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LEGEND <br /> EXISTING PROPOSED <br /> STORM DRAIN (MAIN) — —so— — 12 SD <br /> STORM DRAIN MAINTENANCE HOLE �[�D ®D <br /> CURB INLET N/A ® ® m Z <br /> Z <br /> STORM OUTFALL STRUCTURE N/A 1 O <br /> kul <br /> WATER (MAIN) — —w— — — 8 W 2 Q ('j Qc <br /> WATER VALVE <br /> wv wv 10 9 8 7 6 5 4 3 Q QO a <br /> 14 13 12 11 \ SEWER PUMP p W Q <br /> FIRE HYDRANT r' / / <br /> STATION L � I► o <br /> SEWER MAINTENANCE HOLES / 0 Q Z <br /> mw <br /> a <br /> SEWER (MAIN) — —SS— E12"SS� — 12"SS LOT 'A' \ J W a <br /> OUTFALL STRUCTURE 8"W W y <br /> SEWER PUMP STATION N/A ® WV "W -LOT B - _ _ - Ld <br /> a <br /> g"SS - - - - - - - - - - - - - — G — — - — G — — — - — G — — - - — — - G � - — G — <br /> GAS (MAIN) G N/A — - — G — — - — G — — - — G — —12"SD — — — - — G — — - - — — — "Sp 12''S <br /> 18"SD <br /> �I co <br /> � — <br /> W W W W W W W W iW W <br /> ......................... <br /> — — ..... ........................... <br /> ........ ......... .: . • :::. :.:::.: .:::.: .: . . ........................... .. .. . . .. . . . . . . . . . . . . . . . . . . : ...................................................................................................................... : .......................................... <br /> . <br /> .. ..... ..... ...... ..... ... ..................................................................................................................................... . .............. .........15 : : : : . . <br /> — — — <br /> ........................................................................................................................ ..................................................................................................................................................................................................................................................................................................................................................................................................... .................................................................... <br /> : :: _:.: _ <br /> l CONNECT TO EXISTING <br /> i WATER z <br /> WOOD WARD AVENUE <br /> Ln N <br /> Z <br /> O <br /> W a <br /> � I I �FUTURE R/GNT-OF-WAY � <br /> 16NOT A PART W <br /> ': :.:: :: :: o <br /> I 3 . <br /> II <br /> ..`... :. FUTURE RIGHT-OF-WAY <br /> 17 �:: :: : ' NOT A PART <br /> I :::::::::::::::::::: <br /> Icy <br /> I I / <br /> I / <br /> .: . <br /> 18 3 ...:.:.:.:.:. _ <br /> - - - - - -CID <br /> I a <br /> - - - - - - - - - - I <br /> O <br /> W m i LL <br /> N <br /> .................. . <br /> I .*.*:=.*.*.*=.*.*: oW I Q V <br /> 23 Z Z <br /> N 2 1 1= -a i' I � r <br /> MW 22 21 20 19 <br /> � Q V Q I Z <br /> LO I ... ..: O _ _ C C a I CONNECT TO <br /> Z <br /> 'C' iSEWER PUMP 0 W Q p I EXISTING SEWER (n <br /> Q ` STATION O I MANHOLE \ <br /> 3 <br /> a I 8'sss"ss�ss Co w W <br /> LOT B C LOTA W <br /> WV - - - W y I --- ZD _ <br /> 6 ss — — — — -I 3 / 3 I — — ww Q <br /> DCV <br /> <! <br /> W <br /> W - <br /> W — <br /> WV <br /> WV — W <br /> ........... .... <br /> 8"W _ <br /> :. — _ ........-- :::. ::. ::.: ::::::. :::::::::::::. :.:::. . W T <br /> WV 8 W �;: f $SS WW W � i <br /> �. ............................................................................. <br /> cn <br /> W_� <br /> _ r::::::::.: ::. :. :.::: . :. . :.: . . :. :. .: . :: <br /> -: :. ........................ .:..: ::...... ...:�._......._...:.:_.: .... :._. :. :._. :. .... :.:_::. :.:_::. :.:_::.:_.:_::. :.:: :. :.:: :. :.:: :. :. . :. :. . :. . — <br /> k W <br /> .: .::.: ::::::: �-...................................................................... <br /> J <br /> 24 CONNECT TO EXISTING W iW W ........................... .... <br /> -� - <br /> _ Q <br /> :" "_' <br /> WATER <br /> ::: u. <br /> 2 <br /> 8 <br /> �� <br /> O <br /> ............................................................................................. <br /> :::::::::::::::::::::::::::::::::::::::::::::::. ::. ::::::::::::::::::. :::. :::::. :.:::. ::::::::.::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::. ::::::. ::::::::::::::::::::::::::::::::::::::::::::::::::.:::..................::. ............... :. :::. :. ::::. : ........ <br /> 30 <br /> 29 Z ZD <br /> ;:;::•:::•:.::::: ::::::::::............................................... ................................................................ .*.'............................................... . .......................................................................... — <br /> 31 <br /> I —.... . ........ <br /> 32 ��������� W <br /> Z <br /> CONNECT TO EXISTING SEWER ALIGNMENT WITHIN rr�� <br /> 3 `` WATER WOODWARD AVENUE TO BE (V O <br /> nCD <br /> I DETERMINED ON IMPROVEMENT PLANS z V <br /> mw <br /> 25 I U <br /> � :;;: >: <br /> W <br /> LOT 'D' <br /> O <br /> ... z <br /> co) <br /> 26 I <br /> I — R/W20' R/W Z <br /> :.::: ........ PROPOSED 3 v <br /> — — — — — PRIVATE ROAD <br /> _ FL 10' 10' FL ss Z <br /> — — — — — — TRAVEL LANE TRAVEL LANE N <br /> S. <br /> I V � <br /> N � <br /> EX.G <br /> SS SD <br /> 27 • o 0 <br /> 10' 6'± <br /> ... : 2'f 40 20 0 40 80 <br /> FUTURE RIGHT-OF-WAY UTILITY ALIGNMENT <br /> c� NOT A PART _ <br /> SCALE: 1A - 40 <br /> // IJOB 19-2377 <br /> DATE: 03/20/2024 <br /> SCALE: <br /> DRAWN: TC PMH <br /> ICHKID: JAC <br /> SHEET <br /> #:;: NUMBER <br /> o � <br /> NN <br /> o � <br /> C � <br /> 0 <br /> TM4w <br /> o < <br /> COPYRIGHT ® 2024 NORTHSTAR ENGINEERING GROUP, INC <br />