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HomeMy WebLinkAbout12090016.710 sI O'I m 9 8 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 THE 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 FNGINEER 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 5 O LEGEND FH# 0+ = EXIST. FIRE HYDRANT WM • a = EXIST. WATER METER /VALVE B = EXIST. SIGN 0 = EXIST. MONITOR WELL • PKF = EXIST. IRON PIN & OR PK (SET /FOUND) ®GM ® © = EXIST. GAS METER na ® = EXIST. GAS VALVE ® = EXIST. STORM INLET O OO = EXIST. STORM /SAN. /TELE. MANHOLE EM- © © = EXIST. ELECTRIC METER ® 0)@� 0-0 = EXIST. POWER POLE /POWER POLE w/ LIGHT GA C = EXIST. GUY ANCHOR T.Ped ® M = EXIST. TELEPHONE PEDESTAL nC = HVAC UNIT CO ■ = EXIST. CLEANOUT mmB = MAILBOX GUT = EXIST. LIGHT 0BOL = EXIST. BOLLARD _— = EXIST. SANITARY SEWER LINE TBM = EXIST. STORM SEWER LINE — — —g9g— — — = EXIST. CONTOURS = CONCRETE END SECTION (C.E.S.) 0 GP = GATE POST FOR = TRANSFORMER -- — = RIGHT —OF —WAY LINE — — — — — = PROPOSED SANITARY SEWER LINE = PROPOSED STORM SEWER LINE STM = PROPOSED HDPE ROOF DRAIN 4 3 1 2 - PARKING SUMMARY - PARKING REQUIREMENT: CHURCH 1 SPACE PER FOUR (4) SEATS IN MAIN SEATING AREA. PARKING REQUIRED = 200 / 4 = 50 SPACES PARKING PROVIDED: 32 - STANDARD SPACES 0 - HANDICAP SPACES 32 - TOTAL SPACES 1 PLAN NOTES: OEXISTING PAINT STRIPE. 2 CONTRACTOR TO PROVIDE 6" MINIMUM APPROVED TOPSOIL BETWEEN BUILDING AND CURB. OPROPOSED PAINT STRIPE 4O PROPOSED STRAIGHT CURB OTEMPORARY GRAVEL PARKING LOT OPROPOSED NEW FENCE LOCATION, TO REPLACE REMOVED FENCE OLIMITS OF GRAVEL O8 EXISTING UTILITIES LINE TO BE LOCATED AND ABANDON Og PROPOSED PAINT HATCH ISLAND 10 PAVEMENT SHALL BE SAW —CUT FOR CLEAN EDGE FOR INSTALLATION OF PROPOSED STRAIGHT CURB 11 MATCH EXISTING CURB 12 CURB TURN OUT. SEE DETAIL. W/ RIP RAP PROTECTION 13 TYPE "A" STORM STRUCTURE (SEE DETAIL). TO BE SET FLUSH WITH PROPOSED GROUND. FUTURE SWALE TO BE CUT DOWN 1' AROUND STR. TO ALLOW FOR FUTURE WATER QUALITY. 14 CONNECTION INTO EXISTING STORM STRUCTURE 15 PROPOSED LIGHT �I I Know what's below. 0111 before you dig. Within Indiana Call 811 or 800 - 382 -5544 24 Hours o Day, 7 Days a Week. SCALE: 1 = 20' PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING 0 10 20 40 DAYS BEFORE COMMENCING WORK. = PROPOSED PIPE BOLLARD O = PROPOSED MANHOLE — = PROPOSED CONTOURS 894.50 = PROPOSED ELEVATION 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 3 1 2 - PARKING SUMMARY - PARKING REQUIREMENT: CHURCH 1 SPACE PER FOUR (4) SEATS IN MAIN SEATING AREA. PARKING REQUIRED = 200 / 4 = 50 SPACES PARKING PROVIDED: 32 - STANDARD SPACES 0 - HANDICAP SPACES 32 - TOTAL SPACES 1 PLAN NOTES: OEXISTING PAINT STRIPE. 2 CONTRACTOR TO PROVIDE 6" MINIMUM APPROVED TOPSOIL BETWEEN BUILDING AND CURB. OPROPOSED PAINT STRIPE 4O PROPOSED STRAIGHT CURB OTEMPORARY GRAVEL PARKING LOT OPROPOSED NEW FENCE LOCATION, TO REPLACE REMOVED FENCE OLIMITS OF GRAVEL O8 EXISTING UTILITIES LINE TO BE LOCATED AND ABANDON Og PROPOSED PAINT HATCH ISLAND 10 PAVEMENT SHALL BE SAW —CUT FOR CLEAN EDGE FOR INSTALLATION OF PROPOSED STRAIGHT CURB 11 MATCH EXISTING CURB 12 CURB TURN OUT. SEE DETAIL. W/ RIP RAP PROTECTION 13 TYPE "A" STORM STRUCTURE (SEE DETAIL). TO BE SET FLUSH WITH PROPOSED GROUND. FUTURE SWALE TO BE CUT DOWN 1' AROUND STR. TO ALLOW FOR FUTURE WATER QUALITY. 14 CONNECTION INTO EXISTING STORM STRUCTURE 15 PROPOSED LIGHT �I I Know what's below. 0111 before you dig. Within Indiana Call 811 or 800 - 382 -5544 24 Hours o Day, 7 Days a Week. SCALE: 1 = 20' PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING 0 10 20 40 DAYS BEFORE COMMENCING WORK.