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CONSTRUCTION NOTES: <br /> �1 STA. 2+99.8 (20'LT) <br /> SEE SHEET C22 CONST. 18" STORM DRAIN INLET CATCH <br /> BASIN PER CO. STD. DWG CW-D14. <br /> (L( FWA AVE FLL O DI2"16. s CLill S= 0.0.17 <br /> ?��� FL O SDMH= 16.41 <br /> C �1 AC 26B1 R/W EXIST. EP GRATE= 20.1 <br /> CID <br /> + k ��,. <br /> 1 0 _ C ?Q / / r �, ❑ CALLOUT). MH TYPE-1 (SEE PROFILE FOR <br /> ��� o - ❑ <br /> 3 REMOVE EX MAINTENANCE HOLE REPLACEW <br /> LE <br /> E SDMH <br /> FILE FOR <br /> STA. 1+00 SUNSET AVE. L`9 3 — - -- _�____ - +y_� `� - 2 i CALLOUTCONNECT (SEE <br /> EX.OLATERALS INTO <br /> _ /' W MH <br /> STA. 8+25.2 FLORIDA AVE. - _ `-i-B W� - -- - -- --- pQ-- '=" - - CONSTRUCTION C / (20.37FL) <br /> NEW <br /> INTERSECTION 5 - - <br /> - - <br /> - = _� _ --- <br /> � _ \�:-' ® SEE SHEET C25 FOR CONSTRUCTION DETAILS <br /> ADJUST MH FRAME / C ON TOTTEN AVE. FOR INLETS SHOWN ON <br /> -� - <br /> OV < \ STA. 2+99.83 SUNSET AVE. THIS SHEET. <br /> & CER TO GRADE = _ - 4 <br /> �'--�--`� STA. 1+00 TOTTEN AVE. <br /> INTERSECTION <br /> CONST. STORMWATER TREATMENT UNIT <br /> (SEE DETAIL SHEET C28). <br /> C 27W B . >r 4 CLEAN AND FLUSH EXISTING DRAIN INLET, <br /> ti �/ f EXIST. EP �" R/W g `� � \ CULVERTS AND/OR LATERAL AFTER NEW <br /> 7 <br /> q C I hyo`' V A \ \ s� x 'ti STORM DRAIN FACILITIES ARE COMPLETE. <br /> t T ADJUST MH FRAME & \ \ \ 1' AC OVERLAY TYPE B PER <br /> � 1 } \ � AC INSTALL 0 2 ( ) <br /> ► i <br /> COVER TO GRADE y ` Q.G�y DETAIL AS SHOWN ON C-2. <br /> 20 0 10 20 40 �\ \ 0 <br /> RELOCATE <br /> ITER PIPELINE <br /> (FEET) ��1 AVE. <br /> } SEE SHEET C23 <br /> a <br /> 0 <br /> SUNSET AVENUE - 014LIFERIDNKINAIII from- III Sma <br /> U <br /> EXIST. <br /> EXIST. GROUND <br /> •• •• i n <br /> GROUND w �M rn N N <br /> cV tV cV cV <br /> r .moi � � � _._........_ _. ._.�_._.. <br /> �EXIT6_")__ EXIST. ROUND O CONSTRUCTION <br /> CO MED DEPTH Ofd XIST. GAS MAI <br /> CONTRACTOR TO VERIFY DEPTH � <br /> PRI TO CONSTRUCTION30-) f I <br /> i ASSUMED DEP OF <br /> (CONTRACTOR T VERIFY DEPTH <br /> I <br /> j \ <br /> EXIST. PRIOR TO CONS UCTION <br /> CMP L=1I <br /> I CULVERTS (TYP) <br /> _ - GRATE 20. LT <br /> 20^x'T,'.�:. n20 <br /> ,$, <br /> � -rt�F a4.ta�3. <br /> s^ 1:.,r <br /> >, �.,&�,a,`•: x' '�" rv: �* t d <br /> I 1 <br /> — <br /> _ _ <br /> l� i <br /> 1N S- 0.0025 i <br /> 1 202 F 18"0RCP CL - _ <br /> I I16 <br /> 16 <br /> } <br /> I <br /> EX.JSL, 24 0 SD -- - - _ _ ___ _ -- - _ _ - - _ - <br /> '1'i: <br /> 1 <br /> 1 <br /> 1 <br /> sEwEq <br /> tR2 STA. 75 STA. 3+02CONS . STORMWAIER !TREATMENT UNI CONST. TYP -1 SDMH PER I DWG. C -S10 CO. STD. D CW-S7PER ETAIL SHEET C�8 FL= 1 .85 (THRU) F FL= 16.41 1 " �ITHRU) j 12 <br /> 12 REMO EXIST. SANIT RY <br /> SEWE TEE & PLUG MST. PLACE 20 LF <br /> j <br /> INLET. CORE NEW INLET & g" PV( <br /> INST NEW TEE & INLET PIPING. <br /> j I } <br /> STA. 1 FOO* 7' LT <br /> i (Ex) M . i f <br /> CONT TYPE MH PER ------ <br /> CO. <br /> C � <br /> Co. Sl ). DWG D-18 <br /> - - -___._._. _ <br /> j } <br /> (E:Y" F � �B,2B 12' 'SIF <br /> EX� F = 16,09 12" <br /> 4 (EX; 'BOB 12" (NW/ f } j i <br /> {EX1 E'.�= 15.96 12" ( W) } } 8 <br /> _ I <br /> f (EX) -14.91 24" RCIZ j ! Z } <br /> TA. 04-92 <br /> E {{ J= 13 14 8' IN IN, z I <br /> 8 ' iN t � f <br /> EX( i. V-= 5.93 <br /> ,x. .. 0+00 1��00 � 2 .00 3+00 <br /> GIANONE PARK AREA T AVE3NM N <br /> Cal CAUTION„ STORM DRAINAGE 1-B <br /> CONTRACTOR TO ASSUME ALL EXISTING UTILITIES ARE AT MINIMUM DEPTHS, ESS DEf'/4RT�IENT OF PIUSM WOWS <br /> before you HOW. T' 20' REV DATE DESCRIPTION DAIS AGEN. DATE GCW � ` <br /> UNLESS OTHERWISE NOTED. POTHOLE TO DETERMINE EXACT DEPTHS AND ��9 D SM JOAOM COMITY, CALFOFM a <br /> Dig. VERTr 2 LOCATIONS. SHOULD CONFLICTS ARISE IN THE FIELD, NOTIFY THE ENGINEER v r ID Nc� E <br /> IMMEDIATELY SO THE EXISTING FACILITY CAN BE RELOCATED. WATER & GAS �` - SCALE: AS NOTED SHEET NO. 24 ; <br /> MAINS ARE TO HAVE BEEN RELOCATED PRIOR TO CONSTRUCTION OF THESE G. C. WALLACE OF CALIFORNIA, INC. No. C31952 = DESIGN: SM Ci24 <br /> IMPROVEMENTS. Exp. 1 —31— 4 <br /> AWN: SDH/JAM <br /> Engineers/Planners/Surveyors � STA. 1+00 TO STA_ 2+9®,.83 E 30 SHEETS' o <br /> PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE 2150 RIVER PLAZA DR., SUITE 100, SACRAMENTO, CA 95833 �r� C1V1� oeCHECK: ROM 277- 001 <br /> q�_ ' Z40/ TELEPHONE: (916) 286-7600* FAX: (916) 286-7601 OF CAL�E ISSUE DAiE:10-20-04 PROJECT NO. <br />