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HomeMy WebLinkAboutDWG 484-5I; SDP 15-20; QUARRY CREEK PA P-3; 01-04GR.AO/NG NOTES PRECISE GRADING PLANS FOR: WORK TO BE DON£ (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. GR.AO/NG NO TES {CONT.,) QUARRY CREEK -PLANNING AREA P-3 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 ANO PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS ANO REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS ANO THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS ANO ORDINANCES CITED ON THESE PLANS. 2. APPROlef4L OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPR01ef4L, CITY STANDARDS OR OTHER ADDmONAL DOCUMENTS LISTED HEREON AS THEY U4Y PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL 28. LANDSCAPING SHALL 8£ ACCOMPLISHED ON ALL SLOPES ANO PADS AS REQUIRED BY TH£ CITY OF CARLSBAD LANDSCAPE U4NUAL, TH£ LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. 484-5L, ANO/OR AS DIRECTED BY TH£ CITY ENGINEER OR CITY PLANNER. REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-29· OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO TH£ OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE TH£ WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH TH£ LANDSCAPE ANO IRRIGATION PLANS ANO TH£ IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH TH£ LANDSCAPE MANUAL TIM£ REQUIREMENTS. OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT-OF-WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE 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 11,000,000.00 FOR 30. WHERE AN EXISTING PIP£ LINE IS TO 8£ ABANDONED AS A RESULT OF TH£ GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS ANO REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY 31 MUST HAVE A RATING OF ':4-" OR BETTER ANO A SIZE CATEGORY OF CLASS · VII OR BETTER AS EST,4BLISHEO BY BESTS KEY RATING GUIDE. APPROVED BY TH£ CITY ENGINEER. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (,4BOVE GROUND ANO UNDER GROUND) WITHIN THE PROJECT SITE sumctENTLY AHEAD OF GRADING TO PERMIT TH£ REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT-OF-WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY ANO OTHER 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 ANO A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE U4DE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE U4/NTAINEO TO THE PROJECT SITE AT ALL TIMES OUR/NG CONSTRUCT/ON. 32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SE£ BELOW) AT LEAST 2 FULL WORKING DAY.> PRIOR TO STARTING GRADING NEAR THEIR FACILITIES ANO SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT {800) 422-4133 SOG&E (800) 660-7343 PACIFIC BELL (800) 892-0123 TIME WARNER CABLE (760) 438-7741 COX COMMUNICATIONS (760) 806-9809 CITY OF CARLSBAD (STREETS ANO STORM DRAIN) (760) 434-2980 * CITY OF CARLSBAD (SEWER, WATER ANO RECLAIMED WATER) {760) 438-2722 * SAN 0/EGU!TO WATER DISTRICT (760) 633-2650 * LEUCADIA WASTEWATER DISTRICT (760) 753-0155 * VALLEC!TOS WATER DISTRICT (760) 744-0460 * OLIVENHAIN WATER DISTRICT (760) 753-6466 * BUENA SANITATION DISTRICT (760) 726-1340 * OCEANSIDE SEWER DISTRICTS (760) 435-4500 * CITY OF VISTA (ENGINEERING) (760) 639-6122 * AS APPROPRIATE 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (,4) SUMU4RY SHEET, (B) LABORATORY WORK SHEETS ANO (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE 33· PERMIT COMPLIANCE REQUIREMENTS.· A FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, ANO/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE ANO CONTROL THE WORK IN PROGRESS 15.16.120 A8 CARLSBAD MUNICIPAL CODE. 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 DAY.> OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT ANO COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD ST,4NDARD SPECIFICATIONS ANO THE "EARTHWORK SPECIFICATIONS" ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTION MEETING SHALL BE HELO AT THE SITE PRIOR TO THE BEGINNING OF WORK ANO SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING ANO 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 OAY.S PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE CONT,4CTEO BY THE PROJECT INSPECTOR TO COORDINATE A DATE ANO TIME FOR THE PRECONSTRUCTION MEETING. 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 ANO IRRIGATION AR£ INSTALLED IN CONFORU4NC£ WITH CITY COO£ ANO THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM TH£ SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACmEs, A STATEMENT AS TO TH£ EXPANSIVE QUALITY OF THE SOIL, ANO SUMU4R/ES OF FIELD ANO LABORATORY TESTS. TH£ REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS ANO RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT ANO ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY TH£ CITY. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING 34. PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER TH£ CITY £NGIN££R's APPROVAL, THESE PLANS MAY BE . 15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCT/ON MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST 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 OAY.S LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MA/NT,4/N ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANO FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS ANO REGULATIONS. 17. 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 SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAlef4TION 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 ANO APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAlef4TION. IF THE PLAN VARIES FROM THE SHORING SY.STEM 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 EXCAlef4T/ON PERMIT MUST BE SUBMITTED 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 APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, ANO THE PERMITTEE Will NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT ANO ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. ANO 6:00 P.M. EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAY.> IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPR01ef4L TWO FULL WORKING DAY.> PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, ANO 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. 23. BRUSH SHALL BE REMOVED ONLY WITHIN TH£ AREA TO 8£ GRADED. NO TREES AR£ TO BE REMOVED EXCEPT ALONG HAYU4R DRIVE. 24. ALL AREAS SHALL 8£ GRADED TO DRAIN. GRADING RESULTING IN TH£ PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO DITCHES SHALL HAVE A MINIMUM ON£ PERCENT SLOPE. 25. THESE PLANS AR£ SUBJECT TO A SIGNED ANO APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL 8£ SHOWN AS A APPROVED BY TH£ CITY ENGINEER OR AS DIRECTED BY TH£ PROJECT INSPECTOR. 26. ALL SLOPES SHALL 8£ TRIMMED TO A FINISH GRAD£ TO PRODUCE A UNIFORM SURFACE ANO CROSS SECTION. TH£ SITE SHALL 8£ LEFT IN A NEAT ANO ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL 8£ REMOVED ANO DISPOSED OF AT A SITE APPROVED OF BY TH£ CITY ENGINEER. 27. ALL SLOPES SHALL 8£ IRRIGATED, STABILIZED, PLANTED AND/OR HYDROS££0EO WITHIN TEN (10) DAY.> OF TH£ TIM£ WHEN EACH SLOP£ IS BROUGHT TO GRAD£ AS SHOWN ON TH£ APPROVED GRADING PLANS. REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 35. THE SOILS REPORT TITLED "UPDATE GEOTECHN/CAL INVESTIGATION, QUARRY CREEK, CARLSBAD/OCEANSIDE, CALIFORNIA" PREPARED BY GEOCON, DATED U4Y 15, 2015 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL 8£ DONE IN ACCORDANCE WITH THE RECOMMENDATIONS ANO SPECIFICATIONS CONTAINED 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 8£ ADDEO TO THE SATISFACTION OF TH£ CITY ENGINEER. 110£CL.AR.A TION OF RESPONSIBLE CH.ARG£11 I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF TH£ PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS ANO PROFESSIONS CODE, ANO THAT TH£ DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNOERST,4NO THAT THE CHECK OF PROJECT DRAWINGS ANO 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 RUFFIN ROAD, SUIT£ 120 CITY, STATE: SAN DIEGO, CA. 92123 TELEPHONE: (858) 560-1141 BY.· A~~~ B·1-3'/b MRON PARKER R.C.E. 68547 OAT£ REGISTRATION£ "PIRATION DATE.· 9-30-17 SOILS £NGIN££R~ CERT/FICA TE I, ROONEY MIKESELL, A REGISTERED GEOTECHNICAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE F/Ell) OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MAO£ BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF DECEMBER 2011 ANO FEBRUARY 2015. TWO COPIES OF THE SOILS REPORT DATED U4Y, 2015, COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. • SIGNED: _:r:3.-, C , rq.,_,,-:{ e o. G.E. NO.: ~L. I DATE.· ?> 25 , __ l_{e _____ _ LICENSE EXPIRATION DATE.-6-30-201X8 OWNER~ CERT/FICA TE I {WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OrWILL BE RETAINED TO .. S.. VP£RVIS£ OVER-ALL GRADING ACTIVITY ANO ADVISE G 'N Tl-'9 /PACT/ON ANO STABILITY OF THE SITE. <' . I . ~~~ \ ao(" URE R. KR~._ .· .. c.z; MANAGER ~ATE PRESIDIO CORNERSTONE QC, LLC A DELAWARE LIMITED LIABILITY COMPANY BY.· CORNERSTONE COMMUNITIES, LLC A CALIFORNIA LIMITED LIABILITY COMPANY, ITS OPERATION U4/VAGER SHEET INDEX SH££[ NO. 1 2 3-4 DESCRIPTION TITLE SHEET KEY MAP, NOTES, DETAILS PRECISE GRADING PLANS SPECIAL NOTES FOR SPECIAL NOTES SEE SHEET 2. EL CAMINO COUNTRY CLUB fij 0 ~ () j~ ~ f MIRA ,-. G COSTA COLLEGE ~ :,, 78 PACKARD ,,,. :...----f~LtJ.L i~ THE GRADING WORK SHALL 8£ PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIM£ OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. ST.ANO.ARDS ANO SP£CIF/C)I TIONS 1. 2. 3. 4. CARLSBAD MUNICIPAL CODE. CITY OF CARLSBAD £NG/NEERING ST,4NDAROS. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). LEG.AL 0£SCRIPT/ON LOT 8 OF CARLSBAD TRACT CT 11-04, MAP NO. 16038, CITY OF CARLSBAD, STAT£ OF CALIFORNIA, RECORDED .JULY, 10 2015. I ( I ~ '?; \ ~U4RRON RO. HAYiU4R~V:__ __ Z.~-~ ------= I ~ LAKE RO. OR. i ADOBE -1-.-,-/L.-,J ~ 5. 6. 7. 8. 9. TH£ SAN DIEGO REGIONAL STANDARD DRAWINGS ANO AS.U4Y 8£ MODIFIED BY TH£ CITY OF CARLSBAD ST,4NOAROS. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK ANO CALTRANS CONSTRUCTION SITE BMP MANUAL. PROJECT LOC.A TION ~ SPRINGS RO. '-'-~/TE 9 ~ ,,--~Avf.• THIS SET OF PLANS. PLANNING COMMISSION RESOLUTION NO. 7154. ENVIRONMENTAL DOCUMENTS.· £/R NO. 11-02 DATED FEBRUARY 6, 2013. THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 167-040-11 ANO 21 OF THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: 366-1671. R£F£R£NC£ DRAWINGS CARLSBAD TRACT 83-21 VILLAGES •o• AND "?-1: CAB!-SBAO / ~ i ~---1~,...l-r-::::..c.--~ j 10. STORM WATER POLLUTION PREVENTION PLAN.· SW 14-292 PREPARED BY PROJECT DESIGN CONSULTANTS DATED AUGUST 7, 2014 . .SEt oll/RFf' IJtl~ilOMt'-Jr #,6 ;;iy sE>•o /1M1"0 11/§(/p·, STORM WATER MANAGEMENT PLAN.· SWMP 15-29 PREPARED BY SB&O, INC, DATED OCTOBER 28, 2015. LEGEND OWG. NO. 244-3. SOUTH COAST MATERIALS QUARRY GRADING PLAN OWG. NO. 470-5A. U4RRON ROAD GRADING PLAN OWG. NO. R11148 - CITY OF OCEANSIDE. U4RRON ROAD IMPROVEMENT PLAN OWG. NO. R/1146 - CITY OF OCEANSIDE. CITY OF CARLSBAD MASS GRADING PLANS - QUARRY CREEK OWG. NO. 484-5A. OWNER/APPLICANT • PRESIDIO CORNERSTONE QC, LLC. 4365 EXECUTIVE DRIVE, SUITE 600 SAN DIEGO, CA. 92121 (858) 458-9700 BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAD83, ZONE 6, 1991.35 EPOCH GRID BEARING BETWEEN POINTS CLSB-087 AND CLSB-088 PER RECORD OF SURVEY NO. 17271. i.e. N76'15'oO"W. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY PROJECT DESIGN CONSULTANTS. METHODS FROM INFORU4TION GATHERED IN U4RCH 2014 BY PROJECT DESIGN CONSULTANTS PHOTOGRAMMETRY SHOWN HEREON CONFORMS TO NATIONAL U4P ACCURACY STANDARDS. PROJECT LOC.A TION TH£ CALIFORNIA COORDINATE INDEX: 366-1671. A.P.N.: 167-040-50 EARTHWORK OU.ANT/TIES CUT.· Fill: EXPORT.· 2,200 C.Y. 0 C. Y. 2,200 C.Y. LIST OF .ABBREV/A TIONS EXIST. R/W TYP. F.G. T.C. F.F. S.G. AC. € f I[ MIN. P.P. E.P. DIA. E.O.E. V.C.P. S.F. LP. R.C.P. T.W. S.M.H. G.F. o.u. EXISTING RIGHT-OF-WAY TYPICAL FINISHED GRADE TOP OF CURB FINISHED FLOOR SUBGRADE ACRE PROPERTY LINE CENTERLINE FLOW LINE MINIMUM POWER POLE EOG£ OF PAVEMENT DIAMETER EXISTING OVERHEAD ELECTRIC VITRIFIED CLAY PIPE SQUARE FEET LOW POINT REINFORCED CONCRETE PIPE TOP OF WALL SEWER MANHOLE GARAGE FLOOR DWELLING UNIT B.W. H.P. F.S. C.B. c.o. O.G. P.C.C. STA. OWG. MAX £LEV. o.c. SIM. ST. LT. PVT. OWY. PKWY. s.o.c.o. GTR. MOO. s.c.o. IJ.N.O. I.E. C.Y. BOTTOM OF WALL HIGH POINT FINISHED SURFACE CATCH BASIN CLEANOUT DECOMPOSED GRANITE PORTLAND CEMENT CONCRETE STATION DRAWING U4X/MUM ELEVATION ON CENTER SIMILAR STREET LIGHT PRIVATE DRIVEWAY PARKWAY STORM DRAIN CLCANOUT GUTTER MODIFIED SEWER CLEANOUT UNLESS NOTED OTHERWISE INVERT ELEVATION CUBIC Y,4RO CITY BENCHMARK: DESCRIPTION: CLSB-088 2• IRON PIPE W/DISK MARKED 'l.S. 6215" VICINITY MAP ~ NOT TO SCALE THOMAS BROTHERS PG. 1107, GRID A-2 2006 EDITION DESCRIPTION PROJECT BOUNDARY PR/lef4 TE 4 • A. C. PAVING ON 6" BAS£ (CLASS II) 6" CURB P. C. C. SIDEWALK TYPE "o" PEDESTRIAN RAMP PRllef4TE 2• WATER SERVICE WITH 1" METER ANO BACKFLOW PR/lef4TE SEWER CLEANOUT PRllef4TE 6" SEWER LATERAL *sTo. OWG. ,vo. G-1 (SDRSD) G-7, G-9 (SORSD) G-31, G-324, G-32B (SDRSO) CMWO W-4, W.20 S-6 r SYMBOL -- I I . . 4 ·.:,,. ,I •. •, : ~ S-7 ---,.1-~0 PR/lef4TE STORM DRAIN HOPE OR PVC {SIZE 4" /J.N.O.) ---SD --- PR/lef4TE 6" ARCA DRAIN RETAINING WALL PRIVATE 12• P.V.C. STORM DRAIN GRATED INLET (SIZE PER PLAN) OETAIL~SHEET 2 C-3, C-4 {SORSD) BROOKS BOX SD -0--SD ---- -■ ~ QUANTITY 3,500 S.F. 250 LF. 4,800 S.F. 1 1 EA. 2 £4. 70 LF. 1,010 LF. 46 EA. 780 S.F. 3 EA. * AS MODIFIED BY THE CITY OF CARLSBAD STANDARD DRAWINGS, VOLUME 3, CHAPTER 2. LEGEND "" EXISTING IMPROVEMENTS DESCRIPTION EXISTING ELEVATION EXISTING CONTOUR EXISTING SEWER LATERAL EXISTING WATER LATERAL EXISTING CURB ANO GUTTER EXISTING EASEMENT EXISTING GAS EXISTING ELECTRIC EXISTING SEWER EXISTING WATER EXISTING FIRE HYDRANT EXISTING SEWER MANHOLE EXISTING GUARDRAIL EXISTING STORM DRAIN EXISTING STORM DRAIN CLCANOUT EXISTING STORM DRAIN INLET SYMBOL (270.ol • -------270----- 1 ® 1® G E s 1,/ ..... s -o-- -D---G--D----0-- DIG ® 811 POST-CONSTRUCT/ON BMP TABLE 11 AS BUILT" b ~~/" ,o-z-,q STORM WATER TREATMENTS THAT APPLY.· □ STANDARD STORMWATER REQUIREMENTS 181 PRIORITY PROJECT REQUIREMENTS TYPE TC-32 OESCRIPTION BIO-RETENTION BASIN OWNERSHIP PR/lef4T£ EXEMPT FROM HYDROMOO/FICATION □ YES U4/NTENANC£ AGREEMENT BMP U4/NTENANCE AGREEMENT 181 NO SHEET NO. OWG. NO. 484-5A 8, 10, 15 MAINTENANCE FREQUENCY P.E. 68547 EXP. q-30-21 DATE R~~)'ED /~y, ___ ----. ~Lf, 'if;L::vf>-t (l-/6-IL INSPECTOR DATE l---t-----+-----------+---+--t------+-----11 SHE,ET I CITY OF CARLSBAD I SHE4ETS I ENGINEERING DEPARTMENT ~P:::RE:::::::::C:::IS:::;E,.:G::::RAD~::::O::::IG~P::::LAN=::::S~F::::O::::R:=====~===; QUARRY CREEK PLANNING AREA P-3 TITLE SHEET /I . SOP 15-20 APPROVED: ~ I ' JASON S"/ 1ELDERT SB&D~ PLANNING ENGINEERING 3990 Ruffin Ra~d, Suite 120 San Oleg□. Ca. 82123 858-560-11 41 SURVEYING LOCATION: IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD VILLAGE DR., 0. 1 Ml. EAST OF PONTIAC DR. //4.,.._,,, 'J'A,(f IJ::.tl.. 2,o/b r.-c-;;---;-;.r-c-~+=-~~,--------------t---t---+---t--i CITY ENGINEEW PE 63912 EXPIRES 9/30/16 DATE 10-2·1'! AP AS-BUILT OWN BY: _g;~ CHKD BY:~ RVWD BY: PROJECT NO. DRAWING NO. 484-SI S58-560-B1 57 Fex RECORD FROM: R.O.S. 17271 ELEVATION: 317.116 M.S.L. INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL SOP 15-20 AS-BUILT I . ! ' 121916 ' Cl ll § 2 G) 2 C ?.: [l] m ll a i ~ 2 C s: [l] m JJ 0 :.tJ ~ 2 G) 2 C s: Cl m :0 -------------------------------------------------------------------------------------~,-•--------------- M -M SPECIAL NOTES: 11 +0{PUBLIC} / M KEY MAP SCALE: 1" = 40' ~ I / I ~ ~,; I t'i I ~ I I d-lJ:n-"' I / I L.. __________ _ -------------------------------------------/--~:_~ -----:-~=--1 / ---------- ( s r: r GRAPHIC SCA/.£ R/W 60' 30' 10' 20' OPEN SPACE , 5.5' 4.5' 6' 14' ' ~ SECTION PER ~¥ OWG. 484-5 20' 14' 30' 6' BIKE LANE R/W 10' 4.5' 5.5' LOT 3 1 i'!ft: )STRUCTURAL 1 "'-~ _21= 2% 2% _.2_!__ <J;,,,,: c>TT,c-~_:i:::::==--================---=r~"~"' ~:,. ,,v(0-_/ c~~-\\7,e\~if';;-.... ,r~\v,(--~~;~~r== ~-- 5' WIOE STABILIZED_ EXIST. TYPE "G" 5' WIOE NON-CONTIGUOUS 0. G. TRAIL WITH 6 CURB ANO GUTTER (TYP..} p C. C. 5,-mcw•LK CONCRETE CURB EOG/NG • • · '""'"" R/W 60' 30' 13' 17' OPEN SPACE 7.5' 5.5' 6' 11, 17' 11' 30' 6' BIKE LANE R/W 13' 7.5' 5.5' 1 BIKE STRUCTURAL ( , ~ !~ LANE SECTION PER 1 ~ DWG. 484-5 ~ _d.,t ~ 2% _.J_!-_ i~I ;;,, ,~ _J::::: = = ==== = = = =~ =:= = ====== = = = = =c.Xq"""-✓Y __/ f-~~ -\\<?e-\\>;,\ ,.__... _.., ,-.--...... ~~--~\\~~ = 6' WIDE STABILIZE.6~ ~EXIST. TYPE "G" , _ D.G. TRAIL WITH CURB AND GUTTER (TYP.} 5 WIOE NON CONTIGUOUS CONCRETE CURB EOG/NG P.C.C. SIDEWALK 7993 I 7995 I 7996 LOT 4/LOT 8 TYPICAL SECTION ~ EXISTING MARRON ROAD {PUBLIC,) TYPICAL SECTION ~ EXISTING MARRON ROAD {PUBLIC,) R/W NOT TO SCALE STA. 4+99.43 TO 8+89.66, P.C.R. SHOWN FOR INFORMATION ONLY, NOT A PART OF THESE PLANS SEE CITY OF CARLSBAD OWG. NO. 484-5 60' 30' f 30' 13' 17' 17' 13' R/W R/W 10' NOT TO SCALE STA. 10+47.29, P.C.R. TO 27+03.89 SHOWN FOR INFORMATION ONLY, NOT A PART OF THESE PLANS SEE CITY OF CARLSBAD OWG. NO. 484-5 60' R/W 30' f 30' 20' 20' 10' OPEN SPACE 8' 5' 6' 11' I 11, 6' 5' 8' .J OPEN SPACE LOT 3 5.5' 4.5' 6' 14' I 14' 6' 4 "' 5.5' I .:::, '~ ~¥ ""% I BIKE LANE 2% i.:-,~ ------------------------,-~ -------'J:·'1 ~_J::::: = = ,,~tt ~\~ 5' WIDE CONTIGUOUS ~EXIST. TYPE "G" r------r----- r----- P.C.C. SIDEWALK (TYP.} CURB ANO GUTTER (TYP.} BIKE LANE ~ _$.. - ~-,,12 ------------, -=~ \ t = ~l';'\11<\Gs=t: \:__STRUCTURAL SECTION PER OWG. 484-5 I TYPICAL SECTION ~ EXISTING EL SALTO FALLS STREET (PUBLIC,) NOT TO SCALE STA. 11+13.75 TO 11+63.38, P.C.R. (SOUTH OF BR/OGE} SHOWN FOR INFORMATION ONLY, NOT A PART OF THESE PLANS SEE CITY OF CARLSBAD OWG. NO. 484-5 R/W 60' 30' 30' 13' 17' 17' R/W 13' OPEN SPACE . 7.5' 5.5' 6' 11' 6' BIKE LANE 5.5' 7.5' 1 BIKE LANE STRUCTURAL \¥ SECTION PER /?~ 2% OWG. 484-5 i% I BIKE 10' tJ' 10' BIKE LANE MEO/AN LANE 5' ---=:~ -1X rr--n 2.£. 2% I 5' WIDE NON-CONTIGUOUS P.C.C. SIDEWALK (TYP.} ~ t --=i [l>ITT::1''•2 ~ ---------JI I c--------~-~-"" , . l_------:::_-:::_-:::_-:::_ LI LI_::--_::--_::---------" ~~m-~ ~~ - EXIST. TYPE "G" CURB ANO GUTTER (TYP.} ~STRUCTURAL SECTION PER OWG. 484-5 I TYPICAL SECTION ~ EXISTING EL SALTO FALLS STREET (PUBLIC,) LOT 4/LOT 8 NOT TO SCALE STA. 12+86.64, P.C.R. TO 13+57.07 SHOWN FOR INFORMATION ONLY, NOT A PART OF 'THESE PLANS SEE CITY OF CARLSBAD OWG. NO. 484-5 LOT 8 'THE FOLLOWING NOTES ARE PROVIOEO TO GIVE: 0/RECT/ONS TO 'THE CONTRACTOR BY 'THE ENGINEER OF WORK. THE CITY ENGINEER'$ SIGNATURE ON 'THESE PLANS OOES NOT CONSTITUTE APPROVAL OF THESE NOTES ANO THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. 1. THE CONTRACTOR SHALL VERIFY 'THE LOCATION OF ALL EXISTING UNOERGROUNO UT/UT/ES BOTH VERTICAL ANO HORIZONTAL PRIOR TO COMMENCING GRAOING OPERATIONS. ~~--;J_~~--~~;;;;;;.=---·---·' 1~1 ~~\~~~~~\~-~;=~~~;~~~~~~~~~ 6' WIDE STABIL!ZE:f-EXIST. TYPE "G" ~givc':t/2 ~~'f/.'8 EOG/NG CURB ANO GUTTER (TYP.} 5' WIDE NON-CONTIGUOUS P.C.C. SIDEWALK 2. CONTRACTOR SHALL MAKE EXPLORATION EXCAVATIONS ANO LOCATE EXISTING FACILITIES sumctENTLY AHEAO OF CONSTRUCT/ON TO PERMIT REVISIONS TO PLANS IF REVISION IS NECESSARY BECAUSE OF LOCATION OF EXISTING UTILITIES. 3. LOCATION ANO ELEVATIONS OF IMPROVEMENTS, TO BE MET BY WORK, SHALL BE CONARMEO BY AELO MEASUREMENT PRIOR TO CONSTRUCT/ON OF NEW WORK. 4. GRAOES SHOWN ARE AN/SH GRAOES, CONTRACTOR SHALL CONSTRUCT SMOO'TH TRANSITION BETWEEN AN/SH GRAOES ANO SUBGRAOES SHOWN. 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONOIT/ON OUR/NG THE COURSE OF CONSTRUCT/ON OF 'THIS PROJECT, INCLUO!NG SAFETY OF ALL PERSONS ANO PROPERTY: THAT 'THIS REQUIREMENT SHALL APPLY CONTINUOUSLY ANO NOT BE LIM/TEO TO NORMAL WORKING HOURS,· ANO THAT THE CONTRACTOR SHALL OEFENO, INOEMNIFY AND HOLO THE OWNER, 'THE CITY, AND 'THE ENGINEER HARMLESS FROM ANY ANO ALL LIABILITY, REAL OR ALLEGEO IN CONNECTION Wl'TH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF 'THE OWNER OR 'THE ENGINEER. 6. THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR COMPLIANCE WITH THE PROVISIONS OF 'THE STATE OF CALIFORNIA SAFETY OROERS. 7. QUANTITIES SHOWN ON THIS PLAN ARE FOR BONO/NG AND CONTRACTOR CONFIRMA T/ON PURPOSES ONLY. 'THE CONTRACTOR IS TO ESTIMATE HIS OWN QUANTITIES FOR BIO ANO NOTIFY THE ENGINEER OF ANY S/GN/ACANT 0/SCREPANCIES. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR OETERMIN/NG WHETHER (OR NOT) THE AELO CONDITIONS AT STORM ORAIN INLETS AND OUTLETS ARE PER 'THE APPROVED PLANS. IF AELD CONO!T/ONS DIFFER FROM THE APPROVE:O PLANS, THE CONTRACTOR SHALL CONTACT THE SITE SUPERINTENDENT sumctENTL y AHEAO OF CONSTRUCT/ON TO ALLOW REVISIONS TO THE PLANS, AND (TO OBTAIN} PUBLIC AGENCY APPROVAL, IF REQUIRED, PRIOR TO CONTRACTOR INSTALLING STORM DRAIN STRUCTURES. 9. IF ANY EXISTING HAROSCAPE OR LANDSCAPE INOICATEO ON THE APPROVE:0 PLANS IS DAMAGED OR REMOVED OUR/NG DEMOLITION OR CONSTRUCT/ON, IT SHALL BE REPAIRED AND/OR REPLACED IN KIND ANO EQUIVALENT PER THE APPROVED PLANS BY 'THE OWNER/PERMITTEE. 10. ALL EXISTING UTILITIES OR STRUCTURES ARE INOICATEO HEREON BASED ON INFORMATION OF RECORD. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT 'THE UTILITY LINES SHOWN HEREON ANO ANY OTHER EXISTING LINES NOT OF RECORO OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ARRANGEMENTS FOR THE RELOCATION OR REMOVAL OF EXISTING UTILITIES ANO AGREES TO BE FULLY RESPONSIBLE 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.E.S.} DOCUMENTS ONSITE AS REQUIRED TO COMPLY WITH LOCAL AND STATE REQUIREMENTS. 12. ALL RETAINING WALL SUBORAINS SHALL BE INSTALLED PER SPECIACAT/ONS OF THESE PLANS OR GEOTECH RECOMMENDATIONS ANO SHALL BE CONNECTED OR STUBBED TO NEAREST STORM ORAIN PIPES. "AS BU I LT" -~h~ P.E. 68547 EXP. '!-J0-21 DATE 40 0 40 80 120 WATER METER SIZE MAx. POTABLE IRRIGATION USE.· 13 GPM MAx. RECREATION BU/LO/NG USE.· 19 GPM TOTAL: 32 GPM METER SIZE.· 1 INCH (1"} 1/QIE: POOL REQUIRES MIN. 1 • SERVICE. PLANNING ENGINEERING SURVEYING 3980 Ruffin Road, Suite 120 811 SEm 0iGg□, Ca. 821 23 858--560-1 141 858-560-81 57 Fax TYPICAL SECTION ~ EXISTING ADOBE SPRINGS ROAD {PUBLIC,) NOT TO SCALE STA. 43+71.65 TO 55+80.14, P.C.R. SHOWN FOR INFORMATION ONLY, NOT A PART OF 'THESE PLANS SEE CITY OF CARLSBAD OWG. NO. 484-5 N.0.S. 6" POLYOLEFIN GRATE WITH U.V. INHIBITORS ATRIUM TYPE FOR PLANTER. ROUND GRAT£ FOR TURF ANO HAROSCAPE 6" N.O.S. SPEE-0 CATCH BASIN OUTLET AS REQUIRED 6" 0/A. P. V.C. RISER PIPE (LENG'TH AS REQUIRED} COMPACTED ALL FINISH GRADE 2% MIN. C NOT£: (PER PLAN} FOR ORA/NS LOCATED ON PIPES LARGER THAN 4• DIAMETER, USE TEE AmNG WITH ADAPTER AND 6" RISER. DETAIL ~ AREA DRAIN NOT TO SCALE ~ CITY OF CARLSBAD I SHE4ETS I 1-----+--+-----------------11------+---1----t-----1 ~ ENGINEERING DEPARTMENT 1-------11-----+----------------11------;-----i------1----i PRECISE GRADING PLANS FOR: QUARRY CREEK PLANNING AREA P-3 CITY BENCHMARK: KEY MAP Dz! __ S _ ICAL SECTIONS SOP 15-20 DESCRIPTION: CLSB-088 2• IRON PIPE W/DISK MARKED l------fi---+----------------1-------+--+-----+----I APPROVED: ,;._,Cv:;i JASON St. <}.ELDERT ·2.s. 6215" =:-:=:-:=~~~;1:;'•~~=~:,:;;:-:-,:;:-/Z,L!_/l,oJ/;, LOCATION: -,-'N-7i-OP_Q_'F_C_U_T_S:_'LQ_P._'£_5_0_'_N,_VR_TH_Q_'F_C_:4_RL_S:_~_D_ l-----t-----1---------------+--+----t-----t----t CITY ENGINEE PE 63912 EXPIRES 9 30 16 -DATE VILLAGE DR., 0. I Ml. EAST OF PONTIAC DR. 10-2·1'! A.P. A5·BUILT RECORD FROM: R.O.S. 17271 ELEVATION: 317.176 M.S.L DATUM: N.G.V.D. 1929 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL PROJECT NO. SOP 15-20 DRAWING NO. 484-5I AS-BUILT 121916 I . , ' ' ' I I I ~ )> ~ z Ci) 2 C s: Cl m JJ. tJ JJ i 2 Ci) 2 C s: Cl n, ll Cl ll )> § 2 Ci) 2 C s: Cl m JJ \ 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 I I I I I I I I ' I I I (v-/ 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 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 2.26% £L SALTO EXIST. 2" IRRIGATION---------.._ SERVICE W!Tfl 1.5" METER ! I I I 0 1//.5 FG. (108.0) T.C. j H.P. / ~1 ' .. t<'l s.c.o. . '.j 1 107.6± RIM . 98.5± !.£ 107.35 GR. 106.75 C ) ~ ~ 108.0 'GR. · 107.3 C r:::r.: ll ••• ._. ;,o,L • ., ::~ :: : : !.! .. "' • 'l-ijl/··. 1 ~TR,=1/P,~~-"--~ SD CURB OUTLET 107.05 T.C. 1 106.60 £ cJ :::,: --@ Cr; { ~ e5 (ij ..., ~~~ ~ ~ • ::::!! s.:i "I• ~ "-. t'.:::l ~ i!: tli ~I( t I I ).. I ~i.. :s ~ :il 1:,, .... ;,I- i,.)~ ~~I 9:: I I( I /; 3 --- GRAPHIC SCALE --10 ~~ P.E. 6854-7 REVIEWED BY: 0 10 "AS BUil T" e-~ I EXP. q,30-21 JY'J_t;;f_l)_rd_aro.~_ INSPECTOR 20 DATE l o~rfr /,/ DATE 30 811 3980 Ruffin Road, Suite 120 San Diego, Ca. 82123 85&560-11 41 B58-560-8'1 57 Fax SlJRVEYlhlG ~~t ~-----"-- FALLS S££ SH££T 112.O F.S. 110.2 GR. 108.30 £ EXIST. 2• IRRIGATION SERVICE WITH 1 • METER STH££T I 2.26% \ \ Q C__) . _:_\- ,!=: \' ,/ I ,, I 7993 I 7995 I 7996 ,------------~-----.'' NOTE: FOR IMPROVEMENTS WITHIN P£0£STRIAN -----',---~,------,TI ACCESS EASEMENT SEE ENCROACHMENT AGREEMENT PR 16-19 DOC. NO.----~ I i I I ' I I I ./ I ,, I I I I I I I I I I I I I I I EXISTING EASEMENT NOTES: a) EXIST. SITE VISIBILITY EASEMENT GRANTED PER MAP NO. 16038. EXISTING UTILITY NOTES: 0 EXIST. 12" P.V.C. WATER {PUBLIC} PER OWG. NO. 484-5. 0 EXIST. 4• P.V.C. RECYCLED WATER {PUBLIC} PER OWG. NO. 484-5. © EXIST. 6" P.V.C. RECYCLED WATER {PUBLIC) PER OWG. NO. 484-5. \ I \ L...---© EXIST. 6" STL. RECYCLED WATER {PUBLIC} PER OWG. NO. 484-5. I I fl '2 .6 F. G,_ •• ___ \'1. _11i1'G1.[2Qf[GR.~. ' H.P. ~ 110.5 £ 112.0. H.P. , 5.5' · CJ ✓ <J CITY BENCHMARK: DESCRIPTION: CLSB-088 2" IRON PIPE W/OISK MARKED "LS. 6215" ' l {112.0) T.C. J.5' r EXIST. 2• IRRIGATION SERVICE TO BE ABANDONED 60'. JO' LOCATION: IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD VILLAGE DR., O. 1 Ml. EAST OF PONTIAC DR. 10·2·1'1 A.P. 4'3-BU!LT DATE INITIAL DATE INITIAL RECORD FROM: R.O.S. 17271 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL ELEVATION: 317.176 M.S.L. DATUM: N.G V.D. 1929 i 7.5, ', • .:.i ',I ', o.s',, --' DATE I I ' ',,\ INITIAL QTY APPROVAL @ EXIST. 8" P.V.C. SEWER {PUBLIC} PER OWG. NO. 484-5. @ EXIST. 18" R.C.P. STORM DRAIN {PUBLIC) PER OWG. NO. 484-5. CONSTRUCTION NOTES: [Ij TIE IN FOR ORA/NS PER LANDSCAPE OWG. NO. 484-5R. I II] S/GNAGE !NO/CAT/NG ACCESSIBLE PATH PER ' SECTION 118-216.3. 0 4" P.C.C. PAVING {520-C-2500). EXPANSION JOINTS AT ANY STRUCTURE ANO SPACED 45' MIN. {SEE LANDSCAPE PLANS FOR SCORING, COLOR ANO AN/SH). PUBLIC ENHANCED SIDEWALK WILL BE PRIVATELY MAINTAINED BY H.O.A. ~ 8" OEEPENEO EOG£ ON WALKWAY. Ill! SEE SEPARATE POOL PERMIT FOR POOL DECK ORA/NAG£ ANO DETAILS. I@ RETAINING WALL PER C-3 SEE LANDSCAPE PLANS FOR FINISHES ANO GUARDRAIL LOCATIONS. U4X HEIGHT = 4'. @j SEE LANDSCAPE PLAN OWG. NO. 484-5R FOR BOCCE BALL COURT AND TOT LOT SURFACE ANO SUB-ORA/NAG£ DETAILS. [HI STUB 6" P. V.C. DRAIN. 2.5' --1 1/4. I r. w. 112.0 rw 112.7 FS. , ..... • ~·:' J -· -~-, , ..... -.-4 ~ II 1.0 -'!" f'.V.C.\ --.: STORM T.F l/l?A IN 110 6 F. S. 110.0 ·•:•: c,i:, : .,. ... · .. Uc -~--~--!4------,,--------,"-'--j - A 4 o. 75' ± CLf,tJ,R SE CT/ON NOT TO SCALE I SH~ET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT PRECISE GRADING PLANS FOR: QUARRY CR££K PLANNING AREA P-3 ., SOP 15-20 APPROVED: 2-Z. 1 .r; JASON S)!p.Di'T . It.. J l,o CllY ENGINE"" PE 63912 EXPIRES 9 /30 /16 -DA TE OWN BY: -,tljl""u PROJECT NO. DRAWING NO. CHKD BY: [L SOP 15-20 484-SI RVWD BY: AS-BUILT ' I I □ JJ i 2 [j) 2 C < -"' OJ m JJ '121916 □ 1J § 2 (j] 2 C s: OJ m ll □ I 2 [j) 2 C s: OJ m JJ CJ :.ti Ci :E- C) ffi .,::a.2 00 C .,::a. s: I OJ O'I ~ - I I I 17' c~ ~ ---/- '\J. 11-) ~ 47' 17' "AS BUil T" I ! I ! ii I , & ~/ 10·2·/'f P.E. 68547 EXP. q-30-'Zf DATE I I \ I I I I J/ 7 I I ..,.__ 106.4 GR. 1~4.2 C 811 1' -·· \ . ' \ . \ " \. j,", \ _J ' N20"37'56"W j PLANNING ENGINEERING 3890 Ruffin Road, Suite 120 San OiE:lgo, Ca. 821 23 858-560-1 1 41 85&560-81 57 Fax I SURVEYING 10 ------------------- ' \ ' \ ~-... "i Q =---lllliii I --------------------- SHEET :_;_-) [ " . . NOT£: I I SD • t_,,b I I ] I(' I , LAWN CONNECT RD;t,!NING WALL SUBDRAIN. TO NS4R£ST ARS4 DRAIN. \ R!DG£LIN£ -,--l.__ ________ _ 112.9 H.P. I \\\ --\--------\ °l' \ - - I \ \ \_ 112.9 112.4 GR. 111.5 C GRAPHIC SCALE ----0 10 20 30 I \ 131---- ' TOT•LOT PER DWG. NO._ 484-5R , __ i ' __ 112.8 F.S. 112.5 GR. 109.9 I[ . ~ s 113.4 F.S. 113.6 F.S. I ~ 113.8 F.S. - 113.0 WALKWAY AT--- 4.8% u,ix. 114.0 G.B. 225.53' \ -l I I ! I , CITY BENCHMARK: DESCRIPTION: CLSB-088 2• IRON PIPE W/D!SK MARKED LOCATION: "L.S. 6215" IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD VILLAGE DR., 0. 1 Ml. EAST OF PONTIAC DR. . b \ . ' t n l I I I /0-Z·l'I A.P RECORD FROM: _R._.o_.s._. _1_72_7_1 _________ _ DAlE INITIAL ELEVATION: 317.176 M.S.L. DATUM: N.G.V.D. 1929 ENGINEER OF WORK JO' 24.5' 60' (j_)-J I ' '',tJ' ' I 11 ' ' 5' ·-7.5' I • I~ ', \ 1.JJ!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 799317996 \ I I DRY STRS4M PER LANDSCAPE PLAN DWG. NO. 484-5R \r®- r®\ '" AS-BUILT DAlE INITIAL REVISION DESCRIPTION OTHER APPROVAL DAlE INITIAL CITY APPROVAL I I ' ' \ \ ENCROACHMENT NOT£: \ FOR PRIVATE IMPROVEMENTS WITHIN TH£ CITY \ DRAINAGE S4S£M£NT, S££ ENCROACHMENT \ AGREEMENT PR/6-18, \ DOCUMENT NO.: ______ , ,,, RECORDED: _______ _ EXISTING EASEMENT NOTES: (D EXIST. 30' STORM DRAIN S4S£M£NT GRANTED PER MAP NO. 16038. EXISTING UTILITY NOTES: 0 EXIST. 12" P.V.C. WATER {PUBLIC} PER DWG. NO. 484-5. 0 EXIST. 12" STL. WATER {PUBLIC} PER DWG. NO. 484-5 . 0 EXIST. 6" P.V.C. RECYCLED WATER (PUBLIC} PER DWG. NO. 484-5 . @ EXIST. 8" P.V.C. SEWER {PUBLIC} PER DWG. NO. 484-5. . \ @ EXIST. 18" R.C.P. STORM DRAIN {PUBLIC} PER ' DWG. NO. 484-5. @ EXIST. 24" R.C.P. STORM DRAIN {PUBLIC} PER DWG. NO. 484-5. @ EXIST. 60" R.C.P. STORM DRAIN {PUBLIC} PER DWG. NO. 484-5. CONSTRUCT/ON NOTES: [II Tl£ IN FOR DRAINS PER LANDSCAPE ARCHITECT. II] S/GNAG£ INDICATING ACCESS/BL£ PATH PER SECTION 118-216.3. \ (I] 6" TYPE "G" CURB. [±] A.C. PAVING AND BAS£ PER SOILS £NGIN££R RECOMMENDATIONS. 4• A.C. OVER 6" A.B. MIN. \ r;:;:i ..,.,.,,.,-.,, r-tf6:!,0t;.';gq (,,..,-,-IAJ,1r,,-.,n,1r,r-'lbAIJr-l eJ )IDIOiJ LliO \&Ct. cu,coc.:u L. • u:e;. 0 VAN ACCESS/BL£ PARKING Sl"ALL PER RSD NO. M-27A, M-28A, M-288 AND M-29. fZl TYPE ~-CURB RAMP PER G-30, G-31 AND G-32. 0 4• P.C.C. PAVING {520-C-2500). EXPANSION JOINTS AT ANY STRUCTURE AND SPACED 45' MIN. (SE£ LANDSCAPE PLANS FOR SCORING, COLOR AND AN/SH}. (II CONNECT PRIVATE STORM DRAIN TO PUBLIC DRAINAGE STRUCTURE ADJUST EXIST. TOP OF CLS4NOUT TO MATCH AN/SH SURFACE lg] RETAINING WALL PER C-3 SE£ LANDSCAPE PLANS FOR AN/SHES AND GUARDRAIL LOCATIONS. ~ S££ LANDSCAPE PLAN DWG. 484-5R FOR BOCC£ BALL COURT AND TOT LOT SURFACE AND SUB-DRAINAGE DETAILS. I SH~ET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT PRECISE GRADING PLANS FOR: OUARRY CREEK PLANNING AREA P-3 " SDP 15-20 APPROVED: / l;,ppt/ JASON o/-tftr.LDERT , A'. rt .1. /,0/6 CITY ENGINEF.Ji PE 63912 EXPIRES 9/30/16 ~TE DWN BY: 0C-PROJECT NO. DRAWING NO. CHKD BY: SOP 15-20 484-SI RVWD BY: AS-BUILT I ' I '!.I CJ II ~ 2 (j) 2 I C ~ OJ m JJ 121916 CJ I 2 (j) . 2 C $ OJ .-m , II CJ :0 i 2 (j) 2 C ~ OJ m ::0 ' ,, I