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HomeMy WebLinkAboutDWG 442-3C; CD 2021-0024; PALOMAR TRANSFER STATION STORMWATER TREATMENT DESIGN; 01-10SITECITY O F C A R L S B A D P:\CADD\W\WASTE MANAGEMENT\PALOMAR TRANSFER STATION\TREATMENT SYSTEM DESIGN\DRAWINGS\SHEETS\CWR0667 C01 TITLE.dwg Last Edited by: RGonzalez on 8/10/2022 1:29 PM2355 NORTHSIDE DRIVE, #250SAN DIEGO, CALIFORNIA 92108619.297.1530ENGINEER OF WORKRICHARD GONZALEZ, PERCE No. C 85579 EXP. 09/30/2022DATEGRADING NOTES EROSION CONTROL NOTES WORK TO BE DONE (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE 28. THE OWNER/APPUCANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORD/NA TE 1. IN CASE EMERGENCY WORK 15 REQUIRED, CONTACT JORDANA BJORKMAN AT £ HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROwrH UN71L 1HE 1HE GRADING WORK SHALL CONS/ST OF 1HE CONSTRUCTION OF ALL CUTS AND FILLS, CARLSBAD MUNICIPAL CODE.) THE WORK OF THESE GRADING PLANS Wl1H THAT SHOWN ON B01H 1HE LANDSCAPE 657-243-4335 (PHONE NUMBER) 1HE PRO.ECT /5 PERMANEN11. Y LANDSCAPED OR, FOR AREAS ltHERE HYDROsrnJ/NG /5 1HE REMEDIAL GRADING, DRAINAGE FAC/U71E5, EROSION CONTROi.. FAC/U71E5, AND 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY 1HE CITY AND /RR/GA 710N PLANS AND 1HE IMPRO\lfMENT PLANS AS REQUIRED FOR THIS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL 1HE PERMANENT LANDSCAPING, UN71L 1HE PRO.ECT /5 COMPLETED AND ALL BONDS PLAN71NG OF PERMANENT LANDSCAPING AND PREPARA 710N OF AS-BUil T GRADING PLANS, OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. WORK IN ACCORDANCE WITH 1HE LANDSCAPE MANUAL 71ME REQUIREMENTS. 71MES DURING 1HE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON REI..EASED. AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON 1H/5 SET 2. APPROVAL OF 1H/5 PLAN DOES NOT LESSEN OR WAIVE ANY POR710N OF THE 29. WliERE AN EXl571NG PIPE UNE /5 TO BE ABANDONED AS A RESULT OF THE SITE AT CONVENIENT LOCA710N5 TO FACIUTATE RAPID CON51RUC710N OF TEMPORARY F. ALL SI.OPES SHALL HAVE IRRIGA710N INSTALLED AND BE STABIUZED, PLANTED AND/OR OF PLANS AND THE CITY STANDARDS, SPEC/FICA 710NS. REQUIREMENTS. RESO/..U710N5 CARLSBAD MUNICIPAL CODE, RESOLU710N OF CONDl710NAL APPROVAL, CITY GRADING OPERA 710N, IT SHALL BE REMOVED WITHIN M'NTY FEET OF BUILDING DEVICES WHEN RAIN /5 EMINENT. HYDROSEEDED W/1HIN TEN (10) DA l'S OF 1HE 71ME ltHfN EAal 5/..0PE /5 BROUGHT TO GRADE AND ORDINANCES CITED ON THESE PLANS. STANDARDS OR 01HER ADDl710NAL DOCUMENTS USTED HEREON AS 1HEY MAY OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SO/L5. IN OTHER .3. FOR PROJECTS CO\IERED BY STATE SWPPP/Vtf)ID, IN ACCORDANCE WITH THE CON5TRUC710N AS SHOWN ON 1HE APPROVED GRADING PLANS. AN APPROVED EROSION CONTROi.. PRODUCT THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY ORDER ISSUED BY THE CAUFORNIA REGIONAL WATER QUAUTY CON7ROI.. BOARD, THE (RECP) SHALL BE INSTALLED PfR EC-7 IF 1H/5 REQUIREMENT CANNOT BE MET. JUTE, DOCUMENTS, CURRENT AT THE 71ME OF CON5TRUC710N, AS DIRECTED BY THE CITY REVISE THESE PLANS WHEN NON-CONFORMANCE /5 DISCOVERED. THE CITY ENGINEER. QUAUFIED SWPPP PRAC71710NER (~ SHALL UPDATE AND MAINTAIN THE WATER EXCELSIOR OR STRAW BLANKET /5 UNACCEPTABLE. ENGINEER. J. CITY APPROVAL OF PLANS DOES NOT R£LJEVE 1HE DE\IEI.OPER OR ENGINEER-OF-JO. THE CONTRACTOR SHALL VERIFY THE LOCA 710N OF ALL EXl571NG FAC/U71ES PO/..LU710N CON7ROI.. [:'C) PLAN TO RESS UPDATED SITE CONDl710N5 OF THE PROJECT. G. SHOULD GERMINA710N OF HYDROSEED FAIL TO PROVIDE EFFICIENT COVERAGEJ!/,0 LESS 1HAN 70%) PRIOR TO OCTOBER 1, 1HE 5/..0PfS SHALL BE STABIUZED BY AN ROVED RECP. 1. CARLSBAD MUNICIPAL CODE WORK FROM RESPONSIBIUTY FOR THE CORREC710N OF ERRORS AND OMISSIONS ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFIC/EN7L Y THE UPDATED .WC P N AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT SITE AND DISCOVERED DURING CON5TRUC710N. ALL PLAN REVISIONS SHALL BE PROMP11. Y AHEAD OF GRADING TO PERMIT THE REVISION OF 1HE GRADING PLANS IF IT /5 MADE AVAILABLE TO THE CITY INSPECTOR. ADDl710NAL CON5TRUC710N BMP'S BEYOND THE JUTE, EXCELSIOR AND STRAW BLANKET 15 UNACCEPTABLE. 2. CITY OF CARLSBAD ENGINEERING STANDARDS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. FOUND 1HAT THE AC71JAL LOCA 710N5 ARE IN CONFLICT WITH 1HE PROPOSED ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDl710N5 NOT H. LANDSCAPING SHALL BE ACCOMPLJSHED ON ALL SLOPES AND PADS AS REQUIRED BY 1HE 3. 1H/5 SET OF PLANS 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK. AN71CIPATED. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. 1HE CITY LANDSCAPE MANUAL. 1HE LANDSCAPE PLANS FOR 1Hl5 PROJECT OR AS DIRECTED BY 4. RESOLU710N NO. Nf.A DATED Nf.A QSP SHALL OBTAIN APPROVAL FROM THE QUALJFIED SWPPP DEVELOPER AND THE CITY 1HE CITY ENGINEER OR CITY PLANNER. WORK IN 1HE PUBUC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE. A 31. 1HE CONTRACTOR SHALL N071FY AFFECTED U71UTY COMPANIES (SEE BEI.OW) AT INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BAIP DEPLOYMENT. 1HE STANDARD SPEC/FICA 710NS FOR PUBLIC WORKS CON51RUC710N (GREEN CER71FICA TE OF INSURANCE AS ltEl.L. AS ADD/710NAL INSURED ENDORSEMENT MUST BE LEAST 2 FULL WORKING DA'IS PRIOR TO 5TAR71NG GRADING NEAR THEIR 5. FILED NAMING 1HE CITY OF CARLSBAD AS AN ADD/710NAL INSURED ON THE FAC/U71E5 AND SHALL COORDINATE THE WORK Wl1H A COMPANY REPRESENTA71VE. 4. 1HE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER VICINITY MAP BOOK). TO THE SA 715FAC710N OF THE CITY ENGINEER AFTER EACH RUN-OFF' PRODUCING RAINFALL. PERMITTEE'S POLJCY IN 1HE MINIMUM AMOUNT OF $2,000,000.00 FOR EACH UNDERGROUND SERVICE ALERT (DIG ALERT) 811 5. THE CONTRACTOR SHALL INSTALL ADD/710NAL EROSION CONTROi.. MEASURES AS MAY BE CITY OF OCEANSIDE 6. 50/LS REPORT AND RECOMMENDA710N5 BY GFOSW!EC CQNSfll TANIS OCCURRANCE OF UABIUTY. 1Ji1E /NSU!Y,NCE CQMfAl!l.'t. lffll11NG 7HE POLJC'f. MUSI '8 DATED OCTOBER 15 2021 SDG&E r00#.11-7343 REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA 710N5 OR HIGHWAY HA VE A RA 71NG OF "A-OR BETTER AND A SIZE CATEGORY OF CLASS VII AT&T 619 237-2787 l 7. 1HE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. . . OR BETTER AS ESTABLISH£() BY "BESTS" KEY RA 71NG GU/D£ SPECTRUM CABLE Bodj.227-2600 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU710N5 TO 'i. ~r 1HE CITY OF CARLSBAD STANDARDS. 5. NO WORK SHALL BE COMMENCED UN71L ALL PERMITS HAVE BEEN OBTAINED FROM COX COMMUN/CA 710NS 619 262-1122 PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A ·:-:·: 8. CAUFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDl710N5 THE CITY AND 01HER APPROPRIATE AGENCIES. CITY OF CARLSB~TREETS & STORM DRAIN) 76g 434-2980 HAZARDOUS COND/110N. DATED "" 6. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY -c/TY OF CARLSBA SEl£R, WATER & RECLAIMED WATER) 760 438-2722 7. ALL EROS/ON CONTROL MEASURES PROVIDED PER 1HE APPROVED 5.WPP AND/OR ~ 9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED bl~ 'SAN DIEGU/TO WATER DISTRICT 76cj, 6JJ-2650 ~ ' ltl?RK OR GRADING TO BE PERFORMED UN71L THE PROPERTY OWNER'S PERMISSION 'LEUCADIA WASTEWATER DISTRICT EROSION CONTROi.. PLAN SHALL BE INCORPORATED HEREON. 10. STORM WATER POLLU710N PREVEN710N PLAN PREPARED PER THESE PLANS. HAS BEEN OBTAINED AND A VALJD GRADING PERMIT HAS BEEN ISSUED. 76g 753-0155 ~ "VALLECITOS WATER DISTRICT 760 744-0460 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM 1HE FACE OF 11. STORM WATER QUAUTY MANAGEMENT PLAN PREPARED 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT 1HE WRITTEN APPROVAL oO/..IVENHAIN WATER DISTRICT 760 753-6466 SLOPE AT THE CONCLUSION OF EACH ltl?RKING DAY. ~~~ BY GEQS'tl!l.!EC NINSl/L TANIS DA TED llllflllS[ 2ll22 OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON 1HE 'BUENA SAN/TA 710N DISTRICT (760)726..:j340 xtJJO 9. ALL REMOVABLE PROTEC71VE DEVICES SHOWN SHALL BE IN PLACE AT 1HE END OF EACH ,,·-~ ~--:-::•.·.·.•. t. . CITY OF VISTA 12. CALJFORNIA STORM WATER QUAUTY ASSOC/A710N BMP CON51RUC710N HANDBOOK AND APPROPRIATE SHEET OF THE PLANS AND THE 7111.E SHEET. *AS APPROPRIATE ltl?RKING DAY WHEN 1HE FIVE (5) DAY RAIN PROBABIUTY FORECAST EXCEEDS FIFTY ~Ct.N"'"' ~ CAL TRANS CON5TRUC710N SITE BAIP MANUAL 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING 32. PERMIT COMPUANCE REQUIREMENTS: PERCENT (50%). SILT AND 01HER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. "' ilJ' , 11o,,,,, .~, LEGEND SIGNED BY 1HE CITY ENGINEER. A. FOR CONTROi ( £Q GBAQ/rti THE APPUCANT HIRES A CIVIL ENGINEER, 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. /-._ • ALCffAl>S!, ~ ,R,'~ DESCRIPTION 9. THE ORIGINAL ORA WING SHALL BE REVISED TO REFI..ECT AS-BUILT CONDl710N5 50/LS ENGINEER, AND 'OR GEOLOGIST TO GIVE TECHNICAL ADVICE. 11. SHOULD GERM/NA 710N OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFl'EC71VE COVERAGE ~' DWG.NO. SYMBOL QUANTITY BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF 1HE WORK BY THE OBSERVE AND CONTROL 1HE WORK IN PROGRESS /15.16. 120 A.BJ OF GRADED SLOPES (90" COVERAGE) PRIOR TO NO\lfMBER 15, THE SI.OPES SHALL BE ~ lp EXISTING PROPOSED CITY. CARLSBAD MUNICIPAL CODE. STABIUZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SEC710N 35.023 OF THE r.1/ NOTTO ~ .,,.~ l .~ITY OF 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO B. PRIOR [Q COMfLE11QtJ. QE. r.B.ADJ.~ WORK -THE FOLLOWING EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVA 710N, 11,0~ \ AN MARCOS PROPERTY UN£ ----THE PROJECT SITE AT ALL 71MES DURING CON5TRUC710N. REPORTS MUST BE SUBMITTED TO 1HE CITY ENGINEER VIA THE STA TE OF CALJFORNIA. ., ,,. RIGHT-OF-WAY PROJECT INSPECTOR PER SEC710N 15.16.120 OF 1HE CARLSBAD SCALE '\._ • ., ~ LOT LINE ------11. WI-IERE TRENCHES ARE WITHIN CITY EASEMENTS, A SO/LS REPORT COMPRISED MUNICIPAL CODE: CENTER LINE -OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPAC710N TEMPORARY EROSION CONTROL ,._-.; EASEMENT (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER 5TA71NG ALL %~:-:-::-::-• .. ·.•.:::•:.·::-:.;.,-.:·{ -------CURVES, SHALL BE SUBAIITTED BY A PROFESSIONAL ENGINEER OF 1HE STATE OF PLANTING AND IRRIGATION 'A~~ CAUFORNIA, PR/NC/PALLY DOING BUSINESS IN 1HE FIELD OF APPUED SOILS GRADING /5 COMPLETE. ALL EROSION CONTROL, SLOPE PLAN71NG SAWCUT --------615 LF PACIFIC ~\ ''"' TRENCHING DS-2 -~~-525 LF MECHANICS. THE SOILS REPORT WILL BE SUBAIITTED TO THE CITY ENGINEERING AND /RR/GA 710N ARE INSTALLED IN CONFORMANCE WITH CITY ALL PERMANENT AND TEMPORARY EROSION CONTROi.. PLAN71NG AND IRRIGA710N SHALL BE t -· --· ·-·-INSPECTOR WITHIN 1WO WORKING DA 'IS OF THE COMPLE710N OF FIELD TESTS. CODE AND THE APPROVED PLAN~TAIN SAMPLE OF COMPUANCE INSTALLED AND MAINTAINED AS REQUIRED IN SEC710N 212 OF 1HE STANDARD OCEAN GRADING LIMITS ---· -LETTER FROM CITY ENGINEERING 'ARTMENT). SPEC/FICA 710NS AND THE FOLLOWING: I CHAIN LINK FENCE -•-•-•-.. . . . 55 LF 12. A SOILS COMPAC710N REPORT AND COMPUANCE VER/FICA 710N REGARDING ADHERENCE TO RECOMMENDA 710N5 O/J7LJNED IN 1HE SOILS REPORT /5 REQUIRED (2) AS-BUILT GRADING PLAN. A. HYDROSEEDING SHALL BE APPUED TO: w-.... STORM DRAIN LINE SD PRIOR TO 1HE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING (3) REPORT FROM THE SO/LS ENGINEER, WHICH INCLUDES 1. ALL St.OPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VER71CAL) OR STEEPER WHEN u.._, 18" HOPE STORM DRAIN LINE SD 362 LF -24" HOPE STORM DRAIN LINE SHALL BE DONE UNDER THE DIREC710N OF A PROFESSIONAL ENGINEER OF THE RECOMMENDED 50/L BEARING CAPAC/71ES. A STATEMENT AS TO THEY ARE: CITY OF ENCINITAS ..,.--SD JOO LF STATE OF CAUFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED THE EXPANSIVE QUALJTY OF 1HE SOil. AND SUMMARIES OF a. 11-IREE FEET OR MORE IN HEIGHT AND ADJACENT TO A 4 • FORCE MAIN FM 580 LF SOILS MECHANICS. ALL FILL OR FU71JRE FILL AREAS SHALL BE CONSTRUCTED IN FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO PUBLIC WALL OR STREET. INDEX OF SHEETS 2• PVC DISCHARGE PIPE -21N-nt----21N-FM-----185 LF ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPEC/FICA 710NS AND THE INCLUDE A STATEMENT BY 1HE SOILS ENGINEER 1HAT 1HE b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. ELECTRICAL LINE -E--E-370 LF • EARTHWORK SPEC/FICA 710N5 • ATTACHED TO THE PRELJMINARY SO/LS GRADING WAS DONE IN ACCORDANCE WITH 1HE REQUIREMENTS AND 2. AREAS GRADED FLATTER THAN 6: 1 WI-IEN ANY OF 1HE FOLLOWING CONDl710N5 SHEET NUMBER SHEET 7111.E CONTOUR LINE 305 290 INVE571GA 710N. DAILY FIELD COMPAC710N REPORTS WILL BE SUBAIITTED TO THE RECOMMENDA 710N5 OU7LJNED IN THE PR£LJMINARY SOILS REPORT EXIST: 1 TITLE SHEET RETAINING/BLOCK/BRICK WALL PROJECT INSPECTOR. AND ANY SUPPLEMENTS THERETO. a. NOT SCHEDULED FOR IMPRO\lfMENTS(CON5TRUC710N OR GENERAL 2 NOTES, SPECIF/CATIONS, KEY MAP, SIGN --u--1J. A f8f.GatJ.S.JBJ/f;,71nN MFF'Iltl!,, S/:f.t\11 BE. 1::1£1. C2 A l 11::I.E SI. 'IC. f!.RIOR m 7HF' (4) REPORT Wl1H AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE LANDSCAPING) WITHIN 60 DA'IS OF ROUGH GRADING. ABBREV/A TIONS & SYMBOLS AREA LIGHT ~ BfGll!l.l!l.ltl!,, Qf IWlRK M:/.Q SHA'' 8£. ll llfNDF'D ar ALL 8.fP.RFSFNI~Ill!ES CITY. b. IDEN71FIED BY THE PARKS AND RECREA710N DIRECTOR AS HIGHLY 3 EXISTING CONDITIONS AND DEMOLITION PLAN TREE RESPONSIBLE FOR CON5TRUC110N'clfkSPEC710N, SUPERVl55GIJF TES71NG AND ALL 01HER (5) PERMANENT 51RUC71JRAL BMP INSTALLA 710N CER71FICA TE. VISIBLE TO THE PUBLIC. 4 GRADING PLAN 6" AC DIKE SDRSD D-D5 25 LF -ASPFC15 at mr ®RR 1RE 1RACTOR SHALL RE tS/ A PREcbNSIRUcflON (6) PERMITTED WALL FINAL INSPEC710N REPORT. c. HAVE ANY SPECIAL CONDl710N IDEN71FIED BY THE CITY ENGINEER 5 DETAILS I TYPE G CURB AND GUTTER SDRSD G-D2 o:"'l 15 LF MEE71NG BY CAWNG THE INSPEC710N UNE AT (760) 438-3891 AT LEAST FIVE(5) THAT WARRANTS IMMEDIATE TREATMENT. 6 DETAILS II ASPHALT PAVEMENT RESTORATION GS-26, GS-27 ' 3,585 SF WORKING DA 'IS PRIOR TO 5TAR71NG CON5TRUC710N. THE CONTRACTOR WILL THEN BE JJ. UNLESS A GRADING PERMIT FOR THIS PROJECT /5 ISSUED WITHIN ONE (1) a HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING 7 DETAILS Ill CONCRETE PAVEMENT RESTORATION I -.t. · --• __ ._.. - • .... : I 75 SF CONTACTED BY 1HE PROJECT INSPECTOR TO COORDINATE A DATE AND 71ME FOR THE )£AR AFTER 1HE CITY ENGINEER'S APPROVAL. THESE PLANS MAY BE REQUIRED CRITERIA: 8 SWPPP TITLE SHEET STRUCTURAL CONCRETE PAD 1 . ..._ .. :t "•i, .. 1 1,875 SF PRECON5TRUC710N MEE71NG. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO TO BE RESUBAIITTED FOR PLANCHECI(. PLANCHECK FEES WILL BE REQUIRED FOR 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: 9 EROSION CONTROL PLANS SCHEDUUNG. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND CLEARING AND GRUBBING ' . ' 17,135 SF ANY SUCH RECHECK. a. 10 SINGLE SHEET BMP SITE PLAN AT THE MEE71NG. WATER/NG FROM QUICK COUPLERS/HOSE BIBS OR A CONVEN710NAL TRENCH DRAIN jjjjjjjjjjjjjjjjjjjjjjjjjjjjjjjjjjjjj 100 LF 14. All ltJ.SPF'C110N 8£QllF'STS 0.'11::lE:8. 1HAI!/. £QB PRF'CONSJBj/f;,11aN M£F'11NG 1111 8£. 34. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS. ALL STORM DRAIN INLETS S'ISTEM OF LOW PRECIPITA710N SPRINKLER HEADS PROVIDING 100" SHORING (5'-1D' DEEP) 72 LF MADE: B't. CAii ltl!,, TJ./F' F'NGJNEERING ?.t-Hfll 1B. lf!l.<::PF'(;11nN B.EQI.IES.I I lt:lE t\ I CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT COVERAGE. SHORING {10'-15' DEEP) 107 LF (ZliQl 438 3891, tNSPEe,110N B.£DUEST MUS.I aE:: B.E::C.E:ll/E:12 E:BJ.QB. m z: QQ e.1r1. WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE b. GREATER 1HAN 8 FEET IN HEIGHT SHALL BE WA TfRED BY A HEADWALL SDRSD D-34 ,E's, 1 EA ON THE DAY BEFORE 1HE INSPEC710N /5 NEEDED. INSPEC710N5 WILL BE MADE SA 715FAC710N OF THE CITY ENGINEER. CONVEN710NAL S'ISTEM OF LOW PRECIPITA710N SPRINKLER HEADS LEGAL DESCRIPTION RIPRAP SDRSD D-40 I ·.o .0 I 955 SF 1HE NEXT ~K DAY UNLESS YOU REQUEST 01HERWISE. REQUESTS MADE AFTER "DECLARATION OF RESPONSIBLE CHARGE" PROVIDING 100" COVERAGE. 5££ SHEET 2 FOR LEGAL DESCRIPTION TRASH RACK DETAIL N, SHEET 7 r7 1 EA 2: 00 P.M. WILL BE SCHEDULED FOR 00 FULL WORK DA l'S LATER. I HEREBY DECLARE 1HA T I AM 1HE ENGINEER OF WORK FOR THIS PROJECT, THAT I 2. AREAS SLOPED LESS 1HAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY 0 15. 1HE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR ENGINEER, PRIOR TO HYDROSEED/NG. THE DEVELOPER SHALL SUBMIT A PROPOSED PROJECT ADDRESS STORAGE TANK DETAIL M, SHEET 7 1 EA HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING IN SEC710N 6703 OF 1HE BUSINESS AND PROFESSIONS CODE, AND 1HAT THE DESIGN /5 SCHEME TO PROVIDE /RR/GA 710N TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SITE NAME: PALOMAR TRANSFER STATION {TS) -CARLSBAD ~~ SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL. CONSISTENT WITH CURRENT STANDARDS. SPECIFIC REGARDING 1HE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE SITE ADDRESS: 5960 EL CAMINO REAL DETENTION TANK DETAIL L, SHEET 7 3 EA STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LA..S AND REGULA710N5. I UNDERSTAND THAT 1HE CHECI( OF PROJECT ORA WINGS AND SPEC/FICA 710NS BY 1HE THE PROPOSED S'ISTEM. CARLSBAD, CA 92008 ■ 16. 1HE CONTRACTOR SHALL CONFORM TO LABOR CODE SEC710N 6705 BY SUBMIT71NG CITY OF CARLSBAD DOES NOT R£LJEVE ME, AS ENGINEER OF WORK, OF MY 3. /RR/GA 710N SHALL MAINTAIN THE M01571JRE LEVEL OF THE 50/L AT THE OP71MUM DRAINAGE INLET DETAIL A, SHEET 5 3 EA A DETAIL PLAN TO 1HE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING RESPONS/B/U71ES FOR PROJECT DESIGN. LEVEL FOR THE GROW1H OF THE HYDROSEEDED GROW1H. A.P.N.: (POR.) 209-050-25-00 0 1HE DESIGN OF SHORING, BRACING St.OPING OR 01HER PROVISIONS TO BE MADE C. HYDROSEED/NG MIX SHALL CONS/ST OF ALL OF THE FOLLOWING: JUNCTION BOX DETAIL B, SHEET 5 4 EA OF ltl?RKER PROTEC710N FROM THE HAZARD OF CAVING GROUND DURING THE FIRM: GEOSYNTEC CONSULTANTS, INC. 1. SEED MIX SHALL CONS/ST OF NO LESS THAN: DEVELOPER 0 EXCAVA710N OF SUCH TRENal OR TRENCHES OR DURING 1HE PIPE IN5TALLA710N 20 lbs. PER ACRE OF ROSE CLOVER 4'X4' JUNCTION STRUCTURE SDRSD D-D9 1 EA ADDRESS: Z~~ t:/.QB,THS/Df: QB.l'l'f:. SJ.!./Tf:. ~Q a. 1HEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR CITY; STATE: SAN DIEGO CAUFORNIA b. 20 lbs. PER ACRE OF ZORRO FESCUE NAME: PALOMAR ffiANSFER STA 110N, INC. □ MORE IN DEP1H AND APPROVED BY 1HE CITY ENGINEER AND/OR CONCERNED C. 3 lbs. PER ACRE OF E SCHOOL CIA CAUFORNICA 5960 EL CAMINO REAL 5'x5' PUMP WELL SDRSD D-10 1 EA AGENCY PRIOR TO EXCAVA 710N. IE TJ::IE:: eJ Al!/. ~ES. F'R{)U I1::lE:: S/::IQB.ltl!,, ,Sr,S,ml TELEPHONE: li.l!l-2£7-1~J.Q d. 4 lbs. PER ACRE OF Aal/LLEA MILLEFO/.JA ADDRESS: STANDARDS ESTABLISHED BY 1HE CON5TRUC710N SAFETY ORDER:11.'t: 7111.E 8 BY: P;;J5Y DA TE: OBL,11 L,2022 e. 3 lbs. PER ACRE OF ALl'SSU"'J,CARPET OF SNOW) CARLSBAD, CA 92008 PUMP DETAIL £. SHEET 5 ~ J EA ~LJ.EDRN/A AQM.11!1.ISTRA Ilk'£. CODE, TJ::IE:: eJ.AI!/. S/::IALL llE:: fBf:.fAB.EQ ll't. A RICHARD GONZALEZ, PE f. 1/2 lb. PER ACRE OF DIM PHOLECA 8f.GIS.1FREQ ENG/f!l.(Ell. AI 7HE CONTRAGTDR.S £/{fENS£ A COPY OF THE OSHA R.C.E. NO.: 85579 g. ITEMS c,d,e, AND f OF THIS SUBSEC710N MAY BE OMITTED ON PHONE NO.: 619-449-9026 EXCAVA710N PERMIT MUST BE SUBAIITTED TO 1HE INSPECTOR PRIOR TO REGISTRA 710N EXP/RA 710N DA TE: 09 f.JO f.2022 LOCA 710N5 WliERE 1HE AREA BEING HYDROSEEDED /5 NOT VISIBLE ATTN.: NEIL MOHR STRUCTURAL (POST-CONSTRUCTION) BMP TABLI! EXCAVA710N. FROM EITHER A PUBUC STREET OR RES/DEN71AL 5TRUC71JRE5. 17. NO BLA571NG SHALL BE PERFORMED UN71L A VAUD BLA571NG PERMIT HAS BEEN SOILS ENGINEER'S CERTIFICATE h. ITEM a OF THIS 5UBSEC710N MUST BE INOCULATED Wl1H A STORM WATER REQUIREMENTS THAT APPLY: EXEMPT FROM EXEMPT FROM OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPUCA 710N FOR BI..A571NG NITROGEN FIXING BACTERIA AND APPUED DRY EITHER BY DRIWNG REF'ERENCE DRAWINGS ffiASH CAPTURE? HYDROMODIFICA TION? PERMIT ltEl1. IN ADVANCE. OF THE SCHEDUUNG OF BI..AS71NG OPERA 710NS. I, BORA Bll TURA r. , A REGISTERED (CIVIL/ OR BROADCA571NG BEFORE HYDROSEED/NG. GEOTECHNICAL) ENGINEER OF THE STA TE OF CAUFORNIA, PR/NC/PALLY DOING ,. ALL SEED MATERIALS SHALL BE TRANSPORTED TO 1HE JOBS/TE IN DWG 442-38 @STANDARD STORMWA TER REQUIREMENTS @ YES @ YES 18. IF AN'f. ARCHA£.QLQyj~I. RESQY.B.CES AB.E:: QJ.SCQVERfD. lt!Il:111!1. Al!/.'t. WORK AB.EA DURING CON51RUC710N, OPERATIONS WILL CC.ASE 1/J./il.mJ.A JIJ..'t. AND 1HE BUSINESS IN THE FIELD OF APPUED SOILS MECHANICS, HEREBY CER71FY THAT UNOPENED CONTAINERS WITH THE CALJFORNIA DEPARTMENT OF DWG 443-3 PRIORITY PROJECT REQUIREMENTS NO NO A SAMPLING AND STIJDY OF THE SOIL CONDITIONS PREVALENT Wl71-1/N THIS FOOD AND AGR/CUL 71JRE CER71FICA 710N TAG ATTACHED TO, OR DWG 443-3A PERMITTEE WILL N071FY THE CITY ENGINEER. OPERA 710N5 WILL NOT RESTART SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF MAINTENANCE MAINTENANCE UN71L THE PERMITTEE HAS RECEIVED WRITTEN AU1HORITY FROM THE CITY PRINTED ON SAID CONTAINERS. TYPE DESCRIPTION OWNERSIIlP SHEET NO. APRIL , 2021 AND OCTOBER , 2021_. TWO AGREEMENT FREQUENCY ENGINEER TO DO 50. J. NON-PHYTO-TOXIC WET71NG AGENTS MAY BE ADDED TO THE EARTHWORK QUANTITIES COPIES OF THE SOILS REPORT COMPILED FROM THIS 51UDY, IWTH MY HYDROSEED SI.URRY AT THE D/5CRE710N OF THE CONTRACTOR. 19. ALL OPERA 710N5 CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING RECOMMENDATIONS. HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY CUT: 7749 CY TC-40 ACTIVE TREATMENT SYSTEM 0ALOMAR TRANSft~ YES 4-7 YEARLY WARMING UP, REPAIR, ARRIVAL, DEPAR71JRE OR OPERA710N OF TRUCl(S. ENGINEER. 2. TYPE 1 MULCH APPUED AT 1HE RA TE OF NO LESS 1HAN 2000 lbs PER ACRE. {MEDIA RL TER) ,TAT/ON, INC. EARTHMOVING EQUIPMENT, CON5TRUC710N EQUIPMENT AND ANY 01HER ASSOC/A TED TYPE 6 MULCH (STRAW) MAY BE SUB57171JTED, ALL OR PART, FOR FILL: BJZCY TRASH CAPTURE PALOMAR TRANSFEI, GRADING EQUIPMENT SHALL BE UM/TED TO THE PERIOD BETWEEN 7:00 A.M. AND ~~~ " --HYDRAUUCALL Y APPUED FIBER MATERIAL. 'MIEN STRAW /5 USED IT MUST BE TC-32 YES 4 & 6 YEARLY SIGNED: ' / IMPORT: n CY (EX BASINS) STATION, INC. 6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50" OF OPERA710N5 SHALL BE CONDUCTED ON WEEKENDS OR HO/..JDAl'S. (A UST OF CITY ~~ ~ I G.£./P.E. NO.: GE 2983 THE STRAW INTO 1HE SOIL EXPORT: 986 CY TRASH CAPTURE PALOMAR TRANSFER !!2 No. GE2983 "' , MP-52 {SCREEN BMPS) ,TA TION, INC. YES 4 & 7 YEARLY HO/JOA 'IS /S AVAILABLE AT 1HE ENGINEERING DEPARTMENT COUNTER.) DATE: 10L_15L_2021 .3. FER71UZER CONS/571NG OF AMMONIUM PHOSPHATE SULFATE. 16-20-0, WITH 15% 2a ALL OFF-SI.'~. 1::tAUL B.QJJ.IES ;i:IAIJ. E1£. SJ.!.BAIIIIED ll't. Il:IE:: COt{IRAC.TDR m Il:IE: j exp fL~o[z., SULPHUR APPUED AT THE RA TE OF 500 lbs. PER ACRE. REMEDIAL: Ul CY CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF LICENSE EXP/RATION DA TE: 09L_Jot:_2022 D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: TOTAL LOT AREA -lQ l1. llG 'AS BUILT' *~* WORK. 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINA710N OF: BENCH MARK TOTAL Dl571JRBED AREA = l/l,848 SF 21. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE ~~CAL~ a. TRACK WALKING SI.OPES STEEPER 1HAN 6: 1 f;/!:5 AREA INCLUDES BUT /5 NOT UM/TED TO DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. TJ::IE:: CQtJ.IRAGTQR OWNER'S CERTIFICATE b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIEN11. Y DE5CR/P710N: 2 5 /l:J.C1:J. D.lS:ll. ltJ. CURR M..tJfiK[.Q £ :ii/.215 -SITE WORK INCLUDING PUBUC IMPRO\lfMENTS FRIABLE. LOCA710N: SHALL E1£. RESPDNSJ.EJLE:: £QB. Al!/.'t. QEBRIS. QB QA~Gf. OCCJJRRING ALQtJ.G 7HE 1::tAUL MQNl!MENT 15 AT THE 501/THFA ST CORNFR OF AND TEMPORARY Dl571JRBANCE SUCH AS VEHICI..E ROU'JIS QB ADJACENI SI.ts.EE IS AS. A RESULI Q£. TJ::IE:: GBAQJ.~ OPERA 110N, I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR C. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b nRIQJ:i. S.[ ~l:i.D. nRIO/i. ~ i:: 225. [.[ li.Ofl.Tl::J. QE AND EQUIPMENT STAGING AREAS. CON51RUC710N RCE EXP, DATE 22. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL ABOVE. ~fi.AQA t Alt£ ~2 E.l. S:0£llli~S[ Q[. [IE£ WORKER FOOT TRAFFIC, 50/L/GRA VEL PILES. U71UTY GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF 2. COND/710NING THE SOILS SO 1HA T IT /5 SUITABLE FOR PLAN71NG BY: Sl~ VQl:J. E.6/.7E.ANC£ TRENalES, BACKFILL CUTS AND SLOPE KEYWA 'IS) TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN. THIS SITE. IF THIS PROJECT/DEVELOPMENT 15 SUBJECT TO A STATE-a. ADJU571NG THE SURFACE SOIL M0/571JRE TO PROVIDE A DAMP RECORDED:COUNTY OF SAN DIEGO BENCH GPS NO. 21835 REVIEWED BY• 23. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESUL 71NG IN THE PONDING OF REGULA TED SWPPP, I J_WE2 ALSO AGREE A QUAUFIED SWPPP PRACTITIONER BUT NOT SA71JRATED SEED BED. (.Ct SR 098 PFR RECORD OF 5ltRVFY 17271) TOTAL REPLACED IMPERVIOUS AREA -3,631 SF WATER /5 NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A <ftiSP) HAS BEEN OR L BE RETAINED TO SUPERVISE IMPLEMENTATION OF b. 1HE ADD/710N OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING TOTAL PROPOSED IMPERVIOUS AREA -2,011 SF MINIMUM ONE PERCENT SLOPE. E SWPPP IN ACCORDANCE WITH 'HE CAUFORNIA CONSTRUCTION ORDER AND ELEVA 710N: ,llil. ll.ll. [.[.[.[ DA71JM: ~'!ID.2£ INSPECTIR DATE COVERING SAUNE SO/LS TO PROVIDED VIABLE COND/710N5 FOR 24. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED S~PP AND/OR SET OF MUNICIPAL~ LA -sT VERS/Q GROW1H. EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED " I~ )1_ 0811112022 ~\Ca f E ss1o,;-1 Geosyntec<> I 94~ 11 c~ 9v~AD I 194~ I BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. <c<c"° ~ll \.. Go,; < <" NEIL MOHR, GENERAL MANAGER • DATE 25. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM ;:} x;-'t-<'_.,, ~ SURFACE AND CROSS SEC710N. 1HE SITE SHALL BE LEFT IN A NEAT AND SOURCE OF TOPOGRAPHY ~ !::: ~ z. consultants QRtl)Qlll PLANS JOB: ORDERLY CONDl710N. ALL STONES. ROOTS OR OTHER DEBRIS SHALL BE REMOVED ~ oc:: No. 85579 N ~ °' E,p. 09/30/2022 "" PAIDMAR TRAN'ki.li'ER STATION AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. TOPOGRAPHY SHOWN ON 1HESE PLANS WAS GENERA TED BY: CAL VAQA SUB.'l'f:.Yft:I.G {l!I.C ~ * 26. ALL SLOPES SHALL BE IRRIGATED, STABIUZED, PLANTED AND/OR HYDROSEEDED METHODS FROM INFORMA 710N GA THEREO ON MARCH J.rd. 2Q21 BY MICHllEL CARLSON STORMWATER TREATMENT DESIGN J')' "" Wl1HIN TEN (10) DA'IS OF THE 71ME 'MIEN EACH SLOPE /5 BROUGHT TO GRADE TOPOGRAPHY SHOVttl HEREON CONFORMS TO NA710NAL MAP ACCURACY STANDARDS. -1 I' C/V\\. °"" I.L AS SHOWN ON THE APPROVED GRADING PLANS. t Op CA\,\\G TITI '° SHFFT 27. LANDSCAPING SHALL BE ACCOMPUSHED ON ALL 5/..0PES AND PADS AS REQUIRED IAPPRO~: JASON s. GELDERT I BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR PROJECT LOCATION ECP. I{!!~ DAlE : THIS PROJECT, DRAWING NO. NL.A , AND/OR AS DIRECTED BY THE CITY 92,-);f,;-ENGINEEMIG IIANNlER RCE 831112 ENGINEER OR PLANNING DIRECTOR. 1H/5 PROJECT /5 LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 0811112022 I 209-050-25DO DAlE N1W. DAlE NDM. DAlE NDM. IRVWD BY: PRo.ECT NO. DRAWING NO. 1HE CAUFORNIA COORDINATE INDEX OF 1H/5 PROJECT /S: REVISION DESCRIPTION :CHKD BY: CD 2021-0024 442-3C Elm EER aF WORK 01IER N'ffltNIL CITY 14 I IICIVAL N 1994070 E 6250345 . D,'\l)RA ..... FUS\1111.E SHE1S\ORAIIIIO 1111.E SIIEET.DIIQ -02/IB/17 JSTDocuSign Envelope ID: A455B44A-63F9-409A-AA37-7105B85613A711/2/2022 NP:\CADD\W\WASTE MANAGEMENT\PALOMAR TRANSFER STATION\TREATMENT SYSTEM DESIGN\DRAWINGS\SHEETS\CWR0667 C02 NOTES.dwg Last Edited by: ADominguez on 7/8/2022 11:16 AM2355 NORTHSIDE DRIVE, #250SAN DIEGO, CALIFORNIA 92108619.297.1530ENGINEER OF WORKRICHARD GONZALEZ, PERCE No. C 85579 EXP. 09/30/2022DATELEGAL DESCRIPTION THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF CARLSBAD, IN THE COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: THOSE PORTIONS OF LOTS A AND B OF RANCHO AGUA HED/ONDA, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 823, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, NOVEMBER 16, 1896, DESCRIBED AS FOLLOWS: COMMENCING AT A POINT 14 OF SAID LOT B AS DESIGNATED ON SAID MAP NO. 823; THENCE ALONG THE BOUNDARY OF SAID LOT B, SOUTH 89"54'00" EAST, 23.41 FEET TO THE NORTHEASTERLY CORNER OF LAND DESCRIBED IN DEED TO NORTH COUNTY INVESTMENTS, RECORDED JUNE 16, 1971 AS INSTRUMENT NO. 126673 OF OFFICIAL RECORDS AND BEING THE TRUE POINT OF BEGINNING; THENCE RETRACING ALONG SAID BOUNDARY NORTH 89"54'00" MST, 23.41 FEET TO SAID POINT 14 OF LOT B; THENCE ALONG THE BOUNDARY OF SAID LAND OF NORTH COUNTY INVESTOR'S AS FOLLOWS: SOUTH 54'15'33" WEST, 326.48 FEET; SOUTH 50'55'35" WEST, 1788.65 FEET, SOUTH 01'28'24" WEST, 787.30 FEET AND SOUTH 10'46'15" WEST, 2187.68 FEET TO THE MOST NORTHERLY CORNER OF LAND DESCRIBED IN PARCEL 1 IN DEED TO CARLSBAD MUNICIPAL WATER DISTRICT, RECORDED DECEMBER 27, 1961 AS INSTRUMENT NO. 222199, OF OFFICIAL RECORDS, AND BEING A POINT HEREIN DESIGNATED AS POINT X; THENCE ALONG THE BOUNDARY OF SAID WATER DISTRICT'S LAND AS FOLLOWS: SOUTH 73'43'45" EAST 232.43 FEET TO AN ANGLE POINT THEREIN, AND SOUTH 38'38'25" EAST, 341.96 FEET TO THE MOST EASTERLY CORNER OF SAID LAND; THENCE SOUTH 38'38'25" EAST 100.00 FEET; THENCE SOUTH 51'21'35" WEST, 638.00 FEET TO THE NORTHEASTERLY LINE OF COUNTY ROAD SURVEY NO. 682 (KNOWN AS EL CAMINO REAL) ACCORDING TO PLAT THEREOF ON FILE IN THE OFFICE OF THE COUNTY ENGINEER OF SAN DIEGO COUNTY; THENCE ALONG SAID NORTHEASTERLY LINE, NORTH 38'38'25" WEST (RECORD = NORTH 38'35'00" WEST), 50.00 FEET TO A POINT HEREIN DESIGNATED AS POINT Y,· THENCE CONTINUING NORTH 38'38'25" WEST, 150.00 FEET TO A LINE WHICH BEARS SOUTH 10'46'15" WEST FROM SAID POINT X; THENCE SOUTH 10'46'15" WEST, 39.50 FEET TO THE CENTER LINE OF SAID COUNTY ROAD SURVEY NO. 682; THENCE ALONG SAID CENTER LINE SOUTH 38'38'25" EAST, 1047.69 FEET TO THE WESTERLY PROLONGATION OF COURSE NO. 3, IN THE SOUTHERLY BOUNDARY OF SAID LOT B AS SHOWN ON RECORD OF SURVEY MAP NO. 517, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, OCTOBER 12, 1935; THENCE ALONG SAID PROLONGA T/ON AND SAID COURSE NO. 3, NORTH 84'34'38" EAST (RECORD = NORTH 84'38'00" EAST) 1892.91 FEET TO A LINE WHICH BEARS SOUTH 03'05'08" EAST FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 03'05'08" WEST, 5593. 11 FEET TO THE TRUE POINT OF BEGINNING. TOGETHER WITH THAT PORTION OF LOT B OF RANCHO AGUA HEDIONDA, IN THE COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 823, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, NOVEMBER 76, 7896, INCLUDED IN THAT CERTAIN 6.459 ACRE PARCEL OF LAND AS SHOWN ON RECORD OF SURVEY MAP NO. 7845 ON FILE IN THE OFFICE OF THE COUNTY ENGINEER OF SAID SAN DIEGO COUNTY, LYING EASTERLY OF THE WESTERLY LINE OF A STRIP OF LAND 48.00 FEET IN WIDTH, THE SIDELINES OF SAID STRIP BEING 24.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTER LINE: COMMENCING AT THE MOST SOUTHERLY CORNER OF SAID 6.459 ACRE PARCEL; THENCE SOUTH 51'47'58" WEST ALONG THE SOUTHWESTERLY PROLONGATION O THE SOUTHEASTERLY LINE OF SAID PARCEL, A DISTANCE OF 55.00 FEET TO THE CENTER LINE OF ROAD SURVEY NO. 7800-7, A PLAT OF WHICH IS ON FILE IN THE OFFICE OF THE COUNTY ENGINEER OF SAID COUNTY,· THENCE SOUTH 38'38'25" EAST, ALONG SAID CENTERLINE 141.28 FEET TO THE TRUE POINT OF BEGINNING; THENCE LEAVING SAID CENTERLINE, NORTH 76'34 '27" EAST, 480. 00 FEET TO THE BEGINNING OF A TANGENT 350.00 FOOT RADIUS CURVE CONCA VE WESTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, CONCA VE WESTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 81'50'49" TO THE POINT OF TERMINUS, AS CONVEYED TO THE COUNTY OF SAN DIEGO BY DEED RECORDED AUGUST 23, 7977 AS INSTRUMENT NO. 77-345406 OF OFFICIAL RECORDS. EXCEPTING THEREFROM THAT PORTION CONVEYED TO THE CITY OF CARLSBAD IN DEED RECORDED JUNE 30, 1982 AS INSTRUMENT NO. 82-201566 OF OFFICIAL RECORDS, DESCRIBED AS FOLLOWS: ALL THAT PORTION OF LOT B OF RANCHO AGUA HEDIONDA, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 823, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, NOVEMBER 16, 1896, LYING WITHIN THE LAND DESCRIBED IN DEED TO SAID COUNTY OF SAN DIEGO, RECORDED JANUARY 18, 1974 AS INSTRUMENT 74-014190 OF OFFICIAL RECORDS, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEASTERLY CORNER OF SAID COUNTY OF SAN DIEGO LAND; THENCE NORTH 89'54'00" WEST, 23.41 FEET TO A POINT 14 OF SAID LOT B AS SHOWN ON SAID MAP 823; THENCE ALONG THE BOUNDARY OF SAID COUNTY LAND, SOUTH 54'15'33" WEST, 326.48 FEET,· THENCE SOUTH 50'55'35" WEST, 1788.65 FEET; THENCE SOUTH 01'28'24" M"ST, 787.30 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID BOUNDARY, SOUTH 10'46'15" WEST 1337.68 FEET; THENCE LEAVING SAID BOUNDARY, SOUTH 7973'45" EAST, 703.35 FEET,· THENCE NORTH 30'28'48" EAST, 900.00 FEET; THENCE NORTH 30'37 '12" WEST, 800.00 FEET; THENCE SOUTH 87'45'29" WEST, 497.59 FEET TO THE TRUE POINT OF BEGINNING. SYMBOLS: TITLE MARKERS SECTION/DETAIL NUMBER 1 -04 SECTION /DET Al L SCALE: 1' = 1 O' SHEET DRAWING IS SHOWN ON SECTION MARKERS SECTION NUMBER SHEET SECTION IS SHOWN ON DETAIL MARKERS DETAIL NUMBER 10 ---/ ' I \ I \ SHEET DETAIL IS SHOWN ON \ I ', I ..... / ---ABBREVIATIONS AB AGGREGATE BASE AC/ AMERICAN CONCRETE INSTITUTE ACP ASPHALT CONCRETE PAVEMENT ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AVE AVENUE BL VD BOULEVARD BMP BEST MANAGEMENT PRACTICE BGS BELOW GROUND SURFACE BOT BOTTOM CF CURB FACE Cl CAST IRON CL CENTERLINE DG DECOMPOSED GRANITE DI DRAINAGE INLET DTL DETAIL DW DOMESTIC WATER E EAST ELEC ELECTRICAL EW EACH WAY EX EXISTING FG FS FL FM G GB HOPE ID /NV JS L LF MAX MH MIN N NG oc OD OFD OH PSI PVC s SCH SD SDRSD SL ss SST ST STD T TB TBD TEL-VAULT TC TS TW TYP VIF w FINISHED GRADE FINISHED SURFACE FLOWLINE FORCE MAIN GAS GRADE BREAK HIGH-DENSITY POLYETHYLENE INSIDE DIAMETER INVERT JUNCTION STRUCTURE LENGTH LINEAR FEET MAXIMUM MAINTENANCE HOLE/MANHOLE MINIMUM NORTH NA TUR AL GROUND ON CENTER OUTER DIAMETER OVERFLOW DRAIN OVERHEAD POUNDS PER SQUARE INCH POLYVINYL CHLORIDE SOUTH SCHEDULE STORM DRAIN SAN DIEGO REGIONAL STANDARD DRAWINGS STREET LIGHT SANITARY SEWER STAINLESS STEEL STREET STANDARD TELECOMMUNICATIONS TOP OF BERM TO BE DETERMINED TELECOMMUNICATIONS VAULT TOP OF CURB TRAFFIC SIGNAL TOP OF WALL TYPICAL VERIFY IN FIELD WEST NOTICE TO CONTRACTORS: 1. THIS IMPROVEMENT CONSISTS OF WORK CALLED FOR ONLY ON THIS PLAN. 2. INSPECTION: ALL WORK AND MATERIALS SHALL BE INSPECTED BY THE INSPECTOR OF PUBLIC WORKS DURING CONSTRUCTION PURSUANT TO LA TEST EDITION OF 0STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION° {GREENBOOK) AND THE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCT/ON AS APPLICABLE. 3. UNDERGROUND SERVICE ALERT: BEFORE COMMENCING ANY EXCAVATION, OBTAIN AN UNDERGROUND SERVICE ALERT {USA) INQUIRY I.D. NUMBER BY CALLING 811 OR (BOO) 422-4133. TWO WORKING DAYS SHALL BE ALLOM"D AFTER THE I.D. NUMBER IS OBTAINED AND BEFORE THE CONTRACTOR STARTS THE EXCAVATION WORK SO THAT UTILITY OWNERS CAN BE NOTIFIED. 4. PROTECTION OF EXISTING FACILITIES: UNLESS OTHERWISE SPECIF/CALLY STA TED IN THESE DRAWINGS, PROTECT ALL EXISTING IMPROVEMENTS INCLUDING UTILITIES. FACILITIES DISTURBED OR DAMAGED BY THE CONTRACTOR ARE TO BE RESTORED WITH MATERIALS EQUAL OR BETTER THAN THE ORIGINAL AT THE CONTRACTOR'S EXPENSE. GENERAL NOTES: 1. PRIOR TO START OF CONSTRUCT/ON, VERIFY ALL EXISTING CONDITIONS REQUIRED TO PERFORM WORK. IF CONDITIONS DIFFER FROM THOSE SHOWN ON THE DRAWINGS, NOTIFY THE ENGINEER IMMEDIATELY AND STOP WORK UNTIL DIFFERING CONDITIONS HA VE BEEN EVALUATED. 2. SHOULD CONFLICTING INFORMATION BE FOUND ON THE PLANS, NOTIFY THE ENGINEER BEFORE PROCEEDING WITH THE WORK IN QUESTION. 3. MINIMUM SAFETY STANDARDS: COMPLY WITH ALL APPLICABLE STA TE OF CALIFORNIA, DEPARTMENT OF INDUSTRIAL RELATIONS, AND DIVISION OF OCCUPATIONAL SAFETY AND HEAL TH {CAL/OSHA) SAFETY STANDARDS. 4. TEMPORARY FACILITIES: CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY FACILITIES INCLUDING POWER, WATER, AND SANITARY FACILITIES NEEDED FOR CONSTRUCTION. EROSION & SEDIMENT CONTROL NOTES: 1. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED CITY SWPPP AND/OR EROSION CONTROL PLAN SHALL BE INCORPORATED HEREON. 2. ALL DEBRIS SHALL BE CLEANED UP DAILY AND SECURED AT THE END OF THE DAY. 3. PROTECT DOWNSTREAM CATCH BASIN AND SURFACE WATERS FROM CONVEYANCE OF CONSTRUCTION POLLUTANTS. MAINTAIN AND MODIFY AS NEEDED DURING CONSTRUCTION. CONCRETE PAD SPECIFICATION AND NOTES: 1. CONCRETE SHALL HA VE A 28-DA Y COMPRESSIVE STRENGTH OF 4,000 PSI AND HAVE A MAXIMUM WATER-CEMENTITIOUS MATERIAL RATIO OF 0.5. THE CEMENT USED IN THE CONCRETE SHALL BE TYPE II CEMENT IN ACCORDANCE WITH ASTM C150. THE SURFACE OF THE CONCRETE SLAB SHALL HA VE A MEDIUM BROOM FINISH. 2. CONCRETE SHALL BE REINFORCED WITH #4 REBAR @ 12-INCHES ON CENTER EACH WAY. REBAR SHALL BE GRADE 40 AND CONFORM TO ASTM A615. 3. CONCRETE AGGREGATE SHALL HA VE A MAXIMUM AGGREGATE PARTICLE SIZE OF ¾-INCH AND CONFORM TO ASTM C33. 4. 3" MINIMUM REBAR CONCRETE COVER FROM EDGES AND SUBGRADE. 5. CONCRETE SLUMP SHALL BE BETWEEN 1 AND 4 INCHES. 6. 7. 8. 9. 10. 11. 12. 13. CONCRETE EXPANSION JOINTS SHALL BE PROVIDED BETWEEN PANELS AS SHOWN IN THE CONSTRUCTION DRAWINGS. JOINTS SHALL BE A MINIMUM OF ¾-INCHES WIDE AND 1-/NCH DEEP AND FILLED WITH POLYURETHANE SEALANT FLUSH WITH ADJACENT CONCRETE. IF JOINTS ARE CONSTRUCTED BY SAW CUTTING. SAW cumNG SHALL BE PERFORMED WITHIN 4 TO 12 HOURS AFTER THE SLAB HAS BEEN FINISHED IN EACH AREA. CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C94AND CONCRETE FORMS SHALL CONFORM TO THE REQUIREMENTS OF AC! 347. STANDING WATER, MUD, DEBRIS, AND FOREIGN MATTER SHALL BE REMOVED BEFORE CONCRETE IS PLACED. THE CONCRETE SUBGRADE SHALL BE APPROVED BY THE ENGINEER PRIOR TO THE PLACEMENT OF CONCRETE. CONCRETE SHALL BE A MINIMUM OF 8-/NCHES THICK AND CONSTRUCTED TO THE LINES AND GRADES SHOWN ON THE CONSTRUCT/ON DRAWINGS. CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING, EXCESSIVE HOT OR COLD TEMPERA TURES, AND MECHANICAL INJURY IMMEDIATELY AFTER CONCRETE PLACEMENT. CONCRETE SHALL BE ALLOWED TO CURE FOR A MINIMUM OF 14 DA Y.S. FIELD QUALITY CONTROL SHALL CONSIST OF THE FOLLOWING CONCRETE TESTS: A SET OF FOUR (4) CONCRETE CYLINDERS SHALL BE TAKEN FOR EVERY 100 CUBIC YARDS, OR FRACTION THEREOF, OF CONCRETE PLACED EACH DAY.CONCRETE CYLINDERS SHALL BE 6-/NCH DIAMETER BY 12-INCHES HIGH OR 4-INCH DIAMETER BY 8-/NCHES HIGH. CONCRETE CYLINDERS SHALL BE MADE AND CURED IN ACCORDANCE WITH ASTM C31 AND ASTM C39. A CYLINDER FROM EACH SET OF CYLINDERS SHALL BE TESTED FOR COMPRESS/VE STRENGTH IN PSI IN ACCORDANCE WITH ASTM C39 AT 7 DAYS, 14DA YS, AND 28 DA Y.S CURING TIME. THE ADDITIONAL SAMPLE SHALL BE MAINTAINED FOR ADDITIONAL TESTING IF NEEDED. ONE (1) SLUMP TEST SHALL BE PERFORMED PER 50 CUBIC YARDS, OR FRACTION THEREOF, OF CONCRETE PLACED EACH DAY IN ACCORDANCE WITH ASTM D143. THE FOLLOWING DA TA RECORDS FOR PLACED CONCRETE ITEMS SHALL BE MAINTAINED: LOCATION OF PLACEMENT, QUANTITY, AIR TEMPERA TUR£, AND TEST SAMPLES TAKEN. SPECIFICATIONS: 1. GENERAL: 1.1. ALL WORK SHALL CONFORM TO THE LA TEST EDITION AND SUPPLEMENTS OF "STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCT/ON° (GREENBOOK), AND CORRESPONDING "SUPPLEMENT TO THE LA TEST EDITION OF THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCT/ON" (WHITEBOOK). 1.2. INSTALL MA TE.RIALS AND EQUIPMENT IN ACCORDANCE WITH MANUFACTURER GUIDELINES UNLESS OTHERWISE NOTED ON DRAWINGS AND SPECIF/CATIONS. 1.3. EQUAL PRODUCTS: CONTRACTOR CAN PROVIDE "EQUAL O PRODUCTS FOR ALL MA TE.RIALS SPECIFIED. IF EQUAL PRODUCTS ARE PROPOSED, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DEMONSTRATE THAT THE PROPOSED PRODUCTS ARE EQUAL TO THE SPECIFIED PRODUCT. PRE-APPROVED MA TE.RIALS ARE NOTED IN PARENTHESIS. 2. EARTHWORK: 2.1. NO FILL TO BE PLACED UNTIL EXCAVATION BOTTOM HAS BEEN INSPECTED AND APPROVED BY THE ENGINEER. 2.2. SUBGRADE PRE.PARA TION: SCARIFY AND RE-COMPACT TOP 6 INCHES OF LOOSE OR DISTURBED SUBGRADE UNLESS OTHERWISE DIRECTED BY THE ENGINEER. FILL MAY BE PLACED DIRECTLY ON TOP OF THE UNDISTURBED NATIVE MA TE.RIALS AS DETERMINED BY THE ENGINEER. 2.3. FILL MA TE.RIAL: SCREENED NATIVE MA TE.RIALS ARE SUITABLE FOR USE AS FILL MA TE.RIAL. SCREENED NATIVE MA TE.RIALS SHALL BE FREE OF ORGANIC MATTER, DELETERIOUS MA TE.RIALS, AND ROCKS OR OTHER OBJECTS LARGER THAN 2 INCHES. 2.4. ALL FILL SHALL BE COMPACTED TO THE FOLLOWING MINIMUM RELATIVE COMPACTION CRITERIA: 2. 4. 1. BASE MA TERI AL UNDER ROADWAYS, CURB, AND GUTTER: 95 PERCENT 2. 4.2. BASE MA TERI AL UNDER CATCH BASINS AND MAINTENANCE HOLES: 95 PERCENT 2.4.3. BASE MATERIAL UNDER NON-TRAFFIC AREAS:90 PERCENT 2.4.4. SOIL BACKFILL: 90 PERCENT 2.4.5. DISTURBED SUBGRADE: 90 PERCENT 3. PIPE AND FITTINGS: 3.1. PIPE AND FITTINGS: 3.1.1. FORCE MAIN: PVC SCH 80 3.1.2. STORM DRAIN PIPES AND FITTINGS: CORRUGATED HOPE (ADS N-12 DUAL WALL) 3.1.3. SST BAND PIPE SUPPORT: 304/316 STAINLESS STEEL CLAMP STYLE PIPE SUPPORT WITH STRUT TYPE METAL FRAMING SYSTEM (UN/STRUT P2558-40) 3. 1. 4. CHECK VAL VE: STAINLESS STEEL BALL CHECK VAL VE: (FLOM A TIC VALVES BALL CHECK VAL VE MODEL 408256 3.1.5. PROVIDE FITTINGS AND ADAPTERS AS NECESSARY TO COMPLETE WORK 3.2. PROVIDE MINIMUM SLOPE OF 0.5 PERCENT UNLESS OTHERWISE SHOWN ON DRAWINGS 3.3. PIPE BEDDING, WHERE REQUIRED, SHALL BE ONE OF THE FOLLOWING: 3.3.1. SAND 3.3.2. GREENBOOK SECTION 200-1.2.1 1/2-INCH CRUSHED ROCK 3.3.3. UNDISTURBED NATIVE FREE DRAINING MA TE.RIAL 4. DRAINAGE STRUCTURES: 4.1. JUNCTION BOX: PRE.CAST CONCRETE CATCH BASIN, 6" MINIMUM THICKNESS, WITH H-20 TRAFFIC RA TED FRAME AND SOLID COVER ( JENSEN PRE CAST D/4848) 4.2. DRAINAGE INLET.· PRE.CAST CONCRETE CATCH BASIN, 6" MINIMUM THICKNESS, WITH GAL VAN/ZED H-20 TRAFFIC RA TED FRAME AND GRATE (JENSEN PRE.CAST D14848) 4.3. TRENCH FRAME AND GRATE: H-20 TRAFFIC RATED FRAME AND GRATE (ABT MHD-24) 4.4. DETENTION TANK: 4,050 GALLON POLYETHYLENE TANK (BUSHMAN 4050 GALLON ROUND WATER STORAGE TANK) 4. 5. TRASH TREATMENT CONTROL DEVICE: 304 STAINLESS STEEL OR GAL VAN/ZED STEEL, 16 GAGE MINIMUM THICKNESS, WITH 5 MILLIMETER PERFORATIONS AND 50% OPEN SPACE (BIO CLEAN CONNECTOR PIPE SCREEN U-5. 7}; ANCHOR WITH 304 OR 316 STAINLESS STEEL CONCRETE ANCHORS. Geosyntec<> No. 85579 ,p. 09/30/202 consultants SPECIFICATIONS CONT'D: 5. ROCK MA TE.RIALS: 5.1. BASE: GREENBOOK SECTION 200-2.2 CRUSHED AGGREGATE BASE 5.2. RIP RAP ROCK: GREENBOOK SECTION 200-1.6 STONE FOR RIPRAP. ROCK SHALL BE QUARRY STONE WITH NO COBBLES. 5.3. FILTER BLANKET.· GREENBOOK SECTION 200-1.2 CRUSHED ROCK AND ROCK DUST. ROCK SHALL BE QUARRY STONE WITH NO COBBLES. 6. CONCRETE MA TE.RIALS: 6.1. CONCRETE CURB AND GUTTER: GREENBOOK SECTION 201-1 CLASS 520-C-2500 6.2. OTHER CAST-IN-PLACE OR PRECAST DRAINAGE STRUCTURES: GREENBOOK SECTION 201-1 CLASS 560-C-3250 6.3. NON-SHRINK GROUT: GREENBOOK SECTION 201-7.3 6.4. MORTAR: GREENBOOK SECTION 201-5 CLASS C 6.5. CONCRETE JOINTS: GREENBOOK SECTION 303-5.4 6.6. PRE.MOLDED JOINT FILLER: GREENBOOK SECTION 201-3.2 NONEXTRUDING AND RESILIENT FILLER (BITUMINOUS) 6. 7. CONCRETE FINISH: GREENBOOK SECTION 303-5.5 6. 8. CONCRETE CURING: GREEN BOOK SECTION 201-4. 1 TYPE 1-D MEMBRANE CURING COMPOUND 6.9. EPOXY ADHESIVE ANCHOR: HILT/ HIT-RE 100 7. BITUMINOUS MA TE.RIALS: 7. 1. SURFACE ASPHALT CONCRETE COURSE: GREENBOOK SECTION 203-6.4 CLASS D2-PG-64-10 7.2. BASE ASPHALT CONCRETE COURSE: GREENBOOK SECTION 203-6.4 CLASS B-PG-64-10 8. STRUCTURAL REINFORCEMENT: 8.1. DETAILING, FABRICATION, AND ERECTION OF REINFORCING STEEL, UNLESS OTHERWISE NOTED SHALL BE IN ACCORDANCE WITH DETAILS AND DETAILING OF CONCRETE REINFORCEMENT AC/ 315. 8.2. REINFORCING STEEL SHALL BE ASTM A 615, GRADE 60 UNLESS OTHERWISE NOTED. 9. PUMPS AND CONTROL PANEL: 9. 1. PUMPS (3X): SELF-PRIMING, 4" NPT DISCHARGE. 480 VOLT, 3 PHASE, 7.5 HP, 11 AMP, 1600 RPM, 270 GPM @ 40 FT HEAD (CORNELL 4STX) 9.2. CONTROL PANEL: CONTROL PANEL WITH ALARMS AND SIREN OPTION, LIQUID TIGHT JUNCTION BOX WITH (4) MECHANICAL PUMP FLOATS WITH 1-1/2" CONTROL DIFFERENTIAL: PUMP OFF, PUMP ON, LOW LEVEL ALARM, HIGH WATER ALARM, LEAD/LAG, LAG PUMP CONNECTED TO HIGHWATER ALARM (PARABOLA VFD CONTROL PANEL -LEVEL APPL/CATIONS) 9. 3. PROCESS CONTROL SPECIF/CATIONS. -! I • • I ·-----·--------------::::::::,..._ 0 200· 400' ----SCALE IN FEET KEY MAP 'AS BUILT' RC£ __ _ EXP, ___ _ DATE REVIEWED BY• INSPECTIR DATE PAIDMAR TRAN'ki.li'ER STATION STORMWATER TREATMENT DESIGN 1---+--➔----------------+---1---+--+----1 IAP::w:.~ MA~~ DA1E NDM. DA1E NDM. I RVWD BY: ---r,OllmMIERmli.= .. iii:cw...mT"'iai;IT';, j.J;.Pi,w.:mN.iL'l CHKD BY: DA1E N1W. Elm&l :JFWORIC REVISION DESCRIPTION PRo.ECT NO. DRAWING NO. CD 2021-0024 442-3C JSTDocuSign Envelope ID: A455B44A-63F9-409A-AA37-7105B85613A711/2/2022 x x// // // // // // // // // // // // // // // // // // // // // // // // // // // // //// // // //xMATCHLINE SEE LEFT2040NMATCHLINE SEE RIGHTP:\CADD\W\WASTE MANAGEMENT\PALOMAR TRANSFER STATION\TREATMENT SYSTEM DESIGN\DRAWINGS\SHEETS\CWR0667 C03 EX DEMO.dwg Last Edited by: RGonzalez on 8/10/2022 10:44 AM2355 NORTHSIDE DRIVE, #250SAN DIEGO, CALIFORNIA 92108619.297.1530ENGINEER OF WORKRICHARD GONZALEZ, PERCE No. C 85579 EXP. 09/30/2022DATEI \ EASEMENT NOTES 1. EASEMENT FOR THE INSTALLATION, CONSTRUCT/ON, OPERATION, MAINTENANCE, REPAIR, REPLACEMENT, AND RECONSTRUCT/ON OF WATER LINES, RECORDED AUGUST 22, 1979 AS INSTRUMENT NO. 79-0352199 OF OFFICIAL RECORDS. 2. EASEMENT FOR ROAD AND UTILITY PURPOSES AND FOR DRAINAGE FACILITIES, RECORDED JUNE 30, 7982 AS INSTRUMENT NO. 82-207566 OF OFFICIAL RECORD. 3. EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS, RECORDED AUGUST 21, 7979 AS INSTRUMENT NO. 79-350469 OF OFFICIAL RECORDS. 4. EASEMENT FOR PUBLIC STREET AND PUBLIC UTILITY, RECORDED AUGUST 22, 2007 AS INSTRUMENT NO. 2007-0558614 OF OFFICIAL RECORDS. 5. EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS, RECORDED JUNE 12, 7979 AS INSTRUMENT NO. 79-247682 OF OFFICIAL RECORDS. 6. EASEMENT TO INSTALL ANY POLES, WIRES, PIPES OR SIMILAR UTILITY STRUCTURES OVER AND ALONG ANY OR ALL OF SUCH RIGHTS OF WAY, AS GRANTED BY DEED DA TED MARCH 26, 7936 AND RECORDED JULY 29, 1936 IN BOOK 541, PAGE 244 OF OFFICIAL RECORDS (NOT PLOTTED HEREON}. 7. EASEMENT FOR COMBINED UNDERGROUND ELECTRICAL SYSTEM PLUS GAS EASEMENT, RECORDED MAY 5, 2015 AS 2012-0475462 OF OFFICIAL RECORDS (NOT PLOTTED HEREON}. 2916 _, 29/J.51 _, 294.46 Ul "" 96.BJrc 295.19FS INV.:289.S'FI. I 2' HOPE SD I • I Z&Z!.IL\f.'i':)\~l}J-. .--2ffd'=------JI '/ r • I "'-\ "'-\ \ "'-\ 24' '8 ~ I I I "'--I ~ SEE EASEMENT \ S . NOTE 3 ~ I I I ,a:_ SEE EASEMENT \ NOTE 4 \'----SEE EASEMENT\ '¥1-"'1'f-l \ NOTE 1 I "'-\ 1a·1R'P SD "'-\-II .SEE EAS1MENT I I \ NOTE 2 Ul 2Brc I I \ o ,-., . I "'-\ \ I·, :·;,.-· • .. I t 1\/\: I • \•··· \ • "½--I lfl ,-I :,<' ~'\ I "'-o Is •• \ \ 28li2BF;. ,.._ __ 2.,1s,22rc "\\\l:_l=t::•i'.'t-1:r"'= ~V.:28J2rt. , , ·.•• I "'-. ·.·· --\\I zs.•· \ ·1 \l':' ,,., \ \ 289.0Brc 0 . ---KEY NOTES SURVEY CONTROL DA TA SURVEY CONTROL DA TA 0 0 ffi ® ® 0 8 9 10 11 @ TOP Of S/.OPf SAWCUT AND REMOVE EXISTING @ PROTECT EXISTING TRENCH DRAIN TO CONTROL ASPHALT PAVEMENT REMAIN POINT (GP) NORTHING EASTING CONTROL NORTHING POINT (GP) SAWCUT AND REMOVE EXISTING @PROTECT EXISTING DRAINAGE OUTLET 1 1994385.43 6250077.52 21 1994037.18 CONCRETE PAVEMENT TO NEAREST PIPE TO REMAIN @ PROTECT EXISTING LIGHT POLE AND 2 1994384.93 6250073.80 JOINT REMOVE DRAINAGE INLET ASSOC/A TED APPURTENANCES. 3 1994376.51 6250078.78 22 1994104.61 23 1994097.67 REPLACE EXISTING CURB (AND GUTTER) CONTRACTOR TO EXERCISE CARE WITH 4 1994365.95 6250076.49 24 1994093.49 IN KIND EXISTING LIGHTING CONDUIT IN THE 5 1994366.49 6250075.29 25 1994120.24 REPLACE EXISTING FENCE (AND GA TE) AREA 6 1994368.44 6250070.96 @PROTECT EXISTING TO NEAREST POST IN KIND 7 7994370.11 6250067.27 PROTECT EXISTING FRONTAGE SIGNS TO MASONRY/CONCRETE WALL @ PROTECT EXISTING DRAINAGE LINE TO 8 1994284.66 6250087.27 REMAIN 26 1994134.65 27 1994168.46 28 1994170.59 ABANDON AND INSTALL 6" PVC END REMAIN 9 1994282.98 6250083.48 29 1994167.18 CAPS @ASPHALT PAVEMENT TO BE RESTORED 10 1994012.46 6250099.42 30 1994156.39 PROTECT EXISTING TREE IN KIND AT MINIMUM 11 1994013.90 6250095.69 PROTECT EXISTING FENCE AND GA TE @RESTORE EXISTING CONCRETE SWALE IN 12 1993956.85 6250148.49 31 1994164.03 32 1994109.67 PROTECT EXISTING CURB KIND 13 1993959.70 6250145.66 33 1994116.20 PROTECT EXISTING DRAINAGE INLET TO 14 1994032.35 6250233.51 34 1994107.77 REMAIN PROTECT EXISTING INLET GUTTER TO 15 1994029.28 6250236.07 35 1994093.03 REMAIN 76 1994024.39 6250240.16 36 1994084.97 17 1994035.09 6250252.94 37 1994079.17 18 1994038.42 6250250.16 38 1994117.05 19 1994043.44 6250245.95 39 1994112.12 311.9518 "-.JOB.7118 ~ 306.9918 JOZ/218 JO.i.7218 I \Jl Z2018 . ... ... .. ... ..... ,. .. ... " ... .. .. ... "' ................ " .. .. ... .. ... ... ... .. ........................... ................... ,. .......................... "',.c>,_;I) ... ,. .,rlAN!JRAJl ... .. ,. ... ., .. ... .. ., " ... .. .. ., ,. ,. .. .. .. ... ... .. .. .. ... .. ,. ... ., ... -,<5i' .I ............. ,. .. .. .. .. ... .. .. .. ... ,. " .......... "' " .. "' ................. " .. ,. .. .. ........ ., ..................................................... ., ............................ ... ... ., ............. "' ......... " ........... "' ........... " ... "' :-.... .... + ..... ~ .. .. ... ... ... .. ~--<-........................................................ !Xl ............ C(> ......... 1\J ............. .. ~~ ............................... " " " " .. " " " " .. " .... ~ .... " " °"' ...... " ...... " " " .... .. -····················(tj··················· ...... . ,.. .. .,, ...... ,. ......... ,.. ................. .,, ...... ~ ..... " ............. " .. ... ... .. .. ,.. .............. ... ., .. " " ........... "' ... .. ... .. .. .. .. ... .. GP 39 GP 32 ,_, __ ,_,_,_, ,_, ' ,-,--,-,_,...::::.:=c,-1-----------------~ Geosyntec<> No. 85579 E,p. 09/30/202 consultants EASTING 6250229.46 6250340.57 6250337.33 6250335.35 6250376.73 6250387.04 6250365.67 6250375.12 6250379.28 6250386.17 6250398.50 6250433.20 6250443.43 6250448.81 6250425.72 6250425.45 6250412.91 6250390.21 6250381.98 I I GP 33 GP~ I 0 JI I II ;( • /. ~ Of SJ.OPE ! i 0 ----SCALE IN FEET J0Z68TC 0 0 HANOI/Al ·~ t 0 I • I • I . I • I • I • I . I • I . I • I . I i i i • o I 'AS BUILT' RC£ __ _ EXP, ___ _ REVIEWED BY• G-15 1/fRJEI. £-CAB £PB DATE INSPECTIR DATE .,_-+-+---------+---;--+---;r----1[:EIIC~~~ADIW QRtl)Qlll PLANS JOB: PAIDMAR TRAmi.li'ER STATION STORMWATER TREATMENT DESIGN 1---+---+----------------+---t--➔--+----t IAP-=.:=0=~=.=::-:-·ll-:-IIAIWlER===-----=RCE=-=11=-::-2=-----=EXP=JASON=.-:,~/Y!;::::--::.::-::. -D...,A1E=--DA1E N1W. Elm&l :JFWORIC REVISION DESCRIPTION DA1E NDM. DA1E NDM. IRVWD BY:---PRo.ECT NO. DRAWING NO. t;Oll~IER~~ .. :;;;,,MA..;;;;;;:-t-;:CITY;;;:;-.J=ii;;:;W.:;;_;IM.~ CHKD BY: CD 2021-0024 442-3C JSTDocuSign Envelope ID: A455B44A-63F9-409A-AA37-7105B85613A711/2/2022 FM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFM FMFMFMFMFM FMFMFM2IN-FM2IN-FM2IN-FM2IN-FM2IN-FM2IN-FM2IN-FM2IN-FM2IN-FM2IN-FM2IN-FM2IN-FMFMFM P:\CADD\W\WASTE MANAGEMENT\PALOMAR TRANSFER STATION\TREATMENT SYSTEM DESIGN\DRAWINGS\SHEETS\CWR0667 C04 GRAD.dwg Last Edited by: RGonzalez on 8/10/2022 12:59 PM2355 NORTHSIDE DRIVE, #250SAN DIEGO, CALIFORNIA 92108619.297.1530ENGINEER OF WORKRICHARD GONZALEZ, PERCE No. C 85579 EXP. 09/30/2022DATEI EASEMENT NOTES 1. EASEMENT FOR THE INSTALLATION, CONSTRUCT/ON, OPERATION, MAINTENANCE, REPAIR, REPLACEMENT, AND RECONSTRUCT/ON OF WATER LINES, RECORDED AUGUST 22, 1979 AS INSTRUMENT NO. 79-0352199 OF OFFICIAL RECORDS. 2. EASEMENT FOR ROAD AND UTILITY PURPOSES AND FOR DRAINAGE FACILITIES, RECORDED JUNE 30, 7982 AS INSTRUMENT NO. 82-207566 OF OFFICIAL RECORD. 3. EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS, RECORDED AUGUST 21, 7979 AS INSTRUMENT NO. 79-350469 OF OFFICIAL RECORDS. 4. EASEMENT FOR PUBLIC STREET AND PUBLIC UTILITY, RECORDED AUGUST 22, 2007 AS INSTRUMENT NO. 2007-0558614 OF OFFICIAL RECORDS. 5. EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS, RECORDED JUNE 12, 7979 AS INSTRUMENT NO. 79-247682 OF OFFICIAL RECORDS. 6. EASEMENT TO INSTALL ANY POLES, WIRES, PIPES OR SIMILAR UTILITY STRUCTURES OVER AND ALONG ANY OR ALL OF SUCH RIGHTS OF WAY, AS GRANTED BY DEED DA TED MARCH 26, 7936 AND RECORDED JULY 29, 1936 IN BOOK 541, PAGE 244 OF OFFICIAL RECORDS (NOT PLOTTED HEREON}. 7. EASEMENT FOR COMBINED UNDERGROUND ELECTRICAL SYSTEM PLUS GAS EASEMENT, RECORDED MAY 5, 2015 AS 2012-0475462 OF OFFICIAL RECORDS (NOT PLOTTED HEREON}. NOTES 7. MINIMUM PAVEMENT THICKNESS PER TABLE 6 AND 7 OF THE COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS PUBLIC ROAD STANDARDS: UNLESS OTHERWISE NOTED SHALL BE 4• AC OVER 9• AB AND 8" PCC OVER 9" AB 2. INSTALL PIPE BEDDING AND TRENCH BACKFILL FOR STORM DRAINS PER CITY STANDARD DRAWING DS-2. I I \ I I I KEY NOTES 0 CONSTRUCT O" VERTICAL MOW CURB PER SORSD G-01. CONNECT TO EXISTING CURB WITH 18" LONG /fl REBAR WITH 9" EMBEDMENT AND EPOXY ADHESIVE. 0 CONSTRUCT TYPE G CURB AND GUTTER (COMBINED} PER SDRSD G-02. 0 CONSTRUCT HEADWALL AND UPPER BASIN PER DETAIL H SHEET 6. 0 INSTALL NEW FENCE TO NEAREST POST AND MATCH EXISTING (IN KIND). 0 INSTALL DRAINAGE (DROP) INLET WITH H-20 TRAffiC RATED GRATE PER DETAIL A SHEET 5. ® ABANDON AND CAP EXISTING OUTLET PIPE. 0 INSTALL 4'x4' JUNCTION STRUCTURE WITH H-20 TRAFFIC RA TED SOLID ® COVER PER DETAIL D SHEET 5. CONSTRUCT TRENCH DRAIN WITH H-20 TRAFFIC RA TED GRATE PER DETAIL C SHEET 5. 0 INSTALL JUNCTION BOX WITH H-20 TRAFFIC RA TED SOLID COVER PER DETAIL B SHEET 5. ® INSTALL DRAINAGE (DROP} INLET WITH GRATE IN LOWER BASIN PER DETAIL I SHEET 6. @ CONSTRUCT 5'x5' PUMP WELL WITH H-20 TRAmc RATED SOLID COVER PER DETAIL E SHEET 5. @ INSTALL ABOVE GROUND PUMP (X3) PER DETAIL E SHEET 5. @ CONSTRUCT 75'x25' CONCRETE PAD PER DETAIL J SHEET 6. @ 21,000 GALLON (50'x10') STORAGE TANKS (X3} TO BE FURNISHED AND INSTALLED PER THIS PLAN AND RELATED BUILDING PERMIT BY OTHERS. SEE DETAIL M SHEET 7. @ STORMWA TER TREATMENT SYSTEM TO BE INSTALLED BY OTHERS. SEE DETAIL M SHEET 7. @) CONTROL PANEL AND APPURTENANCES TO BE INSTALLED BY ELECTRICAL/OTHERS. @ INSTALL 4,050 GALLON DETENTION TANK WITH 4" INLET FORCE MAIN, 2" OUTLET PIPE, AND 2• OVERFLOW PIPE PER DETAIL L SHEET 7. @ INSTALL JUNCTION BOX WITH H-20 TRAFFIC RATED SOLID COVER PER DETAIL K SHEET 6. @ CONSTRUCT TYPE A ASPHALT DIKE PER SDRSD G-05. @ INSTALL TRASH TREATMENT CONTROL DEVICE PER DETAIL N SHEET 7. @ TRENCH RESURFACING ASPHALT CONCRETE PAVEMENT PER CITY STANDARD DRAWING GS-26: SEE NO TE 1 THIS SHEET @ TRENCH RESURFACING ASPHALT CONCRETE PAVEMENT PER CITY STANDARD DRAWING GS-27. SEE NO TE 1 THIS SHEET No. 85579 ,p. 09/30/202 @ UTILITY CROSSING, MAINTAIN 12" MIN CLEARANCE BETWEEN ODS (284.0 (283.5 ( Geosyntec<> consultants / SEE EASEMENT NOTE 2 c::,0 / / SE~EAS ' . 'y ' / .. I =====%-~ ':i-e,e£ -B LF @ J. J% ~ I / i 283.9) {283.8) (284.0) Ii / / ---'---.,,,OR,,,'1m:IN.,,'1.,.G£"--'i,"'~""-'{T. 5 309.85 RIM 305.30 /NV 18" HOPE PIPE -116 IF O 3.1% 0 JUNCTION BOX 9 305.1 RIM--:-.-----} 301.75 /NV {N) 301.65 /NV (S) ti Jos---/ I ti I ti I fg 0 I fg ti I ti I fg I Y} ------llllf"IIII------MATCHUNE SEE LEFT 0 20 40 ----SCALE IN FEET 0 0 ·~ I • l I . I t 1 I , 1 . I I . I • I . I I I I • o I 'AS BUILT' RC£ __ _ EXP, ___ _ REVIEWED BY• INSPECTIR DATE DATE PAIDMAR TRAmi.li'ER STATION STORMWATER TREATMENT DESIGN l---+--+---------------+---+--t,---+-----1 !APPROVED: JASON s. GELDERT I ---------------------------------::· ::::ENGN::::""'::1::lll::::::IIAIWlER:::::::~;:::::::::::RCE:;;;:;a.,:;;;2;;:::;::;:;:IDIP:::::::::•:::'::('A;;::;f'l4;:;::;;;;;°";:1E:;;:;;::: DAlE NDM. DAlE NDM. IRVWD BY:---PRo.ECT NO. DRAWING NO. DAlE N1W. Ella &l :IF WORK REVISION DESCRIPTION ti011ni1ERiiiii"'. .. = .. 1C.A..•~i;C11Ynv: .. i:i::w.:iiw.i1M.Ll CHKD aY: CD 2021-0024 442-sc JSTDocuSign Envelope ID: A455B44A-63F9-409A-AA37-7105B85613A711/2/2022 P:\CADD\W\WASTE MANAGEMENT\PALOMAR TRANSFER STATION\TREATMENT SYSTEM DESIGN\DRAWINGS\SHEETS\CWR0667 C05 DTLS.dwg Last Edited by: RGonzalez on 8/10/2022 10:10 AM2355 NORTHSIDE DRIVE, #250SAN DIEGO, CALIFORNIA 92108619.297.1530ENGINEER OF WORKRICHARD GONZALEZ, PERCE No. C 85579 EXP. 09/30/2022DATE18" #4 REBAR; 9" EMBEDMENT. TYP EPOXY ADHESIVE, TYP 2' !MINI ----4' ----I 2' !MINI MATCH EXISTING GUTTER WIDTH 2·-I 4' .... . . . . ' ~: ~-~ I OUTLET PIPE_/ -------~ • ':,~ I PER PLANS .·:·. ;, • ~ -> .; ,.. •• .: ·\ fl ,. 'c,.~ ··.·--.::· ... ..:.-~ ·: ·.=-•. ~ ·;,.,, -~:.:;._, CURB '1 SA WCUT,· RECONSTRUCT PAVEMENT SECTION 7 I PER SPPWC 133-3 (CASE II) FOR ASPHALT 2' TYP L OR SPPWC 132-3 FOR CONCRETE __ -_l_ _j DRAINAGE INLET PLAN MATCH EXISTING GUTTER WIDTH GUTTER PRECAST DROP INLE7 DETAIL MATCH EX TRAFFIC-RA TED CURB HEIGHT CURB FRAME ANO GRATE OUTLET PIPE PER PLANS p "--.---+------~.-' p 6" CONCRETE 4" BASE d SLOPE TO DRAIN JO PRECAST DROP INLET d .o .o p .o .o 6" BASE DRAINAGE INLET SURFACE PROFILE 4" FM go· ELBOW, CONDUIT ANO WIRING FROM CONTROL PANEL, SEE NOTE 1 MANHOLE FRAME ANO COVER PER SORSO M-3A STEPS PER SORSO D-11A, TYP 10" ~-1 I 4 T----f--_.,....1 I I 51• 5" 4 2' CONE --"""-"""-""""'-I_ I 15" TYP 5.43' ---4 1' p PUMP(X3)~ TYP 18" MIN NOTE: 5" 4" FM, TYP SEE STORM WATER TREATMENT PLANS FOR CONTINUATION MANIFOLD TO (3) 20,000 GAL TANKS .; L • T •, • CHECK VAL VE {X3) ED DRAINAGE INLET 1. CONDUIT ANO WIRING FROM PUMP CONTROL PANEL PLUMBING CONTRACTOR TO COORDINATE WITH THE ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR TO INSTALL INLET PIPE PER PLANS MANHOLE FRAME OUTLET PIPE PER PLANS INLET PIPE PER PLANS -: •j ,. .· .... ·~ . -.. • •• • • • A • " • 0 t, .. 0 "ti•. 0 •,A -."+-~ ' . . ' . .. >--PER PLAN --< D PER PLAN STEPS PER SORSD 0-11A DETAIL SCALE: N. T. S. REINFORCE, PER SORSO MANHOLE PER SORSO 0-09 INLET PIPE(S) PER PLANS OUTLET PIPE PER PLANS 4 4'x4' JUNCnON STRUCTURE SCALE: N. T.S. 1----------VARIES ----------1 VARIES, ---+---3_33' ---+---VARIES, 2.75' MIN 2. 75' MIN TRENCH DRAIN FRAME, AND GRATE EXISTING PAVEMENT __ lO% MAX---. -" -" " -~ 4 ________ I __ 1o% MAX __ I C-04' d. ~ p ~ 6" CONCRETE 4" BASE DEPTH PER l· 4 ~-PLANS (3.2' MIN) . 4 I 24" 8" 8" 4 • d #4 REBAR 12" EW OC; 2" CLEAR ~Pl!g~~g,;~~6• BASE TYPICAL SECTION C 4 PRECAST DROP (DRAINAGE) INLET PER PLAN WITH TRAFFIC RA TED FRAME AND GRATE , LENGTH PER PLAN 4 SLOPE TO DRAIN 0.5% MIN 4 5% Ml DETAIL TRENCH DRAIN SCALE: N. T. S. MANHOLE FRAME ANO COVER PER SORSO M-3A ~-=~p .,.---...., ..,--.._--..\ \ STEPS PER SORSD 0-11A, TYP I 4 DEPTH PER 15" TYP PLANS ..__ 4 p 0 0 U'i't:. ~'f7f~ 6" BA;'(_/'-' , SLOPE TO DRAIN TRENCH DRAIN FRAME, ANO GRATE LENGTH PER PLAN 4 r 2.75' MIN 10% MAX -EXISTING PAVEMENT 6" CONCRETE 4" BASE 4 5% Ml 0.5% MIN , , 18" HOPE CONNECTOR PIPE TYPICAL PROFILE No. 85579 ,p. 09/30/202 d p 24 "INLET PIPE (W) PER PLANS REINFORCEMENT PER SORSO 0-10 5'x5' PUMP WELL PER SORSD D-10 --'-t-1-~ - - - - -• p p d 5' 4 p r 8" 15" " p BOTTOM SUMP PER PLAN 78" HOPE PIPE / -... I \ I + \ \ I '-/ --4 d p d p 4 ·P p CURTAIN WALL PER SORSD 0-38 ED 18" HOPE PIPE p d -I 10" I--FACE ELEVAnON SIDE ELEVA noN DETAIL F 4 CURTAIN WALL SCALE: N.T.S. Geosyntec<> consultants DAlE N1W. 4 6 8" SST BAND, TYP 24" INLET PIPE (£) PER PLANS MECHANICAL FLOAT SWITCH ELEVATIONS Fl.QA T SWITCH ELEVA TlON (FT) HIGH I.E\£L ALARM 281.5 PUMP •ON• 27Z3 (AL 1ERNA TING) PUMP(S) OFF' 276.J LOW L£VE'L ALARM 275.5 MECHANICAL FLOA T SWITCH, TYP SEE TABLE FOR KEY ELEVATIONS DETAIL PUMP WELL AND PUMP SCALE: N. T. S. OUTLET PIPE PER PLANS p DEPTH PER PLANS 0 0 TRAFFIC-RA TED FRAME ANO SOLID COVER WITH ACCESS OPENING INLET PIPE PER PLANS PRECAST DROP INLET SLOPE TO DRAIN ED 6" BASE DETAIL JUNCnON BOX SCALE: N. T. S. 'AS BUILT' RC£ __ _ EXP, ___ _ DATE REVIEWED BY• INSPECTIR DATE PAIDMAR TRAN'ki.li'ER STATION STORMWATER TREATMENT DESIGN . . ENQai&fau MANAllER JASON s. GELDERT I ROE 13812 EXP. I/YJ/24 DAlE PRo.ECT NO. DRAWING NO. Elm&l :JFWORIC REVISION DESCRIPTION DAlE NDM. DAlE NDM. I RVWD BY: ---t;011imii1ER;ji"j .. ;,;.,1C.A..;;;i"1--;CIT'nt;-; .. ;;::iiiw.:M1M.iL'l CHKD BY: CD 2021-0024 442-3C JSTDocuSign Envelope ID: A455B44A-63F9-409A-AA37-7105B85613A711/2/2022 xxxxxxxxxxxO7A6A6O7SDP:\CADD\W\WASTE MANAGEMENT\PALOMAR TRANSFER STATION\TREATMENT SYSTEM DESIGN\DRAWINGS\SHEETS\CWR0667 C05 DTLS.dwg Last Edited by: RGonzalez on 8/10/2022 10:10 AM2355 NORTHSIDE DRIVE, #250SAN DIEGO, CALIFORNIA 92108619.297.1530ENGINEER OF WORKRICHARD GONZALEZ, PERCE No. C 85579 EXP. 09/30/2022DATEMODIFIED WING 8 TYPE HEADWALL 18" HOPE PIPE G DETAIL NOT USED SCALE: N. T. S. VARIES ADD THREE 1-INCH ORIFICES 72" OC AT LEAST 24" BELOW TOP OF DRAINAGE INLET 0.48' 24" ----j EX CURB FREEBOARD MIN I__/ ,__ ____ --+-SEE PLANS -+-+-1~-------a I No. 2 BACKING ROCK RIPRAP 1" UPPER FILTER BLANKET 3/4" LOWER FILTER BLANKET SECTION A-A' EX DRAINAGE INLET-----.,,;""""s;-;oa"""'"""'~"""'-=-;-;c,~=.-c,~ 8 MODIFIED WING TYPE HEADWALL e-18" HOPE PIPE p AND 78" CMP 4 p p ., p p 4 SEE PLAN FOR EXTENTS 4 VIEW DETAIL UPPER BASIN SCALE: N. T. S. __ I I EX 18" CMP DRAINAGE PIPE, PROTECT IN PLACE I /( I I No. 85579 ,p. 09/30/202 EX FENCE 111 PRECAST DROP INLET REPLACE EX FENCE IN KIND 19" MATCH EX 2: 1 SLOPE MATCH EX ROCK SIZE AND THICKNESS p 4' OUTLET PIPE SLOPE TO DRAIN~ti:======~=l-Jd==~==P=E=R=P=L=A=N=============d I DETAIL 4 LOWER BASIN SCALE: N. T. S. ,_ ______________ 75' ---------------75•1 ·P 4 p 4 p 4 15' 4 p 4 p d 4 p 4 p 25' 4 p . 4 4 p 4 p 4 , 4 p 4 10' , 4 p 4 p p 4 4 p 4 4 p ' EX OUTLET CMP~ I ! ~=1 J OUTFALL PLAN Geosyntec<> consultants DAlE N1W. Elm&l :JFWORIC , 4 p 4 4 p d p , ~4 4 4 p 4 p 4 p 4 p 4 , p . 4 4 , PLAN 4 p 4 p p p p ., 4 p 4 4 p p p p 4 p 4 p 4 p 4 p 111 3" 12" oc . ., ·• SLOPE TO DRAIN l+ 4 p p 4 4 • p 4 4 4 p 4 p 4 p 4 3• EXPANSION JOINT, TYP 6" BASE J 5 PROPOSED GROUND DETAIL CONCRETE PAD SCALE: N.T.S. TYPICAL SECTION TRAFFIC-RA TED FRAME AND SOLID COVER WITH ACCESS OPENING p 2.5' MIN p ~9-'--------12" MIN EX 18" OUTLET CMP PIPE,~ , PROTECT IN PLACE \__ /\------I I 1/ I '--------4 J. PRECAST JUNCTION BOX 3.55' 24" MIN OUTFALL PROFILE SLOPE TO DRAIN 6" BASE #4 REBAR, TYP ED DETAIL OUTFALL SCALE: N. T. S. 'AS BUILT' RC£ __ _ EXP,____ DATE REVISION DESCRIPTION REVIEWED BY• INSPECTIR DATE PAIDMAR TRAmi.li'ER STATION STORMWATER TREATMENT DESIGN DAlE NDM. DAlE NDM. I RVWD BY: ---t;011imii1ER;ji"j .. ;,;.,1C.A..;;;i"1--;Cl1'nt;-; .. ;;::iiiw.:M1M.iL'l CHKD BY: PRo.ECT NO. DRAWING NO. CD 2021-0024 442-3C JSTDocuSign Envelope ID: A455B44A-63F9-409A-AA37-7105B85613A711/2/2022 P:\CADD\W\WASTE MANAGEMENT\PALOMAR TRANSFER STATION\TREATMENT SYSTEM DESIGN\DRAWINGS\SHEETS\CWR0667 C05 DTLS.dwg Last Edited by: RGonzalez on 8/10/2022 10:10 AM2355 NORTHSIDE DRIVE, #250SAN DIEGO, CALIFORNIA 92108619.297.1530ENGINEER OF WORKRICHARD GONZALEZ, PERCE No. C 85579 EXP. 09/30/2022DATECORE AND INSTALL 4" BULKHEAD TANK FITTING WITH LEAK PROOF GASKET 4" INLET PIPE, CONNECT TO STORM WATER mEA TMENT SYSTEM OUTLET PIPE EX GROUND ill Jl 11= _ _J]~lr'.-~I~ L 4 4,050 GALLON DETENTION TANK 2" PVC, TYP 2" BULKHEAD OVERFLOW OUTLET 2" BULKHEAD OUTLET DETAIL DETENnON SCALE: N.T.S. OUTLET AND OVERFLOW OUTLET TO OUTFALL TANK 90" ELBOW, TYP ~l1~µ II _l Equipment Layout -Republic Services -Palomar Transfer Station 210gpm Configuration Feed Reservoir 21kgal 43'x8'x10' (45'L total) Feed Reservoir 21kgal 43'x8'x10' (45'L total) Feed Reservoir 21kgal 43'x8'x10' (45'L total) t 12.7in. 12.7in. ,, I, I 1◄--------------45.0'-------------Estimated Equipment Weight (lb) Treatment Conex Clarification Tank 10500gal Backwash Tank 4900gal GACVessel IX vessel 60" IX vessel 84" Media Filter Operationa Dry 22660 13764 89975 42800 38400 14550 38650 25800 2500 1950 5400 2800 4600 6500 28.3' REVISIONS REV DESCRIPTION DATE INITIALS 1 Original 5/12/20 TJM 2 Updated equipment sizes, added dims 4/14/21 NAM 3 Changed to 40' conex 4/21/21 NAM 4 Added equipment weights 4/28/21 NAM 5 Added feed reservoirs 5/18/21 NAM 6 Revised weights for pumps and water in pipes 9/10/21 TJM.2 7 Added dimensions 9/10/21 TJM.2 7A Updated Tank Location 9/15/21 KOH -12.3in. __j ~---------~-12-2·.. I ____ 17.8in. /-=---4.3in. __ -=--_ 5.0in. _ 5.0in.J--,--,, __ / -----11~/-~\~IL/ ---.11 -->----► [1 lOSOOg:~J 1~/ lOSOOg!;)' 1 ri' 10500g~;: . j ,~1 lOSOOg~J) \;) V/ ;~-\) \ ~v-.._i (/;~ 1 ► ' Clarification ; \ Clarification / \ Clarification / • Clarification ! t-GA:// t:i.h1x_/~ [', __ 1x /-J 23.4in. 4.0' 5.1' 4.0' • 25.0' / ' Treatment Conex 17.8in. / 4900gal \ </ 8'x40' T -._ ---'7--'TY_:_"'. b Backflush :i ' --~ -, _J : Lu , ------~.~ : \\ Tank 1 ~-------j ,--------,---------=~c--1 \~.~~e~iJ_ Filt.~ati_?~-_.A ,, ______ ,,-, ____ // ~------~------+--t~------~C~)t:1fl ___ _::=====+==:;::===--1-~-::::'::==±:=---34.2in. 21.6in. ll.9in. 11.5in.-7.lin. ◄ 75.0' ► ,r-~ ti) WATERTECTONICS 0 COPYRIGHT 2021 WATERTECTOOICS PROPRIETARY-CONFIDENTIAL REPRODUCTION BY PERMISSION ONLY PG SIZE DWGNO PROIECTNAME REV DHAWill T. Mothersbaugh 11x17 Republic Services -Palomar Transfer Stilt ion 7A ISSUED 5/12/20 '.KALE 5HEET 1 OF 1 FOR REFERENCE ONLY. TO BE CONSTRUCTED UNDER SEPARATE PERMIT. 0) DETAIL TREATMENT SYSTEM LAYOUT SCALE: N. T. S. No. 85579 E,p. 09/30/202 HYDRA CONNECTOR PIPE SCREEN (CPS) U5.7 BYPASS HEIGHT SC tEN HE/ HT ROUNDED SCREEN CPS U WITH 5.7 FT SCREEN l£NGTH CPS HEIG/fT (IN) SCREO/ FLOW (CFS) 12 8,09 18 14.86 24 22,89 30 31.99 36 42.07 NOT£· BYPASS FLOW RA TES VARY WITH VAULT DEPTH AND BYPASS HBGHT. CONTACT BIO CLEAN FOR ADDITIONAL INFORMATION. GENERAL NOTES I. 810 CLEAN TO PROV/OE ALL 1/ATERW..S UNLESS OTl/£/iWISE NOTED-2. ALL DIIIENS/0//S, ELEVATIONS, SPECIFICATIONS, AND CAPACITIES ARE SU8JECT TO Cf/ANG£ J. THIS CPS UNIT IS D£S/GIIED FOR TREA Tl.IE/IT FLOWS THROUGH THE SCREEN. nows GREATER THAN THE TREATMENT FLOW RATE IWLL BrPASS OVER Tl/£ SCREEN. 4. A BYPASS UD JS REQUIRED SINCE THE OUTlU PIPE IS DIRECTLY BELOW THE CURB OPENING. 5, CPS IS COMPRISED OF 304 STAINLESS STffi. THICKNESS IS 16 G4UC£. SCRffN PERFORATIONS ARE 5 ll/LI.IM[T[IIS IN DIAl,/ITE/1. THE SCREEN AREA IS 51 % OPEN SPAC£ YPASS LID (WHEN MANDATOR'r') ISO VIEW -U SHAPE TOTAL SCRffN LENGTH ~ 5.7 SPAN LENGTH ~ 44" COMPATIBLE WITH PIPES UP TO ¢J6" ERFORATED SS FOLDED AT EDGES FOR MOUNTING (TYP) 16 GA 5 MM PERFORATED SS, 50% OPEN ONCRUE ANCHOR FOR MOUNTING STIFFENER SUPPORT BENDS FLAT SCREEN CENTRAL PANEL f------44"-----, f------47. 4N -------" TOP SECTION VIEW -U SHAPE INSTALLATION NOTES I. COI/TRACT0/1 TO PROV/OE AU LABOR, EQUIPMENT, IMTUIIALS, AND INCIDENrAI.S REQUIRED TO INSTALL THE CPS UNIT !WO APPIJRTENIWCES IN ACCORDANCE WITH THIS DRAWING /WO THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATEO IN MANUFACTURERS CONTRACT. 2. POSITION THE CPS SO IT IS EVENLY SPACED AROUNO THE CONNECTOR PIPE, ENSURING A MIN. OF 4• SPACING AWAY FROM ANY CORNERS. SCREEN BOTTOM SHALL BE R.USH WITH THE CATCH BASIN R.OOR, 0/1 WITH G4PS NO GREATER THAN 5 /JI,/. J. IF A BYPASS UO IS REQ/J/RfO, VERIFY THE BYPASS HBGHT NEEDED ANO I/ARK THAT LOCATION ON THE WAJ.1 OIRECTL Y ABOVE THE BASE UPRIGHrs. LIFT THE UO IN PLACE ANO I/ARK THE HOLE LOCAnONs FOR THE UD 1/0UlfT///G BRACKETS. SECURE THE LID WITH STAINLESS srm NUrs. WARIIIWTt: J lfM IIAI/UFACTURERS ME£TS FIJl.1 CAPTURE R£QIJ/REMENIS BIO CLEAN ENVWONMENrAL. SEFMC£5, INC. J98 ~ £L CENTRO, OCEANSIDE CA 92058 Pll()NE.• 760-433-7640 FAX.· 760-4JJ-J176 OATE 1/17/2020 SCA/£• NrS DRAFTER: G.U.S. UMTS • INCHES DETAIL /l£VISJONSc OATE ll£>ISIONS: OATE /l£VISJONSc OATE /l£VISJONSc OATE A Forterra Company ED TRASH TREATMENT CONTROL DEVICE SCALE: N. T. S. Geosyntec<> consultants 1' LAP -1 ~ 1'LAP 1L·-1l1S --1-#4-j9] -~ .. 2"CLR --A [ 2" CLR t w U 1YPE WING 1YPE PLAN FG1 rs 3/4" -CHAMFER -(TYP) 3• = #4@12"0C (BOTH WAYS) SECTION A-A 8" TW 2-#4 /NV I I I f I I I f 14 ;r, ' ,-,-,-,-,-, WING WALL REINFORCING I - I I I I f A~fFA7t1f2--*4-i~i ~}~soc ~ :•I-,,-,-~,~~ ~ -~;-I' 1-#4 6 FG2 ELEVATION SECTION B-B ALT DETAIL C ~IENSIX'IS stm ~PE IXlLllE ~PE • U l'IPE WING l'IPE U l'IPE OF ~PE L E F 18" 2'-J 1/8' 1'-3" l'-10 1/2" 24" J'-1 7/8' 1'-9" 2'-7 1/2' JO" 4'-5/8" 2'-J' J'-4 1/2' 36" 4'-11 1/2" 2'-9" 4'-1 1/2' NOTES I. CONCRETE SHALL BE 560-C-3250, 2. EXPOSED CORNERS SHALL BE 3/4" CHAMFERED. J. MULTIPLE PIPES SHALL BE SET A DISTANCE OF D/2, WITH A I' MIN BEIWEEN OUTSIDE DIAMETERS OF PIPES, w CONC. (CY) 2' 0.55 2'-6" 0.79 J' 1.05 J'-6" UJ 4. TOP OF HEADWALL SHALL BE PLACED APPROXIMATELY PARALLEL TO PROFlLE GRADE WHEN THE GRADE IS 3% OR MORE, 5. SKEWED PIPES, DIMENSION W SHALL BE INCREASED IN WIOTH OR LENGTH DUE TO SKEW OR MULTIPLE PIPES. EEL (Lili) 35 47 71 88 6. USE ALTERNATE DETAIL C FOR PIPE WALL THICKNESS GREATER THAN 3". CONC _ STEEL w CONC -El (CY) (LBS) (CY) (LBS) 0,63 4J 0.82 53 ~ :-s 0.93 60 ~ 1.22 73 iS z 1.29 85 ~ 1-66 109 = = 1.69 114 "2 2.19 136 Revision By Approved Dote SAN DIEGO REGIONAL STANDARD DRAWING ORIGINAL Kercheval Reformatted T. Stanton Edited T. Stanton Edited S.S T. Regello Edited T.R T. Regello 12 75 04/06 02/09 03/11 10/15 DETAIL WING AND U TYPE HEADWALLS FOR 18" TO 36" PIPES '!ING l'IPE CONC. (CY) 0.90 I.J6 1-92 2.55 STEEL (LBS) 61 86 123 162 LEGEND ON PLANS ----r;=i ---i...:::::::I RECOMMENDED BY TI-IE SAN DIEGO REGIONAL STANDARDS COMMITTEE Choi 0RAl'!NG NUMBER D-34 ED MODIFIED WING TYPE HEAD WALL SCALE: N. T. S. 'AS BUILT' RC£ __ _ EXP,, ___ _ DATE REVIEWED BY• INSPECTIR DATE PAIDMAR TRAN'ki.li'ER STATION STORMWATER TREATMENT DESIGN 1----1--+---------------+---t--t----t-----t !APPROVED: JASON s. GELDERT I 1-----1--+---------------+---+--+----t-----t ~-::::ENGIN:=:W:=Uc::Q:::ll.l:~:.N1i11.~;::::::::::RCE=;;,;;1»1~2~;;;::DP=::. l~/JA?~/24;;,;;.;D~;::tE:~ DA:11: NDM. DA:11: NDM. IRVWD BY:---PRo.ECT NO. DRAWING NO. DAlE N1W. Elmwt :JFWORIC REVISION DESCRIPTION t;011ini1ERiiii;; .. ;,,1C.A...;;;i"T"iC11Ym .. =::iiiw.:w1M.~ CHKD aY: CD 2021-0024 442-sc JSTDocuSign Envelope ID: A455B44A-63F9-409A-AA37-7105B85613A711/2/2022 &,7<2)&$5/6%$'6,7(3?&$''?:?:$67(0$1$*(0(17?3$/20$575$16)(567$7,21?75($70(176<67(0'(6,*1?'5$:,1*6?6+((76?&:5&6:333GZJ/DVW(GLWHGE\5*RQ]DOH]RQ301257+6,'('5,9(6$1',(*2&$/,)251,$TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) STORM WATER POLLUTION PREVENTION NOTES CITY Of' OCEANSIDE HIGHWAY 78 GENERAL SITE MN{AGEMENT REQUIREMENTS TH£ F0/.1.0MNG GOIERAL SITE: MANAGEl,IENT REQVIREMENTS SHA/.1 BE ADH£R£0 1lJ THROUGHOUT THE DURATION OF TH£ CONSTRUCTION WORK (YEAR ROUND) 1. IN CASE £MERGENCY WORK IS REQUIRED, CONTACT: JORDANA BJORKMAN FROl,I: REPUBUC SERVICES AT (TELNa) 657-243-4335 • 2. DEVICES SHOWN ON CITY APPROVED PLANS SHAU NOT 8£ MOVED OR MODIFIED MTHOUT TH£ APPROVAL OF TH£ ENGIN££RING INSPECTOR. 3. THE CONTRACTOR SHA/.1 RESTORE All EROSION CONTROL DEVICES 1lJ WORKING ORDER 1lJ THE SATISFACTION OF TH£ CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 4. THE CONTRACTOR SHAU INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REOOIRED BY TH£ CITY ENGINEER DUE 1lJ UNCOMPLETED GRADING OPERATIONS OR UNFORSEEN CIRC/J/,ISTANCES Vlf/CH MAY ARISE. 5. TH£ CONTRACTOR SHAU 8£ RESPONS/BL£ AND SHA/.1 TAKE NECESSARY PRECAUTIONS ro PREVENT PUBUC TRESPASS ONro AREAS 'MIER£ IMPOUNDED WA 7E7i'S CREA TE: A HAZARDOUS CONDITION. 6. GRADING AREAS AROUND THE PRO.ECT PER//,IETER MUST DRAIN AWAY FROl,I THE FACE OF SLOPE AT THE CONaUSION OF EACH WORKING DAY. 7. All REUOVABLE PROTECTIVE O£VICES SHAU BE IN PLACE AT TH£ END OF EACH WORKING DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). SILT AND OTHER D£8RIS SHA/.1 BE REUOVED AFTER EACH RAINFALL. 8. All GRAlfZ. BAGS SHAU CONTAIN J/4 INCH MINIMUM AGGREGATE. 9. All EXPOSED DISTURBED AREAS MUST HA VE EROSION PROTECTION BMPs PROPERLY INSTALLED. THIS INCLUDES All BU/WING PADS. UNFINISHED ROADS. AND SLOPES. ta ADEQIJA TE: PERll,l£7E7i' PROTECTION BMPs MUST 8£ INSTALLED AND MAINTAINED AND Will. BE UPGRADED, IF NECESSARY, 1lJ PROVIDE SUFFICIENT PROTECTION FROl,I RUNOFF DURING RAIN EVENTS. 11. ADEQUATE: SED/lrlENT CONTRa BMPs MUST BE INSTALLED AND MAINTAINED. 12. ADEOOA TE: BMPs 1lJ CONTROL OFFS/TE: SED//,IENT TRACKING MUST BE INSTALLED AND MAINTAINED. 13. A MINIMUM OF 125X OF TH£ MATERIAL NEEDED TOO INSTALL STANDBY BMPs 1lJ PROTECT THE EXPOSED AREAS FROl,I EROSION AND PREVENT S£Dfl.l£NT DISCHARGES, MUST BE STORED ONSITE. AREAS ALREADY PROTECTED FR()l,I EROSION USING PHYSICAL STABIUZA TION OR ESTABUSHED VEGlTA TION STABILIZATION BMPs ARE NOT CONSIDfR£D 1lJ BE "EXPOSED" FOR PURPOSES OF THIS REQVIREl,IENT. 14. TH£ OWNER/DElfZ.OPER/CONTRACTOR MUST F0/.1.0W "llf"A TH£R TRIGGERED" ACTION PLAN AND BE ABLE ro DEPLOY STANDBY BMPs ro PROTECT TH£ EXPOSED PORTIONS OF THE SITE: MTHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT IS DEFINED AS A 40X CHANCE OF RAIN MTHIN A 5-DA Y NATIONAL llE"A THER SERVICE FORECAST). ON REQUEST, TH£ OWNER/DElfZ.OPER/CONTRACTOR MUST PROVIDE PROOF OF THIS CAPABIUTY. 15. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMl's MUST COMMENCE AS SOON AS SLOPES ARE COMPLETED. TH£ OWNER/DElfZ.OPER/CONTRACTOR MAY NOT RELY ON THE ABIUTY ro DEPLOY STANDBY BMP MATERIALS ro PREVENT EROSION OF SLOPES THAT HA VE BEEN COMPLETED. 16. THE AREA THAT CAN 8£ aEARED, GRADED, AND LEFT EXPOSED AT ONE TIME IS lll,I/TED 1lJ TH£ AUOIJNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQVATELY PROTECT PRIOR 1lJ A PREDICTED RAIN EVENT. FOR LARGER SITES, GRADING SHOULD 8£ PHASED. IT MA y BE NECESSARY ro DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT ARE NOT COMPLETED, BUT ARE NOT ACTllofl. Y BEING WORKED 8£FOR£ ADDITIONAL GRADING IS AlLOIIEl1 1lJ PROCEED, AT TH£ DISCRETION OF TH£ CITY INSPECTOR. 17. All DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTllfZ.Y GRADED MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DA l'S'. TH£ ABIUTY ro INSTALL BMP MATERIALS IN A PROMl'T MANNER IS JJDI SUfflC/ENT. BMPs NEED ro BE INSTALLED IN THESE AREAS: 18. BMPs MUST 8£ STOCKPILED AT VARIOUS LOCATION THROUGHOUT TH£ PROJECT SITE: THROUGHOUT THE >£AR. WHENEVER THERE IS A 40X CHANCE OR GREA 7E7i' OF A RAIN WITHIN A THREE (J) DAY FORECAST. THE INSPECTOR MIL VERIFY THA T BMPs ARE ADEWATELY STDCKPILED. BMl's /,II/ST 8£ STOCKP/l.£D AND READY FOR DEPLOYMENT WHEN THERE IS 50X CHANCE OF RAIN VttTHIN A 48 HOUR FORECAST. FAILURE 1lJ COMPLY VttTH THIS REWIREMENT COULD RESULT IN THE ISSUANCE OF A STOP liQi'K NQUCE OR OTHER £NFORC8JENT ACTION. 19. All TR£A 11.tENT AND EROSION CONTROL BMPs MUST BE INSPECTED IIEE7(LY AND PRIOR 1lJ A FORECASTED RAIN EVENT OF GREA 7E7i' THAN 50-11: AND AFTER A RAIN EVENT. IN ADDITION, TREA 11.tENT CONTROL BMPs MUST BE SERVICED AS NEEDED THROUGHOUT THE >£AR. 20. IF SELECTED BMP FAILS DURING A RAIN EVENT. IT /,II/ST 8£ REPAIRED OR IMPROVED OR REPLACED VttTH AN ACCEPTABLE AL TERNA TE: AS SOON AS IT IS SAFE 1lJ DO SO. TH£ FAILURE OF A BMP INDICATES IT WAS NOT ADEWATE: FOR TH£ CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS AND REPLAce.tENT MUST THEREFORE PUT A MORE ROBUST BMP MEASURE IN PLACE. 21. All CONSTRUCTION £MPLOYE£S MUST BE TRAINED ON THE IMPORTANCE OF STORM WATER POLLUTION PREVENTION AND BMP MAINTENANCE. WEATHER TRIGGERED ACTION PLAN THE DEVELOPER SHAU DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES 1lJ COMPL£TEL Y PROTECT THE EXPOSED PORTIONS OF THE SITE: VttTHIN 48 HOURS OF A PREDICTED STORM EVENT ( A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 40X CHANCE OF RAIN BY THE NATIONAL llE"A THER SERVICE), IN ADDITION 1lJ BMPs IMPI.EMENTED >£AR-ROUND /NaUD/NG PERJME7Eli' CONTROL, WIND EROSION CONTROL, TRACKING, NON-STORM WA 7E7i' CONTROL. WASTE: MANAGEMENT. AND MATERIALS POLLUTION CONTROL. THE NATIONAL IEA THER SERVICE FORECAST SHAU 8£ MONITORED AND USED BY THE DEVELOPER ON A DAILY BASIS: IF PREC/PITA TION IS PREDICTED ( 40X CHANCE OF RAIN), THEN TH£ NECESSARY WA 7E7i' POLLUTION CONTROL PRACTICES SHAU BE DEPLOYED WITHIN 48 HOURS AND PRIOR 1lJ TH£ ONSET OF THE PRECIPITATION. THE DEPLOYMENT OF THE BMPS SHAU /NaUDE BUT NOT BE UM/TED ro GRAl£Z. BAGS AND SILT FENCES. A MINIMUM OF 125X OF THE MATERIAL NEEDED 1lJ INSTALL STANDBY BEST MANAGEl,IENT PRACTICES MEASURES 1lJ PROTECT THE EXPOSED AREAS FORM EROSION AND PREVENT SEDIMENT DISCHARGES MUST 8£ STORED ON-SITE. AREAS THAT HAVE ALREADY BEEN PROTECTED FR()l,I £ROSION USING PHYSICAL STABIUZA TION OR ESTABUSHED VEGlTA TION STABIUZA TION BMPS AS DETfRMINED BY TH£ CITY OF CARLSBAD ARE NOT CONSIDERED 1lJ 8£ "EXPOSED" FOR THE PURPOSES OF "IEATHER TRIGGERED ACTION PLAN~ AN ADEWATE: SOURCE OF EQUIPMENT AND WORKERS SHAU BE AVAILABLE FOR DEPLOYMENT OF "IEA THER TRIGGERED BMPS~ EROSION CQNTM HYDRQ'iffQ(@ PLANTING AND IRRJGA T1QN 1. All PERl,IANENT AND 1EMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHAU BE INSTALLED AND MAINTAINED AS REQVIRED IN SECTION 212 OF TH£ STANDARD SPECIF/CATIONS AND THE FOI..LOVttNG: A HYDROSEEDING SHAU BE APPLIED TO: 1 All SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL 1lJ VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HE:IGHT AND ADJACENT ro PUBUC WAIL OR STR££T. b. All SLOPES 4 FEET OR MORE IN HEIGHT. 2 AREAS GRADED FLA T7E7i' THAN 6: 1 WHEN ANY OF TH£ F0/.1.0WING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROV£1,1£NTS (CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DA l'S OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE 1lJ TH£ PUBUC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE: TR£A 11.tENT. B HYDROSEED/NG AREAS SHAU BE /RR/GA TED IN ACCORDANCE MTH THE F0/.1.0WING CRITERIA: 1 All SLOPES THAT ARE GRADED 6: 1 OR ST££PER AND THAT ARE: a. THREE 1lJ E:IGHT FEET IN HE:IGHT SHAU BE /RR/GA TED BY HAND WATERING FROl,I 00/CK COUPLERS/HOSE BIBS OR A CONVENTIONAL Sl'STEM OF LOW PREC/PITA TION SPRINKLER HEADS PROVIDING 1(J(}X COlf7i'AGE: b. GREA 7E7i' THAN 8 FEET IN HEIGHT SHAU 8£ WA 7E7i'ED BY A CONVENTIONAL Sl'STEM OF LOW PREC/PITA TION SPRINKLER HEADS PROVIDING 100X COlf7i'AG£ 2 AREAS SLOPED LESS THAN 6: 1 SHAU 8£ /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR 1lJ H'tDROSEEDING. TH£ DEVELOPER SHAU SUBMIT A PROPOSED SCHEME ro PROVIDE /RR/GA TION ro TH£ CITY ENGINEER. TH£ PROPOSAL SHAU BE SPECIFIC REGARDING THE NUMBERS. TYPE. AND COSTS OF THE fl..EMENTS OF TH£ PROPOSED Sl'STEM. J /RR/CA TION SHAU MAINTAIN THE MOISTURE L£lfZ. OF TH£ SOIL AT THE OPTIMUM L£1£Z. FOR TH£ GRADING OF TH£ HYDROSEEDED GROWTH. C HYDROS££DING MIX SHAU CONSIST OF All OF THE F0/.1.0WING: 1 SEED MIX SHAU CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE aoVER b. 20 lbs PER ACRE OF ZORRO FESCUE c. Jibs PER ACRE OF E SCHOOL CIA CAL/FORNICA d. 4 lbs PER ACRE OF ACHILLEA MI/..L£FOL/A e. Jibs PER ACRE OF ALYSSUM (CARPET OF SNOW} l 1/2 lb. PER ACRE IF DIMORPHOLECA g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY 8£ OMITTED ON VIS/BL£ FR()l,I E:ITHER A PUBUC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOC/JLA TED VttTH A NITROGEN FIXING BACTERIA AND APPIJED DRY EITHER BY DRWNG OR BROADCASING 8£FOR£ HYDROS££DING. L All SEED MATERIALS SHAU 8£ TRANSPORTED 1lJ TH£ JOBSITE: IN UNOPENED CONTAINERS VttTH THE CALIFORNIA DEPARTl.tENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED ro, OR PRINTED ON SAID CONTAINERS: J. NON-PHYTO-WXIC IETTING AGO/TS MAY 8£ ADDED 1lJ THE HYDROSEED SLURRY A T THE DISCRETION OF TH£ CONTRACTOR. 2 TYPE 1 MULCH APPIJED AT TH£ RA TE: OF NO LESS HAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, WHEN STRAW IS USED, IT MUST 8£ ANCHORED 1lJ THE SLOPE BY MECHANICAll Y PUNCHING NO LESS THAN 50X IF THE STRAW /NW THE SOIL J FERT/1../ZER CONSISTING OF AJ.IMONIUM PHOSPHATE: SULFA T£, 16-20-0 VttTH 15:r SULPHUR APPLIED AT THE RATE: OF 500 lbs. PER ACRE. D AREAS ro 8£ HYDROSEEDED SHAU BE PREPARED PRIOR ro HYDROS££DING: 1 ROUGHENING THE SURFACE 1lJ 8£ PLANTED BY ANY OR A COMB/NATION OF: a. TRACK WALKING SLOPES ST££PER THAN 6: 1. b. HARROWING AREAS 6: 1 OR FLA T7E7i' THAT ARE SUFFICIENTl. Y FRIABLE. 2 AREAS GRADED FLA T7E7i' THAN 6: 1 WHEN ANY OF TH£ F0/.1.0WING CONDITIONS EXIST: a. ADJUSTING THE SURFACE SOIL MO/STUR£ ro PROVIDE A DAMP BIT NOT SA 1/JRA TED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTl.tENT, LEACHING COVERING SALINE SOILS 1lJ PROVIDED VIABLE CONDITIONS FOR GROWTH. E HYDROSEEDING AREAS SHAU BE MAINTAINED 1lJ PROVIDE A VIGOROUS GROWTH UNTIL THE PRO.ECT IS PERIIANENTl. Y LANDSCAPED OR, FOR AREAS YrHERE HYDROS££DING IS TH£ PERl,IANENT LANDSCAPING, UNTIL TH£ PRO.ECT IS COMPLETED AND All BONDS RELEASED. 2. All SLOPES SHAU HA VE /RR/GA TION INSTALLED AND BE STABIUZED, PLANTED AND/OR HYDROS££DED WITHIN TEN (10) DA l'S OF TH£ TIME WHEN £AQi SLOPE IS BROUGHT 1lJ GRADE AS SHOWN ON TH£ APPROVED GRADING PLANS: 3. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL 1lJ PROVIDE EFFICIENT COl-fli'AGE OF GRADING SLOPES {SOX COlf7i'AGE) PRIOR 1lJ OCTOBER 1, TH£ SLOPES SHAU 8£ STABILIZED BY AN APPROPRIA TE: EROSION CONTROL MA TT/NG MATERIAL APPROVED BY THE PUBI..IC WORKS INSPECTOR. 4. LANDSCAPING SHAU BE ACCOMPLISHED ON All SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL. TH£ LANDSCAPING PLANS FOR THIS PRO.ECT OR AS DIRECTED BY THE CITY ENGINEER OF PLANNING DIRECTOR. 5. THE OWNER/APPLICANT SHAU ENSURE THAT A/.1 CONTRACTORS SHALL COORD/NA TE: THE WORK OF THIS CONSTRUCTION SWPPP SHOWN ON ANY GRADING PLANS. LANDSCAPE AND IRRIGATION PLANS. AND IMPROVEMENT PLANS AS REQUIRED FOR THIS PRO.ECT lltWK. BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Sediment Control BMPs Tracking Non-Storm Water Waste Management and Materials BMPs Control BMPs Management BMPs Pollution Control BMPs .§ .§ ,§ --.., iii .., iii .e s ,:; ,:; ... .& .§. s .., ~I -.5 .5 ,§ ~ ~ l s i .., ., j ... -~ ..!! t .§-i' .l!! .l!! 15j .s .s ., ., ., ; ., .!! ., 0-~ ... t c§t c§ ~ j ii-., Best Management Practice* .!! t ... .s .. f ... .s ~ ll --ii I i 3lv, .E; i .., ., i .., i .l!! iii ., iii (BMP) Description ➔ = ,!!! l CXl .!sj s ., 15 :::, -~& & 8 -~ Cl) .E; ]1 "2 >, 615 I i1 ti .l!! ~ ;, :5 J! iii -!i l .!:,! ~ ~,g ..,.: ..!! ., ~ }& I .i::g ! ..c:: ., I l! l ~] ·!i! ~ l! 13 • t 8' J ., " iJ =@~ .. .., ·-ti 1i .s rt !i _ .. -~ :si 15 ~ Lij!s -Js ~ <'ii ct ii&: -le§ ~j c§j ,t~ li!J 0 ~ t;.s ~ii ~ io iv; :i Cl) ~::Ii CASQA Designation ➔ "' .... " "" a, -.., .... "' "' " "" 0 "' -.., " "" -"' .., .... "' "' "" -- --6 6 6 6 6 6 ~ ~ ~ ~ ~ ~ ~ ~ I I J., J., J., J., I I I I I I I I!: I!: i i i i i i i Construction Activity ... ... ... ... ... ... :.!: :.!: :.!: :.!: Gradina/Soil Disturbance X X X X X X X X Trenchinn/F-,ccavation X X X X Stndtnllina X X X X X X X X 0,U/lnn fHor/nCJ Concrete/Asn11a/t Sawcuttlna X X X X X X X Concrete Flatwork X X X X Paving X X X Conduit.tl'iae lnsta/lC1tion X X Stucca.1111ortar Wor/c waste Di""osa/ X X X X X Stagina /Lay Down Area X E,,.,lnment Maintenance and Fue/ina Hazardous Substance Use/Stl'JTCJJJe Dewaterina Site Access Across Dirt Other (l;st l: Instructions: 1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction. 2. Located a/on-9 the tOP. of the Bl.IP Table is a list of 81,JP's with it's ~anding California Stormwater Quality Association (CASQA) des_ignation number. aioose one or more 8Mf7s you intend to use during construction from the list. Check the box where the chosen activity row intersects with the 8/JfT column. J. Refer to the CASQA construction handbook far lnfonnation and detalls of the chosen BMPs and how to apply them to the project. LEGEND DESCRIPTION SYMBOL --FR--QUANTITIES 845 LF OWNER'S CERTIFICATION: I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) /MPL£/,1£NT BEST MANAGEl,IENT PRACTICES (BMPs) DURING CONSTRUCTION ACTIVITIES ro TH£ MAX/1,1/JM EXTENT PRACTICABLE ro A 1.-tYD TH£ MOB/LIZA TION OF POLLUTANTS SUCH AS SEDIMENT AND 1lJ A 1.-tYD TH£ EXPOSURE OF STORM WA 1EI? 1lJ CONSTRUCTION R£LA TED POLLUTANTS; AND (2) ADHERE ro, AND PACIFIC OCEAN SE-5, FIBER ROU. SE-6, GRA \<£L BAG SE-10, STORM DRAIN INLET PROTECTION EC-4, HYDROSEEDING 0 u BO EA 5 EA 100 SF AT All 71MES, COMPLY VttTH THIS CITY APPROVED TIER 2 CONSTRUCTION SWPPP THROUGHOUT TH£ DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE: AND SIGNED OFF BY TH£ CITY OF CARLSBAD. NS-8, VEHICLE AND EQUIPMENT CLEANING NS-8 NS-9, VEHICLE AND EQUIPMENT FUEUNG NS-9 NS-10, \<£H/CLE AND EQUIPMENT MAINTENANCE NS-10 IIM-1, MATERIAL DEU\<£RY AND STORAGE KM-1 IIM-2, MATERIAL USE KM-2 IW-5, SOLID WASTE MANAGEMENT KM-5 IW-9, SANITARY/SEPTIC WASTE MANAGEMENT KM-9 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA Nf/1 MOHR O~GOIT NA:e If_~ OWNER(S)/ OWNER'S AGENT~'ME (SICNATUR£) 08/11 l?J/22 DATE: Q8,(11/7Q22 DATE: CITY OF VISTA CITY OF ENCINITAS VICINITY MAP APN: 209-050-2500 SITE ADDRESS: PALOMAR TRANSFER STATION (TS) -CARLSBAD 5960 EL CAMINO REAL CARLSBAD, CA 92008 AREA OF DISTURBANCE AREA OF DISTURBANCE __ 19~,8_48 __ S.F. (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 TRAFFIC, SOIUGRA VEL PILES, UTILITY TRENCHES, BACKFILL CUTSANDSLOPEKEYWAYS) CONSTRUCTION THREAT: CONSTRUCTION THR£A T 1lJ STORM WA 7E7i' WAUTY (CHECK BOX): IXI HIGH 0/,IED//JM OWNER: NAME: COUNTY OF SAN DIEGO ADDRESS: 1960 JOE CROSSON DRIVE, EL CAJON, CA 92020 1ELEPHONE Na: 619-956-4800 APPLICANT: NAME: PALOMAR TRANSFER STA nON, INC. ADDRESS: 5960 EL CAMINO REAL. CARLSBAD, CA 92008 1ELEPHONE NO.: 619-449-9026 EMERGENCY CONTACT: NAME: JORDANA BJORKMAN ADDRESS: 5960 EL CAMINO REAL CARLSBAD, CA 92008 1ELEPHONE NO.: 657-243-4335 Geosyntec C> '9iffil CITY OF CARLSBAD I SHEElS I r--------------------------t---+---+--------------1---+----l---+----I l....§_j ENGINEERING DEPARTMENT 10 --------------------------------1 NAME OF PREPARER: RICHARD GONZALEZ QUALIFICATION OF PREPARER:_,.O.,.,SD..__ ______ _ --------------------------------1 llDAJIIR1 PLANS l'OB: PAIDMAR TRAm!F'ER STATION STORMWA.'l'ER TREATMENT DESIGN consultants ADDRESS: 2355 NORTHS/DE DRIVE: SUITE 250 SAN DIEGO CALIFORNIA PHONE NO.: 619-297-1530 SIGNATURE: C 85579 09/J0/2022 08/11/2022 R.C.E./CERT. NO. UC. EXP. L147E" L147E" Elllll ER '1F W0RK DAlE 111W. RE\1SION DESCRIPTION W.lE N1IAL PRO.ECT NO. DRAWING NO. CD 2021-0024 442-3C JSTDocuSign Envelope ID: A455B44A-63F9-409A-AA37-7105B85613A711/2/2022 FMFMFMFMFMFMFM FMFMFM FM 2IN-FM2IN-FM2IN-FM2IN-FM2IN-FM2IN-FM4080NP:\CADD\W\WASTE MANAGEMENT\PALOMAR TRANSFER STATION\TREATMENT SYSTEM DESIGN\DRAWINGS\SHEETS\CWR0667 C06 SWPPP.dwg Last Edited by: RGonzalez on 8/10/2022 1:03 PM2355 NORTHSIDE DRIVE, #250SAN DIEGO, CALIFORNIA 92108619.297.1530NO. 3 STONE OR EQUAL TIER 2 STORM WATER POLLUTION PREVENTION PLAN (SWPPP) c,J 12' ~:71J '"" ""-y<) ~ "" ' -y )-/ >-----------30' __________ ___, ~ / / PLAN NO. 3 STONE OR EQUAL / 6" 1GEOTEXTILE / ~~~u.flra±f~ ~ '.~ / / / r 30' ---------l~SUBGRADE / / SEcnoN / _\ / @~ f)~ 1. STONE SIZE TO BE 1 1/2" MINIMUM TO 3 1/2" MAXIMUM AND NOT LESS THAN 6;lzNC /s TH 2. BED MAY REQUIRE PERIODIC TOP DRESSING, 2-INCH STON£ (2 . / 3. MAINTAIN IN A CONDITION WHICH WILL PREVENT TRACKING AND FLOW OF MUD oro SITE.O1\ -/ 4. CONSTRUCTION ENTRANCE/EXIT MAY BE SUBSTITUTED FOR RUMBLE STRIP / / ----31 ----316-----------;~--------31~-------~-?e-------CONSTRUCTION ENTRANCE/ EXIT / / -------31+----/ / / BMPS TO BE IMPLEMENTED / / -----------313c..._ _____ ---A1-~-------------~ EC-1 SCHEDULING EC-2 PRESERVATION OF EXISTING VEGETATION EC-4 HYDROSEEDING NS-1 WATER CONSERVATION PRACTICES NS-6 ILLICIT CONNECTION/DISCHARGE NS-9 VEHICLE AND EQUIPMENT FUELING NS-10 VEHICLE AND EQUIPMENT MAINTENCE SE -5 FIBER ROLLS SE-7 STREET SWEEPING SE-10 STORM DRAIN INLET PROTECTION TC-1 STABILIZED CONSTRUCTION ENTRANCE AND EXIT WE-1 WIND EROSION CONTROL IIM-1 MATERIAL DELIVERY AND STORAGE IIM-2 MATERIAL USE IIM-3 STOCKPILE MANAGEMENT IIM-4 SPILL PREVENTION AND CONTROL IIM-5 SOLID WASTE MANAGEMENT IIM-10 LIQUID WASTE MANAGEMENT NOTE: BMP NUMBERS REFERENCE CALIFORNIA STORMWA TER QUALITY ASSOC/A TION -CALIFORNIA STORM WATER BMP HANDBOOK FOR CONSTRUCT/ON, NOVEMBER, 2009 EDITION. EROSION CONTROL NOTES 1. I / / / I I / / / / / / INLET PROTECTION (TYP) 311 II --+-C -------------( / POR. R. D.S. LOT 8 17100 \ \ \ \ \ \ \ c,J FIBER ROLL "" (~YP) "" 4' "" "" c,i MA "" "" "" 4' "" (MA ',>,., 1'.,,, VERTICAL SPACING MEASURED ALONG THE FACE OF THE SLOPE VARIES BETWEEN 8 ., FEET AND 20 Fv 3• (MIN) 1 • (MIN) NOTE INSTALL A FIBER ROLL NEAR SLOPE WHERE IT TRANSITIONS INTO A STEEPER SLOPE 0. 75"x0. 75" WOOD STAKES MAX 4' SPACING 1. INSTALL FIBER ROLL ALONG A LEVEL CONTOUR. FIBER ROLL (WA TTL£) DETAIL GRAVEL BAG BERM -I 2' MIN 4' MAX / SPILLWAY WITH SINGLE LA YER OF GRAVEL -FILLED BAGS DRAINAGE INLET sl'lt-t-~ ~ ] \ INSTALL STORM DRAIN INLET PROTECTION PER CALIFORNIA STORM WATER QUALITY ASSOC/A TION STORM WATER BEST MANAGEMENT PRACTICE HANDBOOK NOVEMBER 2009 EDITION (CA BMP HANDBOOK) FACT SHEET SE-10, DI PROTECTION I EXISTING WASlf MANAGEMENT RECYCLING FACILITY/BUILDING \ ul "'~ ,<o <",,. CONSTRUCT GRAVEL BAG "~ TYPE 3 WITH GRAVEL I BAGS; SEE DETAIL ON THIS SHEET. 2. STOCKPILE MANAGEMENT PER CA BMP HANDBOOK FACT SHEET IIM-3 3. INSTALL STABILIZED CONSTRUCTION ENTRANCE PER CA BMP HANDBOOK FACT SHEET TC0I (ADJUST SIZE AS REQUIRED) 4. INSTALL HYDROSEEDING AS REQUIRED PER CA BMP HANDBOOK FACT SHEET EC-4 INLET PROTECTION (TYP) \ I \ TRACKING CONTROLS ,--__,"'<,-•-•--•--=---"--,--,-7x CURB SERVES AS -/4 PERIMETER CONTROL ~ Geosyntec C> consultants EX CURB SERVES AS SEDIMENT CONTROL .. ,,_ .... r 9-0 . . . .. ·-.. ·· • 0 NAME OF PREPARER: RICHARD GONZALEZ QUAUFICA 11ON OF PREPARER: ... 9 .. SD"--------ADDRESS: 2355 NORTHS/DE DRIVE SUITE 250 SAN DIEGO CALIFORNIA PHONE NO.: 619-297-1530 SIGNATURE: C 85579 R.C.E./CERT. NO. 09/30/2022 UC. EXP. L\47E' \ \ \ ------------------------------------1 BERM BY TIGHT!_ Y ABUTTING GRAVEL-FILLED BAGS TO ELIM/NA TE GAPS AND VOIDS STORM DRAIN INLET PROTECTION 0 ----SCALE IN FEET '9iffil CITY OF CARLSBAD I SHEElS I l.JL_J ENGINEERING DEPARTMENT 10 ------------------------1------11----+--+-----1 llDAJIIR1 PLANS l'OP: PAIDMAR TRAm!F'ER STATION STORMWA.'l'ER TREATMENT DESIGN T 1----+---1--------------+---+---t,---+----1 IAPPROVED: JASON s. GELDERT I -------------------------------11----11,:. ~ENfll~~=~••~Q~lli~ANi~NlER~~~RC+:~;;;13111~2;;::;~ElCP~. ~8/YJ.~i/2:;;4;;;;;D;;A~:tE:;;::! DAlE 111W. DAlE N1IAL DAlE N1IAL 08/11/2022 L\47E' liait1iiraiii-i,cCFF1WliiiDRKi~ RE\1SION DESCRIPTION I RWID BY: ___ PRO.ECT NO. DRAWING NO. i-on-HER--H ... 11-:cv...--t-a-m-.,-..... ,-,M-,N.-i ailCD BY: CD 2021-0024 442-3C JSTDocuSign Envelope ID: A455B44A-63F9-409A-AA37-7105B85613A711/2/2022 FMFMFMFMFMFMFM FMFMFM FM 2IN-FM2IN-FM2IN-FM2IN-FM2IN-FM2IN-FM4080NP:\CADD\W\WASTE MANAGEMENT\PALOMAR TRANSFER STATION\TREATMENT SYSTEM DESIGN\DRAWINGS\SHEETS\CWR0667 C07 BMP.dwg Last Edited by: ADominguez on 7/7/2022 5:15 PM2355 NORTHSIDE DRIVE, #250SAN DIEGO, CALIFORNIA 92108619.297.1530ENGINEER OF WORKRICHARD GONZALEZ, PERCE No. C 85579 EXP. 09/30/2022DATE/ / / / / / / / / / / / / / / / / ff I 0 ff I ff 0 I ff I 0 ff ~o4 / / / 0 / / / / / / / ,._ ______ J/6----------~-;;f!-------1'--------315---------:/~--311 31,,......_ _______ --;,;:~:_____---------" -t-c -----POR. R. 0.5. LOT 8 17100 ~ EXISTING WASTE MANAGEMENT RECYCLING FACILITY/BUILDING No. 85579 ,p. 09/30/202 Geosyntec<> consultants 0 ----SCALE IN FEET \ 297 4) --------L-296 4) & ?,9 \ -i-,,: 3;~;tt;l±r~j, /}i} DA1E N1W. PARTY RESPONSIBLE FOR MAINTENANCE: NAME PALOMAR TRANSFER STATION, INC. ADDRESS 5960 EL CAMINO REAL CARLSBAD. CA 92008 PHONE NO. 657-243-4335 PLAN PREPARED BY: NAME RICHARD GONZALEZ COMPANY GEOSYNTEC CONSULTANTS ADDRESS 2355 NORTHS/DE DRIVE. SUITE250 SAN DIEGO. CA 92108 PHONE NO. 619-297-1530 BMPNOTES: CONTACT JORDANA BJORKMAN SIGNATURE CERTIFICATION RCE#85579 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 © ,CTIVE TREATMEN" ~ TC-40 1 EA. SYSTEM . HYDROMODIFICATION & TREATMENT CONTROL © ,CTIVE TREATMEN" ~ TC-40 1 EA. SYSTEM . HYDROMODIFICATION © ACTIVE TREATMEN" ~ TC-40 1 EA. SYSTEM . LOW IMPACT DESIGN (L.1.D.) TRASH CAPTURE BMPs 00 BASINS (tc_-]) TC-32 2EA. 0 PIPE CONNECTOR > MP-52 1 EA. SCREEN SOURCE CONTROL BMP CONSTRUCTION AND INSPECTION NOTES: THE EOW WILL VERIFY THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERA TING IN COMPLIANCE WITH THE APPLICABLE REQUIREMENTS. PRIOR TO OCCUPANCY THE EOW MUST PROVIDE: 1. PHOTOGRAPHS OF THE INSTALL.A TION OF PERMANENT BMPS PRIOR TO CONSTRUCTION, DURING CONSTRUCT/ON, AND AT FINAL /NSTALLA TION. 2. A WET STAMPED LETTER VERIFYING THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERA TING 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 442-3C 4,6, 7 SEMI-ANNUALLY ANNUALLY 442-3C 4,6, 7 SEMI-ANNUALLY ANNUALLY 442-3C 4,6, 7 SEMI-ANNUALLY ANNUALLY 442-3C 4,6 QUARTERLY ANNUALLY 442-3C 4,7 QUARTERLY ANNUALLY 'AS BUILT' RC£ __ _ EXP, ___ _ DATE REVIEWED BY• INSPECTIR DATE PAIDMAR TRAN'ki.li'ER STATION STORMWATER TREATMENT DESIGN JASON s. GELDERT I RCE 8Jl12 DP. I/YJ/24 DA1E PRo.ECT NO. DRAWING NO. Elm&l :JFWORIC REVISION DESCRIPTION DA1E NDM. DA1E NDM. I RVWD BY: ---~011mN1ERni° .. .=. ■jlC.A,.MLl""'iiaiTIT';, A .. i:.ii.w.:mN.iL'l CHKD BY: CD 2021-0024 442-3C JSTDocuSign Envelope ID: A455B44A-63F9-409A-AA37-7105B85613A711/2/2022