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I \ I\r
<br /> IN, KEY NOTES GENERAL C) CD
<br /> \ . CATCH BASIN MANHOLE, DETAIL 8/C601 - - PROPERTY LINE
<br /> \ ^r O _A: NEENAH R-1642, TYPE B LID EASEMENT LINE .. LO �,
<br /> �\RCP PER RECORD DRAWING / _B: NEENAH R-2501, TYPE C GRATE RIGHT-OF-WAY LINE r z o Q
<br /> I / r - - - SETBACK LINE . o
<br /> C: NEENAH R-3067, TYPE L GRATE O (D
<br /> /� cJ o
<br /> O INLINE DRAIN, DETAIL7/C601 SYMBOL LEGEND V♦ a� o J N
<br /> L L �
<br /> I \ O CLEANOUT, DETAIL 10/C601 � � °� U
<br /> r •- � CO "
<br /> \ / \ >> STORM SEWER PIPE -1 0 -
<br /> "-"-"-' -"- - - - - \ �� ROOF DRAIN CONNECTION, DETAIL 9/C601 M 3 w
<br /> \ O (COORDINATE FINAL LOCATIONS WITH MECHANICAL &ARCHITECT) O CATCH BASIN (CB), DETAIL 8/C601 J � 3
<br /> r Q INLINE DRAIN DETAIL 7/C601 W M v
<br /> 8 (PER CORD DRAWING) 5 N
<br /> \ � O PIPE INSULATION, DETAIL 12/C601 0
<br /> \ O STORM MANHOLE (STMH), DETAIL 8/C601 O
<br /> o ROOF DRAIN CONNECTION, DETAIL 9/C601
<br /> 8" PVC (PER RECORD DRAWING) o CLEANOUT (CO), DETAIL 10/C601 ' `
<br /> v
<br /> O
<br /> INV: 905.89 (PER RECORD DRAW NG) �� PIPE INSULATION, DETAIL 12/C601 J T_
<br /> I T_
<br /> CB-12 / 1 C
<br /> RIM: 919.46 \ -» j�'C .. 000
<br /> 1B CB-10 \ INV: 916.08 r , >> U) O
<br /> RIM: 920.60 1 B CB-11 ° ,42�18" (PER RECORI)CB 13XA/1K1 1C LO
<br /> INV: 917.02 ERIM: 921.00 40) @ 0•50/0 7s„ 0 _
<br /> INV: 916.68 12�12" PVC »CH >, @OSpy�P WV: 915.870 / RO ( ): 0
<br /> " , ° F919.70
<br /> SEM �, WAY N. INV S 914.8( - UTILITY NOTES w J
<br /> 45° BEND 58 LF 8" PVC @ 0.58% INV (N): 914.70
<br /> m
<br /> 56 LF 6" PVC 0.5III I I , - CB-8 1 B -- 2 LL]0 W
<br /> @ O �F21 NO 24" PER RECORD DRAWING I 1. See Sheet C400 for Utility Notes.
<br /> O CO &45° BEND - RIM: 920.00 `L \ _ _
<br /> INV(SW): 916.50 0�� PF@ p ( )
<br /> / �' z � wQa
<br /> INV: 917.30 INV(SE): 916.33 QQ' , 36/ _ I
<br /> 4 O CO �� 83 LF 21" HDPE o - _
<br /> 4i @ 0.50/o P J_
<br /> 4 INV: 917.22 '` 3 0 > -21" RCP (PER RPCORD-Bi�A�VING) J
<br /> COO \ �, ~
<br /> � ^ 26 LF 6" PVC SCH 40 1.00% 4', INV: 918.00 RIM: 920 521A \ CB-19 1C - r , (n
<br /> II ( ) @ RIM: 919.58 / GP �/ O
<br /> II 4 24 LF 8" PVC @ 1.00% 4 W INV (S): 916.18 21 RCP INV(N): 915.10* / Z
<br /> Q I`
<br /> 80 LF 6" PVC @ 0.50% 46 LF 6" PVC (SCH 40) @ 1.00% CB 9 1C ^ INV (W,E): 915.52 '
<br /> a� 5
<br /> r / P5 U 4 - RIM: 920.77 70 LF 6" PVC @ 1.00% iV G
<br /> O4 45° BEND INV (SE): 916.99 O / /
<br /> 42 LF 6" PVC @ 1.00% CO & (2)45° BENDS �� INV (W): 916.09 RIM: 921.161A v,
<br /> .. INV: 916.96 - ^ 1 0� 31 LF 6" PVC INV (NE,SW): 916.08 4 INV: 916.74 I GP / / z
<br /> 3 4 COO �5G��0 @ 1.00% 4 32 LF 8" PVC @ 1.00%
<br /> O
<br /> CO, (3)45° BENDS, &WYE 3 O°°
<br /> O CO 4 INV: 917.43 INV:917.30
<br /> QJG
<br /> INV: 917.70 ��'' S "1 _
<br /> � � � 1.00%o
<br /> 3 CO, (3)45° 45° BEND BENDS, &WYE F 43 LF 6 PVC @ Cj O \NQ
<br /> I I NV.917.01 NN O I CO63 \ JNr4 CB-6 1BO 4 ,t.��-, INLINE DRAIN-16 /RIM: 919.65 INV: 917.7 F 2 RIM: 920.15 I /
<br /> o i INV W : 916.73 4 INV: 917.06 / / /
<br /> 21 LF 6 PVC @ 1.00/o
<br /> 80 LF 6" PVC 0.50% 4 INV(S): 916.56 4 Oo�° 4 I / GPS / `����� O M
<br /> -��---- 4 1C CB- �-n 19 LF 8" PVC @ 1.00% O� CB-15 1B I / / // �.O 7 w �
<br /> RIM: 920.08 �,� �Q�� RIM: 921.42 / / GP5 / QOg�O Z W LO
<br /> INV: 916.37 L 4 ti`Z`�� INV: 917.12 / / O CC Z
<br /> I ^ F
<br /> ^ 67 LF 6" PVC 1.00% 01 I ' / / J
<br /> @ Y 4 // O
<br /> 4 i I 70 goo I / . Q o
<br /> 4 > _ 1 C ,. / / v
<br /> 3 CO O IM4 2 2O CB-14 1 B / / / Q 5
<br /> INV: 918.10 O CO - ®` 1C CB-5 Aso 9 0 8 RIM: 921.42 4
<br /> INV: 917.68 RIM: 920.45 o INV: 916.88 INV (SW): 917.92
<br /> 4 ®� INV: 916.73 ° 15 LF 8" PVC @ 1.00% INV (NE): 917.42 4 CO� Q
<br /> °� 4 INV: 918.80 / / / m
<br /> 93 UNIT ``5 \ PG O /
<br /> p S� 67 LF 6" PVC @ 0.50% ' O�
<br /> APARTMENT BUILDING
<br /> \ FFE = 922.00 (ARCH 100'-00") 4 ; 4 \ J��PQ,
<br /> ® O CO �Q -oG 4 CO 3 tk0 00�
<br /> Q ��C� INV: 918.26 �� 01,`L' 4
<br /> INV: 917.35 % o CO
<br /> 37 LF 6" PVC @ 1.00% oo C
<br /> , INV: 917.63 /
<br /> o I4 1 B CB-3 � \ \ ��' • G GPI �,Q�
<br /> OCO RIM: 920.00 4 / • I / N I hereby certify that this plan,
<br /> INV: 916.98 4 20 LF 6" PVC @ 1.00% / / specifications or report was prepared
<br /> INV: 917.97
<br /> < 4 CB-2�� i i '� Q)I 5
<br /> < C) by me or under my direct supervision
<br /> RIM: 921.00 O I (V and that I am a duly licensed
<br /> 36 LF 6" PVC @ 1.00% Professional Engineer under the laws
<br /> I JJ 4 CO 3 INV (NE,SW): 917.43 / � � / � I � of the state of Minnesota.
<br /> \ INV: 917.50 INV (N): 917.26 4 / / I CDO CO � � GP I
<br /> 16 LF 6" PVC @ 1.00%
<br /> 4 INV: 917.34 4 O dL
<br /> \ 4 290 LF 6" PVC @ 1.00%% I O
<br /> /80 LF 6" PVC @ 1.00% 4 Q Bryan D. Miller, P.E.
<br /> 4 ,q� �
<br /> I 'J L / ' O <c.� C�
<br /> \ • P I I Date: xx.xx.2024 Lic. No.: 54950
<br /> OCO4
<br /> I W Rev. Date Descri tion
<br /> 4
<br /> Cj .. z P
<br /> INV: 917.17 L�/ GP OF, I �
<br /> 4 / I 0
<br /> I JJ / PS / /�� • I oI
<br /> U I
<br /> 4 4 (STMH-1 1A ^ 0
<br /> \ 80 LF 6" PVC @ 1.00% OPRIM: 921.00
<br /> J Z INV (SW,NE): 915.90
<br /> J / 6cP�ZxINV (SE): 915.40 �P / I Project#: 12246027.000
<br /> CD
<br /> V \ P
<br /> v . \ G j Drawn By: NJN
<br /> �cT�R yv CO &45° BEND _ / `,Xx /
<br /> Checked By: BDM
<br /> GC) INV: 916.37 / JJ A / �P I Issue Date. xx.xx.2024
<br /> \BL VQ 45° BEND / I Sheet Title:/ See
<br /> ' 47 LF 6" PVC @ 1.00% O� - _
<br /> // oo r�P. .CORE DRILL EXISTING MH
<br /> • / WATERTIGHT CONNECTION _ - - . . _ n_ _ STORM SEWER
<br /> / // �- S (GROUT RING TYPICAL) >> >> - ., PLAN
<br /> INV: 914.70 >> ' NORTH
<br /> Sheet:
<br /> � 0 15 30 60
<br /> P:\Projects\Projects-2024\12246027- Hugo West Apartments\2. Design\b. Drawing Files\12246027-C400- Utility.dwg
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