Loading...
HomeMy WebLinkAboutDWG 532-9A; MS 16-01; PACIFIC WIND; 01-09SANTA FEBLVDLA COSTA AVE RANCHOREAL CANNON PALOMAR CARLSBADAVIARA PK W Y . AIRPO R T INTERSTATE HIGHWAY 78 RD. EL CA M I N O ROA D ROAD ALGA ROAD SCALE NOT TOCOLLEGEBL.COLLEGEBLVD.DWG 532-9A 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 DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. 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 CERT/FICA TE OF INSURANCE AS 14£1.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 $2,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HA VE A RA TING 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 T/1LE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET. (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 12. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE " EARTHWORK SPECIF/CATIONS " ATTACHED TO THE PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 1J. A PRECONSTRUCDON MEEDNG SHALL BE HELD AT THE SITE PRIOR TO THE BEG/NNING OF WQRK AND SHAii BE ATTENQW BY All REPR£SENTADVES RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 4J8-J891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. A COPY OF THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 14. Al I INSPECDON REQUESTS OTHER THAN FOR PRECONS1Rl/CDON MEEDNG ltfl I BE MAQE BY CAIi ING THE ENGINEERING 24-=HQIIR INSPECDQN RFQltEST I /NE AT (7601 438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIQR TO 2: 99 P,frl. 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 CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 16. THE CONTRACTOR 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 EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITLE 8 CAUFORNIA AQMINIS1RA TIVE CODE, THE PLAN SHAU, 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 APPLICATION FOR BLASTING PERMIT 14£1.L IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 18. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY. AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 19. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND 6: 00 P.M. EACH DAY. MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 20. ALL Off-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CQNIRACTOR 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 RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 22. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES 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 CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 25. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY 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. 5J2-9L, AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. D. \DRAWING FILES\llllE SHEElS\GRADING TITLE SHEET.DWG REVISED:02/15/17 28. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 29. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. JO. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE sumctEN1L y AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. JI. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (DIG ALERT) 811 SDG&E ~800)411-7J4J AT&T 619)237-2787 SPECTRUM CABLE 800)227-2600 COX COMMUNICATIONS 619)262-1122 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980 CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722 J2. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS { 15. 16. 120 A. 8/ CARLSBAD MUNICIPAL CODE. B. 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 CONTROL, SLOPE PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. ( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. (5) PERMANENT STRUCTURAL BMP /NSTALLA TION CERT/FICA 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 CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION 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 RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: SWS ENGINEERING, INC. ADDRESS: 1635 LAKE SAN MARCOS DRIVE, SUITE 200 CITY, STA TE: SAN MARCOS, CA TELEPHONE: (760)744-0011 ~-DATE: 12-20-2021 BY: M/0/AELD. SCH TZER R.C.E. NO.: 59658 REGISTRATION EXPIRATION DATE: 12-J1-202J SOILS ENGINEER'S CERTIFICATE I, JOHN P. LEUER, A REGISTERED GEOTECHNICAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF JULY JI, 2014 AND JUNE 2J, 2015. TWO COPIES OF THE SD/LS REPORT COMPILED FROM THIS STUDY. WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. JOHN P. LEUER G.E. NO.: 2030 DA TE: 12-20-2D21 LICENSE EXP/RATION DA TE: 9/J0/2J 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-REGULATED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER (QSP) HAS BEEN OR WILL BE kEfAINED TO SUPERVISE IMPLEMENTATION OF THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND MUNICIPAL PERMIT, LA TEST VERSION. HARDING STREET NEIGHBORS. L.P., A CALIFORNIA UM/TED PARTNERSHIP C&C HARDING STREET. LLC, A CALIFORNIA UM/TED LIABILITY COMPANY BY: TODD R. COT1LE, MEMBER SOURCE OF TOPOGRAPHY 12-20-2021 DATE TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY PHOTOGRAMMETRIC METHODS FROM INFORMATION GATHERED ON 2/19/IJ BY SO CAL CIVIL SOLUTIONS, INC. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION AND ASSESOR'S PARCEL NUMBERS THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBERS: 204-291-14, 204-291-19 THRU 27, 204-292-02, 204-292-10 THRU 14 AND 204-292-16 THRU 22. THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 2001 E 622& EROSION CONTROL NOTES (FOR REFERENCE ONLY -SEE SWPPP) 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TODD R. COT1LE AT (714)288-7600 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 FAG/LITA TE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. J. FOR PROJECTS COVERED BY STATE SWPPP/WDID, IN ACCORDANCE WITH THE CONSTRUCTION ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN THE WATER POLLUTION CONTROL (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 CONSTRUCTION BMP'S BEYOND THE ORIGINAL APPROVED SWPPP 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 DEVELOPER AND THE CITY INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR EROSION CONTROL 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 FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FIFTY PERCENT (50%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH J/4 INCH MINIMUM AGGREGATE. 11. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION J5.02J OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL SITE VICINITY CITY OF OCEANSIDE . . PACIFIC OCEAN MAP '.J 7 ~ ~rrv OF VISTA CITY OF SAN MARCOS Lr-....~~-4 u__ - CITY OF ENCINITAS --s:--- INDEX OF SHEETS 200 100 0 200 , , PLANTING AND IRRIGATION if, ALL PERMANENT AND TEM~_iy~E~m:~&mnNG ~~ 1fflf:g) SHALL BE INSTALLED -.1.~r=:-sH-=T 4 &: ~ ' --~ INTE~e _-;-7 I 'if d .... ~ AND MA/NTA/NED AS REQU/RED /N SECT/ON 212 OF THE STANDARD SPEC/FICAT/ONS AND THE FOLLOWING; II 1---~ -c~ -~ -.:;; A. HYDROSEEDING SHALL BE APPLIED TO: c~-,_:____'i_ ~ ,"1SHT 5 &: 7' ~ ..._ 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: -1 ,1, -'T --:, i'-+ ' u 11•,-u r· . ~ ~ ::::::,....__ I a. mREE FEET OR MORE IN HE{GHT AND ADJACENT TO A PUBLIC WALL OR STREET. '= 'LJ-{7>ff-~";jr; ~-:_ -=---:c· I~-"--;---~,-~ , {:,J ~ ;:)laJI...:_ -5\ f-7!-f ~, t'~/L-.. -f/-'-;j ~ I b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. · ~t "'1;~ ,' c; [t --~ '::,II ~ ,, c · ~ ~I 1 2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: 'j'Ji!;ffifflf ·' 1 -~1 ,, _ \Mt ~',Li :C ';; · ,-._., ' ;z T a. NOT SCHEDULED FOR IMPRO\IEMENTS(CONSTRUCTION OR GENERAL z ~~.£,.i+-'oi 1r~ilfti, ,~if-u-~-<,.· -·j i'I 'uJ I .u.. ; '! LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. w -r ~i 1 '' ' ~I , u · • • b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY > , ,-__L--, 1 1 I 1= 1 " lf-=c J:,, ' , ; VISIBLE TO THE PUBLIC. !,re cP I D c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER B ,_ 1 • -I :ffil [J1••• ' • I THAT WARRANTS IMMEDIATE TREATMENT. z - • - --t:-IIIH!I ' 771 'll ·: ·: : C!) I I ll.!: ' I 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: SHT 2,3&:9 .Jl a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM M QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION / SPRINKLER HEADS PROVIDING 100% COVERAGE. / C: i □ JEFFERSON STREET 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 /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM. 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 LEGAL DESCRIPTION LOTS 1 TO 7, LOT 10, AND LOTS 24 TO JJ INCLUSIVE, AND PORllONS OF LOTS 8, 9, 11, 12 AND 1J OF PALM VISTA IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP NO. 2969, FILED IN THE: OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. MARCH 16, 1953. TOGE1HER WITH THE NORTHEASTERLY HALF OF HARDING STREET ABUmNG LOTS 1 THROUGH 1J, INCLUSIVE AND THE SOUTHWESTERLY HALF OF HARDING STREET ABUmNG LOTS 26 THROUGH J6, INCLUSIVE OF SAID MAP NO. 2969, WHICH UPON VACA llON WOULD REVERT TO SAID LAND BY OPERAllON OF LAW. LEGEND -CONT. WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS. AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS J. THIS SET OF PLANS 4. RESOLUTION NO. 72JJ DATED APRIL 19, 2017 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY LOR GEOTECHNICAL GROUP, INC. DA TED JULY JO, 2014, INFILTRATION FEASIBILITY INVESTIGATION DATED JUNE 2J, 2015 & UPDATED LETTER DATED JUNE 17, 2021 & UPDATED LETTER DATED NOV. 11, 2021. 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 PERMIT CDP 16-04 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED NIA 10. STORM WATER POLLUTION PREVENTION PLAN PREPARED SOUTH COAST EROSION CONTROL, DATED DECEMBER 9, 2021. WDID NO. 9 J7CJ95411. 11. STORM WATER QUALITY MANAGEMENT PLAN PREPARED BY SWS ENGINEERING, INC. DATED DECEMBER 20, 2021. 12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. LEGEND DESCRIPTION PROPERlY LINE RIGHT OF WAY LINE PAVEMENT 8" STORM DRAIN PIPE 1 o• STORM DRAIN PIPE 12" STORM DRAIN PIPE 15" STORM DRAIN PIPE 6" PVC STORM DRAIN PIPE 2x2 BOX INLIT DWG.NO. SEE SHEET 3 SDRSD D-60 SDRSD D-60 SDRSD D-60 SDRSD D-60 SEE SHT. 8 3x3 BOX INLIT SEE SHT. 8 SYMBOL -P/L--- - - - - R/W □ □ SD SD SD SD - - - - 6" ROUND LANDSCAPE AREA DRAIN BASIN SEE DETAIL SHT 8 0 3" STORM DRAIN PIPE AND AREA DRAIN AREA DRAIN DAYLIGHT TO CURB DOWN SPOUT SIDEWALK UNDERDRAIN SDRSD D-27 DEMOUNTABLE POST SDRSD M-16 ---·---------·--.. • 4' BLACK POLY VYNYL COATED CHAIN LINK FENCE SDRSD M-06 11 11 11 11 11 RETAINING WALL SDRSD C-01 • - - - - - -• HEADWALL RIP RAP PAD INFILTRATION BASIN EXISTING CURB AND GUTTER EXISTING CONTOURS EXISTING PED. RAMP EXISTING STREET LIGHT EXISTING WATER EXISTING FIRE HYDRANT EXISTING MANHOLE EXISTING VALVE SDRSD D-32 SDRSD D-40 ~ - SEE DETAIL SHT 8 ~ ••••• • • 1 =~==~ -==-(Is -Al\ t1 --;w)-- . , Fl( © wv· QUANTITY 312 L.F 62 L.F 106 L.F .. 275 L.F .. 1342 L.F. 6 EA. 3 EA. 37 EA 23 EA. 2 EA. 2 EA. 84 L.F. 5 EA 6 EA. 3,962 SQ. FT. b. 20 lbs. PER ACRE OF ZORRO FESCUE c. J lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA DESCRIPTION DWG.NO. d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOUA SYMBOL QUANTITY EXISTING SEWER EXISTING GAS -··· --cs➔ (G)- 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 IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART. FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 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 COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIEN1L Y FRIABLE. J" AC OVER 8" AB MIN. (PARKING STALLS) J" AC OVER 8" AB MIN. (DRIVE AND FIRE LANE) 4" PCC SIDEWALK 6" PCC OVER 6" CLASS 2 AB FLOW LINE PROPOSED CONTOURS DAYLIGHT LINE CUT/FILL LINE SDRSD G-07 & G-09 Vi ··1 i,-_: -I ----c>···--- ....---11-----11----, 1- EARTHWORK 9UANTITIES DEVELOPER NAME: CUT: 2.250 CY FILL: 2,250 CY HARDING STREET NEIGHBORS, LP ADDRESS: 29,781 SF 23,685 SF 17,502 SF 48J SF EXISTING POWER POLE EXISTING GUY WIRE EXISTING LIGHT POLE EXISTING SIGN PRIVATE WATER (BY SEPARATE PERMIT) PRIVATE FIRE HYDRANT (BY SEPARATE PERMIT) WATER DCDA FIRE SERVICE (BY SEPARATE PERMIT) PRIVATE SEWER (BY SEPARATE PERMIT) SEWER CLEAN OUT (BY SEPARATE PERMIT) LEGEND -CONTINUED AT LEFT -PP ... ~pp t --+ 1111""] - ---0 STRUCTURAL (POST-CONSTRUCTION) BIIP TABLE w s EXEMPT FROM HYDROMODIFICA TION? STORMWA TER REQUIREMENTS THAT APPLY: □ STANDARD STORMWATER REQUIREMENTS [Z] PRIORITY PROJECT REQUIREMENTS [Z] YES (SEE Sl™P FOR DOCUMENTATION) D NO TYPE DESCRIPTION OWNERSHIP KAINTENANCE SHEET NO. MAINTENANCE c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: IMPORT: 0 CY 0 14211 YORBA STREET. SUITE 200 ,__ ____ _,_ _____ __,_ _____ _,_ ______ .J..._ ___ _,_ __ AGREEMENT FREQUENCY 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 PROJECT IS PERMANEN1L Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS 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 CONTROL PRODUCT (RECP) SHALL BE INSTALLED PER EC-7 IF THIS REQUIREMENT CANNOT BE MET. JUTE, EXCELSIOR OR STRAW BLANKET IS UNACCEPTABLE. G. SHOULD GERM/NATION OF HYDROSEED FAIL TO PROVIDE EFFICIENT COVERAGE (NO LESS THAN 70%) PRIOR TO OCTOBER 1, THE SLOPES SHALL BE STABILIZED BY AN APPROVED RECP. JUTE, EXCELSIOR AND STRAW 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. EXPORT: CY REMEDIAL GRADING: STRUCTURAL AREAS: 11,500 CY PARKING/DRIVE AISLES: 2,JOO CY LANDSCAPING AREA: 450 CY TOTAL: 14,250 CY BASIS OF BEARINGS CITY OF CARLSBAD CONTROL STATIONS CLSB-141 ANO CLSB-119 PER ROS 17271. I.E. N 66'04'J2' E BENCH MARK TUSTIN, CA 92780 PHONE NO.: (714)228-7600 REFERENCE DRAWINGS CITY OF CARLSBAD DWG 106-2, DWG 1JJ-1, DWG 1J4-J, DWG 141-1, & DWG 360-1 DESCRIPTION: CITY OF CARLSBAD CONTROL STATION CLSB-141. A 2 1/2" DISC IN SE COR. OF VAULT ADJACENT TO THE NE COR. OF THE: NORTHBOUND COAST HIGHWAY 101 BRIDGE. ELEVATION: = 26.518 DA TUM: NGVD29 INF-1 INFILTRATION HARDING STREET (TC-11) NEIGHBORS, L.P. TREE WELLS INFILTRATION HARDING STREET (TC-J2) NEIGHBORS, L.P. TOTAL LOT AREA = 4. 77 AC TOTAL DISTURBED AREA = 4.58 AC (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAfflC, SOIL/GRA \/EL PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS) TOTAL REPLACED IMPERVIOUS AREA = 124,631 SQ FT TOTAL NEW IMPERVIOUS AREA = 21,065 SQ FT YES 4,5,8 MONTHLY & AFTER STORM YES SEE DWG MONTHLY & 532-9 AFTER STORM II AS BUILT" RCE __ _ EXP. ___ _ DATE REVIE'wED BY• TOTAL PROPOSED IMPERVIOUS AREA = 145,696 SQ FT INSPECTOR DATE PROJECT ADDRESS HARDING STREET AND CAROL PLACE CARLSBAD, CA ~-~ ~:!,~ER~N?1~:p:~~N~, !u~S; I SHlET I cr1xIN~frNGCD~~R¼~~AD I SH9TS I 1635 Lake San Marcos Drive, Suite 200 l-----lt----+----------------1----1----1----1----1 ~G=RAD=IN::::::'.G.::::P=LANS==ro=R:=· =========-===:::! SHEET INDEX T/1LE SHEET 1 DEMOLITION PLAN 2 HORIZONTAL CONTROL AND PAVEMENT PLAN J GRADING PLAN 4 GRADING PLAN 5 UTILITY PLAN (REFERENCE ONLY) 6 UTILITY PLAN (REFERENCE ONLY) 7 NOTES AND DETAILS 8 BMP SITE PLAN 9 San Marcos, CA 92018 PACIFIC WIND P: 160-144-0011 SAN DIEGO · NASHVILLE PHOENIX (CAROL AND HARDING NEIGHBORHOOD REDEVELOPMENT) r~·:c .. :F • .:_:, :.;l;._j,:,w·:,..:.:"",;:._t;..'.'.l.;;~ .!l."'.":iE:71 ~7:1 ~:::;7'.~::;::E'::R:'"·':~::'Ff' "':'.-w~· O:::R::" K:711.l..'-'""''l..." -----4-1-_-_-_-_--11-_-_-_---.1-1-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_---.1-1-_-_-_-_-~1-_-_-_-_11-_-_-_-_-_j➔_-_-_-_-_J-1 ~"'~2'~02~1 ~0~02§!!8====:::!T!:!ITI.:!:E~S!!:H!:§E§:ET:!:::::=====:::! APPROVED: JASON S. GELDERT /£JG{/ MICHAEL D. SCHWEl1ZER, P.E. P.E. 59658 EXP 12-31-23 12-20-2021 DATE DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DAlE INITIAL DAlE INITIAL OTHER APPROVAL CITY APPROVAL ENGINEERING MANAGER RCE 63912 EXP. 9/30/22 DAlE RVWD BY:-~-l __ P_R_o_JE_c_T_N_o_. --'II DRAWING NO.I CHKD BY: [)[R MS 16-01 .. _ TK/JN DocuSign Envelope ID: 6CCBE995-7B13-48F3-BBC7-7A56C8B36C1A 1/19/2022 DWG 532-9A IB"40'1s"f: '\ I \ ) I N WV IJ/,94• P/L .,_/ I IJ[p)!Nf ::l@'4Jc:lW:lc ~ {§ I " IP©lfl! rlfl!JJl[;r :Zl@, '/rl{JaJJ/lilJ /LJJIIII@§ llil/JJIP '---.. E- ---81 I I 1· I I. I . \ L ~ o ::lf)J;/W I \ I I DEMOLITION LEGEND AND NOTES CD .:-:;'.,;/t/:;:; REMOVE EXISTING ASPHALT PAVEMENT ::,,:·:-1·;·_,.,:;~,;, ~·· ® f. ; , . : : . ·] REMOVE EXISTING CONCRETE 01::::::::{{}:}}I REMOVE EXISTING DRIVEWAY '1U5 Ui/JJ!f/@I © I / ;// I REMOVE EXISTING BUILDING AND FOUNDATION PER BLDG DEMO @ · -. . REMOVE EXISTING STRUCTURES • @ ---SAWCUT EXISTING 0 REMOVE EXISTING POWER POLE BY OTHERS @ REMOVE EXISTING UTILITY METERS/BOXES BY OTHERS @ REMOVE EXISTING WALL @) IE )( )( REMOVE EXISTING FENCE ---' ------'---.. ----- --87~ .. -~ ---1 ~ -64-~,~-.. -- ~ r.:_n_ @ * 0 REMOVE EXISTING TREES AND BUSHES @ PROTECT EXISTING UTILITY IN PLACE @ PROTECT IN PLACE WATER AND SEWER MAINS, NO WORK OVER WATER FACILITIES AND WITHIN WATER EASEMENTS @-----s --REMOVE EXISTING SEWER LINE @----w-REMOVE EXISTING WATER LINE - ---s -EXISTING SEWER ------<·W)-EXISTING WATER {G)-EXISTING GAS --SD -EXISTING STORM DRAIN ----l(-----l(-----l(-)(-EXISTING FENCE TO REMAIN ~-~~~~ EXISTING RETAINING WALL TO REMAIN PROTECT IN PLACE DI • ----✓- p /L S22'J5'52"£ 604.9J' --=:::::::: ........... ............ ........... ............ ............ -·-·-· I . I . L . . :;i I 10 N2B7J7'05"W 402. 76' F---~ I I I NOTES: r-- / ----- I I r.:--------::i l l : I I ____ INTERSTATE-s ----------------------·------63 ---- -------- ----1 --------* ----- ...... ,., .. . . .. . . . . .... . ....... ....... . . . .. . . . . ..... . ....... ...... . . . .. . . . . ..... . ....... ······· ............. ==---...... ....... ...... . E-,-,+f+---t/" - IZZ 11,,,.--r6J .... r.:------:/4--.Hl;~'n" ~ 1 I I C • • L--- ii; -~ ~ ----- \ ~ 30 15 0 30 60 90 REMOVAL OF STRUCnJRES REQUIRES A BUILDING PERMIT FROM THE BUILDING DIVISION. ---------~ ANY WORK WITHIN THE ROW OR PUBLIC EASEMENTS WILL REQUIRE A RIGHT-OF-WAY PERMIT. PROVIDE PEDESTRIAN ACCESS AS SOON AS POSSIBLE AFTER THE REMOVAL OF THE DRIVEWAYS. EASEMENT NOTES: £ EASEMENT TO SAN DIEGO GAS & EI.ECTRIC CO. RECORDED JULY 22, 1953 IN BK 49JO, PAGE J46, O.R. ti:. ACC£SS RIG/HS TO INTERSTATE 5 REI.JNQUISHED PER DOCUMENT NO. 64674 RECORDED MAY 9, 1967 ACCESS RIGH1S TO OR FROM STRID. HIGHWAY OR FREEWAY ABUmNG SAID LAND REI.JNQUISHED PER DOCUMENT NO. 99417 RECORDED JULY 10, 1967 ACCESS RIGH1S TO OR FROM STRID, HIGHWAY OR FREEWAY ABUmNG SAID LAND REI.JNQUISHED PER DOCUMENT NO. 127829 RECORDED AUGUST 24, 1967 RT SWS ENGINEERING, INC. DIAL TOLL FREE 1-800-422-4133 AT LEAST lWO DAYS BEFORE YOU DIG CIVIL ENGINEERING • LAND PLANNING • SUR VE YING 1635 Lake San Marcos Drive, Suite 200 San Marcos, CA 92078 P: 760-744-0011 -----7 c::J SCALE IN FEET GRAPHIC SCALE II AS BUILT" RCE __ _ EXP, ___ _ REVIE'wED BY• DATE INSPECTOR DATE ~ CITY OF CARLSBAD I SHE9ETS I 1-----+--+----------------1----+--+----+----1 ~ ENGINEERING DEPARTMENT l-----+--+----------------1----+--+----+----I GRADING PLANS FOR: t-----+------1----------+--+----+-------1,---------1 PACIFIC WIND 1-----+--+----------------1----+--+----+----1 (CAROL AND HARDING NEIGHBORHOOD REDEVELOPMENT) 2021-0028 DEMOLITION PLAN ENGINEERING MANAGER RCE 63912 EXP. 9/30/22 DAlE UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SAN DIEGO -NASHVILLE -PHOENIX DAlE INITIAL DA 1E INITIAL DA 1E INITIAL RVWD BY:---,-- CHKD BY: D[P, PROJECT NO. II DRAWING NO.I MS 16-01 __ . ;>\ff· Inn "'.'I /" Ci·•F,-, <--rPr lrrr~- =-_E. Z; \J·•,;_i:,,.;,~\.2.J::: \:!.' -11 --RCD\C~•-,:;l1 ,:,\:::r\2· -I -~ ,cr-c.2->::W.J,,J,,.;',I ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL TK/JN DocuSign Envelope ID: 6CCBE995-7B13-48F3-BBC7-7A56C8B36C1A 1/19/2022 DWG 532-9A I r-- ~ \ \ ♦ I\ \ I [ I ----------- I iv' I I I \ -------- JEFFERSON STREET ASPH. . ~ ~ . SWS ENGINEERING, INC. • E "' ' LI< I c: Jo11 . '.J. FILE Z · Frn edcc CIV!l. ENGINEER.ING • LAND Pt.ANNING e SUR VEYlNG 1635 Lake San Marcos Drive, Snit, 200 San Marcos, CA 92078 P: 760-744-0011 2929 E. Camelback Rd., Suite 114 Phoenix, AZ 85016 P: 620-902-5866 by-,,,:·-2~ ---jrn-p~r 11'j\P~1J[:\\:=:<_:,··sl_r1_1:_ 1_\GP /" ASP!f. LEGEND ........ .\· .'t' :, : ;_• ........ 'J: ,:,.: ;. .,r:,:,.w:,:,.-,._ . .., .. :-::·:·:·:·:·::·:::·::·::·::~ J" AC OVER B" AB MIN. OR PER SOILS ENGINEER'S RECOMMENDATIONS (PARKING STALLS) J" AC OVER B" AB MIN. OR PER SOILS ENGINEER'S RECOMMENDATIONS. BASED ON 1HE T.I. OF S.D. ACTUAL PROFILE OF AC/AB TO BE DETERMINED IN FIELD FROM R VALUE TEST. (CONDITION 40) (DRIVE AND FIRE LANE) 4" PCC SIDEWALK PER SDRSD G 07 AND G 09 LU ~ a.. ...J ~ c3 " -T 1-~ ♦Pf I I I t I I I -I I :::i I ~ I< I I I I I I :::i I I 30.0' -~ I ~ I I -I I p ~ J 1 i d ~ ~ IR • ~ ITTl D[l 6" VERTICAL CURB PER SDRSD G 01 CURB & GUTTER PER SDRSD G 02 PAINT 4" WHITE STRIPE FOR PARKING STALL ADA STRIPING AND SIGNAGE PER ARCHITECTURAi PLANS ¢." ;,-... \S;J DRIVEWAY IN PUBLIC R/W PER CITY OF . •. CARLSBAD STD DWG GS 12 • - SEE ARCHITECTURAL AND LANDSCAPE PLANS FOR ADDITIONAL DIMENSIONS ON SITE AND HARDSCAPE. CONFIRM ALL DIMENSIONS WITH LANDSCAPE PLANS. I I ( ' 30 I - 15 0 --30 60 ----- SCALE IN FEET GRAPHIC SCALE 90 I ASPH. ,---------------------, II AS BUILT" RCE __ _ EXP, ___ _ DATE REVIE'wED BY, INSPECTOR DATE l---l----+------------+---+---+--+------I I SH3EET I CITY OF CARLSBAD I SHE9ETS I ENGINEERING DEPARTMENT :::;G::::;RAD:::;:IN~G..=P;:LANS;::::;:;::::::FO:::;:::;R::::::· ========:::::'....'.==::::::: DAlE INITIAL DA 1E INITIAL DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PACIFIC WIND (CAROL AND HARDING NEIGHBORHOOD REDEVELOPMENT) HORIZONTAL CONlROL AND PAVEMENT PLAN , __ _ ~2021 0028 '" < D 1 LO. APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXP. 9/30/22 DAlE RVWD BY:--==-- CHKD BY: C€R PROJECT NO. II DRAWING NO.I MS 16-01 .. . TK/JN DocuSign Envelope ID: 6CCBE995-7B13-48F3-BBC7-7A56C8B36C1A 1/19/2022 DWG 532-9A L ♦ \ I \ I I I vi I I ' 70 69 If. 68 67 66 r--' " ' 65 ' \ 64 ' '- l'\ROPOSED i--------i---------'-----t--a~& L / 63 62 61 0+00 -17 ~ - •~E~IS11NG G OUND 0+40 SECTION A-A SCALE: HORIZONTAL -1 "=20' ~TICAL-1"=3' 681----,+---+------l 671-------+---t------l 661-----4+---+------l 65I------111+-------::t-------1 ~~ 641-----111.==1=-----i PROPO tD7 63t-----11t------t~-;-7"1 62i==~-~t--=,:;:::-:-==l 511---~+---+--l-----l I EXIS11N :_! 60 1--U,fil1LllriQ.__--l 0+00 0+30 SECTION B-B SCALE: HORIZONTAL-1"=20' ~11CAL-1•-3• ------- 671---+--+---+-----lo+--1 66i----i---+---=----t-------1tt------1 ®-r----651----1----l----=-----l-------=11-l-----l 641---+--+---+-----IP+---1 63 --r,,:,, r EXIS11N 62 _ _j_ :ROUN __ \ Iv I 61 t-----+\---\+---f/-+-~.+--, 60 1--+---\-\-+-,-1-+--rt--t 591---+----1+1---+--+t----i PR,·POSED- 0+00 0+47 SECTION C-C SCALE: HORIZONTAL-1"=20' ~11CAL 1•-3• \ -~ --- INTERSTATE 15 ~ - - - - - -ASPH. 604.93', CONSTRUCTION NOTES: 0) 2 1 PROPOSED 6" ~11CAL CURB PER SDRSD G 01 @ PROPOSED 6" ~11CAL CURB W/ 2' CURB OPENING AS SHOWN ON PLAN AND INSTALL 810 Ct.EAN 810 GRATE FULL 12 12 12 FULL CAPTURE TRASH INSERT. @ PROPOSED 6" ~11CAL CURB 8' GUT1ER PER SDRSD G-02 © ® ® PROPOSED CURB RAMP PER SDRSD G 27 PROPOSED PCC SIDEWALK PER SDRSD G-7 8' G-9 PRCi'OSED 2x2 PRECAST CTN:ROE IM.ET W/ TRAFFIC RA 1ED GRA 1E, 'I UI.£ OOKNSTRE,4M' S7ENQ/.., AND 810 aEAN 810-GRATE-FULL-12-12-12 FULL CAPTURE 7RASH INSERT. SEE SHT B FOR DITAIL 0 PROPOSED 3x3 PRECAST CONCRETE INLET FOR BASIN OUTLET SEE SHT B FOR DETAIL ® ® @') PROPOSED DOWN SPOUT SIDEWALK UNDERDRAIN PER SDRSD D-27 PROPOSED 6" ROUND LANDSCAPE AREA DRAIN BASIN, PER DETAIL C SHT B PROPOSED RIP RAP PAD (5'x10') TYPE 1, ROCK CLASS=N0.2 BACKING, 1. 1' 1HICK; Wl1H ALTER BLANKET (1/4" AGGREGA1E. 12• 1HICK) PER SDRSD D-40 @ PROPOSED INRL 7RA 110N BASIN, SEE DETAIL SHT B @ PROPOSED MOD/RED TYPE B ROLLED CURB PER DETAIL A SHEET B @ ® PROVIDE 3' SEPERA 110N CONNECT TO PUBUC TYPE A4 CLEANOUT PER SDRSD D-09, SEE OFFS/TE IMPROVEMENT PLANS FOR CONTINUA 110N @) PROPOSED 3' WIDE RIBBON GUT1ER SEE DETAIL 8 SHEET B PROPOSED TRASH ENCLOSURE PER SEPERA TE BU/WING PERMIT PROPOSED ADA STALLS PER SEPERA TE BUILDING PERMIT PLANS RS.1 AND D.5 PROPOSED BUILDING DOWN SPOUT W/ SPLASH GUARD CONCRETE DISS/PA 1ER ~ ~ ...... · 1 @) @ @) @) @) PROPOSED WALL, FENCE AND GA TES PER LANDSCAPING PLANS DWG. 532-9L LC-5 8' LC-7 PROPOSED 7RUNCA TED OOMES PER SDRSD G-JO 6" PVC STORM DRAIN FOR AREA DRAINS. PROPOSED SDG8iE 7RANSFORMER LOCA 110N, PER SDG&f PLANS NOT USED PROPOSED PR/VA TE UGH11NG PER SEPERA TE BU/WING PERMIT PROPOSED 3• SERVICE W/ AREA DRAIN INLET PROPOSED AREA DRAIN DA YIJGHT TO CURB PER SDRSD D-27 PROPOSED DEMOUNTABLE POST PER SDRSD M-16 PROPOSED 4' BLACK POLY VINYL COATED CHAIN UNK FENCE PER SDRSD M-06 @ @ @ @ @) @) @ @) @ @) CONCRETE CHANNEL PER DETAIL D SHEET B. SEE OFFS/TE IMPROVEMENT PLANS OWG 532-9 FOR CON11NUA 110N ® ® T.M. CURB OUTLET PER SDRSD D-25A, SEE OFFS/TE IMPROVEMENT PLANS DWG 532-9 PROPOSED WALL PER SDRSD C-01 CONCRE1E HEADWALL PER SDRSD D-32 NOTES: FOR REQUIRED REMEDIAL GRADING. A MINIMUM OF 24" PROPERLY COMPACTED ALL MA 1ERIAL TO BE PLACED 0~ COMPETENT ALLUVIUM W/1H SUBEXCA VA 110N EXTENDING MINIMUM OF 5' BEYOND FOOTPRINT OUTI./NE, OR PER SOILS ENGINEER'S RECOMMENDA 110NS. ADA ACCESSIBLE PA 1H OF 7RA 1.£1.., CURB RAMPS, PARKING STALLS, STRIPING, TRUNCATED DOMES 8' SIGNAGE ALONG Wl1H ELECTRIC l.£HICLE CHARGING SPACES AND CHARGING LOCATIONS, PER SEPARATE BU/WING PERMIT. REFERENCE RS.I, D.5, ES-1.1 8' ES-1.2 STORM DRAIN LINE DATA TABLE SYM LENGTH BEARING DESCRIPTION 1 61.15' s2a·oo·oo·E 1D" PVC O 1% SLOPE MIN. 2 105.62' N61 "32'36"E 12• PVC O 1% SLOPE MIN. TYPE SIZE OWNERSHIP IMP-1 INRL TRA 110N BASIN 424 SQ. FT. HARDING STRITT NEIGHBORS L.P. DIAL TOLL FREE 1-800-422-4133 AT LEAST lWO DAYS BEFORE YOU DIG IMP-2 INRL TRA 110N BASIN 1993 SQ. FT. HARDING STRITT NEIGHBORS L.P. 20 I 10 0 20 40 60 -------------1111111 I UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SCALE IN FEET GRAPHIC SCALE I ~ <',,.._......_, sws ENGINEERING, INC. • E C1vu. ENGINEERING • I.AND PLANNING 1635 Lake San Marcos Drive, Suite 200 San Marcos, CA 92078 P: 760-744-0011 SAN DIEGO NASHVILLE e SUR.VF-YING II AS BUILT" RCE __ _ EXP, ___ _ DATE REVIE'wED BY, 1-----+--+----------------1----+--+----+----1 (CAROL AND HARDING NEIGHBORHOOD REDEVELOPMENT) t-----+--+----------------t----+--+----+----1 ~2021 0028 GRADING PLAN '" •0 '""" ,.__n, APPROVED: JASON S. GELDERT TK/JN DocuSign Envelope ID: 6CCBE995-7B13-48F3-BBC7-7A56C8B36C1A 1/19/2022 DWG 532-9A ~11 II "Q" ,_ w-n w :r: Cl) G w w Cl) 6l 1.92 IE 6J.20 TG® ~N28'07'05"W 62 . 402.76' ·®--- XJSnN, r;ROLJND :---- " -=-=c-1 I I I I I - I I I I I :'..J ~ @ le @'1 .. I - 66 65 64 63 62 61 r--. t--, 60 59 58 ® PROPT __ 0+00 I I SECTION D-D SCALE: HORIZONTAL-1•=20• VERnCAL-1"=J' - 0+40 ~ I ~ I ] 69 68 67 66 65 64 63 62 61 0+00 -----:-, I I I I I --- 0+40 SECTION E-E SCALE: HORIZONTAL-1"=20' VERnCAL -1 "=J' ' __ \ 59.J9 IE \ 59.2J IE 59. 06 IE 6 ---62 --+--iI r------:--- 1 i 1-+I -x---t,-1-, i I X I I I I I I I I 59.98 l .3.44 TG 62.00 IE BUILDING 2 PAD 62.32 FF 63.50 9 6J.21 TG _ r=------------=-i ,---~-'r'-:'.J ~--7~u I I I I I I I I I I 69 68 67 66 65 64 63 62 61 / - 0+00 - i V ~ r PROPO \ I ,I -_1 7 - IL£ 1snNG G OUND SECTION F-F SCALE: HORIZONTAL-1"=20' VERnCAL-1"=J' I ~!?IM::2 :2@ I I I I I ~ I I I'~ I I I L----- lo. Ix ~ I ED D .. ~ - -w w 0+40 __________________________________________ &:X --- -~/M- TG 0 IE 7 INFIL TRA T1 0_5 TW R.'I BASIN 5 8.5 1f'@, ·. 59.J7 IE 6J.07 FS --s -+-11---\1 SEE DWG 0. 5J2-9 FOR STREET PROVEMENTS 62.91 FS 61.50 TW R.'I ,• 58.17 1f@, $ < Lu' "-D -.--r-63 <O _w oD 0 .q- ::s Cl. ...J 0 61. 58.17 1f' 61.52 FS 61.66 FS "' "' ~ "' 61.40 FS ~ Q_ ---++---+-<, DATE INITIAL ENGINEER OF WORK ----------64-.............. ----6J ------- r • 20 10 0 CONSTRUCTION NOTES: 0)21 PROPOSED 6" VERnCAL CURB PER SDRSD G-01 ® PROPOSED 6• VERnCAL CURB W/ 2' CURB OPENING AS SHOWN ON PLAN AND INSTALL BIO CLEAN BJO-GRATE-FULL-12-12-12 FULL CAPTURE TRASH INSERT. PROPOSED 5• VERnCAL CURB &-GUTTER PER SDRSD G-02 PROPOSED CURB RAMP PER SDRSD G-27 PROPOSED PCC SIDEWALK PER SDRSD G-7 &-G-9 PRCFOSfD 2x2 PR£CAST WJCRETE INLET W/ TRAFFIC RA TED GRA 1E; 'I LJVE DO'I.NS1R£,W' STENO/., AND 810 Q.£AN 810-GRATE-FIJLL-12-12-12 FUI.L CAPTURE: TRASH INSERT. SIT SHT 8 FCR DETML (D PROPOSED JxJ PRECAST CONCRETE INLET FOR BASIN OUTLET SEE SHT 8 FOR DETAIL ® ® @) PROPOSED DOl+N SPOUT SIDEWALK UNDERORAIN PER SDRSD 0-27 PROPOSED 6" ROUND LANDSCAPE AREA ORMN BASIN, PER DETAIL C SHT 8 PROPOSED RIP RAP PAD (5'x10J lr'PE 1, ROCK CLASS=N0.2 BACKING, 1. 1' THICK; WITH FILTER BLANKET (1/4" AGGREGATE; 12" THICK) PER SDRSD 0-40 ~ r · . · . · . · 1 PROPOSED INFILTRA nON BASIN, SEE DETAIL SHT 8 PROPOSED MODIFIED lr'PE B ROLLED CURB PER DETAIL A SHEET 8 PROVIDE J' SEPERA nON CONNECT TO PUBLJC l1'PE A4 CI.EANOUT PER SDRSD 0-09, SEE OFFS/TE IMPROVEMENT PLANS FOR CONnNUA nON PROPOSED J' WIDE RIBBON GUTTER SEE DETAIL B SHEET 8 PROPOSED TRASH ENCLOSURE PER SEPERA TE BUILDING PERMIT PROPOSED ADA STALLS PER SEPERA TE BUILDING PERMIT PLANS RS. I AND 0.5 PROPOSED BUILDING DOWN SPOUT W/ SPLASH GUARD CONCRETE DISS/PATER PROPOSED WALL, FENCE AND GATES PER LANDSCAPING PLANS DWG. 5J2-9L LC-5 &-LC-7 PROPOSED TRUNCATED DOMES PER SDRSD G-JO 6" PVC STORM DRAIN FOR AREA ORMNS. PROPOSED SDG&E TRANSFORMER LOCA nON, PER SDG&E PLANS NOT USED PROPOSED PR/VA TE LJGHnNG PER SEPERA TE BUILDING PERMIT PROPOSED J" SERVICE W/ AREA DRAIN INLET PROPOSED AREA DRAIN DA YI.JG/IT TO CURB PER SDRSD D-27 PROPOSED DEMOUNTABLE POST PER SDRSD M-16 PROPOSED 4' BLACK POLY VINYL COATED CHAIN LJNK FENCE PER SDRSD M-06 CONCRETE CHANNEL PER DETAIL D SHEET 8, SEE OFFS/TE IMPROVEMENT PLANS DWG 5J2-9 FOR CONnNUA nON CURB OUTLET PER SDRSD D-25A, SEE OFFS/TE IMPROVEMENT PLANS DWG 5J2-9 PROPOSED WALL PER SDRSD C-01 CONCRETE HEADWALL PER SDRSD D-J2 NQTcS; FOR REQUIRED REMEDIAL GRADING, A MINIMUM OF 24" PROPERLY COMPACTED FILL MATERIAL TO BE PLACED OVER COMPETENT ALLUVIUM WITH SUBEXCAVA nON EXTENDING MINIMUM OF 5' BEYOND F001PRINT oumNE, OR PER SOILS ENGINEER'S RECOMMENDA nONs. ADA ACCESSIBLE PA TH OF TRAVEL, CURB RAMPS, PARKING STALLS, STRIPING, TRUNCATED DOMES & S/GNAGE ALONG WITH ELECTRIC VEHICLE CHARGING SPACES AND CHARGING LOCAnONs, PER SEPARATE BUILDING PERMIT. REFERENCE RS.I, 0.5, ES-1.1 &-ES-1.2 20 STORM DRAIN DATA TABLE SYMBOL LENGTH BEARING/DELTA RADIUS DESCRIPTION 3 11 12 13 15 40 118.72' N25" 52' 45"W 15" PVC O 0.5% SLOPE MIN. 82.35' S28" 07' 31 "E 15" PVC O 0.5% SLOPE MIN. 15.57' S28" 08' 28"E 15" PVC O 1.0% 51..0PE MIN. 50.89' N61. 51' 12"E 15" PVC O 1.0% 51..0PE MIN. 6.97' S55" 27' 20"W 15" PVC O 1.0% 51..0PE MIN. 143.77' N60" 46' 01 "E 8" PVC O 1.0% 51..0PE MIN. 27.32' N16° 33' 15"E 8" PVC O 1.0% 51..0PE MIN. 20.72' N61. 33' 15"E 8" PVC O 1.0% 51..0PE MIN. 12.97' N42" 49' OO"E 8" PVC O 0.87% SLOPE MIN. 31.09' 037' 06' 22" 48.00' 8" PVC O 0.87% SLOPE MIN. 13.21' S80" 40' 09"W 8" PVC O 0.87% SLOPE MIN. 8.73' S74" 50' 53"E 8' PVC O 1.0% 51..0PE MIN. 53.59' S22° 17' 58"E 8" PVC O 1.0% 51..0PE MIN. TYPE SIZE OWNERSHIP IMP-2 INFIL TRA nON BASIN 1993 SQ. FT. HARmNG STREET NEIGHBORS L.P. IMP-J INFIL TRA nON BASIN 921 SQ. FT. HARmNG STREET NEIGHBORS L.P. IMP-4A INFIL TRA nON BASIN 215 SQ. FT. HARDING STREET NEIGHBORS L.P. HARDING STREET NEIGHBORS L.P. IMP-48 INFIL TRA nON BASIN 409 SQ. FT. 60 SCALE IN FEET GRAPHIC SCALE II AS BUILT" SWS ENGINEERING, INC. C1vu. ENGINEERING • I.AND PLANNING e SUR.VF-YING 1635 Lake San Mmos Drive, Suite 200 San Marcos, CA 92078 P: 760-744-0011 SAN DIEGO · NASHVILLE -PHOENIX RCE __ _ EXP, ___ _ DATE REVIE'wED BY• l.)/',IL: Jr 1:J, '.'.:.'. :!:::,Jorn Y/:flare", l::·per FILE :: \ ::,·c_i~=\3 \'.:',J'.:'' \'.'.' -· 1 'J \PF:OC \:=c 1~tr,. =l \ ,:=;F \:::'1-11 S CF-:J"--~1.';-:=;p =v,g INSPECTOR DATE I SH9TS I (CAROL AND HARDING NEIGHBORHOOD REDEVELOPMENT) 2021-0028 GRADING PLAN APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXP. 9/30/22 DATE REVISION DESCRIPTION TK/JN DocuSign Envelope ID: 6CCBE995-7B13-48F3-BBC7-7A56C8B36C1A 1/19/2022 DWG 532-9A V I \ l NODE LOCATION ® © ® © ® --------:::::::,.... 131.94' -P/L . F 4RCEL2 , 1S 16-01 ------- PRIVATE-SEWER LINE LINE DATA TABLE SYM LENGTH BEARING DESCRIPTION <I> 22.59' S20'37'39"E 8" SDR-35 0 2% SLOPE MIN. <g> 7.83' S61'33'24"W 6" SDR-J5 0 2% SLOPE MIN. <p 27.86' S89'13'12"W 6" SDR-J5 0 2% SLOPE MIN. UTILITY CLEARANCE CHART F.S. ELEV STORM I.E. WATER T.O.P. SEWER T.O.P. \.£RT. CLEARANCE 63.36 60.36 56.31 3.80' 63.09 60.09 54.63 5.21' 63.29 60.29 55.68 4.36' 63.35 60.35 56.44 3.88' 63.63 62.29 57.36 4.93' 6J.33 62.21 60.33 56.31 3.77' 63.63 61.85 60.63 1.22' - ~45' BEND =FS 6252 TP 59.52 - ' m -- - 20 10 0 20 40 60 ,...-------------~ ' ' SCALE IN FEET GRAPHIC SCALE -x- \ \ ----\-------1 ~- -__/ ------- . 59.50 IE @ ~r--.. ) I I I I ASPH. BUILDING 5 PAD 62.32 FF 63.50 '------,r'I= I '-r----~ ~ @-1 @----1 = ~ 90' BEN l ..._ FS 63. 6 ~ TP 60. 6 v--- - 61 - - CONSTRUCTION NOTES STORM DRAIN (SEE GRAING PLAN SHEETS 4 & 5) (J) OUTLET CONTROL STRUC7URE, PER DETAIL, SHITT 8 (D 2x2 PRE-CAST CONCRETE INLET "MTH TRAmC RA TED GRATE PER DETAIL SHITT 8 Q) PROPOSED 6" ROUND AREA LANDSCAPE DRAIN, SEE DETAIL SHEET 8 © PROPOSED 3• SERVICE DRAIN, SEE GRADING SHEET @) CONCRETE CHANNEL TO CURB OUTLET, SEE OffS/1£ PLANS ® CONNECT TO PUBUC STORM DRAIN CLEANOUT, SEE IMPROVEMENT PLANS OWG 532-9 FOR CONTINUATION (V INRL TRA TION BASIN PER DETAIL SHEET B @ 6" PVC STORM DRAIN FOR AREA DRAINS. ® STORM DRAIN CONNECTION TO PLAYGROUND UNDERDRAIN PER LANDSCAPE PLANS. WATER (FOR REFERENCE ONLY) @) 2" DOMESTIC WATER SERVICE W/ 2" 11M & 2" BFP, 3" PR/VA TE WATER BEYOND BFP, SEE IMP. PLANS D WG 532-9 PER CMIID W-4 & W-20 @ DOMESTIC WATER P.O.C., SEE BUILDING PLUMBING PLANS FOR CONTINUATION @ RED PRIVATE RRE HYDRANT PER CITY SID DWG W-12 WITH PROTECTION BOLLARDS @ roe AND P/V PER DETAIL SHEET 8 @ RRE P.O.C .. SEE RRE SPRINKLER PLANS FOR CONTINUATION @) ODCVA PER CMIID SID OWG W-22 (TYP), SEE IMPROVEMENT PLAN DWG. 532-9 FOR WORK "MTHIN ROW @) NOTUSED ® THRUST BLOCK PER UNOERGROUNO RRE PLAN, BY OTHERS. SEWER (FOR REFERENCE ONLY) @) 6" SEWER P.O.C., SEE PLUMBING PLANS FOR CONTINUATION @ 6" SSCO PER CITY SID DWG S-6 @ 6" SS LATERAL PER CITY SID DWG S-7 SHEET FOR REFERENCE ONLY NOTE: ALL ONS/TE PR/VA TE SEWER, RRE AND WATER SERVICES TO BE CONSTRUCTED BY SEPERA TE PERMIT. INFORMATION ON THIS PLAN IS FOR REFERENCE ONLY. PRIVATE-WATERLINE AND FIRE SERVICE DATA TABLE SYM LENGTH BEARING 0 22.53' S34'05'55"W 0 23.08' S58'34'37"W 0 35.92' S22'35'45"E 0 18.36' S34'05'55"W 0 37.25' S58'34'37"W © 19.29' N73"30'28"W 0 24.98' S61'39'31"W @ 9.13' N61'47'04"E @ 19. 76' N61 '48'21 "E @ 17.37' N16'47'04"E @ 32.09' N61'47'04"E @ 7.95' S28'19'26"E @ 23.80' S7372'56"E @ 230.09' S22'35'27"E @ 15.88' S22'35'27"E ® 85.87' S67'02'51 "W @ 25.01' N6675'11"W @ 35.60' N22'35'27"W @ 4. 72' S67'02'51 "W @ 34.09' N66'15'11"W @ 78.51' N28"26'45"W ® 17.56' N73"26'45"W ® 29.81' S61"38'37"W DESCRIPTION 3" PVC 3" PVC 3• PVC 3• PVC 3• PVC 3• PVC 3" PVC B" PVC RRE LINE CL 150, C-900 B" PVC RRE LINE CL 150, C-900 B" PVC RRE LINE CL 150, C-900 B" PVC RRE LINE CL 150, C-900 B" PVC RRE LINE CL 150, C-900 6" PVC RRE UNE CL 150, C-9DO B" PVC RRE LINE CL 150, C-900 6" PVC RRE UNE CL 150, C-9D0 B" PVC RRE LINE CL 150, C-900 4" PVC RRE UNE CL 150, C-900 4" PVC RRE UNE CL 150, C-900 4" PVC RRE UNE CL 150, C-900 4• PVC RRE UNE CL 150, C-9D0 4" PVC RRE UNE CL 150, C-900 4" PVC RRE UNE CL 150, C-9DO 4" PVC RRE UNE CL 150, C-9DO N01E: DOMESTIC WATER AND RRE SHALL BE 36" BELOW FS UNLESS OTHER"MSE NOTED. "MIEN CROSSING THE DOMESTIC UNE SHALL GO BELOW THE RRE MAIN ANO HA VE: A MINIMUM \.£RT/CAL CLEARANCE OF 0.5'. . ' I --' l~-,1 @----1 ' r---@ =-==-==;.ct=-=-:"::' -.i..:.----L---_c---------.... -/ @ 128.03' S22'35'27"E B" PVC RRE LINE CL 150, C-900 @ 21.00' N66'15'11"W @ 19.15' N66'15'11"W @ 130.11' S67'24'33"W 4• PVC RRE UNE CL 150, C-900 4• PVC RRE UNE CL 150, C-9D0 4" PVC RRE UNE CL 150, C-9D0 I ~ <',,......._, sws ENGINEERING, INC. • E C1vu. ENGINEERING • I.AND PLANNING e SUR.VF-YING 1635 Lake San Mmos Drive, Suite 200 San Marcos, CA 92078 P: 760-744-0011 SAN DIEGO · NASHVILLE · PHOENIX II AS BUILT" RCE __ _ EXP, ___ _ DATE REVIE'wED BY• 1-----+--+----------------1----+--+----+----1 (CAROL AND HARDING NEIGHBORHOOD REDEVELOPMENT) 1-----+--+----------------1----+--+----+----1 ~~~2•~02:!:::1 ~0~02~8====~U~Tl!!:!U~TY:!::::;P~Le!AN~==:! APPROVED: JASON S. GELDERT , .. 4D ,.,.. .... 1Ln, ENGINEERING MANAGER RCE 63912 EXP. 9/30/22 DAlE DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION TK/JN DocuSign Envelope ID: 6CCBE995-7B13-48F3-BBC7-7A56C8B36C1A 1/19/2022 DWG 532-9A 522'35'52"[ □ 604.93'. ~ --D -,... ' r . • . S2572's4"E 49.54' · 59.00 IE - PRIVATE-WATERLINE AND FIRE SERVICE DATA TABLE PRIVATE-WATERLINE AND FIRE SERVICE DATA TABLE SYM LENGTH BEARING DESCRIPTION © 19.29' N73"30'28"W 3" PVC 0 24.98' S61'39'31"W 3" PVC ® 14.28' N27'53'20"W 3" PVC ® 150.53' S60'46'01''W 3" PVC @ 32.56' N28·oo·oo·w 3" PVC @ 15.24' N28'04'48"W 3" PVC @ 8.85' s52•oo·oo·w 3" PVC @ 85.50' N28'07'31"W 3" PVC @ 73.72' N61'19'53"E 3" PVC @ 16.55' s22·24•33•w 3" PVC @ 41.89' N22'35'27"W 3" PVC @ 12.72' N72'08'56"W 3" PVC @ 91.96' S28'07'47"E 3" PVC @ 42.00' N61"47'00"E 3• PVC @ 41.78' N28'09'07"W 3" PVC @ 84.97' N67'02'51"E 3" PVC @ 20.88' S67i0'19"W 3• PVC ASPH. @ 26.72' S22'24'33"W 8" PVC RRE LINE CL 150, C-900 SIJII @ 26.69' S67'02'51 "W 8" PVC RRE LINE CL 150, C-900 @ 85.19' S22'35'27"E 8" PVC RRE LINE CL 150, C-900 I\L -. . -""""""--- ...:::::::_ ---CONSTRUCTION NOTES STORM DRAIN (SEE GRAING PLAN SHEETS 4 & 5) Q) OU7!£T CONTROL S1RUCTURE, PER DETAIL, SHEET 8 C i! Qj io? • ' ~l_>,!!~.--t-'11 > . -' -- \777, ' . r I ' • : I. ------------:-----6J ----~ -------..... --------:::::::-.... --------' @ 2x2 PRE-CAST CONCRETE: INLET Wl1H TRAmc RATED GRATE PER DETAIL SHEET 8 @ PROPOSED 6" ROUND AREA LANDSCAPE DRAIN, SEE DETAIL SHEET 8 © ® PROPOSED 3" SER\1/CE DRAIN, SEE GRADING SHEET CONCRETE: CHANNEL TO CURB OU7!£T, SEE OFFS/TE PLANS © CONNECT TO PUBLIC STORM DRAIN CLEANOUT, SEE IMPROVEMENT PLANS DWG 532-9 FOR CONTINUATION 0 INRLTRATION BASIN PER DETAIL SHEET 8 ® 6" PVC STORM DRAIN FOR AREA DRAINS. ® STORM DRAIN CONNECTION TO PLAYGROUND UNDERDRAIN PER LANDSCAPE PLANS. WATER (FOR REFERENCE ONLY) @) 2• DOMESTIC WA ID? SER\1/CE W/ 2• WI.I & 2" BFP, 3" PR/VA TE WA TE:R BEYOND BFP, SEE IMP. PLANS DWG 532-9 PER CMI\O W-4 & W-20 DOMESTIC WA TE:R P. 0. C., SEE BUILDING PLUMB/NG PLANS FOR CONTINUATION RRE P. 0. C., SEE RRE SPRINKLER PLANS FOR CONTINUATION DDCVA PER CMI\O STD DWG W-22 (TYP), SEE IMPROVEMENT PLAN DWG. 532-9 FOR WORK 1'111HIN ROW @) NOTUSED @ 1HRUST BLOCK PER UNDERGROUND RRE PLAN, BY 01HERS. SEWER (FOR REFERENCE ONLY) @ 6" SE~R P.O.C., SEE PLUMBING PLANS FOR CONTINUATION @ 6" SSCO PER CITY STD DWG S-6 @ 6" SS LA ID?AL PER CITY STD DWG S-7 UTILITY CLEARANCE CHART NODE LOCATION F.S. ELEV STORM I.E. WAID? T.O.P. SEll£R T.O.P. VERT. CLEARANCE ® 63.54 60.54 58.64 (J) 63.25 60.43 59.43 Q) 62.59 59.59 57.27 62.65 58.79 57.79 PRIVATE-SEWER LINE LINE DATA TABLE SYM LENGTH BEARING DESCRIPTION <£> 49. 70' N67"25'13"E 6" SDR-35 0 2% SLOPE MIN. ~ 26.20' N29"35'04"E 6" SDR-35 0 2% SLOPE MIN. <D 63.69' N67"02'51"E 8" SDR-35 0 1% SLOPE MIN. <J> 34. 79' S22'57'06"E 6" SDR-35 0 2% SLOPE MIN. <]> 262.20' S22'35'27"E 8" SDR-35 0 1% SLOPE MIN. 38.82' S67'24'33"W 6" SDR-35 0 2% SLOPE MIN . <19> 27.46' S67'24'33"W 8" SDR-35 1% SLOPE MIN. 13.62' N28"00'11 "W 6" SDR-35 0 2% SLOPE MIN. 1.57' 1.00' 1.99' 1.00· 20 SHEET FOR REFERENCE ONLY NOTE: ALL ONS/TE: PR/VA TE SEIIE/?, RRE AND WA TE:R SER\1/CES TO BE CONS1RUCTE:D BY SEPERA TE PERMIT. INFORMATION ON 1HIS PLAN IS FOR REfERENCE ONLY. 1ff'0;1 \ ___ J~ 10 0 20 40 60 I -------------1111111 I I ~ <',,.._......_, sws ENGINEERING, INC. C1vu. ENGINEERING • I.AND PLANNING e SUR.VF-YING · PHOENIX SCALE IN FEET GRAPHIC SCALE II AS BUILT" RCE __ _ EXP, ___ _ REVIE'wED BY, WIND DATE t-----t--+----------------t----+--+----t---t ~~~2•~02:!:::1 ~0~02~8====~U~Tl!!:!U~TY:!::::;P~Le!AN~==:! APPROVED: JASON S. GELDERT , .. 4D ,.,.. .... 1Ln, ENGINEERING MANAGER RCE 63912 EXP. 9/30/22 DAlE DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION TK/JN DocuSign Envelope ID: 6CCBE995-7B13-48F3-BBC7-7A56C8B36C1A 1/19/2022 DWG 532-9A 24" X 24" DRAIN INLETFOR EASE OF INSTALLATION AND EVEN LOAD DISTRIBUTION. ASSEMBLY TO BE PLACED ON A 6" BASE OF CRUSHER RUN DESIGN FOR H-20-44 BRIDGE LOADING. WEIGHT IN TRAFFIC OR PEDESTRIAN MODELS. FRAME AND GRATE ASSEMBLY AVALIABLE FOR COMPLETE DESIGN AND PRODUCT INFORMATION, CONTACT JENSEN PRECAST. MODEL NO. EXTENSION C WEIGHTMODEL NO. DROP INLET A B C CONFIGURATION: FOR SPECIFIC CONFIGURATION, ILLUSTRATION IS TYPICAL ONLY OF GENERAL SERIES CALL JENSEN PRECAST. WEIGHTMODEL NO. FRAME AND GRATE RATING D IN TRAFFIC OR PEDESTRIAN MODELS. FRAME AND SOLID COVER ASSEMBLY AVALIABLE ROUND GRATE WITH SPEE-D BASIN ROUND SPEE-D BASINS SECTION CRUSHED ROCK INVERT ELEVATION SEWER & DRAIN PIPE NDS SPEE-D BASIN 6" SEWER AND DRAIN RISER PIPE (LENGTH AS REQUIRED) COMPACTED SOIL SLOPE TO DRAIN NDS ROUND POLYOLEFIN GRATE W/ U.V. INHIBITORS (ATRIUM GRATE)SLOPE TO DRAIN NOTE: INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 36" X 36" DRAIN INLET FOR EASE OF INSTALLATION AND EVEN LOAD DISTRIBUTION. ASSEMBLY TO BE PLACED ON A 6" BASE OF CRUSHER RUN DESIGN FOR H-20-44 BRIDGE LOADING. IN TRAFFIC OR PEDESTRIAN MODELS. FRAME AND GRATE ASSEMBLY AVALIABLE FOR COMPLETE DESIGN AND PRODUCT INFORMATION, CONTACT JENSEN PRECAST. EXTENSION MODEL NO.C WEIGHT DROP INLET MODEL NO.A B WEIGHT CONFIGURATION: FOR SPECIFIC CONFIGURATION, ILLUSTRATION IS TYPICAL ONLY OF GENERAL SERIES CALL JENSEN PRECAST. WEIGHTMODEL NO. FRAME AND GRATE RATING D IN TRAFFIC OR PEDESTRIAN MODELS. FRAME AND SOLID COVER ASSEMBLY AVALIABLE POLLUTANT CONTROL BMP CITY BASIN BOTTOM BASIN REQ'D WO BMP IMP # AREA (SF) AREA (SF) ID INF-1 1 317 424 INF-1 2 1,388 1,993 INF-1 3 740 921 INF-1 4A 176 749 INF-1 48 520 SWAP 5 N/A N/A SD-A 6 N/A N/A SD-A 7 N/A N/A SWAP 8 N/A N/A JE MINIMI' 9 N/A N/A * EMERGENCY SPILLWAY/TOP OF GRATE ELEV SURFACE \ FREEBOARD WO DEPTH V WO DEPTH BASIN AREA AT (IN) 27.8" 18" 31.2" 18" 24" N/A N/A N/A N/A N/A WO DEPTH {SF) 609 3,157 1,377 272 587 N/A N/A N/A N/A N/A OVERFLOW STRUCTURE OUlFLOW PIPE (IN) 10 15 NIA 8 N/A N/A N/A N/A N/A N/A BASIN TOTAL BOTTOM BASIN DEPTH ELEVATION (IN) (FT) 33.84" 58.18 24" 59.50 37.2" 58.00 24• 59.50 30" 59.00 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A SURFACE OUTLET PIPE EXISTING GROUND BO TT OM ---------<-i INFILTRATION BASIN AREA INFIL1RA110N FAaUTY 0111H OUR.ET PIPE} 18"x31" THIN WALL KNOCKOUTS. SLEDGE OUT AS REQUIRED. (TYP. 4 PLACES) RS242406 6" 300 LBS. RS242412 12" 600 LBS. ■ ■ ■ ■ ■ -""' * D1242436 35• 42" 1900 LBS. D1242448 48" 54• 2500 LBS. *Box ONLY SG2424-DIP PEDESTRIA 1 1 /2" 41 LBS. SG2424-DIT TRAFFIC 3" 120 LBS. I FRAME MAY BE CAST _ DIRECTLY INTO BOX (OPTIONAL) OUTSIDE 8 HEIGHT OF BOX I OPTIONAL EXTENSION HEIGHT 'I LIVE: DOWN STREAM' STENCIL TO BE ADDED US£ BIO CLEAN BIO-GRATE-FULL-12-12-12 FULL CAPTURE TRASH INSERT FOR ALL INLETS IN PARKING AREAS. ■ © JJ&~[!iJ_ ORG.DWG,Dl,T'E m'.D'il'l,111,IE D12424 11~8-0D 8.01 L OUTSIDE HEIGHTS OF BOX RS363606 6" 525 LBS. RS363612 12" 1050 LBS. ■ ■ ■ ■ ■ I i ® VOLUME {DCV) VOLUME (DCV) VOLUME OVERFLOW TOP OF BERM PROVIDED REQUIRED PROVIDED PER NOMOGRAPH PROVIDED ELEVATION ELEVATION FREE BOARD DCV(CF) DCV{CF) 984 - 2,491 2,989 1,497 2,395 936 1,124 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A SURFACE \ (CF) • (FT) (FT) 1,074 60.50 61.00 3,409 61.00 61.50 2,746 60.60 61.15 302 61.00 61.50 1,108 61.00 61.50 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A FREEBOARD WO DEPTH V INFILTRATION BASIN AREA {IN) 6" 6" 6.6" 6" 6" N/A N/A N/A N/A N/A OVERFLOW ELEV SURFACE EXISTING GROUND INFJLJRA]ON EAQYJY CW/o OUJLET PIPE> C 6" ROUND LANDSCAPE DRAIN ® OPTIONAL C EXTENSION r HEIGHT ■ 000.0WO,l>\7' 11~11--0D Dl363636 36" 42" 37 48 LBS. Dl363648 48" 54" 4752 LBS. *Box ONLY SG3636-DIP PEDESTRIA 1 1 /2" 77 LBS. SG3636-DIT TRAFFIC 3• 42 LBS. FRAME CAN BE CAST DIRECTLY INTO BOX (OPTIONAL) 31" ROUND THIN WALL KNOCKOUT. SLEDGE OUT AS REQUIRED. (TYP. 4 PLACES) D13636 0 8.05 POST INDICATOR---~--.. GATE VALVE WITH TAMPER SWITCH-CONNECTED TO THE FIRE ALARM SYSTEM • "' FIR£ SERVICE PER PLAN .... ""' SWIN CHECK VALVE: F.G . s· 7 l-1 D •'-~,-+---.---~~--~ • .j CONCRETE CHANNEL 560-C-3250 CONCRETE CHANNEL DETAIL @) • co "' 4"x2 1/2"X2 1/2" 90 SIAMESE FDC 0:: ~:i~ "' :::. 0 Ju ~---tl,::-:;,111--fll-l '-Ill-~ ~ TO BUILDING FIR£ SERVICE PER PLAN B A 3• A.C. OVER a• A.B. 1.5% 1 · 3.0' 0.50' THICK CONCRETE CLASS 520-A-2500 W/ CONTACT JOINTS PER S.D.R.S.D. G-10 RIBBON GUTTER DETAIL 1-1/2" w z :::J m 0:: ::, u TOP OF CURB (TC) :J I/ 3• R 1 /2"rR-'------'"'r'--~::------~--~ b - 1. NOTFS· 2.0' .1 in d in d @) 1. TRANS/710N TO TYPE G CURB AT ALL CURB RETURNS, EXCEPT WHERE SIDEWALK RAMPS AR£ PROVIDED, AND AT ALL CUL-DE-SACS WITH DRAINAGE: STRUCTURES. 2. CONCRETE SHALL BE 520-C-2500. 3. S££ STANDARD DRAWINGS G-9 AND G-10 FOR JOINT DETAILS. MODIFIED TYPE B ROLLED CURB DETAIL@ THRUST BLOC THRUST BLOCK II AS BUILT" SWING CHECK VAL II[ (FOR REFERENCE ONLY REQUIRES A SEPARATE PERMIT) E SWS ENGINEERING, INC. C1vu. ENGINEERING • L'iND PLANNING e SUR.VF-YING 1635 Lake San Mmos Drive, Suite 200 San Marcos, CA 92078 RCE __ _ EXP, ___ _ DATE PIV AND FOG DETAIL P: 760-744-0011 SAN DIEGO · NASHVILLE -PHOENIX REVIE'wED BY• l.)/',IL: Jr 1J, '.!.2 :J:::,1om FILE :: \=>·c_i~~ts \2,J2' \2' -· 1 .PPOIC \Cc,slcc. ct . CF\ INSPECTOR DATE ~ CITY OF CARLSBAD I SHE9ETS I 1----+--+----------------+----+--1----+-----1 l..!!_J ENGINEERING DEPARTMENT l----+--+----------------+----+--1----+-----I GRADING PLANS FOR: t-----+-------1----------+--+----+-------t,--------t PACIFIC WIND 1----+--+----------------+----+--1----+-----1 (CAROL AND HARDING NEIGHBORHOOD REDEVELOPMENT) 2021-0028 NOTES AND DETAILS ENGINEERING MANAGER RCE 63912 EXP. 9/30/22 DAlE DAlE tNtllAL ENGINEER OF WORK REVISION DESCRIPTION TK/JN DocuSign Envelope ID: 6CCBE995-7B13-48F3-BBC7-7A56C8B36C1A 1/19/2022 DWG 532-9A ♦ \ I I \ \ -------------- WV ---71 I I I I I I I --11 ----11!--- DMA-1 . ·· 29,873 SF ............................................. I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' .. -:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-.-:•:::::::::: .......... . . : :::::::::::::::: :::::::::::::::: ::::. ·. ·:::::::::: ::::. ·. ·:::::::::: ::::. ·. ·:::::::::: :::: .... : ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :-:-:-:-:-:-:-:-:-:.-:.~ :...__, r===t:=::1 :::::::::: .. ,-----< . . . . . . . . . . ........... . . . . . . . . . . ·::::::::::•J-------1 . . . . . . . . . . . . . . . . . . . . . ........... .......... ~-~ ........... ........... .......... DMA-6 5,058 SF ............... . . . . . . . . . . .. . . . . ............ . . ........... . . ........... . ............. ............. . ........... . rt-----.JJ:::::.·.·.·.·,·:: TRE'.ijT ½ .Je-+--11--l'-ll---8i!~-----8,-➔-1:;-----=~--2~,2~.~85~.;+-'T'"M-A--8-(N..,..o//~o BE TREA~ED I ~7 DMA-2 I "' I \., ------------- ci ~ I ~ g; "" -~ ci ~ V, 0 !l " ~ BMP BMP ID# BMPTYPE SYMBOL CASQA NO. QUANTITY TREATMENT CONTROL --1 CD INFILTRATION . . . . I ·.:..:: . ..:..:_ 1,074 C.F. IMP (1) INFILTRATION --1 ® . . . . 3,409 C.F. IMP (2) I ·.:..:: . ..:..:_ INFILTRATION --1 @ . . . . 2,746 C.F. IMP (3) I ·.:..:: . ..:..:_ INFILTRATION --1 © . . . . IMP (4) I ·.:..:: . ..:..:_ 1,410 C.F. ©0 TREE WELL B 2EA. IMP (6&7) HYDROMODIFICATION & TREATMENT CONTROL HYDROMODIFICATION LOW IMPACT DESIGN (L.I.D.) SOURCE CONTROL ®-© TRASH ENCLOSURE w SD-32 2 0-@ STENCILS NO DUMPING SD-13 3 DRAINS TO OCEAN @-@) SIGNAGE PERMANENT WATER QUALITY 5 TREATMENT FACILITY TABLE DRAWING NO. 532-9A 532-9A 532-9A 532-9A 532-9 VIA SWAP ON MAGNOLIA AV ________ J;wll9 F SHEET NO.(S) INSPECTION * FREQUENCY 4 MONTHLY 4,5 MONTHLY 5 MONTHLY 5 MONTHLY 4 MONTHLY 5 MONTHLY 4,5 AS NEEDED 4,5 AS NEEDED MAINTENANCE * FREQUENCY MONTHLY & AFTER STORM MONTHLY& AFTER STORM MONTHLY & AFTER STORM MONTHLY& AFTER STORM MONTHLY& AFTER STORM AS NEEDED SEMIANNUALLY AS NEEDED 75,619 SF PRETREATMENT DEVICE BC-CG-4 BIO-GRA TE-FULL-12-12-12 BIO-GRA TE-FULL-12-12-12 BIO-GRATE-FULL-12-12-12 BIO-GRATE-FULL-12-12-12 l.__ ---::, I I I I I I I PERMANENT WATER QUALITY TREATMENT FACILITY KEEPING OUR WATERWAYS CLEAN r;:------:;i I I I I I I I ::.J !PINI ::1 ic:2 'y 0 @1 I J!,[p I MAINTAIN WITH CARE -NO MODIFICATIONS WITHOUT AGENCY APPROVAL ------ BMP NOTES: 1. THESE BMPSARE 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. ...... ------.------ ------- --53 ---------63--- t,: __ _ JEFFERSON STREET ASPH. PARTY RESPONSIBLE FOR MAINTENANCE: NAME HARDING STREET NEIGHBORS LP ADDRESS 14211 YORBA STREET SUITE 200 CONTACT TODD R. COTTLE TUSTIN CA 92780 PHONE NO. (714\288-7600 PLAN PREPARED BY: NAME _ ___,M"'IC"'H~AE-L~□=-=SC=H=W=E=IT~ZE-R~ COMPANY ADDRESS SWS ENGINEERING INC 1635 LAKE SAN MARCOS DR. SUITE 200 SAN MARCOS CA 92078 PHONE NO. /760)744-0011 SIGNATURE CERTIFICATION PE 59658 '<::::'.. Q I I I I p I ~ I 30 I ---- ODD <I I> c::::::J wv. c::::::::J 81 ( -------------------<J c::::::J t> --l'Q'.t »· ,,,, -----7 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. DMA-5 (N BE TREATED ~ SWAP GNOLIA AV ~.& ) ~-1-.-@li ~ • -1 • 30 15 • ( 0 ..... 30 SCALE IN FEET GRAPHIC SCALE 60 90 SWS ENGINEERING, INC. E CIVIL ENGINEERlNG • LAND PLANNING 1635 Lake San Marcos Drive, Suite 200 San Marcos, CA 92078 P: 760-744-0011 • SAN DIEGO · NASHVILLE · PHOENIX 1)/, I c:. ],~,, ,,,, 9:'.;.),_1111 1·.c,r~·,.11,:i-per Fl LE: :=: \ :.,ro ja~ts ·-_2U2 I \21 . 1 C\PfoCC ;;co;°"cd.G0 \2 II AS BUILT" RCE __ _ EXP, ___ _ REVIE'wED BY• INSPECTOR SURVEYING DATE DATE I---+----+------------+--+---+---+----, I SH9EET I CITY OF CARLSBAD I SHE9ETS I ENGINEERING DEPARTMENT ;:;G;;RAD:::;:;IN;:;:;G,-=;PLANS;=.:;;::;:FO:;R:;:·========:::::.::::::=::::::; PACIFIC WIND (CAROL AND HARDING NEIGHBORHOOD REDEVELOPMENT) 2021-0028 BMP SllE PLAN ENGINEERING MANAGER RCE 63912 EXP. 9/30/22 DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION TK/JN DocuSign Envelope ID: 6CCBE995-7B13-48F3-BBC7-7A56C8B36C1A 1/19/2022