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HomeMy WebLinkAboutW-037601I' 1HIH1L]LcCRE :ST LANE St. Sta, 3 +70 RI, 15.3 EX 1 +20 be 16' / — CONS ?itUCl CEM. CONC. � � EX C.I. To he N INSTALL CURB INLET, TYPE M i.URB ^� GUTTER Rt. I6 on Lt. 16' Connected by others. TOP INLET = 285.02' ,�-p CONNECT TO TYPE IE C.8 (b AT LI, 16 WITH 32- G" CONC. PIPE_ / i IStu, 1+231E SIDEWALK 'SIDEWALK GCL SOCLD SL EE "YF (•1 +T)- CONSTRUCT CEM. CONC. �� s / SIDEWALK 4' WIDE t forErc -in affnrte�teay f .n i � to SDJUSr RSA 6'C/ CAP orlLUG v % ADJUSi EX. SAN. Mi. TOP M-I = 286. 30' - .97A, 0 79 e Ci22�°Bfti 7 M1xMl EXISTING CEM. p z w w a! _- ~-- ' - _CO DE 0 w 0 ' 6"C I. IT _ J_ WATER 8G. 57 p 28560 285. B 286 05 SNG SAN SEWER W 177s-' \ ._ \ WATG 'MA /N rY EXISTING -LV C_ - ASPHALT LT 6 SSA. 1,2-f +0 I'AVtN G 0 +50 C I ..\ \ 12" CONC. PIPE STORM LINE �. 6'CL 22'/z°BEND(MIMT ( \ \/\ ^-S J ST \ \ _ _ -- �-�•_�•__ _ F7,ISTING CEM CONC.. SIDEWAL-K STA. 2 +57 -�� ` AS 1.6 1434" Lt, 146 6 "C4 PLUGor C/JP L/JSTA. 2 +42 v/ / `I ADJUST FX 5fORM MI. �St.. 3 +70 Lt 15.3 16 "G / +/E YALYE (MlrM% / � TOP M-1 = 28G.02. t - INSTALL CATCH BASIN, TYPE 11 1 OP CRATE= 285.02 � to 1 +21 Lt 15 STA. 2 +5'S Connected by others. spy, 2" BLOW OFF A55EM h' cry (See C fy of RenEon Specs) \ MATCH EX. SIDEWALK NOTE* 1 +26� ALL WORK SHALL BE PERFORMED 5n, Ihi A :CGRDANCE WITH A.P.W.A. 10 SPECIFICATIONS. - 10' UT IE.ITY EASEMENT PLAN SCALE I"= 20' (5-1- ./ t -I N.O.S. DATUM : : :, BEGIN: PI!OJECT Stu 1125 : I, -- 50 V:C _.. n ~ p . —TYPE II. C B DESIGN PROFILE \n m w > I EXISTING ROADWAY ;. GRADE .025 284' EXISTING CL :PROFILE _ _r .- B AN SEWER M - 282'- BOTTOM -282 29 --._ i i �— STORM Mi I 280'. 2 _ 2 C 0 i �`TE PIPS C, X15 276'.: : INV. -•2B 0.52. t _ ; 1 I 2:7fi': I � (5-1- ./ t -I