Midwestern Engineers, Inc. Plan Preview

\ I / \ I I I �, I J� � I I l ,----;_\ \I , 1 ---- '� \ ' /�---�, � • .,,, V \ , \' � �\ )__,,-- '\ \ 'i '�, t' \ \ \ � - / CONTR A CTOR TO DEVELOP A NEW DRAIN A GE SWALE FROM EXISTING A CCESS r, / - -�. . -1 RO A D TO EXISTING 24" CMP \ I ) / / ) 1/ / - --------- - -- R!W RiW°� rw,/ ' > / I , , \ \\� J I __,,.--/ I c___ � V � A _ S _ S_ H_ O_ W_ N_____� - ' r------ "' ,,.... -...... / v--_,J � ' � / \ - I ( j \ EXISTING 24" CMP ..---------. INV. 495.67' //7 I f / I ( \ If! I I \ \ I I f \\ � ( I /' \\\I \ \�� � ', �\ I I I / \ \ \ ) '� f � 0 0 � NEW COMPOSITE ELEV A TED W A TER STORAGE T A NK No. 5 BY DIVISION I NEW COMPOSITE T A NK SITE WORK BY DIVISION 18 OVERFLOW ELEV A TION= 660.0' TOP OF FOOTER= 501.50' So 0 " ,,, .. - ' w - .- ..... • ) CP-2 'L_ ec--- RICHARD BAUER DR. ec--- I I I I \ Ii� l \;, 111 I� I I ' I \ ] INST A LL NEW CURBED CONCRETEISLANOS,SEE SHEET 4 & 5 FOR A DDITION A L INFORM A TION INST A LL NEW A SPH A LT SURF A CE P A RKING LOT, SEE SHEET 4 & 5 FOR A DDITION A L INFORM A TION e ' CJ / I I 1 0 I !01(·' 1- I I ( ( I / v e " I EX. MH BUEN : VISTA D� EX. MH I ---------- I J 1r ::: '- (/' ITEM BM-1 \ \ CP-1 \ CP-2 r 6 \) \ 0 ( \ 0 0 V 0 I EX. MH BENCH MARKAND CONTROL POINT SCHEDULE NORTHING E A STING ELEVATION DESCRIPTION 1239315.6000 2834952.5220 504.21 TBM M A G SPIKE IN PWP 1239256.6120 2834969.0300 502.57 M A G N A IL 1239118.5220 2834866.7680 501.73 M A G N A IL GENERAL NOTES: 1. CONTR A CTOR TO INST A LL NEW A SPH A LT P A RKING LOT. WORK SH A LL INCLUDE REMOVAL OF A N EXISTING TREE, STRIPPING OF TOP SOIL, SITE GR A DING, BASE MATERI A L, BITUMINOUS SURF A CE, CURBED CONCRETE ISL A NDS A ND STRIPING. 2. A LL CONSTRUCTION METHODS AND M A TERIALS MUST CONFORM TO CURRENT ST A ND A RDS A ND SPECIFIC A TION OF THE FEDERAL, ST A TE, COUNTY A ND LOCAL REQUIREMENTS, WHICHEVER H A S JURISDICTION. 3. THE CONTR A CTOR SH A LL VERIFY A LL DIMENSIONS IN THE FIELD PRIOR TO ST A RTING CONSTRUCTION. THE CONTR A CTOR SH A LL BE RESPONSIBLE FOR A LL FIELD DIMENSIONS. IF A NY DISCREP A NCIES A RE FOUND IN THESE PLANS FROM THE A CTU A L FIELD CONDITIONS, THE CONTR A CTOR SH A LL NOTIFY THE ENGINEER IMMEDI A TELY. 4. THE CONTRACTOR SH A LL NOTIFY, IN \NRITING. THE OWNER A ND THE ENGINEER OF A NY CH A NGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 5. TOPSOIL SH A LL BE STRIPPED FROM A LL A RE A S TO RECEIVE P A VING A ND FROM WITHIN THE LIMITS OF PROPOSED STRUCTURES. TOPSOIL SHALL BE STRIPPED TO A DEPTH OF 6 tNCHES 6. A FTER STRIPPINGTOPSOIL. THE SUBGR A DE SHOULD BE PROOF-ROLLED WITH AN A DEQU A TELY LO A DED VEHICLE SUCH A S A FULLY LO A DED TANDEM- A XLE DUMP TRUCK TO DETERMINE LOC A TIONS OF A NY POCKETS OF UNSUIT A BLE MATERI A L. ARE A S EXCESSIVELY DEFLECTING SHOULD BE DELINEATED. RECOMMEND A TIONS FOR DRY\NG, A MENDING A ND / OR REMOV A L OF A NY UNSUIT A BLE M A TERI A L WITHIN THE PROPOSED P A VED A ND/OR BUILDING A RE A S WILL BE DETERMINED A T THE TIME OF CONSTRUCTION BY THE CONTR A CTOR'S GEOTECHNICAL TESTING REPRESENTATIVE. 7. WHEN PERFORMING GR A DING OPER A TIONS DUR!NG PERIODS OF WET WEATHER, PROVIDE A DEQU A TE DEW A TERING, DR A IN A GE A ND GROUND W A TER M A N A GEMENT TO CONTROL MOISTURE OF SOILS. 8. CONTRACTOR TO ENSURE POSITIVE DR A IN A GE AW A Y FROM P A RKING LOT. GR A SS SH A LL NOT CREATE B A RRIER FOR DR A INAGE FROM P A RKING LOT TO A DJ A CENT W A TERW A YS / DITCH. 9. PROVIDE POSITIVE DR A INAGE WITHOUT PONDING, IN A LL A RE A S, AFTER INST A LL A TION, CONTR A CTOR TO TEST FOR A NO CORRECT, IF A NY, "'BIRD B A TH" CONDITIONS. 10. A LL SPOT ELEV A TIONS ARE TO FINISHED GR A DE. 11. FIN A L GR A DES A T THE PROJECT BOUND A RY SH A LL M A TCH EXISTING ELEVATIONS UNLESS OTHERWISE SHOWN. 12. ALL GRADES A T BOUNDARY SHALL MEET EXISTING. CONTR A CTOR SH A LL A DJUST AND/OR CUT EXISTING PAVEMENT A S NECESS A RY TO A SSURE A SMOOTH FIT A ND CONTINUOUS GR A DE. BUTT JOINT'S SHALL BE PROVIDED A T TR A NSITIONAL ARE A S BE1WEEN PROPOSED A ND EXISTING PAVEMENT. 13. CONTR A CTOR TO SEED A ND STR A W A LL DISTURBED A REAS A FTER A LL WORK IS COMPLETED. 14. CONTRACTOR SHALL PROVIDE EROSION CONTROL DURING CONSTRUCTION AS NECESS A RY. OVERALL SITE PLAN REVISIONS BID SET C 2024 Midwesiem Engin�ers. Inc. 802 Wes! Bro.sdway S!r�et P.O. Bo� 295 Loogootee. Jndiuna 47553 DATE JANUARY 2024 DESIGN J.W.W. DRAWN S.L.H. a.c. CHECK C.W.R. PROJECT NUMBER 2021058-00 3 ' OF 7 I FllE NUMBER 42696 I Do Not Use Plan Previews for Take Off