PC PACKET 07.25.2024 - Laserfiche WebLink

Home

SITE PLAN LEGEND EXISTING PROPOSED LIGHT POLE SANITARY MANHOLE 0 8"PLUG IE: 916.61 CLEANOUT `o•° O 8"PLUG TYPE III BARRICADES v (2 SIGNS) vJ FUT. STORM SEWER FUT.STORM SEWER MISCELLANEOUS SIGN - EXISTING TREE 0 'FUTURE THROUGH 1 1 STREET"5IGN 8"DIP WM TEMPORARY TELEVISION BOX I I I I I y 1 18"RCP FIRE HYDRANT , I IE: 929.1 FES 6 GATE VALVE W H SITE PLAN NOTES CURBSTOP O • O 1. ALL DIMENSIONS ARE i0 BACK OF CURB UNLESS OTHERWISE ELECTRIC BOX ❑ O / _ 2 f/ I +I O ` ol NOTED. GAS METER O R60' h i5l - I -- - 20 - -_ + 2. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF THE CATCH BASIN ®�.® ®or® O �H' m / 0' BUILDING UNLESS OTHERWISE NOTED. / 34. ro / %� I ELECTRIC METER O 3. ALL CURB AND GUTTER SHALL BE B612 UNLESS NOTED AS / -_-_--L- - - B61B CURB. MAIL BOX o / 22 RE 933.9-5 / / / B-B v D I 'y 4. TYPICAL PARKING STALLS ARE 9'x20'(AS SHOWN). TELEPHONE BOX ❑ O IE 916.26-8 N D >0-0 I O a / ;0 5. ALL PEDESTRIAN RAMPS SHALL MEET CURRENT ADA UTILITY POLE `g G E 916.16-8"S D A �_ D Z1 Q A __ D __ �I R20 / 0-- 5 �.Z10 _ -n 50 /n STANDARDS AND BE INSTALLED WITH CAST IRON TRUNCATED . P / (TYPE Ri-1 STOP SIGN A_0 1.1 O I N fTl O DOMES. FLARED END SECTION VVV s &STREET SIGN M K O I,1 m r m(n S STORM MANHOLE .Ae / I S rn v) 1,1 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO O / O I Z in ` __II Z m - -II �p-- FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING P / p D t0 p r0 UTILITIES PRIOR TO THE START OF SITE WORK. THE PROPERTY LINE OUTLOT B /�� / `r' E, ' W W _ wmN D CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF EASEMENT LINE --_----- --_--_-- °j 1 m m N O a)N D 01 C o DISCREPANCIES AND/OR VARIATIONS FROM THE PLAN. SETBACK LINE R20' r + Q O C O p C ,*„� 7. UNLESS OTHERWISE SHOWN ON THIS DRAWING,CONTRACTOR CURB e,�•' °o OpZ �i -- �Z_ I Z SHALL ION JOI CONTROL JOINTS,CONSTRUCTION JOINTS AND / Z Z�-___ +T TI Z�____ WETLAND EXPANSION JOINTS IN SLAB ON GRADE,SIDEWALKS AND 24' 22' DRIVES PER THE FOLLOWING REQUIREMENTS: UNDERGROUND TELEPHONE REMOVE PLUG&CONNECT / / 4�0-E� ��` BIB - BIB CONTROL JOINT MAX.SPACING: WALKS-8'O.C. UNDERGROUND ELECTRIC u u TO EX.8' DIP WM ,^� /% / h Q' I _ - ALL OTHERS-10'D.C. --- UNDERGROUND FIBER OPTIC - / �4„ - --_ -- SPRINKLE OOM -_�_-___ -_�_-_-_ / / I (T�) 24' I -- SAW CUT CONTROL JOINTS MINIMUM}CONCRETE THICKNESS. UNDERGROUND GAS a a / R8-3 NO _-_ - 6-B I ----- 20' EXPANSION JOINTS MAX.SPACING: WALKS-24. O.C. OVERHEAD ELECTRIC - / PARKING SIGN 24 ----- ----- 20'B_' 20 *ALL OTHERS-40'O.C. -- // SANITARY SEWER --> >� CONNECT PLUG& Tq`S 6"PLUG I .AT ALL POINTS WHERE A CHANGE IN PAVEMENT THICKNESS -- / hP P CONNECT TO EX. J IE: 922.26 6"PLUG 4"PLUG 6"PLUG OCCURS AND/OR WHERE NEW PAVEMENT WILL MATCH WATERMAN -- Qj S"PVC SAN SWR. 4"PLUG 20 IE: 923.63 I IE: 924.98 I / EXISTING PAVEMENT,AN EXPANSION JOINT SHALL BE US" IE: 915.84 R8-3 NO RS-3 NO STORM SEWER ---->� > °I PARKING SIGN PAR ING IGN 4'PLUG / PROVIDED. (FIELD VERIFY) + LJ r / FENCE - / ,,�oq� 2 O•J Oq J DOWEL ALL EXPANSION JOINTS: 24"O.C.MAX. MATCH EX. - iO-m -- -„`-Yq1---- -�v---� •- ---- -----�*>-- ------ L 'yS----- -------- -�- --- CONCRETE SURFACE RAMP --- / MONUMENT(PLANS) 20' 'C �,- o O 8"DIP WMi B"D WM 6" IP WM o BITUMINOUS SURFACE L LANDscAPE PLANS) I I I I I I I I I I I --- / / d \� 0 a _ _ SIGNING AND STRIPING NOTES / J \IIJJ a o TYP PVC SAN 5 8"PVC SAN SWR INSULATION REMOVE PLUG& 1. ALL SIGNS SHALL BE PLACED 18"MINIMUM BEHIND CURB CONNECT TO EX.27" - STORM SEWER o - -`�9 UNLESS OTHERWISE NOTED. / \'I- SAWCUT,MILL 8q \`\m- \ RCP STM SWR. I '� - j\ /MATCH EX.BITUMINOUSH \ p \ \ / SYP' O 2. SIGNAGE SHALL INCLUDE SIGN,POST,HARDWARE, E%.IE: 927.30 p , \FIELD VERIFY) - p DRIVE. B J- q � q % �o CONCRETE FOOTING AND STEEL CASING(IF REQUIRED). SIGN SCHEDULE s --- - -------- ---- -- ---- ----- ----- - -�- - --� r R8-3 NO t' 3. PARKING LOT STRIPING SHALL BE 4"SOLID WHITE PAINT. c ml eP� °ha RE 933so / SIGN SIGN N0. SIZE QUANTITY cA N 4"PLUG PARKING SIGN I O O• Q-� IE 924.58-8"W 6"PLUG I `TTO / '<.' ` 4. ALL SIGNS SHALL MEET THE MINNESOTA MANUAL ON IE: 922.25 20 6"PLUGPy / / UNIFORM TRAFFIC CONTROL DEVICES(MMUTCD)FOR r IE: 923.58 4"PLUG RETRO REFLECTIVITY AND INSTALLATION. ® R1-1 30" X 30" 2 = 3(Per Plan) _ IE 9 .92-8"E \n v. 92�\ REMOVE PLUG& a IE9 .82-8"S R8-3 NO I R20 CONNECT TO EX.- _-_-- PARKING 5 ---------- - P' R8-3 12�� X 12 7 2O'R1S 9E& )92DIo WM B 14e - -- �� '� �P�51 PARK/NG SUMMARY\ 2� �o �Q / Q PARKING PROVIDED Rim=932.2 \ \ \\ \ \` IF WM RE 934.00 D _U '�� GP ' STANDARD STALLS = 30 STALLS Inv. (NE&SW)=926.8--'\I,� \ \\J E_Xta IE zo.oa-"N v A I y / Q`� / TOTAL SALES = 30 STALLS TYPE III BARRICADES *2 Sump=923.7 /X \ SW o E >(__ _ lQ _ �]0 _ VP� / o 'I m 20' SF� BUILDING SUMMARY \ \ F.\ �, 6' ,24': m u) CC t II z r'T C (TYP.) L OUTLOT A / �� 1 ,N 932' I,91°' a-e II Zm hi�. o ill / + STREET SIGN *2 O/ \ ��: _ _Rim EgdIW' z rn C O Z_ /� BUILDINGS - 5 BUILDINGS II / W N D 91 C N ts ;- // J / TOAL UNIITSON TS PER UILDING _ 6°UNITS12 /BUILDING REMOVE bLUG& O r C � O p C // aeJ Cn CONNECT TO EX. o z z / FUTURE THROUGH *1 8"PVC SAN SWR. z+_-_ ITI z STREET SIGN I Ex IF: 919.44 - = / // / SETBACK DATA / I D I I, I ', (FIELD VERIFY) �_-_-_ 22 �T'S. / D eIe yp // // i BUILDING SETBACKS *SIGNS TO BE INSTALLED BY CONTRACTOR / SAWCUT,MILL i Z I I &MATCH Ex. j - // // From Public Right of Way 25 FT (ALL OTHERS TO BE INSTALLED BY CITY) vl I BITUMINOUS --+----- 20' / / O From Private Drive(Building) 15 FT. n 41-1 STOP SIGN / / / From Private Drive(Garage) 25 FT, L I m &STREET SIGN of ----- ----- / 20• // // ; PARKING/PRIVATE DRIVE FROM ROW 10 FT. / / / / 1ry� `v (FROM APPROVED PRELIMINARY PLAT OF"THE Z // SHORES OF ONEKA LAKE") STREET NAME SIGNS REMOVE&DISPdSt OF EX. I / // // / NAMES QUANTITY N EX.BITUMINO US I / REMOVE&DISPOSE OFI EX. - // i' P. j O 159th St 1 CONCRETE CURB&GUTTER v - R8-3 NO RETAINING WALL#1 1 PARKING SIGN / / l' Driveway A 'g _REMOVE&DISPOSE ` /10 Goodview Ave 1 I V imp OF EX.BITUMINOUS C\ A` / Driveway A I I `r t1J� o I SAWCUT,MILL& " nA _ ��' O ' // i MATCH E%.BITUMINOUS CONSTRUCT CONCRETE ---' 0 15 30 60 VALLEY GUTTER(SEE DETAIL) I m I CONSTRUCT 5'X8'LANDING. NWL 926.5 v LMAX IN ALL DIREcn EX. II - REMOVE&DISPOSE OF EX. �� / / / / /// (IN FEET) X. _ BITUMINOUS AS REQUIRED 100EYR HWLD 100 929.7 I I I � I I m I REMoI '.._.-�----------/ / / // LIGHTING NOTES: BITUM m / BENCHMARKS Fes``,,n / / �o PROPOSED LIGHT LOCATION. 1.Mlnnea°ta DeParhnent of TranaPortatlon SAWCUT,MILL& -�__� OUTLOT B / �vv` '' / Geodetic GSID Station No.41919(Name: -1� N MATCH EX. BI�U�OUS=�: 0�� / / / 430M)-Elev.=933.90 ft.(NAVD 88) FINAL LOCATION TO BE VERIFIED 2.Minnesota Dapartmant of Transportation WITH CITY/XCEL. Geodetic GSID Scotian No.33703(Nome: PEARSON MNDT)-Elev.=934.71 ft, (NAND 88) SUIT PHEASANT RIDGE DR NE I herebycertifythat this Ian,s ecifica[ion Pdnt Name: Brian J.Krystofiak,P.E. Drawn: KRO Revlslons: CARLSON SUITE p p FENWAY LAND COMPANY 3 ENGINEERING BLAINE,MN66448 or report was prepared by me orondermy ONEKA FIELDS PRELIMINARY SITE & SURVEYING direct Supervision and that I am a duly Signature: //. Designed: B]K 13925 Fenwa Boulevard IN of MSCAIN ENVIRONMENTA FAX 763.489.79S9 Licensed Professional En der Y Hugo, Minnesota FARLSON89.7959 Minnesota Date: 06/07/24 License Date: 06/07/24 g UTILITY PLAN CARLSONMCCAIN.COM the laws of the State ofMlnnesota Hugo, Minnesota 55038 5 za cvoes�easl-eaaolaesa-oa-xneka.enrcm.ncrl<sa-\."al eirowr.Nsleaee-m,, .,11, #8869-04