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HomeMy WebLinkAboutZ-6488-B Map 9DEPTH VARIES 6. I EXISTING SERVICE UNE DIRECTION OF SEWER FL -W— WYE STRAINER HEATED ENCLOSURE- HOT BOX CORP- MODEL 182ST. FACTORY PAINTED FIBERGLASS, LOCKABLE COVER, 90 WATT HEAT CABLE - ELECTRICAL OUTLET FOR HEAT CABLE- SEE ELECTRICAL OWG'S SLEEVE PIPE THRU CONCRETE PAD 'NTH PVC PIPE- COPPER PIPE SHALL NOT CONTACT CONCRETE- CAULK VOIDS — 2' INLET— \\\\\--- MAX. PVC TO DUCTN IRON ADAPTOR (TWO REQ'D) LONG SWEEP/ LONG RADIUS, PVC, COMBINATION WYE & 1/8 BEND. - ALL HUB (ONE PIECE). OR FINISHED SURFACE. - 6' THICK x 30' x 18' CONCRETE PAD - CROWN NATURAL GROUND TO SHED WATER. DUCTILE IRON EXTENSION - SIZED SAME AS SEWER (4"0 TYR). NOTE BEDDING MATERIAL SHALL BE CUSS I, CRUSHED STONE, 3/4' NOMINAL SIZE USE FITDNGS AND BENDS AS NEEDED. ENCASE VIE AND MAIN WITH CRUSHED STONE BEDDING MATERIAL, COMPACTED. CLEANOUT TO GRADE (C.O.T.G.) DETAIL NOT TO SCALE AIR GAP AND DRAIN LINE I 2- RPZ (REDUCED PRESSURF BACKFLOW PREVENTER) FE MODEL 825Y -S -AG, NTH STRAINER AND AIR GAP DI 2-18" CONCRETE SLAB '.. • - - I- �-N-I I. NEAT IS PRBWBED BY A BBN', IM.. BNQE MAS K T TRACE CIHIE (le -G' IFNOM) -1EIBFY ENACT 2. THE ENCLOSURE IS CONSTRUCM OF FIBERq.A3B AND DESGNED AS A RID -TOP. 3 ENCLOBJRE SHALL BE FACIUIY PMTI 0= SJECIEO BY AILHIMT. 4. KRVY BACKFLOW PREVENm wu FIT EX. SEWER LINE G — N TO ---- LEX. IN ENCLOSURE BEFORE ORBFAING. AINPORT 'L' ili_ S. PRONBE mmm KIT EX. TREE — 2' OUTLET BACKFLOW PREVENTER W/ HOT BOX DETAIL NOT TO SCALE DO w > SEWER BEDDING DETAIL NOT TO SCALE GROUND SURFACE SELECT BACKFILL ROCKS NO LARGER THAN 2" - COMPACT UNDER PARKING AND DRIVES TO 95% MOD. PROCTOR 3/4" CRUSHED STONE BACKFILL NORTH 5 VICINITY MAP C1.3 SCALE: N.T.S. 6X12" TAPPING SLEEVE J M & GATE VALVE W/ 1" FILL CONNECTION -IF (START OF PRIVATE LINE) EX. 8" DI SEWER vi 4F EX. 12" DI WATER Tn C) a C) ' G 117( EX. 8" DI WATER (PRIVATE) 6" CL 50 DUCTILE IRON M WATER (PRIVATE) M EX. FIRE HYDRANT 1V n VV P 11SLT' n I lin.1I1V 1 M 41 M 6" AT&V _ W2" SDR -21 CL 200 PVC - y I W WATER (PRIVATE) w I1" WATER METER & T �—_�5T w w c RPZ (3/C1.3) FOR T W / 2" 900 BEND G'D TDDTO ArPTnTT - QVV �� �r ��.W CONNECT TO EX. SEWER MANHOLE —SS— ---� SS O 0 0 0 � 0 DEVELOPER: KRL PROPERTIES P.O. BOX 21051 LITTLE ROCK, AR 72221 PROPERTY: 12400 CANTRELL ROAD LITTLE ROCK, AR GRADATION PLAN NOTE I III ' `— IIS ' riVVr VDL'L DU1L1J11VV I FFE=428.00 CONTACT CENTERPOINT / TO INSTALL METERS FOR EACH TENANT 'i DEMAND = FL=424.00 Z /\J Z m x SS ' 4" SDR -26 PVC @ MIN. 3.0% SLOPE (4/C1.3) SS SS ss - 0 -0—o -0 - Cl 03 SO O 0 9 SITE UTILITY PLAN SCALE: 1" = 20' 0 20 40 PRIOR TO INSTALLING ANY SANITARY, STORM, GAS OR WATER LINES BELOW GRADE, THE PLUMBING CONTRACTOR SHALL FURNISH TO THE ARCHITECT TWO COPIES OF A GRADATION PLAN OF THE BUILDING DRAINS AND SEWER LINES WITH PROPOSED ELEVATION GRADES SHOWN AT EACH MAJOR GROUP OF PLUMBING FIXTURES, AT EACH PIPE LINE INTERSECTION, AT EACH PIPE LINE CROSSING, AT EACH GRADE BEAM OR FOOTING PENETRATION/INTERSECTION AND AT ANY EXISTING PIPE LINE CONNECTIONS. THE PLAN SHALL ALSO INCLUDE ALL THOSE PIPE INTERSECTIONS AND/OR PIPE CROSSINGS THAT ARE EXTERIOR OF BUILDING/ADDITION INCLUDING ANY MANHOLES, CONNECTION TO EXISTING MAINS AND CLEANOUTS TO GRADE. 2 -WAY CLEANOUT (2/C1.3) GENERAL UTILITY NOTES: 0 0' GAS SVC. LINE BY CENTERP01NT 1. ALL BIDDERS SHALL FIELD VERIFY EXIST SITE CONDITIONS SO AS TO BE FAMILIAR WITH PROJECT PRIOR TO BIDDING WORK INCLUDED IN THIS CONTRACT. ANY DISCREPANCIES SHALL BE ADDRESSED PRIOR TO BIDDING. 2. CONTRACTOR TO VERIFY AND MARK ALL EXISTING UTILITIES PRIOR BEFORE ANY DEMOLITION OR NEW CONSTRUCTION WORK COMMENCES. 3. ALL WORK SHALL CONFORM TO LOCAL & STATE CODES; ELECTRICAL & PLUMBING LINES SHALL BE INSTALLED BY PROFESSIONALS LICENSED BY THE STATE OF ARKANSAS. 4. ALL WORK SHALL CONFORM TO THE SPECIFICATIONS SET FORTH BY THE ARKANSAS DEPARTMENT OF HEALTH, CENTRAL ARKANSAS WATER & LITTLE ROCK WASTEWATER UTILITY. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY CONNECTION FEES AND AS-BUILTS REQUIRED. 5. CONTRACTOR TO VERIFY UTILITY CONNECTION LOCATIONS TO THE BUILDING WITH THE PLUMBING SHEETS. 6. ALL WATER UTILITY CONSTRUCTION SHALL CONFORM TO THE LATEST CENTRAL ARKANSAS WATER STANDARD SPECIFICATIONS. 7. A MINIMUM 10' HORIZONTAL AND 18" VERTICAL SEPARATION SHALL BE MAINTAINED WATER OVER SEWER OR ENCASE. 8. THE THRUST BLOCKING FOR THE RISER SHALL BE VISUALLY INSPECTED BY A CENTRAL ARKANSAS WATER ENGINEERING TECHNICIAN. 9. THE ENGINEER SHALL BE RESPONSIBLE FOR PROVIDING PAPER WORK AND ASBUILTS THAT MEET OR EXCEED CENTRAL ARKANSAS WATER'S REQUIREMENTS. SITE LEGEND — PL PROPERTY LINE 5 EX. SEWER LINE G — EX. GAS LINE ---- LEX. OVERHEAD ELECTRIC W EX. WATER LINE EX. TREE 100 PR. CONTOUR -- W PR. WATER S PR. SEWER G PR. GAS ST PR. STORM PIPE ® PR. WATERLINE BLOCKING PR. CONCRETE TS TOP OF SIDEWALK TP TOP OF PAVEMENT TC TOP OF CURB TG TOP OF GROUND TW TOP OF WALL RCAP REINFORCED ARCH CONCRETE PIPE CPP CORRUGATED PLASTIC PIPE FL FLOW LINE C.O.T.G. CLEAN OUT TO GRADE EX EXISTING PR PROPOSED W®U ®� Q i IL OWE E J ZZ Qe • �•m LL❑O O Q1 ®acu N N U ® r ©'1) • 0 �Q(9 ®®vj rn J[�c10 Nu ,r Wcl O Z W d Q Lu W W Z Ir 0 W Q W J U I cr W Lu ® J cr 0- J J m Ile I�/�'S1 N11,Op _ 1111 ARFOAS �. rt** -_ .-_. REGISTERED PROIFESSID�I, P, GINEER *** No. 12742 p 111 ;c OSN u,W,�XA/11 `YI111111II„/ OF kt,”, / - _� ENGINEERING, INC. p= v N0. 1564 2; "o, DATE: �Annnnll DATE: 1-24-2017 PROJECT NO: 16023 DRAWN BY: JM REVISION: C1.3 5OF5