HomeMy WebLinkAboutCST Corner Store SitePlanrot
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LANDSCAPE CONSTRUCTION SPECIFICATIONS: \ \
1.) General Contractor to bring all areas to final grade using a good quality, gradable
topsoil and boxblade.
2.) Prepare all new planting beds by removing all rocks, concrete and construction
debris and till in 3" of new acidic Mixed Soil (60% topsoil, 40% compost, 10% sand)
and pre-emergant herbicide such as Pennant or Eptam at the recommended \ \
rates, then rake all bed areas smooth prior to planting. Install 1/8"x 4" Benda- \ 12 WL
1 board plastic landscape edging as indicated ( see notes ) where new planting
beds meet turf. When end of edging butts up against paving, trim exposed
corner at 45 degree angle for pedestrian safety. \•
3.) Grade all planting beds to edges of beds and away from buildings prior to \ \ \
planting for positive drainage away from foundation(s). \
4.) Fertilize all new trees, shrubs and groundcovers with Osmocote (or equal) I N \ \
time -release fertilizer. Fertilize new flower plantings with Superbloom (or equal) \
1 NO
and apply fungicide and bug -bait to same beds. \ \
5.) Mulch all new planting beds and trees with a 2" (avg.) layer of shredded \
hardwood topdress mulch as from Letco or CJM Soil Supermarket. \
6.) Double -Stake all specified trees (see plant list) with 2 (7' tall) painted metal \
T-Posts, multi -strand coated steel wire and clear poly -vinyl tubing. \
7.) Root -Stimulate all new trees with Superthrive brand root -stimulator (or equal) as \ \
per manufacturers recommendations. 6
8.) Plant sizes shown are the minimum acceptable. Plants will be inspected and •
measured for conformance. Plants specified with container size only shall be of \
or better than locally accepted nursery standards. Obviously undersized,
misshapen, weak or inadequately rooted plants will be rejected. The Owner's
decision will be final in matters concerning plant size, condition and health.
Plants larger in size than specified may be used if approved by the Landscape \
Architect or the Owner, but the use of larger plants will not automatically increase 25 IH
the contract amount.`
1 No
9.) Thoroughly handwater all new plantings immediately after planting. \ \ \
2 10.) Fine grade all new turf areas (by hand if necessary) prior to installation of grass. \
This is for a nice smooth turf -bed as well as for normal drainage purposes. \
11.) Solid sod to be 99 percent pure Tiffway 419 Bermudagrass. Sod to be rolled
immediately after wetting and installation. Hydromulch to be Common \
Bermudagrass : 2 lbs. hulled seed per 1000 s.f., green fiber and fertilizer mix / 35 DY
slurry. I
12.) Landscape contractor to achieve germination and rooted establishment of all \
turfgrass, including hydromulch, for erosion control before final acceptance.
13.) Landscape contractor is responsible for keeping jobsite neat, clean and safe at
all times in reference to their landscape work. Excess excavated soil,
accumulations of landscape related trash, plant containers etc. to be removed ` \
_ from jobsite by Landscape Contractor daily and at the end of the project. `
14.) The Owner, Landscape Architect and general Contractor reserve the right to I o
inspect the progress of the project and any or all of the materials and procedures
used at any time. Such materials and procedures will be subject to approval or I F
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rejection at that time and promptly followed up in writing to all concerned parties.
NOTES: I \
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1.) All new landscape areas and plantings (except undeveloped portion) to be \ �,
irrigated with a professionally designed and installed automatic landscape — '�T� — — ww UK — — — —
irrigation system. See Irrigation plan. I 6 \\\
2.) Edge all paving, curbs and planting beds with 2 rows of solid sod (3 total width) X"
3 �\ then hydromulch all remaining construction disturbed areas. — \ �j — +�+ — — — —
3.) All roof and ground -mounted mechanical equipment sha a sc`ened from view I �`
or isolated so as not to be visible from any public right -of way tial_ \
district within 150' of the subject lot, measured from a point of 5' above g-rac+ �\
Such screening shall be coordinated with the building architecture and scale to
maintain a unified appearance.
4.) 100% coverage of groundcover, decorative planting, decorative rock, or a I _
perennial grass is required in parking lot islands, swales and drainage areas, the +
parking lot setback, rights -of -way and adjacent property disturbed during VS
construction.
— \ 5.) Irrigation system will be protected by either a Pressure Vacuum Breaker, a - _ -
Reduced Pressure Principle Back Flow Device or a Double -Check Back Flow
Device and installed as per City Ordinance 2394.
6.) All back flow devices will be installed and tested upon installation as per City
Ordinance 2394.
El
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MULTI -STRAND, COATED
STEEL WIRE
1/2 DIA. CLEAR
POLY -VINYL TUBING
7' PAINTED STEEL T-POSTS (2)
PLANT TREE 1.5" TO 2"
ABOVE EXISTING GRADE
MULCH TREE -WELL
EXISTING GRADE
PREPARED BACKFILL
(SOIL MIX)
TREE
PLANTING DETAIL
1 A
(NO SCALE)
Prepared by
Integrated Landscape ArchFtecture
765 I:dlinq Oaks I?rive
12riftwood, Texas 78619
LANDSCAPE
PH 713-973-7851
r-Mad InfoCdLandArch-rx,com
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MULCH
UNDISTURBED
EXISTING SOIL
BACKFILL (MIXED SOIL)
SHRUB PLANTING DETAIL
( NO SCALE)
PLAN
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PLANT
LIST
QUART.
SYM80L
PLANT TYPE
SIB
NOTES
34
FG
PURf't E FOUNTAINGRASSi
5 GAL..
:7 - IV t _C. , FULL, HEALTHY, Y, MATCHING
Pennisetum n trum'
24" HT. MINIMUM
75
D Y
DWARF YAUPON
5 GAL.
7 - 3" O C. , FULL, HEALTHY MATGHII
__. __.. ..
_
_ _ ..... ,
... , Ilex vomitcda 'nata'
_....... _ .... __
1 14" -16" HT_ X 18" - 2V SPR
20
LO
LIVE OAK
65 GAL.
SINGLE -TRUNK , DOUBt -STAKED
Quercus vl ainiana
3" CAL. MIN.
I IT- 14' HT. X' 5'- 6 SPR. , MATCHING
O ry iYi YYIlR sws T IN I. LA— IV YYA'i L. z v v v.+ , I I ___ , - wag �xw+. —'
Mydca cerifera 3' HT. kY SPR. MINIMUM
HYDRO COMMON 8ERMt AGRA5S SO. FT. WITH GREEN CELLULOSE FIBER AND
Cynodon dactyls t, FERTILIZER , APPLY WHEREINDICATED,
SOD; 419 TIII=WAY BERMUE)AGRASS SO. YD. SOLIO SOD, Eli
Cynodort dactylon 11tway 19' _ INSTALL WHERE >ICA7M,
63 IH
LANDSCAPE POINT CALCULATIONS:
Required Points
Streetscape :
TX Hwy 6
PLANT SCHEDULE:
( 206.42' / 50 ) x 300 pts = 1,239 pts
( 206.42' / 25 ) = 9 canopy trees
Rock Prairie Road
+ LIVE OAK ( 3" / 65 Gal.) 150 pts ea.
( 269.76 / 50) x 300 pts = 1,619 pts
( 269.76' / 25) = 11 canopy trees
Points Per Project Area:
69,215 sf of Site Area / 1000 = 69.22 x 30 = 2,077 pts
NUTTALL OAK ( 3" / 65 Gal.) 150 pts ea.
Total Points Required ( 2,857 + 2,077) = 4,935 pts
Total Points Provided ( see below) = 6,820 pts
(+) WAX MYRTLE ( 15 Gal.) 10 pts ea.
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20 LIVE OAK ( 3" / 65 Gal.) x 150 = 3,000 pts
3 NUTTALL OAK ( 3" / 65 Gal.) x 150 = 450 pts
INDIAN HAWTHORN (5 Gal.) 10 pts ea.
208 INDIAN HAWTHORN (5 Gal.) x 10 = 2,080 pts
75 DWARF YAUPON (5 Gal.) x 10 = 750 pts
DWARF YAUPON (5 Gal.) 10 pts ea.
34 FOUNTAINGRASS (5 Gal.) x 10 = 340 pts
® FOUNTAINGRASS (5 Gal.) 10 pts ea.
12 WAX LIGUSTRUM (5 Gal.) x 10 = 120 pts
8 WAX MYRTLE ( 15 Gal.) x 10 = 80 pts
WAXLEAF LIGUSTRUM (5 Gal.) 10 pts ea.
6,820 pts provided
VICINITY MAP
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REVIEWED FOR
COMPLIANCE
JUL 22 2015
COLLEGE STATION
DEVELOPMENT SERVICES
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PROJECT
NO. 3729
PRELUMARY. NOT
FOR REGULATORY
APPROVAL. PERMIT
OR CONSTRUCTION
®ISSUED FOR
REGULATORY
APPROVAL AND
PERMOT ONLY
❑ISSUED FOR
CONSTRUCTION
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REVISIONS
02/16/2015
1
03/0/2015
PLAN CLAMCAnON
2
OM/1s/2O16
811E PLAN CHANGBS
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06/08/2015
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GENERAL NOTES:
GENERAL NOTES:
1. THE CONTRACTOR SHALL COORDINATE HIS CONSTRUCTION SCHEDULE WITH THE ARCHITECT PRIOR TO
COMMENCING WORK.
41. GRADING AROUND BUILDINGS INCLUDING WALKWAYS SHALL BE COORDINATED WITH ARCHITECT AND FINAL
APPROVAL OF GRADES IN GRASS AREAS AND SWALES SHALL BE APPROVED BY ENGINEER PRIOR TO
2. CONTRACTOR SHALL CONTACT ALL GOVERNING AGENCIES A MINIMUM OF 48 HOURS PRIOR TO
INSTALLATION OF LANDSCAPING MATERIALS
CONSTRUCTION AND COORDINATE ALL WORK WITH THE SAME.
42. AFTER INSTALLATION OF DRAINAGE SYSTEM. CONTRACTOR SHALL PERFORM FINAL GRADING AS SHOWN ON
3. WHETHER SHOWN ON DRAWINGS OR NOT THE CONTRACTOR SHALL PROVIDE ALL PIPING. APPURTENANCES,
THE PLANS AND/OR AS DIRECTED BY ENGINEER OR OWNER TO INSURE POSITIVE DRAINAGE OF ENTIRE
AND MISCELLANEOUS FITTINGS REQUIRED TO ACCOMPLISH THE DESIGN AS DRAWN AT NO ADDITIONAL COST
SITE. FINAL GRADING SHALL BE APPROVED BY ENGINEER PRIOR TO INSTALLATION OF GRASS.
TO THE OWNER. CONTRACTOR SHALL. CONTACT ENGINEER IF UNSURE OF PIPING LAYOUT, SIZES OR
LENGTHS.
43. THE CONTRACTOR SHALL COORDINATE FINAL GRADING OF LANDSCAPED AREAS WITH THE ARCHITECT.
4. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD BEFORE COMMENCING ANY WORK. IT SHALL BE THE
44. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING FINAL GRADES TO ENSURE POSITIVE DRAINAGE.
CONTRACTOR'S RESPONSIBILITY TO REPORT ANY DISCREPANCIES TO THE ENGINEER IN A TIMELY MANNER.
45. PLACE BACKFILL AS PROMPTLY AS PRACTICABLE AFTER COMPLETION OF EACH STRUCTURE OR PORTION OF
5. ALL DIMENSIONS SHOWN ARE APPROXIMATE AND ARE TO BE VERIFIED BY THE CONTRACTOR. CHANGES IN
A STRUCTURE. DO NOT PLACE BACKFILL AGAINST CONCRETE WALLS OR SIMILAR STRUCTURES UNTIL
HORIZONTAL OR VERTICAL ALIGNMENT ARE TO BE APPROVED BY THE ENGINEER.
CONCRETE HAS CURED AT LEAST SEVEN (7) DAYS.
6. THE DRAWINGS SHOW AS MUCH INFORMATION AS CAN BE REASONABLY OBTAINED FROM AN ON THE
46. ALL STRUCTURES AND SEWER PIPE UNDER OR WITHIN TWO (2) FEET OF PROPOSED OR FUTURE PAVEMENT
GROUND OBSERVATION, SURVEY AND EXISTING CONSTRUCTION DRAWINGS REGARDING THE TOPOGRAPHIC
SHALL BE BEDDED AND BACKFILLED WITH CEMENT STABILIZED SAND UP TO THE BOTTOM OF THE
FEATURES, ELEVATIONS AS WELL AS THE LOCATION AND NATURE OF PIPELINES, NATURAL GAS LINES,
PAVEMENT SUBGRADE.
UNDERGROUND CABLES, UTILITIES, ETC. HOWEVER, THE ACCURACY OF OR COMPLETENESS OF SUCH
INFORMATION IS NOT GUARANTEED. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND
47. CEMENT -SAND BACKFILL SHALL CONSIST OF NOT LESS THAN 1-1/2 SACKS OF CEMENT PER TON OF SAND
UTILITIES SUFFICIENTLY IN ADVANCE OF CONSTRUCTION TO PRECLUDE DAMAGE TO DOSING UTILITIES. IN
WITH SUFFICIENT WATER TO HYDRATE THE CEMENT. THE MATERIAL SHALL BE PLACED IN LAYERS EIGHT (8)
THE EVENT THAT UNDERGROUND UTILITIES NOT SHOWN ON THE DRAWINGS ARE ENCOUNTERED DURING
INCHES THICK MAXIMUM AND COMPACTED to 95% STANDARD PROCTOR DENSITY.
CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY.
48. WHERE PAVEMENT OR CURB IS BEING REMOVED AND REPLACED FULL DEPTH SAW CUT SHALL BE
7. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN THE AREA A MINIMUM OF 48 HOURS PRIOR TO
PERFORMED AT STREET CONNECTION.
COMMENCING WORK IN ANY RIGHT-OF-WAY OR EXISTING EASEMENT.
49. CONCRETE PAVEMENT SHALL HAVE MINIMUM OF FIE AND ONE-HALF SACKS OF CEMENT PER CUBIC YARD
8. SOME OF THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON HAVE NOT BEEN FIELD VERIFIED.
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. CONCRETE SHALL
COMPLY WITH GEOTECHNICAL REPORT.
9. CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT ALL"'POINTS OF CROSSING" TO DETERMINE IF
CONFLICT EXISTS BEFORE COMMENCING ANY CONSTRUCTION. NOTIFY THE ENGINEER AT ONCE OF ANY
50. ALL STEEL REINFORCEMENT SHALL CONFORM TO ASTM A615 GRADE 60.
CONFLICT.
51. DETAILING AND FABRICATION OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN ACCORDANCE
10. IN THE EVENT OF DAMAGE TO UNDERGROUND UTILITIES OR FACILITIES, WHETHER SHOWN OR NOT ON THE
WITH ACI-318 LATEST EDITION.
DRAWINGS, THE CONTRACTOR SHALL MAKE TIE NECESSARY REPAIRS TO REPLACE THE UTILITY OR FACILITY
BACK IN SERVICE AT NO INCREASE IN THE CONTRACT PRICE. ALL SUCH REPAIRS SHALL CONFORM TO THE
52. LAP ALL CONTINUOUS REINFORCING STEEL 36 DIAMETERS AT SPLICES, TEES, AND CORNERS UNLESS NOTED
REQUIREMENTS OF THE COMPANY OR AGENCY SERVICING THE FACILITY.
OTHERWISE ON PLANS.
11. ALL EXISTING POWER POLES, LIGHT STANDARDS, SIGNS, ETC. WHICH AFFECT THE PROPOSED
53. WHERE CONCRETE CURB OR WALK IS INDICATED, ELEVATION SHALL BE 6 INCHES ABOVE TOP OF
CONSTRUCTION, SHALL BE REMOVED AND/OR RELOCATED AS REQUIRED WHETHER SHOWN ON DRAWINGS OR
PAVEMENT ELEVATION SHOWN, UNLESS OTHERWISE SHOWN ON DRAWINGS.
NOT AT NO ADDITIONAL COST TO THE OWNER. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED
COORDINATE WITH COLLEGE STATION ENERGY.
54. MOW STRIPS SHALL BE INSTALLED SO AS NOT TO BLOCK ANY SHEET FLOW PATTERNS AS DESIGNED. ANY
MOW STRIPS THAT BLOCK DRAINAGE SHALL BE REMOVED AND REPLACED AT 10 ADDITIONAL COST TO THE
12. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL ADHERE TO THE STANDARDS OF THE GOVERNING
OWNER. IF CONTRACTOR HAS ANY QUESTIONS ON CORRECT ELEVATIONS FOR MOW STRIPS CONTACT
AUTHORITY.
ENGINEER OR ARCHITECT.
T
TY OWNERS AND BUSINESSES V A ALL TIMES FOR THE PROPER 0 E
AN EGRESS SHALL BE PROVIDED L 13. INGRESS D E
A PLACED W AN 55. A FIBERBOARD EXPANSION JOINT SHALL BE L CED BETWEEN THE BUILDING FOUNDATION D THE
OF THE ABUTTING PROPERTY AND THE CROSS STREETS WHICH ARE AFFECTED BY THE CONSTRUCTION OF
CONCRETE PAVEMENT.
THIS PROJECT.
56. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL PROPOSED UTILITIES EXITING BUILDING
14. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR MAINTAINING A SAFE PROJECT SITE 24 HOURS A
PRIOR TO COMMENCING WORK ON SITE UTILITIES. UPON ANY DISCREPANCIES, ENGINEER IS TO BE NOTIFIED.
DAY.
57. ELECTRIC METER AND SERVICE LINE INSTALLATION TO BE COORDINATED WITH ELECTRICAL PROVIDER BY
15. DURING THE ENTIRE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL MAINTAIN CONSTRUCTION WARNING
THE CONTRACTOR.
SIGNS AT EACH END OF THE PROJECT TO WARN MOTORING AND PEDESTRIAN TRAFFIC THAT CONSTRUCTION
IS IN PROGRESS AND OF POSSIBLE HAZARDOUS CONDITIONS GENERATED BY THE CONSTRUCTION.
58. GAS METER AND SERVICE LINE INSTALLATION TO BE COORDINATED WITH GAS COMPANY BY THE
CONTRACTOR.
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DELINEATING THE PERIMETER OF CONSTRUCTION AREA WITH
SAFETY FENCING AT NO ADDITIONAL COST. SAFETY FENCING SHALL BE ERECTED PRIOR TO CONSTRUCTION
59. ALL EXISTING MANHOLES OR STRUCTURES ON SITE SHALL BE ADJUSTED TO FINISH GRADE.
AND REMOVED UPON COMPLETION.
60. CONTRACTOR TO CALL TEXAS 811 AT 1-855-528-4278 FOR LOCATION OF ALL UTILITIES AT LEAST 72
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING TRAFFIC IN THE IMMEDIATE VICINITY OF
HRS PRIOR TO BEGINNING CONSTRUCTION
CONSTRUCTION. ALL WORK SHALL BE IN SUCH A MANNER AND SEQUENCE AS TO PROVIDE MAXIMUM
PROTECTION TO TRAFFIC AND PEDESTRIANS. CONTROLS SHALL BE CONSISTENT WITH THE TYPE OF WORK
BEING PERFORMED.
PRIVATE SANITARY SEWER CONSTRUCTION NOTES:
18. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH PART VI OF
THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (TEXAS M.U.T.C.D. MOST RECENT EDITION
WITH REVISIONS) DURING CONSTRUCTION.
1. SANITARY SEWER SHALL BE PVC (POLY -VINYL CHLORIDE) PIPE MEETING A.S.T.M. SPECIFICATIONS.
D-3034-08 AND HAVING A S.D.R. OF 26 UNLESS OTHERWISE SHOWN ON PLANS. BEDDING
19. DELINEATORS SHALL BE INSTALLED ALONG THE PAVEMENT EDGE TO WARN TRAFFIC OF ANY ROADSIDE
BACKFILLING AND INSTALLATION OF PIPE AND CONSTRUCTION OF APPURTENANCES SHALL BE IN
OBJECTS OR HAZARDS AND TO DELINEATE THE ROADWAY EDGE DURING HOURS OF DARKNESS.
ACCORDANCE WITH THE CIVIL DETAIL SHEETS.
20. THE WORK AREA SHALL BE BARRICADED AND ILLUMINATED DURING DARKNESS AND PERIODS OF INACTIVITY,
2. THE CONTRACTOR SHALL USE PRECAST SANITARY SEWER MANHOLES.
WHEN IN AN AREA OF DIRECT PUBLIC ACCESS.
21. UNOCCUPIED TRENCHES SHALL BE SECURED WITH SAFETY FENCING OR OTHER APPROPRIATE MEANS AT
3. ALL MANHOLES, AND CLEANOUTS SHALL BE BACKFILLED WITH CEMENT STABILIZED SAND. CEMENT
ALL TIMES. TRENCHES WHICH ARE NOT IMMEDIATELY BACKFILLED SHALL BE SECURELY COVERED OVERNIGHT
STABILIZED SAND FILL SHALL BE AT LEAST 12" ON BOTTOM OF STRUCTURE AND 12" AROUND OUTSIDE
AND BE SURROUNDED BY SAFETY FENCING.
OF STRUCTURE.
22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING REQUIRED SECURITY TO PROTECT HIS OWN
4. CONTRACTOR SHALL CUT OFF PIPE FLUSH WITH INSIDE FACE OF MANHOLES.
PROPERTY, EQUIPMENT, AND WORK IN PROGRESS.
23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ADEQUATE DRAINAGE BE MAINTAINED AT
5. CONTRACTOR SHALL SEAL INTERIOR SURFACE OF PROPOSED SANITARY SEWER MANHOLES WITH RAVEN
ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING
LINER 405, OR APPROVED EQUAL AS PER MANUFACTURER'S SPECIFICATIONS.
CONSTRUCTION SHALL BE RESTORED TO THE SATISFACTION OF THE GOVERNING AUTHORITY.
6. ALL SANITARY SEWER MANHOLES SHALL BE VACUUM TESTED.
24. CONTRACTOR IS RESPONSIBLE FOR THE CONSTRUCTION OF ANY TEMPORARY DITCH OR DRAINAGE
FACILITIES REQUIRED TO MAINTAIN ADEQUATE SITE DRAINAGE DURING CONSTRUCTION AT NO ADDITIONAL
7. ALL SANITARY SEWER LINES SHALL BE MANDREL AND AIR TESTED. ALL SANITARY SEWER LINES SHALL
COST TO OWNER
ALSO BE INSPECTED VIA CAMERA.
25. THE CONTRACTOR IS TO INSTALL GROUND WATER CONTROL FACILITIES OR WELLPOINTS IF NEEDED, AT NO
ADDITIONAL COST TO OWNER.
8. TIE-INS TO EXISTING MANHOLES SHALL BE MADE SUCH THAT THE FINAL CONDITIONS UPON
COMPLETION OF THE JOB SHALL BE AS GOOD OR BETTER THAN PRIOR TO STARTING WORK.
26. THE CONTRACTOR SHALL BE RESPONSIBLE TILE FOR OBTAINING ALL APPLICABLE PERMITS REQUIRED BY
ALL GOVERNING AGENCIES.
9. THE CONTRACTOR IS TO INSTALL WATER -TIGHT ADAPTORS OF A TYPE COMPATIBLE WITH THE
MATERIALS BEING JOINED AT THE POINT OF CONNECTION OF THE SERVICE LINE TO THE BUILDING
27. THE CONTRACTOR IS RESPONSIBLE TO COMPLY WITH ALL REQUIREMENTS OF THE STORMWATER POLLUTION
PLUMBING. NO CEMENT CROUT MATERIALS ARE PERMITTED.
PREVENTION PLAN (SWP3 PLAN) FOR THIS PROJECT.
28. THE CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS AND STATE OF TEXAS LAW CONCERNING
10. THE CONTRACTOR IS TO INSTALL EACH CLEANOUT SO THAT IT OPENS IN A DIRECTION OPPOSITE TO
EXCAVATION, TRENCHING AND SHORING.
THE FLOW OF THE WASTE AND, EXCEPT IN THE CASE OF A "WYE" BRANCH AND END -OF -THE -LINE
CLEANOUTS, CLEANOUTS WILL BE INSTALLED VERTICALLY ABOVE THE FLOW LINE OF THE PIPE.
29. THE CONTRACTOR SHALL DESIGN AND PROVIDE A TRENCH SAFETY SYSTEM TO MEET APPROPRIATE
CLEANOUTS WILL BE MADE WITH AIR -TIGHT MECHANICAL PLUG.
REQUIREMENTS ESTABLISHED IN OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) SAFETY &
HEALTH REGULATIONS. 29 CFR 1926, SUBPART P - EXCAVATIONS, TRENCHING AND SHORING, AND OSHA'S
PROPOSED STANDARDS ON TRENCHING, EXCAVATION PUBLISHED IN VOLUME 52, NO, 72 OF THE FEDERAL
REGISTER. APRIL 15. 1987, PAGES 12288-12339. SHOULD THE REFERENCED OSHA STANDARDS BE
MODIFIED OR AMENDED, THE MORE STRINGENT REQUIREMENTS SHALL APPLY.
30. CONTRACTOR SHALL PROVIDE SHEETING, SHORING AND BRACING AS NECESSARY TO PROTECT WORKMEN
AND EXISTING UTILITIES DURING ALL PHASES OF CONSTRUCTION.
PRIVATE STORM SEWER CONSTRUCTION NOTES:
31. IN ORDER TO COMPLY WITH HANDICAP REGULATIONS, THE CONTRACTOR SHALL ENSURE THAT THE SLOPE
OF THE SIDEWALK AND / OR PAVING IN THE FIRST FIVE FEET OUTSIDE ANY DOOR DOES NOT EXCEED 2%
1. ALL INLETS, MANHOLES, CLEANOUTS, AND HEADWALLS SHALL BE BACKFILLED WITH CEMENT
IN ANY DIRECTION.
STABILIZED SAND. CEMENT STABILIZED SAND FILL SHALL BE AT LEAST 12" ON BOTTOM OF
32. THE TEXAS DEPARTMENT OF TRANSPORTATION TxDOT 2004 STANDARD SPECIFICATIONS AND STANDARDS
STRUCTURE AND 12" AROUND OUTSIDE OF STRUCTURE.
FOR CONSTRUCTION OF HIGHWAYS, STREETS AND BRIDGES SHALL BE CONSIDERED PART OF THESE PLANS
AND USED AS THE SPECIFICATIONS FOR ITEMS EXCEPT AS SHOWN OTHERWISE ON PLANS OR IN THE
2. NO CORNER CONNECTIONS WILL BE ALLOWED TO ANY INLETS, JUNCTION BOXES, OR BOX MANHOLES
PROJECT SPECIFICATIONS.
3. CONTRACTOR SHALL CUT OFF PIPE FLUSH WITH INSIDE FACE OF INLETS AND MANHOLES.
33. NO CONSTRUCTION WHICH BLOCKS TRAFFIC ON ANY STREET, ALLEY, OR DRIVEWAY WILL BE ALLOWED
DURING THE HOURS OF 6:30 A.M. - 8:30 A.M. AND 2:30-6:00 P.M.
4. CONCRETE FOR DRAINAGE STRUCTURES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4500
PSI AT 28 DAYS.
34. THE CONTRACTOR MUST CLEAN MUD, DIRT OR DEBRIS TRACKED ONTO EXISTING STREETS BY HIMSELF OR
SUBCONTRACTOR'S VEHICLES AND EQUIPMENT IN A TIMELY MANNER.
5. CULVERT CROSSINGS LOCATED WITHIN 30 FEET OF THE RIGHT-OF-WAY SHALL HAVE MINIMUM 6:1
SLOPINLENGTH GTO ENDSKNOWNS SAFETY END (SETS). SHALL HAVE
35. CONDITION OF THE ROAD AND/OR RIGHT-OF-WAY. UPON COMPLETION OF JOB SHALL BE AS GOOD OR
ACHIEVED FROM HEHEDGELVERT
OFPA PAVEMENT TO HEFFICIENT
ALLOW SLOPE TO BEREATMENTS
BETTER THAN PRIOR TO STARTING WORK.
FLOWLINE AT THE END OF THE SET.
36. ALL AREAS DISTURBED BY CONSTRUCTION WHICH ARE NOT TO BE REPAVED OR OTHERWISE COVERED BY
LANDSCAPING SHALL BE HYDROMULCHED.
6. CULVERTS LARGER THAN SINGLE 30-INCH DIAMETER (OR LARGER THAN MULTIPLE 24-INCH
DIAMETER CULVERTS) SHALL REQUIRE SAFETY PIPE RUNNERS.
37. CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL. TOPSOIL SHALL BE SPREAD OVER ALL AREAS
RECEIVING SOD AND OR HYDROMULCH. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A STAND OF
GRASS WITH NO AREAS OF EROSION BEFORE FINAL ACCEPTANCE.
7. CONTRACTOR SHALL FLUSH AND CLEAN ALL STORM SEWER LINES AND STRUCTURES PRIOR TO
ACCEPTANCE. ALL STORM LINES SHALL ALSO BE INSPECTED VIA CAMERA.
38. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL WASTE MATERIAL
GENERATED DURING CONSTRUCTION. WASTE MATERIAL MUST BE REMOVED FROM THE WORK SITE AND
8. TIE-INS TO EXISTING MANHOLES SHALL BE MADE SUCH THAT THE FINAL CONDITIONS UPON
DISPOSED OF IN SUCH A MANNER COMPLIANT WITH ALL LAWS AND REGULATIONS AND AS TO NOT DAMAGE
COMPLETION OF THE JOB SHALL BE AS GOOD OR BETTER THAN PRIOR TO STARTING WORK.
THE OWNER OR OTHER PERSONS AT NO ADDITIONAL COST.
39. ALL FILL PLACED ON SITE SHALL BE ENGINEERED FILL PER THE RECOMMENDATION OF THE SOILS REPORT.
9. THE CONTRACTOR IS TO INSTALL EACH CLEANOUT SO THAT IT OPENS IN A DIRECTION OPPOSITE TO
THE FLOW OF THE WASTE AND, EXCEPT IN THE CASE OF A "WYE' BRANCH AND END -OF -THE -LINE
40. FINISH GRADE ELEVATIONS INDICATE FINAL GRADE OF PROPOSED MATERIAL (I.E SOD, DIRT, MULCH. ETC.)
CLEANOUTS, CLEANOUTS WILL BE INSTALLED VERTICALLY ABOVE THE FLOW LINE OF THE PIPE.
LANDSCAPED AREAS ADJACENT TO BUILDING, INCLUDING, DIRT, MULCH, AND/OR BEDDING MATERIALS SHALL
CLEANOUTS WILL BE MADE WITH AIR -TIGHT MECHANICAL PLUG.
NOT COVER WEEPHOLES. AREAS ADJACENT TO BUILDING, LANDSCAPED, OR OTHERWISE SHALL SHEET FLOW
AWAY FROM BUILDING WITH NO AREAS OF STANDING WATER ADJACENT TO BUILDING.
PRIVATE WATER LINE CONSTRUCTION NOTES:
1. DOMESTIC OR FIRE WATER LINES 4" AND LARGER SHALL BE POLYVINYL CHLORIDE PVC, DR-18,
CLASS 150, CONFORMING TO AWWA C900 OR C905, AS CURRENTLY AMENDED UNLESS OTHERWISE
NOTED ON THE PLANS.
2. WATER LINES 3" AND SMALLER SHALL BE SCHEDULE 40 PVC.
3. ALL VALVES SHALL BE LEFT HAND (COUNTERCLOCKWISE) OPEN.
4. SEE DETAIL SHEET FOR THRUST BLOCK DETAILS.
5. CONTRACTOR SHALL INSTALL METALLIC TRACER WIRE ON ALL UNDERGROUND PVC PIPING AND
SECURE WIRE ENDS AT ALL VALVE BOXES.
6. CONTRACTOR SHALL ADJUST ELEVATION OF WATER LINES AS REQUIRED TO CLEAR OTHER UTILITIES
ADJUSTMENT MUST MEET TCEO REQUIREMENT FOR MINIMUM CLEARANCES, TYPE OF PIPE, ETC.
7. MINIMUM VERTICAL CLEARANCE BETWEEN WATER LINES AND OVER UTILITIES SHALL BE TWELVE
INCHES, UNLESS OTHERWISE NOTED ON THE PLANS.
8. EXISTING WATER SERVICES SHALL NOT BE INTERRUPTED DURING CONSTRUCTION.
9. NO CONNECTIONS SHALL BE MADE TO EXISTING WATER LINES UNTIL ALL PROPOSED WATER LINES
HAVE BEEN THOROUGHLY CLEANED. TESTED, DISINFECTED AND APPROVED. ALL TESTING PROCEDURES
SHALL CONFORM TO THE GOVERNING AGENCY.
SURVEY NOTE:
1. ALL SURVEY INFORMATION, INCLUDING BUT NOT LIMITED TO DESCRIPTIONS OF PHYSICAL
CHARACTERISTICS, LEGAL UNITS, UTILITY LOCATIONS AND PERMANENT BENCHMARK FOR THE SITE OF
THE PROJECT, WAS PROVIDED BY THE OWNER. THE ARCHITECTS AND ENGINEER DISCLAIM ANY
RESPONSIBILITY FOR THE ACCURACY AND EXTENT OF ALL SURVEY INFORMATION PREPARED BY
OTHERS AND FURTHER DISCLAIM RESPONSIBILITY FOR INTERPRETATION OF THAT DATA BY BIDDERS
AND CONTRACTORS.
TRENCHING AND BACKFILL NOTES:
1. BEDDING AND BACKFILL FOR BELOW GRADE UTILITY TRENCHES WITHIN THE BUILDING FOOTPRINT
SHOULD BE CEMENT -STABILIZED SAND OR FILL. CEMENT STABILIZED SAND SHOULD MEET THE
REQUIREMENTS OF CITY OF COLLEGE STATION AND SHOULD NOT BE USED AS TRENCH BEDDING OR
BACKFILL WITHIN 10 FEET OF THE RESIDENCE.
PUBLIC SANITARY SEWER CONSTRUCTION NOTES:
1. DESIGN AND CONSTRUCTION OF SANITARY SEWERS SHALL CONFORM TO THE APPLICABLE PORTIONS OF
THE CURRENT CONSTRUCTION STANDARDS OF THE BRYAN/COLLEGE STATION UNIFIED DESIGN
GUIDELINES, STANDARDS AND SPECIFICATIONS FOR WASTEWATER COLLECTION SYSTEMS, WATER LINES,
STORM DRAINAGE, AND STREET PAVING.
2. SANITARY SEWER MATERIALS SHALL BE PVC PIPE SCH 40 FOR LINES 6" AND SMALLER AND SDR 35
FOR LINES 8" AND LARGER. 6"-12" LINES WITHIN CITY OF COLLEGE STATION RIGHT OF WAY AND
EASEMENTS AND WITHIN NINE FEET OF THE WATER LINE CROSSING. WITHIN CITY OF COLLEGE STATION
RIGHT OF WAY AND EASEMENTS USE SDR 26 (ASTM D3034). WITHIN NINE FEET OF THE WATER LINE
CROSSING INSTALL DUCTILE IRON PiPE OR C-900 PVC PIPE MEETING WATER LINE SPECIFICATIONS. NO
SANITARY SEWER PIPE JOINTS WITHIN NINE FEET OF THE WATER LINE CROSSING.
3. WHERE THE LENGTH OF SEWER OR OTHER PIPE RUN IS GIVEN IT IS FOR INFORMATION NO ADDITIONAL
COMPENSATION SHALL BE PAID IF ACTUAL LENGTH DIFFERS FROM THAT GIVEN.
4. ALL PVC SEWER SHALL BE TESTED FOR DEFLECTION 30 DAYS AFTER BACKFILLING OPERATIONS ARE
COMPLETE. TEST FOR DEFLECTION SHALL BE BY MEANS OF A HAND -PULLED MANDREL DEVICE HAVING
AN OUTSIDE DIAMETER EQUAL TO 95 PERCENT OF THE NOMINAL DIAMETER OF THE PIPE BEING
TESTED. THE MANDREL SHALL HAVE A MINIMUM OF SEVEN RUNNERS WITH EACH RUNNER AT LEAST 5
INCHES IN LENGTH. CONTRACTOR SHALL HAVE AN APPROVED TRUEING RING AT THE JOBSITE DURING
TESTING TO ASSURE THE CORRECT DIAMETERS. ANY PIPE NOT MEETING THE REQUIREMENT TO PASS
THE MANDREL BY HAND SHALL BE REMOVED AND REPLACED AT CONTRACTOR EXPENSE.
5. CONTRACTOR SHALL TEST ALL GRAVITY SANITARY SEWERS FOR LEAKAGE BY EITHER THE INFILTRATION
METHOD OR THE LOW PRESSURE AIR TEST METHOD.
6. CLEANOUT HOUSING SHALL BE ZURN #Z-1460-15, DURA COATED CAST IRON, OR APPROVED EQUAL.
7. BACKFILL OVER SANITARY SEWER LINES AT THE POINT OF CROSSING OF WATER LINES SHALL BE 2.0
SACK/TON CEMENT STABILIZED SAND.
8. ADJUST AND/OR RECONSTRUCT EXISTING STRUCTURES AS REQUIRED AT POINTS OF CONNECTION TO
THE EXISTING SEWER SYSTEMS.
9. ADJUST STRUCTURES (MANHOLES, INLETS, JUNCTION BOXES, VALVE BOXES, ETC.,) AS REQUIRED TO
CONFORM TO NEW FINISHED GRADES.
PUBLIC STORM SEWER CONSTRUCTION NOTES:
1. DESIGN AND CONSTRUCTION OF STORM SEWERS SHALL CONFORM TO THE APPLICABLE PORTIONS OF
THE CURRENT CONSTRUCTION STANDARDS OF THE BRYAN/COLLEGE STATION UNIFIED DESIGN
GUIDELINES, STANDARDS AND SPECIFICATIONS FOR WASTEWATER COLLECTION SYSTEMS, WATER LINES,
STORM DRAINAGE, AND STREET PAVING.
2. THE SCOPE OF WORK INCLUDES MAKING CONNECTION TO EXISTING STORM WATER DRAINS AND
SEWERS ENCOUNTERED IN THE EXCAVATION. IF STORM WATER DRAINS OR SEWERS NOT SHOWN ON
THE DRAWINGS ARE ENCOUNTERED THE CONTRACTOR SHALL ADVISE HE OWNER'S REPRESENTATIVE
OF THE LOCATION, DEPTH, SIZE AND PIPE MATERIAL AND SHALL OBTAIN THE OWNER'S WRITTEN
INSTRUCTIONS CONCERNING IF TO AND HOW TO CONNECT.
3. USE FERNCO COUPLINGS TO MAKE UP JOINTS BETWEEN DISSIMILAR MATERIALS.
4. WHERE SPECIFIED, PVC STORM SEWER PIPE MATERIALS SHALL BE ASTM D 3034, SDR 26, WITH
ELASTOMERIC SEAL (GASKET TYPE) JOINTS, ASTM D 3212.
5. WHERE THE LENGTH OF SEWER OR OTHER PIPE RUN IS GIVEN IT IS FOR INFORMATION NO
ADDITIONAL COMPENSATION SHALL BE PAID IF ACTUAL LENGTH DIFFERS FROM THAT GIVEN.
6. ADJUST AND/OR RECONSTRUCT EXISTING STRUCTURES AS REQUIRED AT POINTS OF CONNECTION TO
THE EXISTING DRAINAGE SYSTEMS.
7. PRECAST INLETS MAY BE SUBSTITUTED IF UNITS ARE CONSTRUCTED OF 4,000 PSI CONCRETE,
REINFORCED WITH GRADE 60 STEEL AND RATED FOR HS-20 LOADING. SUBMIT PRODUCT
INFORMATION FOR APPROVAL BY THE ENGINEER.
8. ADJUST STRUCTURES (MANHOLES, INLETS, JUNCTION BOXES, VALVE BOXES, ETC.,) AS REQUIRED TO
CONFORM TO NEW FINISHED GRADES.
9. CONTRACTOR TO SHORE EXCAVATIONS AS REQUIRE TO PROTECT EXISTING STRUCTURES INCLUDING
PAVEMENTS.
10. CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH BEARING CAPACITY OF CHAMBER FOUNDATION
TO ARCHITECT.
11. CONTRACTOR TO APPLY EROSION AND SEDIMENT CONTROL MEASURES TO PROTECT THE STORM
WATER SYSTEM DURING ALL PHASES OF SITE CONSTRUCTION PER LOCAL CODES.
PUBLIC WATER LINE CONSTRUCTION NOTES:
1. DESIGN AND CONSTRUCTION OF WATER LINES
SHALL CONFORM TO THE APPLICABLE PORTIONS OF
THE CURRENT CONSTRUCTION STANDARDS OF
THE BRYAN/COLLEGE STATION UNIFIED DESIGN
GUIDELINES, STANDARDS AND SPECIFICATIONS
FOR WASTEWATER COLLECTION SYSTEMS, WATER LINES,
STORM DRAINAGE AND STREET PAVING.
2. WATER SERVICE LINES 4"-12" MATERIAL SHALL BE PVC PRESSURE PIPE, CLASS 305 DR 14 MEETING
AWWA C-900 STANDARD FOR LINES BETWEEN
4"-12". FOR PIPES GREATER THAN 12 INCHES
MATERIAL SHALL BE PVC PRESSURE PIPE, CLASS 235 DR 18 MEETING AWWA C-905 STANDARD.
JOINTS SHALL BE GASKETED PUSH -ON TYPE
CONFORMING TO ASTM D 3139 AND F 477. BENDS AND
FITTINGS, IF ANY, SHALL BE MANUFACTURED
OF THE SAME PVC MATERIAL AS THE PIPE.
3. PROVIDE 4'-0" MINIMUM COVER OVER WATER
LINE.
4. PROVIDE THRUST BLOCKS OF 2,500 PSI CONCRETE AS REQUIRED TO SECURE FITTINGS.
5. ADJUST STRUCTURES (MANHOLES, INLETS, JUNCTION BOXES, VALVE BOXES, ETC.,) AS REQUIRED TO
CONFORM TO NEW FINISHED GRADES.
UTILITY CONTACTS:
WATER AND WASTEWATER SERVICES:
CITY OF COLLEGE STATION
CONTACT: STEPHEN A. MALDONADO, JR.
979-764-5011
ELECTRICAL SERVICE:
COLLEGE STATION UTILITIES
CONTACT: WELDON DAVIS
979-764-5027
BRY! N TEXAS UTILITIES
COt, "ACT: ALLEN KRISTOF
979-821-5730
FIRE DEPARTMENT:
CITY OF COLLEGE STATION FIRE DEPARTMENT
REVIEWED
FOR
CONTACT: STEPHEN SMITH
COMPLIANCE
979-764-6273
JUL Z l 2015
GAS SERVICE:
ATMOS ENERGY
COLLEGE STATION
CONTACT: JOSH MORTAN
ENGINEERING
979-774-2506
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REVISIONS
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1
03/23/2015
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2
04 13 2015
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05/28/2015
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PL = 31( 1' G N 57°46'36" E 274(85'
OA +0,0 0,0 0,0 to OA 0,0 + + + + + + + + + + + + + + + + + + + + + + + + 1 +0,1 +0,0 +0.0 0,0
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
0,0 0.0 0,0 0,0 ,0 0,0 0,0 0,0 0,0 + + + + + 0,0 0,1 0,1 0,1 0,2 0,2 0,4 0,6 1,2 1,9 2,3 2,6 3.4 1,3 0,8 0,5 0,4 0,3 0,3 0,3 0,3 0,4 0,4 0,4 0,4 0,3 0,2 0,2 0,1 0,1 0,0 0,0 0,0 0,0
5
+0,0 0,0 0,0 to 0,0 +0,0 0,0 +0,0 0 0,0 +0,1 0,1 0,1 0,2 0,3 0. 0,9 1,3 1,4 1,4 1,6 1,6 0,4 +0,3 0,2 +0,2 +0,2 0,2 +02 +0,2 +0,2 +0,2 +0,2 +0,2 +0,2 +0,1 +0,1 +0,1 0,1 0,0 0,0 0,0 ,0 +0.0
0,0 +0,0 0,0 +0,0 +0,0 to +0,0 +0,0 +0,0 +0,0 0,0 +0,0 01 +0,1 0,1 +02 0,4 0,6 0,8 +0,8 +0,6 +0,6 0,6 0,3 0,2 +02 +0,1 +0,1 +0,1 0,1 +0,1 +0,1 +0,1 0,1 +0,1 +0,1 +0,1 0,1 0,1 0,0 0,0 +0,0 ,0 +0.0 +0,0
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,1 0.1 0,2 0,2 0,4 0.5 0.4 ,3 ,3 0,3 0.2 0.1 0,1 0,1 0,1 0,1 0,1 0,1 0,1 0,1 0,1 0,1 0,1 0,1 0,1 0,1 0,0 0,0 0,0 0,0 0,0 ,0 0,0
ROCK PRAIRIE ROAD
6
t dimensions and tuminaire locations
ns, The engineer and/or architect Must
out to existing or future fietd conditions,
on levels calculated from laboratory data
accordance with The Iltuminating Engineering
at performance of any manufacturer's luminaires
J voltage, tolerance in lamps/LED's and other
do not Include obstructions such as buildings,
hitectural elements unless noted,
W
X
^1� XSL2-S-50
LED Crossover Soffit
<*,00�
S�28*Vee
809/10-ETAFS LOGNF81I6
XAM U
LED Crossover Area Light
END VIEW
DE MEW
QQ�vee
86919111-8rArg 91611YINd
XPWS3
LED Crossover Wall Mount Light
EM VM
P8t9PBCr w VM
wX VM
ffuv-s> uffiwffe
SITE PHOTOMETRIC PLAN
SCALE : 1" = 30'-0"
30' 0' 30' 60'
120'
Calculation Summary
Label CalcType Units Avg Max Min Avg/Min Max/Min
C lcPts Illuminance Fc 5,91 67,6 0,0 N.A. N.A.
CANOPY SUMMARY Illuminance Fc 51,34 67,6 36,7 1,40 1.84
PARKING/DRIVE SUMMARY Illuminance Fc 11,17 46,4 1,5 7,45 30,93
Luminaire Schedule
Symbol Qty Label Arrangement Description LLF Lumens/Lamp Arr, Lum, Lumens Arr, Watts
2 G 2 @ 90 DEGREES XAMU-FT-LED-128-H❑-CW-UE D90- - 20 MH 1,000 N.A. 34664 352
�> 7 F SINGLE XAMU-FT-LED-128-H❑-CW-UE SINGLE - 20 MH 1,000 N.A. 17332 176
+ 3 E 4 @ 90 DEGREES XAMU-FT-LED-128-H❑-CW-UE Q90- - 22 MH 1,000 N.A. 69328 704
+' 3 C SINGLE XPWS3-FT-LED-48-450-CW-UE 1,000 N.A. 6159 72
® 13 B SINGLE XSL2-S-LED-50-SS-CW 1,000 N.A. 6193 59,9
® 16 A SINGLE CRU-SC-LED-VH❑-CW 1,000 N.A. 23523 195.5
0
Ll•f�tltuoC�mt�n
I= ALLIANCE RL CINCDMTL GM .524E USA
(513) 793-300 . iAX CM3) 793-60M
LIGHTING PROPOSAL LO-125304-1
CAST/VALER❑ #1906
ROCK PRAIRIE RD,
COLLEGE STATI❑N, TX
Y, LLS �ATD12/29/14 �EV11/19/15 SHEET 1
❑F 1
SCALE: 1'=20' 0 20
•
O•
i� Q
F-1
o ;a-4
� w W
w � o
Q M�-1
UPr4' E--4
w o W F
a�I-max
PROJECT NO. 3729
PRELD[INARY. NOT
FOR REGULATORY
APPROVAL. PERNI'T
OR CONSTRUCTION
ISSUED FOR
REGULATORY
APPROVAL AND
PERMIT ONLY
ISSUED FOR
CONSTRUCTION
REVISIONS
02/16/2015
1 OS/2S/8015
PLAN CLAIRIF=n0N
2 04 iSf a016
PLAN 6nmw
3 06/86/a016
8811''11''SS PLAN mNGBS
4 N/06/2015
Crff COMMEM
5 07)/00/3018
��Y CO�o�NTs
6 07/17/2015
errr QPAvvmrr_
SHEET N0.
o
4650-Q
Pq
+ + 5 + + + + + + + + Ld � + +
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r LD D
Z 0-
+0,0 0,0 +0,0 0,0 0,1 01 0,3 +0,8 1,8 10,6 t/t� +6,1 3,1 +4,7 +4,1 4,1 3,3 +7,7 9,5 10,0 9,i +9,3 +9,2 +8,5 +8,4 +8,6 8,4 +8,7 +8,9 9,1 +9,9 +9,8 10,2 11,0 10,6 9,0 +6,2 +4,4 3 ,3 +0,7 +,4 +0.2 +0.1 +0,1 0,1
�/� a OD
VA H (, j
0,0 +0,0 0,0 +0,0 1 0,1 0,3 0, 2, 15,3 8,1 6,8 4,9 3,2 3.0 3,8 +9,8 18,9 +23,5 +24,2 22,6 19,6 22,6 19,3 19,5 +22,3 19,0 21,9 21,3 19,9 +23,5 +20,6 +22,8 25,8 25,2 +2139 12,2 +7,4 +6R 0 +0,9 +,4 +0.2 +0.1 1 0,1
O �
lf7
0,0 0,0 0,0 0,0 0,0 0,1 +0,2 0,4 1,5 O 5 +8,6 3,1 3,8 +6,1 +7,8 16,7 3,1ill t,5 34,10 30,1 -�7,8 if,8 +3R 9 40,4 ■83,0 -�6,7 498 46,E +38,7 IJ5,2 +Q2 +48,1 ■ 37,4 -�4,3■ 49.8 +21,5 11,9 1P4 12 1,3 15 02 0,1 +0,1 +0,1
4 0,0 0,o 0,0 to +0,0 0,1 0,2 0,4 1,2 +2,8 +7,0 0- 3,3 +6,5 6,4 8,6 19,5 1,2 63, ,4 �4,1 63,2 45 4 ,1 ,3 7,4 ,4� 44,6 +6 , � ,6 �2,9 ,3 +23,7 12,6 15, .2 1,2 +,5 0,2 +0,1 +0,1 0,1
to +o,o +o,o +oo O,o +0,1 +0,1 +0,2 +06 50'+ FUE PU P S TBA�K + + + + + + + + + + + + + +IEi E; + + + + + + 4 +4,5 0,2 +0,1 +0,1 O,o
A A A A
+0.0 0,0 +o,o +0,0 0,0 +0.0 +0,1 +0,2 +0.3 +0,6 + + 0' C NOP+Y 4.6 SETBAC. + + + + + + + + + °+ + + + + + +RI A + 3 +0.2 +0.1 +0,1 0,0
12K0
DIff L o b SU 3 o UN ADE O
+ + + + + + + + + + + + + + + + + + + + + + + + +
J
0,0 0,0 0,0 O,D 0,0 0,0 0,1 0,1 0,2 0,3 0,6 1,1 2, ,7 16,6 +7,6 3,2 3,8 6,9 8,1 , B U D 1'N S L I B AlI.It gc 5L A N S 5 2,9 9 0,5 2 0,1 0,1 0,1 0 0
to 0,0 +0,0 +0,0 to +0,0 +0,0 +0.1 +0,1 +0,2 0,3 0,5 0 1,6 + + + + = + + + + 2+ + + 0+ 0+ +
0 F + + + + + + + + + + 2,5 2.8 3,2 4,2 3,5 8,8 15,3 29,2 17 2,8 6,2 3,3 2,5 2,3 2,5 3� 4,3 4,5 3,4 ,6 1,9 1,4 ,1 ,5 0,3 ,2 ,1 ,1 0,0 ,0
' PU LIC YTIUTY DENT F
+0,0 0,0 0, OA +0, +0,0 +0,0 0, +0,1 01 0, +0,3 0,4 0,6 +0,9 1.0 1,3 2,0 9 + + + + + + + + + 13 +0.2 +,1 0,1 +0.0 0,0 0,0
PL = 31( 1' G N 57°46'36" E 274(85'
OA +0,0 0,0 0,0 to OA 0,0 + + + + + + + + + + + + + + + + + + + + + + + + 1 +0,1 +0,0 +0.0 0,0
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
0,0 0.0 0,0 0,0 ,0 0,0 0,0 0,0 0,0 + + + + + 0,0 0,1 0,1 0,1 0,2 0,2 0,4 0,6 1,2 1,9 2,3 2,6 3.4 1,3 0,8 0,5 0,4 0,3 0,3 0,3 0,3 0,4 0,4 0,4 0,4 0,3 0,2 0,2 0,1 0,1 0,0 0,0 0,0 0,0
5
+0,0 0,0 0,0 to 0,0 +0,0 0,0 +0,0 0 0,0 +0,1 0,1 0,1 0,2 0,3 0. 0,9 1,3 1,4 1,4 1,6 1,6 0,4 +0,3 0,2 +0,2 +0,2 0,2 +02 +0,2 +0,2 +0,2 +0,2 +0,2 +0,2 +0,1 +0,1 +0,1 0,1 0,0 0,0 0,0 ,0 +0.0
0,0 +0,0 0,0 +0,0 +0,0 to +0,0 +0,0 +0,0 +0,0 0,0 +0,0 01 +0,1 0,1 +02 0,4 0,6 0,8 +0,8 +0,6 +0,6 0,6 0,3 0,2 +02 +0,1 +0,1 +0,1 0,1 +0,1 +0,1 +0,1 0,1 +0,1 +0,1 +0,1 0,1 0,1 0,0 0,0 +0,0 ,0 +0.0 +0,0
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,1 0.1 0,2 0,2 0,4 0.5 0.4 ,3 ,3 0,3 0.2 0.1 0,1 0,1 0,1 0,1 0,1 0,1 0,1 0,1 0,1 0,1 0,1 0,1 0,1 0,1 0,0 0,0 0,0 0,0 0,0 ,0 0,0
ROCK PRAIRIE ROAD
6
t dimensions and tuminaire locations
ns, The engineer and/or architect Must
out to existing or future fietd conditions,
on levels calculated from laboratory data
accordance with The Iltuminating Engineering
at performance of any manufacturer's luminaires
J voltage, tolerance in lamps/LED's and other
do not Include obstructions such as buildings,
hitectural elements unless noted,
W
X
^1� XSL2-S-50
LED Crossover Soffit
<*,00�
S�28*Vee
809/10-ETAFS LOGNF81I6
XAM U
LED Crossover Area Light
END VIEW
DE MEW
QQ�vee
86919111-8rArg 91611YINd
XPWS3
LED Crossover Wall Mount Light
EM VM
P8t9PBCr w VM
wX VM
ffuv-s> uffiwffe
SITE PHOTOMETRIC PLAN
SCALE : 1" = 30'-0"
30' 0' 30' 60'
120'
Calculation Summary
Label CalcType Units Avg Max Min Avg/Min Max/Min
C lcPts Illuminance Fc 5,91 67,6 0,0 N.A. N.A.
CANOPY SUMMARY Illuminance Fc 51,34 67,6 36,7 1,40 1.84
PARKING/DRIVE SUMMARY Illuminance Fc 11,17 46,4 1,5 7,45 30,93
Luminaire Schedule
Symbol Qty Label Arrangement Description LLF Lumens/Lamp Arr, Lum, Lumens Arr, Watts
2 G 2 @ 90 DEGREES XAMU-FT-LED-128-H❑-CW-UE D90- - 20 MH 1,000 N.A. 34664 352
�> 7 F SINGLE XAMU-FT-LED-128-H❑-CW-UE SINGLE - 20 MH 1,000 N.A. 17332 176
+ 3 E 4 @ 90 DEGREES XAMU-FT-LED-128-H❑-CW-UE Q90- - 22 MH 1,000 N.A. 69328 704
+' 3 C SINGLE XPWS3-FT-LED-48-450-CW-UE 1,000 N.A. 6159 72
® 13 B SINGLE XSL2-S-LED-50-SS-CW 1,000 N.A. 6193 59,9
® 16 A SINGLE CRU-SC-LED-VH❑-CW 1,000 N.A. 23523 195.5
0
Ll•f�tltuoC�mt�n
I= ALLIANCE RL CINCDMTL GM .524E USA
(513) 793-300 . iAX CM3) 793-60M
LIGHTING PROPOSAL LO-125304-1
CAST/VALER❑ #1906
ROCK PRAIRIE RD,
COLLEGE STATI❑N, TX
Y, LLS �ATD12/29/14 �EV11/19/15 SHEET 1
❑F 1
SCALE: 1'=20' 0 20
•
O•
i� Q
F-1
o ;a-4
� w W
w � o
Q M�-1
UPr4' E--4
w o W F
a�I-max
PROJECT NO. 3729
PRELD[INARY. NOT
FOR REGULATORY
APPROVAL. PERNI'T
OR CONSTRUCTION
ISSUED FOR
REGULATORY
APPROVAL AND
PERMIT ONLY
ISSUED FOR
CONSTRUCTION
REVISIONS
02/16/2015
1 OS/2S/8015
PLAN CLAIRIF=n0N
2 04 iSf a016
PLAN 6nmw
3 06/86/a016
8811''11''SS PLAN mNGBS
4 N/06/2015
Crff COMMEM
5 07)/00/3018
��Y CO�o�NTs
6 07/17/2015
errr QPAvvmrr_
SHEET N0.
o
4650-Q
6
t dimensions and tuminaire locations
ns, The engineer and/or architect Must
out to existing or future fietd conditions,
on levels calculated from laboratory data
accordance with The Iltuminating Engineering
at performance of any manufacturer's luminaires
J voltage, tolerance in lamps/LED's and other
do not Include obstructions such as buildings,
hitectural elements unless noted,
W
X
^1� XSL2-S-50
LED Crossover Soffit
<*,00�
S�28*Vee
809/10-ETAFS LOGNF81I6
XAM U
LED Crossover Area Light
END VIEW
DE MEW
QQ�vee
86919111-8rArg 91611YINd
XPWS3
LED Crossover Wall Mount Light
EM VM
P8t9PBCr w VM
wX VM
ffuv-s> uffiwffe
SITE PHOTOMETRIC PLAN
SCALE : 1" = 30'-0"
30' 0' 30' 60'
120'
Calculation Summary
Label CalcType Units Avg Max Min Avg/Min Max/Min
C lcPts Illuminance Fc 5,91 67,6 0,0 N.A. N.A.
CANOPY SUMMARY Illuminance Fc 51,34 67,6 36,7 1,40 1.84
PARKING/DRIVE SUMMARY Illuminance Fc 11,17 46,4 1,5 7,45 30,93
Luminaire Schedule
Symbol Qty Label Arrangement Description LLF Lumens/Lamp Arr, Lum, Lumens Arr, Watts
2 G 2 @ 90 DEGREES XAMU-FT-LED-128-H❑-CW-UE D90- - 20 MH 1,000 N.A. 34664 352
�> 7 F SINGLE XAMU-FT-LED-128-H❑-CW-UE SINGLE - 20 MH 1,000 N.A. 17332 176
+ 3 E 4 @ 90 DEGREES XAMU-FT-LED-128-H❑-CW-UE Q90- - 22 MH 1,000 N.A. 69328 704
+' 3 C SINGLE XPWS3-FT-LED-48-450-CW-UE 1,000 N.A. 6159 72
® 13 B SINGLE XSL2-S-LED-50-SS-CW 1,000 N.A. 6193 59,9
® 16 A SINGLE CRU-SC-LED-VH❑-CW 1,000 N.A. 23523 195.5
0
Ll•f�tltuoC�mt�n
I= ALLIANCE RL CINCDMTL GM .524E USA
(513) 793-300 . iAX CM3) 793-60M
LIGHTING PROPOSAL LO-125304-1
CAST/VALER❑ #1906
ROCK PRAIRIE RD,
COLLEGE STATI❑N, TX
Y, LLS �ATD12/29/14 �EV11/19/15 SHEET 1
❑F 1
SCALE: 1'=20' 0 20
•
O•
i� Q
F-1
o ;a-4
� w W
w � o
Q M�-1
UPr4' E--4
w o W F
a�I-max
PROJECT NO. 3729
PRELD[INARY. NOT
FOR REGULATORY
APPROVAL. PERNI'T
OR CONSTRUCTION
ISSUED FOR
REGULATORY
APPROVAL AND
PERMIT ONLY
ISSUED FOR
CONSTRUCTION
REVISIONS
02/16/2015
1 OS/2S/8015
PLAN CLAIRIF=n0N
2 04 iSf a016
PLAN 6nmw
3 06/86/a016
8811''11''SS PLAN mNGBS
4 N/06/2015
Crff COMMEM
5 07)/00/3018
��Y CO�o�NTs
6 07/17/2015
errr QPAvvmrr_
SHEET N0.
o
4650-Q
Luminaire Schedule
Symbol Qty Label Arrangement Description LLF Lumens/Lamp Arr, Lum, Lumens Arr, Watts
2 G 2 @ 90 DEGREES XAMU-FT-LED-128-H❑-CW-UE D90- - 20 MH 1,000 N.A. 34664 352
�> 7 F SINGLE XAMU-FT-LED-128-H❑-CW-UE SINGLE - 20 MH 1,000 N.A. 17332 176
+ 3 E 4 @ 90 DEGREES XAMU-FT-LED-128-H❑-CW-UE Q90- - 22 MH 1,000 N.A. 69328 704
+' 3 C SINGLE XPWS3-FT-LED-48-450-CW-UE 1,000 N.A. 6159 72
® 13 B SINGLE XSL2-S-LED-50-SS-CW 1,000 N.A. 6193 59,9
® 16 A SINGLE CRU-SC-LED-VH❑-CW 1,000 N.A. 23523 195.5
0
Ll•f�tltuoC�mt�n
I= ALLIANCE RL CINCDMTL GM .524E USA
(513) 793-300 . iAX CM3) 793-60M
LIGHTING PROPOSAL LO-125304-1
CAST/VALER❑ #1906
ROCK PRAIRIE RD,
COLLEGE STATI❑N, TX
Y, LLS �ATD12/29/14 �EV11/19/15 SHEET 1
❑F 1
SCALE: 1'=20' 0 20
•
O•
i� Q
F-1
o ;a-4
� w W
w � o
Q M�-1
UPr4' E--4
w o W F
a�I-max
PROJECT NO. 3729
PRELD[INARY. NOT
FOR REGULATORY
APPROVAL. PERNI'T
OR CONSTRUCTION
ISSUED FOR
REGULATORY
APPROVAL AND
PERMIT ONLY
ISSUED FOR
CONSTRUCTION
REVISIONS
02/16/2015
1 OS/2S/8015
PLAN CLAIRIF=n0N
2 04 iSf a016
PLAN 6nmw
3 06/86/a016
8811''11''SS PLAN mNGBS
4 N/06/2015
Crff COMMEM
5 07)/00/3018
��Y CO�o�NTs
6 07/17/2015
errr QPAvvmrr_
SHEET N0.
o
4650-Q
0
Ll•f�tltuoC�mt�n
I= ALLIANCE RL CINCDMTL GM .524E USA
(513) 793-300 . iAX CM3) 793-60M
LIGHTING PROPOSAL LO-125304-1
CAST/VALER❑ #1906
ROCK PRAIRIE RD,
COLLEGE STATI❑N, TX
Y, LLS �ATD12/29/14 �EV11/19/15 SHEET 1
❑F 1
SCALE: 1'=20' 0 20
•
O•
i� Q
F-1
o ;a-4
� w W
w � o
Q M�-1
UPr4' E--4
w o W F
a�I-max
PROJECT NO. 3729
PRELD[INARY. NOT
FOR REGULATORY
APPROVAL. PERNI'T
OR CONSTRUCTION
ISSUED FOR
REGULATORY
APPROVAL AND
PERMIT ONLY
ISSUED FOR
CONSTRUCTION
REVISIONS
02/16/2015
1 OS/2S/8015
PLAN CLAIRIF=n0N
2 04 iSf a016
PLAN 6nmw
3 06/86/a016
8811''11''SS PLAN mNGBS
4 N/06/2015
Crff COMMEM
5 07)/00/3018
��Y CO�o�NTs
6 07/17/2015
errr QPAvvmrr_
SHEET N0.
o
4650-Q
•
O•
i� Q
F-1
o ;a-4
� w W
w � o
Q M�-1
UPr4' E--4
w o W F
a�I-max
PROJECT NO. 3729
PRELD[INARY. NOT
FOR REGULATORY
APPROVAL. PERNI'T
OR CONSTRUCTION
ISSUED FOR
REGULATORY
APPROVAL AND
PERMIT ONLY
ISSUED FOR
CONSTRUCTION
REVISIONS
02/16/2015
1 OS/2S/8015
PLAN CLAIRIF=n0N
2 04 iSf a016
PLAN 6nmw
3 06/86/a016
8811''11''SS PLAN mNGBS
4 N/06/2015
Crff COMMEM
5 07)/00/3018
��Y CO�o�NTs
6 07/17/2015
errr QPAvvmrr_
SHEET N0.
o
4650-Q
i� Q
F-1
o ;a-4
� w W
w � o
Q M�-1
UPr4' E--4
w o W F
a�I-max
PROJECT NO. 3729
PRELD[INARY. NOT
FOR REGULATORY
APPROVAL. PERNI'T
OR CONSTRUCTION
ISSUED FOR
REGULATORY
APPROVAL AND
PERMIT ONLY
ISSUED FOR
CONSTRUCTION
REVISIONS
02/16/2015
1 OS/2S/8015
PLAN CLAIRIF=n0N
2 04 iSf a016
PLAN 6nmw
3 06/86/a016
8811''11''SS PLAN mNGBS
4 N/06/2015
Crff COMMEM
5 07)/00/3018
��Y CO�o�NTs
6 07/17/2015
errr QPAvvmrr_
SHEET N0.
o
4650-Q
PROJECT NO. 3729
PRELD[INARY. NOT
FOR REGULATORY
APPROVAL. PERNI'T
OR CONSTRUCTION
ISSUED FOR
REGULATORY
APPROVAL AND
PERMIT ONLY
ISSUED FOR
CONSTRUCTION
REVISIONS
02/16/2015
1 OS/2S/8015
PLAN CLAIRIF=n0N
2 04 iSf a016
PLAN 6nmw
3 06/86/a016
8811''11''SS PLAN mNGBS
4 N/06/2015
Crff COMMEM
5 07)/00/3018
��Y CO�o�NTs
6 07/17/2015
errr QPAvvmrr_
SHEET N0.
o
4650-Q
SHEET N0.
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4650-Q
A i B C I D I E I F I G
2
41
li
5
on
•
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L
a
38 HANDICAP RAMP/ISLAND AREAS
NOT TO SCALE
V
81-0N 8'-0
r 8'—ON
32 ACCESSIBLE PARKING
NOT TO SCALE
N❑TE1
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MAXIMUM SLOPE AND
2% MAXIMUM CROSS A A
SLOPE UNLESS
OTHERWISE INDICATED. o 0
PR❑VIDE 3/4' WIDE
BY 1/4' DEEP `t `o
GROOVES AT 2 3/4'
O.C. EXTENDING THE
FULL WIDTH OF THE
RAMP AT AN ANGLE
THAT WILL ALLOW
WATER TO DRAIN FROM CO
THE GROOVES. f2'-O"
PLAN VIEW
2, 6' CURB TO USED
AGAINST LANDSCAPE 6'-0"
ONLY f2'_p" _ 2' HIGH
N FPROTECTION CURB
WHERE NEEDED,
DOWELLED SLOPE 1112 MAX,
CONNECTION SECTION 'A - A'
REQUIRED
5" 5"
&HANDICAP RAMP
NOT TO SCALE
A
NOTE1
1, CONSTRUCT CURB
RAMPS WITH 8.3%
MAXIMUM SLOPE AND
2% MAXIMUM CROSS
SLOPE UNLESS
❑THERWISE INDICATED.
PR❑VIDE 3/4' WIDE
BY 1/4' DEEP LOW CURB A PLAN VIEW
GROOVES AT 2 3/4'
❑,C. EXTENDING THE L❑W CURB
FULL WIDTH OF THE
RAMP AT AN ANGLE
THAT WILL ALLOW ELEVATION
WATER TO DRAIN FROM
THE GR❑❑VES, NO. 3 DOWEL NO. 3 DOWEL
BARS, 18' LONG BARS, 18' LONG
@ 18' ❑'C. @ 18' O.C.
12:1 MAX•
SLR --Q
CONCRETE
SIDEWALK
CONCRETE CURB SECTION 'A -A'
AND GUTTER
39 HANDICAP RAMP
NOT TO SCALE
2.375' ❑,D. GALVANIZED
STEEL PIPE, COATING
THICKNESS 1,25 OZ./S.F.
NON-ABRASIVE SURFACE
.125' P,V,C. JACKET
APPLIED TO PIPE
BLUE BACKGROUND
4" WIDE YELLOW
LINE
NOTE.
WIDE PAINTED 1. PROVIDE ONE
-LOW STRIPE SYMBOL FOR EACH
HANDICAP PARKING
SPACE.
2'-0„
d d 4 C
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d'
N d.
a a..
i
37 BIKE RACK
NOT TO SCALE
0
5'-6"
33 PAINTED HANDICAP SYMBOL
NOT TO SCALE
JACKET COATING
TO EXTEND 1" MIN.
BELOW GRADE
GALVANIZED STEEL
ANCHOR
CONCRETE F❑❑TING
MATCH ILO
E ilia i l3TT
Atr MAINTAIIt, i
C �dok
10
RESERVE
PARKING
I
VAN ACCESSIBL
I
0
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ONLY @ VAN
ACCESSIBLE SPACE
IMPACT RECOVERY
SYSTEM #260-F-VEC
ACCESSIBLE PARKING
SIGN
mW EXI'ANMN JOINT
AMBLILATOW RAMP
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PROJECT
NO.
3729
NOT
❑PRELnGNARY.
FOR REGULATORY
APPROVAL, PERIM
OR CONSTRUCTION
ISSUED FOR
REGULATORY
APPROVAL AND
MUM ONLY
ISSUED FOR
CONSTRUCTION
REVISION
02/16/2015
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SHEET NO.
7 o
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4650-Q
A I B I C D I E I F G
3/4" REDWOOD JOINT WITH #4 BAR FILL WITH POLY —URETHANE C❑NTINUE THE SAME
24" LONG 24" O.C. (SMOOTH SEALANT — SELF LEVELING TY, E POLY —URETHANE
JOINT SEALER J❑INT TYPE (EXPANSI❑N,
DOWEL) WITH REMOVABLE 1/2" X CONTROL OR SAW) AND
314" STRIP ON TOP. SMOOTH (SELF LEVELING) ALIGNMENT THROUGH
5" METAL KEYWAY W/ #4 112" ZIP STRIP, 1/4" TOOLED 3/4" SLEEVE CURBING,
BAR 24" O.C. EDGE BOTH SIDES p; �-_ p
POLY —URETHANE SEALANT — W/POLY—URETHANE SEALANT — D
SELF LEVELING TYPE. SELF LEVELI G TYPE.
0.. VO
D
AREA PAVING
TOOL BOTH
° o DIMENSI❑N VARIES — SEE SP-3 /� /� /� /� /� /� /� BASE MATERIAL SIDES OF
SIDEWALK/ISLAND
• _ AS SPECIFIED JOINT AREA
aREA EXPANSI❑N J❑INT PAVING
° • PAVING AREA PAVING
EQUAL EQUAL NOTE:
#4 BAR 24" LONG L J❑INTS THROUGH CURBING SHALL MAINTAIN DEPTHS FOR EACH J❑INT
® 24" O.C. W/ NOTE: n b p to NOTE: TYPE AS SHOWN ON THIS DETAIL SHEET, ADEQUATE DEPTH SHALL BE
TOOLED EDGE p.o ' MAINTAINED TO ACC❑M❑DATE SEALANT (MIN, 3/4").
to1, C❑NSTRUCTI❑N J❑INTS TO BE USED ON PIPE CHASES 1, SAW CUT JOINTS
AND BETWEEN CONCRETE POURS ONLY, .p •-A ' •AREA PAVINGD BETWEEN 18 AND 30
c HOURS AFTER
CONCRETE POUR,
SAW J❑INT
12 CONTROL JOINT AT BUILDING 13 CONSTRUCTION JOINT 14 TYPICAL AREA CONCRETE JOINTS @CONTINUOUS JOINT AT CURB
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE
1'-8"
3000 PSI
6„ CONCRETE
5" 1 to
DRIVE SURFACE _\
3"
R4" R1/4" AS SPECIFIED * NO. 4 BARS
4 BAR " PAVEMENT
CONT. 0 18 � � ;o AS SPECIFIED
p,
6 "
» 4.� a.
a.
iu a • a
° o °: ° ;O O °
N 6" NO. 4 BARS
0" ° AREA PAVING4 ' AREA PAVING '
3000 PSI ° 1'-6"
CONCRETE 6 of
)E 1/4"
PROFILE VIEW SIDE VIEW RADIUS AT
N❑TEi 2" TOP EDGES
1. SAW J❑INTS 10' ON CENTER AND EXPANSI❑N J❑INTS AT 40' ON
CENTER, WHERE CURB ABUTS SIDEWALKS AND OR CONCRETE
PAVEMENT, J❑INTS SHALL MATCH UNLESS ❑THERWISE SHOWN ON
PLANS,
17 6" CURB @CURB TERMINAL 20 MOUNTABLE CURB
NOT TO SCALE NOT TO SCALE NOT TO SCALE
SELF —LEVELING 2N6" DIA. STL. PIPE AREA LIGHT
JOINT SEALER BOLLARDS 30"
NOTE: GRADE (TYP.)NOTE:"
NO. 3 BARS AT 6CURB
3000 PSI NO. 3 BARS AT 3000 PSI TYPE wG" EXPANSION JOINTS IN CUB & G MMPi
CONCRETE EXISTING
18" O.C.B. W. IN CONCRETE 18" O.C.B.W. IN MA
CONCRETE SHALL BE SPACET A MAXIMUM DIST CEOF
CENTER OF SLAB CENTER OF SLAB „ SIDEWALK 4W APART AND AT ALL � ''` � •�• AND
MAX,
2% SLOPE4" 4 '" 5 0 P.Ws. T'4 E "B" , "A' CTION tfti - &
7r r 5—0r26 GUTTER SHALL BE SPACED AT A MAXIMUM
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PROJECT NO. 3729
PRELnGNARY. NOT
FOR REGULATORY
APPROVAL, PBRAUT
OR CONSTRUCTION
ISSUED FOR
REGULATORY
APPROVAL AND
PERIGT ONLY
ISSUED FOR
CONSTRUCTION
0
REVISIONS
02/16/2015
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PROJECT
3729
NO.
PRELIMINARY. NOT
FOR REGULATORY
APPROVAL, PERYPl'
OR CONSTRUCTION
ISSUED FOR
REGULATORY
APPROVAL AND
PERMIT ONLY
❑ISSUED FOR
CONSTRUCTION
0 REVISIONS
02/16/2015
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CITY 3TAMMG
SHEET NO.
u 7
0
0
4650—Q
J
A I \ B
FL EL 293.50
------------------------
--
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THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE
SHOWN BASED ON INFORMATION FROM SURVEY. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
ALL EXISTING UTILITIES BEFORE COMMENCING WORK.
EXIST GRATE
INLET
El
STORM MANHOLE
RIM EL = 302.10
24" FL EL = 295.00 (N)
24" FL EL = 295.00 (W)
30" FL EL = 294.50 (S)
BY SEPARATE
DPO irrT(umi)
I I I
,,,,
1 YP
33 rt,.
35 38
I
_ ._---- o
-RUE - 0313 0313 D313
16
N 57'43'51" E 275 03'
PL 31.91'
_A..
,. wv
EXIST STM INLET
INV 302.28
EXIST 18" STM SWR
EXIST STM SWR
MANHOLE
ROCK PRAIRIE ROAD
F I G
KEY SCHEDULE:
O 2" DOMESTIC WATER SERVICE TAP (PER CITY STANDARD)
0 1" WATER SERVICE FOR LANDSCAPE
O 2" DOMESTIC WATER METER (PER CITY STANDARD)
O 1" LANDSCAPE WATER METER (PER CITY STANDARD)
O 2" SCH 40 PVC WATER LINE
O 1" SCH 40 PVC WATER LINE (IRRIGATION)
O 1" LANDSCAPE BACKFLOW PREVENTER (REF SHT L-2)
O 2" DOMESTIC BACKFLOW PREVETER (PER CITY STANDARD)
O 8" ADS PIPE
10 750 GALLON GREASE INTERCEPTOR (REF PLUMBING)
11 CLEAN OUT
12 TELEPHONE NOT SHOWN (BY PHONE CO.)
13 SAMPLE WELL
14 6" SDR 26 PVC PIPE ® 0.50% MIN SLOPE
15 4" SDR 26 PVC PIPE 0 1.00% MIN SLOPE
16 CONNECT TO SAN SWR MANHOLE; REF DTL C7.0
17 ELECTRICAL PAD MOUNT TRANSFORMER; CONTRACTOR TO PROVIDE PAD
AND CONDUITS FROM PULL BOX PER CITY STANDARD. TRANSFORMER WILL
BE SET BY CITY. GC TO COORDINATE FINAL LOCATION WITH WELDON
DAVIS.
18 PARK EQUIPMENT MANHOLE
19 12" ADS PIPE
20 15" ADS PIPE
21 18" ADS PIPE
22 6" ADS PIPE
23 24"X24" AREA INLET W/ DUCTILE IRON GRATE
n 2'X2' ADS CURB INLET W/ STANDARD GRATE
�J 24" ADS NYLOPLAST DRAIN BASIN
26 30" ADS NYLOPLAST DRAIN BASIN
27 24" ADS PIPE
28 STORM SEWER LINE; BY WRI
STORM INLET BY WRI, G.C. TO
29 COORDINATE DRIVE WITH INSTALL OF STORM LINE
30 FIRE HYDRANTS; BY WRI
31 WATERLINE; BY WRI
32 WATER VALVE; BY WRI
33 SAN SWR MANHOLE; BY WRI
34 SAN SWR LINE; BY WRI
ELECT. SWITCHGEAR; INSTALLED BY WRI PER CITY OF COLLEGE STATION
35 STANDARDS.
36 RELOCATED GAS LINE; BY WRI
37 STORM MANHOLE; BY WRI
38 EXIST UNDERGROUND ELECT.
39 ELECTRICAL PULL BOX; BY WRI PER CITY OF COLLEGE STATION STANDARDS
40 ELECTRICAL TRANSFORMER AND PAD; CONDUITS FROM PULL BOX AND
TRANSFORMER PAD TO BE PROVIDED BY GC PER CITY STANDARDS. FINAL
LOCATION TO BE CONFIRMED WITH WELDON DAVIS.
WATER USAGE LEGEND
THE FACILITY WILL BE EQUIPPED WITH TYPICAL PLUMBING FIXTURES CONSISTING OF TOILETS,
URINALS, LAVATORIES, HAND SINKS AND A 3-COMPARTMENT SINK.
WATER DEMAND (2012 INTERNATIONAL PLUMBING CODE
(4) WATER CLOSETS 0 10 SUPPLY FIXTURE UNITS EACH = 40 SFU'S
(3) URINALS 0 5 SUPPLY FIXTURE UNITS EACH = 15 SFU'S
(4) LAVATORIES 0 2 SFU'S EACH = 8 SFU'S
(2) HAND SINK 0 2 SFU'S EACH = 4 SFU'S
(1) 3-COMPARTMENT SINK = 3 SFU'S
(1) MOP BASIN = 2.25 SFU'S
TOTAL = 72.25 SFU'S
72.25 SFU'S = 60 GPM DEMAND
ESTIMATED DAILY CONSUMPTION
1800 CUSTOMERS PER DAY
30% USING TOILET FACILITIES = 540 0 3 GALLONS/PERSON = 1,620 GALLONS
3-COMPARTMENT SINK USE = 4 TIMES/DAY 0 95 GALLONS EA. = 380 GALLONS
TOTAL ESTIMATED DAILY WATER CONSUMPTION = 2,000 GALLONS PER DAY
REVIEWED FOR'
COMPLIANCE SITE DRAINAGE & UTILITY PLAN
30' 60'
120'
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PROJECT
NO.
3729
PPJUDMA". NOT
FOR REGULATORY
APPROVAL, PERI[IT
OR CONSTRUCTION
ISSUED FOR
REGULATORY
APPROVAL AND
PERIETT ONLY
ISSUED FOR
CONSTRUCTION
REVISIONS
02/16/2015
1
03/=/8015
PLAN CLARWI=ON
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SHEET N0.
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so
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ROCK PRAIRIE ROAD
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3
TANK SLAB NOTE
1. CONTROL JOINTS 15' O.C: MAX SPACING BOTH DIRECTIONS
NO EXPANSION JOINTS TO CROSS TANK SLAB.
9
CANOPY SLAB NOTE
1. CONTROL JOINTS 15' O.C: MAX SPACING BOTH DIRECTIONS
NO EXPANSION JOINTS TO CROSS CANOPY SLAB.
PIPE TRENCH NOTE
1. PROVIDE A KEYWAY JOINT ALONG PIPE TRENCH; REF FS10.0 FOR DTL
i
i
LEGEND:
ISOLATION/CONTROL JOINT
-
----------- — - - — -- EXPANSION JOINT, RE: DTL 14/C7.1
— — SAW JOINT; RE: DTL 14/C7.1
GENERAL INFO
1. AFTER PLACEMENT OF PAVEMENT, CONTRACTOR SHALL GRADE AWAY FROM INVERT
ELEVATION OF CURB AT 6:1 SLOPE. SPECIAL CARE SHALL BE TAKEN NOT TO
BLOCK DRAINAGE FROM CURB CUT.
2. CONTROL JOINTS SHALL BE SPACED AT 15' ON CENTER.
3. EXPANSION JOINTS SHALL BE SPACED AS SHOWN ON THE PLAN WITH DISTANCES
NOT TO EXCEED 60'
4. WHERE EXPANSION JOINTS INTERSECT RADIUS CURVES, EDGE OF PAVEMENT, OR
OTHER EXPANSION JOINTS AT ANGLES LESS THAN 90', CONTRACTOR SHALL
OFFSET FROM INTERSECTION 5' AND ADJUST JOINT TO INTERSECT AT 90% SEE
PLAN FOR EXAMPLE.
5. SEE HORIZONTAL CONTROL SHEET FOR LAYOUT DIMENSIONS.
6. PAVEMENT GRADES SHOWN ON PLANS ARE FOR FINISH ELEVATION OF PAVEMENT.
TOP OF CURB ELEVATIONS ARE 6" HIGHER THAN GRADES SHOWN.
7. SITE GRADING SHALL BE COMPLETE PRIOR TO INSTALLATION OF ANY CONCRETED
PAVING. CONTRACTOR SHALL NOTIFY OWNER OF GRADING COMPLETION TWO DAYS
PRIOR TO SCHEDULING ANY CONCRETE POURS.
8. HANDICAP PARKING SPACES AND ADJACENT WALKWAYS SHALL NOT EXCEED 2% IN
ANY DIRECTION.
SITE PAVING PLAN
SCALE: 1" = 20'-0"
20' 0' 20' 40'
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PROJECT
NO.
3720
PREIMMARY. NOT
FOR REGULATORY
APPROVAL, PERMIT
OR CONSTRUCTION
ISSUED FOR
REGULATORY
APPROVAL AND
PERMIT ONLY
ISSUED FOR
CONSTRUCTION
0 REVISIONS
02/16/2015
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SHEET NO.
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4650—Q
1
2
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5
F I G
LEGEND:
T.B.M.
TEMPORARY BENCH MARK
F.F.
FINISHED FLOOR
FM-E-G-1
MATCH EXISTING ELEVATION
310
EXISTING CONTOUR TO REMAIN
- - - - - - - - 310- - - - - - - -
EXISTING CONTOUR TO CUT/FILLED
310
PROPOSED CONTOUR
TBM
TEMPORARY BENCH MARK
310.00
EXISTING GRADE
310.00
PROPOSED GRADE
TC
TOP OF CURB
TG
TOP OF GROUND
F.A.
FIELD ADJUST
NOTES:
1. CONTRACTOR TO VERIFY ALL GRADES PRIOR TO FORMWORK OR PLACEMENT
OF REINFORCEMENT AND CONCRETE.
2. NO TREES SHALL BE REMOVED AND/OR VEGETATION DISTURBED EXCEPT AS
NECESSARY FOR GRADING PURPOSES AND ONLY AS APPROVED BY AE.
3. TOPSOIL SHALL BE STRIPPED FROM ALL CUT AND FILL AREAS, STOCKPILED
AND REDISTRIBUTED OVER GRADED AREAS TO A MINIMUM DEPTH OF 6
INCHES.
4. ALL NEW STRUCTURES AND EXISTING STRUCTURES SHALL HAVE SEDIMENT
REMOVED BEFORE FINAL ACCEPTANCE.
5. NEW SPOT ELEVATIONS REPRESENT FINISHED GRADE, TOP OF FINISHED
PAVEMENT AND TOP OF CONCRETE.
6. CONTOUR LINES AND SPOT ELEVATIONS ARE THE RESULT OF A DETAILED
GRADING DESIGN AND REFLECT A PLANNED INTENT WITH REGARD TO
DRAINAGE. SHOULD THE CONTRACTOR HAVE ANY QUESTIONS OF THIS INTENT
OR ANY PROBLEMS WITH CONTINUITY OF GRADES, THE ENGINEER SHOULD BE
CONTACTED PRIOR TO BEGINNING WORK.
7. ALL CURBS SHALL BE BACK FILLED WITH TOP SOIL, SEEDED AND MULCHED
UNLESS NOTED OTHERWISE.
SITE GRADING PLAN
SCALE: 1" = 30'-0"
30' 0' 30' 60'
REVIEWED FOR
COMPLI CE
JUL � ? Z015
COLLEGE STATION
ENGINEERING
120'
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PROJECT
NO.
3729
MINARY. NOT
❑PPXL
FOR REGULATORY
APPROVAL. PERMIT
OR CONSTRUCTION
ISSUED FOR
REGULATORY
APPROVAL AND
PERMIT ONLY
ISSUED FOR
CONSTRUCTION
REVISIONS
0
02/16/2015
1
03/=/2015
PLAN CLARIFICATION
2
04/13/2015
SITE PLAN CHANGES
3
05/26/2015
SITE PLAN CHANGES
4
00/08/2015
crrr Colemmm
5
07/09/2015
crff COMMENTS
6
07/17/2015
Crff STAMPING
SHEET NO.
t
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4650—Q
I1
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E I F
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1
2
3
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1. SET POSTS AT REQUIRED SPACING AND
DEPTH. EXCAVATE A 6" x 6' TRENCH
UPSLOPE ALONG THE LINE OF POSTS.
2" x 2" WOODEN POST
-,-----OR EQUIVALENT.
Mqk
EXTENSION OF FABRIC
INTO TRENCH.
FILTER FABRIC
FLOW _ COMPACTED
SOIL
z
MIN.
2. ATTACH FILTER FABRIC TO POSTS AND INSTALL
IT INTO THE TRENCH. BACKFILL THE TRENCH AND
COMPACT THE EXCAVATED SOIL.
F7 - -
ALTERNATE V-TRENCH
POST EXTENSION OF FABRIC POST
INTO TRENCH.
FILTER FABRIC
FLOW
a
COMPACTED SOIL
GENERAL NOTES:
1. SET POSTS AT 4-FEET MAXIMUM SPACING. IF FACTORY PREASSEMBLED FENCE WITH
SUPPORT NETTING IS USED, SPACING OF POST MAY BE INCREASED TO 8 FEET MAXIMUM.
2. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER, OVERLAP 6 INCHES AT
THE POST, FOLD TOGETHER, AND ATTACH TO THE POSTS.
3. REMOVE SEDIMENT DEPOSITS WHEN SILT DEPTH REACHES ONE-THIRD OF THE HEIGHT OF
THE FENCE.
FILTER FABRIC FENCE
X_ FF — X
SYMBOL
WOOD OR METAL POST
EXTENSION OF FILTER FABRIC
INTO TRENCH.
WIRE
FILTER FABRIC
POST
FLOW
A
REINFORCED
FILTER FABRIC
BARRIER
VARIABLE DISTANCE
36 INCHES MINIMUM
WOOD OR
METAL BEAM
MIN
SECTION A —A PLAN
SEE REINFORCED FILTER FABRIC BARRIER DETAIL
FOR REINFORCED FILTER FABRIC BARRIER REQUIREMENTS
L VARIES
1/3 L
COMPACTED SOIL �1
STAKE WATTLE
OR WEIGH DOWN
WITH SANDBAGS
WOOD OR INLET
FLOC 4"ouo iI IIIiI IIIiI II 4„ INLET METAL POST
LJ==
SECTION A —A
WATTLE STAKED
WITH 2 STAKES PER
BALE OR WEIGHTED
WITH SANDBAGS
PLAN
NOTE:
TYPICALLY STRAW BALES ARE NOT RECOMMENDED FOR INLET PROTECTION BARRIERS.
INLET PROTECTION BARRIERS
FOR STAGE I I N LETS
IPB
SYMBOL
t'-o"
WOOD OR
METAL BEAM
EXISTING GROUND
PLACE
AGANSTBAGS CURB SNUG
BAGGED GRAVEL PLACED
SNUGLY AROUND INLET
EXISTING CONCRETE CURB
AND PAVEMENT may•
• ° ' • • EXISTING INLET
SEE CONSTRUCTION HANDBOOK
SECTION 4.3.4 FOR GRAVEL
BAG DESIGN AND MAINTENANCE
REQUIREMENTS
GENERAL NOTES:
1. BAGS OR WATTLES CAN BE USED FOR THIS APPLICATION.
2. PROVIDE WOVEN OR UNWOVEN GEOTEXTILE FILTER FABRIC FOR BAGS.
3. PROVIDE GRAVEL MIX FOR FILL MATERIAL FOR BAGS. USE ONLY PARTICLES CONSISTING
OF CLEAN, HARD, DURABLE MATERIALS FREE FROM ADHERENT COATINGS, SALT, ALKALI,
DIRT, CLAY, LOAM, SHALE, SOFT OR FLAKY MATERIALS, OR ORGANIC AND INJURIOUS
MATTER.
4. REMOVE SEDIMENT DEPOSIT WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-THIRD THE
HEIGHT OF THE BARRIER.
50'-0"
MIN.
INLET PROTECTION
BARRIERS FOR
STAGE 11 I N LETS
IPB
SYMBOL
PUBLIC
RIGHT-OF-WAY
8" MIN.
PERMEABLE, SEPARATION GEOTEXTILE GRADED TO PREVENT
FABRIC FOR FULL WIDTH AND LENGHT OF EXIT RUN-OFF FROM LEAVING SITE
PROFILE
PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT-OF-WAY
EXISTING
GROUND
-WAY
COARSE AGGREGATE - 3" TO -�
5" GRANULAR FILL (BROKEN PLAN VIEW
CONCRETE IS NOT PERMITTED)
GENERAL NOTES:
1. MINIMUM LENGTH IS AS SHOWN ON CONSTRUCTION DRAWINGS OR 50 FEET, WHICHEVER IS MORE.
2. CONSTRUCT AND MAINTAIN CONSTRUCTION EXIT WITH CONSTANT WIDTH ACROSS ITS LENGTH, INCLUDING
ALL POINTS OF INGRESS OR EGRESS.
3. UNLESS SHOWN ON THE CONSTRUCTION DRAWINGS, STABILIZATION FOR OTHER AREAS WILL HAVE THE
SAME AGGREGATE THICKNESS AND WIDTH REQUIREMENTS AS THE STABILIZED CONSTRUCTION EXIT.
4. WHEN SHOWN ON THE CONSTRUCTION DRAWINGS, WIDEN OR LENGTHEN STABILIZED AREA TO
ACCOMMODATE A TRUCK WASHING AREA. PROVIDE OUTLET SEDIMENT TRAP FOR THE TRUCK WASHING
AREA.
5. PROVIDE PERIODIC TOP DRESSING WITH ADDITIONAL COARSE AGGREGATE TO MAINTAIN THE REQUIRED
DEPTH OR WHEN SURFACE BECOMES PACKED WITH MUD.
6. PERIODICALLY TURN AGGREGATE TO EXPOSE A CLEAN DRIVING SURFACE.
7. ALTERNATIVE METHODS OF CONSTRUCTION INCLUDE
-CEMENT STABILIZED SOIL: COMPACTED CEMENT STABILIZED SOIL, LIMESTONE AGGREGATE, OR OTHER
FILL MATERIAL IN AN APPLICATION OF THICKNESS OF 8 INCHES.
-WOOD MATS: OAK OR OTHER HARDWOOD TIMBERS PLACED EDGE TO EDGE AND ACROSS SUPPORT
WOODEN BEAMS WHICH ARE PLACED ON TOP OF EXISTING SOIL IN AN APPLICATION THICKNESS OF 6
INCHES.
-STEEL MATS: PERFORATED MATS PLACED ACROSS PERPENDICULAR SUPPORT MEMBERS.
STABILIZED CONSTRUCTION ACCESS
(Di
SYMBOL
REVIEWED FOR
COMPLIANCE
i JUL E'L 2015 X/
COLLEGE STATION
ENGINEERING
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PRELDMARY. NOT
FOR REGULATORY
APPROVAL, PERMIT
OR CONSTRUCTION
LSSUED FOR
REGULATORY
APPROVAL AND
PERMIT ONLY
FOR
❑ISSUED
CONSTRUCTION
REVISIONS
02/16/2015
1
03/23/2015
PLAN CLumckTION
2
04/132015
SS1lii''SS ftW CHANGES
3
05/m/2015
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PROJECT
NO.
3729
PRIMMARY. NOT
FOR REGULATORY
APPROVAL. FIBUM
OR CONSTRUCTION
FISSUED FOR
REGULATORY
APPROVAL AND
PERMIT ONLY
ISSUED FOR
CONSTRUCTION
0 REVISIONS
02/16/2015
1 %1N= a0ia
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4650-Q
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20'-0" 21'-0" 15'-7" 49'-3' 63'-6" 38
LOT E 3.7 7 Z
Go
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co
M LIGHT DUTY CONC `4 eo
' CORNERSTOREo loo
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n
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DRIVEWAY rn i
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a 13'-8' 54'-0" 8' 8' 8' 54'-0'
6 SPACES 0 9'-0" 6 SPACES 0 9'-0"
N LIGHT DUTY CONC C14 0°
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26'-0" 26'-0' 26'-0"
o
0
KUUK NKAME KUAD
F
GENERAL INFO
1. DIMENSIONS ARE TO THE FACE OF THE CURB, EDGE OF CONCRETE, OR
TO THE FACE OF BUILDING, UNLESS OTHERWISE NOTED.
2. BUILDING DIMENSIONS FOR REFERENCE ONLY
3. ALL AREA LIGHT FOUNDATIONS MUST BE PLACED MINIMUM 1'-0" FROM
BACK OF CURB.
SYMBOLS LEGEND
L
----------
EXIST PROPERTY LINE
EXIST CONC CURB
EXIST SANITARY MH
SIM
EXIST STORM MH
®
EXIST GRATE INLET
EXIST FIRE HYDRANT
—�
EXIST SIGN
cd
EXIST CLEANOUT
®
EXIST WATER VALVE
•
EXIST POWER POLE
EXIST LIGHT POLE
EXIST TELEPHONE PEDESTAL
„❑
(:
EXIST CABLE EQUIPMENT
GUY WIRE
EXIST TREE
— — — — — —
EASEMENT LINE
PROPERTY LINE
PROPOSED CONCRETE CURB
ss
O
PROPOSED SANITARY MH
PROPOSED STORM MH
PROPOSED FIRE HYDRANT
T
PROPOSED SIGN
cd
PROPOSED CLEANOUT
'a
PROPOSED WATER VALVE
0
PROPOSED POWER POLE
PROPOSED LIGHT POLE
HEAVY DUTY CONCRETE; REF C7.0 FOR DTLS
LIGHT DUTY CONCRETE; REF C7.0 FOR DTLS
REVIEWED FOR
COMPLlAfUC
JUL Y'L 1015
COLLAGE STATION
ENGINEERING
REVIEWED FOR
COMPLIANCE
JUL 22 2015 �p
COLLEGE STATION
DEVELOPMENT SERVICES
PLAT FILED: P
DIMENSIONAL SITE PLAN
SCALE : 1" = 30'-0"
30' 0' 30' 60'
120'
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PROJECT NO. 3729
PREIDIINARY. NOT
FOR REGULATORY
APPROVAL, PERAIRT
OR CONSTRUCTION
FL13SUED FOR
REGULATORY
APPROVAL AND
PER1tIT ONLY
❑ISSUED FOR
CONSTRUCTION
0
REVISIONS
02/16/2015
1
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I
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--------- ----� `
4 �
GENERAL INFO \ r 40
4
1. THE EXISTING SITE LAYOUT AS SHOWN ON THESE DRAWINGS HAS BEEN
DEVELOPED FROM EXISTING DRAWINGS WHICH MAY NOT REFLECT
ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL VERIFY THESE
DRAWINGS WITH ACTUAL SITE CONDITIONS AND NOTIFY THE ARCHITECT '
\ OF ANY INCONSISTENCIES BETWEEN THESE DRAWINGS AND ACTUAL
CONDITIONS PRIOR TO BEGINNING CONSTRUCTION.
2. THE CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES AND OBTAIN
ALL PERMITS PRIOR TO BEGINNING WORK. I <-
I
\ �\� 3. PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING PAVEMENT AND
ANY NEW PAVEMENT FIELD ADJUSTMENT OF FINAL GRADES MAY BE ' r'
\ NECESSARY. INSTALL ALL NECESSARY UTILITIES PRIOR TO
INSTALLATION OF NEW PAVEMENT.
4. ALL NEW CONCRETE WALKS AND PADS SHALL HAVE A BROOM FINISH. � 37
ALL CONCRETE SHALL BE A MINIMUM 3000 PSI UNLESS OTHERWISE I
NOTED. 43
\ 5. ALL DAMAGE TO EXISTING PAVEMENT TO REMAIN WHICH RESULTS FROM ' I
2NEW CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIALS AT i I
CONTRACTOR'S EXPENSE. EXCESS MATERIAL SHALL BE DISPOSED OF
OFF THE OWNER'S PROPERTY AT NO ADDITIONAL COST.
6. PARKING STRIPES SHALL BE 4 INCH YELLOW PAVEMENT PAINT UNLESS i I�
� NOTED OTHERWISE �
7. THIS SITE IS CONSIDERED A BUILDING PLOT FOR THE PURPOSES OF
LANDSCAPING, SIGNAGE AND NON-RESIDENTIAL STANDARDS W/ THE
REMAINDER OF ROCK PRAIRIE MARKETPLACE BLOCK 1, LOT 1. ' I
w�� \ 8. ALL SIGNAGE IS FOR ILLUSTRATION PURPOSES ONLY AND IS TO BE
PERMITTED SEPARATELY. i E
9. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE
\ SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM I I
ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OFIj-
\ THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. y 45
g SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING I I
ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE.
10. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF
SECTION 12-7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT I
q \
SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO I I I
\ FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL
BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF
�\ LIGHT DOES NOT CROSS ANY PROPERTY LINE.
3 I II
� ? I
U\
\`\ I 49 EXIST Saul tWR I
MANHOLE
= I I¥
0 33 33
_ I
LOT LINE - 363.75' -- -- -- -- -- -- 75' BLDG LINE -- -- -- _
I I.
19 I
4 r
10
12 3
19 7 @
> \ �
4650 TYPE
3ORNER STORE II��C
18
18 i vN
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BUILDING HEIGHT O
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't
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30 �N I I ( w
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m \ Icao- 32 I I i
a�cv 49 16 I L Q
12 18 12
19 I 37 CD
12N \
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47
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5
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21 a - _ -'e IVp I 7 I
I I
L--------- --------------------- -------- I 'I
V-WORDMARK V-LOGO 11 14
5'''�_-- i \ 50 FUEL PUMP LINE 11 m -
�- EXIST SAN
_' W� _- I 1
## ` r_-...,..._.m.....__.-..�..��..--..---------------------�.
..... ,. m ., m m m m dy
MANHOLE >.w_ a` `�`\� 0' CANOPY LINE 12 9� 19 4 i i\ t 3 DIES ` ejc/suL/i i\ 3oK uNIEADEO O \ i /J j 4
2
- I \ 19 L_--------------- -J I
-------------------------
25 BLDG LINE
>
_,.. .
38 10' P.U.E. 9 7�-� I I
• --
- VOL. 9506, PG. 20�.C.�._.- -_------------
3�13
x Y;.
r---- ----- ----� N 57*051" E 275.03' 43
PL = 31.91'
RIVE BY 46
D
_ - ,.... 6 34 2CC I $,
'i
WRI
JS I . .0 .. f �P
DRIVE BY i
-.." 41 WRI 40 4
4 DECELERATION LANE
EXIST STM SWR `���,,.,m.. ,�-�� - - - - - - - - - - - - - - - -
MANHOLE �..:, 39 ROCK PRAIRIE ROAD I I SITE PLAN
_ IRE DESIGN
Constr. T
��_«v. � .._ �_ � � �,..� v_ _,tiu,. e
I 81d. Size SF
EXIST STM SWR ; No. Stories
MANHOLE
Sprinkled N
e,
r�
gM
s o� o (i- ns
RegUiredli
- -- -- ---- -- --==p- -- -- -- -- -- -- -- --�
E F
s
s
' s
KEY SCHEDULE:
1O DISPENSER; FURNISHED BY CST AND INSTALLED BY G.C.
2O 30,000 GALLON 10'-0" DIA., SINGLE COMPARTMENT, XERXES DOUBLE WALL
FIBERGLASS UNDERGROUND STORAGE TANK FOR REGULAR UNLEADED; REF.
FS DWGS.
O 8,000/12,000 GALLON 10'-0" DIA. DOUBLE COMPARTMENT, XERXES DOUBLE
` WALL FIBERGLASS UNDERGROUND STORAGE TANK FOR SUPER
UNLEADED/DIESEL; REF. FS DWGS.
E
4O OBSERVATION WELL; REF DTL. FS4.0.
5O CANOPY COLUMN.
O 19'-0" x 179'-6" CANOPY; REF. CANOPY PLANS
O VENT RISER; REF. DTL 12/FS6.0.
8O SAN SWR MANHOLE; BY WRI
9O REINFORCED CONCRETE PAVEMENT, REF DTLS ON C1.1 FOR ADDITIONAL
PAVING INFORMATION
10 6" DIA. BOLLARDS; REF. DTL. 26/C7.1
11 6" DIA. "U" BOLLARDS; REF. ARCH A1.2
12 CONCRETE CURB; REF. DTL. 27/C7.1
13 HANDICAP RAMP; BY WRI
14 TANK SLAB; REF. DTL. FS4.0
15 HANDICAP PAVEMENT STRIPING PER ADA; REF. DTL. 32/C7.2
16 ADA VAN ACCESSIBLE PARKING SIGN PER ADA; REF. DTL 34/C7.2
17 ADA CAR ACCESSIBLE PARKING SIGN PER ADA; REF. DTL. 34/C7.2
18 4" WIDE YELLOW PAVEMENT STRIPING.
19 AREA LIGHTS; REF. DTL. 17/FS10.0 FOR FOOTING
20 DUMPSTER ENCLOSURE; REF. ARCH A1.1
21 AIR & WATER UNIT, REF. DTL 23/C7.1
22 SAN SWR LINE; BY WRI
23 CONCRETE SIDEWALK; BY WRI
24 DRIVEWAY DECEL LANE; REF. 5/C7.0 FOR PAVING DTL
25 BIKE RACK (TYP. OF 2); REF. 37/C7.2
26 TAPERED CONCRETE CURB; REF. DTL. 18/C7.1
27 LANDSCAPE AREA
28 EXTERIOR CUSTOMER SEATING PROVIDED BY CST AND INSTALLED BY G.C.
29 NOT USED
30 ADA RAMP/ISLAND AREAS; REF. DTL. 38/C7.2
31 MULTI-TENENT SIGN; BY WRI
32 ADA FLARED RAMP; REF. DTL. 39/C7.2
33 ELECTRICAL SERVICE TRANSFORMER; REF C4.0
�4 EXPANSION JOINT AT PROPERTY LINE BETWEEN SEPARATE PROJECTS
35 5' THICK x 6' WIDE CONCRETE SIDEWALK; BY WRI
36 TEMP CST MONUMENT SIGN; BY WRI
37 FIRE HYDRANT; BY WRI
Q ELECTRICAL SERVICE (UNDERGROUND); REF C4.0
39 CONTRACTOR TO PROVIDE SEPARATE LINE ITEM
IN BID TO INSTALL DRIVEWAY
40 STORM SEWER LINE; BY WRI
41 EXIST STORM INLET
42 STORM INLET; BY WRI, G.C. TO COORDINATE
DRIVE WITH INSTALL OF STORM LINE
43 WATER VALVE BY WRI
44 GAS LINE RELOCATED; BY WRI
45 WATER LINE; BY WRI
46 EXIST UNDERGROUND ELECT.
47 EXIST 12" SANITARY SEWER LINE
48 EXIST TELEPHONE LINE
FIRELANE; PER CITY STANDARD REF CO.0
ELEVATION
CERTIFICATE
n REQUIRED
+19
+29
3
❑ +49
IONOT REQUIRED
G
LEGEND
WRI
SYMBOLS LEGEND
WEINGARTEN REALTY INVESTMENTS
----------
EXIST PROPERTY LINE
EXIST CONC CURB
OO
EXIST SANITARY MH
STM
EXIST STORM MH
®
EXIST GRATE INLET
r•�.
EXIST FIRE HYDRANT
EXIST SIGN
cd
EXIST CLEANOUT
®
EXIST WATER VALVE
•
EXIST POWER POLE
EXIST LIGHT POLE
TO
EXIST TELEPHONE PEDESTAL
„p
EXIST CABLE EQUIPMENT
c__
GUY WIRE
EXIST TREE
- - - - - -
EASEMENT LINE
PROPERTY LINE
PROPOSED CONCRETE CURB
Ss
0•
PROPOSED SANITARY MH
siv
U
PROPOSED STORM MH
PROPOSED FIRE HYDRANT
T
PROPOSED SIGN
cd
PROPOSED CLEANOUT
'°
PROPOSED WATER VALVE
0
PROPOSED POWER POLE
PROPOSED LIGHT POLE
REVIEWED FOR -
COMPLIANCE
JUL � 2 2015�
COLLEGE STATION
ENGINEERING
SITE PLAN
SCALE: 1" = 30'-0"
30' 0'
REVIEWED FOR
COMPLIANCE
JUL 2 2 2015 �P'
COLLCGL 6 i ATION
DEVELOPMENT SERVICES
PLAT FILED: 13
30' 60'
W11
o•
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PROJECT NO. 3729
PREL NINARY. NOT
FOR REGULATORY
APPROVAL, PERNTT
OR CONSTRUCTION
ISSUED FOR
REGULATORY
APPROVAL AND
PERNI'T ONLY
ISSUED FOR
CONSTRUCTION
0
REVISIONS
02/16/2015
1
03/=/2015
PLAN CLARUM ION
2
04 1s aola
CEANOW
3
0a SA/So16
PLAN CmNa9
4
oe/oe/aois
CIT�r colot3Ts
5
07 0o aola
o=n
IS
07/17/2015
MY grANP a
SHEET N0.
u __' 0 11
4650-Q
J
1
3
Il
0
FIRELANE MARKINGS CS STANDARD
C
E
i
"43
5 �g
PROPOSED 1.15 ACRES "
DETENTION POND "
STORMWATER DRAINAGE AND
DETENTION POND EASEMENT�r
VOL. 10179, PG. 50, B.C.D.R.
AND VOL. 10225, PG. 69, B.C.D.R. \
/ �► , -
5
p
a
4" 0.3 ACRES PRIVATE ACCESS VOL. 98, PG. 79 D.R.B.C.T. AND
/ A R.O.W. PARKING EASEMENT AGREEMENT -- 0 W EASEMENT VOL 521,
PG. 50, B.C.M.R. PG. 288 D.R.B.C.T. UTILITY EASEMENT I "
VOL. 10179, , j/
& VOL. 5443, PG. 127, B.C.D.R. I
`,If I o
•41'S5„� I I dz
w. r„
r" 20' P.U.E. VOL. 9506, nl
v ;
I PG. 205 B.C.M.R.
I I III
25' FUEL PUMP LINE
4
:1 PROPERTY LI E
15 BLDG. SETBACK I 1 595.25' S48,2'58"W
50 FUEL PUMP LINE' I I 01
110 5�
40' CANOPY LINE $ 8
180 SF 206 SF t 1
ALL FUTURE DEVELOPMENTS MUST COMPLY
I
' Ir WITH AND SUBMIT ON THEIR OWN A SITE# I 8
25 BLDG. LIE t o
DEVELOPMENT PACKAGE TO THE CITY.
r i I 1
I I
oo rn
Iw
cn
9- ® z ° I "' VOL. 98, PG. 78 D.R.B C.T. AND
A R.O.W. EASEMENT VOL. 518,LL
1
cn7.5' BLDG. LINE PG. 227 D.R.B.C.T. 20' UTILITY EASEMENT 1 el.LL
-
fi`
4O
F I G
10' P.U.E. VOL. 9506,
PG. 205, B.C.M.R.
I I I I I10 a I I 1
I a I I o Qy Q� 00pQ I e REVIEWED FOR
`4O 00 :. 1,
r 1 COMPLIANCE
z I
II o I I ,00, $ '° a I # ' �gk JUL 2 2 2015
I II I L 180SF I I 1
w 4
Imo' I II II I COLLEGE STATION
)y
15' P.U.E.
4 49 1 DEVELOPMENT SERVICES
I L J ( VOL. 1221 PG. 393D.R.B.C.T. PLAT FILED:S
°' 10 UTILITY ENT
�-. -I------- - ------ I----- ------------- EAs M II �b
,., - - - - - - - °J PROPERTY LINE I
-N32'11'28"W 206.42'- - --- ��S32'13'53"E 154.66'� - --� -� - - - -4 7.30' N24'40'58"W VO g
_.. ._. .....,.V ....... m ..._ - - _ - - - , PG, D.R.B.C.T.
k . _.»..... _ :.m. _... 20 P.U.E. VOL. 9506, m , . M - - 20 PUB I 205, B.C.M VOL. 952, PG. 132
nun ;
7 µ ... - EASEM - - - - UT1TY EASEMENT
»��r.._.. P � - ENT 25'
Pueuc
t
y
1
w - _
,. ,...w.
REVIEWED FOR'
COMPLIAN��� ,
JUL � f'L 2015 �
COLLAGE STATION
ENGINEERING
KEY SCHEDULE:
1O PROPOSED DRIVEWAY TO CITY STREET
O PROPOSED DRIVEWAY TO TXDOT
3O 5" THICK x 6' WIDE CONCRETE SIDEWALK
4O 20' FIRE ACCESS LANE; REF SHT DETAIL CITY REQUIREMENTS
5O FRONT END LOAD DUMPSTER WITHIN ENCLOSURE TO MATCH BUILDING EXTERIOR
6� CST MONUMENT SIGN
OWRI MULTI TENANT SIGN
OPARKING LANDSCAPE ISLANDS
O CST BUILDING (4650 SF)
10 CST FUEL CANOPY 179'-6" X 19'-0" (3420 SF)
PARKING CALCULATION:
CONVENIENT STORE(1/250SF) 4,683 SF
4,683/250 = 18.7 --> 19 REQUIRED SPACES
30 - 9'X20' SPACES PROVIDED
(2 ADA W/ VAN ACCESSIBLE)
FIRE FLOW REQUIREMENT:
4,650 SF/CONSTRUCTION TYPE VB 2HR FLOW AT 1,750 GPM
NUMBER OF HYDRANTS REQUIRED(1,750 GPM OR LESS) 1 REQ WITHIN 500'
2 HYDRANTS PROVIDED WITHIN 500'
NO BUILDING SPRINKLER SYSTEM
LANDSCAPING; REF. L1.0 FOR CST SITE AND LP1, 2 & 3
FOR ROCK PRAIRIE MARKETPLACE
FLOODPLAIN NOTES
1. ACCORDING TO THE FLOOD INSURANCE RATE MAP NO. 48041CO201 D,
PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, DATED:
FEBRUARY 2, 2000, THE SURVEYED PROPERTY SHOWN HEREON DOES NOT
LIE WITHIN ANY SPECIAL FLOOD HAZARD AREA INUNDATED BY THE
100-YEAR FLOOD.
LAND DESCRIPTION
BEING A TRACT OF LAND SITUATED IN THE ROBERT STEVENSON SURVEY, ABSTRACT NO. 54, CITY
OF COLLEGE STATION, BRAZOS COUNTY, TEXAS AND BEING THE TRACTS OF LAND DESCRIBED IN
DEEDS TO ROCK PRAIRIE DEVELOPMENT, LTD. RECORDED IN VOLUME 4121, PAGE 70 AND IN DEED
TO WEINGARTEN/INVESTMENTS, INC. RECORDED UNDER VOLUME 7819, PAGE 266 IN THE DEED
RECORDS OF BRAZOS COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND
BOUNDS AS FOLLOWS:
BEGINNING AT A 1/2" IRON ROD FOUND FOR THE SOUTH CORNER OF THE SOUTHEAST
RIGHT-OF-WAY CUTBACK LINE AT THE INTERSECTION OF STATE HIGHWAY 6 (RIGHT-OF-WAY
VARIES) AND ROCK PRAIRIE ROAD (90' RIGHT-OF-WAY);
THENCE NORTH 12' 47' 34" EAST ALONG SAID SOUTHEAST RIGHT-OF-WAY CUTBACK LINE AT THE
INTERSECTION OF SAID STATE HIGHWAY AND SAID ROCK PRAIRIE ROAD AND ALONG A WESTERLY
LINE OF SAID ROCK PRAIRIE DEVELOPMENT, LTD. TRACT, A DISTANCE OF 21.22' TO A 5/8" IRON
ROD WITH CAP STAMPED "PATE" FOUND FOR THE EASTERLY CORNER OF SAID CUTBACK LINE;
THENCE NORTH 57' 46' 36" EAST, ALONG THE SOUTHEASTERLY RIGHT-OF-WAY LINE OF SAID ROCK
PRAIRIE ROAD AND THE NORTHWESTERLY LINE OF SAID ROCK PRAIRIE DEVELOPMENT, LTD. TRACT, A
DISTANCE OF 259.85' TO A 5/8" IRON ROD WITH CAP STAMPED "PATE" FOUND AT THE BEGINNING
OF A CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 01' 39' 15", A RADIUS OF 955.00', AND
A CHORD BEARING AND DISTANCE OF NORTH 58' 36' 40" EAST, 27.57';
THENCE ALONG SAID CURVE TO THE RIGHT IN A NORTHEASTERLY DIRECTION ALONG THE
SOUTHEASTERLY RIGHT-OF-WAY LINE OF SAID ROCK PRAIRIE ROAD AND THE NORTHWESTERLY LINE
OF SAID ROCK PRAIRIE DEVELOPMENT, LTD. TRACT, AN ARC DISTANCE OF 27.57' TO A 5/8" IRON
ROD WITH A CAP STAMPED "PATE" FOUND FOR THE NORTHERLY CORNER OF SAID ROCK PRAIRIE
DEVELOPMENT, LTD. TRACT IN THE SOUTHWESTERLY LINE OF A TRACT OF LAND DESCRIBED IN DEED
TO ROCK PRAIRIE BAPTIST CHURCH, RECORDED IN VOLUME 337, PAGE 680, VOLUME 8, PAGE 587,
VOLUME 768, PAGE 826, IN THE DEED RECORDS OF BRAZOS COUNTY, TEXAS;
THENCE SOUTH 47' 41' 55" EAST, ALONG THE NORTHEASTERLY LINE OF SAID ROCK PRAIRIE
DEVELOPMENT, LTD. TRACT AND THE SOUTHWESTERLY LINE OF SAID ROCK PRAIRIE BAPTIST CHURCH
TRACT, A DISTANCE OF 868.18' TO A 1 /2" IRON ROD WITH SQUARE TOP FOUND FOR THE
EASTERLY CORNER OF SAID ROCK PRAIRIE DEVELOPMENT, LTD. TRACT AND THE SOUTHERLY CORNER
OF SAID ROCK PRAIRIE BAPTIST CHURCH TRACT ON THE NORTHWESTERLY RIGHT-OF-WAY LINE OF
OLD ROCK PRAIRIE ROAD (RIGHT-OF-WAY VARIES);
THENCE SOUTH 48' 25' 58" WEST ALONG THE NORTHWESTERLY RIGHT-OF-WAY LINE OF SAID OLD
ROCK PRAIRIE ROAD AND THE SOUTHEASTERLY LINE OF SAID ROCK PRAIRIE DEVELOPMENT, LTD.
TRACT AND SAID WEINGARTEN/INVESTMENTS, INC. TRACT, A DISTANCE OF 595.25', TO A TXDOT
MONUMENT FOUND Ai THE INTERSECTION OF THE NORTHWESTERLY RIGHT-OF-WAY LINE OF SAID
OLD ROCK PRAIRIE ROAD AND THE NORTHEASTERLY RIGHT-OF-WAY LINE OF SAID STATE HIGHWAY
6;
THENCE NORTH 34' 12' 36" WEST, ALONG THE NORTHEASTERLY RIGHT-OF-WAY LINE OF SAID
STATE HIGHWAY 6 AND THE SOUTHWESTERLY LINE OF SAID WEINGARTEN/INVESTMENTS, INC. TRACT,
A DISTANCE OF 124.28' TO A TXDOT MONUMENT FOUND FOR CORNER ON THE NORTHEASTERLY
RIGHT-OF-WAY LINE OF SAID STATE HIGHWAY 6;
THENCE NORTH 24' 40' 58" WEST, CONTINUING ALONG THE NORTHEASTERLY RIGHT-OF-WAY LINE
OF SAID STATE HIGHWAY 6 AND ALONG THE SOUTHWESTERLY LINE OF SAID ROCK PRAIRIE
DEVELOPMENT, LTD. TRACT, A DISTANCE OF 437.30' TO A TXDOT MONUMENT FOUND FOR CORNER
ON THE NORTHEASTERLY RIGHT-OF-WAY LINE OF SAID STATE HIGHWAY 6;
THENCE NORTH 32' 11' 28" WEST, CONTINUING ALONG THE NORTHEASTERLY RIGHT-OF-WAY LINE
OF SAID STATE HIGHWAY 6 AND THE SOUTHWESTERLY LINE OF SAID ROCK PRAIRIE DEVELOPMENT,
LTD. TRACT, A DISTANCE OF 361.03' TO THE POINT OF BEGINNING AND CONTAINING 9.0137 ACRES
OF LAND, MORE OR LESS.
BASIS OF BEARINGS: ALL BEARINGS BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM,
CENTRAL ZONE.
OVERALL SITE PLAN
SCALE: 1" = 50'-0"
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506 PG. 205 - I ! s,
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OWN ON PLA :.. • , .. , .. a t i F
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SUBJE MH• . r.. �,• 5 8" I.R. - STAMPED PATE EN OF 18 WATERLINE .30 • 0
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ECORDE o y y �"s' •
OF COLLEGE STA _ •, o � � >x' •�
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0 CITY OF COLLEGE STATION, RECORDED IN VOL. 521, PG. ( : , ::. `� _ _ _
3.10 f SUBJECT TO EASEMENT T :-;.;�. �; Box t �-- __ 15' R.O.W. DEDICATION STM.SWR.VAULT \`' 04. yo - - --..._ �Q y4 0
O �l} `'e " �:... . ,v , I I : yY V - - R.O.W. DEDICA710N C.M.R� - N 306 Q� - `-- ��.� ,�
288, B.C.D.R. (DOES NOT AFFECT) INLET 4 .G.. ...-c i1•..,,:';•;,`•w; ' ". •.•�I� 1". I 15 .R. • r « VOL 9506, PG. 905, B. RI _305.17 \ .`;'I'r:'.: •::• "'....... :.. , ,:-..- .,1-.,,.,,,, 306. 2 / '`� - `. •yQ
Vim '`: `, ' ,." i., .._..I '- " ' :.' - . c9•l'� I I TIP / VOL 9506, PG. 205, B.C.M N 57 43 51 E 275.03 FL-18"(NW�=302.28 \ C1 4, 7 t.. .; ; .: ; ° 306 ;:'CONCRETE : " �-, �_
%.10 SUBJECT TO EASEMENT TO CITY OF COLLEGE STATION, RECORDED IN VOL. 98, I s . EEC• -
(9) ), . A4.• I Iw I, ; ' ,� y o h o, $ i -, .�-_.--;y s o7 3 _
PG. 77, B.C.D.R. (DOES NOT AFFECT) "7D3 tI w' ''•o�' 0 .90 1 �, - o 0
y A y y py. y. y. �i. w \ y l) �� 1-•__-
,(^,,} D9 : I TLP : ,.`• ' r ^Rr I N P _ r• �• & {�• �° ,yp "� y0 ,,0 3' ' ( +,z_� (0 O-A9".,-, •�`�---�
":,
3.1 h SUBJECT TO EASEMENT TO CITY OF COLLEGE STATION, RECORDED IN VOL. 940, b � Co ;.' ;:;':':,;..;':' :;' • N r ' _ _ - - - - - - - - - - - -
�) BER 22 1986 AND IS NOT SHOWN • 2 'I y�' f1_ - - - - - - - -�- - - - �- _ - - _
1RAFFlC G' TR!!FFl v
PG. 68, B.C.D.R. (DOCUMENT DATED DECEM I Box tea,•`.;:_ •=: eoT�t \I _ v
ON THE FINAL PLAT OF ROCK PRAIRIE MARKETPLACE, DATED JULY 24, 2008. ;':.: o� o, t I GAS PAINTSTRIPE 10' PUBLIC U11UTY ESMT. GAS ` ` �,,- `��--'"�-� ptiJ2o' p 3 4•q8 3p38
w I �, . �-
;•�.;; 91�7; w.; w �. 'w w I (AS MARKED VOL 9506, PG. 205, B.C.M.R. -� MARKER py' h\ t` - _ ":' 10179C Ui1L11Y ES'•. 3D3,
SO ENTERPRISES, RECORDED v►. �.. "; o t„ ^ ti "� ^� ti ti yry _A§ _ �, - - - B.cM;
ASEMENT RESERVED IN DEED TO PE '., �:' �, .� / G _ s
B.10(i) SUBJECT TOE I:.', °"•: '` A N . .3 . sTM:SWR:' y y y' py. y. py. py oy. oy. � 5P or,•_ 4 1 _� • t� - - -� A M�eKEO E • ro^ R. y
329 PG. 828, B.C.D.R. DOES NOT AFFECT) '30 ` , ' .., )� m +, T] As �___ec -o, �,r
IN VOL. ( 8 ,.(A FU='30,4.98 cn " py. t ,� �- -T- y,- \ � � / �\ wo � , y�. y • lb -- h° -"'�•-ph 1
EASEMENT TO CITY OF COLLEGE STATION, RECORDED IN :'I'; ' ' f . . Ta$�7: • �' ( I •0•Be \1 _
B.10 SUBJECT TO UTILITY sE�/5/8' i.R. W/CAP w SET 5 8" I.R. W CAP O°i' p �'S 1"� _ a
(j) I : , c307:72 .; ""-':'. FND 1/2' I. .. ' --�. 4 S AMpED 'NANDI±OSE \' lr\ h "� ` -
7 B.C.D.R. DOES NOT AFFECT) J s' SETBACK do LANDSCAPE BUFFER 7 sTAM 'WIND OSE �°� ,��'
VOL. 518. PG. 22 ( ;' N I
' I" I.: I `., ORDINANCE NO. 2011-3339 J �GS�"`�•� LAND SERVFC£S \ `LAND SERVICES `
�. ^ \ 9 1 1 ^ �__.
\ I
;. f ,'.
GE STATION RECORDED IN '� : o G \
O UTILITY EASEMENT
TO CITY OF COLLE o ;; 1n A I
ECT T ,, a ° o �j or- e� �„5ci a°' Q°` 41 4r 1 q�'
3.10(k) SUBJ o. ^ •, i a ti o 0 ,,� ,, y y `' Q yQ �,\ '� \ w �Q
OL. 952. PG. 132, O.R.B.C.T. (DOES NOT AFFECT) °9y _ z I _o e4
0 q q _ a
fA
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1
EASEMENT TO CITY OF COLLEGE STATION, RECORDED IN �oF ,'.I. .';; . •,,,- '\ , ,`'1 ' ''. � I � ---/ -
B.10(Q SUBJECT TO UTILITY ': I ��. \
VOL. 1221. PG. 393, O.R.B.C.T. (DOES NOT AFFECT) I ... •1, '' / `� �I. o�
", 24"•'S,�1t�yli�•� ,`..';'•..:.; :;'•. ` '.;'.:::';. w
L10 m SUBJECT TO UTILITY EASEMENT TO CITY OF COLLEGE STATION, RECORDED IN I _r , o I f ° x I 1 0 -� \•w \ �,`!' I§ o
( ) VOL. 1221. PG. 393, B.C.D.R. (UNABLE TO DEPICT -DOCUMENT ILLEGIBLE) klrr'.p4•.I ' ` _ . ' I of h �'
wIw :7 '•.:' ,;•, I rn ° I h // a1 ap, e a Qom. 'Qa' yQe. �°`' y4 yQ 4Qt`' 4Q "3� 4�'\ o n - �r_.-_ qp.
ORREC11VE STORMWATER DRAINAGE AND DETENTION POND �, rnIrn y -^'• ,+.- ' :.:.- ..:'`Y2: ST111: N1R: o - w "j "� �,' yQ yQ "�Q yQ
8.10(n) SUBJECT TO C \ `'1 y \
0
EASEMENT TO WEINGARTEN/INVESTMENTS, INC., RECORDED IN VOL. 10225, o mo yob' ';, ',t1;a:�03�5� N w no N o /`I 3- ; �/ +�°a
T. DOES NOT LIE WITHIN SUBJECT TRACT) It ;: " I ;r a a
/. ` 4
B.10 o SUBJECT TO RIGHTS OF THIRD PARTIES TO THE USE AND BENEFIT OF THE ACCESS i; �, ,�v� ^ �z „ y Ary 1V *,y a. ti ,,. e< a o ��, a h ti
O AND PARKING EASEMENT RECORDED iN VOL. 5443, PG. 127, O.R.B.C.T. =2 ow,`hN' cQ1 $' wo , 306.88: w1 g j a I x� . cn e, e.• e o q q •y4 y4 _ 1 w
,,, �, w oh rr _ I q m a yQ d� y2 "„ , y, 'Q. yg y h - ;o X - \ 1r - yoy I ";, / a
(AS SHOWN HEREON) v • ... °�o fil w -. � �" ' I 0� "� _. .-- rij !�L _
SEMENT AGREEMENT w w mw • Si 1� '\ ` ` I n r q6•
SUBJECT TO THE CORRECTION ACCESS AND PARKING EA rn '� • � � 1 . ~ �
\1 tA� Iy
8.10(P) o 9 ,op o r. • N• � H � t \ . \ r 9 9 �. � 1, y
27 O.R.B.C.T. AS SHOWN HEREON) � W . o, / = p �`'. e.' l ` a ti y n,. Q
RECORDED IN VOL. 5443, PG. 1 ( o w o w 4 t o 0 1 �
m w N I u I i '� ._ GJ °It = y o o ° .y. •y �+ w o •r
GREEMENT RECORDED IN VOL. 4123, PG. 1, �, o R' q' �, ---._.._� � q � Q � � �\ o ��.. �°�i �� � 9y� �4
B.10(q) SUBJECT TO THE RIGHT OF WAY A �, t2 .;STM 5WR Z a ,,• �e� tea• Q� yp5' 4 �"�' ' y4 �iQ �Q 1 \1��. ° -•,� Q, \ ^� I
O.R.B.C.T. (DOES NOT AFFECT) ^O FL= 30321 ,�,y� w"�°I I I y 4/ "I 1.5893' ACID $ _ - �h
' l \ ' ''` Lr Uh 1
B.10(r) SUBJECT TO MEMORANDUM OF LEASE AGREEMENT RECORDED IN VOL. j, N I I zm
52 o.R.B.c.T. f I 69,232 SQgFT. '.\ \ I, ��� �^
8625 PG. 1 c' 1O c �"' �' 1 Iva \'\' `o W og."��c 0 \ I I w 1 y
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LEGEND I . w , - ,,; ' \ \ i
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• SOME OF THESE ELEMENTS MAY NOT BE USED ON THIS SURVEY -i . \ N �, \ �' I °
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FLOOD INFORMATION I I I I -- - ___ ____
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COMMUNITY t'N' .S PANE.I, SUEEIX
SRAZOS COUNTY 401195 0310 F
COLLEGE STATION. CRY OF 490093 0310 F
®
Notice to User: The map Number shown below should be
used when placing map orders; the Community Number
shown above should be used on Insolence epp9cations for the
subject community.
R MAP NUMBER
yob,
48041CO31OF
y o
QD
* N�� MAP REVISED
APRIL 2, 2014
Federal Emergency Management Agency
--- -
A TRACT OR PARCEL CONTAINING 1.5893 ACRES OR 69,232 SQUARE FEET OF LAND
SITUATED IN THE ROBERT STEVENSON SURVEY, ABSTRACT NO. 54, BRAZOS COUNTY,
TEXAS, BEING A PORTION OF LOT 1, BLOCK 1, FINAL PLAT OF ROCK PRAIRIE
MARKETPLACE, MAP OR PLAT THEREOF RECORDED IN VOL. 9506, PG. 205, BRAZOS
COUNTY MAP RECORDS (B.C.M.R.), BEING MORE PARTICULARLY DESCRIBED BY METES
AND BOUNDS AS FOLLOWS, WITH ALL BEARINGS BASED ON THE TEXAS STATE PLANE
COORDINATE SYSTEM, CENTRAL ZONE (NAD 83):
BEGINNING AT A( 1 /2 INCH IRON ROD FOUND AT TH(E INTERSECTION OF THE EAST
SOUTH R.O.WALINER OF ROCK PR IRIIE ROADI (R 0 W. WIDTH AR EIS), MARKING) THEDWEST
CORNER OF SAID FINAL PLAT OF ROCK PRAIRIE MARKETPLACE AND OF THE HEREIN
DESCRIBED TRACT, FROM WHICH A 5/8 INCH IRON ROD WITH CAP STAMPED "PATE ENG
RPLS 5647" FOUND BEARS FOR EFERENCE NORTH 12 DEGREES 44 MINUTES 36
1.60 FEE
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SECONDS EAST, A DISTANCE
THENCE, ALONG SAID SOUTH R.O.W. LINE OF ROCK PRAIRIE ROAD, NORTH 57 DEGREES
43 MINUTES 51 SECONDS EAST, A DISTANCE OF 275.03 FEET TO A 5/8 INCH IRON ROD
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WITH CAP STAMPED WINDROSE LAND SERVICES SET ON THE EAST L
INCH IRON ROD
OF SAID STATE HIGHWAY 6, THE WEST LINE OF SAID FINAL PLAT OF ROCK PRARIE
MARKETPLACE, MARKING THE SOUTHWEST CORNER OF THE HEREIN DESCRIBED TRACT;
THENCE, ALONG THE SAID EAST R.O.W. LINE OF STATE HIGHWAY 6 AND THE SAID WEST
LINE OF THE FINAL PLAT OF ROCK PRAIRIE MARKETPLACE, NORTH 32 DEGREES 13
MINUTES 53 SECONDS WEST, A DISTANCE OF 206.42 FEET TO THE PLACE OF BEGINNING
NO 52094NIALTA5 PREPARED OBY W NDROSE LANDESERVICES ZINC. SHOWN ON JOB
GENERAL NOTES
1. SURVEYOR DID NOT ABSTRACT SUBJECT PROPERTY. THIS SURVEY WAS PREPARED
WITH INFORMATION CONTAINED IN TITLE COMMITMENT GF NO. NCS-670771-SNANT BY
MAY 08, 2014 NSSUED (DATE OF MAY 27, 2014. WINDROSE PS NO'TERESPONSIBLE NOR
WILL BE HELD LIABLE FOR ANY INCORRECT OR UNDISCLOSED INFORMATION PROVIDED
OR OMITTED IN A CITY PLANNING LETTER, TITLE COMMITMENT OR ABSTRACTING
CERTIFICATE.
2. BEARINGS WERE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, CENTRAL
ZONE (NAD83).
3. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), FLOOD
INSURANCE RATE MAP (FIRM FOR BRAZOS COUNTY, TEXAS, MAP NO. 45041CO31OF
REVISED/DATED APRIL 2, 014, THE SUBJECT TRACT APPEARS TO LIE WITHIN
UNSHADED ZONE "X". THIS DETERMINATION WAS DONE BY GRAPHIC PLOTTING AND IS
APPROXIMATE ONLY, AND HAS NOT BEEN FIELD VERIFIED. THIS FLOOD STATEMENT DOES
NOT IMPLY THAT THE PROPERTY OR STRUCTURES THEREON WILL BE FREE FROM
AND OOD HEIGHTS MAY BEE INCREASED BY MAN -MADE ORSNATURAL CAUSES CTCHIS
FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF WINDROSE LAND
SERVICES, INC.
4. READILY VISIBLE IMPROVEMENTS AND UTILITIES WERE LOCATED WITH THIS SURVEY,
NO SUBSURFACE PROBING, EXCAVATION OR EXPLORATION WAS PERFORMED BY
WINDROSE LAND SERVICES, INC.
5. ENVIRONMENTAL AND DRAINAGE ISSUES ARE BEYOND THE SCOPE OF THIS SURVEY.
6. SURVEYOR HAS CONTACTED DIGTESS FOR LOCATION OF BURIED UTILITY AND FIBER
OPTIC LINES PRIOR TO THIS SURVEY. SURVEYOR CANNOT CERTIFY OR GUARANTY
THE ACCURACY OR COMPLETENESS OF THIS REQUEST. OTHER UNDERGROUND
UTILITY LINES MAY EXIST NOT KNOWN TO THIS COMPANY. IT IS THE CONTRACTORS
RESPONSIBILITY TO CONTACT DIGTESS OR OTHER UTILITY NOTIFICATION SERVICES
FOR LOCATION OF UNDERGROUND UTILITIES, PRIOR TO CONSTRUCTION.
7. AT THE TIME OF SURVEY, THIS AREA WAS UNDER CONSTRUCTION.
8. ELEVATIONS SHOWN TO THE NEAREST TENTH ARE NATURAL GROUND SURFACE
ELEVATIONS AND ELEVATIONS SHOWN TO THE NEAREST HUNDREDTH ARE SOLID SURFACE
ELEVATIONS.
9. SANITARY AND WATER LINES SHOWN HEREON ARE BASED ON UTILITY PLANS ACQUIRED
FROM THE CITY OF COLLEGE STATION AND WERE FIELD VERIFIED WHERE POSSIBLE.
OTHER UTILITY PLANS OR INFORMATION MAY EXIST NOT KNOWN TO THIS COMPANY.
10. SURVEYOR DID NOT PHYSICALLY ENTER MANHOLES. UNDERGROUND PIPE SIZES WERE
DETERMINED BY A "MEASURE DOWN" METHOD FROM TOP OF MANHOLE RIM OR TOP OF
GRATE OR TOP OF CURB AND WERE COMPARED WITH UTILITY PLANS WHERE POSSIBLE.
11. ACCORDINGRACT (TAX D S C LINTY )PS SHA6 SS, RICT, THE ADDRESS OF THE
12. ACCORDING TO CHAPTER 12, "UNIFIED DEVELOPMENT ORDINANCE," SECTION 4.2.
"OFFICIAL ZONING MAP" OF THE CODE OF ORDINANCES OF THE CITY OF COLLEGE
STATION, TEXAS, IS REZONED FROM C-1 GENERAL COMMERCIAL TO PDD
PLANNED DEVELOPMENT DISTRICT PER ORDINANCE NO. 2011-3339.
13. THERE WERE 0 REGULAR STRIPED PARKING SPACES AND 0 HANDICAPPED
STRIPED PARKING SPACES ON THE SUBJECT TRACT AT THE TIME OF SURVEY.
14. THERE WAS NO OBSERVED EVIDENCE OF EARTH MOVING WORK, BUILDING
CONSTRUCTION OR BUILDING ADDITIONS ON THE SUBJECT TRACT AT THE TIME
OF SURVEY.
15. OREREPA RS ON THE S BDJE TIDTRACTOATRTHE 11METOF SURIVEY ALK CONSTRUCTION
16. THERE WAS NO OBSERVED EVIDENCE OF THE SUBJECT TRACT BEING USED AS A
SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL AT THE TIME OF SURVEY.
17. ACCORDING TO THE U.S. FISH AND WILD IFE SERVICE / NATIONAL WETLANDS
INVENTORY MAP (DATE OF 10-27-14) THERE ARE NO WETLAND AREAS
DELINIATED ON THE SUBJECT TRACT.
SURVEYOR'S CERTIFICATION
T0: FIRSTI AMER CANCTITLE INSURANCE COMPANYr COMPANY
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED
WERE MADE IN ACCORDANCE WITH THE 2011 MINIMUM STANDARD DETAIL REQUIREMENTS
FOR ALTA[ACSM LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND
20a S& 2N F T BLESAI THEREOF. THE FIELD WORK WAS COMPLETED ON OCTOBER 1�5182014.
KU KOWSKI
egistered Professional Land Surveyor
exas Registration No. 5101
KURKOWSri
.........•e.ee...e...
6101 �y
'�ss�ypQ ,' 11-10-14
ejuj DATE
Windrose Land Services, Inc.
3200 Wilcrest, Suite 325
Houston, Texas 77042
Phone (713) 458 2281 Fax (713) 461-1151
Y If'� ��� �' ``• Professional Development Consultants
I - 303.62 Land Surveying, Platting, Project Management, GIS Services
UBLISHED ELEVATION
P
LINE TABLE
LINE
BEARING
DISTANCE
L1
S 24.25'24" E
17.32'
L2
N 47041'31" W
15.71'
CURVE TABLE
CURVE
RADIUS
DELTA
ARC
BEARING
CHORD
C1
940.00'
U1.56'11"
31.77'
N 58e45'31" E
31.77'
BENCHMARK
BENCHMARK USED: ALUMINUM CAP IN CONCRETE, FLUSH WITH GROUND. LOCATED 1'
NORTH OF CONCRETE R.O.W. MARKER AT THE NORTH CORNER OF HIGHYWAY 6 FRONTAGE
ROAD AND WOODCREEK DRIVE, 18 FEET NORTHWEST OF THE END OF CURB ON
WOODCREEK DRIVE.
ELEVATION = 303.62 FEET. (NAVD88)
TEMPORARY BENCHMARK "A" ELEVATION = 306.63'
BENCHMARK IS A CUT "BOX" ON FIRST C-TYPE INLET, (APPROX. 300 FEET EAST OF
HIGHWAY 6 FEEDER ROAD ON NORTH SIDE OF ROCK PRAIRIE ROAD.
ELEVATION = 306.63 EET
TEMPORARY BENCHMARK "B" ELEVATION = 294.65'
BENCHMARK IS THE LETTERS FM ON FIRE HYDRANT BETWEEN THE NORTH AND
NORTHEAST FLANGE BOLTS. FIRE HYDRANT IS APPDX. 65 FEET NORTHEAST OF THE
INTERSECTION OF SCOTT & WHITE DRIVE AND HEALING WAY ON NORTHERLY SIDE OF
SCOTT & WHITE DRIVE.
ELEVATION = 294.65 FEET
REVISIONS
DATE
REASON BY
11-17-14
ADD NODES TO ELEVATIONS
DG
01-05-15
ADD INVERTS TO STORM ALONG ROCK PRARIE RD.
DG
03-10-15
REPHRASE SCHEDULE "B" NOTE ON ITEMS
DG
10e-10g, 10i-101 AND 10q
03-18-15
ADDRESS TITLE OBJECTION LETTER
DG
04-20-15
ADD TOPO ALONG WEST SIDE OF S.H. 6
DG
_r Firm Registration No. 10108800
ALTA/ACSM LAND TITLE & TOPOGRAPHIC SURVEY OF
1.5893 ACRES / OR 699232 SQUARE FEET
OF LAND
SITUATED IN THE
ROBERT STEVENSON SURVEY
ABSTRACT NO. 54
BRAZOS COUNTY, TEXAS
FIELDED BY: JC CHECKED BY: MK JOB NO. 52094-ALTA-R4-TOP0
DRAWN BY: DG DATE: 10-15-14 SHEET NO. 1 OF 1
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TAT10— TEXAS
RD@
SITE PLAN SUBMITTAL FOR ; T AI L P ING
JULY 179 2015
CST BRANDS, INC.
1 VALERO WAY, BUILDING D, SUITE 200 SAN ANTONIO, TX 78249
CONSULTANTS
ENGINEER:
MORRIS & ASSOCIATES
12715 TELGE ROAD
CYPRESS, TX 77429
(281) 855-6433
ENGINEER:
BREWER ESCALANTE
13430 NW FREEWAY, SUITE 350
HOUSTON, TX 77040
(713) 688-3530
LANDSCAPE ARCHITECT:
INTEGRATED LANDSCAPE ARCHITECTURE
765 ROLLING OAKS DRIVE
DRIFTWOOD, TX 78169
(713) 973-7851
DEVELOPER:
WEINGARTEN INVESTMENTS, INC.
2600 CITADEL PLAZA, SUITE 300
HOUSTON, TX 77008
(713) 866-6000
OWNER:
CST BRANDS, INC.
1 VALERO WAY, BUILDING D, SUITE 200
SAN ANTONIO, TX 78249
SHEET INDEX
CO.0
COVER SHEET
SURVEY
CIVIL
CO.0
OVERALL SITE PLAN
C 1.0
SITE PLAN
C1.1
-
DIMENSIONAL SITE PLAN
C2.0
EROSION CONTROL PLAN
C2.1
EROSION CONTROL DETAILS
C3.0
SITE GRADING PLAN
C3.1
SITE PAVING AND JOINT PLAN
C4.0
SITE DRAINAGE UTILITY PLAN
C7.0
CIVIL DETAILS
C7.1
CIVIL DETAILS
C7.2
CIVIL DETAILS
C8.0
SITE LIGHTING PHOTOMETRIC PLAN
C9.0
CIVIL SPECIFICATIONS
LANDSCAPE
L1.0
LANDSCAPE PLAN
ZONE
C-1 (OVERRIDDEN BY 2011-3339 TO PDD)
BUILDING INFO
BUILDING SIZE = 4,650 SQFT
OVERALL: NO OTHER BUILDING
SITE INFO
OVERALL SITE = 8.9 ACRES
CST SITE = 1.59 ACRES
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PROJECT NO. 3729
PRELIMINARY. NOT
FOR REGULATORY
APPROVAL, PERMIT
OR CONSTRUCTION
ISSUED FOR
REGULATORY
APPROVAL AND
PERMIT ONLY
ISSUED FOR
CONSTRUCTION
Z�j REVISIONS
02/16/2015
1
impo mo
PLAN CLARIFICATION
2
04/13/2015
SITE PLAN CHANGES
3
05/26/2015
SITE PLAN CHANGES
4
06/08/2015
CITY CoMMENTs
5
07/09/2015
CITY Commmm
6
07/17/2015
CITY STAMPING
SHEET NO.
4650-8