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HomeMy WebLinkAboutS_5258_S-----l----+------+----l------+------+----+-----+----r--------t---------+------+-----1----- ADAMS 0 1------+------+----+-----+--------j,------i-------t-----------------+-----+-----H-l----+------1r------t------t----t------t------+----t-----j CITY OF COSTA MESA VICTORIA 19TH --16+-----ll-----+-----1-++------l----t-----t-;--,t------t----t-----+------t---,------+----+----+----+-----t-----t----+----+----+16-- 1') I----,_+-----+----+-----12----1 1----8 -+------!----+---- ----------------------11-----+-----+---------+--------i----;-----i-----i------i------;--------i 1-----4+---+---4b,---,~+-+---t----Hf----t---+---t----j---t------t----t-----1----i-----t----;---,---,---r4----11 1----0 +---t---t---11•1--t---t----tt-----t----t-----t-----t--,1--,--,---r---,---r--,----r--1r---r0 --o-INDICATES AREA SH□w'N ON LDCA TIDN MAP ---+----+-----+------1r------t------t----t-----;------t--------------------1 VICINITY MAP l------+------+----+-----+------1i------t------t----------------------1-----+------l----+-----+----t-----;------t----t-----t-----------------+--------1 9+50 _ 10' $CALE CURVE DATA: Curve Delta An le Radius Arc 10+00 VERT. 1''= 4' HORIZ. 1''= 10' 10+50 NEW HOUSE I 2s50 I _sll.-:: Ci 11+00 GENERAL NOTES 1 ALL WORK DETAILED ON THESE PLANS SHALL BE PERFORMED IN ACCORDANCE WITH THE CIT'Y'S STANDARD SPECIAL PROVISIONS AND THE STANDARD DRAWINGS FOR PUBLIC WORKS CONSTRUCTION AND THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" 1991 EDITION INCLUDING SUPPLEMENTS TO DATE. 2 EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING C THE ACTUAL LOCATION, AND ELEVATION IN THE FIELD, PRIOR TO BEGINNING OF CONSTRUCTION. 3 STATIONING SHOWN REFERS TO THE CENTERLINE OF THE SEWER MAIN. CONSTRUCTION NOTES: QUANTITY ESTIMATE 0-CORE-DRIIJ.. EXISTING SEWER MANHOLE AND INSTALL a• SEWER MAIN, PIPE INLET ---- SHALL BE IN!'ITAJTED WITH A. REI.INER-DURAN INC. DROP BOWL (TYPE A.-6) 1 EA. ©-CONSTRUCT 46" DIA.. SEWER MANHOLE PER CITY OF NEWPORT BEACH STD. 401-L 1 EA. 0-CONSTRUCT 8" V.C.P. GRAVITY FLOW' SEWER MAIN PER CITY STDS., PIPE -------24.50 LF. BEDDING, TRENCH BACKFILL & TRENCH RESURFACING PER CITY OF NEWPORT BEACH STDS. 105-L & 106-L (MIN. OF 4" A.C. PAVEMENT ON 4" C.A.B.) 0 -CONSTRUCT 6" V.C.P. GRAVITY FLOW' SEWER MAIN PER CITY STDS .. PIPE -------49.35 LF. BEDDING AND TRENCH BACKFILL PER CITY OF NEWPORT BEA.CH STD. 106-L ©-CONSTRUCT 6" X 6" CONNECTION (TYPE A) PER CITY OF NEWPORT BEACH STD. 405-L --2 EA. 0-CONSTRUCT 6" HOUSE LATERAL AND CLEANOUT PER CITY OF NEWPORT BEACH-----2 EA. STD. 406-L,----( INSTALL CLEANOUT ON CITY SIDE OF PROPERTY LINE) ~-CONSTRUCT SEWER MAIN TERMINAL CLEANOUT (MOD. WITH 8" PIPE) PER CITY OF ----1 EA. \.:,,I NEWPORT BEACH STD. 400-L REF: PREPARED BY : DUCA-McCOY BENCHMARK: USED ORANGE COUNTY SURVEYORS BENCHMARK: ~tt~1f C□LLEGE A "' 1------t □RANGE CO. FAIRGROUNDS ST. PR□JECT~ L□CATI□N APPROVED BY: DATE: UNI\ERSITY RD, ~@iTY STORA DYARD RESER RD. LOCATION MAP CITY OF IRVINE U.C.I. Rll, PLAN & PROFILE BAYSIDE DRIVE SEWER IMPROVEMENT 2340 & 2350 BAYSIDE DRIVE 1 2 3 4 5 6 7 117°06 47 1•33•42" 7"19'59" 1°11 '58" 7•19•59" 96"14'00" 20'52'47" 75.00 835.60 835.60 855.60 855.60 75.00 75.00 153.30 22.78 106.95 17.91 109.50 125.97 27.33 VERT. 1 "= 4' HORIZ. 1"= 10' NO. 3K-28A-68 EL.;37.999 (1929) IN TOP OF CATCH BASIN AT THE NORTH CORNER ~840 E. C'DAST HlGHWA Y CORONA DEL MAR, CA 92625 (949) 675 4487 OF "T" JUNCTION OF CARNATION & BAYSIDE DRIVE PETE/_ DUCA R.CE. 24668 t-DA_TE...._B_Y__._ ____ 0ES __ CR_1_P11_o_N _____ ...._AP_P"_D.-t;;,,,,.,,.,,--G_.G_.+.so:-nRA,,...Y,1,J_G_.G_.-1 CITY OF NEWPORT BEACH t-PR-oJE_c_r N_o_. ---1 REVISIONS ECKED DATE PUBLIC WOR s DEP s EET 1 OF 1 DATE P.J.D. 8-02-06 K ARlMENT H