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HomeMy WebLinkAboutRW-475-13Z I I I I I 536 I I (2) 8" 450 BENDS (2) 8" SOLID SLEEVE I COUPLINGS I I 24"x6" ANCHOR TEE 6" GATE VALVE HYDRANT ASSEMBLY r1j ro I U U I NETT / 58 o 0o W/COND W - - • - I - EP - EP W OHW OHW OHW- SBB 10" AC S S S 5 5 5 S S S 210 200 195 SBB G Q G j Trc 24 11.250 VERTICAL BEND 538 I ° 8" SOLID G)SLEEVE COUPLING 542 (2) 8" 450 BENDS CB 3492 8" CAP RIM ELEV.=205.5' 540 DEBRIS ELEV.=205.4' (NO VISIBLE INV.) CB 3505 DMH 3481 RIM ELEV.=206.1' TOP OF HOOD 0 UT(NE)=203. 1' RIM ELEV.=205.1' WATER ELEV.=201.8' ° 8" HDPE INV IN(W)=200.2' SUMP ELEV.=198.4' 8 HDPE INV IN(W)=200.2 0 12" RCP INV IN(S)=200.2' 12" RCP INV OUT(NW)=200.1' 546 \ °p ° DMH 8275 APPROXIMATE FENCE DMH 3504 I (PAVED OVER) LOCATION DMH 3660 RIM ELEV.=206.1' U) RIM ELEV.=210.6' 8" HDPE INV IN(SW)=201.6' TBM 6598E DMH 3351 z 8" HDPE INV IN(SW)=201.8' \ 8" HDPE INV IN(SE)=200.5' MAG NAIL SET UP 6" RIM ELEV.=202.9' 0 12" HDPE INV 0UT(NW)=200.4' ° IN POLE VZ107 1" SERVICE 12" RCP INV IN(SE)=198.2' CB 3346 U) 8 HDPE IN OUT(NW)=201.7 \ CB ELEV.=205.56' 12" RCP INV IN(N)=198.1' RIM ELEV.=202.2' > i SMH 3543 4"X 4" W DEN POST UP 5' STONE RET. WALL (TYP) 12" RCP INV IN(NE)=UNK 8" RCP INV OUT(SW)=200.1' o � RIM ELEV=210.4' VZ 106A W/COND / W/E•M• STONE RET. WALL 12" RCP INV OUT(NW)=UNK DEBRIS ELEV=200.1' 11.25 VERTICAL BEND VZg81110 10" AC INV IN(NW)=193.3' VZ 1003, W/COND I U U W/GOND 1 'QAC INV OUT(SE)=193.2' � ° � � NETT/109 SD '/ \ l I NETT 108 11.25° VERTICAL BEND SD SD SD SD DMH "-"- "-"- -" SD S D S D S D _� r-� 6- - 6 SD SD S D S, -- �o -- -- -- -- - DMH CB' - - -- -- -- -- - -- -- -- -- -- - -- - -- -- -- -- -- - O EP �O .• .00 .S4 DMH SD SD SD SD SD SD SD EP S SD EP SD SD SD SDDMH EP ❑G f 4 .•,•: , .. C r EP SD SD SD EP OHW OHW OHW OHW OHW OHW OHW OHW 20 OHW OHW OHW O W OHW OHW OHW OHW OHW OHW SD zos.ss MB 546 SBB TBM 6s98E SBB SBB VGC CB SBB 5 s 5 5 5 5 6SWL 10" AC ° 10" AC 5 S0 5 s s -s -s 5- __nss-s SMH All I� § § SMH LOWELL STREET W W W W W W Z_ W DYL W W W W O,r W- ini in, in, W oy� W W_ W W vv W W W W W W • - O - • o 161+00 0 163+00 164+0 16 0 zz a a a a a r IT SBB SBB �y� CB SBB B 537 • G G -G G G G G G G G G �O G G' G G G G G G G� MB 539 G G G G C' G G G G G G G n G m G a MB 5 9 G G G G G • Z - - - " 1/4 PIPE FND. IRON UP" 3 NO CAP 0 5/8" REBAR FND. 518" RE - - - - - - - - ' - - • O -- -- - - -- -^ - -- BAR FND UP 4 W/ID CAP ROBB URVEY, UP 4 W/ID CAP ROBBER SURVEY 2 N oc N o SMH 3503 1 MANUAL RIM ELEV.=205.9 N N 24"x8" TEE 24 WATER MAIN 10r' AC INV IN(NW)=193.9' 1 Q Q N a N AIR -RELEASE VALVE SMH 3363 C83445 ^ W W J D_ LANDSCAPED AREA - N O N O 8"GATE VALVE 10" DROP INLET PVC INV IN(SW)-197 5/8" REBAR FND. UP 4" RIM ELEV =202.5' RIM ELEV.=202.4' o `n ' y coo w 6"X 6" CONC. UP 42" 1-1/4" I.P.F. UP 3' 10 AC INV OUT(SE)=193.8' 24 x8 TEE rr W/ID CAP ROBBER SURVEY .. 10" UNK INV IN(NW)=194.4' 12"RCP INV OUT(SW)=198.6' N u 0 0 � o Q o GC 24 BUTTERFLY VALVE 10 AC INV OUT(SE)=194.3 • 11 rr r „ „ • Z 0 W O WINDOW WELL 8 GATE VALVE 5/8 REBAR FND. UP 4 W O D N 6 X 6 CONC. UP 42 V z 0 W � N W/ID CAP ROBBER SURVEY � _ Lu � Y 537 %W w W Q Q= Q a Q z D_ 0 V V V 0 Q 0 of i PLAN I SCALE: 1"=20' I 539 549 0 20 40 E 15 00 W 00 L p `_' 0 m • m • Ln m • 2 Z 0 L7 Z TT M W OR0 EXISTING GRADE Z CQ G J 210 200 195 SBB G Q G j Trc 24 11.250 VERTICAL BEND 538 I ° 8" SOLID G)SLEEVE COUPLING 542 (2) 8" 450 BENDS CB 3492 8" CAP RIM ELEV.=205.5' 540 DEBRIS ELEV.=205.4' (NO VISIBLE INV.) CB 3505 DMH 3481 RIM ELEV.=206.1' TOP OF HOOD 0 UT(NE)=203. 1' RIM ELEV.=205.1' WATER ELEV.=201.8' ° 8" HDPE INV IN(W)=200.2' SUMP ELEV.=198.4' 8 HDPE INV IN(W)=200.2 0 12" RCP INV IN(S)=200.2' 12" RCP INV OUT(NW)=200.1' 546 \ °p ° DMH 8275 APPROXIMATE FENCE DMH 3504 I (PAVED OVER) LOCATION DMH 3660 RIM ELEV.=206.1' U) RIM ELEV.=210.6' 8" HDPE INV IN(SW)=201.6' TBM 6598E DMH 3351 z 8" HDPE INV IN(SW)=201.8' \ 8" HDPE INV IN(SE)=200.5' MAG NAIL SET UP 6" RIM ELEV.=202.9' 0 12" HDPE INV 0UT(NW)=200.4' ° IN POLE VZ107 1" SERVICE 12" RCP INV IN(SE)=198.2' CB 3346 U) 8 HDPE IN OUT(NW)=201.7 \ CB ELEV.=205.56' 12" RCP INV IN(N)=198.1' RIM ELEV.=202.2' > i SMH 3543 4"X 4" W DEN POST UP 5' STONE RET. WALL (TYP) 12" RCP INV IN(NE)=UNK 8" RCP INV OUT(SW)=200.1' o � RIM ELEV=210.4' VZ 106A W/COND / W/E•M• STONE RET. WALL 12" RCP INV OUT(NW)=UNK DEBRIS ELEV=200.1' 11.25 VERTICAL BEND VZg81110 10" AC INV IN(NW)=193.3' VZ 1003, W/COND I U U W/GOND 1 'QAC INV OUT(SE)=193.2' � ° � � NETT/109 SD '/ \ l I NETT 108 11.25° VERTICAL BEND SD SD SD SD DMH "-"- "-"- -" SD S D S D S D _� r-� 6- - 6 SD SD S D S, -- �o -- -- -- -- - DMH CB' - - -- -- -- -- - -- -- -- -- -- - -- - -- -- -- -- -- - O EP �O .• .00 .S4 DMH SD SD SD SD SD SD SD EP S SD EP SD SD SD SDDMH EP ❑G f 4 .•,•: , .. C r EP SD SD SD EP OHW OHW OHW OHW OHW OHW OHW OHW 20 OHW OHW OHW O W OHW OHW OHW OHW OHW OHW SD zos.ss MB 546 SBB TBM 6s98E SBB SBB VGC CB SBB 5 s 5 5 5 5 6SWL 10" AC ° 10" AC 5 S0 5 s s -s -s 5- __nss-s SMH All I� § § SMH LOWELL STREET W W W W W W Z_ W DYL W W W W O,r W- ini in, in, W oy� W W_ W W vv W W W W W W • - O - • o 161+00 0 163+00 164+0 16 0 zz a a a a a r IT SBB SBB �y� CB SBB B 537 • G G -G G G G G G G G G �O G G' G G G G G G G� MB 539 G G G G C' G G G G G G G n G m G a MB 5 9 G G G G G • Z - - - " 1/4 PIPE FND. IRON UP" 3 NO CAP 0 5/8" REBAR FND. 518" RE - - - - - - - - ' - - • O -- -- - - -- -^ - -- BAR FND UP 4 W/ID CAP ROBB URVEY, UP 4 W/ID CAP ROBBER SURVEY 2 N oc N o SMH 3503 1 MANUAL RIM ELEV.=205.9 N N 24"x8" TEE 24 WATER MAIN 10r' AC INV IN(NW)=193.9' 1 Q Q N a N AIR -RELEASE VALVE SMH 3363 C83445 ^ W W J D_ LANDSCAPED AREA - N O N O 8"GATE VALVE 10" DROP INLET PVC INV IN(SW)-197 5/8" REBAR FND. UP 4" RIM ELEV =202.5' RIM ELEV.=202.4' o `n ' y coo w 6"X 6" CONC. UP 42" 1-1/4" I.P.F. UP 3' 10 AC INV OUT(SE)=193.8' 24 x8 TEE rr W/ID CAP ROBBER SURVEY .. 10" UNK INV IN(NW)=194.4' 12"RCP INV OUT(SW)=198.6' N u 0 0 � o Q o GC 24 BUTTERFLY VALVE 10 AC INV OUT(SE)=194.3 • 11 rr r „ „ • Z 0 W O WINDOW WELL 8 GATE VALVE 5/8 REBAR FND. UP 4 W O D N 6 X 6 CONC. UP 42 V z 0 W � N W/ID CAP ROBBER SURVEY � _ Lu � Y 537 %W w W Q Q= Q a Q z D_ 0 V V V 0 Q 0 of i PLAN I SCALE: 1"=20' I 539 549 0 20 40 159+00 160+00 161+00 162+00 163+00 164+00 210 200 190 165+00 E m W 00 L p `_' 0 m W m L z 3 Q Ln m m Ln Z 0 L7 Z TT M W OR0 EXISTING GRADE Lu W U - m LLQVpC ON Z 0 ~ l --I O �u LL J La qq� l0 _ n I \ \ 210 \ EXISTING GRADE I I I \ I \ \ \ \ \ 24" WATER I I I I \ 200 I I I I I I I I I I I 24" WATER I I I I I I I � I I �I Ln I I I 16-4 2 O+ �o W I� m I rnlz Ln � BIZ NLn W U ILu z V Iz U Iz �� � I� �� LLI GCI PROFILE Q Iz O �� O � O `�`''� � O z p J + SCALES Z 11.250 VERTICAL BEND 11.250 VERTICAL BEND �I- �� SII- VERT:1" =2 I; Q J LZ J Q J Q J �Lu Q a HORIZ:1"=20' Q J W W W N W 159+00 160+00 161+00 162+00 163+00 164+00 210 200 190 165+00 DRAWING C-13 E O v O W 00 L p `_' 0 Qi Q 1 W W L z 3 Q • c -I c -I DRAWING C-13 N W N Lu - W W ~ a O N J Ln Z 0 L7 Z a � C =�= Q M W OR0 z 0 Vo W z Zrl Lu W U - m LLQVpC ON Z 0 ~ l --I O �u LL J La qq� l0 _ n O DRAWING C-13 O a Z Ln Z 0 L7 Z a � C =�= Q W - a Z z 0 Vo W z Zrl � � O H o Ln m LLQVpC ON Z 0 ~ _ _ N 1 Lu N a = a �u LL J La 0 V Q • a (A W CSC z a a J a DRAWING C-13