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HomeMy WebLinkAboutDWG 441-6; CDP 05-19; AVENIDA ENCINAS - ROAD WIDENING; 01-05GENERAL 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 CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJtCT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J . CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENG/NEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHAU BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WIU 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 PERM/ TTEE'S POU CY IN THE MINIMUM AMOUNT OF $1,00D,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY "M?ITING THE POLICY MUST HA~ 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 HA VE 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 WIU BE MADE TO THESE PLANS WITHOUT THE "M?ITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 8. ORIGINAL DRAWINGS 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 CONDITIONS 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 PROJtCT SITE AT AU TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHAU BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PRINCIPAU Y DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WIU BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DA 'YS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEOIA TEL Y SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTRUCTION MEETING SHA// Bf Hf/ D AT 1Hf SITE PRIOR TD THE BEGINNING OF WORK AND SHAU BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SUPERVISION. TESTING AND AU OTHER ASl'EC1S OF 1HE WOR~ THE CONTRACTOR SHALL SCHEDULE 1HE MEETING THROUGH THE PERMIT CLERK 760) 4JB-J891 AT LEAST FIVE(5) WORKING DA 'YS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 1J. AU INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION RE EST LINE AT 760 4JB-J891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. IN EC ONS WIU BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WIU BE SCHEDULED FOR TWO FUU WORK DA 'YS LATER. 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHAU BE SOI.ELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL. STATE AND FEDERAL SAFETY AND HEALTT-1 STANDARDS, LAWS AND REGULATIONS. 15. TT-IE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO TT-IE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING TT-IE DESIGN OF SHORING, BRACING SLOPING OR 011-IER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING TT-IE PIPE INSTAUA TION THEREIN. THIS PLAN MUST BE PREPARED FOR AU TRENCHES FIVE FEET (5') OR MORE IN DEPTH ANO APPROVED BY TT-IE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF TT-IE PLAN VARIES FROM TT-IE SHORING SY51EM STANDARDS £STAB/ tSHW RY 1Hf CQNSTRUCTION SAFETY ORDERS Ilil £ 8 CALIFORNIA ADMINISTRATIVE CODE. TT-IE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. 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, DPFRA DONS 11!1 I CEA SF lf,lf,lffilA TEI Y AND TT-IE PERMITTEE WIU NOTIFY THE CITY ENGINEER. OPERATIONS WIU NOT RESTART UNTIL THE PERM/TTEE HAS RECEIVED WRITTEN AUTT-IORITY FROM TT-IE CITY ENGINEER TO DO SO. 17. AU OPERATIONS CONDUCTED ON TT-IE SITE OR ADJACENT 11-IERETO, INCLUDING WARMING UP, REPAIR. ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS, EARTT-IMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHAU BE LIMITED TO TT-IE PERIOD BETWEEN 7:00 A.M. AND SUNSET EACH DAY, MONDAY 11-IRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDA 'YS. (A LIST OF CITY HOLIDA 'YS IS AVAILABLE AT TT-IE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO TT-IE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DA ys PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL 8£ RESPONSIBLE rOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESUL I OF THE GRADING OPERATION. 19. NO BLASTING SHAU BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. TT-IE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF TT-IE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF 011-IER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM TT-IA T SHOWN ON TT-IE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON TT-IE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF AU EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) WITT-1/N TT-IE PRO£CT SITE sumC/ENTL y AHEAD OF THE CONSTRUCTION TO PERMIT TT-IE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT TT-IE ACTUAL LOCATIONS ARE IN CONFLICT WITT-I THE PROPOSED WORK. 22. THE CONTRACTOR SHAU NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DA 'YS PRIOR TO STARTING CONSTRucnON NEAR THEIR FACILITIES AND SHAU COORDINATE WORK WITT-I A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDGJ<E PACIFIC BELL ADELPHIA CABLE COMMUN/CATIONS COX COMMUN/CATIONS CITY OF CARLSBAD (STREETS AND STORM DRAIN) CITY OF CARLSBAD (SEWER, WATER Jc RECLAIMED WATER) [BOO) 422-41JJ 760} 480-7647 (800) 892-012J {760) 4JB-7741 {760i 806-9809 760 4J4-2980 760 4J8-2722 STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WIU BE DETERMINED APTER "R" VALUE TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF TT-IE STA TE OF CALlrORNIA, PRINCIPAU Y DOING BUSINESS IN TT-IE 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 DA 'YS BErORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON 11-IESE PLANS,UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHAU BE SHOWN ON TT-IE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT rOUNDATIONS WIU BE AUOWED. ALL LUM/NA/RES SHAU BE ·cur OFF" TYPE. J . ALL UNDERGROUND UTILITIES AND LATERALS SHAU BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURrAC/NG OF STREETS. 4. STORM DRAIN PIPE SHALL BE RE/NrORCED CONCRETE PIPE WITH A MINIMUM 0-LOAD OF 1,J50. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTT-1 IS LESS THAN 15 FEET AND BACKFILLED WITH J/4" ROCK PER SORSO S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD JOJ4 rOR SOR J5 SOLID WALL PIPE. 5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET Or BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN 011-IER AREAS TT-IE PIPE WIU BE PLUGGED WITT-I CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 6. WHEELCHAIR RAMPS SHAU BE INSTAUED PER REQUIREMENTS OF TITLE 24, CALlrORNIA ADM/NISTRA TIVE CODE. 7. STREET TREES SHALL BE INSTALLED PER SECTION IV D.J OF TT-IE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT MARKERS SHAU BE PLACED IN TT-IE STREET WITHIN THE LIMITS OF WORK OF 11-1/S PLAN PER SORS DWG M19. 9. AU SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY 11-1/S WORK SHAU BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHAU BE PROVIDED TO TT-IE CITY ENGINEERING INSPECTOR. SEWERNOTES 1. ALL SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED AND TESTED IN ACCORDANCE WIT.H THE CITY OF CARLSBAD ENGINEERING STANDARDS VOLUME 1, GENERAL ENGINEERING STANDARDS, CHAPTER 6, DESIGN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES AND VOLUME J, STANDARD DRAWINGS AND NOTES DATED JUNE 30, 2004. 2. TT-IE CONTRACTOR SHAU OBTAIN AN EXCAVATION PERMIT FROM TT-IE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF TT-IE STA TE CONSTRUCTION SAFETY ORDERS. J. BEFORE ANY CONNECTION TO TT-IE DISTR/CtS EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM TT-IE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTR/CtS ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. TT-IE CONTRACTOR SHAU NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. (TELEPHONE NO. [76D] 4JB-J891) WATER NOTES 1. WATER AND RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WIT.H THE CITY OF CARLSBAD ENGINEERING STANDARDS VOLUMES 2 Jc 3 FOR POTABLE AND RECYCLED WATER STANDARDS DATED JUNE 30, 2004 OR LATEST EDITION. 2. TT-IE CONTRACTOR SHAU OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA NOT/FICA TION BEFORE ANY EXCAVATION AND SHALL ADHERE TO AU PROVISIONS OF TT-IE STA TE CONSTRUCTION SAFETY ORDERS. J . 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. DmCE AND MUST BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPERINTRNDENT. 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DA 'YS BErORE CONSTRUCTION BEGINS. THE CONTRACTOR SHAU NOTIFY TT-IE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION (TELEPHONE ND.[760) 4JB-J891) rOR SCHEDULING. 5. NO TREES OR STRUCTURES SHAU BE AUOWED IN TT-IE WATER LINE EASEMENT, AU EXISTING TREES AND STRUCTURES SHAU BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 6. TT-IE EXACT HORIZONTAL AND VERTICAL ALIGNMENT ANO TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN TT-IE DETECTOR CHECK VAL VE AND BUILDING SHAU BE DETERMINED BY TT-IE CITY OF CARLSBAD FIRE MARSHAL. 7. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH TT-IE "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR THE CONSTRUCTION OF RECLAIMED WATER MAINS -CARLSBAD ENGINEERING STANDARDS VOLUMES 2 d: J DA TED JUNE JO, 2004 OR LA TEST EDITION. 8. AU BURIED COPPER PIPING AND APPURTENANCES SHAU BE PROTECTED BY MEANS OF CA 11-IODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTT-IER MANNER, TT-IE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE rORM OF PROTECTION. 9. AU POTABLE WATER SERVICES SHAU BE 1• AND AU POTABLE WATER METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON TT-IE PLANS). 10. AU WATER METER BOXES SHAU BE ARMORCAST. 11. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHAU BE 5 FEET. 12. TT-IE TOP OF WATER METER BOXES SHAU BE FLUSHED WITT-I TT-IE FINISHED SURFACE GRADE. bliA,lnc. land planning, cMI engineering, surveying 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92008-4387 (76D) 931-8700 PUBLIC IMPROVEMENT PLANS FOR TOYOTA CARLSBAD 4':~CITY OF CARLSBAD, CA ,,~ ; -\ ; J, \ \ ; ,< ~--f ,, \ \ , ,, ,, ,, ,, ,~ \ \ ,-\ ' - EARTHWORK QUANTITIES: ,~ ,~ ,~ ,~, \ ,' \ \'S \ \ \ ' \ ,~ -,, ,, ,, ,, \ \ ~ \\ \ .,, ,, ,, ; \ , ,.., ~s~,~~. 150' 75' 0 150' 300' --- SEE WATERLINE £ ENS/ON SHEET 4 450' EXCAVATION: 750 CUBIC YARDS EMBANKMENT: 20 CUBIC YARDS EXPORT: 730 CUBIC YARDS ---- REFERENCE DRAWINGS: CITY OF CARLSBAD DRAWING NO. 161-6 210-6 256-7, 7A.!c78 330-2A SITE WORK TO BE DONE TT-IE IMPROVEMENT WORK SHALL BE PERrORMED IN ACCORDANCE WITH THE rOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY TT-IE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS J. TT-1/S SET OF PLANS 4. PLANNING COMMISSION RESOLUTION NO. 'S 6044 d: 6045 DA TED J/15/06. 5. TT-IE STANDARD SPEC/FICA TIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY NORCAL ENGINEERING DA TED 4/4/05 AND UPDATED MAY 12. 2006. 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PEBMIT CONDITIONS, PC RESD 6D46 DA TED 3/15/06 - SEE ADDIT/Ol<(AL ,torES ON :511£1"-r 2. LEGEND DESCRIPTION DWG.NO. SYMBOL QUANTITY RIGHT-OF-WAY R/W EXISTING WOOD FENCE -x-x-x- EXISTING SPOT ELEVATION ,44.4 EXISTING CONTOUR ---------45------- EXISTING WATER METER D EXISTING SEWER CLEANOUT 0 EXISTING CONCRETE I,'. -: 4 . • I EXISTING ELECTRICAL LINE (E) EXISTING WATER LINE (l,t) EXISTING SEWER LINE (S) EXISTING GAS LINE <GAS) EXISTING TELEPHONE LINE (T) EXISTING SEWER MANHOLE SM 0 EXISTING FIRE H'IVRANT FH ~ EXISTING WATER METER ® EXISTING CATCH BASIN EK/ ST/NG STREET SIGN ~ PROPOSED 4• AC/ 6"8ASE PVMT 13,370 SF 6" AC DIKE SDRSD G-5 1175 SF RETAINING WALL 724 SF FLOW PATH 2• MIN GRIND Jc AC. OVERLAY 17 Z Z Z Z Z Z Z ~ 2350 SF SPOT ELEVATION 50.0 TOP OF WALL 12.J TW FINISH GRADE ~ 12.3 FG SAW CUT EXISTING AC 1175 LF PCC DRIVEWAY G-14 A .,--._,; .... :,~---~ (:r '" [', 450 SF PROPOSED CUT SLOPE PROPOSED FILL SLOPE T T DAYLIGHT LINE -""-...>I<. .....>I,_ EXISTING STRIPING PROPOSED STRIPING 2,535 LF STREET SIGNS -PROPOSED -0-10 EA GUARD POST.$ SDRSD 1.1-9 c:::JEc-J EA PROPOSED a• WA TERLINE w JO LF PROPOSED FIRE H'IVRANT CMWD W12 -1 EA ''DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM TT-IE ENGINEER OF WORK FOR THIS PROJtCT, TT-IA T I HA VE EXERCISED RESPONSIBLE CHARGE OVER TT-IE DESIGN OF TT-IE PROJtCT AS DEFINED IN SECTION 670J OF THE BUSINESS AND PROFESSIONS CODE, AND TT-IA T THE DESIGN IS CONSISTENT WITT-I CURRENT STANDARDS. BASIS OF BEARINGS PALOMAR I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPEC/FJCATIONS BY TT-IE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES rOR PROJECT DESIGN. T.HE BASIS OF BEARINGS FOR THIS SURVEY IS T.HE NADB3, ZONE 6, GRID BEARING BETWEEN FIRST ORDER STATION "CLSB-1J7" AND FIRST ORDER STATION "CLSB-142~ PER CITY OF CARLSBAD SURVEY CONTROL, AS SHOWN ON RECORD OF SURVEY NO. 1 7271. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY AERIAL SURVEY MET.HODS FROM /NFORMA TION PHOTOGRAPHED BY TOW/LL, INC. ON SEPTEMBER 9, 2005. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. SHEETINDEX SHEET 1: SHEET 2: SHEET J : SHEET 4: SHEET 5: TITLE SHEET DETAIL, PLAN & PROFILE PLAN & PROFILE PLAN, PROFILE & WATERLINE EXTENSION SIGNING Jc STRIPING PLAN BENCHMARK CITY OF CARLSBAD SURVEY CONTROL POINT NO. 057. A 2.5" DISK IN DRAINAGE BOX INLET IN T.HE SW QUADRANT OF A VEN/DA ENCINAS AND CANNON ROAD. ELEV.=44.010 NGVD 29 ~ AIRPORT RD. l(1 0 ~ < ~ "'.'~ VICINITY MAP NT.S UTILITY DISTRICT APPROV AL(S) FIRM: BHA, INC. ADDRESS: 5115 AVENIDA ENCINAS, SUITE L CITY, STA TE: CARLSBAD, CA 92008 TELEPHONE: (76~= BY: "k /,_ RONALD L. H OWA Y R.C.E. NO.: 29271 REG/STRA TION EXP/RATION DA TE: MARCH JI, 2007 DATE: //-/{,-ot;, ---~~~- "AS BUILT'' ABBREVIATIONS: CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMENTS NO. Of F.H.(S).b....F.FLOW l:?5¢ G.P.M. OUT OF ....1.....F.H.(S). 14 ~ ipojoB AB -AGGREGATE CONCRETE BASE AC -ASPHALT CONCRETE BC -BEGIN CURVE eve -BEGIN VERTICAL CURVE BW -BACK OF WALK Cd:G -CURB AND GUTTER CDS -CUL-DE-SAC CL -CENTERLINE CO -CLEANOUT DC -DEPRESSED CURB E -ELECTRIC EB -EASTBOUND EC -END CURVE ECR -END CURVE RETURN EP -EDGE OF PAVEMENT EVC -END VERTICAL CURVE FC -FACE OF CURB FL -FLOWLINE FS -FINISHED SURFACE G -GAS GB -GRADE BREAK HOPE -HIGH DENSITY POL Y£THYLENE HP -HIGH POINT L T -LEFT MH -MANHOLE I.IVG -MIDDLE VERTICAL CURVE NTS -NOT TO SCALE P -PAVEMENT PCC -POINT OF COMPOUND CURVE PL -PROPERTY LINE PRC -POINT OF REVERSE CURVE PVC -POLY VINYL CHLORIDE RCP -REINFORCED CONCRETE PIPE RT -RIGHT RW -RIGHT-OF-WAY S -SEWER SD -STORM DRAIN SOR J5 -STANDARD DIAMETER RA no J5 SDRSD -SAN DIEGO AREA REGIONAL STANDARD DRAWING -SIDEWALK -TELEPHONE TOP OF BERM/DIKE -TOP OF CURB -TOP OF FOOTING -TOP OF GRATE >-------------------< BLD SPRINKLED-S .. F.FLQW 'Sfu.P.M. CAR~ ?NICIPAL WATER DISTRICT UL.~ z./,/•7 DAVID A. HAUSER DA TE DEPUTY CITY ENGINEER R.C.E. 33081 EXP. 06/30/08 I RCE ?.92.71 EXP. 3/zypf DATE i 4 · 'l·oj DATE t---+----+-------------1---+--+---+----I I SHJEET I CITY OF CARLSBAD ~5 ::===:::'....'::::==£:::N:::G::1N::E::£R::1N::::G:::::::D:::EP::A::::R::::TM:::£:::N::T==::::::'...'.:~==~ >---+----+-----------------+-----+---+----+----+ IMPROVEMENT PLANS rOR: A VENIDA ENCINAS -ROAD WIDENING (PUBLIC) APPROVED ITY ENGINEER EXPIRES 6 30 08 2./&/07 DATE 29271 R.C.[. EXP. J/J!/07 //-/I,· o(. IE -INVERT ELEVATION /OD -IRREVOCABLE OFFER OF OED/CATION SW T TB TC TF TG TW w -TOP OF WALL -WATER REVISION DESCRIPTION DA TI: INITIAL DAT£ INITIAL DWN BY: CHKD BY: B !>-1'. RVWD BY: PROJECT NO. CDP0S-19 DRAWING NO. 441-6 UC. EXP. OAT£ OAT£ ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL K: \Land Projects 3\59 1-0804-605 \0WG\JMP \591-0804-/MP-01.dwg 11/15/2006 2:24:02 PM PST 050207 042009 ) .... ..J ..J ..J ..J ... al; ,.. 0, ..J ,.. "' s ! "' ,.: + - "' 0, "' + 0, 0, 8 0 0 0 -IQ "' ..., ..; "' ..., - "-0 0 ., ~ ~ ... 0 -;:!: 0 "' ⇒ 0 + 0 -,.. 00 0, "' ....,. 8 o' ....,. 8 I:; 0 "' "' 0, "- :£ u 0 ,.: 0 -+ --- 9 10 11 CAUTION: 12" HIGH PRESSURE GAS LINE. PROTECT IN PLACE. i--....__ ,_u 1--' 1--' ..J 'C 1--' 1--' 1--' 1--' ..J ..J ..J ..J ..J ..J .. "'(t-..'. . ... ... 0, V) f;3 ... ... ... ... "' - ":~~ <o "' ... ..., ..; <o 0 Lu ..: "' "> ,.: ! ~ d ! ! ! 1 ! 1 ~co~ 0 0 0 0 g 0 0 0 0 ... 0 0 0 g ~ ... ~~ ,.: 0 ~ 0 ~ EXIST. ~ ~ [!j 0, 0 "' Oj,-+ + RAILROAD + + + + 0 ROW <o Qj Qj <o 0, 0, 0, 0, -- <G4S> <G4S) ov---CGW -<GAS) TGA-S, <GAST= <GAS). -GAS) ,.--r ~ "-.. -f----,, (T) t----. (T) --+ (T) ---+-"'-I--(T) -"'--T) --(T) +--(T) ---+ (T) (T) ) <n (T) t--r-< -<G4S) -(T) ( EXIST. TELCO 1 CONDUIT -PROTECT IN PLACE REMOVE EXIST. AC BERM GRIND & OVERLAY LIMITS 10+00 --=@'----"(~ S~1--~S> =-~S) =~ <S> --' ... CS)~-<S> --<S) (S) ,s; <'S) ~'--<S) -- ! EXIST. IMPROVEMENTS PER DWG. NO. 161 6 I 1--' 1--' 1--' ..J ..J . . ... 0 ... ... 0, <o " " o:i 1 1 1 0 g 0 ~ g + + 0 -- AS) <G S> ',j, .:(T) --(T) 1 T) 11+06T) • ..J ... "' 0 + - 8-"' . "' "' -- o' 0 ....,. 0 "' (0 ..; -,.: + 00 --,.: ------ 1--' 1--' ..J ..J . . ... ;:t <o 0 oi - 1 t g /f g ~ + - -(GAS (G AS) ~ -~ <S> (S) ' .... ..J "' ..; + + ... - 8 ;;:- ~ 0 "' (GAS) -f---,,L CENTERLINE A VEN/DA ENCINAS 1--' ..J ... ... 12 "' - - <GA~~--1--- (T)-- +o ~ "' + ... "' A CD H,eJ-) _ _,__ ..., (Ti " ) <S> _J ~~~ <S) --~'<S) 3s1 ~ <S> ¢ (S) N ,.... ""' E-< ~ t@ Vl ~ ~ <T Vl <T ~ .... 5 E-< ~ 0 0 0 R/W EXIST. EXIST. 37' TW 44.06 EG 43.23 GROUND~ 13' -,__ TYPE C-4 RETAINING WALL SECTION A-A 42' --- EXIST. AC BERM TO 8£ REMOVED RAILROAD NOT TO SCALE Ii R/W 37' DESIGN ELEVA noN REPRESENTED IN PROFILE ~ EXIST. GROUNDl ~ MINIMUM STRUCTURAL SECTION 4• AC/6" AB REFER TO STREET NOTE N0.1 79' VARIES 42' 13' MAX 32' (TYP.) ~SAWCUT UN£ . 7 2' MIN 6 TYPE A BERM REMOVE EXIST. ~ -ACBERM GRIND & OVERLAY SEE HEADER CUT DETAIL BELOW R/W 10' EXIST. 6" CURB AND GUTTER, AND SIDEWALK (1,1)-- .. _ (£J .. • 1,1)--(1,1)--(1,1)•----(\,')--(\,)---(\v')--(\,')--(Iv')-'=-(\,')--(\v')--(\,')--(\,')--~ (\,') --(\,') (\v') (\,') (\,') (\v') --(\,')--_('.') ~ (\v') .. . ._...._. r---+ TYPICAL SECTION A VENIDA ENCINAS WoR..r.. TO ilE ~olf£ ,L\PJV: 211~030~25 9. ST<>/1.M.WATE/l. Ml,.Nl,GEM61'/"T ft.lt>i 1'1.l'AfLn l)f ll~A.,INC. l>ltT•I! NOtl. %01 :Z.00'-. 10. S"TO/l.MWA"TE/l. l'tt.t.UTtUI "'"~fN PIJ,,N (.SWl'l'I') P/1.11',fL,n .,, 11/M ,u,c.. l>ATSJ: JUI.Y IZ, ZODw I WDIP-# 9 'J1C. s~z ,,, 1 ti. CAt.ll'Oll,t/A ST•Jl..,WA"Tli'A lilUII\LITY 1,sso,,,,.-r,0111 STO/l.MWMW'L. IIJ"T lllfANl,G6/lllllrNT P~tc.li, '°"' STLU er,_ lltf-1/1 lo•C AIII Tl/ff sr,,-,-; .,, c.1, .. ,,..11. llttf I O#ft+LTllll"1T OF TRAl/sNI-T/ltTIUI, CoN1ruc.r10N S/ff 1111' N-1411'4£/lrr p,1,4e.r1cES (IIM,) /tlll/1111/k. CURBDATA NO. DEL TA OR BRG. RADIUS LENGTH REMARKS 1 N32°33'41 "W 341. 73' 6" TYPE "A• BERM 2 N30"29'57"W 54.41' 6" TYPE "A• BERM CENTERLINE DATA NO. DEL TA OR, BRG. RADIUS LENGTH REMARKS 1 t.=01,3'37• 950.00 20.33' CL A 1£. ENCINAS 2 N30"29'57"W 375.60' CL A I>£ ENCINAS NOTE TO CONTRACTOR: THE CONTRACTOR SHALL VERIFY THE LOCATION Of' ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) 'MTHIN THE PROJECT SITE sumCIEN7L y AHEAD Of' THE CONSTRUCTION TO PERMIT THE REVISIONS Of' THE CONSTRUCT/ON PLANS IF IT 15 FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT 'MTH THE PROPOSED WORK. I/'. ,· . . . .· E)· . ••·. . ·_(£. ~). (Fj •·· ) ... ·. .. _·p ' AS~· · lEX ' <~:s) ~ N ,.... NOT TO SCALE T.I = 8.0 R/W r .~ PLAN -A VENIDA ENCINAS 20 10 0 20 40 60 -------SCALE: 1 • = 20' STATIONING ALONG CENTERLINE A VENIDA ENCINAS IS BASED ON CITY OF CARLSBAD IMPROVEMENT PLAN DWG. NO. 161-6 --.. ·-·.•.-~~-----;,;;.· ~..-2"' ~,Tl; . ' ' ,. r~ \ ') • :/W " I .. 1--' Cl: (j is EXIST. AC BERM -...__ TO 8£ REMOVED 2' ----2- r,~ II'. ,- r,~ "' :. "' • \,_j :'> NEW PAVEMENT 2' MIN OVERLAY 0 0.10' MIN THICKNESS OR AS DIRECTED "AS BUILT'' ~ \,., ""l "' ll.. & BASE ~-1()' \)-" ..... Cl: ,J ~ J ~ • Lu n1 (y 0~ ~B c:; I i~ ~ I 0 !l: "'i "l 'C c:; ... l!:?t '--+ t '--6 ..----~<-;-->---_;...~EXIST. PAVEMENT 12. U/4.,r 10 /.r~l os RCE 2,9Z.1/. EXP. -J./1')0, I DATE I REVIEWED BY: I -\- ~ ~> I (~ -..,__ ft u~ <~' ·&1 ~ '(' ~ ~it '--PROPER r,l_NE/ ' ' I 7 PROJEC BOUNDARY HEADER CUT DETAIL NOT TO SCALE 0 2 1-Cl-I. 4-j•o'I if;JiEcToJ() DATE t-----t----11-------------+----+----4---4-__j I SH2EET I CITY OF CARLSBAD I SHE5ETS I 'IL~~~-:------------:-----=~~;;;:-t==::t==t================j==j==±==±=j ENGINEERING DEPARTMENT I b I . I t----i--+---------------1---1---i----1-----J ~IMP=R==O:=:VE~ME====NT::==:P::LAN::::::S:::::::FO::::::R::::::· ======='-'==::::; HA, nc I A VENIDA ENCINAS -ROAD WIDENING lend plan,,ng. cMI en~:aerng. uveyng (PUBLIC) 5115 AVENIDA ENCINAS SUllE "L" CARLSBAD, CA. 92008-4387 (760) 931-8700 29271 R.C.E. EXP. 3/31/07 11-(b-OL. DATE IN.11Al. UC. EXP. DATE DAT£ ENGINEER Of WORK DA TE IN.11AL REVISION DESCRIPTION OTHER APPROVAL APPROVED CITY ENGINEER PE DATE .N.11AL OWN BY: CHKD BY:~8~$.~j""~ CITY APPROVAL RVWD BY: i,,t-v10 ~,4 uJt,<, z./,,i~ 33Cle{ EXPIRES 6 30 08 DA TE PROJECT NO. CDP05-19 DRA'MNG NO. 441-6 K: Land Projttcts J 591-08()4-605 D~ /UP 591-0804-/UP-02.dwg 11 15 '2006 2:.J1:J6 PU PST 050207 042009 ) NO. 2 ( ) NO. 2 ' --- ' -- - " . ... F ~ ~- • '+~ i:;; < ... C o:, ' - " ... ... --...; ... V, r CURBDATA DELTA OR BRG. RADIUS LENGTH NJ0'29'57"W 353.37 ~ = OJ'.JlJ'J6" 2790.78 177 46 ,_ 8 I !f... "I --,~ !6 -+- 13+00 HSncJ8 3SN30 REMARKS 6 • TYPE A BERM 6" TYPE A BERM CENTERLINE DATA DELTA OR BRC. RADIUS LENGTH REMARKS NJ0'29'57"W 353.37 CL A vf. ENCINAS ~ = 03'.JB'J6" 277778 176.63 CL A vf. ENCINAS Q ,;:;_ "'·~ .,., ... - o- o"' I ,;!; <o ' . ' ! I• . V - - I ± ~ -... ~ • I I,,._, I ["I 8 K , ...; 4 .5 "' • I ,-. P'll • 4 .J, . . - 9 o-" , ... .,., ... - -..,.... • >CC 0 t--_..,_ ·+----t---_,1..... 1---L- 1-' l 8 a, .,., ...; .,., - 14+00 0 --: ... 0 DO + .,., ...... ~ 00 "' . + ,":> - 8 "' "' ... ~- ... I • - -- -... ~ L-1 -.L.-·-_,.... ·-- • -o_ 0" ... + ... -1:!! . Lu 0 " " . + ... 0 "-DO ~ 1:-f "' . -"" ,_. + " "' .1---. - 15+00 -1 1 T --.. -L-- 8 0 "' "'' . "' ... - ,,,_ OPI OJ 6" AC ,., I " ,,, T -J... .-1--- o:;i C: " + ... 8 0 "' -" <o - , 110 o-• <o "' ... + -II-' 216 • ,_ [_ ~ _1_ L- -. " 0 +'° " -,- "'· ... "' . +9 - 0 0 l8 + "' DO - 0 -. -"' ~ + <o ~ -~u I:;.,. c5 0 0 I T ' - < T ·- , ~o SI W . 'NI H ,. .. ,.. o- 0"' + " "' . .L-1-I----1---1- . -2_ _,_ _,__ - . '" ( ---1-'"--1-I--_J--1- ---~ --- -I,--- - - IT ,T r~ • 'I ~ 1-·-h ' . . A ~, • I , A T •-.. ~, "1 -_. Cl J ..,. ..L .1. ■ J ..L1'.1 ... -• ,, fu)t11-t-t-t---t--t-t-i-t--+--++--+--t-f-t-+-++-+--t-f-+-+-+-+-+-j-t---1-++--l---l-l-+-+--++-l--l-l--l-+_j___-l.--l_JLLL1-J I ..I. .J.. ·'-, J~ •_,..;_..~ SC AL : 1 • , 20' 01 IZ ' • ' R 16+00 17+00 18+00 ' NOTE TO CONTRACTOR: THE CONTRACTOR SHALL VERIFY THE LOCA nON OF ALL EXISTTNG FACILJTTES ( ABOVEGROUND AND UNDERGROUND ) WITHIN THE ~ROJECT SITE sumCIEN1L y AHEAD OF THE CONSTRUCTTON TO PERMIT THE REVISIONS OF THE CONSTRUCTTON PLANS IF IT IS FOUND THAT THE ACTUAL LOCA nONs ARE IN CONFLICT WITH THE PROPOSED WORK. "AS BUILT" 72.. ~ 10-10-oa RCE 2927/ EXP. :J •l/ -09 DA TE REVIEWED BY: PLAN - A VENIDA ENCINAS (1 ~(2 0 4·'\i'-0'3 20 10 0 20 40 60 ••~• CTOR ( -DA TE i-----t--+------------.J.-----1---.J____.J_____j I SHJEET I CITY OF CARLSBAD I SHE5ETS I '111--:---------------::~::::;:::--t=-=-=-=-=-t=-=-=-=-t=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-i=-=-=-=-:::i[=-=-=-=-t=-=-=-=-j=-=-=-~] ~====~::::::::::::::::EN:::::Gl::::N:::E,::ER::::1N::::G:::::::D::EP::::A:::R:::TM:::E,:::N:::T===='..:::::::::===; I b' . I I IMPROVEMENT PLANS FOR: HA, nc, ,~,Z:0 ~:\:, AVENIDAENCINAS-ROADWIDENING SCALE: 1 • = 20' land plonnlng, clvl e,o.uemg, ~ {ff =~::,~ • (PUBLIC) 5115 A VENIDA ENCINAS II \DP. •-OJ-o,,r :":JJt---r--jf-----------------+..--+---1--~1--~ SUITE "L" @" ~=~====:=====::::;,::;::::=:=;;:;::;:::;::=====:::! CARLSBAD, CA. 92008-4387 '!1,."-<'IYP../..i APPROVED /l ., ;J"! D.+vi " 1/All>tU. (760) 931-8700 '-~o,c.,v• ,,,., .1J-r ,)-i.),/o 7 CITY ENGINEER PE 3.-011 e~PIRES 5/3QI08 DATE /O'""'(lfl, U _Ul /1\ -u11/l.7 29271 EXP. 3/31/07 /f·IC,-OC, UC. EXP. DATE DATE DA "TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION R.C.E. DA "TE INITIAL OTHER APPROVAL DA "TE INITIAL DWN BY: CHKD BY:--n8ns,-t=- CITY APPROVAL RVWD BY: PROJECT NO. CDP05-19 DRA'MNG NO. 414-6 K.-\Land Proj,cts 3\591 0804 605\0IIG IUP \59T 0804-/UP-03.dwg 11/15/2006 2.-J2.-J2 PU PST 050207 042 009 CURBDATA NO. OELTA OR BRG. RADIUS LENGTH 1 t.=04V1'2o• 2790.78 195.92 2 N22'50'01"W 52.01' oO ... -"-0, -"' <'"> ~ ~ J' T -"' "' + .... 0, ., -"' 18+00 19+00 CAUTION: OVERHEAD -t----;,<:::::----1 ·TELEPHONE & CABLE TV <'"> · , RIGHT Bf WAY c:..... ( S> --r .-, u, ) --<G4S> --<G4'1( __ i---11----+------r ~ 53 <T>---- ~ 18 <c!J j 8 g - (1,1>--(1,1) ~ -><;_ ...:,,Jc_ -~ (T)I= ( 1 (T) <T}S <T 1 {T) '-==::::':;~~:==::..;-;;:; --- EXIST. 42• SV,ffl L!NE <W>--<W>--HdSV <T> <T> 19+00 <T> (7') + 00 ...... ~ ; . -.. -. " . ' •--(1,1) -~-:. ... : -~·\:_.-_!_,· _-·_\.;.__-_-. ~:~• REMARKS 6" TYPE •A• BERM 6' TYPE 'A. BERM NOTE TO CONTRACTOR: THE CONTRACTOR SHALL VERIFY THE LOCA 110N - CENTERLINE DATA OF ALL EXIS11NG FACIU11ES ( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE NO. OELTA OR BRG. 1 /J=04V1'20" 2 N22'50'01 "W RADIUS LENGTH 2777.78 195.01 71.64' REMARKS CL A J,f' ENCINAS CL A 1,£' ENCINAS sumCIENTl Y AHEAD DF THE CONSTRUC110N TO PERMIT THE REVISIONS OF THE CONSTRUC110N PLANS IF IT IS FOUND Tl/AT THE ACTT!AL LOCA 110NS ARE IN CONFLJCT WIIH IHE PROPOSED WORK. ' - .. CA E: -.L........ (T) 20+00 C> "' <G4S)-.:__ <S>· --\k_ (T)-<(> 2d./()o,r---~<T) 1 _(1,1)--. -· . ' .•· -. . -~ ---..!..~-----• •• 4 . . ~ " • -• . ':t, "'.:: .... ~ ' ..._ :::ij o; '~ I Q; (G, ) (. <S> - - ;i'.J,.Q:J( • -----< 1,1) :::-------.... .· .. ----__(1,2 "' .,; "' ~ ~ ~ Cl ~ ~ "' ~~ .., ... s, "i.., ) .-· -. . . --.• I· ·.~. , .. ·•. .. ~~ 21+00 CONsmucT N. c. T.D. (!Vs WABASH VALJ:£r BlNCH AIOlJEL. /PP 3020\ COi.Of? INSTALL NCTD BIJS STOP SIGN ~XIST. UCHT .. ~ -. ' .-·_• .-.. ·-. k---.• _«• . . _ .. 20+.,H;i: 42'fir.t. :---:-"'"'----C.:...i_jlil._: I J 'EJJPERTY CORNER • P/L t ,,J PLAN - A VENIDA ENCINAS 20 10 0 20 40 60 ---- - --SCALE : 1 • = 20' •· 22+00 CAUTION: 12" HIGH PRESSURE . GAS LINE. PROTECT IN PLACE. r---1 I ..,. I ,¾- I NO . I WATERLINE DATA N 30·23•02" WI 38.4' I J • "' >< 8 C> 1+00 REMOVE EXIST. WATER METER RELOCATE AS SHOWN ~ --j ,t, <.i ,-: "' ""( ~ C> ti -+-- • • • ED C. 2+00 EXIST. COLLISION CENTER BU/WING --- ---- 8' TO 6' RED CER 1+40.00 F.H. ASSY. ~--1,1 .':;::::~~~JREMOVE EXIST. W.L. OR NEW WATER METER ABANDON IN PLACE LOCA noN PLAN -WATERLINE EXTENSION 20 10 0 20 40 60 -------SCALE: 1 • = 20' (SEE KEY MAP tOR LOCA noN) 1------11----+------------------11-----+--+---+-----l ENGINEERING DEPARTMENT 5 I SH4EET I CITY OF CARLSBAD I SHEETS I llb-1'1'1----------------=~=;:::--~=-=-=-=-:::;~=-=-=-=-i=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-:::;~=-=-=-=-~=-=-=-=-:::;~=-=-=-=-t=-=-=-~~ IMPROVEMENT PLANS FOR: ~---,-,A-s_B_u_1L_T_" ___ __, A, Inc. A VENIDA ENCINAS -ROAD WIDENING land pkn"Wlg, cMI etQ. aamg, ~ (PUBLIC) ~ 01P tfkL HI• 3!> -oft 5115 AVENIOA ENCINAS ~ ..,_ SUITE "L' RCF Z,92,, I EXP. ~-31-09 DATE CARLSBAD, CA. 92008-4387 (760) 931-8700 REVIEWED BY: DATE 29271 R.CE EXP. 3/Jl/07 UC. EXP. DATE DA TE INITIAL DAlE INITIAL DATE ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL APPROVED (2_1-?t, P,tlJI a.L,l0 " . l &il1 □V CITY ENGINEER PE 330 EXPIRES 6 30 08 DATE OWN BY: PROJECT NO. DRAWING NO. DAlE INITIAL CHKD BY: B:SS CITY APPROVAL RVWD BY: CDP0S-19 441-6 I<: Land Projects J 591 -0804-605 Otte IMP 591-0804-/IJP-04.dwg 11 15 '2006 2:JJ:22 PM PST 050207 042 009 ) 0 ... :e 0 G') -t "'-a» SIGNING AND STRIPING NOTES THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL 1. SIGNING AND STRIPING. MARKINGS SHALL CONFORM ALL SIGNING, STRIPING ANi~LP~'/Ft~~~RM TRAFFIC CONTROL DEVICES 2 · TO TH£ CALIFORNIA MA AS AMENDED FOR US£ IN i~v::;%N¾~,TCfHf 0g:i_ ~1~:i ;i~D:{JNff Pfi;;'c;:,;g~f ~~°r51~s,~~s. LA TEST VERSION THEREOF, T TO TH£ APPROVAL OF TH£ 3· PUBLIC WORKS DIRECTOR ALL SIGNING ANO STRIPIN~JS H7f8;/fffRESENTA TIVE, PRIOR TO /NSTALLA TION. O STRIPING PLANS SHALL BE ANY DEV/A TION FROM THES~ SiJfN'(;gR:NANO PUBLIC WORKS DIRECTOR 4· APPROVED BY THE ENG/;'7! THE FIELD. PRIOR TO ANY CHANGE ALTRANS SPECIFICATIONS. ALL STRIPING SHALL 8£ REF~~c~:i :~;Kc; AFTER INITIAL PAINTING. 5. STRIPING SHALL BE REPAINT, LTRANS SPECIF/CATIONS 6. ANO SHALL USE ENCAPSU ALL S/GNAGE SHALL 8£ Rf:LfE~T1'(_'f:NiE~£;.tr:cTIVE SHEETING (HIGH INTENSITY OR EQUAL). ATTACH NO '---------p 'ARKING SIGN (R26) TO EXIST. L ACCEPTANCE OF STREET IMPROVEME~TtH:LL STREET 7 · r;::.~~iN~ ::.i~A MARKINGS WITHIN A 5ff;~~Rl~g1;.R,,L~KE NEW" CONDITION, CONSTRUCT/ON PROJECT WILL tfR~tAL OF THE CITY INSPECTOR. IN A MANNER MEETING THE A MIT LINES SHALL BE EXACT LOCATION OF STRIPl1otf:f ti;rcT~R OR HIS REPRESENTATIVE 8. APPROVED BY THE PUBLIC PRIOR TO INSTALLATION. G PAINTED LINES, MARKINGS 9. ANO PAVEMENT LEGENDS CONTRACTOR SHALL REMO'fft ~~7N5i~N[_Ll5E~~/S SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. BE THE LA TEST VERSION OF THE 10 ALL PAVEMENT LEGENDS SHALL . CAL TRANS STENCILS. L BE FIELD LOCATED. CROSSWALKS 11. LIMIT LINES AND ~ROSSWAL~iJ//i11~ UNLESS OTHERWISE SPECIFIED. SHALL HA VE A 10 INSIDE O BARS PAVEMENT ARROWS ANO 12 ALL CROSSWALKS, LIMIT UN~ f,:f;MOPLAST/C UNLESS OTHERWISE . PAVEMENT LEGENDS SHALL SPECIFIED. FORM TO THE CALIFORNIA 13· ~1!u1'f~iNi:toV:JE;~~,K{f1~ii~i~k~~Ar1i~'ss:irg~G~003 REVISION 1, T,A,SNOAA1iN~% WING M-19. REGIONAL S ,... ST. LT. ----- 1 DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RES SHALL BE PAINTED YELLOW. 14. ALL MEDIAN NOSES ANO FLA SHOWN IN THE CALIFORNIA SHALL BE STANDARD SIZE AS ES (FHWA'S MUTCO 2003 15. t~~J!,JNgN UNIFORM TRAFFIC co1TF::/LcJ5'f!5RN!A) UNLESS OTHERWISE REVISION 1, AS AMENDED FOR US SPECIFIED. TEEL TUBING WITH SIGN POSTS SHALL 8£ S~¼A~7£:iR:f~~~Efi_ ~TANDARD DRAWING M-45. 16. BR£AKA WA y BAS£ PER S POLE IT SHALL 8£ MOUN TED USING A 17. WHEN A SIGN IS A TT~~'0~ :~iK£T WITH STRAPS. STANDARD CITY MOU SHALL BE DELIVERED BY EXISTING SIGNS REMOVED 8c;T[H%F ci~Tt~rzRPUBLIC WORKS YARD AT 18· TH£ CONTRACTOR TO THE 405 OAK A VENUE. ANS SHALL BE NEW SIGNS PROVIDED 19 · ~~~ ~i;iLf1gw;y 0 ;/Hffxf £~T~~ ~}Cf:;[o~~~:~ ~ffNfo REMAIN SPECIF/CALL y SHOWN AS SIGNING AND STRIPING CONSTRUCTION NOTES CALTRANS STD. A208 DETAIL 32. 0 PAINT 2-WAY LEFT TURN p~FFIC CONTROL DEVICES (MUTCD) SEE MANUAL ON UNIFORM ] __ J/ __ -~-----~ 011-----------------------------------------....._ ____ ........___ __ -_:_-------------______,--==----==-===----------., ----=v-RW-------------- t.' 11 )!t'-;;_, _,,-'-_,/ C' ' ::: ~ > c'' NO PaRK<NC -~-;--:---(0-Q:l (.) ~ ~ -.. -•-1-f::: a..~ a O! lg_-i£ ft''_:_:-:-----~-~ SIGN-R26 ----.,j o:, Vl so:~ <: L..J 6" AC BERM=h y l ==~~~=:v~~}~~"'~~!:-(!i~c:i~~~~-;;-;-~~s~~~~i==;=~===~~~=~~:E~E::~~:::::+::::::::::~~ fl:: l<i so:~---"HOO ",' H OB !:@ -----·---·-- -----· ·-·-----------~ -,....__-...., -,- .~, '•, 0 ' 95 f ~ CL " '--,_ ·,"'. ,, '-9+ IL 22 " , " , ''-.__ END DETA ,, EXIST. GUTTER o,-,;,(3:', S ,,, a,s, CURB UNE-. ____ BC~N OUNC 2' / UN£ ~-=l~=E.>=-===-===-==!:-<£.~->~-==~-~=~_ 71 t_ ~~,E.~_Jt_ -~--~~~~~~~-~~(£.~->~_-~:,~:~:~:~:~:~:~_ ~=<E.~->~-1 ~-~--~=~-~=2=<E.~->~-~=,~-~=~-~=~=(£.~->~=-~=~=~=~=~-~-~~ ~;~~;:~::::~!E-:~-=r ~~-------===)'j-i_-,>~~-~=~~:~~<£~>~~-~=~-i:_:_R~_::w~<E.~>~~~~~~~!~✓-~~~~ -;-~_<£~>:~--~=-~~-~-(~E.~>:~~~E;-l~~ ~ DEr, 20 10 ~ 0 ' EX DRIVEWAY ~ t 20 ' " 20' SCALE: 1 ~ 40 ' 60 I 1 11 - ,------;;IIA~s;-,Bmu~1r1LT'T':;-, -----1 1L IW6)L RCE 292,/ EXP. ------'J~'""/3,~r/_ 0 -9 REVIEWED BY: i . TOR 51 7 5 AVENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92008-4387 (760) 931-8700 1L \~ 04/"/ ENGINEfR OF WORK r- -29271 EXP. 3/31/07 R.C.E. UC. EXP. DATE 10/ 3 o p!..i!_ ' OATE OAT£ I SH5EET I CITY OF CARLSBAD ENGINEERING DEPARTMENT SIGNING & STRIPING PLANS FOR: A VEN/DA ENCINAS -ROAD WIDENING (PUBLIC) _____ .. --ol'lv1r.J-1-/,i;f;~61Z. /· __ ' APPROVED 1).../ ;f.,L_ "-0_--·!.:--' _ 2/, D? - ,!NTY PE 3308 /,EXPIRES 6 30 08 DATE CITY ENGINEER '_ DRAWING NO. DWN BY: ---PROJECT N109. 441-6 CHKD BY: --CDP 05- RVWD BY: 11 15 '2006 J:03:44 PM PST 4 605 OWG IMP 591-0804-/MP-05.dwg K: Land Projects 3 591-080 - ) ' ---7 o~'Dtot' __ Ii 0112009 C (JI :E 0 G') -.I:>, (JI .I:>, ...... I Q)