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HomeMy WebLinkAboutZ-6488-B Map 3DEPTH I EXISTING SERVICE UNE DIRECTION OF SEWER FLOW—' ulfiYl:LtN17:i HEATED ENCLOSURE- HOT BOX CORP- MODEL HB2ST, FACTORY PAINTED FIBERGLASS, LOCKABLE COVER, 90 WATT HEAT CABLE— ELECTRICAL OUTLET FOR HEAT CABLE- SEE ELECTRICAL. DWG'S SLEEVE PIPE THRU CONCRETE PAD WITH PVC PIPE- COPPER PIPE SHALL NOT CONTACT CONCRETE- CAULK VOIDS - 2' INLET — ALL HUB (ONE PIECE). - `NATURAL GROUND OR FINISHED SURFACE. - 8' THICK x 30" x 18' CONCRETE PAD - CROWN TO SHED WATER. DUCTILE IRON EXTENSION - SIZED SAME AS SEWER (4"0 TIP.). Mo BEDDING, MATFRUI SHALL BE CLASS I. CRU9iD STONE, 3/4' NOWNAL SIZE USE FITTINGS AND BENDS AS NEEDED. SWASE WYE AND MAN MATH CRUSAFL STOLE BEDDING MATERIAL" COMPACTEL CLEANOUT TO GRADE (C.O.T.G.) DETAIL NOT TO SCALE AN GAP AND C DRAIN LINE �❑ 12-18' E 2 RUN TO DRAINPORT 2' RPZ(REDUCED PFES;° BACKFLOW PREVENTER; MODEL 825Y -S -AG, I[ STRAINER AND AIR GA= :' FETE 1. Hv6 Vl �1 � uxr NEAT (It -0 2. THE EN0.G IS CONSTRiGGRD a fEDIfpASS AND D¢sriED AS A NP -TIP. a ma. 9 IN fALi PNIIIII- _ Dam :. m:n RT TxD`¢cr. fir IN � eEfw olt[ FRINQ a iRGWI .N,Dm AT — 2' OUTLET BACKFLOW PREVENTER WI HOTBOX DETAIL NOT TO SCALE IF GROUND SURFACE SELECT BACKFILL ROCKS NO LARGER THAN 2'- COMPACT UNDER PARKING AND DRIVES TO 95% MOD. PROCTOR 3/4" CRUSHED STONE BACKFILL 6X12" TAPPING SLEEVE J M & GATE VALVE W/ 1" FILL CONNECTION -IF (START OF PRIVATE LINE) EX. 8" DI WATER (PRIVATE) 6" CL 50 DUCTILE IRON _ 41 WATER (PRIVATE) N M, / EX. FIRE HYDRANT NEW FIRE HYDRANT 41 1 6" AT&V w © I w c w —� 1" WATER METER & r EX. 8" DI SEWER RPZ (3/C1.3) FOR IRRIGATION -SEE LANDSCAPE PLAN FOR CONTINUATION 1" WATER METER & 6" CL 50 DUCTILE IRON WATER (PRIVATE) I" SAMPLE PORT @ RISER INSIDE BLDG. PROPOSED BUILDING FFE=428.00 / A Gi/ /// / _ UI - —+ CONTACT CEI`TERPOLNT y CONNECT TO 4" SDR -26 PVC @ MIN. EX. SEWER MANHOLE o 3.0% SLOPE (4/C1.3) —SS--- SS SS ,S-� SS SS 0 0 0 0 0 0-9-0 2 -WAY CLEANOUT (2/C1.3) TO INSTALL METERS FOR EACH TENANT DEMAND = FL=424.00 2" SDR -21 CL 200 PVC WATER (PRIVATE) 0 00T GAS Si LINE BY CENTERPOINT 3RE LEGEND 1O ,man a, v OHS PL — PROPERTY LINE L S EX. SEWER LINE / U EX. GAS LINE SEWER BEDDING DETAILSITE UTILITY PLAN E EX. OVERHEAD ELECTRIC Z W EX. WATER LINE NOT TO SCALE N '--I C1.3 EX. TREE SCALE: 1" = 20' ioo PR. CONTOUR KRL PROPERTIES DEVELOPER; _ .. ° 2 4 GENERAL UTILITY NOTES W PR. WATER _ P.O. BOX 21051 S ?R. SEWER LITTLE ROCK AR 72221 1. ALL BIDDERS SHALL FIELD VERIFY EXIST SITE CONDITIONS SO AS TO BE FAMILIAR WITH PROJECT PRIOR TO G PR. GAS BIDDING WORK INCLUDED IN THIS CONTRACT. ANY DISCREPANCIES SHALL BE ADDRESSED PRIOR TO BIDDING. ST PR. STORM PIPE PROPERTY. ® PR. WATERLINE BLOCKING ' PRoarcT rov -2. CONTRACTOR TO VERIFY AND MARK ALL EXISTING UTILITIES PRIOR BEFORE ANY DEMOLITION OR NEW x t 12400 CANTRELL ROAD PR. CONCRETE 6 , CONSTRUCTION WORK COMMENCES. LITTLE ROCK AR TS TOP OF SIDEWALK t -'' 3ALL WORK SHALL CONFORM TO LOCAL &STATE CODES; ELECTRICAL &PLUMBING LINES SHALL TP TOP of PAVEMENT�? z t 5 s " BE . INSTALLED BY PROFESSIONALS LICENSED BY THE STATE OF ARKANSAS. TO TOP OF CURB 01 .. ,, 4. ALL WORK SHALL CONFORM TO THE SPECIFICATIONS SET FORTH BY THE ARKANSAS DEPARTMENT OF TG TOP OF GROUND HEALTH, CENTRAL ARKANSAS WATER & LITTLE ROCK WASTEWATER UTILITY. THE CONTRACTOR WILL BE fz .40 TW TOP OF WALL RESPONSIBLE FOR ANY CONNECTION FEES AND AS -GUILTS REQUIRED. RCAP REINFORCED ARCH CONCRETE PIPE NA GRADATION PLAN NOTE: 5. CONTRACTOR TO VERIFY UTILITY CONNECTION LOCATIONS TO THE BUILDING WITH THE PLUMBING SHEETS. CPP CORRUGATED PLASTIC PIPE * 6. ALL WATER UTILITY CONSTRUCTION SHALL CONFORM TO THE LATEST CENTRAL ARKANSAS WATER FL FLOW LINE PRIOR TO INSTALLING ANY SANITARY, STORM, GAS OR WATER LINES BELOW GRADE, STANDARD SPECIFICATIONS. THE PLUMBING CONTRACTOR SHALL FURNISH TO THE ARCHITECT TWO COPIES OFA C.O. T.G. CLEAN OUT TO GRADE ° T7. A MINIMUM 10' HORIZONTAL AND 18" VERTICAL SEPARATION SHALL BE MAINTAINED WATER OVER SEWER GRADATION PLAN OF THE BUILDING DRAINS AND SEWER LINES WITH PROPOSED EX EXISTING t OR ENCASE. ELEVATION GRADES SHOWN AT EACH MAJOR GROUP OF PLUMBING FIXTURES, AT s EACH PIPE LINE INTERSECTION, AT EACH PIPE LINE CROSSING, AT EACH GRADE 8. THE THRUST BLOCKING FOR THE RISER SHALL BE VISUALLY INSPECTED BY A CENTRAL ARKANSAS WATER PR PROPOSED e # 'BEAM OR FOOTING PENETRATION/INTERSECTION AND AT ANY EXISTING PIPE LINE ENGINEERING TECHNICIANIlk. 'bra CONNECTIONS. THE PLAN SHALL ALSO INCLUDE ALL THOSE PIPE INTERSECTIONS 9. THE ENGINEER CENTRAL ARKANSAS WATERS REQUIREMENTS.PAPER WORK AND ASBUILTS THAT MEET OR INCLUDING EXCEED AND/OR PIPE CROSSINGS THAT ARE EXTERIOR OF BUILDING/ADDITION '- ANY MANHOLES, CONNECTION TO EXISTING MAINS AND CLEANOUTS TO GRADE. NORTH 5 VICINITY MAP C1.3 SCALE: N.T.S. ■ Z02 wQ ZU Qz• • c C0 (Ij N ai (300 • • 0 w cu ®�� JAN r WoC10 t^ Z Lu O C/) L1J Lu Y F— LU Z fi 0 Lu Q LJJ J U rr cr Lu uj o rr Lu J C ~ J J ILII �� �AR�AS Vd *,krt _..... _A REGISTERED PR FESSIONAI )IGIPTEER i * +* No. 12742 p (ILII � osk iuii���j11 \\\1111111�,� MINTON - ENGINEERING, INC. p NO. 1564 2; 44 ` ''9K!HSASIEN%CN .: DATE: 1-24-2017 PROJECT NO: 16023 DRAWN BY: JM REVISION: C1.3 5OF5