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UTILITY LEGEND
<br /> VVASHING7.ON
<br /> PROPERTY LINE
<br /> _ _ONAL -
<br /> _ 18"RCP (ABANDONED
<br /> A8 _ STORM SEWER
<br /> gNDp RAIL NED gUR �OA°° LINGTpN D �� - �� DRAIN TILE 3701 WAYZATA BOULEVARD
<br /> EX. STMH \ NORTIHE A U7 /10R/r�' SUITE 100
<br /> RN RAIL E L 1 - 1
<br /> ----- RIM=934.8 - RAILROAD) � � SANITARY SEWER MINN APO IS, MN 554 6 379
<br /> INV=929.7(E) CONNECT TO EX. _ PH: 763-475-0010
<br /> INV=929.6(N 8" WATERMAIN STM CB MH 300 -' ' WATER MAIN www.srfconsulting.com
<br /> SUMP-929. �C:
<br /> X8"X6" TEE �7 L�12 R www.srfconsultin com
<br /> M O VALVE 48 DIA. D�oo PREPARED FOR
<br /> N ; 18 R A NEENAH R-3067-V CONNECT TO _
<br /> E(UG) ELECTRIC (BURIED)
<br /> o �
<br /> ou_ _> RIM 933.6-5
<br /> SAN MH 2 EX. CB properties
<br /> 48" DIA. � � " ° - � � ° INV. 929.84 � ��� "�„ RIM=932.4 E(OH) ELECTRIC (OVERHEAD)
<br /> ��_■ TM CB M H 301
<br /> R-1642 � .� ■ �.- �� E �
<br /> °� IM= 3.5 48" DI INV=927.1 TELEPHONE (BURIED)
<br /> SOLID COVER ,PPRO RI = _ NV- NEENAH R-3067-V _
<br /> ® DENNIS PROPERTIES
<br /> VVY 2214 FIFTH STREET, UNIT 3,
<br /> RIM: 933.07 OF RMAIN � 9 � 93 EX. CB �j 1 � � a,_,��
<br /> INV. = 916.39 PI _ "1 _ TELEPHONE (OVERHEAD) WHITE BEAR LAKE, MN 55110
<br /> ( A ) EX. 9\ 1 I� NV. 929.4 NIM-932.8 D��
<br /> STD ten, _ 651-247-7007
<br /> INV- .7 E . H � D N) TV-aa TELEVISION (BURIED)
<br /> 5„ Q C M= 35 D.�ALVT �� � ® EX. CB
<br /> 53�FV- 16.77(SE) ! � R _ a+-ry TELEVISION (OVERHEAD) PROJECT
<br /> OR355 / -916.20(W) -obi INV=928.1 EX. HYDRA
<br /> CONNECT TO AN ST�U� I � � °� • -=�° EX. H=936.75 F _
<br /> 5' F OM BU LDI G r °" ° RIM=932.1 ro FIBER OPTIC (BURIED)
<br /> XISTING MH 1 M IN -
<br /> -10' I M 93 .42 23 LF - 6" PVC S H 4 i N �° uc°�uc ® _ Z
<br /> FIBER OPTIC OVERHEAD
<br /> o SE 1 V 16. 5 aedo„ STUB INV. = 928.50 WA STUB �� �u-ou�uc rp ( )
<br /> 1 I W I V 9 6. 19 -9 WYE AT MAIN 5' FROM BUILDING __ LLj
<br /> 1 � � � •_ °U uG00 00 COMMUNICATION (UNDEFINED) W
<br /> / Q / COMBO WATER SERVICE SA ST B
<br /> J
<br /> SAN MH 3 I 13 LF - 8" DIP CL 52 °"
<br /> m \ c c NATURAL GAS LINE
<br /> c, 5 FROM BUILDI G
<br /> 48 DIA. � a I VE AT MAIN � � -0• .
<br /> NEENAH R-1642 I �^ 0 25 LF - 6 PVC SCH 40� WAT S UB -� PLC 01 ; ^� LIMITS OF DISTURBANCE _
<br /> STUB INV. = 928.50
<br /> 5 FROM BUILDING �p
<br /> SOLID COVER I a oo HYDRA T FFE 35.50 11.25 BEND W E AT MAIN \ T RM N ?�
<br /> I RR�933. / 9�LF � DIP CL 52 '� � COMBO WATER SERVICE PE P - _ DRAINAGE & UTILITY EASEMENTS �
<br /> W/N INV. = 916.69 / 6 X8 8 TEE AN - - _ - / I
<br /> SE INV. = 918.50 ' L _ _ _ _ A z TSEA DVALVEATMAIN O
<br /> _ STORM MANHOLE/CATCH BASIN
<br /> _ 125' S ORELINE � /i rl
<br /> I
<br /> _ SET ACK LINE ,HYD ANT I 1 STORM FLARED END SECTION (.0�
<br /> < 179 LF_ 15" PVC SpR 35 1 10 - 6" DIP CL 52 I I \ ® CLEAN OUT (CO)
<br /> Q
<br /> < SAN 1 6 X8 TEE AND N BUILDING \ �
<br /> C� 0. 7%
<br /> ALVE AT MIN FFE = 935.35 + 2
<br /> _ A
<br /> Z (D
<br /> SMH
<br /> QS SANITARY MANHOLE
<br /> 1 / / 1
<br /> 933.30 SPA@ � � c Ig � \ � 11.25° BEND / co HYDRANT =
<br /> F W
<br /> =920.05 / SO�35 ® a ZSpVCOUR
<br /> / 8���1P \ C TING SANITA Y I ►� GATE VALVE O
<br /> EX• 8"S `QJC ® ♦ ' UR3SS C� S� w a NE AT PROPERTY LINE I p[
<br /> AN -`6 \ 45 ENDS qN M / AT REMOVAL W
<br /> 'I
<br /> -SITE EXIST 7 '� I z- W 00
<br /> �\ ----- -S-E-B ��{�ING -- --/ \ \ � / \ ro
<br /> oN o SANITARY =FF = 934.80 � I X I I O O
<br /> ® '9- ry \ \ HYDRANT
<br /> 1 Z Ln
<br /> �• .�• \ 12 - 6" DIP C J Q z
<br /> N E I LD I N 1# \ " 8"X8" TEE Al
<br /> FFE = 934.8 " VALVE AT MAIN 2
<br /> STM SU PCB MH 100 � 1 - � � _ � � 8
<br /> � 0
<br /> 48" DIA. ♦ ® 1 V
<br /> EENAH R-1642 ♦ WAT STUB ------ _ 1S' EX. SMH _" _ \ O
<br /> GRATE COVER \�` i 5' FROM BUILDING \ RIM=933.60 / \ Q z =
<br /> AN MH ��. �' \ `` INV=920. '
<br /> RIM 931.20 / COMBO WATER SERVICE S 5 ®\ SSS O _
<br /> �� 48 DIA. \ -9 / / 1`
<br /> INV. 928.21 - FLOOD PLAIN 38 LF - 8 DIP CL 52 N� /°C� � � -
<br /> CERTIFICATION
<br /> SUMP INV.925.21 TEE AND VALVE AT MAIN R-1642 I �Z o S� \ I hereby certify that this Ian, specification, or
<br /> 928.651 SAN STU B - �� y y p p
<br /> SOLID COVER - N E �U I LD I N G #2 ° M °' �: x report was prepared by me or under my direct
<br /> 5' FROM BUILDING RIM: 934.11 \ \ 45° BEND v EX. SMH supervision and that I am a duly Licensed
<br /> EDGE OF ICE MEASURED FFE 933.75
<br /> 27LF 12" RCP 28 LF - 6" PVC SCH 40 INV. - 917.17 \ RIM=933.62 Professional Engineer under the laws of the
<br /> STM @ 0.50% ON 12-05-19 -
<br /> ICE ELEVATION - OHWL 926.651 STUB INV. - 927.80 \ INV=920.72 State of Minnesota.
<br /> x
<br /> CONNECT EXISTING (ALSO PROPERTY LINE) WYE AT MAIN \ ` 'SAN MH 7
<br /> 8" SAN TO NEW STM SUMP MH 101
<br /> 1` o '��48 DIA. 48" DIA.EGG LA K E R-1642
<br /> 20 LF 12" RCP SAN MH 6 �` / T x Signature Name:
<br /> SAN MH 4
<br /> NEENAH R-1642 �
<br /> 48" DIA. SOLID COVER STM @ 0.50% OHWL = 926.651 48" DIA. ♦ SOLID COVER MICHAEL C. AARON
<br /> ♦ 1 H � � Print Name:
<br /> NEENAH R-1642 RIM 931.78 WAT STUB R-1642 �� FFE = 932.70 ' ^ l RIM: 931.53
<br /> SOLID COVER SOLID COVER SAN STUB -- c / INV. = 918.18 Date: XXXXX Lic. No.: 25721
<br /> RIM: 931.69 SW/E INV. 928.07 BUILDING ROOF STORMWATER SAN STUB 5' FROM BUILDING � \ � •• '
<br /> SUMP INV. 925.07 COMBO WATER SERVICE RIM: 934.11 5 FROM BUILDING ISSUE RECORD
<br /> NW INV = 919.75 TO SURFACE DRAIN TO 5 FROM BUILDING INV. - 917.69 24 LF - 6 PVC SCH 40 I I -
<br /> EX. S INV = 919.75 PERMEABLE PAVEMENT, VIA 26 LF - 6 PVC SCH 40 36 LF - 8 DIP CL 52 w N0. DATE DESCRIPTION
<br /> STM FES 102 TEE AND VALVE AT MAIN STUB INV. = 925.70 / I �r
<br /> 12" DIA. DOWNSPOUTS STUB INV. = MAIN WYE AT MAIN WAT S B / z
<br /> WYE AT MAIN � 0 10-22-2021 CITY SUBMITTAL
<br /> W/ RIP RAP 5' FROM BUILDIN / 1 03-18-2022 �WTTi -FRUUMITTAL
<br /> INV. 927.97 COMBO WATER SERVICE
<br /> o I \ v E .
<br /> UTILITY NOTES 34 LF - 8" DIP CL 52 0 4 BEND IIV_
<br /> 1. THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED 10. WATERMAIN SHALL BE INSTALLED IN CONFORMANCE WITH THE CITY ENGINEER'S ASSOCIATION OF MINNESOTA CEAM D VALVE AT MAIN ` F \
<br /> ( ) CONNECT EXISTING 'r INV=
<br /> ACCORDING TO THE GUIDELINES OF Cl/ASCE 38-2, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF STANDARDS OR THE CITY'S WATERMAIN INSTALLATION STANDARDS. WHERE CONFLICTS OCCUR, THE MORE RESTRICTIVE `� ZS., \ V '•
<br /> EXISTING SUBSURFACE UTILITY DATA." REQUIREMENT SHALL GOVERN. 15" SAN TO NEW ABC, SILT
<br /> 2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL UTILITY LOCATES. CONTACT GOPHER SATE ONE CALL PER STATE 11. SANITARY SEWER PIPE OUTSIDE THE BUILDING SHALL BE POLYVINYL CHLORIDE (PVC) SCHEDULE 40, SDR35 OR 26, AS IDENTIFIED SAN
<br /> M6 8 CO
<br /> SqN� \ \
<br /> STATUTES FOR PUBLIC UTILITY LOCATES PRIOR TO ANY EXCAVATION. THE CONTRACTOR MUST HIRE A PRIVATE UTILITY LOCATING ON THE PLANS. SDR 26 REQUIRED FOR DEPTHS GREATER THAN 15 FEET. /
<br /> SERVICE TO LOCATE PRIVATE UTILITIES IN THE CONSTRUCTION AREA PRIOR TO ANY EXCAVATION. SOLID COVER \ �.� `� \ ��g%
<br /> 12. STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP), WITH R-4 GASKETS. RCP CLASS 5 FOR PIPE DIAMETERS 18 OR �� 00 • 15 RCP
<br /> 3. SEE EXISTING CONDITIONS FOR SURVEY INFORMATION. THE ENGINEER CAN NOT BE HELD RESPONSIBLE FOR INACCURACIES SMALLER, CLASS 3 FOR PIPE DIAMETERS 21 RIM: 930.71 STM SUMP C
<br /> AND LARGER UNLESS OTHERWISE NOTED. POLYVINYL CHLORIDE PIPE (PVC) TO BE MH 2 ,• - ~ -
<br /> RELATED TO THE SURVEY INFORMATION. SCHEDULE 40. IF ALLOWED BY THE CITY, HIGH DENSITY POLYETHYLENE PIPE (HDPE) SHALL MEET REQUIREMENTS OF ASTM F2648. SW INV. = 918.40 j� / 48" DIA.
<br /> 4. COMPLY WITH ALL LOCAL AND STATE REQUIREMENTS FOR UTILITY MATERIALS, INSTALLATION, AND TESTING. PIPE SHALL BE WATER TIGHT ACCORDING TO ASTM D3212 REQUIREMENTS. FLARED END SECTIONS SHALL BE RCP WITH TRASH NE INV. = 918.50± �� NEENAH R-1642 \ J \cx ' ` ® PROJECT INFO
<br /> GUARDS AND ROCK RIP-RAP. / U
<br /> 5. OBTAIN ALL PERMITS OR APPROVALS FROM LOCAL UTILITY OWNERS PRIOR TO BEGINNING UTILITY INSTALLATIONS. NOTIFY GRATE COVER a « DRAWN: N. SCHAUFENBUEL
<br /> UTILITY OWNERS OF THE START OF CONSTRUCTION FOR THE PROJECT AND ANY SPECIFIC UTILITY WORK AT LEAST 48 HOURS IN 13. OUTSIDE OF PUBLIC RIGHT OF WAY, INLET AND OUTLET CONNECTIONS TO SEWER STRUCTURES SHALL USE APPROVED RESILIENT RIM 930.35 T< DESIGNED: N. SCHAUFENBUEL
<br /> RUBBER JOINTS TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES CATCH BASINS AND OTHER STRUCTURES. 34 LF 12 RCP = z m 1 L
<br /> ADVANCE. INV. 927.35 x <
<br /> STM @ 0.50% < < ® CHECKED: P. SCHROEDER
<br /> 14. ALL MANHOLE COVERS TO BE STAMPED EITHER SANITARY OR STORM SEWER. ' / SUMP INV. 924.35 II II II Q,II
<br /> 6. FIELD VERIFY AND COORDINATE ALL BUILDING UTILITY CONNECTIONS AND PUBLIC UTILITY SERVICE CONNECTIONS PRIOR TO ' PROJECT NO: 14356.00
<br /> CONSTRUCTION, INCLUDING LOCATION, TYPE, SIZE, AND INVERT ELEVATION. NOTIFY ENGINEER OF ANY DISCREPANCIES FROM THE 15. PIPE LENGTHS THAT MAYBE SHOWN ARE HORIZONTALLY FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. APRONS I Q0 � _ uc u -
<br /> PLAN FOR RESOLUTION PRIOR TO BEGINNING UTILITY INSTALLATIONS. SHOWN ARE INCLUDED IN THE LENGTH. i i / / IIHYDRANT 811 1P-CL 52� 6 ou \ou o i=
<br /> Y 6 LF - 6 DIP CL 52 �� � i SHEET TITLE
<br /> 7. ADJUST, OR ARRANGE TO BE ADJUSTED BY UTILITY OWNER, ALL STRUCTURES, PUBLIC AND PRIVATE, TO PROPOSED GRADES 16. SITE UTILITY SERVICES TYPICALLY TERMINATE 5 FEET FROM BUILDING, UNLESS NOTED OTHERWISE. STM FEES 201 ' i /TE/E AND VALVE AT MAIN � � APPROX. LOCO
<br /> WHERE DISTURBED. COMPLY WITH ALL REQUIREMENTS OF UTILITY OWNERS. STRUCTURES BEING RESET IN PAVED AREAS TO 12 DIA.
<br /> MEET OWNER'S REQUIREMENTS FOR TRAFFIC LOADING. 17. ALL EXCAVATIONS MUST COMPLY WITH THE REQUIREMENTS OF OSHA 29 CFR, PART 1926, SUBPART P, "EXCAVATIONS AND W/ RIP RAP d1 G N `--OF WATERMAIN
<br /> TRENCHES." THIS DOCUMENT STATES THAT EXCAVATION SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. INV. 927.1 �i / APPROX. NPER PLAN)RM OVERALL AND PHASE 1 -
<br /> 8. SERVICE UTILITIES, SUCH AS ELECTRIC (TRANSFORMER), GAS,TELEPHONE, CABLE, FIBER OPTIC, AND OTHER RELATED SMALL J _ -
<br /> UTILITIES, MAY BE SHOWN FOR GENERAL REFERENCE AND ARE DEEMED CONCEPTUAL LOCATIONS. CONTRACTOR SHALL BE 18. DRAINTILE LOCATIONS AND QUANTITIES ARE APPROXIMATE AS ILLUSTRATED. FIELD VERIFY FINAL LOCATIONS. ,� i` ,i OF POWE I 7.9 INV= UTILITY PLAN
<br /> RESPONSIBLE FOR CONTACTING AND COORDINATING ALL LOCATIONS OF SERVICE UTILITY CONNECTIONS AND RELATED ITEMS 19. AFTER CONSTRUCTION IS COMPLETE,THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OF UTILITY -- ® WITH GUY IR�
<br /> WITH SERVICE PROVIDERS. CONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO
<br /> VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED. EX. FES CONNECT TO EX. 6" WATERMAIN.
<br /> 9. WATERMAIN AND WATER SERVICE CONNECTIONS TO BE CLASS 52 DUCTILE IRON PIPE (DIP), UNLESS NOTED OTHERWISE. ROX. LOCATION OF
<br /> MAINTAIN 7.5' OF COVER ON ALL NEW WATERMAIN, PROVIDE WATERMAIN THRUST RESTRAINTS AT CHANGE OF DIRECTION, AND INV=926.8 REMOVE HYDRANT AND VALVE, StRM MH SHEET
<br /> PROVIDE 18" SEPARATION BETWEEN SEWER PIPE. ADJUST WATERMAIN VERTICALLY, AS NECESSARY, AS APPROVED BY THE SALVAGE IND REUSE AS APPROVED BY IN\� 927.57(PER PLAN)
<br /> ENGINEER. IF INSULATION IS REQUIRED, PROVIDE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, AT 4-INCH THICKNESS. \ THE CITY. 0 30 60
<br /> 6" x 8" REDUCER AND VALVE. C4eO
<br /> HIs � c.� I�
<br /> (12"RCP PIPE BENDS I
<br />
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