HomeMy WebLinkAboutDWG 521-6A; PD 2019-0037; SCHROPP (CANHAM) RESIDENCE; 01-05EXPIRES:6/
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dk Greene Consulting, Inc.BONSALL, CA 92003(760) 310-9408P.O. BOX 143ELEVATIONS ARE BASED ON MONUMENT NO. CLSB 44RECORD OF SURVEY 17271Reg isteredProfessionalEngineer
DS10/12/2210/12/22KCGRADING NOTES (IN ADD/TlON TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. IHIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF IHIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS IHEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE IHE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PRO!,./PTl_ Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN IHE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HA VE A RA TING OF "A-• OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OIHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS W/LL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF IHE PLANS AND THE TITl_E SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF IHE CITY UPON BnNG SIGNED BY IHE CITY ENGINEER. 10. IHE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF IHE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OIHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEE,Ti (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN IHE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR W/IHIN TWO WORKING DAYS OF IHE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN IHE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER IHE DIRECTION OF A PROFESSIONAL ENGINEER OF IHE STA TE OF CALIFORNIA PRING/PALLY DOING BUSINESS IN IHE FIELD OF APPLIED SOILS MEGHAN/CS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE W/IH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND IHE " EARTHWORK SPECIF/CATIONS " ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO IHE PROJECT INSPECTOR. 14. A PRfCO/iSTRUCTION IAFFTING SHA/ I BF HF/ D AT V:/F S/7F PRIOR TO THE BFGINN/NG OF WORK AND SHAii BF ATTFNDFD BY All RFPRFSFNTATlVFS RESPO SIBLE FOR CO STRUCT/0 f SPECTION SUPERVIS/0 TEST/ G A D ALL OTHER S C S O O IHE CONTRACTOR SHALL REQUEST A PRECO STRUCTIO MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR W,LL IHEN BE CONTACTED BY IHE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAWINGS !,./UST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT IHE MEETING. 15. ALL /NSPFCTION REQUESTS OTHER TT-/AN FOR PRFCONSTRUCTlON IJFFTING WILL BF MADE BY CAIi iNG THE FNGINF[RING 24-HOIIR INSPFCTION RFDIIFST IINF AT (760) 438-3891 /NSPfCT/ON REQUEST Ml/ST BF RfCFIVFD PRIOR TO 2· oo PM 0 THE DAY BEFORE THE I SPECTIO IS EEDED. INSPEC110NS W/LL BE MADE IHE NEXT ORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SEC110N 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOW/NG THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FRO!,./ THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPIH AND APPROVED BY IHE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM TH£ SHORING SYSTEM STA DAROS ESTABLISHED BY THE CO STRUCT/0 SAFETY ORDERS 1/Tl_E 8 CAL/FOR IA AD I ISTRA Tl CODE THE PLA SHALL BE PREPARED BY A REGISTERED E GI £ER AT THE CO TRACTORS E PE SE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUB ITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF A Y ARCHAEOLOGICAL RESOURCES ARE DISCO RED THIN A Y ORK AREA DURING CONSTRUCTION, OPERA TIO S LL CEASE I ED/A TEL Y. AND THE PERM/TT££ W,LL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS REC[IVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING £QUI PMENT SHALL BE LIMITED TO IHE PERIOD BETWEEN 7: 00 A.M. AND 6: 00 P.!,./. EACH DAY, MONDAY THRU FRIDAY AND NO EARIHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF _ljlQg. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. V:/F CONTRACTOR SHALL BF RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY W/THIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SwPPP AND/OR SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY IHE CITY ENGINEER OR AS DIRECTED BY IHE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. IHE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCO!,./PLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. ___ , AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. JOB NO. 2019-01 29. THE OWNER/APPLICANT SHALL INSURE IHA T ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS W/IH THAT SHOWN ON BOIH THE LANDSCAPE AND /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR IHfS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TlME REQUIREMENTS. 30. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF IHE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OIHER AREAS THE PIPE WILL BE PLUGGED W,IH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 31. IHE CONTRACTOR SHALL VERIFY IHE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFF/CfENTl_ Y AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH IHE PROPOSED WORK. 32. THE CONTRACTOR SHALL NOTlFY AFFECTED UTlLITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR TH[IR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTA TlVE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)411-7343 AT&T (800)892-0123 TlME WARNER CABLE (760)438-7741 cox coMMUNICA TlONS (619)262-1122 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980 "CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760)438-2722 'SAN DIEGU/TO WATER DISTRICT (760)633-2650 'LEUCADIA WASTEWATER DISTRICT (760)753-0155 'VALLECfTOS WATER DISTRICT (760)744-0460 ,OLIVENHAIN WATER DISTRICT (760)753-6466 'BUENA SANITATlON DISTRICT (760)726-1340 x/330 *AS APPROPRIATE 33. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRAD/ G -IHE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND OR GEOLOGIST TO GIVE TECHNICAL AD VICE, OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.8} CARLSBAD MUNICIPAL CODE. B. PRIOR TO Fl AL APPRO :4L OF A GRAD/ G PER IT -THE FOLLOW/NG REPORTS UST BE SUB fTTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16.120 A.10} CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE W,TH CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SU!,./1,./ARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER IHAT IHE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND REC0!,./1,./ENDA TIONS OUTl_/NED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED W,THIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES W/LL BE REQUIRED FOR ANY SUCH RECHECK. 35. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND IHA T THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: dk GREENE CONSUL TING. INC. ADDRESS: P,O. BOX 143 CITY, STA TE: BONSALL CA 92003 TELEPHQ/H. ~10-9408 BY: ~ DATE:_0=6~/~13~/.~2=2 ____ _ KRISTlN L. GREENE R.C.E. N0.:---1Jil&L __________ _ REGISTRATION EXP/RA TlON DA TE: _.6,,_/."'30"'(;"'2"'4 _____ _ SOILS ENGINEER'S CERTIFICATE f, MARTlN OWEN, of East County Soil Consultation & Engineering Inc •• ENGINEER OF THE STA TE OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERT1FY THAT A SAMPLING AND SWDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY GeoSoils, INC. BETWEEN THE DA TE OF OCTOBER 30, 2019. TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS SWDY, WITH RECOMMENDAT10NS, HAVE BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. f ASSUME THE RESPONSIBILITY OF THE GEO TECHNICAL EVALUA TlON AND GEO TECHNICAL ENGINEER OF RECORD FOR THIS PROJECT. SIGNED: NO. RCE23155 G.E./P.E. N0.:_2=3~1~55~---------DATE: LICENSE EXP/RATION DA TE: SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON IHESE PLANS WAS GENERA TED BY GPS MEIHOOS FROM !NFORMA TION GATHERED ON BY DALE GREENE, LS 5755. 12/31/23 TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION OWNER'S CERTIFICATE I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-REGULA TED SWPPP, I (WE) ALSO AGREE A QUALIFIED SwPPP PRACTITIONER (QSP) HAS BEEN OR Wf/_L BE RETAINED TO SUPERVISE IMPLEMENTA TlON OF THE SwPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND MUNICIPAL PERMIT, LA TEST VERSION. ~p DATE CAROLYN SCHROPP DATE PO~T-dON~TRUCTION BMP TABLE THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 215-610-20 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: STORMWA TER REQUIREMENTS THAT APPLY: EXEMPT FROM HYDROMODIFICA TlON? N_.,,_,,. _______ E-'--'"""--------C:2J STANDARD STORMWATER REQUIREMENTS □ YES (SEE SWMP FOR DOCUMENTATION) □ PRIORITY PROJECT REQUIREMENTS □ NO MAINTllNANdll VICINITY INDEX OF SHEETS SHEET 1 -TITl_E SHEET SHEET 2 -GRADING PLAN SHEET 3 -B!,./P PLAN SHEET 4 -TIER 2 TI Tl_£ SHEET NTS PKwY SITE MAP SHEET 5 -TIER 2 EROSION CONTROL PLAN LEGAL DESCRIPTION LOT 252, MAP NO. 12412 APN # 215-610-20-00 PROJECT ADDRESS 7164 A VIARA DRIVE CARLSBAD, CA 92011 OWNER JAMES AND CAROLYN SCHROPP 1513 WHITE SAGE ROAD CARLSBAD, CA 92011 619-316-8965 REFERENCE DRAWINGS OWG NO. 295-1 SHEET 5 (IMPROVEMENT PLANS NO. 85-35-AVIARA PHASE 1) OWG 295-1A SHEET 6 (GRADING PLANS NO. 85-35-AVIARA-PHASE 1) EARTHWORK QUANTITIES CUT: UlQ CY FILL: 0 CY /!,./PORT: CY EXPORT: CY REMEDIAL: 540 CY BENCH MARK DESCRIPTION WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, ANO PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOW/NG DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. IHIS SET OF PLANS 4. RESOLUTION NO. NIA DATED ____ _ 5. IHE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY GeoSoifs, Inc. DA TED OCTOBER 30, 2019, AND ACCEPTED BY EAST COUNTY SOIL CONSULTATION & ENGINEERING, /NC. 7. THE SAN DIEGO REGIONAL STANDARD ORA WINGS AND AS MAY BE 1,./0DIFIED BY IHE CITY OF CARLSBAD STANDARDS. B. g1vfgRN/f;,fOASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS 9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED --'-'N"-'/A'-'--------10. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY SEE SHEETS 3 & 4 DATED _____ SW NO. ____ _ WOID NO. 9 375 ___ N~!\ _______ _ 11. STORM WATER MANAGEMENT PLAN PREPARED BY A DA TED____ SWMP NO, ___ _ 12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUC1/0N HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. LEGEND SYMBOL INSTALL 6" PVC DRAIN PIPE 9" NDS ROUND GRATE DETAIL "B" SHT 2 QUANTITY 365 LF 12 EA 6" NDS ATRIUM DRAIN EXISTING DRIVEWAY APRON TO BE MODIFIED PROPERTY LINE CENTERLINE EXISTING CONTOURS EXISTING WATER MAIN EXISTING PRIVACY WALL PROPOSED RETAINING WALL PROPOSED PRIVACY WALL EXISTING SEWER MAIN EXISTING SEWER LATERAL EXISTING ELECTRICAL LINE EXISTING COX CABLE LINE DETAIL "A" SHT 2 SDRSD G-14A SDRSD C-06 DWG 295-1 ~ --------------/80------//'----- - - -12 Z Z Z Z Z Z Z Z 2 J ----s-------0-----E C EXISTING WATER SERVICE AND WATER METER COG W-3A ----® □ INSTALL BACKFLOW DEVICE PER COG W-3A FLOW LINE PROPOSED PLANTER AREA PROPOSED LAWN/SOD P(ROPOSED PAVER PER. DETAIL "c" OR)EQUAL ADA COMPLIANT PER MANUFACTURER PROPOSED 3/4" GRAVEL PROPOSED TURF PROPOSED DECOMPOSED GRANITE DOWN SPOUT PROPOSED ADA PERVIOUS PAYERS PER DETAIL "A" TOTAL LOT AREA = 15,788 SF 036 ACRES TOTAL DISTURBED AREA = 14 447 SF --@ ) ----,.. ----,.. I///✓-~ <><><><><><> <> <> <> <> <> <><><><>c><> wm1111111ffE I . . . . . I ·:~ ·~. ,.·,·--,...... ... .. '.' ' . ' .. .. . . ·-;; i:,.-,..:~-.. -~;·· 1 · .......... · 1 ............. .. .......... .. ............. • "AS BU IL T" 8 EA 169 LF 60 LF DESCRIPTION: ________________ _ (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, SOIL/GRA I/EL PILES, UTILITY TRENCHES, BACKFILL CUTS ANO SLOPE KEYWAYS) RCE___ EXP. ___ _ DATE LOCATION: _________________ _ RECORDED; _________________ _ ELEVA TlON: _2=4=0-=26~-------DA TUM: NGVP 1929 TOTAL REPLACED IMPERVIOUS AREA -=--'----TOTAL PROPOSED IMPERVIOUS AREA = 8448 SF REVIEWED BY: INSPECTOR DATE fSHrril ITY OF ARL BAD I SHE5ETS I t----+-----+----------------+-------,r---+----+-------1 L..:__j ENGINEERING DEPARTMENT l----+----+----------------t------11----+--+-----I RADING PLAN FOR: SCHROPP {CANHAM) RESIDENCE 7164 AVIARA DRIVE GR2019-0042 TITLE SHEET APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXP. 9 30 24 DATE TYPE DllSdRIPTION OWNllRSHIP MAlNTENANdE AGREEMENT SllllllT NO. FREQUENdY ~-a de Greene Consulting, Inc. DA TE INITIAL ENGINEER OF WORK 1 DA TE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL D N BY: ---PROJECT NO. CHKD BY: ---PD2019-0037 RVWD BY: DRAWING NO. 521-6A DocuSign Envelope ID: 0E7B3047-9D2F-4956-9799-3D1CC53D342510/26/2022
dk Greene Consulting, Inc.BONSALL, CA 92003(760) 310-9408P.O. BOX 143ELEVATIONS ARE BASED ON MONUMENT NO. CLSB 44RECORD OF SURVEY 17271ATRIUM GRATE WITH SPEE-D BASIN (2OUTLETS, CORRUGATED)ROUND SPEE-D BASINSCRUSHED STONEINVERT ELEVATIONCORRUGATED PIPENDS SPEE-D BASIN6" SEWERE & DRAINRISER PIPE (LENGTH AS REQUIRED)COMPACTED SOILSLOPE TO DRAINNDS 6" ATRIUM POLYOLEFINGRATE W/ U.V. INHIBITORS.SLOPE TO DRAINEXPIRES:6/30/2024DETAIL "A"DETAIL "B"DSNOTES:1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.2.DO NOT SCALE DRAWING.3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, M ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGNPROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION.4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED ANDAPPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTERREFERENCE NUMBER 5058-004.TECHO-BLOC PRECAST CONCRETE PAVER3 1/8'' (80 MM) OR 3 15/16'' (100 MM) THICKCONFORMING TO ASTM C 936STABILIZED SAND JOINTFILL CONFORMING TOASTM C 144SETTING BED (CONCRETESAND) 1'' (25 MM) THICKCONFORMING TO ASTM C 33GEOTEXTILE, COVER JOINTSAND TURN UP AGAINST EDGERESTRAINTREINFORCED CONCRETE SLABGRANULAR BASE PERSOILS RECOMMENDATIONSUBGRADEEDGE RESTRAINTDRAINAGE HOLE AT LOWESTELEVATIONS, 3'' (75 MM) DIA. FILLWITH FREE DRAININGAGGREGATE 1/2'' (10 MM)TECHO-BLOC SLEEK PAVER SECTIONNTSSCALE:1"=10'JUNE 13, 2022KRISTIN L. GREENEDATEDETAIL "C"KCEX. CONCRETE CURB, GUTTER AND SIDEWALK\ EX. FIRE HYDRANT JOB t-.lO. 2019-01 ck Greene Consulting, Inc. ''• NOTE: PRIOR TO ANY WORK CONDUCTED IN THE CITY'S RIGHT OF WAY OR EASEMENT, THE CONTRACTOR SHALL APPLY FOR AND OBTAIN A RIGHT OF WAY PERMIT. 4' GENERAL UTIL. EASEMENT-=---.... PER MAP NO. 12412 \ ~----1 ------------b PROPOSED GARAGE PAD EL=246.19 FF EL=246.36 30' 6"PVC @ 1 % APN 215-610-19 LOT 251 MAP 12412 PROPOSED HOUSE PAD EL=246.19 FF EL=246.86 PER DWG 295-1 SHEET 5 STA:36+37.88 6" NDS CLEAN OUT JUNCTION BOX PROPOSED WROUGHT IRON FENCE SIDEWALK UNDERDRAIN PIPE PER SDRSD D-27, REPLACE SIDEWALK FROM JOINT TO JOINT 4' WIDE EASEMENT DEDICATED TO"""--_,. PACIFIC BELL PER DOC. NO. 1990-0636009 DATED 11/29/1990 N.T.S. NDS ROUND POL YOLEFIN ...----------GRATE W/ U.V. INHIBITORS r.========='_,..-----is -s SLOPE TO DRAIN OMPACTED SOIL ~---NDS #66 -9" SEWER & DRAIN RISER PIPE (LENGTH AS REQUIRED) (f) ~----NDS #201 S~EE-D BASIN w r----r___:~---;;ic---,,,L-,-----6" DRAIN PIPE @ MIN 1% 0:: ~ ~tt------1NVERT ELEVATION );:~t::::::'. RUSHED STONE NDS ROUND GRATE WITH NDS SPEE D ~=~ kal ........ o..oa:: BASIN N.T.S. i ~ -+--·.--clcf>sc-'1 /I 2" r .. "':.&-0 ,. • . } ... .. • . . •• N • ~ ... . . '.;, .. .., . ,6 . : ., -·-............ __ A.• _._---<......, l--12" I 1 '-3" PROPOSED RETAINING WALL SDRSD C-06 NTS EXISTING SINGLE FAMILY RESIDENCE I , :}] 'i' I / I I TOP OF ;koPE HOASEJBACK I , .-4' H I .l;s'~ -----------ROOF DECK ~"l--+-!~1\---+-~hb+kt-1\-fH~1~7 "' TOP OF SLOPE HOA SETBACK POOL PER SEPARATE PERMIT PROPOSED WROUGHT IRON FENCE PAD EL=253.0' EXISTING 6' PRIVACY WALL I ~0 I <c,'l-b'l,' .. "'1,, <.·7"' EXISTING SLOPE TEMPORARY It_~ BACK CUT FO~ _/ CONST. OF W!;-LL I MAX. SLOPE 1;1 I =· ~ITT'"'-rC.••• I '-<s, '«"" 'o· 2 0 SECTION 'A' -'A' 1" = 1 O' BENCH MARK FFE GH LOG 0 ' I I I , , I I I I , I I I I I ' of I FEN6E 0 Pt ' I ! --SC (/) ' I I I I I I I I I I I -, ' I ' I . , I I I ~ I I I I I I I l I I I I : I I t I I I I , I I I I I I , I I I I I I I I I : I ~ 'I' I I I I I I I I I I I I I I I I I I I I I I I I / / ,/// ,,.-------// I 30 ~ I I I I I I I I I I I I I ,,J / DESCRIPTION INSTALL 6" PVC DRAIN PIPE 9" NDS ROUND GRATE 6" NDS ATRIUM DRAIN EXISTING DRIVEWAY APRON (TO REMAIN) PROPERTY LINE CENTERLINE EXISTING CONTOURS EXISTING WATER MAIN EXISTING PRIVACY WALL PROPOSED RETAINING WALL PROPOSED PRIVACY WALL EXISTING SEWER MAIN EXISTING SEWER LATERAL EXISTING ELECTRICAL LINE EXISTING COX CABLE LINE LEGEND DETAIL "B" SHT 2 DETAIL "A" SHT 2 SDRSD G-14A SDRSD C-06 DWG 295-1 SYMBOL --------------/80-------lf----- - - -12 z z z z z z z z z • s ----{S) £ C EXISTING WATER SERVICE AND WATER METER COG W-3A ® □ INSTALL BACKFLOW DEVICE PER COC W-3A FLOW LINE PROPOSED PLANTER AREA PROPOSED LAWN/SOD PROPOSED PAVIER PER. DETAIL "C" OR EQUAL (ADA COMPLIANT PER MANUFACTURER) PROPOSED 3/4" GRAVEL PROPOSED TURF PROPOSED DECOMPOSED GRANITE DOWN SPOUT RCE __ _ REVIEWED BY: INSPECTOR APPROVED: ----@ . , •.. .<: .• }~-•. ,._, : 1 ··· ---. . .-. l .·-::--~-, :--:_;:; .. ).;.:-. r I . . . . . .... . . . . . . . ..... . . . . . . .... . • "AS BU IL T" EXP. ___ _ DATE DATE JASON S. GELDERT D£SCRIPTION: _________________ 1----+---+----------------+---t----+----t-------1 ENGINEERING MANAGER RCE 63912 EXP, 9 30 24 DATE LOCATION: __________________ 1----+---+--,,----------------+---t----+----t-------1 ;:;;:;:;:::;;:;===~;::::=~==:~==:;::::=:::;-;:~::::;::~==:::; DWN BY: ---PROJECT NO. DRAWING NO. R[CORD[D;____________________ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:___ PD2019_0037 521_6A £L[VAT/ON:_~24=0=.26~-------DATIJ/,,/:~N~G~Y~P~1=92-9 __ ENGINEER OF WORK REVISION DESCRIPTION 01HER APPROVAL Cl1Y APPROVAL RVWD BY: DocuSign Envelope ID: 0E7B3047-9D2F-4956-9799-3D1CC53D342510/26/2022
dk Greene Consulting, Inc.BONSALL, CA 92003(760) 310-9408P.O. BOX 143ELEVATIONS ARE BASED ON MONUMENT NO. CLSB 44RECORD OF SURVEY 17271ATRIUM GRATE WITH SPEE-D BASIN (2OUTLETS, CORRUGATED)ROUND SPEE-D BASINSCRUSHED STONEINVERT ELEVATIONCORRUGATED PIPENDS SPEE-D BASIN6" SEWERE & DRAINRISER PIPE (LENGTH AS REQUIRED)COMPACTED SOILSLOPE TO DRAINNDS 6" ATRIUM POLYOLEFINGRATE W/ U.V. INHIBITORS.SLOPE TO DRAINEXPIRES:6/
3
0
/2024JUNE 13, 2022KRISTIN L. GREENEDATEKCJOB ~o. 2019-01 VICINITY NTS PO!NSE/7/A LN PKwY SITE MAP NOTE: PRIOR TO ANY WORK CONDUCTED IN THE CITY'S RIGHT OF WAY OR EASEMENT, THE CONTRACTOR SHALL APPLY FOR AND OBTAIN A RIGHT OF WAY PERMIT. 4' GENERAL UTIL EASEMENT=---.. PER MAP NO. 12412 EX. CONCRETE CURB, GUTTER AND SIDEWALK\ EX. FIRE HYDRANT STA: 36+30.31 • 3/4" WATER METER STATIC WATER INS ,ALL PRO~OSED BA .K,i:r;;:::::""s) ~:~~si~~-~1::osi ~Rg~~~~~~ FLOW DEVIC~(E;J,%~ t· AER SUPPLY LINE TO HOUSE WITHIN 18"-:-::-:::-±-::--:::-:::-:-_--_-~~===t=tl-°=-~~~1r-::-Jt1~~ REDUCE PRESSURE TO 75 PSI MAX. FLOW RA TIE 9 GPM l \ ISC=i7 , 'l-"' <;, '< ,. (2 ~ ---~--------~~~L--f--f'~"'I EXISTINGSEWERLATERAL --------· PER DWG 295-1 SHEET 5 PROPOSED RETAINING WALL PER SDRSD C-6 PROPOSED GARAGE PAD EL=246.19 FF EL=246.36 30' 6"PVC @ 1 % 9 APN 215-610-19 LOT 251 MAP 12412 PROPOSED HOUSE PAD EL=246.19 FF EL=246.86 -... EXISTING SINGLE FAMILY RESIDENCE -----------------j I I I :fl " I I I I I I f TOP OF (JLOPE HOASEJBACK I I I --4' H I ,?. ~~ --:a p ~ )\:2~"i?"::;_R::: s2¥AU ~oPcis~'->fr ~~1--A--+-++--P~f ~~;: '.:.W'--1---H~-.sit--t TOP OF SLOPE HOA SETBACK POOL PER SEPARATE PERMIT S 6 IRO TED I I I I I I I I I I I I I I ! ~ I I FEN(::E OP~ ' I ! --i I I I I I I I I I ---, ' I I I (/) PROPOSED WROUGHT IRON FENCE l I I I I I I I I I I I I i I ! I i I I I I I I I I ! I ! I f I I I I I I SYMBOLOGY LEGEND PROPOSED PLANTER AREA PROPOSED LAWN/SOD PROPOSED PAVER PER_ DETAIL "C" OR) EQUAL (ADA COMPLIANT PER MANUFACTURER PROPOSED 3/4" GRAVEL PROPOSED TURF PROPOSED DECOMPOSED GRANITE ' I I I I I I I I I ~ I" I I I I IMPERVIOUS I I I I I I I I I I I I I I I AREA NAME I I B 2 3 AREA SF SURFACE (TO STR.' TYPE 3992 SF ROOF 1300 SF ROOF 856 SF PATIO TILE 122 SF CONCRETE (>¢,¢,¢,(>-0 <> <> <> <> <> <><><><><><> ffB wm1111111 SURFACES DRAINS TO DRAINS TO STREET DRAINS TO STREET DRAINS TO STREET DRAINS TO STREET I I I I I 4 1557 SF DRIVEWAY PAYERS DRAINS TO STREET I I I I I //;' /'/,.,,.----/ I --I I I I f I I I / / I // --5 NOT USED ® 524 SF PAYERS DRAINS TO STREET (7) 97 SF CONCERTE PATIO DRAINS TO STREET TOTAL 8,448 SF NOTE: NATURAL SLOPE:S AND POOL AR£ S£Lr MIT/GA TING AREAS PERVIOUS SURFACES AREA NAME AREA SF SURFACE TYPE ® 736 SF TURF ® 1,156 SF LANDSCAPE TOTAL 1,892 SF TOTAL DISTURBED AREA 13,792 SF (0.32 ACRES) SOURCE CONTROL LEGEND DESCRIPTlO~ LQQA]Q~ PREVENTION OF ILLICIT DISCHARGE I SC-1 I AS INDICATED PROTECT OUTDOOR MATERIALS lsc-31 AS INDICATED PROTECT MATERIALS STORED IN lsc-41 AS INDICATED OUTDOOR WORK AREAS PROTECT TRASH AREAS FROM lsc-51 AS INDICATED RAINFALL, RUN-OFF & RUN-ON LANDSCAPE/OUIDOOR PESTICIDE, INTERIOR PARKING, SIDE WALKS lsc-61 AS INDICATED SITE DESIGN LEGEND DESCRIPTlO~ LOCATIO~ MINIMIZE IMPERVIOUS AREA I SD-31 AS INDICATED IMPERVIOUS AREA DISPERSION I SD-51 AS INDICATED STA:36+37.88 SIDEWALK UNDERDRAIN PIPE PER SDRSD D-27, REPLACE SIDEWALK FROM JOINT TO JOINT 6" NOS CL5AN OUT JUNCTION BOX EX. ELEC. TRANSFORMER PROPOSED WROUGHT IRON FENCE RUNOFF COLLECTION I SD-61 AS INDICATED cl<Greene Consulting, Inc. 4' WIDE EASEMENT DEDICATED TO =----PACIFIC BELL PER DOC. NO. 1990-0636009 DATED 11/29/1990 N.T.S. E . TELEPHONfc BOXES APN 215-611-01 LOT 253 MAP 12412 NOS ROUND POL YOLEFIN _..,,-------{)RATE W/ U.V. INHIBITORS ~ ~SLOPE TO DRAIN OMPACTED SOIL LANDSCAPE WITH NATIVE AND/OR DROUGHT TOLERANT PLANTS RCE __ _ REVIEWED BY: INSPECTOR I SD-71 AS INDICATED "AS BUil T" EXP. ___ _ DATE DATE !!,!C----NDS #136 -6" SEWER & DRAIN 1---+---+---------------+----+---+---+-----i I SH3EET I CITY OF ARL BAD I SHE5ETS I RISER PIPE (LENGTH AS REQUIRED) en -----NOS #201 SPEE-D BASIN ENGINEERING DEPARTMENT ::B:::;:::P=P:::'.~,..::::=F=OR:=·::::::::::::::::::========:::::...:::::== ~ ,---,--~----;:c--;;{----,--4" DRAIN PIPE @ MIN 1% ~ ,,-tt---1NVERT ELEVATION ~~t:=~--CRUSHED STONE NOS ROUND GRATE WITH NOS SPEE D BASIN N.T.S. 0 10 20 30 BENCH MARK SCHROPP {CANHAM) RESIDENCE 7164 AVIARA DRIVE GR2019-0042 APPROVED: JASON S. GELDERT DESCRIPTION:_________________ M / / LOCATION: f---+---+--,1.------------------+---+--+---i------i ~~EN;;,G:;=IN=isEE,s:;Rc==IN=G=A=N=A=GE7R;=R=C=E=6=::3~91~2~E~XP~-~9~3=0:'::=24~~DT;ATE~~~ D N BY: ---PROJECT NO. DRAWING NO. RECORDED:____________________ DATE INITIAL DATE INITIAL OATE INITIAL CHKD BY:___ PD2019_0037 521_6A ELEVATION:_=24=0=.2-6 ________ DATUM:-N_G_V_D_1_92_9 __ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: DocuSign Envelope ID: 0E7B3047-9D2F-4956-9799-3D1CC53D342510/26/2022
EXPIRES:6/30
/2024 dk Greene Consulting, Inc.BONSALL, CA 92003(760) 310-9408P.O. BOX 143JOB NO. 19-01KCTIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) 0 -l STORM WATER POLLUTION PREVENTION NOTES GENERAL SITE MANAGEMENT REQUIREMENTS THE FOUOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHAU BE ADHERED TO THROUGHOUT THE DURATION OF THE CONSTRUCTION WORK {YEAR ROUND}. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT: JAMES SCHROPP FROM: __ _ AT {TEL.NO.) 619-316-8965 2. DEVICES SHOWN ON CITY APPRO'IED PLANS SHAU NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 3. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 4. THE CONTRACTOR SHAU INSTALL ADD!710NAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORSEEN CIRCUMSTANCES WHICH MAY ARIS£ 5. THE CONTRACTOR SHAU BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PRE'IENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDl710N. 6. GRADING AREAS AROUND THE PROJECT PERIMETER Musr DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 7. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN FIVE {5} DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT {40%}. SILT AND OTHER DEBRIS SHAU BE REMO'IED AFTER EACH RAINFALL. 8. AU GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. 9. ALL EXPOSED DISTURBED AREAS Musr HA VE EROSION PROTECTION BMPs PROPERLY INSTALLED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES. 10. ADEQUATE PERIMETER PROTECTION BMPs MUST BE INSTALLED AND MAINTAINED AND WILL BE UPGRADED, IF NECESSARY, TO PR0',1/DE sumctENT PROTECTION FRoM RUNOFF DURING RAIN EVENTS. 11. ADEQUATE SEDIMENT CONTROL BMPs Musr BE INSTALLED AND MAINTAINED. 12. ADEQUATE BMPs TO CONTROL OFFS/TE SEDIMENT TRACKING Musr BE INSTALLED AND MAINTAINED. 13. A MINIMUM OF 125% OF THE MATERIAL NEEDED TOO INSTALL STANDBY BMPs TO PROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES, MUST BE STORED ONS!TE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMPs ARE NOT CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. 14. THE OWNER/DE'(ELOPER/CONTRACTOR MUST FOLLOW "/1-fA THER TRIGGERED" ACTION PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF THE SITE W/TH!N 48 HOURS OF A PREDICTED STORM E'IENT (A PREDICTED STORM EVENT IS DEFINED As A 40% CHANCE OF RAIN WITHIN A 5-0A Y NATIONAL /1-fA THER SER',1/CE FORECAST}. ON REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST PR0',1/DE PROOF OF THIS CAPABILITY. 15. DEPLOY/JENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE AS SOON AS SLOPES ARE COMPLETED. THE OWNER/DEVELOPER/CONTRACTOR MAY NOT RELY ON THE ABILITY TO DEPLOY STANDBY Bi.IP MATERIALS TO PREVENT EROSION OF SLOPES THAT HA 'IE BEEN COMPLETED. 16. THE AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED AT ONE TIME IS LIMITED TO THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUATELY PROTECT PRIOR TO A PREDICTED RAIN E'IENT. FOR LARGER SITES, GRADING SHOULD BE PHASED. IT MAY BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT ARE NOT COi.lPLETED, BUT ARE NOT ACTIVELY BEING WORKED BEFORE ADDITIONAL GRADING IS ALL0/1-fD TO PROCEED, AT THE DISCRETION OF THE CITY INSPECTOR. 17. ALL DISTURBED AREAS THAT ARE NOT COMPLETED ANO/OR NOT BEING ACTIVELY GRADED MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DAYS. THE ABILITY TO INSTALL BMP MA TER!ALS IN A PROMPT MANNER IS li11I. SUFFICIENT. BMPs NEED TO BE INSTALLED IN THESE AREAS. 18. BMPs MUST BE STOCKPILED AT VARIOUS LOCATION THROUGHOUT THE PROJECT SITE THROUGHOUT THE YEAR. WHENE'IER THERE IS A 40% CHANCE OR GREATER OF A RAIN WITHIN A THREE (3) DAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs ARE ADEQUATELY STOCKPILED. BMPs MUST BE STOCKPILED AND READY FOR DEPLOY/JENT WHEN THERE IS 50% CHANCE OF RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO coMPL Y WITH THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP WORK NOTICE OR OTHER ENFORCEMENT ACTION. 19. ALL TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED WFEKLY ANO PRIOR TO A FORECASTEO RAIN EVENT OF GREATER THAN 50%, AND AFTER A RAIN EVENT. IN ADD!710N, TREATMENT CONTROL BMPs Musr BE SER',1/CED AS NEEDED THROUGHOUT THE YEAR. 20. IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST BE REPAIRED OR tMPRO'IED OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BMP !NO/CATES IT WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS ANO REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP MEASURE IN PLACE. 21. ALL CONSTRUCTION EMPLOYEES MUST BE TRAINED ON THE IMPORTANCE OF STORM WATER POUUTION PRE'IENTION ANO BMP MAINTENANCE. WEATHER TRIGGERED ACTION PLAN THE DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM E'IENT { A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 40% CHANCE OF RAIN BY THE NATIONAL WfA THER SERl1CE}, IN ADDl710N TO BMPs IMPLEMENTED YEAR-ROUND INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL, TRACKING, NON-STORM WATER CONTROL, WASTE MANAGEMENT, AND MATERIALS POLLUTION CONTROL. THE NATIONAL WfA THER SER',1/CE FORECAST SHALL BE MONITORED AND USED BY THE DE'IELOPER ON A DAILY BASIS. IF PRECIPITATION IS PREDICTED {40% CHANCE OF RAIN}, THEN THE NECESSARY WATER POLLUTION CONTROL PRACTICES SHALL BE DEPLOYED W/TH!N 48 HOURS AND PRIOR TO THE ONSET OF THE PRECIPITATION. THE DEPLOY/JENT OF THE BMPS SHALL INCLUDE BUT NOT BE LIMITED TO GRAVEL BAGS AND SILT FENCES. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BEST MANAGEMENT PRACTICES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND PRE'IENT SEDIMENT DISCHARGES MUST BE STORED ON-SITE. AREAS THAT HAVE ALREADY BEEN PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA TION OR ESTABLISHED VEGETATION STABILIZATION BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF "11-fA THER TRIGGERED ACTION PLAN~ AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR DEPLOY/JENT OF "/1-fA THER TRIGGERED BMPS~ EROSION CONTROL HYDROSEED!NG. PLANTING AND !RR/GA TION 1. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND !RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOLLOWING: A HYDROSEED!NG SHALL BE APPLIED TO: 1 ALL SLOPES THAT ARE GRADED 6: I {HORIZONTAL TO '(£RT/CAL} OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2 AREAS GRADED FLATTER THAN 6: I WHEN ANY OF THE FOLLOW/NG CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS {CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY ',I/SIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B HYDROSEEDING AREAS SHAU BE IRRIGATED IN ACCORDANCE WITH THE FOLLOW/NG CRITERIA: 1 ALL SLOPES THAT ARE GRADED 6: I OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WA TER!NG FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2 AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPRO'(ED BY THE CITY ENGINEER, PRIOR TO HYDROSEED!NG. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE !RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPE, AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3 /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LE'IEL FOR THE GRADING OF THE HYDROSEEOEO GROWTH. C HYDROSEEOING MIX SHALL CONSIST OF ALL OF THE FOLLOW/NG: 1 SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLO'(ER b. 20 lbs PER ACRE OF ZORRO FESCUE c. 3/bs PER ACRE OF E SCHOOL CIA CALIFORN!CA d. 4 lbs PER ACRE OF ACH/UEA MILLEFOLIA e. Jibs PER ACRE OF ALYSSUM {CARPET OF SNOW} f. 1 /2 lb. PER A CR£ IF O!MORPHOLECA g. ITEMS c, d, ,e1 AND f OF THIS SUBSECTION MAY BE OMITTED ON VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION Musr BE !NOCULA TEO WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRIU!NG OR BROADCASING BEFORE HYDROSEED!NG. i. AU SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. J NON-PHYTO-TOX/C WEmNG AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2 TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS HAN 2000 lbs PER ACRE TYPE 6 MULCH {STRAW) MAY BE SUBSTITUTED, WHEN STRAW IS USED, IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/GAU Y PUNCHING NO LESS THAN 50% IF THE STRAW INTO THE SOIL. 3 FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0 WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE D AREAS TO BE HYDROSEEDED SHAU BE PREPARED PRIOR TO HYDROSEED!NG: 1 ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBtNA TION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1. b. HARROW/NG AREAS 6: 1 OR FLATTER THAT ARE sumctENTL Y FRIABLE 2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CON0!710NS EXIST: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PR0',1/DE A DAMP BIT NOT SA TURA TEO SEEO BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING CO '(ER/NG SALINE SOILS TO PRO 110£0 VIABLE CON0!710NS FOR GROWTH. E HYDROSEED!NG AREAS SHALL BE MAINTAINED TO PROVIDE A 11GOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEOING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED ANO ALL BONDS RELEASED. 2. ALL SLOPES SHALL HA VE /RR/GA TION INSTALLED ANO BE STABILIZED, PLANTED ANO/OR HYDROSEEOEO WITHIN TEN {10} DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 3. SHOULD GERM!NA TION OF HYDROSEEOEO SLOPES FAIL TO PROVIDE EFFICIENT CO'IERAGE OF GRADING SLOPES (90% COVERAGE) PRIOR TO OCTOBER 1, THE SLOPES SHALL BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MATTING MATERIAL APPROVED BY THE PUBLIC WORKS INSPECTOR. 4. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT OR AS DIRECTED BY THE CITY ENGINEER OF PLANNING DIRECTOR. 5. THE OWNER/APPLICANT SHALL ENSURE THAT AU CONTRACTORS SHAU COOROINA TE THE WORK OF THIS CONSTRUCTION SWPPP SHOWN ON ANY GRADING PLANS, LANDSCAPE ANO /RR/GA TION PLANS, ANO IMPROVEMENT PLANS AS REQUIRED FOR THIS PROJECT WORK. CITY OF OCEANSIDE VICINITY MAP NTS SITE BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Sediment Control BMPs Tracking Nan-Storm Water BMPs Control BMPs Management BMPs C: ~ C: C: ,2 ..., .2 ,2 ~ ai ..., ~ ~ "' 0 C: "' § " " C: t ,!2> E § ~ ~ .E .E ,2 ,9--£ ~ ~ t: ..., "' "' ... 11 ~ -~ ~ ::, c ~ 0 c:: ., .s -~ "' "' "' ~ ~ o~ "' g. § ~ 'al ""15 t: § "' (!) ... Best Management Practice* " "' .s co & ., <: "' "'"" "' /!: ci5 .s (.) ~ <.:, ~ ~ -2~ .s :§ .s § 1 "' "' ..., ., ,g .,, (BMP) Description ➔ .,, "' ""' " ,!!! "' ea C: C: c:, ~ " " ~ ~q_, Js " ~ 0 Cr) .s;; ]~ .,, :,., 0 ., § C: " !<."' "" c:, 0 co "' c:, ·-<.:, 1l "' " ~ c:, "' <: C: _E i!;lo ,2 .<!1 "15 " "" " a:: 0 --!!:?£: tfi.S "' -c: 0 ~ {§ i:j 1 ,g E~ ~~ ;::::¼ i....:i::. o,~ ·-"' e " .,, " l;; " ::, ·-..., .c: e :§ -~ 5 a:, e ~] -....... s: g. ~a '---g ~ -€lo ., " f 0 0 ~Js ~ " 0 ~ 00 ~o s: " -c: " ~o it '1 c'g ,g (/} B5 ~ 6 ~ (5 tig ~ ... V) ..s V>& £ct .re & ~(3 ~V) "'Cl.. CASQA Designation ➔ "' .... r-... "' 0, -t<') .... "' "' r-... "' C) "' -..., r-... "' -----~ ~ ~ ~ ~ ~ I I I I I I I I I I I I I I I Construction Activity bJ bJ bJ bJ bJ bJ bJ bJ I!' I!' ~ ~ ~ ~ ~ Grading/Soil Disturbance X )( Trenchinq/txcavation Stackoilina ,/ Drill inn /Barino Concrete/Asohalt Sawcuttina X Concrete Flatwork A Pavina X Conduit/Pipe Installation Stucco/Mortar Work Waste Disposal ✓ Staainn/Lav Dawn Area X Eauioment Maintenance and Fuelina ';( Hazardous Substance Use/Storaae Oewatering Site Access Across Dirt X Other (/isl): Instructions: Waste Management and Materials Pollution Control BMPs ~ C: " ..., E § " " "' ~ 0 c:: "' .2 ,g_ j " --:3 <: ., c:: ., ai ~ ~ " ., £§ ::, E ., -~ "" ct e .g " ~ "' ... "' .,, 0 O 0 0 ~ C: -0 === 5 "' <: -£ V, bt8 al::,; 1~ "' ..., .... .,., "' I I I I I ~ ~ ~ ~ ~ X X X ';( " ~ "' £t ., E ~., ~ "' " 0 <: <: 8~ "' I ~ X. PACIFIC OCEAN 1. Check the box ta the left of all applicable construction activity (first column) expected ta occur during construction. 2. Located along the top of the BMP Table is a list of BMP's With it"s corresponding California Stormwater Quality Association (CASQA) designation number. Choose one or more BMPs you intend to use during construction from the list. Check the box Where the chosen activity row intersects With the BMP column. 3. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project. LEGEND DESCRIPTION SE -1, SILT FENCE SE -7, STREET SWEEPING SE-10, INLET PROTECTION TR-1, STABILIZED CONSTRUCTION ENTRANCE NS-3, PA V!NG AND GRINDING OPERATIONS NS-8, VEHICLE AND EQUIPMENT CLEANING WM-1, MATERIAL DELIVERY AND STORAGE WM-2, MATERIAL USE WM-4, SPILL PREVENTION AND CONTROL Wlvl-5, SOLID WASTER MANAGEMENT WM-6, HAZARDOUS WASTE MANAGEMENT WM-8, CONCRETE WASTE MANAGEMENT WM-9, SANITARY/SEPTIC WASTE MANAGEMENT SYMBOL • NS-3 NS-8 WM-1 WM-2 WM-4 WM-5 WM-6 WM-8 WM-9 • ...--:;..-i de Greene Consulting, Inc. OWNER'S CERTIFICATION: I UNDERSTAND AND ACKNOWf_EOGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES {BMPs} DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOB/LIZA TION OF POUUTANTS SUCH AS SEDIMENT ANO TO AVOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; ANO (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 2 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE ANO SIGNED OFF BY THE CITY OF CARLSBAD. JAMES SCHROPP DATE CAROLYN SCHROPP DATE NAME OF PREPARER; __ KR_ls_n_N_L_. _G_RE_E_N_E ____ _ QUALIFICATION OF PREPARER_· _P_E _______ _ ADDRESS: P.O. BOX 143 BONSALL, CA 92003 57860 6/30/24 6/13/22 SIGNATUR£ R.C.£./C£RT. NO. L/C. £XP. DA TC DA TC 78 ~ 0 ~ \n OJ CITY OF VISTA 1J -{) ~o CITY OF SAN MARCOS CITY OF ENCINITAS MAP OVERVIEW SHEET INDEX: SHEET 4: TITLE SHEET SHEET 5: EROSION CONTROL PLANS APN: 215-610-20 SITE ADDRESS: 7164 A VIARA DRIVE CARLSBAD. CA 92008 AREA OF DISTURBANCE AREA OF DISTURBANCE 14447 SF (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, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS} CONSTRUCTION THREAT: CONSTRUCTION THREAT TO STORM WATER QUALITY (CHECK BOX}: □ HIGH igi MEDIUM OWNER/APPLICANT: JAMES ANO CAROLYN SCHROPP 1513 WHITE SAGE ROAD CARLSBAD, CA 92011 619-316-8965 EMERGENCY CONTACT: JAMES SCHROPP 619-316-8965 I S~EET I CITY OF CARLSBAD ENGINEERING DEPARTMENT I SHE:TS I ~TORY WATER POIJ,UTION PREVENTION PLAN \~Wr'PPJ SCHROPP~AN~~)2 RESIDENCE 7164 VIARA DRIVE GR2019-0042 APPROVED: JASON S. GELDERT ENGINEERING ~ANAGER RCE 63912 EXP. 9/30/24 DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: PD2019-0037 521-6A RVWD BY: • October 12, 2022October 12, 2022DocuSign Envelope ID: 0E7B3047-9D2F-4956-9799-3D1CC53D342510/26/2022
dk Greene Consulting, Inc.BONSALL, CA 92003(760) 310-9408P.O. BOX 143ELEVATIONS ARE BASED ON MONUMENT NO. CLSB 44RECORD OF SURVEY 17271EXPIRES:6/
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0
/2024JUNE 13, 2022KRISTIN L. GREENEDATEKCJOB NO. 2019-01 ck Greene Consulting, Inc. TIER 2 STORM WATER POLLUTION PREVENTION PLAN (SWPPP) 4' GENERAL UTIL. EASEMENT-=------PER MAP NO. 12412 i '-I --i ~ ::~~WERMH 1 STA:36+20.00 -· ., 1----1 ' -Sc----------------1---------f---~-",),-....---+lt==:::...::::._-_-,LJ , IS£-! I □ □ I I ---__ ---N 87"31'28" E 170.91' '-3" HT. 4'-6" HT. S82"55' 06"'N -----------------· L :~·.::.;,_.:-.:.,.,. D ----I I J I ~ fg I j" / I I I I I I \--.''~/ __ .,,.• HT---\ i j / II I i I I £ I I I ,' I l I ""''"""7.~~r-1---1~--+--+-,'~<+---f-l I ',, ', ,, I I I I I --it I I en I I I ' I I I I 1 I I I I I I I I I I 1 I I I I I I I I I 1 J I I I I I I I I I I I //,/ LEGEND DESCRIPTION EC-2, PRESERVATION OF EXISTING VEG/TA TION SE-1, SILT FENCE SE -7, STREET SWEEPING SE-1O, INLET PROTECTION SE-, GRAVEL BAGS TR-1, STABILIZED CONSTRUCTION ENTRANCE NS-3, PAVING AND GRINDING OPERATIONS NS-8, VEHICLE AND EQUIPMENT CLEANING WM-1, MATERIAL DELIVERY AND STORAGE WM-2, MATERIAL USE WM-4, SPILL PREVENTION AND CONTROL WM-5, SOLID WASTER MANAGEMENT WM-6, HAZARDOUS WASTE MANAGEMENT WM-8, CONCRETE WASTE MANAGEMENT SYMBOL IEc-2I ■ ■ I SE-7 I 0 -< I I◄ ii I ► VZZ/21 APN 215-611-01 I I I WM-9, SANITARY/SEPTIC WASTE MANAGEMENT EXISTING PRIVACY WALL Ns-3I Ns-sl WM-1 I WM-2I WM-4I WM-5I WM-el WM-sl WM-9I 0 10 20 30 BENCH MARK / I I I I I I I I I PROPERTY LINE ----------~ CITY OF ARLSBAD I SHEETS I 1----t----+----------------+-----11----+---+------1 ~ ENGINEERING DEPARTMENT 0 >----+---+-------------------+----+---+----+---I $TORM WATER POIJ.UTION PREVENTION PLAN (SWPPP) SCHROPP ( CANHAM) RESIDENCE 7164 A VIARA DRIVE GR2019-0042 APPROVED: JASON S. GELDERT DESCRIPTION: _________________ 1----t----+----------------+-----11----+---+------1 LOCA TION: __________________ t---t----t--,,.----------------t----11------t----t----l ~E=N=G=IN=EE=R~IN=G~~~A=N~AG=E~R~R=C=E~6=39~1=2~EX=P~. ~9~3=0~24~=DA~TE~-~ 1 D BY: ---PROJECT NO. DRAWING NO. RECORDED:____________________ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: __ _ ELEVATION: _2_4~D-~26 ________ QAT1JA,/: NGVP 1929 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RI/WO BY: PD2o19-oo37 521-eA DocuSign Envelope ID: 0E7B3047-9D2F-4956-9799-3D1CC53D342510/26/2022