|
,..rnsa. .. . , .mn,evmx .ewwM'mv:wwnv<s•;ty" pY'YLC'b4%'tlly1��"v'A'1145SMhMeY_✓4➢!�".M1'TaYY1l:4.Y�L'."!a'^!!!'•W'8m"YtiMll re.-...- y�.e... _ yy, eeammwwae'o- p51•'.'ffi"�'AMYtLt'4Y1t*Lw6%'�.rCNY�lKiNR1Pd,.£'44S\f9i1'Y"M'£O.W'Y.fP�L`ELN..ti1tiMYiLk9Ad•N4pR•Pdll[@x*RF'T1•✓S)�Y"'M.3TllY'%Nl'bAIY.YS2<:2!ffiVYLY'Y4P9T_d]AaY3dM' .HSWP31SY4�&":,fW1W�'ATE'S15�SdbM:s.WS9,WWYN.WY`i'SdMMiY1:.W&'dLyY^'!ffiMdHCHkBAYS'�B'9. •..
<br /> `9'8@L * �"x-_:e.,mp�x9Y$eS1§LL^l •••• ,`••"'«.- 5ffS5NSS`�%'.i&S +miu.su+so-vnsu�g.�qfG.4YFt>HV6'tl5&6'&Q4Mi41°'092H"69LVMLLG^ -••••• =•'". •A,'
<br /> MJ6WLPk1'�[1BR'a"A9NLY� L ffiW!'uiflffi' id'�29beY�vMYa4W1imSV'1ti.R^IIfSQ4]pP6`C2T v" {1
<br /> F
<br /> GENERAL NOTES
<br /> Ll
<br /> 1)VERIFY LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILHI PRIOR -__S 1
<br /> TO ANY CONSTRUCTION. CALL "DIG ALERT" TWO FULL WORKING DAYS Ir p
<br /> f PRIOR TO FXCAVAHON.
<br /> _ tt
<br /> 2)FURNISH, HAUL AND APPLY ALL WATER RFOUIRED FOR COMPACTING AND
<br /> FOR IHE CONTROL OF DUST FROM CONSTRUCNON ACTIVITY.
<br /> 3)COMPACTING SHALL_ BE AS FOLLOWS:
<br /> MATERIAL PERCENT OF
<br /> LAB DENSITY
<br /> 5IJ13GRADF_ 95%
<br /> TOP VIEW
<br /> BACKF LL 95%
<br /> R_8„
<br /> AGGREGATE BASE 957, --- --.__..___--
<br /> THOSE AREAS TO RECEIVE FILL_ ARE TO BE SCARIFIED TO A DEPTH OF ( —
<br /> TWELVE (12) INCHES, BROUGHT TO THE PROPER MOISTURE CONTENT, AND
<br /> COMPACTED TO THE ABOVE DENSITY. 7" CRUSHED STONE BASECOMPACTED 10 95% MIN. SURFACE COURSE_ _4'• STEEL PIPE ASPHALT CONCRETE 4"0 SCHEDULE 40
<br /> iA
<br /> 4) REPAIR OR REPLACE EXISTING IMPROVEMENTS IN THE WORK AREA WHICH COMPACTED
<br /> TOOL EDGES (TYP.) ALT_ SLABS 6" MIN. I
<br /> HAVE BEEN REMOVED OR DAMAGED DURING CONSTRUCTION. ALL REPAIR, — " THICK CONCRETE ASPHALT CONCRETE
<br /> REPLACEMENT, OR CLEANUP SHALL BE DONE TO THE SATISFACTION OF - ZIP STRIP/ SEALANT PAVING OR
<br /> IHE OWNER, -o"s- C - P4 FIRST POUR
<br /> CONCRETE SLAB
<br /> O OpU,O �pv OICjpU O ��p io
<br /> 5)AI_L MATERIAL AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THR 1/2 A f
<br /> E �QO nAQG o�QO uOQ:Q : EDGE OF SLAB SECOND POUR
<br /> L STATE r STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION, O;° ' ° . ' � ° _ O: (TYP ) ---\ #4 REBAR AT 1a" ON CENTER �
<br /> CURRENT EDITION WITH SUPPLEMENTS, AS APPLICABLE 1-�}
<br /> 6) AGGREGATE BASE COURSE GRADATION SHALL BE: _ v- EACH WAY CONT. THROUGH
<br /> v �.. �_ : v <T v <i v RCONI EBAR01_ JOINTS. CENTER
<br /> SIEVE SIZE PERCENT PASSING _1 ._I—._i �_ �, O._:o REBAR IN DEPTH OF STAB.
<br /> If r v v' v' ,;
<br /> 1", 100 II III--III _I� III I III—�� °��0 °00 0. ToT o o cv rt
<br /> 3/4- 90-100
<br /> 1/4" 45-75
<br /> #200 0-10 8" COMPACTED TO 95% MIN — t��r '
<br /> SELECT FILL (CLASS IT OR III SOIL) -LI, III—III—III
<br /> 7) ASPHALT CONCRETE' ASPHALT CONCRETE SHALL CONFORM TO SPECS. 1Hg -III-III-111 •III=III„ „ III-III,,,III—III „TIL JI
<br /> GRADATION OF MINERAL AGGREGATE SHALL BE: NOTE:
<br /> REAL COAT SHALT. DE POLYMER MW. B'• SELECT FILL - CONCRETE FOOTING
<br /> SIEVE SIZE PERCENT PASSING SLURRY SEAL "SUPER DRIVE TUFF" COMPACTED TO 95% TYP. OF (2)
<br /> 1 100 AND SHALL BE APPLIED EXACTLY
<br /> 3/4" 90- 100 PER MANUFACTURER'S INSTRUCTIONS. NEW yy�Xy,A ��.�.a�. SEAS EC TION^ 4a1P.1D 1 SIDE VIEW
<br /> 3/8 60--TJ�S 9° �,u5�"k�8.y Ya{ a 'a�'" f "`�
<br /> g3 25-50 AC PAVING wB�A�':: rNIL.` JOINT
<br /> #200 2-6 �c-����r�a� Bei d��-- -- - v����c� r�-c� USHAPED 3O�.�, �i[�
<br /> 13)PAVING ASPHALT SHALL BE AC-40 AND SIX (8) PERCENT BY WEIGHT OF 1/2• " j U`130LURID-4
<br /> IOTAI_ MIX.
<br /> (J)AI.-L. CONCRETE SHALL HAVE 4000 PSI MIN. COMPRESSIVE STRENGTH AT 28
<br /> DAYS UNLESS OTHERWISE SPECIFIED.
<br /> 10) COMPLY WITH ALL APPLICABLE OCCUPATIONAL SAFETY AND HEALTH
<br /> ADMINISTRATION REGULATIONS,
<br /> u
<br /> 11) SEAL_ COAT SHALL- BE POLYMER SLURRY SEAT_ "SUPER DRIVE
<br /> FULL" AND SHALL BE APPLIED EXACTLY PER MANUFACTURER'S
<br /> INS LRUC TIONS.
<br /> y
<br /> )9 GL 12 CT- ISPENSER
<br /> — — INSTALL SUMP
<br /> 2' 4' 2• 2' V44111 1-1/2" UP
<br /> PAST TOP OF-
<br /> GRADE.
<br /> �� pcCa.%i "1ss��•'.
<br /> rSi _
<br /> DISPENSER
<br /> SUMP
<br /> m iv DIS ENSER o `j
<br /> �N SECTION A.A
<br /> COLUMN q
<br /> (L) 'U" SHAPED GUARD d q�
<br /> \ �Y
<br /> POST, 2 PER ISLAND , n,_/>
<br /> SECTION 0-8
<br /> HANDICAP ACCESSIBLE ISLAND PLAN �� -- — -- - 12� - -
<br /> '') THE HILLIEST OPERABLE PART OF EACH PRIMARY
<br /> OR ALTERNATE CARD READER SHALL BE NO MORE
<br /> ------- ----- I
<br /> THAN 54" (1372mm) MEASURED FROM THE BASE N0. RFVI SI OPI S. DATE DWN CKD,G OF THE FUEL DISPENSER. WHERE CARO READERS
<br /> DISPENSER ARE LOCATED ON FREE STANDING PEDESTALS, THE 1 • '"+n
<br /> "U" SHAPED , p_ __ CARO HEADING CONTROL FUNCTION SHALL BE NO
<br /> BOLLARD COLUMN y MORE THAN 54' (1372mrn) ABOVE AN ACCESSIBLE Y . 11 9 E M
<br /> TYP. II CJ ! LEVEL AREA WHICH IS SERVED BY AN ACCESSIBLE 6301 WATERFORD BOULDFVARD
<br /> PATH OF "(RAVEL BOX 26u47
<br /> OKLAHOMA-,CITY OK 73126,
<br /> II2.) AN ACCESSIBLE_ PATH OF "TRAVEL SHALL BE -- _--
<br /> !� PROVIDED TO THE BASE OF ALL FUEL_ DISPENSERS J � • •sS
<br /> REQUIRED TO MEET THE PROVISIONS OF 'IFIIS
<br /> t TOP OF `_SLAB SLCHON SUCH FUEL_ DISPENSERS SHALL BE — —
<br /> MOUNTED ON THE ACCESSIBLE LEVEL AREA.
<br /> 3.) AN ACCESSIBLE LEVEL AREA SHALL BF PROVIDED
<br /> LSI Adapt Inc
<br /> ,p - 29651 CENTER RIDGE ROAD, SUITE 150
<br /> - -- �l--- �
<br /> WHICH IS MINIMALLY 30' BY 48' (762mm BY WESTLAI<E, ON 44145-5627
<br /> 2' 2 q' I 2' Z' 1219rnm) LEVEL AND CLEAR. THIS AREA SHALL — _ TEL: 440-871-1603 FAX. 440-871-1739 -
<br /> I -- f BE PROVIDED WHIIIN 10'(254rnrn) IN PLAN VIEW .Trois
<br /> (L f f( OF THE FACE OF THE CONTROLS AND SHALL HE
<br /> UNOBSTRUCTED BY ANY FEATURES, EXCEPT PUMP `ppreSsrayq�
<br /> J-L NOZZLES AND HOSES, WITH THE LONG SIDE OF a�� f
<br /> DISPENSER y DT47 � AS-NOTED
<br /> SUMP THIS SPACE PARAI LEI_ TO AND CENTERED [PLUS a R� F, '2(„ oar 1N ---
<br /> Pa i CARD-READER TROLSITH THE (ACF OF THE U 7 �A p onre aLor o 02-26-Ot - -
<br /> OR MINUS �.
<br /> L.-I� �� uCA ACCESSI Lr ISLAND ELEVATION � `� 02-26-07
<br /> --- ------------ ----- --- AD .0 -[1j T��L-,t,� � 4.)
<br /> i
<br /> e SLAB AS DICTATED BY SLOPE OF DRIVE SLAB.
<br /> TO 7" FROM TOP OF ISLAND TO TOP OF DRIVE °ra V sBM
<br /> I cT€C"x`ib
<br /> WDH
<br /> — 90
<br /> EN m
<br /> CONSTRUCTION DETAILS
<br /> _J •`nrw,.var"..v' §Y34i9d�CBffiieYV&.®tlSSID"NSE:ffi'w'+`�WmJ.�1YY�lSffi6M,'m`".u65dLS4�F3Y':SNS �2�135fA`II `••"••• •"'S'�i"w^1w�4�]�13N31. "• r * rre'wxmne _ ......�<.<.e........ i
<br /> R
<br /> �r,:r.—. u„. -.,�;�.-.,....�...............«,-. 9...�A-.Q�,,..: -._� ....m.,......m...._-.�,.». �.=.rma�'�sEz -^ a,.�... ,.,".sys�:x .+avxvs�.•aw.vaawdutasm¢n+.u ,�Nr,•.;w:aiaus�,.*'za�tr asuccxaxn,�^ lau rasvusa:�s-s�aQ..�. gym* s.s"x+a.�es.' •uavw>c.m.,c�,rer"ma.•s'•,w�. nemx ��axa�aa. f�saaun _.. _ xtsx�szaerxses.,x�redru•'au'rtaazryniass.�esrxrta»a,. . ,
<br /> I C-S
<br />
|