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HomeMy WebLinkAboutV 52-02, V 53-02 Hamilton County Senior Services Center Relocation - Site Development PlanFILL WITH JOINT SEALER LUBRICATE THIS END 12" 13" 3 TREADS c® 13" EA. 12" EDGE OF PARKING SPOT EXPANSION JOINT FILLER EXPANSION CAP (MIN.) x 3 -3/4" O.C. (MIN.) GRADE E 1/2"R EQUAL EQUAL e O.D. PIPE 4 SCH. 40 STEEL PIPE BOLLARD (GALVANIZED AND PAINTED.) FILL W /CONCRETE FULL HEIGHT. b 1 x I _AI 1 1/2" ALUMINUM -1 .9 -,Z 7 x -0 TYPICAL a 1 /2 1 1 /4, NOSING PIPE SL #4©12 "X2' -O" Q s 1 -6 o o a 3/4" SMOOTH DOWEL x i 5" 12" O.C. EXPANSION JOINT EJ PLAN a. u I EDGE DITION 7 a L XPANSION 6.5 SEAL WATERTIGHT 5" SLAB E 4NSION 3 TYPICAL 6 X 6 X W1.4 X W1.4 WELDED WIRE FABRIC. #5 STEP DETAIL 03 PAVEMENT as e FILL WITH JOINT SEALER LUBRICATE ONE END FILL 1/8 R z r WITH JOINT SEALER 2 PLAIN CONCRETE BAS E PIPE BOLLARD -PO a SECTION J 0 ANCHOR PIN DIA. DETAIL 01 O V_0" BUTT JOINT FORMED KEYWAY CONCRETE 3 4" 0 SMOOTH DOWEL FORMED BULKHEAD x 15" ®12" O.C. TRANSVERSE LONGITUDINAL PRECAST CONCRETE CONSTRUCTION JOINT CJ CONSTRUCTION JOINT CJ CONCRETE PAVEMENT DETAIL 04 PARKING BUMPERS 02 REINFORCE All PAVEMENT WITH EPDXY COATED REINFORCING #5012" E.W. TOP 1 EXISTING WALK NEW WALK 12" MIN. 1- v D N N O nsssu�: �..._aE P011 HANDHOLE MIN. 4' MAX 6' BETWEEN 3 -3/4" O.C. POST l GROUNDING LUG TO BE PROVIDED IN BASE POLE BASE COVER FACE OF BUILDING z STANDARD STEEL W -BEAM Q o 6.5 j�< I GUARD RAIL (GALVANIZED) BLOCKING FINISH GRADE— f11 1 111 11 111 11 1 111 O lI 111 I 111 (1 111 1111 I11 PAVEMENT DETAIL NOTES: x o co 1 I I I I I I I I 11 I I' I R z v LINE OF SAWCUT OR EXIST. JOINT REFER TO CONCRETE WALK DETAIL FOR REINFORCING AND PATTERN x 11 4 "x6' GALVANIZED STEEL CADWELD 4'xl Q' -0" COPPER-WELD 11 111 11 111 111 11 11 u� u< POST AT 6' MAX. O.C. 4, a ROD 1 11 i I 14" BARE COPPER 11 i1 1\ CONDUIT FEED K NEWCONCRETETO 1. ALL RAMP GUARDRAILS SHALL HAVE 3. TOP OF HANDRAIL GRIPPING SURFACE SHALL HANDRAILS ALONG BOTH SIDES OF RAMP BE MOUNTED AT 34" ABOVE RAMP SURFACES. SEGMENTS. THE INSIDE HANDRAIL ON SWITCHBACK OR DOGLEG RAMPS SHALL 4. ENDS OF GUARDRAIL SHALL BE EITHER ALWAYS BE CONTINUOUS. ROUNDED OR RETURNED SMOOTHLY TO FLOOR, GUARDRAIL, OR POST. GRIPPING SURFACES SHALL BE CONTINUOUS. 5. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. HANDRAIL DETAIL 05 1/2" CONDUIT -4- 11 it 11 ANCHOR BOLT (FURNISHED BY FIX. MFR.) GUARD RAIL DETAIL 07 8 #5 BARS W #3 TIES 0 16" BASE CONCRETE 2'-O" L :J 2. LIGHT POLE BASE DETAIL EXISTING CONCRETE DETAIL 06 SCALE 1/2" 1' 2 SPA. 2G EA. 52' 1 1 1 1 1 UMITS OF CONSTRUCTION -A 1 1 15' SETBACK I 1 1 1 1 1 1 _I IP Not am NE me INN aw Em EN mu fi 7' am =I 111111).„1111111,„1.1 TYP (2) DOOR 5 SPA. O 26' EA. 13 INE ami Nu 1= EN EN NE EN_ mio m_ime jr um_ ami rim INILmo EN jimiLimmi MN ONE 1111111 10111 =LIM NM_ =Low =I EN Nov= Ea um- No- EN ism am NE nu I= mu, NE EN mit am J■•■ .1. 11111_111M MN MI ■I MIA II•11 ,11111_111, NE EN EN _ow me NE I= ow ow No is ALL RADII 2.5' MINIMUM UNLESS OTHERWISE NOTED. PARKING COUNT: REGULAR PARKING SPACES 39 ADA SPACES 2 TOTAL 41 SEED ALL AREAS WITHIN PROPERTY UNE DISTURBED BY CONSTRUCTION ACTIVITIES. DO NOT SEAL COAT CONCRETE PAVEMENT AREAS. SITE DEVELOPMENT PLAN m SCALE I' =20' i 1 9 x P 11 EQU L SPA. 97' 4" SAN (PVC) 0.0100 MIN. SLOPE INN 1 1 so LIMITS OF 1 CONSTRUCTION 1 1 E "moo SITE DEVELOPMENT NOTES: O NEW 4 "0 PIPE BOLLARD; REFER TO DETAIL C2.0 -01. O NEW PRECAST CONCRETE PARKING BUMPER; REFER TO DETAIL C2.0 -02. 0 NEW CONCRETE PAVEMENT; REFER TO DETAIL C2.0 -04. PAVEMENT SEAL COAT, REFER TO SPECIFICATIONS; REPAIR PAVEMENT AND BASE, FIELD VERIFY CONDITIONS. NEW 1-1/2" O.D. ALUMINUM HANDRAIL REFER TO DETAIL C2.0 -05. O NEW HANDICAP PARKING SPACES, SIGNS AND BUMPERS. �7 NEW STEEL GUARDRAIL; REFER TO DETAIL C2.0 -07. 4" 8NEW 4 WIDE PAINTED PAVEMENT MARKINGS. INTED P EMENT M INGS O9 NEW CONCRETE TO EXISTING CONCRETE; REFER TO DETAIL C2.0 -06. RECYCUNG TRAILER PARKING. 11 RECYCLING CONTAINER AREA. 12 NEW CONCRETE STEPS; REFER TO DETAIL C2.0 -03. UMIT S OF PAVEMENT SEAL COAT ARCHITECTURE ENGINEERING INTERIOR DESIGN AND A C NTINUUM OF PRICEOT MANAGEMENT SERVICES SCALE COORD DRAWN APPROVED C BSA DESIGN 9365 COUNSELORS Row SUITE 300 INDIANAPOLIS INDIANA 46240.1479 317.819.7878 PH 317.819.7288 FX www.bsadesign.com MARK DATE N 0 I C/4 izV F Q i 19908 o STATE OF S /ONAL E IIN� 1111% DESCRIPTION ADDE SUBMISSION lEfilF21/0,232 HAMILTON COUNTY SENIOR SERVICES, INC. CENTER RELOCATION SITE DEVELOPMENT PLAN 1 20' CLIENT NO. DATE 4 APRIL 2002 COMMISSION 525001 JRB CME RAB FILE NAME 001 C2.0.DWG C2.0