The URL can be used to link to this page

Home My WebLink AboutS-1242 Map 2T AN OPTICAL TRANSFER NODE FOR: 7221 Enmar Drive Little Rock, Arkansas R) COMCAST COMCAST CABLEVISION OF LITTLE ROCK, INC. 801 SCOTT STREET LITTLE ROCK, ARKANSAS 72201 Telephone: 501-375-5755 SHEET INDEX: T1.1 TITLE SHEET AND SHEET INDEX 1 OF 1 EXISTING SITE PLAN C1.1 DEVELOPED SITE PLAN PROJECT MANA is I I BINSWANGER THE BINSWANGER COMPANIES 6201 FAIRVIEW ROAD, SUITE 405 CHARLOTTE, NC 28210 Telephone: 704 377 0801 Fax: 704 377 9046 DEs8 MY ERJUMEM 11711 N. College Ave., Suite P.O. BOX 1192 Carmel, Indiana 46032 Telephone: 317 843 0577 Fax: 317 848 0364 ARCI-Wr=`7 HOCH ASSOCIATES AICNITECTS •PLANNERS -INTERIORS 150 809 S CAL1N81N ST. SUITE 500 • FORT WAYNE, 101M 40M TEIEI'11011E 219.424.7200 • TELEFAX 219.424.7301 ISSUED FOR SITE PLAN REVIEW A1.1 BUILDING PLANS, ELEVATIONS & SECTIONS C, n GENERAL N015S 1D GENERAL I.1 ALL WORK SMALL COMPLY WITH THE ARKANSAS FIRE PREVENTION CODE, NATIONAL EIECTWC CODE, UTLE ROCK CODE OF ORDINANCES -CHAPTER 8, STANDARD MECHANICAL CODE A ARKANSAS ENERGY CODE 12 THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 1.3 SOIL INVESTIGATIONS ARE UNAVAILABLE AT THIS TIME ASSUMED SOIL BEARING CAPACITY OF: 2000 PSF, FRICTION SUDING COEFFICIENT OF OF 045 AND ALLOWABLE PASSIVE PRESSURE OF 28 PCF. 1,4 THIS BUILDING IS CONSIDERED AN 'ESSENTIAL FACILITY.' 2.0 SITE 2.1 EACH FOOTING EXCAVATION SHALL BE INSPECTED TO INSURE THAT A SATISFACTORY SOIL EXISTS BELOW THE BASE OF THE FOOTING 2.2 ALL FOOTING FXClAMTIOW6 LAMA, BE TREE FROM LOOSE OR SOFT SOILS, WATER, ICE AND OTHER UNSUITABLEMATERWS E[ m FOUNDATION PLACEMENT CAN CONTINUE. 2.3 FROST DEPTH IS 12 INCHES BELOW GRADE 2.4 BACKFILL MATERIAL INSIDE OF THE FOUNDATION WAILS AND BENEATH THE FLOOR SHALL BE AS SPECIFIED. 2.5 FINISH GRADES TO BE WITHIN DID FOOT OF GRADES INDICATED. COMPACT SUBGRADE FOR ROADS, PARKING LOTS AND STRUCTURES AS INDICATED. 2.6 CHIN LINK FENCE: 2,61 FABRIC: GALVANIZED, ASTM A382, SINGLE PIECE 7'-0' WIDTH, 9 GA 2' STEEL MESH WITH TOP AND BOTTOM SELVAGES. 2.1 UNE POSTS: 2.375' OD PIPE AT 3.65 LBS/Ff 7.6.3 END, CORNER AND PULL POSTS: 2.875" OC PIPE AT 579 LBS/FT 2.6.4 CATE POSTS: B.625' OD PIPE AT 213 LEIS/ 2.7 RESEED ALL AREAS DISTURBED By CONSTRUCTION. 3.0 CONCRETE 3.1 MATERIALS SHALL COMPLY WITH ACI 31B-89. PORTIAND CEMENT SHALL BE PER ASTV C150. TYPE 1 WITH NORMAL WEICI:T AGGREGATE PER ASTM C33. A Si AIR ENTRAINING SHALL BE USED ON A11 GRIME WALLS, EXTERIOR STABS AND OTHER DITERIOR CONCRETE THIS AGENT SHALL BE PER ASTU C260, 3.2 COUPRESSNE STRENGTH OF CONCRM FONDATIONS(2B DAYS) SHALL BE 3000 PSI. 3.3 PROPORTION NC MIX DTSIDS R0 WAVE A MAXIMUM SLUMP OF 4 INCHES UNLESS SPECIFICALLY APPROVED BY THE ARCHITECT. 34 MAXIMUM WATER/CEMENT RATIO SHALL BE UNITED TO 0.48 UNLESS SPECIFICALLY APPROVED BY THE ARCHITECT. 35 REINFORCEMENT STEEL SHALL BE CRUDE 60 FY-60.000 PSI MIN - ASAP M15 3.6 ALL REINFORCING SHALL BE DETAILED, BOLSTERED AND SUPPORTED WITH An STANDARDS I3I5 VANDAL OF STANDAR PRACTICE FOR DETAILING REINFORCING CONCRETE STRUCTURES'. NO LAP SPUCES SHALL VE USED IN VERTICAL PIER STEEL. 3.7 UP SPUCES SHALL VE IN ACCORDANCE WITH THE FOLLOWING TABLE, UNLESS NOTED OTHERWISE WHERE CLASSES ARE NOT CALLED OUT ON THE DRAWINGS. USE CUSS V' SPLICESTENSION SPLICES (INCHES) COMPRESSION SPUCES BAR TOP BARS OTHER BARS (INCHES) SIZE A B A B 3 16 21 12 16 12 4 21 28 I6 21 15 5 27 36 21 27 19 6 35 46 27 35 23 3.8 COMPRESSION, DOWEL EMBEDMENT: 22 BAR DIAMETERS. LAP WELDED FABRIC ONE SPACING OF CROSS WIRES PLUS 2 INCHES 3.9 PRONOE DIAGONAL REINFORCEMENT STEEL AT RE-ENTRANT CORNERS 3.10 FOUNDATIONS SHALL BE RACED ON SOUND UNDISTURBED SOIL OR ENGINEERED FILL J.11 PLACEMENT OF CONCRETE SHALL BE PER AC I 318-09 CONCRETE SHNL BE DEP09TED AS NEAR TO ITS FINAL POSITION AS POSSIBLE. ALL CONCRETE SMALL BE THOROIGHLY CONSOUDATED AROUND REINFORCEMENT AND EMBEDDED ITEMS ALL REINFORCING STEEL MUST BE FREE FROM DIRT, RUST AND OTHER DELETERIOUS MATERIAL PRIOR TO PLACEMENT. 3.12 MINIMUM CONCRETE COVERS SMALL BE: 312.1 CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3' J 122 CONCRETE PERMANENTLY EXPOSED TO EARTH OR WEATHER 5 BAR 03 SMALLER: 1-1/2' 6 OR IAM11111, 2" 3.123 CONCRETE NOT EXPOSED 10 WEATHER OR IN CONTACT WITH GROUND: 3/4' 313 PROVIDE CONTINUOUS 2'14" KEY -WAY IN ALL HORIZONTAL AND VERTICAL CONSTRUCTION JOINTS. 3.14 NO ADMIXTURES SHALL BE USED WITHOUT THE APPROVAL OF THE ENGINEER. NO CALCIUM CHLORIDE SHALL BE USED. 315 FROAOE COMPATIBLE CURING AT ALL EXTERIOR SLABS. WNXS AND CURBS AS SOON AS FINAL FINSMINC IS COMPLETE 316 CONCRETE PULED IN COLD WEATHER SHALL VE IN COMPLIANCE WITH ACI 3D6. DO NOT PLACE CONCRETE ON FROZEN SUB -GRADE OR ON GRADES CONTAINING FROZEN MATERIALS. J 17 CONTRACTOR SHALL PROVIDE TESTING MEETING THE REQUIREMENT OF ASTAI E329 PROVIDE A MINIMUM OF ONE SAMPUNC PER TRUCK CONTAINING A MINIMUM OF THREE CYUNDERS PROJECT LOCATION PROJECT LOCATION SCALE: NONE Q0 13A BUILDING 13.1 BUILDING MANUFACTURER SHALL BE O DCASTIE PRECAST EAST. INC. STONE MOUNTAIN GEORGIA 132 BUILDING DE51CN SHALL PROVIDE: 13ZI 50DO PSI CONCRETE AT 28 DAY 51HENOM 1322 STEEL REINFORCEMENT SKALL BE PER ASTM 615 GRADE 50 132.3 DESIGN LOADS: 65 PSF ROOF LIVE LOAD 250 PST FLOOR LIVE LOAD WAND- BASED ON ASCE AND A BASIC 50 YR WIND SPEED OF 90 MPH 141$011 PL.6H NEI MIX SNOW- BASED ON GROUND SNOW LOAD OF 40 PSF EARTHQUAKE- BASED ON SEISMIC ZONE 4 15.0 !ELECTRICAL- 16.1 ALL ELECTRICAL WIXM SMALL BE IN STRICT COMPLIANCE WITH THE MATIONAL ELECTRIC CODE ICED. LATEST EDITION, AND KILLLOCALCODES AND ORDINANCES HAVING JURISDICTION. 182ALLI. EXCEPT CONTROL WIRING SHALL BE COPPER WITH A MINIMUM SIZE OF 112 AWG 1& 3 ALL SWITCHES, OUTLETS, FIXTURES, ETC. SMALL BE U.L LISTED AND SHALL BE GROUNDED 15. 4 SYSTEM GROINOING SHALL BE IN COMPLIANCE WITH ARTICLE 250 OF THE NATIONAL ELECTRIC CODE, LATEST EDTION. PROJECT NUMBER 98394 CAD FILE 94T11-BB.DWC SHEET NUMBER: T I BEARINGS SHOWN ARE BASED ON THE ASSUMPTION THE SOUTH LINE OF LANDLORD'S PROPERTY BEING N 87.3l'00' W. ALL UMDERF UMO UTILITIES my NOT HAVE KCN WHUYN, AWVC GffiNYP FCAIU ES HAVE BCE* LOCATED AND SHOWN UNDEMg0UID UTILITY LINE WHICH NAVC SEEM FLAGGED BY THEIR RCSPECTIVC pwgRS HAVE .ESN SMI SET NS REBAR AT ALL CORNERS UNLESS NOTED OTHERWISE. COORDINATES AND ELEVATIONS BASED ON PAGIS NON. '2030'. A CORDINC TO FEDERAL ENERGENEY NANAciocimT ACcW-v FLOOD INSIRA)A:C RATC W. C'UNWINITY PANEL 4MffI-=fiCI DAICD LAVENDER ]. 1993 ni SITE DESCRIPTION: OT 3A. BRANSCO ADDITION, BEING A REPLAT OF LOT 3. BRANSCO ADDITION, BRANSCO ADDITION, ULASKI COUNTY, ARKANSAS SITE COORDINATES COMCAST CABLEVISION STATE PLANE COORDINATES ARKANSAS NORTH ZONE) DATUM- NAD-83 NORTHING. 127088345096 IORTHWEST CORNER OF SITE FASTING, 1207356.313320 29585' NGVD 1929 DATUM, NA-83 NORTHING 127069.137379 NORTHEAST CORNER OF SITE EASTING 1207828.402844 299.28' NGVD 1929 DATUM, NAD-83 NORTHING- 126869.248025 SOUTHEAST CORNER OF SITE EASTINCA 1207817.494738 298.23' NGVD 1929 DATUM- NAD-83 NORTHING- 126888.690260 SOUTHWEST CORNER OF SITE EASTING 1207345.561745 29328' NGVD 1929 20 14 0 20 4 REBAR BAR HOCH 0 01M V AJ" FACE 4' CONC WALK uV6' z b' V4 x W4 WIF AT " ITRIIMI/RADE i 191 4' x CON A CA 9 CRPK><#I AlE e WALK SECTION SCALE: 1" = , -0- DEVELOPEo SITE PLAN SCALE: L„ FDRT .Ails 99 M 00 iBDW 219A C72M iBffA9 919A21.7301 v FE6AR mre;uwwr: ewn,xi o.orr.aa m .rc roans nr w mowno- nol .x. nN.ca rMv.r nc wvnA rem. +twnan. or ,[a +w,n xKArnl onoe+..s a owu..s Mwi brc o nm,wcE aRAe 9G,L opma.c [olm.cnm >awa •UIIi rrn mina .uaa: a «emu .n. ror nc b.Iw9o., w osaloe a a nr.eww 2 0 JW m ;C 0a oL inui r+ w o rWi! W Q cir o Z v wQ EL a W0 U 1% :3 ERE PIAN RENEW 195E a<RIFY.pIGG CE ELOPE wm PROJECT NUMBER 98394 CAD FILE: 99C11-20b.Ervg SHEET NUMBER: CIA J TOGENERATOR 0 wafG3T7T2+rd FOUNDATION St GROUNDING PLAN SCALE: VA = V-0 S1fAE PLYET ROCF 1 FERAL TRIM BY OLDC 4TLE PRECAST A• MFCdCT mm PA s BY aw G TLE ROAST 4' 1 000R t BT'LIrY +bTLE awauc4aRe:T. AIfnI UST flrgCAs . sdru-Lm ap-e FOOTING SOUTH ELEVATION SCALE: /a' = V-0' 8' 0A PLY p•CFI ROOF t FETAL TRIM BY OLOCASTLE PE -CAST 4' PRECAST BLDG PANELS BY RDC15r.E PtECA61 PACKAGE WAC WR BY OIDCASTLE RECAST I.I. GRADE Cac FOOTPIG EAST ELEVATION SCALE: /4 " = V-0" 2 FLOOR PLAN SCALE: '/,r = V-0" 0 nr L DM 7IgTALTranBr OIDt/STLE PRECAST WEST ELEVATION SCALE: 1/4 " = .-0" Ot¢lAL Tii>•1 BTIDC.14" PTECIpT 0 FRkALf R PANE 6 BY OLDCASTLE PRECAST PACACNA ItrAC WR We OLIX..MFLE PRECAST fmN CRAM CC FOOTW.. NORTH ELEVATION SCALE: /a " = 7--0" RI NGJL PRECAST RLtiF PANELS BT p1X/ST. PTiCA9T I St YRM-ARND IMI S BT OLOCJSTLE PFECA9t II II SILLCCA ',_- FE CAWi1aTaaus:lr gECd6T yp'z DErC:OR9 BY ou)cm LE FI EcA9T m REFLECTED CEILING PLAN I& SCALE: /a' = 1'-Q" WAX TLT EM4 cs tSTAL TRIM By oLDCA9TLE PRa=rAsr CED 9T GRAMLAN41. AT2 FILL BUILDING SECTION A1. 1 SCALE: /,- = V-0- SINGLE PLY EPd1 ROCr t tSTAL TRIM BT OLOCASTLE PRECAST 1 NS 1L PRECAST RI t WALL PANELS BY OIDCGSTLE PREUST a ru ux R.R6E SILEL B-rteaBT CIUM' STLE P+trV4T PAGCKhGE WAC I CARiS Or OLDCASTL IRIC- 6T RAXR"..L BT CCDCJb AREC;ASi IOOWACrrD SI GP.R4F. AR L e BUILDING SECTION ll.Af SCALE: /A = 1 70 HOCH nn. ^. Amria It Itli l[ tif L11 11f III[IIIII NO S. CAIBBI SL• =592 FOU WATNE. NUM 46M TIOWE 219A2am 1BEF62 219A24J361 46 F0 1mm- VIE 9LA4 RENEW ISSUE zy pMid110rk - aGY W WUYA PROJECT NUMBER 98394 GAD FILE: 94A11-4B.DW0 SHEET NUMBER: Alai