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HomeMy WebLinkAboutSIGNS NOWPROPOSED S/TE //lilPRO �/E/liIENTS FOR /Zar 'L/V� ULJ� . � WAA ww, A, MA--, P;AlHl�/OOO I� l/.4L L EY SEC nAVJ 4-B COLLEGE S TA T/ON, BR,4MAAOS COUNTY, TEX.4 Caw E= RU.4 R Y, 2003 Vicinity Map Prep red ,4pa/icanf,- ���On✓�n G��gon��r�ong lffCZ7 Goan INDEX OF SHEETSOao��S� �OOC7G�'/�G�Gr'� OlPOl�G's �SL�IOfI`G !%��SITE PLAN CgUGtIYffAgffGffZZ7 PAVING GRADING `LAN G�'oDOdg� veff elaff. 1�� ��f�4�5'CA PLANS ARE REVISED P CITY REVIEW COMMEN' DATED 3/3/03. C Project Benchmark: Chiseled "a " on N.W. , corner of Inlet/Top located on Ponderosa Road (approx. 377 LF N.E. of the Longmire Drive/Ponderosa Road intersection. Elevation= 291.06 N.G.V.D. i 1 ; 1 I A t • 1 I ; 1 I 1 I 1 I 1 � 1 ; N t I 1 1 • I0 �3 li t �+ Curb, s t 1 I I , a I I 1 I 1 ; t N t I t ; I 1 • 1 I N 1 t 1 3 i I 47' BC -BC for w/Aeohalt PVmt. B/C- vicinity Map 6" #4 Bar 1/2" R--3" • #4 Bars ® 18" O.C. 7- L 6- 1z Varies I ir- (See Plan) 6" Reinf. Class "A" 6' e ' e Conc. Pvmt. w/#4 Bars ® 18" O.C.E.W. \6" Lime Stabilized \ subgrade with 6% Ume. by weight. TYPICAL CURB / PAVEMENT DETAIL iv ,. V 1 11 h II Q Legend o O 0. Qy 289 Ex. Ground Contour 1 Interval 1 es - -ns , . .:. ,.: ,. �•,.::-� .. . , ... `�. � !� /� Existing Sewer Line w size 1)umpster 9 / q - - . w n Est WaterLine size T i t 30 Prop. 12 x12 Sin P 9 (14 Overall Height) 1 3 4 5 6 7 ;., ? : k � 9 :. 10 1, ' 12 13 .,-,..14 .. 1S "r �.� X, : � � I I a_I ; I - .. - .. - .. - .. - .. - E E .. - .. - Building Setback Line g E Overhead Electrical Line , , . , k Typ) I WoFenc �C l3+ od od e >- Cedar F2 3 ence t or Direction of now Firem Lane ostQ.a37BC sWfodn Dumpat ,29 , © Existing Trees Ambulatory Romp 1942905 Prop. Do I 72. II I X 19666.79X •b' Electrical Manhole Fire Hydrant-_-_--_--_.----------- Y- 20114.10 5 492047 -�50.00x Irrigation Meters YX209286.74 Y 20307.71 ® Gas Meter E- Guy Anchor - - a w/--e w/�--e w/-- w�L .,_-__ _ 'w -a V/a w/� I "- e w/- - e w/L- - e w/tLight Polev/L--e w►/-/- aew-/wi I REVIEWED FOR � �. � _ L C t,PR 2 3 200 COLLEGE STATIM EV GINECER r a - `Q B/C- 292.42 _ _. __._ _.____._ _-_..T�_ _ , Exist. 4' Conc. Sidewalk ,' 291.73, 291.37 __- ___ __-__ -: �________. __._ .d .____. __ r;::�-,,:__w. _..-_rffCa29,:a9____.___. ._-___.r__ ___ Prop. 4' C6r,C. Sidewalk Ex. Flrc Hydrant °d © B/C- 291.27 ® ower role Sewer Manhole Storm Drain Manhole REVIEWED -FOR d=90'00'00 -� -� -o J i Street Sign COMPLIANCE N R=25.00 Remove Exist. Conc. Sidewalk µ Ex. Drainage a i Inlet r- , �E:�::��.� ® Telephone Pedestal Verizon Manhole L=39.27' `' Remove Approx. 87' LF 1 w I water Meter ve APR 2 3 2003 Exist. Curb I Gutter lei I,"" I Y r=25. 00 Chid. =N 85.39'13" W 35.36' SIGN INSTALLATION NOTES: 1. All signs shall be posted on 8'-6", 2-3/8" outside diameter Galvanized Steel Pipe Signposts that weigh two (2) pounds per linear foot. These signposts shall be placed a minimum of 2.5 to 3.0 feet into the ground in a dug or drilled one -foot diameter hole. The sign- post shall be placed vertically plumb in the center of the hole and secured with a minimum of two (2) sacks of sackcrete. The concrete mix shall be hand tamped as necessary. 2. The signs shall be installed so that the bottom of each sign shall be at least four (4) feet above the ground at the base of the signpost or above an adjacent trovelway. All traffic signposts shall be installed 24 inches from the travelway. Handicapped Parking Signs shall be installed 12" from the Trovelway or sidewalk. 3. The hardware used to attach the signs to the signposts shall be the same as that currently used by the City of College Statoin. STRIPING NOTES: 1. Contractor shall be responsible for the "layout" of the striping plan in the field and stripe as shown on this sheet. All markings shall be white. 2. All paint, glass beads and application rotes shall conform to TxDOT Item 666, Reflectorized Pavement Markings, Type If Marking Materials. 3. All Parking Space Limit Lines shall be solid white lines 6" wide. 4. All marking/striping shall conform to current specifications of the Texas Manual on Uniform Traffic Control Devices, the TEXAS ACCESSIBILITY STANDARDS (TAS) of the Architectural Barriers Act (Article 9102, Texas Civil Statutes] from the Texas Department of Licensing and Regulation and Ordinance No. 2159 Chapter 6 Section 1 (13)(4) Subsection 602.6.8 (a) City of College Station Code of Ordinances. 2' 2- RESERVLD 1' 2PARKING 4' 11' W. C") Stgr*s made of 3/32- Alum. With Baked Enamel Refleethe Finish and Screen -Printed images for Durability. Colors Are As Noted. Colors: Legend t Border - Croon Background - white White Symbol on Blue Background VAN ACCESSIBLE 1' *0 Galvanized Steel Sign Post 2 Lbs. Per Ft. (Plumb) sh Sidewalk Grade Ponderosa Road 70' R.O. W. Vol. .345, Pg. 351 1•� N � e I I t q I q _. , _....-. _.�.�. r•-_..._....__ E _'.__.. __ _•__-,.. ___._ r _.._..___._ �_. .____. .- p .,. ._.__-_, E .__..._ __ r- r -- -- -- -- -- - -1-- �- -- -- -- -- -- ---- (Sonoborn SI-1 Sealant or Approved Equal) ..-1/e• to 3/16" Longitudinal Install per Manufacture's Specifications Reinforcement Min. Depth = T/4 t 1-1/2" for Sidewalks (See Detail) • •• , See Detail IT l TYPICAL CONTRACTION JOINT See detail for spacing and Thickness, T 15' max. spacing (Sealant not Required on Sidewalk Contraction Joints) Smooth Dowel Bar Seal w/ Expansion Joint Material (3/4"08" 0 12" O.C. for curbs ( pvm't.) (Sonoborn SI-1 or Approved Equal) (1/2"x18" ® 12" O.C. for sidewalk E flume) Install per Manufacturer Specification 3/4' Backer Rod t Center In Slob See Detail � • ,• ' • •• ••'F�jat .emu; • :•', .'jbcbnil',Poiy Ceremor Flexible Foam -� 6' I- 3" Long Metal or Plastic Expansion Joint Filler Cop with Inside Diameter (or Approved Equal) to be 1/16" Greater than Diameter of Dowel Bar NOTE: 1. Cap Must be Long Enough to Cover 2" of the Dowel with One Closed End and with a Suitable Stop to Hold the End of the Cap at Least 1" from the End of the Dowel Bar. 2. Expansion Joint Width Shown is the Minimum. Should the Sealant or Placement Conditions Require a Greater Width, the Greater Width Shall be Provided at the Expense of the Contractor. TYPICAL EXPANSION -JOINT (60' max. spacing unless otherwise indicated in plans) if COLLEGE STATION - Prop. Handicapped Parking Sign ..END to. rt,!: iAr%y rs r WATEWDOMESTIC DE1 eL0 "' �T S '"��ICES �i � GENERAL NOTES: �",ATER/I tR'SATION 1 . This property Is currently zoned C-2 . t. �a^�!_� �.9 2. Proposed Use: Office and Warehouse" Gross Square Footage (Heated):�t `` 1 Bldg = 16.000 SF 3. Parking Analysis: t*�► (2600 + 2800 + 3260) / 250- 34.64 ` (2600 + 4740) / 1000= 7.34 iC +1 II Parkin Spaces R uire - 41.98 f g Sp a eq d � {,t - - - - - - - Parking Spaces Provided= 42 4. WATER AND SANITARY SEWER GENERAL NOTES: Water Demands: Max.= 100 GPM ;,.,.�,sa Avg.= 33 GPM Min.= 0 GPM Irrigation: Max.= 25 GPM dm, tR' s Ur e`C�,,.e ••..'••`-'.i" `� Sewer Demands: 95 F.U. = 2480 GPD (Max.) 5. According to the Flood Insurance Rate Maps for ..>,.,..................•.,,......•, Brazos County. Texas and Incorporated Areas Mop No. ,v W,C_R, ;`k`fF.+^.;:,;;;-,: �? 48041CO205C, effective July 2, 1992, this property is >�.. "`'r not located in a 100-year flood hazard area. 6. Landscape Plan to be provided by others. An Irrigation System w/backflow prevention protection will be designed i and installed prior to issuance of C.O. 7. See Sheet 1 for GRADING PLAN and additional details. y 3�i3 Contraction Joint Expansion Joint 60' (Max) -4- EQ. EQ. EQ. (....: •..• ...... .......... ..: .. 1 tt II II II __ 1I • It M II JOINT LAYOUT DETAIL SCALE: 1" - 40' I . SITE PLAN SIGNS NOI P. SOUTHWOOD VALLEY SECT/ON 4-3 LOT 19-R, BLOCK 18 1.477 ACRES CRA WFORD BURNET T LEAGUE, A - 7 COLLEGE STATION, BRAZOS COUNTY, TEXAS FE8RUARY, 200J SCALE.' 1- = 20' Applicant: Prepared By: Grant Bornby McClure Engineering, Inc. 8801 Sandstone Dr. 1008 Woodcreek Dr., Suite 103 College Station, TX 77845 Colle a Station, Texas 77845 979-764-8339 (979? 693-3838 117\lotl 0 Project Benchmark: Chiseled "a " on N.W., corner of Inlet/Top located on Ponderosa Road (approx. 377 LF N.E. of the Lot 18-1? 8 Longmire Drive/Ponderosa Road intersection. Elevation= 291.06 N.G.V.D. 1 Norman F/oeck - - _ __ _. _ q, I '---- I I V 1.257 Acres - _ 266.38 ' n ; ,.; (Zoned C-2)LA_ __-_Ur L {I I OQ The cdjoiners driveway and parking area is scheduled • i ` to be constructed simultaneously with this site. In _- .._._._ _ _ ..__ ._.. ;{ I ?o o the event construction does not proceed as pl nned, Y (/ ( the shaded off -site portion of the driveway rr4ist be I >, completed prior to the issuance of a building occupancy I / r- - - - - - - - - _ , -_-7 _ permit. - _ _ ° ` F ! I 1 ' b. t J.E. —J Scale: 1 " = 20' --- vicinity Map 6" #4 Bar 1/2" R=3" • .144 Bars ® 18" O.C. 7 L 6" t2. Varies 4-0 (See Plan) 6" • • • �6" Reinf. Class "A" Conic. Pvmt. w/#4 Bars ® 18" O.C.E.W. \6" Lime Stabilized �subgrode with 6% Ume by weight. TYPICAL CURB/ PAVEMENT DETAIL Legend 289 -_ -- Ex. Ground Contour (1' Interval) e SA - - s 4/E Existing Sewer Line w/ size - • - e w/i Existing Water Line w/ size - - - - - - - - Building Setback Line E E E Overhead Electrical Line Wood Fence a- Direction of Flow 0 Existing Trees r• Ambulatory Ramp 0 Electrical Manhole b Fire Hydrant o Gas Meter E— Guy Anchor tr Light Pole Power Pole REV1r� �1ED FOR APR 2 3 200 10 COLLF-Gt STATI[OU EF{,'GxII`'EERI"!3 © Sewer Manhole RE IEV DER FOR o Storm Drain Manhole fl �/ �•i� V i Street Sign COMPLIANCEa Telephone Pedestal f1—L✓.t/c/ i onc. zoaewol►c I 'n1et TYTArLFaT:D 0 Verizon Manhole L=39.27 Remove Approx. 87' LF I I Water Meter APR 2 3 2003 J t n�. Ooe 3 Ponderoso Rood � Exist. Curb t Gutter I (0 r " I � r' " Water Valve - Prop. Handicapped Parking Sign COLLEGE STATION hd. =N 8 9 1 W 70' R. o. w. ..�F..,. �....... > At�ifl'�nY S�VJER DE LOP, F3T SERVICES 35.36 Vol. J45, Pg. 351 l ► • WATEWDO:.'IESTIC i I z J'4 WATER/IRRIGATION GENERAL NOTES: I -- �•► Q 1. This property is currently zoned C-2. f7_�?.1MT e u '° 2. Proposed Use: Office and Warehouse ' � o Gross Square Footage (Heated): 1 Bldg = 16000 SF 3. Parking Analysis: . 3 (2600 + 2800 + 3260) / 250- 34.64 b N (2600 + 4740) / 1000= E - C - 1 _ .: Parking Spaces Required= 41.98 Parking Spaces Provided= 42 13 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - - -- -- -- -- -- -- -�-- -- -- -- - - 1 1 4. WATER AND SANITARY SEWER GENERAL NOTES: ❑ / I I Water Demands: Max.= 100 GPM N / O Avg.= 33 GPM t,13T RE UtRa: SIGN INSTALLATION NOTES: 1. All signs shall be posted on 8'-6", 2-3/8" outside diameter Galvanized Steel Pipe Signposts that weigh two (2) pounds per linear foot. These signposts shall be placed a minimum of 2.5 to 3.0 feet into the ground in a dug or drilled one -foot diameter hole. The sign- post shall be placed vertically plumb in the center of the hole and secured with a minimum of two (2) sacks of sockcrete. The concrete mix shall be hand tamped as necessary. 2. The signs shall be installed so that the bottom of each sign shall be at least four (4) feet above the ground at the base of the signpost or above on adjacent trovelway. All traffic signposts shall be installed 24 inches from the trovelway. Handicapped Parking Signs shall be installed 12" from the Trovelway or sidewalk. 3. The hardware used to attach the signs to the signposts shall be the same as that currently used by the City of College Statoin. STRIPING NOTES: 1. Contractor shall be responsible for the "layout" of the striping plan in the field and stripe as shown on this sheet. All markings shall be white. 2. All paint, gloss beads and application rotes shall conform to TxDOT Item 666, Reflectorized Pavement Markings, Type II Marking Materials. 3. All Parking Space Limit Lines shall be solid white lines 6" wide. 4. All marking/striping shall conform to current specifications of the Texas Manual on Uniform Traffic Control Devices, the TEXAS ACCESSIBILITY STANDARDS (TAS) of the Architectural Barriers Act (Article 9102, Texas Civil Statutes) from the Texas Department of Licensing and Regulation and Ordinance No. 2159 Chapter 6 Section 1 (8)(4) Subsection 602.6.8 (a) City of College Station Code of Ordinances. 8 8 11• RAD. (rM) 2- �. � made of swith igns32* Alum. 2• R E S E RV D Enamel 11 Reflective �• Flnish and 2• PARKING lmoges for Durability, Colors Are " Noted. ,• Colors: Legend t Border — Green 00 Background — whits j h�lte Symbol on Due S. 1� BockgrmM 4• VAN ACCESSIBLE :J'r Gahronized Steel Sign Post 2 Lbs. 8er FL (Plumb) ■u z 111 -;.:. (R7-8 PER rr sh Sidewalk Grade (Sonoborn SI-1 Sealant or Approved Equal) 1/8' to 3/16' Longitudinal Install per Manufacture's Specifications Reinforcement Min. Depth = T/4 ( 1-1/2" for Sidewalks \„ (See Detail) IT , See Detail TYPICAL CONTRACTION JOINT See detail for spacing and Thickness, T 15' max. spacing (Sealant not Required on Sidewalk Contraction Joints) Smooth Dowel Bar Seal w/ Expansion Joint Material (3/4"08" 0 12" O.C. for curbs ( pvm't.) (Sonoborn SI-1 or Approved Equal) (1/2 x18' ® 12" O.C. for sidewalk € flume) Install per Manufacturer Specification 3/4• Backer Rod t' Canter In Stab See Detail • •'' • ' •• •' • ' :flrst Ad}rr.' :•''• :'SbeknJ',Pvyr Ceremor Flexible Foam -{ e' �- 3" Long Metal or Plastic Expansion Joint Filler Cap with Inside Diameter (or Approved Equal) to be 1/16" Greater then Diameter of Dowel Bar NOTE: 1. Cap Must be Long Enough to Cover 2" of the Dowel with One Closed End and with a Suitable Stop to Hold the End of the Cap at Least 1" from the End of the Dowel Bar. 2. Expansion Joint Width Shown is the Minimum. Should the Sealant or Placement Conditions Require a Greater Width, the Greater Width Shall be Provided at the Expense of the Contractor. TYPICAL EXPANSION JOINT (60' max. spacing unless otherwise indicated in plans) Min.= 0 GPM Irrigation: Max.= 25 GPM Sewer Demands: 95 F.U. = 2480 GPD (Max.) e-• •,• k "• � r 1 5. According to the Flood Insurance Rote Maps for ..<.. ...... ...............:..•�, Brazos County. Texas and Incorporated Areas Mop No. -i Fa,1 i�'r;: 48041CO205C, effective July 2. 1992, this property is "'� ';. not located in a 100-year flood hazard area. 6. Landscape Plan to be provided by others. An Irrigation System w/backflow prevention protection will be designed and installed prior to issuance of C.O. 7. 3/l3/�; See Sheet 1 for GRADING PLAN and additional details. • • • • • ' Contraction Joint — — Expansion Joint ;....... I 1 i Slottee Drain F: ------------- ------------------- - .----------- JOINT LAYOUT DETAIL SCALE: 1 " - 40' SIGNS NO I P. SOUTHWOOD VALLEY SECT/ON 4 -B LOT 19-R, BLOCK 18 1.477 ACRES CRA WFORD BURNETT LEAGUE, A - 7 COLLEGE STATION, BRAZOS COUNTY, TEXAS FEBRUARY, 200-T SCAL£.• I' = 20' nt; Prepared By; Grant Barnby McClure Engineering, Inc. 8801 Sandstone Dr. 1008 Woodcreek Dr., Suite 103 College Station, TX 77845 College Station, Texas 77845 979-764-8339 (979) 693-3838 xti ;\0117\lott � 1 1 ark: 1 N.W. corner of Inlet/Top located { oad (approx. 377 LF N.E. of the Ponderosa Road intersection. I I I )6 N.G.V.D. , 287 1 289.29 so I ICo 40 t _ _ _ /Prop. Wood Fence A ' d A sc r . _ 288.70 4 •—__ _�-� 4 _-0 c—o-----s---o " I g SILT �� RNCE�.� SILT �� RNCE %T �� RNCE�.I. SILT RNCC�� SILT .�� RNCE� SILT R"CE�� %1 RNCE SILT /ENCE SILT rtrn;E 1 I ! f r t saoso fl !1 r Prop. Elec. Service Scale: 1" = 20' 2' Maintain Ex. Gutter grade wit placement of new concrete Pvmt. Provide neat, straight" Edge, Exist. Curb t Gutter Trowell Edge with ,4 Rod. (to be removed) Ex. Aephaklc Surface Couree� --rSee Grod'r9 Plan Ex. Bose ` ,;• - Exist. Subgnade 6" Reinforced Concrete Pvmt. 6" Lime stabilized subgrode w/#4 Bars ® 18" O.C.E.W. with 6% Lime by weight SECTION A- A CONNECTION t TYPICAL PAVEMENT DETAIL Curb Height Varies ?� 1 t 2:1 6. 2' ` +a\* -I -101 �e Surface Finish Shall Comply with TAS Requirements: Light broom finish with grooves (1 /8" Deep, 1 /4" to 3/4" Wide, spaced 3/4" to 2" apart.) Dark shading indicates limits of colored concrete. Provide Concrete with integrally mixed color by Jancik Concrete Inc. Houston, Tx. or approved equal. Contrasting color of romps to be selected by owner. TYPICAL RAMP D ETAI L Back of Curb (See Plan Sheets for width WOOD FLOAT FINISH and location of Sidewalk/Overhang Concrete Pavement 1 /4"/Ft. 2" 4" THICK (MIN) REINFORCED ONCRETE SIDEWALK \ 3 X 12" O.C.B.W. Omit haunch where sidewalk Subgrode Material Shall be Compacted to does not abut curb a Density of 95% Max. Dry Density as determined by ASTM D698 at 0 to 4% Above Optimum Moisture Content. CONCRETE SIDEWALK t OVERHANG CROSS SECTION USE SAME STRUCTURAL SECTION FOR SIDEWALKS NOT ABUTTING CURBS (EXPANSION JOINTS ® 60' SPACING, CONTRACTION JOINTS ® 5' SPACING) SIDEWALK 12" ruction Joint REINFORCEMENT �\ Construction r-Curb 2" CLEAR COVERS 2-1/2- (See Note) 9" Concrete Pavement �4"--I J4 x 18" Bar ® 18" O.C. MIN. SIDEWALK C PAVEMENT CONNECTION DETAIL 2W To of Berm w y W y. Sloped Concrete Headwall P W W W '` y. y Pea Gravel filled Geotextile 41 " Bags (or approved Equal) Min. 12" Height. Laid end to end. Standard Flume (Where Applicable) w w NLET PROTECTION FOR SLOPED HEADWALL N TS FOR USE ON UPSTREAM END OF ALL CULVERTS When joining two or more `Silt Stop" Fences tie the two end posts together with existing nylon cord. Wooden or Metal Po Min. 3' Length (1 1 /2' expose Max 10' spoci Ground Line Ground Line SILT FENC,-D 81LS NTS Silt Fence, "Silt Stop" or approved jai Min. 24" Overall x 6" Trench Compact trench backfill to prevent "washout" xisting Soil jry toe of Silt Fence ' below proposed grade k •ye 7. � Legend os ` a b — — — 6 w/t� Ex. Waterline t Fire Hydrant 1° ^,+` ,l i.• `r;�!*1 t' � Ex. Ground Contours (1' Interval)4 • r 1" ` r ; �` 287 Finished Grade Contours (1' Interval) — — Property Boundary3 P Y /3 E Exist. Overhead Electric Line O — — T Underground Telephone Service Line oN — — e SQL — Existing 8" Sewer Line 2E2 Top of Curb Elevation z x 275.00 Finished Grade Elevation Ramp LJ >- r r Q m M m Inlet Protection 00=)Cb w w e01111111 SILT � FENCE.. Silt Fence Q Z Y � � W = W p U 2'-2" 1' 4" Thick Concrete w/ #3 ® 12" O.C.E.W. v1 .25 1' Toedown TYPICAL FLUME SECTION EXPANSION JOINTS ® 60' O.C. CONTRACTION JOINTS ® 15' O.C. 9" ✓�j\/ #4 Bars (Continuous) Permissible Const. Joint \� Top/Grate 6" Class rr"t. �Concrete \ x\\ 6. #4 Bar �j O 18" O.C. Slotted D'o'n 90. Undisturbed Soil/ \ Class 'C" Conc. Bockfill M' SECTION 13-6 CONNECTION t TYPICAL PAVEMENT DETAIL ® SLOTTED DRAIN REVIEV!ED R COVPLIANCE APR 23200 k6 COLLEGE STATION EN GIUFFRimn 4� Specifications: Concrete Design Strength= 5000 psi at 28 days Design Loading- H-20 Reinforcement= ASTM A-615 Grade 60 All exposed corners shall be chomfered 3/4" SLOPED HEADWALL (Precast Concrete) Size I W--1 A 12" 3:1 48" 26" 18" 30" 4:1 125" 46" 1 38" M Z 0 W Iz Z � 00 r` Z W F1f> X W Z Z W 0I W U H 00 LLJ '0 O�W� U 1)0 U oZ)0rn Q Z� I\ Z�V C 1 V LQ QC V Q O c � O V O I I` Q � O SHEET NO. OF .1 SHEETS I WA-75Ve 404< -Sdp e'.044.. ,F---ceoo-- ,may Ow cq tw' Ld .:ru: PROPOSED S/TE //lilPRO !/EMENTS FOR SOUTHI�l/OOO q, 85j�2 �/,4L L EY SEC T/ON 4-B COLLEGE S TA T/ON, BR.4ZOS COUNTY, TEX,4 S ��B�RI�1R�� 003 Vicinity Mop 0 O O � D foal A�afF o&ZffffO INDEX OF SHEETS gFaffoagg,7e 0 ff�% SITE PLAN �O l� o PAVING E GRADING PLAN 1 o �� �l ol/%I o o O o aelffff f O (offf� O e O o /C 07C a /1 O PC Iff=C 906O � �1; OF � /CslZrCs/ O� �}f.• ................. M•M M[•+ ..,..� PLANS ARE REVISED PER � ................ 7yC? ; A CITY REVIEW COMMENTS ��� , 9�•v DATED 3/3/03. J*;'.`�� • t,a 1{ r•' i� Project Benchmark: Chiseled "a " on N.W. corner of Inlet/Top located on Ponderoso Road (approx. 377 LF N.E. of the Longmire Drive/Ponderoso Road intersection. Elevation= 291.06 N.G.V.D. I I ; I 1"" I s - 1 I I I ; I I � I N l I 1 I I' I � N I I I � 3 1 I • I 1� i 1 I 1 �+ Curb, 3 I N I I 3 1 = I I t ; l N I l I • I 1 N i ( 1 ' 3 • N 1101 / I Vicinity Map 6" #4 Bar I " 1/2" R=3" 14 Bars ® 18" O.C. 7- l- 6• 12' Varies (See Plan) 6" Reinf. Class "A" 6' " e Cone. Pvmt. w/#4 Bars ® 18" O.C.E.W. \6" Lime Stabilized \subgrode with 6X Lime by weight. TYPICAL CURB / PAVEMENT DETAIL t� Ci 1j j o Legend • a 289 I Ex. Ground Contour 1 Interval S - - ss - as Du ster /� /� ExistingSewer Line w size %au runcnor #/I - • - 6 WAN 6 WA- • - a WA- • - 6 WA- • - 9 WA +- . 'WA/ E 'WA-. _-.- e-wA-_ .- e_w/t--_.= 4 11`A- 6, *A=..- e wIL - . - e w/t- - e WA- • - e WA- - e WA- • - e W/t- • -- E Is a W/L........ _ ` WA- - ..6 Wn_. d _ - a W - • -- a WA- -~- a WA- • - e WA- . - 6 WA- . - e W/L- • WI{ I - e WA- - - e WA- - - e WA- tt Light Pole i1 VIEWED FOn i O"M1CE APR 2320 CCLLF-GE ofAO E.P. GlUEER112IG f Exist_ 4' Conc, Sidewalk 29t.73 � . _ � ;` 291.37 Prop. �F' Cono, Sfdewolk .: e/c= 291.27 Ex. Fire Hydrant � � Power Pole Sewer Manhole -VIEWED FOR RE 4=90000,00" -� J o t Storm Drain Manhole Street Sign COMPLIANCE i R=25.00 Remove Exist. Cone. Sidewalk F Ex. Droino e 9 ( Inlet a Telephone Pedestal 1 ? ♦ L=39.27 a � Remove Approx. 87 LF I r I U4i...rnr TAP LEGEND yea eo IAe Manhole APR 2 3 2003 1 %25.00 Exist. Curb t Gutter r t {�± " Water Valve COLLEGE.STATIUN " _ Chd. N 85'39'13�' N/ Ponde roso Rood ` � SANITARY - Prop. Handicapped Parking Sign DE�cIOF�:',"NTSMICES � � .......... SEWER 1 35.36' 351W. voi ./,S,R. ; I �.._ 1ki4 I ....�... WATER/DMAESTIC GENERAL NOTES• 1 -e '" ....L� .�.��. WATER/IRRtGATtOI� 1. This property is currently zoned C-2. „i�;�' x 2. Proposed Use: Office and Warehouse ...r.. "01 1 n Gross Square Footage (Heated):"'��'-fit 1 Bldg = 16.000 SF 1 I 3. Parking Analysis: ,,. e ❑ r.:01-I 1 (2600 + 2800 + 3260) / 250- 34.64 (2600 + 4740) 1000= ❑ i1 F FE { .- . _-._ _.... 1' Parking Spaces Required= 4 1 8 ❑ +2 Parking Spaces Provided= 42 ,- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - - 1 -- -- -- -- -- -- -}- -- 1 -- -- - - 4. WATER AND SANITARY SEWER GENERAL NOTES: ❑ +3 Water Demands: Max.= 100 GPM ❑ 4 41, Avg.= 33 GPM r10T FiF11111 SIGN INSTALLATION NOTES: 1. All signs shall be posted on 8'-6". 2-3/8" outside diameter Galvanized Steel Pipe Signposts that weigh two (2) pounds per linear foot. These signposts shall be placed a minimum of 2.5 to 3.0 feet into the ground in a dug or drilled one -foot diameter hole. The sign- post shall be placed vertically plumb in the center of the hole and secured with a minimum of two (2) socks of sackcrete. The concrete mix shall be hand tamped as necessary. 2. The signs shall be installed so that the bottom of each sign shall be at least four (4) feet above the ground at the base of the signpost or above an adjacent trovelwoy. All traffic signposts shall be Installed 24 inches from the travelway. Handicapped Parking Signs shall be installed 12" from the Trovelway or sidewalk. 3. The hardware used to attach the signs to the signposts shall be the some as that currently used by the City of College Statoin. STf31PING NOTES: 1. Contractor shall be responsible for the 'layout' of the striping plan in the field and stripe as shown on this sheet. All markings shall be white. 2. All point, glass beads and application rotes shall conform to TxDOT Item 666, Reflectorized Pavement Markings, Type 11 Marking Materials. 3. All Parking Space Limit Lines shall be solid white lines 6" wide. 4. All marking/striping shall conform to current specifications of the Texas Manual on Uniform Traffic Control Devices, the TEXAS ACCESSIBILITY STANDARDS (TAS) of the Architectural Barriers Act (Article 9102, Texas Civil Statutes] from the Texas Department of Licensing and Regulation and Ordinance No. 2159 Chapter 6 Section 1 (13)(4) Subsection 602.6.8 (a) City of College Station Code of Ordinances. 8 ,l• W. (TYP) 2- Signs 2- RESERVED Ba� �� R • Finish and Screen -Printed PARKING 'm°°°" '� ColorsDurability, �°'' 2- Are AsNoted. t • Colors: p legend I Border - Green Background -Whits white Symbol on Blue S. + Background 4• LVAN ESSIBLE • -r Galvanized Steel n Po 2 Lbs. Pet er Ft. (Plumb) sh Sidewalk Grade (Sonoborn SI-1 Sealant or Approved Equal) 1/e' to 3/16' Longitudinal Install per Manufacture's Specifications Reinforcement Min. Depth - T/4 ( 1-1/2' for Sidewalks (See Detail) T. See Detail TYPICAL CONTRACTION JOINT See detail for spacing and Thickness, T 15 max. spacing (Sealant not Required on Sidewalk Contraction Joints) Smooth Dowel Bar Seal w/ Expansion Joint Material (3/4"08" ® 12' O.C. for curbs t pvm't.) (Sonoborn SI-1 or Approved Equal) (1/2'x18' ® 12" O.C. for sidewalk E flume) Install per Manufacturer Specification 3/4• Backer Rod t. Center in Slab See Detail Ceremor Flexible Foam "� s' �- 3" Long Metal or Plastic Expansion Joint Filler Cap with Inside Diameter (or Approved Equal) to be 1 /16" Greater than Diameter of Dowel Bar NOTE: 1. Cap Must be Long Enough to Cover 2" of the Dowel with One Closed End and with a Suitable Stop to Hold the End of the Cap at Least 1" from the End of the Dowel Bar. 2. Expansion Joint Width Shown is the Minimum. Should the Sealant or Placement Conditions Require a Greater Width, the Greater Width Shall be Provided at the Expense of the Contractor. TYPICAL EXPANSION JOINT (60' max. spacing unless otherwise indicated in plans) Min.= 0 GPM Irrigation: Max.= 25 GPM Sewer Demands: 95 F.U. - 2480 GPD (Max.) 5. According to the Flood Insurance Rate Maps for .,..........,.......:°,..,......:..`. th Brazos County, Texas and Incorporated Areas Map No. .;r 48041CO205C. effective July 2, 1992. this property is not located in a 100-year flood hazard area. 6. Landscape Plan to be provided by others. An Irrigation System w/backflow prevention protection will be designed K and installed prior to issuance of C.O. 7. Sheet &; See 1 for GRADING PLAN and additional details. Contraction Joint Expansion Joint 60' (Max) • EQ. EQ. EQ. i, „ Ii - - , li I „ JOINT LAYOUT DETAIL SCALE: 1 " = 40' SITE PLAN SIGNS NO N'.� SOUTHWOOD VALLEY SECT/ON 4-3 LOT 19-R, BLOCK 18 1.477 ACRES CRAWFORD 8U?NETT LEAGUE, A - 7 COLLEGE STATION, 81?AZOS COUNTY, TEXAS FEBRUARY, 200J SCALE.- 1 " = 20' Applicant Grant Bomby 8801 Sandstone Dr. College Station, TX 77845 979-764-8339 Prepared By-, McClure Engineering, Inc. 1008 Woodcreek Dr., Suite 103 College Station, Texas 77845 (979) 693-3838 1 17\lotl :;t.. Project Benchmark: Chiseled "a " on N.W. corner of Inlet/Top located on Ponderoso Road (approx. 377 LF N.E. of the Longmlre Drive/Ponderoso Road intersection. Elevation- 291.06 N.G.V.D. tt I I � II it I I N Prop. Wood Fence m N I Sky m+a _ STY, rcrce gar mxe........ "... gar n ncc sat rtnee sLr re"cc sir tens gar r[ree gar r[1�ecIt Prop. Elec. Service i I 289.80 Threshold 289.80 Threshold _ E E E E E= Prop. S/L a Lot 19—R 1 4 I ! I - 1.477 Acres I 1 � N arehouse 289.80 Threshold I Ponderoso Rood 70' R. o. W. Vol J45, Pg. 351 I I 2' Maintain Ex. Gutter grade wit placement of new concrete Pvmt. Provide neat, straight • Edge, Exist. Curb E Gutter Trowell Edge with ,4 Rod. (to be removed) Ex. Asphaltic Surface Couroe� u See Grading Plan Ex. Sage �- Exist. Subgrodewl 6" Reinforced Concrete Pvmt. 6" Lime stabilized subgrode w/#4 Bars ® 18" O.C.E.W. with 6% Lime by weight SECTION A- A CONNECTION 11 TYPICAL PAVEMENT DETAIL Curb Height Varies j 12:1 �- -- 12' 6• 46W) ae Surface Finish Shall Comply with TAS Requirements: Light broom finish with grooves (1/8" Deep, 1/4" to 3/4" Wide, spaced 3/4" to 2' apart.) Dark shading - indicates limits of colored concrete. Provide Concrete with integrally mixed color by Jancik Concrete inc. Houston, Tx. or approved equal. Contrasting color of romps to be selected by owner. TYPICAL RAMP D ETAI L 6' (Typ) (See Plan Sheets for width WOOD FLOAT FINISH and location of Sidewalk/Overhang Concrete Pavement 1/4-/Ft. 2" 4" THICK (MIN) REINFORCED ONCRETE SIDEWALK \� #3 X 12" O.C.B.W. Omit haunch where sidewalk Subgrode Material Shall be Compacted to does not abut curb a Density of 95% Max. Dry Density as determined by ASTM D698 at 0 to 4% Above Optimum Moisture Content. CONCRETE SIDEWALK t OVERHANG CROSS SECTION USE SAME STRUCTURAL SECTION FOR SIDEWALKS NOT ABUTTING CURBS (EXPANSION JOINTS ® 60' SPACING, CONTRACTION JOINTS ® 5' SPACING) SIDEWALK 12• REINFORCEMENT Construction Joint Curb Back of Curb 2" CLEAR COVER—" 2-1/2- (See Note) Concrete Pavement �4=-I #4 x 18" Bar ® 18" O.C. MIN. SIDEWALK PAVEMENT CONNECTION DETAIL WS 9 Scale: 1" - 20' 50' D. t U.E. I I w I I I` rL- 285.80 / 89.58 ~ I I I 89.70 I Prop. 4:1 HOPE Headwall 289.30 289 0 288 Prop*- 7 - - - -- — _- - _ 289.53 DeAr s 3:1 sloped Hw t J / r = 287.00 i- Prop. 3:1 HOPE HW iW I L80 / 1! PL- 286.35 1O ( J I J/ t � / �r 88.53 289.10 289.33 289.52 I 0.5% I 1 " -- 289,5 La i Proposed 4:1 Sloped Headwall } (To be Installed at End of Ex. 30" RCP) 290 291.10 I I i - •r- 1I I 90.54 290.91 I I ill I 0 91.10 I 290.74 290,93 — 6 — —6 W — — 6 WA— — 6 w/L— — 6 W/L— — 6 W/L— — 6 WA— • •. WX -1 I — 6 W/L— — 6 W/L— ' — 6 w/L-- "� Ex. F.H. 291.27 Project Benchmark It Gutter El.= 291.06 I i � I N Note The controctcr sho// remove sediment moteria/ from streets anal odjocent property on o daily oils. m I I •1 WIN .. . Top of Berm y " Sloped Concrete Headwall •. •W 3• W w ` y Pea Gravel filled Geotextile W Bogs (or approved Equal) Min. 12" Height, Laid end to end. Standard Flume �y y (Where Applicable) 1 INLET PROTECTION FOR SLOPED HEADWALL N TS FOR USE ON UPSTREAM END OF ALL CULVERTS When joining two or more "Silt Stop" Fences tie the two end posts together with existing nylon cord. Wooden or Metal Po Min. 3' Length (1 1/2' expose Max 10' spoci Ground Line Ground Line .SILT FENCE DETAILS NTS Silt Fence, "Silt Stop" or approved jal Min. 24" Overall x 6" Trench Compact trench backfill to prevent "washout" xisting Soil iry toe of Silt Fence below proposed grade w ='II,Yi• •�''t' p% Legend +'►� 'i E� p�a s'� P — • — • — 6 0,/4-:s Ex. Waterline E Fire Hydrant y •4`,'�I S �i F' i1 Ex. Ground Contours (1' Interval) ,\ . J `• r n, r 287 Finished Grade Contours (1' Interval) — — Property Boundary 3 /3 E Exist. Overhead Electric Line M 0 — — T Underground Telephone Service Line oN — — e s/L — Existing 8" Sewer Line > a Y �, 275.62 Top of Curb Elevation D z x 275.00 Finished Grade Elevation 1 Ramp F- m m m Inlet Protection 0 O 0 w W 11100011SILT �FENCE 0100 Silt Fence Q Z Y Cn- W = W o � 2'-2" 1' 4" Thick Concrete w/ #3 0 12" O.C.E.W. a \ .25 1' Toedown TYPICAL FLUME SECTION EXPANSION JOINTS ® 60' O.C. CONTRACTION JOINTS ® 15' O.C. Permissible Const. Joint /4 Ell Bar d 18' O.C. Undisturbed Soil %4 Bars (Continuous) V Clogs A" Top/ Concrete mt. 6. • • ];e Clogs 'C' Conc. Backrill SECTION B-6 CONNECTION ( TYPICAL PAVEMENT DETAIL ® SLOTTED DRAIN REVIEt ED FOR CC?P'T(.IARCE APR 2 3 20W COLLEGE STATION ENGINEERING Size Slope L W I A 12" 3:1 48" 26" 18" 30" 4:1 125" 46" 1 38" V) Z O LLI 0� rn 0 M M U LO Z 14- 00 t\ _Z > X W W o Q Z UJ Z w O � W U F<Q- I Of 00�� O�wI'D U co .�' 0 5 0 `) T M • C � cl' i O V ( � �J LQ Q c � J V Q V O O SHEET NO. OF 1 SHEETS t WA-74-� 0 PROPOSED S/TE //liloRO !�E ENTS FOR zor IsOUTHl�I/OOO !/,4L L EY SEC T/ON 4-B COLLEGE S TA T/ON, BR,4ZOS COUNTY, 17 rOO Are-7 ZIFcCfffZo E�glff 0OZIffgfff CZ7 xaffenz000t ffm/yov cgffden fac? CoZffoa7o �5'lffelOffz/C 07C P/ sc oc ?=C 90c $ 10 z7oeJ7 � • e.�s r •.0 6l /P t • ' • tit � PLANS ARE REVISED PER r4, .•�?7� U " .�%� CITY REVIEW COMMENTS E ,�'•,9 ,n C •� DATED 3/3/03. ,�3fi3�o3 SITE PLAN PAVING f GRADING PLAN Vicinity Mop INDEX OF SHEETS A.G,iy7rl7//c�a//7�;t!y TEX�1 S 696969f C9affdffloff0 Ors GoDO�gc egfaeao�Icalz7coll Project Benchmark: Chiseled '❑ ' on N.W. comer of Inlet/Top located on Ponderosa Road (approx. 377 LF N.E. of the Lot 18-R 8 Longmire Drive/Ponderosa Road intersection. j q, Elevation= 291.06 N.G.V.D. I I v i I ; NOrmcn, FJ'oeck ---__-_- _ {- `\ 1 - - v 1.257 Acres - t ` -- I -- -- --- 288.39 , ! (Zoned C-2) Uf Uici c r I 1 O The adjoiners driveway end parking area is scheduled I ! I to be constructed simultaneously with this site. In _ _ _ _ _ ,: " - • . C O _ the event construction does not proceed as plbnned, Y - -- the shaded off -site portion of the driveway milist be I I I I 1' completed prior to the issuance of a building occupancy �' I 1 I I /r- - - - - - - - - _ - --_77 - permit = ._-- 1' ~ I 50' E U.E. Scale: 1' = 20' e Prop. Chain Link Fence I 1 I I along Property Line J \ 0 I I ri 1 H X •1'192E9.24I --- ------ JV '492052 F - 368.0.E I �, I ; v ,� x Y - '20195.05 I 83.5Q% `9 CID (S ! 36.5' Throct Length t - - - - - - - - - - - - .. - . - . - .. - . - - . t U P�(�t f . • - - - - - - - - - Prop. Elec. Service �: V E -�E E E X = , 9334.14 Else. Meter (` ( 11 Y - 2c227.68 LOCOf1On Prop. 6» Sewer Service I 0 , y C I •� I o ti -�Firo Lane i� ^Q' ''. .., � � ►7. sign - (15Z2' - - - - - --I 1 Prop. 6' Wood Fence F e m 0 o I *41 II X- 19295.63 3` Y- 20173.52 Pmp. i9ffice Building & Fa' rehouse Storo9e t s 289.01 1 2 m 16" SF Aret7 I i I N O I 2 3\ P a c a Vicinity Map till .3 4 t �o rv6. I 1 e 2600 S.F. (Office) 2800 S.F. (Office) J260 S.F. (Office) Lot 19-R ` ' : I , #4 Bar 4r-BC '/2 � I / ( g 5 I a 2600 S. F. (Warehouse) 4740 S.F. (Warehouse) 1.477 Acres Rs3» I I 4 '^ �+ Curb/Gutter w/AsOcit Pvmt. I I ( 1 ` z I { I~IINI� 7-() 4 Bars 0 18O.C. - ; 12- 5 I t` I Varies (Sso Pan) I I i i ki 6t 27.5' 18.s' I roGets w/Knox B/C- 290.46 I ; f , to BC BC-FC G Overhead 0O0rs \ \ Locking Sysst m/ 1 ~ \\ I t I7 I e a Drive-in Bar Overhead Doors (Typ) ` I R ( 1 I 0_ �,9 Drive- M B. Prop. 6' Wood Fencel - \ 6» RBinf. CIOSS »A» li O I � 1 j Prop. HC Parking ; X- 19586.81 I 6» • • • • Q 1 7 5qn (TYP•)� �\ Y- 20351.73 pE . '� v o ' ® 18» 0 CtE.W�#4 Bars e 0• HD i :� ] q I t X - 19M6.26 .0. X - 19495.57 j. $ed n Prop. 6' Concrete 5dewctk 38' o {10 I Y - 20165.99 Y - 20256.90 roP en t r h l X- 19337.33 Q 7• _ ._ P r Def a Q I , , --Y� 10,Z4.97k -y \ I _ mµrdte 4 Lime Stabilized cs mod, o .20 - _ - _ _ -- - - - -_-� - .. `..� .. _ .. - .. -_ . e 9 SfOr A� - "a_wm- .. - .. 1S, I \ subgrode with Et. •� ^ I l L - (Tye•) - (- a i' Lime by weight. CE'ung •d Setback (De. Pbr ') _10 9�35 7 _o '� i TYPICAL CURB/ PAVEMENT DETAIL v rVe ( _ I q69 I L12' Slotted Drain 6- raised curb Prop. 4:1 30- RCP I Sloped Headwall iI 190 I Legend rO \' i a 12,02• 1 I 2e9 - Ex. Ground Contour (1' Interval) Dun•+pater l - e s/L - - e SA Existing Sewer Line w/ size `.,. Pod ` i • - - e w/L Existing Water Line w/ size Prop. 12'x12' St 1 2 3 4 S 6 7 9 10 11 12 13 14 15 �r , ~ I 1 - - - - - - - - Building Setback Line ..._-• c I I (14' overall Heig9t) 1'7 \P ' `T• ,` i J 9' \ _ ICLI I E E E Overhead Electrical Lin. REV�EV."ED FOR i t_ 1 \� �D (TyP) m ` I, I 1 -// // // // //- Wood Fence (Typ) I 1 2 3 4 5 6 Semen for ' I ,;l " 19� I - Direction of Flow Ceder Fence I I 6- ►( _ 9 c ; I d 3T BC -BC m i'o'� CC?Ie PL1 e`* Solid -Waste . I I g r ' /y � w 1p Existing Trees z82 _ ;� Fire Lane Dumpster ff - W I l « Ambulatory Ramp APR 2 3 2003 - ---- -- __--------- - - - - - -- - ------------------------------ I �� Sign ---------------------- _ m Electrical Manhole x- 19429.05 -- a �� ' ,!r_ - - e io Prop. pom•stie t I SR ba `2' Unobstructed Overhang Area (TYD•) �'-�� �Y 20286.74 ~ I I I X - 19866.79 Fire Hydrant Y- 20114.10 j- Irrigation Met•ra 9 G Gag Meter AMOK S 49 20 47 W z350. 00 rrig _ t Y - 19666.71 I ( _ . _ __ _ _ _ _ • - - - - - - - - - - - - _____- _:E_ GU Anchor r E fIG II�EERth A/- - - e w/e WA- W/L- W/L- w/-W/L- .7a w/L- -_e l- wA-•-e e w -w///_/ttLight Pole - - --- - - - - - - - -, - - -- Ex. Fire Hydrant - Power Pole t} 291.37 Prop. 4' Conc. 5idewdk Ex1st. 4' Cone. S:deratk 291.73 't�:. © Sewer Manhole '- I `Q B/C- 292.42--- - - --- - ------- --- - - -- -- - - - - --- -- ----- --- --- - -- --_------1�C�-?9t.C9 - ----- - - j B/C- 291.27 REVIEWED I'�0� I IN -- O Storm Drain Manhole V Remove Exist. Ex. Drainage a Telephone Pedestal d=90 00 00--0 - Street Sign COMPLIANCE R=25.00 Conc. Sidewalk I I Inlet © Verizon Manhole L=39.27' Remove Approx. 87' LF UTIUTYTAPLEGEND al Water Meter APR 2 3 2003 \ 2-00, Exist_ Curb (Gutter ~ - "Water Valve N Ch=N 85'39'13" W Pondemso Rood d. -T - �o R. w. � 35. 36' Vol. J45, Pg. M1 � z I I e N I I I 0 I I I e E____ _._ r -.__._ _ r _- __-_ f SIGN INSTALLATION NOTES: 1. All signs shall be posted on 8'-6', 2-3/8» outside diameter Galvanized Steel Pipe Signposts that weigh two (2) pounds per linear foot. These signposts shall be placed a minimum of 2.5 to 3.0 feet into the ground in a dug or drilled one -foot diameter hole. The sign- post shall be placed vertically plumb in the center of the hole and secured with a minimum of two (2) sacks of sockcrete. The concrete mix shall be hand tamped as necessary. 2. The signs shall be installed so that the bottom of each sign shall be at least four (4) feet above the ground at the base of the signpost or above on adjacent trovelway. All traffic signposts shall be installed 24 inches from the travelway. Handicapped Parking Signs shall be installed 12' from the Travelway or sidewalk. 3. The hardware used to attach the signs to the signposts shall be the some as that currently used by the City of College Statoin. STRIPING NOTES: 1. Contractor shall be responsible for the 'layout' of the striping plan in the field and stripe as shown on this sheet. All markings shall be white. 2. All paint, glass beads and application rates shall conform to TxDOT Item 666. Reflectorized Pavement Markings, Type II Marking Materials. 3. All Parking Space Umit Lines shall be solid white lines 6' wide. 4. All marking/striping shall conform to current specifications of the Texas Manual on Uniform Traffic Control Devices, the TEXAS ACCESSIBILITY STANDARDS (TAS) of the Architectural Barriers Act (Article 9102. Texas Civil Statutes) from the Texas Department of Licensing and Regulation and Ordinance No. 2159 Chapter 6 Section 1 (13)(4) Subsection 602.6.8 (a) City of College Station Code of Ordinances. f i n 2' 2- RESERVLD 1- 2- PARKING t- i 4- VAN ACCESSIBLE (R7-8 PER e -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -�-- -�- -- -- -- -- -- ---1-+-1- 11. I'+AD. crm) s" mod• of 3/32- Akin with Baked Enamel R•N•etive Pirgeh and Screen-Prbrbd kno4•e for Durobiilty, Cobh Are As "ad. Cobra Lsgw+d t Bw%W - Green Boekgo nd - WI WI sy"bol on &us sockv-4 *0 Galvanized Steel Sr Post 2 Lbs. Per FL (Plumb) sh S16s"lk Grade (Sonoborn SI-1 Sealant or Approved Equal) 1/e- to 3/1s' Longitudinal Install per Manufacture's Specifications Reinforcement Min. Depth - T/4 E 1-1/2* for Sidewalks (See Detail) T, See Detail TYPICAL CONTRACTION JOINT See detail for spacing and Thickness, T (15' max. spacing (Sealant not Required on Sidewalk Contraction Joints) Smooth Dowel Bar Seal w/ Expansion Joint Material (3/4'x18" O 12» O.C. for curbs E pvm't.) (Sonobom SI-1 or Approved Equal) (1/2»08' © 12' O.C. for sidewalk E flume) Install per Manufacturer Specification 3/4' Backer Rod 1- Center In Slob See Deteil ••••','•,'•••• • 11.r>t ;Ady►•' .'jbcbnA ;►oyr Ceremor Flexible Foam s' (- 3» Long Metal or Plastic Expansion Joint Filler Cap with Inside Diameter (or Approved Equal) to be 1/16' Greater than Diameter of Dowel Bar NOTE: 1. Cap Must be Long Enough to Cover 2» of the Dowel with One Closed End and with a Suitable Stop to Hold the End of the Cap at Least 1' from the End of the Dowel Bar. 2. Expansion Joint Width Shown is the Minimum. Should the Sealant or Placement Conditions Require a Greater Width, the Greater Width Shall be Provided at the Expense of the Contractor. TYPICAL EXPANSION JOINT (60' max. spacing unless otherwise indicated in plans) .. .............. .. �........: ..,.I..... ... I ... ; .... �..... ... .... .... ( ... :... . I T JOINT LAYOUT DETAIL SCALE: 1' - 40' (0 CS - Prop. Handicapped Parking Sign COLLEGE STATION SANITARY SEWER DE1/ELONT S 1"JICE8 WATER/DOrAESTIC GENERAL NOTES: �. V1�ATER/IRRIGATION 1, This property is currently zoned C-2. ....•"!�sewew ----- 2. Proposed Use: Office and Warehouse Gross Square Footage (Heated): 1 Bldg = 16,000 SF� 3. Parking Analysis: (2600 + 2800 + 3260) / 250- 34.64 (2600 + 4740) / 1000= 7.34 M_ T7!U1r Parking Spaces Required= 41.98 C3 Parking Spaces Provided= 42 4. WATER AND SANITARY SEWER GENERAL NOTES: C3 44 Water Demands: Max.- 100 GPM Avg.= 33 GPM Min.= 0 GPM NOT..��.4 Irrigation: Max.= 25 GPM Sewer Demands: 95 F.U. = 2480 GPD (Max.) `� "'��� .• t 5. According to the Flood Insurance Rate Mops for F•R atr?� . `..`° `` Brazos County, Texas and Incorporated Areas Map No. •fir'^t��-' 48041CO205C effective July 2, 1992, this property is not located in a 100-year flood hazard area. 6. Landscape Plan to be provided by others. An Irrigation System w/backflow prevention protection will be designed and installed prior to issuance of C.O. u 7. See Sheet 1 for GRADING PLAN and additional details. Contraction Joint Expansion Joint SITE PLAN SIGNS NO I'.� SOUTHWOOD l/ALLEY SECT/ON 4-3 LOT 19-R, BLOCK 18 1. 477 ACRES CRA WFORD BURNETT L EA GUE, A - 7 COLLEGE STATION, BRAZOS COUNTY, TEXAS FESRUARY, 200J SCALE.' 1 ' = 20' nf; Prepared By Grant Barnby McClure Engineering, Inc. 8801 Sandstone Dr. 1008 Woodcreek Dr., Suite 103 College Station, TX 77845 Colle a Station, Texas 77845 979-764-8339 (979� 693-3838 r ED :\01 17\lot, 9r-so.dw!-'t Project Benchmark: \ Chiseled "a " on N.W. corner of Inlet/Top located on Ponderosa Road (approx. 377 LF N.E. of the Longmire Drive/Ponderoso Road Intersection. I 1� Elevation- 291.06 N.G.V.D. N r&, s0 ---- , li 2 - - - = - _a_=o- r; s- {7- Few- RT rf"M `• 9L' R"c[ SILT M+R.�9LT R.CL t F I 209,30 \ x \-ress 289.110 Threshold \ P t p�JaQtnB� 289.40 \ (` E 2e9.50 { I I e9.90 _ .eo I'' 89.90 2 2■4.iC N 289.80 Threshold x 269.10 i .60 289 84 : Prop. OffiC Bui/ding Woreh o 1 ( , •` I I I 2e7 I I I I I I I N I q ' I N i Prop. Wood Fence N I " SILT RNCr sm RNCC SILT F[NCE ;LT F I I Prop. Elec. Service E E E E C -..-..-..-..-Prop. S/L Lot 19-R �N I 1.477 Acres 2e9 80 Threshold Legend - - - a w/t-� Ex. Waterline E Fire Hydrant - 323 Ex. Ground Contours (1' Interval) 287 Finished Grade Contours (1' Interval) Property Boundary E Exist. Overhead Electric Line - - T Underground Telephone Service Line -0 S/L - Existing 8" Sewer Line 9 275.62 Top of Curb Elevation Scale: 1" 20' x 275.00 Finished Grade Elevation Romp d0coccb Inlet Protection Sees S47 SOMEONE FENCE NEW Silt Fence 1 \ 16000 SF 50' o. 7F- 28 rippFF= 289.84290 -- --- _E I Overhead Door Overhead DoomDrive-In Boy i Drive -In Bay�- 285.80289.58 , �' Kj 299.80 Threshold 289.80 Threshold ` 289.80 Threshold 289.80 Threshold69.70 a2e9.Prop. 4:1 HDPE Headwall N)liI 2e9.75 289.Ea 289.80 .67 e9.17 290.20 289.10 « . ' ,� 287 .� ^ t ,! I 291.00, 299.7C 299.54 289 S4 289.04 299 s♦ \ 89.54 - 289 -F13 P•a „ I 259.70 x289.34 2a9.5 x , 299.5 �nIOn 89.SJo ; - _._--- - 299 St 289 2 9.54 8el�IPam+ 289 ped HW me.00 / Prop. 3:1 HDPE HW I %� v h I - �?� g. 289.60 i FL- 286.35 / . 1 I J / k f N 288 85 - I \ 12•x3o• Bend �\ ` �LJ I' 289.5�� % --4 289.33 i / l 289.52 0.7X _21.&77 277i t \ `12" Slott288.53 �- - ed Drain 289.10 289 osr, I i I , 289.5 t1 I 2 g S -- <., ` y I Proposed 4:1 Sloped Headwall �� + (To be Installed at End of Ex. 30" RCP) 290 291.10 I I I� 29D.So - I I - 90 l. 3 1 ,:1 ! I illillillilI N 290.5 90.54 290.91 I I 291 291 I a 91.10 n a I� f 292 _ 29t.5 I 291 0 N ti -- - - � •� � ~ WTI �' _ 11A� \ 292.50 __ - _ __ 292.00 291.50 - - -- _ - _-- - - - - - 291.5 291.50 ..._ 90.74 - - - ._ / 290.93- \ "I �- �� W/L- - 6 w/L- - 6 w/L- - 6 wA `.�l i rr/L- 6-w/L� :.-_6 w/L- -6- W/L- a w/L 6-w/L--- -e--w/L- - 6_w� - 6 W/L- - e w/L- _e w/l- _ - e WA---t w1_; - e w/L- - 6 w/L- - 6 w -e w �- - e W/L-' --•- 6 W/L= - 8 - - 6 W L- � - e w/L- - 6.w/L- - e w/L- - 6 w/L- � - 6 w/i.- ..-::'~ w/LI I � - 6 w/L- - 6 w/L- - 6 w/L- -- - - - - - - - - -- - - - -- -- - - - - _. -- Ex. 4' Cone. SSdewaik 1 j N 20j� +.,'/-Ex. F.H. T 291.6 A 291.27 Project Benchmark N Remove approx. 87' of Exislting Curb t Gutter El.- 291.06 ~ I I I Ponderosa Rood 70' R. o.. Note: The controctcr sho// remove sediment moterio/ vO� `� P9� from streets and od 'ocent r ert on o doi/ basis. I ( N m I 2' Maintain Ex. Gutter grade wit placement of new concrete Pvmt. To of Berm • Sloped Concrete Headwall Provide neat, straight Edge, Plan Sheets for width WOOD FLOAT FINISH Top Trowell Edge with J4" Rod. Exist. Curb f Gutter (to be removed) Ex. Asphaltic Surface Course / See Groding Plan Ex. Soso Exist. Subgrode� 6" Reinforced Concrete Pvmt. 6" Lime stabilized subgrode w/#4 Bars ® 18" O.C.E.W. with 6% Lime by weight SECTION A -A CONNECTION t TYPICAL PAVEMENT DETAIL Back of Curb face Finish Shall Comply with TAS Requirements: it broom finish with grooves (1/8" Deep, 1/4" to �" Wide, spaced 3/4" to 2" apart.) Dark shading indicates limits of colored concrete. Provide Concrete with integrally mixed color by Jancik Concrete Inc. Houston, Tx. or approved equal. Contrasting color of romps to be selected by owner. TYPICAL RAMP D ETAI L and an location of Sidewalk/Overhang Concrete Pavement ( 1/4-/Ft. 2 1 4" THICK (MIN) REINFORCED - ° CONCRETE SIDEWALK f 3 X 12" O.C.B.W. Omit haunch where sidewalk �Subgrode Material Shall be Compacted to does not abut curb a Density of 95% Max. Dry Density as determined by ASTM D698 at 0 to 4% Above Optimum Moisture Content. CONCRETE SIDEWALK � OVERHANG CROSS SECTION USE SAME STRUCTURAL SECTION FOR SIDEWALKS NOT ABUTTING CURBS (EXPANSION JOINTS O 60' SPACING, CONTRACTION JOINTS 0 5' SPACING) SIDEWALK 12" REINFORCEMENT -1/Construction Joint -� /-Curb 2" CLEAR COVER (See Note) 2- Concrete Pavement I- 4 1 If x 18" Bar ® 18" O.C. MIN. SIDEWALK C PAVEMENT CONNECTION DETAIL NTS I m W y Pea Gravel filled Geotextile Bogs (or approved Equal) Min. 12" Height, Laid end to end. Ij W -W av W \%\ ,� Standard Flume s (Where Applicable) T. 41 �T W W INLET PROTECTION FOR SLOPED HEADWALL NTS FOR USE ON UPSTREAM END OF ALL CULVERTS When joining two or more "Silt Stop" Fences tie the two end posts together with existing nylon cord. Wooden or Metal Poi Min. 3' Length (1 1/2' expose Max 10, spoci Ground Line Ground Line SILT FENCE DETAILS NTS Silt Fence, "Silt Stop" or approved jal Min. 24" Overall x 6" Trench Compact trench backfill to prevent "washout' xisting Soil iry toe of Silt Fence ' below proposed grade 2'-2" 4" Thick Concrete w/ #3 0 12" O.C.E.W. a ' .25 1' Toedown TYPICAL FLUME SECTION EXPANSION JOINTS ® 60' O.C. CONTRACTION JOINTS ® 15' O.C. Permissible Const. Joint #4 Ell Bar O 18" o.C. Undisturbed Soil 7 9" / %4 Sore (Continuous) 6" Close A' �// • Concrete mt. \ Top/Grate \ X// • 6 / ` • // \\%�\ 17' % \/ AMP) \ I Cass "C• Conc. Bockfill 3" MT / i SECTION B-B CONNECTION f TYPICAL PAVEMENT DETAIL ® SLOTTED DRAIN REVIEV,"ED FOR CtJ IPLIANCE APR 2 3 200 COLLEGE STA SON ENGIN ER11I % Specifications: , Concrete Design Strength= 5000 psi at 28 days Design Loading= H-20 Reinforcement= ASTM A-615 Grade 60 All exposed corners shall be chamfered 3/4" SLOPED HEADWALL (Precast Concrete) Size Slope L W A 12" 3:1 48" 26" 18" 30" 4.1 125" 46" 38" to 0 0 N > = J m M m Q O Ld LLJ cy U w W = p U Cn Z O (n j W W 0 U 3 w W r H U W a- 0 w w ir M 0 M_ M Z .4- 00 Z_ to W LLJ � W X W H Z Z LLJ w O� 1--W U < 00 IAJ 0o�rn O 0 t,_l 0) U 00 J r. V o 0 00) cV Z� V c 1 V O J V Q c� O V O I I\ Q � 0 O v J d SHEET NO. OF 1 SHEETS jo�r4-7 24) de— .. ,���♦ 3 �OrG� x4l .4e •a, f,r}•fir:.Lij ki • e^�^ • f nF�1' S REVIE ED FOR r 4 co% COMPLIANCE APR 2 3 2003 COLLEGE STATION y DE LOl��.21T SLICES �fX.�. �. ,� . � _ _ , �. r .. . _. ,�,� .� .� - 2S �0,� /�.�r��i��`� ��, � ' � * � , ,�%' ����►'�'�_jy/✓� - /V��i !► CB�,��.�«- i��. ��_.._ __7��`i��G.. � —97 f� c am'-- 3 Noe 44 Ito �- ... 1A P(M2 u. g Rn4i..4+M'ir'+`eY.!3h y z v a - • _"S.c4Af; � � f+.a,2>., .._— _.,�_ -xx.�_ _�cc.s-- x'-v altirilo.. ...0 c.e•`-�!... �.�� - -.v- -. �' n : � . , : � � --� _ - r- „�: