Midwestern Engineers, Inc. Plan Preview

0 N 00 0 � ; ' .! ' � ' ' i ' . ± � ' ' , =, ! \ . ,. i ' 1 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 1 2 3 4 5 6 7 8 9 ' GENERAL NOTES TOPOGRAPHY SHOWN ON PLAN SHEETS rs INTENDED TO SHOW THE GENERAL LOCATION OF FENCES, CULVERTS, DRIVES, EXISTING UTILITIES, POINTS OF CONNEmON, ETC HOWEVER; THE EXACT LOCATION AND QUANTITIES SHALL BE VERIFIED AT THE TIME OF CONSTRUmON. THE HORIZONTAL LOCATION DATA IS BASED UPON THE INDIANA STATE PLANE COORDINATE SYSTEM (WEST ZONE) REFERENCED TO THE 1983 NORTH AMERICAN DATUM (NAO 83). ELEVATIONS ARE BASED ON THE 1988 NORTH AMERICAN VERTICAL DATUM (NAVO 88). THE CONTRACTOR SHALL CALL INDIANA UNDERGROUND SERVICES AT 811 PRIOR TO ANY CONSTRUCTION TWO FULL WORKING DAYS BEFORE CONSTRUCTION IS TO BEGIN. THE LOCATION OF EXISTING UTILillES ETC. SHOWN ON THESE PLANS ARE NOT THE EXACT LOCATIONS BUT ONLY A GENERAL LOCATION. ALTHOUGH THESE PLANS HAVE ATTEMPTED TO SHOW ALL EXISTING UTILITIES, THE CONTRACTOR SHALL NOT ASSUME ALL EXISTING UTIUTIES HAVE BEEN SHOWN. THEREFORE IT SHALL BE THE CONTRACTORS RESPONSIBIUTY TO SEE THAT ALL EXISTING UTILITIES WITHIN CONSTRUCTION AREAS ARE CLEARLY MARKED IN THE FIELD PRIOR TO ANY CONSTRUCTION IN THE AREA. PROPERTY LINES, WHERE SHOWN, ARE BASED ON COUNTY PLAT RECORDS. THE SAID PROPERTY LINES ON THESE SHEETS DO NOT REPRESENT PROPERTY SURVEYS, BUT ARE ONLY APPROXIMATE LOCATIONS FOR REFERENCE PURPOSES ONLY. THE CONTRACTOR SHALL BE REQUIRED TO IMPLEMENT DUST CONTROL MEASURES (SURFACE WITTING) AS NECESSARY TO MINIMIZE FUGillVE DUST EMISSIONS. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED, UNLESS OTHERWISE SHOWN. THE CONTRACTOR SHALL BE REQUIRED TO FIELD VERIFY EXISTING STRUCTURE AND PIPE DATA AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO ORDERING NEW STRUCTURES. FOR ANY EXCAVATION WITHIN PAVED AREAS FOR MANHOLE ADJUSTMENTS, VALVE BOX ADJUSTMENTS, INLET ADJUSTMENTS OR RELOCATIONS, METER ADJUSTMENTS OR RELOCATIONS, FIRE HYDRANT RELOCATIONS, ETC., THE CONTRACTOR SHALL REPLACE THE EXCAVATED MATERIAL WITH FLOWABLE FILL. THE CONTRACTOR SHALL NOTIFY, IN WRITING, THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS. ALL CONSTRUCTION METHODS & MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY/TOWN, OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDimON. FINAL GRADES AT THE PROJECT BOUNDARY SHALL MATCH EXISTING ELEVATIONS UNLESS OTHERWISE SHOWN. WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. 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 AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION BY THE CONTRACTOR'S GEOTECHNICAL TESTING REPRESENTATIVE. CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL DRAWINGS AND SPECIFICATIONS TO DETERMINE THE EXTENT OF EXCAVATION AND DEMOUTION REQUIRED TO RECEIVE SITE IMPROVEMENTS. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE OWNER AND ITS REPRESENTATIVES. CONTRACTOR SHALL FOLLOW ALL TERMS AND CONDffiONS OF THE CONSTRUCTION STORMWATER GENERAL PERMIT TO BE OBTAINED BY THE TOWN PRIOR TO THE START OF CONSTRUCTION. ALL UNPAVED DISTURBED AREAS SHALL RECEIVE 8" MIN. OF TOPSOIL TO FINAL GRADE FOLLOWED BY SOD. THE WIDTH OF ALL CONNECTING PRIVATE SIDEWALKS SHALL MATCH THE WIDTH OF THE EXISTING SIDEWALK UNLESS OTHERWISE NOTED IN THE PLANS. CONTRACTOR TO POTHOLE AND VERIFY DEPTH OF ALL UTIUTIES PRIOR TO SHOP DRAWING SUBMITTAL$ FOR ALL PROPOSED STORM SEWER INFRASTRUCTURE. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES OR CONFLICTS. GRADING, UTILITIES, & DRAINAGE NOTES ALL WORK RELATING TO INSTALLATION, RENOVATION OR MODIFICATION OF WATER, DRAINAGE, AND OR SEWER SERVICES SHALL BE PERFORMED IN ACCORDANCE WITH PLANS WHERE APPLICABLE, AND APPLICABLE STATE CODES. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND GRADES ON THE FOUND AND REPORT ANY DISCREPANCIES IMMEDIATELY TO THE OWNER. ALL GRADING IS TO BE SMOOTH AND CONTINUOUS WHERE PROPOSED SURFACES MEET EXISTING SURFACES. ELIMINATE ROUGH SPOTS AND ABRUPT GRADE CHANGES AND MEET LINE AND GRADE OF EXISTING CONDffiONS WITH NEW IMPROVEMENTS. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE (1.5% MINIMUM) AWAY FROM ALL BUILDING FOUNDATIONS AND STRUCTURES. CONTRACTOR SHALL ENSURE ALL AREAS ARE PROPERLY DITCHED TO DRAIN, WITH NO SURFACE WATER PONDING OR PUDDLING. MINIMUM CROSS SLOPE ON ALL WALKWAYS WILL BE 1:100 OR 1.0% TO PROVIDE POSillVE DRAINAGE. MAXIMUM ALLOWABLE CROSS SLOPE WILL BE 1:50 OR 2%. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER PRIOR TO CONTINUING WORK. ALL UTILITY GRATES, COVERS, OR OTHER SURFACE ELEMENTS INTENDED TO BE EXPOSED AT GRADE SHALL BE FLUSH WITH THE ADJACENT FINISHED GRADE AND ADJUSTED TO PROVIDE A SMOOTH TRANSffiON AT ALL EDGES. EXCAVATION REQUIRED WITHIN PROXIMITY OF KNOWN EXISTING UTILITY LINES SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES CAUSED DURING CONSTRUCTION OPERATIONS AT NOT COST TO THE OWNER. WHERE NEW EARTHWORK MEET EXISTING EARTHWORK, CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDS AT ALL TOP AND BOTTOM OF SLOPES. UTILITIES Electric: • Gas: -- CenterPoint Energy Community Natural Gas Co., Inc. Jeremiah Q. Parker I 303 N. Washington St. PH: 812-491-4754 � P.O. Box 320 jeremiah.parker@centerpointenergy.com Dale, IN 47523 PH: 812-937-2376 Telephone: Knowwhat'S below. Fax: 812-937-4860 PSC Call beforeyou dig. dale@communitynaturalgas.com 11877 E. State Road 62 Saint Meinrad, IN 47577 Un-Gas PH: 800-511-4899 533 E. Medcalf St. Dale, IN 47523 AT&T PH: 800-850-4380 240 N. Meridian St., Room 1791 Fax: 812-424-90S6 Indianapolis, IN 46204 PH: 317-265-3050 Water: Town of Dale Cable: 103 S. Wallace St. PSC Dale, IN 47523 11877 E. State Road 62 PHc 812-937-2086 Saint Meinrad, IN 47577 PH: 800·511-4899 Sewer: Town of Dale AT&T 3794 E. 1800 N. 240 N. Meridian St., Room 1791 Dale, IN 47523 Indianapolis, IN 46204 PH: 812-937-2040 PH: 317-265-3050 LOCAL AGENCIES INDIANA DEPARTMENT OF TRANSPORTATION Vincennes District, Vincennes, IN 47591 PH: 812-882-8330 SPENCER COUNTY COMMISSIONERS James Seiler, District 1 Heather Gries, District 2 Thomas Brown, District 3 200 Main St. Room 6 Rockport, IN 47635 PH: 812-649-6004 LEGEND -- 6"W -w 9 w _f w t -w_j_w 8 1. < I I 1�0�0�0�01 ------ 0 -0?- - - -- -- - -- -- D SHEET INDEX SHEET NO. DESIGNATION 1 COVER 2 INDEX AND GENERAL NOTES 3 SITE PLAN 4 FLOOR PLAN 5 STRUCTURAL PLANS 6 SECTIONS AND DOOR DETAILS 7 ELEVATIONS 8 HVAC PLAN 9 PLUMBING PLAN 10 MECHANICAL SCHEDULES 11 ELECTRICAL PLAN 12 GENERAL CONSTRUmON SPECIFICATIONS REVISIONS SHEET NO. DATE REVISED Existing Water Main and Size 0 Tree Existing Gate Valve s-0-> Buried Telephone Coble - Gas Main Existing Flush Hydrant HT High Tensile Fence Existing Fire Hydrant �x-- Woven Or Barbed Wire Fence Existing Storm Sewer & Manhole --WI t- Wrought Iron Or Chain Link Fence Existing Sanitary Sewer & Manhole ---£ /- Electric Or Wood Fence Existing Sidewalk &--c, Utility Pole With Guy Wire Proposed 4" Concrete Sidewalk Proposed Tactile Warning Proposed Water Main Proposed Gate Valve Proposed 3-Way Fire Hydrant & Gate Valve Proposed Storm Sewer Proposed Inlet INDEX AND GENERAL NOTES REVlSIONS ,,11\llllll!/11,, ,,,, , ,I KIO 1 1 1 1 1 ,, '\ I'll• /J, 1, ,�'ox- · ····1 · s"1 ·£· ···.;"<:.,<'"� f"'-�--�·s, Rei/·.. <% :: : No. .._ -:;:. ::c PE12100483 • ":::. ::: . : BID SET C 202.t Midv,e,(ern Engin�er�. Joc. �02 w��l llrna,lway Sire-et P.O. Box 295 Loo;,ootc'C. !n,:!i.,na 47553 DATE AUGUST 2024 DESIGN T.M.K. DRAWN S.L.H. a.c. CHECK C.W.R. PROJECT NUMBER 2024056-00 2 2 OF 12 I FILE NUMBER I 44280 Do Not Use Plan Previews for Take Off