The URL can be used to link to this page

Home My WebLink AboutPlans15' PRIVATE ACCESS & SITE AREA (36,190 s.f. 1000 x 30)= 1,086 points PUBLIC UTILITY EASEMENT STREETSCAPE Private Dr. - North Side PLAT 4998/262 Street Trees: 80 l.f. / 32 = 3 trees Additional Points: 80 U. / 50 = 1.6 x 300 = 480 points HD DEVELOPMENT PROPERTIES L.P. LOT 11, BLOCK Private Dr. - South Side lAiI \S 5_ %S _515.5b� Street Trees: 139 Lf. / 32 = 5 trees I PI AT 4998/262 _ZUED: Additional Points: 139 U. / 50 := 2.78 x 300 = 834 points 50A SQ Exist. Fire C1 Total Landscape Points Provided: 2,430 Hydrant 'X" IN CONCRETE 20' PRIVATE ACCESS & FOUND — CM Cn W Quercus virginiana PUBLIC UTILITY EASEMENT 6 150 goo W♦ 3663/313 W Canopy Tree 10' PUBLIC UTILITY EASEMENT, 5390/294 W "X" IN CONCRETE NE Gas, Electric, & Tree Crepe M rfl FOUND CM N Telephone Service y IPP01 lines ry Exist Gas Line 1.25"+ cal. 4 40 160 RHOADES, CLAYTON & JANA Tree Crepe Myrtle, 'Natchez' Exist. Fire LOT 2RE, BLOCK 1 Lane PLAT, 5931/230 LIVE OA Quercus virginiana 211 cal. ZONED: C1 & OV 150 PROPER (STREET TR Live Oak LIVE Canopy Tree (STREE TREE) o Myrica cerifera 1.25"+ cal. 2" Water 40 600 Wax Myrtle ree Cre Myrtle Meter Non -Canopy: Tree V* Lagerstroemia indica 1.25"+ cal. 8 40 320 Tree Crepe Myrtle, 'Natchez' 0 0 Non -Canopy Tree Exist. LAWN - Bermuda Grass Hydromulch WAX MYRTLE 2lbs per 1000 sf MY E Junction Box WAX MYRTLE Exist. 60" Cr Storm Sewer CONCRETE PARKING 0* GATEWAY Q%RWAS PARTNERS LTD 0 2111C. BLOCK ZONED: C1 & OV ��15' PUBLIC DRAINAGE EASEMENT, 4498/262 RA' GAS cn METER IWO X3 CA C_ 0 0 0 03 rn G Existing EQUIPMENT 4�_ Car Wash RACK CABLE TV PEDESTAL0 UECRI[M TILE CS GATEWAY LLC GATEWAY CARWASH LOT ERA, BLOCK 1 PARTNERS LTD ZONED: C1 & ov LIVE OAK LOT 2RB, BLOCK 1 TRANSFORMER * 9 PLAT, 5931/230 ': * * ZONED: C1 & OV LIVE OAK 9r 0 0 a 9706 Woodview Drive College_ Station, TX 7784.5 979.255,15.53 vkkie&&&bjK AOIll" COT WAS=0N Project: 0 L/ LIVE OA CONGLETON CARWASH GENERAL NOTES °o ° LANDSCAPE CONTRACTOR TO RECEIVE SITE AT APPROXIMATELY 1.5" BELOW FINAL GRADE. ALL ROCKS, TRASH, AND PHASE3 DEBRIS TO BE REMOVED PRIOR TO FINE GRADING. Existing ParkingLANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ACHEIVING POSITIVE DRAINAGE WITHOUT STANDING WATER. DRAINAGE SHOULD BE DIRECTED AWAY FROM BUILDINGS AND PROPERTY LINES AND TOWARDS STORM SEWER INLETS. College Station, TX FINISHED GRADE OF LAWN AND PLANTING AREAS TO BE A MIN. OF Y2" BELOW ADJACENT PAVEMENT. Existing Pa Is LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING FROM DAMAGE ANY EXISTING IRRIGATION AND PLANT MATERIAL ON SITE AND ADJACENT SITES. Tree C EA tion RE T TREE) Ju ox ANY ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO ITS EXISTING CONDITION OR LIVE OAK BETTER. Tree Crepe Myrtle PRIVATE DRIVE (STREET T EE) PROPERTY LANDSCAPE CONTRACTOR SHALL COMPLY WITH ALL AP . PLICABLE ORDINANCES AND CITY CODES. REQIURED PERMITS RO ftTY LINE "X" IN CONCRETE SHALL BE OBTAINED BY THE CONTRACTOR. S 51*14? W 151 AW FOUND - CM LANDSCAPE CONTRACTOR SHALL LOCATE AND VERIFY CONDITION OF ALL UTILITIES PRIOR TO CONSTRUCTION. EXTREME CARE SHOULD BE TAKEN IN EXCAVATING AND WORKING NEAR UTILITIES. THE CONTRACTOR WILL BE URB RESPONSIBLE FOR ANY INJURY OR (r) -QT INCURRED DUE TO DAMAGE OF OWNERS ROPER PROPERTY UK UTILITES. HAND VARIABLE WIDTH 20' PUBLIC UTILITY LANDSCAPE PLAN DIGGING PLANTING PITS OR PLANTING BEDS SHOULD BE DONE AS NEEDED. PRIVATE ACCESS EASEMENT, 3758/277 EASEMENT ALL CONTRACTORS ARE `RESPONSIBLE FOR REMOVAL OF TRASH AND REPAIR OF HAZARDOUS CONDITIONS (TOOLS, BRICK WALL 20 10 0 20 40 OPEN HOLES, ETC.) ON A; DAILY BASIS. Exist. Grate =In PROPERTY CORNER FALLS UPON COMPLETIONS OF CONSTRUCTION AND PRIOR TO FINAL APPROVAL, THE CONTRACTOR WILL THOROUGHLY ON EDGE OF BRICK WALL Scale: I "=20'-0" CLEAN UP THE PROJECT SIRE OF ALL TRASH, CONSTRUCTION DEBRIS, LITTER, ETC. AND REPAIR DAMAGE TO FINISHED GRADE INCLUDING SPOILS FROM EXCAVATIONS, WHEEL RUTS, ETC. MAROON CITY PARTNERS LTD LOT 4R, BLOCK 1 PLAT, 3758/277 Project ZONED: C1 & OV LANDSCAPE NOTES ALL AREAS DESIGNATED AS "LAWN" TO BE HYDROMULCHED WITH BERMUDA GRASS SEED ATA RATE OF 2LBS PER 1000 CS07 SF. IF INSTALLATION OCCURS BETWEEN SEPTEMBER 15TH AND APRIL 15TH ALL LAWN AREAS TO BE HYDROMULCHEID SECURE TREE TO STAKES WITH WITH WINTER RYE GRASS SEED AT A RATE OF 4 LBS PER 1000 SF. CONTRACTOR WILL THEN REHYDROMULCH WITH HOSE AND WIRE AT LOWEST THE . BERMUDA GRASS SEED AFTER APRIL. Date Issued: CROTCH OF LOWEST BRANCH ALL PLANTING BEDS AND LAWN AREAS WILL BE SEPARATED BY RYERSON GREEN STEEL EDGING (e/"X4") OR APPROVED DECEMBER7 2007 TOP OF ROOTBALL TO SIT 12 GA. GAII WIRE WITH BLACK SLIGHTLY ABOVE FINISHRUBBER HOSE TO PROTECT TREE ALL CANOPY TREES TO BE STAKED, REFERENCE TREE PLANTING DETAIL FOR STAKING. E GRADE, PLACE ROOTBALL SUBGRADE —3 - 6- (MIN.) LONG DARK GREEN FOR PLANTING SPECIFICATIONS REFERENCE TREE PLANTING AND PLANTING BED DETAILS. 3" HT. WATER RETENTION -r, POSTS. INSTALL STAKES TILL EXISTING SOIL TO A DEPTH OF 6", AND 1-22-08 per city review comments BASIN MIN. 1' INTO UNDISTURBED SPACING PER PLAN ADD A 4" DEPTH LAYER OF PLANTING BED 2-13-08 per city review comments SUBGRADE. MIX. PLANTING BED MIX TO BE A 1:1 COMBINATION OF FULLY COMPOSTED IRRIGATION NOTES DIG HOLE 1.5 - 2 TIMES WIDER ORGANIC MATTER WITH TOPSOIL. 2" LAYER OF HARDWOOD THAN THE ROOTBALL WITH AN IRRIGATION SYSTEM TO PROVIDE FULL COVERAGE OF ALL PLANTING BEDS AND LAWN AREAS SHALL BE INSTALLED BARK MULCH SLOPED SIDES. TOP OF ROOTBALL TO BE BY A LICENSED IRRIGATOR BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. SLIGHTLY HIGHER THAN FINISHED GRADE IRRIGATION SYSTEM TO BE PROVIDED WITH A DOUBLE CHECK BACK FLOW DEVICE AND INSTALLED PER CITY OF FINISHED GRADE COLLEGE STATION CODE. THE BACKFLOW DEVICE MUST BE TESTED UPON INSTALLATION. I" LAYER OF COMPOST COVER BED WITH 2" LAYER OF REVIEWED FOR HARDWOOD BARK MULCH LAWN AND PLANTING BEDS WILL BE ON SEPARATE ZONES. Sheet Title: BACKFILL WITH NATIVE SOIL, COMPLIANCE SUBSTITUTING WITH TOPSOIL PLANTING BED SHOULD BE -.4 CROWNED AT THE CENTER IRRIGATION CONTRACTOR IS RESPONSIBLE FOR INSTALLING IRRIGATION SLEEVING. IF NEEDED. LANDSCAPE FEB 2 U 2008 I I— I I -z --UNDISTURBED SUBGRADE • COLLEGE 8 [AfION PLAN oEVELOPMENT SERVICEs % 1. Sheet NUMI TREE PLANTING DETAIL NOT TO SCALE 2. PLANTING BED DETAIL NOT TO SCALE L-1 , m "I r u L �� 4 iib � rA 01D,111 SITE AREA (36,190 s.f. 1000 x 30)= 1,086 points STREETSCAPE Private Dr. - North Side Street Trees: 80 l.f. / 32 = 3 trees Additional Points: 80 U. / 50 = 1.6 x 300 = 480 points Private Dr. - South Side Street Trees: 139 Lf. / 32 = 5 trees Additional Points: 139 U. / 50 := 2.78 x 300 = 834 points Total Landscape Points Required: 2,400 Total Landscape Points Provided: 2,430 PLANT LEGEND Symbol Plant Name /Type Size Point Total QtY. Value Points Cn W Quercus virginiana 211 cal. 6 150 goo W♦ Live Oak W Canopy Tree W ry Lagerstroemia indica 1.25"+ cal. 4 40 160 U) Tree Crepe Myrtle, 'Natchez' Non -Canopy Tree Quercus virginiana 211 cal. 3 150 450 Live Oak Canopy Tree o Myrica cerifera 1.25"+ cal. 15 40 600 Wax Myrtle Non -Canopy: Tree Lagerstroemia indica 1.25"+ cal. 8 40 320 Tree Crepe Myrtle, 'Natchez' Non -Canopy Tree LAWN - Bermuda Grass Hydromulch 2lbs per 1000 sf 9706 Woodview Drive College_ Station, TX 7784.5 979.255,15.53 vkkie&&&bjK AOIll" COT WAS=0N Project: 0 L/ LIVE OA CONGLETON CARWASH GENERAL NOTES °o ° LANDSCAPE CONTRACTOR TO RECEIVE SITE AT APPROXIMATELY 1.5" BELOW FINAL GRADE. ALL ROCKS, TRASH, AND PHASE3 DEBRIS TO BE REMOVED PRIOR TO FINE GRADING. Existing ParkingLANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ACHEIVING POSITIVE DRAINAGE WITHOUT STANDING WATER. DRAINAGE SHOULD BE DIRECTED AWAY FROM BUILDINGS AND PROPERTY LINES AND TOWARDS STORM SEWER INLETS. College Station, TX FINISHED GRADE OF LAWN AND PLANTING AREAS TO BE A MIN. OF Y2" BELOW ADJACENT PAVEMENT. Existing Pa Is LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING FROM DAMAGE ANY EXISTING IRRIGATION AND PLANT MATERIAL ON SITE AND ADJACENT SITES. Tree C EA tion RE T TREE) Ju ox ANY ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO ITS EXISTING CONDITION OR LIVE OAK BETTER. Tree Crepe Myrtle PRIVATE DRIVE (STREET T EE) PROPERTY LANDSCAPE CONTRACTOR SHALL COMPLY WITH ALL AP . PLICABLE ORDINANCES AND CITY CODES. REQIURED PERMITS RO ftTY LINE "X" IN CONCRETE SHALL BE OBTAINED BY THE CONTRACTOR. S 51*14? W 151 AW FOUND - CM LANDSCAPE CONTRACTOR SHALL LOCATE AND VERIFY CONDITION OF ALL UTILITIES PRIOR TO CONSTRUCTION. EXTREME CARE SHOULD BE TAKEN IN EXCAVATING AND WORKING NEAR UTILITIES. THE CONTRACTOR WILL BE URB RESPONSIBLE FOR ANY INJURY OR (r) -QT INCURRED DUE TO DAMAGE OF OWNERS ROPER PROPERTY UK UTILITES. HAND VARIABLE WIDTH 20' PUBLIC UTILITY LANDSCAPE PLAN DIGGING PLANTING PITS OR PLANTING BEDS SHOULD BE DONE AS NEEDED. PRIVATE ACCESS EASEMENT, 3758/277 EASEMENT ALL CONTRACTORS ARE `RESPONSIBLE FOR REMOVAL OF TRASH AND REPAIR OF HAZARDOUS CONDITIONS (TOOLS, BRICK WALL 20 10 0 20 40 OPEN HOLES, ETC.) ON A; DAILY BASIS. Exist. Grate =In PROPERTY CORNER FALLS UPON COMPLETIONS OF CONSTRUCTION AND PRIOR TO FINAL APPROVAL, THE CONTRACTOR WILL THOROUGHLY ON EDGE OF BRICK WALL Scale: I "=20'-0" CLEAN UP THE PROJECT SIRE OF ALL TRASH, CONSTRUCTION DEBRIS, LITTER, ETC. AND REPAIR DAMAGE TO FINISHED GRADE INCLUDING SPOILS FROM EXCAVATIONS, WHEEL RUTS, ETC. MAROON CITY PARTNERS LTD LOT 4R, BLOCK 1 PLAT, 3758/277 Project ZONED: C1 & OV LANDSCAPE NOTES ALL AREAS DESIGNATED AS "LAWN" TO BE HYDROMULCHED WITH BERMUDA GRASS SEED ATA RATE OF 2LBS PER 1000 CS07 SF. IF INSTALLATION OCCURS BETWEEN SEPTEMBER 15TH AND APRIL 15TH ALL LAWN AREAS TO BE HYDROMULCHEID SECURE TREE TO STAKES WITH WITH WINTER RYE GRASS SEED AT A RATE OF 4 LBS PER 1000 SF. CONTRACTOR WILL THEN REHYDROMULCH WITH HOSE AND WIRE AT LOWEST THE . BERMUDA GRASS SEED AFTER APRIL. Date Issued: CROTCH OF LOWEST BRANCH ALL PLANTING BEDS AND LAWN AREAS WILL BE SEPARATED BY RYERSON GREEN STEEL EDGING (e/"X4") OR APPROVED DECEMBER7 2007 TOP OF ROOTBALL TO SIT 12 GA. GAII WIRE WITH BLACK SLIGHTLY ABOVE FINISHRUBBER HOSE TO PROTECT TREE ALL CANOPY TREES TO BE STAKED, REFERENCE TREE PLANTING DETAIL FOR STAKING. E GRADE, PLACE ROOTBALL SUBGRADE —3 - 6- (MIN.) LONG DARK GREEN FOR PLANTING SPECIFICATIONS REFERENCE TREE PLANTING AND PLANTING BED DETAILS. 3" HT. WATER RETENTION -r, POSTS. INSTALL STAKES TILL EXISTING SOIL TO A DEPTH OF 6", AND 1-22-08 per city review comments BASIN MIN. 1' INTO UNDISTURBED SPACING PER PLAN ADD A 4" DEPTH LAYER OF PLANTING BED 2-13-08 per city review comments SUBGRADE. MIX. PLANTING BED MIX TO BE A 1:1 COMBINATION OF FULLY COMPOSTED IRRIGATION NOTES DIG HOLE 1.5 - 2 TIMES WIDER ORGANIC MATTER WITH TOPSOIL. 2" LAYER OF HARDWOOD THAN THE ROOTBALL WITH AN IRRIGATION SYSTEM TO PROVIDE FULL COVERAGE OF ALL PLANTING BEDS AND LAWN AREAS SHALL BE INSTALLED BARK MULCH SLOPED SIDES. TOP OF ROOTBALL TO BE BY A LICENSED IRRIGATOR BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. SLIGHTLY HIGHER THAN FINISHED GRADE IRRIGATION SYSTEM TO BE PROVIDED WITH A DOUBLE CHECK BACK FLOW DEVICE AND INSTALLED PER CITY OF FINISHED GRADE COLLEGE STATION CODE. THE BACKFLOW DEVICE MUST BE TESTED UPON INSTALLATION. I" LAYER OF COMPOST COVER BED WITH 2" LAYER OF REVIEWED FOR HARDWOOD BARK MULCH LAWN AND PLANTING BEDS WILL BE ON SEPARATE ZONES. Sheet Title: BACKFILL WITH NATIVE SOIL, COMPLIANCE SUBSTITUTING WITH TOPSOIL PLANTING BED SHOULD BE -.4 CROWNED AT THE CENTER IRRIGATION CONTRACTOR IS RESPONSIBLE FOR INSTALLING IRRIGATION SLEEVING. IF NEEDED. LANDSCAPE FEB 2 U 2008 I I— I I -z --UNDISTURBED SUBGRADE • COLLEGE 8 [AfION PLAN oEVELOPMENT SERVICEs % 1. Sheet NUMI TREE PLANTING DETAIL NOT TO SCALE 2. PLANTING BED DETAIL NOT TO SCALE L-1 , m "I r u L �� 4 iib � rA 01D,111 PROJECT BENCHMARK: SQUARE CUT ON 00 2 Bags of Socrete (Min) Hand Tamp As Necessary 42'39'55" E 375.58' Note: Signs made of 3/32" Aluminum With Baked Enamel Reflective Finish and Screen -Printed Images for Durability, Colors Are Blue & White. Refer to Texas Accessibility Standards Section 4.30 for Text Sizing. 2g" Galvanized Steel Sign Post PUBLIC UTILITY EASEMENT 3663/313 X -If-"'" 2 Lbs. Per Ft. SIGN INSTALLATION NOTES: (Install Plumb) 1. All signs shall be posted on 8 -foot -long, 2-3/8" outside Finish Grade a °00 �e'_ \\ N 1 t2" �. S:lPro�10727-Congleton_Catwash_PH310727-01-site plan.dwg, 2/18/2008 8:18:03 AM,1:20 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. A hole at least one -foot in diameter shall be dug or drilled a minimum of three (3) feet in depth. The signpost 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 an adjacent travelway. All signposts shall be installed 24 inches from the travelway. 3. The hardware used to attach the signs to the signposts shall be the some as that currently used by the city. 4. Signs shall be positioned facing perpendicular to the parking stall HANDICAP SIGN INSTALLATION DETAIL 15' PRIVATE ACCESS & PUBLIC UTILITY EASEMENT i HANDICAPPED PARKING I/ IDENTIFICATION LOGO TO BE PAINTED ON PAVING (WHITE LETTERS SYMBOLS plc. RAMP "X" IN CONCRETE FOUND - CM / 10' PUBLIC UTILITY EASEMENT, 5390/294 I Exist. Fire • -- / Hyd 275 CP / Exist. I I Gas Line I / � I ,.Y RHOADES, CLAYTON & JANA o . / LOT 2RE, BLOCK 1 C. PLAT 5931/230 I x I ZONE: C1 & OV I a Exist. % II Junction Box1 t II I" Exist. I � �( Storm S wer ; kSI Pros. Vac Isla d HANDICAP SIGN - SEE DET.- & STRIPES ON BRIGHT BLUE BACKGROUND) -- 4" WIDE DIAGONAL STRIPING 0 24" 0 o O.C. (WHITE) I r7 HANDICAP 1 I 24" DIAMETER SYMBOL -- (TYP.) I 3'-Sn HC SYMBOL DETAIL a NTS 8' MIN PER PLAN 8' MIN FlLENAME HC-SIRIPINO.drg HC STRIPING DETAIL PLOW: 20 Nov 2007 - 2:28 pm NTS FIRE LANE DESIGNATED PARKING ONLY CITY OF BRYAN LOT 1 LOT 9 LOT 11 SITE 12 2RA ; LOT 1 AR -1 4R LOT 1 5A 6 LOT 7 � I 131 LOT 1 LOT 8 ' 15 12 y 1 21 11� 1 T.979.260.6963 F.979.260.3564 511 UNIVERSITY DRIVE EAST SUITE 204 COLLEGE STATION, TX 7784( PIAN & DESIGN SPECIALISTS IN CML ENGINEERING * HYDRAUUa HYDROLOGY * UTILITIES * STREET: SITE PLANS * SUBDIVISIONS OF T4X11`10itl i VERONICA J.B. MORGAN All curbs and curb ends designated as firelanes on plans shall be painted red with 4" (four inch) white lettering stating "FIRE LANE -NO PARKING -TOW AWAY ZONE" Wording may not be spaced for than fifteen (15) feet apart. In addition to the curbs being striped, a fire lane s;gn 12" wide and 18" in height (as seen hereon) shall be mounted at each entrance.* * 8" (eight inch) high red stripe and 4" (four inch) white lettering may be striped on the surface of the pavement behind parking stalls in lieu of signage. FIRE LANE NO PARKING =TOW AWAY ZONE *FIRE LN* STRIPING 18" x 12" See Ordinance for additional Information FIRE LANE SIGN i 2. All construction shallbe in accordance with the current City of College Station (C.S.) Standard . Specifications for Street Construction, B/CS Unified Technical Specifications, Water and Sewer and Generals, 2007, and BCS Unified Design Details. All inspection shall be performed by the staff of the 0 City Engineer of C.S. All construction shall be coordinated with the City of C.S. City Engineer. 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain / written approval from the City Engineer for any substitution prior to Construction. Requests for changes 0 0 should include product information and an engineers seal where applicable. The contractor shall be Q) O financially responsible for the engineer's time spent reviewing changes and redesigning based on CL contractors requests. 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 V Subpart P. For general requirements, see Sheet S3 for details. 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein. Testing shall be provided by a certified laboratory, at the Owner's expense, to verify these standards. Any retesting due to substandard work shall be at the expense of the Contractor. Structura areas shall include all sidewalks and shall extend 5' beyond the curb lines of all streets, alleys and parking areas. 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities near energized overhead power lines. Additionally, the contractor shall coordinate all ` proposed work and procedures with the City of C.S. Electrical Division _ 7. All materials & labor not identified as a .Separate Bid Item shall be considered subsidiary to the o_ item in which it is used. All materials and equipment shall be both furnished and installed unless •(n otherwise noted. 8. The Contractor must provide construction staking from the information provide on these plans. `= 9. All soil exposed by construction shall receive cellulose fibermulch seeding. 10. Trenches may be left open overnight if properly barricaded. 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility, etc. are not separate pay items. The Price of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc. 12. The contractor shall coordinate with Suddenlink Communications,. BTU, and Verizon to adjust the location of Existing facilities. 13. The contractor is responsible for traffic control. This is not a separate pay item. % 14. No spoil areas are available on this site. 15. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not o be visible from any public right-of-way or residential district within 150' of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building z architecture and scale to maintain a unified appearance. 16. 100 coverage of groundcover, decorative paving, decorative rock, or perennial grass is required in LEy'TiON parking lot islands, swales and drainage areas, the parking lot setbacks, right-of-way, and adjacent EMIFICATE property disturbed during construction. - 17. Irrigation system must be protected by either a Pressure Vacuum Breaker, a Reduced Pressure C3 Principle Back Flow Device, or a 'Double Check Back Flow Device, and installed as per `City Ordinance C3 + 2394. All Backflow devices must be installed and tested upon installation as per City Ordinance 2394. 18. Lots 2RB and 2RC are considered as one building plot for access and Non -Residential Architectural (NRA) Standards, as well as signage. v j 4 SITE PLAN NOTES: T x 1. Name of Project: Congleton Carwash Phase 3 .............. 2. Legal Description: The Gateway #1, Block 1, Lot 2R 3. Owner: Drew Congleton Gateway Fuels, LLC No part of this site lies within the .167 Monterrey Road U 100 -year floodplain boundary per Montgomery, Texas 77356 FEMA's Flood Insurance Rate Map (979) 268-0641 panel 48041 CO142 C. 4. Engineer: Mitchell & Morgan, L.L.P. � (LOMR-F 05-06-0161A 511 University Drive East, Suite 204 J Effective date: JanuaCollege Station, Texas 77840 k, �� FOR (979) 260-6963 COMPLIANC 5. Zoning C=1 & OV LIJ 6. Existing Use: Undeveloped -Vacant FEt."'212008 Proposed Use: Commercial �. J 7. Setbacks. Per City of College Station Ordinances CO N EGF. STiATION 8. Site Area: .831 Acres E GINE RIN 9• Water Demands: Min.= gpm, Avg.= gpm, Peak= gp 10. Sanitary Demands: GPD �. PARKING LEGEND: ` `.J Parking Spaces R'qd for Car Wash (Lot 2RC) (864SF @ 250) = 4 spaces REVIEWED FOR Parking Spaces R'qu for Mechanical/Storage (Lot 2RC) COMPLIANCE (1,858 @ 100 = 2 spaces FEB 2 a 2008 � Parking Spaces R'qd - Lot 2RA = 46 space®� f, �._�� 4 Total Parking Required = 52 spaces DEWLOPMENT SERVICES Parking Provided on Lot 2RA after renovations = 23 spaces Parking Provided on Lot 2RC = 29 spaces Total Parking Provided = 52 spaces Of 05 Sheets .33 I VICINITY MAP............77689......... ., ®�+� ::� (NTS) GENERAL CONSTRUCTION NOTES: 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore, the Contractor shall contact all utility company representatives a --'" minimum of 48 hours in advance of any excavation. 00 m m m a. Contact Dig Tess ® 1-800-344-8377 C%1 - b. Contact Kimberly Winn @ ATMOS 774-2506 C. Contact Mike Lavender ® Suddenlink 846-2229 cmY d. Contact Isabel Cantu ® BTU 821-5770 m.0 a e. Contact Mitchell Gas ® 779-4460 ``moo f. Contact Union Pacific Resources @ 778-8525 g.__ Richard _Wallace ®Verizon 821-4752 All curbs and curb ends designated as firelanes on plans shall be painted red with 4" (four inch) white lettering stating "FIRE LANE -NO PARKING -TOW AWAY ZONE" Wording may not be spaced for than fifteen (15) feet apart. In addition to the curbs being striped, a fire lane s;gn 12" wide and 18" in height (as seen hereon) shall be mounted at each entrance.* * 8" (eight inch) high red stripe and 4" (four inch) white lettering may be striped on the surface of the pavement behind parking stalls in lieu of signage. FIRE LANE NO PARKING =TOW AWAY ZONE *FIRE LN* STRIPING 18" x 12" See Ordinance for additional Information FIRE LANE SIGN i 2. All construction shallbe in accordance with the current City of College Station (C.S.) Standard . Specifications for Street Construction, B/CS Unified Technical Specifications, Water and Sewer and Generals, 2007, and BCS Unified Design Details. All inspection shall be performed by the staff of the 0 City Engineer of C.S. All construction shall be coordinated with the City of C.S. City Engineer. 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain / written approval from the City Engineer for any substitution prior to Construction. Requests for changes 0 0 should include product information and an engineers seal where applicable. The contractor shall be Q) O financially responsible for the engineer's time spent reviewing changes and redesigning based on CL contractors requests. 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 V Subpart P. For general requirements, see Sheet S3 for details. 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein. Testing shall be provided by a certified laboratory, at the Owner's expense, to verify these standards. Any retesting due to substandard work shall be at the expense of the Contractor. Structura areas shall include all sidewalks and shall extend 5' beyond the curb lines of all streets, alleys and parking areas. 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities near energized overhead power lines. Additionally, the contractor shall coordinate all ` proposed work and procedures with the City of C.S. Electrical Division _ 7. All materials & labor not identified as a .Separate Bid Item shall be considered subsidiary to the o_ item in which it is used. All materials and equipment shall be both furnished and installed unless •(n otherwise noted. 8. The Contractor must provide construction staking from the information provide on these plans. `= 9. All soil exposed by construction shall receive cellulose fibermulch seeding. 10. Trenches may be left open overnight if properly barricaded. 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility, etc. are not separate pay items. The Price of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc. 12. The contractor shall coordinate with Suddenlink Communications,. BTU, and Verizon to adjust the location of Existing facilities. 13. The contractor is responsible for traffic control. This is not a separate pay item. % 14. No spoil areas are available on this site. 15. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not o be visible from any public right-of-way or residential district within 150' of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building z architecture and scale to maintain a unified appearance. 16. 100 coverage of groundcover, decorative paving, decorative rock, or perennial grass is required in LEy'TiON parking lot islands, swales and drainage areas, the parking lot setbacks, right-of-way, and adjacent EMIFICATE property disturbed during construction. - 17. Irrigation system must be protected by either a Pressure Vacuum Breaker, a Reduced Pressure C3 Principle Back Flow Device, or a 'Double Check Back Flow Device, and installed as per `City Ordinance C3 + 2394. All Backflow devices must be installed and tested upon installation as per City Ordinance 2394. 18. Lots 2RB and 2RC are considered as one building plot for access and Non -Residential Architectural (NRA) Standards, as well as signage. v j 4 SITE PLAN NOTES: T x 1. Name of Project: Congleton Carwash Phase 3 .............. 2. Legal Description: The Gateway #1, Block 1, Lot 2R 3. Owner: Drew Congleton Gateway Fuels, LLC No part of this site lies within the .167 Monterrey Road U 100 -year floodplain boundary per Montgomery, Texas 77356 FEMA's Flood Insurance Rate Map (979) 268-0641 panel 48041 CO142 C. 4. Engineer: Mitchell & Morgan, L.L.P. � (LOMR-F 05-06-0161A 511 University Drive East, Suite 204 J Effective date: JanuaCollege Station, Texas 77840 k, �� FOR (979) 260-6963 COMPLIANC 5. Zoning C=1 & OV LIJ 6. Existing Use: Undeveloped -Vacant FEt."'212008 Proposed Use: Commercial �. J 7. Setbacks. Per City of College Station Ordinances CO N EGF. STiATION 8. Site Area: .831 Acres E GINE RIN 9• Water Demands: Min.= gpm, Avg.= gpm, Peak= gp 10. Sanitary Demands: GPD �. PARKING LEGEND: ` `.J Parking Spaces R'qd for Car Wash (Lot 2RC) (864SF @ 250) = 4 spaces REVIEWED FOR Parking Spaces R'qu for Mechanical/Storage (Lot 2RC) COMPLIANCE (1,858 @ 100 = 2 spaces FEB 2 a 2008 � Parking Spaces R'qd - Lot 2RA = 46 space®� f, �._�� 4 Total Parking Required = 52 spaces DEWLOPMENT SERVICES Parking Provided on Lot 2RA after renovations = 23 spaces Parking Provided on Lot 2RC = 29 spaces Total Parking Provided = 52 spaces Of 05 Sheets .33 I