Loading...
HomeMy WebLinkAboutDWG 463-7D; 6608; NW QUAD STORM DRAIN IMPROVEMENTS-HOOVER ST; 01AREA OF WORK CONSTRUCTION PLANS FOR N RD RO PALOMAR DEL PKWY ALGA AVE NORTHWEST QUADRANT STORM DRAIN IMPROVEMENT PROGRAM INLET AT HOOVER ST. & ADAMS ST. PROJECT NO. 6608 CITY OF CARLSBAD CARLSBAD, CALIFORNIA CITY COUNCIL MATT HALL -MAYOR ANN KULCHIN -MAYOR PRO TEM MARK PACKARD -COUNCIL MEMBER KEITH BLACKBURN -COUNCIL MEMBER FARRAfl DOUGLAS -COUNCIL MEMBER VICINITY MAP LOCATION MAP NOT TO SCALE LISA HILDABRAND NOT TO SCALE ST. STA. 6+ 11.02, AC SPILLWAY EC 21.66 RT OF S . CL END AC SPILLWAY & CONNECT INTO PROP. lYPE F CB 59. 15 !NV AT CB OPENING ST. STA. 100+14.00 GB PCC CURB BC, 17.36' RT OF ST. CL: 60. 70 TC, 60. 16 FS 1' WIDE OPENING THRU CURB o• C SEE "TYP CURB OPENING DETAIL HEREON THIS SHEET 5 N28"48'11 "W 2' WIDE OPENING THRU CURB (O" CF). SEE "TYP CURB OPENING DETAIL" HEREON THIS SHEET ST. STA. 100+34.51 GB 59.91 TC, 59.41 FS ST. STA. 100+38.37 59.93 TC, 59.43 FS ST. STA. 100+39.33 16.38 RT OF ST. CL BEGIN PCC CURB 59.61 TC, 59.44 FS JOIN EX FS ST. STA. 100+39.83 18. 12' RT OF ST. CL BEGIN PCC DITCH 59.24 FL I I OPENING WIDTH PER PLAN ROP PCC FS I I ~~ 0.. 0.. ~ffi 0.. 0.. ST. STA. 6+17.57 PCC CURB EC END PCC CURB 16.67' RT OF ST. CL 60.87 TC, 60. 70 FS ST. STA. 6+16.57 61.16 TC, 60.6 FS ST. STA. 6+ 18.57 I I 16.67' RT OF ST. CL, BEGIN AC 61.15 TB, 60.65 FS 0 ST. STA. 100+15.04 60.65 RIM ST. STA. 6+20.05 AC SPILLWAY BC 18.54' RT OF ST. CL 60.05 FL CL TYPE F CB 4 ST. STA. 100+17.39 PCC DITCH EC 20. 14' RT OF ST. CL END PCC DITCH & CONNECT INTO PROP. lYPE F CB 59.15 INV AT CB OPENING ST. STA. 100+25.28 PCC DITCH BC 59.17 FL N28'48'11 "W 3 PLAN SCALE: 1 •~5· A5P/.l.t1t.T 31 lU! 11 'IC!H TO ·: sr1t.u 11 •• • 1/r' tll" C4'.{.8 '----:.---_,.-HOOVER ST. CL PROPOSED AC SPILLWAY CL I AC SPILLWAY °" IMENSIONS PE w l SDRSD D-22 ~~ Ii\ 1--0.. 1% \.V -~ DIKE S . STA. 6+32.57 16.67' RT OF ST. CL END AC DIKE 61.63 T3, 61 ..1-6 FS EX SLOPE i::S R/W / ,.,, • r I ADAMS ST. CL PROPOSED PCC DITCH CL POUR 'ii';;!JQ! IP ··e 5 'iim3 ADJACENTi'!Ji<!'i! ~1 BROW DITCH 12" WIDE AC SLOT PATCH R/W I I ++r SECTION 8-8 HOOVER ST. CL HOOVER ST. CL N.T.S. PROPOSED AC SPILLWAY CL I AC SPILLWAY DIMENSIONS P SDRSD D-22 © EX SLOPE R/W I SECTION C-C RE-GRADE EX GROUND AT 2:1 MAX. N.T.S. CITY MANAGER GLENl'J PRUIM UTILITIES DIRECTOR 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 SPECIFlCATIONS BY THE CITY OF CARLSBAD IS CONFlNED TO A REVIEW ONLY, AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF BY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: ADDRESS: TELEPHONE: HARRIS AND ASSOC/A TES 750 s smrrr. su1TE: 1eoo SAN DIEGO, CA 92101 (619) 236-1778 FAX: (619) 236-11 / LEGEND DESCRIPTION STREET CENTERLINE STREET RIGHT-OF-WAY EASEMENT LINE CURB & GUTTER (EXISTING) EDGE OF PAVEMENT (EXISTING) STORM DRAIN (EXISTING) EXISTING GAS LINE EXISTING WATER LINE EXISTING ELECTRICAL LINE/BOX EXISTING CABLE TV CONDUIT EXISTING TELEPHONE CONDUIT EXISTING SEWER MAIN EXISTING STREET LIGHT EXISTING SIGN AC SPILLWAY (PROPOSED) AC DIKE (PROPOSED) CURB (PROPOSED) PCC BROW DITCH (PROPOSED) STORM DRAIN CURB INLET TYPE F (PROPOSED) *,llillf: AS MODIFIED PER CITY STANDARD REFERENCE DRAWINGS DWG NO.'S 278-4, 331-5, 158-9 CONSTRUCTION NOTES STD. DWG. NO. SDRSD D-22 SDRSD G-5• SDRSD G-1 SDRSD 0-75* SDRSD D-7 SYMBOL --------- -·-771 -'/ .' -------------------------------- -----G -----1,1 ----E IE! -CATV--/--TIJC- -TEL--/ --ATT- -----s----- ----SL-----SL-----SL-SL-SL- □ © 0 CONSTRUCT TYPE F CATCH BASIN PER SDRSD D-7, OPENING ON lWO SIDES {X=4', Y=4', V=5.J':t). 0 © 0 PROTECT IN PLACE. ' © CONSTRUCT AC SPILLWAY PER SDRSD D-22. CONSTRUCT 6" PCC CURB PER SDRSD G-1, f. I bC 11°1101 TI 'I" • IT I .\DJACENT PCC BROW DITCH PER SECTION 8-B (INCLUDES 12" WIDE / 6" DEEP CONSTRUCT 2' WIDE PCC BROW DITCH PER SDRSD D-75, TYPE 8 (SEE SECTION B-B HEREON). I © 0 A ACENT AC PAVEMENT REMOVAL AND REPLACEMENT). CONSTRUCT TYPE A AC DIKE PER SDRSD G-5. RECONNECT EXISTING 21" CMP STORM DRAIN TO NEW CATCH BASIN PER CITY OF CARLSBAD SUPPLEMENTAL STD NO. DS-9, 8=21 • (SIDE CONNECTION). APN: 2Qe-180-32 ILEANA VlSCAL-OUVIER & HENRY OLIVIER ADAMS ST (NO NUMBER) CL PCC DITCH SEE DETAIL "A" FOR HORIZONTAL & J VERTICAL CONTROL HEREON THIS SHEET CURVE TABLE NO RADIUS DELTA LENGTH TANGENT DESCRIPTION 0 440.00 36'20'59" 279.15' 144.45' ADAMS STREET CL © 30.00' 16'03'36" 8.41' 4.23' PROPOSED !"CC DITCH CH >CJ>JAS S I REE I © 12.50' 55•20·01· 12.07' 6.55' PROPOSED PCC aR3 ® 20.00' 26'50'46" 9.37' 4.77' PROPOSED~ SPILLWAY CH HOOVER STREET GRAPHIC SCALE 20 20 40 80 ~ TYP CURB OPENING DETAIL N.T.S. DETAIL ''A" 6" MIN. 0-D I E-GRADE EX GROUND AT 2:1 MAX. PROP TYPE F cs---........_ ROBERT SUJHERLIN JR. R.C.E. 38819 ~□•-=--=---1--1 ___ ~1 ( IN FEET ) m CITtnL~lfs D~P1\1l~~BAD ~ Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG BASIS OF BEARINGS: NAD 83 {1999.92 EPOCH) FOR lHIS SURVEY IS lHE LINE BETWEEN: CLSB-118, N 19984-06.142', E 6231723.993', ROS 17271, 2" IRON PIPE ANO DISC STAMPED "CI.SB-118 LS 6215" ON TOP OF SLOPE ON lHE SOUlH SIDE OF ADAMS STREET OPPOSITE HIGHLAND DRIVE & CLSB-119, N 2000341.949', E 6231059.679 ROS 17271, WELL MON \'vllH DISC STAMPED "LS 1162" IN CENTER OF BULB CUL-OE-SAC AT lHE SOUlHWEST END OF S~E DRIVE. N.T.S, BENCHMARK· CLSB-118 ELEV.: 88.671' DA lUM: NGVD 29 RECORD OF SURVEY 17271 2" IRON PIPE AND DISC STAMPED "CLSD-118 LS 6215" ON TOP OF SLOPE ON lHE SOUlH SIDE OF ADAMS STREET OPPOSITE HIGHLAND DRIVE. REVIEw'ED BY• -~=M=,.,( 0.___ ___ _ INSPECTOR N.T.S. DATE ti ,z.'4-wrz... DATE ' NO. C3881 EXP. J-31 EXP. DATE J/J1/1J PREPARED BY: .. HARRIS & ASSOCIATES 750 B Street, Suite 1800 .. San Diego, CA 92101 (619) 236-1778 • FAX (619) 236-1179 R B 1 inch = 20 fL IMPROVEMEN'l' PLANS FOR: NORTHWEST QUADRANT STORIJ DRAIH IMPROVEMEN'l' PROGRAM: INLET AT HOOVER . ST. & ADAMS ST. HOOVER STREET STA: 1+00.00 -STA: 8+18.88 ~Ai. /. 2A1>• "t..--::: /2' /,.. /,z_ APPR9~,)~ WIL~I ",~ PLUMMER DEPUTY CITY ENfiliER RCE 28176 EXP. 03/31/12 ~.t l-----+-----<1-------------------+---l-----+-----<I-----I :=r=-=-=-=-=-=-=-=-=-=-=~-;:::===========::;-';::.~-=========~ I l---+---+----------------+----<>---+---+----1 DAlE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DAlE INITIAL DA TE INITIAL OlHER APPROVAL CITY APPROVAL DWN BY: CB/GS CHKD BY: BS FIELD BY: JN 082-0071.03 PROJECT NO. 6608 DRAWING NO. 463-7D i-: (/) fl'.: ~ 0 0 :r: I-~ ~ ..J z - I ~ ~ t) 0 fl'.: Q 1-z ltJ ~ ~ 0 fl'.: Q ~ z -~ a ~ fl'.: 0 I- (/) I-z ~ a ~ :) 0 I-(/) ltJ 3:: ~ fl'.: 0 z ..J ~ -~ Ol :::) (/) ~ 0 0 ..... 0 Vl ~ '::::J" (1) (1) G) rT ~ .i::,. 0 (J) w -+, I ~ ....... 0