|
GENERAL UTILITY NOTES:
<br />1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE
<br />CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO
<br />CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE
<br />DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.
<br />2. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.
<br />3. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND
<br />TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY
<br />NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.
<br />4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD
<br />SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION" AND "SANITARY SEWER AND
<br />STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF
<br />MINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THE
<br />PROJECT SPECIFICATIONS.
<br />5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE -USED OR PLACED AT THE
<br />DIRECTION OF THE OWNER.
<br />6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA
<br />C110, AWWA C153 UNLESS OTHERWISE NOTED.
<br />7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH
<br />40 ASTM D1785, 2665, ASTM F794, 1866) UNLESS OTHERWISE NOTED.
<br />8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS
<br />UNLESS OTHERWISE NOTED.
<br />9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED
<br />END SECTION.
<br />10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE
<br />CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES.
<br />COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.
<br />11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH
<br />BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON
<br />THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.
<br />12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE
<br />NOTED.
<br />13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS.
<br />HYDRANT EXTENSIONS ARE INCIDENTAL.
<br />14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE
<br />NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL
<br />SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.
<br />15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION
<br />IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED.
<br />16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND
<br />COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION.
<br />17. CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE -DRILLED.
<br />18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL
<br />DRAWINGS.
<br />19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH
<br />ADJACENT CONTRACTORS AND CITY STAFF.
<br />20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE
<br />CITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE
<br />PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE
<br />MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS
<br />SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS
<br />NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES
<br />SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.
<br />21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE
<br />REQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING
<br />RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING.
<br />22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.
<br />23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES.
<br />COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT
<br />INSTALLATION OF UTILITIES.
<br />24. CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT
<br />THESE PLANS TO ENGINEER UPON COMPLETION OF WORK.
<br />25. ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT.
<br />APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO
<br />MANHOLES, CATCHBASINS, OR OTHER STRUCTURES.
<br />26. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR
<br />WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MN RULES, CHAPTER 4714,
<br />SECTION 1109.0.
<br />CITY OF HUGO UTILITY NOTES:
<br />LIMITS OF LIMITS OF
<br />CONSTRUCTION
<br />C 0 N S T R U C T I 0 N - - - - - - . - - - - - - - - - - - - - - - - - -
<br />---- ----� r------�------I ----7 �- _ - -� 0olv0
<br />2
<br />AL
<br />.� . \ I III //Ar
<br />/
<br />\ \ \ LIMITS OF
<br />WE0 C TLAND �D1 5
<br />100 % �OG \ \ 2 ♦ - •t 8A3 SFi - - -
<br />I \ \ 0 \ \ I I \ \ 1113 / - � � II I� // '' CONSTRUCTION
<br />03 ,,� \ \\ 3 \\ \ /I ` ,\.. ♦ I y. / �' / / /, N / � 1 I WETLAND
<br />H 555 SF1 �'
<br />♦/ \\ \ \�\ I ;� f / j �/ j , �/ - - - - / t (DITCHED)
<br />1
<br />3
<br />4 I I 5
<br />------ eLOc
<br />;
<br />BASIN 1 1 /
<br />I � OUTLET EL=914.50 � � � - - __1L - - -
<br />100 J � �
<br />> ♦ -YR HWL=915.64
<br />DITCH 7
<br />L L WETLAND A
<br />> 1 63,656 SF
<br />I ------- ., --- -- � ♦
<br />I I I
<br />\ r I I I LIMITS OF
<br />1 1 �� I I I I CONSTRUCTION
<br />/ ij
<br />I I I
<br />I Io ff♦ �/ 1�3,8 �� � � I I I I � I I I �'
<br />BASIN 5 I I
<br />I l� 'yJ� / / / \ ♦ L - - - < I I NWL=911.50 I I
<br />I ♦♦ / // / / I - - - I I OUTLET EL=911.50 I I I II
<br />Z I r - - - - - - O I I 100-YR HWL=913.46 I
<br />03
<br />BASIN
<br />NWL=914.50 `\ / \ \\ \ IQ� N I I I
<br />I IOUTL'ET EL=914.9b ' ♦ \ \ \ \ \ I r
<br />L
<br />(100-YR HWL=915.54
<br />F_ - -
<br />WE,
<br />\ \\ \ \ G I r I I I I I I I 58,
<br />WETLANDF/ -♦ \ \ \\ \ \ °/
<br />�- - - BASIN3 \ \ \\ \\ - • , I �
<br />I - - - - - - NWL=915.00 1 \ \\ \ _ _ WETLAND D2 ♦ I I /
<br />I I CII JTLET F,4L=915.00 \ Z�► \ \ \ \ I - - \ 3774 SIF
<br />FI 1 TYR HWL=916.4
<br />\ \ I I
<br />WETLAND \ co
<br />16,910SF\ ���\ \(1\31vo'
<br />co 00,
<br />\ LIMITS OF / \ \ �� I - \ /
<br />WETLAND 8
<br />; eN$TRllcrloN4 °� °� •\ \ \ a \ ^ < ti 106
<br />s1o.1a �/ 58,590 SF
<br />I o
<br />04
<br />- �f; .' \\\ \ ✓� < \ \ III
<br />I
<br />1
<br />Z / 1 \
<br />\ , LIMITS OF-/ er I I I fWA (
<br />41
<br />CTION ^' - I I oc 1 m m m ' • • r I I \ \ \ \ / / j ' LIMITS OF
<br />2 3 \ l CONSTRUCTION
<br />' / I 92i. I - I I 1 I I I 4 J NWLS9N3.00\\ I
<br />1 ♦'_ E °� \� y y Y OUTLET EL 9 40 0 0°1 \ III \\ \ / 1 WETLF
<br />/ ♦ H= I I 0 G 100-YR HWL=914.93 I I 20
<br />1 \ 24.5 I I I I I G� 11 I I I / �� 2 6 SQ LIMITS -7 LIMITS OF • 183+21�S
<br />g1 NV= - ---___ I I I I - - J g�o J - la3' CONSTRUCTION CONSTRUCTION \ V
<br />916.31 914' 0(s Rim=9� ` / I LIMITS OF 9 2907.64
<br />V /L �/ EOF
<br />Inv=905 T I CBR LIMITS OF J, 914.50
<br />)� G 1i Rim=919.12 I \ I �I \ CONSTRUCTION /
<br />1. CONTRACTOR TO COORDINATE THE EXISTING UTILITY INFRASTRUCTURE
<br />ALONG EXISTING PORTIONS OF FINALE WITH ALL UTILITY COMPANIES WHO MAY
<br />BE INVOLVED. RELOCATION, REMOVAL OR PROTECTION OF EXISTING UTILITIES
<br />MUST BE AGREED UPON AND COORDINATED PRIOR TO CONSTRUCTION.
<br />2. ACCESS TO KEYSTONE PLACE (ADJACENT PROPERTY) SHALL BE MAINTAINED
<br />DURING UTILITY CONNECTIONS. COORDINATE PLAN WITH CITY PRIOR TO
<br />CONSTRUCTION.
<br />3. CONTRACTOR TO INSTALL 4" OF RIGID INSULATION PER DETAILS ON ALL
<br />SANITARY SEWER PIPES WITH LESS THAN 8' OF COVER.
<br />RCWD UTILITY NOTES:
<br />1. DEVELOPER MUST PROVIDE AN AS -BUILT SURVEY OF THE INVERT ELEVATIONS
<br />OF ALL CULVERTS EXTENDING INTO JD3 (DRAINAGE DITCH).
<br />1.1. OS 61, FES 60
<br />UTILITY LEGEND:
<br />CATCH BASIN
<br />MANHOLE
<br />►�
<br />GATE VALVE AND VALVE BOX
<br />4-
<br />PROPOSED FIRE HYDRANT
<br />WATER MAIN
<br />I
<br />SANITARY SEWER
<br />»
<br />STORM SEWER
<br />ZI
<br />FES AND RIP RAP
<br />.•:.
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />15
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />i� A
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />LIMITS OF I
<br />CONSTRUCTION I
<br />I II I I
<br />/ WETLAND X �`
<br />LIMITS OF x
<br />CONSTRUCTION m r • ♦ _ � -4-
<br />INV=
<br />915 ° MH
<br />V=im=921.s r
<br />915.82
<br />/ � H � \
<br />Rim=9 95
<br />I
<br />I \
<br />I I \
<br />I I \
<br />I I \
<br />I \
<br />CONSTRUCTION
<br />I- I I
<br />\� I LOW FLOOR=920.00 I LOW FLOOR=919.70 I /
<br />LOW FLOOR=918.00 LOW FLOOR=918_50\ (per{ot cart; verifyj� per o
<br />loteert, verify) cert; verify�OW FLOOR=919.00 /
<br />cert, verify)
<br />- LOW FLOOR=918.50 (per lot cart, verify) � (par tot, )
<br />(per lot cert, verify)
<br />1 �
<br />Know what's below. 1" = 80'-0"
<br />Call before you dig. 40-0" o Bo'-o"
<br />0 0 0
<br />(CAVR a
<br />A \ j
<br />(�E m o U LFD
<br />Civil Engineering ^ Surveying . Landscape Architecture
<br />4931 W. 35th Street, Suite 200
<br />St. Louis Park, MN 55416
<br />civilsitegroup.com 612-615-0060
<br />ii
<br />N
<br />N
<br />� Q
<br />O
<br />0 �
<br />0 o
<br />O
<br />I HEREBY CERTIFY THAT THIS PLAN,
<br />SPECIFICATION, OR REPORT WAS
<br />PREPARED BY ME OR UNDER MY DIRECT
<br />SUPERVISION AND THAT I AM A DULY
<br />LICENSED PROFESSIONAL ENGINEER
<br />UNDER THE LAWS OF THE STATE OF
<br />MINNESOTA.
<br />Matthew R. Pavek
<br />DATE 12.13.20 LICENSE NO. 44263
<br />ISSUE/SUBMITTAL SUMMARY
<br />DRAWN BY:mp, kt REVIEWED BY: mp, kt I
<br />PROJECT NUMBER: 18301
<br />REVISION SUMMARY
<br />DATE DESCRIPTION
<br />OVERALL
<br />UTILITY PLAN
<br />C400
<br />COPYRIGHT2020CIVIL SITE GROUP INC.
<br />
|