Midwestern Engineers, Inc. Plan Preview

LEGEND - -w, ---w--- EXISTING WATER MAIN EXISTING FIRE HYDRANT .. EXISTING GATE VALVE EXISTING WATER METER ____ ,,_,____ EXISTING SANITARY SEWER ----S,M---- 8 EXISTING SANITARY MANHOLE ----S,M---- EXISTING STORM SEWER 8 EXISTING STORM MANHOLE EXISTING STORM INLET - - - G- - - EXISTING GAS LINE EXISTING BURIED ELECTRIC - - -BCAT - - - EXISTING BURIED TELE/COMM CABLE GENERAL GRADING NOTES 1. WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. 2. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED. 3. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURINGCONSTRUCTION (IN COOPERATIONWITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 4. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. S. ALL GRADES AT BOUNDARY SHALL MEET EXISTING. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. BUTT JOINTS SHALL BE PROVIDED AT TRANSITIONAL AREAS BETWEEN PROPOSED AND EXISTING PAVEMENT. 6. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTORMUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 7. 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. 8. ANY PART OF THE UTILITY PIPE TRENCHES RUNNING WITHIN 5 FEET OF PAVED AREAS TO BE BACKFILLED WITH COMPACTED GRANULAR MATERIAL. 9. ALL SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 2.0% AND A MAXIMUM RUNNING SLOPE OF 5.0% (1:20}. 10. CONTRACTOR TO ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS/SIDEWALK. GRASS SHALL NOT CREATE BARRIER FOR DRAINAGE FROM SIDEWALK TO OUTFALL. 11. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SODDED UNLESS OTHERWISE SHOWN. 12. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS, AFTER INSTALLATION. CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS. 13. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 14. 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 15. FILL REQUIRED TO ACHIEVE DESIGN GRADE SHOULD BE CLASSIFIED AS STRUCTURAL FILL. 16. CONTRACTOR SHALL PROVIDE EROSION CONTROL DURING CONSTRUCTION INCLUDE INLET PROTECTION, SILT FENCE, ETC. IIIIll -1 7% 492 \ I 494 - 3 - C EXISTING STREET SIGN EXISTING TREE EXISTING LIGHT POLE RELOCATED LIGHT POLE PROPOSED STORM SEWER PROPOSE STORM INLET PROPOSED ASPHALT LOT PROPOSED CONCRETE DEMOLITION AREA / \ " Concrete" TRANSITION FROM EX. ASPHALT PROPOSED GRADE SURFACE FLOW I� \ \ l / / / / ' TC �9249 EX. TC 492 95 EX ,. z 1 BC 492 46 IEX EP 492 77� \ I I REFER TO SHEET 5 ·;i; " FOR DETAILS / REFER TO SHEET 5 FOR DETAILS \ \ \ ! � 91 \ 1 � I � -------- G ', • \ 491.97 TC 492.85 1 BC 493.05 TC 493.55 �•·f- --L1 -r"'----++-J I \ \ EX. EP 493.36 ' I I ii �7 ik IBC 493.22 l = E� X-. B� C-49322� • I IEX BC 493210 -== BC F 49= 3 = .3 = 0# \ I 0 I I 1: I I I 1493 56' � ___ J l q ::;...----- 493.00 , .":Y ' 7/ BC 493.24 BUILDING BC 494.50 BC 494.50 \ I I BC 493 71 TC 494.21 \ iv- ---�-----�-�-----t--------t==-lo ---lo --- l o ---lo ---lo ( \ \ \ \ \ \ \ \ \ SAN-�--•t S,l,N-­ '> '• \ I EX. TC 491.82± 492.35 1'_ \ \ \ I I \ I \ I \ \ � \ D \ I ' \ APPROXIMATE 18"-24" WIDE AREA BETWEEN CURBS TO BE GRADED TO ELEVATIONS SHOWN GRADE BEHIND THE LOT CURB WILL BE 6" BELOW TC AND THE GRADE AT ORANGE ST CURB WILL BE THE TC THE AREA WILL BE SODDED. IMPLEMENT RUBBING ON EXPOSED BACK SIDE OF THE LOT CURB. EX. TC 49228± 493 05 493.71 I , EX. TC 493 03± I '--- I I I \ \ \ \ ) EX TC 493 99±1 l �EX TC 49426' 1 494.70 - I \ I I I I / \ \ \ -SAN SAN SAN--� J 7 I / / / / I I I I I I I I I I I I I I I 10 I I I I I I I 5 I I I I 0 I 10 I I I I I I I I I I �_,.,N - �SAN---S'N-t---SAN---SAN---SAN-- 1 �-SAN-- / / I / / I / ------ / I I 1 ' / / I / --- I I / f I / --- I / / / / I / "- "GRADING PLAN SHEET / / / REVISIONS BID SET C 2023 Midwe,1�m Enginoors. lnc. 802 West Broadway S!rec! P.O. Box 295 Loogootee, Indium, 47553 DATE SEPT. 2023 DESIGN CWR DRAWN MKWi'.DRK a.c. CHECK PROJECT NUMBER 2023024-02 6 6 OF 6 I FILE NUMBER I 43338 Do Not Use Plan Previews for Take Off