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HomeMy WebLinkAboutZ-6554-H Map 18`. DETENTICNit�'CiND � �� o r i 00 �� I�j ,'' I I DIY l L ...,-.,°.�,_.-., "` s iF C� I r S; I! 3i f7 ° EX 8" SANITARY SEWER LINEIf If ail all' ii v' if ( { i t z5'BIIL Iry sLrBAcx �~` Ii ; I� �" if i �i I 1 et ' , t co`"'F �tHANK'S FURNITURESEPARATION LOT 1, BOWMAN KANIS $S FL=460.37 COMMERCIAL ADDITION til P.B. I, PG_ 120 €I f % STS FL=447.55 ZONE PCDif EX. FIRE HYDRANT AND METERS TO BE RELOCATED EX. FIRE HYDRANT 1 I CONST_ 286.3 L.F OF ���k 1 - - r I 00 ) I ur;>. PROP. RELOCATED FIRE HYDRANT, RELOCATED - ) (• IT 4EVE ERVIC NE -_.___ _.. t 20' GRADING ! p T 1N SERV!1 DOMESTIC WATER METER, �x -)i i if {t; -- ! 2Oo i�11NPE �j �` fi METER - 1 �(E ( s I t '-j ES1yIT EX.�8'�WATER L t � I 31I I _ _ . s Dx- n 1$Ia Ia, � ,. t .. _-c""€,_•�, � __ _-- �_-W_- - � JJ�� Na4L i I�rt(� I is 1 (2) 10' x45° BEND , ,, . , - I -- M. T g w :a __ - - - - -, GAS _ _ s'i W/ THRUST BLOCKS a,l ', " '—�"' ,?�_ —rK^ -- — — -- —. .� �S,.---�--i tl __. '2 v 11 _ GAS. _. VS k �� ,....-... , � , . .,, : c'.,,s;-•-�` ' Y„° � .rw. � ... � ._ .._.. r i tF I it CONCRE> �ZNGAS WHERE 10"WATER'LINE ; 1) 1 A E A�V B t ( ' I5 LESS THAN 90' FROM EX GAS INE E ddifg. 457.98 I SANITARY SEWER MAIN 1 IN=458 C. � _ 3f1 Iif of li #' I II{ FM,HYDRANT !! $ it 0 1 Ci NC, PAD ( I I 3)FF E#�l3Rt dTRkSER f i - - --. ( 00, if I I 1 10 x110 TEE if ti 1) 103 ALV & BO I (1) FIRE HYDRANT BOX w - I (1) FIRE HYDRANT RISER off I (1)10„x6"TEE ! 1' „' f C { S (1) 6" GATE VALVE S, BOX ,' i w- Q t . w DOUBLE CHECK BACKFLONJ W PREVENTOR ASSEMBLY IN ) f If Q ! �; .:;`6",tv` ..,t•"; �,�'.w ".;, ii RF4 I,.BU1LDiNG(10”LINE). REFER- - _ I : 26 '»�^,�.y%,,,u,, Ti L » _mg -r_ `Y - ry ry '"r It r i TO MEP PLANS FOR C I I I d qgi Q a O _ CONTINUATION (TYR) LOWS S � � � W ' II � � I 3 € I i I W 0' 94K SQUARE MOD9FIED+? 3 PROP. 10" WATER LINE (C-900) w i 95,502 SF (SALES FLOOR) � o _ f � �+I ; J g j I S 24,535 SF (GARDEN CENTER] ii' I III i` J O I FFE = 457.10«� Z vs 3 PROP. GAS METER AND LINE o CONTRACTOR TO COORDINATE _ I' j if Cq WITH . RVICE PROVIDER t r� S t I l i I' i Sr ; t` (( k tl i 79' O Irr W # iiI _ E E u -:y% f s �>,.,,, i I I rl w I 1 I� k I I i� I i ' � f S _._ � 113) II s I �+ ` r PROP PAC} MOUNTED TRANSFORMER,' " StTE ELECTRIC LINE CONDUIT PROP. 10” WATER LINE j I 1 C CQNITRACTOR TO COORDINATE WITH ".. SEE Sl7E L[{aHTSNG P!A#J, I 3 } I (C-900) b SERVICE PROVIDER ROUTtl�1G INFOR- � I gg j EX 8"SAN/TARYSEWERL E_ �++dp !Z i n PROPI PAD MOUNTED"GENERATOR r L REFER TO MEP PLANS FOR SIZE' Ji tit) r(t IJ# j (1) FIRE HYDRANT 3 DETAILS > " 0` I I i i }" 3 I k ii Ei t 1` I (1) FIRE HYDRANT RISER I , I ! I i1 ) , I . � III (1)10"x6"TEE . (1) 6" GATE VALVE & BOX m { (1) FIRE HYDRANT ( _ i 31. (1-) FIRE HYDI ANT RISER � 1 � i 1 N a i. (T�) 1l"x6 TEE ¢ I i C I I I I 1 -- C�I B f :L LJ TELEPHONE.LINES i i i b?� GATE L E j fnOXJ. jj¢�� I {i CONTRACTOR TO COORDINATE`- I 2 10' 45° BEND WI THRUST BLOCKS WITH SERVICE PROVIDER - J I (1) 10"x10" T ( { 10.,W (3) 10" GATE VALVE & BOX 1 �2w 10 W 10"W I 11 fl ; I EX. WATER VALVE k a a r „ : «•8e ,.>:.: � .. ,. , - , ,<:r„:.4 x v ,s at,.c.r.. ,Gu+' "% .., ,. ,,:.,. w > ,. ,. „ ,...... _.:. --- __."-..... - __.-_..._ ._....�^ .,«��. s '3 e 1 , .,. ,s< t ” �• , , ,C` .:_vh',:1d(S ar"J... .�.. ..... ,.. n., i ttt.. Y r, .._, C' (� C _ , _.: ..,. ., ... r ,t- d.,.x x .c, r ,,. .... _.' ___ > . a.. , r., _ ., _ , . _L.•. .,. '.. , .. > r ;,, " r m;�rA-. Y'Nr., un,. i,,+k.., t:. :: ,..n_ ___ ___ '_ •a _. ... :: ... .. ,..., _.__. .m wS n., ,r+. ... `'ix b ...^�.. .Y ;.:: 0 .._ __. �_ ._, r. S'K;Wz...;.v. _. -. _ 3t., P ... tr ,..., �.-. ,.,. x ,. W .a ,..r.,a :,, . *yx , •:;e.-' • xr h t f , r 1 ,s; Tw^ _, ... , ,.,.,:. W sw T— r W . W w c h'Y� .; H '9t' s a e-.' '-._ ®"_ ----_8 r - S.+i r ._.. N mS — — _ _m �'==' ...Za`• `* \ l —� II'� � VACANT AREA COMMERCIAL AREA OH E i e 4 .1 `. LEGEND -- BOUNDARY LINE P EX. WATER METER OT EX. TELEPHONE MANHOLE -- -- RIGHT OF WAY LINE 0 PROP. WATER METER Q EX. TRAFFIC SIGNAL LIGHT ------ EASEMENT LINEres V = 9 = a EXISTING CONCRETE CURB AND GUTTER ® EX. SPRINKLER VALVE 13 EX. TRAFFIC CONTROL BOX PROPOSED CONCRETE CURB AND GUTTER ®5 EX. AUTO SPRINKLER O EX. FLAG POLE — — — — PROPOSED FIRE LANE STRIPING EM ❑ EX. ELECT. PEDESTAL ci EX. YARD LIGHT OHE OVERHEAD ELECTRIC UGE UNDERGROUND ELECTRIC ET EX. ELECT TRANSFORMER © EX. GREASE TRAP GAS GAS LINE El EX. ELECT. METER ® EX. SS MANHOLE UGT UNDERGROUND TELEPHONE FO UNDERGROUND FIBER OPTIC PROP. ELECT. METER ® PROP. SS MANHOLE 8"SS SANITARY SEWER pC EX. AIR CONDITIONER O EX. GAS METER 8"W WATERLINE d EX. SIGNAGE Ak PROP, GAS METER • BENCHMARK EX. LIGHT POLE EX. ELECT. MANHOLE FIRE HYDRANT 0 EX. POWER POLE GC PROP. LIGHT POLE EX. STORM MANHOLE Z WATER VALVE X PROP. POWER POLE rnD p EX. BOLLARD KaaP EX. WATER METER PIT ❑ EX. TELEPHONE PED. Eammmom PROP. INLETS (SEE GRADING PLAN FOR TYPE) vs VERTICAL SEPARATION REQUIREMENT UTILITY RESOURCE LIST WATER AUTHORITY ROBBIE BILLINGSLEY WATER REGULATIONS SPECIALIST CENTRAL ARKANSAS WATER 221 EAST CAPITOL AVENUE P.O. BOX 1789 LITTLE ROCK, AR 72203 PHONE: 501.377.1226 FAX: 501.201.4980 EMAIL: Robbie. Billingsley@carkw.com 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. I. 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 S 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 50' 75' 100' �eEF0RE YO U 4 00 u8 2� 9yf 4S 0 N E 0 p`V Si5 LOCATION MAP: R 13 W ATKINS ROAD T 9 0 1 N 4 N PROJECT LOCATION BOWMAN ROAD 0 NOT TO SCALE PROJECT: LOWE'S� LITTLE ROCK, ARKANSAS PROJECT NUMBER: 15010 DRAWING DATE: 03.22.16 ISSUE DATE: 03.22.16 SEAL WK ONE 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