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HomeMy WebLinkAboutDWG 484-5K; SDP 15-22; QUARRY CREEK PA R-2; 01-07' i I ! : ! I I ' i I 'I I I ' l i1 1! ;I '· 'I :!! c-, ·"' " ~--~-~ ·""' .,.~::, GRADING NOTES {IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. 4. CITY APPROll,4l OF PlANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WQRK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND . OMISSIONS DISCOVERED DURING CONSTRUCTION. All PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER Will BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT-OF-WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ---------------------~--'---·(•f ____________ _ 'GRADING NOTES {CONT.) 28. LANDSCAPING SHALL 8£ ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. 484-5V, AND/OR AS DIRECTED BY THE CITY ENGINEER OR CITY PLANNER. 29. THE OWNER/AP!ff./CANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 30. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 31. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. ' ,l R£F£H£NC£ DRAWINGS CARLSBAD TRACT 83-21 VILLAGES "O" AND "?-1: DWG. 244-3. SOUTH COAST MATERIALS QUARRY GRADING PLAN, DWG. 470-5A. CITY OF CARLSBAD IMPROVEMENT PLANS, DWG. 484-5. CITY OF CARLSBAD MASS GRADING PLANS, QUARRY CREEK, DWG. 484-5A. CITY OF CARLSBAD GRADING PLANS, QUARRY CREEK R-T, DWG. 484-5D. CITY OF CARLSBAD IMPROVEMENT PLANS. QUARRY CREEK R-1, DWG. 484-5H. CITY OF CARLSBAD GRADING PLANS, QUARRY CREEK ACCESS ROAD, DWG. 484-5F. CITY OF CARLSBAD IMPROVEMENT PLANS, QUARRY CREEK ACCESS ROAD, DWG. 484-5G. SPECIAL NOTES FOR SPECIAL NOTES SEE SHEET 2. SHEET INDEX SHEET NO. EL CAMINO COUNTRY CLUB ~ EL SALTO -- FALLS ST. ,:. ADOBE/- t', SPRINGS RD. :,;, --LAKE RD. "' i WONK TO 8£ DON£ ' THE GRADING WORK SHALL CONSIST OF THE CONSTRUCT/ON OF ALL CUTS AND FILLS, REMEDIAL GRADING) DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLAN77NG o,-PERMANENT LANDSCAPING AND PREPARA170N OD AS-BUILT GRADING PLANS, AS-BUILT GEOiOGIC MAPS AND REPORTS, All AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CIT( STANDARDS, SPECIF/0:ATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON TH5E PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWNG DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENG/NEEi'. STAt{DAHOS AND SPECIFICATIONS ,. 2. 3. 4. 5. CARLSBAD MUNICIPAL CODE CITY OF CARLSBAD ENGINEERING STANDARDS. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GR!IN BOOK). THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STllNDARDS. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANJBOOK AND ('AL TRANS CONSTRUCTION SITE BMP MANUAL. THIS SET OF PLANS. ON THE PEl?M!TTEE's POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF ';4-" OR BETTER AND A SIZE CATEGORY OF CLASS 32. THE CONTRACTOR SHALL.J/OT!FY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORk!NG DAY.S' PRIOR TO S1ARTING GRADING NEAR THEIR I 2-3 4 5 6-7 DESCRIPTION 77TLE SHEET ~ ,- 6. 7. 8. 9. Pl,ANNING COMMISSION RESOLUTION NO. 7164. ENVIRONMENTAL DOCUMENTS.· EIR NO. 11-02 DATED FEBRUARY 6, 2013. ' 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. .• 15. VII OR BETTER AS ES1ABLISHED BY BESTS KEY RATING GUl(JE UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE, RE1AINING WALLS OUTSIDE OF PUBLIC RIGHT-OF-WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. NO WORK SHALL BE COMMENCED UNTIL All PERMITS HAVE BEEN 081AINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 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. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON TH£ APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEP1ANCE OF THE WORK BY THE CITY. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DUR/NG CONSTRUC170N. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND {C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDA T!ONS OUTLIN£D IN THE SOILS R£PORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. All CONTROLLED GRADING SHALL BE DONE UNDER THE DIR£Cl70N OF A PROFE:SSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. All FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE "EARTHWORK SP£C/FICATIONS" ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. A PRECONSTRUCT!ON MEETING SHALL BE HELD AT TH£ SITE PRIOR TO THE . BEGINNING OF WORK AND SHALL BE: ATTENDED BY ALL REPR£SE"NTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL REQUEST A CONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAY.S' PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE PRECONSTRUCT/ON MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT Will BE PROVIDED BY THE PROJE:CT INSPECTOR AT THE MEETING. ALL INSPECTION REQUESTS OTHER THAN FpR PRECONSTRUCTlON. M('EJ7NG WILL BE MADE BY CALLING THE ENGIN£ER!NG ,24-HOUR INSPECTION {JfQUEST LINE AT {760) 438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DA Y.S' LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR f:i/_'J&tf01Jo':i£~ DJtbG1H~~Ns:f~CJi./t.~0 R11':Jttat}L F:g,{EJ];N~fJ!iEffc TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH S1ANDARDS, lAWS AND REGULA T!ONS. T 7. THE, CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTED A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHOR/NC, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNE"D AGENCY PRIOR TO EXCAVATION. IF THE PLAN ll,4R/ES FROM THE SHORING SY.S'TEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN 08111/NED FROM THE CITY OF CARLSBAD. SUBMIT APPLICA770N FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLAS77NG OPERA T!ONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ARD! DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UN77L THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SIT£ OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO TH£ PERIOD BETWEEN 7.·00 A.M. AND 6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAY.S' IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. 22. 23. 24. 25. 26. 27. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DA Y.S' PRIOR TO BEGINNING OF WORK. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. BRUSH SHALL BE REMOVED ONLY WITHIN THE ARD! TO BE GRADED. NO TREES ARE TO BE REMOVED EXCEPT ALONG HAYMAR DRIVE. ALL ARDIS 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 THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE SHOWN AS A APPROVED BY THE CITY ENG/N£ER OR AS DIRECTED BY THE PROJECT INSPECTOR. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE . TO PRODUCE A UNIFORM SUflFACE AND CROSS SECTION. THE SITE SHALL 8£ LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVE() AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY EN_{JINEER. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN {10) DAY.S' OF THE 77ME WHEN DICH SLOPE IS BROUGHT TO GRADE AS SHOWN ON TH£ APPROVED GRADING PLANS. FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800) 422-4133 SDG&:E (800) 660-7343 PAC/AC BELL {800) 892-0123 TIME WARNER CABLE {760) 438-7741 COX COMMUNICATIONS {760) 806-9809 CITY OF CARLSBAD (STREETS AND STORM DRAIN) (760) 434-2980 * CITY OF CARLSBAD {SEWER, WATER ANO RECLAIMED WATER) (760) 438-2722 * SAN DIEGUITO WATER DISTRICT (760) 633-2650 * LEUCADIA WASTEWATER DISTRICT (760) 753-0155 * ll,4LLECITOS WATER DISTRICT {760) 744-0460 * OLIVENHAIN WATER DISTRICT {760) 753-6466 * BUENA SANl1AT!ON DISTRICT (760) 726-1340 * OCDINSIDE SEWER DISTRICTS {760) 435-4500 * CITY OF VIS1A (ENGINEERING) {760) 639-6122 * AS APPROPRIATE 33. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS 15. 16. 120 AB CARLSBAD MUNICIPAL CODE 8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR 15. 16. 120 A.10 CARLSBAD MUNICIPAL CODE (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION ARE !NS1ALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OB1AIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO .THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A S1ATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO . (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 35. THE SOILS REPORT TITLED "UPDATE GEOTECHNICAL INVESTIGATION, QUARRY CREEK, CARLSBAD/OCDINSIDE, CALIFORNIA" PREPARED BY GEOCON, DATED MAY 15, 2015 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN, ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPEC!FICA770NS CON1AINED IS SAID SOILS REPORT. 36. IN ACCORDANCE WITH THE CITY SUSMP, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTE DISCHARGES DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. 11D£CLABA TION OF H£SPONSIBL£ CHAHG£11 I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT S1ANDARDS. I UNDERS1AND 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: SB&:O, INC. ADDRESS: 3990 RUfflN ROAD, SUITE T 20 CITY. STATE-SAN DIEGO, CA. 92123 TELEPHONE-{858) 560-1141 BY.· MRON PARKER R.C.E 68541 REGISTRATION E PIRATION DATE· 9-30-17 -t- DATE SOILS £NG/N££H 1S CERTIFICATE I, RODNEY MIKESELL, A REGISTERED GEOTECHNICAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CER77FY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF DECEMBER 201 T AND FEBRUARY 2015. TWO COPIES OF THE SOILS REPORT DATED #+Y, 2015, COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS. HAS BEEN\SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. ,::e_13, ~PVAT"'D t"l"RI!.. i1,;>91t,. ~~N~; _ _. (ij-z_ · ~ DATE· I -2. '-f -I 7 .;ioFEss,ON- ' ;,---:--... '4( i C.M/~<': '"'&<' 't t-< l No. 2533 9,j .. Q$; 'i:-' * NOTES, DETAILS, TYPICAL ROUGH GRADING PLAN STORM DRAIN PLAN STORM DRAIN PROFILES SECTIONS EARTHWORK QUANTITIES GRADED ARDIS.· CUT QUANTITIES.· FILL QUANTITIES.· EXPORT.· 9.94 AC. 12,325 C. Y. 9,825 C. Y. 2,500 C. Y. MAX CUT DEPTH: MAX CUT SLOPE RATIO: MAX Fill DEPTH: MAX FILL SLOPE RA170: 4.5' 1.5: T 6.0' 2:1 SCALE· T" = TOO' QUANTITIES SHOWN ARE FOR ESTIMATION PURPOSES ONLY. QUANTITIES ARE GEOMETRIC ONLY AND DO NOT INCLUDE SHRINKAGE AND BUILDING FACTORS. THIS PROJECT PROPOSES EXPORT OF 2,500 CUBIC YARDS OF MATERIAL FROM THE PROJECT SITE. All EXPORT MATERIAL SHALL BE DISCHARGED INTO A LEGAL DISPOSAL SITE THE APPROVAL OF THIS PROJECT DOES NOT ALLOW PROCESSING AND SALE OF THE MATERIAL. ALL SUCH ACTIVITIES REQUIRE A SEPARATE CONDITIONAL USE PERMIT. SOURCE OF· TOPOGRAPHY TOPOGRAPHIC INFORMATION SHOWN HEREON IS BY PROJECT DESIGN CONSUL1ANTS. PHOTOGRAMMETRY IN MARCH 2014. POST-CONSTRUCTION BMP TABLE VICINITY MAP <) NOT TO SCALE ~ THOMAS BROTHERS PG. 1107, GRID A-2 2006 EDITION LEGEND ~ EXISTING EXISTING STORM DRAIN PIPE EXISTING TYPE ':4-4 " CLDINOUT EXISTING TYPE "El-I " CURB INLET EXISTING CONTOUR EXISTING CURB AND GUTTER EXISTING STRIPING EXISTING GAS EXISTING ELECTRIC EXISTING SEWER MAIN EXISTING WATER MAIN l@l !EJl:--1 E- S --0--- 1✓ EXISTING RECLAIMED WATER MAIN EXISTING FENCE --x--x-- EXISTING STREET LIGHT o--6- STORM WATER POLLUTION PREVENTION PLAN: SW 14-292 PREPARED BY f'ROdEGF-IJ€S/GN GONSiJCFANFS 0AT£O AUGUST ;; 2()14. L/,tC, CONSrRIACf/ON DATerD ocr. ~5. 2OIG,. 10. STORM WATER MANAGEMENT PLAN: SWMP 15-21 PREPARED BY SB&O, I/IC. DATED OCTOBER 28, 2015,/?EiVJSe;p N0r'E"18E~ J.I, 201,. LEGEND DESCRIPTION PROJECT BOUNDARY CENTERLINE CURB AND GUTTER LOT LINE DIRECTION OF DRAINAGE CONCRETE DITCH EASEMENT LINE SLOPE (2:T U.N.O.) CURB PROPOSED CONTOUR DAYLIGH,T LINE BUILDING NUMBER SUBGRADE EL£VA TION RETAINING WALL TOP OF CURB ELEVATION FINISH SURFACE SPOT ELEVATION FINISH GRADE SPOT EL£11,4T/ON FLOWLINE El£VATION TOP OF WALL ELEVATION PRIVATEc STORM DRAIN PIPE PRIVATE STORM DRAIN CLEANOUT PRIVATE CURB INLET PRIVATE GRATED INLET PRIVATE CATCH BASIN DWG. NO. 0-75 *·· SDRSD C-6, C-7 HOPE WATERTIGHT !B {PER ASHTO) D-9 (TYPE ':4-4 J TYPE "B" PER D-2 * TYPE "G" PER D-8 TYPE "F" PER D-7 PR/VA TE N. D.S. T 2 "x 12" CATCH BASIN. PRIVATE SEWER MAIN PRIVATE SEWER MANHOLE 1----PER DWG. 484--5KK PUBLIC SEWER MAIN PUBLIC WATER MAIN FIRE HYDRANT PUBLIC RECLAIMED WATER MAIN PER DWG. 484-5G SYMBOL --> -> @ 130.0 S.G. ====l0== ===Gl -----rr-----~- =~ s ---s --- ----0--··---- QUANTITY 250 L.F. 2,975 S.F. 2,310 L.F. 13 EA. 9 EA. 2 DI. T EA. 8 DI. * AS MODIFIED BY THE CITY OF CARLSBAD STANDARD DRAWINGS, VOLUME J, CHAPTER 2. NOTES: 1. ALL S1ANDARD DRAWINGS NUMBERS REFER TO SAN DIEGO REGIONAL STANO!lRD DRAWINGS UNLESS NOTED OTHERWISE BB&D~ PLANNING ENGINEERING 3880 Ruffin Ruocl, SuiLe 120 San Diego, Ca. 82123 85B-560-1141 858-560·61 57 Fax SURVEY!NG // AS BUIL T11 ' t"'-1 [LL,_,,/ I 1-21-20 RCE i8547 EXP, 'f-30-2/ DATE LICENSE EXPIRATION DATE: 6-30-2018 ~ u';,_,;-0 r£crl~\e, #"t--~~ oF c;,,1..\'l:O STORM WATER TREATMENTS THAT APPLY.· EXEMPT FROM HYDROMOD/FICA T!ON A. Aof fvk•/Z.•LJ REV!Ew'ED BY, /").1 ,/J " -_(l,-l fik.y'~ OWN£H 1S CENT/FICA TE '·-c--- I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING AC77VITY AND ADVISE ON THE COMPACTION AND ST,48/LITY OF THE SITE NAME· ~---- LMV CARLSBAD HOLDINGS, LP A DELAWARE LIMITED PARTNERSHIP BY.· CORNE:RSTONE COMMUNITIES, LLC A CALIFORNIA LIMITED LIABILITY COMPANY, PROJECT LOCATION DATE ITS OPERATION MANAGER THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 167-040-59 OF THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: 366-1671. LEGAL DESCH/PT/ON □ S1ANDARD STORMWATER REQUIREMENTS 181 PRIORITY PROJECT REQUIREMENTS TYPE DESCRIPTION OWNERSHIP TC-32 BIO-RETENTION PRIVATE BASIN DI LOT 2 OF CARLSBAD TRACT MS 15-13, PARCEL MAP NO. 21373, CITY OF CARLSBAD, STATE OF CALIFORNIA, RECORDED AUGUST 17, 2016. 811 □ YES 0NO MAINTENANCE SHEET NO. MAINTENANCE AGREEMENT DWG. NO. 484-5A FREQUENCY BMP MAINTENANCE 7 6 MONTHS MIN. AGREEMENT CITY BENCHMARK: DESCRIPTION: CLSB-088 2" IRON PIPE W/DISK MARKED LOCATION: 1.S. 6215" IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD VILLAGE DR., 0. 1 Ml. £AST OF PONTIAC DR. RECORD FROM: R.O.S. 17271 ELEVATION: 317.176 M.S.l. DATUM: _M_.G_._V._D._19_2_9 __ MRON PARKE, DAT, INSPECTOR l...-</ ~J...oi-D DATE i-----t------f-------------t-----t----t----t--------1 I SHE,ET I CITY OF CARLS BAD i I SHEETS I ENGINEERING DEPARTMENT I 7 · !----!----+-----------------------------------------~==='-'=============="-'=====:. ROUGH GRADING PLANS FOR: Tl1LE SHEET OUAHHY CHEEK PLANNING AREA R-2 SDP 15-22 APPROVED: (L ') · JASDN Si ,.GE;LDERT ----~""'~"Ll14L"'.!'''.J,._ A ______ Z.1J lz.o I =i- 1--~~1--~-+-=-=~~-------------+---+--+---+---1 _"'C;;'IT=.:Y=E;'NG;=IN"'E:=E';Ri;;:;::;;::::;P~E.':::_6:=3-=9-=12.':::_E:'X_':P_"'IR-=E_S=-:=9_1':'/.3-=0-11c:_/!1=8-=~=DA:::TE:::::::==; 1-27-Z0 AP AS-BUILT ~ , DWN BY: SBMJ PROJECT NO. DRAWING NO. DA TE INITIAL DA TE INITIAL CHKD BY JU REVISION DESCRIPTION RVWD BY:. ,.JU-' ' SOP 15-22 484-SK OTHER APPROVAL CITY APPROVAL DATE INITIAL ENGINEER OF WORK -,-~~-~~-I ' ! I: I 1, :IJ J> ~ I ~ 0 {ri~ ::r, ' ~ OCJ ~ el r;: m C7 ~ a ,j ii~ -" . a • •• ::J ~ z !z~ 2 :i ::::::< "a C: il ~ rl1 ; ,~ I~· I rn ,;; wi m ]] w ~ ,- 030617 I I ' I I • I ' ' i i i • I : SPECIAL NOTES: THE FOLLOWING NOTES ARE PROVIDED TO GIi£ DIRECTlONS ro THE CONTRACTOR BY THE ENGINEER OF WORK. THE CITY ENGINEER's S/GN,A.Tl/RE ON THESE PLANS DO£S NOT CONS17TUT£ APPRO!t4L OF THESE NOTES ANO THE CITY WIL,L NOT BE RESPON$1BLE FOR THEIR ENFORCEMENT. ~/ES 20'-30' ~/ES J'-13' 17' ; 5.5' 7.5' 6' 11' VARIES 50'-60' f 17' 11' JO' 6' 13' 7.5' R/.W R/W 5.5' 30' 60' f 30' VARIES VARIES ~RIES . ~/6 R/W 1. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL £XIST7NG UNDERGROUND Ulll/T7ES BOTH VERTlCAL ANO HORIZONTAL PRIOR TO COMMl;NC/NG GRADING OPERATlONS. LOT 6 BIKE LANE BIKE LANE ' I LOT 2 10•-13• I 17'-20· 17'-20' I 10'-1J' ~~~ ~~~ 2. CONTRACTOR SHALL MAKE EXPLORATlON EXCA~TlONS ANO l,OCATE EXISTlNG FACILIT7ES SUfflCIENTLY AHEAD OF CONSTRUCTlON TO PERMIT REVISIONS TO PLANS IF REVISION IS NECESSARY BECAUSE OF LOCATlON OF EX/STING UT7LITl£S. J. LOCATlON ANO ELEVATlONS OF IMPROVEMENTS, TO BE MET BY WORK, SHALL BE CONARMEO BY FIELD MEASUREMENT PRIOR TO CONSTRUCTION OF NEW WORK. 4. GRADES SHOWN ARE FINISH GRADES, CONTRACTOR SHAL.L DETERMINE NECESSARY SUBGRAOE ELEVATlONS ANO SHAL,L CONSTRUCT SMOOTH TRANSmON BETWEEN AN/SH GRADES SHOWN. 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBIUTY FOR JOB SITE CONOmON DURING THE COURSE OF CONSTRUCTlON OF THIS PROJECT, INCLUOIN(; SAFETY OF ALL PERSONS ANO PROPERTY,· THAT THIS REQUIREMENT SHALL APPLY CONllNUOUSLY AND NOT BE UM/TEO TO NORMAL WORKING HOURS; ANO THAT THE CONTRACTOR SHALL !)£FEND, INDEMNIFY ANO HOLD TllE OWNER, OPEN SPACE ! 5.5' (, I 6' VARIES 1 ~RIES 6' I . ,\ 5.5' ! OPEN SPACE • BIKE 11'-14' 11'-14' BIKE LANE LANE '-. ~ .\ / '\\~? ~ ", 2-t 2X 2% J% q') ·\6' ~'j"''"T'L---= ----~ ------= --: = ::r11"'7 J ' i~, , . c ~=--------'--------:~=':i ~ '~:..- 5' WIDE :ONTIGUOUS t___!:_:::Ji.Vf'~; "G~ --~ ----,;e,\I,' ~ = :i 5' w,o;~TABILIZED P.C.C. SIDEWALK CURB AND GUTTER (TYP.) D.G. TRAIL Willi 6" CONCRETE CURB EDGING TllE CITY, ANO THE ENGINEER HARM"-ESS FROM ANY ANO ALL l/ABIUTY, REAL OR ALLEGED IN CONNECTlON WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTlNG FOR LIABILITY ARISING FROM TllE SOLE NEGLIGENCE OF THE OWNER OR TllE £NG/NEER. 6. TH£ CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR COMPLIANCE WITH TllE PROVISIONS OF THE STATE OF CALIFORNIA SAFETY ORDERS. TYPICAL SECTION ~ EXISTING HA YMAR DRIVE {PUBLIC) NOT TO SCALE ' TYPICAL SECTION ~ EXISTING EL SALTO FALLS STREET {PUBLIC,) 7. QUANTITlES SHOWN ON Tll/S PLAN ARE FOR BONDING ANO CONTRACTOR CONFIRMATlON PURPOSES ONLY. TllE CONTRACTOR IS TO ESTlMATE HIS OWN QUANTmEs FOR BIO ANO NOTlFY TllE ENGINEER OF ANY S/GNIACANT DISCREPANCIES. 8. CONTRACTOR SHAL,L BE RESPONSIBLE FOR DETERMINING WHETHER (OR NOT) THE AELO CONOITlONS AT STORM DRAIN INLETS ANO OUTLETS ARE PER TllE APPROVED PLANS. IF AELO CONO/TlONS DIFFER FROM TllE APPROVED PLANS, THE CONTRACTOR SHALL CONTACT THE SITE SUPERINTENDENT SUFFICIENTLY AHEAD OF CONSTRUCTlON TO ALLOW REVISIONS TO THE PLANS, ANO (To OBWN} PUBUC AGl;NCY APPROVAL, IF REQUIRED, PRIOR TO CONTRACTOR INSTAWNG STORM DRAIN R/W ; 5.5' STA. 5+07.66, P.C.R. TO 11+72.06 SHOWN FOR INFORMATION ONLY, NOT A PART OF THESE PLANS SEE CITY OF CARLSBAD OWG. NO. 484-5 60' 30' f 30' R/.W 13' 17' VARIES 17'-20' 1::-IR/ES 10'-13' 7.5' 6' 11' ~RIES 6' VARIES 5.5' I NOT TO SCALE STA. 6+62.50 TO 7+56.JO (NORTH OF BRIDGE} SHOWN FOR INFORMATlON ONLY, NOT A PART OF THESE PLANS SEE CITY OF CARLSBAD OWG. NO. 484-5 PROPOSED 54' PR/~ TE STREET, GENERAL UllLITY AND PUBLIC ACCESS EASEMENT STRUCTURES. . 9. IF ANY EXISTlNG HAROSCAPE OR LANDSCAPE INDICATED ON THE APPROVED PLANS IS DAMAGED OR REMOVED DURING OEMOL/TlON OR CONSTRUCT/ON, IT SHALL BE REPAIRED ANO/OR REPLACED IN KIND ANO EQUIVALENT PER THE APPROVED PLANS BY THE OWNER/PERM/TT££ LOT 6 I BIKE 11'-14' BIKE ' LOT 1 I I 27' f 27' . I I 10. ALL EX/SllNG UllUTlES OR STRUCTURES ARE INDICATED HEREON BAS£0 ON INFORMATlON OF RECORD. THE CONTRACTOR IS REQUIRED TO T,4K£ PRECAUTlONARY MEASURES TO PROTECT THE UllLITY LINES SHOWN HEREON ANO ANY OTHER EX!SllNG LINES NOT OF RECORD OR NOT SHOWN ON TllESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ARRANGEMENTS FOR THE RELOCATION OR REMO~L OF EXISTlNG UT/LITl£S ANO AGREES TO BE FULi, Y RESPONS/BL£ FOR ANY ANO ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO LOCATE ANO PRESERVE ANY ANO ALL UNDERGROUND UTILITIES. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL S.W.P.P.P. {N.P.D.£S.} DOCUMENTS ONSITE AS REQUIRED TO COMPLY WITH LOCAL ANO STATE REQUIREMENTS. 12. ALL RETAINING WALL SUBDRA/NS SHALL BE /NSTALL£0 PER SPEC/ACATIONS OF THESE PLANS OR GEOTECH RECOMMENDATIONS ANO SHALL BE CONNECTED OR STUBBED TO NEAREST STORM DRAIN PIPES. 13. IMPERVIOUS LINERS FOR BMP'S SHALL BE FULLY WATER TIGHT. ALL JOINTS SHALL OVERLAP 12• MIN. AND BE SEAL£D. LINER SHALL BE S£4LED WITH MASTlC TO ALL STRUCTURES. ALL PENETRATIONS SHALL BE S£4LED. /LIST OF ABBREVIATIONS EXIST. R/W .. TYP. F.G. T.C. F.F. S.G. AC. € f EX/SllNG RIGHT-OF-WAY TYPICAL AN/SHED GRADE TOP OF CURB AN/SHED FLOOR SUQGRADE ACRE PROPERTY LINE CENTERLINE FLOW LINE MINIMUM POWER POLE EDGE OF PAVEMENT DIAMETER EXISTING OVERHEAD ELECTRIC VITRIAED CLAY PIPE B.W. H.P. F.S. C.B. c.o. D.G. P.C.C. STA. DWG. MAX ELEII. o.c. SIM. BOTTOM OF WAi,L HIGH POINT AN/SHED SURFACE CATCH BASIN CLEANOUT OECOMPOSEO GRANITE PORTLAND CEMENT CONCRETE STATION DRAWING MAXIMUM ELEVATION ON CENTER SIMILAR STREET LIGHT PRIVATE DRIVEWAY PARKWAY LANE LANE TYPICAL SECTION ~ EXISTING HA YMAR DRIVf. !{PUQLIC) NOT TO SCALE ' STA. 11+72.06 TO 12+62.85 SHOWN FOR INFORMATION ONLY, NOT A PART OF THESE PLANS CALTRANS R/W VARIES SEE CITY OF CARLSBAD OWG. NO. 484-5 VARIES 50'-65' VARIES 20'-33' VARIES 30' 32' VARIES VARIES 6' 10' 11'-16' 14'-16' fi'fft: 4.5' 5.5' I LOT 1 I[ MIN. P.P. £P. DIA. £0.£ V.C.P. S.F. L.P. R.C.P. T.W. S.M.H. G.F. D.U. SQUARE FEET LOW POINT ST. LT. PVT. DWY. PKWY. s.o.c.o. GTR. MOD. s.c.o. U.N.O. !.£ STORM DRAIN CL£4NOUT GUTTER MOD/RED TYPICAL SECTION ~ EXISTING HA YMAR DRIVE {PUBLIC) NOT TO SCALE . .... . 0 R£INFORCED CONCRETE PIPE TOP OF WALL SEWER MANHOLE G<IRAGE FLOOR DWELLING UNIT EASEMENT NOTES .. C. Y. F.M. SEWER CL£4NOUT UNLESS NOTED OTHERWISE INVERT ELEVATION CUBIC YARD FINAL MAP /.'---.. PUBLIC EMERGENCY ACCESS EASEMENT TO THE CITY OF CARLSBAD '--1/ GRANTED PER P.M. 21373. /4'--... PUBLIC GENERAL UllLITY AND ACCESS EASEMENT TO THE CITY OF ~ CARLSBAD GRANTED PER P.M. 21373. 0 A COVENANT OF PRIVATE EASEMENT FOR PRIVATE STORM DRAIN FACILITIES OVER PORTIONS OF PARCEL I FOR BENEAT OF PARCEL 2. ~ PUBLIC WATER EASEMENT TO THE CARLSBAD MUNICIPAL WATER DISTRICT ~ GRANTED PER P.M. 21373. ~ FLOOO CONTROL ANO LEVEE ACCESS EASEMENT GRANTED TO THE CITY ~ OF CARLSBAD ANO COVENANT OF PRl~TE EASEMENT FOR LEVEE MAINTENANCE FOR BENEFIT OF THE QUARRY CREEK MASTER H. O.A. GRANTED PER P.M. 21373. 0 P£DESTRIAN TRAIL EASEMENT TO THE CITY OF CARLSBAD GRANTED PER P.M. 21373. ~ COVENANT OF PRIVATE EASEMENT FOR CROSS LOT DRAINAGE OVER A '-...(/ PORTION OF PARCEL 2 IN FAVOR OF PARCEL 1. ~ PUBLIC SIDEWALK EASEMENT TO THE CITY OF CARLSBAD GRANTED ~ PER P.M. 21373. .,/,;'-,.._ GENERAL UTILITY EASEMENT (C.U.£) ANO PUBLIC ACCESS EASEMENT TO ~ THE CITY OF CARLSBAD GRANTED PER P.M. 21373. <lg> EXIST. SITE VISIBILITY EASEMENT GRANTED PER MAP NO. 16038. <£J> EXIST. SOC&£ EASEMENT RECORDED MAY 11, 1949 IN BOOK 3200, PAGE 449. . <{p EXIST. SDClkE EASEMENT R£CORDED JULY 18, 1960 AS FILE/PAGE NO. 144668 O.R. <f}> EXIST. S.D.C.&£ EASEMENT RECORDED AUGUST 21, 2015 AS INSTRUMENT NO. 2015-0444103 O.R. /.";;--... EXIST. S.O.C.&£ EAS£MENT RECORDED MAY 5, 2016 AS ~ INSTRUMENT NO. 2016-0213651 O.R. LOT 2 R/W STA. 12+62.85 TO 16+17.06 (CITY BOUNDARY) SHOWN FOR INFORMATION ONLY, NOT A PART OF THESE PLANS SEE CITY OF CARLSBAD owe. NO. 484-5 30' 10' 20' 60' f 20' -JO' 10' 5.5' 4.5' 6' 14' I 14' 6' 4' 6' R/W 1 BIKE BIKE 1 OPEN SPACE , LANE LANE , , "I\"':..-'):-~ ~ ~ '"% -2-!: 2X 2% .J% ~' /< "'' ~ ~=-~~ -( "'' ~°' 5' WIDE NON-CONTlCUOUS) EXIST. TYPE •0• \__5, W/0£ STABILIZED P.C.C. SIDEWALK CURB AND GUTTER (TYP.) O.G. TRAIL WITH 6" . TYPICAL SECTION ~ EXISTING fgx~iETE CURB EL SALTO FALLS STREET {PUBLIC,) NOT TO SCALE STA. 1+00.00 TO 6+62.50 (NORTH OF BRIDGE} SHOWN FOR INFORMATION ONLY, NOT A PART OF THES£ PLANS SEE CITY OF CARLSBAD DWG, NO, 484-5 TYPICAL SECTION ~ EXISTING LUISENO WAY {PRIVATE,) 5' BLOCK SOUNOWALL ~ If. 3' NOT TO SCALE STA. 10+85± TO 14+50± {NO PARKING -BOTH SIDES} SEE CITY OF CARLSBAD DWG. NO. 485-G PROPOSED 54' PRl~TE STREET, GENERAL UTILITY AND PUBLIC ACCESS EASEMENT 27' f 27' I I 10' 17' 17' 10' I I 5' 4.5' 4.5' 5' . 0.5' 1_,,-----GUARDRAIL ~ I 0.5' tJf!::l RETAINING WALL !l I !'11 ~1r --...lr'i2:i'i::r~go,r _;.ox ,._;,::✓i / • ,. --~1,... 2.0X , 2.0% . __ .:"~,,,,,, , i.~ -s,, -C ~ = = = = ·· == = = = = = = =r-Jl7~YL~c' l°l,JA_. __ BROW DITCH PER owe. 484-50 ~5 ~fl , ~~'):y 4• P.C.C. 2=i -~-~-,\"\\~,~~+S PER D-75 SIDEWALK '>-..,3.5' ~-5• TYPE •c• CURB (TYP.) AND CUTTER (TYP.) 5\,0~~" S~.,_.\ L ~;JS \-V~v rL-7 PUBLIC 8" /.,:_:J, L7-r-' DOMESTlC WATER 11' TYPICAL SECTION ~ EXISTING LUISENO WAY {PRIVATE,) NOT TO SCALE STA. 14+50± TO 19+05±, P.C.R. {NO PARKING -BOTH SIDES} SEE CITY OF CARLSBAD owe. NO. 485-G 11 AS BUILT" ,~--~ RCE 68547 EXP.3·}0·21 REVIEYED BY, 21.&,~ INSPECTOR 1-27-ZO -•-••ss-•s---•~•••••- DATE 2 -9: -lo1.a DATE fsHml CITY OF CARLSBAD l-----l---+-----------------1---1---1----l--__j ~ ENGINEERING DEPARTMENT I SH~TS I "",.. ,, _, --" - --c •~)-.iitft "•-k<wi,'' --,,._,_ ·•k'e,:'1• - -., ' ------,---··. ' '' DIG RT ® t 811 ,,i. I · '''![' · !I ' " BB&D~ Pl.ANNING ENGINEERING SURVEYING 3990 Ruffin Road, Suite 'I 20 Son 0''3go. Ca. 8212';:;;I 65&560-1141 B58-560-81 57 Fax 1-11·17 DATE /-27-20 AP DA TE INITlAL DA TE INITlAL DA TE INITlAL ENGINEER OF WORK RE'v1SION DESCRIPTION OTHER APPROVAL CllY APPROVAL ' ' I I,!, I I ' ROUGH GRADING PLANS FOR: QUARRY CREEK PLANNING AREA R-2 NOTES, DETAILS. TYPICAL SECTIONS SDP 15-22 APPROVED: // ; / jA, J}SON S. /~ lDERT -,------¥~~A::...L,~fi''.:..".'..V __ -,,--,--Z l,ol> CITY ENGINfJ!l'.'.'. PE 63912 EXPIRES 9 /30 /1B Dill DWN BY: SB&O CHKD BY: ~II. RVWD BY: PROJECT NO. SOP 15-22 DRAWING NO. 484-SK AS.:.BLJILT I . J ! II I ' ' ' I 11 Cl ::0 J;, ~ 2 G1 2 ,C s to m ::0 Cl ::0 i 2 Ci) 2 C s to m ::0 Cl ::0 ~ 2 Ci) 2 C s to m ::0 , I i I I I i ., I i I ' I • . ' I ' I I ! ' i ' I I ,. I I I ' I ! FACE OF STRUCTURE· (TYP.) I JO, GENERAL UTILITY EASEMENT I I I PRIVATE 5' P.C.C. SIDEWALK 5' ' ,,., 'I' SUBGRAOE PER - SOILS ENGINEER PUBLIC 6" Rt;CLAIMEO WATER PER OWG. 484-50 ~*7' "GRAVEL PAI-F" / _ (PRIVATE.~ 1-f:--t--c:r--·-I PR/VA TE SAFETY FENCE PER 15' LANDSCAPE PLAN X I X WATER QUALITY BASIN o• CONCRETE CURB PUBLIC 8" SEWER PER DWG. 484-50 A TYPICAL SECTION ~ .EXIST. 30' PUBLIC 3 UTILITY £AS£M£NT NOT TO SCALE SEE CITY OF CARLSBAD OWG. NO. 484-50 17.5' PARKING OECORAlli-F PAI-FRS OVER BASE B 3 28' OR!ltf'WAY 14' f 14' 17.5' PARKING 6" TYPE "G-1" CURB (TYP.) TYPICAL SECTION NOT TO SCALE ,~ · rCi4Rt£.S' 17. 5' PARKING 12' 17.5' PARKING VAR/£.S' FACE oF·---.i STRUCTURE .·-(TYP.) A.C. PAVING WITH BASE 6" TYPE "G-1 • ~ CURB (TYP.) ~ ~ 1.0% MIN. ""~ 5.0% U4X -:: 6" (TYP. C TYPICAL SECTION ~ 24' DRIVEWAY 3 fi4CE OF'-...:J STRUCTURE (TYP.) NOT TO SCALE 24' DRIVEWAY 12' 12' 5'± (TYP. D TYPICAL SECTION ~ 24' DRIVEWAY 3 FACE OF-<J STRUCTURE (TYP.) NOT TO SCALE 24' DRIVEWAY 12' 12' 17.5' PARKING 10.5' £ TYPICAL SECTION ~ 24' DRIVEWAY 3 NOT TO SCALE BUILD PAD (TYP.) BUILD PAD (TYP.) ,,, 'ES 24' DR/ltf'WA Y T. W PER PLAN ,,,Rf. ~ i 1\ 12' 12' 17.5' PARKING ' J' ~1&--11--~~---t-----='---~1--~e......c~-""-''----l--"---fl\: FACE OF 5'± STRUCTURE (TYP.) (TYP.) F. G. (PER Pl.AN) T. C. PER PLAN 6" TYPE "G-1" CURB (TYP.) 5% U4X RETAINING WALL PER C-6 U4x. HEIGHT = S.JJ' 2' MIN. -----~;·,,·.; ~ / r ~ 0.25~1 // ' +-.,--..:,,,,,, 0.25' ,'1---TYPE "B" [)RAINAGE DITCH F.G. "TYPE 6" MASONRY.-----• WALL PER SDRSD C-6 ' '. PER SORSiJ 0-75 • •. ,--~N-·N.O.S. 12" JTR/UM GRATE OR SIMILAR c..---N.D.S. 12' X 12" CATCH BASIN OR SIMILAR F TYPICAL SECTION ~ 24' ,ORIV£WA Y 3 NOT TO SCALE '1-ofESS/ol\l Op G 3 H 3 " ~ "' "' • 0.2' MIN. P.V.C. PPE (PRIVATE), SIZE PEP PLAN [ (PER PLAN) DETAIL ~ CATCH BASIN 'RETAINING WALL PRIVATE F.G. "TYPE 6" MASONRY---• WALL PER SDRSD C-6 ff SCALE-1• = 2' > J.7' WALL 2' MIN. 0.5' w. P. V. C. PIPE (PRIVATE), SIZE PEP PLAN [ (PER PLAN) DETAIL ~ CATCH BASIN 'RETAINING WALL PRIVATE SB&D~ PL.ANNING ENGINEERING SURVEYING 3990 Ruffin Road, Suite 120 San Disgo, Ca. S21 23 E;,158-560-1141 BEiS-560-B'I 57 Fax 1-/7-/7 DATE SCALE: 1 • = 2' > J.7' WALL . l·Z7·Z0 AP At·BUIL T DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION II AS BUILT¥ _/11-fl.~ f·Z7·Z0 RCE 6854 i / EXP, q-30·21 DATE REVIEv/ED BY, ,Jl. ~ --·--2. -'i -lil;i,o INSPECTOR DATE I SHJET I CITY OF CARLSB.AD I SH~TS I ENGINEERING DEPARTMENT ROUGH GRADING PLANS FOR: OUARRY CR££!( PLANNING AREA R-1 DETAILS, TYPICAL S CTIONS SOP 15-22 APPROVED: / / " ' JASOII S'JGtfoERT / /1 .,Jl,(,. Z. 3 i:f CITY ENGINEER' PE 63912 EXPIRES 9 /30 /18 • DATE OWN BY: fj/Q PROJECT NO. DRAWING NO. DATE INlllAL DATE INlllAL CHKD BY: O11-IER APPROVAL CITY APPROVAL RVWD BY: SDP 15-22 484-SK ' I ----••-•-• -•••--••-• -----------------------•------~-------------------••--••---• •••--a••-·----------------------------------------AS-BUILT ~~~---- ----- -]I_ .. · __ .. ' ,. __ ---------I I □ Jl i 2 C'l 2 C I s: OJ m Jl I . 0 Jl ~ 2 C'l 2 C s: OJ m :a . CJ Jl ~ 2 C'l 2 C s: OJ m ' :0 I I I __ / I I ' I I I '. ' . I I. I I , , I ; ! I I .I \ "AS BUILT" fL.t. !LV ,-27-20 RCE 68547 ( EXP. 'f<l0-7.1 INSPECTOR . DATE 2:?-1~ J.O).() DATE DI GR,4PHIC SC,4££ 40 0 40 80 120 SB&O~ PLANNING ENGINEER/NG SURVEYING 3890 Ruffin Ruar_l, Suir;c 1 20 '_jon U1es=10. Ca. g2·1 23 R5R-5R[""]-1141 85B-,500-81 t-J / I ·'c'X 1-27-20 AP DATE INlllAL ENGINEER OF WORK (119.3} S.G. AS-8Utl1 REVISION DESCRIPTION DATE 8168 7992 I 8090 NOTE: FOR IMPROVEMENTS WITHIN EXIST. ft4YM4R DRIVE (PUBLIC) SEE CITY OF CARLSBAD DWG. NO. 484-5 BOUNDARY DATA TABLE 0 D,. /BEARING RADIUS LENGTH 1 23'11'29" 173.00' 70.02' 2 21·51 •45• 173.00' 66.01' 3 12°29'46" 227.00' 49.51' EXISTING STORM DRAIN NOTES: 0 EXIST. 18" R.C.P. STORM DRAIN (PUBLIC) PER DWG. NO. #84-5. 0 EXIST. 18" R.C.P. STORM DRAIN {PRIVATE} PER DWG. NO. 484-5. 0 EXIST. 30" R.C.P. STORM DRAIN (PUBLIC) PER DWG. NO. #84-5. 0 EXIST. 36" R.C.P. STORM DRAIN {PUBLIC} PER DWG. NO. #84-5. 0 EXIST. 42" R.C.P. STORM DRAIN (PRIVATE} PER DWG. NO. 47O-5A. TO REM4/N. 0 EXIST. 24" R.C.P. STORM DRAIN (PRIVATE} PER DWG. NO. 484-5. 0 EXIST. 24" H.D.P.E. STORM DRAIN (PRIVATE} PER DWG. NO. 484-5A. 0 EXIST. 54• H.D.P.E. STORM DRAIN (PRIVATE} PER DWG. NO. 47O-5A TO REM4/N. 0 EXIST. 60" H.D.P.E. STORM DRAIN (PRIVATE} PER DWG. NO. 484-5A. TO REMAIN. @ EXIST. 30" H.D.P.E. STORM DRAIN {PRIVATE) PER DWG. NO. 484-5A. @ 24" HOPE STORM DRAIN (PRIVATE} PER DWG. NO. 484-5r: @ 24" HOPE STORM DRAIN {PRIVATE} PER DWG. NO. 484-5J. EASEMENT NOTES ◊ FOR EASEMENT NOTES SEE SHEET 2. SUBGRADE NOTES 1. ALL BUILDING SECTIONS ASSUMED 1.45' AN/SHED FLOOR 7? SUBGRADE, 2. POOL DECK ASSUMED 0.5' AN/SHED SURFACE TO SUBGRADE. 3. ACTUAL SLAB SECTIONS M4Y VARY. CONTRACTOR Sft4LL CCNARM ALL SUBGRADE DEPTHS WITH GEOTECHNICAL ENGINEER PRIOR 7? CONSTRUCTION. INlllAL NOTE: SEE SHEET 5 FOR PR/VA TE STORM DRAIN PLAN. SEE SHEET 6-7 FOR PRIVATE STORM DRAIN PROALES. NOTE: '------1 FOR IMPROVEMENTS WITHIN LU/SEND WAY {PRIVATE} SEE CITY OF CARLSBAD DWG. NO. 484-5F AND 484-5G. I ' l I SH~ET I CITY OF CARLSBAD I SH~TS I ENGINEERING DEPARTMENl -. --- ROUGH GRADING PLANS FOR: OUARRY CREEK PLANNING AREA R-2 GRADING PLAN ,, .. , SDP 15-22 APPROVED: // ,1/a;t JASON ~w:J.::~ CITY ENGINEER/ PE 63912 EXPIRES 9 /30 /18 A . DWN BY: ff#Q PROJECT NO. DRAWING NO. DATE INlllAL CHKD BY: OTHER APPROVAL CllY APPROVAL RVWD BY: SOP 15-22 484-SK AS-BUILT .l ' I I "' )> ~ Cl I Q i~ ~ ~ '.3 Q 3 f~ fj !ii '.'J i7 ~ ~~ J. m -,J ., !ii j, ;g ?~ z !jz~ cC<'.'. ""'~~ I i! rn o ~ ;s 7J j 82 frt I t:" ·l ~ I IJl 0 -, ,, ,, ' . I :i w J> I a " J.j JJ ci! t,8 3 ;§ l ~ 0 ~ ;:;~w ' " ~ -u • ~ )> ~ "l" ~ ~~ • II a □ . " i ID [TI I ~i ITT m ~ ~ a ....,. CJ Il l> ~ 2 G1 2 C s: ttl m Il □ Il § 2 G1 2 C s: ttl m lJ ' 030617 i CJ Il ~ 2 G1 2 C $ ttl m ;o ~ .i:!ii; li '5l 1 REVIE\./ED BY• /)/l-~-.,•----- , INSPECTOR NOT£: FOR PRIVATE STORM DRAIN WITHIN PUBLIC UTILITY EASEMENTS SEE ENCROACHMENT AGREEMENT £4GREE2O16-OOO7 1·21·20 DATE ;J.-</ -)1/J..() --DATE 40 0 ' I U,__ ___ ,_ -----!i 1 ;;ii:li'.l hi.-. •1 -~-• ---------- -i: '.:,, ,l _ _[ ______ _ ! I :,i ; , : I ' ! ___ [___ ---- GRAPHIC SCALE ' 40 80 120 811 i' ----11 18+77.22 STORM DRAIN LINE "B" = BB&D~ PLANNING ENGINEERING SURVEYING ::=iggn R, 1ffi11 Rnod, SL1i1:c 12C NOT£: FOR GRADING WITHIN PARCEL 1 SEE CITY OF CARLSBAD owe. NO. 484-50, PROJ. ID: 50P 15-17/MS 15-13 NOT£: '-----l FOR IMPROVEMENTS WITHIN LU/SEND WAY (PRIVATE) SEE CITY OF CARLSBAD owe. NO. 484-5F AND 484-5G. - - - I I I □ 6./BEARING RADIUS I LENGTH DESCRIPTION 1 N22'56'O5"W --41.26 24" H.iJ.P.E. 2 15'46'29" 50.00' 13.77 24" H.0.P.E. 3 N38'42 '34 "W --11.77' 24" H.0.P.E. --- -----------------4 'N82'19'37"E --40. 63' 24" H.B.P.E. 5 13'22'47" 250.00' 58.38' 24" H.t.P.E. 6 1 N68'56'5O"E I ' 24" H.t.P.E --28.00' - ' 50.00' ; ------- 7 51'58 'OJ" i 45.35' 24" H.B.P.E. 8 N19'16'3O"w --127.02' 24" H.DP.E. I 9 , NI 7'35'58"w, --161.11' 18" H.DP.E. I 10 ,N16'I4'I2"w i --I 17. 19' 18" H.DP.E. --------- 11 17'15'23" I 50.00' I 15.06' 18" H.DP.E. 12 N86'3O'25''E --44.31' 18" H.DP.E. 13 NO'J3'34 ''W --88.02' 12" H.0 .. 0.E. 14 N69'22'55''E --27.87'-12" H.D.P.E. 15 N26'49 '04 ''E --I 24.81' 12" H.D.?.E. 16 N7'41 'O5''W --i 33.59' 24" H.D.?.E. - - - 17 69'30 '.59" 50.00' 60,66' 24" H.D.P.E. 18 N77'3I '22"w --26.59' 24" H.D.P.E. 19 N71'55'19''W --J.65' 18" H.D.P.E. 20 38'04 '23" 50.00' 33.23' 18" H.D.?.E. 21 68'65'o3" 50.00' 59.41' 18" H.D.P.E. 22 NB2' 19 '42 ''E --41.24' 18" H.D.P.E. 23 NI 7'17'08"W --90.27' 18" H.D.l'.E. 24 N67'55'JO''E --36.78' 18" H.D.P.E. 25 NI 7'26'4O"W --68.63' 12" H.D.P.E. 26 I 1'58'50" 50.00' 10.45' 12" H.D.FE. 27 N5'2 7'.50 ''W --20.60' 12" H.D.fE. 28 N 70'2 7'00 ''E --!00.36' 12" H.D.fE. 29 N7'O2'43''W --34.89' 12" H.D_.PE. 30 60'35'57" 50.00' 52.88' 12" H.D.PE. 31 N55'5O '48 ''E --! 18.27' 12" H.D.P.E. 32 NIO'l2'34"E --23.82' 10" P. V.C. 33 N14'/4'44"w --25.76' B"P.V.C 34 N31'2O'I I "W --76.48' 18" H.D.PE. 35 N2O' 10 '08 "E --238.14' 18" H.D.PE. 36 N79"44 ·oo"w --61. 10· 18" H.D.PE. --22.92' 37 N35'55 'I I ''W --18" H.D.PE. - - 38 45'59 'o6" 50.00' 40. I 3' 18" H.D.PE 39 N81'54'16''W --50.74' 18" H.D.P.:. 40 N34'31 '/8''E --28.22 12" H.D.P.c. 41 N84' 15 '08 "E --13.62' -12" H.D.P.c. 42 13'/6'17" ' 791.00' 183.22' 12" H.O.P.,. 43 N I6'3 I '.55 ''E --28.32' 8" P. V.C. 44 N49'O6 '02 ''W --47.03' 8'' P. V.C. 45 N8'O8'/6''W --24.67' I 8" P. V.C. 46 N12'48'24"W --24.67' I 8" P. V.C. 47 NB 1'43'48"W; --113.24', 5--P. v.c. 48 N37'47'26''W I --43.14' • 8" P. V.C. 49 N44'19'48''E' --8.15' 12" HOPE 50 N31'2O'11 ''W 1 --5.53' 18" H.D.P.£ 51 11'10'03" ' 40.00' 7.80' ' 18" H.D.P.£ ALL HOPE IS WT/IB (PER ASHTO) NOT£: SEE SHEET 4 FOR ROUGH GRADING PLAN. SEE SHEET 6-7 FOR PRIVATE STORM DRAIN PR'JRLES. I SH1ET I CITY OF CARLSBAD I I SHEETS ENGINEERING DEPARTMENT I 7 _ ROUGH GRADING PLANS FOR: QUARRY CREEK PLANNING AREA R-2 PRIVATE STORM DRj\lN PLAN SDP 15-22 : APPROVED:/L , I JASON ---I.I ~ S. GJ::LJ;ERT 2. 3 ,,,,.- Son D11=go, Ca. 32"123 BGB·':::iBC-', 141 858-bBC-8~ 57 Fa..< lciTY ENGINrn/ PE 63912 EXPIRES 9/30/18 DP ,· 1·27·20 4P 4S-8U!LT ,DWN BY: SB&O PROJECT NO. DR,WING NO. DATE INITIAL DATE INITIAL DATE INITIAL Ui'.' ' CHKD BY: SDP 15-22 484-SK ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 1 RVWD BY: I ' , I . I I , , ' CJ lJ ~ 2 G) 2 C s: CJ m lJ CJ -~ ~ 2 [iJ 2 C s: CJ m D :030617 I I I CJ ll i 2 [iJ 2 C s: CJ m :0 I I I I I I I I I I I I I I I II I I ' I I ---l -+----+--' --+----I - I ---I ___ I -----I--------_,__I --+---+'-,-l---i--------- ! ____ ----f--+-+--+---+---+io __ f--+-+-. -+--' -+--+--+--l-+11_,-+---+---1-+--+--+--+--+--+--l,!2--+-+-1 --+---+--+-:-+--+--+--+---'+1.J_ _ __ ____ __ 1 J i l~ -C---+r-+--+--+--+-+--l--lis-+--+--1>--+-+-1-+---+---'--+--rl-6-+-+-+--<--+-+---+---+-~1,+-7-+--+-+-+--<--+-+---+-~-+-re-+--+--+-+-+--+--+-+--+--+rg_· +--1- 11 AS BUILT" ~ bk RCE li8S41j EXP. 'f·30·'1I REVIE',/~-- Ll< rz;r;t::J - INSP~CT□R !· 27-20 DATE :i.,..,q. -l//l.Q DATE DI GRAPHIC SCALE ,.. ___ _ 40 0 40 80 120 !h ~ ,1 811 BB&D~ PLANNING ENGINEERING SURVEYING :=i880 RuTir 1 Rr.,ad, ~0;uiL<-ca -1 ;:::>D Sa,1Di<=!dU, Cu. 92123 858-560-.1 '141 BUB 660-81 57 Fax MRON PARK< L -· 1-27-20 AP AS-8U!Li DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION - --------,- NOTE: SEE SHEET 4 FOR ROUGH GRADING PLAN. SEE SHEET 5 FOR PRIVATE STORM DRAIN PLAN. I SH~ET I CITY OF CARLSEAD I SH~TS I ENGINEERING DEPARTMENT ROUGH GRADING PLANS FOR: _______ ,, __ QUARRY CREEK PLANNING AREA R-2 PRIVATE STORM .0RAIN. PROFILES SOP 15-22 APPROVED: / l. U ' • • JA~ON ~:/J!t9:T ~-.• ,1 /7. _,..vr, CITY ENGINEEIV PE 63912 EXPIRES 9 /30 /18 A OWN BY: ~ PROJECT NO. DRAWING NO. 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V,oo -6:277,P.c-.--+-----+-t-+-+--+-~: --+--t--t--+--+- ' '~~i;-'~, ~rt ~,Q1 .~J-i~;·:rf-lfflfl~ -r~~ ' '~ f~F(t~ ·--r Sf~RM-()/f,/1'{-l(;; 14~ ,-· {,,'HttfAl{}--i / I ~ 1-, '() SC,4L£j· 1( =r_ 4()' (H),I If =1 8\ (0) i I ' I ',. 7~l / I I S0'(1Llf' j" 'f ~o' (ff,{ ,r 7 s/ (VI ' -_J_ -f--+--+--+-I . . . . . -A~L h!DP,,c-h -, 'T /iB-(PER-ASHf<, V) r---t---t--1-~--+--+-t-+---+----+-, --+--t-t--c =-='---i-t-~~!-j---j-:,: ---t---+--A,,L #DRE-IS_,.. "7/'ilB-r,' PER -, SHTO) -r--+--+-r--+-+--ci_+-+--+--+---+--+--+--+--+---+---+--+-+--+--+--+--+--+--t'-+-+--+--+--+--1---+---+1-r--+-~' --t-+---+--+--+---+--_ 1 . 1" I ! : I I I ! ! ---f-! I I !_, ---t--+--t-t-+----t--t----t----+--t-----t----- NOT£· SEE SHEET 4 FOR ROUGH GRADING PLAN. SEE SHEET 5 FOR PRIVATE STORM DRAIN PLAN. BB&D~ GR.4PHIC SC.4L£ REVIEIJED BY, ?[1b_:X:,,. INSPECTOR ')-J-l0J..O DATE 40 0 40 80 120 /-l0·/1 DATE -+--+--+-r----,r+---r----r-t---+--+------ r ,......,~ 1---~' --+---·--- --· -·----4142 - ---+--+~-f--+--+--1-1---+--+---+--+-+-- +-I" I l 196.,84 -~ 12,HDPf- ST/ORM D8AIN ":=0. 0050 , +-+----- SHEET CITY OF CARLSBAD I SH~TS I 7 ENGINEERING DEPARTMENl ------ - -------------------ROUGH GRADING PLANS FOR: OUARRY CREEK PLANNING AREA R-2 PRIVATE STO~Jf D~AIN PROFILES SOP 15-22 ------------ APPROVED: / / -A a./'l/1/ JASON S. :!-t9.;RT 7. 1-1 ~ CITY ENG/NFV' PE 63912 EXPIRES 9/30/H DA'tf I f•'Z1·ZO AP I/S·8/lllt OWN BY, r SB&:O PROJECT NO. DRAWING NO. DATE INITIAL DATE INlllAL DATE INITIAL CH KD BY:\.,)'( / 484-SK ENGINEER OF WORK REV1310N DESCRIPTION OTHER APPROVAL Cl TY APPROVAL RVWD BY: SOP 15-22 AS- ' ! ' ' ' ' ' ' 'i ; I □ JJ i 2 (j) 2 C s ID m JJ CJ JJ ~ 2 (j) 2 C s co m JJ '030617 c:, JJ ~ 2 (j) 2 C s ID m JJ