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HomeMy WebLinkAboutS_5079_SCITY OF COSTA MESA VICTORIA l 9 TH / <: . .. li "' .. z .. <,) VICI N ITV MAP ¼0¼½3/41 GRAPHIC SCALE IN MILES ST SYMBOL LEGEND ... POWER POLE 0 MANHOLE '(f Fl RE HYDRANT a METER BOX ---0---VALVE E--POWER POLE ANCHOR .0. MONUMENT -x-x-FENCE BLOCK WALL cc:0 TREE l;;'-,1,, SHRUBBERY / ":)/ ..,;:,_,,1z..,;:,.-:., ASPHALT PAVEMENT ~~ BRICK WALK I, , . . I l_· __ :...cJ CONCRETE t ::I lc.c,,-L✓~L.ii BUil DING EXISTING CONSTRUCTION NEW CONSTRUCTION ---,!-CENTERLINE ----· -5-SEWER LINE -----w-WATER LINE --(j-GAS LINE --E--POWER LINE -TEL-TELEPHONE LINE -TV-CABLEVISION LINE -SP-SPRINKLER SYSTEM ;:f.._ STREET LIGHT EMERGENCY TELEPHONE AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (SEWER & WATER) COUNTY SANITATION DISTRICTS TELEPROMPTER CORP. OF NEWPORT BEACH COMMUNITY CABLEVISION ti t' NUMBERS NUMBER 634-0211 835-3833 J-800-422-4133 640-2221 962-2411 642-3260 642-3260 N U C o ---, ..... ..., NAME MR.ANDERSON MR. KIRSCH (U.S.A.) MR. PHILLIPS ENGINEER ON DUTY MR. ROMAN MR. BRITTON CITY_ OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ALLEYS 413-ABB, 256-T,uav ALLEY IMPROVEMENTS a SEWER REPLACEMENT ON BALBOA ISLAND AND BALBOA PENINSULA 1976-77 C-1880 APPROVED BY: ---~'------"--',"---""','-'---'-/41--=--"-'· ;__~__c..;_;_.= _____ _ ASS 1T. PUBLIC WORKS DIRECTOR, R.E. NO. 12806 LOCATIOf\J ~IAP 4. REMOVAL All debris created by clearing, grubbing, and removal operations shall become the property of the contractor and shall be disposed of away from the job site in a manner and at a location acceptable to all cognizant agencies. 5' a?<:.O ,,,e>/AIT OR &'':Pe6'P r!S1U/Cd7" /¥/T,1,//,V t:'4 #&;. A"'7$R P44CcMEJI/T 5' C:J</6T. a,vc. /3/H'T. ~:;;:c-?. ,;.·: ... , ·• ... .. ,.., . f5t..:JPe i1JR/e:, eu,l"E VAJZlliG • • ~-••••• :.., : -:~·--:i.·-; ~: ~--.= ._··-:; ~----~~; '. _: ( ··_ <~; : :· )-::. :~: : . : .::·.-.-: .. --~-.:-: ::: :=-~\-·.--~-·: --:~::.-:--·-. '::_'/ .'·,_;.;'_:.f. TYPICAL ALLEY N.TS. DETAIL A P~TM#P C,:Mt?'NT c::/?J,CR£T6 SECTION DETAIL B lfePl.ACe /Al KIAi{?_, 4p.MIH. !"= BOO' FLOW LINE MODIFICATION AT MANHOLES OR c.o.'s N.T.S. N.T.S. INDEX OF DRAWINGS SHT. NO. 4 5 6 7 I TITLE SHEET 2 ALLEY IMPROVEMENTS , ALLEYS 413-A S B 3 4 5 6 ALLEY IMPROVEMENTS , ALLEYS 256-T S U ALLEY IMPROVEMENTS, ALLEY 256-V SEWER REPLACEMENT, SEWER REPLACEMENT, ALLEYS 413-AS B ALLEYS 256-TSU (S-5079-S) (S-5079-S) 7 SEWER REPLACEMENT, ALLEY 256-V (S-5079-S) CONSTRUCTION NOTES Remove existing alley pavement, excavate, and prepare subgrade. Construct 6" thick P.C.C. alley pavement. Remove existing and construct 6" thick P.C.C. alley ap~roach per applicable portion of C.N.B. Std-142-L (no base material required). Remove existing and construct 4" thick P.C.C. garage approach. Remove existing and construct 4" thick A.G. pavement. Construct variable thickness A.G. feather join. Sawcut and meet existing. 8 Remove existing and construct 4" thick P.C.C. sidewalk. 9 Warp alley approach apron to provide a full width driveway approach. 6" P.C.C. 10 11 12 17 18 Remove existing and construct 6" type "A" P.C.C. curb per C.N.B. Std-182-L. Remove existing P.C.C. pavement and construct 8" thick P.C.C. pavement. After excavation to alley subgrade, install variable height 2" redwood header fence support. Remove existing and construct variable height Type "B" P.C.C. curb per C.N.B. Std-182-L. Place concrete to design grade at edge of step up. Warp flow line arounC: manhole and adjust manhole to 2" above design flow line per detail A or B 5a:,c·, l!o. 1. (Edison manholes not lo be adjusted.) Warp outer one foot of alley to meet existing concrete garage approach or footing per detail C, Sheet No. l . Vary edge of alley pavement to meet existing. Protect in place. Remove existing curb. Construct Type "B" P.C.C. curb (10" curb face, 18" overall height) per C.N.B. Std-182-L. Construct Type "B" P.C.C. curb (6" curb face) per C.N.B. Std-182-L. 2 3 Remove existing 8 11 concrete and construct 811 V.C.P. along same alignment. Remove existing and construct 4" V.C.P. house lateral per C.N.B. Std-406-L, Type "A" lateral connections (typical, unless otherwise noted). @ Remove existing and construct 6" V.C.P. house lateral per C.N.B. Std-406-L, Type "A" lateral connection. -------· Construct terminal cleanout at c;_ station shown on plans and per C.N.B. Std-400-L. h Construct house lateral cleanout adjacent to property line per detail D sheet No. 7. 27 Construct sewer manhole at Ci_ station as shown on plans and per C.N.B. Std-401-L or Std-402-L. 28 Grade dirt to meet new alley pavement. 29 Remove existing. 30 Abandon existing house lateral in place upon determination in field by inspector that it is no longer in use and plug lateral at edge of trench. 31 Construct 8" V.C.P. as shown on plan. 32 Abandon existing 8" concrete sewer in place. 33 Relocate interfering portion of water line around S.M.H. 34 Connect to existing 8" concrete sewer with appropriate size mechanical coupling. 35 Connect to existing house lateral at PL or other location as determined in field with appropriate size mechanical coupling and bushing (typical). @ ® Protect water line in place, as required. Adjust water meter box to finish grade (typical). Relocate and adjust water meter as specified in Section XVII of the Special Provisions. To be adjusted to finish grade by others. Adjust utility box to finish grade. Raise outlet pipe of downspout to meet finish grade at edge of alley pavement. Adjust sewer manhole to grade. GENERAL NOTES l . DATUM NOTE Elevations shown are in feet above U.S.C. & G.S. Mean Sea Level (11SL) Datum. 2. SPECIFICATIONS NOTE All work detailed on these plans to be performed under contract shall, except as otherwise stated in the City Standard Special Provisions, or in this contract's Special Provisions, be constructed in accordance with the "Standard Specifications for Public Works Construction" (1976 Edition). 3. EXISTING UTILITIES Existing utilities shown are based on available records of parent utility companies. Prior to construction, the contractor shall verify the actual locations qf all utilities in the field or coordinate such independent verification with the parent utility companies. He shall protect in place and be responsible for any' damage to existing utilities encountered during construction. { CONT'D. AT LEFT, ABOVE) A-5081 -S • SHT. 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I I I _·::r_ T---1-- -' -, __ ---.....L I -t i ' __ , t r -f-i t " l!i _, . -· ' A i ' I BALBOA OCEAN BEA/Cf/ MARK ' ' , __ + -+ ~·~' ~ -% I\ PRO?iil&&=i ·- ~4~5&'.oRz~, ua~ c:RE=:Z_/' ,.,.,,, PLAN • 77PAL #:? Gc.eY. 4.G5 M.5.L. ("/.97,:;,.) WA,!;h'/A/GTOA/ ST. .57' .= OF 6&,tj//,4/!.L., Wc5T CVR,8. " -- -!-- -----I -- " ... - ----- I .J -· ' ' i --__ ,_ I 1 . • • l --' ' ' ! " ~ ' ' •· ---,- BLVD. FRONT DATE BY DESCRIPTION REVISIONS -- ' ' _,-----,--_.::;.:~ .----t- -----' ----, ___, -----, -==r-=---, ::.=i: -=r::--~---....... --' ' ' ' ' -_____ , I,[) _, -· t t --~J~ ' ~ --·~~ '!!! .. ,.v--. ,__ ! ' --, ____, ' ---+, r--• ' ~0-=i -5~L6h"Z:0F'§ - -.. = , -----------------. .S.5' 9.5' APPROVED ASS1T. PUBLIC WORKS DIRECTOR R.E. NO 1280S DATE '3-5-?'7 APP'D. DESIGNED£.D. DRAWN P, A. CHECKED DATE S.B 3·3-77 :::: C-/880 ALLEY. IMPROVEMENTS ALLEY 256-V FROM MAIN STREET TO 11A II STREET BETWEEN OCEAN FRONT ANO BALBOA BLVD. 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