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HomeMy WebLinkAboutDWG 403-5; CT 00-22; REDEEMER BY THE SEA; 01-06GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER 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 THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDJT/ONAL APPROVAL, CITY STANDARDS OR OTHER ADDJT/ONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE 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 THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER 141LL 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 ADDJT/ONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRIT/NG THE POLICY MUST HA VE A RA TING OF "A• AND A SIZE CATEGORY OF CLASS V 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 THESE 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 THESE PLANS 141THOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 8. ORIGINAL ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL ORA WING SHALL BE REVISED TO REFLECT AS-BUILT CONDJT/ONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE 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 141THIN 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 THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DA Y.5 OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE sm: 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 THROUGH THE PERMIT CLERK(760-438-3891) AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAl41NGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEE71NG WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891./NSPECTTON REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. IN5PECTIONS 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 REGULA TIDNS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBM!mNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SH0141NG THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVA T/ON 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 SY.5TEM STANDARDS £STAR/ !SHED BY THE CQNSIRUCTION SAFETY ORDFRS TIT/ E B CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCA VA 7/0N PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERA T/ONS Wll I CEASE IMMEDIA Tfl Y: AND THE PERM/TT££ 141LL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UN71L THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERA T/ONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA T/ON OF TRUCKS, EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTH MOVING OR GRADING OPERA T/ONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDA Y.5 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 or WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RrSUL T OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED 141THOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXISTENCE AND LOCA 7JON OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE 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 EXIS71NG FACILITIES OR STRUqTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXIS71NG FACILITIES (ABOVEGROUND AND UNDERGROUND) 141THIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUC710N TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILl71ES AND SHALL COORDll)IA TE WORK 141TH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALE!p 1-800-422-4133 SDG&E (760) 438-6200 PACIFIC BELL (760) 489-3441 ADELPHIA CABLEVISION (760) 931-7000 CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760) 602-2720 *CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760) 438-2722 * SAN DIEGUITO WATER DISTRICT (760) 633-2650 * LEUCADIA COUNTY WATER DISTRICT (760) 753-0155 * VALLECITOS WATER DISTRICT (760) 744-0460 \OLIVENHAIN WATER DISTRICT (760). 753-6466 * BUENA SANITATION DISTRICT (760) 726-1340 x 1374 * AS APPROPRIATE STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS 141LL BE DETERMINED AFTER "R" VALUE TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHAN/CS,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 DA Y.5 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-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS 141LL BE ALLOWED. ALL LUMINARIES SHALL BE "CUT OFF" TYPE. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSJRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE Pf PE WITH A MINIMUM D-LOAD OF 1.350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SDRSD S-4 TYPE "c" AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED 141THIN 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. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 7. STREET TREES SHALL BE INSTALLED PER SECTION IV 0.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M19. 9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE RE-ESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. ' SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD MUNICIPAL WATER DISTRtCrs SEWER SYSTEM -DESIGN CRITERIA, STANDARD ORA WINGS AND SPECIF/CATIONS", AND THE STANDARD SPECIF/CA T/ONS, MARCH 1993, AND THE STANDARD SPECIF/CA 7/0NS FOR PUBLIC WORKS CONSTRUCTION, LA.TEST ED/7JON (Gf?EEN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION TO THE DISTRJCrs EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE D!STRJCrs ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCT/ON. (TELEPHONE NO. [760] 602-2780) WATER NOTES 1. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD MUNICIPAL WATER DISTR!crs PROCEDURAL GUIDE -GENERAL DESIGN REQUIREMENTS AND STANDARDS AND SPECIF/CATIONS FOR CONSTRUCTION OF PUBLIC POTABLE WATER FACILITIES,DA TED OCTOBER 1993. OR THE LA TEST REVISION. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVA 7/0N AND SHALL PROVIDE PROOF OF OSHA NOT/FICA TION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS. 3. 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. omcE AND MUST BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DA Y.5 BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL N071FY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION (TELEPHONE N0.[760] 602-2780) FOR SCHEDULING. 5. 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. 6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 7. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE 141TH THE "CARLSBAD RECLAMA 7/0N RULES AND REGULATIONS FOR THE CONSTRUCTION OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT", OCTOBER 1993 OR AS AMENDED. 8. 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, THE DISTRICT ENGINEER 141LL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. "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 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 SPECIF/CATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK. OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: SOWARDS & BROWN ENGINEERING, INC. ADDRESS: 2187 NEWCASTLE A VENUE SUITE 103 CITY, STATE: CARD/FF-BY-llt[-SEA. CALIFORNIA 92007 TELEP~6n¾ ~Q BY: ~ ,. ____ • ~·"" R NOY R. BROWN R.C.E. NO.: ~3=6~19~0~----------------- REGISTRA TION EXP/RATION DA TE: 6/30/04 MAFllTlME DR I __ _o ;17 P0NSEmA ill I fr= I_ ----_N8_6'55'03"W I ::e: I --=-.::.....-_ 12f.J3.J5' 1-,--1 LANE ----;._: N If : ,;=;cct:c~I ,::~1-=~ l<,[I I )'I; 1 sc-----------------1 °"', I .c-----------L. I [_J7 r,+-1-r--+----------1 -7 SHEETS I j 1 • 1 1 11 ~tFil 1.,.. SHEET5 I SMH5 ' --1--SMII~--. --£.-l~.:!J. 1,sHi I I I :,,. . + L -w-- - -__QC -=w=---= ~ -1--'0--rl I I ..._ -------...1.......,..-:-...,--,--,--,---,/ I ...) I 4-_ . + _ N89V6'54"W _ 544,1P~ _ L d - - - -t--1--ff; .J I . I I 15 \ 1 , I /;/; / I I I ;:j -\-· -+--/ FISHmMAN DRIVE ~'!.J ~'-----If,\ ~c.c9s---~~3, / g LEGEND I i I "" _,,.-J I ./ / ~ SUBDIVISION UN£ · L L .... r 1 '::l, PROPERTY uNE i~ ~ I I ! ~ SEWERLJNE ·1 i!!; ;:,; 1 1 .,., WATER UN£ I ~-SEWER ACCESS HOLE KEY N86'56'5'f'W 450.33' . FIRE HYDRANT STREET LIGHT MAP STORM DRAIN r ~ 200· ------ --s-- --w-- --0-~-i ---i:'i: ===@::.==== SIGNING AND STRIPING NOTES -•s..--···•c...,__,.--------....._~,~-• & ('·Ass~~ PT JON OF R~.sroru.s1 lf!-i-::YiAR GE" 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING. 2 SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO /HE LA TEST CAL TRANS TRAFFIC MANUAL, CAL TRANS STANDARD SPECIFICA7JONS (JULY 1999 OR LATEST VERSION /HEREOF), THESE PLANS ANO /HE SPECIAL PROVISIONS. 3. ALL SIGNING ANO STRIPING IS SUBJECT TO THE APPROVAL OF /HE PUBLIC WORKS DIRECTOR OR HIS REPRESENTA 7JVE, PRIOR TO !NSTALLA TION. A.S OF 1·20·0~, I 8E"£8Y I\S.SVM£ 1'ESl"oN5111•ll ' C.I-IA·R G~ FOR. 1/E.StMI C)//IJ/1/G!.$ T:I> ruu; ( DRA\ol!IVG, I \ YtCT<>HI. fLIA P,CE G,.'18b3 £J.P. f.·-30·0'! I \ -.l V C Or/CEl'T$, l .. ~.C. (\ '\ I, \ \ \ ' ' ' I I I I I I ' I ' i ) I ' I I I ,,'-. ) ./,,,---- ·// I I I ' . / ~/ /Ii/ I I I I I I I I I I I i I, 4. ANY DEV/A 7JON FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY /HE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. ( $7 3 7 k.lH<IRN 2:a. 5 '{ 3 . . ) fl G-0 U fl A /-II L l .S, c .q . q I J "~-~-_;_.,,o-~, 5. ALL SIGNING AND STRIPING SHALL BE REFLEC7JVE Pm CALTRANS SPECIF/CA 7JONS. STRIPING SHALL BE REPAINTED TWO tlffKS AFTER !N/7JAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS RER£C7JVE SHEU/NG (HIGH INTENSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS W/71/fN A 500' PERIM£TER OF /HE CONSTRiJC7JON PROJECT WILL BE RESTORm TO A "LIKE NEW" COND/7JON, IN A MANNER MEE7JNG THE APPROVAL OF /HE CITY INSPECTOR. Z EXACT LOCA7JON OF STRIPING AND STOP LJMIT LJNES SHALL BE APPROVED BY /HE PUB/JC WORKS DIRECTOR OR HIS REPRESENTA 7JVE PRIOR TO INSTALLA HON. 8. CONTRACTOR SHALL REMOVE ALL CONFLJCl/NG PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY /HE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OF THE CAL TRANS METRIC S7ENC/LS. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELO LOCATED. CROSSWALKS SHALL HA VE 10' INSIDE DIMENSION UNLESS OIHERWISE SPECIF!m. {q'i<t·'IJCJ·.:22"'1"1 -·-·/ . ~---- CITY OF OCEANSIDE H\GHWAY 78 11. ALL CROSSWALKS. LIMIT LINES, STOP BARS, PAVEMENT ARROI\S AND PAVEMENT LEGENDS SHALL BE THERMOPLAS7JC UNLESS OTHERWISE SPECIFIED. CITY OF VISTA I ' 12. FIRE HYDRANT PAVEMENT MARKmS SHALL CONFORM TO /HE LA TEST CAL TRANS TRAmC MANUAL ANO SAN DIEGO REGIONAL STANDARD DRAtllNG M-19. 13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YlliOW. \\\ ~~""' 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN /HE CALTRANS TRAmC MANUAL UNLESS OTHERWISE SPECIFIED. 15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE Pm SAN DIEGO REGIONAL STANDARD DRAWING M-45. 16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUN/ED USING A STANDARD CITY MOUNl/NG BRACKET WIIH STRAPS. 17. EX/Sl/NG SIGNS REMOVED BY /HE CONTRACTOR SHALL BE DELJVERm BY /HE CONTRACTOR TO /HE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A VENUE 18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROV/Om AND INSTALLED BY /HE CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EXIS7JNG TO RELOCATED OR TO REMAIN. 19. (IF NECESSARY) WHmE R7 SIGN AND TYPE N-1 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, /HE R7 SIGN SHALL BE 18"X24" AND /HE N-1 OBJECT MARKm SHALL BE 12"X12". OWNER REDEEMER BY THE SEA LUTHERAN CHURCH OF CARLSBAD 6355 CORTE DEL ABETO, SUITE 100 \ .\. ()WAl[lf 6 /3{U/..!Jilf: ,---- '\ . r'IAf"{eM&J./ C&l'1~8AO !. CARLSBAD, CA., 92009 C V ti 95 UUOA V/Gm, /f/J. \._ £ £Te(; SOURCE OF TOPOGRAPHY 'tJJ./ MARCOS, C,4. 'Jfl)~</ TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY AERIAL ~ METHODS FROM INFORMATION GATHERED ON NOVEMBER 3, 1999, BY SAN-LO AERIAL SURVEYS. ' . . . £ .. "•--~·-/ i! ··,. __ ,~- TOPOGRAPHY SHOWN HEREON CONFORMS TO NA 7JONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 215-080-22 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 1978 E __ =62~4~0------~- i\\OFESS/o,t {t~ 'S>°"' R. ~O '4.( . i~ ~·. ; No. 36190 . * Exp. &/30/04. J·~ -c>. . BENCH MARK ~ : ' ! ,, / . \.~' \\, ) I \ \ I I I \'\\, \ ' I ~~ AVE CITY OF ENCINITAS VICINITY MAP ' N. T.S CARLSBAD MUNICIPAL WATER DISTRICT ~ ~~f'.. .. =~,;, ,<J;;t, Ht WILLIAM E. PLUMMER 41......,.__ -4· (4. 0~ DATE DEPUTY CITY ENGINEER RCE 28176 EXP 3/31/06 I I . i . ·,, . . , ,'... i :; C ·• ' WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE 141TH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSJRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. 2. 3. 4. 5. 6. 7. 8. 8. CARLSBAD MUNICIPAL CODE CITY OF CARLSBAD STANDARDS THIS SET OF PLANS RESOLUTION NO. 5119, 5120, 5121, 5122, 5123, 5132 DA TED JANUARY 2, 2002 THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUC710N (GREEN BOOK). SOILS REPORT AND RECOMMENDA 7JONS BY GEOPACIFICA GEOTHECNICAL CONSULTANT DA TED NOVEMBER 20. 2000 AND UPDEDTED REPORT DA TED AUGUST 27. 2002 THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED 6/26/02 THE CARLSBAD MUNICIPAL WATER DISTRtcrs STANDARDS AND SPECIFICATIONS FOR WATER, SEWER AND RECLAIMED WATER. LEGEND DESCRIPTION DWG.NO. SYMBOL QUANTITY SUBDIVISION BOUNDARY LOT LJNE LOT NUMBER 6" CONCRETE CURB & GUTTER, TYPE 'G' 6" CONCRETE CURB 6" AC BERM, TYPE 'A' ASPHALT PAVEMENT PCC SIDEWALK LOCAL DEPRESSION PEDESIRIAN RAMP c/J//CRMlt!.~TJAL QR/.VEWA Y ','.i','.;'.,':,:;ttc·.,~~ \, :•'?::, ALLEY TYPE DRIVEWAY ' , ·-. "" 8" HR MAIN SEWER LATERAL (RESIDENl/AL) G-2 G-1 G-5 ** G-7, G-9, G-10 CITY DS-1 G.,-27 G-14A '* • ... CITY GS-20 CMHIJ 55 CMWIJ S7 SEMfR LA lfRAL Vr17H BACKFLOW PREVENTER (RESIDENTIAL) SEWER LATERAL (EXTENDED) SEMfR, ACCESS HOLE SEWER CLEANOUT 8" PVC WATER MAIN 6" PVC WATER MAIN 12" CML&C STEEL WATER MAIN 1" WATER SERVICE 1" AIR RELEASE VAL VE 2" BLOW OFF ASSEMBLY DOUBLE CHECK VAL VE DETECTOR CONCRETE Tt/RUST BLOCK / ANCHOR 6" GAlf VALVE FIRE HYDRANT 24" RCP STORM DRAIN PIPE 18" RCP STORM DRAIN PIPE TYPE 'A-4' STORM DRAIN CLEANOUT TYPE '8-7' CURB INLET CMWIJ S-1 CMWIJ S6 CMWIJ WJ CMl+v W7 CMl+v W6 CMl+v W22 CMWIJ W15 CMl+v W12 0-10 0-2" LOT 5 r i ~ ~ . ~ ____,/ 4 .~. [\ >---c- --------,@ -.,.,,----~0<] --------,0 s------\. J--- ----s---o ---w--- ---w·--- Ill <] -W-.,.....{,>---- -w-----I ---lTSI--------i::::::r------ STREET LJGHT (9500 LUMEN 100 WATT) E-1'*, E-2, CITY GS-6, GS-21 rg;:=::::i ◊ • STREET NAME SIGN STOP SIGN STOP STREET SURVEY MONUMENT SOM -102 Rt CAL TRANS A24D M-10 r NOTE : ALL STANDARD PER SAN DIEGO REGIONAL STANDARDS (SDRSD), UNLESS NOTED OIHERWISE *' AS MODIFIED BY /HE CITY OF CARLSBAD STANDARDS 1,180 LF ilt;O LF PjfLF 22,800 SF 5,460 SF N/A 2 EA 2,100 SF 1124 SF 1149 LF 11 EA 1 EA 5 EA 5 EA 1 EA 966 LF 1'113 LF 42 LF 17 EA 1 EA 1 EA 1 EA 6 EA 1 EA 5 EA 49 LF 280 LF 2 EA 3 EA 3 EA 1 EA 3 EA 4 EA . . BUil T" CITY OF CARLSBAD FIRE DEPARTMENT "AS . . REQUIREMENTS ,). 7 ,v i\ --:J J, )¾.. • "'I z/, (f.>"\ NO. OF F.H.(S)_5_ F.FLOW 1500 G.P.M. OUT OF_1_F.H.(S). ' BLDG. SPRINKLED@No ... F.FLOW __ G.P.M. . ~· P.E. 3~_/C/0 EXP. 0-30 ,f),B, DATE r1 dCe.e;."'-.J O a12J,___ ,:z/.;J.8/ o 3 C eED-~~ FIRE MARSHAL DATE r I ,;l..//41 ~ 7 , .. / ½ INSPECTOR DATE I ! I SiEET I CITY OF CARLSBAD 11 SHEETS I ' ! I i 6 ENGINEERING DEPARTMENT ' ! ' IMPROVEMENT PLANS FOR: ' REDEEMER-BY-THE-SEA i : ' I ' LUTHERAN CHURCH OF CARLSBAD DESCRIPTION: STA. R1800 246+65 EC STREET CENTERLINE MONUMENT STAMPED "SD. CO. ENGR. DEPT. SURV MON." ~OFc~ -~ . -.. :~};;-ti -··~:;' .. . I· 1..r,.0<1 VE I /3\ AD"•"" r;," PVC 'wA1El1LJN< i:_s. lJDC.HA C "'" t; 3h /O"/ , Di;-1' 3.-,, .011 r-v? APPROVED LLOYD ~ LOCATION: ON EL CAMINO R£AL 1.83 MILES N'L Y FROM LA COSTA AVENUE RECORDED:~~=----------~~--~ ELEVA T/ON: ~2=95=.33~5 ______ ~DA TUM: ~M=.S=.L~. __ _ \', :· .. ·-·---· !50I+' ttro!5 It /!?KOHN t:NGIN!%1e/N6, ING, CONSULTING ENGINEERS 2187 NEWCASTLE: AVENUE SUIE 103 CARDIFF BY THE SEA, CP.. .. , 92007 :L_ 760/4.36 8500 FAX 760/436 8603 l'L·&·OII 9,f/5 9·9•04 Sta DATE : INlTlAL ENGINEER OF WORK I , J(,. (JfJ!LT' ' \ tee,Vt~c PRIYlfJII/RY, SEWEK ( WRTEI( ' LlfT£KRl5 5#7. 3 "ADD /./JUT FILTEl?S DATE INITIAL REVISION DESCRIPTION , OTHER APPROVAL ~!; . , ~ . . I., • '><I ,+-/~JO! s/.,;Ls A. -CITY ENGINEER PE 23889 EXPIRES 12 /31 /05 DATE ,. , ' ,,, OWN BY: RGP PROJECT NO. DRAWING NO. DATE i INITIAL CHKD BY: 6VP CT 00-22 403-5 CITY APPROVAL RVWD BY: rr"'-' - JOB NO. 02-01'1 2/06/03 / ' ! I ! ! i ' - C ·- 102' 57' ~ 51' • 10' 32' WIDE STREET ,. 9' .L 9' I. 32' WIDE STREET FUTURE ,.5.5' 4.5' •. IMPROVEMENTS PER DWG 379-6 ·1 ·1 IMPROVEMENTS PER DWG 379-6 • • ,. TO BE BUILT BY OTHERS ~ ~ TO BE BUILT BY OTHERS ~ ~ ~ ,... ,__ ,__ E,c, k, <le:""'~ <,(] "'"" No. 379-6 1 "'-' ] ~ cs No. 379-6 ~ 1 MEDIAN CURB PER ORA WING ~ ~ ~ 1., MEDIAN CURB PER ORA WING \ I 2% I l 1 .-//----1: ==:r "-=s:';_~"'s:,._'...-"'s:';_~--~,q:.z;'!.zzo '-:-:-. ~ ~ --~ AC PA VE~ENT='~=":"---:4SE---°'"'-·p:-"',{-~-'"''.1+-' __J_fl'!_' _1:,-c:z,;§i'Sr"'il;,?J~ 1 ~l/JRE CURB, Gl);;:~SIDEWALK • t. . t. ,. c:5 Cle • • ,. c:5 Cle ,. c:5 Cle ORA WING No. 379-6 PER C:4RLSBAD ORA WING No. 379-6 POINSETTIA LANE -TYPICAL SECTION ( PUBUC} 60' JO' 7. . 13' +/-17' +/-• ( PUBLIC J 56' 28' i i. 4.5' 5.5' ,. 18' 7 ,. 7, I <.,.J c.__:::, / I ' JO' 17 +/-,. . N.T.S 20' ,5.5' j.'5' 2' MIN. , • 18' N.T.S c.__:::, / I '- 28' • . • ,. c:5 Cle CURB, GUTTER & SIDEWALK {TYP) FISI-IERMAN DRIVE -TYPICAL SECTION STATION 3+33.28 TO 6+83.02 N. T.S 56' - 28' 28, 1. • 4.5, 5 5' . ,. 18' •1 ,. J' , FUWRE OED/CATION I l . 1_12' MIN TO 18' MAX , 5.0' ,. 11' FISI-IERMAN DRIVE -TYPICAL SECTION STATION /+79.8/ TO 3+33.28 N. T.S LOT No. /NV. ElEV. ElEv. ElEv. DEP71i BELOW DROP SEHER fJ MAIN @ TC @PL TC @Pl TO MAIN STATION 1 310.85 326.44 321.44 5.0' 1.2' 4+00 2 312.05 326.55 321.55 5.0' 1.2' 5+20 3 314.10 328.05 323.05 5.0' 1.2' 5+95 4 317. 16 329.14 324.14 5.0' 1.2' 6+46 5 318.54 329.82 324.82 5.0' 1.2' 6+69 6 318.72 330.17 325.17 5.0' 1.2' 6+72 7 318.90 330.39 325.39 5.0' 1.2' 6+75 8 319.08 330.04 325.04 5.0' 1.2' 6+78 9 318.23 329.58 324.58 5.0' 1.2' 6+64 10 315.30 328.50 32350 5.0' 1.2' 6+15 11 315.30 327.13 322.13 5.0' 1.2' 5+49 12 311.85 326.15 312.71 13.4' • 0.3' 5+00 NOTE : STA TIONJNG FOR WA 7ER SERVICES AND SEWER LATERALS ARE BASED ON STREET CENTERUNE WHERE THE CONNECTION TO THE MAIN OCCURS * INDICATES DEEP SEWER LATERAL DUE TO PAD ELEVATION. ~ CITY OF CARLSBAD I SH6EETS I l-------+--+----------------t----+--1------+-----I l1_J ENGINEERING DEPARTMENT l-------+~-t----------------+----+--1------+-----I IMPROVEMENT PLANS FOR: REDEEMER BY Tl-IE SEA LUTHERAN CHURCH OF CARLSBAD APPRO;,"ED LLOYD_~B. HU..88:;i I 4~~-:,::;./~--~/'9.~· ~~,-~-~,~-~-==c__~ 1-------+--+----------------+---------+--~----+-----I 1-, 4-1-1-o 7 -+------------------,,--,------------------,r-----t-----t~----------------t--i-----t----t--------1 CITY ENGINEER PE 23889 EXPIRES 12/31/05 DATE lf~l/1, ~'CJ uy~/4: ~ ~ 5a-V~ q f!>R(MIN f'N6/Na!?IN6, INC. 11----,------,~1---,-,,,---t~/:l-L\~---------------+---+---+---+---1 OWN BY: RGP PROJECT NO. DRAWING NO. ,i _, ~1 CONSULTING ENGINEERS DAIE INITIAL DATE INITIAc DATE INITIAL CHKD BY: ,c,vp er /'10-2'2 40l2'_5 .:;. ~""" _ 2187 NEWCAST ... E AVENUE SUiTE 103 REVISION DESCRIPTION Vi J' l.,,,.,,,,,..,., ,,,, tJtrre CARDIFF BY THE sEA. cA. 9,007 ENG,NEER oF woRK · orHrn APPROVAL c1TY APPRovA• Rvwo BY: ...i-,v N.:,rct,,rc 11 1El. /60/436 8500 FAX 760/436 8603 JOB No. 02-011 2/06/03 ' I ' ' I i ' I I I / ' ' I I, I, ,, I I ' '/ 1 f [ I I!' , I I I: i i: " C - Cl i i ' ! ; I j 1 Iii i ' 'I: I l Ii I ( I ! , I\ ; if 1' I; '1 ! ; ! , 1 ! j ! i: l f ! ! Ii ! I : i ! +-ri-+-'-+'-+'-+-'+--+'--+'-'--IH-+l-+-+-!-''+-lrl-+-+-+-i·_IH-+--+-+'-!-''+-+--''-+-+-Hl!......;_,.'---4-1_,_':-+-+-'......;'-,.'-+-''-+--'H:-+--,--++-f t : : I 1 j I : l ll--+-l-i--l--+i-+-+,++-'-+-+-+-!-,+-+-+-+-'---li--ll-+.-+!-++-L-tl-+-+-+-,-+-,--+-+-+,+-,H;-+-'--++-iiH-,-+-+1+,--+--tl-+'-+,-+~i,_,1-+1-+-t-.,++-;-+-+-+-rH,-+-+-i,-+-+71H:---c1-+,-+,+-i1--t,---,--+:-+-,,-,H,-+1--i-1-++-t--t--t--t-+-1r'71--t,-+1-+~,-1--t-,1-t-1-i--+-T-r,-+1~.ci-,,7,+-,--r--+,:l;t.'·'"'",-··!i",,-i ', i I : i t 1 ; i r;: Ii 1; ' 1 \ I 1 , : 1, i f ! 1 ! ! 1 1 1 i I i j I j I j ; 1 I 1 : j r 1 i I ( 1 I i , ; 1 i I ; t , !" "' f ! J l , ' i I [f:;;.-u,.;·Jn j : \ i I I i 1 1 f : .. i i ht .::! Oi-...-' ! : I i i 1 ; ! [ i ! ' ) \ J i j I i i 1 , '. ' I ! i ) ' R Ii -. i -i 1 ' ] i , i ' 1 ! i i I ) ' ' I i 1 I I I 1 I i ; I i ! I I i i 1 i I j I I I l : I ! i I ' I i ' ... ,,.... ' ,,,., ' I t 1 , ! i ! ; i 1 ;.. .. "I ; l r' ..--::;;; --0 \ \ \ l i I I 1 l ! ' i I l I i i : I : ' I ! ' I i • i ! ; i : i j \ i , i I I : 1 f i ! 1 I' ti./2<-1&7 DATE .5Ov<l !RD5 l /?,Z0#1'l EN6INEE.Z!NG, INC. CONSUL TING ENGINEERS 2187 NEWCASn..E AvENUE SUITE 103 CARDIFF BY TuE SEA, CA 92007 TEL 760-/ 436 8566 0/STANCE 185.00' 210.00' 287.96' 110.06' f-'-'f" f" ':<'101 110~ 7 I I I ! i i i : i i I j ' I ' I i~: l,. I :· "T: J .,,, i l!:,'i •vro • i:., I _, j i ' l •) , ,i' 14 i ! , I f----+--+-------------1---+----l---+-----l I SH3EET / CITY OF CARLSBAD I SH.BEETS I ENGINEERING DEPARTMENT ;:=='....:::::=========-====: IMPROVEJIENT PUNS FOR: FISHERMAN 0202.07 S&:B 12106-06 S&B 08/4/04 S&:B , , A[J/)£D COIISIRUCTJON RESPOIIS/8/UTY PHASE LME DRIVE TO BE AS-BUil T 05127104 S&:B h. REVISED HI. Y CURB RE7l/RN PROFILE & C & G DATA T.ARI F TO BE AS-BUILT A!J.:<t~u LL~YD ,.il,--iajy'B"B"'S_ .,-~0~~""" ~4~""1~5~&~8-t-.-'ml:l.1'.bn~&..1.TOP!<LJ«,,_,~~u~"'-'kun~o~1~~=r,;,_,E.~LE~V~m;u,,B£~A~SoB~U~ULT +--+---+--+----I I ~~~v...~-~~~~~~0~L.,~f~~~o~;~~~-~-~-•------hAz! /b7 9.9.04 S&:B 11\REVISE SEWER WAID/ LA'f£RA1S & ORl\£WAY CITY ENGINEER P£ 238B~S 12/31/05 DA1£ / L()('ATIONS & AOD IN/FT FILTER DWN BY: RGP PROJECT NO. DRAWING NO . DATE INITIAL DATE INITIAL ~~~ ~~: --CT 00-22 403-5 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL JOB No. 02-011 2/06/03 REV. DA TE 08. 04. 04 c.. Sl Cl ' ' I I ,.' ~· ___ ,. ___ - iJB 00 1J8f50 NOTE: RAISE WATER VALVES RIMS TO NEW GRADES IF BLACK RAIL ROAD IMPROVEMENTS CONSTRUCTED PRIOR TO i WAmi' MAIN REMOVAL AS SHOWN ON DRAWING Np/391--8. EXIST WATER LINES TO 8[ ABANDONED. CONTRACTOR TO COORDINATE WITH CARLSBAD MUNICIPAL WATER DISTRICT MATCH FOR DIRECTION APPROX/MA TE LOCATION OF PRV STATION TO 8[ ABANDONED. CONTRACTOR TO COOROINA TE WITH THE CARLSBAD MUNICIPAL WATER 0/STRICT FOR DIRECTION 39 00 LINE RECYCLED WA mi' PER DRAWING No. 391--8 TO BE BUILT BY OTHERS. £ SHEET 5 PUBLIC UTILITY & ACCESS EASEMENT IN FAVOR OF CITY OF CARLSBAD GRANTED PER FINAL MAP ' .' -•~•c· "''·' • .,,._ ---------'----- REFER TO DRAWING No. 40J-5A -0 ' ·-; ;;, .. i' . ---1 t . -I- I I I I I I '] ---·,.1-- -.......... ---------,-----..., ------, _ t g·-1/~L,·. ---+--,, . PED RAMP PER ' I ' DRAWING Nf~'=f- I ', I \ \ \ ·- SPECIAL NOTES: EASEMENT NOTES : © EXISTING OVERHEAD POWER LINES TO 8[ PLACED UNDERGROUND & EXIST CD EXIST. S/JG&£ EASEMENT REC. 6/24/65 AS FILE No. 113032 POWER POLE TO BE REMOVED. {CONTRACTOR TO COORDINATE WITH THE UTILITY COMPANY PRIOR TO CONSTRUCTION.} Q) EXIST. SOG&E EASEMENT REC. 6/24/65 AS ALE No. 113032 EXISTIIIG JO' WATER EASEMENT IN FAVOR OF CARLSBAD ' ' ' . ' . --1- --;,~_.,: ,._,_,~ __ .. __ ,.,, ___ _ ' I .. :. ~ -=:--. ---1:--'.:: - .. , .... ~,--.:,_,,_i,.,_,,_,_,: __ ~ ·~ ! -------- . ... ,,,, ________ ., ___ ., . " CURB DATA TAIJLE I I I I ...L........... L- ' I a -•-•"•-""'0" I I I ·! I No L1 /BEARJNG RAO/US DISTANCE ! REMARKS 11] N08'51'1J'[ 21.35' ' 6" AC BERM TYPE 'A; G--5 ' ' N0177'53"W 4.86' ! 6" CURB & GUTTER TYPE 'G'. G--2 i J 92:20'59" 20.00' 32.24' 6" CL/RB PER G-1 [11 87'39'01· 20.00' 30.60' 6" CURB PER G--1 ~ N01775J"W 121.72' 6" CURB & GUTTER TYPE 'G'. G-2 NOTE: REFER TO PUBLJC IMPROVEMENT PLANS FOR PO/NSET7/A LANE & P0RllON OF BLACK RAIL ROAD PREPARED BY HUNSAKER & ASSOCIATES, (DRAWING No. 379-6) TO BE BUILT BY OTHERS. ..... > _ __,>=z=:::: =======-- 0 10 20 40 SCALE : 1"=20' FUTURE POJNSEmA LANE SURFACE IMPROVEMENT PER CITY OF CARLSBAD DRAWING No. 379-6 TO BE BUil T BY OTHERS 60 NORTH.-RL:Y SCALE : H r 1 20· , . " ____ _.,__ .. " ,' -...... "" ·~ --· __ .. , .... , .. ···-·•. V; 1 4" . . . . .,., .• ,. .. -.. _. -·--, .. _ .. , •. -. ..... ~---·--· ·-----~----·•" -------------,M 'fY1WR SCALE : Hi: (=20' -H:r;;r--~ -'f" ~~~----....... ~. \', ,· .. \11 m11 H 'i ' !_1 '!! , , 'I ,.1.,.,,../" CA '-"'-· ,,, -~-- l----+-----+-------------lf-----+---+---+----1 I SH4EET I CITY OF CARLSBAD I SH6EETS I ENGINEERING DEPARTMENT :::=='...'==========--==~ IMPROVEMENT PLANS Ji'OR: :&,...... BLACK RAIL ROAD ® CLEAR SIGHT DISTANCE CORRIDOR 0 MUNICIPAL WATER DISTRICT REC. 7/21/58 IN BOOK 7174, PAGE 293, TO BE QUITCLAIMED c3 CAUnON !!! '< CONTRACTOR TO VERIFY EXACT LOCATION & ELEVATIONS OF APP~OVED LLOYD B. HUB S ';. EXIST. UNDERGROUND UTILITl[S PRIOR TO START OF 'A. "-"''"'LT' (""_ ,//-IA-o? © PEDESTRIAN RAMP PER GS--20 & TYPE 11 ; G--27 >, /'2-/,,·0I, "" uu1, CITY cNGINEER EXPIRES 12/31 05 DAE E CONSTRUCIION THE [NG/NEER OF WORK SHALL BE NOl/REO r==±:=-::-:--::-::=-,-,::-=c-c=cc---.Jl-=-jzt•44J•oj4}~J,F'!c=--cc--_r,J,.,_1!..:.fl,~,.:::'e~(/.'-'--·-'il1,::B1F-t::_"'i_,,,_q:izc\;;y.'}c.""'(J,'ib'l'f8'iil,,"",~fl,~t-Z,,Tl"''ll:,,.'fl~Af~1J'@d_•.,,_l!}c~;,;A'i£~-_f:,/3~{1,U,,,__,z;,clccTr_:_t-::_-::_-::_-::_1-::_-::_-::_-::_t-::_-::_-::_-::_7:--::_-::_-::_j ~====:::;~;'=;";::::=:=====::::;-:====='. 2 OF ANY DISCREPANCIES WITH 71-1/S PLANS. ~~ t f'lf?OdN eu&INt:ttKINe, ING." DATE INITIA.L I OWN BY: PROJECT NO. DRAWING NO. 0 CONSULTING ENGINEERS DATE INIT!AL DATE I INITIAL CHKD BY· CT 00 2'2 403 5 /Ql---------------------------===================~-----------------------------------------------1=~1~18 ~ 7 ~NE~w~cA~sr~LE~A~~N~u~,;~~,,~c~10~ 3===~·~;c;·,N~'E~R~~;;~";K1==:::R~E~V~IS:IO:N~D~E~S~C~R~l:P:T~IO~N~===J~;;~~t;~~~~~R~~~=!~•~~~~=~~~~~~=~~~~~~~ 'CARDIFF BY THE SEA. CA. 92007 " OTHER APPROVAL CITY APPROVAL TEL. 760 436-8 06 JOB No. 02-011 2/06/03 -ll C: -Cl \ i \ i1 ' ! !, ! , 1 i ) : 1 1 1 : ; I 1 ! · t ; I i I i ! I ! ; 1 1 I ) 1 ! ' , i 1 I I l 1 1 1 1 f r : l i l j i ! I 1 ! ! ' ! ! 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Ut i ! : I 11 I VI vv I j i I i-I ! : L \ : i ftl v~ ! ! ! / I i ! i ! i i p-J uq I ! i I l I YT ..... , I I --;.._ i i -\--: I I ~ ! 71Al"'l '.2.07 S & B REPLACE APPROVED SHEET 5 DATED 4/14/03 12/06/06 S & B "AS-BU1LT" DATE DAlE INlllAL DAlE INITIAL DATE ENGINEER Of WOOi< REVISION DESCRIPTION OTH£R APPROVAL CITY APPROVAL c.: \Civil\Pro,Ject\02 011\0201/ipdwy-A Pubilc.dwg REDEEMER BY THE SEA SEWER & WATER '-', ) i V j•.., I ( 1 ~,, ! ....;..J : ! ~·-e:rf-----+--1 4/t'?t:?4 ;ti", ·-1 :7 APPROVE. o LLOYD ~s /4 A CITY ENGINEER p z-<"89 EXPIRES 12/31 /05 °8A1E 1~ D\'.'N BY: N D0$04 PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: CT 00-22 403-5 JOB No. 02-011 2/6/03 0 350 1--.. .. ~ I ~ I c:, al ' -0, ~ \l(j ~ S!,! S!,! 1+00· \1 \ \ LOT 4 c: \Civil\Profect\Q2-01T\02011ipdwy-A Pub!ic.dwg CAUTION!!! PROFILE SCALE · HORIZ = /-1: t" =ZO' VERT. = \I: 1' =4' N8/j'2r36'E 421.67' CONTRACTOR TO VERIFY EXACT LOCA l/ONS & ELEVATIONS OF EXJSTING UNDERGROUND Ul/UTIES PRIOR TO START OF CDNSTRUC7/0N. THE ENGINEER OF WORK SHALL BE NOTIFIED OF ANY DISCREPANCIES MTH THIS PLAN. I ' I 10-itOO IE 324.30 --_c----.--:-: ------- \-LOT 2 l( .... f(rr'~--.. .• ·. LOT 1 .· . EXJSTING JQ' WATER EASEMENT IN FAM OF CARl:.SBAD MUNICIPAL lll<!lER DISTl?ICT REC. 7/21/58 IN BOOK 7174, PAGE 293, TO BE QUITCLAIM£D EXJST WATER IJN[S TO BE ABANfJONED. AFTER CDNSTRUCTION OF FUTIJRE WATER MAINS PER DRAYlfNG NO. 391-8 CONTRACTOR TO COORDINATE llfTH CAIILSBAD MUNICIPAL WATER DISTRICT FOR DIRECTION. I II . __ __:__ _ __:___c__-c--+-----'----'--------+---'---'-----'----:------'----------:-----t--:-----~~~-·•-.--,-----; '------.,.__ ~ i" i I I I I ! ! I I . ~. . +00. ___ ._--'------~--,:;~ii.~Y-~'--'-=-=~·---·--------~- SOWARDS t BROWN ENGINEERING, INC. CONSULTING ENGINEERS 2187 NEWCASTLE AVENUE SU11E 103 CARDIFF BY 1HE SEA, ~g_i}_ . .._ 92007 TEL 760 4.36-=uv 150' lJNE OF SIGHT WATER DA TA TABLE I BEARING DISTANCE 1 N88'21'36"E 65.85' SEWER DATA TABLE I 1 l2 Ll BEARING DISTANCE N88'21'36'E 75.00' N88?J'J6'E 275.00' N88'21'36"E 48.69' L/,.,,/, 7 Ot1Tt DESCR/Pl/ON 6' PVC C-900 (HG 550) DESCRIPTION 8' PVC {C-900} 8' PVC ( C-900} 8' PVC (C-900) ---~ fii$81,"' f:!::J. :::; 1) ;j? ~ C:AU ,/ ~~_;;;_~_ .. ~~_., ~ CITY OF CARLSBAD l---+---1-------------------t----t---t---t---t LJ!_j ENGINEERING DEPARTMENT 1----1--+-----------------lf----t---t---t----J IMPROVEMENT PLANS FOR: REDEEMER BY THE SEA SEWER & WATER APPROVED LLOYD B. H!JjBS 1---+--+-------------+----J----!--t-----J l,:::2?&t..0~0~i$,ifl,,i,i:.._L~.L_y/4~,i. !irtili!!d!ltt!•""""'----~--~-/4· a3' '/J,'l,-fJUll T' DA TE INITIAL DA TE INlTIAL ENGINEER OF WORK REVISION DESCRIPTION OlllER APPROVAL CITY APPROVAL CITY ENGINEER PE 23889 EXPIRES 12 31 05 DATE OWN BY: Ill /JQSQA CHKD BY: GYP RVWO BY: JOB No. 02-011 PROJECT NO. CT 00-22 2/6/03 DRAWING NO. 409-5 ! \ I 0) 0 -0) -~