Midwestern Engineers, Inc. Plan Preview

0 z w m z 0 z 0 0 0 " C " z w " z m " w " 0 a w m I C 0 " ,' 0 I � o � cffi ·" �� � ' - � N ! N9 o• t::'i:/ Q ---- -M �N e ':ii 0 0 .� -w �� •" ow Q 0: .. c� ·O � m o < � ez ,- � 0 Jo' i,,.l �< " �Si CN £5 0 • <c LEGEND --w w EXISTING WATER MAIN 9 EXISTING STREET SIGN • EXISTING FIRE HYDRANT ® EXISTING TREE 8 EXISTING GATE VALVE '!le EXISTING LIGHT POLE " EXISTING WATER METER � RELOCATED LIGHT POLE SAS EXISTING SANITARY SEWER S.M PROPOSED STORM SEWER e EXISTING SANITARY MANHOLE llIII PROPOSE STORM INLET ''" EXISTING STORM SEWER PROPOSED ASPHALT LOT e EXISTING STORM MANHOLE 1. ! .• . ·.: . :,t.· •. /. ;_ ,I PROPOSED CONCRETE llL EXISTING STORM INLET � DEMOLITION AREA G EXISTING GAS LINE ------- TRANSITION FROM EX. ASPHALT EXISTING BURIED ELECTRIC -1.7% PROPOSED GRADE BCAT EXISTING BURIED TELE/COMM CABLE SURFACE FLOW Parking Space Description Number Spaces prior to this improvement 111 ADA spaces prior to improvement 6 Spaces demolished by improvement 0 Spaces Repurposed by improvement 0 New Spaces created by improvement 25 New ADA spaces created in improvement 0 Total Spaces after improvement 136 and 6 ADA 2010 ADA Standards require a minimum of 5 ADA spaces for lots containing 101-150 spaces. CONTROL POINTS CP# 2 N1202909.18 E3085766.74 494.82 cp mag nail CP# 3 N1203087.11 E3085825.70 491.15 cp 1/2in rbr -0 CP# 5 N1202885.44 E3085642.56 492.98 cp mag nail CP# 6 N1203040.80 E3085605.02 492.20 TBM chisled square z � in top of cone z Asphalt EJec Tran Asphalt D Elec □ Trans Asphalt Asphalt andscap ¾,' 'li< Asphalt INSTALL NEW BARRIER CURB TRANSITION FROM EXISTING Concrete REMOVE EX. PARKING BUMPER (TYP.) COORDINATE WITH TOWN OF FRENCH LICK FOR DELIVERY TO STORAGE OR REUSE. I • I I INSTALL NEW 4" DEPTH CONCRETE REMOVE AND REPLACE VINYL FENCE AS NEEDED TO POUR AND FINISH CONCRETE TO EXISTING CURB AROUND THE DUMPSTER. SEE SHEET 6 FOR FINISH GRADE ELEVATIONS. CP#3 INSTALL 2 INLETS ♦ , SEE DETAILS SHEET 5 cp 112in rbr __,....<ct_ s1;� _....HH!-- EX. SIDEWALK AND CURB RAMP TO ,.,_ REMAIN IN PLACE -�- ,AN EDGE OF EX SIDEWALK FIELD VERIFY RADIUS. INSTALL NEW CURB ADJACENT TO EXISTING " SIDEWALK '-- APPROX. 1.7' BACK (i}F CURB TO BACK OF CURB □ 0 INSTALL NEW 6" BARRIER CURB ALONG ORANGE ST WHERE DRIVE HAS BEEN REMOVED. MATCH EX. CURB ON BOTH ENDS SEE DETAIL THIS SHEET -sAN TRANSITION FROM EXISTING WITH NEW ASPHALT. E---, (/J � APPROXIMATE 18"-24" WIDE AREA BETWEEN CURBS TO BE GRADED TO ELEVATIONS SHOWN ON SHEET 6 THE AREA WILL BE SODDED SEE DETAIL THIS SHEET. l I <t: ¾j -, � 1 -r�r � 1 - --LI ' I--- 24.00' --j1--=-U18 lJ .O!!J:O'J· f f ---!iNiSTAL:-i:"Neii7s"B:iiRF<iEF<eCiRB"7 'if B'"LO!!•jG·· t... - I INSTALL NEW 6" BARRIER CURB v, SEE DETAIL THIS SHEET. '"ll'I - ' IMPLEMENT RUBBING ON EXPOSED i "'- INSTALL NEW CURB ISLAND ---_,�...._ ....________ INSTALL NEW LANDSCAPE STONE TRANSITION FROM EXISTING o'. , 1 '< ,s . BACK SIDE OF THE LOT CURB ··\ APPLY PARKING STRIPING (TYP) \ •• .....,, • 1>.s. INSTALL ASP�ALT PARKING LOT . ·Oo, �5-89' SEE DETAIL THIS SHEET Elec BTGo Trans Gom LJ □ BO' I J - I r- 1 l + • � 5 83 ' 1- APPROX. 2.3' BACK OF �URS TO BACK OF CURB ' ""< 20 10 0 20 - -BCAT--- SCJ BCAT ---BCAT---BCAT" ---BCAT-+- c�,�oc�re· �gAT BCAT I "1· a � 3 E , , �CA: A-i � st;\T s6'� A:---BCAT---BCAT I BCAT- - -BCAT---BCAT· ---BCAT---BCAT---BCAT---BCAT---BCAT� -sc!rl BCAT o N PAVEMENT SURFACE T=CURB EMBEDMENT - 12" MIN. *=CURB FACE EXPOSURE HEIGHT TYPICAL CONCRETE CURB (BARRIER) NOT TO SCALE � ..d- _I-?� E BricJ<� - �-1 J �...-€,----, ��=: = ��f'= ������:,;::::,;:::::;:;:::::::;�� --t- - -..,=�- ,o --- '" --- 1 INSTALL NEW BARRIER CURB � P#2 W.MAINST. TRANSITION FROM EXISTING cp mag nail \ t � --- w----w---w,---w---w, ---w- -w• ---w---w• --�..,.---w• ---w---w• ',-- -w---w, ��-w---w• ---w---w• - -w---w• ----,, CP#5 + cp mag nail 165#/SYD HMA SURFACE, TYPE A 275#/SYD HMA INTERMEDIATE, TYPE A 6" COMPACTED AGGREGATE BASE, NO 53 COMPACTED SUBGRADE INSTALL GLASPAVE 50 PAVING MAT AT 0.15 GAUYD 2 ALONG WITH A HOT APPLIED TACK COAT REFER TO MANUFACTURER'S SPECIFICATIONS. ASPHALT PAVEMENT- PARKING LOT NOT TO SCALE EXISTING PAVEMENT SAW CUT AND TACK COAT EXISTING SURFACE EXISTING BINDER REMOVE EXISTING PAVEMENT AND AGGREGATE TO DASHED LINE NEW PAVEMENT PAVEMENT SEAM 1----�, 6" 1 1 • 8 NEW ASPHALT SURFACE NEW ASPHALT BINDER NEW COMPACTED AGGREGATE BASE COMPACTED SUBGRADE ASPHALT PAVEMENT - TRANSITION NOT TO SCALE NOTES • LIGHT POLES HAVE UNDERGROUND ELECTRIC FEED WHICH HAS NOT BEEN LOCATED. • UTILITIES TO EXISTING BUILDINGS TO BE DEMOLISHED ARE NOT SHOWN ON THESE PLANS PROJECT PLAN SHEET REVISIONS BID SET C 2023 ]l.!idwe>lem Engineers. Inc. 802 West Bro:,dway Strecl PO Box 295 Loogootc�. Indiana 47553 DATE SEPT. 2023 DESIGN CWR DRAWN MKWi'.DRK Q.C. CHECK PROJECT NUMBER 2023024-02 4 4 Of 6 I FILE NUMBER I 43340 Do Not Use Plan Previews for Take Off