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W <br /> a w <br /> SUNSET AVE.in c <br /> 22nB Y N I MYRM AVE. <br /> W .40 a R/W <br /> `-w _j 1 2217 2229 2227 <br /> ® { i i 2299 7' ASI# 222WI � 2210MYRM i <br /> 2 <br /> ZN <br /> 9 - - - - - -- -_ - <br /> 9 <br /> . .�. <br /> ry� � G i ; n _ `�.� � � CONSTRUCTION � O <br /> ,f <br /> 5 �T - _ - <br /> 6 EXI EP _ <br /> f <br /> 1 -_ - -- <br /> - - 7 7 - �- - - i - - -� - - - ADJUST MH <br /> _RWFRS -- - - - -- -- -- - -- - - - --- <br /> r. ACOVER <br /> - - -- - - <br /> TO GRADE <br /> 8 <br /> I <br /> N <br /> - - - <br /> - - - - <br /> - <br /> 4"00G <br /> 711 F` EXIST. EP - <br /> 1 <br /> w 1z 1� 11 - - _T_ _111 <br /> ,no ry ' ry - L ------ Lry ryk \ STA. 6+61.3 TOTTEN AVE. <br /> © FIR �ry 41V �� �ry� g �ry� � O MYRAN AVE. <br /> / R/W (Z INTERSECTION <br /> C J <br /> ADJUST AH I ❑ <br /> w II ,� 3 <br /> TOAGRADECOVER 2]2� AA7 w NDAnnAA>tii3 222n 229n ADJUST MH FRAME do <br /> w N a 22�n TO GRADE y y AVEWMN <br /> ± Z N w .r 2]73 MYAAN <br /> H c W J N CONSTRUCTION NOTES' <br /> w D STA. 6+12.5 (14' LT) 0 STA. 6+78 (26' RT) CONST. SDMH TYPE-1. (SEE ® CONSTRUCT SADDLE TYPE SDMH <br /> CONST. 18" STORM DRAIN INLET CONST. 18" STORM DRAIN INLET PROFILE FOR CALLOUT) <br /> CATCH BASIN PER CO. STD. DWG CW-D14. CATCH BASIN PER CO. STD. DWG CW-D14. (SEE PROFILE FOR CALLOUT) <br /> sc O 42 LF 12" RCP CLIII S= 0.0100 © STA. 1+31 19'LT FLO C CLEAN AND FLUSH EXISTING DRAIN INLET, <br /> 9 FLO DI= 20.0 CONST. <br /> CLIII S= 0.0265 CONST. 18"(STORM DRAIN INLET CATCH ❑ CULVERTS AND/OR LATERAL AFTER NEW <br /> FLO SIDMH 9819.43 FLO SDMH= 19.43 BASIN PER CO. STD. DWG CW-D14. STORM DRAIN FACILITIES ARE COMPLETE. <br /> GRATE= 21.7 GRATE= 22.2 22 LF 12" RCP CLIII S= 0.0123 <br /> FL O DI= 16.75 <br /> FL O SDMH= 16.48 R REGRADE DITCH OR SWALE <br /> ❑ <br /> 0 STA. 6+81 (17.6' LT) ® STA. 6+34 (23' RT) GRATE= 20.7 <br /> CONST. 18" STORM DRAIN INLET CONST. 18" STORM DRAIN INLET ® INSTALL 0.21' AC OVERLAY (TYPE B) PER <br /> TOTTEN AVENUEftw CATCH BASIN PER CO. STD. DWG CW-D14. CATCH BASIN PER CO. STD. DWG CW-D14. STA. 1+16 (14' RT) DETAIL AS SHOWN ON C-2. <br /> 20 0 10 20 40 36 LF 12" RCP CLIII S= 0.0100 28 LF 12" RCP CLIII S= 0.0204 CONST. 18" STORM DRAIN INLET CATCH <br /> FLO Di= 19.79 FLO D1= 20.0 BASIN PER CO. STD. DWG CW-D14. <br /> FLO SDMH= 19.43 FLO SDMH= 19.43 16 LF 12" RCP CLIII S= 0.0169 ® RELOCATE WATER PIPELINE <br /> GRATE= 22.6 GRATE= 22.4 FL O DI= 16.75 BY OTHERS <br /> (FEET) FL OESDMH=H08 16.48 ® RELOCATE GAS PIPELINE <br /> GRATBY OTHERS <br /> EXIST. <br /> GROUND N o LO .4 <br /> M <br /> 04 <br /> co <br /> LO <br /> LO a'i EXIST,v N N N O1 LO GROUNDN Ki N Mv N N <br /> M <br /> i <br /> l <br /> - � - - -- - _ <br /> I <br /> 04 04 <br /> 26 <br /> 26 <br /> ( { } EXISI. GROUND O DITCH FL (RT) <br /> 1 GRATE 22.6 <br /> I J ! EXIST. GROUN[� O CONSTRUCTION CL <br /> _ I j GRATE 2.2 RT <br /> i (ASSU( ) PRIOR t TO CON TRUCTION ) PR(ASSUMED <br /> RM D CON TH OF 30 - T - - - -- - - - - - GRA 21.7 LT <br /> DEP <br /> -- <br /> TD <br /> REGRADE DITCHI FL LT & RT <br /> ( ) ( CONTRACTOR VERIFY DEPTH CONTRA TOR S VERIFY DEPTH ; GRATE 22.4 T <br /> TO FLOW TO#GRA0.7 <br /> EXIST. gROUND O DITCH FL RT CONSTRUCTION I __ _� � I I II <br /> . 111111 <br /> CXPOWA <br /> 22 - - - - - -I - -- - <br /> _ 22 <br /> - - _ ._ _ _ _ <br /> II �__--' -- _ ', # . __ - __� __ _ - ._ - _ _-____.__ �- -..--...�-._-____.._ - - - , <br /> II I - <br /> I � I <br /> EXIST.' <br /> a <br /> - I <br /> I <br /> -,- T <br /> w <br /> ra: <br /> >. -e ^T�_ ._... ., ,tv.. <br /> e.. .t, .. ., . ti ,. r>s'+'. <br /> ...^ ,.i ,>. .e .v' _ _ <br /> „ _ nr.: - <br /> Y.. - <br /> _ i 183 LF 18" PCL III S 0.(030 - FL 20. RT <br /> IF <br /> CL-111 �=0.0068 f <br /> FL 16. 5 LT i - - - f~ - - � , <br /> � L 19.79' LT <br /> rse { .. _-._ <br /> i <br /> I I I <br /> - - - T_. 18 <br /> FL 19.85 LT _ <br /> I <br /> _ � - - - - <br /> 1 - - - - - - ! S <br /> hi FL _T <br /> A. 4+72 LT <br /> 1 k <br /> - �1 R <br /> ON MH I STA.: 6+ I <br /> S 55.3 <br /> T C SADDLE SDN H <br /> FL= 19.28 12" IN) _ <br /> FL= 18.89 18" �THRU) � ' FL= ; 19 43 N) <br /> i FL= 19.43 15" (IN) E,N,W) <br /> 14 <br /> f <br /> ti CONST. TYP -1 SDMH PER FL= <br /> { 3 8 (OU i <br /> 9.4 1 <br /> FL= 16.48 1j2 (IN ---- 1 �1 " <br /> ( - _., - <br /> ' FL= 16.48 1�" (IN� 5 LF O S=0.0030 _._....._..___.__ I o <br /> (( t <br /> 14 <br /> ' LASS III O 0.00130 _ - -_, .___. _._._. <br /> Lr) FL= 16.48 18" THRU) { d <br /> w 1 <br /> UNC �I 16 LF 18"' RCP [ 1 I { N.W) 1 <br /> GI 111 <br /> +Ivy <br /> tnN H N <[I� I f f s' <br /> 10 0_j"'1 � Cil { I 1 nIV? <br /> v� I j : �� <br /> U W L� V3 i i I E <br /> _- 1 ✓ F <br /> , •:- 2.1.00 _ _______ _ _ _ :,... <br /> Call CAUTIONl! 10 <br /> 4+� 7+00 <br /> GIANONE PARK AREA <br /> bofor0 you f*ppZ, p .20' CONTRACTOR TO ASSUME ALL EXISTING UTILITIES ARE AT MINIMUM DEPTHS, STORM DRAINAGE 1-B TOT'TEN AVEMJE <br /> Dig44 VERT 1' -2' UNLESS OTHERWISE NOTED. POTHOLE TO DETERMINE EXACT DEPTHS AND REV DATE DESCRIPTION DATE AGEN. DATE GCW 1 <br /> .�• LOCATIONS. SHOULD CONFLICTS ARISE IN THE FIELD, NOTIFY THE ENGINEER 1DEPAFffk*W OF 1 <br /> $ o <br /> HN-11142-24"Z.2 IMMEDIATELY SO THE EXISTING FACILITY CAN BE RELOCATED. WATER do GAS ��ppID 0 Mcc �y _ �Aa� ' a <br /> MAINS ARE TO HAVE BEEN RELOCATED PRIOR TO CONSTRUCTION OF THESE ��% SCALE: AS NOTED <br /> IMPROVEMENTS. v SHEET N0. 25 E <br /> G. C. WALLACE OF CALIFORNIA, INC. No. C31952 = ` , <br /> PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE PPROVAL R OMMEN ED DATE Exp. 12-31-04 <br /> En ineers Planners Surve ors / ` <br /> y s q• AWN: SDH STA. �� TO STA. � OF 30 SHEET o <br /> / ( i TELEPH2150 ONE:VER (916) 286-7600 UITE 100AX: (916)N286-7601 �Tf C 1 V `fopr` NECK: RDM �7_ O O q <br /> �QLAZA Op �� ISSUE DA1E:10-20-04 / I i <br /> PROJECT NO. <br />