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HomeMy WebLinkAboutDWG 461-8; 7490; AMBROSIA LANE SCHOOL DRIVE CURB RETURNS; 01-02GENERAL NOTES 1. AU WORK SHALL BE DONE ACCORDING TO THE APPROVED PLANS AND SPECIFlCATIONS, AND THE CURRENT aTY OF CARLSBAD STANDARD SPECIFlCATIONS, THE CITY OF CARLSBAD STANDARD DRAWINGS AND All APPLICABLE aTY OF CARLSBAD ORDINANCES. 2. THE CONTRACTOR SHAU DESIGN, CONSTRUCT, AND MAINTAIN AU SAFETY DEVICES, INCLUDING SHORING, AND SHAU BE SOLELY RESPONSIBLE FOR CONFORMING TO AU LOCAL. STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. .J. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES {ABOVEGROUND AND UNDERGROUND) AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CAUED 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 EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 4. THE CONTRACTOR SHAU VERIFY THE LOCATION OF All EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE sumCIENTL y AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISION OF THE CONSTRUCTION PLANS IF IT IS FOUND THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 5. THE CONTRACTOR SHAU NOTIFY AFFECTED UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND a.HALL COORDINATE THE WORK WITH COMPANY REPRESENTATIVES UNDERGROUND SERVICE ALERT (BOO) 422-41.J.J SAN DIEGO GAS &: ELECTRIC (800) 66D-7.34J AT&:T (800) 892-012.3 TIME WARNER (760) 438-7741 SEWER, Cl TY OF CARLSBAD (760) 4.34-2980 WATER, CITY OF CARLSBAD (760) 438-2722 6. PRECONSTRUCTION MEETING SHAU BE HELD PRIOR TO THE BEGINNING OF WORK AND SHAU BE ATTENDED BY AU REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND AU OTHER ASPECTS OF THE WORK. 7. A CITY OF CARLSBAD INSPECTOR WILL BE ASSIGNED TO THE PROJECT. ALL INSPECTION REQUESTS SHAU BE COORDINATED THROUGH THIS PERSON AS STATED IN SECTION 2-11 OF lHE GENERAL PROVISIONS. 8. ACCESS FOR FlRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT AU TIMES DURING CONSTRUCTION. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDlllONS BY THE ENGINEER OF WORK PRIOR THE FlNAL ACCEPTANCE OF WORK BY THE CITY. 10. NO WORK SHAU BE COMMENCED UNTIL AU PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 11. A CERTIFlCA TE OF INSURANCE MUST BE FlLED NAMING THE CITY OF CARLSBAD AND THEIR CONSULTANTS AS AN ADDlllONAL INSURED ON THE CONTRACTOR'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRlllNG THE POLICY MUST HAVE A RATING OF "A" AND A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. ABBREVIATIONS ABBREVIATIONS PER AMERICAN STANDARD SPECIFICATIONS PUBUC WORKS ASSOCIATION SECTION 1.3 AND AS USTED BELOW: AC ASPHALT CONCRETE OF FIBER OPTIC RCP AB AGGREGATE BASE FOG FIBER-OPTIC CABLE RET AP ANGLE POINT FS FINISHED SURFACE RT APN ASSESSOR'S PARCEL FT FOOT S'LY NUMBER GB GRADE BREAK sco AVE AVENUE GV GAS VALVE SD APPROX APPROX/MA TEL Y /CV IRRIGATION CONTROL VALVE SDMH BC BEGIN CURVE JB JUNCTION BOX SDRSD BCR BEGIN CURB REWRN L.D LOCAL DEPRESSION SIC BEG BEGIN LT LEFT SL BFP BACK-FLOW PREVENTOR MAX MAXIMUM SMH BOV BLOW-OFF VALVE MH MANHOLE ss BOW BACK OF SIDEWALK MON MONUMENT ST BP BACKFLOW PREVENTOR MT MEDIAN TAPER STA C&:G CURB &: GUTTER N'LY NORTHERLY STD CATV CABLE TELEVISION NO. NUMBER SW CB CATCH BASIN NTS NOT TO SCALE TC CF CURB FACE oc ON CENTER TEL C.I. CURB INLET PB PULLBOX TMH CL='i_ CENTERUNE PCC PORTLAND CEMENT CONCRETE 1P CLF CHAIN LINK FENCE PCC POINT OF COMPOUND CURVA WRE TS CMB CRUSHED MISCEUANEOUS PK&:S PK NAIL AND SHINER 7YP BASE pp POWER POLE w'LY DR DRIVE PROP PROPOSED WIF DIie DRAWING P\IMT PAVEMENT 1W E'LY EASTERLY R/w RIGHT-OF-WAY WV EC END CURVE ECR END CURB REWRN EP EDGE OF PAVEMENT EW EACH WAY ELEV ELEVATION ELEC ELECTRICAL EX EXISTING EXIST EXISTING FH FIRE HYDRANT CONSTRUCTION PLANS FOR DESCRIPTION LEGEND STANDARD SYJIBOL ---------AMBROSIA LANE SCHOOL DRIVEWAY CURB RETURN IMPROVEMENTS STREET CENTERUNE STREET RIGHT-OF-WAY PROPERTY LINE EASEMENT UNE CURB &: GUTTER (PROPOSED) CURB &: GUTTER (EXISTING) STORM DRAIN (EXISTING) EXISTING CABLE N UNE EXISTING GAS UNE ------ (PROJECT NO. 7490) SITE VICINI TY MAP N1S REINFORCED CONCRETE PIPE RETAINING RIGHT SOUTHERLY SEWER CLEANOUT STORM DRAIN STORM DRAIN MANHOLE SAN DIEGO REGIONAL STANDARD DRAWINGS SIGNAL INTERCONNECT STREET UGHT SANITARY SEWER MANHOLE SANITARY SEWER STREET STATION STANDARD SIDEWALK TOP OF CURB TELEPHONE TELEPHONE MANHOLE TOP OF PAVEMENT TRAFFIC SIGNAL 7YPICAL WESTERLY WROUGHT IRON FENCE WATER METER WATER VALVE 0 AS BUIL T 0 P.E. EXP. DATE REVIE'w'ED BY• INSPECTOR DATE CITY OF CARLSBAD CARLSBAD, CALIFORNIA CITY COUNCIL CLAUDE A. "BUDH LEWIS -MAYOR ANN KULCHIN -MAYOR PRO TEM MA TT HALL -COUNCIL MEMBER MARK PACKARD -COUNCIL MEMBER KEITH BLACKBURN -COUNCIL MEMBER LISA HILDABRAND CITY MANAGER GLENNPRUIM PUBLIC WORKS DIRECTOR ROBERT T. JOHNSON JR. CITY ENGINEER DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE TT-IAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, TT-IAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 670.3 OF THE BUSINESS AND PROFESSIONS CODE, AND TT-IAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND TT-IAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY, AND DOES NOT REL/EV£ ME, AS ENGINEER OF WORK, OF MY RESPONSIBIUTIES FOR PROJECT DESIGN. FIRM: HARRIS ANO ASSOCIATES ADDRESS: 750 B Sijlfff, SUIT£ 1800 SAN,,.f'Jl:t;;J,J, l<AI. ~Ull<,NIA 92101 TELEPHONE: ~ -78 FAX (619)236-1179 yz.:J/tJ1 -.. ~d:~±.cac------DA=TE=--- R.C.E. 59991 EXP. DATE: 6/.J<J/10 BENCH MARK: CI.SB-037 El.£V 72.682' (NGW 29) RECORD OF su= 17271 v.£ll MONUMENT STAMPED "CI.SB-037 LS 6215" IN CEN1ER Of BULB Of ARENA!. RD. 500' EAST Of EL CAMINO REAL CASSIA LOCATION MAP N1S SITE r ;>;) I;! ' ALGA SHEET INDEX SHEET NO. 1 2 DESCRIPTION TITLE SHEET IMPROVEMENT PLAN BASIS OF BEARINGS AND COORDINATES EXISTING ELECTRICAL LINE EXISTING SIGNS PROPOSED SIGNS CROSSWALK / STOP BAR CALTRANS A24E (YELLOW) CURB RE71JRN, SIDEWALK G-27 &: G2 (TYPE 'G'), &: PED RAMP G7, GS-32 (CARLSBAD) CONCRETE (PROPOSED) AC PAVEMENT (PROPOSED) NAO 8J (1999.92 EPOCH) ClSB-037 N 1979525.898' E 6250531.136' El.£V 72.682' (NGW 29) RECORD OF SURVEY 17271 v.£ll MONUMENT STAMPED "Cl.SB-037 LS 6215" IN CEN1ER Of BULB Of /\RENAL RD. 500' EAST OF EL CAMINO REAL ClSB-039 N 1984069.722' E 6246535.533' El.£V 247.56o' (NGW 29) RECORD Of SURVEY 17271 v.£ll MONUMENT STAMPED "CLSB-039 LS 6215" 2.5" DISC IN CURB, \\£ST SIDE Of AMBROSIA LANE. 2 Mll.£S NORlH Of CONOSA WAY. OR o--o OR A '-"TV - - l------¾----+--------------l---l----1----+-----I fsHml CITY OF CAR LS BAD I SHEETS I L__!_J ENGINEERING DEPARTMENT 2 AMBROSIA LANE SCHOOL DRIVEWAY CURB RETURNS TITLE SHEET lS..!:,JiR~Oi,-.VE"l:D":--:-iR_.?--liB~R ':''-'"'T~~~~O~H~N-S~N,~JR_. ,----~4-/i.+/o ? l----t---h.--------------------1---+--l---+---I CITY ENGINEER 28515 EXPIRE 03 31 2010 DAlE 1----4--+'-..,,_----------------1---+---1----+----1 OWN BY: MP DATE INITIAL i-=-DA---TE-=---'--'--'INI ___ TI---AL:..+---0---ATE..::....._,_IN_ITI_AL-'--I CHKD BY: FSG ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL arr APPROVAL RVWD BY: PROJECT NO. 7490 I DRAWING NO. _ 461-8 :z a:: 2 w a:: 0) a:: :J 0 >- ~ ~ -a:: a _J 0 0 :r 0 (/) w :z <{ _J <{ -(/) 0 a:: 0) ~ <{ -f2 ct t; "' " CO IO 1-3 L=.36.33' ., + <O-0, oti~ 0:: ~ .... "'"' 'sl u g .J "'"' a, l,J 222 +I~ IOg -g .... IO 0 g .J ~ ~ ~ ti 0 <o ~ .... ..__ "' .,; "" ..__ + 0 "' --x ..__ '--0) ~ -o; ..__ ... "' -a:i"-' -,, ..__ "' "' "' -::e ---..:~.i-"'-220 "' "" 0, -+10 """'..., 21B CURB RETURN PROFILE 216 NE CORNER OF AMBROSIA LANE & SCHOOL EXIT 214 ~ a, .... .J ,l'J~ ~J;.,./ /'b;V 7 / L=39.42' g g ~ <o 0 .., git~ "' a:i ~ ~rt ~ a:i -x -"' ~ ,-..o ~ 0) 0, l,J "' -co 0 IO ... + a:i" ;!; a:i" ~ "' "' 0 ---.;; 'sl -"' "' -"' .., -1.45::r --f:4ox----- CURB RETURN PROFILE SE CORNER OF AMBROSIA LANE & SCHOOL EXIT RTL£ NO DELTA.A! RADIUS III N00"4-0'21 "W - III !::,,_ 89'36'51 • 25.00' [l] N071.f.'21 "W - IT] !::,,_ 8315 •0-4-• 25.00' ~ N70'"29'20"W - LEHG1H 5.-4-3' 39.10' 6.53' .36.33' 3.45' REMARKS SCALE 1"=20' HORIZ. 1 "=2' VERT. 222 ----...10 . IC 220 " ,__ ___ ..,.II) 0 I 1-----..al'II IC 21B 0 ~ 1------1~ 216 z 1--------1.u ~ ~ 214 O 1-------1 0:: Q 1-------1~ - z 0:: I-------:) 1- .-~'---'-------'------'--;___....:........;__;_______:_ __ __:_ _ __:__ _ _;__ __ ....:........;____!_.::......_ __ :...__!_____!_ _ ___:_..:.....___..'.._____..!.._ _ _;___.:........'.._ _ _!.....____:_____!__.:___!:_...!...__!__...:__..:....._ __ _.;. _ ___:_ ___ -=----..!.._-----'------!_-_J_ ____ J_ _ _Jlll 0:: 6" CURB EXISTING SURFACE 6" CURB -4-'MIN CURB WIDTH VARIES FROM 6" AT THE ECR TO 20" AT THE EAST END OF CONSTRUCTION. TOP OF 6" CURB ELEVATION PER PROFILE JOIN EXIST .f." AC SECTION A-A • AB ~ ,._:,,. N' ":i <7c11(?~ A <ti ·J. r, ... ~C' rv ~ 6" CURB .\; " " " FACE OF EXIST CURB FACE OF EXIST K-RA/L CONSTRUCT o• CURB SCHOOL EXIT AMBROSIA LANE NE CURB RETURN DETAIL SCALE 1"=10' --- 120" WIDE ACCESS OPENING FOR 1HE CARI..SBAO UNlflED SOiOOI. DISTRICT AS SHOWN ON IIAP 13-IM. I 21!;-050-74 AMBROSIA IN. ___ _ -()Wl,jfR: CARLSBAD UNIAED SCHOOL Ill 21!;-8-4-0--02 AMBROSIA IN. ----- OIIINER: AVI.ARA PREMIER C0U.ECllON l!l ASSOCIATION (9 ,9 e 4) R/W • g CT R r I I .L ......__ ffr WAMBROSIA b "' 9+0 I I I I I 2 2 1 /," C..A TV 5 1 1 /2"" CA TV '-£JOSTI➔q STRIPING 1 • • •c--"!!"~a===~~=,r_,w--=--s:!'--=c='=,.......,,....~-=,,...-----.--- I ~ 21!;-890-47 ~ "AS BUIL T0 P.E. __ _ EXP.---- fOU£TIE ST. O¥INER: AVI.ARA PRflllER C0U.EC110N ASSOCIATION DATE BENCH MARK: Cl.SB-037 El.EV 72.682' (NGI/D 29) RECORD Of SUR-.£Y 1nn \ • REVIEVED BY, WEU. IIONUIIENT STAMPED "Q.SB-037 LS &215" IN CENlER Of BULB Of ARENAL RO. 500' EAST Of El. CAMINO REAL. INSPECTOR DATE 11><-00 ~JI, Cl. CCWOSA WAY IIEll IIONUIIEHT N: 198.1273.9973 £; 62-f6549.56 £JE'4 21&52' I CONOSA ~ q 21i;..ll90-JO R 6788 FlllfTlE ST . OWNER: KA lHR"!N K!Mlla U"VING 1RUST PREPARED BY: 1111 HARRIS & ASSOCIATES 750 B Strffl, Suite 1800 Son , CA 92101 61 6-1778 • FAX (619) 236-1179 JOIN EXIST .f." AC~::f--,--J 6" AB _ _...... .f." CONCRETE TOP OF 6" CURB SIDEWALK ELEVATION PER PROFILE (15% MAX SLOPE 2JC' !' 3: 1 MAX ~ SLOPE JOIN EXIST _§"--~EXISTING SURFACE CONSTRUCTION NOTES 0 0 0 0 0 © 0 0 0 @ ® @ PROTECT IN PLACE RELOCATE SIGN AND POST TO LOCATION SHOWN ON PLAN CONSTRUCT CURB RAMP PER SDRSD G-27 & G-2 (TYPE 'G') AND CARLSBAD sro DIie GS-32 CONSTRUCT .f."AC OVER 6"AB PER CITY OF CARLSBAD STD GS-17 INSTALL 12" Im/TE UMIT UNE PER CALTRANS SID DIie A2'4£ (THERMOPLASTIC) • REMOVE CONFLICTING STRIPING BY GRINDING. INSTALL 12" \'£LLOW CROSSWALK PER CAL TRANS STD DIie A2'4£ (THERMOPLASTIC) 10' INSIDE DIMENSION. REMOVE AND DISPOSE OF AC, AB, CURB, BERM, SIDEWALK, LANDSCAPING AND /RR/GA TION WITHIN HATCHED AREA. CONSTRUCT 6" CONG CURB & GUTTER PER SDRSD G-2 TYPE 'G' CONSTRUCT CONG SIDEWALK PER SDRSD G-7 CONSTRUCT CURB RAMP PER "NE CURB RETURN DETAIL.• THIS SHEET. PAINT .f.-lNCH WIDE DOUBLE \'£LLOW CENTERUNE PER CALTRANS STANDARD PLAN A20A, DETAIL 22. SECTION B-B CONTRACTOR SHALL MOVE CHICKEN WIRE AND POSTS BEHIND CONCRETE, CAP /RR/GA llON, AND REPLACE LANDSCAPING AND /RR/GA llON IN KIND. @ PROPOSED TEMPORARY CONSTRUCTION EASEMENT. LEGEND fY $ I ~ _____ _.I AC PAVEMENT • ' = 1. • ,., .. "" ------'--·~· •c.,l CONCRETE GRAPHIC SCALE , __ 10 "' "' I I I ( 1H t'EET ) 1 inch = 20 IL ., I W CITY OF CARLSBAD [SHEETS ! t---t-----t----------------+.------11----+---l---l ENGINEERING DEPARTMENT 2 t-----,1---+--------------~l------+--+---_j.--.,I AMBROSIA LANE SCHOOL DRIVEWAY CURB RETURNS AMBROSIA LANE PLAN AND PROFILE (I) 0:: :) 0 )- ~ ~ -0:: a _J 0 0 :r: 0 (/) Lu z <:{ _J <:{ -(/) 0 0:: (I) ~ <:{