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HomeMy WebLinkAboutDWG 452-6; 66031; RIDGECREST DR STORM DRAIN REHABIITATION; 01-02CONSTRUCTION PLANS FOR RIDGECREST DRIVE STORM DRAIN REHABILITATION AREA OF WORK VICINITY MAP NOT TO SCALE LEGEND DESCRIPTION SYMBOL STREET CENTERLINE STREET RIGHT-OF-WAY PROPERTY LINE EASEMENT LINE --------- CURB & GUTTER (PROPOSED) CURB & GUTTER (EXISTING) STORM DRAIN (WITH PROPOSED LINER} STORM DRAIN (EXISTING} CONCRETE BROW DITCH EXISTING GAS LINE EXISTING ELECTRICAL LINE CURB INLET (PROPOSED) CATCH BASIN/CURB INLET (EXISTING) CATCH BASIN PIPE COLLAR MID-BLOCK CROSS GUTTER (PROPOSED) CONCRETE (PROPOSED) AC PAVEMENT (PROPOSED) SIGN AND TELESPAR POST --GAS ~ [[] Q] J ~ I •• ·.· .I 1'"~;,fs,,J p --- PROJECT NO. 66031 CITY OF CARLSBAD CARLSBAD, CALIFORNIA CITY COUNCIL CLAUDE A. "BUD" LEWIS -MAYOR ANN KULCHIN -MAYOR PRO TEM MA TT HALL -COUNCIL MEMBER MARK PACKARD -COUNCIL MEMBER JULIE NYGAARD -COUNCIL MEMBER . L.lGA /./!LOA BRl}ND /NTEH/M CITY MANAGER GLENNPRUIM PUBLIC WORKS DIRECTOR WILLIAM E. PLUMMER DEPUTY CITY ENGINEER FOR DESIGN PREPARED BY: 1111 HARRIS & ASSOCIATES 750 8 Street, Suite 1800 .. San Diego, CA 92101 (619) 236-1778 • FAX (619) 236-1179 LOCATION MAP NOT TO SCALE SHEET INDEX SHEET NO. 1 2 DESCRIPTION TITLE SHEET, VICINITY MAP AND LOCATION MAP PLAN & PROFILE I AREA OF WORK .• ... f-:._,..__ I SHE1ET I CITY OF CARLSBAD 127 ___ E_N_GI_NE_E_R_IN_G_D_E_PA_R_M_E_NT __ ~~ RIDGECREST DRIVE STORM DRAIN REHABILITATION TITLE SHEET, VICINITY MAP AND LOCATION MAP J'i 082-0340.01 PROJECT NO. 66031 DRAWING NO. 452-6 z 0 j::: ~ .J -Ill i LJ Q'. z -~ a ~ Q'. 2 VJ ~ -Q'. a ..... ~ Q'. () LJ (.') a -Q'. .:JIJIJ NOTE: RfW APN 167-123-012 X 0 0:: 0.. 0.. <{ 10+00 CAMDEN CIRCLE ~----------- ' < I' RIW ~ 5') (2, 1 _ _,,~~----1 (9') (16') I (16') (9') -!+---l',,--':.._'---1---=------'-•H~- ~ 2 8 3 i f I I 3500 RIDGECREST DRIVE APN 167-124-020 6 I :-'L I -'-c:-:: -------- A /'l ,,,lL--f r A~C:~8;N~er,-;;'?i 1·1° L.,., 1 fo -~--1y "" -- ...-I ~, /-cc!L---=~ ~ §I --7 /I/ -V I > ~ I~ ~ --,::..--i------ 101--+--~ ""'= Y i::~ I 8'--./ I I ;1-.:1 7~1 5•, · (2, 3505 RIDGECREST DRIVEi----ttt-~{.~-i-~-tt--- APN 167-123-011 (9') (16') (16') (9') " ~ I 4 APN 167-123-010 m (/) I:;' --' I °'1"' <( "' (.)~ , I R W I I g~ :g ai Q) + Q) 5 3510 RIDGECREST DRIVE APN 167-124-019 1. ACCESS TO DOWNSTREAM MANHOLE VIA RESIDENT (3510 RIDGECREST DRIVE) BACKYARD. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF PRIVATE PROPERTY ACCESS AGREEMENT. 2. LOCATION OF GRADE BREAKS BASED ON CCTV INSPECTION COMPLETED 2/12/07. SEE SPECIFlCATIONS. ' 3. CONTRACTOR'S ACCESS TO PRIVATE PROPERTY SHALL BE LIMITED TO HAND CARRY EQUIPMENT AND COMPACT ~OADERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IN KIND RESTORATION, REPAIR ANO REPLACEMENT OF ANY AND ALL HARDSCAPE, LANDSCAPING, FENCING, AND IRRIGATION SYSTEM ON PRIVATE PROPERTY DAMAGED BY HIS ACTIVITIES. ALL RESTORATION, REPAIR AND RE-PLACEMENT WOR!( SHALL BE COMPLETED TO THE SATISFACTION OF THE PROPERTY OWNER AND ENGINEER. .: LIMITED CONTRACTOR WORK AREA \ I ''AS 8UILT" ~~ u,._J•2/,/c Pl DATE. RfVlc.WeO BY ~-Sg,jw !NJPl:CTOR 1% MIN ·- NOTE: CONTRACTOR SHALL TIE EXISTING CL ELEVATION WITHIN CROSS GUTTER PRIOR TO CONSTRUCTION. s/,o(t~o DATE- • EXIST. GRADE BR~K CROSS GUTTER SECTION A-A NO SCALE SIGNING NOTES: ~ . ..... • • 1. ALL SIGNING, STRIP(ING A~D PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MAN)UAL ON UNIFORM TRAFFIC CONTROL DEVICES FHWA s MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN C:'-LIFORNIA , THE CALTRANS STANDARD SPECIFICATIONS (2006 OR LATEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS. 2. ALL SIGNAGE SHALL BE REFLECTIVE PER CALTRAN•s SPECIFICATIONS AND SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 3. ALL SIGNS SHALL BE STANDARD SI-ZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA's MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. 4. SIGN POST SHALL BE SQUARE PERFORATED STEEL WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. PREPARED BY; .. HARRIS & ASSOCIATES 750 B Street, Suite 1800 3/J~ 31111 CONSTRUCTION NOTES 0. REMOVE EXISTING CURB & GUTTER AND CONSTRUCT COMBINED CURB & GUTTER PER SDRSD NO. G-2. 1 REMOVE EXISTING CURB & GUTTER TO CLOSEST JOINT. 0 0 0 0 © 0 0 0 REMOVE EXISTING CROSS GUTTER & INSTALL MID-BLOCK CROSS GUTTER PER SDRSD NO. G-13 AND DETAIL HEREON. CONSTRUCT TYPE A-1 INLET PER SDRSD STD DWG D-1 (L=7', v~±6.6'). REMOVE EXISTING CATCH BASIN AND CURB INLET. CUT BACK EXISTING 18" CMP. INSTALL CURED-IN-PLACE-PIPE LINER IN EXISTING ,18" CMP HOST PIPE PER SPECIFICATIONS. REMOVE EXISTING ROLLED CURB & GUTTER AND CONSTRUCT ROLLED CURB & GUTTER PER SDRSD NO. G-4, TYPE A OR TO MATCH EXISTING. REMOVE EXISTING ROLLED CURB & GUTTER TO CLOSEST JOINT . SAWCUT & REMOVE & CONSTRUCT 8" FULL DEPTH AC OVER 12" COMPACTED SUBGRADE. INSTALL W8-2 (DIP) SIGN ON TELESPAR POST PER SDRSD M-45. '1Q1 REPAINT ADDRESS ON CURB AT 3505 RIDGECREST DRIVE ~ PER CITY OF CARLSBAD SUPPLEMENTAL STANDARD DRAWING NO. GS-19. .INSTALL c;;~;:.,iJ: PLAct:·P;P~·L,-;;_~ IN t:.Xl3TING 24"CMP/ RCP HOST Pl Pc } ~:~R~!'t:c__~~~~~TIO~S _. _ _ __ _/ - GRAPHIC SCALE 20 0 10 20 ~ 00 ~-1 i ' '---~I ( IN FEET ) 1 inch = 20 ft. CITY OF CARLSBAD 127 ENGINEERING DEPARMENT ~ RIDGECREST ORIVI STORM DRAIN REHABILITATION PLAN AND PROFILE 1111 San Diego, CA 92101 , (619) 236-1778 • FAX (619) 236-1179 APPROVED l.~E. PLUMMER t----+----t---------------~---+----t--+---t ~~EN¥Nrrr:&~;1~ EXP. 031311.oa,A4 4ff" /)f/) _ ~ SI... ' ·,. · '· A/1 '/o; . .A:J tJUI l T . -•I-JJ ~ OWN BY: BP PROJECT NO. DRAWING NO. J.!...L...,,, ✓ ~ .. -,. .. I--+-""'--. -FA"-"'OOe,~,_:,IJc.,C,<!Ae,Re..,CceS='.8Ac,.De,. • .1.Vc,ll.ecLAi2G,,,·,,_11-"'D,.,R,cN..=e:::c,s/..!.r..'.=oC!.:RccM"-".DR'-"A"'/"'N._· J-----+--¥'·"'·"..:·•:.,:· J~~WJ/l1 CHKD BY: MG MARK GIANDONI 53838 DATE DATE INITIAL • DATE INITIAL DATE INITIAL FIELD BY: 66031 452-6 ENGINEER OF OORK REVISION DESCRIPTION 011-iER APPROVAL CITY 1,PPROVAL • JN 062-034-0.01