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Home My WebLink AboutZ-9543 Site Plan 101220P - Passenger CarP - Passenger CarP - Passenger Car P - Passenger CarP - Passenger Car 8 13 9'20'24'R28' R28' R28' FRIENDSHIP MIDDLE SCHOOL 9,450 SQFT FFE20'11'9' 5' 9'20'9' 13.36' X X X X X X X XXXXX X X X X X X LANDSCAPE SCREENING OF VEHICLE USE AREA LANDSCAPE SCREENING OF VEHICLE USE AREA BUILDING LANDSCAPE AREA VINYL COATED CHAIN LINK FENCE TO MATCH EXISTING NEW GATE TEACHING GARDEN COVERED WALKWAY LANDSCAPE SCREENING OF MECHANICAL EQUIPMENT 208 212 20A 20A 21A 21C 22A 22A 22A 22A 22F 22G 24'7.5 ' 23D 24A 24E 21A 20A 24G 24H 24B EXTEND COVERED WALKWAY TO EXISTING GARLAND SCHOOL X X132'70'25.17 '28.5 '16.5 ' 6.44' 10' 19.5' SCALE: DATE: DRAWN BY:DESIGNED BY: JOB NUMBER: ORIGINAL SIGNATURE ON FILE REVISION:REVISIONSREVDATEDESCRIPTIONPRELIMINARY NOT FOR CONSTRUCTION HTTP://WWW.MCE.US.COM7302 KANIS ROADLITTLE ROCK, ARKANSAS 72204(501) 371-0272C 2020FRIENDSHIP MIDDLE SCHOOLGARLAND CAMPUS3615 W. 25TH STREETLITTLE ROCK, AR.CONCEPTUAL SITE PLAN XXX XXX 10/12/2020 REV-0 1" = 20'LR 20-5813 C1.0W:\2020\20-5813 Friendship Middle School - Garland Annex Little Rock\Design Drawings\Civil\20-5813 CUP.dwg, PRINTED ON: October 12, 2020 @ 10:06 AM0 10 20 4020 1 inch = 20ft. ( IN FEET ) PLAN SCALE X X EXISTING LEGEND SS UGT W GAS UGE UGTV OHE UFO PROPERTY LINE RIGHT OF WAY SANITARY SEWER LINE WATER LINE GAS LINE UNDERGROUND TELEPHONE UNDERGROUND ELECTRIC UNDERGROUND TELEVISION UNDERGROUND FIBER OVERHEAD ELECTRIC FENCE ROAD CENTERLINE DITCH FLOWLINE EASEMENT LINE GRAVEL LINE FIRE HYDRANT WATER METER WATER VALVE WATER FAUCET SANITARY SEWER MH CLEAN-OUT DRAINAGE MH POWER POLE GUY WIRE w/ ANCHOR GAS METER GAS RISER STREET LIGHT POLE TELEPHONE PEDESTAL CABLE TV PEDESTAL SIGN (AS NOTED) POST (AS NOTED) BENCHMARK FOUND IRON PIN (AS NOTED) CONTROL POINT RR SPIKE BUSH TREE R/W PROPOSED LEGEND CURB AND GUTTER SETBACK PAINTED / THERMOPLASTIC STRIPING ASPHALT PAVEMENT CONCRETE PAVEMENT CONCRETE SIDEWALK CATCH BASIN FLARED END SECTION SANITARY SEWER MANHOLE PARKING STALL COUNT WATER METER LIGHT POLE ELECTRICAL TRANSFORMERE S W MW XX D D 1.CONTRACTOR SHALL RETAIN A FULL SET OF LATEST APPROVED CONSTRUCTION PLANS ON SITE DURING CONSTRUCTION ACTIVITIES. 2.CONSTRUCTION METHODS AND MATERIALS NOT SPECIFIED IN THESE PLANS ARE TO MEET OR EXCEED THE SITE WORK SPECIFICATIONS PROVIDED BY McCLELLAND CONSULTING ENGINEERS, INC. OR AS SPECIFIED BY THE OWNER'S RESIDENT REPRESENTATIVE. 3.ALL CONSTRUCTION WORK AND UTILITY WORK OUTSIDE OF PROPERTY BOUNDARIES SHALL BE PERFORMED IN COOPERATION WITH AND IN ACCORDANCE WITH REGULATIONS OF THE AUTHORITIES CONCERNED. 4.PUBLIC CONVENIENCE AND SAFETY: THE CONTRACTOR SHALL CONDUCT THE WORK IN A MANNER THAT WILL INSURE, AS FAR AS PRACTICABLE, THE LEAST OBSTRUCTION TO TRAFFIC AND SHALL PROVIDE FOR THE CONVENIENCE AND SAFETY OF THE GENERAL PUBLIC AND RESIDENTS ALONG AND ADJACENT TO HIGHWAYS IN THE CONSTRUCTION AREA IN AN ADEQUATE AND SATISFACTORY MANNER IN ACCORDANCE WITH THE ARKANSAS DOT STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. 5.UNLESS OTHERWISE NOTED, ALL CURBING INDICATED SHALL BE 24" CONCRETE CURB AND GUTTER. 6.ALL DIMENSIONS, UNLESS OTHERWISE NOTED, ARE FROM THE FACE OF CURB, FACE OF BUILDING, OR CENTERLINE OF STRIPE. 7.CONTRACTOR SHALL REFER TO ARCHITECT PLANS FOR EXACT BUILDING LOCATION, DIMENSIONS, AND UTILITY ENTRANCE LOCATIONS. 8.CONTRACTOR SHALL REFER TO PROJECT SPECIFICATIONS AND GEOTECHNICAL REPORT DETAILS FOR PAVING DESIGN AND PROPER MATERIALS. 9.ALL RADII FOR CURBS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 10.ALL RADII ON CURBS ARE 3'-0" UNLESS OTHERWISE NOTED. 11.GENERAL CONTRACTOR SHALL COORDINATE AND COMPLY WITH ALL UTILITY COMPANIES INVOLVED IN PROJECT AND PAY ALL REQUIRED FEES AND COSTS. 12.FOR SITE UTILITIES, SEE UTILITY PLAN(S). 13.ALL WORK TO BE DONE IN STRICT ACCORDANCE WITH THE OWNER'S STANDARD SITE SPECIFICATIONS. GENERAL SITE NOTES 20A TYPE 'A' STANDARD CONCRETE CURB & GUTTER 21A STANDARD DUTY ASPHALT PAVEMENT 21B HEAVY DUTY ASPHALT PAVEMENT 21C STANDARD DUTY CONCRETE PAVEMENT 21D HEAVY DUTY CONCRETE PAVEMENT 22A CONCRETE SIDEWALK 22C SIDEWALK JOINTING 22D PEDESTRIAN RAMP (PERPENDICULAR) (SEE LENGTH AT SYMBOL) 22F PEDESTRIAN RAMP (PARALLEL) (SEE LENGTH AT SYMBOL) 22G DETECTABLE WARNING SURFACE 23A 90° PARKING / ADA ACCESSIBLE PARKING SPACE STRIPING 23D ACCESSIBLE PARKING SYMBOL 23F FIRE LANE STRIPING 23G THROUGH LANE ARROW PAVEMENT MARKING 23M TRAFFIC FLOW ARROW PAVEMENT MARKING 24A ACCESSIBLE PARKING SIGN 24B SIGN POST 24D 'STOP' SIGN 24E 'DO NOT ENTER' SIGN 24G 'RIGHT TURN ONLY' SIGN 24H 'ONE WAY' SIGN 25A WHEEL STOP 25M CMU BRICK SEATING WALL 26B 6' WOOD PRIVACY FENCE SITE DETAILS 200 LANDSCAPED AREA (SEE LANDSCAPE PLAN) 201 TRANSFORMER PAD (PER ELECTRIC COMPANY REQUIREMENTS) 202 TRASH ENCLOSURE (SEE ARCH. PLANS) 208 4" WIDE PAINTED WHITE PARKING STRIPES 209 4" WIDE PAINTED STRIPES, 24" O.C. @ 45° (SEE COLOR INDICATED AT SYMBOL) 210 DOWNSPOUT / ROOF DRAIN (SEE ARCH. PLANS) 212 REPLACE / RESTORE CURBS TO MATCH EXISTING OR TO LOCAL CODES 213 TAPER CURB TO MATCH EXISTING 214 TAPER CURB HEIGHT FROM 6" TO 0" OVER 2' 220 LIGHT POLE / FIXTURE (SEE PHOTOMETRIC PLANS) 222 LIMITS OF SAWCUT AND PAVEMENT REMOVAL SITE KEYNOTES SITE DATA OVERALL SITE AREA 31,586 S.F.0.73 AC PARKING SPACES REQUIRED PROVIDED 9' x 20' STALLS 18 21 ADA ASSESSABLE STALLS 1 1 TOTAL 19 22 CURRENT ZONING R3 SINGLE FAMILY DISTRICT PROPOSED ZONING R3-CUP CONDITIONAL USE PERMIT FRONT SETBACK 25' REAR SETBACK 25' EAST SIDE SETBACK / BUFFER 8' SETBACK / 10' BUFFER WEST SIDE SETBACK 8' MAXIMUM BUILDING LOT COVERAGE ALLOWED = 35%PROVIDED 11,055 S.F.9,350 S.F. REQUIRED PROVIDEDOFF STREET PARKING REQUIREMENTS / MIDDLE SCHOOL 8 81 SPACE PER CLASSROOM / (8 CLASSROOMS) 1 SPACE FOR EACH TEACHER, EMPLOYEE AND ADMINISTRATOR / (8 TEACHERS, 1 ADMINISTRATOR, & 1 RECEPTIONIST) TOTAL 10 12 18 20