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1 920 979 — 9P1� s I I \\ �, \\ I SYMBOL AND PATTERN LEGEND <br />86 I' <br />1 4�4 \ <br />% <br />EX 10' CONTOUR <br />919". B612 CURB AND GUTTER \\\ \\ I E I I _ — — 752 — — _ EX 2' CONTOUR <br />s / I SEE 44 <br />SAWCUT (YP) 36 SPACES a "' e \ \ \ T I �� — �� EX STORM SEWER <br />920.12 EX SANITARY SEWER <br />EX GAS LINE <br />B61 CURB AND GUTTER 1 I \ ) \ I w — w <br />SEE3 ^9 I \\\ I m EX WATER MAIN <br />BITUMINOUS PARKING LOT TO THE GRADES I \ of — of — <br />D AND ELEVATIONS SHOWN. FOR PAVEMENT I \\ " I \ I EX WETLAND <br />EX OVERHEAD ELECTRIC <br />DETAIL SEE 2 <br />VAN ACCESSIBLE SIGN <br />1 s s D-04 EX UNDERGROUND ELECTRIC <br />1 /9y9 es ACCESSIBLE\�� <br />s a^o6 RAMP, SEE \ \ \ \ \ \I \ \ 1 \\ EX BURIED CABLE LINE <br />D-03 \ <br />1 " <br />EX TREE <br />MATCH FINISHED GROUND PAVEMENT__----- <br />TO EXISTING GROUND AT EDGES. \ \ '� \I 1 EX PROPERTY BOUNDARY <br />TYPICAL, EACH EDGE. <br />�1 P <br />% PROP 1'CONTOUR <br />920.71 <br />920.27 \ vv I V vvm A PROP STORM SEWER <br />1 B612 CURB AND GUTTER !� — _ \\ \ \\ \ <br />9 q, SEE 3 � � �� <br />R fir. <br />D-04 NEW BITUMINOUS <br />B612 CURB AND GUTTER <br />EXISTING BUILDING \ \\ \\ III \\ I �'"\ ly, \ \ DRAINAGE FLOW ARROW <br />J P \ <br />SEE F.F.E. = 919'-0" \ �921 g22 923 \ \ \ \ I <br />1 D sls.ze azsls.es=ig20 <br />o.11 919.3sVvv II <br />/ 920.26 4, I \ I11 <br />I °en <br />9 G \ <br />•M�' •A1'R" O A 1 9,�/ <br />I I � <br />1 s ry — sary snry — snry — snry 919.96 <br />W % s1 919.61 <br />1 NOTES: <br />2" OVERLAY OVERALL / <br />MIN ILL <br />MBIT <br />°> SAWCUT FULL 1. COORDINATE CONSTRUCTION PHASING OF PARKING LOT WITH <br />1 U OUS � � � I DEPTH � OWNER TO PROVIDE ACCESS TO LOADING DOCKS AND TO <br />ALLOW SUFFICIENT TRAILER PARKING. <br />D412 CURB &GUTTER, / H \\ 2. COORDINATE ALL CONSTRUCTION LAYDOWN WITH OWNER TO <br />TIP OUT, SEE <br />q v 919gL m / 1 MINIMIZE DISRUPTION TO FACILITY OPERATIONS. <br />e F.F.E.=920,_0I 1 \ <br />S \\ v \ <br />>,9 979 \ \ � — — — — — � \\ 3. INSTALL CURB AROUND PROPOSED PARKING LOT PRIOR TO <br />1 / \ 1 R> I I \ INSTALLATION OF ASPHALT PARKING AND BASIN EXCAVATION. <br />VAN ACCESSIBLE O• <br />CONCRETE WALK 1\ / \ <br />91e.14 SIGN (4) COORDINATE gj g.g5 1 I <br />918n5/ / LOCATION WITW H ONER e"A BOLLARD s // 4. CONTRACTOR'S DEWATERING ACTIVITIES THAT HAVE SEDIMENT <br />R 1 203 SPACES - - a q0s\ I / LADEN DISCHARGE MUST DISCHARGE INTO A TEMPORARY BEST <br />1 BOLLARD MANAGEMENT PRACTICE (BMP) SUCH AS AN APPROPRIATELY <br />• i <br />I � v • °^ - _ as � � v � I / SIZED DANDY DEWATERING BAG FROM DANDY PRODUCTS, OR <br />APPROVED EQUAL, TO LIMIT SEDIMENT FROM LEAVING THE SITE. <br />• e' �'?0 PRIOR TO DISCHARGE, THE CONTRACTOR SHALL PERFORM A <br />i yo a . �epx e^ e / I I I VISUAL TEST TO ENSURE ADEQUATE TREATMENT IS OBTAINED <br />ACCESSIBLE RAMP (3) o — 919.96 <br />a a O a^ \ I 1 BY THE BMP AND APPLY ADDITIONAL TREATMENT AS REQUIRED <br />SEE �S 11f. < . 919.60 �/ <br />1 3, s1s 12 919.60 \ II TO ENSURE ADEQUATE TREATMENT. <br />1 �rv—urv—sty—sty—mx— _ —sau sty ux uu s.ry su, � sty sui —uN I \ <br />AWE <br />I / <br />h I <br />V 919.8 \ ' 20 <br />\ �O <br />RIBBON '•N \ I rn II EXISTING # OF PARKING SPACES - 163 <br />CURB v <br />I <br />\ I <br />v " <br />24'rvP i 91s �s g,° v I � PROPOSED # OF PARKING SPACES = 330 (8 ACCESSIBLE) <br />1 B612 CURB & s s1ss6 A O1 �I <br />GUTTER, SEE 3 �i I I'I <br />1 9' TYP °° - s7j o. <br />SAWCUT (TYP) 918.43 / d 918.57 I 1 <br />v <br />ASPHALT PARKING LOT / v £ <br />y ° �" 919.60 91/6 -' <br />TO THE GRADES AND / I " <br />1 ` SEE ELEVATIONS SHOWN. --- -- _ - --- --- I I s1s.6oF F.F.E. = 920'-0" I 1 " <br />1 PAVEMENT DETAIL \ 9 1 0 n 1 " <br />---- FOR v I <br />w. I II I <br />B612 CURB AND GUTTER <br />v SEE <br />IQ <br />919. 3 <br />1 9^O V V 96 <br />97y \ s N - \ U V <br />I, gl, �'� LL I R6 , 1 IA <br />O <br />919 916 917 <br />WESTPOND916m 9 > <br />'I 0 30 <br />PLAN: PAVING <br />O \ _ » 9 w w v II II ISSUED FOR PERMITTING <br />SCALE IN FEET \\ \\ \ \\ \\ \ -- -\ 918917916 i II i y �1 NOT FOR CONSTRUCTION <br />_.. 915 _ EAST POND _ — _ V -- I III v I 1 <br />14 <br />I HEREBYEPORT CERTIFY THAT THIS PLAN, SPECIFICATION, OR CLIENT Prolect Office: Style A$ SHOWN BARB PRQJECT NO. <br />P.SUP WASPREPARED BYTHAT MEOR UNDER EN DIRECT BID Date LTC CAMPUS EXPANSION <br />SUPERVISION AND THAT I AMA DULY LICENSED BARB ENGINEERING CO. O5/11 /2020 23/02-1079.00 <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE CONSTRUCTION RR 4300 MARKETPOINTE DRIVE DrawnLABORERSTRAINING CENTERLINO LAKES, MN <br />STATE OF MINNESOTA. EPF CLIENT PROJECT No. <br />PERMITTING 11120 $UIIB 200 <br />PRINTED NAME — — — — — — — — MINNEAPOLIS, MN 55435 Checked LINO LAKES, MN <br />MICHELLE KIMBLE MAK PAVING PLAN <br />A B C 0 1 2 3 Coryorsle Headquarters: Ph:1-800-632-2277 Designed BARR DWG. No. REV. No, <br />SIGNATURE RELEASED Minneapolis, Minnesota Fax: (952) 832-2601 <br />NO. BY CHK. APP. DATE REVISION DESCRIPTION DATE o5111/2020 LICENSE a 42012 TO/FOR DATE RELEASED Ph: 1_800-632-2277 www.han.mm AppfO4� MAK -10 A <br />