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HomeMy WebLinkAboutZ-6554-H Map 45EX. PiETENTiON POND f 20' GRA,..'?. ING ESMT, f' I , f ) f (2) 10"x45° BEND 1 W/ THRUST BLOCKS f €' 1 ( ) j CONC. PAD I ) 1 fl � R I I i r /�� 1 t� (1) FIRE HYDRANT J, (1) FIRE HYDRANT RISER (1) 10"x6" TEE Q (1) 6" GATE VALVE & BOX z � ' 26' CL I I It rr f1„„i.,:/ xV `raw f r \ , EX. 8" SANITARY SEWER LINE „ — — _ r ° GO k 1 i (71 - 4' r �• " II r CONST. 286.3 L.F OF IT t ttEER$ERVjCE1ANEWi` 2.bo0 . fyllN. PE U �i --)-- ;e 4l IS VS 1 ; <,•' r zlt € iii gg;1 Do Edf € f It {` SI s ):I = — i It It � 11 ! I 4I Itafij In I X it o-+ I, 2� (L INC SETBACK tI I at SEPARATION HANK'S FURNITURE tal LOT 1, BOWMAN KANIS SS FL=460 37 COMMERCIAL ADDITION P.B. I, PG. 120 T'` xlIr STS FL=447.55 ZONE PCD EX. FIRE HYDRANT AND METERS TO BE RELOCATED EX. FIRE HYDRANT PROP. 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I —_T— 8 fiS W y-�- *q, ' cS 1A1 I n{ -1E' _I; t { 0 W,t --;`— W "� r It2y0 r*�-r H J -� ' �_._. `.'..Y.' ...� � ......, ,� ,. •""ter, rr-,...._.._ p c _ Uj VACANT AREA COMMERCIAL AREA ®®� e\HE° LEGEND UTILITY RESOURCE LIST -- BOUNDARY LINE 0 EX, WATER METER OT EX. TELEPHONE MANHOLE WATER AUTHORITY -- -- ROBBIE BILLINGSLEY RIGHT OF WAY LINE PROP. WATER METER g EX. TRAFFIC SIGNAL LIGHT WATER REGULATIONS SPECIALIST ------ EASEMENT LINE� CENTRAL ARKANSAS WATER = m EXISTING CONCRETE CURB AND GUTTER ®cV EX. SPRINKLER VALVE ® EX. TRAFFIC CONTROL BOX 221 EAST CAPITOL AVENUE PROPOSED CONCRETE CURB AND GUTTER AS FP AUTO SPRINKLER O EX. FLAG POLE P.O. BOX 1789 PROPOSED FIRE LANE STRIPING FPD LITTLE ROCK, AR 72203 BNE OVERHEAD ELECTRIC El EX. ELECT. PEDESTAL ® EX- YARD LIGHT PHONE: 501.377.1226 ET FAX: 501.201.4980 UGE UNDERGROUND ELECTRIC ❑ EX. ELECT. TRANSFORMER © EX. GREASE TRAP EMAIL: Robbie.BiIlingsley@carkw.com GAS GAS LINE EM ❑ EX. ELECTMETER® EX. SS MANHOLE UGT UNDERGROUND TELEPHONE FO UNDERGROUND FIBER OPTICTQ PROP. ELECT. METER ® PROP. SS MANHOLE —8 --SS SANITARY SEWER pE EX. AIR CONDITIONER 4 EX. GAS METER 8"W WATERLINE EX. SIGNAGE A PROP. GAS METER BENCHMARK FIRE HYDRANT 0 EX. POWER POLE EX. LIGHT POLE © EX. ELECT. MANHOLE Z WATER VALVE 0 PROP. POWER POLE GV PROP. LIGHT POLE C EX. STORM MANHOLE rna ®f' EX BOLLARD EX. WATER METER PIT ❑ EX. TELEPHONE PED. m ®rmem PROP. INLETS (SEE GRADING PLAN FOR TYPE) vs VERTICAL SEPARATION REQUIREMENT UTILITY NOTES A. CONTRACTOR SHALL REFER TO THE CONSTRUCTION DOCUMENTS INCLUDING BUT NOT LIMITED TO THE WRITTEN SPECIFICATIONS, CONSTRUCTION DRAWINGS, STORM WATER POLLUTION PLAN, AND GEOTECHNICAL REPORT. B. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE OWNERS DESIGN GUIDELINES AND SPECIFICATIONS, AND WHERE APPLICABLE SHALL MEET THE REQUIREMENTS OF THE GOVERNING/PERMITTING AUTHORITY HAVING JURISDICTION. C. CONTRACTOR IS RESPONSIBLE FOR THEIR OWN HORIZONTAL AND VERTICAL CONTROL, REFERENCE POINTS AND CONSTRUCTION STAKING AS INCIDENTAL TO THE PROJECT. D. THE CONTRACTOR SHALL FIELD VERIFY EXISTING ELEVATIONS/PROPERTY LINES/UTILITIES/DRAINAGE PRIOR TO CONSTRUCTION START. E. ALL WORK NOT CLASSIFIED AS A CONTRACT PAY ITEM SHALL BE CONSIDERED AS INCIDENTAL AND THE COST THEREOF SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEMS WHICH ARE CLASSIFIED FOR PAYMENT. F. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL AND MEP PLANS AND SPECIFICATIONS BEING A PART OF THE CONSTRUCTION DOCUMENTS FOR THE EXACT LOCATIONS AND DIMENSIONS OF ENTRY, EXIT PORCHES, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE, AND DOWNSPOUT LOCATIONS/SPECIFICATIONS/DETAILS. G. REFER TO ARCHITECTURE PLANS FOR SITE LIGHTING/LIGHT POLE BASES AND ELECTRICAL CONDUIT PLACEMENT AND SPECIFICATIONS. POLE LOCATIONS ARE SHOWN ON THIS SHEET FOR REFERENCE ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY AND ADJUST ANY CONSTRUCTED CONFLICTS WITH UNDERGROUND UTILITIES, SIDEWALKS, ETC. H. CONTRACTOR IS REQUIRED TO CALL ONE CALL AS WELL AS THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION/CONSTRUCTION ACTIVITIES TAKE PLACE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH ARE IN CONFLICT WITH PROPOSED IMPROVEMENTS. 1. CONTRACTOR SHALL ENSURE ALL CONSTRUCTED UTILITIES MEET THE MINIMUM SEPARATION AND COVER REQUIREMENTS SET FORTH BY THE PROVIDER, FEDERAL/STATE/LOCAL REGULATIONS, OR SPECIFICATIONS. IN THE EVENT THERE IS A CONFLICT THE MOST STRINGENT SHALL APPLY. J. GENERAL CONTRACTOR TO PROVIDE 2'X2'X6" THICK CONCRETE APRON AT ALL CLEANOUTS, VALVES AND METERS OUTSIDE OF BUILDING, K. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TAP AND TIE ON FEES REQUIRED, AS WELL AS COST OF UNDERGROUND SERVICE CONNECTIONS TO THE BUILDINGS. L. THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES, AND FIRE HYDRANTS. M, DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING. N. ALL WATER AND SANITARY SEWER LEADS TO BUILDING SHALL END 5' OUTSIDE THE BUILDING LIMITS AS SHOWN ON PLAN AND SHALL BE PROVIDED WITH A TEMPORARY PLUG AT END. O. ALL FIRE HYDRANTS SHALL BE PROVIDED WITH AN APPROVED GATE VALVE A MAXIMUM OF 5'(UNLESS OTHERWISE SPECIFIED BY CITY OFFICIAL) FROM HYDRANT. P. CONTRACTOR SHALL COMPLY COMPLETELY WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING AND OTHER MEANS OF PROTECTION. THIS IS TO INCLUDE, BUT NOT LIMITED FOR ACCESS AND EGRESS FROM ALL EXCAVATION AND TRENCHING. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH PERFORMANCE CRITERIA AS REQUIRED BY OSHA. Q. REFER TO FIRE PROTECTION SHEETS FOR LOCATION AND DETAIL OF FIRE LINE LEAD IN. FIRE LINE SHALL BE STUBBED UP V ABOVE FFE IN SPRINKLER ROOM. R. REFER TO PLUMBING SHEETS FOR LOCATION AND DETAILS OF SEWER, DOMESTIC, AND IRRIGATION CONNECTIONS. S. CONTRACTOR SHALL REFER TO IRRIGATION PLANS FOR ACTUAL LOCATION, SIZE, LENGTH AND DEPTH. TEMPORARILY PLUG BOTH ENDS. IRRIGATION CONTRACTOR WILL REMOVE TEMPORARY PLUGS. INSTALL LINES AND PROPERLY SEAL BOTH ENDS. T. THE FIRE DEPARTMENT CONNECTION (FDC) SHALL BE LOCATED ON THE STREET SIDE OF ANY STRUCTURE. THE FDC SHALL BE LOCATED AND ARRANGED SO THAT THE HOSE LINES CAN BE READILY ATTACHED TO THE INLETS WITHOUT INTERFERENCE FROM OBJECTS. U. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE EXTENSIONS OF ALL UTILITY SERVICE LINES TO THE MAIN UTILITY LINES. V. ALL CONDUIT SHALL BE SCHEDULE 40 PVC, UNLESS OTHERWISE NOTED. W. CONTRACTOR SHALL REFER TO LANDSCAPE AND IRRIGATION PLAN FOR LOCATION AND CONSTRUCTION DETAILS OF LANDSCAPING AND IRRIGATION. N SCALE IN FEET 0— 90' 75 100' "1 -”" YO U � � O i 00 a� 2� ',o ®9A w 8 9y�gS ONE Ill-,EDAR CREEK ENGINEERING -PLANNING. CONSULTING P.O. Box 14534 Oklahoma City, OK 73113 Imills@cedarcreekinc.com Phone 405.406.2372 AR CA 3004 HXR 12/31/16 LOCATION MAP: R 13 W ATKINS ROAD T O 1 H 4 N PROJECT LOCATION BOWMAN ROAD NOT TO SCALE PROJECT: gi;i�' LITTLE ROCK, ARKANSAS PROJECT NUMBER: 15010 DRAWING DATE: 03.22.16 ISSUE DATE: 03.22.16 SEAL THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF CEDAR CREEK CONSULTING INC, THIS SHEET IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE ISSUE DATE IN THE TITLE BLOCK COINCIDES WITH OR POST DATES THE DRAWING DATE. ANY CHANGES MADE FROM THESE PLANS WITHOUT CONSENT OF CEDAR CREEK CONSULTING INC. ARE UNAUTHORIZED. AND SHALL RELIEVE CEDAR CREEK CONSULTING OF RESPONSIBILITY FOR ALL CONSEQUENCES ARRIVING OUT OF SUCH CHANGES. DRAWING TITLE: UTILITY PLAN SHEET: C4.00