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<br />11 �077/�/ + WL o 0 ♦ OT ; `,, GENERAL UTILITY NOTES: R'te
<br />f O � I 0 0 •• � ♦ \ ; , 1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.
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<br />Civil I • / � � �/ \ � / �1/ �1/ �1/ �1/ '�1/ �1/ Engineering ' Surveying ' Landscape Architecture
<br />I •• ♦ `\ /2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES 4931 W. 35th Street, Suite 200
<br />fill
<br />CONSTRUCTION LIMITS
<br />°52 AND TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL St. Louis Park, MN 55416
<br />!� P' .. ♦ ` IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE
<br />civilsitegroup.Com 612-615-0060
<br />PLANS.
<br />DT CLEANOUT, \\\ 3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER
<br />�
<br />TYP. \ ♦ \\\ STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS ` PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY
<br />�,; � ■ IE=918.00 \ � `v '�, i `�,
<br />♦ vv �, UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.MWF
<br />I\ ♦ z, \`\ 4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD
<br />♦♦
<br />WE \\ I SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION" AND "SANITARYSEWER AND STORM SEWER properties
<br />V/ I • ♦ V/ \\�\ V/ ��� V/ V/ V/ �V ASSOCIATION OF MINNESOTA NCEAM , ANOD SHA N" AS PREPARED
<br />CONFORM WITH THE REQUIREMENTS
<br />I■ /� ` ♦♦ \ FES 1 ( )'
<br />\ = ♦ £` \`\ IE -917.00 OF THE CITY AND THE PROJECT SPECIFICATIONS.
<br />` 6 DT ♦ \ INSTALL MNDOT
<br />5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE -USED
<br />OR
<br />,
<br />♦ \ _
<br />-,
<br />LA III RIP RAP _
<br />. CLASS
<br />_ PLACED AT THE DIRECTION OF THE OWNER.
<br />I 6" PERF. PVC i ` I ,
<br />■ @ 0.00% \ ♦' \ MH 42` 6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, M I L L E P
<br />u I \ ` NEENAH R-2501 \\
<br />IE=918.00 ♦
<br />RIM=922.15 19 LF 12" HDPE \ AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED. � .
<br />I r TRENCH DRAIN \" IE (6" PVC)=920.60 8�° RM @ 5.26% \\\ 7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & HANSON
<br />RIM=918.86 (6 DT \ =
<br />x � ® ♦ � � IE )-918.00 , ' - '� 8 LF 6" SCH40 PVC \\ �, F679, OR SCH 40 ASTM D1785,2665, ASTM F794,1866) UNLESS OTHERWISE NOTED.
<br />I. ® BOT=916.86 \ \ • ... ---- - ♦ IE (N)=918.00 4� TORM @ 7.50% \
<br />2009 E 8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC
<br />W0 � CONNECT TO INTERIOR
<br />�'-� /zos � �`- -W�- DT CLEANOUT `.
<br />X - 'FITTINGS UNLESS OTHERWISE NOTED.
<br />I. ;y BUILDING MECH'L PUMP, \ \ �T ■ ■ ■ TYP. \ \\ V/ VAX
<br />SEE MECH'L PLANS \ ■ ■ ■ ■ ■ ■ ■ ■ ,� IE -918.00 9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF
<br />I: 1.48 CFS PEAK FLOW \ ` \ ■ ■ ■ ■ ■ ■ ■ ■ ��°\\ FLARED END SECTION.
<br />• 2056 FES 41 ♦ �„�\\ 10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE
<br />I E=920. 0
<br />PROVIDE SPLASH BLOCK FOR � �' �/ ^ J/ � � \ �/ CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING
<br />I INSTALL MNDOT �,t\
<br />BUILDING ROOF DRAIN, \ CLASS III RIP RAP Q� LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.
<br />_ COORD. LOCATION WITH V
<br />-\-- -- •- :
<br />/ � ♦ \ 11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE BUMPED 0.04 FEET. ALL
<br />ARCH., TYP.
<br />:x•. \ \\IlkCATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM
<br />CB 15 \{ \ \� ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.
<br />12" NYLOPLAST }� =' T vv `� Cn
<br />i \ 12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS
<br />�
<br />AUb
<br />DRAIN BASIN WITH � � ���{ }_� ��X12" NYLOPLAST \ OTHERWISE NOTED.
<br />w T : PED. GRATE ` 'WET° \ � T 13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY
<br />RIM=928.22 O - - - \� REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL.
<br />INV=923.72
<br />O \ 14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS
<br />♦ -�®r7-
<br />- ■ \\
<br />8" COMBINED DIP WATER OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" LU
<br />M
<br />\ VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH
<br />II I I ♦ � �xK � \ \
<br />♦ STUB SANITARY TO 5' \ WATERMAIN IS INCIDENTAL. N
<br />SERVICE AND VALVE, STUB CONTRACTOR TO COORDINATE2
<br />♦ FROM BUILDING `, IZT
<br />' FROM BUILDING, dr ALL FINAL AREA DRAIN AND I 15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL L0
<br />♦ IE @ STUB=915.00 TO WITHIN 5JAL DT CLEANOUT, 6" DT -
<br />♦ COORD. W/MECH'L COORD. W/MECH L SPLASH BLOCK (DOWNSPOUT) TYP. 6" PERF. PVC SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED.
<br />I ♦ LOCATIONS W/ ARCHITECT @ M z
<br />IE=918.00 0.00%
<br />16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY
<br />2007 ♦ AD 23B : - - __ n - IE=918.00 Liz
<br />v T ♦ 8 LF 8" PVC SCH40 --- 'I `- ---r}- _ ___ _ � :J I STANDARDS AND COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION. Lo W
<br />J _ / L__
<br />STORM @ 2.00% MH 23 = --- I ; �- - - ; JT 17. CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE -DRILLED.
<br />/ \ NEENAH R-1642 _ = Yy . 0
<br />♦ RIM -928.90 18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE IZ
<br />6" STORM SERVICE, _ am O LL LU
<br />♦ IE (E/S)=921.52 -- , . MECHANICAL DRAWINGS.
<br />/ STUB TO WITHIN 5' - �" I„- . " = W z
<br />♦ IE (W/NW/N)=924.40 --` 4__ `� a,
<br />X2006 FROM BUILDING, _ 19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES a z
<br />W$T 137 LF 8" SC 0 COORD. W/MECH'L I==- MH 24 - WITH ADJACENT CONTRACTORS AND CITY STAFF. _
<br />1
<br />NON -PERF C BLDG IE=924.66 I; 1� NEENAH R-1642 �j ,
<br />/✓���/// @ 54% STUB IE=924.56 W AD 23D RIM=927.00 / 2.076
<br />� 20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS Q (n
<br />AD 23A AD 23C 108 LF 8" SCH40 PVC IE (W)=922.60 - ■ OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC a LU
<br />o IE (NE)=923.10 `}_ CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED >
<br />INSTA 2-20 LF OF �� STORM @ 1.00 /° AD 23E ,1;; �'/ PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC U. Q
<br />f� h,
<br />. 4 DT ELOW BASE CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE Q LL]
<br />LAYE TYP.
<br />` I LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL 2 J
<br />PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURESW 0
<br />< • SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY. z
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<br />�11
<br />ETDT CLEANOUT, TYP. 005 2•X 21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES � J•� •• ,��' � � WHERE REQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. Uj
<br />'IT
<br />DT CLEANOUT, TY � IE -925.96 � �x �o7s
<br />/ WET STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS
<br />IE=925.88 ° SET CASTING 6"•
<br />o •
<br />� SET CASTING 6" �� '-- � BELOW SURFACE .• � %� ' FOR TRAFFIC LOADING.
<br />202 CB 14 BELOW SURFACE
<br />�
<br />WET MH 22 � 53 LF 12" HDPE •• �� � ` 1122. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES. U)
<br />T NEENAH R -3067V _ • '� V/ V/
<br />CONSTRUCTION RIM -925.20 NEE A R-16 15 LF 4 DT STORM @ 1.00% .• 23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO U O
<br />\ RIM= .00 4" PERF. PVC 23 LF 4 DT - • , / UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS w
<br />LIMITS IE (SE)=921.11 DT CLEANOUT, TYP. 4" PERF. PVC •••
<br />IE (NE)=921.61 I /S) 99 1.00% TO NOT IMPACT INSTALLATION OF UTILITIES. O
<br />\ : E(( =923.IE=925.73 @ 1.00% •• / I , ` I ` I �
<br />\� IE MP=916 9 SET CASTING 6" •• V/ V/ V/ 24. CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS THROUGHOUT CONSTRUCTION AND
<br />INSTALL SA BAFFL ND ` BELOW SURFACE .• SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK. I HEREBY CERTIFY THAT THIS PLAN,
<br />HOOD PER MANUF PECS20 LF 4" DT - •• 25. ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR SPECIFICATION, OR REPORT WAS
<br />� PREPARED BY ME OR UNDER MY DIRECT
<br />` I , HY . & GV P R 4" SOLID PVC 13.65% • WATERTIGHT. APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE SUPERVISION AND THAT I AM A DULY
<br />IV CITY STAN RDS 45 LF 12" MH 2 @ ••�• /Xiw 74 WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHER STRUCTURES. LICENSED PROFESSIONAL ENGINEER
<br />♦ \ 233 LF 8 PVC SDR HDPE STORM NEENAH R-2501 • • //i UNDER THE LAWS OF THE STATE OF
<br />♦♦ 26 SAN SERV. @ @ 2,20% �, RIM=922.80 • 26. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE MINNESOTA.
<br />\ 3.24% IE (6" PVC)=920.50 •� g BUILDING OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MN
<br />` ♦ IE -920.00 FES 21 IE (6" DT) -917.00 ••207- = X20- / / 7 V/ V/ \i/ \l/ RULES, CHAPTER 4714, SECTION 1109.0.
<br />ET -
<br />IE (E)=917.00 •/! Matthew R. Pavek
<br />83 LF 15" HDPE ♦ 8" D�EROE
<br />MBINED INSTALL MNDOT • '
<br />STORM @ 1.50% W ICE CLASS III RIP RAP - CITY OF HUGO UTILITY NOTES: DATE 2/15/19 LICENSE No. 44263
<br />�♦ / :�� /35 LF 1 "HDPE \ I / 2111
<br />WET
<br />\ ♦♦ / STORM @ 1.43% \Y `1/ 1. RESERVED FOR CITY SPECIFIC UTILITY NOTES. ISSUE/SUBMITTAL SUMMARY
<br />- DATE DESCRIPTION
<br />INSTALL 2-20 LF OF ♦ / FES 1 , - / 2/15/19 CITY SUBMITTAL
<br />4" DT BELOW BASE ♦ IE=916.50- /
<br />� ♦ � � � � INSTALL MNDOT � � � � w09
<br />LAYER, TYP. � , / UPLAND AREA
<br />\ ,� ♦- -
<br />CLASS III RIP RAP /
<br />CBMH 13 ♦ / /
<br />NEENAH \ R -3067V 4 '� ♦ 11 LF 6" SCH40 PVC
<br />922 RIM=924.57 I ♦ / .i STORM @ 9.09%
<br />\ , I E=919.87 41 . , '-----------"""
<br />/ 2107
<br />\ `
<br />WET
<br />40 LF 18" HDPE / FES 3 / - - -
<br />\\
<br />STORM @ 1.50% �/ ` I , I I , - \ NSP Trans�nl 27 LF 18 HDPE . IE=919.50 �1/ �/ �1/ / Easement v/
<br />�\1 O \INSTALL 2-20 LF OF STO4M @ 1.00%" -*,INSTALL MNDOT / - per Doc. No. 3.
<br />S \ "' T BELOW BASE / CLASS III RIP RAP
<br />�. ° 4
<br />\ �/� �AYER, TYP. UTILITY LEGEND:
<br />2105
<br />WET
<br />CATCH BASIN
<br />100,
<br />DT CLEANOUT, 7
<br />\ °
<br />♦♦ �\ i TYP.
<br />\ \ ♦ IE=917.00
<br />\° ♦ I CBR
<br />\ �, \\ ♦ -�
<br />Rim 915.2
<br />2
<br />`� ♦ =9
<br />919.0
<br />�\ MAKE CONNECTION TO \•
<br />IInvnv=998 S
<br />54.13.98 NE
<br />EXISTING SANITARY,
<br />SEWER MANHOLECONSTRUCTION LIMITS I ,
<br />EX IE (NW)=905.40 °�\/ Q M:� ��" V/
<br />EX IE (SE)=905.99 6 DT
<br />6
<br />EX IE SW =905 94 ��, _ \ ♦ PERF. PVC �z1°a
<br />AREA DRAIN SCHEDULE
<br />(SEE DETAILS)
<br />AREA DRAIN
<br />NUMBER
<br />RIM
<br />INVERT
<br />WYE /
<br />MH INV.
<br />PIPE SIZE AND
<br />MATERIAL
<br />PIPE LENGTH
<br />(FT)
<br />PIPE SLOPE
<br />(FT/FT)
<br />AD23A
<br />929.06
<br />924.67
<br />924.40
<br />6" PVC SCH40
<br />27
<br />0.0100
<br />AD 23B
<br />929.41
<br />924.60
<br />924.40
<br />6" PVC SCH40
<br />10
<br />0.0200
<br />AD 23C
<br />929.41
<br />923.13
<br />921.93
<br />6" PVC SCH40
<br />10
<br />0.1200
<br />AD 23D
<br />929.41
<br />923.36
<br />922.16
<br />6" PVC SCH40
<br />10
<br />0.1200
<br />AD 23E
<br />929.41
<br />923.71
<br />922.51
<br />6" PVC SCH40
<br />10
<br />0.1200
<br />AD 24A
<br />j 926.50
<br />j 923.27
<br />j 923.10
<br />j 6" PVC SCH40
<br />j 17
<br />j 0.0100
<br />PR IE STUB (NE)=905.44 92 4 �' PROPOSED GATE • �\ R%m ye
<br />PROPOSEDl p @ 0.00%
<br />Tc'92 �� �\ °�916SB IE -917.00 UTILITY PLAN
<br />(FIELD VERIFY) VALVE AND VALVE BO s V/
<br />�' _ CBMH 12 ��� �
<br />' 0
<br />\- NEENAH R -3067V`'
<br />MAKE WET TAP �� \, o$ FES 11
<br />92, 3 - I E=919.00 --- X .8-
<br />VF_
<br />Rm"=921.9 CONNECTION TO RIM=923.43 3
<br />Inv--905.99 SE _ •� IE=919.27 0 INSTALL MNDOT
<br />a �$
<br />Inv --905.94 SW EXISTING WATER 0
<br />Inv --905.44 NE • IE SUMP=915.27 0 CLASS III RIP RA �' a szo.e{ / ,
<br />Inv --905'40 NW MAIN, COORD. WITH \ \ ST „ a ^ >> Know what's below. 1" = 20'-0"
<br />CITY INSTALL SAFL BAFFLE AND `\ _ / / /
<br />HOOD PER MANUF. SPECS,----/ `\ ro' o�"� °aa 4 �� --- ___ Call before you dig. 10-0 0 20-0 C400
<br />\ / » -. , d a. 920.0°. a a ----------- -----------
<br />�y - Q COPYRIGHT2018 CIVIL SITE GROUP INC.
<br />;� » -- JE ------- -' ° - - 2/14/2019 4:58 PM c
<br />MANHOLE
<br />DRAWN BY:BN REVIEWED BY: DK
<br />►�
<br />GATE VALVE AND VALVE BOX
<br />PROJECT NUMBER: 18125
<br />PROPOSED FIRE HYDRANT
<br />REVISION SUMMARY
<br />IWATER
<br />MAIN
<br />DATE DESCRIPTION
<br />SANITARY SEWER
<br />>>
<br />STORM SEWER
<br />or
<br />FES AND RIP RAP
<br />PR IE STUB (NE)=905.44 92 4 �' PROPOSED GATE • �\ R%m ye
<br />PROPOSEDl p @ 0.00%
<br />Tc'92 �� �\ °�916SB IE -917.00 UTILITY PLAN
<br />(FIELD VERIFY) VALVE AND VALVE BO s V/
<br />�' _ CBMH 12 ��� �
<br />' 0
<br />\- NEENAH R -3067V`'
<br />MAKE WET TAP �� \, o$ FES 11
<br />92, 3 - I E=919.00 --- X .8-
<br />VF_
<br />Rm"=921.9 CONNECTION TO RIM=923.43 3
<br />Inv--905.99 SE _ •� IE=919.27 0 INSTALL MNDOT
<br />a �$
<br />Inv --905.94 SW EXISTING WATER 0
<br />Inv --905.44 NE • IE SUMP=915.27 0 CLASS III RIP RA �' a szo.e{ / ,
<br />Inv --905'40 NW MAIN, COORD. WITH \ \ ST „ a ^ >> Know what's below. 1" = 20'-0"
<br />CITY INSTALL SAFL BAFFLE AND `\ _ / / /
<br />HOOD PER MANUF. SPECS,----/ `\ ro' o�"� °aa 4 �� --- ___ Call before you dig. 10-0 0 20-0 C400
<br />\ / » -. , d a. 920.0°. a a ----------- -----------
<br />�y - Q COPYRIGHT2018 CIVIL SITE GROUP INC.
<br />;� » -- JE ------- -' ° - - 2/14/2019 4:58 PM c
<br />
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