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Work End Limit. <br />44 SEE DETAIL A OF THIS SHEET <br />C06 OFF 12.6• LT STA 380+78 <br />SAMPLING STATION Construct End of line <br />79 130. <br />12" WSID TURNOUT SEE CH2M HILL PUMP <br />FOR FUTURE STATION PLANS IN <br />CONNECTION 26 VOLUME 4 FOR 10+35 <br />SEE DETAIL CO3 /,V CONTINUATION OF PIPE SEE CH2M HILL PUMP <br />If (BID ALT 2) STATION PLANS IN <br />" <br />WSID / 0 4 Fq <br />HEADWALL > /^�, � ! + (*jR <br />n OF RIPE <br />APN: 24030 ma ",07- 1V +off00 <br />BO R15ER ' V � Q � + <br />1 �Y <br />�� 23 Q ^� .ir <br />CO3QJ�O �OO� <br />i y O <br />CEMNG PR, SEE NOTE 2SU 379 <br />'9 <br />See previous sheet z I APN: 24029028 2"CAkV 33 x x — x x <br />for alignment location Q = 3s'��R� C04 ., ti ,X , <br />LY (Fj,TRAFFIC SI�N'AL /�Milli <br />CONTIG- FQUlp1 NT' ,.... !. ;._., * _ MATC LINE (E),-/ FE CE <br />LLJ 12� Ilk EP <br />LLJ <br />--- FO <br />r o NOT <br />LAMMERS. <br />D <br />(E) E (F) CURB r ;�I <br />p PH � <br />, <br />6FT-`- _ '�' RW, <br />44 - _ <br />r..T- F- - E_ <br />Q • r; PH --42 - E-_ <br />(F) TRAFFIC / t, (F) EP 24"RW <br />%n LOOP, TYP <br />APN: 20924004 <br />Ld APN: 20924005 I / f<, �O (F) TRAFFIC (F) TRAFFIC <br />Z 1 / (F) CURB <br />LOOP, TYP LOOP, TYP <br />..I 1 BORING PIT, � � ,� , <br />SEE NOTE 2 i I <br />RE ROAD IMPROYMENTS FOR <br />_ NTERSECTION OF LAMMERS AND W SHULTE <br />U / o <br />�o. PER (RAMC SIGNAL AT LAMMERS <br />AND SCHULTE ROAD (WEST) CIP 72068 <br />IN -VOLUME <br />(F) EP _6 AppENQIQ <br />1 APPROX. (E) R/W <br />/ SEE DWG 146 FOR SCHULTE <br />y RD PLAN AND PROFILE <br />PLAN <br />0 40 80 <br />SCALE IN FEET <br />115 <br />CONSTRUCT 184 LF OF 24" RW MAIN <br />- SEE PIPE SCHEDULE _ _ _�_�CONSTRUCT 73 LF PF 24" RW MAIN - <br />CONSTRUCT 20 LF > > > > _ SEE PIPE SCHEDULE <br />OF 24 RW MAIN o_ ab z am z X rr rn z � z in Zr) m o ,� r• w ap Z Q <br />>OJ O �W f�W O OW •-W �N n* * W <br />�' IN 36" STEEL CASING �w + +mom +mn o� + +m^+mm +r:oao+ 0 +f' m� 0z +m�ti <br />M'ItrO ^ n�� O N (na 0 O NO n O�ZCIO �a0 Y O <w <br />110 BORE AND JACK.-_ PlPE + M > o M w N a ao a0 � •s+ m ao w ao - a 00 N = zoo _ <br />U TYPE 3 OR 6. rn o:o > >rn Q'nO'n>rn W> Colo) "I�f°Q-�'`�m"'Q,•� N= 0D M>oN <br />SEE DETAIL 25 ,^>� Q �- a• � a mQ• Q. Q. mwd x r� F- Cn <br />NNN�UNtCawzN(M¢��U c��=U�iN0 _J'::�ZEEnN3z wz En4MEnF=- <br />3 E) GS Cn 0 o arys <br />r <br />- ----- f �__- --__ <br />105 <br />LF OF 24 RW WITH BID <br />NOTE 2 <br />z:- <br />0 z <br />N <br />UQ <br />S O.00X <br />100 0 5.0.9996 <br />I <br />Z� <br />10+35 <br />24" RESTRAINED <br />00�S <br />Wo <br />z <br />0 <br />0--1112• <br />M � <br />o <br />o <br />zx <br />io <br />0 <br />_ <br />(PING CONTINUATION TO <br />IN C_LR PUMP <br />< <br />II <br />II II <br />IF BID ALT 2 <br />IS o <br />Io <br />95 <br />:M <br />N <br />w <br />AWARDED,SEE NOTE 1• <br />Ir <br /><0a <br />36" <br />I <br />_ <br />W <br />STEEL <br />_o <br />N 3' MIN CLR <br />J I <br />I CASING <br />IN <br />I <br />I I <br />I <br />x <br />• <br />90 <br />STA: 379+84 <br />' BEGIN CASING=0.00 STA: 380+04 End Restrained joints <br />RESTRAINED JOINTS END CASING STA 380.78 <br />i <br />378+00 379+00 380+00 PROFILE 381 +00 382+00 <br />SCALE: H:1"=40', V:1"=4' <br />{N) FENCE PER CH2M <br />PLANS (BID ALT 2) <br />SEE CH2M HILL PUMP STATION PLANS <br />IN VOLUME 4 FOR CONTINUATION OF <br />PIPE (BID ALT 2) <br />115 <br />STA 380+8 <br />110 2FLANM INSULATION WP <br />WITH BID ALT 2, SEE NOTE 2 <br />CL- 98.78 <br />INSTALL 10 LF OF 24" <br />RW CONNECTOR PIPE. <br />105 (BID ALT 1) SEE NOTE 2. <br />STA 380+78 <br />24" RESTRAINED 90' <br />BEND (BID ALT 1) <br />SEE NOTE 2 <br />CL- 98.78 <br />100 <br />95 <br />.s <br />383+00 <br />a <br />a <br />b <br />m <br />0 <br />_ C 120 ��- C 1 0-T--T_� C 105 101 <br />1__1__1__1__1__x-_T--T-_T1 / <br />MIDDLE RD �- _-T_-T--} r <br />1 1 LARCH RD Cii.� u <br />T --T-- j <br />WIMP <br />N Fi Lc 115 0 <br />H <br />C 125; <br />F1 <br />Fa <br />NOTES: <br />GRANT ME RD ' I <br />1. BORING AND RECEIVING PITS SHOWN ARE APPROXIMATE. <br />CONTRACTOR SHALL DETERMINE EXACT SIZE AND LOCATION. <br />C 130---�'�� <br />`r 2. IF BID ALTERNATE 2 IS AWARDED, DELETE 90' BENDS AND 10 <br />LF OF 24"RW CONNECTOR PIPE, AND INSTALL ADDITIONAL 10 <br />H LF OF 24" RW PIPE ON EACH PIPELINE (20 LF TOTAL) TO <br />Fi MATCH POINTS WITH PUMP STATION IMPROVEMENTS. SEE CH2M <br />C135-1 i HILL PUMP STATION PLANS IN VOLUME 4 FOR CONTINUATION <br />OF PIPES. <br />rLEVIEm sTF� <br />I I <br />1 I <br />H <br />1 I <br />I I <br />C140---qi <br />I <br />I <br />H <br />II <br />ii <br />1 1 <br />SKXTERD C145 F' <br />C146 <br />CH2M HILL PUMP STATION PLANS <br />0OLUME 4 FOR CONTINUATION OF <br />(BID ALT 2) <br />A 10+25 <br />24" FLANGED INSULATION JOINT <br />WITH BID ALT 2, SEE NOTE 2 <br />CL- 98.78 <br />NSTALL 10 <br />w <br />9 <br />O <br />co UJ MO <br />J M <br />LL. <br />W a <br />Q 0 <br />z <br />J Q O <br />Z o♦O <br />'` <br />CL <br />"' <br />D�. <br />1-1 <br />rn <br />ri <br />w <br />z <br />0 <br />W <br />ALT 2. SEE <br />LF OF 24 RW WITH BID <br />NOTE 2 <br />z:- <br />0 z <br />UQ <br />Z� <br />10+35 <br />24" RESTRAINED <br />90' <br />Wo <br />z <br />0 <br />BEND (BID ALT <br />1) <br />o <br />zx <br />io <br />0 <br />_ <br />0 <br />SEE NOTE 2 <br />CL' 98.78 <br />rn M <br />o< <br />:M <br />N <br />w <br />3 U- <br />a 3 <br />Ir <br /><0a <br />x <br />C f % <br />o <br />24"RW JUMPER CONNECTION <br />w <br />arn�, <br />c <br />DETAIL A <br />fa� <br />Sao <br />L <br />E--+ <br />l { <br />}" <br />NOT TO SCALE= <br /><r p U? <br />4-4 <br />~xzz <br />O <br />U' <br />a.a� <br />O <br />v <br />E -CU O� <br />aaEE_,O <br />H <br />�wE�-G� <br />©' <br />� <br />QoQ Q <br />o <br />E-�c <br />z <br />WEST YOST <br />x <br />Q <br />2020 Research Park Drive <br />SHEET <br />Suite 100 <br />M <br />Davis, Califomia 95618 <br />C145 <br />A S S O C I A T E S <br />(530) 756-5905 <br />FAX (530) 756-5991 <br />61 <br />OF 93 <br />o <br />SHEETS <br />FILENAME: 40414-1626-c144-c145.dwg <br />PLOT <br />DATE: March 19, 2018 <br />V_ <br />PLOT TIME: 12:06 PM <br />