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WARNING: UTILITY NOTES
<br /> CALL BEFORE YOU DIG!
<br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL v NOTE: 1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND
<br /> EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN I� Gopher State One Call EXISTING CONDITIONS INFORMATION SHOWN IS INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE,
<br /> MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE LOCAL GOVERNING UNIT , AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY XCEL •
<br /> THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT ���� TWIN CITY AREA:651-454-0002 TOLL FREE: 1-800-252-1166 BASED ON A SURVEY PREPARED BY CORNERSTONE ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2018 EDITION.
<br /> LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,CABLES, CONDUITS, PIPES, MANHOLES,VALVES OR OTHER BURIED STRUCTURES BEFORE LAND SURVEYING INC., DATED 06/14/2022. 2. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL TRAINING
<br /> DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND
<br /> DURING CONSTRUCTION AT NO COST TO THE OWNER.
<br /> THE GEOTECHNICAL REPORT. FACILITY
<br /> FES 200 C13MH 201 3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE
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<br /> INV= 924.00 (1511) E RIM= 929.50 STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING 13620 Fenway Blvd N, Hugo, MN
<br /> INV= 924.30 (15") E INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 ;
<br /> BITUMINOUS DRIVE 25 LF 15 STM BITUMINOUS DRIVE HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY OR WORK IMPACTING PUBLIC
<br /> @ 1.21% INV=924.30 (15")W a
<br /> �FE � UTILITIES.
<br /> -x -x x FENCE -x x FENCE x x ,. .
<br /> �asd �esd �esd leSd lesd leSd leSd �esd leSd lasd yes less �esd �esd �esd �BSd 4. ALL STORM SEWER , SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE
<br /> l8S8 l8S8 l8S8 l8S8 l8S8 l8S8 l8S8 l8S8 l8S8 l8S8 lose lose lose lose-lose BUILDING FACE UNLESS OTHERWISE NOTED.
<br /> J
<br /> m
<br /> LATH:---- H 20J m °�,° 5. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS
<br /> p CORNER �13
<br /> IM- 29.0 IB I- 2 5 m -- 80 -- -- REQUIRED FOR ALL UTILITES UNLESS OTHERWISE NOTED.
<br /> co �X�-X-X-X-X-X-X-X-X-X-X-X-X-X-X-X-X-x-X-X-X I INV= 924.90 (12") ET't�
<br /> q"
<br /> INV= 925.50 (12 ) SE
<br /> / X INV=924.90 (15")W INV=925.50 (12") W 6. ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 7.5 FEET OF COVER. EXTRA DEPTH
<br /> I - q" MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM XCELENERGY
<br /> / I SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH
<br /> M m SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND
<br /> m C 8" SANITARY SEWER LINES SHALL BE PROVIDED WHERE 7.5 FEET MINIMUM DEPTH CAN NOT BE
<br /> I (71 k I ATTAINED.
<br /> / I 83 LF 15" STM 128 LF 12" STM 6" '•
<br /> 8 0 F 15 @ 0 LF 1 7. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT
<br /> UNLESS OTHERWISE NOTED.
<br /> 8"
<br /> m 8. PROPOSED PIPE MATERIALS: IN
<br /> a / x I I 179 LF 12" STM a WATERMAIN CL 52 DIP 6" TO 8" DIAMETER ■■ LoUCKS
<br /> LIE i @ 0.50% SANITARY STORM SEWER ER UAL WALL HDPE 40 12" TO O 18"ID DIAMETER
<br /> i6" DRAINTILE PLANNING
<br /> 6„ AMETER
<br /> G V CIVIL ENGINEERING
<br /> x I 9. ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 LAND SURVEYING
<br /> / % I m FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA LANDSCAPE ARCHITECTURE
<br /> x M m RULES PART 4715.2820
<br /> I NilI ` 00 ENVIRONMENTAL
<br /> STMH 304 * I ` �. 10.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR 7200 Hemlock Lane, Suite 300
<br /> WATERTIGHT (SEE MINNESOTA RULES PART 4715.0700). APPROVED RESILIENT RUBBER JOINTS MUST
<br /> FES 303 INV= 919.45 (12") E Maple Grove, MN 55369
<br /> INV= 919.00 (12") E 210 LF 12" STM INV=919.45 (12")W LA :-- ` ` - - 7" BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER 763.424.5505
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<br /> I STRUCTURES.
<br /> / X @ 0.21% 1foR F^ , m www.loucksinc.com
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<br /> x X-X-X-x x .� m 11.HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES,
<br /> JCB 204 PART 4715.0540:
<br /> / ^ RIM= 931.( a. PIPES 4-INCH TO 10-INCH IN SIZE MUST COMPLY WITH AASHTO M252.
<br /> / / ,� INV=926.3 b. PIPES 12-INCH TO 60-INCH IN SIZE MUST COMPLY WITH ASTM F2306.
<br /> 249 LF 12" STM OCS 305 „
<br /> I @ 0 22% INV= 919.00 (12") E - " N c. ALL FITTINGS MUST COMPLY WITH ASTM D3212.
<br /> INV=920.00 (12")W N POND
<br /> 1 0 m J 8 j d. WATER-TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES.
<br /> 00 \\ HWL=926.9 m m a
<br /> �r m 12. CONTRACTOR AND MANHOLE FABRICATOR SHALL SUMP (LOWER) ALL STORM SEWER CATCH BASIN
<br /> °r-° 33 LF 12" STM BTM=918.0 o CASTINGS WITHIN PAVED AREAS 0.16 FEET OR 2-INCHES BELOW THE RIM ELEVATION DEPICTED ON
<br /> / I @ 0.00% I THE UTILITY PLAN.
<br /> # 13.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY.
<br /> �a FES 306 4 •� J J
<br /> ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PERQUALIFICATION
<br /> INV-919.00 (12")W I gg m m a THE REQUIREMENTS OF THE MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES CADD files prepared by the Consultant for this project are
<br /> ly
<br /> FFE=933.0 ,� m _ (MMUTCD) AND THE CITY. THIS SHALL INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND instrumentsirespect to f the
<br /> Consultant professional iless all notor
<br /> used
<br /> with respect to this project.These CADD files shall not be used
<br /> / FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD on other projects,for additions to this project,or for completion
<br /> ce CLOSURES SHALL BE PERMITTED WITHOUT THE EXPRESSED AUTHORITY OF OF THE CITY. of this project by others without written approval by the
<br /> 6" DRAINTILE I O Consultant.With the Consultant's approval,others may be
<br /> permitted to obtain copies of the CADD drawing files for
<br /> DRAINAGE AND UTILITY EASEMENT PER I m 7 information and reference only.All intentional or unintentional
<br /> �a `\ ='PLAT OF ROY MOLITOR SECOND ADDITION I „ ` 1 4.THE CITY SHALL OPERATE ALL GATE VALVES. revisions,additions,or deletions to these CADD files shall be
<br /> 8 COMBINED SERVICE
<br /> made at the full risk of that party making such revisions,additions
<br /> POND 2 / CONFIRM SIZE AND LOCATION � m 8" or deletions and that party shall hold harmless and indemnify the
<br /> cn > 15.CONNECTIONS TO EXISTING MANHOLES SHALL BE MADE BY CORE DRILLING THE MANHOLE AT THE Consultant from any&all responsibilities,claims,and liabilities.
<br /> I NWL=919.0 I WITH MECHANICAL ENGINEER a
<br /> HWL-920.6 / J PROPOSED INVERT ELEVATIONS AND INSTALLING A RUBBER BOOT. GROUT IN THE BOOT AND AN
<br /> I BTM=914.0 � � J
<br /> q" m INVERT FOR THE NEW SEWER LINE. SUBMITTAUREVISIONS
<br /> 08/05/22 PRELIM CITY SUBMITTAL
<br /> 8 SAN SERVICE
<br /> / 8"GV - s Q 16.PIPE LENGTHS SHOWN ON THE PLAN INCLUDE THE APRON SECTION.
<br /> * 0 I W INVERT=927.41 z
<br /> '- W / / CONFIRM SIZE AND LOCATION °�,° m g z 17.WATERMAIN PIPE SHALL BE DIP CLASS 52, INSTALLED WITH 7.5 FEET OF COVER TO TOP PIPE.
<br /> I / WITH MECHANICAL ENGINEER C W FITTINGS SHALL BE COMPACT TYPE. PIPE AND FITTINGS SHALL HAVE A CEMENT MORTAR LINING.
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<br /> X 8 TEE U_ CONDUCTIVITY SHALL BE PROVIDED BY WELDED STRAPS ACROSS EACH JOINT
<br /> I / / CB 108 18.TRENCH COMPACTION SHALL BE 95% STANDARD PROCTOR DENSITY IN THE AREA FROM THE PIPE
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<br /> 8 RIM= 930.30 ZONE TO WITHIN 3 FEET OF FINISHED GRADE AND 100% IN FINAL 3 FEET OF THE BACKFILL TO
<br /> INV=927.00 (' FINISH GRADE.
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<br /> r FES 100
<br /> FES 302 I / INV= 924.00 (183") SE FT
<br /> m m
<br /> INV=916.00 (12") S 78 LF 18" STM LEGEND
<br /> / @ 1.27% , y EXISTING PROPOSED
<br /> S" �® CATCH BASIN •■
<br /> 00) N / O ' �� ' �O STORM MANHOLE Q SIGNATUREPROFESSIONAL
<br /> 88 LF 12 PVC co m I hereby certify that this Ian,s e i at' or re rt was
<br /> ° r- O + m cn 7" > FLARED END SECTION y fi p p
<br /> SAN @ 0.00/o I / � 0- 6 prepared by me or under re s ery l that
<br /> T r + J + 238 LF 12" STM � m� SANITARY MANHOLE 1 am a duly Licensed Prom ssi I Ea§ nder the
<br /> O \ ' @ 0,50% 1% Sr ya HYDRANT { laws of the State o f inesota�(� `
<br /> OCS 301 I P r GM GATE VALVE �vJ
<br /> RIM=920.0 ,� MH 1 `v
<br /> INV= 916.00 12" N m � + \ �. - 80 - -�
<br /> ( ) I ." MH 102 RIM=931.50 HYD POST INDICATOR VALVE °P" Licens I`�o�� `�°Uth PE 20383
<br /> t GAS - m 6" G V WATER MANHOLE/WELL Date
<br /> INV=919.00 (12 ) SW / = 929.00
<br /> SEE DETAIL tia + GM\ INV= 9 5.00 (15") SE 43 LF 15" STM } INV=925.36± m
<br /> � LIGHT POLE �
<br /> j PLAT OF ROPY narcoR Esecan AMMON � `"+ G� P r + ' � INV=9 5.00 (18") NW @ 0.40% I ,WATER g�(� Q1 POWER POLE !� QUALITY CONTROL
<br /> 19 LF 12" PVC I I + °, �T'P ° GM \ / - n.a m + EX.SMH PER PLAN d
<br /> I I j>DRANAGE AND UTILITY EASE NT n m• + / , aIM=g33.z �, wM=g32.7 W OE ELECTRIC METER Loucks Project No. 22012
<br /> SAN @ 2.6 1��o PLAT OF ROY MOLITOR A ION NV=427,5 DRAINAGE AND UTLITY EASEMENT i..+ NV=9�" RA GE AND UTILITY -
<br /> ( I 1 moh T OF ROY Mao N DDN © GAS METER Project Lead JJD
<br /> � CBMH 103 ' ' CONSTRUCT MANHOLE
<br /> less Imo-- + - OVER EX. PVC STUB I EX'`� ❑O TELEPHONE PEDESTAL Drawn By HW
<br /> z W LATH j RIM=g3I.I RIM= 929.00 m J M=g3os
<br /> J SIGN Checked By TWM
<br /> °r° / IOIXIG ' ® : INV= 925.17 (15") S 60 LF 15" STM INV=925.36± m m Review Date 08/05/22
<br /> lose lose & -- INV=925.17 (15") N� @ 0.40% - \ _ ' a X= -0eM BENCHMARK
<br /> I -9SHEETINDEX
<br /> 2I.7 •G / r RIM=g31.3 / / m
<br /> + \6 ' NG. cn. o / X SMH SOIL BORING �B-
<br /> _JFES 300 EX_F ET fr , i :, , / GATE o : f,: , lNv=g25.2e�Pvc 2 PARKING STALL COUNT C1-1 EXISTING CONDITIONS
<br /> F INV Ig EX.FES t\ / CONTROLS- CBMH 1 04 / 1 STM LI Y EA �'
<br /> 918.50 (12") NIL M-glq.8 C°151 / o° RIM= 930.00 ' \+ ° > > ACCESSIBLE PARKING STALL C1-2 DEMOLITION PLAN
<br /> U __ _-- .- F ` �� Ex.CB ° s3 i INV= 925.41 (15") SE `< 5 m �, / >> STORM SEWER C2-1 SITE PLAN
<br /> a - _ - =glg.2� + M�zge P i 41 LF 15" STM - m`� ILL C3-1 GRADING PLAN
<br /> ,�+ ' � / INV=925.41 (15 ) NW � 2 » ar- DRAINTILE » aT-
<br /> S"Mmp -' �, / @ 0.6 /° > SANITARY SEWER C3-2 SWPPP PLAN
<br /> INV=gl9 Nw ° FORCEMAIN Fy C3-3 SWPPP NOTES
<br /> s I / INV=922.0(NE) " FM
<br /> No C4-1 UTILITY PLAN
<br /> I ' s / �• 6 a
<br /> � I / ; �2�?�� s ' �;'.• / 3" GATE :'•�Q �•j � � I WATERMAIN I C8-1 to C8-3 CIVIL DETAILS
<br /> �l • I % SSR�SR \ •, /� ° CONTROLS-- � ` �v \ / s SANITARY SEWER SERVICE -/-/- L1-1 TREE INVENTORY
<br /> 1 \\ ��h. + 9 ° CBMH 105 .� Q� w WATER SERVICE -I- I L2-1 LANDSCAPE PLANS
<br /> ( e dt- `� \ / ,�` 'o•'_'• 0, RIM= 930.00 CALL �,
<br /> v I / o o `� BOX / L3-1 LANDSCAPE DETAILS
<br /> I ELE UNDERGROUND ELECTRIC ELE
<br /> Q r 1 ;o ti > INV= 925.57 (15 ) SE
<br /> Q \ Ge"`Sci<4 / / PLO ELEv.� �� ` INV=925.57 (15") NW e / # Fo
<br /> p `' =g34.o /owe :.o . eix� �. / CAS UNDERGROUNDNDERGROUND GAS GAS
<br /> GAS
<br /> )f�!•1�h( \ EX.FES i i 3 ` try
<br /> Q 4 �/ INv�i20.q\( / f + �--FLOOR ELEv. o * ` ••, °� ��, / TEL UNDERGROUND TELEPHONE TEL
<br /> N W 'CKWK,Y✓1' 2 \ \ i \�rL' i =`�3'g 3• CBMH 106 `° / off OVERHEAD UTILITY off
<br /> o \ \\ \ `-ROOF LEV.q.q , RIM= 930.00 CBMH 107 / -x x- FENCE -X�t-
<br /> N INV= 925.81 (12") SE RIM= 930.30
<br /> EXISTING BULDNG T -0-0- CHAIN LINK FENCE
<br /> cN.1 \ \\ / CALL BOX-- o GP zo,3g5 SOFT. INV= 925.81 (12 ) NE p . INV=926.30 (12 ) NW
<br /> o \\ ` \\ °° \ _ cAs sHowN) INV=925.81 0 5") NW X CONCRETE CURB
<br /> > \ `c \ / ,�yPc'� ° ° a? c�„ /// -��- ,•� RIM o.l 5� RETAINING WALL
<br /> > \ \ / 9�` •p 6 I INV
<br /> \\ � \\ /// ///�i-' \\ -�P 9 ,'.GP ,, I\FLOOR ELEV. ^ ` .\ O wn Q2gHl N.
<br /> •� a ' ° CONCRETE
<br /> ` / ` 4 0 '� \ / J O _N_ NO PARKING
<br /> �i-----��\� \\ \ ---' i'/ `� �r'`w"' /i-R74.IELEV. 0 �\ •;•1.. / BUILDING
<br /> N // \\ //. \\ I/ s 1 Ex.9�3I.00D��i/�/ o / �\��\ wn g�3o.I � ,' / � CONTOUR �912��
<br /> o 1 j T MET P �Ci' °° /o o `� Nv�23.s " �`1P Xsvz 5 SPOT ELEVATION X972.5 UTILITY PLAN
<br /> N PROTECTION �� "� AIR HANDLNG ry0 `� `� �1 1.O%
<br /> N/�, EouIPMENI-\ 0 50 100
<br /> a �`.i 1Ox DIRECTION OF FLOW E
<br /> l ,.'/ � /l W~ D F `._FLOOR ELEV. ` [,` / /
<br /> o � NO TRESSPASS �
<br /> o /I- ,,.. ., •• FT =g34.0 EXISTNG BOLDING `off'. .� ,� TREE LINE
<br /> C) PARKING SETBACK LINE PSBL C4ml
<br /> SCALE IN FEET BUILDING SETBACK LINE �SBL
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<br /> CL
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