Midwestern Engineers, Inc. Plan Preview
UTILITIES GENERAL NOTES SHEET INDEX TOPOGRAPHY SHOWN ON PLAN SHEETS IS INTENDED TO SHOW THE GENERAL LOCATION OF FENCES, CULVERTS, SHEET NO. DESIGNATION Electric: • Gas: 1 DRIVES, EXISTING UTILITIES, POINTS OF CONNECTION, ETC. HOWEVER; THE EXACT LOCATION AND QUANTITIES 1 COVER -- CenterPoint Energy Community Natural Gas Co., Inc. SHALL BE VERIFIED AT THE TIME OF CONSTRUCTION. PH, 800-227-1376 I 303 N. Washington St. THE HORIZONTAL LOCATION DATA IS BASED UPON THE INDIANA STATE PLANE COORDINATE SYSTEM (WEST ZONE) 2 INDEX AND GENERAL NOTES • P.O. Box 320 Telephone: Dale, IN 47523 2 REFERENCED TO THE 1983 NORTH AMERICAN DATUM (NAO 83). ELEVATIONS ARE BASED ON THE 1988 NORTH 3 TYPICAL SECTIONS PSC PH: 812-937-2376 AMERICAN VERTICAL DATUM (NAVO BB). 4 OVERALL MAP 11877 E. State Road 62 Knowwhat's below. Fax: 812-937-4860 3 THE CONTRACTOR SHALL CALL INDIANA UNDERGROUND SERVICES AT 811 PRIOR TO ANY CONSTRUCTION TWO FULL Saint Meinrad, IN 47577 Call beforeyou dig. dale@communitynaturalgas.com WORKING DAYS BEFORE CONSTRUCTION IS TO BEGIN. 5 PLAT No. 1 PH, 800-551-4899 THE LOCATION OF EXISTING UTILffiES ITC. SHOWN ON THESE PLANS ARE NOT THE EXACT LOCATIONS BUT ONLY A 6-10 PLAN AND PROFILE - STREETS Lin-Gas GENERAL LOCATION. ALTHOUGH THESE PLANS HAVE ATTEMPTED TO SHOW ALL EXISTING UTILITIES, THE AT&T 533 E. Medcalf St. 4 CONTRACTOR SHALL NOT ASSUME ALL EXISTING UTILITIES HAVE BEEN SHOWN. THEREFORE IT SHALL BE THE 11-14 PLAN AND PROFILE - STORM 240 N. Meridian St., Room 1791 Dale, IN 47523 CONTRACTORS RESPONSIBILITY TO SEE THAT ALL EXISTING UTILffiES WITHIN CONSTRUCTION AREAS ARE CLEARLY 15 PAVEMENT MARKlNG AND SIGNAGE PLAN Indianapolis, IN 46204 PH: 800-850-4380 MARKED IN THE FIELD PRIOR TO ANY CONSTRUCTION IN THE AREA. PH: 317-265-3050 Fax: 812-424-9056 16 CURB RAMP DETAILS PROPERTY LINES, WHERE SHOWN, ARE BASED ON COUNTY PLAT RECORDS. THE SAID PROPERTY LINES ON THESE Cable: Water: s SHEETS DO NOT REPRESENT PROPERTY SURVEYS, BUT ARE ONLY APPROXIMATE LOCATIONS FOR REFERENCE 17-19 TYPICAL DETAILS PSC Town of Dale PURPOSES ONLY. 20 STRUCTURE DATA TABLE 11877 E. State Road 62 103 S. Wallace St. THE CONTRACTOR SHALL BE REQUIRED TO IMPLEMENT DUST CONTROL MEASURES (SURFACE WETTING) AS 21-22 PIPE MATERIALS TABLE Saint Meinrad, IN 47577 Dale, IN 47523 6 NECESSARY TO MINIMIZE FUGffiVE DUST EMISSIONS. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED PH, 800-551-4899 PH, 812-937-2086 OR SODDED, UNLESS OTHERWISE SHOWN. 23-27 CROSS SECTIONS AT&T Sewer: 7 THE CONTRACTOR SHALL BE REQUIRED TO FIELD VERIFY EXISTING STRUCTURE AND PIPE DATA AND REPORT ANY 28 MAINTENANCE OF TRAFFIC DISCREPANCIES TO THE ENGINEER PRIOR TO ORDERING NEW STRUCTURES. 240 N. Meridian St., Room 1791 Town of Dale 29-31 STORMWATER PREVENTION PLAN Indianapolis, IN 46204 3794 E. 1800 N. FOR ANY EXCAVATION WITHIN PAVED AREAS FOR MANHOLE ADJUSTMENTS, VALVE BOX ADJUSTMENTS, INLET PH: 317-265-3050 Dale, IN 47523 8 ADJUSTMENTS OR RELOCATIONS, METER ADJUSTMENTS OR RELOCATIONS, FIRE HYDRANT RELOCATIONS, ITC., THE PH, 812-937-2040 CONTRACTOR SHALL REPLACE THE EXCAVATED MATERIAL WITH FLOWABLE ALL THE CONTRACTOR SHALL NOTIFY, IN WRffiNG, THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON 9 THESE PLANS. 10 ALL CONSTRUCTION METHODS & MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY/TOWN, OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 11 FINAL GRADES AT THE PROJECTBOUNDARY SHALL MATCH EXISTING ELEVATIONS UNLESS OTHERWISE SHOWN. WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING 12 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 13 MATERIAL. AREAS EXCESSIVELY DEFLECTING SHOULD BE DELINEATED. RECOMMENDATIONS FOR DRYING, AMENDING, ANO/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PAVED AREAS WILL BE DETERMINED AT THE LOCAL AGENCIES TIME OF CONSTRUCTION BY THE CONTRACTOR'S GEOTECHNICAL TESTING REPRESENTATIVE. CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL DRAWINGS AND SPECIFICATIONS TO DETERMINE THE 14 EXTENT OF EXCAVATION AND DEMOLITION REQUIRED TO RECEIVE SITE IMPROVEMENTS. INDIANA DEPARTMENT DF TRANSPORTATION Vincennes District, Vincennes, IN 47591 15 CONTRACTOR SHALL COORDINATE ALL WORK WITH THE OWNER AND ITS REPRESENTATIVES. PH, 812-882-8330 16 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. SPENCER COUNTY COMMISSIONERS James Seiler, District 1 17 ALL UNPAVED DISTURBED AREAS SHALL SE SODDED. Heather Gries, District 2 18 THE WIDTH OF ALL CONNECTING PRIVATE SIDEWALKS SHALL MATCH THE WIDTH OF THE EXISTING SIDEWALK UNLESS Thomas Brown, District 3 OTHERWISE NOTED IN THE PLANS. REVISIONS 200 Main St. CONTRACTOR TO POTHOLE AND VERIFY DEPTH OF ALL UTILITIES PRIOR TO SHOP DRAWING SUBMITTAL$ FOR ALL Room 6 19 PROPOSED STORM SEWER INFRASTRUCTURE. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES OR SHEET NO. DATE REVISED Rockport, IN 47635 CONFLICTS. PH, 812-649-6004 DALE TOWN COUNCIL Ray Striegel, President Ken Beasley, Vice President Cindy Morrison, Clerk-Treasurer Deloss Painter Larry May REVlSIONS Don Wertman 103 N. Wallace St. Dale, In 47523 PH, 812-937-2086 GRADING, UTILITIES, & DRAINAGE NOTES 1 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. 2 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND GRADES ON THE FOUND AND REPORT ANY DISCREPANCIES IMMEDIATELY TO THE OWNER. ALL GRADING 15 TO E SMOOTH AND CONTINUOUS WHERE PROPOSED SURFACES MEET EXISTING SURFACES. 3 ELIMINATE ROUGH SPOTS AND ABRUPT GRADE CHANGES AND MEET LINE AND GRADE OF EXISTING CONDffiONS WITH NEW IMPROVEMENTS. 4 CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE (1.5% MINIMUM) AWAY FROM ALL BUILDING FOUNDATIONS AND STRUCTURES. s CONTRACTOR SHALL ENSURE ALL AREAS ARE PROPERLY ITCHED TO DRAIN, WITH NO SURFACE WATER PONDING OR PUDDLING. LEGEND MINIMUM CROSS SLOPE ON ALL WALKWAYS WILL BE 1:100 OR 1.0% TO PROVIDE POSffiVE DRAINAGE. MAXIMUM Z/1/2021 6 ALLOWABLE CROSS SLOPE WILL BE 1:50 OR 2%. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE 0 Tree REPORTED TO THE OWNER PRIOR TO CONTINUING WORK. - 6"W 6"W Existing Water Main and Size 7 ALL UTILITY GRATES, COVERS, OR OTHER SURFACE ELEMENTS INTENDED TO BE EXPOSED AT GRADE SHALL BE FLUSH -cO-' Buried Telephone Cable WITH THE ADJACENT FINISHED GRADE AND ADJUSTED TO PROVIDE A SMOOTH TRANSffiON AT ALL EDGES. -w WI! w Existing Gate Valve EXCAVATION REQUIRED WITHIN PROXIMITY OF KNOWN EXISTING UTILITY LINES SHALL BE DONE BY HAND. t 8 CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES CAUSED DURING w t,, Existing Flush Hydrant � Gas Main CONSTRUCTION OPERATIONS AT NOT COST TO THE OWNER. --w BID SET � WHERE NEW EARTHWORK MEET EXISTING EARTHWORK, CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY wLw HT High Tensile Fence 9 INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDS AT ALL TOP AND BOTTOM OF SLOPES. --w Existing Fire Hydrant �,-- Woven Or Barbed Wire Fence "™ Existing Storm Sewer & Manhole C 2024 Mirlwesl�m Engineers. Inc. 802 West Broadway Stn:e1 P.O. Box 295 Loogootee. Indian;, 47553 z --WI ,- Wrought Iron Or Chain Link Fence SAN ----e--- Existing Sanitary Sewer & Manhole DATE --£ /- Electric Or Wood Fence FEBRUARY 2024 z �� I ·I Existing Sidewalk • � Guy Wire Utility Pole With I I Proposed 4" Concrete Sidewalk DESIGN CWRt'.'BDH DRAWN ", [0�0�0�0�0�0�01 Proposed Tactile Warning ORK Q.C. CHECK N --------- Proposed Water Main PROJECT NUMBER N , 2023030-02 � 0 Proposed Gate Valve � u cW �. ·'.'l o - ';!; �N s ,9 NO � 0� • /J �g �S' - "' .z il t;; <' -" = £� r-.iO �u zZ 8� ti) 0 N -s -s ". <" -0?- Proposed 3-Way Fire Hydrant & Gate Valve -- -- -- -- -- Proposed Storm Sewer -- -- -- -- -- □ Proposed Inlet INDEX AND GENERAL NOTES 2 2 OF 31 I FILE NUMBER I 43869 Do Not Use Plan Previews for Take Off
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