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HomeMy WebLinkAboutDWG 484-5G; MS 15-13; QUARRY CREEK PA R-1; 01-13r 1. 2. 3. 4. 5. 6. 7. 8. 9. GENERA/,. NOTES THIS PLAN .SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY TH£ CllY OF CARI.SBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSEWJ MUNICIPAL CODE, RESOL/JTION OF CONDmONAL APPROVAL, CITY STANDARDS OR OTHER ADDmONAL DOCUMENTS UST£D HEREON AS THEY UAY P£RTAIN TO THIS PR(),IECT. TH£ ENGINEER IN RESPONSIBLE CHARGE SHALL REVIS£ THESE PLANS WHEN NON-CONFORU<INCE IS DISCOVERED. CITY APPROVAL OF THESE PLANS DOES NOT RELIEVE THE DEV£l.OPER OR £NGIN£ER-OF-WORJ< FROM RESPONS/B/LllY FOR TH£ CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL B£ PROMPTLY SUBMITTED TO TH£ CllY ENGINEER FOR APPROVAL. A RIGHT-OF-WAY PERMIT FROM THE CllY ENGINEER WILL BE REQUIRED FOR ANY WORK IN TH£ PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FIL£D NAMING TH£ CllY OF CARLSBAD AS AN ADDITIONAL INSURED ON TH£ P£RMITT££'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR £ACH OCCURRENCE OF LIABIUTY. TH£ INSURANCE' COMPANY WRmNc THE POLICY MUST 1-blkf" A RAT/NC OF i4 • QR ~/1%£,A RAS~~ 9fDh}ORY OF CLASS k71 OR BETTER AS ESTABLISHED BY NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE B££N OBTAINED FROM THE CllY AND OTHER APPROPRIATE AGENCIES. REVISION OF THESE PLANS UA Y BE REQUIRED IF TH£ PROPOSED IMPROVEMENTS AR£ NOT CONSTRUCTED PRIOR TO TH£ D£ADLIN£ DAT£ OF TH£ IMPROVEMENT AGREEMENT. NO REVISIONS WILL BE MAD£ TO THESE PLANS WITHOUT TH£ WRl7T£N APPROVAL OF THE CITY ENGINEER, NOTED WITHIN TH£ REVISION BLOCK, ON TH£ APPROPRIATE SH££T OF TH£ PLANS AND TITLE SHEET. ORIGINAL DRAWINGS SHALL BECOME TH£ PROPERTY OF TH£ CllY UPON BEING SIGNED BY TH£ CITY ENGINEER. THE ORIGINAL DRAWING SHALL B£ REVISED TO REFLECT AS-BUILT CONDmONS BY THE £NG/NE'ER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF TH£ WORK BY TH£ CITY. 10. ACCESS FOR FIR£ AND OTHER EMERGENCY VE;ff/CL£S SHALL BE ,U4tNTAINED TO THE PROJECT SIT£ AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CllY EASEMENTS, A SOILS REPORT COMPRISED QF: (,4) SUMUARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF TH£ STAT£ OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN TH£ FIELD OF 1!/1Ff!tGf:}~1fff~'!t/tffr-o'frfdtt~s r:%~K'!/fj t.VUJ'r"'~;}#p/lTlo7t/£oF FIELD TESTS. THE WRITTEN FIELD COMPACTION R£PORT(S) SHALL BE IMM£l)IAT£LY SUBMITTED TO TH£ CllY £NG/NEERING INSPECTOR UPON COMPL£770N OF THE FIELD TESTS. 12. A PfOCCONSTRUCTIQN MWfNG SHALL BE HELD AT THE Sf!F PRIOR TO TH£ BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVE$ RfiPONSIBLE FQR CONSTRUC11QN, INSPECTlON, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK TH£ CONTRACTOR SHALL SCHEDULE THE M££TTNG BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST F/V£ (5) WORKIN(; DAY.5' PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAltABLE' PRIOR TO SCH£DUUNG. 13. ALL tf'I.SPEC11QN RE'QUEST$ QTlfD THAN FQR P(jf;_CQNWfU9,TION MEETING WILL BE UADE BY CAl,LING THE ~ING 2.f: HQll8, tl§PEt;TIQN REOtJEST LIN£ 1fu&1% 4gz-w'fil25fflif11fr§3%Ef1/lc!/!#5s~s%'lf:OE WILL B£ MAD£ TH£ NEXT DAY UNLESS YOU REQUEST OTHERWiS£. REQUESTS UAD£ AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAY.5' LATER. 14. TH£ OWNER AND/OR APPUCANT THROU0H THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND UAINTAIN ALL SAFETY 0£VICES, INCLUDIN0 SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STAT£ AND F£D£RAL SAFETY AND HEALTH STANDARDS LAWS AND R£0ULATIQNS. 15. TH£ CONTRACTOR SHALL CONFORM TO LABOR COD£ SECTION 6705 BY SUBMlmNG A {)£TAIL PLAN TO TH£ CllY ENGINEER AND/OR CONCERNED A0£NCY SHOWING TH£ DESIGN OF TH£ SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM TH£ HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING TH£ PIP£ INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MOR£ IN DEPTH AND APPROVED BY TH£ CITY £N{l/N.£ER AND/OR CONCERNED AGENCY PRIOR TO EXCA~TION. If TH£ P(M( • k'~ fRQI,( THE SHfJB/NG $.'f$TO< STAfJQMl)S ~ISH£D BY THE · WiPtWBzBf;;R~ ffB ~~n¾-~0£ CO(:[TRACTQl?S EXPENSE. A COPY OF TH£ OSHA EXCAVATION PERMIT MUST BE SUBMITT£0 TO TH£ INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEQLQ4'/C4L RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE QURIN(i CONSTRUCTION, QP£RATIQNS WILL CEASE IA{A{£4v41FL):'. AND TH£ · PERM/TT££ WILL NOTIFY TH£ CllY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL TH£ PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM TH£ CllY ENGINEER TO 00 SO. 17. ALL OPERATIONS CONDUCTED ON TH£ SIT£ OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPART/JR£ OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADIN0 EQUIPMENT SHALL B£ LIMITED TO THE PERIOD B£TW£EN 7.·00 A.M. AND 6:00 P.M. £ACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (,4 UST OF CITY HOL/DAY.5' IS AWLABL£ AT TH£ £NG/NEERING DEPARTMENT COUNTER.) 18. ALL OFF-SITE @UL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR To TH£ C/TY ENGINEER FOR APPROW4L TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK THE CONTRACTOR SHALL BE RfiPQNSIBLE FOR ANY DEElB§. OR QAU1G£ OCCURRING ALQNC THE @UL RQI/TE OR AD.JACENT $TB££/$. AS A RESULT OF TH{ GRAD/NC OPERATION. 19. NO BLASTING SHALL EJE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAl,I ANO BLASTING PERMIT. 20. TH£ EXISTENCE AND LOCATION OF /JTILITY STRUCTURES AND FACILmES SHOWN ON THE CONSTRUCT/ON PLANS WERE OBTAINED BY A S£ARCH OF TH£ AVAILABLE RECORDS. ATTENTION IS CALLED TO TH£ POSSIBLE EXISTENCE OF OTHER UTILITY FACIUTIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON TH£ PLANS. TH£ CONTRACTOR IS REQUIRED TO TAK£ DU£ PRECAUTIONARY MEASURES TO PROTECT TH£ /JTIUTIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILmES OR STRUCTURES NOT SHOWN. 21. TH£ CONTRACTOR SHALL VERIFY TH£ LOCATION OF ALL EXISTING FACtLmES (ABOVEGROUND AND UNDERGROUND) WITHIN TH£ PROJECT SIT£ SUFFICIENTLY AH£AD OF THE CONSTRUCTION TO PERMIT TH£ REVISIONS OF TH£ CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTU4L LOCATIONS Af?E IN CONFLICT WITH TH£ PROPOSED WORK. 22. TH£ CONTRACTOR SHALL NOTIFY AFFECTED /JT!LllY COMPANIES (SEE BELOW) AT L£AST TWO FULL WORKING DAY.5' PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE TH£ WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&£ AT&T TIM£ WARNER CABLE COX COMMUNICATIONS CITY OF CARLSBAD(STREETS AND STORM DRAIN) " CITY OF CARLSBAD(SEWER, WATER .k RECLA/MEO WATER) * SAN Dl£GUITO WATER DISTRICT "LEUCADIA WASTEWATER DISTRICT * VALLECITOS WATER DISTRICT (800)422-4133 (80())411-7343 (800)892-0123 (160)438-7741 (619)262-1122 "{760)434-2980 (760)438-2722 (760)633-2650 * OLIVENHAIN WATER DISTRICT * BUENA SANITATION DISTRICT * AS APPROPRIATE (760)753-0155 (160)744-0460 (760)753-6466 (760)726-1340 x1330 STREET NQTES 1. ACTU4L STRUCTURAL SECTIONS WILL BE D£T£RMIN£D AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF TH£ STAT£ OF CAUFORNIA, PRINCIPALLY 00/NG BUSINESS IN TH£ FIELD OF APPLIED SOIL MECHANICS, ON TH£ PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO TH£ £NG/NEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKIN0 DA XS' BEFORE THE WORK BEGINS. 2. STR££T LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HANO-HOLES SHALL BE SHOWN ON TH£ "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUMINARIES SHALL BE ·cur OFF" TYPE. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. WHERE' AN EXISTING PIP£ LINE IS TO BE ABANDONED IT SHALL BE R£MOVED WITHIN TWENTY FEET OF BUILDING OR STREET AR£AS ANO REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AR£AS TH£ PIPE WILL BE PLUGGED WITH CONCR£T£ OR REMOVED AS APPROV£'0 BY THE CITY ENGINEER. 5. WHEELCHAIR RMIPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE COO£. 6. STREET TREES SHALL BE INSTALLED PER SECTION VI OF TH£ CITY OF CARLSBAD LANDSCAPE UANUAL. 7. FIR£ HYDRANT UARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRSD DWG 1.119. 8. ALL SURVEY MONUMENTS AND POINTS THAT AR£ 0/ST/JRBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO TH£ CITY £NG/NEERING INSPECTOR. 10. STREET LIGHTS SHALL BE 5,500 LUMEN (40 WATT) OR 13,700 PUPIL LUMEN (100 WATT) HIGH £mCIENCY INDUCTION LIGHTS. SEWER NOTES 1. SEWER MAIN ANO APPURTENANCES SHALL B£ CONSTRUCTED IN ACCORDANCE WITH THE "CllY OF CARLSEWJ £NGIN££RING STANDARDS {LATEST EDITION), VOLUME 1 -GENERAL DESIGN STANDARDS, CHAPTER 6 -DESIGN CRITERIA FOR 0RAVITY SEWER LINES AND APPURTENANCES, AND VOLUME 3 - STANDARD DRAWINGS AND NOTES AND THE STANDAROS SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GREEN BOOK). 2. BEFORE ANY CONNECTION TO TH£ CITY's EXISTING Sr.s'TEM, A PERMIT SHALL BE OBTAINED FROM TH£ CITY. IT MUST BE SIGNED ANO APPROVED BY TH£ CllY ENGINEER ANO SUPERINTENDENT. 3. BEFORE CONSTRUCTION B£0INS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. WATER NOTES 1. WATE7? AND RECYCLED WATER ,U<I/N AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CllY OF CARLSBAD ENGINEERING STANDARDS" (LATEST EDITION) VOLUMES 2 ANO 3. 2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL BE OBTAINED FROM TH£ C.M.W.D. omc£ AND MUST BE SIGNED AND APPROVED BY TH£ CITY OF CARLSBAD's DEPUTY CITY £N0IN£ER AND TH£ /JT!LllY OPERATIONS' PUBLIC WORKS MANAGER. 3. TH£ CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD £N(;fN££RING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTIN<; WORK SO THAT INSPECTION UAY BE PROVIDED -TELEPHONE NO. {760) 438-3891. 4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN TH£ WATER LIN£ £AS£MENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMM£NC£M£NT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM TH£ DISTRICT £'N0INEER. 5. ALL BURIED COPPER PIPING ANO APPURTENANCES SHALL BE PROTECTED BY M£ANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT ANO DEMONSTRATES THAT PROTECTION CAN 8£ PERFORMED IN ANOTHER U<INN£R, TH£ DISTRICT £NGIN££R WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 6. TH£ EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF UAT£RIALS OF TH£ FIRE LIN£ LOCATED BETWEEN TH£ D£T£CTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY TH£ CITY OF CARLSBAD FIR£ MARSHALL. 7. ALL POTABLE WA TE7? SERVICES SHALL BE 1" AND ALL M£T£RS SHALL BE 1" (UNLESS OTHERWISE NOTED ON PLANS). 8. ALL WATER M£T£R BOXES SHALL BE 17" x 30" x 12• POLYMER CONCR£T£ AS MANUFACTURED BY ARMORCAST OR EQUAL. 9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALS SHALL BE 10 FEET. 10. TH£ TOP OF WATER M£T£R BOXES SHALL BE FLUSH WITH TH£ FINISHED SURFACE GRADE. 11. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER UAINS SHALL ADHERE TO TH£ "CRITERIA FOR TH£ SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY TH£ STAT£ OF CALIFORNIA 's DEPARTMENT OF H£ALTH SERVICES. 12. AX64L DEFLECTION AT TH£ PIP£ JOINTS IS NOT ALLOWED. TH£ USE OF A HIGH-DEFZECTION COUPLING AT A PIP£ JOINT UAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFZECT/ON PER COUPLING (2 D£GR££S/£ACH GASKET}. USE CERTAINTEED '1-1Nn. -IRON" H.D. FOR C900. 13. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CllY Rl0HT OF WAY PERMIT SHALL BE REQUIRED. 14. NO cumNG OF ASBESTOS CEMENT PIP£ (ACP) IS PERMITTED. CONTRACTOR SHALL REMOVE ACP TO N£AREST COUPLING AND INSTALL ACP X PVC ADAPTORS ANO TH£ NECESSARY Pl-c SIZE AND CLASS PIPE TO INSTALL THE TE£ AT THE STATION. 15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIP£ AND SECURE IN PLACE WITH 2-INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE TO £NT£R VALVE STANDS BY M£ANS OF DRILLED HOLE IN PIP£ STAND WALL JUST BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VALVE NUT OPERATION. RUN TRACER WIRE CONTINUOUSLY ALONG PIPE AND TERMINATE IN AD.JAC£NT ~LVE BOXES FOR BURIED ASSEMBLIES OR BURIED VAL 1-f:s'. WHERE BUR/£0 SPLICES OCCUR, US£ AN ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 24 INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING EQUIPMENT. £ACH INSTALLED RUN OF PIP£ SHALL BE CAPABLE OF BEING LOCATED USING THE TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE DURING INSTALLATION ANO BACKFILLING. WIRE INSULATION THAT IS BROKEN, CUT, OR DAUA0£D SHALL B£ REPLACED. TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR WEIGHT POLY£'THYL£NE (HMW/PE) INSULATION SPECIFICALLY DESIGNED FOR DIRECT BURIAL IN CORROSM SOIL OR WATER. POLYETHYLENE INSULATION SHALL CONFORM TO ASTM D 1248, TYPE 1, CLASS C. WIRES WITH CUT OR DAMAGED INSULATION ARE NOT ACCEPTABLE' AND REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN DAUAG£D WILL 8£ REQUIRED AT TH£ CONTRACTOR's EXPENSE. DI 23. IN ACCORDANCE TH£ CITY STORM WATE7? STANDARDS ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE -STENCILS" BE ADDED TO PROHIBIT WAST£ DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO TH£ SATISFACTION OF TH£ CllY ENGINEER. 811 PLANNING ~N!;31NEERING 3990 RL..1ffin Road, s._.ite -1 20 San Diego, Ca. 92123 858-560-'l 141 SURVEYlh!G 85B-560-81 57 Fax ----------------------------------------------------~-___________ ,_ SIGNING ANO STRIPING NOTES 1. TH£ CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING ANO PAVEMENT MARKIN0S SHALL CONFORM TO TH£ CALIFORNIA ,U<IN/JAL ON UNIFORM TRAmc CONTROL DEVICES (FHWA 's MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORN64), CALTRANS STANDARD SPECIFICATIONS (JULY 2006 OR LATEST VERSION THEREOF), THESE PLANS ANO THE SPECIAL PROVISIONS 3. ALL SIGNING AND STRIPING IS SUB✓£CT TO TH£ APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DElM TION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY TH£ £NGIN££R OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANG£ IN TH£ FIELD. 5. ALL SIGNING AND STRIPING SHALL BE R£Fl£CTIV£ PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SH££TTNG (HIGH INTENSITY OR EQUAL). . 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND UARKINGS WITHIN A 500' PERIM£T£R OF THE CONSTRUCTION PROJECT WILL BE R£:jTORED TO A "LIKE NEW" CONOITION, IN A MANNER M££TTNG THE APPROVAL OF THE CllY INSPECTOR. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY TH£ PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PA VEM£NT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY TH£ CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF TH£ CALTRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INS/OE DIMENSION UNLESS OTHERWISE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS ANO PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 12. FIR£ HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAmc CONTROL DEVICES (FHWA 's MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) ANO SAN DIEGO REGIONAL STANDARD DRAWING M-19. 13. ALL MEDIAN NOSES AND Fl.ARES SHALL BE PAINTED rcLLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA UANUAL ON UNIFORM TRAmC CONTROL DEVICES (FHWA '.S' MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. 15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BR£4/0IWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET WITH STRAPS. 17. EXISTING SIGNS R£MOV£D BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. 18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIRCALLY SHOWN AS EXISTING TO 8£ RELOCATED OR TV REMAIN. 19. (IF NECESSARY) WHERE R4-7 SIGN ANO 01.11-3 OB✓ECT MARKER AR£ TO BE INSTALLED IN A 2-FOOT W/0£ MEDIAN NOSE, TH£ R4-7 SIGN SHALL BE 18"x24" AND TH£ 01.11-3 OBJECT MARKER SHALL BE 12"x12: SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE' PLANS WAS GENERATED BY PROJECT DESIGN CONSULTANTS. METHODS FROM INFORUATION GATHERED IN MARCH 2014 BY PROJECT DESIGN CONSULTANTS PHOT00RAMMETRY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY ST.4NDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMB£R(S) 167-040-11 AND 21 OF THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS.· 366-1671. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM TH£ ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER TH£ DESIGN OF TH£ PROJECT AS DEFINED IN SECTION 6703 OF TH£ BUSINESS AND PROFESSIONS CODE, AND THAT TH£ DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT TH£ CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY TH£ CllY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM.· SB&O, . INC. ADDRESS.· 3!j90 RUmN ROAD, SUITE 120 CITY, STATE: SAN DIEGO, CALIFORNIA 92123 TELEPHONE.· (858) 560-1141 BY.· MRON PARKER DATE: __ _ R.C.£. NO.: P.£. C68547 REGISTRATION EXPIRATION DAT£: 9-30-17 SIGNED: ½ fl,k 1·1S·t, I LIST OF ABBREVIATIONS EXIST. R/W TYP. F.G. T.C. F.F. s.c. AC. f f I[ MIN. P.P. £.P. DIA. £.0.£. V.C.P. S.F. LP. R.C.P. T. w. S.M.H. G.F. D.U. SORSD EXISTING RIGHT-OF-WAY TYPICAL FINISHED GRAD£ TOP OF CURB FINISHED FLOOR SUBGRAO£ ACRE PROPERTY LINE CENTERLINE FLOW LIN£ MINIMUM POWER POL£ EDGE OF PAVEMENT OIAM£T£R EXISTING OVERH£4D ELECTRIC VITRIFIED CLAY PIPE SQUARE FEET LOW POINT REINFORCED CONCR£T£ PIPE TOP OF WALL SEWER UANHOL£ GARAGE FLOOR DWELLING UNIT SAN 01£00 REGIONAL STANDARD DRAWING 8.W. H.P. F.S. C.8. c.o. O.G. P.C.C. STA. DWG. MAX ELEV. o.c. SIM. ST. LT. PVT. owr. PKWY. S.D.C.O. GTR. MOD. s.c.o. U.N.O. I.£. C. Y. H.O.C. BOTTOM OF WALL HIGH POINT FINISHED SURFACE CATCH BASIN CL£ANOUT DECOMPOSED GRANITE PORTLAND CEMENT CONCR£T£ STATION DRAWING MAXIMUM ELEVATION ON CENTER SIMILAR STREET LIGHT PRl~T£ DRIVEWAY PARKWAY STORM DRAIN CL£ANOUT GUTTER MODIFIED SEWER CL£ANOUT UNLESS NOTED OTHERWISE INVERT ELEVATION CUBIC YARD H/0H DEFLECTION COUPLING CITY BENCHMARK: INO£X OF SHEETS SHEET NO. 1 2 3 4-5 6-7 8-13 DESCRIPTION TITLE SHEET KEY UAP, NOTES, DETAILS TYPICAL SECTIONS, PROFILES PRIVATE ACCESS ROAD - SURFACE IMPROVEMENTS PRl~T£ ACCESS ROAD - UTILITY IMPROVEMENTS PUBLIC UTILITY IMPROVEMENTS REFERENCE DRAWINGS CARLSBAD TRACT 83-21 VILLAGES •o• ANO -P-1: OWG. NO. 244-3. SOUTH COAST MATERIALS QUARRY GRADING PLAN OWG. NO. 470-54. MARRON ROAD GRADING PLAN DWG. NO. Rf f 148 - CITY OF OC£ANSID£. MARRON ROAD IMPROVEMENT PLAN DWG. NO. Rf 1146 - CITY OF OC£ANSID£. CITY OF CARLSBAD UASS 0RADING PLANS - QUARRY CREEK OWG. NO. 484-54. GRADING PLAN OWG. NO. 484-5F. BASIS OF BEARINGS THE BASIS OF B£4RINGS FOR THIS SURVEY IS THE N)D83, ZONE 6, 1991.35 EPOCH GRID B£4RING BETWEEN POINTS CLSB-087 AND CLSB-088 PER RECORD OF SURVEY NO. 17271. ,:e .. '176.15'00-W. OWNER/APPLICANT PRESIDIO CORNERSTONE QC, LLC. 4365 £XEC/JTIVE DRIVE, SUIT£ 600. SAN DIEGO, CA. 92121 (858) 458-9700 LEGEND ~ EXISTING IMPRQVEAIEN[S DESCRIPTION EXISTING ELEVATION SYMBOL (270.oL -EXISTING CONTOUR EXISTING SEWER LATERAL ~ 2 70 --------- EXISTING WATER LATERAL £'XISTIN0 CURB AND Gl/TT£R EXISTING GAS EXISTING ELECTRIC EXISTING SEWER EXISTIN0 WATER 1@ 1@ G E s ',/ EXISTING FIRE HYDRANT EXISTING SEWER MANHOLE EXISTING R£TAININ0 WALL s ----(}-- ■-c:----=-•-ca-=• & !,)' !J Q2 MIRA <:) EL CAMINO ~~,n COSTA COLLE(;£ ~ COUNTRY CLUB ~{cr ~ r,; \:!:J VISTA WAY 78 PACKARD HAYU4R OR. MARRON RD. VICINITY MAP NOT TO SCALE THOMAS BROTHERS PG. 1107, 2006 EDITION GRID A-2 TOTAL DISTURBED AR£A = 805,860 S.F. (THIS AR£4 INCLUDES BUT IS NOT LIMITED TO OFF- SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH l'IS VEHICLE AND EQUIPMENT STAGING ARDIS, CONSTRUCT/ON WORKER FOOT TRAmc, SO'fltGRAV£L PILES, UT/LllY TRENCHES, BACKFILL CUTS, A 'D SLOP£ KDH-J4r.5') TOTAL REPLACED IMPERVIOUS AR54 = 0 S.F. TOT.4L PROPOSED IMPERVIOUS AP£A = 40,000 S.F. DESCRIPTION: CLSB-088 2· IRON PIPE W/DISK MARKED 1•28-ZO A.P. AS·BUILT WORK TO BE DON£ TH£ IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOV/NG DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY_ TH£ Cln' ENGINEER. 1. CARLSEW) MUNICIPAL CODE 2. CITY OF CARLSEWJ ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. PLANNING COMMISSION RESOLUTION NO's 6938 AND 6939 AND CITY COUNCIL RESOLUTION NO. 'S 2013-071 AND 2013-072. 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON (<;REEN BJOK) 6. SOILS REPORT AND RECOMMENDATIONS BY G£QCON, INC. DATED At4Y 1 f, 2012. 7. TH£ SAN DIEGO AR£A REGIONAL STANDARD DRAWIN0S AND AS UAY BE MOO/FED BY TH£ CITY OF CARLSBAD STANDARDS. . 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS NOT APPUCABLf. 9. STORM WATER POLL/JTION PREVENTION PLAN PREPARE() BY PROJECT DESIGN CONSULTANTS DATED MARCH 23, 2015, WDID NO. 9 37C372464, SW-14-292. 10. STORM WATER UANAG£M£NT PLAN (SWMP) PREPARED BY PROJECT DESIGN CCNSULTANTS DATED MARCH 19, 2015, SWAIP NO. 14-13. f 1. CALIFORNIA STORM WATER QUALITY ASSOCIATION Bl.IP CONSTRUCTION HANDBO<!K AND CALTRANS CONSTRUCT/ON SIT£ Bl.IP U<INUAL. L£G£ND DESCRIPTION PROJECT BOUNDARY CENTERLINE £4S£MENT 6" A.C. BERM SEWER ACCESS ROAD (GRAVEL) PRIVATE A.C. PAVING AND BAS£ (CLASS II) (CITY OF CARLSBAD U.N.O.) * STD. DWG. NO. SYMBOL RSD G-5* EB D-0-0 jtddj 6" TYPE "G" CURB AND Gl/TT£R G-2 (SDRSD) o• CURB 0UARD RAIL P.C.C. SIDEWALK P.C.C. DRM"WAY PUBLIC P£DESTR64N RMIP PEDESTRIAN RAMP DEMOUNTABLE POSTS P.C.C. CROSS GUTTER STREET LIGHT R-1 -STOP SIGN" WITH DOUBLE STREET NAME SIGN W14-2 "NO OUTLET" SIGN CURB OUTLET ® A77L 1, A77M1, A77N1, A77N5, A77P1, A77S1 (CALTRANS) G-7, G-9 (SDRSD) G-14B (SDRSD)* TYPE B, G-27, G-30, G-32 (TYPE 'B'),{SDRSD) 0-31 (TYPE 'D'), G-30, G-32 (SDRSD) M-16 (SDRSD) G-12 (SDRSD)* E-1 (SDRSD)* (STR££T LIGHT NOTE, SHEET 2) D-25 (SDRSD) -o--o--a---o- • ~f1? 0--V + p = =1c.co .... l --1 QUANTITY 63 L.F. 5,510 S.F. 30,600 S.F. 1,840 S.F. 1905 L.F. 175 L.F. 4 £A. 2 £A. 9 £A. 3,000 S.F. 4 £A. 1 £A. 1 £A. 1 £4. WATER ,U<I/N (SIZE' PER PLAN) WATER SERVICE (SIZE PER PLAN, WITH METER AND BACKFLOW) W-2 (CMWD) ---W--3,220 L.F. 2• BLOW-OFF GATE VALVE (SIZE PER PLAN) AIR 114CUUM VAL VE ASSEMBLY 2" MANUAL AIR REL£4SE FIRE HYDRANT (3-WAY) THRUST BLOCKS FIRE SERVICE WITH OCDA (SIZE PER PLAN) RECLAIMED WATER UAIN RECLAIMED WATER SERVICE SEWER UAIN (SIZE PER PLAN) SEWER UANHOL£ W-4 (CMWDJ,~r.10 ---fif.0-D+-@ 13 £A. vi ~ao(CMWDJ W-6 (CMWD) 0 10 £A. W-16, W-17 (CMWD) W-7 (CMWD) W-6 (CMWD) W-12 (CMWD) W-15, W-19 (CMWD) W-22 (CMWD) W-2 (CMWD) W-4,i (CMWD) S-5 S-1, S-4, S-5 S-5, S-7, S-8 0 • • ~ ... ~ ----RW---- @ -s-- 0 -s I 0 30 £A. 9 £A. 6 £4. 11 £A. 635 S.F. 12 £4. 1, 190 L.F. 2 £4. 1,190 L.F. 10 .91. 2 £A. SEWER LATERAL (SIZE PER PLAN) STORM DRAIN STORM DRAIN CL£4NOUT ___ )-PER DWG. NO. 4B4-5F * AS MODIFIED BY THE CITY OF CARLSBAD STANDARD DRAWINGS, VOLUME 3, CHAPltR 2. "AS BUILT" 6~ 1·28·20 P.~. 68547 7 EXP. q.,30-21 DATE REVIEWED BY, --------/ it {2:Jt:c:_ .. ·. -· ;;i. ~ 9 -2(12p INSPECTOR DATE I SH~ET I CITY OF CARLSBAD uTI ENGINEERING DEPARTMENT 3 IMPROVEMENT PLANS FOR: OUARRY CR££K PRIVATE ACCESS ROAD SDP 15·17 ROWZOl6·0056 TITLE Sf/EE:T HOP 11-04 JASON S. GELDERT 't.S. 6215' 3-21-18 A.P. /2\RE'PLACE SHEi'T5;REVISE CURB i r;11rrER 'i/,;/,t;. ~ .. APPROVED: /4/ J. !/.. . 11 ,..,,_, Jl.h,(-A,r:; 1J. ,z~16 LOCATION: IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD VILLAGE DR., 0. I Ml. EAST OF PONTIAC DR. RECORDED FROM:~R.=.o~.s:~. ~'~72=7~1 __________ _ ELEVATION: J/7.176 M.S.L. DATIJM: N.C.V.D. 1929 iOCATfON; REVIS[ CIJRB RErURN I GR/IDES. • "'TY ENGINEER. PE 63912 EXPIRES 9/30/16 DATE 3·27-17 A.P. /f'\RE'PLAtt SllttTS 4, 8·13. (./1 !,1-O>~ • DWN BY: fM . DI\TE INrTIAL DATE INITIAL DATE INITIAL PROJECT NO. """"': DRAWING NO. REVISION DESCRIPTION CHKD BY: v MS 15-13 484-5G ENGINEER OF WORK OlHER APPROVAL a1Y APPROVAL RVWD BY: AS-BUILT -------------------------------------.. ··-----·-· -------------------------------------------------· -------- -. ----------------- i /082.117 I . i_ - :'08/018 I I • I : I . ' i I I ' I -•-· "---··•L.: I Lor 13 hi.AP ;VO. 15038 L II • ... \ SPECIAL NOTES: THE FOLLOWING NOTES ARE PROVIDED TO GM DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF WORK. THE CITY ENGINEER's SIGNATVRE ON THESE PLANS DOES NOT CONSTITVTE APPROVAL OF THESE NOTES AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. 1. THE CONTRACTOR SHALL VERIFY TH£ LOCATION OF ALL EXISTING UNDERGROUND UTILITIES BOTH VERTICAL AND HOR/ZONT,4L PRIOR TO COMMENCING GRADING OPERATIONS. 2. CONTRACTOR SHALL MAK£ EXPLORATION £XCAVA770NS AND LOCATE EXISTING FACILl77ES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT R£VISIONS TO PLANS IF R£VISION IS N£C£SS4RY BECAUSE OF LOCATION OF EXISTING UTILITIES. 3. LOCATION AND ELEVATIONS OF IMPROVE'M£NTS, TO 8£ MET BY WORK, SHALL 8£ CONFIRMED BY FIELD MEASUREMENT PRIOR TO CONSTRUCT/ON OF NEW WORK. 4. GRADES SHOWN AR£ FINISH GRADES, CONTRACTOR SHALL DET£RMIN£ NECESSARY SUBGRAD£ ELEVATIONS AND SHALL CONSTRUCT SMOOTH TRANSITION 8£TW££N FINISH GRADES SHOWN. 5. CONTRACTOR AGREES THAT HE SHALL ASSUM£ SOL£ RESPONSIBILITY FOR JOB SITE CONDmON DURING TH£ COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS R£QUIR£M£NT SHALL APPLY CONTINUOUSLY AND NOT 8£ LIMITED TO NORMAL WORKING HOURS,· AND THAT TH£ CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD TH£ OWNER, TH£ CITY, AND TH£ £NG/NEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM TH£ SOL£ N£GLIG£NC£ OF TH£ OWNER OR TH£ £NGIN££R. 6. TH£ CONTRACTOR SHALL 8£ TOT,4LLY RESPONSIBLE FOR COMPLIANCE WITH TH£ PROVISIONS OF TH£ ST-4TE OF CALIFORNIA SAFETY ORDERS. 7. QUAN77TIES SHOWN ON THIS PLAN AR£ FOR BONDING AND CONTRACTOR CONFIRMATION PURPOSES ONLY. TH£ CONTRACTOR IS TO ESTIMATE HIS OWN QUANTITIES FOR BID AND NOTIFY TH£ ENGINEER OF ANY SIGNIFICANT DISCREPANCIES. 8. CONTRACTOR SHALL 8£ R£SPONSIBL£ FOR DETERMINING WHETHER (OR NOT} TH£ FIELD CONDITIONS AT STORM DRAIN INLETS AND OUTLETS AR£ PER TH£ APPROVED PLANS. IF FIELD CONDmONS DIFFER FROM TH£ APPROVED PLANS, TH£ CONTRACTOR SHALL CONT,4CT TH£ SITE SUP£RINTENO£NT SUFFICIENTLY AHEAD OF CONSTRUCTION TO ALLOW REVISIONS TO TH£ PLANS, ANO (TO OBT,4/N) PUBLIC AGENCY APPROVAL, IF R£QUIR£0, PRIOR TO CONTRACTOR INST,4LLING STORM DRAIN STRUCTURES. 9. IF ANY EXISTING HAROSCAP£ OR LANDSCAPE INDICATED ON TH£ APPROVED PLANS IS DAMAGED OR REMOVED DURING DEMOLITION OR CONSTRUCTION, IT SHALL 8£ R£PAIR£0 AND/OR REPLACED IN KIND AND EQUIVALENT PER TH£ APPROVED PLANS BY TH£ OWN£R/P£RMITTE£. 10. ALL £XIS77NG UTILmES OR STRUCTVR£S AR£ INOICAT£0 HEREON BASED ON INFORMA770N OF RECORD. TH£ CONTRACTOR IS REQUIRED TO T,4K£ PR£CAU770NARY MEASURES TO PROTECT TH£ UTILITY LINES SHOWN HEREON ANO ANY OTHER £X/S77NG LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. TH£ CONTRACTOR SHALL 8£ R£SPONSIBL£ FOR MAKING ARRANGEMENTS FOR TH£ R£LOCA770N OR REMOVAL OF £XIS77NG UTILl77ES ANO AGREES TO 8£ FULLY R£SPONSIBL£ FOR ANY ANO ALL DAMAGES WHICH MIGHT 8£ OCCASIONED BY HIS FAILURE TO LOCATE ANO PRESERVE' ANY ANO ALL UNDERGROUND UTILITIES. 11. CONTRACTOR SHALL 8£ RESPONSIBLE FOR MA/NT,4/NING ALL S.W.P.P.P. {N.P.0.£.S.) DOCUMENTS ONSIT£ AS R£QUIR£0 TO COMPLY WITH LOCAL ANO ST,4T£ R£QU/R£M£NTS. 12. ALL RETAINING WALL SUBORAINS SHALL 8£ INST,4LLEO PER SP£CIFICA770NS OF THESE PLANS OR G£0T£CH R£COMM£NOA770NS ANO SHALL 8£ CONNECTED OR STVBB£0 TO NEAREST STORM DRAIN PIPES. DI 811 78 KEY MAP SCALE: 1 • = 100' KEY MAP LEGEND ------SHEET LIMfTS r-... 1.1. ~ SHEET NUMBER SHEET INO£X SHEET NO, 1 2 3 4-5 6-7 8-13 DESCRIPTION TITLE SHEET KEY MAP, NOTES, DETAILS TYPICAL SECTIONS, PROFILES PRIVATE ACCESS ROAD - SURFACE IMPROVE'M£NTS PRIVATE ACCESS ROAD - UTILITY IMPROVE'M£NTS PUBLIC UTILITY IMPROVE'M£NTS 30' GENERAL UTILITY EASEMENT I TO C.M.W.O. I 7' •cRA V£L PA VE'• PRIVATE 5' AC.C.~ /' (PRIVATE)ffif]'f'..,2 SIDEWALK I -L WW 5• 10· I 15• I FINE DECORATIVE GRAVEL GRAVELPAVE2 SYSTEM FILLED WITH ID "' 3/16" TO 3/8" ANGULAR GRAVEL, UNIFORMED SIZED, WASHED a b COMPACTED SUBGRADE, 95% MODIFIED PROCTOR DENSITY COMPACTED SANDY GRAVEL ROAD BASE NOTE: GRASS/PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT OR LANDSCAPE DESIGNER A 2 DETAIL 5• {TYP.) ~ GRAVEL PA VE 2 SECTION NOT TO SCALE • ""4 • • 4 ;,.• cr-.MANHOL£ LIO PER CITY STD. owe. S4 OR VAL VE COVER PER CITY STD. OWG. W-13 5• THICK CLASS 560-C-3250 CONCRETE COLLAR C DETAIL ~ CONCRETE COLLAR 2 NOT TO SCALE 35' GENERAL UTILITY ANO ACCESS EASEMENT ANO PUBLIC TRAIL EASEMENT TO TH£ CITY OF CARLSBAD PRIVATE 5' P.C.C. / 7' "GRAVEL PAVE'" SIDEWALK r--ff--+---if,------,(PRIVAT£) $EB 5 , 11' 9' 10' VARIES 1' MIN. (PIP£) 5' MIN. (MANHOLE) PRIVATE SAFETY / FENCE PER I, LANDSCAPE PLAN X -----t--CONCRETE M.H. OR V-'lLVE' X COLLAR PER E9 PUBLIC 8• OOMES77C WATER o• CURB PUBLIC 8• SEWER PLAN 1· < 50 CM (19.7") 16.7 CM (6.6") 25 CM (9.8") :r ·r ·r ~ I L..._~.3 CM (3.3") [ SPECIFICATIONS UNITS UNIT SIZE -50 CM X 50 CM X 2.5 CM (20" X 20" X 1") AVAILABLE IN 9 STANDARD ROLL SIZES UNIT WEIGHT -538 GRAMS (19 OZ.) OR 2.2 KG ( 4.8 POUNDS) STRENGTH -402 KG/CM 2 (5720 PSII COLOR -BLACK (STANDARD) RESIN -100% POST-CONSUMER FABRIC RECYCLED HDPE/LDPE WEIGHT -3.5 OZ/SY(120 GM/Mz) TENSILE -120 ~T 2 (5852KG/M,;) FLOW -275 GAL MIN/SF (11,200 L[MIN/M ) OPTIONS -CUST M f'ABRI~ TO 6 02 AVAILABLE. GRA VELP A VE2 alilX:1--ADJACENT GRAVELPAVE2 ~---2.3 CM (0.9") - ~---6 CM (2.4") / ,--SEE ENLARGEMENT BELOW >---FILTER FABRIC ATTACHED TO BOTTOM OF GRAVELPAVE2 SECTION -GRAVELPAVE2 FILLED WITH 3/16" TO 3/8" ~f!! ANGULAR GRAVEL, UNIFORM SIZE, WASHED /;;j ~ill-COMPACTED SANDY GRAVEL ROAO BASE ~> g~ -95% MODIFIED PROCTOR DENSITY m-a.§ (/)"' < ttJ=::1-J:!;;J---COMPACTED SUBGRADE ~------------TOP OF GRAVEL ---+------GRAVELPAVE2 ATTACH WITH SNAP FIT FASTENERS FILTER FABRIC -OVERLAPPING JOINTS FILL RING SECTION WITH ENLARGEMENT ED /16" TO 3/8" ANGULAR GRAV::L, UNltORM SIZE, WASHED -------COMPACTED SANDY GRAVEL BASE COJRSE - 95% MODIFIED PROCTOR DENSITY B TYPICAL ~ GRAVEL PA VE 2 DETA/. 2 NOT TO SCALE EXPANSION JOINT FINISHED SURFACE ~ 1/2• RADIUS {TYP.) ~ ---,--.:.....,. 4.. . WEAKENED PLAN£...---+-- JOINT {TYP.) ·, i • .. _., ~ , .. ... ' I • A· 0, • • 11· NOTES 1 '2. FINISHED GRAD£ ------t-CONCRETE M.H. OR VALVE' PUBLIC 5• RECLAIMED WATER BAS£ THICKNESS PER SOILS £NGIN££R, H20 LOADING, SE£ (1) ABOVE. 1. CONCRETE SHALL 8£ 520-C-2500. -'<l ... BAS£ THICKNESS PER SOILS £NGIN££R, ~ H20 LOADING, SE£ (1) ABOv£ PUBLIC 6" R£CLAIM£0 WATER 2.0% : -~---.~ .. ., ;.. __ ... ,., ~-.,,,. -4. ;,_, ., .. I COLLAR PER E9 ~~_,__!_PRIVATE SAFETY X o• CURB I FENCE PER LANDSCAPE PLAN PUBLIC 8• SEWER TYPICAL SECTION ~ 30 1 GENERAL UTILITY EASEMENT NOT TO SCALE NOT£ ENCROACHMENT AGREEMENT R£QU/R£0 FOR ALL PRIVATE IMPROV£'M£NTS WITHIN PUBLIC EASEMENT. BB&C~ PLANNING ENGINEERING SURVEYING 3890 Ruffin Road, Suite 120 Sen □Iago, Ca. 921 23 6.58-560-1141 BESB-560-81 07 Fax _b_(L~ MRON PARKER 1-tft-~ DATE TYPICAL SECTION ~ 35 1 GENERAL UTILITY ANO ACCESS EASEMENT NOT TO SCALE NOTE FOR ALL PRIVATE IMPROVEMENTS WITHIN TH£ GENERAL UTILITY ANO ACCESS EASEMENT, SE£ ENCROACHMENT PR 16-13 DOCUMENT NO. ___ _ R£COR0£0 ON CITY BENCHMARK: DESCRIPTION: CLSB-088 2• IRON PIPE W/OISK MARKED t.s. 8215" LOCATION: IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD Vilt.AGE DR., 0. I Ml. EAST OF PONTIAC DR. /·28·20 11.P 45-13UILT DATE INITIAL 2. INST,4LL EXPANSION JOINTS 120' O.C. 3. INST-4LL WEAKENED PLAN£ JOINTS 20' O.C. DETAIL ~ O" CURB NOT TO SCALE "AS BUILT" STREET LIGHT NOT£ _fl 7 ~~ STREET LIGHTS SHALL 8£ LED 40w 3000k FIXTURE f-28·20 i/SING TH£ G£ EVOLVE' ROADWAY LIGHTING, MODEL £RS1-0-23-B1-7-30-A-GRAY-L-40, OR APPROVED P.E. 68547 EXP. q-30 ·ZI DATE £QUAL. REVIE'w'ED BY1 ·'ll rg-.7~-. ----').-</ -.lO .l.O INSPECTOR DATE I SH~ET I CITY OF CARLSBAD [m ENGINEERING DEPARTMENT 3 !YPROVEYENT PLANS FOR: QUARRY CREEK PRIVATE ACCESS ROAD KEY MAP NOTES. DETAILS APPROVED: t L 1, A. , , JASON S. GELDERT ~ ~ ]I J _. J Av, 11> 1 Zo 11.. CllY ENGINEEA' PE 63912 EXPIRES 9 /30 /16 DATE DATE INITIAL DATE INITIAL DWN BY: ;lB&:O sc.. PROJECT NO. DRAWING NO. RECORDED FROM:_R._.o_.s._._I_7._'27_I __________ _ ELEVATION: 317.178 M.S.l. DATUM: N.C.V.D. 1929 CHKD BY: ENGINEER OF WORK REVISIDN DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: MS 15-13 484-56 AS-BUILT 0 :.0 I ~ z Ci) z C ' s CD m ::0 , I ' Cl ::0 ' ~ z (j) z C s CD m ' ::0 I I j I i ' ! I Cl ::0 ~ z (j) z C s CD m ' ::0 I I ;:. . I 091316 "' )> " B I ; J:J ii Imo : jJ 0 I\,) 01 oC 1 ~~ :: ~ (l1 0 '-u• ► t ~z 'Tl 1'~ ? ~ -I ~□ D -U w 'i OJ [fl ' "' ~ I UJ$ iWZ z m "' 0 ;;! I I l I I LOT 6 IT LOT 6 R,IW ld4RllE:s' 50'-fJO' '' IMlE.5' 20'-.JO' .JO' i.Mlf3' J'-1J' 17' 17' tJ' _ R,IW fJO' JO' 30' .,.__ _ __,1c,,J_' ---~ __ _,_17'--'----~=~ 17'-20' ' 5.5' 7.5' 6' 11' IWilf3' 6' BIKE 11 '-14' BIKE LAN£ LAN£ EXIST. TrP£ 't'" CURB ANO GUTTER {T'IP.) S1RtJCTIJRAL SE'CTlON P£R DWG. -NH-5 10' 1J' ~fi 5.5' ' ' ' -_-_: _.;:__,· ______ - R/W 60' R.,IW JO' JO' OPEN SPACE JO' ~g l64RIE.S' 10•-13• I 17•-20· ,,.--;-VARffi OP€N SPACE! 5.5' I, _I_ 6' ~fi BIKE 11 '-14' , LANE STRUCTURAL ~ SECTlON PEif \ -~/ T ~ u, OWGj:54-5 J_ ----~ n·'.& '~--------=f: ,,-~ -------------~ ~ --~----------~ --- 5• WIDE CONTfGUO{IS EXIST. TrP£ "G" P.C.C. SIDEWALK CURB ANO GUTTER {T'IP.) TYPICAL SECTION -EXISTING HAYMAN DRIVE {PUBLIC) TYPICAL SECTION -EXISTING EL $ALTO FALLS STH££T {PUBLIC} NOT TO SCALE STA. 11+72.06 TO 12+62.85 SHOWN RIR tNFrJRW,TlON ONLY, NOT A PAHT OF TH£S£ PLANS SEE CITY OF CARLSBAD OWG. NO. -NU-5 OILTRANS R/W VA.li'E.5' 20'-JJ' VARffi 50'-65' f IWW£5" JO '-J2. , VAR/£5' 6' IWW£5" 6' I J' l,I/N.-11' BIKE 11'-16' 14'-16' R/.W 10' NOT TO SQILE STA. 6+62.50 TO 7+56.JO (NORTH OF BRIDGE) SHOWN FOR INFORMATlON ONLY, NOT A PART OF THB'E PLANS SEE CllY OF CARLSBAD OWG. NO. 484-5 I I I I I I I I I I I I I I I I I ' ' I I -----"'··----'l---1t--lt--lt--l't--1--+--+--+'--+--+--+--+-+-+-+-+' --,--+'--+--+--+-+-+-+-+-+--+--+--+---'. f✓-·~·t4:''.--+--1---,, -+----;--+--+---l'---1---1--+--+--+-+--+-+-+-+--+--+--+--+' -+--+--<--+--+--+--+--+'-+-+-+-! -i--+--i--+-+-+-+-+---+---+---+---+--+----+----+----+----t----t----f---,r-t--·-~--! ~£ QILTRANS) ! I.AN£ ,~ LOT 1 i i -1---,-1---1---t--1t--1t--1t--1----1l-=--+JI?----+. ~-:~:::~:~:~:~:~:~:~:~:~:~:=!-----__ -_ _ t----t----,-1---_-~1---6.---;tlcc-ti---;' t--1----1---1---t--+--+--+--+--+->--+--+--+--+--+--t -t--t--l--HHH--±t-J:''i"'!---t--t--t--t-+-+-+-+-+-+-1-t--t--t--t---t--t--t--t--t---l-r--t--t--+---t---t---+----t----! -1--+--+--+--+--t--t--a -~ 1-+--+---+---+---+---+--t--~ ~--I--+-+-+-+-+-+ -+---+---+-----l--+--+--1---+--t--+--+--+---+---+---+-+-+--t--+--;-+-+------r-1---t--+--+--+--- --1---t---+---+--+---+--f-t--t-t,r--+-'4-+-•7.-+-1'-t--H"--+. --+--+-+--+--+---+---+---+---+---+---+--+---+----t-~l~--t---t-··l.,-,'4~ ~~167'_ ---... -~ .. -------I-+-+-+-+-+-++--;: ·t-1~ ~~-f--, -+---+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+-+-+--~I--+---+---+---+---+---+---+--+--+--+--+--+--+--+--■ i-'f'~-~ EXIST. TrP£ 't'" CURB ANO GUTTER {T'IP.) EXIST. 5' W"1£ NON-coNTIG/JOUS P.C.C. SIOEWALK -1---1-1---1---1--11--+ +--1-+--+--+-+-+-I-+--+--+--+---+ ~1---t----l---l---l---t--lt--1----l----l---tt--l --------•1 •. l:;) --------f---+--t-+-+--,..,.lf--'"~~t--1--+--+--+--+--+--+-+-+-+--,.•l-r::: ·;-:;,----· -·-f---+--t---1----t---t---t-l---t---t---t---t--+ ' _J -- ____ ·---_______ ----· • ____ __ ··-·· -----.. ~~ I' 1f) ...._ ~--+---,------____ __ __ ·-· _ ._ I::; ~ ~ -----------------------NJ.1 a4§'!_[_ ---------M-_-7...!·T---,10.~ --,---+-+-+-+-+--- •I~ --,---1-,--+--+--+--+_11 __ ( /2,•lG .ll~ ___ , /J!,,_9.' 9~ __ ----i--,--_ ,I ,. i '--+--+---.,~-+--1--l-+-+-+-++i.;i TYPICAL SECTION -EXISTING HAYMAN DHIV£ {PUBLIC) t--+---t---,' ---i---i---rr,Ktltl--t--1--t--t--t---t--l--t i NOT TO SCAl£ STA. 12+62.85 TO 16+17.06 (CITY BOIINt:.wn') SHOWN FOR INRJRIIATlON ONLY, NOT A PAHT OF THESE PLANS SEE CITY OF CARLS8AO OIIG. 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'l·'J0·21 REVIE'JED BYt INSPECTOR /·28·20 DATE DATE 811 RT .. ,..,.:,. I 5' 4.5' 4.5' 5' , ""--o.5' -GUARORAJL I a5' ·•"-· ~-i-=,<-V SUP""CE: -. I~ ~-cJ' ,I R' (£:LEV. PER PLAN) I !>"'~ "'t~~ ~ ~• ..J.0~~\• ••L,:,_'v'P .~i·r . .. . ;.ox , 2. o,t. , '.!!A~ <--oc j , .. .-•.-_.. · . : '" ' "" BROW DITCH PER 0-75 '):\ ,_/ ✓-/ ,,. r ,,, • 4 • P.C.C. _j ,;• '°"-J.5' \_: v \____ 6" TrP£ "G" CURB ~ (TYP.)() 11 , *~ :::c ANO GUTTER {T'IP.) PUBLIC 8" _/ T,. TYP1cALSccT10N -PRIVATE ACCESS ROAD SB&D~ LU/S£1{0 WAY NOT TO SQILE STA. 14+50r TO 19+05r, P.C.R. {NO PARK/Mi' -BOTH SIDES) * 4• A.C./4" A.B. IHN., T.l.-5.0 ACTUAi. SECTlON TO BC OETERIIINEO BY SOILS E:NGINEER BASED ON R-VALUE Pt..ANNINC:i ENGINEE;RlNG 3990 Ruffin Road, Suite 120 San Diego, Ca, 92123 El5B-SB:l-1141 B5EH5B0--8107 Fa;,,;. 9-LJRVEYING ~ CITY OF CARLSBAD ~ t-----+--1------------------+---+----+--+---1 ~ ENGINEERING DEPARTMENT ~ l----+--1-----------------+---+---+--+---I t-----+--1------------------+---+----+--+---1 IMPROVEJO:NT PLAJIS FOR: OUARRY CR££K PR/VAT£ ACCESS ROA[) CITY BENCHMARK: TYPICAL SEC~S PROFILES DESCRIPTION: _C~tS_B_-_08_t1_2_•_t._'RO_N_A_IA_'E_W,/i_a_1S_'K_U4R._:K._ci_V __ 1----+--1-----------------+---+---+--+---1 APPROVED:/ ~r/=,.,,i=~,~~-====J;:,=A~SCN;;=,=S,.::.=:GE~LDER~~T _·_i._S:_6._'2_15_' ____ --c-______ t----+---+----------------+----+--+---+----1 l=-:-=:-::::-::~l~ ,.~~~ "=-~==--=--:::-:--::-:--,M /J Z./4 LOCATION: IN TOP OF CUT SLOPE 50" NORTH OF CARLSBAD 1-----+--+-----------------+---+---+--+---t r.llY ENGIN_gB_ PE 63912 EXPIRES 9/30/16 DATE / VILLAGE OR., 0.1 Ml. 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PA/ ;VD. 18038 LOT 12 P;IJ 1VD. 16038 EASEMENT NOTES _ [I] PROP_OSED_ 5~' f'RIV~TE_STREE[, GENERAL l/TILITY,_AND PUBLIC ACCESS EASEMENT TO THE CITY OF CARLSBAD PER PM 15-13. III PROPOSED PUBLIC GENE!W UTILITY AND ACCESS, PEDESTRIAN TRAIL EASEMENT TO THE CITY OF CARLSBAD PER PM 15-13. [Ij Fl.OOD CONTROL AND LME ACCESS EASEMENT GRANTED TO TH£ CITY OF CARLSBAD PEI? DOCUMENT NO. 2015-0354040 RECORDED JULY 7, 2015. O.R. TO BE ABANDONED OVU? LOTS 0 1 AND 2, PER PAI 15-13 A PORTION COVENANT OF PRIVATE EASEMENT FOR _LEV€'£ MAINTENANCE OVER PORTIONS OF LOTS 1, 2 AND 12 FOR THE BENEF7T OF THE H.0.A. TO BE ABANDONED OVER LOTS 1 AND 2, PER PM 15-13. @] A COVENANT OFPRIVATE EASEMENT FOR MAINTENANCE OF LANDSCAPING, STORM DRAIN AND STORM WATER 8.M.P. FACILITIES OVER PORTIONS OF LOTS 1, 2 AND 7 FOR BENEFIT OF THE H.O.A. TO BE ABANDONED OW LOTS 1 AND 2, PER PM 15-1.J. @ PROVIDE' A COVENANT OF PROPOSED PRIVATE EASEJ,IENT FOR MAINTENANCE OF LANDSCAPING, STORM DRAIN, AND STORM WATER 8.M.P. FACILITIES OVER PARCEL 2, PER PM 15-13. 12] PROPOSED PUBLIC PEDESTRIAN ACCESS EASEMENT TO THE CITY OF CARLSBAD PER PM 15-13. LOT 1 Phi ;VD. 180,?ff'J --- ' . , A ,./ '', : ' ., P /J ,;;rr; ~1 _,,-.r ~ "-" ..c,"'""' L P.A/ ;VO 70749 --+ I ! i ' I "---' FOR GRADING AND DRAINAGE IMPROVEMENTS SE£ DWG. NO. f.84-5F. ~ --. -- f'()R CRA/)/NC AND DRAINAGE IAIPROIIEMENTS Sf£ DWG. NP 484-5F. -~ ------ I "AS BUIL T 11 JI. • ., ,-21-zo CITY BENCHMARK: 1·28·'20 A.P. AS·SUILT ' ' ' _L_ ____ L ___ _ Q 1 2 3 4 5 6 7 L-8 9 10 A. 11 \ . ·~ 14 15 16 17 18 19 20 21 22 23 . CENTERLINE IJATA TABLC 0 !:::,./BEARING RADIUS LENGTH 1 N26"15'16"w 7.00' 2 N63'44 '44 "£ 78.96' 3 64"48'10• 200.00' 226.20' 4 N1"03'25-W 71.04' 5 23°11'29" 200.00' 80.95' 6 N24"14'54"w 23.26' PRIVATE CURB DATA TABLE l:::,. /BEARING RADIUS N24"14'54"W ------. - 1T49'04" 183.00' 5T38'10" 28.00' ----- 118'21 '19• 10.00' 83'19'04" 28.00' N1"03'25-W -=-----=aa;.. 45"48'.15" 18.J.OO' 106"55'52" 25.00' 116"19'.JS" 15.00' 2·11 '20" 100.00' ~ ~ ... ,~ ,, -~ -, -.. 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G"' ND GTR. 50.DO' 6" TYPE "G" CIJRB AND (;TR. 25.01' 6" TYPE "G • CIRB AND GTR. 240.33' 6" TYPE •r; • Ct:RB AND GTR. -- 71,04' 6" TYPE •c• C/!RB AND CTR. 87.83' 6" TYPE •c• CIRB AND CTR. 23.26' 6" TYPE "G • Cl!RB AND CTR. --- 19.58' 6" TYPE ";" CURB 25.50' 6" TYPE l'" CURB 18.71' 6• TYPE .-• CURB SB&D~ PLA.NNl1'IG E:'s.JGINE:.::'Rlf'JG 3990 Ruffin Road, Sui'te 120 San Diego, Ca. ~21 6':1'1 SGS S60 1141 858-560-B157 Fax: SURVE:Y!NG DATE I SH~ET I CITY OF CARLSBAD 1-s~~rsl ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: OUAHHY CHEEK PR/VAT£ ACCESS ROAD PRIVATE SURFACE IM'RO\IEMEM_TS P.E. llf<#7 PRIVATE ACCESS BJ]AO LUISEJ:IQ WAY DESCRIPTION: CLSB-088 2• IRON PIPE W/0/SK MARKEO "l..S. 6215" 3/27/17 A.P. /1\ THIS SHEET REPLACES SHEET 4 APPROVED L/111,2 ~.s, APPROVED: Ii ( , .... , , j ~ JAS)N ,s~¾~~rri REVIEWED BY, .811 -~~ INSPECTOR ti- 20 w -►-- 0 CRAPNIC SCALE I 20 40 60 LOCATION: IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD VILLAGE OR., 0. 1 Ml. EAST OF PONTIAC OR. RECORDED FROM:_R._O_.S._. _l_7._'27_1_-~--~-~--~--- ELEVATION: 317. 176 M.S.L DATUM: N.G.V.O. 1929 ON AUGUST 16. 2016 REVISE STREET LIGHT LOCA 110N DATE INITIAL ENGINEER Of WORI< REVISION DESCRIPTION , . CITY ENGIN~ PE 63912 EXPIRES 9/30/16 DA OWN BY: ~ I PROJECT NO. I DRAWING NO. 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"5.t70'1 v.c. -' . • 54,•-i--1-_-:: 'rl":'V."'i.1,"'E.'±'£1:'i,"-=-t--t--t--t--t--t--r-t-+-t-- --+--+-+-,: -~-1----+--+-+-+-,-ct\:r,s-t---------------, 1~ ~-9,' ; ,i.., L • ~ I C£NT£RUN£ DATA TABLE 0 /::,./8£ARING RAIJlf.lS LENGTH 1 N24.14'.54"W 106.04' - - ------ 2 21"51'45" 200.00' 76.31' 3 N46.06'.J9"W 100.00' 4 _ 12-;!9'46" 200.00' 46.32' 5 N.JJ'36'.53"W --73.00' PR/VAT£ CURB DATA TABLE 0 f::,.7iifAlfiNC RADIUS LENGTH OESCRfPTlON PROPOSED EASEMENT NOTES IT] ~SED£Af4~~TF ~7'?:1?/;, ~~s¼:'t~ ANj;, 'j',~ EXISTING EASEMENT NOTES CI] EXIST. 60' SEWER EASEMENT GRANTEO TO THE CITY OF OCEANS/OE PER OOCf./MENT NO. ____ _ 1 N24"14'.54"W --106.04' 6" TYPE "G' CURB ANO GTR. 2 21"51 '45' 183.00' 69.8.J' 6' TYPE "G' Cf.IRS ANO GTR. 3 N46"06'.J4"W --100.00' 6" TYPE "G' CURB ANO GTR. I 4 12"29'46" 217.00' 47.33· ,,. TYPE "'G" CURB ANO GI}(. 1 5 N32".J6 14"(; .12.34 6" TYPE "G' CURB ANO GTR. BB&D~ DI RT 'AS BUILT' I & I , l-28-20 DATE PRIVATE ACCESS BQAD LUIS£ilo WAY CITY BENCHMARK: 6 81"06'17" 30.00' 42.47' ti" TYPE "G' CURB ANO GTR. 7 99•-,-,•,,-,• 30.00 52.13' 6" -TYPE "G" CURB ANO G11r. B N.J3'36'"5.J-w --12.36' 6' TYPE "G' CURB ANO GTR. 9 12"29'46" 18.J.OO' 39.91' 6" TYPE "G' CURB ANO GTR. 10 N46"06'39"W --100.00' 6' TYPE "G' CURB ANO GTR. • • 11 21 "51 '45• 217. 00' 82.80' 6' TYPE •G • CURB ANO GTR. 12 N24"14'54"W --106.04' 6' TYPE "G' Cf.IRS ANO GTR. PI .. ANNING ENGINEE"fl!NG. 3390 Ruffin Road, Suite 1 20 San Diego. Ca. 921 23 85B-560-1 1 41 B5B-5BO--B 1 57 Fax SUFlVF.Y!NG A .. v, ~~ 1l1~,, AARON PARKERf I TE ~ CITY OF -CARLSBAD ~ 1----1---+-----------------+----11-----+---+----< ~ ENGINEERING DEPAR'f"1ENT ~ 1----1--------------------+---+---+---+----< 1----1---+------------------t---+---+--+----1 DlPROVEMENT PLANS FOR: OUARRY CR££K PR/VAT£ ACCESS ROAi) PRIVATE SURFACE IMPROVEMENTS DESCRIPTION: __ C. __ ZS __ B __ -__ 08 __ 8 __ 2 __ " __ IRO_W __ A __ YA __ ~ __ W.~1/2l_'ISK_.u,v?,_~ __ £D ___ ~/-·2_8-·_20-+-__ A __ .P. __ . +-t\Ac-5~·B~U~/=L~T----------,--cc----+---+---+7CT--.cc+-=77""-i APPROVED: // ~A'--:h',----- 1.S 8215" 3,:-U,:-18 SB&O 12\ THIS SHE:ET REP/ACES SHEET 12 APPROVE"D ON 'i/'!/if, ~<; __ _ {/.. J' ' 'v .,. <b• LOCATION: IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD 1----1---..-~AU.~G~US~T~16~2C~l-'-'6·~R.~rn~'SE~CU.~R.~'B~R£71.l.~~'RN~S~---+----11-----+---+----< '.lTY ENGINEER' PE 63912 EXPIRES 9/30/16 DAlE JASOII S. GELDERT 'ti'f ltat'6 RE:VIE...,ED BY• --.. GRAPHIC SCALE VIL/AC£ OR .• 0.1 Mt. EAST OF PONTIAC OR. ANO GRADES DWN BY: ~ 1 PROJECT NO. I DRAWING NO. s1·1 11.. ~ '.)~<j ~u,U) i -I -____ I i RECORDED FRQM: __ R __ .o __ .s __ . --1--72--7--1----------EN:~ ~NI~ REVISION DESCRIPTION 1--0"-1E-~1Nt_llAL~1-0"----1E~~'"'----11----Al--1 2~ ~~: s r£. MS 15-13 -484-SG ____ IN$Pt,'.CTIJ!' DATE 20 0 20 40 60 EL£VATION: 317.t76M.S.L DAl\JM: tvc.v.o. 1929 ,.:::::_::....:::L __ ~:..:..:.:=:..=:.:....::=:.=:.::.:....:.:=.:_ __ _J_.'.'.011£R~-~-~,.~rn~av~Al:.l_:a:'._1Y~APPRO~~~~Al:.l.:::::::::::·:::::====::..!::::::::::::::::::::=::::=:::::::::.!:::::::::::::::::::~ : ... llf!l .. 1!!111 .. ________ llf!I __ ----. .. '!!II ... -------------------------------------------------------------------------------~-~ ..... AS-BUILT lJ ~ ~ z C: ~ III m lJ 0 lJ § ~ z C: ~ III m ]l -, 081018 ,_ ' 1' •' • -"_,,. '' ,,,_,11,·' ---··-;;.;·---::.•· ---···---____ ..::..;.:.;__;__ ___ ::..:......:::-----------"....;• ·:;_•"....;' '....;' ._,,_, ---------------+----------·-"_· ,_ .. _,-______ .;..,_ ________________________________________________________________________ ~------- PUBLIC SEWER LIN£ •A• DI RT • 811 REVIE'JED BY• · 1&&br:7-- INSPECTOR , , / f-"'.::: ~:::. / ~ ' 1---V DATE ' \ I ~ "' ILl -+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+-+-+-+--l-+-+-+-+-+-+-+-+--+--l-i--i-->---l>---l---4---4---4---4-l· t-: .... -~ <.>;i "' ~ l:S <.>;i <;,i <II vi .:!; • -Cl:> s' . / NOTE.· FOR GRADING AND DRAINAGE SEF DWG. NO. #J4-5F. 8090 CENTERLINE DA TA TABLE 0 ~/BEARING RADIUS LENGTH 1 N26'15'16"W 7.00' 78.96' 3 64.#1'10" 200.00' 226.20' 4 N1"03'25"W 71. CJ,f.' 5 23"11'29" 200.00' 80.95' 6 N24' 14 '5-# "W 23.26' PUBLIC R£CL..4IM£0 WATER DATA TABLE CJ ~, 'NG RADIUS* LENGTH DE:SCRIPrlON 1 N6.J"#'#"E --133.08' 6" P.V.C., OR-18 2 64.#1'10" 190.00' 214.89' 6" P.V.C., OR-18 * RADIUS ACHIEVED BY USE OF DmECTlON COUPLINGS. NO RADIUS PIPES OR DmECTION OF PIPE JCJNTS. PUBLIC WATER DATA TABLE I<' ~ /BEARING RADIUS* LENGTH DESCRIPTON 1 N59"27'20"E --62.60' 8" P.V.C., DR-18, HG 330 2 N6.J"#'#"E 33.57' 8" P.V.C., DR 18, HG 330 3 64.#1'10" 211.00' 238.65' 8" P.V.C., DR-18, HG 330 4 N1.03'25"W --55.11' 8" P. V.C., DR-18, HG 330 5 N46'03'25"W 31.26' 8" P. V.C., DR 18, HG 330 6 21·19•12• 189.00' 70.33' 8" P.V.C., DR-18, HG 330 7 N24.14'54"W 23.26' 8" P.V.C., DR 18, HG 330 8 N#.18'o3"W 38.00' 8" P.V.C., DR 15 HG 330 9 N43"12'44"W 37.98• 6" P. V.C., DR 15 HG 330 * RADIUS ACHIEVED BY USE OF DEFLECTlON CO/JPUN.S. NO RADIUS PIPES OR DEFZ£CTlON OF PIPE JOINTS. PUBLIC SEWER DATA TABLE RADIUS LENGTH DE:SCRIP'ilON 128.62' 8-P. V.C., C-!}(f), DR-18 2 4'15'(),f." 201.00' 14.91' 8-P. V.C., C-!}(f), DR-18 3 59"24 '41 • 201.00' 208.48' 8" P. V.C., C-!}(f), DR-18 4 N32.40'23"W 29. 15' 6-P. V.C., C 9CO, DR 18 5 N88'54'19"E 23.95' 6-P.V.C., C-!J(f), DR-18 6 N5.J"29'43"W 32.82' 8-P. V.C., C 9W, DR 18 BB&D~ SURVEYING AS-BUILT I ' "' )> 8 ln33 ~□ Jn □ ~.oc ,m~ ,D ~~ _,, 1J • • )> J!'~ z ~ i' ~ i C:,; :,! UIQ ~ gJ "'[J := mm . "' Isl CD 0 ii I I j, I \g ~ 8 I :0 il mo ~! D 0 a ITC ~~~ ,,,, ro en :;;:'--< ~-~. E: ~ z ;z~ '-'IC • C ~•Ola ;;;. g:i "'D '.i: Ol _rn . "' r~1 CD I 0 ,i I I r r . I I C D § i5 2 C s: ffl D C D § 2 G) 2 C s: IXI m Jl lo9i316 I •• 0 "Tl ...,. w l 1 . ,,- I -------!------- 8090 1799218120 I ' ' i I 160 ~ ~ ... Ir) ' I , "' V. -1---t-111t--t-t-HH---t---t--+--t-1ft++++++-+-+--l-+-H-t--+---f,-l--++-,h,,j---J-----+---l----l-----l--+--+-+--+--l--+-+-+-t-----t-+-+--+-+-+-1+--+--1--+-+e. ·~t~IS~ t '"'"-'.f •• ~"'"--1-----l--+-+-11--1--1c--1--+--+-+------+--+---l--+--1-----1---1--1--+ r--.. • I, P. V.I. 0.'£11. -11!'-' 6 ~i--t-t--+--+--t---t--t--t--+--+--+-+~ . ~-r+--+--+-+-+-+--t-l--lf--l---+--+-+--l- r---. -- 1r1H111--t--t--t--t--t----fr-t-+-+-t-t-t-H--t--+-+-+-+-++++++-+-+-+-f---;H-t-l---l----l--t---+--+-+-'k-l--+-+-+-t--l--W~it · ~ ~ , .._, ' ~-· ._,,,... · / ! ~,---,.. . / / -g,tr;J, '-"-f 1 '7, -, r. -,~ ~ / - ; L 2. ,~ •-•07.,,I • 00' i• -1---+--+-+-+-+--+-1--1--+--+--+-+ -----L. .........--r,,_~ "'...-,-,-, -·-H111--i-H---t---+--t-+-H--+--+-+---I-H--+--+-+-+--H-+--l-+-+-l--+-+-+-+-+-l-=::::t,*+-l-k ---_ 1 i._.: ~J 1 .P.1 ,_ !..,' -· ··--., --1---• ---------• -c-+----+---+/1111-t-1--t-t---t-t-t-H'--i---t--t---t-+-t--+++++-+-+--t-l-H--+-+-+-+--+-+---l-• ' ~ 1-- )'-,,._ 1,,- ~ <;: • !I) t,; i-~ v !I) !<'i- ~j; -1----+--+--+---j--l--I- ---v ~': ,_~ !,., -- ROAD '2.lA -~ (PUBLIC), WAY'" 1·-.... co I v y •L ~~ ~i ..,,,,,. ~ ;=~=~~=~=~=~=;=;=~=~fii----j-~---i---t-=-+·----t-----t--+~---~~=~=~=+=+=;=;:~~=~-=--f1 -_ -++---++---t-+--+-+---+-f--_;f--1-J ~--t-+---++--la~~,f~;-·11,;"-=-t~1=-j~)-~~~;/,-_,,,.-!'.-~,,_. __ -+'_ --=+-+---1----1--e--+--l---l---t---t---t--t--t--+--+--+-+-+-+-1--1~ ,-~-~-+-+-+-+--t-l-l---+--+--+-+-+--l----1--l-l Cll- / l-f---1--l------------+--+--~-+---l--+----1--1-------• -J--1----t-+ L,,---t---1---+-,--b_",:c• _.,.r.;...---+' ,,..-f--+-j---1--+-+-___ _ ___________ , -t-l--l--+--+-+-l---l----1---1---l--l---1-----:,1"') !,j-;:,. -1--+---+--+-1----+-----+-----+--l--JI_~,=--:+_ -_----t-,--t-i--:i--_:---_;-_-1-+---t+-----1+-=-t-=-~-=-~-~~~~~~-+.;.;-=.1-=.!-;";!lc.~:·~;-;.. t~~~~ .. ~~-;-v-=. __ --d._--1-._-:__"+_-1--_i:;;,-=.!t.,.,_.,,;,p_-t-_~~.-:...--~1-tJ~,l-'r;..II'. ! , -~> -,-, -,--+--+-+--+--+---+--1--+--1---+-l-1~ i-t!+_-_+,-____ +-_-__ +-_--+1--1_-_-+_ -__ .-+_ -__ +.-___ +_-___ +_-+-__ -.+-_-_1-__ -+ . ~~ -..: c;; .... ~ I;;:: i 140 --- -t--t--+-+-+-+-t--HH-1---+---+-+-+-+-1-+--l--1---l---l-----1--1--l--l--l--l-__)__j__"" 1~':- i ....-/ 1_.... ... ----- i -~-'---+--+-+--+----+·-----l--i--l-i/-J-H---i-f--t--t-'f-f--\-·-7"H--+-+-+-~~~4,b+ __ Y'~--l--+-+--J:vl,,1"'k'>.-k~~;:Olin>+-l--t-+-+-+--+---+--+-+--1------t----t---+-+-+-t--t--t--+---i---+-+-+-+--H-+-+-I--I ~V 1....-.: ... ,,;, .... ·: , ---t-l--l--+---t---t--+-+--+---l-+-+-+-+---1-----1----+-+--I-. I P. V.l E. er. -117.!NJ ' 1 ...... ~ --+~9---1--+---!l---f-+___,..---+ .. .A-=--+-----t-,----,---t-t-J--H----t----t---+-+-+-+-+--+--+-+---l-~-+-+-1--1-----1--l---l---1-----l-----l-+----f--/--------~----------f--+-f--1--+-- .. ..... 1----.. .,,.. ... , I ~ ..... -... V I_.... [..., -t--+--+-+-+-+--t--11----1--+--+--+-+-+-+---I--I---· ·-----· ·------+----+---l--t--+-+-+-+---1--+----l--+--I--- ' -r -+--t--+--l-+--1--1--+-+---I----- ---- FOR IAIPROVFAIENTS WITH/II EXIST. H4>'U4R OR/VE (PUBLIC) SEE CITY OF CARLSBAD OWG. NO. 484-5 120-+-H-+-+---1---+--II-H-+-+---l-++-+-+-+-+--1-+-+-t----1----l----1-----l--+---1--t---l--__j__---l--!-L-L-LI_J_Ll-L_J_ (,j qj \ CENTERLINE DATA TABLE 0 6,~NG RADIUS LENGTH 1 N24.14'54"W --106.<H' 2 21•51•45• 200.00· 76.31' -1--t--t--+-+-+-+-+, t--HH-+---+---+-+-+-+-1-+--l--f--l---1----1--1--l--l--l--l-+--H-+--------------- ' --,--+-+-+--+---+--t-1---,--+--+-+-1---- ---,-+------1-·--------1---+-+-+--+--C---+----+----+--l----+-+-+-+-+--+--+----+----+----+--+----+-- / ' ------+----1--t-+-+-+-+-+-t--H---f-+-l---l--+---I---I---I--I----I--I---I--I--I---I--I--I--L--L_J__L ------------J , 6-H----t-t---t-t------i----t---t--t---+-j-+---t--+-+-j-+---t----,f+:' -;r..1--1-----1----l--l---l--l---l--il--l_j_-i- I T • "AS BUILT" (,j qj "" ~ . LD1 1 PAI. ;VD. 15038 NOTE; (,j i.J I:: ti ,t - FOR GRAOfNG AND DRAINAGE SEE OWG. NO. 484-SF. -- -..... Lor 1 PA!. 1VD. 15038 ~ ~ J \ ti ;:; -- ::.,--' ::.,--' 3 NW06'.J9"W 100.00' 4 12'29 '46 • 200. 00' 46.32' 5 NJJ"36'5.J"W 7J.OO' PUBLIC WATER DATA TABLE c-6. /BE'ARfNG RADIUS :tr LENGTH OESCRIPTlON 1 N24.14'54"W 106.<H' 8" P.V.C., OR 18, HG JJO 2 21·51•45• 189.00' 72.12' 8" P.V.C., OR-18, HG-JJO 3 NW06'J9"W 100.00' 8" P.V.C., OR 18, HG JJO 4 12°29'46" 211.00' 46.02' 8" P. V.C .. OR 18, HG JJO 5 NJJ"36'5.J"W 37.40' 8" P. V.C., OR 18, HG JJO :tr RADIUS ACHIEl/£0 BY //SE OF OUl.ECTION COI/PUNGS. NO RADIUS PIPES OR OUl.ECTTON OF PIPE JOINTS. PROPOSED £,4S£Al£NT NOTES [I) PROPOSED 54' PRIVATE STREET, G£N£RAl VTIUTY, ANO PUBLIC ACCESS E'ASOIENT TO THE CITY OF CARLSBAD PER PAI 15-1J. @ PROPOSED PUBLIC G£N£RAL IITlUTY ANO ACCB'S; PEDESTRIAN TRAIL EASEAIENT TO THE CITY OF CARLSBAD PER PAI 15-13. EXISTING £AS£Al£NT NOTES [TI EXIST. 60' SEWER EASEAl£NT GRAN7EO TO THE CITY OF OCEANSIDE PER DOCUMENT NO. ___ . BB&D~ PLANNING ENGINEERIN3 SB90 Ruffin Road, Suite 1 20 San Diego, Ca. 92123 958 580-1141 El58-5BO-B1 57' Fex ~ARK~~ SURVEYING DATE i-----t---+---------+-----1-+--__J__-I~ CITY OF CARLSBAD ~ LU ENGINEERING DEPARTMENT ~ t---t------t----------------li---l----1-----1----~ lllPROVEIIENT PI.UIS J'OR: OUAHHY CH££K Cl1Y BENCHMARK: PRIVATE ACCESS ROA[) PUBLIC UTIUlY. IMP.ROVEMENTS DESCRIPTION: CLSB-088 2• IRON PIPE W/DISK MARKED ., s: 6. • i-------t-------1r---------------l------+-----+---l------l APPROVED:./, • JASO! S. GELDERT L. • 215 -, ,. A {, ---::--:-==--':"::--::-::---::-c---:-------; n,t, l'f~" I 2,o/ REVIEVED BY• LOCATION: IN TOP OF CUT SLOPE 50• NORTH OF CARLSBAD '"lY ENGIN"'°' PE ,,.,,, . GRAPHIC SCALI VILLAGE DR .• 0.1 Ml EAST OF PONTIAC OR. ~,.:c.z .. ,G.ziMO.t---;A".P.;,. -r.A"S~-8 ... /Jc;-;l--;-L..-r-----------+-----l---l-----+------1 = 63912 EXPIRES 9~ 16 D 811 'lZ,_ f -x::e:::== ,l-9-'J.QM REOOWJ FROM: ----=R.=----=.o=----=.s::--. -17.=-c'2c'c71-----~~-='------DAlE INITIAL DAlE INITIAL DAlE NTIAL D'MII BY: u I PRo.£CT NO. DRAWING NO. /4.,, -h;;__ 1-28·20 P.E.iB547 E~ DATE IN REVISION DESCRIPTION CHRVWOKD BBYY:: Sc. 'i'S 15-1 :r ioi_5G 1 SPECTOR DATE 20 0 20 40 60 El£VA110N: 317.176 M.S.L. DATUM: N.C,V.0. 1929 ENGINEER CF~ 011D M'flfl.(NAL OlY N'PROVAL _ ""• -7 .-o• _..--, ----------~....i....;;;...__;..___;;;..~~:...__------:::::..-=~::.=~~~~~~~~~~~~~~gJ I _ ____ ___ _ AS-B''-' 111· .. -l. ------__ -_ ----_------------,---···-----·----· u,,._ \ ' - If! 8 I ~" ii~§ ,1 ~ - ~I D ~ ~I~ 3! i:I • '! t ~ ~! --! !i z ., C ~! ~ -1 wi ~! ~ ~• m. 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't,~~ t--t-,·---, -1------i-··-·· -f-----~-1 104.8, .r.s.. I 1 ---·-,--\------d=--------+--------~~---ti;:.~•·..., ' I ' ' J ' I ' ~ --·-··-·-··---··--:J..~~-~~----:-~~~~==-~;.!,) --+-I--/· ! ! I ! +-I i i -'--1--,JfO'l-';Jf}.~OOJ,---,0.-00•-7. : ' i/1 . ------. I ~-+----+ I ; I I I I ' ' ' '' ...._ I , --+-+---+--'-+-I • 10+44.06. S.M.H. NO: 1 ------· ---· ==== r-1 i i I ' -r--------· --·-"--,-----, ' --=1rO~,llJ.,flORl .----e£NO~-I -' ~ WITH CONCRETE COLLAR _.c,..,-"'< · · · ~-:: . ' ' --' ---+--~ ~OT,. ~r.P,-. ' . +--' -'----·--· · · -· · i ···--i' PERt:::£:r-... c'. --·. , . --. 'A{JL·E· POSTS.. hYD.) i j . i 9f.,1•6·'9 .. /.~. · ' O(JT, . , , , ~ .. I J_;._to+.,f._4· .. · . , 1,1.H. ... -.. No .. i. 1 '. w _ d:::::~~ , -,, I,' ,, . r -r-9ft:89-f.!£.°'{!N)-_ __,__, +-----'----------7-7105,-5~-Rflir ! , 1o-r-_5t.7o. 2;;~:·;r, -~,, \ 1, =VE~N~:f}p ~ CONNECT 1 : -!--[ ! ·--' 1 ----. . 1 , . . . i • >!-10+ i: -~~ · io.foo'. Li 6" iRE~lAM;o ,--r r· , TO EXIST. 6 RECl.AHilE:O WATER ----, ----· ----.·-"-.. -f)-.. -1 -I·· 7 ·-· ·w. --,, .• ,,,...,,.,.,.,,.,-~,,•-,,--n--o··c-r. c;"X/S,. HEAOWAlL PER !11lf!!. · , 1 . I I ! .i.; ;{i (:,, , , "' , ""'-'-'-'~•"I" .. , n.,u.r.,c.,, o,+t;. NO. 484-5A ~ \ \ ' i I -. ----2 t'i . ~ -••~:J;. -' , f---~ -'f-P.c-24,_.__~--',Dl?A/N-' ::I , , , , . , , vi~"' , , , I r , ' I I ' ' -i --+----HH-+---9'! ! ~ ::,,,:: • ' ' ' -+---+--+------+-+---+---10+49_>16; PU{JL/C 8' P.,V..C. \\ \. ' . 1---\1 \ , • . -·· .... -1-1---I~ ------+-·•+---1-------,-~-~ ;_,l~~~ __ rl . ___ ! J _ , ___ ____,----,____, __ , -· ·-··-·----SE:WER CROSS/NC 24 H.0.P.E. \ i ";--1\ '. 10_+43.48, 10:00 LT., PUBLIC 6_ F'.V.C. -· , i ! ', j , '"'ir,, i · ~I , 1 ! I I I i , i j STORt/1 DRAIN ', ' .. ' ~ ;, \. '. R£C,.'I.AMl£0. WAm?, 7" BENO WITH SER, . .YES.' ' OF 2 H.O.C. i-----,----,---I --------t-----t-.·.EB s:--• .. --1.1 .... ·--, .. ---· --1 .. ··· --,---,·-··11r---+---·------• I , , 11-/--1~~ \ {4. 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V.C., OR-18, H(J .JJO , 2 N7.J"07'34"E: --39.92' 8" W.S.P., HG 330 3 N7.J"07'J4"E: --6.73' 8" P.V.C., OR 18, H(J .JJO A . . SB&D~ PLANNING ENGINEERING SURVEYING 3l3EICJ Ruffin Road, Suite 'l 20 San Diego, Ca. 92123 B58-5BD---1141 1358-580-9157 FB)'I; t---t--+-------------+---+----+---l----1 ~ CITErGINirNG ~~~~Af) ~ DolPROVEMENT PLANS FOR: OUARRY CREEK PRIVATE ACCESS RONJ CITY BENCHMARK: PUBLIC UTlUTY.JMPRnVEMENTS DESCRIPTION: -~"'"~s:~-62=088~15~•-2_· _,RON __ ""_'PE~W.-'/OISK~~MARl<EO~----r'~•22a•~·(!'lD~~,1~.I'.~-=PA~S=·•~u~l;L~T~~~~~~~~~c==~===t==~'iliit~~ APPROVED: /' I fl A .' ... ~. l', JASON;pS-. R'T 1-3/27/17 A.P. It\ T111S SHEET REPLACES SHEET 10 I\PPROVED f.l~/1~ ,, I. )', , • , • LOCATION: IN TOP OF Cl.IT SI.OPf 5(2' NORTH OF C'ARI.SSAb t---Jr---+--:ON;;;:;-:A;:;Uc';GU:::S'::T:::lE.~Z01~6 --:-::::-::=-:==-:----+--l---+~'•-+----I CITY ENGIN=>/ PE 63912 EXPIRES 9/30/16 D Vl£LA()£ DR.. 0.1 Ml. £AST OF PONTIAC OR. 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