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HomeMy WebLinkAboutZ-4336-II Map 1I U — i G— —G— — —� N� CP 9 \cam 0 I I MARYLAND AVE. (W. 9TH STREET -------------------------- --G--�--G—JG——--G------G-- I I 20 �0NTELL I 1 I PRINKLER } / CONTROL m I ---- " �— —OHE HE I IwV — G------G-------G— ---�-----G---- — 6' CHAINLINK E 1 239 6 —x- --X--- X — ! 1 I I I I " r.l 7,. 4Pr4 . `7- 0 6 I LJ EA '�5.C3 _ I ¢4 iJ A3 nT 2" MIN. CALIPER „, , ; I i v SHUMARDII READOAK j I " t ''� Q R1 10'-12' HEIGH; (TYP) :..� E ,.."J INSTALL WHEEL r, ti - O -N STOPS (TYP.)(SEE F 1 U DETAIL SHEET C1.5)Q�l til G9 fT --- --- II I M) BC FEq'H NN T 20 I X i s `' X01 T17G R WAILL N I c 1 DRAW PfPE i I i A I T u N = 14 9Ez 3 7 U , I mi �= 14 SPACES � '" € I I 90 X12£ G 1c I ASPHALT - ---nE lw� 1 .1 0y,_ ' I I PARKING L 0 I t;. IC14� �° SSG (EXISTING R 6: 1 t{I.J.JNGTRUCT OCK WALL z N 44<9429 !is � I z N m ik $I e K' a, 14 46.74 c� 1 2213979.8 GENERAL NOTES. ; �i t I .. s# », PID CHAIN LIN; Iif FEI X, INCH 1. ALL OSHA REGULATIONS SHALL BE STRICTLY FOLLOWED AND SPECIAL CARE TAKEN TO PREVENT _ — ( ) , XI TING'N I INTERACTION W/ OVERHEAD OR UNDERGROUND POWER SOURCES. U I �. " —"'_ , m;r 6 148909.51 2. THE LOCATION OF KNOWN SUBSURFACE STRUCTURES, PIPE, POWER, GAS, PHONE, ETC. ARE SHOWN OiJ B 0 C I ' j 22 968.0 I THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING INFORMATION AND SATISFYING � ri – HIMSELF AS TO THE LOCATION OF THE AFOREMENTIONED ITEMS, SHOWN AND NOT SHOWN. ALL REPAIRSTO I Z N E l 2 i I ; ;) O I IOHE— UTILITIES DAMAGED BY CONTRACTOR SHALL BE MADE AS REQUIRED BY THE OWNER OF THE UTILITY OR q C �1STRUCT RACK LL STRUCTURE. THE COST OF SUCH REPAIRS NECESSARY SHALL BE BORNE BY THE CONTRACTOR. – – _ – – – – – – – I SPACES G EXISTING ROCKW(SEE ,y4�a 1— --- — — — - .... — — --- --- — — — �' _ , � , _ —Q DETAI� SHEET C115) 3. ALL STREETS, DRIVES, WALKS DRAINAGE STRUCTURES, FENCES, ETC. THAT ARE DISTURBED SHALL BE � � ' f RESTORED TO THEIR ORIGINAL OR BETTER CONDITION USING LIKE MATERIALS. COST OF SUCH REPAIRS SHALL CL 9' BEACH=144.0 ° –� i6" DRAIN PI E(bUTLET BE BORNE BY THE CONTRACTOR UNLESS PROVISION FOR PAYMENT IS MADE IN THE PROPOSAL U �— ;. a; m 4. ALL CONCRETE SHALL DEVELOP 3000 PSI COMPRESSIVE STRENGTH IN 28 DAYS UNLESS OTHERWISEcil 4'17 1 f AMP 2' WIDE CONCRETE DRAIN WITH 1/4" — 12 74,87 SPECIFIED. ALUMINUM PLATE COVER I 5. THE CONTRACTOR IS REQUIRED TO NOTIFY THE ONE CALL CENTER AT 1-800-482-8998 48 HOURS PRIOR (SEE DRAIN DETAIL SHEET C1.5) 8 TO DIGGING IN ORDER THAT UNDERGROUND UTILITIES IN THE AREA CAN BE LOCATED. I I 6. WATERLINES SHALL HAVE MINIMUM OF 10 FEET HORIZONTAL CLEARANCE FROM SANITARY SEWERS. WHEN WATERLINES CROSS SANITARY SEWERS THEY SHALL HAVE A MINIMUM OF 18 INCHES VERTICAL SEPARATION I N I � WITH WATER ON TOP, ELSE ENCASEMENT PIPE WILL BE REQUIRED. ANY DEVIATION MUST BE APPROVED BY THE ARKANSAS DEPARTMENT OF HEALTH IN WRITING. 7. INSTALL POLYETHYLENE ENCASEMENT AT ALL LOCATIONS WHERE NEW WATERLINE CROSSES EXISTING NATURAL GAS LINES (20' EACH SIDE OF CROSSING) AND WHERE OTHERWISE SHOWN. =�v I 0 ^� ai ° i I V vvm II 0111 CT —DI I n �I ASPHALT fi IPA KING L I I n I INTERIOR PARKING SPACES TO BE STRIPED TO THE DIMENSIONS ON THIS SHEET AND PERTHE SPECIFICATIONS. I I yT EXISTING STRIPING IS TO BE BLACKED OUT AND RESTRIPED II I I FL IN 60" RCP AS TO MATCH NEW STRIPING FOR INTERIOR SPACES 0 Y. II F MNORTH=353.25 II ( I FL c T 12" RCP TO SW=352.45 I II I I � I II I I II y ti I c9 I I ti ©m I F, I 2—STORY al --�-- // B R I C K I I III s NURSE RECRUITMENTS " �v 6 1 , u SECURITY EMPLOYMENT II =—t— o I I �y p II U r II m I I I 1 2–STORY 1 R i. K U NURSE RECRUITMENTS SECURITY I EMPLOYMENT I 1ST STORY F.F. 374.96 I foI1I >ItiII P 1 , x2ND STORY F.F. 383.58 �M 1 1 �\m ``------- BCPHP-------J �---BCPH �PHN tI - ------------------- BCHwcID6.5 ecuRINr - _--- — —OHE_ 2„W— — ------- ------ --� --- ----- —-----0HE— = 22 -- -- -------2"W-- --- —2"W— -- — i OHE— — - - OH —�HF O II \�^ ASPHALT ASPHALT ISI o II ________________ ------ _---!---_� - . - - - - - - - -------------------- TO ------ --- ---- ----44 ---36"W----------------- 36"W---------------6"W-------------36"W--------------36"W-----------------36"W --m-----I--- I I W I LI TPEDEJ �— I fl I - - 4—G- 0/09 at 11:6Pm-- iQ �F. 383.31 0 TT _ it zz II I 4 I I II I RFORD HOLLY MIN. H IIAT TIME OF PLANTING IC ITER TO CENTER (TYP) II f) MCCLELLANI7 l F F CONSULTING ENGINEERS, INC 9 900 West Markham Little Rock, Arkansas 72201 PH# 501.371.0272 Fax # 501.371.9932 1810N. College Fayetteville, Arkansas 72702 PH# 479.443.2377 I . Fax # 479.443.9241 1 � 1 1 --- --- BCF ---------- - moom1Am comyn EEEff Bo. 24 . _ No.12362 -341-cq HE--- i OHE OHF— —OHE— - —OHF— W I 1 _ WV PROJECT ENGINEER j�--2"W---------2"W---------- RLY — — — DRAWN BY --————————————— — — — — —— -- p - - - - - - - - - - - - - - - - - - - - - - TEB 0 11 DATE —36"N— -------36"W--- JAN 2009 — II 36 W — SCALE IJOB NUMBER 1"=20' LR08-5770 —G 1 1 /4 GAS LINE II II X1.1 5919—S1