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Home My WebLink AboutV37-02 Appel Heating & Air Conditioning - Proposed Building Additon - Proposed Site Plan C11' No 0202-016 2/28/02 CLIENT REVIEW 6/19/02 STATE RELEASE DRAV*4 SY: cDD CHECKED BY SHEET °I .41.01.111 mm.M.MIMP omoMMWm' fattwar. arr. Promals 4 ij 11 It wk\ \c1 \\cli A 41 4 ZONED 0 r 0 r- 0 C„ r 11 a (0 0 0 PROP6SE:D SAIITARY SEWER 'Low LINE OF SWALE ADJOIN "'PRO LINE -Is PROPOSED .STORM,: SEWER PROPOSED UNDERGROUND ELECTRIC PROPOSED UNDERGROUND GAS PROPOSED •UNDERGROUND WATER .S. NOT TO SCALE s out. V E O 0 0' GAS GAS GAS c a ttim rb *Mr. 00.• E 3/4' DIAMETER Ice.E6AR 30' DEPTH MINIMUM OM. a 0 ZONED, 1-1 ZONED 1- 1 TING'LEGEND, EDGE' OE ,wAT6!z: OVERHEAD UTILITY LINES UNDERGROUND FIBER OPTIC SECTION or PROPERTY LINE BOUNDARY -LINE EXISTING WATER LINE I 6' WOODEN' FENCE 6' CHAIN-LINK FENCE UNDERGROUND TELEPHONE EASEMENT SETBACK LINE CENTERLINE UNDERGROUND GAS MAIN UNDERGROUND TELECOMMUNICATIONS PROPERTY or R/W LINE UNDERGROUND ELECTRIC LINE SANITARY SEWER EXISTING STORM SEWER N 88O9'44" E 352.70' ;12 CONC. DUMF'STER PAD w/6' PRIVACY FENCE SEE DTI._ 2/C5 88°09'43" W EXISTING IRON PIN FOUND ii EXISTING CATCH BASIN EXISTING WATER VALVE CUM 4 8”x8" PHONt PEDESTAL ELECTRIC BOX STREET SIGN GAS VALVE EXISTING CONTOUR SANITARY MANHOLE EXISTING TREE TEMPORARY BENCH MARK LIGHT POLE HANDICAP PARKING MONITORING WELL UTILITY POLE 2.6O' VEGETATION .EX1STING BUSH EXISTING FIRE HYDRANT SA1U-CUT EXISTING PAVEMENT PROPOSED 15' NON-EXCLUSIVE 1NGRESS/EGRESS, DRAINAGE dr UTILITY EASEMENT 6 RETAMNO WALL 4" PIP E BOLLARD 1 1 ASHLT ;PENT SPECIFICATIONS The pittin cbilitt-Ctor shall be responsible for the following: The area to be payed shall be cleared of all rock, debris, rots' and vegetation. An approved soil sterilant shall be utilized to prevent the growth •of weeds. 2. All soft, yielding or other unsuitable materials encountered during any phase of subgrade construction shall be removed ond replaced with suitable material. The replacement material shalt fill the unstable areo for the entire depth of the compacted subgrade and meet the subgrade compaction requirements. The subgrade shall be shaped to the true line and grade as shown on the plans, 3. The subgrade shall be compacted to 95% laboratory density as by PASHTO Method T-99. The subgrade and finish paving shall be tested' by an approved testing company for uniform smoothness, density and grade. Slope pavement 0.75% (MIN.) to insure proper surface drainage. 6. The hot mix asphalt base may be placed directly on the prepared subgrade in one lift for the base course to the required compacted thickness as specified in local street standards. The hot mix asphalt base and surface shalt be placed in ont lift to the true line and grades as shown on the pins. The paving mixture shall be placed and compacted at a temperature between 250 F. 121 C) and 300 F. (149 C.) 8. The paving mixture shall be transported to the job site in clean well-covered trucks with smooth dump beds. The base and surface Mixtures ore to be placed with self contained, power propelled pavers capable of placing the mix to the required dimensions as shown on the plans. 9. Asphalt grade shall be determined by its ability to satisfactorily coat the aggregate, resist rutting and remain stiff during high temperatures, and and sustain freeze/thaw cycles in addition to the considerations of anticipated weather, mixing process and curing rate. 10. See detail 6 Sheet C5 for pavement cross-sections 11. All proposed asphalt pavement as shown shall be constructed in compliance with INDOT standard specifications, latest edition. 12. All parking striping and ADA areas shall be marked with a durable non- shrink, white paint to be approved by the engineer. PROPOSED l-lEAVY-PUTY PROPOSED 1x4' GONG PAD SEE DTL. 1/C5 PROPOSED PIPE BOLLARD SEE DTL. I/C5 1 28.1 PROPOSED o 1101-EEL STOP SEE DTL. 3/C5 EXISTING MASONRY/W STONE FACE BUILDING 1,686 sq.ft. 2.33 DOSE HALF R W 4EXISHTAIF R/W 1 IZONED 8- 1 determined Site InfOrrnation was token from keeter-Webb Ass., dofe ebruary-,1.,: It is the contractor s responsibility to verify existing site conditions prior to starting work. 2. The contractor shall. be responsible far obtaining or verifying that all permits and approvals are obtained from the respective city, county, and /or state agencies prior to starting construction. 3. The Plumbing contractor short consult with the Local Water tompany provide all materials and labor, and pay all costs not borne by the Local Water Company to provide any new water service. 4. The Plumbing contractor shall consult with the Local Gas Company, provide all materials and iabOr, andl pay all costs not borne by the Local Gas Company to provide any new gas service. 5. The Electrical ContrattOr shall cOnsult with the Local Power Company, provide all materials ond labor, and pay all costs and fees not borne by the Local Power Company to provide any new underground electrical service. 6. The Electrical Contractor Shall consult with the Lotal Telephone Company,. and shall proVide all labor and materials required which are not borne by the Telephone Company to provide any new telephone service. 7 All utility service' lines shall be constructed in aCcordance with all the latest applicable codes and to each utilitys and/or city's standards. 8. Use compactedranular fill when utility lines are placed under walks and driveways. 9. Soil borings have not been performed at this time. Pavement design is based on an assumed soil bearing pressure of 1500 p.s.. 12. Areas between curbing, sidewalks, paving and building shall be filled with 4" of topsoil suitable for landscapng. 16. Site data: Provide sleeves for mechanical work as required. Notify Engineer at least 1 day (24 hours) prior to placing 'any concrete. .SITE NOTES Zoned 1-1 Lot area Existing building area Proposed building area Impervious area 48.1 Customer parking 9 9' x 20' spaces) Handicapped parking 1 .Proposed parking 10 Proposed employees 6 0.81 Ac. 1,686 sq. ft. 1955 sq. ft. Minimum Front Yard Setback 15' Minimum Rear Yard Setback 15' Minimum Side Yard Setback 0' PROPOSED SITE PLAN GRAPHIC SCALE 20 40 rN FEET inch 20 ft. 80 002. 13. See this sheet for exterior concrete specifications. 14. All edge of pavement radii are 5 feet unless otherwise noted. 15, Install a 'Knox-box near the front door. Contractor to coordinate type, style, and location with fire department. I 1,■'