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<br /> h,I V I
<br /> NOTES: PROTECT DIRECTORY
<br /> 932.27 1.BOUNDARY AND EXISTING CONDITION INFORMATION PER CERTIFICATE OF SURVEY PREPARED BY E.G.RUD AND Eat a°TA PROPOSED IMPROVEMENT FOR:
<br /> CBTC SONS AND CITY RECORD PUNS. PROPER OWNER
<br /> f 2.ALL EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR. WESTERN SPRING MANUFACTURING
<br /> V 3.REFER TO ARCHITECTURAL PUNS FOR BUILDING DIMENSIONS AND LOCATIONS OF EXITS,RAMPS,CONCRETE REQUIRED P0.0POSm 512813o'"STREETNORtH
<br /> _ APRONS AND STOOPS. InTSI2t u,DoosE 2os,masr HUGO,MN55038 Western Springy
<br /> I 4.BUI H tar u
<br /> LDINGS ARE AUGNED PARALLEL OR PERPENDICULAR TO THE NORTH PROPERTY LINE UNLESS OTHERWISE NOTED LOTWI 4• PH:651124.1721
<br /> ON THE PUN. LOT DEPTH 150 am'
<br /> ,�• �. t S.ALL PARKING LOT STRIPING SHALL BE 4"WIDE LINES,STRIPED USING HIGH VISIBILITY TRAFFIC AND HIGHWAY GENERAL CONTRACTOR
<br /> y, APPROVED WHITE PAINT. PROVIDE APPROPRIATE STRIPING AND PAVEMENT MARKINGS FOR ALL HANDICAP PARKING SHAW CONSTRUCTION
<br /> r AND ACCESS AISLES. smW0,`-.-NG A77N:JACK SHAW Manufacturing
<br /> 6.0
<br /> 1.11TER SHALL BE CONSTRUCTED TO TIP OUT WHERE INDICATED ON PLAN. FRONT 3a 12S' 7685CORPORATEWAY HUGO, MINNESOTA
<br /> .7 7.DIMENSIONS TAKE PRECEDENCE OVER SCALE. ALL DIMENSIONS ARE TO BACK OF CURB,EDGE OF SIDEWALK OR SIX 9IDG HDGHr 351 EDEN PRAIRIE,MN 55344
<br /> �-" REAR 3a - PH:952.937.9224
<br /> -.-1 �' 2 ' EXTERIOR BUILDING UNLESS OTHERWISE NOTED. EMUL 1s"AWpsHAwcDNsrRua.CDM
<br /> If &UNLESS OTHERWISE INDICATED ON THE PLAN,CONTRACTOR SHALL PROVIDE CONTROL JOINTS,CONSTRUCTION ,PARIaNc s 6•
<br /> JOINTS,AND EXPANSION JOINTS IN SLAB ON GRADE, SIDEWALKS AND CONCRETE DRIVES. CONTROL JOINT ENGINEER
<br /> - MAXIMUM SPACING:WALKS- B'O.C.,ALL OTHERS - 10'O.C. SAW CUT CONTROL JOINTS MINIMUM •REQUIRED Sloe-1.--A-OF TA.F.G HUGIn oR 1n CAMPION ENGINEERING SERVICES,INC
<br /> ONE-QUARTER CONCRETE THICKNESS. EXPANSION JOINT MAXIMUM SPACING: WALKS-24'O.C.,ALL ATTN:MARTY CAMPION
<br /> / I / OTHERS-40'O.C. DOWEL ALL EXPANSION JOINTS- MAXIMUM 24'O.C. ALLOWED PROPOSED 1800 NONE ER CREEK CENEER
<br /> j 9.PEDESTRIAN RAMPS SHALL BE INSTALLED AT All LOCATIONS WHERE SIDEWALK MEETS CURB. IMVERVIauswRFAa ARulu 1u,omst el]mu MAPLE PLAIN,MN 55359
<br /> I 10.WHEN DOING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY,THE CONTRACTOR SHALL COORDINATE THE REMOVAL BuupNG I:DVEBACE121 s1"soasv 3s.Masr PH 763.4795172
<br /> V ' I LIMITS WITH THE CITY. EMAIL'.';AMPIONP KAMPIGNENG COM
<br /> j 11.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL PEDESTRIAN RAMPS MEET ADA AND MNDOT
<br /> _ GUIDELINES FOR ACCESSIBILITY. 1-90c OF IarAREn
<br /> 12.CONTRACTOR SHALL VERIFY CONDUIT REQUIREMENTS FOR POWER AND IRRIGATION. 2-3mc OF LOTAREA E.G.RUDANDSONS
<br /> ( 13.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE FIRE MARSHAL THE LOCATION OF FIRE LANE ATTN:IASON RUD
<br /> SIGNAGE AND CURB MARKINGS(IF NEEDED). REQUIRED PARKING 6776 LAKE DRIVE,9110
<br /> 14.CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING IMPROVEMENTS THAT PARm1c PRovllan LINO LAKES,MN 55m4
<br /> INTERFERE WITH NEW WORK AS SHOWN. W,NOICAP 2 PH:651.M6L.8200
<br /> 15.ALL NEW UTILITIES SHALL BE UNDERGROUND. COORDINATE LOCATIONS WITH UTILITY PROVIDERS. III-K n EMAIL _
<br /> I `! 16.SIDEWALKS SHALL BE CONSTRUCTED WITH A MAXIMUM CROSS SLOPE OF 2%. ANY SIDEWALK EXCEEDING 2% PROOF OF PARKING % .,E..
<br /> /( CROSS SLOPE MUST BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE. TaTAI ARCHFIE
<br /> LIMNER MORSOIEN ARCNIlECTS
<br /> IL
<br /> / - MATCH EX.BIT. -IN LORENMORSOIEN �-�= Linner-Morschen
<br /> f an L 10IM MORGAN AVENUE SO-
<br /> BLOOMINGTON,MN 55431 Architects
<br /> 8 6LmE� CENFRAI NQTFG PH:952984.6455
<br /> / 1.PRIOR TO STARTING CONSTRUCTION,THE CONTRACTOR SHALL VERIFY THAT ALL PERMITS AND APPROVALS HAVE EMAIL lMDRSCHEN15+UNNERMORSCHENARCHITECfSCDM 1010a Mo n Avenue SZ / ` &oomrglon,MN 55431
<br /> V / r- SURMOUNTABLE : 1 BEEN OBTAINED. NO CONSTRUCTION SHALL BEGIN UNTIL THE CONTRACTOR HAS REVIEWED ALL PLANS AND PHONE.K952)BwrvI55
<br /> CONCRETE CURB OTHER DOCUMENTS APPROVED BY THE PERMITTING ALTTHORI TIES.RE►10VEI I / rT r 2.WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PUMAS AND SPECIFICATIONS AND THE REQUIREMENTS
<br /> �k CUTTEH•AS NECESSQtY 7 T-'- AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. THE SOILS REPORT AND RECOMMENDATION SET FORTH MNDOT DESIGN V CONCRETE CURB&GUTTER
<br /> TO CONSTRUCT ACCESS,= I I THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE i S_�� E/PROOF OF P _
<br /> INSTALL COMMERCiAL1 1 PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS.THE CONTRACTOR SHALL NOTIFY THE SURMOUNTABLE CONCRETE CURB&GUTTER
<br /> I. ORI WAYHERRDID(3N8�L% JAI / I I `� �I ENGINEER OF ANY DISCREPANCY BETWEEN THE SOILS REPORT AND PLANS.
<br /> J �I 1 ( j f L 1 _I L T'r� _ _ EDGE OF BITUMINOUS
<br /> V O I) __ `" _j�I I 80). 4•WIDE PAINT
<br /> J)l 0p STRIPE,TIP
<br /> Q �, I Q 8.0,
<br /> M I /) 1 N, I r►_ LIGHT DUTY _ SURMOUNTABLE
<br /> �EJ / 125.T• /t I r BITUMINOUS a 7� CONCRETE CURB
<br /> 4.72 �► �� t l r &GUTTER,TIP
<br /> F�RE�PROOF OF PARKMG 7�B T FUJIIRE/PROOF OF RIG T
<br /> v f _ Y �. /AV /'°��III����', _1J CAMPION
<br /> 11 I _ �� TRANSITION FROM MNDOT DESIGN V 8' ,� C)y�r O��n CUENDRB It NCRETE GUTTER N SERVICES ENGINEERING NC.
<br /> I - _
<br /> CONCRETE CURB TO SURMOUNTABLE 16-0 -f_ •CMI EWineenn9-UM PMmYng
<br /> PAINTED HANDICAP SYMBOL(TYP) _____ __
<br /> .;C 0 180. PR 24 GaeA Cmtr,
<br /> 1 1 9'WIDE H.C.ACCESS MINOUS P�5 110 pla 249
<br /> AISLE(TIP) MNDOT DESIGN V 4v AC S Maple Plain,MN 55359
<br /> l llllllllllll l I CONCRETE CURB CONCRETE /l Pbme 783-4]9-5172
<br /> 10'WIDE CONCRETE APRON 4X78 +; Y Fa. 763-479-4242
<br /> o •a `-� E-Mae mmno: meap Pl SIDEWALK onmp.can
<br /> 4'WIDE CONCRETE
<br /> f 932.94
<br /> / ADA PARKING SIGN, SIDWALK SURMOUNTABLE °P16,p•
<br /> � l l 24 TYP(SEE DETAIL) CONCRETE
<br /> TRANSITION FROM MNDOT DESIGN V GU p /
<br /> PROP NCRETE CURB TO SURMOUNTABLE GUTTER(TYP) �h5
<br /> I MATCH EX.W.
<br /> _ QSE I hereby certify that this plan,specification
<br /> CLIRBGumI I CO 8(J��O�N CONCRETE SLAB \ by me
<br /> CA S ' / undeor r my direct ort has ssupervisionen d and that
<br /> _I FFE=935.5 \ 2 O' 0 1 am a duly licensed Professional Engineer
<br /> IS7RUCKS gE f under the law of the ate of Minnesota.
<br /> 7RU KS PANT 0
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<br /> CONCRETE APRON "- �-� / P� T 932.93 OS 28 2011
<br /> 30.22 1. '!_ 20X12 / <� � Martin P. Campion -Lc. g 19901 Date:
<br /> B EDGE OF
<br /> 932.44 PROPOSED BY'
<br /> 11 CAMPION JOB NO.16-039
<br /> BTC
<br /> .100 CONCRETE APRON
<br /> R 01 BITUMINOUS // igg4
<br /> 6 FUTU
<br /> p o 728X16q NSION I l �,60
<br /> SHAW
<br /> RE
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<br /> REMOVE cfJ( NG CURB
<br /> !''_� HEAVY DUTY \ \\ /I // m .�
<br /> _&GUTTER AS EC Y BITUMINOUS \ m - O9
<br /> TooNsrRL/cT cESS, _e HEAVY DUTY BITUMINOUS / 6 r 1 ;is � CONSTRUCTION
<br /> COMI.IERCIAL
<br /> DRIVEWAY R I
<br /> INSTALL =` .. \ / / S C h 7685 CORPORATE WAY
<br /> HUSTR-8A
<br /> SURMOUNTABLE /I q I I moo EDEN PRAIRIE MN
<br /> CONCRETE CURB �_ ¢G- _ _m J f c, 952 937 8214
<br /> AND CUTTER / g0)� __ _ _ WWW.SHAWCONSTRUCT.COM
<br /> (TYP) 933.94 r g I
<br /> t _ f
<br /> •933.3$ °� SHEET TITLE:
<br /> 34 , / _- J r fi g CIVIL SITE PLAN
<br /> F-,A! (� �7 _ � /V/ 32_10
<br /> IL- L_D / "�{7�y� 2~ �' DATE: 03/15/2017 REVISION
<br /> / BLOCK 2 � _ f 60 931.77 04/06/2017 PER 04/03/2017
<br /> 33N3 J61 ENGINEERS MEMO
<br /> FrE / 04/24/2017
<br /> ME PIPE
<br /> N GRADES
<br /> IDES
<br /> /2 2017 P
<br /> n 2-60 0 / 5 2 1 STORM SEWER
<br /> GOVERNING SPECIFICATIONS: E A G� / 6, N CBMHt-FES, SANITARY
<br /> 1. THE MINNESOTA DEPARTMENT OF TRANSPORTATION 'STANDARD LOT I DRAWIJBY: KDK SEWER & S, SERVICE "
<br /> SPECIFICATIONS FOR CONSTRUCTION" LATEST EDITION & SUPPLEMENTS.
<br /> 2. CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD UTILITIES SHEET NO.
<br /> SPECIFICATIONS. (LATEST EDITION) 932 <
<br /> 3. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCE WI WALL //�/D I 7 .0
<br /> BE COMPLIED NTH IN THE CONSTRUCTION OF THIS PROJECT. t V U.S t�� / 0 3o e0
<br /> 4. CITY OF HUGO STANDARD SPECIFICATIONS & DETAILS.
<br /> /' ' GRAPHIC SCALE IN FEET
<br />
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