Loading...
HomeMy WebLinkAboutDWG 479-8; SDP 12-05; FAITH COMMUNITY CHURCH; 01-02r-0 GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTc/ER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF TH£ CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. . J. CITY APPROVAL OF PLANS DOES NOT RELIEVE TH£ DEVELOPER OR £NGIN££R- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL 8£ PROMPTLY SUBMITTED TO TH£ CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL 8£ 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. THE INSURANCE COMPANY ,WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS V 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. RE.VISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS AR[ NOT CONSTRUCTED PRIOR TO TH£ DEADLINE DATE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL 8£ MAD£ TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN TH£ REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF TH£ CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. TH£ ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY TH£ CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL 8£ MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCT/ON. 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 STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. TH£ SOILS REPORT WILL BE SUBMITTED TO TH£ CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL B[ IMM[OIA TEL Y SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF TH£ FIELD TESTS. 12. A PRFCONSTRl!CDON MFFTING SHAii BF HF/ D AT THF 5/If PRIOR ill THF BEGINNING OF WORK AND SHALL 8£ A TTENOED BY ALL REPRESENT A T/VES RESPONSIBLE FOR CONSTRUCTION INSPECTION SUPERVISION TESTING ANO ALL OTHER ASPECTS OF TH£ WORK. TH£ CONTRACTOR SHALL SCHEDULE TH£ 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 PRECONSTRUCT/ON MEETING WILL BE MAD[ BY CALLING THE £NG/Nf£RING 24-HOUR INSPECTION REQUEST LIN£ AT /760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON TH[ DA y B[f0R[ TH[ INSPECTION IS NFmm 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 TH£ DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STAT[ AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO TH£ CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING TH£ DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MAD£ OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVA T/ON OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INST ALLA T/ON THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY Ti"/£ CITY [NG/NEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF TH£ PLAN VARIES FROM THE SHORING SYSTEM STANDARDS FSTABI ISHffi BY THF CONSTRUCTION SAITIY 0RDFRS TIT/ f 8 CALIFORNIA ADMINISTRATIVE CODE TH£ PLAN SHALL 8£ PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVA T/ON PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCIJAEOLOG/CAL RESOURCES AR£ DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, 0PFRATIONS Will CFASF IMMWIATO Y AND THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM TH£ CITY ENGINEER TO DO SO. 17. ALL OPERA T/ONS CONDUCTED ON TH£ SIT£ OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL 8£ LIMITED TO TH£ PERIOD BETWEEN 7: 00 A.M. ANO 6: 00 PM EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL 8£ CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL 8£ SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG TH£ HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA T/ON. 19. NO BLASTING SHALL BE COMMENC[O WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 20. THE EXISTENCE ANO LOCATION OF UTILITY STRUCTURES ANO FACILITIES SHOWN ON Tf/£ CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO TH£ POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCA T/ON DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAK£ OU£ 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 ( ABOV[GROUND ANO UNDERGROUND ) WITHIN TH£ PROJECT SIT£ SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT TH£ REVISIONS OF TH£ CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH TH£ PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCtiON NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&[ (800)660-7343 PACIFIC BELL (800)892-0123 TIME WARNER CABLE (760)438-7741 COX COMMUN/CATIONS (760)806-9809 CITY OF CARLSBAD(STR££TS ANO STORM DRAIN) (760)434-2980 CITY OF CAf/LSBAD(SEWER, WATER & RECLAIMED WATER) (760)438-2722 STREET NOTES 7. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STAT£ OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST 8£ SUBMITTED TO TH£ ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL 8£ INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT'' 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 BE INSTALLED PRIOR TO CONSTRUCT/ON OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. WHERE AN EXISTING PIP£ LINE IS TO 8£ ABANDONED IT SHALL 8£ REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AR[AS AND REPLAC[O WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY TH£ CITY ENGINEER. 5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 6. STREET .TREES SHALL 8£ INSTALLED PER SECTION IV 0.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 7. FIRE HYDRANT MARKERS SHALL 8£ PLACED IN TH£ STREET WITHIN TH£ LIMITS OF WORK OF THIS PLAN PER SDRS owe Ml 9. 8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL 8£ REESTABLISHED, PERPETUA TEO, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO TH£ CITY ENGINEERING INSPECTOR SEWER NOTES /. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH TH£ "CITY OF CARLSBAD ENGINEER/NG STANDARDS (LATEST EDITION), VOLUME /- GENERAL DESIGN STANDARDS, CHAPTER 6-D[S!GN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAWINGS ANO NOTES AND THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCT/ON, LA TEST EDITION ( GREEN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM TH£ DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF TH£ STAT£ CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION TO TH£ DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST 8£ SIGNED ANO APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCT/ON BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERM/ T SHALL 8£ REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD £NG/NEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. (TELEPHONE NO. [760] 438-3891) 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. TH£ CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM TH£ DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION ANO SHALL PROVIDE PROOF OF OSHA NOT/FICA T/ON AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.O. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.0. OFFICE ANO MUST BE SIGNED AND APPROVED BY TH£ CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERA T/ONS' PUBLIC WORKS MANAGER. 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY TH£ CITY OF CARLSBAD ENGINEER/NG INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCT/ON, TELEPHONE N0.(760) 438-3891 FOR SCHEDULING. 5. TH£ CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. (760)438-3891. 6. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL 8£ 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, TH£ DISTRICT ENGINEER WILL CONSIDER AN AL TERNA T/VE FORM OF PROTECTION. 8. TH£ EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCA TEO BETWEEN TH£ DETECTOR CHECK VALVE AND BUILDING SHALL 8£ DETERMINED BY THE CITY OF CARLSBAD FIR£ MARSHAL. 9. ALL POTABLE WATER AND RECYCLED WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS). 10. ALL WATER METER BOXES SHALL BE 17" X JO" X 12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. 11. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL BE 70 FEET. 12. THE TOP OF WATER METER BOXES SHALL 8£ FLUSH WITH THE FINISHED SURFACE GRADE. 13. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS ANO SANITARY SEWERS" PUBLISHED BY TH£ STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES. 14. AXIAL DEFLECTION AT TH£ PIPE JOINTS ARE NOT ALLOWED. THE US£ 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). US£ CERTAINTEED "VINYL-IRON" H.O. FOR 0900. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM TH£ ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE 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 AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT O[SIGN. FIRM: SPEAR & ASSOC/A TES INC. ADDRESS.· 475 PRODUCTION STREET CITY, ST.: SAN MARCOS CA TELEPHONE: (760) 736-2040 BY· ~U~ DANNY ABADA R.C £. NO. 381 DATE: -------------- REGISTRATION EXP/RAT/ON DA TE: 9-30-14 SIGNING AND STRIPING NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING ANO STRIPING. 2. SIGNING STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO TH£ CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION /, AS AMENDED FOR USE IN CALIFORNIA), CALTRANS STANDARD SPECIFICATIONS (JULY 2006 OR LA TEST VERSION THEREOF), THtSE PLANS AND TH£ SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO TH£ APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTA T/VE, PRIOR TO INST ALLA T/ON. 4. ANY DEV/A TION FROM THESE SIGNING ANO STRIPING PLANS SHALL BE APPROVED BY TH£ ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANG£ IN TH£ FIELD . 5. ALL SIGNING AND STRIPING SHALL 8£ REFLECTIVE PER CAL TRANS SPECIF/CATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL US£ ENCAPSULATED 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 PROJECT WILL BE RESTORED TO A "UK£ N[W" CONDITION, IN A MANNER MEETING TH£ APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCA T/ON OF STRIPING AND STOP LIMIT LINES SHALL 8£ APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTA T/VE PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS ANO PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY TH£ CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL 8£ TH£ LA TEST VERSION OFTHE CAL TRANS 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 ANO PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO TH£ CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCO 2003 REVISION 1, AS AMENDED FOR US£ IN CALIFORNIA) ANO SAN DIEGO REGIONAL STANDARD DRAWING M-19. 13. ALL MEDIAN NOSES AND FLARES SHALL 8£ PAINTED YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN TH£ CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION/, AS AMENDED FOR US£ IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. 75. SIGN POSTS SHALL 8£ SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 16. WHEN A SIGN IS A TT ACHED TO A POLE, IT SHALL 8£ MOUNTED USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET 'MTH STRAPS. 17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY TH£ CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. 18. ALL SIGNS SHOWN ON THESE PLANS SHALL 8£ NEW SIGNS PROVIDED AND INSTALLED BY TH[ CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. 19. (IF NECESSARY) WHERE R4-7 SIGN AND OM/-J OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOS£, TH£ R4-7 SIGN SHALL BE 18"X24" ANO TH£ OM/-3 OBJECT MARKER SHALL 8£ 12"X12" REFERENCE DRAlfINGS DWG. NO. 350-6 DWG. NO. 331-1 owe. NO. 459-5 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY PHOTOGRAMMETRIC METHODS FROM INFORMATION GATHERED ON 8-5-2004 BY AFR/Al PH0WGRAPHY TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. LEGAL DESCRIPTION LOT 703, OF CARLSBAD TRACT NO. 93-04 RANCHO CARRILLO VILLAGE "Q''. IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 73551, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MARCH 31, 1998. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 222-600-01 TH£ CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 346 [~1~69~5 ________ _ BENCH MARK DESCRIPTION: 2.5" DISK IN MEDIAN ISLAND POINSETTIA LAN£ 0.2 Ml. WEST OF PASEO ESCUELA 70 FEET £AST OF ISLAND NOSE. PER CLSB-076 £LEVA T/ON: ~2~6~4-~4~20~'-------DA TUM: NGVO 29 VICINITY MAP CITY OF OCEANSIDE HIGHWAY ?a WORK TO BE DONE TH£ IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH TH£ FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRECTED BY TH£ CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD £NG/NEERING STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. 7013 DA T£0 __ 9~/_18_/_13_ 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK). 6. SOILS REPORT ANO RECOMMENOA T/ONS BY CONSTRUCTION TESTING & ENGINEERING DATED OCTOBER 26 2013 CITY OF VISTA 7. TH£ SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY TH£ CITY OF CARLSBAD STANDARDS. R/W I I . I . I I I I L_ PACIFIC OCEAN JO' 70' 5.50' ~ ~ '-' [l, i:l 20' OF ENCINITAS V (l_ . 55· I R/W 25' I ' 20' 5' I ' I I I ~ ~ I '-' I I I E.X. A.C. PAV[M[NT [l! I i:l I SITE 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED Ntf! ITY OF AN MARCOS 9. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY SPEAR & ASSOCIATES DATED 12/12/13 'I/DID NO. 9 37C368905 10. STORM WATER MANAGEMENT PLAN PREPARED / I BY SPEAR & ASSOCIATES DATED ~3~-5~~/~J ______ _ 11. CALIFORNIA STORM WATER QUALITY ASSOC/AT/ON BMP CONSTRUCTION HANDBOOK ANO CAL TRANS CONSTRUCTION SITE BMP MANUAL. LEGEND DESCRIPTION DWG.NO, SYMBOL QUANTITY PROPERTY BOUNDARY ------- STREET CENTERLINE -------- EXISTING CONTOURS ----900-- LIMITS OF GRADING __--u ,,_ PROPOSED CONTOURS DIRECTION OF DRAINAGE -~- EXISTING SEWER LINE -, s- EXISTING WATER LINE _,, ,,_ TRENCH RESURFACING GS-25 (C.0.C.) /"/,(/&/////////~ 38 L.F. 8" PVC WATER LINE W-2 (C.M.W.D.) --V .,_ 212 L.F. 6" FIRE HYDRANT ASSEMBLY W-12 (C.M.W.D.) I " 1 EA. 6" DDCV W/6" PVC FIRE SERVICE W-22 (C.M.W.D.) ~ EA. THRUST BLOCK W-15 (C.M.W.D.) [;;, 4 EA. GATE VALVE W-16 (C.M.W.D.) -----0--2 EA. INSTALL 2" DOMESTIC WATER SERVICE WITH W-4/W-20 (C.M.W.D.) 1-1 /2" METER & 2" BACK FLOW PREVENTER ---v-----0-1i}) EA. INSTALL 1" IRRIGATION WATER SERVICE W-3 (C.M W.D.) ---RV -----0-(]) EA. ---,,-___ ---" " ---- lil':1 /15 DATE JZ. RANCHO PANCHO SECTION LOOKING EAST NOT-TO-SCALE /1\ !<f'{'II?•? l"l•0 •1•i!",r,"' INITIAL ENGINEER OF WORK REVISION DESCRIPTION CITY OF CARLSBAD FIRE DEPARTMENT II AS BUIL T11 REQUIREMENTS i-/t<r /15 NO. OF F.H.(S)_l_F,FLOW l~.P.M. OUT OF_1_F.H.(S). r~ BLD~. SPRINKLEDQ§YNO ... F.FLOW 11£,G.P.M. ~8;-EXP, q/50//(,, I RCE DATE l ;-, t,_,."JZ-, Z,(~.?di(..t R/4~ED BY, !7 ~~ FitRE MA~SH4L i DATE L/ j <J/1 5· 'bf [I. ""- INSPECTOR __. . .. DATE I SH2TS I I SHlET I CITY OF CARLSBAD ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: FAITH COMMUNITY CHURCH APJ.RO~E°/1:_:J j;· ,'J:!:}./ES':J. · ttj10/Jl/ . L.o.. r... ()(.. CITY Ei'1GINITR PE 41204 EXPIRES 3/31/15 ATE OWN BY: A~ PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: JZ SDP12-05 479-8 OTHER APPROVAL CITY APPROVAL RVWD BY: DA s::L_ _____________________________________________________ -------------............. .....-----------------------------------------------...;_------ 050914 • f .. :..: ... 1 ---.•• -·-· r· ,. ___ ;_ .i - --__ ,---,- I. -, ·-----i • • I ' --t .. --.. --I ·- ' ' -_ ---------r------:· ---,-·--i ---F-.r::-; r 3+50 3+00 i ------T ·-· -·- -.------ ----------·---1 • ----• WATER LINE PROFILE HORIZONTAL: 1" VERTICAL: 1" 20' 4' ~i---·--·-:;~_ T ---· ---·--T----·----. -r--·-· --' r --r 2+50 2+00 ... -..... 1 +50 r . . ' -,-----·!-· - 1 +00 ----... ---,------ -•-f---••. - . i-·· ' ( ;;~~~1/0;1//i I,!/ I/ /:J//J~ 1/11/i// '//// ////! /!;' 1 ~./ I /---~~' ':I/.'.:::,::·:\~~~\ \ '(~ \ cc.~ ~\ \\~, ~\ ~ ;, \ \'$. ;<---"'::-~(~:===-I// "/'l!;;,'//1//1/; I ·X /1\,t·,f)/1,1/11 I,, 1/l ///1 1/~1) I :,:::;'::.~\ \ \' \, N\ I 9-?"\/.:Co \ . ::::...~--=- ' -I ~-/ I I I 11.1 I' /, I I I ' " I '/' ' I I ~-" .. : <. / <"' ", ,,. \ \ \ ..._ cP,. " \ ~------------------------::::=- ' \; / / / I(_) i 11 1/ ! I!'/; j, t // I !½ /, ---------1/J:_: ,:,:-,--.:;_,_·,:_::,:,:, :_::,::·,-·:: ~" ~ cc. C--\ ~ ~, 'O·f?'i \ ..... -......,_' I / / 1 ' /1 i I l/.•iY.111 / ! ,' /;1/1 / /; ·// 1 ~,1---...'' \ // \ ~ =:;:,r , , / ~ \ 1 '; ,:11....---1 , .,. \», , • , , 1 1 1 r ' 1 "/ 1 / I I I -1 1 -' -' ~ 1\\1 · 'J\ ' \ ' 1 /\ ,/ /',I 1 / f 1/;; ;/,' , "/I 1 ( /, I.,,___ 1/ , \ -'~ _/ 11\cc. )_L,I>\ TA 1+2''.~0 ,..\.... '== I , JL==~ I ' ' J ' ' vtl I ' I ' I I 'I Ir --------I, \ ~-FH-' !~ -.,__ I ..) 'do. ( \ r L\4 15 )Q ~,~ / , ' // : I Ii' ' /\I ; , ; / I ; / / , '/ ' 1 ..,__ 1 , // ' ~ ~ ___ yj _ -' , "" · / // ,., , ,/, . \ J.cr STA 1 +o'r,,oo, • ,o.c.\ 11 /' / f !1 (1/ /11'1 1/ I 11 I ul~~ I // : 0' "W." ... ...____~_ ©....._, >UI/( \ '.!J,_ 111 ,1 V a:P_,JPJxFL';{££'i \ ' I I c?51 1' I ,\ /~111 I 1~1 ')/1/;II/ /;/11/111/; ' ! ~ 1i?f ! r·/('\ /!~ JT;OO~ t~ 8" PVC WTR UN[ .~ m 2+00 / g ---~-; I \\ ~r~ _,->' ~~-J -,\ ;: \ \ -=c::=~ ' () •. ' I / ' / / /Y' 1 I I I I ' V II~~-' ' I ' " V ~ V V ' 7-'-a.V :'.'i'';L-,-c:, ' \ V ' ~/ \ , \ ','rJ i/•-;1,'/ 1-/1;/:'lj{(f;' / !//; ·-, .. :1/-_,~ /!,;/'f?\sTAJ+iz.so Y '/ --~-·-----...,/ " \ \\ "\\ s,~_ sr~,11+9.00' r,\C)/\ '\ - , ,-, · : ; , L /, I; / I/ , I I / · f'--II\/ We" TH.ASSEMBLY : ~ -=== /-----..... ____ 11 \\ ,,. ~ ----') ,,J ·,'':' ( I ;/(/J/1,1//; ;//;1/11 -----J...,7::;,r-~""2 1 ·-,1,, ;;_TT1~1~r~l~l~ITR.1/K\\\\l1' 7· ·,,_ />.,__7 ·-.!_Y ....... 1_~~ \ \ 1\ ~'""".1"";i-1-+---in > ', .... ,-..____.._. ____ _ 1 11 'I I, '~ /\ /// /1 ''// '''/'/ / / /; •• ',, / ~--1~ ~,· ~ .-, ~· Y ·,, \cf~ ,0 i's\ -. ~-I I I ' I ' ' \ / / / / I / / / i I I ! 1; I/ ! ' V / ', t' ' ·-.. -'••11--i--~ '\ \\\\ ....... ·~ . -. I ·1; -., -, I .... ,_J. I ' ·.J 3 \ I I .. , . -.,.---. I , ,, ; : , 1 \ .' ,· \,,.-r v:1 r .' 1 ✓ :' 11 ;' ,111 /;' ; 1 N/-h \ , 1 , ,1' "--'-..-=-_--.. ) y. ~1 •, , -r •'-'· ✓-~--...... 1~ -1,* /-" 1/ ---------\ '-..,~if 1 · z , : ..... Ii, , -,-----1---~ -..... / ! ; 1 /'-, 1 I 1,1 / / j\, 1 / , 1 1 I / /; , ; , J ..,__ ~;/. _·_. . _ -;-: __ ,-...._:·. _ " 1 _·, I,_'· t+ .. Jill ::---<:/4 · --,, ". _ rJ 1, 1 / 20' WIDE WATER £A £M£NT-si'A·•/>i.Ji4.00 ,, , 1 ,, , i --., ----~ ... ,, I 'I I I I I ' i I N /! I I I I I ,C /4 5'.jo~I ,x,--/rc.~ct--;f~-, -]:'_~;----'::: -c:•.-1 -. ',, RE{ c,/.ih (1) 6 /xv/& rB ,f ~~-l I 0-I v·---tic--+-\ I \ ! I I !\I I I I ' I C) ' -.,.---1) .. ·--'--, --·-,.,__ I ..... ' ....... J?t/ ' ~-~ ,'-' I) 1tYI! !lt)/kfl;~/J;1i1 c"," /~ I 1 -~ < ~;~~il~S -( ~ \ Ci]H1r1. ~:, '\ II\ ° C) _ UTILITY NOTE: CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING UTILITIES PRIOR TO TH[ START OF CONSTRUCT/ON [NG/NffR IS NOT R£SPONSIBL£ FOR PR[C/S[ LOCATION OF EXISTING UNDERGROUND UTILIT/£5 --,----. ----i=· -T: - --.------------;-,---------' -------i=--== -r· r:::-_- r - • - --,-·-· --,----., -------· ·1 -·(:... ------• - r ----,-·· r - -..• -' -- ---t-. --·,-----,--·-----+· r ----, -·-r· ,-----+ ---·r--t-r··· -,------- -----i:-=----L· :..:: .. _-F-__ _ -,------1--. r::=..:. ---,-.. + --r -----\----r r ··----·-· ---····-------------~-·-..... r 7 195 ·---•• --1--=-i::-- ··-.- --·-·· -·---. --.. --·-t-····- ·-r-.. r ------- WATER DATA TABLE NO. BEARING LENGTH REMARKS [jJ NJ2'04'18'W 22.50' 8" PVC WTR LIN[ [II N/1'49'/B'W 190.00' 8" PVC WTR UN[ CONSTRUCTION NOTES G) TRENCH RESURFACING P[R GS--25 {C.O.C} @ INSTALL 2" DDM[ST/C WATER S[RV!C[ WITH 1 -I /2" METER SERVICE PER W--4 & 2" BACKFLOW PREVENTER PER W--20 {C.M.W.D} 0) INSTALL /" IRRIGATION WATER S[RV/C[ WITH J" METER SERVICE PER W-J (C.M.W.D} G) INSTALL {PRIVATE} 6" PVC FIR[ SERVICE LATERAL. @ INSTALL {PUBLIC) 6" FIR[ HYDRANT PER W-12 {C.M.W.D} @ INSTALL 6" D.D.C,V DETECTOR CHECK VALVE ASSEMBLY W/F!R[ DEPARTMENT CONNECTION P[R W-22 {C.M.W.D} 11 AS BUIL T 11 =e~-,~ I / RCE 'i~1 I/ EXP, q{',!:,O{/(p DATE -,----- ' ---i---- f---- ~ 20 10 0 20 40 60 f---t------+------------+----+---+---+----l I SH2EET I CITY OF CARLSBAD I SH2EETS I ENGINEERING DEPARTMENT ~IM::;P;:R;:O=;VE~M;:E:;:N:;T::::P::::L::::A::::N::::S::::F"::O::::R=:':'::::::::=::==::::::::==:===-:::=:=::~ ~ •o I I "' ~ ' SCALE. J" = r'O' ,'11' L ?-Jr! I 1 ;, ~;; PLANS PREPARED BY: ~ ~R~.·.,.?~ SPEAR & ASSOCIATES, INC. 0 °""'~',l' CIVIL ENGINEERING & LAND SURVEYING " -~~~ 4 75 PRODUCTION STREET, SAN MARCOS, CA 92078 '' ::if. PHONE (760) 736-2040 FAX (760) 736-4866 2 , (7 ~,IT"<-WWW.SPEARINC.NET ~ '"11·3/~~~~~"'-'<"~~~ ~'---~--<""-r I ·, --..._____-""?'-;,.'--~ ---~,.-& ~ '--'-.---~-~ ' . ...__ :,~? .. ~":--~ ~\':=-'" PREPARED UNDER THE SUPERVISION OF: '2(!'1(/5 J:Z: DANNYj(BADA R.C.E. 45381 DATE EXP. 9/30/14 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INlllAL OTHER APPROVAL CITY APPROVAL FAITH COMMUNITY CHURCH APPROV~D: >LEN ~-Vt PESKI , / ~6 "l"}--~~!9,,--hl"bbrt:t ~ru'.h:,,t;;(t~----c--~-</f30 /J4 CITY E'NGINEfR PE 41204 EXPIRES 3/31/15 .7 6ATE DWN BY: AV .I PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: ,,,,.. DA I ~-------~ SDP12-05 479-8 0.509/4 C N:E 0 G) .... .i:. N~ I 00