The URL can be used to link to this page

Home My WebLink AboutDWG 497-1C; CT 16-05; QUARRY CREEK PA R-4B WEST; 01-06I / GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL COD£) 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 APPRO~L, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENG/NEER- OF-WORK 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. 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 l1,000,000.00 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 VII OR BETTER AS ESTABLISHED BY BESTS KEY RATING GUIDE 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER's PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. I 0. ACCESS FOR ARE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DA Y.S" OF THE COMPLETION OF FIELD TESTS. 12. A SOILS COMPACTION REPORT AND 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 STA TE 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 SPECIFICATIONS" ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 1 J. A PRECONSTRUCT!ON MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES 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 PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETlNG. 14. 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 DA>-S LATER. 15. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 16. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY 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 EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5 ;J OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SY.S"TEM STANDARDS ESTABLISHED BY THE CONSTRUCT/ON 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 !NSPEC7VR PRIOR TO EXCAVATION. 17. NO BLASTING SHALL BE PERFORMED UNTIL A ~LID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CA T!ON FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 18. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCT/ON, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM!TTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 19. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA T!ON OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND 6:00 P.M. EACH DAY, MONDAY THRU FR!D.t.Y ANO NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAY.S". (A LIST OF CITY HOLIDA>-S IS AVAILABLE AT THE ENGINEERING DEPARlMENT COUNTER.) 20. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPRO~L TWO FULL WORKING OAY.S" PRIOR TO BEGINNING OF WORK. 21. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 22. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED EXCEPT ALONG HAYU4R DRIVE. 23. 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 SLOP£ 24. 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 ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 2:5. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. All STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 26. All SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) OA>-S OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. I LOT 14 I ;YIAP JVD 18038 I I I I I I I I I I I I I I I I I I LOT 14 ;v/AP ;Vo 15038 KEY MAP SCALE· I" = 100' GRADING NOTES (CONT.,) FOR CONTINUED GRADING NOTES SEE SHEET 2. SPECIAL NOTES FOR SPECIAL NOTES SEE SHEET 2. »DECLARATION OF RESPONSIBLE CHARGE" 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 STANDARDS. I UNDERSTAND 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, SUITE 120 CITY, STATE: SAN DIEGO, CA. 92123 TELEPHONE· (858) 560-1141 ~ ~ No.68547 4~ ~l,_,,, ,-1-11 BY.· AARONPARKE, R7:.i.tf8547 DATE REGISTRATION XPIRAT!ON DAT£-9-30-17 Exp. 9/30/17 C/V\\. SOILS ENGINEER'S CERTIFICATE I, RODNEY MIKESELL, A REGISTERED GEOTECHNICAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF DECEMBER 2011 AND FEBRUARY 2015. TWO COPIES OF THE SOILS REPORT DATEO/tlA&utr.i,ZO/f;COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. SHEET INDEX SHEET NO. 1 2 3 4 DESCRIPTION TITLE SHEET NOTES/TYPICAL SECTIONS SECTIONS/DETAILS ROUGH GRADING PLAN 5-6 STORM DRAIN PLAN AND PROFILES EARTHWORK QUANTITIES GRADED AREAS: 6.38 A.C. CUT QUANTITIES: 8, 710 C. Y. FILL QUANTITIES: 12,900 C. Y. REMEDIAL: N/A C. Y. CONTAMINATED SOIL/EXPORT.· N/A C. Y. IMPORT.· 4, 190 C. Y. M4X M4X MAX. MAX. CUT DEPTH: CUT SLOPE RATIO: FILL DEPTH: FILL SLOPE RATIO: 5 FT. 2:1 6 FT. 2:1 QUANTmEs SHOWN ARE FOR EST/MA TION PURPOSES ONLY. QUANTITIES ARE GEOMETRIC ONLY AND DO NOT INCLUDE SHRINKAGE AND BUILDING FACTORS. THIS PROJECT PROPOSES IMPORT OF 4, 190 CUBIC YARDS OF U4 TERIAL TO THE PROJECT SITE. THE IMPORT WILL 'BE FORM U4TERIAL GENERATED WITHIN QUARRY CREEK MASTER PLAN FROM ADJACENT PLANNING AREAS ALREADY UNDER CONSTRUCTION. BENCHMARK CITY OF CARLSBAD G.P.S. STATION NO. 88 (CLSB-088) PER RECORD OF SURVEY NO. 17271. ELEVATION: 317.176 M.S.l. DATUM (NG. V.O. 1929) SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY PROJECT DESIGN CONSULTANTS. METHODS FROM INFORMATION GATHERED IN MARCH 2014 BY PROJECT DESIGN CONSULTANTS PHOTOGRAMMETRY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. EL CAMINO ~ COUNTRY CLUB PACKARD 78 VICINITY MAP NOT TO SCALE THOMAS BROTHERS PG. 1107, GRID A-2 2006 EDITION REFERENCE DRAWINGS LAKE SOUTH COAST MATERIALS QUARRY GRADING PLANS - DWG. NO. 470-5A. CITY OF CARLSBAD MASS GRADING PLANS - QUARRY CREEK DWG. NO. 484-5A. CITY OF CARLSBAD IMPROVEMENT PLANS - QUARRY CREEK DWG. NO. 484-5. QUARRY CREEK R-4A ROUGH GRADING PLANS -owe. NO. 497-IA/GR 2016-0005. QUARRY CREEK R-4A PRECISE GRADING PLANS -owe. NO. 497-IB/GR 2016-0009. QUARRY CREEK R-4B PRECISE GRADING PLANS -owe. NO. 497-10/GR 2016-0022. QUARRY CREEK R-4A IMPROVEMENTS PLANS - DWG. NO. 497-IE/ROW 2016-0007. QUARRY CREEK R-4B IMPROVEMENTS PLANS -owe. NO. 497-IF/ROW 2017-0170. LEGEND ~ EXISTING EXISTING STORM DRAIN PIPE EXISTING TYPE ':4-4" CLEANOUT EXISTING TYPE "B-1 " CURB INLET EXISTING CONTOUR EXISTING CURB AND GUTTER EXISTING STRIPING EXISTING GAS EXISTING ELECTRIC EXISTING SEWER MAIN EXISTING WATER MAIN EXISTING RECLAIMED WATER MAIN EX!S77NG FENCE EXISTING STREET LIGHT 12] Eb -------29/J _...---..__./ G E s --0-- \,/ --- Rv/ --X X 0---(1 WORK TO BE DON£ THE GRADING WORK SHALL CONSIST OF THE CONSTRUCT/ON OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OD AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, All AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER. STANDARDS AND SPECIF/CATIONS I. CARLSBAD MUNICIPAL COD£ 2. CITY OF CARLSBAD ENGINEERING STANDARDS. J. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 4. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 5. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK ANO CAL TRANS CONSTRUCTION SITE BMP MANUAL. 6. THIS SET OF PLANS. 7. PLANNING COMMISSION RESOLUTION NO. 7209 DATED NOVEMBER 16, 2016. 8. ENVIRONMENTAL DOCUMENTS: EIR NO. 11-02 DATED FEBRUARY 6, 2013. 9. STORM WATER POLLUTION PREVENTION PLAN.· SW 14-292 PREPARED BY PROJECT DESIGN CONSULTANTS DATED AUGUST 7, 2014 AND AMENDMENT NO. 8 DATED NOVEMBER J. 2015. 10. STORM WATER MANAGEMENT PLAN: SWMP 16-32 PREPARED BY SB&O, INC. DATED OCTOBER 26, 2016. LEGEND DESCRIPTION PROJECT BOUNDARY CENTERLINE CURB AND GUTTER LOT LINE DIRECTION OF DRAINAGE CONCRETE DITCH EASEMENT LINE FUEL MOO/FICA T!ON LIMITS SLOPE (2:1 U.N.O.) CURB PROPOSED CONTOUR DAYLIGHT LINE BUILDING NUMBER SUBGRAOE ELEVA T!ON RETAINING WALL PUBLIC TRAIL PUBLIC PEDESTRIAN RAMP TOP OF CURB EL~T!ON FINISH SURFACE SPOT ELEVATION FINISH GRADE SPOT ELEVATION INVERT ELEVATION FLOWL/NE ELEVATION TOP OF WALL ELEVATION STORM DRAIN CLEANOUT PRIVATE STORM DRAIN PIPE PR/~ TE STORM DRAIN CLEANOUT PR/~ TE CURB INLET PUBLIC SEWER MAIN PUBLIC SEWER MANHOLE PUBLIC DOMESTIC WATER MAIN PUBLIC FIRE HYDRANT DWG. NO. 0-75* SDRSD C-2, C-4, C-5 S-3 HOPE WATERTIGHT IB (PER ASHTO) TYPE '.:4-4" PER D-9* TYPE "B" PER 0-2* PER DWG. 497-lF SYMBOL QUANTITY ===;, ===;, ===;, 360 l.F. @ 130.0 S.G. [ " , ,, I fZ?2?2 120.0_1!2- 120.0 F.S. ~ 120-2._L!L -120.QJL-720.0 I[_ 120.0 r.w. -SD---0---SD- = ===@J:::::= = = ===c:a 1,650 S.F. 10 EA. 573 l.F. 2 EA. 3 EA. * AS MODIFIED BY THE CITY OF CARLSBAD STANDARD DRAWINGS, VOLUME 3, CHAPTER 2. NOTES: I. ALL STANDARD DRAWINGS NUMBERS REFER TO SAN DIEGO REGIONAL sr;,,NDARD DRAWINGS UNLESS NOTED OTHERWISE POST-CONSTRUCT/ON BMP TABLE "AS BUILT" G.£ NO.: 2533 DATE: (p -I -I -, LICENSE EXPIRATION DATE: 6-30-Mf-6 <.018 OWNER'S CERT/FICA TE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR U BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE 0. TH. MPACT/ON AND STABILITY OF THE SIT£ URE R. CZ, MANAGER PRESIDIO CORNERSTONE QC, LLC A DELAWARE LIMITED LIABILITY COMPANY BY.· CORNERSTONE COMMUNITIES, LLC DATE A CALIFORNIA LIMITED LIABILITY COMPANY, ITS OPERATION MANAGER PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 167-040~1, AND 21 OF THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS.· 366-1671. LEGAL DESCB/PTIQN LOT 3 OF CARLSBAD TRACT CT 15-09, FM NO. 15-09, IN THE CITY OF CARLSBAD, STA TE OF CALIFORNIA, CALIFORNIA, FILED IN THE COUNTY OF SAN DIEGO ON AND LOT 10 OF CARLSBAD TRACT CT 11-04, MAP NO. 16038, IN THE CITY""'a'""'F=-CA""""R.=o-t-=sBA-=-,0=-,- STATE OF CALIFORNIA, FILED IN THE COUNTY OF SAN DIEGO ON JULY 10, 2015. 811 TORM WATER TREAlMENTS THAT APPLY.· s □ 181 EXEMPT FROM HYDROMOD/FICA 770N ~lk TC- SB&O~ PLANNtf'.JG ENGINEERING SUR\/EYlf-JG ,-:lf""JCJO 11,Jr'ir nuoL., S,.:itt-s '120 Sur, U1rc,;;_u, C~J. '.:-le-'':,...,: l BGB-Ci30-~, 1 L. 1 UbU-500-0157 Fox 6-/-/7 DATE STANDARD STORMWATER REQUIREMENTS PRIORITY PROJECT REQUIREMENTS 'E DESCRIPTION OWNERSHIP MAINTENANCE AGREEMENT 32 BIO-RETENTION PRIVATE BMP MAINTENANCE BASIN AGREEMENT - 1·2'f-1'f A.WP. AS-BUILT f/<1:11 • wl' /1\ I ll)drt<d117,.. CJ,_ut.4 e' 5.~t,fs ,I..,-I, - DATE INITIAL ,....,,JC, tr_. ... ,,.._ .. ' , ·:r -... - ENGINEER Of WORK REVISION DESCRIPTION □ YES 1-zq-1q 181 NO ~CE 68547 EXP. q-J0-1'1 DATE SHEET NO. MAINTENANCE owe. NO. 484-5A FREQUENCY REVIEw'ED BY•----- 9, 10, 15 2 TIMES PER YEAR ?ti~ 9-1~17 INSPECTOR DATE I SH~ET I CITY OF CARLSBAD I SH~TS I ENGINEERING DEPARTMENT ROUGH GRADING PLANS FOR: OUARRY CREEK PLANNING AREA R-4B WEST GR 2016-0019 llTI.E SHEET PUD 16-06 APPROVED:~: .21J:tll b•z.8, VJI-}_ CITY ENGINEER PE 63912 EXPIRES 9/30/18 DAlE . __ , ____ n1, ,,, 1.-:i. ~C.l. DWN BY: (8£° I PROJECT NO. I DRAWING NO. DATE INITIAL bATE INITIAL CHKD BY: CT 16-05 497-fC OTHER APPROVAL CITY APPROVAL RVWD BY: AS-BUILT 71632.20 .. I "· -I I I 7 Cl JJ ~. -· 2 G1 2 C s: . ill JJ i'-------- /082817 : I, . I 0 JJ ~ 2 G1 z C s: c.o m JJ GRADING NOTES (CONT.,) 27. IANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD IANDSCAPE MANUAL, THE IANDSCAPING PIANS FDR THIS PROJECT, DRAWING NO. 497-IM, AND/OR AS DIRECTED BY THE CITY ENGINEER OR CITY PIANNER. LIST OF ABBREVIATIONS B.W. H.P. F.S. BOTTOM OF WALL HIGH POINT FINISHED SURFACE CATCH BASIN CLEANOUT ff. 44.2' GENERAL UTILITY AND ff. r PUBLIC ACCESS DISEMENT 7 34.2' 1--------------1 24' I 5' I 5.2' 12' 'l. 12' 5' ! 5' 28. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PIANS WITH THAT SHOWN ON BOTH THE IANDSCAPE AND IRRIGATION PIANS AND THE IMPROVEMENT PIANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE IANDSCAPE MANUAL TIME REQUIREMENTS. 29. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REP/ACED WITH PROPERLY COMPACTED SOILS. IN OTHER ARDIS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. EXIST. R/W TYP. F.C. T.C. F.F. s.c. AC. le Ii. I[ MIN. P.P. £P. DIA. E.0.£ V.C.P. S.F. L.P. R.C.P. T. w. S.M.H. G.F. o.u. EXISTING RIGHT-OF-WAY TYPICAL FINISHED GRADE TOP OF CURB FINISHED FLOOR SUBCRADE ACRE PROPERTY LINE CENTERLINE FLOW LINE MINIMUM POWER POLE C.B. C.O. D.C. P.C.C. STA. owe. MAX ELEV o.c. SIM. DECOMPOSED GRANITE PORT/AND CEMENT CONCRETE STATION DRAWING MAXIMUM ELEVA770N ON CENTER SIMI/AR ____ ff --f ----- ~-. \ \ . \\.~, ,µ,-~ ~4" ROLLED FINISHED SURFACE CURB 4" A.G. 01-17? ~\/1 (ELEV PER PIAN) I "-1, I 6" A. B. MIN. '): \ .,;./1' _PADj (TYP.) 2% '/_f_j• 30. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE sumctENTLY AHDID OF GRADING TO PERMIT THE REVISION OF THE GRADING PIANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. EDGE OF PAVEMENT DIAMETER EXIS77NC OVERHDID ELECTRIC VITRIFIED CLAY PIPE SQUARE FEET LOW POINT STREET LICHT PRIVATE DRIVEWAY PARKWAY PUBLIC 8"--._5 75' STORM DRAIN CLDINOUT SEWER AT 1% MIN. CUTTER MODIFIED 31. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES {SEE BELOW} AT LDIST 2 FULL WORKING DAY.S' PRIOR TO STARTING GRADING NDIR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE REINFORCED CONCRETE PIPE TOP OF WALL SEWER MANHOLE ST. LT. PVT. DWY. PKWY. S.D.C.O. CTR. MOD. s.c.o. U.N.O. I.E. SEWER CLDINOUT UNLESS NOTED OTHERWISE INVERT ELEVATION PRIVATE 18" STORM DRAIN UNDERGROUND SERVICE ALERT 811 SDG&E (800) 411-7343 AT&T {619) 237-2787 SPECTRUM CABLE (800) 227-2600 COX COMMUNICATIONS (619) 262-1122 CITY OF CARLSBAD (STREETS AND STORM DRAIN) (760) 434-2980 * CITY OF CARLSBAD (SEWER, WATER AND REC/AIMED WATER) {760) 438-2722 * SAN D!ECU/TO WATER DISTRICT (760) 633-2650 * LEUCADIA WASTEWATER DISTRICT (760) 753-0155 * VALLECITOS WATER DISTRICT (760) 744-0460 GARAGE FLOOR DWELLING UNIT R/W OPEN SPACE C. Y. F.M. JO' 13' 17' -·-- I 6' ff, --·---.. -I BIKE LANE SEC770N PER CUBIC YARD FINAL MAP 60' 17' 11' 30' 6' BIKE IANE R/W IJ' 7.5' 5.5' LOT 4/LOT 8 I * OLIVENHAIN WATER DISTRICT (760) 753-6466 *BUENA SANITATION DISTRICT (760) 726-1340 x/330 =w~~ owe. 484-5 * AS APPROPRIATE 32. 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 COO£ B. 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 COD£ (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE ALL EROSION CONTROL, SLOPE PIANTINC AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PIANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT}. (2) AS-BUILT GRADING PIAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BDIR!NC CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND IABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OU7Z.INEO IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PIAN, IF REQUIRED BY THE CITY. 33. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (!) YDIR 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. ,--'2t 2% 2% IJ; -lY -~ ' "~------------------- ~. [I ;::-~='::?,'~ v.'f";;:~~W ---==-=--: n·.\/2~ J y~f" /< +:. ~X",,n~\\\-({\_.,. \ '(, \ ~ ~ $ ---~c., =,-= ':i 6' WIDE STABILIZED ~EXIST. TYPE "c" D.C. TRAIL WITH 6" CURB AND CUTTER (TYP.) 5' WIDE NON-CONTIGUOUS CONCRETE CURB EDGING P. C. C. SIDEWALK TYPICAL SECTION ~ EXISTING MARRON ROAD {PUBLIC,) NOT TO SCALE STA. 10+47.29, P.C.R. TO 27+32.89 SHOWN FOR INFORMA770N ONLY, NOT A PART OF THESE PIANS SEE CITY OF CARLSBAD DWG. NO. 484-5 60' R/W 30' Ii. OPEN SPACE 12' 18' 4' 6' 12' BIKE-+---~~---1 , LANE STRUCTURAL 30' 18' 12' 6.5' 5.5' I I ~~ SEC770N PE,~ ,~ 2 owe. 484-5 z¾ ,, -;;-_ 2% ~ -IT -~ LOT 4 ., 34. IN ACCORDANCE WITH THE CITY SUSMP, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PIAN INCLUDE ".STENCILS" BE ADDED TO PROHIBIT WASTE DISCHARGES DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. t? w ,,y-lrf· ----= = -= = = = --;--rr&-··''""" u . _,/ C = ~=\\•«~ -,~-l'.iZ1:--.,\'2;19'\l¼-r-=<~I =~ 'J STABILIZED D. G. TRAIL -~-J. 5,,----;-\.__ , WITH 6" CONCRETE VARIES, DEPTH-·, MIN. 5 WIDE 35. THE SOILS REPORT TITLED "UPDATE GEOTECHNICAL INVESTIGATION, QUARRY CREEK, CARLSBAD/OCEANSIDE, CALIFORNIA" PREPARED BY CEOCON, DATED AUGUST 5, 2016 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IS SAID SOILS REPORT. SPECIAL NOTES: CURB EDGING J PER PLAN . NON-CON77CUOUS EXIST. TYPE "c•/ (____ P.C.C, SIDEWALK CURB AND CUTTER (TYP.) , 4 , 12, EXIST. PUBLIC PROPOSED PUBLIC 8".___../ .----i-~-~--..., 8" DOMESTIC WATER SEWER AT 1% MIN. TYPICAL SECTION ~ EXISTING MARRON ROAD {PUBLIC) ~ PROPOSED NOT TO SCALE STA. 27+32.89 TO 32+93± I 7' PUBLIC 8" WATER PUBLIC 8" '----' SEWER AT 1% MIN. 7.5' 7' TYPICAL SECTION ~ VILLETA A VENUE {PRIVATE,) PER DWG. NO. 497-IF NOT TO SCALE STA. 34+50± TO 40+00± {NO PARKING -BOTH SIDES) ff. 44.2' GENERAL UTILITY AND Ii: r PUBLIC ACCESS EASEMENT --j 39.2' I 1------~-------1 29' 5' 5.2' 12' f 17' 5' I y-4" ROLLED 4" A. C. OVER , -1,J FINISHED SURFACE /I CURB 6 " A.B. MIN. .\ Ii;, {ELEV PER PIAN) ( ", I 1' 'l-✓,cJ/' -l:~,~'{2~' 2~ _ 2r:P. 2%.°:t'/Jl VARIES ' --a :-:::C~~-=~ ::::::::::::::,:::: ~4" P.C.C. SIDEWALK 2% MIN. .. D=.....---i---7 ,-,+,,m,i,,,-. 6,, I !~\'& LI I-~, -"' -.J -, -{TYP.} -I . 6" TYPE 't'" CURB (TYP.; 55•+ ~f-b 'mr~v:;,.., -AND CUTTER filPUBL/C /~ 7' [ I 10' PUBLIC 12" WATER RECYCLED WAT~j \'--ROUCH GRADE SUBCRADE VARIES, DEPTH ~ (TYP.) PER PLAN . PUBLIC /0" SEWER 1 '± AT 1% MIN. TYPICAL SECTION ~ VILLETA A VENUE {PRIVATE) PER DWG. NO. 497-IF " NOT TO SCALE STA. 40+00± TO 4 7 +00± (NO PARKING -BOTH SIDES) I ff. 44. 4' GENERAL UTILITY AND ff. I S DISEMENT I 34.4• I I • 5.2· 12· 2;· ,2· 5.2· • 5• I 1--2' I 4 " A. C. OVER 1 "'j FINISHED SURFACE 6 " ~fl· MIN.I r' ____ 54.2' GENERAL UTILITY AND 7 PUBLIC ACCESS DISEMENT 44.2' 1--------------'----'-=------------l 34' 17' 17' 4" A.C: OVER ~:.,1 FINISHED SURFACE 6 ,, A.18: MIN I 1 i!Q"¾, (ELEV PER PLAN) '!Jr.-: --,-(TYJ'D I ~'r:J 2% r. PAD '--:L '=., _2% 2% ,..2!!_I_,9'i>.\ ·=""~ i. ~ L ---.------=r--L~,=-,,, . ._____VARIES 4" P.Cc.3-£ («:, -_-_,-_-_-7 _ :::J: 1 I I 2% MIN. (TYP.) SIDEWALK {TYP)''-.,..;:; ~ic:~-~-, ~~~-,1;:: ;~~TI?;;'.) 6 .. m•nc "G .. CU,'DD ~ 7 I "' r-L nu ,4" ROLLED CURB AND CUTTER I ' ,, VARIES, DEPTH 7 10' PUBLIC 12 WATER PER I N. ~ .____ROUCH GRADE SUBGRADE UBLIC /!.,I) (TYP.) ..._,'"""°RECYCLED WATER PUBLIC 10" SEWER AT /% MIN. TYPICAL SECTION ~ CANDELAS STREET {PRIVATE,) PER DWG. NO. 497-IF NOT TO SCALE FROM STA. 10+00± TO 12+50± f 49. 4' GENERAL U77LITY AND ff. r ~~~~l PUBLIC ACCESS EASEMENT 39.4' 29' 5' I 5.2' 12' f 17' 5.2' I 5' 4" A.C'. OVER l FINISHED SURFACE 5 " A.B. MIN. I 1 {ELEV PER PIAN} 1' -~~' " ~ 1· 2% (7J: ~2% ~ .~lb~ VARIES 2% MIN.____)li';.,]:: =: :r::h=-~ = = = 11 :_: :_: :_: 3 -= ~'~-VARIES (TYP.) fl_!... --= __ -r~=-,-_ 1 = _ 1, _J" 2% MIN. (TYP.) ).~ ~ _ I --;z J:;---__ I J.1\1"-f'';:_] L 6" d= J:l ~ ~\il:r;~'.3.5~' \ (IYP) ~"> 1 , I ~ "-._ 4" ROLLED CURB (TYP.) VARIES, OEPTI-Y·--7<: 7 lO' -_ PUBLIC 12" WATER PER , ~ -~ROUCH GRADE SUBCRADE PUBLIC /-(t ~ (TYP.) f RECYCLED WAfEfi PUBLIC 10" SEWER AT 1% MIN. TYPICAL SECTION ~ CANDELAS STREET {PRIVATE,) PER DWG. NO. 497-IF NOT TO SCALE FROM STA. 12+50± TO 14+50± THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF WORK. THE CITY ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT CONS77TUTE APPROVAL OF THESE NOTES AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. SHOWN FOR !NFORMA770N ONLY, NOT A PART OF THESE PLANS SEE CITY OF CARLSBAD owe. NO. 484-5 (ELEV PER PLAN) \ j (TYP.) PAD · PAO 1. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXIST/NC UNDERGROUND UTILITIES BOTH VERTICAL AND HORIZONTAL PRIOR TO COMMENCING GRADING OPERATIONS. 2. CONTRACTOR SHALL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING FACILITIES SUFFICIENTLY AHDID OF CONSTRUCTION TO PERMIT REVISIONS TO PIANS IF REVISION IS NECESSARY BECAUSE OF LOCATION OF EXISTING UTILl77ES. R/W 60' 30' Ii. 10' 20' 30' R/W vAR1Es V ~-3----f--r··. is 2% MIN. {TYP.) 2% MIN. _/"!1'!11'7~,-I---~'l.,::.____ -'~~~ 20' 10' J. LOCATION AND ELEVATIONS OF IMPROVEMENTS, TO BE MET BY WORK, SHALL BE CONFIRMED BY RELD MEASUREMENT PRIOR TO CONSTRUCT/ON OF NEW WORK. OPEN SPACE 5.5' 4.5' 6' 10' 4' I 4' 10' 6' 4.5' 5.5'--i LOT 4 R/W PROPOSED GROUND r )'°'° 9Dfl,AfK ,7 , ,c,,c -,~-,/,, ~l.~J TYP. ROUCH GRADE SUBGRADE ~ ). 4,, R;LLED CURB (TYP.) __/ / '--(TYP.) 4. GRADES SHOWN ARE FINISH GRADES, CONTRACTOR SHALL DETERMINE NECESSARY SUBCRADE ELEVATIONS AND SHALL CONSTRUCT SMOOTH TRANSl770N BETWEEN FINISH GRADES SHOWN. 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,· THAT THIS REQUIREMENT SHALL APPLY CON77NUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS,· AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE CITY, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WIT/1 PERFORMANCE OF WORK ON THIS PROJECT, EXCEP77NC 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 ORDERS. 7. QUANTl77ES SHOWN ON THIS PLAN ARE FOR BONDING AND CONTRACTOR CONFIRMATION PURPOSES ONLY. THE CONTRACTOR IS TO ESTIMATE HIS OWN QUANTITIES FOR BID AND NOTIFY THE ENGINEER OF ANY SIGNIFICANT DISCREPANCIES. I 2% = -- BIKE IANE BIKE LANE FINISHED SURFACE (fLEV PER PLAN) 2% _!%_JI--, -1-l __ 2% I ---J 5' WIDE NON-CONTIGUOUS~ P.C.C. SIDEWALK (TYP.) I i·¥ /2<(? \~ "f\\,... TYPICAL SECTION ~ EXISTING ADOBE SPRINGS ROAD {PUBLIC,) NOT TO SCALE n·\ ,, ,·~ .- '\I"' EXIST. GROUND / ~ ~ •<\I~ 4'± TYPE C-4 RETAINING WALL FROM STA. 44+00 TO 49+00 MR/ES, DEPTH ,, PUBLIC 8" WATER PER PLAN ... \ -J--~-PUBLIC 18" STORM DRAIN PUBLIC 8"_____,-' 7.5' 7' SEWER AT /% MIN. TYPICAL SECTION ~ ESTERO ROAD {PRIVATE,) PER DWG. NO. 497-IF NOT TO SCALE (NO PARKING -BOTH SIDES) 8. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING WHETHER {OR NOT} THE RELD COND/7/0NS AT STORM DRAIN INLETS AND OUTLETS ARE PER THE APPROVED PLANS. IF FIELD CONDITIONS DIFFER FROM THE APPROVED PIANS. THE CONTRACTOR SHALL CONTACT THE SITE SUPERINTENDENT SUFFICIEN7l. Y AHEAD OF CONSTRUCTION TO ALLOW REVISIONS TO THE PLANS, AND {TO OBTAIN) STA. 42+19.81 TO 43+75.18 SHOWN FOR INFORMATION ONLY, NOT A PART OF THESE PLANS SEE CITY OF CARLSBAD owe. NO. 484-5 "AS BUILT" PUBLIC AGENCY APPROVAL, IF REQUIRED, PRIOR TO CONTRACTOR INSTALLING STORM DRAIN STRUCTURES. R/W 9. IF ANY EXISTING HARDSCAPE OR LANDSCAPE INDICATED ON THE APPROVED PLANS IS DAMAGED OR REMOVED DURING DEMOLl770N OR CONSTRUCT/ON, IT SHALL BE REPAIRED AND/OR REP/ACED IN KIND AND EQUIVALENT PER THE APPROVED PLANS BY THE OWNER/PERM/TT££ 10. ALL EXISTING UTILITIES OR STRUCTURES ARE INDICATED HEREON BASED ON INFORMATION OF RECORD. OPEN SPACE THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PIANS. REMOV!<ll OF EXISTING UTILITIES AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ~\(:.,. WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO LOCATE ANO PRESERVE ANY AND ALL 1'-2, UNDERGROUND UTILl77ES. '' c-· I I 13' 2% -- 30' 17' 6' 11' BIKE IANE STRUCTURAL SECTION PER owe. 484-5 2% 60' 'l. 30' 17' I 11, 6' 5.5' BIKE IANE R/W 13' LOT 4/LOT 8 7.51 • I 2% ~-- R/W~PROPOSED GROUND i··'~'" ,,_. EXIST. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ARRANGEMENTS FOR THE RELOCATION OR ,t 11. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAIN/NC ALL S. W.P.P.P. {N.P.D.£S.} DOCUMENTS i·:~ w s;, ONS/TE AS REQUIRED TO COMPLY WITH LOCAL AND STATE REQUIREMENTS. /-P' _,/ 12. ALL RETAINING WALL SUBDRAINS SHALL BE INSTALLED PER SPECIFICATIONS OF THESE PLANS OR STABILIZED D.C. TRAIL f---__ 2,t =---=lr\\_ --=== --==-"-= ~L~~ . I >------===-I .\ :..« C: ~ \\~if~~1~'i!\'i~)..------:;;::y: -=] ~?~- EXIST. TYPE "G" GROUND GEOTECH RECOMMENDATIONS AND SHALL BE CONNECTED OR STUBBED TO NDIREST STORM DRAIN WIT/1 6" CONCRETE PIPES. CURB EDGING 13. IMPERVIOUS LINERS FOR BMP's SHALL BE FULLY WATER 7/CHT. ALL JOINTS SHALL OVER/AP 12" MIN. AND BE SDILED. LINER SHALL BE SDILED WITH MASTIC TO ALL STRUCTURES. ALL PENETRATIONS SHALL BE SDILED. -------------------------------- CURB ANO CUTTER (TYP.} 5' WIDE NON-CONTIGUOUS P. C. C. SIDEWALK TYPICAL SECTION ~ EXISTING ADOBE SPRINGS ROAD {PUBLIC,) NOT TO SCALE STA. 43+ 15. 18 TO 55+80. 14, P.C.R. {NO PARKING -BOTH SIDES) SHOWN FOR INFORMATION ONLY, NOT A PART OF THESE PLANS SEE CITY OF CARLSBAD owe. NO. 484-5 ¥ u 4'± TYPE C-4 RETAINING WALL FROM STA. 44+00 TO 49+00 z -PLANNING ENGINEERING SURVEYING 3890 Ruffin Road Suite ·1 20 San Diego, Ca. 92123 BE:8-560-1141 858-560-81 57 Fox MRON PAR!d R DATE /L lk-----7.zq-1q ;CE 6854~ EXP. '1·30·/q DATE REV!Ew'ED BY, 7b~~ 8-(-19 INSPECTOR DATE' I SH~ET I CITY OF CARLSBAD I SH~TS I ENGINEERING DEPARTMENT ROUGH GRADING PLANS FOR: OUARRY CREEK PLANNING AREA R-4B WEST GR 2016-0019 NOTES/TYPICAL SECTIONS PUD 16-06 APPROV,1AS9Y ~.?EL~ERT 6-ZB•Zol+ 1-zq.1q A. W. P. AS-BUILT CITY ENGINEER PE 63912 EXPIRES 9/30/18 DATE 'f·'l·l1 k~l' & ,witt u;~-wwre7 ~, '" ,1 u; 9ffil'/-~( OWN BY: SB&:O .. I -· I DRAWING NO. DATE INITIAL DATE INITIAL bAlE INITIAL 1$1. PROJECT NO. CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: CT 16-05 497-tC AS-BUILT 71632.20 Cl ll ~ -2 GJ 2 C $ Ill m ll · 103017 ' Cl Il i 2 GJ 2 C $ DJ m ll 'I I I I I en l> I s Cl w ril 23' ll o □o ~ ~ Ile a~~ 0~ ~ IJ) a: ·< 2 '" "'[) . '.[;~z GJ ~z~ 2 0 C "" :;;:: I C iii mo :,, II "O $ ~ OJ fTI "' Ul Ill ,~1 m m ll I ID ~ l I I ,, f H. O.A. LANDSCAPE MAINTENANCE EASEMENT VARIES ' I I I I I VARIES 8' MIN. VARIES 5' MIN. EXIST. PEDESTRIAN TRAIL EASEMENT H-*~ ·-5' REAR 'fARD FENCE PER LANDSCAPE CONCEPT PLANS /-~ / \ _ _ _ _.... ""-cl----·2 '± RE '"AINING /,., \ WALL, TYPE C-2 TOE OF EXIST. SLOPE O -··7. \ ' :( . ";,;· PER DWC. 484-5A ''-..._ Ll EXIST. PAO PER· -PROPOSED PAD DWC. 484-5A TYPICAL SECTION 3 NOT TO SCALE NOT£: * INDICATES WALL/FENCE ALONG NORTHERLY If. WILL BE PLACED NO CLOSER THAN THE EXIST. TOE OF SLOPE AS SHOWN ON DWG. 484-5A. 10' MIN. -~ VARIES 5' VARIES v-ROUCH GRADING ( PAO CUT I· . . , /1·: -,' +;·:;::·;;·::::••S:·J---""· .,;c, ,~C'l•c:0',-'j"<l',l'i, .,,'i:'C/7-"ifr•TI' :J.,---APPROXIU4TE ·"'"'' f. ~ DEEPENED FOOTING L PRECISE GRADING CUT TYPICAL SECTION 3 NOT TO SCALE ~-4B{W£ST} VARIES 10' MIN. 5' MIN. '6----SUBOIVISION BOUNDARY R-4A {£AST) ff. 20' MIN. 8' MIN. VARIES VARIES L B TYPICAL SECTION 3 NOT TO SCALE 7 L 5' REAR YARD FENCE PER LANDSCAPE CONCEPT PLANS , , - I , ~-6" DRAIN !-. ---I i 1--- lf C" DETAIL ~ £ND-OF -DITCH DRAIN D .J NOT TO SCALE 1 ' EARTHEN --" SWALE \ If. ,.,--VARIES VARIES~f-~-H-i-~•\ --1-'l<i'-ii<IR.-"'1/E.=,,Sc-i-8{,'"". t' MIN. ' 2' MIN. L----5' REAR YARD FENCE PER LANDSCAPE CONCEPT PLANS ,...__6,, P.V.C. PIP£ TYPICAL SECTION NOT TO SCALE II AS BUILT" jL, fr~ RCE 68547 EXP. '1·30-fq INSPECTOR 7-2'1·/'I DATE £-/-/9 DATE l-----l---t------------------1----l---l-------l-----ll SH3ETI CITY OF CARLSBAD ENGINEERING DEPARTMENT I SH~TS I SB&D~ PL.ANNING ENGlbJEERING SURVEYING 2:::1,:::in R11ffi,·1 i-{nF•rl, S11CO=! • 2n Sc::1ri D1cgo, Cc::1. 82123 Fff'iD-560-'I 1 ~ 'I 85B-560-8157 Fox; 7-Z'l·/'1 A.W.P. AS·BUILT ROUGH GRADING PLANS FOR: QUARRY CREEK PLANNING AR£A R-48 W£ST GR 2016-0019 SECTIONS/DETAILS PUD 16-06 A _P_P_R_ov_E_,D/,,LJ? ......... .,,o,,,, .... ~~-... ;.ql;t,,_L ~E-RT _____ (,. z,.g. "tol-r CITY ENGINl'!ER PE 63912 EXPIRES 9/30/18 DATE DATE INITIAL DATE INITIAL □-ATE--1--1-Nl_ll.AL-OWN BY: SB&O I PROJECT NO. I DRAWING NO. A '} I · ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~ ~~: <JI . CT 16-05 . 497-fC ~~ o;=;~c:-=-~'--'-------,--::~:.....c-l'='"",t=1 L.._ __ _j_ _________ _j__ __ _..1.. ___ .1...._ ___ ==----==-=====--i MRON PAA 'ER DATE AS-BUILT 71632.20 -' __ ll -...... ! -- l 0 :rJ )> ·2: z G) z C s: OJ -~ 082817 • 0 :rJ ~ 2 G) 2 C s: OJ m :rJ 0 :0 ~ 2 G) 2 C s: CJ m JJ 107 14 DP£1V SPACF N2"42'37"W 40.55' 4• A.C. ON 4• CL. II BASE N84'21 '26"£ I I POR1/D1V OF !JJV1V!);JJB£RFD 1or I RA1VCHD A CUA }JFf?I01VDA I 2' CONISRETE DITCH ,,\' PER SDRSO 0-75 ' ' -,:,--~------=,--==----··-c_ __ ;!I_ ----~------_--_----------- PDRT/D;V OF U;\JJV!);WBFRFD lDT RA1VC}/O A CUA }/FDIOJVDA FOR IMPROVEMENTS WITHIN ix1sr. MARRON ROAD {PUBLIC} SEEi CITY OF CARLSBAD OWG. NO. \484-5 \ 1D7 1JJ)tf 1VD. • \ . \ -.______, 4 )--\-\ \ \ I } , RETAINING WALL --lttt! I PER LANDSCAPE PLANS OWG. NO. ·_ /. FOR CONTINUATION SEE ABOVE RIGHT 40 0 --------------- -------- \ N25'51 '27"E 10.40' . __.....-l GR.4PHIC SC.4LE 40 80 - - ------- - 120 I"' "•'fil,, (I -,, __ _ --------~-------------------,.------ 28+.50.00: ').(ATCH To - .EXIST. STREET, 131.07 ---. ·-·-- BB&D~ PL/.\/'-11-..Jll"'-lG Ef'..JGINEERING 388C) RuFir Roac, ,=;uite 'I '""'0 Scir: Dir1gu, C,.1. 921 28 B58-560-' 'I -"l 1 85B-5608157 Fax 6,-. DATE _, -------__ ··_1 --'-" --:J _____ ·:' '_: __ _ '. _1_: ------- FOR CONTINUATION SEE / ' ' 8119 ( 7996 ( 8091 ( 8117 8094 ( 8116 18092 ( 8093 8075 FOR IMPROVEMENTS WITHIN EXIST. '---"'-sd---lADOBE SPRINGS ROAO {PUBLIC) SEE CITY OF CARLSBAD OWG. NO. 484-5 BOUNDARY DATA TABLE 0 I:::,. /BEARING RADIUS LENGTH 1 12·00•17• 230.00' 48. 19' ~,~ LD (123.2) S.G. 2 44·40•53• 34.00' 26.51' 3 89'29'50" 55.00' 85.91' 4 216'14'44" 54.00' 203.81' 5 63'43°00· 88.00' 97.86' 6 26'41'05" 270.00' 125.75' 7 81'26'.37" 29.00' 41.22' 8 N19'08'03"W 42.31' EXIST. 18" R.C.P. STORM DRAIN {PRIVATE} PER OWG. NO. 484-5. EXIST. 24" R.C.P. STORM DRAIN (PRIVATE) PER DWG. NO. 484-5. EXIST. 30" R.C.P. STORM DRAIN (PRIVATE) PER DWG. NO. 484-5. EXIST. TYPE "F" CATCH BASIN PER DWG. 484-5, (12J.1) RIM, (122.0) f IN. EXIST. MODIAED 9' TYPE "8-1" INLIT PER DWG . (12J.1) T.C., (118.2) f IN, (118.0) f OUT. 484-5, "AS BUILT" L~ , I RCE 6854_7 EXP. q.30-f'f 1·2'1-11/ DATE REVIEWED BY: _ ------%rPifz __ 8-1-ttt INSPECTOR DATE t---t-------+------------+---+--------,t-------+----l I SH~ET I CITY OF CARLSBAD I SH~TS.I ::::::==~==E=NG::::l::::N::::EE=R::::IN::::G=D=E=P=AR::::TM:::::'E':::N::::T==:'...'.:===: 1----1----+-----------------1----->----+-----+----> ROUGH GRADING PLANS FOR: 7-zq-rq A.W.P. ,Hi-BUILT DATE ENGINEER OF 1\1'.lRK REVISION DESCRIPTION QUARRY CREEK PLANNING AREA R-48 WEST GR 2016-0019 ROUGH GRADING PUD 16-06 APPROVED: JAS~S!~ ____ ... ~_.__,1...,__,,,&___'-hr...,.._ ____ 6 ·z.8·~01; CITY ENGINEE~PE 63912 EXPIRES 9/30/18 DATE DATE INITIAL DATE INITIAL DWN BY: ~ I PROJECT NO. I DRAWING NO. t-0-lH_ER_A~PP-R-OV_A_L-+--C-ITY-,.,,~P-RO_V_A_L_, Lo:~~~'..!'K~D'....~!e.~-'-':-===J ~ __ C_T __ ,_6_-_0._'S __ H, _4_9_7 __ 1 c~ AS-BUILT 71632.20 ----------------------------------- I I I I I I m !;, I"~ ~ag ~e 3~0 !ii: :n --1 "'wm S'< m ·a • • p -•~z ! z:,D oC-2: :z~:C ~ mo ; g] Jl • 00· m U1$ 1~~ ill I 0 ~ p I I I CJ lJ ~' -· 2 G1 2 C s:: ~ lJ 0828)7 1 i I 11_ 0 ll l> ~ 2 G1 2 C s: Cl rn :0 \ \\ I' ' □ lJ ~ 2 G1 2 C s Cl rn ' :0 ---·---------- T -- -__ , -----, ' -----: I ,-- ---!-f---, ·i ' _, __ i· _, -----+-- ---I ---'----'----·--,--- j_ --,--- --I--- I --- II GRAPHIC SCALE I I 20 0 20 40 60 "AS BUil T" ;L,-, v..l...r- RCE 68547/ EXP, q-JO-/q 1 • zq -,,., DATE REVIEWED BY: .--·-· -- /fl,_,~-a,1-1c, INSPECTOR DATE . --' ----:------ --,----,- --! - - ' ---1 - ' - ---!------- --, ----1 ---- ------f +------+ -+--i---'----' FOR IMPROVEMENTS WITHIN EXIST. MARRON ROAD {PUBLIC) SEE CITY OF CARLSBAD DWG. NO. 484-5 ! --------, I --- I -------- -t-·----- ---------i---- -, I ; -------i ----,--------i I --i ,. .L -I ---i---i i l·-7- I ---+------- I - -f- - - - r - -_J_ --! -_, i---I --' ,----,-----+--~--,-----,--------'---+-- A PRIVATE STORM DRAIN 5 ~ -------- i ----: --i ' ~ VILLETA A VENUE (PH/VA TE) I I 110 i-i-! ' ' I ----- i ----- ' - I -----+ SEC® ---·---- i -----, 1--- ----1 --f--- ' ' ___ , r ------t- , __ _ I ----1- -, -+----1 --L •• J__ r I -f ------l-- i -'--!- ' -+---I ---'----t -f -----T ---f -L -' -~--, --------,---1---f I I ! ---1 1-- -+ ------:----i ---1 --+----1,~--1--- ___ r- ' ! i- ' _, ' - --!--f -i-i---- + ' --+---!- I ·I 1 1 -1,-a"'-1 PkaF(lt f ~ !PRAv~ ttr stoHM, oH141tJ-L11:1t-i')i ~, ~-: 1 5 J , / ~ i--'--~cJ'lE::}.t =i 2~' (() 1 t" ~ 4''Cv,j -1 1 , 1--· : ! +-··-c· ---~ -r I ---, f'(J I I --_ ___ __ 1--- CENTERLINE DATA TABLE 0 D. /BEARING I N80'00'48"E 2 N46'57'/0't 3 39·05'04" 4 N86'02'/3"E I-----. -- 5 9'3l'35" RADIUS 100.00' 200.00' LENGTH - 24.00' j____ ---- 31. 7I' 68.22' 75.83' ---- 33.25' PR/VA TE STORM DRAIN DATA TABLE □ D. /BEARING RADIUS LENGTH DESCRIPTION I N71'/9'44"W --26. 10' * 18" HDPE ~·--------·- 2 22'38'03" 50.00' 19.75' * 18" HDPE 3 N86'02'13"E --40.57' * 18" HDPE 4 , 9'3_1 '35_"_ 20_0_00' ~3cc3:.:.:.2c.:5:__'_, _ _.*_,18" HDPE 5 N84'26'11 'W --46.76' * 18" HDPE 6 N30'25'08"W --26.69' 18" HDPE '-~~7'.::i~N::;5=7=·5:~1'--~,-'-1-;'.9--;,,::=-=~~=-=--_ -+~2=0.~3~1~,+-~6~,-, ..c.P.c.c. V.cc. c-'.'------1 8 NI 1'55'46'W --21.52' 6" P. V.C. 9 N5'33'49't --22.50' 6" P. V.C. * INSTALL WATER TIGHT JOINTS PROPOSED EASEMENT NOTES: <i> PUBLIC EMERGENCY AND GENERAL UTILITY ACCESS EASEMENT. 0 COVENANT OF PRIVATE EASEMENT FOR CROSS-LOT DRAINAGE AND FOR THE MAINTENANCE OF THE PRIVATE STORM DRAIN FOR THE H.O,A. GRANTED PER MAP NO. 2017-0004. 0 5' COVENANT OF PRIVATE DRAINAGE AND ACCESS EASEMENT FOR THE BENEFIT OF ADJACENT LOTS PER MAP NO. 2017-004. (TYPICAL ON ALL LOTS). *NOT£: MODIFICATION IS 0.2' DROP ACROSS BOX ----+---f-------=--=·---_· _· -~----_-_·_ -_ -_ -_ -_ --=-t-----+-----1-. --_ -+-----1 __ IT: f-----1-----t--------------------l-----l----1---l----1 811918117 I 8091 CITY OF CARLSBAD ENGINEERING DEPARTMENT ROUGH GRADING PLANS FOR: BB&D~ --------+-----+----<----+---' OUAHHY CHEEK PLANNING AREA R-48 WEST f----+----l-----------------+---+---.-jc---.-j----1 ~~R 2016-0019 STORM DRAIN PUD 16-06 ----'-_-_-.-'--=-=----------=-=-------.. -·-_ --~ ---+--· ~ IA_P_P_Ro_v_ED_:_,J~~s-.,,.51...,,.~~D""E,.,,_R_T ----C,ze.2,oe: PLANNING ENGINEERING SURVEYING 3980 n..1ffi ·1 Ruu::I, Suite 1 20 S;,ir1 Diego, C::Ei. '32"12:3 BG0-::::;60-·1141 HhH-i:::ilJU·'-l'I 5/ Fax 1,-/-17 MRON PARf R DATE 1cc-=~-~~1-c~=~~------------+---+---1---1----1 lc1IY lNGINEEIC Ps_6]912 ~)(!>IREs 9/3Q/Js __ □ATE ___ _ 1-zer-1q A.W.P. AS·BUIL r 1 ~-DATE INITIAL -·-- ----DATE INITIAL DATE INITIAL DWN BY: >fl<lfO I PROJECT NO. DRAWING NO. ENGINEER oF woRK REv1s10N 0EscR1Pr10N OTHER APPROVAL CITY APPROVAL ~~~g ~~: vil CT 16-05 . 497-1C AS-BUILT 71632,20 I --------------------------------------------------------------·---···---------------------------------'------------------'---- I I 082817 ' Cl lJ ; ~ z (jJ z C ~ OJ m ' lJ I \ i i ! I ~-I I I A PR/VA TE STORM DRAIN ~ ESTERO ROAD PRIVATE " AS B U I LT" 6 h , ~ 7.z,,.,,, RCE G8547 / EXP. q-JO-lff DATE REVIE~~~-·7l~ 9-t~t~ INSPECTOR DA TE GRAPHIC SCALE 20 0 20 40 60 --' - - -' _ , 8117J_80!tt 180921 809 -------------- - ------f-----+-~-+--+--+--+---+---+-----t------------. ------------1---+- - --<1----+---+--+--+--+--+--+--+-------~----- __ ( __ _ --+--+--+--+-~---+---+---f---+-l--S---~----- : r3+_ --+, ---+---+ --------I I :-,-----,e--~, ---+-, --+---+---+-e--~' ~ s 0"° p1,;,_ I $' t-"C ?) No.68547 xp. 9/30/17 C!V\ '.- NOT£· FOR IMPROVEMENTS SEE DWG. NO. 497-1F. BB&D~ PLANNING ENGINEERING SURVEYll'JG ~S-80 F'uffic-i Road, Suite 'I ::C'U P.ru1 --l,Hf_JCl, r,H_ 9;::.1 ;:::,~ 858-500-1141 858 560 s·1 57 :"'ax DATE 1· 2'1· '" A.W.P. 't-1·11 A-~, DATE INITIAL ENGINEER OF WORK AS·BlJILT /1\ II f,tj t~.I. CENTERLINE DATA TABLE 0 /::,./BEARING RADIUS LENGTH 1 N4'26'11 'W 35.61' 2 59'42'22" 100.00' 104.21' 3 N64'08'33'W 125.94' 4 8'27'03• 200.00' 29.50' 5 N72'35'36'W 72.75' PRIVATE STORM DRAIN DATA TABLE □ /::,./BEARING RADIUS LENGTH DESCRIPTION 1 N4'26'11iY --33.57' *18" HOPE 2 58'33'36" 100.00' 102.21' *18" HOPE 3 N64'08'33'W --123.94' *18" HOPE 4 8'27'03" 200.00' 29.50' *18" HDPE 5 N72'35'36'W --38.69' *18" HDPE 6 29'34'47" 100.00' 51.63' *18" HDPE 7 N54'23'52"E --22.50' 6" P.V.C. 8 N17'24'24"E --22.50' 6" P.V.C. 9 N82'35'36'W --6.17' 6" P.V.C. 10 N25'51 '27"E --2050' 6" P.V.C. * INSTALL WATER TIGHT JOINTS PROPOSED EASEMENT NOTES: <};> PUBLIC EMERGENCY AND GENERAL UTILITY ACCESS EASEMENT. 0 COVENANT OF PRIVATE EASEMENT FOR CROSS-LOT DRAINAGE - AND FOR Tl-IE MAINTENANCE OF THE PRIVATE STORM DRAIN FOR THE H.O.A. GRANTED PER MAP NO. 2017-0004. -Q.> 5' COVENANT OF PRIVATE DRAINAGE ANO ACCESS EASEMENT FOR THE BENEFIT OF ADJACENT LOTS PER MAP NO. 2017-004. (TYPICAL ON ALL LOTS). *NOT£· MODIFICATION IS 0.2' DROP ACROSS BOX I SHJET I CITY OF CARLSBAD I SH~TS I ENGINEERING DEPARTMENT ROUGH GRADING PLANS FOR: OUARRY CREEK PLANNING AREA R-4B WEST -------·-····-------- GR 2016-0019 STORM DRAIN PUD 16-06 APPROVED:J~-~~ 6 · ZB· 'u>t+- CITY ENGINEER -PE 63912 EXPIRES 9/30/18 DATE ~ ,...~ .... ··-...... t t.j-z.,. q /,el/+ .$~~ PROJECT NO. . , DATE INITIAL DA1E INITIAL DWN BY: J'f° I I DRAWING NO. REVISION DESCRIPTION CHKD BY: CT 16-05 OTHER APPROVAL CITY APPROVAL RVWD BY: 497-fC AS-BUILT 71632.20 ' I ' I 1103017 , Cl Jl ~ z G) z C s CIJ m JJ Cl Jl ~ 2 G) z C s OJ m Jl i C□ en~ 0 z ~ ~ u:2 en~ ...ajjj OB •