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Home My WebLink AboutC102 Site Layout PlanX 11 gly 111111111111,1111111111111111112111146, 1111111111111 lr�tll�ll�wiltli w !11 1111l111IREr� �sl�rd��r11!!1111/1lMIMPt �11■ 11liiiu ®I�c� li�fm a 2, t rAG FEE 807. e FFE =Bd PROPOSED ',r BUILDING f EXPANSION ,1 —e 50•. ..•••CHAIN: 4LIVK „F. •..AROUND POND I C s D ci 1 1.350 Der 7 .95 fast 1 31 st Street CONSTRUCTION LIMITS 06 LINE INSTALL 42” BLACK VINYL CHAIN LINK- NG AR@E}N D -RCALD WET RETENTION -841N TOP ---OF BAN K 792.48 NORMAAk POOL ELEVATION 789.35 1 OQy FLOOD ELEVATION= 791.97 OUTLET INV =789.35 •x` 40' Half R/4 per D.R 279,pg. 74 to 7:S.hGC NOTE: LANE CONTROL ARROWS SHALL BE WHITE AND SHALL BE PLACED IN ACCORDANCE WITH IMUTCD. THE ARROW SHOULD RE 20 FEET IN ADVANCE OF THE STOPLINE. THE WORD "ONLY" SHOULD BE LOCATED IN ADVANCE C THE PAVEMENT ARROW. 792 INSTALL 42" BLACK VINYL CHAIN LINK FENCE AROUND POND 79 4 t ak'� 22.93 ROPOSED 50' 1/2 _1 rn f 0 TRAFFIC MARKING DETAILS (No SCALE) i m._ 7y,1 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) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 7) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 9) BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 10) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND POSITIVE DRAINAGE PRESERVED. 11) THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT. 12) THE LOWEST FLOOR ELEVATION RECEIVING GRAVITY SERVICE MUST BE A MINIMUM OF ONE (1) FOOT ABOVE THE TOP OF CASTING OF THE NEAREST SANITARY SEWER MANHOLE, OR A GRINDER PUMP SHALL BE REQUIRED. 13) ALL DIMENSIONS ARE BASED ON FACE OF CURB OR BACK OF ROLL CURB OR FACE OF BUILDING. 14) SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING, BUILDING DIMENSIONS, ATM RELATED DETAILS, AND SIGNAGE SPECIFICATIONS. DO NOT STAKE BUILDING FROM THESE PLANS. 15) COORDINATE CONSTRUCTION ACTIVITIES WITH ADJOINING WORK. VERIFY EXTENT OF ADJOINING WORK AND COORDINATE AS REQUIRED. 16) FIELD VERIFY EXISTING CURBS AND TAPER PROPOSED VERTICAL CURBS TO MATCH WITHIN A MIN. OF THREE (3) FEET. HATCH LEGEND PROPOSED BUILDING EXPANSION r! AREAS WHERE EXISTING ASPHALT PAVING IS TO BE OVERLAYED WITH 1.5" OF NEW ASPHALT. 0 0 0 0 6" CONCRETE CURB SIDEWALK, REFER TO ARCHITECTURAL DFAWINGS PAVEMENT FLUSH Wf 1-I SIDEWALK EXISTING SIGN 0 0 10 11 12 PLAN NOTES: LIGHT DUTY ASPHALT PAVING R.O.W. ASPHALT PAVING CONCRETE SIDEWALK (TIP.) CURB TO MATCH EXISTING HANDICAP PARKING SIGN LOCATED 8" FROM BACK OF SIDEWALK WHEN IN LAWN AREAS. PROVIDE SIGN WITH BOLLARD WHEN PLACED WITHIN PAVED AREAS. PAINTED WHITE 4" PARKING UN ES PAINTED WHITE HANDICAP ACCESSIBLE ISLE PAINTED HANDICAP PARKING SYMBOL PAINTED WHITE TRAFFIC ARROWS SEE DETAIL 13 GENERAL CONTRACTOR TO PROVIDE 6" MIN., APPROVED TOPSOIL BETWEEN BUILDING AND SIDEWALK. COORDINATE W /ARCHITECTURAL DRAWINGS 14 INSTALL HANDRAILS PER ARCHITECTURAL DRAWINGS 15 CURB TURNOUT 0 NOT USED 17 8" CONCRETE CURB SIDEWALK, REFER TO ARCHITECTURAL DRAWINGS. 18 CONCRETE APRON AROUND STORM DRAINAGE INLET 19 8" CONCRETE CURB 2p PAINTED PARKING ISLAND 21 NEW LIGHT POLE AND BASE. VERIFY EXISTING UTIUTES AT PROPOSED LOCATIONS_ RELOCATE UTILITIES AS NEEDED. 22 MATCH EXISTING PAVEMENT 23 ADA ACCESSIBLE RAMP 24 1.5" ASPHALT OVERLAY 25 4'x4' CONCRETE PAD FOR MECHANICAL UNIT W /4' TALL SHADOW BOX FENCE SCREENING. 26 6" CONCRETE CURB 27 ROLLED CURB 2$ STOP SIGN (TYP.) 29 24" PAINTED WHITE STOP BAR 30 VAN ACCESSIBLE HANDICAP PARKING SIGN PARKING SUMMARY EXISTING PARKING SPACES 247 REQUIRED PARKING SPACES 288' PROPOSED PARKING SPACES: PARKING SPACES 333 HANDICAP SPACES 8 TOTAL PROPOSED SPACES 341 *THE NUMBER OF REQUIRED PARKING SPACES WAS DETERMINED BY DIVIDING THE NUMBER CF SEATS IN THE MAIN ASSEMBLY. (1150) BY 4. 1" 40' 0 20 40 80 O �•v O 0 CO 0 892 STM 0 X 894.501 W GAS F.F.E. TC INV RCP CMP PVC STR. M.E.G. SSD TOC GUT OUL TBM WV LEGEND EXIST. FIRE HYDRANT EXIST. WATER METER/VALVE EXIST. SIGN EXIST. MONITOR WELL EXIST. IRON PIN OR PK (SET /FOUND) EXIST. GAS METER EXIST. GAS VALVE EXIST. STORM INLET EXIST. STORM /SAN./TELE. MANHOLE EXIST. ELECTRIC METER EXIST. POWER POLE EXIST. GUY ANCHOR EXIST. TELEPHONE PEDESTAL EXIST. MANHOLE EXIST. CLEANOUT EXIST. SANITARY SEWER LINE EXIST. STORM SEWER UNE EXIST. CONTOURS PIPE END SECTION RIGHT -OF -WAY UNE PROPOSED SANITARY SEWER UNE PROPOSED STORM SEWER UNE PROPOSED o HDPE ROOF DRAIN PROPOSED PIPE BOLLARD PROPOSED MANHOLE PROPOSED CONTOURS PROPOSED ELEVATION DRAINAGE FLOW ARROW WATER UNE GAS UNE FINISH FLOOR ELEVATION TOP OF (MANHOLE INLET) CASTING INVERT (BOTTOM) ELEVATION OF (MANHOLE/INLET) REINFORCED CONCRETE PIPE CORRUGATED METAL PIPE POLYVINYL CHLORIDE PIPE STRUCTURE MATCH EXISTING GRADE SUB SURFACE DRAINAGE TOP OF CURB GUTTER OVERHEAD UTILITY UNE OVERHEAD TELEPHONE TEMPORARY BENCHMARK WATER VALVE Call 1 BOO-382 -544 2 WORKING DAYS BEFORE YOU DIG. "IT'S THE LAW" CAUTION I1 THE LOCATIONS OF ALL EXISTING UNDERGROUND UfiLR1ES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING. BUT NOT LIMITED TO. MANHIOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND ARE SPECULATIVE IN NATURE THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE 15 NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS 0 SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL "HOLEY MOLEY" 1 -800- 382 -5544 SCHMIDT ASSOCIATES Wil-Fra-Mar Building 320 East Vermont Street Indianapolis, IN 46204 -2126 317 -263 -6226 Fax: 317-263-6224 P roject No Project Dote Produced Revision Date 2003 -032 t W03.0545 04.1 6.2004 REVISIONS PER CARMEL TAC COMMENTS 07 2004 REVISIONS PER OWNER'S COMMENTS 08 These Drawings and Specifications, and all copies thereof are and shill remain the property and copyright of the Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Wok without prior written permission from the Architect. t 11 I l ►111/1o1/4 G NO. 10200392 -v STATE OF (4, 1444 110. i c3 (A 4- JAMES K. SHINNEMAN P.E. 10200392 a.• CL. C102