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HomeMy WebLinkAbout12090016.210 9 8 I 7 I 6 GENERAL NOTES: 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION 3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY TH1= BIDDING CONTRACTORS. 5) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 6) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 7) BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 8) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND POSITIVE DRAINAGE PRESERVED. 9) THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT. 10) ALL DIMENSIONS ARE BASED ON FACE OF CURB OR BACK OF ROLL CURB OR FACE OF BUILDING. 11) COORDINATE CONSTRUCTION ACTIVITIES WITH ADJOINING WORK. VERIFY EXTENT OF ADJOINING WORK AND COORDINATE AS REQUIRED. 12) FIELD VERIFY EXISTING CURBS AND TAPER PROPOSED VERTICAL CURBS TO MATCH WITHIN A MIN. OF THREE (3) FEET. GENERAL SITE NOTES: 1. ALL DIMENSIONS ARE BASED FROM FACE OF CURB OR FACE OF BUILDING. 2. t DIMENSIONS INDICATE FIELD DIMENSION ADJUSTMENT AREA BASED ON ACTUAL FIELD LAYOUT COORDINATES. 4 0 5 O LEGEND FH# OH = EXIST. FIRE HYDRANT WM0 O = EXIST. WATER METER /VALVE 8 = EXIST. SIGN 0 = EXIST. MONITOR WELL • PKF = EXIST. IRON PIN & OR PK (SET /FOUND) ®GM 9 © = EXIST. GAS METER " ® = EXIST. GAS VALVE N ® = EXIST. STORM INLET O OO = EXIST. STORM /SAN. /TELE. MANHOLE EM° ® 9 = EXIST. ELECTRIC METER ® • )@� Ci Y = EXIST. POWER POLE /POWER POLE w/ LIGHT GAS = EXIST. GUY ANCHOR T.Ped0 ID = EXIST. TELEPHONE PEDESTAL ac = HVAC UNIT CO ■ = EXIST. CLEANOUT mMB = MAILBOX ®. = EXIST. LIGHT O eon = EXIST. BOLLARD T = EXIST. SANITARY SEWER LINE TBM = EXIST. STORM SEWER LINE — — —892-- — — = EXIST. CONTOURS = CONCRETE END SECTION (C.E.S.) 0 GP = GATE POST 0 = TRANSFORMER -- — = RIGHT —OF —WAY LINE — — — — — = PROPOSED SANITARY SEWER LINE = PROPOSED STORM SEWER LINE STM = PROPOSED HDPE ROOF DRAIN 4 0 = PROPOSED PIPE BOLLARD O = PROPOSED MANHOLE /$— = PROPOSED CONTOURS H94.50 = PROPOSED ELEVATION s~ � = DRAINAGE FLOW ARROW W = WATER LINE G = GAS LINE F.F.E. = FINISH FLOOR ELEVATION TC = TOP OF (MANHOLE / INLET) CASTING INV = INVERT (BOTTOM) ELEVATION OF (PIPE) RCP = REINFORCED CONCRETE PIPE CMP = CORRUGATED METAL PIPE CPP = CORRUGATED PLASTIC PIPE PVC = POLYVINYL CHLORIDE PIPE STR. = STRUCTURE M.E.G. = MATCH EXISTING GRADE SSD = SUB — SURFACE DRAINAGE TOC = TOP OF CURB GUT = GUTTER OUL = OVERHEAD UTILITY LINE T = TELEPHONE LINE TBM = TEMPORARY BENCHMARK E = ELECTRIC LINE = CONSTRUCTION LIMITS O 20 3 - PARKING SUMMARY - PARKING REQUIREMENT: CHURCH 1 SPACE PER FOUR (4) SEATS IN MAIN SEATING AREA. PARKING REQUIRED = 200 / 4 = 50 SPACES PARKING PROVIDED: 42 - ADDITIONAL STANDARD SPACES 0 - HANDICAP SPACES 70 - TOTAL SPACES (OVERALL) r 2 1 PLAN NOTES: OEXISTING PAINT STRIPE. 00 O2 CONTRACTOR TO PROVIDE 6" MINIMUM APPROVED TOPSOIL. OPROPOSED PAINT STRIPE s~ � ASPHALT PATH TO BE INSTALLED PER DETAIL ON O10' SHEET C201. U OPROPOSED STRAIGHT CURB mQ OCONCRETE PARKING LOT a, O7 EXISTING UTILITIES LINE TO BE LOCATED AND ABANDON O$ 2' -3' LANDSCAPING MOUND 110\�DO O9 WATER QUALITY BASIN z 10 CURB TURNOUT ° 11 STORM SEWER TO CONNECT INTO EXISTING STORM STIR. 12 PIPE AND RISER FOR WATER QUALITY BASIN 13 PARKING LOT LIGHTS (MATCH EXISTING LIGHTS) 0 00 W s~ � W —; Q � K U zo U ;b mQ b0 -- 00 I-D a, ■ Z W W p Cn 110\�DO U z z x z ° w 00 �t 00 CD .� - -- -d p w CD 0 . 0 � + r r-� rn 00 M C 'C SK. SHIN .`` Q• ._ �G15TE 1 2 "0 OF NAL / //nnnllll�� JAMES K. SHINNEMAN P.E. V rz V U h�l Q) ^ O CIO 71� k 1:4 M Know what's b @IOW. W U a Call before you dig. a Within Indiana Call SHEET NO. 811 or 800 - 382 -5544 24 Hours a Day, 7 Days a Week. of SCALE: 1" = 20' PER INDIANA STATE LAW IC 8 -1 -26, IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND PROJECT NO. LOCATION SERVICE TWO (2) WORKING 0 10 20 40 DAYS BEFORE COMMENCING WORK. W12.0086 W c w � W —; Z U zo wC) mQ j Q a, ■ Z W W m Ecu W c z z x SK. SHIN .`` Q• ._ �G15TE 1 2 "0 OF NAL / //nnnllll�� JAMES K. SHINNEMAN P.E. V rz V U h�l Q) ^ O CIO 71� k 1:4 M Know what's b @IOW. W U a Call before you dig. a Within Indiana Call SHEET NO. 811 or 800 - 382 -5544 24 Hours a Day, 7 Days a Week. of SCALE: 1" = 20' PER INDIANA STATE LAW IC 8 -1 -26, IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND PROJECT NO. LOCATION SERVICE TWO (2) WORKING 0 10 20 40 DAYS BEFORE COMMENCING WORK. W12.0086 w �ro� zo wC) mQ j Q I W W W W Q- w� zr z z x ° w w x a, ca ra Q U 7 SK. SHIN .`` Q• ._ �G15TE 1 2 "0 OF NAL / //nnnllll�� JAMES K. SHINNEMAN P.E. V rz V U h�l Q) ^ O CIO 71� k 1:4 M Know what's b @IOW. W U a Call before you dig. a Within Indiana Call SHEET NO. 811 or 800 - 382 -5544 24 Hours a Day, 7 Days a Week. of SCALE: 1" = 20' PER INDIANA STATE LAW IC 8 -1 -26, IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND PROJECT NO. LOCATION SERVICE TWO (2) WORKING 0 10 20 40 DAYS BEFORE COMMENCING WORK. W12.0086 w ra z = z o w SK. SHIN .`` Q• ._ �G15TE 1 2 "0 OF NAL / //nnnllll�� JAMES K. SHINNEMAN P.E. V rz V U h�l Q) ^ O CIO 71� k 1:4 M Know what's b @IOW. W U a Call before you dig. a Within Indiana Call SHEET NO. 811 or 800 - 382 -5544 24 Hours a Day, 7 Days a Week. of SCALE: 1" = 20' PER INDIANA STATE LAW IC 8 -1 -26, IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND PROJECT NO. LOCATION SERVICE TWO (2) WORKING 0 10 20 40 DAYS BEFORE COMMENCING WORK. W12.0086