Midwestern Engineers, Inc. Plan Preview

� z z w :g " o, " w � w w ,, <W ,o .z ,> . ' �� �8 � - - ;;t NN s§ �� Q ---- -w 9" � "" � ,, • ---- �8 ;; "61 ro � "o = ;;; 2. < � inY - -N � Q ie , . <o i , r / / EXISTING PARKING LOT - - 500 --- -soo -.. I I ' \ / / I 1 ' 501- f I I I I 0 I co O> ' 0 I "' N ' 0 I "' N ' 0 \ •• L -- • • : .• • 0.63% / " EX STONE 500.04' BLKT. 500.37' I0 74 0 1,I � 0.13% • EX STONE 499.86' BLKT. 500.19' " TS I \9 EX STONE 499.41' BLKT. 499.74' n oS --------- 00 � REMOVE EXISTING TREE • EX STONE 499.37' BLKT. 499.70' ' 0 I 0 N 10'-o" ,. ' 0 0 I� I " -'1---'l--- --;==�-_;,s:-=s�;:=====;-"'l;l "' "'I -a N (0 l □.18%I EX STONE 499.45' • ---..o I 0 N 0 I 0 N • 0 0 N 0 I 0 N " 0 I "' N ;:, I 0 N " I 10'-0" " I 10'-0" - -------- (, I " / '" I "' "' - • / " ' 0 I "' "' " • " " " I a.so % 1 130•-o" " '-- ,. " 0.28% " -" " " BLKT. 499.78' -j).,0.L,--=�� ?,'> 6'-Q " 24'-o" EX STONE 498.95' BLKT. 499.28' " " ' 0 I co O>� -------- �..JL�_j__Jl._L_J_J.l__ _L....\,µ_-=t;;;J_...l._ _l___L_JL_l=::::L ..:c -,..ill _,_ __,,. 499 I I \ PROVIDE OPENING BETWEEN EXISTING CURB AND NEW CURBED CONG. ISLAND FOR DRAINAGE < I I \ \ CONTRACTOR TO DEVELOP A NEW DRAINAGE SWALE FROM EXISTING ACCESS ROAD TO EXISTING 24" CMP AS SHOWN \ \ 498 - � I I I _/.._J NEW PARKING LOT PLAN I / 24" INV. INSTALL COMPACTED STONE BASE TO ELEVATION INDICATED. INSTALL ASPHALT SURFACE PARKING LOT TO ELEVATION INDICATED, SEE DETAILS ON SHEET 5 INSTALL PAINTED ISLAND, PARKING SPACES LINES AND NUMBERS, SEE DETAIL ON SHEET 5 � 498- _- '-- - '-. INSTALL LIGHT POLES, SEE ELECTRICAL PLAN SHEET 6, FOR ADDITIONAL INFORMATION 1 I I I I ------ I 24 " CMP INV. 496.30' :---_ 7 - '\ '\ I I � I l ) _.----1 � \ I CMP 495.67' "'· '\ - '\ ' ) \ ITEM BM-1 CP-1 CP-2 "' BENCH MARK AND CONTROL POINT SCHEDULE NORTHING EASTING ELEVATION DESCRIPTION 1239315.6000 2834952.5220 504.21 TBM MAG SPIKE IN PWP 1239256.6120 2834969.0300 502.57 MAG NAIL 1239118.5220 2834866.7680 501 73 MAG NAIL GENERAL NOTES: CONTRACTOR TO INSTALL NEW ASPHALT PARKING LOT. WORK SHALL INCLUDE REMOVAL OF AN EXISTING TREE, STRIPPING OF TOP SOIL, SITE GRADING, BASE MATERIAL, BITUMINOUS SURFACE, CURBED CONCRETE ISLANDS AND STRIPING. 2. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATION OF THE FEDERAL, STATE, COUNTY AND LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY 4. THE CONTRACTOR SHALL NOTIFY, IN WRITING, THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED 5. TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE LIMITS OF PROPOSED STRUCTURES. TOPSOIL SHALL BE STRIPPED TO A DEPTH OF 6 INCHES. 6. AFTER STRIPPING TOPSOIL, THE SUBGRADE SHOULD BE PROOF-ROLLED WITH AN ADEQUATELY LOADED VEHICLE SUCH AS A FULLY LOADED TANDEM-AXLE DUMP TRUCK TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. AREAS EXCESSIVELY DEFLECTING SHOULD BE DELINEATED. RECOMMENDATIONS FOR DRYING, AMENDING AND / OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PAVED AND/OR BUILDING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION BY THE CONTRACTOR'S GEOTECHNlCAL TESTING REPRESENTATIVE. 7. WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS 8. CONTRACTOR TO ENSURE POSITIVE DRAINAGE AWAY FROM PARKING LOT. GRASS SHALL NOT CREATE BARRIER FOR DRAINAGE FROM PARKING LOT TO ADJACENT WATERWAYS / DITCH 9. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS, AFTER INSTALLATION, CONTRACTOR TO TEST FOR AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS 10. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. 11. FINAL GRADES AT THE PROJECT BOUNDARY SHALL MATCH EXISTING ELEVATIONS UNLESS OTHERWISE SHOWN. 12. ALL GRADES AT BOUNDARY SHALL MEET EXISTING. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH F1T AND CONTINUOUS GRADE. BUTT JOINT'S SHALL BE PROVIDED AT TRANSITIONAL AREAS BETWEEN PROPOSED AND EXISTING PAVEMENT. 13. CONTRACTOR TO SEED AND STRAW ALL DISTURBED AREAS AFTER ALL WORK IS COMPLETED. 14. CONTRACTOR SHALL PROVIDE EROSION CONTROL DURING CONSTRUCTION AS NECESSARY. ENLARGED SITE PLAN I I- r:/J w w ::i: b z <( w ..J z z > CJ :! oz w C a: ,: uz a. � ::i: a. J: z · -� I- ..... j:: >� ::i: z 0 W ' u. � 0 I- � 0� (/) z >- 0 >- � (/) a: 1i E,,.;lc: w ..... � == u REVISIONS BID SET C> 2024 !l-l.idwc,;1em Engincer,;. Jnc. 802 Wes! Broadway Strcc1 P.O. Box 295 Loogootee. Indiana 47553 OAIT JANUARY 2024 DESIGN J.W.W. DRAWN S.L.H. Q.C. CHECK C.W.R. PROJECT NUMBER 2021058-00 4 1 OF 7 Fll.£ NUMBER I 42695 Do Not Use Plan Previews for Take Off