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HomeMy WebLinkAboutDWG 495-9; CT 14-06; AFTON WAY; 01-04GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL 07HER PLANS PRE\/IOUSLY APPROVED BY 7HE CITY OF CARLSBAD REGARDING IMPRO\/EMENTS SHOWN ON THIS SET OF PLANS. 2. APPRO\/AL OF THIS PLAN DOES NOT LESSEN OR WAI\/£ ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPRO\/AL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS 7HEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL RE\/ISE 7HESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO 7HE 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 CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. 7'r!E INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF 7'r!ESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO 7HESE PLANS WITHOUT 7HE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN 7HE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF 7HE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF 7HE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE W/7HIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO 7HE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT($) SHALL BE IMMEDIATELY SUBMITTED TO 7HE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. 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 SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS 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 DAYS LATER. 14. 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, STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARD$ £STAB/ ISHW BY THF CONSTRUCTION SAFETY ORDERS TIT/ E 8 CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS FXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATION$ W/11 CEASE /MMED/A TEI )'. AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON 7'r!E SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL 8£ LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND 6: 00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 7HE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED W/7HOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO 7HE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFIC/ENTL Y AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCT/ON PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT W/7H THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTTON NEAR THEIR FAG/LIT/ES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)411-7343 AT&T (800)892-0123 TIME WARNER CABLE (760)438-7741 COX COMMUN/CATIONS (619)262-1122 CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980 'CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722 • AS APPROPRIATE 23. IN ACCORDANCE THE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTE DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS /-/AVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF TH£ STA TE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BU/Lr' PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL 8£ INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADM/NISTRA TIVE CODE. 6. STREET TREES SHALL BE INSTALLED PER SECTION VI OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIM/7S OF WORK OF THIS PLAN PER SDRS DWG M/9. 8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL 8£ PROVIDED TO THE CITY ENGINEERING INSPECTOR. 10. STREET LIGHTS S/-IALL BE 5,500 LUMEN (40 WA TT) OR 13,700 PUPIL LUMEN (100 WA TT) HIGH EFFICIENCY INDUCTION LIGHTS. SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LATEST EDITION), VOLUME /- GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAWINGS AND NOTES AND THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST EDITION (GREEN BOOK). 2. BEFORE ANY CONNECTION TO THE CITY'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE CITY. IT MUST BE SIGNED AND APPROVED BY THE CITY ENGINEER AND SUPERINTENDENT 3. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIG/-IT OF WAY PERMIT SHALL BE REQUIRED. WATER NOTES 1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST EDITION) VOLUMES 2 & 3. 2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECT/ON DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -· TELEPHONE NO. (760)438-3891. 4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER UN£ EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CA THOD/C PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, 7HE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIR£ MARSHAL. 7. ALL POTABLE WATER SERVICES SHALL 8£ 1" AND ALL METERS SHALL BE I" (UNLESS OTHERWISE NOTED ON PLANS). 8. ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE AS MANUF ACTIJRED BY ARMORCAST OR EQUAL. 9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALS SHALL BE 10 FEET. 10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 11. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES. 12. AXIAL DEFLECTION AT 7'r!E PIPE JOINTS IS NOT ALLOWED. THE USE OF A HIGH- DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR C900. 13. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 14. NO CUTTING OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR SHALL REMOVE ACP TO NEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS AND THE NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE TEE AT 7HE STATION. 15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACE WITH 2-/NCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE TO ENTER VAL \le STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VALVE NUT OPERATION. RUN TRACER WIRE CONTINUOUSLY ALONG PIPE AND TERM/NA TE IN ADJACENT VALVE BOXES FOR BURIED ASSEMBLIES OR BURIED VALVES. WHERE BURIED SPLICES OCCUR, USE AN ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 24 INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE l.OCA TING EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCA TFD USING THE TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE DURING INSTALLATION AND BACKFILL/NG. WIRE IN.SULA TION THAT IS BROKEN, CUT, OR DAMAGED SHALL BE REPLACED. TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR WEIGHT POLYETHYLENE (HMW/PE) /NSULA TION SPECIF/CALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVE 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 DAMAGED WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. SIGNING AND STRIPING NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFr/C CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA), CALTRANS STANDARD SPECIFICATIONS (JULY 2006 OR LA TEST VERSION THEREOF), THtSE PLANS AND THE SPECIAL PROVISIONS. .3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEV/AT/ON FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CA T/ONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULA TEO LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PRO,JECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO /NSTALLA TION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LE'GENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OFTHE CALTRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONlROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION1, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. 15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING w,m BREAKAWAY 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 REMOVED 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 SPECIF/CALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. 19. (IF NECESSARY) WHERE R4-7 SIGN AND OMl-3 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND THE OMl-3 OBJECT MARKER SHALL BE 12"X12" SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY AERIAL SURVEY METHODS FROM INFORMATION GATHERED ON JUNE 4 20 -1.L BY l'il AND A[RJAI SURVEYS INC TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCA TEO WITHIN ASSESSORS PARCEL NUMBER(S) 167-531-45 167-250-06 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 6?32263 E 2007787 BENCH MARK THE BENCHMARK FOR THIS SURVEY IS THE CITY OF CARLSBAD SURVEY CONTROL POINT #122, AS SHOWN ON RECORD OF SURVEY 17271. A 2.5-INCH BRASS DISC IN THE NORTHWESTERLY TOP OF CURB OF CARLSBAD VILLAGE DRIVE, 680-FEET MOR£ OR LESS NORTHEASTERLY FROM PIO PICO DRIVE. ELEVATION ~ 127.190' NGVD 29 REFERENCE DRAWINGS DWG'S 252-6, 254-2, 254-2A, 495-9A BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, NAD 83 (CCS83) [EPOCH 1991.35]. ZONE 6, AS DETERMINED LOCALLY BY A LINE BETWEEN flRST ORDER CONTROL STATIONS 122 ANO 124 BEING A GRID BEARING OF N_ 88"52'20" WAS DERIVED FROM GEODETIC VALUES SHOWN ON RECORD OF SURVEY 17271 (CITY OF CARLSBAD SURVEY CONTROL), FILED ON FEBRUARY 08, 2002 AS FILE NUMBER 2002-0112862 IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEflNED 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 AND SPECIF/CA T/ONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: RHA /Nf:. ADDRESS: 5115 A VEN/DA ENCINAS. SUITE I CITY, ST.: CARLSBAD ::[PHONE: ~60/0C?O RONALD L. HOLLloWA Y R.C.E. N0.: _ _,,0=007'-''1 __________ _ REGISTRATION EXP/RATION DA TE: J/JI 12017 b~A,lnc. ](,Jn,CJI 1pk1nn[ng, clvll enginei1erlng,, 1;uiv,:eylu1g 5115 /\\/ENID/\ ENCl~li\'3 CARLSBAD, CA 92008-4387 (760) 9.31-8700 DATE: __ f_-_0_9-_J_1 ___ _ PACIFIC OCEAN VICINITY MAP CITY OF ENCINITAS SHEET INDEX 1 TITLE / COVER SHEET 2 KEY MAP &: DFTAILS 3 AFTON WAY 4 STORM DRAIN DEVELOPER PRESIDIO PEBBLE CREEK CARLSBAD 8, LLC 301 W. 28TH STREET. SUITE A NA T!ONAL CITY, CA 97 950 PHONE: (619) 818-3584 LOT LIVING AREA* 1 3,826' SF 2 3,867 SF 3 2,934 SF 4 2,941 SF 5 3,826 SF 6 3,867 SF 7 3,489 SF 8 2,934 SF • PROPOSED LIVING AREAS ARE PER BUILDING PLANS. CONSTRUCTION IS TYPE 58. BUILDINGS ARE SPRINKLERED. TOTAL DISTURBED AREA = ,3 .37 ACRES (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF- S/TE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DIST/JRBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS, AND SLOPE KEYWAYS) TOTAL REPLACED IMPERVIOUS AREA = 0.29 ACRES TOTAL PROPOSED IMPERVIOUS AREA -1 26 ACRES WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY 7'r!E CITY ENGINEER. CARLSBAD MUNICIPAL COD£ CITY OF CARLSBAD ENGINEERING STANDARDS THIS SET OF PLANS 1. 2. 3. 4. .5. RESOLUTION NO. 7122 DA TED ~94 /~?.,_/~15~----- THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK). 6. 7. SOILS REPORT AND RECOMMENDATIONS BY: I fl(;HTON & A ,SOC/A TES INC DATED 9/24/14 ' ' THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA TED --1",,,'-"-1 , ____ _ 8. 9. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY -~BH~A~~--- DA TED 7 /07 /16 WDID NO. 9 -37 C377340 , SW NO. 16-?6 70. STORM WATER QUALITY MANAGEMENT PLAN PREPARED BY~B~HA_,._1-NC-'. ___ _ DATED B/24/16 , SWQMP NO. 16-26 11. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCT/ON SITE BMP MANUAL. LEGEND DESCRIPTION DWG. NO._ PROPERTY LINE 5" PCC OVER 6" BASE (STREET PAVING) 4" PCC SIDEWALK 4" AC OVER 5" AB (MA/NT ROAD) 4" AC OVER 6" AB (DRIVEWA Y.S) SAWCUT/OVERLAY CCSD GS-26 SYMBOL_ ! I 6" CURB & GUTTER (G-2) RESIDENTIAL PCC DRIVEWAY 12" HDPE STORM DRAIN SDRSD G-14B IY ' :- 78" HDPE STORM DRAIN 78" RCP STORM DRAIN TYPE A-4 CLEAN OUT SDRSD D-D9 ~ TYPE F CATCH BASIN SDRSD D--07 ID! TYPE G-7 CA TCH BASIN TYPE B CURB INLET L TYPE HEADWALL RIP-RAP SDRSD D-08 SDRSD D-D2 SDRSD D-36 SDRSD 0-40 [g] 6dfil _c_····~ ~AQ PROPOSED LIGHT (PUBLIC) (40 WATT) SDRSD E-7, E-2 ~ PROPOSED EASEMENT EXIST/NC EASEMENT (PLOTTABLE) EXISTING CONTOURS FINISHED GROUND CONTOURS EXISTING STREET LIGHT (PUBLIC) EXISTING FIRE HYDRANT (PUBLIC) CMWD W-12 8" PVC WATERLINE 8" STEEL WATERLINE 8" PVC SEWERLINE 2" M.A.R. CMWD W-6 4" SAN/ TAR Y SEWER LATERAL CCSD S-7 1" WATER SERVICE LATERAL/METER CMWD W-3A WITH FIRE SPRINKLER FIRE HYDRANT (PUBLIC) 4" PVC SIDEWALK UNDERDRAIN SEWER MANHOLE PVC LINED SEWER MANHOLE AC SPILLWAY CMWD W-12 SDRSD D-27 CCSD S-1 CC.SD S-IA SDRSD D-22 III -~100 ~- 0--------(\r n ' v "'f ·-() C\ ',J ',J " ., ■ ® @-o-- +-I -·-0-- --0--- ::> ~ QUANTITY 10,480 SF 1,726 SF 1,782 SF 14,545 SF 564 SF 468 LF 1,408 SF - 2 EA 2 EA 2 EA 2 EA 1 EA 145 LF 47 LF 764 LF 1 EA 8 EA 8 EA 1 EA 2 EA 7 EA ALL STANDARD DRAWINGS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS (SOR.SD) UNLESS NOTED OT/-IERWISE: ' CITY OF CARLSBAD STANDARD ** CARLSBAD MUINICIPAL WATER DISTRICT STANDARD DRAWING *** SDRSD AS MODIFIED BY CITY OF CARLSBAD CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMENTS NO. OF F.H.(S)_._I F.FLOW 2,350 G.P.M. OUT OF __LF.H.(S). BLDG. SPRINKLED~~-·/,F.FLOW J.QOQ.G.P .. M. / !JvJ,li. 105," 2./1 i 17 FIRE MARSHAL ~/ °DATE REV!EvJED BY• atr·~-- INSPECTOR DATE DATE f---f----+--------------1----+--+---+-----t I SHE1ET I CITY OF CAR LS BAD I SH4EETS I ::=::::::::::'...'==::::::E::N::Gl::N:::EE::R::IN=G::::::D::E=P::AR=T::M::E::N::T==::'....':::=::::::~ IMPROVEMENT PLANS FOR: AFTONWAY TITLE SHhrJT _,, HUD 14-05, PUD 14-09 APPROVED: / / I) ,A 1 JASON S./,GELDERT //,;;4.,-,A l ' 1/l 3 tl?bJ']- CITY ENGINElil'-1 RCE 63912 EXPIRES 9 /30 /18 1 'DATE t-,--,---c.t--.c~+,,--=,--=.,..,-,......,-cc-----------+---+----i---t-----t ;;;=.::=~=~;==:;°;========'=;-;.=-=-=-=-=-=-=~~ !i-lP-l'f ~-It /1\ /!&-1301 l,~ OWN BY: AV PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ;S'c. REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: D(IL CT 14-0B 495-9 ENGINEER OF WORK ~ ~ n 0 -u ?iltl □o ej C l'fls ~ CD ., " . ~ ~z z~ C SI ~o ~" U) fTl 81 s Wz z m '" ~ ' .. I ' I o! ' ' :a ~ 2 Gl 2 C s: [D m :a Cl :a i 2 Gl 2 C s: [D m :a 0 :a l> ~- 2 Gl 2 C: s: [D m :a 0 OE ~~ 0 ~ """ ,1::1,,2 ~~ ~ / OUTLET SD UN E 12" Bl ti <'i C) c:, <'i ' INLET . . . ' . ' ', /8" SD LINE B 16-9/16" ' ---w s 2.00' I 1. ·-, - -I .i V -I -- .- -I o--3:( + 3 2.00' 0.50' I . ---~ . <:, "' c5 . 1.......a B PLANVJEW . -' ._. . . · . . i . PROJECT BOUNDARY WATER SEWER EASEMENT STORM DRAIN FIRE HYDRANT STREET LIGHT STREET NAME SIGN LOT NUMBER 80' OU SD TLET 12" LINE B2 , A j .. . . . KEYMAP o' so' SCALE: 1" ~ 80' .. · -· ., " 4.00' 4-7/16" 2.00' ?,00' 217,69 I TOP WEIR . II' .. / .. ·-. '' .... " --~ ~ 0::lt'••··· GJ .· ,,. .• :-~· :-. -----,~ // / / / / / •,, / •• / \ ..... , ·•.,/ '·, / 160' 240' 5' 9" 4'-.J" 9" 6" 2' 1' 4'-10" -- C ""Ill 215.67 . . . . . . -. 212.0 4 . 0 . • ' 4 ... -4 . 0 . . 214.67 . ' ' . . . . . . . . ' . ,, 12" 1-/DPE --, 0 ' " r~ . . . ' ;f .. . ' "' ., ' . ' ' " >..__, • 212.50 TP . ' • ' ' ,I ' ' . , ' . • .. , ., ' ,, 272.50 IE OUT • 1 . ,I ' . • . . ' . ' ~ . . "" ' -'l· . I. . " . ,I 4 ' . . 0 TF . -. •-. ' ,, "' d • • . • ------- • CJ "'· . • ,, <o . ~. . . . .. ~· ' . . • f ' 4 . . • ·l . cl ~ . '<> ' . _, • " .. ,1 ' . . 4 ~--- 7'" ?1" -g" -i2-L c..,,,. 2' ELEVATION SECTIO1V C-C ' " . TYPE B Bf/OW DITC!-1 ~ PEFI SORSD 0-15 5107 ORIFICE TO ALLOW---.., 100 YR PREDFVCLOPMENT ',\ now \ 7 8" ENGINEERED --., \,._ . SOIL MIX ,, 1' V2 STORAGE LAYER --, '· (2"-PEA GRAVEL OVER ·--., I0"--3/4" CRUSHED ROCK) 2125' 6" PERFORATED PVC -"--;-U.i.ND7<EcaR"DecRiTAl.cNc"P~/P"E~--,, .. ..,._ PLACE PIPE WITH PERFORA T/ONS AT THE INVERT BW 210'~ 'FW 220' DEEP ROOTED, DENS£, DROUGHT __ 2>TOLERANT PLANTING 5UITABLE --~ _,.--FOR'WEU D/?AINED SOIL '\ TW 275' BASIN 1 TYPE G-1 CATC!-1 BAS1N WITH GF/ATED INLFT FOR POST DEVFLOPMENT !OOYR FLOW 214.25 RIM ~ IJ) BASIN "-2~ <:'-.j NOT TO SCALt 10' 0,5' 5' 7 2.!!.---~aa--2 . A.?!.. .... ,. . 56' & VARIES 28' q_ 78' ' VARIES VARIES ' 4.5' ' PROP. CURB PROPOSED 5' ' ' SIDEWALK VARIES VARIES {TYP) 10' 4,5' 5' NORTH R/W -r 0.5' & GUTTER~ V t:12' .\ s 27. .:E.. / . ,., 2% ,\ -. ~~-:-~ ' . . . . '• -" :" . I • / / / / / / / / / / / ·,,·'W'·/; 1.-_, ' V i J C::.:ROPOSED PROP 0 PROP PCC PVMT -6 CURB AT 8" WATER__/ J) 0 BACK OF WALK PROP 8" S'EWER_/ "----· PROP 18" PUBLIC (TYP) SOUT!-1 EXIST. R/W 1' 6' 4 c' ·" __ E_/ TYPICAL SEC1TON STORM DRAIN Af7VNJ,½4Y NOT TO SCALE 40' 22' q_ 18' //j' 16' EXISTING 4' EXIST. CURB--, WIDE SIDEWALK & GUTTER ~ 1 o· I 9' 27. I NORT/1 EXIST. R/W 2' - SUMMARY OF DEVELOPED DUAL PURPOSE IMP SUMMARY OF BIOFILTRATION BASIN RISER DETAILS '"'..., ~ ?-__5:IT· · · ·· ·· '-:-c:-r -----= r-z .zf 27 --~-= ---,c ,)::r / 1, . ,,..7 T2 TL£~ . c.?.:z z~, .. ,1 EXIST. CURB E :z:'r ~ i '--/"" =z'± -ZI & GUTTER ....0 • SURFACE LOWER BMP AREA GRAVEL AMENDED BIOFIL TRA TION DEPTH, DEPTH {FT) ORIFICE {IN) IMP (<;F) (1) (IN) (2) SOIL (IN) (J) (4) BASIN I 1,805 12 18 12, JO 1.25 BASIN 2 485 12 18 12, JO 1.25 NOTES: (1) AREA OF AMENDED SOIL AREA EQUAL TO AREA OF GRAVEL (2) ,GRAVEL DEPTH NEEDED TO COMPLY WITH HYDROMODIFICA 770N CONDI 7/0NS. (3) FIRST NUMBER IS THE SURFACE DEPT!-/ OF THE BMP UP TO THE SLOT INVERT, SECOND NUMBER IS THE TOTAL SURFACE DEPTH FROM BOT10M OF SURFACE POND TO TOP OF POND WALL { 4) DIAMETER OF ORIFICE IN GRAVEL LAYER WITH INVERT AT BOTTOM OF LAYER; TIED WIT// HYDROMOD MIN TIIRESHOLD (10ZQ2). HMP SLOT DIMENSIONS SlOT WEIR LENG TH, INVERT DETENTION BSlOT ELEVATION INVERT ELEVATION BASIN H {IN) (IN) (IN) {7) (2) BASIN 1 J 24 12 8' @ 1. 75' ELEV. BASIN 2 J 24 12 8' @ 1.75' ELEV. NOTES: (1) ALL ELEVA 7/0NS MEASURED FROM THE BOTTOM OF Tl-IE SURFACE BASIN. (2) ASSUMED J' X J' BOX RISER WITH INTERNAL 2' X 2' OPENING (8 FEET INTERNAL PERIMETER). EXIST. R/W 42' EX. 8" WATER___...----O t] EXISTING \ AC PVMT EX 8" SEWER ~ , "-.....__ EX. 18" STORM DRAIN . TYPICAL SECTION (EXISTING) ,4.FTON J,J!AY NOT TO SCALE {DWG 254-2) 42' EXIST. R/W -POL YEHIYLFNF CASJNC INSUL;J TORS SPA CFO @ JO" 0. C 4.5' 5.5' 32' 32' l ,---E-XI_S_77_N_G __________ ~,~----------E-X-1S_77_N_G_\ __ , 5' 5' DETAIL STORM DRAIN CASING . NOT ID SCALF ,. . . . --,, . . . ' --\ 12" 1-/DPE ~" ; -!~ .-... " ...-, ~ /2" f/OPF STORM DRAIN @BLLL '•· CURB & , CURB & ••..,___ GUTTER E ---I ------~ GUTTER -,.-, _L7" .L-' --/ -ZJ £7 --_:,_· T77 Ex)ST,/NG __;. ---= ;:;. F zzz_TZT-Z 7.r zz-.CZ-/ Z7 Z7\ ------ SIDEWALK ..LJ -.. - EXISTING AC PVMT TYPJCA_L SECTION -EXIS77NG 10' MAINTENANCE ROAD PL 5' C'ARLSBAD VILLAGE DR. AC PVMT NOT TO SCALE {DWG 252-6) EXISTING GROUND "-PROP. AC PVMT 11 AS SECTION· 'M-M' BUIL T11 'EXIS77NG SIDEWALK s-10-,q 71• 9" 71" 2 ,2.. tL-\W kJAJNTb'NANCE ROAD !$,~ _lf{l,]l' EXP. -~-::_~_l_:-;)-j DATE -NOT TO SCALE 2' - REVIE\./ED BY, &'('~ ._ __ s-£2,/ !"I J I INSPECTOR DATE "' "' H . ..t2:J: : .. t, SUJfE· ·. -----> . • ---MODIFIED TYPE ''L"HEADWALLDETAL[ I SH2T I CITY OF CARLSBAD I SH4TS I -. ...• !NI ' -?15.JJ IE 215. 19 IE OPENING 215.00 IE OUT SECTION A-A SECTJONB-B MODIFIEDTYPEA-4CLEANOUTDETAIL NOT TO SCALE --NOT TO SCALE 5115 AVHIID~, ENCl~iAS SUITE "L" Ct,RLSBAD, CA. 92008-4.387 (760) 931-8700 5-10-11 jQ 1-1 11\ A~-SU I l,TI DATE INITIAL ENGINEER OF WORK REVISION ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: AFTONWAY KEY MAP & D.ETAII4S' HUD 14-05, PUD 14-09 APPROVED: II 1/Jt#Jt JASON S/; %LDERT 3 , zot+ CITY ENGINEFR/ RCF 63912 EXPIRES 9 /.30 /18 l 7DATE , DWN BY: "" PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: ,$;:._ DESCRIPTION QE~ CT 14-06 495-9 OTHER APPROVAL CITY APPROVAL RVWD BY: . ' ' ' ' I 'ii' 1 1 ,I I iii 0 ll ~ 2 Gl 2 C s: OJ m ll 0 ll ~ 2 G) 2' C s: f;l ll ()30917 CJ :0 i 2 G) 2 C s: OJ m ll N~ 0~ -t, Gl ~~ u,s: I OJ (Om ll .,.. __ _ ' "' Cl ---~------~V) -. (.) (.) LOT 6 3+86.51 .3+57.60 CL 16' DRWY SEWER LATERAL LOT 6 3+55.38 3" PVC UNDERDRAIN PER SDRSD D-27, 241.18 FL 3+53.53 SEWER LATERAL LOT 5 3+45.28 CL 16' DRWY 3+32.23 __.- WATER LA TERAL 3+31.08 3' PVC UNDERDRAIN PER SDRSD D-27, 239.91 FL LOT 5 3+24.72 FIRE HYDRANT LVC: 80.00 SEE PROFILE DECJJ,!L FOR STEEL- WA 7ER LINE DIP SECTION THl5 SHEET 113.38 LF 8'' PVC SDR2 PROFILE:AFTONWAY P 17 I ~ Ile LOT 4 ·-J ii' ~ '( _, I+(, 5'. '5'( -230 220- 10' r-EXiST: PA 'v'EMENT / O\IER AFTON WAY CL ·-.,/ @ 15.00¾ t' MIN. CLEAR. _ _; 18 19 LOT 8 (CUL-DE-SAC PER GS-4) ',...,.., ,...,,..,, ,•,L.V,VV PVi STA: 2+.J0.00 -Pv'l ELEV; 232.40 ...... -220 -210 L-------- b~A,lnc. J EXIST. GROUND-., OVER 6" CURB \ . ........ \;- ___ "\ __ 220-· 210- LVC: 160. 00 P,1 E/_E'v'.· 246.24 PROFILE: 1CUL-DE-SAC 4+00(CDS) -220 -210 ID. PROFILE: WATERLINE -200 WATERLINE DIP @ 10.00' RT PER CMWD DWG W34 952 -240 -230 -230 -220 -220 210- .200--200 PROFILE: STORM DRAIN "C" (PUBLIC) SCALES: HORIZONTAL: 1"=20' VERTICAL: 1"=8' 20 WATERLINE DA'T'A TABLE CURB DATA 7'ABLH NO. LENGTH BEARING-DELTA RADIUS REMARKS NO. LENGTH BEARING-DEL TA RADIUS REMARKS <D 51.91' N24'40'23"W -8" DR18 PVC [iJ 50.02' N71"40'21"W -6" C & G PER G-2 ® 93.10' 39"30'49" 135.00' 8" DR18 PVC 0 21. 79' N71 "32'21 "W -6" C & G PER G-2 (j) 14.39' 6"06'25" 135.00' 8" STEEL PIPE ~ 134.83' .35"26'15" 218.00' 6" C & G PER G-2 © 26.25' N70"17' 37"W -8" STEEL PIPE II) 140.32' 191 ·25' 42" 42.00' 6" C & G PER G-2 SEWER DATA TABLE lfil 54.24' S24"40'23"E -6" C & G PER G-2 @] 55.79' .31"58'04" 100.00' 6" C & G PER G-2 NO. LENGTH BEARING-DEL TA RADIUS REMARKS <i> [fl 3.14' S56",38'27"E -6" C & G PER G-2 20.38' N70"17'21 "W -8" PVC SDR26 <p 61.96' N55"39'19"W -8" PVC SDR26 q> 81.47' N 28"21' 13"W -8" PVC SDR26 CENTERLLNEDATA TABLE / V v-STORM DR,4LN DATA TABLE~ V NO. LENGTH BEARING-DEL TA RADIUS REMARKS J (j) 213.08' N70"17'37"W - NO. LENGTH BEARING-DELTA RADIUS REMARKS ---------- .. ® 99.53' 45"37'14" 125.00' 11 ~ ' "2:-J1.'1fr-W---•' _,, --, -~ --' -}@ 23.57' N24"40'23"W - -.r -- / ~\ CONSTRUCTION NOTE: '' AS BUILT" WATER/SEWER LATERAL, FIRE HYDRANT, STREET LIGHT, AND <TL 1Uv DRIVEWAY STATIONS REFER TO LOCATION PERPENDICULAR 5-10-It/ __ __,/ TO CURB FACE CUL-DE-SAC (CDS) ALIGNMENT ~ 2,!j'.1,:1 I EXP. ,. '?l-,-.I DATE 20· 40' 60' SCAL E: ·1" ~ 20' REVIE:"7~ M -5°/z,/1, INSPECTOR ---rDATE I SH3T I CITY OF' CARLSBAD I SH4TS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: .AFTON WAY /1 ' HUD 14-05, PUD 14-09 land (t>jonnlu=ngo dVU1 $rt-;Q)irte-®u·lng., tulrv~y\ng1 -----APPROVED: // v-r:t,;r JASON S/,/2iLDERT / 3 I Zb/7 ' --__ 5·115 f\ tnJIDA ENCINAS SUITE "L" CARLSBAD, CA. 92008-4387 (760) 9.31-8700 ''5-10~1~ RH DAlE INlllAL ENGINEER OF WORK . --.. II\ 1-,$• RII I I, n, DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CITY FNGINEFa RCE 63912 EXPIRES 9/30/18 ' 'DATE DWN BY: Av I PROJECT NO. J DRAWING NO. CHKD BY: >C CT 14-06 495-9 RVWD BY: lli', ~. 0 :0 i 2 ,G) 2 C: ~ to m :0 al ?; ~ 2 (iJ 2 .c: ~ OJ m :0 CJ I 2 (iJ 2 C: ~ OJ m :a 220- 210- _.,..,,,,,,.----EXIST. GROUND ···--.()YER SO CL Ql'OO•= 1.12 CFS \l/00= .3.45 f"PS PROFILE: STORM DRAilV ''B-2" 1+00 2+00 -260 230- -250 220- ... 210- 3+00 4+0 952 PROFILE: ST.ORMDRAIN''B" 20 -210 _9.00 LF 18" RCP @ 25.00% Q/00= 1.46 CFS \/100= 14.61 FPS -:--J -200 "·\ ''-EXIST. 18" RCP PER DWG. 254-2 40' ** WATER TIGHT JOINTS 60' 230- 210- c:, <.., -230 -220 -210 PROFILE: STORM DRAIN ''B-1" ** WA /ER TIGHT JOINTS PROFILE: CARLSBAD VILLAGE DR. SCALES: HORIZONTAL: 1"=20' VERTICAL: 1"=8' STORM DRALN DA TA TABLE NO. LENGTH BEARING-DEL TA RADIUS REMARKS 126. 76' N59.48'45"E 18" HDPE (PR/VA TE} CD 64.96' N78'09'29"E 18" RCP I .350-0 {PUBLIC} CD 74.44' J8V4'45" 112.00' 18" RCP 1350-·D (PUBLIC) CD Jl.21' 56.3'46'.31 "E 18" RCP 1350-0 (PUBLIC) CD 9.00' S70'77'J7"E 18" RCP 1 .350-0 (PUBLIC) CD 41.11' N/V6'.37"E 18" RCP 1350-0*' (PUBLIC CD J0.02' .387.3'14" 45.00' 78" HDPE** (PRIVATE} 72.28' N28'36'16"E 18" HOPE ** (PR/VA TE} /J.79' NIJ'45'15"E 12" HOPE '* (PR/VA IE) 10.00' N1J'45'15"E 12" HOPE ** (PR/VA TE} J5.J9' N40'78'05"E 12" HOPE (PR/VA TE} 10.38' 29'44'/J" 20.00' 12" HOPE (PR/VA TE) 11.16' N70'3J'52"E 12" HOPE (PR/VA TE) 10.00' NIO'JJ'52"E 12" HOPE (PR/VA TE) 18.00' 519"26'08"£ 12" HOPE " (PRIVATE) 40.74' N8070'1/"E 18" HOPE** (PRIVATE) .34.09' 551 "26'5J"E 18" HOPE *' (PR/VA TE) ** WATER TIGHT JOINTS CURB DATA LIVFORMATION [il N 49' 02' 25" W 79.77' 6' C & G PER G-2 SEE SHEET 3 FOR AFTON WAY STREET, SEWER, & WATER IMPROVEMENTS REVIE\./ED BY• &,· -/acA'_t::::z-~ INSPECTOR 6-(0-11' DATE ~121/11... fiATE l---+----1------------+---+--+--+---l I SH4EET I CITY OF CARLSBAD I SH4EETS I ENGINEERING DEPARTMENT :=::::=='...'::::::::========:::'...'::::===~ l----+---+-------------------1----+---+---+---l IMPROVEMENT PLANS FOR: AFTONWAY STORM DRAIN HUD 14-05, PUD 14-09 J /,,.-,/1:-t-JASON S. /Gi;:LDERT / J.f,,t 3/1 Zbl? RCE 63912 EXPIRES 9/30/18 / I DATE PROJECT NO. DRAWING NO. CT 14-06 495-9 , I i ' ..c:. ----· 0 I 2 Gl 2 C: s: CD m :0 CJ I 2 Gl 2 C: s: tll m :0 CJ ~ ~. _, 2 Gl 2 C: s: tll m :0 Cl i Gl5 ..., .J:ie .J:::i,.tO:: (Jg I tll <0±]