HomeMy WebLinkAboutDrawingsbenchmork: Chiseled, �6 NX :c on orner of' Inlet/Top-, located 8 on", Porid 6 Road (Coprox, �377-.,LF N.E. of the Lot 18' R eros Dr ve/Po deroso Road i6tergecrion. II n Longmire - 0
116vafion= 291.06 orman Floeck Q %-I -N 257 Acres Ied -�2 !88.38 (Z6n C 7 IZ the, adj6i6er's.,*ivdwcy an ea, is scheduled d Parking air to b6 canal tructed.,simpItan6ously with. this.site. n, the . event - c proceed I I t, I �t. t ons, ruc ion oes .,no ai pl�'nhed, . y th hbd6d,"offm�-slte Portion of the dri FeWCy milst. e s completed prior.16:,th,e�lj �suance:6f, a :building -occupancy res House
Scale: 1 20' Sara Dr.
erm rn r io, Lo ink Fence Me
P rop. Chain Li n.t.s.
along Property Line X :y IIq) aE Roof Gutter Splash Block a Pinion Dr.
:L L . -J Z Prop.. El a e Service E3 (6 E - - - EE E E E
-,i - 0
Elea. Meter,",
x 9330 4 Location X ��,�tj,�-�20227.68 Prop. 6" Sewer Service :CL 0 creek
i'�N Prop. 6' Wood Fence G X 1 9294. i4 15M -7A y _j
-A 9wee Ouse P storOge ::3 CY U, Co 16000 SF Areo 10 in- Vicinity Allap
6#0 0 -R #4 Bar
I : a- 2800 2,600 S-.�- (Office) .5. F. (00ce) 3260 S. Office) L t 19 R=3"
(ftrehihlge) (Warehouse) 1. 4 77 Acres 2600 S4 F. 4740 S.F. 47' BC�BC CL -E :j w/Aspholt Pvmt. -2 7*
(Zoned C ) 8" O.C. L
Bars 0 1
2
6" varies
4 so P1 (S on)
Gate w/Knox Lo n in ckI g Syste o-, rhead Doors ,B/C= 290 46 p) Prop. S' Wood Fence 6n Re N 4. inf. Class "A"
Prop X= 19 HC �Pcrlkln 586.81 ri Y= 20351.73 ISig (TYP.3 . .. .... 0 18" O.C.E.W. q ed prolJw7 j)6te lz low Areo subgrade
wit 6%
Lirr
�i Q. ie b w §ht. X -:'1g,342.2W'; ' .11 L � I , - E'" - � i. �torrr)
I'd I I ' :1 - - = 2 119 0 y 0 .3 10
TYPICAL CURB PAVEMENT DETAIL
3D291 Prop. I 3D* RCP Sloped Headwoll N Legend
iIEx. Ground Contour (1' Interval)
8 S/L 8 S/L Existing Sewer Line w/ size
-a WA Existing Water Line w/ size
- - - - Building Setback Line
Prop. 12'x12' Sign' 30' (14' Overall Height) Overhead Electrcal Line
Wood Fence
101 Cedar Fence Screo Direction of Flow
m Ifor Solid -Waste Dumpste. I (D Existing Trees
I!161
4m Ambulatory Romp
-292 ...... Lane- Y= 20275.01 X- 19616.43 0 Electrical Manhole
19429.05 io Pro Domestl it -6- Fire Hydrant
-C2 U-n-ob.-s7trucited overhang Ano (Typ.) rX P. 'Met X = 19666.79 a Gas Meter
Y 20.114.10 49'20.47`:W,-�� j50,00 Irrigation Aet Y = 20307.71
N -8 W I- 6 a W/L- 6 W/L- 6 WA )I Light Pole
/I- 6 W)L 8 W/L- - - 6 W/L-�- 8 WA - 6, WA - - 6 WA - w WA- - 8 WL� -6 WA-- -8 W/L- - -6 WA- - NIL - - - 6 WA 8 W/L- - -8 WA- -8 W� --------- 8 WA� - 6 - Power Pole
IEx Fire Hydrant
(291.73 Exist 4' Conc. Sidewalk B/ 292.42 ------ C 0 Storm Drain Manhole
- Street Sign
16=90*00 L Remove Exist Ex. Drainage aTelephone Pedestal Cone. Sidewalk Inlet 0 Verizon Manhole 00 Remmie Approx. 87' LF Water Meter
Water Valve
'00, CL Prop. Handicapped Parking Sign ondet osd 'R000 Chd. =N 8513911 J W 70' R. 0. W Vol -345, P�i. -,T,51 al G TES: C
Gros a g is. ) / 250- 34.64
I(21500 + 4740) 1 000= Z�3A E E S E E Parkibgp c s Requlr�ed" 42 a o=
- - -- - -- - -- - - -- - -- - -- - -- - - Water Demands: Max.= 100 GPM
Qj
Longitudinal Min 0 GPM (Sonoborn SI -1 Sealant or Approved E 1) quo 3/16 14' RAD� (Iryp) Reinforcement
nstall per"Manufacture's Specifica I ons (See I /8" to Detail) Min.. Depth T/4 tL 1-1 /2"� for Sidewalks 2 95 F ) Signs mailis, of: 3/32' Alurn. e Flood Insurance Rate Maps f
2- With Baked �Enamsl Reflective 'k, Finish., I oil d "Songsh N See Detail or R
......... X �z a PAR, not located I
lap No.
ll'or'laur6blilty, colors
'Mages Noted. Are As IT 32740 6. Landscape Plan to be provided by others. An Irrigation
Legend li Wrder - Green -CONTRACTION JOINT TYPICAL Bockgrat;n1d White v
SIGN INSTALLAIION NOTES Whits Symbol on, Blue See detail for's ocing..and Thicknessi :T.,(15" mox.- sp3cing)
P 1 . All,,, -signs shall be Posted n: 8* -6". 2m-3/8" outside 6. Background (Sealant not. Required, �on Sidewalk,, Contraction Joints) a a
diameter �Galvanlzed Steel Pipe Signposts that'weigh 066n8s. �per linear*foot. These signposts shall' be placed c,,minimum of. 2.5 to:3.0 feet into the �ground W, n a dug or drilled one-foot-didreketer hole. . The sign- the center of -post shoil:be,,pideed vertically plumb1n 4* Smooth Dowel Bar the hole and - secured with'� a minimum at to. (2), :sacks (3/4"x1,8" 0 12" O.C. for. curbs ( Pvm't.) PLAN of'sockctete., The:cohcrete mix shall be 'hand tamped Seal w/ Expansion Joint Material -x18- 0 12" D.C. for sidewalk t flume) ...... V)
(1/2 n, (Sonobom Sl 1'ror Approved Equal), Contraction Joint Expansion Joint
sign r 21. The . sign sholL be installed','so that the . bottom of each Install per ManuftictUre Speoificati on 3/4* shall � be at least" fouri (4)� feet above �the 'ground of the base e VA a d-,,,.., of. the signpost or above an �adjaceint'trovelway. traffic N ...... . signpop s-3 way. ndle'dpped, Parking I ns� -shall be installed 12"� f rom the Center in Slab ISOUTHWOOD SECTION 4-B
th, I to ;,?c 9d' Cv t hall be . instdiled 24: inches from the, travel SIGNS NO W. ''Ho ACCESSIBLE Travelway be iiideWolk. a ttacK See De �hordwbre �b e s gns shall 3 The, osts 60' (Max)
sqd � to the: ignp LOT 19R be`.ihii� some' as that -currently, used by the.City. of College Statoin. oEQ. EQ 0 O/'111*10' 18
Galvanized pans 'Ex st nsible for Steel Sign' Post 1. Contractor the �'*Iayout" -of the or."Approved Equal) to: be- 1/16" �Greoter than ion Joint Filler -0j Ceremor FI q 6 3" Long Metal. or Plastic r-7 exibl� �Carn .Cap with lnside�Dicmeter a f"P bhd�itriipe s sh on his I . ( 1.477 ACRES ng, -plan in" the ield: a own �2 Lbs. Per Ft. Diameter� of.; Dowel Bar (Plumb): Sheet All 'markings shall '� be ',White., 7T LEAGUE, A-7
NOTE:� ..... .. ............... -andl 'appli ti -rates shall conform of theL 2. AR point, glass beads Ica ion CRA WFORD BURNE
Ca Mbst� be Long Enough to Cover 2* Dowel with ne btorized Pavemen a Ing to TxDOT: Itern-, Z6,6,' . Re fle,' .,t M, rki s Type -11 P Stop 'to Hold the- E d of - V
n Mbrklno Materials.' Closed End and, with. a Suitdble COLLEGE STATION, RAZOS COUNTI, TD (A S'
Finish Sidewalk Grade ......... ne 7- the Cop at Least 1, from,thiii. End of the: Dowel Bar 3. All Parking Space. Limit Lines 'shall solid, :white-: Ii s 6 xponsion 'wide. - 2 Sho n f LERUARY, 200,3
E Joint Wdtl own Is. he:M irn6m. Should the I' 20' .4. Sea lant PIdderrierit Conditions' Require 6 Greater .Width, SCALE.
-mbirking/striping. shall �confornn Ao 'current specifications - - - - - - - - - - - - - - h' of., the' Contractor. of the Grecter,,Wiidth�S all. be�Provided dt:thei Expense, as :Mdnuol on Uniform Traffic. Control Devices, the TD(AS,ACCESSIBILITY STANDARDSL�,(TAS), of Prepare r c 6 -91 02.', Texd It -11 Ki __cni Applicant
_ridre A,t I A �C S 'the Ba, Texas Department �61`,:,Liicenshig drid.'Ri3gulation and Ordin TYPIC L., EXP, NSION I once Grdnt� Bamby McClure Engineering, Inc.
1008
Max.- spacingAn ess, 8801,:Scndstone Dr. Woodcreek Dr., Suite 103
section 602 6.8 0 -�O dh6iite r,6 Section". Sub N 21 �(B)N a Colle e Stationi Texas 77845
rwise d in _PC 8 ie ofhI6 'n'dicat n ... City of �'Colleae.-,Staition'�6ide of -Ordinances. HA �JOINT: tA UT: DETAI, College Station,, TX 77845 7 (979 693�3838 :,.SCALE-. 'I -'40' 64-!-8339 D P 8 U Now -sp.dw
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: . . Elevation= 291.06 N.G.V.D. I ;� " ; �
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11 11 I �, . 11 1 2- 1 1 � -1 1011th Baked Enarnei Wlective I . - . � , . 1. .., .. . . . .., '_. I . . . , . . '. - . . - . , - See Detail . ...... I
I � RESERV D Finish and Screen -Pointed , .. , '' . . 1. . .. . . . . . , . . -, . . I -
�: . III I I I . I I.." I I ��, � lfl � . .1 . Ima for Durability, Colors . . .. , . . .. . , . ... 4. .I.."... .-* .:" , .. : , . , , . - . . - , - . .. '. .. .. I ..... : ....
� , . , , . . ... . : I . I .
11 - � 11 I I . I J I_ Are gA"s Noted. .. , , . , . . .. - - .: % .*.,. .:. *. .:". . - " ," , , - . .. , ,. :IT . I
�; I I I .. I I 1 2- 1 I I I I I I � I . - - : _.� :
� I . I -1 . - PARKI - G, I Colors: . I . . I . . . I . 11 . . I . ..
I I . I I I . � - �
I 1. I 1 - . , , ��_:� . P_ I'll I . :
, � I J I . . I Legend 4 Border - Green 1. /1 - . -
- I I . I � I I TYP I C# A L CONTRACTION JOINT : :
�11 I 11 . I I W . -A, Background - White :
a . � SIGN- INS-TALLABON NOTES& I .1 I . 11 White Symbol on Blue See detail for spacing and Thickness, T (15' max. spocing7 I ....... I ". .. 1.
-. I . - � . I .
1� , - .1 . I � I 1. All signs Shall be posted on 8'-6". 2�3/8" outside 8. . . ".. Background (Sealant not Required on Sidewalk Contraction Joints) . I ...: � : I
.
I � I � diameter Galvanized Steel Pipe Signposts that weigh I 11 � �� . .1 . . I V
. .
- . � .1 I I . . I
I .
I.; I . I I I I I two (2). pounds per linear foot * These Signposts shall - i .. I 7
. I
. 1 I I I be placed a minirnum of 2.5 to 3.0 feet into the ground . . . I I I I I
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I . � I in c dug or drilled one�-foot diameter hole. The sign- � � I - - I I ... I ..... : ...... : ...... .
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� _. . postsholl be placed vertically plumb in the center of I . Smooth Dowel Bar i , .
.
. I I � . � - . . Al ) . .
.
. I , ith a minimum of two (2) socks I (3/4"x`18" 0 12" O.C. for curbs 11 pvm't.) I :
,r � . � the hole and secured w* . - - - - 1 . . , , , I ...... I ....... : ...... .
� 1. I . of sockcrete. The concrete mix shall be , hand tamped , Seal w/ Expansion Joint Material (1 /2*xl 8* 0 12* O.C. for sidewalk ( flume) I .
� , . I
.1 I . .
I I . . ary. � . I I � I I I , I (Sonoborn SI -1 or Approved Equal) � : :
"I . h sign * I Install per Manufacturer Specification 3/4' � �_ - _..�_ - -
. � 2. . The signs shall be installed so that the bottom of eac I . I : :
I I � shall -be at .least four (4) feet above the ground at the base *W 1. I : ...... .
of the signpost or above an adjacent trovelway. All traffic . . I ... I .......
11 VAN _`11\ �_ I ..... I :
Signposts shall be installed' 24 inches .from the travelway. ' I .1 . '' I . . . . ... - : :
: I , . I:-.% ..'.I .. . '........... .. . I - 1 I . 1. , ... . 1. . "I . 1%... , � . . . , " - . . : . I - - L/ \J - i
Handicapped Parking Signs shall be installed 12" from the i I , � i ACCESSIBLE �,.". . ....:... ..... 11 .... .. I 1, . , _......... - I Center In Slab I . I ... .....'...... ......... I . V -
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I I � 3. The hardware used to attach the signs to the signposts shall .1 , . !�t . V. I 1. .:. I I . 1: ....... .: ....
I I be, the some as that currently used by the City of College Statoin. I I \ 1. I I .,. . I . .: ..... I .... ,
� I I i.- "� 3" Long Metal or Plastic . ''. I . I . . .
� . � I Ceremor Flexible Foam __/�] r," � , '.. I I : : : :
� . I I Cap with Inside Diameter .. '. . : .
I - . 1 410 Galvanized Expansion Joint Filler ... . . , , I : : :
I , to be 1/16" Greater than � . . , ''''' I .... ...... : - I -
'' I 1. Contractor shall be responsible for the layout" of the Sfteel Sign Post (or Approved Equal) � .. I . :, , * , *: : I . : :k,S1.,
2 Lbs. Per Ft. Diameter of Dowel Bar .. .. . .
I strinina blan in the field and stripe as shown on this _,� . . . : : : : : : I :
Scale: 1 " = 20'
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TYPICAL CUR8Z PAVEMENT DETAIL.
� - I . . - 1. - -289-- __ _. __ _ .11- Ex. Ground Contour (1' Interval) .
- . . -as/L- - - -11SA- Existing Sewer Line w/ size
, - . -awA- Existing Water Line w s EVI ED F0112-1
- E - E - E ve ea ec cc in E
11
- //- //- //- //- //- Wood Fence
,�- Direction of Row APR 2 3 2 0
(2) Existing Trees
4s Ambulatory Romp N
0 Electrical Manhole co .
-6- Fire Hydrant ENG W3
13 Gas Meter
- - E-- Guy Anchor
)X Light Pole -
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. .
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0 Sewer Manhole REV];1-:__.' �
0 Storm Drain Manhole
- Street Sign comp 1ANCE
a Telephone Pedestal I
a Verizon Manhole APR 2 3 2003
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- - Expansion Joint
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I I - -AV- � . . :, , . . : : ........... I : :
, heet. : All .markings shall be white. NOTE: .... I ........ ..... I
I . 11 2. All point, gloss, beads and application rates shall conform 1. Cap Must be Long Enough to Cover 2" of the Dowel with One . : : : : : : : : : : : :
I . � I to TxDOT Item 666, Reflectorized Pavement Markings. Type 11 . : I
I � 1. I I Closed End and with a Suitable Stop to Hold the End of : : , : : : . : I .... : ... � .: .....
h
I - I � I Marking Materials-. I . -1 - Finish Sidewalk Grade :_: - : : I ...... I . ,
:1 � I I . /// the Cap at Least 1 " from the End of the Dowel Bar. . : : : ..... : . : :
I.,. . 3. All Parking Space Limit Lines shall be solid white lines 6" I : : : : : -
� I . I �� I - . 2. Expansion Joint Width Shown is the Minimum. Should the : . : : :
. ,. I wide. , I I : . . : :
,
, � I I - , . � Sealant or Placement Conditions Require a Greater Width, the . . . I . ----.
'. I I I I 1 .4. All . moirking/striping shall conform -to current specifications I I . Greater Width Shall be Provided at the Expense of the Contractor. ----- I --- t!__ ,
I �
I .
; I I I of � the: Texas * Manual on Uniform Traffic Control Devices, the ,-.,/ / I I : .
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I � -1 I � I � . � I I TEXAS I ACCESSIBILITY STANDARDS. (TAS) of the A,rchitectural . I ", / I I I \ . I - I- : : I
. .
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I I � I Barriers ' -Act � . I � // / / I . TYPI r" ," L 1:EXPAN SION JOINI . I . I
. I I 1* (Article 9102', Texas Civif� Statutes] fivnn the , %.#rl%
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I
. � � .., 11 I I I I � T I I - -Texas Department of . Licensing land-, Regulation, ,and Ordinance I 1. � I 11 I "I � I . � � � � (60' � max. sp I acing . unless � I
I � I . � No. 21.59 Chapter 6 ,,Section 1 ,(B)(4), Subsection .602.6.8 (a) I I � f
�, _. I _ � I � � I JOINT LAYOUT DETAIL
;, - . de of Ordinances. HANDICAPEED -PARKING SIGN otherwise indicated in plans)
!-�_ - I � 11 City of .College ,Station Cc I I . - I
, .
�, I , I I I . I., I I I � . I I I - ' � . I . 1. 11 .1 ` � I � I . SCALE: 1 ' = 40'
� I I . � I � I
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SOUTHWOOD V11f,_d1LLEY SECTION 4-'-8- ,-
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LOT 19-R.. 3711- Ok/._'1K 18 .1
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C1?AWF01?D BUI?NETT LEAGUE, A-7
COLLEGE STATION, SRAZOS COUNTY, TEXAS
FE8RUARY, 200J
SCALE- I" = 20'
UPFU�
Grant Barntly .
a
College Station, TX 77845
979-764-8339
Prepared By;
McClure Engineering, Inc.
1008 Woodcreek Dr., Suite 103
Colle e Station, Texas 77845
(979� 693-3838
11111111111111111111111f:\01 17\lotl
N Water Valve COLLEU STATION
MM TAP LEGEND
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SANITARY SEWER
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WAMDOMESTIC
1. This property.is currently zoned C-2.
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I S I :. I . . : : : : ........... . .. I ... .... � ...........
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I I - -AV- � . . :, , . . : : ........... I : :
, heet. : All .markings shall be white. NOTE: .... I ........ ..... I
I . 11 2. All point, gloss, beads and application rates shall conform 1. Cap Must be Long Enough to Cover 2" of the Dowel with One . : : : : : : : : : : : :
I . � I to TxDOT Item 666, Reflectorized Pavement Markings. Type 11 . : I
I � 1. I I Closed End and with a Suitable Stop to Hold the End of : : , : : : . : I .... : ... � .: .....
h
I - I � I Marking Materials-. I . -1 - Finish Sidewalk Grade :_: - : : I ...... I . ,
:1 � I I . /// the Cap at Least 1 " from the End of the Dowel Bar. . : : : ..... : . : :
I.,. . 3. All Parking Space Limit Lines shall be solid white lines 6" I : : : : : -
� I . I �� I - . 2. Expansion Joint Width Shown is the Minimum. Should the : . : : :
. ,. I wide. , I I : . . : :
,
, � I I - , . � Sealant or Placement Conditions Require a Greater Width, the . . . I . ----.
'. I I I I 1 .4. All . moirking/striping shall conform -to current specifications I I . Greater Width Shall be Provided at the Expense of the Contractor. ----- I --- t!__ ,
I �
I .
; I I I of � the: Texas * Manual on Uniform Traffic Control Devices, the ,-.,/ / I I : .
I I
I
I � -1 I � I � . � I I TEXAS I ACCESSIBILITY STANDARDS. (TAS) of the A,rchitectural . I ", / I I I \ . I - I- : : I
. .
I I . I
I
I I � I Barriers ' -Act � . I � // / / I . TYPI r" ," L 1:EXPAN SION JOINI . I . I
. I I 1* (Article 9102', Texas Civif� Statutes] fivnn the , %.#rl%
� I I
I
. � � .., 11 I I I I � T I I - -Texas Department of . Licensing land-, Regulation, ,and Ordinance I 1. � I 11 I "I � I . � � � � (60' � max. sp I acing . unless � I
I � I . � No. 21.59 Chapter 6 ,,Section 1 ,(B)(4), Subsection .602.6.8 (a) I I � f
�, _. I _ � I � � I JOINT LAYOUT DETAIL
;, - . de of Ordinances. HANDICAPEED -PARKING SIGN otherwise indicated in plans)
!-�_ - I � 11 City of .College ,Station Cc I I . - I
, .
�, I , I I I . I., I I I � . I I I - ' � . I . 1. 11 .1 ` � I � I . SCALE: 1 ' = 40'
� I I . � I � I
.�. . I I . I,- . I � I - I . . . - � � � I I I I I . - I .1 I I
I � I I I I I - � I - � I . � - ,(117-8 PER, I�MJ44) , " , � I I I I . I �
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Max.) .1
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SIGNS X0 H7 i- -e
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- 1-
SOUTHWOOD V11f,_d1LLEY SECTION 4-'-8- ,-
- -
;_. -
LOT 19-R.. 3711- Ok/._'1K 18 .1
1,
I
1.
*�,�,,i'
,j
. 1. 4 77 A CRES
C1?AWF01?D BUI?NETT LEAGUE, A-7
COLLEGE STATION, SRAZOS COUNTY, TEXAS
FE8RUARY, 200J
SCALE- I" = 20'
UPFU�
Grant Barntly .
a
College Station, TX 77845
979-764-8339
Prepared By;
McClure Engineering, Inc.
1008 Woodcreek Dr., Suite 103
Colle e Station, Texas 77845
(979� 693-3838
11111111111111111111111f:\01 17\lotl
ser
N
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REVIEWNED FOR
COMPLIANCE
APR 2 3 2003
COLLEGE STATION
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1, 257 Acres -
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This ddjo ng d pa',
to be construct- d -it ugly
this even cons ruc ion ass �po_
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he".8h0did -of portion ;of
peiio�,,td the�l 1.4subrice
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Ing area,- is scriedu 0 d
�*ith'-_Ahis 31 e_-1 In,
t proceed as 1 rined
this dr! st be
of �o buil Ing occupancy
Prop. Chain
long Property
illax
free Ouse
50 Sea Is: 1 20'
P'
Link Fence
Line
tq) C3
Roof Gutter
plach No(*
A" 6.1111"
Prop. Elec. Service q)
E E E . . ......
Eloc. Motor,/' k
Location
Prop. 6" Sewer Service Z)
bra r.
E_
n
Si W
E
29
01 74,
.64
2600
90ce ?Ufld, M69 I ffigrebouse
f 6000 SF
.5 '(VA ice -, . - 2800 S. f (office) 3260 S. F. (office)
F.
4 F. (Warehouse)
740'.5.
Prop. 6' Wood Fence
Sto roge
Areo
Vicinity
6"
1 /2"
Lot 19-R #4 Bar
I R-3"
1.477 Acres
Map
47' BC -BC
P t
C.rb/Gttett of/Asphalt vm,.
B/C- 290.4e I
q
IZ n
2 40
e
S�. F', (ftriihib
ix
U: 1Z
7�- (Typ)
He ParkingN
[%V Sign,
(Zoned C -2 #4 Bars
6"
Varies
+
(See Plan)
Gate K It
LockTng System ir
Prop.' 6' Wood Fence *+
6
X_ 19586,81
Dete Stat Y= 20351.73
0�e d n1l"
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VV subgraide with 6%
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storm Ar6u
18" D.C. 7*
0 L
12
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Conc. Pvmt. w/#4 Bars
0 18" O.C.E.W.
x 19,34
'y
N
%/C- 291 IS
10
TYPICAL CURB/ PAVEMENT
-Prop.'4:1
Sloped Headwoll
Legend
-289 . . ..... Ex. Ground Contour
a sA - a s/L Existing Sewe )r
a wA- Existing Water
Building Setback
nFTA11
(V Interval)
Line w/ size
Line w/ size
Line
Ilu -----------
101
IN
Pr?.p. 12'xl2' Sign
6.1 E Overhead Electrical
-1 Wood Fence
Direction of Row
Cedor Fence Screen
for Solid-Woste Du pster (D Existing Trees
Ambulatory Romp
Fir i 1961643 Electrical Manhole
Line
N/L_ 6 WA 6 �W/L-a W/L- 6 W/L_ 6 W/L
R=25,00'
ra:45.,'00'
ill70
-8
Chd.=N 5039 13 W
J5. 6
.19429.05
�:'y '20114.10
A
6�6- 262.41
-10 �Prop.
'Irrlgotl6n,Metew��
W/L 8 W/L- - ILA A-
Exist.,- 4! Cdnc. Sid A, 2
Exs.00
C '"'S.
one. Idewalk
_Ap, ro
Rom v6 p x.' 87' LF
Exist, Curb 4 Gutter
R
Ponderoso vac M CL
R. w.
Vol J45, P�. J51
Sion Y=,20275.01 ire Hydrant
-6-
X 19666.79
Gas M
Unob bted overhang Alva :,M eter
p.) Y 20307.71
- Guy. Anchor
g Light Pole
-8 W L, a WA-. 8 WA 'a WA� B'W/L-W/L 6 W/L- 6 W/L- 6 W/L-
...,-Ex. Fire Hydrant Power Pole
Sewer Manhole
Storm, Drain Manhole
Street Sign
Drainage Telephone Pedestal
lnl�t
Water Meter
Water Valve
Prop. Handicapped Parking
2. Proposed Use: Off,ice
1 Bldg = 16,000
Sign
ned C-2.
and Warehouse
SF
34 64
SIGN INSTALLATI N NOTES-
1. All signs. shall be posted -on- 2-;-�3/8" outside
E -
lip RAD.-, (TYP)
2 L
Signs made oil 1/32' Alum.
With eoked�Enamol litefloatt"
Finini
Images fo r; Durability, Colors
Are
ARXINQ As Noted.
2
Colorsi
Liagand 4. � Border. - Green
Background White
ftitill.SYmbol on Blue
Background
C r
- -- - -- - -- - --
Long
(Sonoborn SI -1 Sealant or Approved Equal) itudinal
1/8" to 3/16
�Reinforcernent Install: per Manufacture's Specifici 3tion i (Si e Detail)
Min. Depth T/4 1-1/27 for Side walks
T, See Detail
..........
%WN ACTION JOI N' T
T L TR
See,detall for:,spcing and Thickn ess T (15' max spacing)
W
(Sealant, hot Required on Side alk Contraction Joints)
Park ingSpoces�Requi
Parkinq Spaces,
to
5. Ace
McCLURE e
...... ............ 21.4 .... ; ...
not located -in a 100 -year
40
Sy evention
7. See Sheet 1 for.GRADING
red= 41 .98
-Provided--42
S:
a
2, this property Is
flood hazard area.
protection will b
PLAN and addLitional details.
diameter Galvanized Stedl.�Pipe ,ijnpdsts that weigh'
inear foot. - � ese signpos 9 g
`twci� ��(2) pounds 'per Th t hall,
be-, placed 2.5 0'fet L into the ground
7rP
STI F
PLAN
d ir.� drillod. . one -44 the sign
in �d Ug 'a
... ..............
Smooth Dowel Bar
.
-post shall be, placed -vertically- -plumb: i"Ahe: center of
for
(3/4"x 18" 0 12 -:0-C. -curbs 11
a Minimur
the - hole: ohd,secUred with -n of two-' (2) stocks
Seal w/ Expansion. Joint Material. ...... ......
8 0, O.C. for sidewalk, t flum
of;. wdkcrate.'�: The, concrete rhikI Ishal I be..,hand Itamped
(S', .(1 /2"xl .12"
or, Approved Eq
onob,orn SI Vol) ,
Contraction Joint
cis necessary�,�.
3/4.
Install :per Manufacturer SPecification r
Expansion Joint
-9 that Ahe,bottorn of each sign
2.,: The ",signs :sholl be instal ed a
'd*
SIGNS
NO 1P.
t�th - base
shall be at -least q. ove e groun . a e
ourV
'A N
Backel .........
...... . .
of. 1he signpost -or -al5dve . on adjacent trave l4oY.'' All traffic
-,ziignp6gts shall be-instailtad 24-inches1rom the tro4elway.:
AC --C B'�,� LE,,
Cents r In, Slab I
..........
SOUTHWOOD VALLEY
SECTION 4 -B
s S h' b d earn the,
on, cdpped..�Po oil i, e. L n$t
rking i alle 12, 1 f
See* Ditoil:
rovelwby or'�gidewolk.
'use 'sig
60' (Max)
LOT 19 R
L01 18
_- a attach the��.'slgi_ , np6�ts shall
3. 'd t 1s,to the
The hardware �
.........
EQ EQ EQ.
be.,th e� 'as that' tueren 1�_, used .-by the City �of College, Statoin.
e sarri t
F Z" Long Metal or'Plastic
Ceremor �Fl exible� barn
sid Diameter
Cop with :In e
NOM, -
Contractor shall be responsible foe -the 16youto of the
Suel Sl Post
�2,- Lbli or Ft.
0
E drision Filler
j, A6 be reater than
r Approved udl)
(00 ICIM
'Di eter of Dowel .1 or
1.477
A
-T
in' in:, this fie! d:st'ipe, as showh:,:on' this
stripirig,pic. d
I
(P umb)
............
. ...... CRA WFORD URNE1
EA GUE, A 7
sheleti -All � morgrigs- -b6' 4hl e.
-
NOT E:
I
'beads �ond a hall Conform . .
6atio'
paln � g ass ri,� ro as s
2.' All t
- A- -
Ist
ve 2" of the'Dowel- with One
Cap"Mu _be� ong EnoL igh to 'C,b r
-
COLLEGE STA TION, BRAZOS
COUNT), TEXAS
�Riflectorlzs �, aVern
Ixbof d'P 66i Markings, Type 11, -
m."666.'
o, Hold the En
"I ioiiiid End ond:.,with Q u, able �Stdp d ��of
S it
-
rk dtorial s.
9 frig M
Finis h_:Sidowalk, Grade
-the Cop atledit 17jrorew.the, End of the D6W. or,
FESRUARY,
2003
e, Limit Q nes� 6"
All Parking Soac rise abe,�tolld white Ii
Eanson3.1 S
2. �joinU Width-, hown isj is �S ould the'
20#
wi e.
PI 3cement Conditions 'Require a Greater Widthi,.Ahe.
Sealant or i
- - - - - - . - - - - - - - - -
.,4. All shall conform Ao: durrenf fig,
,
t
Gi -Ahe �Contrac or.
ShO'll be Provided'. at the Expen- e:
oiter' Width s ` of
- - - - - - - - - - - .....
-the-7eibs l Devices, the
.�of anual on Uniform Traffic Conte
-A
TE tecturol
MS' CCEttIBILITY -.StANDARDS' - (TAS)�'df thia-'Aicl�
A,
NSPON JO INT
Applicant:
Grant Balrnby
Prepared
McClure Engineering Inc.
Act [Article* V 102 Texas, .: Ci iI Stdtutes]. � 'from: the
arriersv
-and Rdoulotion-and �,Ordinance
TYPIC AL�
8801 Siondstione Dr.
1008 W odcreek Dr', Suite 103
as Deiidrtinent� of'L icensing ,
i I
. - "(60" placing, Lin ess,
Max.
Cal
JOINT LAYOUT DET AIL liege Station, TX 77845
C liege Station, Texas 77845
0
No. 2159 Chdotee 6 Sectiltin'
HANDICAPP". GN
otherwise:. i icbt�d 1 on
979 764r-83,39
�(979) 693 -3838
0* liq6':Station Code �ofOrdinoindesi'
Ity Of Col
V.
SCALE: 40'
:(R7 PE R
;\01 17\!otl9r-sp.dw