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Property Line (Typ)
<br />--- / ----Fredrickson_Park-
<br />------- t -------------
<br />elvn un • 17
<br />I T
<br />1 25 I 26 I 27 I 28 29 30 31 32
<br />° 1�:�'rb'W�Po��yr,�V�.y"��` ��:;;;o�,,yr,,r-8... ��,�V�Y,'"�1..V. �tu�,y,,r..V.. 1 tl�.,,,,O�Iyrr,� I ��:;➢V�'Y,'"�rV I ��➢��yr,r..�.. I �i,Wb'W�'"r.V�..y �dY�d'l'
<br />STR NO 1�5 NO 5M4 ��, �r� ud �r i 1��::r�r� ud , I J ya ��r�,.ud , i �J ya �r� e i � v !13?I rf�
<br />48" Dia. San. MH Multi -Unit F.F. El. 745.50 or
<br />1 48 Dia. Storm MH Rim: 743.80 STR_ _
<br />14
<br />Rim: 743.60 8" IE (E): 735.82
<br />12" IE (E): 739.89 72 MH
<br />735 48" Dia Storm
<br />18" IE (S): 736.08 8 IE (S) I Rim. 743.60
<br />f 1 ,12" IE (W) 740.60
<br />(18" IE (W): 735.98 1 j 165 LF 8' SAN. O 0501IX
<br />he 53 LF 18" STORM
<br />O 0.50X ° 1
<br />a
<br />� srn No �s
<br />48" Dia. Storm MH 55 LF 180
<br />w/Beehive Cstg. STORM
<br />hRim: 743.60 O a50X
<br />18" IE (E): 735.70
<br />V 18" IE (W): 735.60�°
<br />i
<br />- - - 132 LF 180 STORM O 0.50X
<br />r 9 10 11 12 13 14 15 16
<br />O O O O O O
<br />s Line "
<br />„D
<br />r See Sheet C5.3
<br />SIR, NO 501 Multi -Unit F.F. El. 743.50
<br />213 LF 8' SAN. O 0.50X
<br />„ SIR, NO, 502 -
<br />48 Dia. San. MH48 Dia. San. MH
<br />STR ND. 11 Rim: 742.37 rr' 'Crr Rim: 742.36
<br />48" Dia. Storm MH 18" IE (E): 733 89 Line 1 8" IE (NIE): 735.06
<br />Rim: 742.20 8" IE (S) 733 79 See Sheet C5.2 8" IE (W): 734.96�
<br />12 IE (S): 738.00-
<br />12" IE (E): 737.90 < < < ««
<br />50 LF 120 STORM O a50X - } }
<br />6' DI WATER MAIN w AMM AS `w
<br />NEEDED & ALL APPURTENANCES
<br />O 0.50X 213 LF 12- STOW
<br />RM
<br />�
<br />'VALVE
<br />1 120 LF 12
<br />STORM O Q50X
<br />1
<br />FOR A FULL & WORKING SYSTEM
<br />�
<br />��� ���
<br />1 6
<br />� .,-,
<br />P
<br />6' VALVE
<br />STR, NO. 10
<br />48" Dia. Storm MH
<br />w
<br />30" Dia. Inlet
<br />T
<br />O
<br />O
<br />Rim:
<br />C12
<br />742.20
<br />O
<br />O
<br />Rim: 741.25
<br />v
<br />1 1
<br />1 IE (W):
<br />736.84
<br />12" IE (N): 738.25
<br />- -;
<br />12" IE (E):
<br />738.40
<br />Line n 8 ,.
<br />'
<br />128
<br />8" SAN.
<br />O 0.50X
<br />18" IE (N):
<br />736.74V
<br />,
<br />See e�,, 5.1
<br />• rr rr
<br />"A
<br />�,. ,.. ,..
<br />pit le-1,,Itr it
<br />,� �
<br />I ,_ rru h
<br />"si
<br />�° � ,.., � �
<br />V� �h®,14,1 1!h
<br />�„ .
<br />Si y ;l 1.,+ Vih
<br />� , � �� �
<br />s �+`l �..,, it
<br />. .
<br />Y,,d�.., �
<br />Line
<br />i
<br />v
<br />.
<br />rA? I�M��y� �.
<br />�w�'y r.r.ul.
<br />See Sheet C5.1
<br />F.F.
<br />El. 743.50
<br />1
<br />1 F.F. El. 743.50 1
<br />F.F.
<br />El. 743.00
<br />1 F.F. El. 743.50
<br />1 F.F.
<br />El. 744.00
<br />F.F. El. 744.50
<br />I
<br />I.
<br />6" VALVE
<br />REMOVE PLUG a CONNECT i v
<br />TO EXIST. WATER MAIN
<br />r
<br />„ o r
<br />Ex. 6 Water r
<br />-�7 7 7 7
<br />Ex. 10 San. MH
<br />® 2.129. W W Ex. 8" San.
<br />11
<br />Howard Street (50'RIW) 6" VALVE
<br />Ai Ex. 6 Water
<br />i
<br />y
<br />EX. SAN MH 2
<br />af�
<br />Rim: 741.95
<br />STR ND 500
<br />„ Dia. San. MH
<br />48
<br />� �
<br />10" IE (W): 732.56
<br />F „
<br />Saddle Structure I
<br />1 8 IE (E): 732.61
<br />Rim: 741.71
<br />Ex. 10" IE (E/W): 732.05
<br />8" IE (N): 733.15
<br />UTILITIES CONSTRUCTION NOTES
<br />1. Contractor is responsible for having existing underground utilities located
<br />and field confirming locations and depths prior to commencing
<br />construction.
<br />2. Contractor shall coordinate utility service locations and depths in the R/W
<br />with utility companies prior to installation.
<br />J. Contractor shall verify utility service locations and depths at the building
<br />with the Architect prior to installation.
<br />4. Contractor shall coordinate with utility companies as necessary if service
<br />interruption is required.
<br />5. Materials, construction and testing shall be in accordance with the current
<br />construction standards of the local jurisdiction.
<br />6. Contractor shall verify the water table depth and include dewatering costs
<br />in the Bid. The water table shall be lowered to at least 12 inches below
<br />the lowest pipe invert prior to pipe installation.
<br />7. Maintain minimum 10 feet clear of horizontal separation between sewer and
<br />water pipes. Maintain minimum 18 inches clear of vertical separation at
<br />sewer and water pipe crossings. If clearances cannot be met, sewer shall
<br />Line H ; See Sheet C5.5
<br />-- --T-- ---7- --1 --
<br />I I I
<br />I I I
<br />I I I
<br />1 2 3 4
<br />I I I
<br />I I I
<br />I I I
<br />i I I
<br />Line IIFII, J 142 LF 120 STORM
<br />O 0.50X
<br />See Sheet C5.4
<br />vI
<br />20
<br />o - - f o
<br />19 � _ ° �
<br />r 132 LF 8 SM. LCLc
<br />I'
<br />O 0.50X ����y.o�
<br />QD @hotne.cqn
<br />1SIR, NO, 503
<br />v 48 Dia. San. MH
<br />v 170 LF 8" SAN. O 0.50X I Rim: 743.49
<br />8" IE (N): 736.01
<br />«««< «« <
<br />w 1 r 8" IE (W): 735.91
<br />�<Al
<br />1=- SIR, NO. 13A
<br />w - °30" Dia. Inlet
<br />SIR, NO, 13 Rim: 743.40
<br />48" Dia. Storm MH `'12" IE: 739.38
<br />Rim: 742.00 1
<br />55 LF
<br />120 STORM
<br />12" IE (W): 739.00 O 0.50X
<br />SIR, NO, 505
<br />30" Dia. Inlet
<br />Rim: 744.01
<br />8" IE (E): 736.65
<br />5ii
<br />F.F. El. 744.50 1
<br />I
<br />STR NO: SM
<br />48" Dia. San. MH
<br />Rim: 744.41
<br />8" IE. 736.49
<br />LiA e
<br />S e Sheet C5.3
<br />95 LF 8" SAN. O 0.50X
<br />F.F. El. 744.50
<br />EXISTING FEATURES
<br />LEGEND
<br />o
<br />Storm Catch Basin
<br />0SMH
<br />Sanitary Manhole
<br />PP/D
<br />Power Pole w/
<br />Electric Dropdown
<br />OPP/L
<br />Power Pole w/Light
<br />--)
<br />Guy Anchor
<br />©
<br />Electric Meter
<br />ELEC
<br />Electric Transformer
<br />O
<br />Water Meter
<br />®W
<br />Water Valve
<br />Fire Hydran t
<br />T
<br />o
<br />Telephone Pedestal
<br />Chain Link Fence
<br />Mailbox
<br />- -780 - -
<br />Contour
<br />PROPOSED FEATURES LEGEND
<br />Full Depth HMA Pavement
<br />8" Commercial Approach
<br />4" Concrete Sidewalk
<br />1-112" HMA Resurface w/Tack Coot
<br />Pavement Patch
<br />Future 6" Concrete Pavement for Residential Lot Drive
<br />Future Sidewalk on Residential Lot
<br />a O
<br />Sewer Structures
<br />Water Valve
<br />C�
<br />Fire Hydrant Assembly
<br />OLot
<br />Number
<br />- - - -
<br />Lot Line
<br />F.F. El. 745.00
<br />Tentative Finished Floor Elevation
<br />at Proposed Dwelling Unit
<br />CONNECT TO EXIST. WATER MAIN ;
<br />W/6 TAPPING SLEEVE & VALVE
<br />RIW ; 0
<br />O 6`
<br />° °
<br />PP CL
<br />be water grade pipe in accordance with AWWA standards. At crossings,
<br />water grade sewer pipe shall extend a minimum of 10 feet past each side
<br />of the crossing, and one full length of water pipe shall be centered at the
<br />crossing.
<br />8. Maintain minimum 5 feet of cover at water mains & services.
<br />9. Unsuitable material that may affect the structural integrity of the pipe
<br />shall be replaced or treated to support the anticipated loads.
<br />10. Sewer Contractor is responsible shall install castings to within 0.1 feet of
<br />finished grade.
<br />11. Remove sediment buildup from storm structures prior to Owner's
<br />acceptance of the Work.
<br />SMH
<br />EX. SAN MH 1 -J
<br />Rim: 741.71. - -
<br />8" IE (W): 733.78
<br />I
<br />I
<br />I
<br />5 6
<br />I
<br />I
<br />I
<br />Q W
<br />Ex. 6" Water 00
<br />X
<br />L' 3
<br />R1W -_
<br />O
<br />7 1 z
<br />I
<br />GENERAL NOTES
<br />1. MANHOLES/CASTINGS
<br />a. Storm sewer manholes shall not have eccentric cones.
<br />See City Detail 3-3, Sheet C8.2. All inlets and storm
<br />sewer manholes shall have Neenah R-3348 concave inlet
<br />castings except Str. No 16, which shall have a beehive
<br />casting.
<br />a. All sanitary sewer manholes shall have Neenah R-1642
<br />castings.
<br />2. Storm sewer open grate castings shall be stamped with a
<br />fish image and the message: "DUMP NO WASTE - DRAINS TO
<br />WA TER WA YS"
<br />3. Neenah castings specified. Approved equal to specified
<br />Neenah Foundry Co. castings may be acceptable if approved
<br />by Owner. Contractor to submit casting cut sheets to Owner
<br />for re vie w.
<br />4. STORM SEWER PIPE
<br />SDR 35 PVC, ADS N-12 or local jurisdiction approved equal.
<br />5. See Sheets C7.2 & C7.3 for utility details and specifications.
<br />GRAPHIC SCALE
<br />30 sa
<br />( IN FEET )
<br />1 inch = 30 ft.
<br />W
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<br />DRAWN BY:
<br />NI
<br />DESIGNED BY:
<br />BMc
<br />PM REVIEW:
<br />BMc
<br />QA/QC REVIEW:
<br />RTN
<br />DATE:
<br />06/22/20
<br />SEAL:
<br />XXXXW I i
<br />T. �lq�i
<br />� �i�
<br />�- srER�.�AO
<br />.` •. �.A
<br />No. 60016991 c
<br />STATE of
<br />.............
<br />SIGNATURE - ..,I
<br />�5,�
<br />Xe4
<br />.,,
<br />DATE: a
<br />0
<br />06122120
<br />�.
<br />SCALE:
<br />^�
<br />HORZ: 1" = 30'
<br />VERT: N/A
<br />ACI JOB #
<br />17-1285
<br />44
<br />SHEET NO.
<br />C500
<br />.Q
<br />
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