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LEGEND EXISTING PROPOSED CONNECT TO SEWER MANHOLE LOOMIS ROAD SS — SS— BOUNDARY — — �— �� • LINE N/A I SS - - - - -SS - SD - SS -SD - - --- _ - !!!! EXTEND WATER TO SD SD _ CENTERLINE - - CONNECTION POINT ----------- --- T - --- -- ----------------- ------ -- I •�/ .� _ - - APPROXIMATELY 100'NORTH RIGHT-OF-WAY PARCEL LINE - - - - - - - - - i CONNECT TO EXISTING CONNECT TO EXISTING QRoFESSig4,. FLOW LINE ------------------- ------------------ CONNECT TO EXISTING 15 MANHOLE MANHOLE MANHOLE ( 14 13 12 11 10 9 8 7 6 5 4 3 2 1 W v `�C < EDGE OF PAVEMENT m --� 16 STORM DRAIN(MAIN) - -so-/Ex12 SDi - 12 SD ( - I� ---- 00 I s9T \P ZA STORM FORCE MAIN N/A 10 SDFM o w STORM DRAIN MAINTENANCE HOLE ` ®D 1 17 EXTEND WATER TO o CONNECTION POINT CL CURB INLET ® ® 1 30 I `APPROXIMATELY 990'NORTH 29 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 II STORM PUMP STATION N/A � i "' 18 °° o a STORM OUTFALL STRUCTURE N/A /� O° o STORM DRAIN OUTLET N/A ® ____ - -_ - STREET A - - - - - - iw - ---- ------- --------- — — — — — — WATER(MAIN) - - w Ex8:VC- 8 1 28 / -- - - - 8 W - 8 W g - 19 — — — — — WATER VALVE „ 12"SD 18"SD m71 ,--- - ---------- 65S ----- -------- 6SS ------ 6"SS M FIRE HYDRANT N/A 1 N O N - - - - -1 cn SEWER MAINTENANCE HOLE i�; ® I 20 27 i I 48 11 r o - cr ss-\/Ex12"SSi SEWER(MAIN) ____ CR 66 67 68 69 70 71 72 73 74 75 76 77 78 79 ' N SERVICE POLE N/A o "' 21 co � I 1 co � r — I I I 26 ( I � m i W 49l - - - - - - - - - - - - - � 22 25 I m n cn N � I � I � 62 61 60 1 i � 50 1 � po 65 64 63 59 58 57 56 55 54 53 52 , I� - - �- - - - T� - - - i I N I I I I °z I I ' 23 24 ', � � {I ' 51 ( I IL J — - - STREETE - - - - - - I I I Q - _ - 10 SDFM - - I -------- -- - 18-SD 18"SD 24"SD ' �� I I O I 0 ww-8W WV 10S�FM ---'00g"SS ------ _ 8"SS � i�� --------'�� I I n � Z� 10 SDFM -- ----------- 8°SS --- - --- / PUMP STATION ------- --------- �y------------------------- --��'� /�i� i I Z I a Oa I ----------------------- ------ --------------------------- 4"sp ---- ---------------------- - o .' i I ------------------------------ ` 2 Z BASIN/ OPEN , �PACE - --- --------------------------------------------------- LOT A I I I I 0 I --------- DUCK CREEK_ � - ------------------------------------------------------- ---- _ - "------r---------- cn OPEN CUT OR BORE&JACK_ -----_-------------------- - ---STORM ---- _-_------- -STORM DRAIN PIPE UNDER - _-- -- I W DUCK CREEK >_ W I Z _T- - - - - - -r- - - - - -I- - I I - I I Z f- 1 ------ 1' �Z - - -''--- I I ~�� —r 7 - -r -r �l � — � — —r — T - - -1- --F -T- �- - —(- - - �- — T — -� - - -r - - T - - -I _T_ 7 - - cn I I I I I I I I I I I I I I I I I I STUB WATER — - - STREET F-----__-�- ---- -- ' V __. 1 I --------- 1 I I I I I I I I I I I I I I I I I I I — — — ----- ------ I $W wv wv $ wv � $ wv 60 30 0 60 f—�_ I I I X I I I I I I I I I I I I I 12"sD co --- ------------ - - - - LUOQ I I I I ► I I I I I I I I I I - - - - - - 1 - 60 >oQ CONNECTTO I I I 1 I I M I I 1 II I I I I I I I I I I I I I 1 I � I O EXISTING 72" 1 PIPE MANHOLE I I I I I I TRENCH AND - - - - � - - - � - - - - - - - - - - - - � - - - � REPATCH FOR — - - 1 - - J- - - L - - � - - — � - - 93 94 103 104 I Z - PROPOSED SDFM a 10 SDFMI � cn 10 SDFM — - - -� - - - - I - - - - - - - - - - - -I- - - � - - - - - - - - - T - - - - - - — — - - - - � — � I i I I j 92 95 102 105 k I I 1 1 I I I I I I I 1 1 1 � � - 10 I I 1 I � 1 — 1 - - - I I I I I I I I I 1 - - - - - - - I I I I I I I I _ _ � I m m � � I I I I I 1 91 I I � 96 101 I � I 106 I � Z11 "No 4 -, I 1 I I I I I I I � , o � L I of I I I I I I I I c - - - - - cn - _ _ � - - - - - - - - - - - - - - - - - � - - � - J- - - - - - - - cz - - - - - - - - 90 97 100 `� 107 `n L6 CAPI a W 1 I I TRENCH AND I z REPATCH FOR PROPOSED SDFM 1 0 1 1 o r I I I 89 98 99 108 I L - - - - - - - - - - - - - i 1 i STREETI - - — —r-== ________— � — — — — - T - T - - - _ - - - Av - - - - - STUB SEWER AND WATER — — — — — — ------ ----- J'J — ---- — I I I $ 8 8w ILn - - - - - - - - - - - - - - - " 1 1 CONNECT TO EXISTING SEWER JOB#: 20-2747 ------ 8 SS ------ 8 SS ----- I 11 I I --- ------------ - 8 SS I WITH MANHOLE - - - - --- DATE: 10/26/2021 - - - - - - - - � N SCALE: AS SHOWN DRAWN: PMH DESIGN: BJ/PMH/CV 100 50 0 100 I CHK'D: TPD E ABOVE SHEET d 88 87 86 85 84 83 82 81 80 I NUMBER 9 1" = 100' cn a a I a v o o m v N1 ti ta'N O a� o ST B WATER TM202 W 4 o COPYRIGHT 0 2021 NORTHSTAR ENGINEERING GROUP, INC