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<br />*LT. POLE EXISTING STREET LIGHT SG5 DENOTES EXISTING SERVICE GROUP TO BE
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<br />Proposed Sanitary Sewer PROPOSED WATER SERVICE IS 2" COPPER W/1" INDIVIDUAL
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<br />0 DRAINTILE (BACK OF CURB) 4" TYP.
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<br />® RELOCATE HYD. & VALVE REQUIRES NEW 8" x 6" TEE & 6"
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<br />_ PROPOSED STORM SEWER `` ,2 �' N
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<br />\ 1511 RCP 2 `��� > 10 REQUIRES FURNISHING & INSTALLING 4" x 4" TEE WITH A BLIND m
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<br />\2 , , EXCESS SWR/WTR SERVICE PIPING SHALL BE REMOVED. U) Q w U X J
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<br />I \ CB3 �� �C'�T CO / 1 cF�°T` T�rFs\ / 4 \ ` \ \ 12 REQUIRES 6" PVC PLUG v E o x
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<br />Co �jD y °�\ �\ /�� 13 REQUIRES 4 DIP PLUG (MJ) FOR EXIST. 4 PIPE. C) w x
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<br />/ CBMH1 �1{'J 8 \ \'�'� / 15 EXIST. 4" DIP WATER SERVICE SHALL BE TAPPED FOR I" ° �'> o X z
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<br />BE NO CURBSTOP BOXES OR CLEANOUTS IN � � � J � X �
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<br />/ , \ co / Q I �� \ % 10, My 6 \ Fsr �� Fsr MH1 ��� % 2�9 , - ALL SWR/WTR SERVICE PIPING SHALL BE INSULATED. o �� X
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<br /><' MH ° \ ` I I Oj 5 _�'� �� \ - WTR. SERVICE SHALL BE IN SAME TRENCH WITH SAN. SWR. X x
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<br />I, �� \ X09, 13 ' SPS .� o SERVICE WITH 3' SEPERATION HORIZONTAL & 18" SEPERATION U � X
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<br />- 14 Service 6"x4" Wye, 2"x1" Tee Corporation Curbsto M
<br />/ 23) @0 38 Group Lots Served Bend, Plug (w/Plug) 2" / 1" (w/Box)
<br />27Q , I IA - -- --- ' 238E e - ;=L., 1 1,2 2 2(1) 1/- 2
<br />\ MH1 \ \ Ca\ I _ - MH B 2�gc -' 2 3,4,5 3 3(1) 1/- 3
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<br />I 28 co �`\ \ M 2 10 MH10 _ - a S W CgF� MFi6 9 ' ,; <` 4 7,8,9,10 4 4(2) 1/- 4
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<br />12 �''- '~ '!-;� 5 11,12,1 2 3(1) 11- 3 �
<br />/\ MH 23�8� p ATIpN, DRI 0 SG14 6 14,15 2 2(1) 1/- 2
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<br />1 SG11 - - DUC 7 16,17 1 2(1) 1/- 2 O N o�
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<br />I � I _ - , _�-' 1 \\ � I I�11 DIP .,,,,;,,,�<t ,,,-� 8 18,19 2 2(1) 1/- 2 ? � �
<br />1 29 / S CO -- ----- - - �\ C _ t_I - 9 20,21,22 3 3(1) 1/- 3 I N
<br />SG13 10 23,24,25 3 3(2) 1/1 3
<br />co 0 12 (� 32 \\ \� 37 11 26,27,28 3 2(1) 1/1 3 W
<br />12 29,30,31 2 2(1) 1/1 3 • U �n M
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<br />S 14 32,33,34, 6 6(2) 1/- 6 Z
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<br />_ , Group Lots Served Sewer (6") Water (4")
<br />HWL 920.20 PROPOSED WATER SERVICE �� q
<br />/ 2 COPPER C 1 1,2 35 38
<br />0 40 80 120 � S \� �� 2 3,4,5 12 15 �
<br />PROPOSED SANITARY co / 3 6 45 44
<br />SEWER SERVICE �1 4 7,8,9,10 33 36
<br />SCALE IN FEET 6 PVC co 1�1 1 11 35 5 11,12,13 25 28
<br />DELINEATED 6 14,15 22 25
<br />� � �� _ 7 16,17 33 36
<br />WETLAND �'( 34 �� 8 18,19 22 25
<br />Storm Sewer 2018 { lv \ C _ , 9 20,21,22 25 28 Z
<br />1 O � . 10 23,24,25 36 40 0 Z
<br />Structure Rim Invert Structure Size Pipe Grade Pipe Length (To Downstream Structure) t \ s Co / -' 11 26,27,28 26 23 Q
<br />1 922.5 917.46 48" 0.28% 105 LF (To Existing) y Co _ cp :' _ 12 29,30,31 42 44 0 J
<br />2 920.5 917.56 27" 0.28% 30 LF / `� J 13 - 17 17 0
<br />3 920.5 917.65 27" 0.28% 75 LF K _ r- ;;;' - 14 32,33,34, 14 17 Q
<br />4 921.8 916.90 48" 0.28% 75 LF (To Existing) �• /� ;` 35,36,37
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<br />5 921.8 917.23 27" 0.28 /0 118 LF13 \ ��; ; >. _
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<br />` FES p - l ;'' ``j T' SANITARY SERVICE X � Z J
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<br />WATER SERVICE ch Sanitary Sewer \ / `? p OfO
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<br />Structure Rim Invert Pipe Length to Upstream Manhole/Cleanout; Grade = 1.0% a C
<br />1 923.0 918.9 43 LF to MH2 / --�- - _B_UILDING SETBACK 0 '41 Q
<br />2 922.5 919.38 164 LF to End
<br />Co - --6Isk " PVC ® 1.0% W � Z
<br />3 923.0 918.9 144 LF to End
<br />4 924.7 919.2 160 LF to End, 58LF to End - - -` / ( \ �' CY; 2" COPPER -
<br />5 925.0 919.7 156 LF to End 2"x I" TEE CURB1 W
<br />6 924.7 916.1 33 LF to Manhole 7; 60' to Manhole 8 \ _ _ CENTERLINE L1 am. �
<br />7 924.2 916.5 175 LF to EndCd
<br />\ ALL SANITARY SEWER & WATER / _ " CURB Q
<br />8 924.2 916. 175 LF to End SERVICES ARE PRIVATE �
<br />9 922.5 914.44 144 LF to End \ / / ` -
<br />10 922.5 915.0 132 LF to End / SIDEWALK
<br />11 922.0 915.0 138 LF to EndWETLAND
<br />12 923.0 916.5 115 LF to End
<br />13 924.5 916.35 138 LF to End, 20LF to EndEET N0.
<br />-- -- -- -----------------
<br />14 924.8 916.45 120 LF to Manhole 14A BUILDING SETBACK SH /
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<br />14A 924.8 916.50 12 LF to End o / in 0 in 0
<br />15 924.5 914.7 170 LF to End gg �� "i N o 3 OF
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