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O- PAINT
PARKING SPACES
I.UNLE55E NOTED,ALL-TER1 AND CONSTRUCTION I RE40Y-MI%Ep PAINT-PAIN!$HALL BE SVITABLE fGR ASPHALT CONCRETE
SMALL CCNFCP4 TO EPPU^_ABLE BPECIFlCAnONS OF THE Clry OF PAVEMEN i. STANDARD PARKING SPACES-93
CRAPENNE'MOH AMENDMES-ME NORM CENTRAL TEXAS
COUNCIL OF COVE:NNENT5"STANDARD SPECIFICATIONS FOR 2. REFLECTIVE MATERIAL-REFECTIVE MATERIAL SMALL CONSIST OF GLASS BEADS BUS PARKING SPACES-5 IpIN"
PUBLIC WORKS CONSTRUCTION.'PARTS i AND M.LATEST EDITION ADC ED TO THE SURFACE OF THE FINAL COAT OF PAINT PRIOR TO SETTING,SO 4
OR AM ENCMENTS REFER 11 AFFUCABLE 01Y OF GRAPEVINE THAT THE BEADS SHAH HAVE PROPER ADHESION. HAND.AP PAWING SPACES e 5
STANDARD DETAILS
3. CLASS BEADS SHALL RE MECHANICALLY APPLIED At A RATE DF 51%TO EIGHT
2 CONCRETE SHALL HAVE A ONCIMINIMUM COMPRESSIVE AR STRENGTH OF POUNDS Of BEADS PER CA110N.
]600 PSI A7 28 DENS. OOPS SHA L BE BE BETWEEN
2 TO 2 1 a
TO 61L BY VOLUME. SLLMPS SHALL RE BETWEEN 2 TO 2 I/2 <. ALL PNxr SHALL THE RECUIREMENR Of THE APPROPRIATE AIR
INCHES. CONCRETE SHALL BE REINFORCEDWM 13 BARS ON 24` POLLUTION CONTROL
DISTRICT. I"Nm
CENTERS EACH WAY
3 SAWED JOINTS SMALL BE SPACED AT A MAXIMUM OF 12 FEET AND
I ALL RADIUS REM MS. N BE SAWED WITH.12
HOURS OF THE PLACEMENT OFCCNMETE. ALL JOINTS SHALL BE �}
f41U�V�v� �uNl�V IV�K�l�u�
SEALED. SAWED JOINTS SHALL BE PERPENDICULAR TO ALL RADII. C AUTiAUTION III {
4. BASE MATERAL UNDERLYING PROPOSED PAVEMENT SHALL BE XISTINGI UNDERGROUND GAS/FUEL
SCN.E
CLEARED.CRUISED AND SCA0.FTED TO A DEPTH OF EIGHT INCHES PIPELINE AND OVERHEAD POWER :S
AND COMPACTED'0 957..StAANCARD PROCTOR DENSITY AT A N i 1
MOISTURE CONTENT WMIN 2f,WET OF OPTIMUM. LINES IN PROJECT AREA.
5 FILL MATERAL SHALL BE FREE FROM ROOTS,DEBRIS,TRASH, XPLORER P'IA,P'EE'L�,I1N�E (,B,�tg,�18�,)'�8,+76'-ED03 PART R��' w
ORCAn C MATERIAL,FROZEN MATERIALS,MATERIAL SOFTER MAN Y9v y,ry LY'�,� ylryLrytryGY91YYUy! ^
AOJONNG SOIL ROCK OR STONE LARGER MAN 3 NCHES MAXIMUM M FfET)
01
MMSON AND OTHER DELETER:CUS MATERIALS. FILL SHALL BE - 111e11 70
PLACED IN UFTS OF 6 NCHES AND COMPACTED TO 95X OF ME
S TANDARO PROCTOR DENSITY AT A MCISMRE CONTENT WITHIN Zx
WEI OF OPTIMUM
6. DIMENSIONS ARE TO FACE OF CURB.
PROPOSED EDGE OF
7. UNLESS 5E O EAH,eE NOTED,ALL RADII ARE 2 FEET, -�= SIOEWA-AREA
B. REFLECT STALLSTALLS SH DELNIATED AM 4"SOLID WHITE �' ,.- �'� CONSiRUCT BA
9
REFLEGTGtL2ED PAINT.
A VTJAENi MARKNG ARROWS SHALL BE PAINTED AM VULCAN pART RAit. MADE REINFORCEOOT TYPICAL)
SIGNS, NC.(FOGEY,ALASAMA).6 FOOT ARROW STEAM OR
EW v.4.F i AS APPROVED 8Y n tt+E Ci OF GRAPEVINE. WOE
ADJUST EXISTING MANHOLE
t0 UN vcs OTHERWISE NOTED,-OSCAPNG UGITNG.9RIGATON CONSTRUCT PROPOSED K"'"""`• is TO PROPOSED GRADE
AND WATER FEATURES ALL BE PRONDED BY OMERS
H. PROPOSED REGULATORY AND N TWIGFCR-TIONAL SIGNS ALL BE DRAINAGE PLUM
PRCMDED Br ME CITY OF GRAPENNE IiF Ndt
iARY W
STING t2'GAS/NEC PIQEUNE _,,.��•.� �, N FURNISH&INSTALL 6-FOOT
t2. NMRBARR seCnoNs OF MU MPS SIAUL CURB ANDS PROPOSED SIDEWALK AT ALL sI •£ -•--" N65 66 RPN66 ~max• m FENCE PROPOSED CHAIN
P OSTR RAW.RTAD n0.Nt AIL
13, SLEEVES SHALL BE CAPPED ON BOTH ENDS WITH REMOVABLE NF N t'•" mwm POIM7 iW N A716.L590 LING tPRAN(LRA
Coves. �� �_ �,../" V R B n1�1M2 E 939.C6MARK:E%L
EXLStiNG ROW' �.- V
0 'V4F0 LL
LT TIP 9• MOEIft N
N63 QLM� TON 6J6.76'
EAii:NBO.D
CONSTRUCT PROPOSED r �� 7 ^ PROPOSED FURNISH&INSTALL
N LINK F OT
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DRAINAGE FLUME �• +•�� 90 FURNISH&INSTALL PROPOSED ` 0
.. eyp, RPN6 AD Sp pC 5 n \ v FENCE CORNER POST '
COORDINATE UST 48 N 1 RPN61 4-PVC REEVES r O. N 469
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rwm tmw 9' :S� ;/RPN76 E 4943, 6
".IN ORM NC EASi1NC SPACES \\ RP,N70 s0'a
N40 .RP RPNS CES 90 9 CONSTRUCT PROP ED N75 4
NO.3 aMz62646 dA5841 FURNISH&INSTALL 6-FOOT RPN4 ID 5PA . PN58 CONSTRUCTION J VTS N72 N'
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RP 6 ♦599 6510 ID-2 9 _4
RP .22 2857 M 63 0 -+Y'- N69
B a6Jp 609E 0 0. t RPN3 i t0 SPACES' gU5 PAR%ING RPN6} • RPN54 tmw
FURNISH&INSTALL 6-FOOT
a v_00.95ti FUTURE RAILROAD ARDFACT N73 CHAIN UN FENCE
RP 11 AB A,717M6 4TT9395S `IpN N38 3 SPACES a 27' 4
56 N59 EXHIBIT AREAr---- 3 L -"-'UE��'"
M PROPOSED STRIPING _ FURNISH&INS ALL PROPOSED 4w aP
;a i3 467."I ,T62.1189 p .-.f f `N
45J.299 40CJ 2O3 tR •RP d} (TYPICAL)
5 a. a7d7.9Bd2 Q, N �y 4"PYC SLEE
i6 59J.7121 ♦B3 38] ;
576 B 99 N
l'90 5086 T 4A
18 5 2 9ta5 20 a]]O RP 4 52 EVINE
RP 9 06692 0>9J06 N N<6 FUTURE RAIL SPUR N9
RP an S9M.]st D3.4943 VO1.126J6•PAGE T128 „• ® w1rr ANn�
• 1 N1
22 6 0.3919 FXiSTING R.PN47 CONSTRUCT PROPOSED IIIM6 N 3 ..
RP 2 "Es OR4 518.1542 PROPERTY A4S CONSTRUCTION JOINTS RPNS ,♦, WR RgyNT
RP 24 a5589"D .BID ., CONSTRUCT 6-FOOT
a51T6 O 461 3093 LINE N26 RAr4K•NMd
26 a524.COa> 46a3.0 NI 9 RPN7 • •NO
RP 27 A605.7a53 46 9 a725 N30 WADE REINFORCED m .a�s1•aft
CONCRETE SIDEWALK
R7 28 a605.3M2] ,o2a2127 RPN32 RPN1 PNIt L� �`
3 1618.DM7 a171,8U6 • • 10 SPACE 0, - t0
RP 3 600 2282 a_d.61J0 ���► $8 • YMw OLN YY
4'PVC SLEEVES
Pd/T f9� �m0111R RP J2 5 t C5 45a23193 0 SQ RPN26 PN27 11 SPACES=99' 11 9 FURNISH&INSTAJ_PR USED
RP 5fi3.SIj a54a.%993 PROPOSED PA ENT RPR31 • 8 SPACES 7
RP 35 5 4 IS 09 m MAR%ING ARR 9• • 9'
in 58.- aE_.98093 O (OYpiCAL) 1, 5 SPACES H 50' T SPACES-63' RPN6 44O
oll 55.5 i a 12.7JA4 C_ "- 9' t • ftPN1S - •RPNS io®ei+'1aAs
5 s.BBssa a5la at tM y B SPACES'72, RPN2C. • R 019 PN .
40 ,5s0 2 A5133 9i NSIRUCT PROPOSED TRANSVERSE
J 3 ANSIDN JOIN
FURNISH L INSTALL PROPOSED
4"PVC SLEEVES RPNi wR�
4t ad90.7072 45t a.7 24 3 SPACES � N TCH E%ISTNC SIDEWALK
RP 43 a5M97522 a^.,91611 =2T' 1 p RP023 '
a3 I'llc 4cc a u ��
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45 4634 OS" 4c4s.eY2] "' "" "" 17 to CONSTRUCT$TAN DA -- N•CI«
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45 4 RPN24 5 FT CURB INLET •RPN2 -
RP a> a636,39J0 4319 a92B cown L WOLF 1 'P • ...- N21 N15 EXISTING R O,W,
t8 4702 G73M 4>086194 NO"45KIN0] RPN3d -- 2/1.�Y CONSTRUCT B`BRIER-ERE ------_-. --•._-••.-..
RP ♦9 4686.2966 ♦6206151 EXU.N02473Y ����_�.. N22 506'14•GG'M ossR1�4 KY RAMP �- __ ♦-_^_..•�' .
RP 50 46M9..9 4D 4624.}7i dY • �y�--��
5 6x05 � RPN25 ..�-
52 A546,8910 a645 7129 N37 .....b.. • •�' ,G. .�•�-•�� NG
•RPN3S pSNNM•mKSN ---. 0'SS ,•��y' �' ExorAvK SAWCUT AND REMOVE EXTSD
a- r / .. •• SIDEWALK AND PAVEMENT
RP 5 .7-IDD ,n6Tt]i9 �� -- ��'. "��- -C.I.CONS C EX,
t a c r9VRp wO �SAWTI AND REMOVE
'STING SIDEWALK 7/L i
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3a o- RAMP TYPICAL ��.. I-FOUND ON CtARB 10-FT RECESSED INLET REMOVE EYl$DNG
RP 57 ,68v.DD53 7 992 CalaLtE 8r:'IRE..RANT 90 /0-FT INLET \ MATCH EXISTING PAVEMENT
RP SB 16859155 a_d.99T2 _ �•� N 45 ,1512 'D,
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RP 6 703 Titi 4715107 EXPAN61 JOINT ', EXISTING SIDEWALK
R^ 62 LOBS. 17 SAWCUT AND REMOVE EXISTING •M' I � OALIAS
a 22510T SIDEWALK AND PAVEMENT 1� �•{Yk COWK>E
RP 6.'S]2 a8072452 2]S.72t
PSP u MATCH EXISTING PAVEMENT
66 a739.29t6 a8t229d3
t224 NOTE:
RP 58 ♦731,1121 1111,1311
ELE'+AnON$BASED ON CITY OF GRAPEVINE 9ENtTIMARKS:
1 4
.9 B
RP 71 P51 IM a84d084t CC-2M-3 CHISELED SCUARE•CENTERUNE 10'INLET AT SCUM SIDE
72 1.7,6873 4879.3437 WEST COLLEGE SOREST,FIRST INLET WEST OF BALL SOREST. -IPX
7] 'WI-7
75 a691.9097 4"Ea" 7" REINFORCED CONCRETE OC-2 �oNC1SELEDE s BAST,CENT LIE OF SOUTH.M�WALI OF TARANTULA RAILROAD PARKING LOT v
AP 5 ,697.6.i
SITE PLAN
77 , J i a9]2909
>9 1779-935 4439.5016
PAVING IMPROVEMENTS
RP n a723.44 tB z'-o" PREUMINA(�Y CITY OF GRAPEVINE TEXAS
BI 474E 4 5 BdD.gi'O
82 ,Y't.}}ASP 3J21187
3 a23 do 9.3.zn}" UNDERGROUND UTILITIES 1
SUBMITTED FOR REVIEW
THE LOCATION OF EXISTING UTILITIES [ OUND 9FkmE6 N PRWECrAREA. BY PAUL A.TUCKER P.E.772J4
8" COMPACTED SUBGRADE. COMPACTED 95% SHOW ON THESE PLANS ARE APPROX I- D.'A A UDI ARE NOT u,RreD TO J�/&�•+,+■*__
• OF THE STANDARD PROCTOR DENSITY AT A MATE AND BASED ON DATA FURNISHEDLmrxcunum�owANFs PRXw ID -- ( jl ,
BY UTILITY COMPANIES, IT IS THE N�P�a E.?Pm¢JHE LAae)A7s_Gasfi EM01FfAt'PLq#JM PI IECT WNACM
MOISTURE CONTENT WITHIN 2%WET OF OPTIMUM. RESPONSIBILITY DF THE CONTRACTOR Ll-l ONE STAR as rot77 dm-xsde JAN M
TO LOCALE AND VERIFY ON-SITE THE tf 16pO Op MOT DBtEr
ITlILI TIE$THAT NAY LDNFLIcr �� �, 'I'Y'I'1' NOT FOR CONSTRUCTION,&DDING
CONCRETE PAVEMENT SECTION NITHTHECONSTRDDTI°". �I�yMi An} 1'= 20' JANUARY2000
OR PERMR"RNG PURPOSES
NOT TO SCALE PAT PAT DAFX I5-93474-I00
RDL PAT I P 2