER KEYNOTE JO SHEET 11-12 PER KEYNOTE J1 SHEET 11-12 PER KEYNOTE J2 SHEET 11-12 PER KEYNOTE J5 SHEET 11-12 0 0 0 ® ~ -..:I ◄ _1 16<.iSZ1 PER KEYNOTE J4 SHEET 11-12 11 ~ I, I PER KEYNOTE J7 SHEET 11-12 I LINETYPE APPROX/MA TE PROJECT LIMIT OF WORK RIGHT OF WAY /PROPERTY LINE QUANTITY 9 EA 1 EA 2 EA 4 EA 2 EA 27 EA 2 EA 4 EA J EA 4 EA 69 LF 10 EA 1 EA J EA 1 EA 1 EA 1 EA 10 EA 10 EA 155 LF 25 LF J6 LF JJ,015 SF 720 SF 10,935 SF 5,792 SF J,68J SF 1,JOO SF CITY OF CARLSBAD STANDARD DRAWINGS: S-5, W-15, W-16, W-22 SAN DIEGO REGIONAL STANDARD DRAWINGS: G-02, G-4A, G-48, D-10, D-60, SC-01, SM-04 FENCE --x--x--x--x-- EARTHWORK QUANTITIES TOTAL LOT AREA = 8.278 ACRES CUT: 1137 RLL: 181 IMPORT: EXPORT: 956 REMEDIAL: J,JJ2 BENCH MARK CY CY CY CY CY TOTAL DISTURBED AREA = 2,2,l ACRES (THIS AREA INCLUDES BUT IS NOT UM/TED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CON57RUCTION WORKER FOOT 7RAmc, SOIL/GRAVEL PILES. UTILITY 7RENCHES, BACKFILL CUTS AND SLOPE KEYWA YS) TOTAL REPLACED IMPERVIOUS AREA = 1 :U ACRES TOTAL PROPOSED IMPERVIOUS AREA = O 4.J ACRE DES CR I P110N: CITY OF CARLSBAD BENCH MARK NO. 111 LOCATION: BEING A 2.5" ALUM/NIM DISK STAMPED CSLB 111 LS 6215 SET IN THE TOP OF CURB RECORDED: SURVEY NO 17272 CSLB 111 AND CSLB 141 ELEVA 110N: 18 385 DA TUM: NGVD 29 BASIS OF BEARINGS THE BOUNDARY LINES SHOWN HEREON ARE BASED UPON THE CARLSBAD RECORD OF SURVEY NO 17272 CSLB-111 AND CSLB 141 REMOVE EXISTING UTILITY EXISTING SEWER LINE EXISTING WATER LINE EXISTING RECYCLED WATER EXISTING STORM DRAIN LINE EXISTING DEDICATED PR/VA TE FIRE SERVICE EXISTING NATURAL GAS SERVICE EXISTING ELECfflfCAL LINE / CONDUIT EXISTING TELECOM LINE / CONDUIT SANITARY SEWER LINE DOMESTIC WATER LINE PVC STORM DRAIN LINE ( 4" DIAMETER) PVC STORM DRAIN LINE (6" DIAMETER) PVC STORM DRAIN LINE (B" DIAMETER) PVC STORM DRAIN LINE (10" DIAMETER) HDPE STORM DRAIN LINE (12" DIAMETER) HDPE STORM DRAIN LINE (18" DIAMETER) PVC PERFORATED STORM DRAIN LINE (4" DIAMETER) DEDICATED PR/VA TE RRE SERVICE (PER SEPERA TE PLAN-SHOWN FOR REFERENCE ONLY) GRADE BREAK LINE -///////////////////////////////////////1-- -------s -------w ----- - -RW---- ----- - -SD---- ----- - -FW ---- - - - G -------E -,:::-~~ --T I FLOW LINE --------> ----- 11 AS BUILT" R.C.E. 68369 RCE EXP. DATE E~21 I \ REVIEVED BY, INSPECTOR DATE I SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT GRADING PLANS FOR: GR2020-0030 TITLE SHEET 1----1-----+----------------+------l----+---+-----I 1-AP_P_R_o_v_E_o, __________ J_As_o_N s. GELDERT . DATE REVISION DESCRIPTION DATE INITIAL ENGINEER OF WORK DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: SA PROJECT NO. DRAWING NO. CHKD BY:___ PD2020-0046 RVWD BY: DocuSign Envelope ID: C8F3D3EA-CBB5-4AE4-B112-C986ED4C746E 6/11/2021 KELLY ELEMENTARY SCHOOL MODERNIZATION 182 ARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 1. THE INTENT OF THE DEMOLITION PLAN IS TO DESCRIBE IN GENERAL THE DEMOLITIONAREAS AFFECTED BY THE PROJECT CONSTRUCTION. IT IS NOT INTENDED AS ADETAILED DESCRIPTION OF EXISTING ITEMS OR ELEMENTS TO BE REMOVED. THECONTRACTOR SHALL VISIT THE SITE AND REVIEW ANY AVAILABLE RECORD DOCUMENTS TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND SHOULD INCLUDE THE REMOVAL OF ALL ITEMS NECESSARY FOR THE PROPER EXECUTION ANDCOMPLETION OF THE WORK. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, ANDWHAT IS REQUIRED BY ONE SHALL BE BINDING AS IF REQUIRED BY ALL TO THE EXTENTTHAT IT IS REASONABLY INFERABLE FROM THEM AS BEING NECESSARY TO PRODUCETHE INTENDED RESULTS. 2. REMOVE EXISTING BUILDINGS, FOUNDATIONS AND SERVICE UTILITIES AS INDICATEDON PLANS. CAP ALL UTILITIES AT APPROPRIATE POINTS. ALL EXISTING ELECTRICAL /TELEPHONE / CATV UTILITIES SHALL BE REMOVED AS INDICATED OR BACK TO THE POINT WHERE THE SPECIFIC UTILITY SYSTEM ENTERS THE WORK AREA. COORDINATEDEMOLITION OF ALL UTILITIES WITH THE OWNER. ALL UTILITIES CONNECTED TOEXISTING BUILDINGS TO REMAIN SHALL CONTINUE TO BE OPERATIONAL DURING THEDEMOLITION PROCESS. DOMESTIC AND FIRE SERVICE WATER AND NATURAL GASSHALL BE REMOVED TO A POINT OUTSIDE THE PERIMETER OF PROPOSED NEWCONSTRUCTION TO EXISTING VALVES OR SIMILAR SHUT-OFF DEVICES. IF A SHUT-OFFDEVICE IS NOT REASONABLY ADJACENT TO THE PERIMETER OF THE PROPOSED NEWCONSTRUCTION, PROVIDE A SHUT-OFF DEVICE IN BELOW-GRADE YARD BOX. CONFIRM LOCATION OF NEW DEVICES WITH OWNER PRIOR TO INSTALLATION. SANITARY SEWERAND STORM DRAINAGE SHALL BE CAPPED TO A POINT OUTSIDE THE PERIMETER OFTHE PROPOSED NEW CONSTRUCTION. OTHER UTILITIES NOT SPECIFICALLY IDENTIFIEDIN THESE DOCUMENTS AND NOT ANTICIPATED FOR REUSE SHALL BE REMOVED INENTIRETY. 3. FOR ALL EXISTING MATERIALS THAT CAN BE SALVAGED, OWNER HAS FIRST RIGHT OFREFUSAL FOR REMOVED ITEMS THAT MAY HAVE RESIDUAL COMMERCIAL OR HISTORICVALUE INCLUDING HARDWARE, GLASS, CORNER STONES, TIME CAPSULES, LIGHT STANDARDS, SIGNS, FENCING, BENCHES, WATER FOUNTAINS, TRASH CONTAINERS, ETC. SHALL REMAIN THE PROPERTY OF OWNER. ALL ITEMS TO BE SALVAGED FORREUSE/REINSTALLATION MUST MEET CURRENT CODE REQUIREMENTS. COORDINATEITEMS TO BE RETAINED WITH OWNER AND REMOVE FROM CONSTRUCTION SITE TO ALOCATION APPROVED BY OWNER. REMOVED MATERIALS, NOT INDICATED ORDIRECTED TO BE SALVAGE FOR THE OWNER'S BENEFIT ARE DEBRIS AND BECOME THECONTRACTOR'S PROPERTY UPON REMOVAL. 4. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES ORSTRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS AND FIELD SURVEYS. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT, UTILITY COMPANIES, AND/OR FIELD VERIFY AND LOCATE ALLUTILITIES BEFORE PROCEEDING WITH WORK. THE CONTRACTOR IS ALSO REQUIREDTO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWNAND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. NOTIFYTHE ENGINEER IF ADDITIONAL UTILITIES ARE LOCATED OR IF CONFLICTS ARE FOUNDWITH EXISTING CONDITIONS. 5. ALL TREES TO BE REMOVED SHALL BE MARKED BY CONTRACTOR AND APPROVED FOR REMOVAL BY THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO REMOVING ORCUTTING TREE(S). EXISTING ROOTS SHALL BE GRINDED TO A DEPTH OFAPPROXIMATELY 3-FEET. USE CAUTION WHILE GRINDING WHEN EXISTING UTILITIESARE IN CLOSE PROXIMITY TO TREES. ALL TREES TO REMAIN WITHIN THE LIMIT OFWORK SHALL BE PROTECTED AND MAINTAINED PER SPECIFICATIONS AND DETAILS. 6. SAWCUT EXISTING CONCRETE AND ASPHALT TO AN EXISTING CONTROL JOINT WHEREPOSSIBLE, AT MINIMUM TO A NEAT-STRAIGHT LINE. ALL DEBRIS SHALL BE HAULEDOFFSITE TO A LEGAL DUMPING SITE OR SALVAGED FOR REUSE ON PROJECT AS NOTED. 7. WORK WITHIN CITY, COUNTY, OR STATE RIGHT-OF-WAY REQUIRES A SEPARATEENCROACHMENT PERMIT WHICH THE CONTRACTOR IS RESPONSIBLE FOR OBTAININGPRIOR TO STARTING WORK WITHIN RIGHT-OF-WAY. 8. CONTRACTOR TO COORDINATE UTILITY DEMOLITION WITH DRAINAGE AND UTILITYWORK SHOWN IN THIS PLAN SET. ALL UTILITY SHUTDOWNS SHALL BE COORDINATEDPER PROJECT SPECIFICATIONS. 9. EXISTING DRY UTILITIES SHOWN FOR DEMOLITION ARE SHOWN FOR COORDINATION ONLY. REFER TO OTHER DISCIPLINES FOR LIMITS AND DETAILS OF DEMOLITION. 10. THE CONTRACTOR SHALL RECYCLE CONSTRUCTION DEBRIS, ASPHALT, ANDCONCRETE GENERATED FROM REMOVALS REQUIRED TO CONSTRUCT THE PROJECT.THE CONTRACTOR IS OBLIGATED, UNDER THIS CONTRACT, TO RECYCLE THE WASTEMATERIAL THROUGH AN APPROVED RECYCLING PLANT. 11. A LIST OF FACILITIES THAT ACCEPT CONSTRUCTION & DEMOLISHING DEBRIS CAN BEFOUND ON THE CALRECYCLE WEBSITE AT: HTTPS://WWW2.CALRECYCLE.CA.GOV/ELECTRONICS/CEW/PARTICIPANTSDIRECTORY 12. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING BUILDING FINISHESDURING DEMOLITION. ANY FINISH THAT IS DAMAGED DURING DEMOLITION SHALL BEREPAIRED OR REPLACED IN-KIND OR BETTER. 1. THE CONTRACTOR SHALL CONTACT THE RESPECTIVE UTILITY OWNERS FORLOCATION, REMOVAL, AND/OR RELOCATION OF ANY UTILITY SERVICES AFFECTED BYCONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONARYMEASURES TO PROTECT UNDERGROUND OR OVERHEAD STRUCTURES WHETHER OR NOT THEY ARE SHOWN ON THESE DRAWINGS. 2. THE CONTRACTOR SHALL NOTIFY THE PROJECT INSPECTOR AND THE RESPECTIVEUTILITY OWNERS AND OTHER AGENCIES AT LEAST TWO WORKING DAYS PRIOR TOSTART OF CONSTRUCTION. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING, VERIFYING LOCATIONS(BOTH HORIZONTAL AND VERTICAL), AND MAINTAINING ALL EXISTING UNDERGROUNDUTILITIES, BOTH SHOWN ON THE PLANS AND/OR NOT SHOWN ON THE PLANS DURINGCONSTRUCTION. REPAIR DAMAGED UTILITIES TO THE SATISFACTION OF THEENGINEER. THE CONTRACTOR SHALL LOCATE EXISTING UNDERGROUND UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS BECAUSE OF LOCATIONS OF EXISTING FACILITIES AND SHALL REPORT ALL DISCREPANCIES TOTHE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 4. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES AND/ORSTRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THEAVAILABLE RECORDS. APPROVAL OF THESE PLANS DOES NOT CONSTITUTE AREPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION OR THE EXISTENCE OR NON-EXISTENCE OF ANY UTILITY AND/OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUEPRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OF RECORD OR NOT OFRECORD SHOWN OR NOT SHOWN AND ANY OTHER LINE(S) OR STRUCTURE(S) NOTSHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION OF, ANDDAMAGE TO THESE LINE(S) OR STRUCTURE(S). 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY SHORING AT PROPOSEDBUILDING FOUNDATIONS, FOOTINGS, AND WALLS TO PROTECT EXISTING UTILITIES INPLACE. 6. UNAUTHORIZED CHANGES AND USES - CAUTION: THE ENGINEER PREPARING THESEPLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TOOR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING ANDMUST BE APPROVED BY THE PREPARER OF THESE PLANS. 7. THE CONTRACTOR SHALL MAINTAIN THE EXISTING ACCESSIBLE ROUTE CLEAR ORPROVIDE AN ALTERNATE ACCESSIBLE ROUTE OF TRAVEL DURING DEMOLITION AND/ORCONSTRUCTION. 8. THE CONTRACTOR SHALL MAINTAIN THE EXISTING FIRE EXITS AND STAIRS CLEAR AND USABLE OR PROVIDE ALTERNATE FIRE EXITS DURING DEMOLITION AND/OR CONSTRUCTION. 9. WHEN THE ADDITIONAL NOTES ON THIS SHEET CONFLICT WITH CITY STANDARD NOTESON SHEET 1, THE PROJECT SWPPP NOTES OR SWQMP NOTES, THE CITY STANDARDNOTES, SWPPP AND SWQMP SHALL APPLY. PORTIONS OF DEMOLITION MAY REQUIRE BLOCKING AND/OR OBSTRUCTING THROUGHACCESS TO EMERGENCY / FIRE ACCESS VEHICLES. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE A FIRE WATCH SPECIALIST SERVICE FOR THE DURATIONOF TIME THAT EMERGENCY / FIRE ACCESS VEHICLES ARE BLOCKED AND/OR OBSTRUCTEDDURING CONSTRUCTION UNLESS EQUIVALENT ALTERNATE MEASURE ARE TAKEN TOENSURE CONTINUOUS ACCESS TO EMERGENCY / FIRE ACCESS VEHICLES. CONTRACTOR TOCOORDINATE THROUGH ACCESS TO EMERGENCY / FIRE ACCESS VEHICLES WITH THELOCAL FIRE AUTHORITY HAVING JURISDICTION. 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE GRADING PLANS AND SOILSREPORT THOROUGHLY PRIOR TO SITE MOBILIZATION. IT IS ALSO THE GRADING CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CIVIL AND SOILS ENGINEERS IF ONSITE DISCREPANCIES ARE OBSERVED THAT WOULD AFFECT THE EARTHWORKQUANTITIES. 2. THE EXISTING TOPOGRAPHY AS DELINEATED ON THESE DRAWINGS SHALL BE UTILIZEDAS THE BASIS FOR ALL EARTHWORK COMPUTATIONS. SAID TOPOGRAPHY SHALL BEPRESUMED TO BE ACCEPTABLE TO ALL INTERESTED PARTIES UNLESS A DEVIATION ISFOUND PRIOR TO THE START OF GRADING IN ANY SPECIFIC AREAS, ANY DEVIATION SODETERMINED SHALL BE PROMPTLY TRANSMITTED TO ALL INTERESTED PARTIES. 3. THE CONTRACTOR IS REQUIRED TO ESTIMATE THE QUANTITIES OF GRADING WORK TO BE DONE AND INCLUDE ALL COSTS THEREFROM WITH HIS BID, AS NO ADDITIONAL ALLOWANCE WILL BE MADE WITHOUT PRIOR CONSENT FROM THE OWNER. 4. OVER-EXCAVATION AND/OR EXCESS BACKFILLING OR DUPLICATION OF GRADINGACTIVITIES IS NOT A BASIS FOR ADDITIONAL COMPENSATION. THIS ALSO APPLIESWHERE MATERIAL IS TO BE REMOVED AND REPLACED TO REDUCE MOISTURECONTENT. 5. OFF-SITE DISPOSAL OF EXCAVATION MATERIAL IS THE RESPONSIBILITY OF THECONTRACTOR AND SHALL BE INCLUDED IN THE BID. THE CONTRACTOR SHALL HOLD THE OWNER AND ENGINEER HARMLESS AS A RESULT OF ANY CLAIMS ARISING FROMTHE ACTIONS ENROUTE OR AWAY FROM THE SITE. 6. EARTH VOLUMES SHOWN HEREON ARE ESTIMATES BASED UPON THE GEOTECHNICALANALYSIS PERFORMED BY THE NAMED SOILS ENGINEER AND TOPOGRAPHIC SURVEYOF THE EXISTING GROUND SURFACE AT THE TIME OF PLAN PREPARATION.EARTHWORK VOLUMES ARE COMPUTED BY METHODS COMMONLY USED IN STANDARDENGINEERING PRACTICE, AND ARE INTENDED FOR USE IN ESTABLISHING GOVERNING AGENCY FEES. ACTUAL FIELD CONDITIONS MAY VARY FROM OBSERVED OR MEASURED CONDITIONS AT THE TIME OF PLAN PREPARATION. EARTHWORK QUANTITIES MAYVARY AS A RESULT. 7. ANY EXPORT OR IMPORT REQUIRED TO BALANCE THE SITE SHALL BE THE SOLERESPONSIBILITY OF THE CONTRACTOR. 8. PAVEMENT AND SUBGRADE RECOMMENDATIONS RELATED TO OVER-EXCAVATION,PAVEMENT SUBGRADE, ETC., PER GEOTECHNICAL REPORT. 1. CONTRACTOR SHALL ENSURE THAT THE CONSTRUCTION SITE IS PREPARED PRIOR TOTHE START OF CONSTRUCTION. CONTRACTOR SHALL HAVE ALL EROSION ANDSEDIMENT CONTROL MEASURES IN PLACE AT ALL TIMES DURING CONSTRUCTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED UNTILDISTURBED AREAS ARE STABILIZED. 3. THIS PLAN MAY NOT COVER ALL THE SITUATIONS THAT ARISE DURING CONSTRUCTION DUE TO UNANTICIPATED FIELD CONDITIONS. 4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED BEFORE ANDAFTER ALL STORMS TO ENSURE MEASURES ARE FUNCTIONING PROPERLY. 5. CONTRACTOR SHALL MAINTAIN A LOG AT THE SITE OF ALL INSPECTIONS ORMAINTENANCE OF BMPS, AS WELL AS, ANY CORRECTIVE CHANGES TO THE BMPS OREROSION AND SEDIMENT CONTROL PLAN. 6. IN AREAS WHERE SOIL IS EXPOSED, PROMPT REPLANTING WITH NATIVE COMPATIBLE, DROUGHT-RESISTANT VEGETATION SHALL BE PERFORMED. NO AREAS WILL BE LEFT EXPOSED OVER THE WINTER SEASON. 7. THE CONTRACTOR SHALL INSTALL THE STABILIZED CONSTRUCTION ENTRANCE PRIORTO COMMENCEMENT OF GRADING. LOCATION OF THE ENTRANCE MAY BE ADJUSTEDBY THE CONTRACTOR TO FACILITATE GRADING OPERATIONS. ALL CONSTRUCTIONTRAFFIC ENTERING THE PAVED ROAD MUST CROSS THE STABILIZED CONSTRUCTIONENTRANCE. 8. ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS SHALL BE SWEPT AT THE END OF EACH WORKING DAY OR MORE OFTEN AS NECESSARY. 9. CONTRACTOR SHALL PLACE SAND BAGS AROUND ALL NEW DRAINAGE STRUCTUREOPENINGS IMMEDIATELY AFTER THE STRUCTURE OPENING IS CONSTRUCTED. THESESAND BAGS SHALL BE MAINTAINED AND REMAIN IN PLACE UNTIL CONSTRUCTION ISCOMPLETED. 10. CONTRACTOR SHALL IMPLEMENT HOUSEKEEPING PRACTICES AS FOLLOWS:A. SOLID WASTE MANAGEMENT:PROVIDE DESIGNATED WASTE COLLECTION AREAS AND CONTAINERS. ARRANGE FOR REGULAR REMOVAL AND DISPOSAL. CLEAR SITE OF TRASH INCLUDING ORGANICDEBRIS, PACKAGING MATERIALS, SCRAP OR SURPLUS BUILDING MATERIALS ANDDOMESTIC WASTE DAILY. B. MATERIAL DELIVERY AND STORAGE:PROVIDE A DESIGNATED MATERIAL STORAGE AREA WITH SECONDARYCONTAINMENT SUCH AS BERMING. STORE MATERIAL ON PALLETS AND PROVIDECOVERING FOR SOLUBLE MATERIALS. RELOCATE STORAGE AREA INTO BUILDINGSHELL WHEN POSSIBLE. INSPECT AREA WEEKLY. C. CONCRETE WASTE:PROVIDE A DESIGNATED AREA FOR A TEMPORARY PIT TO BE USED FOR CONCRETETRUCK WASH-OUT. CONCRETE WASHOUT CANNOT BE WITHIN 50' MINIMUM OF DRAININLETS. DISPOSE OF HARDENED CONCRETE OFFSITE. AT NO TIME SHALL ACONCRETE TRUCK DUMP ITS WASTE AND CLEAN ITS TRUCK INTO THE STORMDRAINS VIA CURB AND GUTTER. INSPECT DAILY TO CONTROL RUNOFF, AND WEEKLYFOR REMOVAL OF HARDENED CONCRETE. D. PAINT AND PAINTING SUPPLIES: PROVIDE INSTRUCTION TO EMPLOYEES AND SUBCONTRACTORS REGARDINGREDUCTION OF POLLUTANTS INCLUDING MATERIAL STORAGE, USE, AND CLEAN UP.INSPECT SITE WEEKLY FOR EVIDENCE OF IMPROPER DISPOSAL. E. VEHICLE FUELING, MAINTENANCE AND CLEANING:PROVIDE A DESIGNATED FUELING AREA WITH SECONDARY CONTAINMENT SUCH ASBERMING. DO NOT ALLOW MOBILE FUELING OF EQUIPMENT. PROVIDE EQUIPMENTWITH DRIP PANS. RESTRICT ONSITE MAINTENANCE AND CLEANING OF EQUIPMENT TO A MINIMUM. INSPECT AREA WEEKLY. F. HAZARDOUS WASTE MANAGEMENT:PREVENT THE DISCHARGE OF POLLUTANTS FROM HAZARDOUS WASTES TO THEDRAINAGE SYSTEM THROUGH PROPER MATERIAL USE, WASTE DISPOSAL ANDTRAINING OF EMPLOYEES. HAZARDOUS WASTE PRODUCTS COMMONLY FOUNDON-SITE INCLUDE BUT ARE NOT LIMITED TO PAINTS & SOLVENTS, PETROLEUMPRODUCTS, FERTILIZERS, HERBICIDES & PESTICIDES, SOIL STABILIZATION,STABILIZATION PRODUCTS, ASPHALT PRODUCTS AND CONCRETE CURING PRODUCTS. 11. CONTRACTOR SHALL HYDROSEED ALL GRADED SLOPES. NATIVE SEED MIX SHALL BE20% LANA PUBESCENT WHEAT GRASS, 40% BLANDO BROME, AND 40% ANNUAL RYEGRASS AND SHALL BE APPLIED AT A RATE OF 200 POUNDS PER ACRE. SOIL BINDINGAGENT SHALL BE VERDYOL, SENTINEL, OR EQUAL, APPLIED AT A RATE OF 110 POUNDSPER ACRE. MULCH SHALL BE SILVER-FIBER, CONWED, OR EQUAL, APPLIED AT A RATEOF 1,000 POUNDS PER ACRE. FERTILIZER SHALL BE AGRI-FORM 16-7-12, BEST 16-6-8,OR EQUAL, APPLIED AT A RATE OF 500 POUNDS PER ACRE. THE CONTRACTOR SHALL WATER SEEDED AREAS OR RESEED AS NECESSARY TO ENSURE SUFFICIENT PLANT DEVELOPMENT FOR EROSION CONTROL. 12. NO GRADING SHALL BE DONE UNTIL SITE- AND SEASON-SPECIFIC SOIL LOSS ANDHOUSEKEEPING STORMWATER BMP HAVE BEEN APPROVED BY THE INSPECTOR. THECONTRACTOR SHOULD EMPLOY THE DESIGN BMP AND ANY OTHERS NEEDED ASSITUATIONS ARISE. CONTRACTOR SHOULD CONDUCT SITE INSPECTIONS BEFORE,DURING AND AFTER EACH EXTENDED STORM EVENT TO IDENTIFY CONDITIONS THATMAY CONTRIBUTE TO EROSION AND SEDIMENT PROBLEMS OR ANY OTHER POLLUTANT DISCHARGES. IF ADDITIONAL CONTROL MEASURES ARE NEEDED, CONTRACTORSHOULD IMPLEMENT THEM IMMEDIATELY. 1. ALL ASBESTOS CEMENT PIPE TO BE REMOVED SHALL BE SNAPPED, ENCAPSULATED,AND DISPOSED OF PER LOCAL, STATE, AND FEDERAL REGULATIONS. 2. DOMESTIC WATER SERVICE AND FIRE PROTECTION SHALL BE MAINTAINED DURING CONSTRUCTION. PROVIDE BYPASS LINES DURING CONSTRUCTION INCLUDING TIE-IN.COORDINATE ALL SHUT DOWNS OF WATER AND POWER WITH OWNER PRIOR TOCONSTRUCTION. 3. PURSUANT TO CALIFORNIA ASSEMBLY BILL 1953 ALL PIPE, FITTINGS, AND FIXTURESINTENDED TO CONVEY OR DISPENSE WATER FOR HUMAN CONSUMPTION THROUGHDRINKING WATER OR COOKING SHALL BE "LEAD FREE" AS OF JANUARY 1, 2010. IN ORDER TO MEET THE REQUIREMENTS OF THE NATIONAL POLLUTANT DISCHARGEELIMINATION SYSTEM (NPDES) PROGRAM FOR CONSTRUCTION, CONSTRUCTIONCONTRACTORS SHALL INSTALL AND MAINTAIN APPROPRIATE BEST MANAGEMENTPRACTICES (BMPS), AS SHOWN IN ACCORDANCE WITH THE SWPPP (STORM WATER POLLUTION PREVENTION PLAN), ON ALL CONSTRUCTION PROJECTS. BMPS SHALL BE INSTALLED IN ACCORDANCE WITH INDUSTRY RECOMMENDED STANDARDS, AND/OR INACCORDANCE WITH ANY GENERAL CONSTRUCTION PERMIT ISSUED BY THE STATE FOR THEPROJECT TO PREVENT ANY DISCHARGES FROM THE PROJECT SITE OR INTO ANY STORMDRAIN FACILITIES. ALL SEDIMENTS, CONSTRUCTION MATERIALS, DEBRIS AND WASTES, ANDOTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT BE TRANSPORTED FROMTHE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES, WIND,OR VEHICLE TRACKING. UNDER DIRECTION OF THE ENGINEER OF RECORD, EROSION AND/OR SEDIMENT CONTROL DEVICES SHALL BE MODIFIED AS NEEDED AS THE PROJECT PROGRESSES TO ENSURE EFFECTIVENESS. 1. FOLLOWING OWNER ACCEPTANCE OF CONSTRUCTION WORK, POST CONSTRUCTION BEST MANAGEMENT PRACTICE (BMP) MEASURES SHALL BE MAINTAINED BY THEPROPERTY OWNER, INCLUDING BUT NOT LIMITED TO: 1.1. ANNUAL INSPECTION, REPLACEMENT, AND/OR SEDIMENTATION REMOVAL OFVEGETATED SWALES, TREATMENT PONDS, AND OTHER SURFACE STORMWATERTREATMENT MEASURES AS REQUIRED WITH AN INCREASED FREQUENCY BASEDON SITE CONDITIONS. 1.2. MAINTENANCE SERVICE AGREEMENT(S) OF STORMWATER TREATMENT VAULTS, INLETS, MANHOLES, AND OTHER DEVICES BASED ON MANUFACTURES RECOMMENDATIONS AND FREQUENCY. 1.3. ANNUAL INSPECTION OF PERMEABLE PAVEMENT AND REMOVAL OF SEDIMENT ASNEEDED. 1.4. ANNUAL INSPECTION OF STORMWATER INLETS AND MAINTENANCE AS REQUIREDTO CLEAR GRATES AND INLETS OF DEBRIS. 1.5. THE PROJECT STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ANDWATER QUALITY MANAGEMENT PLAN (WQMP) MAY CONTAIN ADDITIONAL OR MORE STRINGENT MAINTENANCE REQUIREMENTS. 2. BMP DETAILS MAY BE FOUND IN THE PROJECT SWPPP DOCUMENT. BMP DETAILS PERCALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) AND ARE AVAILABLE ATwww.casqa.org. 3. FOR PROJECTS GREATER THAN 1 ACRE: THE CONTRACTOR SHALL VERIFY THE STATUSOF THE SWPPP/NOI/WDID PRIOR TO EARTHMOVING ACTIVITIES. A STORMWATERPOLLUTION PREVENTION PLAN (SWPPP) SHALL BE PREPARED AND A NOTICE OFINTENT (NOI) SHALL BE FILED WITH THE STATE WATER RESOURCES CONTROL BOARD(SWRCB) IN ACCORDANCE WITH THE REQUIREMENTS OF CALIFORNIA GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY (PERMIT NO. CAS000002) FOR ALL OPERATIONS ASSOCIATED WITH THESE PLANS. THECONTRACTOR SHALL KEEP A COPY OF THE SWPPP ON SITE AND AVAILABLE FORREVIEW. 1. FIRE WATER PIPE, FITTINGS, AND APPURTENANCES SHALL COMPLY WITH NFPA 24INCLUDING BUT NOT LIMITED TO THE FOLLOWING:1.1. FIRE DEPARTMENT CONNECTIONS (FDC) SHALL BE PER NFPA 24-5.9.1.2. FDC LOCATION AND SIGNAGE SHALL BE PER NFPA 24-5.9.5. 1. PRIOR TO INSTALLATION, ALL PLANS AND SPECIFICATIONS SHALL BE APPROVED BYGOVERNING AGENCY. 2. INSPECTIONS ARE REQUIRED: 1) PRIOR TO POURING THRUST BLOCKS. 2) FORHYDROSTATIC TESTING, AND 3) FOR FLUSH. 3. INSTALLATION, INSPECTION, AND TESTING SHALL CONFORM TO 2016 NFPA 13 AND 2016NFPA 24. 4. PRIVATE FIRE HYDRANTS SHALL BE APPROVED WET BARREL STYLE WITH A MINIMUM OF ONE 2 12" AND ONE 4" OUTLET. THE 4" OUTLET SHALL FACE THE FIRE DEPARTMENTACCESS ROAD. ALL OUTLETS SHALL BE PROVIDED WITH NATIONAL STANDARDTHREADS (NST). 5. FIRE HYDRANT SUPPLY PIPING SHALL BE A MINIMUM OF SIX INCHES IN DIAMETER. THELOWEST OPERATING NUT SHALL BE MINIMUM OF 18" ABOVE GRADE AND THE FIREHYDRANT FLANGE SHALL BE A MINIMUM OF 2" ABOVE GRADE. 6. FIRE HYDRANTS SHALL BE A MINIMUM OF 40 FEET FROM ALL STRUCTURES. A KEYEDGATE VALVE SHALL BE PROVIDED FOR EACH FIRE HYDRANT IN AN ACCESSIBLELOCATION. VALVES SHALL NOT BE LOCATED IN PARKING STALLS. 7. ALL PIPES SHALL BE APPROVED FOR USE IN FIRE SERVICE SYSTEMS (CLASS 900 DR-18 MINIMUM). CLASS 900 DR-14 PIPES SHALL BE USED WHERE THE PRESSURES MAY EXCEED 150 PSI. 8. ALL FERROUS PIPE AND FITTING SHALL BE PROTECTED WITH LOOSE 8 MILPOLYETHYLENE TUBE. THE ENDS OF THE TUBE AND ANY SPLICES MADE FOR T's OROTHER PIPING COMPONENTS SHALL BE SEALED WITH 2" TAPE, APPROVED FORUNDERGROUND USE. ALL BOLT JOINTS SHALL BE CLEANED AND THOROUGHLYCOATED WITH ASPHALT OR OTHER CORROSION RETARDING MATERIAL AFTERASSEMBLY AND PRIOR TO POLY-TUBE INSTALLATION. 9. A BED OF CLEAN FILL SAND SHALL BE PROVIDED BELOW AND ABOVE THE PIPE, A MINIMUM OF 12" ABOVE AND 6" BELOW. 10. ALL BOLTS USED FOR UNDERGROUND CONNECTIONS SHALL BE STAINLESS STEEL. 11. A MINIMUM OF 30" OF COVER, FROM FINISH GRADE TO THE TOP OF THE PIPE SHALL BEPROVIDED. WHEN SURFACE LOADS ARE EXPECTED, A MINIMUM OF 36" COVER SHALLBE PROVIDED. 12. THRUST BLOCKS, OR OTHER APPROVED METHOD OF THRUST RESTRAINT, SHALL BEPROVIDED WHEREVER PIPE CHANGES DIRECTION. 13. THE TRENCH SHALL BE EXCAVATED FOR THRUST BLOCKS AND INSPECTED PRIOR TO POUR. ALL CORROSION PROTECTION SHALL BE IN PLACE. 14. A HYDROSTATIC TEST (200 PSI FOR TWO HOURS OR 50 PSI OVER MAXIMUM STATICPRESSURE, WHICHEVER IS GREATER) SHALL BE PERFORMED. BACKFILL BETWEEN THEJOINTS TO PREVENT MOVEMENT OF THE PIPE. 15. THE SYSTEM SHALL BE THOROUGHLY FLUSHED BEFORE CONNECTION IS MADE TOOVERHEAD PIPING. FLOW SHALL BE THROUGH A MINIMUM OF 4" HOSE OF PIPE. 16. PRIVATE HYDRANTS, SPRINKLER CONTROL VALVES, DETECTOR CHECK ASSEMBLIES,POST INDICATING VALVES AND FIRE DEPARTMENT CONNECTIONS SHALL BE PAINTED OSHA RED, UNLESS NOTED OTHERWISE. 17. THE CONTROL VALVES SHALL BE LOCKED IN THE OPEN POSITION. VALVES SHALL BEMONITORED IF THEY SERVE 6 OR MORE SPRINKLER HEADS. FIRE PROTECTION SYSTEM NOTES PER SEPARATE PLAN - SHOWN FOR REFERENCE ONLY GENERAL EROSION AND SEDIMENT CONTROL NOTESDEMOLITION NOTES EARTHWORK NOTES FIRE WATER GENERAL NOTES: IMPORTANT NOTICE DEDICATED FIRE ACCESS GENERAL NOTES TO CONTRACTOR POLLUTION PREVENTION NOTES BMP MAINTENANCE NOTES 527-6A KEY MAP 1" = 150' TC-32 BIOFILTRATION CARLSBAD UNIFIEDSCHOOL DISTRICT 8 PER SWQMP MP-50 WET VAULT CARLSBAD UNIFIEDSCHOOL DISTRICT 8 PER SWQMP TREE WELLS CARLSBAD UNIFIEDSCHOOL DISTRICT 5, 6 PER SWQMPSD-A 05/11/2021 JSTDER ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/22 I c' SHEET BMP SITE PLAN II 'SEE SHEET 18 FOR SINGLE N~ © 11 AS BUILT" RCE __ _ EXP, ___ _ DATE REVIEVED BY, STRUCTURAL (POST-CONSTRUCTION) BMP TABLE STORM WATER REQUIREMENTS THAT APPLY: STANDARD STORMWA TER REQUIREMENTS PRIORITY PROJECT REQUIREMENTS EXEMPT FROM HYDROMOD/FICA TION? D 'ffS (SEE SWMP FOR DOCUMENTATION) C8J NO INSPECTOR DATE f---+----+------------1-----l-----l-----+----11 SHEET I CITY OF CARLSBAD I SHEETS I ;::::::=::::::'...:::::=::::E:::::N::::G:::::IN::::E:::E:::::R:::::IN:::::G::::::::D:::E:::::P::::AR::::T::::M::::E:::::N::::T==:::'....::==:::: 1-------,--------,--------~------~---~------+----l---l--------------------l-----l---+---I-----I GRADING PLANS FOR: TYPE DESCRIPTION OWNERSHIP MAINTENANCE AGREEMENT SHEET NO. IIIAINTENANCE FREQUENCY GR2020-0030 CIVIL NOlES 1-----l---------1---------i...-------l-----1-------.l---+---1-------------------+--+--l---l----l I A_P_P_R_o_v_E_o_, __________ J_A_s_o_N s. GELDERT _ DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: SA PROJECT NO. DRAWING NO. CHKD BY: ---PD2020-0046 RVWD BY: DocuSign Envelope ID: C8F3D3EA-CBB5-4AE4-B112-C986ED4C746E 6/11/2021 KELLY ELEMENTARY SCHOOL MODERNIZATION 18 MATCH LINE - SEE SHEET 4 1" = 20' 20100 40 01DEMOLITION PLAN 3 527-6A 05/11/2021 JSTDER ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/22 DEMOLITION NOTES -SEE DEMOLITION NOTES, SHEET 2. LABEL I 0 I I 0 I DEMOLITION LEGEND DESCRIPTION REMOVE (E) CONCRETE PAVEMENT/SIDEWALK. SEE DEMOLITION NOTE 10 SHEET 2. REMOVE (E) AC PAVEMENT. SEE DEMOLITION NOTE 10 SHEET 2. REMOVE (E) BUILDING STRUCTURE, RELOCATABLE, AND/OR RAMP, INCLUDING FOUNDATIONS. SEE DEMOLITION NOTE 2 SHEET 2. REMOVE (E) LANDSCAPING. SEE LANDSCAPE AND IRRIGATION PLANS FOR IMPROVEMENTS. REMOVE (E) PLAYGROUND SURFACING MEDIA. AREA OF AC GRIND AND OVERLAY. SEE GRADING AND PAVING PLANS. REMOVE (E) TREE. SEE DEMOLITION NOTE 5 SHEET 2. (E) TREE TO REMAIN AND BE PROTECTED. SEE DEMOLITION NOTE 5SHEET 2. SAWCUT (E) PAVEMENT AS NEEDED. SEE DEMOLITION NOTES 6 AND 10 SHEET 2. APPROXIMATE LIMIT OF WORK. I I I I II I I I II I I I/· REMOVE (E) UTILITY. SEE DEMOLITION NOTES 2, 4, 8, AND 9 SHEET 2. REMOVE (E) WALL. I I I r~-- KEY NOTE ~ ~ ~ ~ ~ ~ ~ ~ ~ G @] DESCRIPTION I f I 33,75 )( 33.67 )( DEMOLITION KEYNOTES , I i D i 33.~? + x· i REMOVE 1027 LF (E) STORM DRAIN PIPE AND APPURTENANCES. SEE STORM DRAIN PLAN FOR IMPROVEMENTS. REMOVE 276 LF (E) WATER/FIRE WATER PIPE AND APPURTENANCES. SEE UTILITY PLAN FOR IMPROVEMENTS. REMOVE (E) GUARDRAIL. REMOVE (E) RETAINING/FREE STANDING WALL AND FOOTINGS. REMOVE (E) SIGN AND FOOTING. REMOVE (E) CURB. REMOVE (E) CURB AND GUTTER. REMOVE (E) STRIPING. REMOVE EXISTING CONCRETE VAULT AND BACKFILL HOLE PER GEOTECHNICAL REPORT RECOMMENDATIONS. REMOVE (E) FENCE/GATE AND FOOTINGS. SEE LANDSCAPE PLANS FOR IMPROVEMENTS. REMOVE (E) PLAYGROUND EQUIPMENT/STRUCTURE AND ASSOCIATED FOOTINGS. B @] ~ ~ KEY NOTE @) ® @ ® @ @ ® I i -I - ' - - ' ' ' 1J ,...,_"' - ' ' . - - ' RELOCATE (E) STORAGE CONTAINER TO LOCATION INDICATED ON LANDSCAPE PLAN. CONTRACTOR TO SALVAGE CONTENTS AND COORDINATE TEMPORARY STORAGE WITH DISTRICT. REMOVE (E) STORAGE CONTAINER. CONTRACTOR TO COORDINATE DISPOSITION OF CONTENTS WITH DISTRICT. REMOVE (E) TRUNCATED DOMES. REMOVE AND SALVAGE (E) WHEELSTOP. REINSTALL PER GRADING/PAVING PLAN. PROTECTION KEYNOTES DESCRIPTION PROTECT (E) BUILDING, FOUNDATION AND OTHER STRUCTURAL FEATURES AND BUILDING UTILITIES. PROTECT (E) CONCRETE PAVEMENT/SIDEWALK. PROTECT (E) AC PAVEMENT. PROTECT (E) STORM DRAIN FACILITIES. PROTECT (E) SANITARY SEWER FACILITIES. PROTECT (E) WATER/FIRE WATER SERVICE FACILITIES. PROTECT (E) IRRIGATION FACILITIES. @ PROTECT (E) CURB. @ PROTECT (E) CURB AND GUTTER. @ PROTECT (E) WALLJRETAINING WALL. @ PROTECT (E) MONUMENT AND/OR SIGN AND POST. @ PROTECT (E) FENCE. @ PROTECT (E) ELECTRICALJ TELECOMMUNICATIONS FACILITIES. @ PROTECT (E) GAS FACILITIES. @ CUT AND CAP (E) UTILITY. @ PROTECT (E) PLAYGROUND EQUIPMENT/STRUCTURE. @ PROTECT (E) CONCRETE BROW DITCH. @ PROTECT (E) ACCESSIBLE RAMP AND TRUNCATED DOMES. I J ! 31.30 )( 30.80 )( ) 0 30, 76 )( 30, 17 )( / / -------------------------------=::::::::::::- I ~ I / 29.68 )( ) ! 30.15 ---- 25,75 )( <--:r \,- )( J 25.25 \ ) )( ---'~---< u> Ii 2113 \ Ii \ -~li==---====1i __L_J_l-4--\ \\~~---->-- EASEMENTS: REFERENCE IS MADE TO PARCEL OF LAND OF TITLE REPORT NO. DIV-5972383(7) PREPARED BY FIRST AMERICAN TITLE COMPANY, DATED JUNE 27, 2019. @AN EASEMENT FOR UTILITIES AND INCIDENTAL PURPOSES, RECORDED DECEMBER 8, 1969 AS INSTRUMENT NO. 222735 OF OFFICIAL RECORDS. IN FAVOR OF: THE PACIFIC TELEPHONE AND TELEGRAPH COMPANY AFFECTS: AS DESCRIBED THEREIN Q AN EASEMENT FOR UTILITIES AND INCIDENTAL PURPOSES, RECORDED JANUARY 19, 1970 AS INSTRUMENT NO. 9642 OF OFFICIAL RECORDS. IN FAVOR OF: SAN DIEGO GAS & ELECTRIC COMPANY AFFECTS: AS DESCRIBED THEREIN G) AN EASEMENT FOR UTILITIES AND INCIDENTAL PURPOSES, RECORDED OCTOBER 1, 1974 AS INSTRUMENT NO. 263986 OF OFFICIAL RECORDS. IN FAVOR OF: SAN DIEGO GAS & ELECTRIC COMPANY AFFECTS: AS DESCRIBED THEREIN Q AN EASEMENT FOR ELECTRIC COMPANY ELECTRICITY TRANSMISION EASEMENT AND INCIDENTAL PURPOSES, RECORDED AS BOOK 4830 PAGE 216 OF OFFICIAL RECORDS. IN FAVOR OF: SAN DIEGO GAS & ELECTRIC COMPANY AFFECTS; AS DESCRIBED THEREIN. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL I ·3 1' 5. )( 4. )( \ ~ 27, 7 25 RCE ::e i 1J ;;o ::e i i Si i i i REVIE',,/ED INSPECTOR CITY 6,76 )( 26 6 5,68 )( i25.2 i i >< i i i 4.78 )( 26.87 )( - 26.33 )( / ,,,,<o 25 79 24 75 24 30 11 AS BUILT" EXP. BY, OF CARLSBAD I SHEET I ENGINEERING DEPARTMENT GRADING PLANS FOR: GR2020-0030 DEMOLITION PLAN I APPROVED: JASON s. N © DATE DATE I SHEETS I GELDERT DATE DWN BY: SIi PROJECT NO. DRAWING NO. CHKD BY: PD2020-0046 RVWD BY: DocuSign Envelope ID: C8F3D3EA-CBB5-4AE4-B112-C986ED4C746E 6/11/2021 KELLY ELEMENTARY SCHOOL MODERNIZATION 184 MATCH LINE - SEE SHEET 3 1" = 20' 20100 40 01DEMOLITION PLAN 527-6A 05/11/2021 JSTDEDER ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/22 DEMOLITION NOTES -SEE DEMOLITION NOTES, SHEET 2. LABEL I 0 I DEMOLITION LEGEND DESCRIPTION REMOVE (E) CONCRETE PAVEMENT/SIDEWALK. SEE DEMOLITION NOTE 10 SHEET 2. REMOVE (E) AC PAVEMENT. SEE DEMOLITION NOTE 10 SHEET 2. REMOVE (E) BUILDING STRUCTURE, RELOCATABLE, AND/OR RAMP, INCLUDING FOUNDATIONS. SEE DEMOLITION NOTE 2 SHEET 2. 1<<0>>1 REMOVE (E) LANDSCAPING. SEE LANDSCAPE AND IRRIGATION PLANS FOR IMPROVEMENTS. I II II I '1, ® gl-------,-----~~-----,-...!'.:±,-------------:il? I 0 I REMOVE (E) PLAYGROUND SURFACING MEDIA. AREA OF AC GRIND AND OVERLAY. SEE GRADING AND PAVING PLANS. REMOVE (E) TREE. SEE DEMOLITION NOTE 5 SHEET 2. (E) TREE TO REMAIN AND BE PROTECTED. SEE DEMOLITION NOTE 5SHEET 2. SAWCUT (E) PAVEMENT AS NEEDED. SEE DEMOLITION NOTES 6 AND 10 SHEET 2. APPROXIMATE LIMIT OF WORK. + I T T I :1 / = I I I I I II I I I II I I I/· REMOVE (E) UTILITY. SEE DEMOLITION NOTES 2, 4, 8, AND 9 SHEET 2. I/ : = I 'I + _ ~ 3o. 1 __ 4 + )( . I +: r / _j ~ I ,.--7 ..::;,.. ++ I -+++++--++++ _,,v-v-l + + + + + + REMOVE (E) WALL. ++++++ 1++ +++1 ~ I I 11 07 rnNo r 30~o 13 + 3 r-29.76 )( --s Hrt---=--Jir-------IRR - - 30_ 2 7 -----..__ )( 11 I l,-----.....:::=!____L__-----'----1 ii i ~.t:==;;=======~ I .. / 3 )( 29,6g 7(-- -- 9.a8 )( ----s s \ \ \ ~ __ · _ __ S == SD --'-'1-W---W -=i L co~ --=-L co \ \ I" / / / ". + ~4t=--=--=---L.__-=-----l""7"".E,-, =--=--==i!IB)(:zg::-'_ E DEMOLITION KEYNOTES B KEY DESCRIPTION NOTE @] ~ REMOVE 1027 LF (E) STORM DRAIN PIPE AND APPURTENANCES. SEE STORM DRAIN PLAN FOR IMPROVEMENTS. ~ ~ REMOVE 276 LF (E) WATER/FIRE WATER PIPE AND APPURTENANCES. SEE UTILITY PLAN FOR IMPROVEMENTS. ~ ~ REMOVE (E) GUARDRAIL. ~ REMOVE (E) RETAINING/FREE STANDING WALL AND FOOTINGS. KEY NOTE ~ REMOVE (E) SIGN AND FOOTING. @) ~ REMOVE (E) CURB. ® ~ REMOVE (E) CURB AND GUTTER. @ ~ REMOVE (E) STRIPING. ® ~ REMOVE EXISTING CONCRETE VAULT AND BACKFILL HOLE PER GEOTECHNICAL @ REPORT RECOMMENDATIONS. G REMOVE (E) FENCE/GATE AND FOOTINGS. SEE LANDSCAPE PLANS FOR @ IMPROVEMENTS. @] REMOVE (E) PLAYGROUND EQUIPMENT/STRUCTURE AND ASSOCIATED FOOTINGS. ® ~ RELOCATE (E) STORAGE CONTAINER TO LOCATION INDICATED ON LANDSCAPE PLAN. CONTRACTOR TO SALVAGE CONTENTS AND COORDINATE TEMPORARY STORAGE WITH DISTRICT. REMOVE (E) STORAGE CONTAINER. CONTRACTOR TO COORDINATE DISPOSITION OF CONTENTS WITH DISTRICT. REMOVE (E) TRUNCATED DOMES. REMOVE AND SALVAGE (E) WHEELSTOP. REINSTALL PER GRADING/PAVING PLAN. PROTECTION KEYNOTES DESCRIPTION PROTECT (E) BUILDING, FOUNDATION AND OTHER STRUCTURAL FEATURES AND BUILDING UTILITIES. PROTECT (E) CONCRETE PAVEMENT/SIDEWALK. PROTECT (E) AC PAVEMENT. PROTECT (E) STORM DRAIN FACILITIES. PROTECT (E) SANITARY SEWER FACILITIES. PROTECT (E) WATER/FIRE WATER SERVICE FACILITIES. PROTECT (E) IRRIGATION FACILITIES. -53-- + + + + 26 -8. ------------ --24 @ PROTECT (E) CURB. @ PROTECT (E) CURB AND GUTTER. @ PROTECT (E) WALL/RETAINING WALL. @ PROTECT (E) MONUMENT AND/OR SIGN AND POST. @ PROTECT (E) FENCE. @ PROTECT (E) ELECTRICALJ TELECOMMUNICATIONS FACILITIES. @ PROTECT (E) GAS FACILITIES. @ CUT AND CAP (E) UTILITY. @ PROTECT (E) PLAYGROUND EQUIPMENT/STRUCTURE. @ PROTECT (E) CONCRETE BROW DITCH. @ PROTECT (E) ACCESSIBLE RAMP AND TRUNCATED DOMES. A I [LIMBING PLAN 9 LITION/RELOC T 8)(00 (E) GAS I 21_70 )( \ --- EASEMENTS: I I ~ + + ' ,--.:i:' + + ' ' ' + + ' ' --,.. +,~+~, + + ' ' ' + + ' ' + + + REFERENCE IS MADE TO PARCEL OF LAND OF TITLE REPORT NO. DIV-5972383(7) PREPARED BY FIRST AMERICAN TITLE COMPANY, DATED JUNE 27, 2019. @AN EASEMENT FOR UTILITIES AND INCIDENTAL PURPOSES, RECORDED DECEMBER 8, 1969 AS INSTRUMENT NO. 222735 OF OFFICIAL RECORDS. IN FAVOR OF: THE PACIFIC TELEPHONE AND TELEGRAPH COMPANY AFFECTS: AS DESCRIBED THEREIN Q AN EASEMENT FOR UTILITIES AND INCIDENTAL PURPOSES, RECORDED JANUARY 19, 1970 AS INSTRUMENT NO. 9642 OF OFFICIAL RECORDS. IN FAVOR OF: SAN DIEGO GAS & ELECTRIC COMPANY AFFECTS: AS DESCRIBED THEREIN G) AN EASEMENT FOR UTILITIES AND INCIDENTAL PURPOSES, RECORDED OCTOBER 1, 1974 AS INSTRUMENT NO. 263986 OF OFFICIAL RECORDS. IN FAVOR OF: SAN DIEGO GAS & ELECTRIC COMPANY AFFECTS: AS DESCRIBED THEREIN Q AN EASEMENT FOR ELECTRIC COMPANY ELECTRICITY TRANSMISION EASEMENT AND INCIDENTAL PURPOSES, RECORDED AS BOOK 4830 PAGE 216 OF OFFICIAL RECORDS. IN FAVOR OF: SAN DIEGO GAS & ELECTRIC COMPANY AFFECTS; AS DESCRIBED THEREIN. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION -r 25_78 )( DATE ~ \ N "' \ \ INITIAL OTHER APPROVAL .,,> \ \ 25.23 ( I )I I 3. 7 )( I ... N I ~5 uf 2. )( . • • • • / ! /' / 3.21 11 )( . • • I I 1/ . ! J?2.a3 I I >< I I I I I • ! / • ! 1 7-?.. 1. 76 · I I )( I 11 ! 11 AS BUILT" RCE EXP. REVIE',,/ED BY, INSPECTOR I SHEET I CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLANS FOR: GR2020-0030 DEMOLITION PLAN I APPROVED: JASON s. / 3. 7 )( 2. 1 )( • ! • • • ! I 1. ~ )( ! • I • • • DATE DATE I SHEETS I GELDERT DATE OWN BY: SIi PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: PD2020-0046 CITY APPROVAL RVWD BY: DocuSign Envelope ID: C8F3D3EA-CBB5-4AE4-B112-C986ED4C746E 6/11/2021 KELLY ELEMENTARY SCHOOL MODERNIZATION 18 1" = 20' 20100 40 01 MATCH LINE - SEE SHEET 6 GRADING PLAN 5 GRADING ENLARGEMENT 1" = 10'02 1050 20 527-6A 05/11/2021 JST DER ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/22 I f I I SYMBOL PA 34, 11 x / I I I 33,75 x LEGEND DESCRIPTION PLANTING AREA 3 31.60FS 3.26 x I I SEE LANDSCAPE PLAN DETAILS FOR GRADES ADJACENT TO HARDSCAPE. APPROXIMATE LIMIT OF WORK. KEY NOTE 31.04 TC/FS BMP-4 TREE WELL T-1 08 CHINESE ELM, 40' 0 CANOPY 21' 0 PAVEMENT OPENING 30.84FS 30.15FS ----GB---/ 1.8% 31.27 TC/FS ,------:=:,,10"'' CMU FREESTANDING PulYGROUND WALL i--------;-,-;,::1.8'<J<--------,--------, 8 31.8FG ____ ,,, I 31.86 JC 31.36FS\ IJOIN EX. Tq I J I I ~~t REN ~H DRAIN SEE f TORM DRAIN PLAN 11 0 0 ' I □ 28.98 FS 28.98FS \.,,~;;,-......____// . -~ /::i ' "" ' . 28.98 FS ! 31.30 x 28.98 FS BLOGG (MULTIPURPOSE ROOM) 29.00 FFE 28.98 FS _l GRADING CONSTRUCTION NOTES DESCRIPTION JOIN EXISTING CURB AND/OR GUTTER AND MATCH GRADE. CONSTRUCT MODIFIED CURB AND GUTTER PER SAN DIEGO REGIONAL STANDARD DRAWING G-02; GUTTER WIDTH TO MATCH EXISTING, UNLESS NOTED OTHERWISE. CONSTRUCT ROLLED CURB AND GUTTER TYPE B PER SAN DIEGO REGIONAL STANDARD DRAWINGS G-4AAND G-4B; TRANSITION GUTTER WIDTH TO MATCH ADJACENT CURB & GUTTER. JOIN EXISTING SIDEWALK AND MATCH EXISTING GRADE. ADJUST EXISTING UTILITY RIM AND RISER TO FINISHED GRADE. CONSTRUCT CONCRETE VERTICAL CURB PER DETAIL 03 SHEET 13 AND ELEVATIONS PER PLAN. CONSTRUCT CONCRETE RETAINING CURB PER DETAIL 13 SHEET 13 AND ELEVATIONS PER PLAN. CONSTRUCT TREE WELL PER DETAIL 09 SHEET 14. 27.08FS 27.57FS ® I I I ' ' ' ' ' ------; 26.78 TC (26.32)FL C:IIN·EJ<.,- 26.36 LIP 26.43LIP JOIN EX. 27.00TC N 26.92FL ff) 27.49TC - _2I.0.3fl.____________ p - PA 30.80 x (E) ELE,CTRICAL Fl\,CILITIES 36.28 27.61Tf 28.86F 28.9FG ) PA a 30, 76 x I 0 S:90~ C/GB 28.91FS _ 29.67 x / / ----...._______ I ,:;o I / 29.68 x ----- 29. 17 x 30.15 x / _...../ --- 25.25 N OJ I 5. r x 2?, 7 7 ~r""Cl\'£11,1 ~ / I.J..1 ,' -r-l l-----1 I m_ "d 1'11 • I ~o ::_:qq " CJ) --, :to! 'l z 8\!2 . m m G'J ► o ~ ~ men z ., --< 4.7 Ill > -0::: C ~ 6,76 x 26 6 4,78 x ® 27® • 7 7 x 26.87 x - 26,33 x 25 7g 24 75 x -~,------, 2 27.57FL BEG TRANSITIO ~ BMP-6 TREE WELLrT-3 0 CREPE-MYRTLE, 20'10 ~ANOPY , 1 il::::::±-\-:~P'.:'.:A:.,.-f--f-::1.":'t::~ i 14'0PAVEMENTOPE IIN_G~\~ 4 . x \ I ii I \ 24 26 N © 24 Jo , - I I 11 AS BUILT" RCE __ _ EXP, ___ _ DATE REVIE',,/ED BY, INSPECTOR DATE l----+---+-------------+--+---;-------t-------1 I SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT ;::G:::::R::A::;DI::;N;:'.,G,.::::;PL::A:::::N:::::S:::::::::FO:;R:::·========:::::..:==::::::; GR2020-0030 GRADING PLAN 1-----1---+----------------t----+--+-----1i----; 1-A-PP_R_o_v_ED_: __________ JA_s_o_N s. GELDERT . DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: SA PROJECT NO. DRAWING NO. CHKD BY:___ PD2020-0046 RVWD BY: DocuSign Envelope ID: C8F3D3EA-CBB5-4AE4-B112-C986ED4C746E 6/11/2021 KELLY ELEMENTARY SCHOOL MODERNIZATION 186 MATCH LINE - SEE SHEET 5 1" = 20' 20100 40 01GRADING PLAN 1" = 10'13 1050 20 VEHICLE PULL-UP &DROPOFF ENLARGEMENT 527-6A 1" = 10'02 1050 20 STORM DRAIN SYSTEM SECTION 1" = 10'03 1050 20 STORM DRAIN SYSTEM SECTION 05/11/2021 JSTDER ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/22 .. "/:~:~ ; I I I I I 28.85TI!: I I / 28.35F~ 28.27TC ( e-N 28.-42-FS-:.l?Ai:-, 1~,.5% ~5j% Y·l=i221:1i::t:ic✓/c==== ... 1====1 ==\=;,id !~t /, :2807FS V V 28.Q Fs I 12a.011Fs 7 FIELD VERIFY 28.goTC / ~-""-21.;T~ 7-;;::::1 -,2s-.o-31-Fs-~ 27.99FL I FIELD VERIFY 28.40FS ,_ 28.07FS I 28.99TC 28.49FS 28.55FS '-9.00' 2% MAX ANY ~j 1+-------,:-IV DIRECTION ol 1 ¼ ,,-,: ~ ,~ 28.26FS i ~ 28.39FS I I V I/ 28.1 BTI I 128.27\FS "' V >f ~ 28.18FL 1/ FIELDVERIFY 29.02TC I ~-/ K_ (2B.1 BlFS '28·52)FS.:J' "' 4fj--• II FIELD.VERIFY 28.58 FS _-l ..; ~ 28.31FS MATCH EX. SYMBOL 128.11±\FS MATCH EX. I LEGEND DESCRIPTION PLANTING AREA I I I : / : j I Ii 11 I I I I I I I I ' [ I I PA SEE LANDSCAPE PLAN DETAILS FOR GRADES ADJACENT TO HARDSCAPE. - - - -APPROXIMATELIMITOFWORK. GRADING CONSTRUCTION NOTES X 3 - 3 2 2 -el:(ue.O:SED -----KQO GRA□i;--MODULAR - .. l:TtANDs-\- 0 '" :j ---. · NIT-B- -------=-:::..:.-.--__ ··-----::,~)... _-I.Ju, _LI _ ------=26.36.RIM-... -. ~ --~·•· ;;:.a . . ~ (' . ~~ -r.~t 1·2·,.-sD_erei=· ~ ; ·~ .!. ' :, ~ .3:10·INV. --' ' ==rs• SD.En,c· .-1s:58·IN,. ~.s:1 :l!l:ao E):EiJ\IC- . -_tiC.0-SJBQMBRIXX:SD , / t 5-DHENTll:JN·SYS·TE,., ' ~ - "' -' --------' . -I ~T0P·0F·R0GK-=-23cO: -T ~VJJ.UM_v u ,v.vo.. _]./.. ' 1g--tooc.-. -3.U:MQD.U_[ES=SJA'CKED=3JlIG" ' ·IMPEARMEAB~E-GE0MEMBRAN: -INER.AROUND.ENl lRE.EERIMElE~ --------. . --. Ef P /L . . ' ,: . . ------ I 24.05 )( ! 11 AS BUILT" ' / N © KEY NOTE DESCRIPTION ---------------------------------------------------------------,of'TAN1...------------------RCE __ _ EXP. ___ _ DATE @ JOIN EXISTING CURB AND/OR GUTTER AND MATCH GRADE. CONSTRUCT MODIFIED CURB AND GUTTER PER SAN DIEGO REGIONAL STANDARD DRAWING G-02; GUTTER WIDTH TO MATCH EXISTING, UNLESS NOTED OTHERWISE. CONSTRUCT ROLLED CURB AND GlITTER TYPE B PER SAN DIEGO REGIONAL STANDARD DRAWINGS G-4AAND G-48; TRANSITION GUTTER WIDTH TO MATCH ADJACENT CURB & GUTTER. @ JOIN EXISTING SIDEWALK AND MATCH EXISTING GRADE. @ ADJUST EXISTING UTILITY RIM AND RISER TO FINISHED GRADE. CONSTRUCT CONCRETE VERTICAL CURB PER DETAIL 03 SHEET 13 AND ELEVATIONS PER PLAN. CONSTRUCT CONCRETE RETAINING CURB PER DETAIL 13 SHEET 13 AND ELEVATIONS PER PLAN. @ CONSTRUCT TREE WELL PER DETAIL 09 SHEET 14. :(Eff!l• (E) FCNC, ,2:72 6:00 ' -' ' , PRePeSE0-;o;co-SIROMBRl)OCSD ' ----------------. , GRAD" , . ' , I t5·DETENTl()N·SYSTEM ' = --b -"' , :i:oEO~ ."-: (E)_CQNCREI E -' -,-ROCK 23.00 ~ITC;; ---- ' ' -\-=BOTTOM OF , ~-=-~ ::0GK -17.50 S"·SD·PIPE -e-=-~-3H-M0DU~ES---IMPEARMEABtFGEOMEMBRAN~ 1· '8,SS-INV. -.00_' -ST.I\CKED.3.HIGH--l:INER-AR0UND·ENf lRE·PERIMEfER- ---------------------------u,F-TANK------- REVIEVED BY, INSPECTOR DATE l---+----+-----------+---+----+l----+----11 SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT ;::G::::R=A:::D:::IN=G'.,.::P::L=A=N::::S::::::F=O R::::_=========:::::'...:::::==::: GR2020-0030 GRADING PLAN 1----+------l-----------------+---+------II-------I---I I-A-PP_R_o_v_E_o_: __________ J_A_s_o_N s. GELDERT . DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: SA PROJECT NO. DRAWING NO. CHKD BY:___ PD2020-0046 RVWD BY: DocuSign Envelope ID: C8F3D3EA-CBB5-4AE4-B112-C986ED4C746E 6/11/2021 KELLY ELEMENTARY SCHOOL MODERNIZATION 18 MATCH LINE - SEE SHEET 8 1" = 20' 20100 40 01STORM DRAIN PLAN 7 527-6A 05/11/2021 JST DER ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/22 KEY NOTE @ @) @ WI @) @ @ @ @ @ / '\ %, ~ \ / \ .. ~ ~ i5'\ ) ~ 1999182 4002 62,35 ,47 1, 17 56,57 r-------- (. I . • I . I , : / : . • I . , . • I ·. 1 • • I ... • I . . ' . • • _J .... • • 1 . . . . . . • -·-· -· -· --"-• ✓"'"'"'"'"' ................... ... 1 ............................................. ... • I .. • - I . : I : . • I . . • I --29.54 34---- INV ----- Cf X:_ BMP-4, TREE WELL T-1 FW--- "✓ oP D \. v ,/ I - I / , I I I I . . • ~-~ I ------~ I I .. r I I A -- STORM DRAIN CONSTRUCTION NOTES DESCRIPTION ROOF DRAIN POINT OF CONNECTION. SUPPLY AND INSTALL ROOF DRAIN LATERAL STUBBED 5 FT. FROM FACE OF BUILDING WITH A SLOPE 0.020 MIN. PLUG AND MARK END. COORDINATE EXACT LOCATION WITH PLUMBING PLANS. CAN WASH DRAIN POINT OF CONNECTION. SUPPLY AND INSTALL DRAIN LATERAL STUBBED 5 FT. FROM FACE OF BUILDING WITH A SLOPE 0.020 MIN. PLUG AND MARK END. COORDINATE EXACT LOCATION WITH PLUMBING PLANS. MANHOLE, SEE KEYNOTE 28. FLOW DIVERSION MANHOLE, SEE KEYNOTES 23, 29, 37, & 38. SUPPLY AND INSTALL PVC SDR 35 STORM DRAIN PIPE (SIZE PER PLAN). TRENCHING AND BACKFILL PER GEOTECHNICAL RECOMMENDATIONS AND MODIFIED SAN DIEGO REGIONAL STANDARD DRAWING DETAIL D-60 WITH 6" MINIMUM CLEARANCE. SUPPLY AND INSTALL HOPE STORM DRAIN PIPE (SIZE PER PLAN). TRENCHING AND BACKFILL PER GEOTECHNICAL RECOMMENDATIONSANDMODIFIED SAN DIEGO REGIONAL STANDARD DRAWING DETAIL D-60 WITH 6" MINIMUM CLEARANCE. SUPPLY AND INSTALL 12" AGO KLASSIKDRAIN K300 WITH IRON LONGITUDINAL GRATE PER DETAIL 01 SHEET 15. SUPPLY AND INSTALL FLOW DIVERSION MANHOLE PER DETAIL 05 ON SHEET 14. SUPPLY AND INSTALL STORM DRAIN CLEAN OUT PER SAN DIEGO REGIONAL STANDARD DRAWINGS SC-01. SUPPLY AND INSTALL DRAIN INLET PER DETAIL 01 ON SHEET 14. D 0 D D D -D 0 / """' ~ '6)8 A° ( ) °F '--.../ '-\ ® ® @ @ ® ® ® @ ® ® @ ® @ _l SUPPLY AND INSTALL MODULAR WETLANDS MWS-L-8-20-3'·10"·V (UNIT A) PER DETAIL 01 ON SHEET 16. SUPPLY AND INSTALL MODULAR WETLANDS MWS-L-8-12-4'-9"-V (UNIT B) PER DETAIL 06 ON SHEET 16. CONSTRUCT MANHOLE PER SAN DIEGO REGIONAL STANDARD DRAWINGS D-10. SUPPLY AND INSTALL FLOW DIVERSION MANHOLE PER DETAIL 05 ON SHEET 16. SUPPLY AND INSTALL 4" RISER WITH NDS 9"X9" LOW PROFILE HOUSING ADAPTER AND A 9"X9' ATRIUM GRATE (BLACK) OR EQUIVALENT. SEE DETAIL 03 SHEET 14. SUPPLY AND INSTALL 12'X12" PRECAST CONCRETE DRAIN INLET WITH TRAFFIC RATED GRATE. SEE DETAIL 02 SHEET 14. SUPPLY AND INSTALL 18'X18" PRECAST CONCRETE DRAIN INLET WITH TRAFFIC RATED GRATE. SEE DETAIL 02 SHEET 14. CONNECT TO EXISTING STORM DRAIN. CONTRACTOR TO VERIFY ELEVATION OF EXISTING PIPE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. CONNECT DISSIMILAR PIPE TYPES WITH MARMAC COUPLING OR APPROVED EQUAL. SUPPLY AND INSTALL 4" PVC PERFORATED PIPE WRAPPED IN FILTER FABRIC Willi MINIMUM 1% SLOPE FOR PLAY AREA SUBDRAIN. REFER TO LANDSCAPE SHEETS. SUPPLY AND INSTALL AGO STORMBRIXX SD 1.5 DETENTION SYSTEM PER DETAIL 01 ON SHEET 17. CONNECT TO EXISTING MANHOLE PER CITY OF SAN DIEGO REGIONAL STANDARD DRAWINGS SM-04. SUPPLY AND INSTALL FLOW DIVERSION MANHOLE PER DETAIL 02 ON SHEET 15. SUPPLY AND INSTALL FLOW DIVERSION MANHOLE PER DETAIL 03 ON SHEET 15. I IN. 0 NOTES: I I i ---l -• • • - X -- I J ) ) rf' @ ---------------... + + + ... ... + + + + + ... ... ... .., .., + + .., .., .., .., .., • • • w w • • • r ... ... ... ... ... ... ... ... ... ... + ... ... ... ... ... ... ... + ... + + ... ... ... ... ... ... ... ... ... ... I 27.47 INV ... ... ... ... ... ... ... + ... ... ... ... + ... ... ... ... ... ... ... ... ... + ... ... ... ... ... ... ... 27.1 IN 8 ~"R IN(§ 27.18 INV O> .., z ,-..- z ~ Cl u. > oz Oo "' q . .... =N ~~ :,+----1----------2:zl -~,__---+----< NN --....,: .....: 4"R FDRAIN RD 27.00INV BLOGG (MPR) l I I l • RD 3" ROOF DRAIN 27.00INV RD 3" ROOF DRAIN 27.00 INV X 0 ct I ~t 26. X / I 128.73 RIM· 27.32 26.39 INV 8" IN N 26.39 INV 6" OUT S 125.32 INV 12" OUT 1. UTILITIES TO CROSS OVER OR UNDER OTHER UTILITIES TO MAINTAIN 12" MINIMUM CLEARANCE AT UTILITY CROSSINGS, UNLESS NOTED OTHERWISE. POST CONSTRUCTION BMP TABLE 2. CONTRACTOR SHALL VERIFY SIZE AND LOCATION (HORIZONTAL AND VERTICAL) OF EXISTING CROSSING AND JOINING UTILITIES PRIOR TO CONSTRUCTION AND IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICT. 3. CONTRACTOR SHALL CONSTRUCT GRAVITY UTILITIES (SEWER AND STORM DRAIN) BEFORE OTHER UTILITIES. CONSTRUCTION OF THESE GRAVITY UTILITIES TO START FROM THE DOWNSTREAM ENDS. 4. EXISTING UTILITIES ARE COMPILED BASED ON PREVIOUS BASE FILES, FIELD SURVEY AND FIELD VERIFICATION. POTHOLING IS RECOMMENDED TO VERIFY ANY AND ALL UTILITIES KNOWN OR UNKNOWN WHICH MAY BE IN CONFLICT WITH PROPOSED CONSTRUCTION. BMP 2 3 4 5 6 TYPE TC-32 BIOFILTRATION TC-32 BIOFILTRATION MP-50 WET VAULT TREE WELL T-1 TREE WELL T-2 TREE WELL T-3 SIZE OWNERSHIP B' X 20' X 3'-10' CARLSBAD UNIFIED SCHOOL DISTRICT 8' X 12' X 4'-9' CARLSBAD UNIFIED SCHOOL DISTRICT 12,748 CF CARLSBAD UNIFIED SCHOOL DISTRICT PER PLAN CARLSBAD UNIFIED SCHOOL DISTRICT PER PLAN CARLSBAD UNIFIED SCHOOL DISTRICT PER PLAN CARLSBAD UNIFIED SCHOOL DISTRICT X X ------ ----I ~ I / \ \ , __ \ X ·- ~ I\ \ \ J ) I X < C w > -0::: C >-...J ...J w ~ \ ::0 ::;: r- ::0 ::;: ::0 ::;: I I I I ::0 ::;: (/) - 11 AS BUILT" RCE___ EXP, ___ _ REVIE',,/ED BY, INSPECTOR N (f) DATE DATE 5. PRIOR TO THE REMOVAL OF ANY WET OR DRY UTILITY LINES, THE CONTRACTOR SHALL CONFIRM WITH OWNER REPRESENTATIVE WHETHER THESE UTILITY LINES ARE STILL ACTIVE OR NOT. IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICT. • APPROXIMATE TOP AND BOTTOM ELEVATIONS OF EXISTING UTILITY PIPE CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION l----+---+-------------+--+---;-------t-------1 I SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT ;::G:::::R::::A:::::D:::::IN::::G;,::P:;:L=A::::N:::::S::::::::F::::O:::::R:=· =========:::..::==::::::; 6. CONTRACTOR TO ADJUST TO FINISHED GRADE ALL EXISTING UTILITY BOXES, STORM DRAIN CLEANOUT COVERS, PULL BOXES AND VALVE COVERS NOT SPECIFICALLY SHOWN WITHIN THE LIMITS OF WORK. 7. SAWCUT, REMOVE AND REPLACE EXISTING CURB AS REQUIRED FOR TRENCHING. MATCH EXISTING CURB. 8. ALL PRECAST DRAIN INLETS TO HAVE AN APPROVED "NO DUMPING DRAINS TO OCEAN" 3" X 5j• ROUNDED CORNER RECTANGLES STYLE #NDO OR 4" DIAMETER ROUND STYLE #SDO ABRASION AND UV RESISTANT DURACAST STYLE MARKER BY DAS MANUFACTURING OR EQUIVALENT APPLIED TO THE CONCRETE COLLAR AROUND DRAIN INLET USING RAPID SET URETHANE ADHESIVE OR QUICKSTIK EPOXY PUTTY ADHESIVE PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. http://www.dasmanufactunng.com/proclucl_jjuide.html DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL GR2O2O-OO3O STORM DRAIN PLAN I APPROVED: JASON s. GELDERT DATE OWN BY: SIi PROJECT NO. DRAWING NO. CHKD BY: PD2O2O-OO46 RVWD BY: DocuSign Envelope ID: C8F3D3EA-CBB5-4AE4-B112-C986ED4C746E 6/11/2021 KELLY ELEMENTARY SCHOOL MODERNIZATION 188 MATCH LINE - SEE SHEET 7 1" = 20' 20100 40 01STORM DRAIN PLAN 527-6A 05/11/2021 JSTDER ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/22 I 7 I I ( I KEY NOTE @ m • • • • I, • • • STORM DRAIN CONSTRUCTION NOTES DESCRIPTION ROOF DRAIN POINT OF CONNECTION. SUPPLY AND INSTALL ROOF DRAIN LATERAL STUBBED 5 FT. FROM FACE OF BUILDING WITH A SLOPE 0.020 MIN. PLUG AND MARK END. COORDINATE EXACT LOCATION WITH PLUMBING PLANS. CAN WASH DRAIN POINT OF CONNECTION. SUPPLY AND INSTALL DRAIN LATERAL STUBBED 5 FT. FROM FACE OF BUILDING WITH A SLOPE 0.020 MIN. PLUG AND MARK END. COORDINATE EXACT LOCATION WITH PLUMBING PLANS. MANHOLE, SEE KEYNOTE 28. FLOW DIVERSION MANHOLE, SEE KEYNOTES 23, 29, 37, & 38. SUPPLY AND INSTALL PVC SDR 35 STORM DRAIN PIPE (SIZE PER PLAN). TRENCHING AND BACKFILL PER GEOTECHNICAL RECOMMENDATIONS AND MODIFIED SAN DIEGO REGIONAL STANDARD DRAWING DETAIL D-60 WITH 6" MINIMUM CLEARANCE. SUPPLY AND INSTALL HOPE STORM DRAIN PIPE (SIZE PER PLAN). TRENCHING AND BACKFILL PER GEOTECHNICAL RECOMMENDATIONSANDMODIFIED SAN DIEGO REGIONAL STANDARD DRAWING DETAIL D-60 WITH 6" MINIMUM CLEARANCE. SUPPLY AND INSTALL 12" AGO KLASSIKDRAIN K300 WITH IRON LONGITUDINAL GRATE PER DETAIL 01 SHEET 15. SUPPLY AND INSTALL FLOW DIVERSION MANHOLE PER DETAIL 05 ON SHEET 14. SUPPLY AND INSTALL STORM DRAIN CLEAN OUT PER SAN DIEGO REGIONAL STANDARD DRAWINGS SC-01. SUPPLY AND INSTALL DRAIN INLET PER DETAIL 01 ON SHEET 14. SUPPLY AND INSTALL MODULAR WETLANDS MWS-L-8-20-3'-10"-V (UNIT A) PER DETAIL 01 ON SHEET 16. SUPPLY AND INSTALL MODULAR WETLANDS MWS-L-8-12-4'-9"-V (UNIT B) PER DETAIL 06 ON SHEET 16. CONSTRUCT MANHOLE PER SAN DIEGO REGIONAL STANDARD DRAWINGS D-10. SUPPLY AND INSTALL FLOW DIVERSION MANHOLE PER DETAIL 05 ON SHEET 16. SUPPLY AND INSTALL 4" RISER WITH NDS 9"X9' LOW PROFILE HOUSING ADAPTER AND A 9"X9" ATRIUM GRATE (BLACK) OR EQUIVALENT. SEE DETAIL 03 SHEET 14. SUPPLY AND INSTALL 12"X12" PRECAST CONCRETE DRAIN INLET WITH TRAFFIC RATED GRATE. SEE DETAIL 02 SHEET 14. SUPPLY AND INSTALL 18"X18" PRECAST CONCRETE DRAIN INLET WITH TRAFFIC RATED GRATE. SEE DETAIL 02 SHEET 14. CONNECT TO EXISTING STORM DRAIN. CONTRACTOR TO VERIFY ELEVATION OF EXISTING PIPE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. CONNECT DISSIMILAR PIPE TYPES WITH MARMAC COUPLING OR APPROVED EQUAL. SUPPLY AND INSTALL 4" PVC PERFORATED PIPE WRAPPED IN FILTER FABRIC WITH MINIMUM 1% SLOPE FOR PLAY AREA SUBDRAIN. REFER TO LANDSCAPE SHEETS. SUPPLY AND INSTALL AGO STORMBRIXX SD 1.5 DETENTION SYSTEM PER DETAIL 01 ON SHEET 17. CONNECT TO EXISTING MANHOLE PER CITY OF SAN DIEGO REGIONAL STANDARD DRAWINGS SM-04. SUPPLY AND INSTALL FLOW DIVERSION MANHOLE PER DETAIL 02 ON SHEET 15. SUPPLY AND INSTALL FLOW DIVERSION MANHOLE PER DETAIL 03 ON SHEET 15. NOTES: 11 @i / I ! ! I ! I I I / ! I I I / / I \ I I I I !. ' ► ► 't, I / I ) r I ~ 0 I rn 11. I •.I rrr: ~ .11 urrtj -tm------Dlr \, I/ 0 TLET !) (E :' CONC ITC ' i' I 1. UTILITIES TO CROSS OVER OR UNDER OTHER UTILITIES TO MAINTAIN 12" MINIMUM CLEARANCE AT UTILITY CROSSINGS, UNLESS NOTED OTHERWISE. POST CONSTRUCTION BMP TABLE 2. CONTRACTOR SHALL VERIFY SIZE AND LOCATION (HORIZONTAL AND VERTICAL) OF EXISTING CROSSING AND JOINING UTILITIES PRIOR TO CONSTRUCTION AND IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICT. 3. CONTRACTOR SHALL CONSTRUCT GRAVITY UTILITIES (SEWER AND STORM DRAIN) BEFORE OTHER UTILITIES. CONSTRUCTION OF THESE GRAVITY UTILITIES TO START FROM THE DOWNSTREAM ENDS. 4. EXISTING UTILITIES ARE COMPILED BASED ON PREVIOUS BASE FILES, FIELD SURVEY AND FIELD VERIFICATION. POTHOLING IS RECOMMENDED TO VERIFY ANY AND ALL UTILITIES KNOWN OR UNKNOWN WHICH MAY BE IN CONFLICT WITH PROPOSED CONSTRUCTION. 5. PRIOR TO THE REMOVAL OF ANY WET OR DRY UTILITY LINES, THE CONTRACTOR SHALL CONFIRM WITH OWNER REPRESENTATIVE WHETHER THESE UTILITY LINES ARE STILL ACTIVE OR NOT. IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICT. 6. CONTRACTOR TO ADJUST TO FINISHED GRADE ALL EXISTING UTILITY BOXES, STORM DRAIN CLEANOUT COVERS, PULL BOXES AND VALVE COVERS NOT SPECIFICALLY SHOWN WITHIN THE LIMITS OF WORK. 7. SAWCUT, REMOVE AND REPLACE EXISTING CURB AS REQUIRED FOR TRENCHING. MATCH EXISTING CURB. BMP TYPE TC-32 BIOFILTRATION 2 TC-32 BIOFILTRATION 3 MP-50 WET VAULT 4 TREE WELL T-1 5 TREE WELL T-2 6 TREE WELL T-3 "APPROXIMATE TOP AND BOTTOM ELEVATIONS OF EXISTING UTILITY PIPE CONTIRACTOR TO VERIFY PRIOR TO CONSTRUCTION 8. ALL PRECAST DRAIN INLETS TO HAVE AN APPROVED "NO DUMPING DRAINS TO OCEAN" 3" X 5j• ROUNDED CORNER RECTANGLES STYLE #NDO OR 4" DIAMETER ROUND STYLE #SDO ABRASION AND UV RESISTANT DURACAST STYLE MARKER BY DAS MANUFACTURING OR EQUIVALENT APPLIED TO THE CONCRETE COLLAR AROUND DRAIN INLET USING RAPID SET URETHANE ADHESIVE OR QUICKSTIK EPOXY PUTTY ADHESIVE PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. http://www.dasmanufactunng.com/proclucl,jjuide.html SIZE OWNERSHIP B' X 20' X 3'-10" CARLSBAD UNIFIED SCHOOL DISTRICT B' X 12' X 4'-9" 12,748 CF PER PLAN PER PLAN PER PLAN CARLSBAD UNIFIED SCHOOL DISTRICT CARLSBAD UNIFIED SCHOOL DISTRICT CARLSBAD UNIFIED SCHOOL DISTRICT CARLSBAD UNIFIED SCHOOL DISTRICT CARLSBAD UNIFIED SCHOOL DISTRICT 11 AS BUILT" RCE __ _ EXP. ___ _ DATE REVIEVED BY, INSPECTOR DATE l---+----+-----------+---+-----+l-----+----11 SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT ;::G::::R=A:::D:::IN=G'.,..::::P::L=A=N::::S::::::F=OR::::·=========:::::'...:::::==::: GR2020-0030 STORM DRAIN PLAN l----+----f-----------------+---+-----11------1----1 1-A-PP_R_o_v_E_D_: __________ J_A_s_o_N s. GELDERT . DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: SA PROJECT NO. DRAWING NO. CHKD BY:___ PD2020-0046 RVWD BY: DocuSign Envelope ID: C8F3D3EA-CBB5-4AE4-B112-C986ED4C746E 6/11/2021 KELLY ELEMENTARY SCHOOL MODERNIZATION 18 MATCH LINE - SEE SHEET 10 1" = 20' 20100 40 01UTILITY PLAN 9 527-6A 05/11/2021 JSTDER ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/22 SEWER CONSTRUCTION NOTES: INSTALL SEWER SERVICE LATERAL TO 5' OUTSIDE FACE OF BUILDING. SIZE AS SHOWN. SLOPE= 0.02 (MIN.) PLUG AND MARK END. VERIFY SEWER SERVICE CONNECTION Willi PLUMBING PLANS. ® INSTALL SEWER CLEANOUT PER SAN DIEGO REGIONAL STANDARD DRAWING SC-01. '41\ PLACE PVC SDR 35 (ASTM D 3034). SIZE AS SHOWN. PIPE BEDDING AND TRENCH I..:'.) BACKFILL PER CITY OF CARLSBAD STANDARD DRAWING S-5. INSTALL SEWER SERVICE CONNECTION TO CITY MAIN PER CITY OF CARLSBAD SUPPLEMENTAL STANDARD NO. S-7. TRENCHING AND BACKFILL PER CITY OF CARLSBAD SUPPLEMENTAL STANDARD NO. S-5. ®4 SAWCUT AND REMOVE EXISTING PAVEMENT PER PLAN. REPLACE PAVEMENT IN KIND PER CITY OF CARLSBAD SUPPLEMENTAL STANDARD NO. GS-25. WATER CONSTRUCTION NOTES: INSTALL WATER SERVICE LATERAL TO 5' OUTSIDE FACE-OF-BUILDING. SIZE AS SHOWN. PLUG AND MARK END. VERIFY WATER CONNECTION Willi PLUMBING PLANS. CONSTRUCT 2" WATER SERVICE PER CITY OF CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING NO. W-4. TRENCHING AND BACKFILL PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING NO. W-2. '51' PLACE PVC SCHEDULE 80 WITH 30" MIN. COVER AND 36" MIN COVER WHERE SURFACE \::Y LOADS ARE EXPECTED. fs2\ INSTALL AND TEST 3" ZURN WILKINS MODEL 375 REDUCED PRESSURE PRINCIPLE ~ ASSEMBLY PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD W-21. fs3' CONSTRUCT NEW DOMESTIC WATER VALVE PER CARLSBAD MUNICIPAL WATER \::::.J DISTRICT STANDARD DRAWING W-16. INSTALL VALVE BOX FLUSH WITH GRADE. ® SAWCUT AND REMOVE EXISTING PAVEMENT PER PLAN. REPLACE PAVEMENT IN KIND PER CITY OF CARLSBAD SUPPLEMENTAL STANDARD NO. GS-25 and GS-26. CONNECT TO EXISTING 3" DOMESTIC WATER SERVICE LINE WITH FLANGED COUPLING ~ ADAPTER USING STAINLESS STEEL NUTS, BOLTS, AND WASHERS. CONTRACTOR TO \::V VERIFY SIZE AND LOCATION OF EXISTING WATER LINE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. CONNECT TO EXISTING 12" A.G. WATER SERVICE LINE WITH HOT TAP PER CARLSBAD (.;"\ MUNICIPAL WATER DISTRICT STANDARD DRAWING W-14. CONTRACTOR TO VERIFY SIZE ~ AND LOCATION OF EXISTING WATER LINE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ® INSTALL 2" -3" C-150 STEEL PIPE REDUCER. / r I I I I I I I I I I I 111 0 ,;-"' 0 ! I "' / I "' I I I FIRE WATER CONSTRUCTION NOTES PER SEPARATE PLAN -SHOWN FOR REFERENCE ONLY ® FIRE WATER SERVICE LATERAL. SIZE AS SHOWN. TERMINATE 5'-0" FROM THE BUILDING EXTERIOR WALL. PLUG AND MARK END. FOR CONTINUATION SEE SEPARATE FIRE SPRINKLER SITE PLAN. 'eQ' INSTALL THRUST BLOCKING PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD V:.':) DRAWING W-15. TYPICAL FOR ALL BENDS, TEES AND CROSSES. '60 PLACE PVC C900 DR-14 WITH 30" MIN. COVER IN PLANTED AREAS AND 36" MIN. COVER IN \!:Y HARDSCAPE AREAS. INSTALL AND TEST 6" ZURN WILKINS MODEL 350DA DOUBLE CHECK DETECTOR ASSEMBLY PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING W-22. INTERCONNECT TAMPER SWITCH WITH FIRE ALARM SYSTEM PER NFPA 72 (2013 EDITION). ® INSTALL FDC, PIV (WITH TAMPER SWITCH) AND CHECK VALVE PER DETAIL 11 SHEET 13. 'es\ COORDINATE LOCATION OF ELECTRICAL SERVICE FOR THE ELECTRICAL SUPERVISORY ~ SWITCH TO THE FIRE ALARM CONTROL PANEL WITH ELECTRICAL PLANS. @ INSTALL FIRE EQUIPMENT PROTECTION SIMILAR TO DETAIL 12 SHEET 13. CONNECT TO EXISTING 6" WATER LINE WITH FLANGED COUPLING ADAPTER USING STAINLESS STEEL NUTS, BOLTS, AND WASHERS. CONTRACTOR TO VERIFY SIZE AND LOCATION OF EXISTING WATER LINE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. I I~ - ----------- I I ,------------FW----FW-..--f'<' Ye r-----, / cjo D ,J ' ......---- -'/ "\' ee A° ( )) ,J '- I~ CONSTRUCTION NOTES: 1) UTILITIES TO CROSS OVER OR UNDER OTHER UTILITIES TO MAINTAIN 12" MINIMUM CLEARANCE AT UTILITY CROSSINGS, UNLESS NOTED OlliERWISE. SANITARY SEWER TO CROSS UNDER POTABLE WATER. 2) CONTRACTOR SHALL VERIFY SIZE AND LOCATION (HORIZONTAL AND VERTICAL) OF EXISTING CROSSING AND JOINING UTILITIES PRIOR TO CONSTRUCTION AND IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICT. 3) CONTRACTOR SHALL CONSTRUCT GRAVITY UTILITIES (SEWER AND STORM DRAIN) BEFORE OTHER UTILITIES. CONSTRUCTION OF THESE GRAVITY UTILITIES TO START FROM THE DOWNSTREAM ENDS. 4) EXISTING UTILITIES ARE COMPILED BASED ON PREVIOUS BASE FILES, FIELD SURVEY AND FIELD VERIFICATION. POTHOLING IS RECOMMENDED TO VERIFY ANY AND ALL UTILITIES KNOWN OR UNKNOWN WHICH MAY BE IN CONFLICT WITH PROPOSED CONSTRUCTION. 5) PRIOR TO THE REMOVAL OF ANY WET OR DRY UTILITY LINES, THE CONTRACTOR SHALL CONFIRM WITH OWNER REPRESENTATIVE WHETHER THESE UTILITY LINES ARE STILL ACTIVE OR NOT. IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICT. 6) CONTRACTOR TO ADJUST TO FINISHED GRADE ALL EXISTING UTILITY BOXES, SEWER CLEANOUT COVERS, PULL BOXES AND VALVE COVERS NOT SPECIFICALLY SHOWN WITHIN THE LIMITS OF WORK. 7) SAWCUT, REMOVE AND REPLACE EXISTING CURB AS REQUIRED FOR TRENCHING. MATCH EXISTING CURB. I oP / , ,/ I"- □ 0 □ □ □ □ 0 ~ oP 0 \ _L 'APPROXIMATE TOP AND BOTTOM ELEVATIONS OF EXISTING UTILITY PIPE. CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION. I J 23.99 INV ) 219 6"FW 4"FW ) PVC 233LF 30.76 RIM 22.83 INV BLOGG (MPR) -----------· 311DW □ ) -......------ ~· 0 rf' ® I □ ,. N "' ! J \ \ I--+---\ \ __ \. __ \ ) Ill - X I I X I I I 11 ~ I / '); f;; M (E) §,-~CYCLED X II ATE~ PER CITY I OF C SBAD OW 508-6 1 .fillf,;I~~ ---1-1-t I I 84.00' <-1 1 83'± I 168.13' j s.ooj±I~ I 5.52'± Ii 2.33'± 15.33 NVSS s.56'± 1 1 ¾ 2.45'±1 11 AS BUILT" RCE __ _ EXP, ___ _ DATE REVIE',,/ED BY, INSPECTOR DATE l---+----+-----------+---+-----+l-----+----11 SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT ;::G::::R=A:::D:::IN=G'.,.::P::L=A=N::::S::::::F=OR::::·==========-.:::::==::: GR2020-0030 UTILITY PLAN l----+-----f-----------------+---+-----fl------f----1 1-A-PP_R_o_v_E_o_: __________ J_A_s_o_N s. GELDERT . DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: SA PROJECT NO. DRAWING NO. CHKD BY:___ PD2020-0046 RVWD BY: DocuSign Envelope ID: C8F3D3EA-CBB5-4AE4-B112-C986ED4C746E 6/11/2021 KELLY ELEMENTARY SCHOOL MODERNIZATION 18 MATCH LINE - SEE SHEET 9 1" = 20' 20100 40 01UTILITY PLAN 10 527-6A 05/11/2021 JSTDER ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/22 SEWER CONSTRUCTION NOTES: INSTALL SEWER SERVICE LATERAL TO 5' OUTSIDE FACE OF BUILDING. SIZE AS SHOWN. SLOPE= 0.02 (MIN.) PLUG AND MARK END. VERIFY SEWER SERVICE CONNECTION Willi PLUMBING PLANS. ® INSTALL SEWER CLEANOUT PER SAN DIEGO REGIONAL STANDARD DRAWING SC-01. '41\ PLACE PVC SDR 35 (ASTM D 3034). SIZE AS SHOWN. PIPE BEDDING AND TRENCH I..:'.) BACKFILL PER CITY OF CARLSBAD STANDARD DRAWING S-5. INSTALL SEWER SERVICE CONNECTION TO CITY MAIN PER CITY OF CARLSBAD SUPPLEMENTAL STANDARD NO. S-7. TRENCHING AND BACKFILL PER CITY OF CARLSBAD SUPPLEMENTAL STANDARD NO. S-5. ®4 SAWCUT AND REMOVE EXISTING PAVEMENT PER PLAN. REPLACE PAVEMENT IN KIND PER CITY OF CARLSBAD SUPPLEMENTAL STANDARD NO. GS-25. WATER CONSTRUCTION NOTES: INSTALL WATER SERVICE LATERAL TO 5' OUTSIDE FACE-OF-BUILDING. SIZE AS SHOWN. PLUG AND MARK END. VERIFY WATER CONNECTION Willi PLUMBING PLANS. CONSTRUCT 2" WATER SERVICE PER CITY OF CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING NO. W-4. TRENCHING AND BACKFILL PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING NO. W-2. '51' PLACE PVC SCHEDULE 80 WITH 30" MIN. COVER AND 36" MIN COVER WHERE SURFACE \::Y LOADS ARE EXPECTED. )[ fs2\ INSTALL AND TEST 3" ZURN WILKINS MODEL 375 REDUCED PRESSURE PRINCIPLE _~ __ A_S_SE_M_B_L Y_P_E_R _CA_RL_S_B_A_D _MU_N_IC_IP_A_L _W_AT_E_R_D_IST_R_IC_T_S_TA_N_DA_R_D_W_-2_1_. ____ ~1 I fs3' CONSTRUCT NEW DOMESTIC WATER VALVE PER CARLSBAD MUNICIPAL WATER \::::J DISTRICT STANDARD DRAWING W-16. INSTALL VALVE BOX FLUSH WITH GRADE. I I ® SAWCUT AND REMOVE EXISTING PAVEMENT PER PLAN. REPLACE PAVEMENT IN KIND PER CITY OF CARLSBAD SUPPLEMENTAL STANDARD NO. GS-25 and GS-26. CONNECT TO EXISTING 3" DOMESTIC WATER SERVICE LINE WITH FLANGED COUPLING I ~ ADAPTER USING STAINLESS STEEL NUTS, BOLTS, AND WASHERS. CONTRACTOR TO I \::V VERIFY SIZE AND LOCATION OF EXISTING WATER LINE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. CONNECT TO EXISTING 12" A.G. WATER SERVICE LINE WITH HOT TAP PER CARLSBAD I Q MUNICIPAL WATER DISTRICT STANDARD DRAWING W-14. CONTRACTOR TO VERIFY SIZE I ~ AND LOCATION OF EXISTING WATER LINE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. FIRE WATER CONSTRUCTION NOTES PER SEPARATE PLAN· SHOWN FOR REFERENCE ONLY ® FIRE WATER SERVICE LATERAL. SIZE AS SHOWN. TERMINATE 5'-0" FROM THE BUILDING EXTERIOR WALL. PLUG AND MARK END. FOR CONTINUATION SEE SEPARATE FIRE SPRINKLER SITE PLAN. 'eQ' INSTALL THRUST BLOCKING PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD V:.':) DRAWING W-15. TYPICAL FOR ALL BENDS, TEES AND CROSSES. '60 PLACE PVC C900 DR-14 WITH 30" MIN. COVER IN PLANTED AREAS AND 36" MIN. COVER IN \!:Y HARDSCAPE AREAS. INSTALL AND TEST 6" ZURN WILKINS MODEL 350DA DOUBLE CHECK DETECTOR ASSEMBLY PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING W-22. INTERCONNECT TAMPER SWITCH WITH FIRE ALARM SYSTEM PER NFPA 72 (2013 EDITION). ® INSTALL FDC, PIV (WITH TAMPER SWITCH) AND CHECK VALVE PER DETAIL 11 SHEET 13. 'es\ COORDINATE LOCATION OF ELECTRICAL SERVICE FOR THE ELECTRICAL SUPERVISORY ~ SWITCH TO THE FIRE ALARM CONTROL PANEL WITH ELECTRICAL PLANS. @ INSTALL FIRE EQUIPMENT PROTECTION SIMILAR TO DETAIL 12 SHEET 13. CONNECT TO EXISTING 6" WATER LINE WITH FLANGED COUPLING ADAPTER USING STAINLESS STEEL NUTS, BOLTS, AND WASHERS. CONTRACTOR TO VERIFY SIZE AND LOCATION OF EXISTING WATER LINE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ,., ' I I I -E • __,,-,- CONSTRUCTION NOTES: 1) UTILITIES TO CROSS OVER OR UNDER OTHER UTILITIES TO MAINTAIN 12" MINIMUM CLEARANCE AT UTILITY CROSSINGS, UNLESS NOTED OlliERWISE. SANITARY SEWER TO CROSS UNDER POTABLE WATER. 2) CONTRACTOR SHALL VERIFY SIZE AND LOCATION (HORIZONTAL AND VERTICAL) OF EXISTING CROSSING AND JOINING UTILITIES PRIOR TO CONSTRUCTION AND IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICT. 3) CONTRACTOR SHALL CONSTRUCT GRAVITY UTILITIES (SEWER AND STORM DRAIN) BEFORE OTHER UTILITIES. CONSTRUCTION OF THESE GRAVITY UTILITIES TO START FROM THE DOWNSTREAM ENDS. 4) EXISTING UTILITIES ARE COMPILED BASED ON PREVIOUS BASE FILES, FIELD SURVEY AND FIELD VERIFICATION. POTHOLING IS RECOMMENDED TO VERIFY ANY AND ALL UTILITIES KNOWN OR UNKNOWN WHICH MAY BE IN CONFLICT WITH PROPOSED CONSTRUCTION. 5) PRIOR TO THE REMOVAL OF ANY WET OR DRY UTILITY LINES, THE CONTRACTOR SHALL CONFIRM WITH OWNER REPRESENTATIVE WHETHER THESE UTILITY LINES ARE STILL ACTIVE OR NOT. IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICT. 6) CONTRACTOR TO ADJUST TO FINISHED GRADE ALL EXISTING UTILITY BOXES, SEWER CLEANOUT COVERS, PULL BOXES AND VALVE COVERS NOT SPECIFICALLY SHOWN WITHIN THE LIMITS OF WORK. 7) SAWCUT, REMOVE AND REPLACE EXISTING CURB AS REQUIRED FOR TRENCHING. MATCH EXISTING CURB. I - 26 ---------- --24---~- ' __J__ - - ID 'APPROXIMATE TOP AND BOTTOM ELEVATIONS OF EXISTING UTILITY PIPE. CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION. 3 1---J lL l..J-I I -- ' I ------..;;:-\..-J y y \.-,,_ ' -E - 24 24 ---'.2'.2 ---r -E - / 0 -- --,--l -! ! / - I I I ~ I ! ! / I / I I 1 1 I .( I / I I / e E I I I I ! I / ! n 1 11 © j I I E I I / ! "-22--~ -:;;--/,-, -+~h i----- ! ! / ! / 1 I '/) e I I I I / \ i i ~ ft 11 AS BUILT" RCE __ _ EXP, ___ _ REVIE',,/ED BY, INSPECTOR / I I ! I I ! DATE DATE l---+----+-----------+---+----+l----+----11 SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT ;::G::::R=A:::D:::IN=G'.,.::P::L=A=N::::S::::::F=OR::::·==========-.:::::==::: GR2020-0030 UTILITY PLAN 1-----+-----f-----------------+---+-----fl-------f---l 1-A-PP_R_o_v_E_o_: __________ J_A_s_o_N s. GELDERT . DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: SA PROJECT NO. DRAWING NO. CHKD BY:___ PD2020-0046 RVWD BY: DocuSign Envelope ID: C8F3D3EA-CBB5-4AE4-B112-C986ED4C746E 6/11/2021 KELLY ELEMENTARY SCHOOL MODERNIZATION 18 MATCH LINE - SEE SHEET 12 1" = 20' 20100 40 01HORIZONTAL CONTROL AND PAVING PLAN 11 527-6A 05/11/2021 JST DER ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/22 PAVING NOTES: 1. SEE LANDSCAPE PLANS FOR PAYERS, LOCATION AND TYPE OF CONCRETE WALKS AND HARDSCAPE INCLUDING DETAILS FOR CONCRETE FINISHES, CONTROL JOINTS AND EXPANSION JOINTS. 2. VERIFY ALL VEHICULAR AND NON-VEHICULAR LIMITS WITH LANDSCAPE PLANS. <Ga'; KEY NOTE SYMBOL 32 34 PA PAVING LEGEND DESCRIPTION PARKING STALL AC PAVEMENT 3" AC OVER 9" AB PER GEOTECHNICAL ENGINEER'S RECOMMENDATION. AC PAVEMENT OVERLAY GRIND MINIMUM 2" OF (E) PARKING LOT AND OVERLAY WITH MINIMUM 2" ASPHALT TO PROPOSED GRADES. COLD MILLING PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 302-1. TACK COATING SHALL BE PLACED PRIOR TO OVERLAY. FIRE LANE AC PAVEMENT 4" AC OVER 14" AB PER GEOTECHNICAL ENGINEER'S RECOMMENDATION. GUARDTOP AC BASED SEALCOAT ASPHALT SEALCOAT PER LATEST GREENBOOK EDITION SECTION 203-9 AND MANUFACTURER'S RECOMMENDATIONS. VEHICULAR CONCRETE PAVEMENT CONCRETE PAVING PER DETAIL 13 SHEET 14. SEE PAVING NOTE 1. PEDESTRIAN CONCRETE PAVEMENT CONCRETE PAVING PER DETAIL 13 SHEET 14. SEE PAVING NOTE 1. AC PAVEMENT TRENCH REPAIR PLACE ASPHALT PAVEMENT TO A DEPTH 1" GREATHER THAN EXISTING ASPHALT PAVEMENT. ASPHALT REPAIR TO EXTEND 12" HORIZONTALLY BEYOND UTILITY TRENCH WIDTH ON BOTH SIDES. AC PAVEMENT OVERLAY GRIND MINIMUM 2" AND OVERLAY WITH MINIMUM 2" ASPHALT TO EXISTING GRADES PER CITY OF CARLSBAD SUPPLEMENTAL STANDARD NO. GS-25. PLANTING AREA SEE LANDSCAPE PLANS. BUILDING GRIDLINE LEGEND SYMBOL DESCRIPTION _G1 . VERTICAL BUILDING GRIDLINE HORIZONTAL BUILDING GRIDLINE / i I I I I I I I I I I I 111 0 ,;-"' 0 ! I "' / I "' I I CONSTRUCTION NOTES: DESCRIPTION @ SUPPLY AND INSTALL TRUNCATED DOME PAVER PER DETAIL 07 SHEET 13. @ PAINT CROSSWALK STRIPING 4" WIDE WHITE STRIPE AT 45° ANGLE AT 3' SPACING OC WITH 4" WIDE BORDER STRIPE. INSTALL SAFE DISPERSAL AREA SIGN PER DETAIL 09 SHEET 13. CONSTRUCT SIDEWALK REMOVED FOR UTILITY TRENCHING FROM JOINT TO JOINT PER SAN DIEGO REGIONAL STANDARD DRAWING G-07. CONCRETE THICKNESS TO MATCH EXISTING. 65.01' I I _J ' ' I I I ' CENTER OF RADIUS N 1,999,065.7171 E 6,236,490.0929 CENTER OF RADIUS '!r.r-r'r,"r~-1.~99J45l 2?J E 6,236,490.[523 PAINT 4" WIDE BLUE ACCESS AISLE BORDER AND HATCHED LINES AT 3' MAXIMUM SPACING (COLOR NO. 15090 PER FEDERAL STD NO. 595C). STRIPING NOTES 1. ALL EXISTING STRIPING AND MARKINGS TO REMAIN UNLESS OTHERWISE NOTED. 2. 3. CONFLICTS BETWEEN EXISTING AND PROPOSED SHALL BE RESOLVED BY THE ENGINEER. REMOVAL OF EXISTING STRIPING AND PAVEMENT MARKINGS SHALL BE ACCOMPLISHED BY WET SANDBLASTING OR OTHER APPROVED GRINDING METHOD PRIOR TO INSTALLATION OF NEW STRIPING. ALL CONFLICTING STRIPING, PAVEMENT MARKINGS, AND RAISED PAVEMENT MARKERS SHALL BE REMOVED. PAVEMENT THAT IS DAMAGED DUE TO THE REMOVAL OF MARKERS OR STRIPING SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER. STRIPING & SIGNAGE LEGEND SYMBOL DESCRIPTION SIGN PER ARCHITECTURAL SIGNAGE PLAN, UNLESS NOTED OTHERWISE. \ ,,. ,,. I I~ I J I INTERS ,~-...!..., GaAND =~I I N 1,999, E6,236, CENTE . N 1,998, E 6,236,50 ] j HORIZONTAL CONTROL NOTES: THIS HORIZONTAL CONTROL PLAN ESTABLISHES THE FOLLOWING TO BE USED AS BASE CONTROL FOR CONSTRUCTION STAKING. 1. PRIOR TO STAKING ANY BUILDING STRUCTURE, SURVEYOR SHALL VERIFY THAT THE GRIDS SHOWN ON THIS PLAN MATCHES THE ARCHITECTURAL & STRUCTURAL PLANS. 2. TWO COORDINATES ARE PROVIDED TO ESTABLISH THE BUILDING GRID. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR FINAL BUILDING DIMENSIONS. 3. IF ANY DISCREPANCIES ARE FOUND DURING CONSTRUCTION STAKING NOTIFY CIVIL ENGINEER IMMEDIATELY. 4. SEE LANDSCAPE PLANS FOR DETAILED HARDSCAPE DIMENSIONS. 5. SEE LANDSCAPE PLANS FOR LOCATION AND TYPE OF CONCRETE WALKS AND HARDSCAPE INCLUDING DETAILS FOR CONCRETE FINISHES, CONTROL JOINTS AND EXPANSION JOINTS. 6. SEE PAVING AND STRIPING PLANS FOR LOCATION AND TYPE OF PAVING AND STRIPING. xx ION GRIDLl~ES .7418 .6538 ) G7 XXX ) a rf' ® I END RED CURB CENTER OF RADI 1!$ N 1,999,036.6544 E 6,236,715.2812 ~ ·---·-. / I ,& I ----- X ---------- X PAINT RED CURB '!/ MIN "' ! □ , ___ \ J N OJ X X < - 40' 11 AS BUILT" RCE___ EXP, ___ _ DATE REVIEVED BY, INSPECTOR DATE l---+----+-----------+---+-----+l-----+---11 SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT ;::G::::R=A:::D:::IN=G'.,.::P::L=A=N::::S::::::F=O R::::_=========:::::'...:::::==::: GR2020-0030 HORIZONTAL CONTROL AND PAVING PLAN 1----+----f-----------------+---+----fl-----f---l 1-A-PP_R_o_v_E_D_: __________ J_A_s_o_N s. GELDERT . DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: SA PROJECT NO. DRAWING NO. CHKD BY:___ PD2020-0046 RVWD BY: DocuSign Envelope ID: C8F3D3EA-CBB5-4AE4-B112-C986ED4C746E 6/11/2021 KELLY ELEMENTARY SCHOOL MODERNIZATION 18 MATCH LINE - SEE SHEET 11 1" = 20' 20100 40 01HORIZONTAL CONTROL AND PAVING PLAN 12 527-6A 05/11/2021 JST DER ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/22 PAVING NOTES: SEE LANDSCAPE PLANS FOR PAYERS, LOCATION AND TYPE OF CONCRETE WALKS 0--- AND HARDSCAPE INCLUDING DETAILS FOR CONCRETE FINISHES, CONTROL JOINTS '"-I' AND EXPANSION JOINTS. 2. VERIFY ALL VEHICULAR AND NON-VEHICULAR LIMITS WITH LANDSCAPE PLANS. SYMBOL 34 35 PAVING LEGEND DESCRIPTION PARKING STALL AC PAVEMENT 3" AC OVER 9" AB PER GEOTECHNICAL ENGINEER'S RECOMMENDATION. AC PAVEMENT OVERLAY GRIND MINIMUM 2" OF (E) PARKING LOT AND OVERLAY WITH MINIMUM 2" ASPHALT TO PROPOSED GRADES. COLD MILLING PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 302-1. TACK COATING SHALL BE PLACED PRIOR TO OVERLAY. FIRE LANE AC PAVEMENT 4" AC OVER 14" AB PER GEOTECHNICAL ENGINEER'S RECOMMENDATION. GUARDTOP AC BASED SEALCOAT ASPHALT SEALCOAT PER LATEST GREENBOOK EDITION SECTION 203-9 AND MANUFACTURER'S RECOMMENDATIONS. VEHICULAR CONCRETE PAVEMENT CONCRETE PAVING PER DETAIL 13 SHEET 14. SEE PAVING NOTE 1. PEDESTRIAN CONCRETE PAVEMENT CONCRETE PAVING PER DETAIL 13 SHEET 14. SEE PAVING NOTE 1. AC PAVEMENT TRENCH REPAIR PLACE ASPHALT PAVEMENT TO A DEPTH 1" GREATHER THAN EXISTING ASPHALT PAVEMENT. ASPHALT REPAIR TO EXTEND 12" HORIZONTALLY BEYOND UTILITY TRENCH WIDTH ON BOTH SIDES. T I I I I I I I I I \ \ - I I * X i □ X C, C, X □ ------- \ ' / I ,/ llo<~-~'83 (I I IIIKX.,.."""'·"'"'"'· '·-"' o;> ~-., 7'"1"?;.;Q~,, ' / .....____ ,., l ( , .. v □ ;, .., , .. I I @ 12121' PA ~~lf 'If I 20· I if 0 ® g olr------------F-------'--'k------------i;------'j GNV @ @ I I ,., ' I I CENTER OF RADIYS ~ 1,999,011.1251 I ,--~E-6;236;638:5520---'-----'---~~ D n ® ~ I I \ \□ ;.;,,_ I , ' / □ L_J);;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:::;;:::;;;;::!v DYcv ® -- ' \ ' 6'' 1 R1~-. ' 6 NTER OF RADIUS N 1,999,016.5764 5' E 6,236,703.9276 \ N 0) \ I I 5' q -------,-,f I 1~11-.i'v---ll - / I / ' t----+-----+---+---ttt----+--+----.-iitl : BEGIN ~ED CURB V V V !-'=---\-'\".'<:-END RED CURB ~ - {-------'-,#0 I "" "' I I ( I )I -> ->I rF --_ ......___ ¥f'lE=:'=~'3===:::!::L_~x,------:;~f::=::35~=~•s::,:-X'-r-----'-'-'+------<--j -------- / X:) / I I I I 11 / ! \ lf 4---+-j__.J'--1----:::, _ _L_--';:-f-16 !\! / w :::=,, al: 0 >+ _j .J 1.1.;1 ! ! / ! / / / / ! ! ! ! I ! ! I / ! / ! /\._ / I ! ! ------- // ~~~gS!_~~-~~~~;;;;~~:=::'.'.'.=:::'.:'.-~:'.-:::'.:'._~=:=:=A:-=-::::::::=:::=.::::;;;;::~;;::::;;;~:::~;;:®'.:; 3 ;;; 0 ~~~~-==~~---~;;:;~;:~x;'.:L=-::::::-~:'.:::--:=-=::=x--_~x-_--_-x-_-~x,-----x----'x,-----, ~::&DJ½ 24 =(_~_ __:;q-_____,~ ! / / BUILDING GRIDLINE LEGEND SYMBOL DESCRIPTION VERTICAL BUILDING GRIDLINE (c,;-- -HORIZONTAL BUILDING GRIDLINE KEY NOTE CONSTRUCTION NOTES: DESCRIPTION SUPPLY AND INSTALL lRUNCATED DOME PAVER PER DETAIL 07 SHEET 13. PAINT CROSSWALK STRIPING 4" WIDE WHITE STRIPE AT 45° ANGLE AT 3' SPACING OC WITH 4" WIDE BORDER STRIPE. INSTALL SAFE DISPERSAL AREA SIGN PER DETAIL 09 SHEET 13. CONSTRUCT SIDEWALK REMOVED FOR UTILITY TRENCHING FROM JOINT TO JOINT PER SAN DIEGO REGIONAL STANDARD DRAWING G-07. CONCRETE THICKNESS TO MATCH EXISTING. PAINT 4" WIDE BLUE ACCESS AISLE BORDER AND HATCHED LINES AT 3' MAXIMUM SPACING (COLOR NO. 15090 PER FEDERAL STD NO. 595C). STRIPING NOTES 1. ALL EXISTING STRIPING AND MARKINGS TO REMAIN UNLESS OTHERWISE NOTED. CONFLICTS BETWEEN EXISTING AND PROPOSED SHALL BE RESOLVED BY THE ENGINEER. 2. REMOVAL OF EXISTING STRIPING AND PAVEMENT MARKINGS SHALL BE ACCOMPLISHED BY WET SANDBLASTING OR OTHER APPROVED GRINDING METHOD PRIOR TO INSTALLATION OF NEW STRIPING. ALL CONFLICTING STRIPING, PAVEMENT MARKINGS, AND RAISED PAVEMENT MARKERS SHALL BE REMOVED. 3. PAVEMENT THAT IS DAMAGED DUE TO THE REMOVAL OF MARKERS OR STRIPING SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER. STRIPING & SIGNAGE LEGEND SYMBOL DESCRIPTION SIGN PER ARCHITECTURAL SIGNAGE PLAN, UNLESS NOTED OTHERWISE. -f --~ -----24 ---- 26 HORIZONTAL CONTROL NOTES: THIS HORIZONTAL CONTROL PLAN ESTABLISHES THE FOLLOWING TO BE USED AS BASE CONTROL FOR CONSTRUCTION STAKING. 1. PRIOR TO STAKING ANY BUILDING STRUCTURE, SURVEYOR SHALL VERIFY THAT THE GRIDS SHOWN ON THIS PLAN MATCHES THE ARCHITECTURAL & STRUCTURAL PLANS. 2. TWO COORDINATES ARE PROVIDED TO ESTABLISH THE BUILDING GRID. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR FINAL BUILDING DIMENSIONS. 3. IF ANY DISCREPANCIES ARE FOUND DURING CONSlRUCTION STAKING NOTIFY CIVIL ENGINEER IMMEDIATELY. 4. SEE LANDSCAPE PLANS FOR DETAILED HARDSCAPE DIMENSIONS. 5. SEE LANDSCAPE PLANS FOR LOCATION AND TYPE OF CONCRETE WALKS AND HARDSCAPE INCLUDING DETAILS FOR CONCRETE FINISHES, CONTROL JOINTS AND EXPANSION JOINTS. 6. SEE PAVING AND STRIPING PLANS FOR LOCATION AND TYPE OF PAVING AND STRIPING. 24 I ---'.2'.2 j_ ---/ 11 AS BUILT" RCE___ EXP. ___ _ DATE REVIE',,/ED BY, INSPECTOR DATE l---+----+-----------+---+-----+l-----+---11 SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT ;::G::::R=A:::D:::IN=G'.,.::P::L=A=N::::S::::::F=O R::::_=========:::::'...:::::==::: GR2020-0030 HORIZONTAL CONlROL AND PAVING PLAN l----+----f-----------------+---+----fl-----f----1 1-A-PP_R_o_v_E_D_: __________ J_A_s_o_N s. GELDERT . DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: SA PROJECT NO. DRAWING NO. CHKD BY:___ PD2020-0046 RVWD BY: DocuSign Envelope ID: C8F3D3EA-CBB5-4AE4-B112-C986ED4C746E 6/11/2021 KELLY ELEMENTARY SCHOOL MODERNIZATION 1813 NTSDETECTABLE WARNING PER PLAN 2.3" - 2.4"2.3" - 2.4" 0.45" - 0.47" 0.90" - 0.92" NOTE:THE DETECTABLE WARNING SHALL EXTENDTHE FULL WIDTH OF THE CURB RAMP ANDSHALL BE YELLOW AND APPROXIMATE FS33538 OF FEDERAL STANDARD 595C. PLAN VIEW DETAIL B TRUNCATED DOME 01 B -- LPA SEE SPECIFICATIONS01 0.2"PER PLANNTSFIRE LANE CURB PAINTING CURB & GUTTER VERTICAL CURB FLUSH CURB CURBS SHALL BE PAINTEDOSHA SAFETY RED LEGEND LPA WORDS TO BE STENCILED ON CURB ASSHOWN ABOVE 3" HIGH WHITE PAINTED STENCILED(3/4" STROKE) LETTERS STENCILING AT EVERY 25 FEET ONCENTER OR PORTION THEREOF FIRE HYDRANT PROTECTION NTS 01 03 05 07 09 NTSVERTICAL CURB AT DROP OFFVARIES 2"MIN01 05 3" CLEARANCEMIN TYP02 03 LPA R1/ 2 "R1/2"SIDEWALK 8" FINISHED SURFACE01 #3 REBAR @ 36" OC02 GUARDRAIL PER LANDSCAPE PLANS04 (2) #4 REBAR CONTINUOUS TYP;COORDINATE REBAR WITH GUARDRAILLOCATION05 PAVEMENT SECTION PER PLAN03 03 DEPRESSEDSIDEWALK VARIES016"04 GUARDRAIL FOOTING PER LANDSCAPEPLANS06 06 SAFE DISPERSAL AREA SIGN NTS NOTE:ALL STEEL TO BE GALVANIZED SAFEDISPERSALAREA 1'-6"1'-0"6'-8" CLR. MIN.N.T.S.3'-0"N.T.S.3"CLR.12" DIA. 1-1/2" RADIUS CORNER, TYP. 0.063" REFLECTIVE ALUMINUM WHITE VINYL FACE 2" TALL BLACK LETTERING, RAISED 1/32"ABOVE BACKGROUND, SANS SERIF FONT 1-1/2" DIS. GALV. STEEL PIPE SIGN POST CONCRETE FOOTING (2,500 PSI) SLOPE TOP 1/4" MIN. ABOVE GROUND NTSACCESSIBLE PARKING STALLS - PERPENDICULAR18'MIN2'TYP1' CL CL CL CL EQ.EQ. 05 01 06 02 04 03 PRE-CAST CONCRETE WHEEL STOP.SALVAGED FROM EXISTING SITE. PEDESTRIAN WALKWAY EXISTING ACCESSIBLE PARKING SIGN. PROTECT IN PLACE.01 02 04 05 06 07 WITHIN THE ACCESSIBLE LOADINGAISLE PAINT THE WORDS "NO PARKING"IN 12" HIGH LETTERS, WHITE PAINT CONCRETE FLUSH CURB. SEE LANDSCAPE PLANS. 06 EQ.EQ. 02 18'MIN3'TYP9' MIN TYP 8' MIN AT VAN 9' MIN TYP12"MINLPA 01 07 08 08 08 PAINT BLUE (COLOR NO. 15090 PERFEDERAL STD. NO. 595C) ACCESSIBLE STALL STRIPE, 4" WIDE 03 LOADING AND UNLOADING ZONEACCESS AISLE PAINTED BLUE (COLORNO. 15090 PER FEDERAL STD. NO. 595C)STRIPING, 4" WIDE; DIAGONAL STRIPETO BE BLUE OVER CONCRETE ORWHITE OVER ASPHALT. INTERNATIONAL SYMBOL OFACCESSIBILITY EMBLEM. CENTERED ATEND OF PARKING STALL PER CITY OFSAN DIEGO REGIONAL STANDARDDRAWING M-29.32"-40" PERNFPA 24-6.3.1TWO 2-1/2" WYE CONNECTION (MIN), UNLESS OTHERWISE SHOWN ON PLANS, THREADS PER NFPA 24-5.9.2.1., CHECK VALVE INSTALLED ABOVE GRADE. FLANGED POST INDICATOR VALVE & POST (FM-UL APPR.) LOCKED ANDSECURED IN THE OPEN POSITION. TAMPER SWITCH (EXTEND ELECTRICAL TO FIRE CONTROL PANEL)18"-48" PERNFPA 24-A.5.9FINISH GRADE DUCTILE IRON TRACER WIRE REQUIRED WHEN NON-METALLIC PIPE IS USED. 04 05 03 02 01 02 03 04 05 PIV AND FDC NTS 06 06 FIRE DEPARTMENT CONNECTION (SHALL BE ROTATED TO FACE FIRE LANE). 01 BUILDING30" MIN PERNFPA 24-10.4.307 TAMPER SWITCH ELECTRICAL CONDUIT 07 11 12 527-6A RETAINING CURB NTS 13 05/11/2021 JSTDER ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/22 'b:, - I -I I-;; 11 11 11;,;I I, ff FINISH SURFACE / FINISH GRADE CONCRETE CURB COMPACTED SUBGRADE PER GEOTECHNICAL REPORT (3) #4 BARS CONTINUOUS CAB (CRUSHED AGGREGATE BASE) PER PAVING PLAN #3 BARS O 24" O.C. l'1P. ~ NO p RK NG I I NOTES: :z "" ~ 0 0 I I I I l., ELEVATION PLAN 0 ff SCH. 40 STEEL PIPE SLOPE CONC. GROUND LINE 1. ff PIPES TO BE POURED FULL OF CONCRETE. ROUND OFF TOP. 2. HEIGHT OF BOLLARDS NOT TO EXCEED TOP OF HYDRANT BONNET. 3. BOLLARD TO BE PAINTED WITH 2 COATS ALUMINUM PAINT. PRIMER AND METAL PREPARATION AS SPECIFIED FOR ALUMINUM PAINT. □ □ □ □ □ □ □ PLUGS OR CAPS PER NFPA 24-5.9.1.4 □ □ □ □ □ □ □ □ □ C·:'.)OCCC·:'.)OCCC·C) y0 L _ _J □ □ □ titr :/":, .. -.. :"~•;.!. : . ., ,· -' 11 I ,., I I r---t--J JJ!~ □ □ □ 11 AS BUILT" RCE EXP. DATE REVIEVED BY, INSPECTOR DATE I SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT GRADING PLANS FOR: GR2020-0030 DETAILS l----+-----f-----------------+---+-----fl------f----1 1-A-PP_R_o_v_E_o_: __________ J_A_s_o_N s. GELDERT . DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: SA PROJECT NO. DRAWING NO. CHKD BY:___ PD2020-0046 RVWD BY: DocuSign Envelope ID: C8F3D3EA-CBB5-4AE4-B112-C986ED4C746E 6/11/2021 KELLY ELEMENTARY SCHOOL MODERNIZATION 1814 05DETAILNTS NTS9" SQUARE ATRIUM PLANTER DRAIN 02 01 08 06 07 05 04 LPA 9" SQUARE BLACK ATRIUM GRATE. NDS PART NO. 981 OR APPROVED EQUAL.01 TG ELEVATION PER PLAN02 03 WYE FITTING05 INVERT ELEVATION PER PLAN06 079" NDS PART NO. 930 AND 1243 OR APPROVED EQUAL 03 PLUG IF AT END OF RUN0804 4" PVC SDR 35 RISER STORM DRAIN PER PLAN TYPICAL SECTION PLAN ISOMETRIC DRAIN INLET NTS 03 FLOW 02 04 NTSPEDESTRIAN HARDSCAPE DRAIN ZURN ZN-150 OR APPROVED EQUAL.1/2" MAX OPENING IN ALL DIRECTIONS.01 WYE FITTING AT STORM DRAIN LINE03 PIPE SIZE PER PLAN02 45° ELBOW FITTING IF DRAIN NOT IN-LINEWITH STORM DRAIN0445°01 ←→ 01 02 03 CONCRETE PAVING NTSEQ.EQ.VARIES13 527-6A 09NTSLARGE TREE WELL (BMP-4, BMP-5, BMP-6) PLAN VIEW SECTION A-A A A NOTE:1. TREE SIZE & TYPE PER DESIGN PLANS. ADJACENTCONRETEPAVEMENT ADJACENTAC PAVING 48" TYP.4"MAX.ADJACENT CONRETEPAVEMENT ADJACENTAC PAVING 30 MIL PLASTICLINER 30 MILPLASTICLINER ROOT CONTROLBARRIER PERSDRSD L-06 ROOT CONTROLBARRIER PERSDRSD L-06 ROOT CONTROLBARRIER PERSDRSD L-06 30 MIL PLASTICLINER 30 MIL PLASTICLINER ROOT CONTROLBARRIER PERSDRSD L-066" SAND FILTERLAYER, TYP. ROOT BALL ROOTBALL 12" MIN.#4 @ 18" O.C.BOTH WAYS, TYP. 9" LIMIT OFROOTING SOIL 14' Ø PAVEMENT OPENING LIMIT OF ROOTING SOIL 14' Ø PLANTER OPENING 21' Ø S O I L L I M I T S 14' Ø SOIL LIMITSTREE WELLS T-1 & T-2BMP-4, BMP-5 AMENDEDSOIL, TYP. TREE WELL T-3 BMP-6 TREE WELLS T-1 & T-2BMP-4, BMP-5 TREE WELL T-3BMP-6 21' Ø PLANTE R OPENING 21' Ø PAVEMENT OPENING 18"#4 @ 18" O.C.BOTH WAYS, TYP.12" MIN.8" CONCRETE MOW CURB CONCRETEMOW CURB 3" SHREDDEDHARDWOODMULCH LAYER1"DEEP ROOTTREE BUBBLERPER SDRSD I-04 05/11/2021 JSTDER ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/22 SITE SPECIFIC DATA PROJECT NUMBER 10554 ORDER NUMBER ----45·- PROJECT NAM[ KELLY [L[M[NTARY VINLU PIP[ N MODERNIZATION I"-l PROJECT LOCATION CARLSBAD, CA STRUCTURE ID NORTHWEST UNIT <o " "' " P[AK BYPASS R[QUIR[D (CFS) -IF APPLICABLE N/K i..--------' }'1:;;:-:!:c~t!.::~:';~:~. ·~: ... ' ' 1---~ ~'\-._t~~ill~~ ~, ""!"" ; INLET PIPE NW -,!'--~~~'..r-J:!-. '.-~.,1, -ouna PIPE [ PIPE DATA I.E. MATERIAL DIAMETER • • ~~i1'.~f:~ "' "' ~~ INLET PIPE NW 26.94 PVC 4" • I • I -~ "' " INLET PIPE N 26.94 PVC 8" 4=1 .,,, OUTLET PIPE [ 26.94 PVC 6" ...,,....,.,.,., .,...,,,....,,..,.,.,,,., ±lillff:1::1:l :lftlili:l:lfl:l : _._,.,_,_,_,_,....,_._._, _ _,_,_,_,_,_,.......,_._._,_,_. . . OUTLET PIPE SE 25.16 PVC 8" ' '' RIM ELEVATION 28.62 Jys TOP OF W[IR 21.44 oun.a PIPE SE SURFACE LOAD PEDESTRIAN FRAME & COVER 48" X 48'" NOTES: PLAN VIEW INTERNAL BYPASS DISCLOSURE: TH[ DESIGN AND CAPACITY OF TH[ PEAK CONVEYANCE MUHOD TO 8£ REVIEWED AND APPROVED BY TH[ [NGINffR OF RECORD. HGL(S) AT PEAK FLOW SHALL 8[ ASSESSED TO [NSUR[ NO UPSTREAM FLOODING. PEAK HGL AND BYPASS C/l CAPACITY SHOWN ON DRAWING AR[ USED FOR GU/DANG[ ONL~ 28.62 ·1 INSTALLATION NOTES RIM/FG I 27.44 I I -7. CONTRACTOR TO PROVIDE ALL LABOR. EQUIPMENT, MATERIALS AND TOP OF WEIR I~ =' INCIDENTALS R[QU/R[D TO OFFLOAD AND INSTALL TH[ SYSTEM AND APPURT[NANCfS IN ACCORDANCf WITH THIS DRAWING AND TH[ MANUFACTURERS SPfCIFICATIONS. UNLESS OTH[RW/5[ STATED IN I ((I)) I MANUFACTURERS CONTRACT. L_ I ?, 1R 2. UNIT MUST 8£ INSTALLfD ON LEVEL BAS£ MANUFACTURER I ~ I /[ OUT 5£ RECOMMENDS A MINIMUM 6" LEVfL ROCK BAS[ UNLESS SPECIFIED BY ~4'-a·~ TH[ PROJECT [NGINffR. CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT [NGINffRS R[COMM[NDED BAS[ SPfCIFICATIONS. 5'-0" 4. CONTRACTOR TO SUPPLY AND INSTALL All EXTERNAL CONNECTING PIPES. ALL PIPES MUST Bf FLUSH WITH INSIDE SURFACE OF h ELEVATIONVIEW CONCRUf. (PIPES CANNOT INTRUDE BEYOND FLUSH}. INVERT OF OUTFLOW PIPE MUST 8[ FLUSH WITH DISCHARGE CHAMBER FLOOR. ODU LA R ALL PIP[S SHALL 8[ SEALED WATER TIGHT PER MANUFACTURERS ETLANDS STANDARD CONNECTION DETAIL. 5. CONTRACTOR RESPONSIBLE FOR INSTALLA T/ON OF ALL RISERS, THIS PRODUCT MAY 8[ PROTfCT[D BY ONE OR MOR[ OF MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLfS AND TH[ FOLLOWING US PATENTS: 7,425,262; 1,470,362; HATCHES TO MATCH FINISHfD SURFACE UNLfSS SPfC/FIED OTH[RWISf. 7,674,378; 8,JOJ,8/6; RELATED FORf/GN PATENTS OR GENERAL NOTES OTHER PATENTS PENDING PROPRIETARY AND CONFIDENTIAL. /. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, [L[VATIONS, SPfCIFICA TIONS AND CAPACITIES AR[ SUBJECT TO THE INFORMATION CONTAINED IN THIS DOCUMENT IS THE SOLE CHANG£ FOR PROJECT SPECIFIC DRAWINGS DUA/UNG EXACT DIMENSIONS, Wf/GHTS PROPERTY OF FORTERRA AND ITS COMPANIES. THIS DOCUM[Nr, AND ACC[SSORl[S PLEAS[ CONTACT BIO CLEAN. NOR ANY PART THEREOF, MAY B[ USED, REPRODUCED OR MODIFIED IN ANY MANNER WITH OUT TH[ WRITTEN CONSENT OF FORTERRA. 02 03 05 ~ CONCRffi PAVING PER PAVING PLAN. r,;;;i #3 REBAR 24" O.C. BOlH WAYS -PEilESllAN ~ #4 REBAR 18" O.C. BOlH WAYS -VEHICULAR ~ FOR OVER-EXCAVATION AND SUB-GRADE COMPACTION REFER TO ~ GEOTECH REPORT I 041 PEDESTRIAN: 5' THICK VEHICULAR: 'ii' THICK ~ 4" AGGREG.\TE ~E AT VEHICULAR PAVING tmE; CONCRffi PAVING DETAIL IS PER SOILS REPORT RECOMMENDATION BY NINYO & MOORE DATED MARCH 6, 2020. HATCH"' C/L I I I I r-I ,,= • iRl r I '1:1.,"' 26.94 ' IE INN r-lni:il~ I ·' .., /[ IN NW ~1 l ~-• ---">. LEFT END VIEW I c{1 ' I ' I I !A) ;;; ri I ?fi 04 I ~ltil& -IE OUT E -,- l=i---- ' CONTRACTOR TO COLD POUR CONCR[T[ FLOOR UP TO [LEVATION 26.94 RIGHT END VIEW Bio 6 Clean BC-D5-4-4 STORM WATER DIVERSION STRUCTURE STANDARD DETAIL AFomnaComoanv □ □ □ □ FRAME SIDE BAR OLDCASTLE PRECAST GROUP OR EQUIVALENT DROP INLET TABLE -+--A---,,T-- GALV. STEEL GRATE SEE NOTE 1. FRAME ANGLE MODEL ~PC A B C No. ~ODEL IN MM IN MM IN MM •EF. CB1212TE EK 12 300 12 300 4 100 CB1818TE CK 18 450 18 450 5 125 CB1824TE 1K• 18 450 24 600 5 125 a, CB2424TE 2K 24 600 24 600 5 125 CB2430TE 3K 24 600 30 750 5 125 CB3030TE 5K 30 750 30 750 6 150 LIFTING HOLE CB2436TE 1L 24 600 36 900 6 150 CB3636TE 1M 36 900 36 900 6 150 FRAME AND GRATE CB2448TE 3L 24 600 46 1200 6 150 t-ADDITIONAL T. & G. CB3648TE 3M 36 900 46 1200 6 150 CB4648TE 1R 46 1200 46 1200 6 150 ~ ....,,_,r,f-c JOINT (AS REQUIRED) NOTES : ~ FORM SLOPED BOTTOM PIPE OPENING CAST-IN PER PLANS 1. FRAMES AND GRATES MAY BE SPECIFIED FOR PEDESTRIAN OR H20 TRAFFIC LOADING. ALL GRATES ARE BICYCLE PROOF. □ □ □ □ IN FIELD IF REQUIRED GROUT PIPE IN PLACE 2. ½' MAX. GRATE OPENINGS IN PATH-OF-TRAVEL IN ALL DIRECTIONS WHERE PATH-OF-TRAVEL IS MULTI-DIRECTIONAL OLDCASTLE PRECAST PRECAST (www.oldcostleprecast.com) DRAIN INLET W-IN-12 OR EQUIVALENT /·:>~r ·.~:~_·•t -;.:~:-..: -: .;.h,. ;_.;~·:::;·, ::_ ·, □ □ □ □ 11 AS BUILT" RCE __ _ EXP, ___ _ DATE REVIEVED BY, INSPECTOR DATE l---+-+-------------+--+--+---+-----1 I SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT ~:::::::::'.,..:::::=::::==::::::::::::::======:.:::::=:::::; GRADING PLANS FOR: GR2020-0030 DETAILS l---+---11-----------------+--+--t---t---i l-A-P_P_Ro_v_E_o_: __________ J_A_s_o_N s. GELDERT . DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: SA PROJECT NO. DRAWING NO. CHKD BY:___ PD2020-0046 RVWD BY: DocuSign Envelope ID: C8F3D3EA-CBB5-4AE4-B112-C986ED4C746E 6/11/2021 KELLY ELEMENTARY SCHOOL MODERNIZATION 1815 527-6A 01DETAILNTS 02DETAILNTS 03DETAILNTS 05/11/2021 JST DER ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/22 PROJECT NUMBER ORDER NUMBER PROJECT NAME SITE SPECIFIC DATA 70554 KELLY ELEMENTARY MODERNIZATION PROJECT LOCA T!ON CARLSBAD, CA STRUCTURE ID EAST UNIT PEAK BYPASS REQUIRED (CFS) -IF APPUCABLE N/K PIPE DATA I.E. MATERIAL DIAMETER INLET PIPE 1 18.00 HDPE 18" OUTLET PIPE I 18.00 HDPE 18" ORIFICE SIZE ¢1.00" RIM ELEVATION 26.00 TOP or WEIR 22.00 SURFACE LOAD H-20 FRAME & COVER ¢JO NOTES: OUTL£T PIPE PLAN VIEW 26.00 RIM/FG 24.11 r C/L I ' I I I I I ---.,.,..- -~--'-= I I LEFT END VIEW C/L I l INTERNAL BYPASS DISCLOSURE: TOP OF VAULT >K >i< THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED AND APPROVED BY THE ENGINEER or RECORD. HGL(S) AT PEAK FLOW SHALL BE ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS 22.00 I I I I I I I . ,---'6 -7 I -I I 22.00 I T I ---~=~---+-~ I I I I CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLr INSTALLATION NOTES TOP OF FIBERGLASS WEIR EXTENSION I ' I ' I TOP OF FIBERGLASS WEIR EXTENSION I I I I I I I I I I I I. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANC[S IN ACCORDANC[ WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT. 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIF/CATIONS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. ALL PIPES MUST 8[ FLUSH WITH INSIDE SURFACE or CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL PIPES SHALL Bf SEALED WATER TIGHT PER MANUFACTURERS STANDARD CONN[CT/ON DETAIL. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION or ALL RISERS, MANHOLES. AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. GENERAL NOTES I. MANUFACTURER TO PROVIDE All MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIF/CATIONS AND CAPACmES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT BIO CLEAN. SITE SPECIFIC DATA PROJECT NUMBER 10554 ORDER NUMBER PROJECT NAM[ KELLY ELEMENTARY MOD[RNIZATION PROJECT LOCATION CARLSBAD, CA STRUCTURE ID WEST UNIT PEAK BYPASS REQUIRED (CFS) -IF APPLICABLE N/K PIPE DATA I.E. MATERIAL DIAMETER INLET PIPE 1 78.25 HOPE 18" OUTLET PIPE 1 18.25 HOPE 18" OUTLET PIPE 2 18.25 HOPE 18" RIM ELEVATION 26.20 TOP or WEIR 22.00 SURFACE LOAD H-20 FRAME & COVER ¢JO NOTES: INTERNAL BYPASS DISCLOSURE: THE DESIGN ANO CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED AND APPROVED BY TH[ ENGINEER or RECORD. HGL(S) AT PEAK FLOW SHALL BE ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONH INSTALLATION NOTES I. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OITTOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT. 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK BAS£ UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL fXTfRNAL CONNECTING PIPES. ALL PIPES MUST 8[ FLUSH WITH INS/OE SURFACE or CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT or OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL PIPES SHALL BE SEALED WATER TIGHT PER MANUFACTURERS STANDARD CONNECTION DETAIL. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION or ALL RISERS, MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. GENERAL NOTES 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIF/CATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPfCIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEAS[ CONTACT BIO CLEAN. I I I ' I ' ' ~ I ~~ I ¢1.00" ORIFICE----....._ AT INVERT I'-- / STAINLESS STER / ORIFICE PLATE = -I I I 0-. ./, I L I I ~::=;,--I _j,;L4•-o·--kL ~5'-0"~ ELEVATION VIEW O D ULAP. ETLAND5 18.00 IE 01/T THIS PRODUCT MAY 8£ PROTECTED BY ONE OR MORE OF THE FOLLOWING US PATENTS: 7,425,262; 7,470,362; 7,674,J78; 8,JOJ,816; RELATED FOREIGN PAT[NTS OR OTHER PATENTS PENDING PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DOCUMENT IS THE SOLE PROPERTY OF FDRTERRA AND ITS COMPANIES. THIS DOCUMENT, NOR ANY PART THEREOF, MAY BE USED, REPRODUCED OR MODIFIED IN ANY MANNER WITH OUT THE WRITTEN CONSENT OF FDRTERRA. INLET PIPE C/L I ,, "' __ ,---111 II _ = I ' - 18.00 "--.. IE OUT ORIFICE PLATE DETAIL Bio 6-Clean =r-_ _ 1-__ ---tc:fsl---';;18~.o"'o IE IN RIGHT END VIEW BC-D5-4-4 STORM WATER DIVERSION STRUCTURE STANDARD DETAIL ---., .,..... ::v 1V-'-------OUTLET PIPE 1 ' t t I l'YY"rr c::. c::. FF ---+-< -~I ~I --r- 11) ""'I'--,.....,..,.,. 4=-~ ~P' ~ II II I OUTL£T PIPE 2 26.20 RIM/FG 24.96 TOP OF VAULT 22.00 TOP OF FIBERGLASS WEIR EXTENSION I I I I PLAN VIEW C/l I ' I I I I h ELEVATION VIEW ODU LAn. ETLAND5 IE 01/T 1 IE 01/T 2 THIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THE FOLLOWING US PATENTS: 7,425,262; 7,470,362; 7,674,378; B,JOJ,816; RELATED FOREIGN PATENTS OR OTHER PATENTS PENDING PROPRIETARY AND CONFIDENTIAL. THE INFORMATION CONTAINED IN THIS DOCUMENT IS THE SOLE PROPERTY OF FORTERRA AND ITS COMPANIES. THIS DOCUMENT, NOR ANY PART THEREOF, MAY BE USED, REPRODUCED OR MODIFIED IN ANY MANNER WITH OUT THE WRITTEN CONSENT OF FORTERRA. I I I I I ;;;;;;;I-- -:-----t=--1\1----.,~ =---1--,-------'"" I LEFT END VIEW C/L I -r-- ' ' I I I I I I I I I I I I I = I= ,,r '\ - -r ,, _), 18.25 --IE IN RIGHT END VIEW Bio 6-Clean A Forblrra Com-- BC-D5-4-4 STORM WATER DIVERSION STRUCTURE STANDARD DETAIL -I r SEE NOTE 4 V X > X XX > > X ~ , J.. .// 14 k ~ ~ 8" [200mm] / / / NOTES: <J ,1 / 8" [200mm] - .. --- - - ------ - --- II ~ T I .. <! <J L'.I . ,1 <J . L'.I 4 / / / / / / / = I 4 <J ,1 <J PAVEMENT PER ~ DESIGN DOCUMENTS X > X OX X <J (J, L'.I / / / / A L'.I / / / / ~1 8" [200mm] 1~ 1. IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS. ENGINEERING ADVICE MAY BE REQUIRED. 2. MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS RECOMMENDED. CONCRETE SHOULD BE VIBRATED TO ELIMINATE AIR POCKETS. 3. EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE RECOMMENDED TO PROTECT CHANNEL AND CONCRETE SURROUND. ENGINEERING ADVICE MAY BE REQUIRED. 4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 118" [3mm] ABOVE THE TOP OF THE CHANNEL EDGE. 5. CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS. ENGINEERING ADVICE MAY BE REQUIRED TO DETERMINE PROPER LOAD CLASS. 6. REFER TO ACO'S LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS. K3-A-EAP K300 -KLASSIKDRAIN -LOAD CLASS: A SPECIFICATION CLAUSE K300 KLASSIKDRAIN -LOAD CLASS A GENERAL THE SURFACE DRAINAGE SYSTEM SHALL BE POLYMER CONCRETE K300 CHANNEL SYSTEM WITH GALVANIZED STEEL EDGE RAILS AS MANUFACTURED BY AGO POLYMER PRODUCTS, INC. MATERIALS CHANNELS SHALL BE MANUFACTURED FROM POLYESTER RESIN POLYMER CONCRETE WITH AN INTEGRALLY CAST-IN GALVANIZED STEEL EDGE RAIL. MINIMUM PROPERTIES OF POLYMER CONCRETE WILL BE AS FOLLOWS: COMPRESSIVE STRENGTH: FLEXURAL STRENGTH: TENSILE STRENGTH: WATER ABSORPTION: FROST PROOF DILUTE ACID AND ALKALI RESISTANT B117 SALT SPRAY TEST COMPLIANT 14,000 PSI 4,000 PSI 1,500 PSI 0.07% YES YES YES THE SYSTEM SHALL BE 12" (300mm) NOMINAL INTERNAL WIDTH WITH A 14.2" (390mm) OVERALL WIDTH AND A BUil T-IN SLOPE OF 0.5%. CHANNEL INVERT SHALL HAVE DEVELOPED "V" SHAPE. ALL CHANNELS SHALL BE INTERLOCKING WITH A MALE/FEMALE JOINT. THE COMPLETE DRAINAGE SYSTEM SHALL BE BY AGO POLYMER PRODUCTS, INC. ANY DEVIATION OR PARTIAL SYSTEM DESIGN AND/OR IMPROPER INSTALLATION WILL VOID ANY AND ALL WARRANTIES PROVIDED BY AGO POLYMER PRODUCTS, INC. CHANNEL SHALL WITHSTAND LOADING TO PROPER LOAD CLASS AS OUTLINED BY EN 1433. GRATE TYPE SHALL BE APPROPRIATE TO MEET THE SYSTEM LOAD CLASS SPECIFIED AND INTENDED APPLICATION. GRATES SHALL BE SECURED USING 'QUICKLOK' BOLTLESS LOCKING SYSTEM. CHANNEL AND GRATE SHALL BE CERTIFIED TO MEET THE SPECIFIED EN 1433 LOAD CLASS. THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. ACO Polymer Products, Inc. Ill Exposed Asphalt Pavement 825 W. Beechcraft St 1-----------------------------------1 Casa Grande, AZ 85122 9470 Pinecone Dr. Mentor, OH 44060 Tel: 440-639-7230 Fax: 440-639-7235 421 1 Pleasant Rd. Fort Mill, SC 29708 Tel: 440-639-7230 Fax: 803-802-1063 DATE: 08/25115 INSTALLATION DRAWING -AGO DRAIN ;:~~~~!~~--~~~~ Arizona Tel: 888-490-9552 e-mail: sales®acousa.com Ohio Tel: 800-543-4764 www.acousa.com South Carolina Tel: 800-543-4764 11 AS BUILT" RCE __ _ EXP, ___ _ REVIEVED BY, INSPECTOR DATE DATE l---+----+-----------+---+----+l----+----11 SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT ;::G::::R=A:::D:::IN=G'.,.::P::L=A=N::::S::::::F=O R::::.=========:::::'...:::::==::: GR2020-0030 DETAILS 1----+----f-----------------+---+----f1-----f----1 I-A-PP_R_o_v_E_D_: __________ J_A_s_o_N s. G:~:RT I DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: SA CHKD BY: __ _ RVWD BY: PROJECT NO. PD2020-0046 DRAWING NO. DocuSign Envelope ID: C8F3D3EA-CBB5-4AE4-B112-C986ED4C746E 6/11/2021 KELLY ELEMENTARY SCHOOL MODERNIZATION 1816 01MWS-L-8-20-3'-10"-V (BMP 1)NTS06MWS-L-8-12-4'-9"-V (BMP 2)NTS 527-6A05DETAILNTS 05/11/2021 JSTDER ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/22 SITE SPECIFIC DATA PROJECT NUMBER 10554 PROJECT NAME KELLY ELEMENTARY MODERNIZATION PROJECT LOCA T!ON CARLSBAD, CA STRUCTURE ID UNIT B -BMP 2 TREATMENT REQUIRED VOLUME BASED (CF) FLOW BASED (CFS) N/A 0.220 TREATMENT HGL AVAILABLE (FT) N/K PEAK BYPASS REQUIRED (CFS) -IF APPLICABLE 6.0 PIPE DATA I.E. MATERIAL DIAMETER INLET PIPE I 23.05 PVC 12" WETLANDMEDIA BED PATENTED PERIMETER VOID AREA C/L VERTICAL UNDERDRAIN MANIFOLD VEGUATION ___ ,,, PLANT ESTABLISHMENT MEDIA MANHOLE INLU PIPE 2 N/A N/A OUTLU PIPE 21.55 PVC N/A 12" INLU PIPE I ~----------t----t-----_-_-_-_-_-_-_----\ OUTLET PIPE • ., PR UREA TM ENT BIOFILTRATION DISCHARGE SEE NOTES DRAIN DOWN LINE SE£ NOTES RIM ELEVATION 26.36 26.36 26.36 SURFACE LOAD PEDESTRIAN N/A PEDESTRIAN FRAME & COVER 2EA ¢JO" OPEN PLANTER ¢JO" WETLANDMEDIA VOLUME (CY) 1.19 ORIFICE SIZE (DIA. INCHES) 4EA ¢1.36" ORIFICE SPACING (FT) 0.55 NOTES: INSTALLATION NOTES I I PLAN VIEW I C/L I I I I I 26.36 RIM/FG • ~ I • • J~ LEFT END VIEW MANHOLE T • 0, _, ... 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUfACTURERS' SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUfACTURER'S CONTRAa :~}i1le=: -~--[ffl]--!II].~~ ~ i /[IN ~, 1" I" I 1,i • ~ : ·= · · = ;57'. ~---------t~#-~;~••-:;o 'u:c;'r "'! .................. ,.__ 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUfACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE FOR VERIFYING PROJECT ENGINEER'S RECOMMENDED BASE SPECIFICATIONS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. ALL PIPES MUST BE (LUSH WITH INSIDE SUR(ACE or CONCRETE (PIPES CANNOT INTRUDE BEYOND (LUSH} INVERT or OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL PIPES SHALL BE SEALED WATERTIGHT PER MANUFACTURER'S STANDARD CONNECTION DUAi/. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION or ALL PIPES, RISERS, MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURfACE UNLESS SPECIFIED OTHERWISE. 6. VEGUATION SUPPLIED AND INSTALLED BY OTHERS. ALL UNITS WITH VEGETATION MUST /J4VE DRIP OR SPRAY IRRIGATION SUPPLIED AND INSTALLED BY OTHERS. 7. CONTRACTOR RESPONSIBLE FOR CONTACTING BIO CLEAN FOR ACT/IA TION or UNIT, MANUFACTURER 's WARRANTY IS VOID WITHOUT PROPER ACTIVATION BY A BIO CLEAN REPRESENTATIVE. GENERAL NOTES I. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS. ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT BIO CLEAN SITE SPECIFIC DATA PROJECT NUMBER 10554 ORDER NUMBER ---- PROJECT NAME KELLY ELEMENTARY MODERNIZATION PROJECT LOCATION CARLSBAD, CA STRUCTURE ID NORTHEAST UNIT PEAK BYPASS REQUIRED (CFS) -IF APPLICABLE N/K PIPE DATA IE MATERIAL DIAMETER INLE'T PIPE N 26.39 PVC a· OUTLET PIPE S 26.39 PVC 6" OUTLET PIPE W 25.32 PVC 12" RIM ELEVATION 28.73 TOP or WEIR 21.32 SURFACE LOAD PEDESTRIAN FRAME & COVER 48" X 48" NOTES: INTERNAL BYPASS DISCLOSURE: THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE MUHOD TO BE REVIE.WED AND APPROVED BY THE ENGINEER or RECORD. HGL(S) AT PEAK FLOW SHALL BE ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED fOR GUIDANCE ONLY. INSTALLATION NOTES 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUfACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT. 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIF/CATIONS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. ALL PIPES MUST BE FLUSH WITH INSIDE SURfACE OF CONCRU[. (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT or OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL PIPES SHALL BE SFALED WATER TIGHT PER MANUFACTURERS STANDARD CONNECTION DUAIL. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION or ALL RISERS, MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. GENERAL NOTES /. MANUfACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS. ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO 1-------12'~0·-------1 i---------I3•-o·---------i ELEVA TION VIEW _h,ETLAND5 THIS PRODUCT MAY B[ PROTECTED BY ONE OR MORE OF THE FOLLOWING US PATENTS: 7,425,262; 7,470,362; 7,674,378; 8,303,816; RELATED FOREIGN PATENTS OR OTHER PATENTS PENDING PROPRIUARY AND CONFIDENTIAL: TH£ INFORMATION CONTAINED IN THIS DOCUMENT IS THE SOLE PROPERTY or f'ORTERRA AND ITS COMPANIES. THIS DOCUMENT, NOR ANY PART THEREOF; MAY BE USED, REPRODUCED OR MODIFIED IN ANY MANNER WITH OUT THE: WRITTE:N CONSE:NT or (ORTERRA. INLET PIPE N I <c 28.13 RIM/FG C/L 1ti11rJ;:t>" _;j,1,-:;.~ . oun.u PIPE w PLAN VIEW C/L _JR.[_4•-0•--k•L ~ 5' -0" -------:.j ELEVATION VIEW ODU LA f1. ETLAND5 THIS PRODUCT MAY BE PROTECTED BY ONE OR MORE or THE FOLLOWING US PATENTS: 7,425,262; 7,470,362; 7,674,378; 8,303,816; RELATED FOREIGN PATENTS OR OTHER PATENTS PENDING PROPRIETARY AND CONFIDENTIAL: THE INfORMA TION CONTAINED IN THIS DOCUMENT IS THE SOLE CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS PROPERTY or f'ORTERRA AND ITS COMPAN/[S, THIS DOCUMENT, AND ACCESSORIES PLEASE CONTACT BIO CLEAN. NOR ANY PART THEREOF; MAY BE USED, REPRODUCED OR MODIFIED IN ANY MANNER WITH OUT THE WRITTEN CONSENT OF f'ORTERRA. INTERNAL BYPASS DISCLOSURE: TH[ O[S/GN AND CAPACITY or TH[ PFAK CONVEYANCE METHOD TO BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONL ~ Bio t-Clean A Forlorn, Corn 6 .Ml. BASE RIGHT END VIEW TREATMENT FLOW (crs) 0.220 OPERA TING HEAD (FT) 2.2 PRETREATMENT LOADING RATE (GPM/Sf) 1.3 WULAND MEDIA LOADING RATE (GPM/SF) 1.0 MWS-L-8-12-4 '-9 "-V STORMWA TER BIDFILTRA TIDN SYSTEM STANDARD DETAIL /J4TCH C/L 26.39 IE INN J "' _, ,.., • -r LEFT END VIEW C/L CONTRACTOR TO COLD POUR CONCRETE FLOOR UP TO ELEVATION 26.39 RIGHT END VIEW Bio t-Clean BC-D5-4-4 STORMWA TER DIVERSION STRUCTURE STANDARD DETAIL AFortwra SITE SPECIFIC DATA PROJECT NUMBER 10554 PROJECT NAME KELLY ELEMENTARY MODERNIZATION PROJECT LOCATION CARLSBAD, CA STRUCTURE ID UNIT A -BMP 1 TREATMENT REQUIRED VOLUME BASED (CF) FLOW BASED (CFS) N/A O.JJO TREATMENT HGL AVAILABLE (FT) 1.9 PEAK BYPASS REQUIRED (CFS) -IF APPLICABLE OFFLINE PIPE DATA I.[. MATERIAL DIAMETER INLET PIPE I 26.34 PVC 6" INLU PIPE 2 N/A N/A N/A OUTLET PIPE 25.34 PVC 6" PRETREATMENT BIOFIL TRA TION DISCHARGE RIM ELEVATION 29.25 29.25 29.25 SURFACE LOAD PEDESTRIAN N/A PEDESTRIAN f'RAME & COVER JEA ¢JO" OPEN PLANTER ¢JO" WETLANDMEDIA VOLUME (CY) 9.70 ORIFICE SIZE (DIA. INCHES) ¢2.11 EA NOTES: INSTALLATION NOTES 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS' SPECIF/CA T!ONS, UNLESS OTHERWISE STATED IN MANUFACTURER'S CONTRACT. 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUfACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE FOR VERIFYING PROJECT ENGINEER'S RECOMMENDED BASE SPECIFICATIONS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF WETLANDMEDIA BED 27.32 TREATMENT HGL/ UPSTREAM BYPASS PATENTED PERIMETER C/L VOID ARFA INLU PIPE/ I SEE NOTES PLAN VIEW C/L -E==a -----'<;"=j ----~=j ="='--© I VERTICAL UNDERDRAIN MANIFOLD DRAIN DOWN LINE OUTLET PIPE SEE NOTES 29.25 RIM/FG CONCRETE (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF 5•-20'-o·--------------1 -6" OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. 1---------------2 /'-0"'---------------i ALL PIPES S/J4LL BE SEALED WATERTIGHT PER MANUfACTURER'S STANDARD CONNECTION DETAIL. ELEVATION VIEW 5. CONTRACTOR RESPONSIBLE roR INSTALLATION or ALL PIPES, RISERS, h MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND /J4TCHEs TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. M 0ET0LuALNAos"· 6. VEGETATION SUPPLIED AND INSTALLED BY OTHERS. ALL UNITS WITH VEGUATION MUST HAVE DRIP OR SPRAY IRRIGATION SUPPLIED AND THIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF INSTALLED BY OTHERS. 7. CONTRACTOR RESPONSIBLE fOR CONTACTING BIO CLEAN FOR THE FOLLOWING US PATENTS: 7,425,262; 7,470,362; ACTIVATION or UNIT. MANUFACTURER'S WARRANTY IS VOID WITHOUT 7,674,378; 8,303,816; RELATED FOREIGN PATENTS OR PROPER ACTIVATION BY A BIO CLEAN REPRESENTATIVE. OTHER PATENTS PENDING GENERAL NOTES PROPRIETARY AND CONFIDENTIAL: VEGUATIQN....__,.,,,~ PLANT ESTABLISHMENT MEDIA • <::, ~~ • • <::, "' -, I ' -... 6"_J'-+--___ -_ --t--8'-0"~-=al -1 .... ------9'-o"-------,I- LEFT END VIEW 6_MI .. BASE RIGHT END VIEW TREATMENT FLOW (CFS) OPERA TING HEAD (FT) PRUREATMENT LOADING RATE (GPM/SF) WETLAND MEDIA LOADING RATE (GPM/SF) T ~ _, ,.., 0.330 1.9 1.9 1.0 I. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DUA/LING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEAS[ CONTACT BIO CLEAN. THE /Nf'ORMATION CONTAINED IN THIS DOCUMENT IS THE SOLE PROPERTY OF FORTERRA AND ITS COMPANIES. THIS DOCUMENT, NOR ANY PART THEREOF, MAY BE USED, REPRODUCED OR MODIFIED IN ANY MANNER WITH our THE WRITTEN CONSENT OF rORTERRA. Bio t-Clean MWS-L-8-20-3'-10"-V STORMWATER 8/0FIL TRA TIDN SYSTEM STANDARD DETAIL AForlomCorn 11 AS BUILT" RCE __ _ EXP, ____ _ DATE REVIEVED BY, INSPECTOR DATE 1---+---+-------------+--+--;----t-----i I SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT ;::G:::::R::::A:::::D:::::IN::::G;,::P:;:L=A::::N:::::S::::::::F::::O:::::R:=· =========:::..::==::::::; GR2020-0030 DETAILS l----+----11-----------------+---+---t---t----1 1-A_P_P_Ro_v_E_o_: __________ J_A_s_o_N s. GELDERT . DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: SA PROJECT NO. DRAWING NO. CHKD BY:___ PD2020-0046 RVWD BY: DocuSign Envelope ID: C8F3D3EA-CBB5-4AE4-B112-C986ED4C746E 6/11/2021 KELLY ELEMENTARY SCHOOL MODERNIZATION 1817 527-6A 01DETENTION SYSTEM (BMP 3)NTS 05/11/2021 JSTDER ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/22 ACO STORMBRIXX SD TANK 3 12,748 cu-ft provided= 0.293 ac-ft TANK STRUCTURAL VOLUM~T; .,,..-----O 293 ac-ft provided storage> 0 259 ac-ft required storage TOTAL HOLDING VOLUME ~ . . NUMBER OF LAYERS= 1.5 12" INLET PIPE {l CONNECTION c_-= TWO ACO STORMBRIXX SD TOP COVERS PER HALF MODULE PT# 314092 STORMBRIXX SD ACCESS PLATE PT# 314075, EXTENSION SHAFTS PT# 314038, AND DUCTILE IRON COVER PT# 314043. \ TYPICAL OF 4 LOCATIONS. \ "======s=s=='========;t-~-t----t-~---t---t-~---t------i-~-t---,---t-~-t-,----t-~---t--,,---t-~---t---,---t-~-t---,---t-~-t-,----t-~---t---,-t-~--t----,---t-~I l-!\ 18'" OUTLET PIPE CONNECTION ACO STORMBRIXX SD HALF MODULE PERIMETER OF STORMBRIXX SD SIDE PANELS; PT# 314091. PT# 314090 IMPERMEABLE GEOMEMBRANE AND GEOTEXTILE FABRIC AROUND ENTIRE SURFACE AREA OF TANK. KELLY ELEMENTARY SCHOOL CARLSBAD, CA STORMBRIXX PLAN VIEW SYSTEM SD LAYER(S) 1.5 DRAWN BY: EMAIL: REVISIONS GENERAL NOTES JJ DATE 11/18/20 SHEET NO. SHEET 2 OF 2 Jason.Jonke@aco.com NO. DESCRIPTION CHECKED BY: ~ INCREASED CAPACITY DESIGN SERV. NO. REV. 1201437C A 1. IT IS CUSTOMERS RESPONSIBILITY TO ENSURE THAT EACH PRODUCT IS FIT FOR IT'S INTENDED PURPOSE AND THAT THE ACTUAL CONDITIONS ARE SUITABLE. 2. IT IS THE CUSTOMERS RESPONSIBILITY TO FOLLOW ACO. INC. INSTALLATION INSTRUCTIONS FOR EACH PRODUCT. SEEK ENGINEERING ADVICE FOR INSTALLATIONS NOT ILLUSTRATED IN THE INSTALLATION GUIDELINES. 3. FOR FURTHER PRODUCT INFORMATION, CUT SHEETS, SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. PLEASE VISIT US AT OUR WEBSITE: ACOSTORMBRIXX.US STORMBRIXX NOTES 1. ALL FABRICATIONS TO BE COMPLETED BY INSTALLING CONTRACTOR. HE/SHE TO VERIFY THE ENTIRE SCOPE OF STORMBRIXX SD HAS BEEN PROVIDED FOR THIS PROJECT. 2. DIMENSIONS ARE FROM OUTSIDE TO OUTSIDE. 3. LAYOUT IS BASED ON SHEET C7 PROVIDED TO THE ACO, INC. TECHNICAL SERVICES DEPARTMENT. 4. THIS PLAN VIEW REPRESENT ONE OF 4 STORMBRIXX SD HALF LAYER ORIENTATIONS REQUIRED FOR THIS TANK. FOR COMPLETE, BRICK - BONDABLE INSTALLATION DRAWINGS, PLEASE REQUEST THIS SERVICE FROM THE ACO, INC. SALES DEPARTMENT. 5. THE NUMBER OF ACCESS/INSPECTION LOCATIONS DISPLAYED ARE RECOMMENDATIONS, AND MORE/LESS CAN BE ADDED WITH EASE VIA REVISION. 6. ACCESS PLATES OCCUPY THE EQUIVALENT PROFILE OF HALF OF ONE HALF MODULE AND MUST BE SURROUNDED BY BRICK BONDED MODULES. ACCESS PLATES CAN BE PLACED ANYWHERE BESIDES THE EDGE OF THE SYSTEM. 7. HOLDING CAPACITY OF ONE FULLY ASSEMBLED STORMBRIXX SD MODULE= 22.54 CF INSTALLATION NOTES 1. ALL FABRICATIONS TO BE COMPLETED BY INSTALLING CONTRACTOR. 2. 3. 4. 5. 6. EXCAVATE AWAY FROM TANK'S PROFILE PER OSHA STANDARDS. UP TO 18" PIPE CONNECTIONS CAN BE CORED DIRECTLY INTO STORMBRIXX SD SIDE PANELS. USE LAYER CONNECTORS TO RESTRICT SHEARING MOVEMENT BETWEEN BRICK-BONDED LAYERS/HALF LAYERS. USE LAYER CONNECTORS TO ADHERE ACCESS UNITS TO BRICK-BONDED HALF MODULES. A VOID AREA EQUIVALENT TO HALF OF ONE HALF MODULE IS PRESENT UNDER EACH ACCESS PLATE. KELLY ELEMENTARY SCHOOL CARLSBAD, CA STORMBRIXX NOTES 7. IRREGULAR TANKS -TRIM SIDE PANELS A CORNER JUNCTIONS FOR EXACT FIT. DRAWN BY: JJ DATE 11/18/20 SHEET NO. SHEET 1 OF 2 SYSTEM SD LA YER(S) 1.5 EMAIL: REVISIONS Jason.Jonke@aco.com NO. DESCRIPTION CHECKED BY: /A INCREASED CAPACITY DESIGN SERV. NO. REV. 1201437C A DATE 02-05-21 DATE 02-05-21 - Ill ACO, INC. BY JJ WEST SALES OFFICE 825 W BEECHCRAFT ST. CASA GRANDE, AZ. 85122 Tel. (888) 490-9552 Fax (520} 421-9899 EAST SALES OFFICE 9470 PI NECONE DRIVE MENTOR, OH 44060 Tel. (800) 543-4764 Fax (440) 639-7235 www.acousa.com SOUTHEAST SALES OFFICE 4211 PLEASANT RD FORT MILL SC 29708 Tel. (800)-543-4764 Fax(803~802-1063 ALL DRAWINGS ARE AS ACCURATE AS THE INFORMATION SUPPLIED. ALL REASONABLE CARE HAS BEEN TAKEN IN COMPILING THE INFORMATION WITHIN. PLEASE REVIEW THIS INFORMATION FOR ACCURACY. Ef 0 APPROVED O REVISEANDRESUBMIT ~ S:NA::ROVED AS NOTED O REJECTED Ll!!',' /,1/,/;£_~~;::;;::;;::;;r:J:> DATE: ____ _ COMMENTS: BY JJ WEST SALES OFFICE 825 W BEECHCRAFT ST. CASA GRANDE, AZ. 851 22 Tel. (888) 490-9552 Fax (520) 421-9899 v SHEET INDEX SHEET NO. 1 2 DESCRIPTION STORMBRIXX PLAN VIEW TRENCH DRAIN LAYOUT Ill ACO, INC. EAST SALES OFFICE 9470 PI NECONE DRIVE MENTOR, OH 44060 Tel. (800) 543-4764 Fax (440)639-7235 www.acousa.com SOUTHEAST SALES OFFICE 4211 PLEASANT RD FORT MILL. SC 29708 Tel. (800)-543-4764 Fax (603)--802-1063 11 AS BUILT" RCE __ _ EXP. ____ _ DATE REVIEVED BY, INSPECTOR DATE l---+----+-----------+---+-----+l-----+----11 SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT ;::G::::R=A:::D:::IN=G'.,.::P::L=A=N::::S::::::F=OR::::·==========-.:::::==::: GR2020-0030 DETAILS 1----+----f-----------------+---+----f1-----f----1 1-A-PP_R_o_v_E_o_: __________ J_A_s_o_N s. G:~:RT I DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: SA CHKD BY: __ _ RVWD BY: PROJECT NO. PD2020-0046 DRAWING NO. DocuSign Envelope ID: C8F3D3EA-CBB5-4AE4-B112-C986ED4C746E 6/11/2021 KELLY ELEMENTARY SCHOOL MODERNIZATION 1818 527-6A 05/11/2021 JSTDER ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/22 I I ... ~,9 1B2,_"f?2 .. ,.,.1, " ~& ~ ~ .. ~~ ~ / ~ I ~p : ~\\\~ ... / ~· : ~i 1 \\\ ~ i\\ "{• ~u.~tf m\\\ \ \ \ •• ~~\~\\ \\i~ ~- \~~ ~~ \ / ~c-~\ I\,, ~11 ) • " " r--_,,_----0S:> / _!,,/ h-/II! I r /-.----------=-- r l 1; R /4~ ///JI;! /0 • ✓ I l/1111!1 I _, l I I ( I (1 ( //?/ -) \ \ \\11 ( -_);;) i, 111)))1/1,v .tto, " :;----...._ 2 ''ll" JI J1.79 X 20.,s X -,.,. X 19.1f1 X \ JT':/1 " ..,., X BLOGG (MPR) (E) RELO AT ABLE BL GS 40 41 47 2\Ji ~8 ---------,. ~62 ..,,, X ,, . '\101/ 43 ,.,. ,.,. ~ X " 19.2£1 X • ..,,., " ----....._ ..,,. " \ ..,,, ..,,, ) " " ) "°5c20 ,.., X EIHE EIHE 2 --:u ? • 21,IJ " 21.fJ " ,, 20, " 0 .._,. □ ,.,. " • / • I X ) 21.75 X C " "· • 2-,,,,. " • 21.,. X zs:, ><'" a,x:13 ,. .,, .. ,. " , ,. 4,fJ u:r·· ,,., " ~ )' x . .. X • \ '\~ 191' • "' ~ ';,, '· " I 2,.2e; " -------- 1/1 I 1, f11 rri . ~~ 11 j SCALE: 1" = 40' PARTY RESPONSIBLE FOR MAINTENANCE: NAME CARLSBAD UNIFIED SCHOOL DISTRICT ADDRESS 6225 EL CAMINO REAL CARLSBAD CA 92009 PHONE NO. 1760) 331-5000 PLAN PREPARED BY: NAME KATHEREEN SHINKAI P.E. ;{(46 :7r A ~"'· SIGNATURE COMPANY~L_._P .. A-"'IN""'C~---- ADDRESS 5301 CALIFORNIA AVE . SUITE 100 IRVINE CA 92617 PHONE NO. 1949} 261-1001 BMP NOTES: 1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS OR THESE PLANS. 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 SWMP FOR ADDITIONAL INFORMATION. BMP BMP ID# BMPTYPE SYMBOL CASQA NO. QUANTITY TREATMENT CONTROL CD-® BIOFILTRATION E=l 2EA. VAULT @-® TREE WELLS 111111 3EA. HYDROMODIFICATION CD DETENTION 11111111 1 EA. SYSTEM SOURCE CONTROL @ TRASH ENCLOSURE w SD-32 1 EA. WITH ROOF ®-@ STENCILS NO DUMPING SD-13 28EA. DRAINS TO LAGOON * 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 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 PERMANENT 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. TABLE DRAWING NO. SHEET NO.(S) INSPECTION * MAINTENANCE * FREQUENCY FREQUENCY 527-6A 8, 16 ANNUALLY AS NEEDED 527-6A 5,6 MONTHLY AS NEEDED 527-6A 8, 17 SEMI-ANNUALLY AS NEEDED 527-6A 8 WEEKLY AS NEEDED 527-6A 7,8 ANNUALLY AS NEEDED 11 AS BUILT" RCE___ EXP, ___ _ REVIEVED BY, INSPECTOR DATE DATE 1---1----+------------+--+---+--+------I I SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 1------+---+----------------1-----+--+-----+--.... ;::G::::R=AD::::I::::N:::'.,G..::P::::L=A=N::::S=F::::O::R=: ========:::::'...:==::::::: GR2020-0030 SINGLE SHEET BMP SITE PLAN l------+--+----------------1----+--+-----+----I 1-AP_P_R_o_v_Eo_: __________ JA_s_o_N s. GELDERT . DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: SA PROJECT NO. DRAWING NO. CHKD BY:___ PD2020-0046 RVWD BY: DocuSign Envelope ID: C8F3D3EA-CBB5-4AE4-B112-C986ED4C746E 6/11/2021