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HomeMy WebLinkAboutDrawingsPROJECT BENCHMARK: College Station Monument #130 located north of the project ® the intersection of Woodcreek and SH6 Feeder road. Local project can use Point #58, a square chiseled in the corner of the junction box approx. 236' East of the intersection of SH6 feeder road and Rock Prairie Road. X= 10200000.24, Y= 3570569.62, Elev= 309.05' -.- Exist. 18" DIP Waterline Exist. Electrical - Pole -TYP Exist. Guide Wire Exist. Sanitary -� Sewer MH Exist. Storm Outfall from Marriott Exist. 20' Wide City of Bryan Electrical Easement Vol. 98, PG. 77 Exist. 25' Wide City of College Station Utility Easement Vol. 940, PG. 68 1-#4 Bars @ 15" O.C. TYPE 3 CURB FOR USE WITH CONCRETE PAVEMENT OR APRON NOT A SEPARATE PAY ITEM NTS #4 Bars ® 15" O.C.E.W. 6" 1, Lime Stabilized Subgrade\<��j��j�� STANDARD CO CRETE PAVEMENT DERAIL NTS N 74026'47' 29.95\ Exist. Traffic Signal Box - Exist. Traffic Signal f ! � Mott's Pond f,. 'C' 1' G 0- r / ,5 / The Plazas at Rock Prairie Rd. LTD. Lot 3, Block 1, Plazas at Rock Prairie Vol. 7560, PG. 225 Current Zoning: C-1 P�P�o�l `90 i i I I i C \ 1< \ �X. , T.979.2130.6963 F.979.260.3564 s+ ROCK PRAIRIE RD / i 511 UNIVERSITY DRIVE EAST \ 204 COLLEGE STATION, TX 7784 PLAN & DESIGN, SPECIALISTS IN CML ENGINEERI G H)WRAULICS HYDROLOGY * UTILITIES STREETS SITE PLANS I LIP www.mitchellandmorqan.com i �E •F � 4/12/10 N.T.S. .........9:... VERONICA B. MORGAN ...... 77 VIIA041VII r IVIMP � GENERAL CONSTRUCTION N TES 1. It shall be the responsibility if the Contractor to verify the exact location of ALL existing underground utilities. Furthermore, the Contrac r shall '.contct all utility company representatives a minimum of 48 hours in advance of any excavation. a. Contact Dig Tess CSD 1-800-344-8377 b. Contact Kimberly Winn 01 ATMOS 774-2506 c. Contact Mike I nder Cil Suddenlink 846-2229 d. Contact Isabel C ntu ® BTU 821-5770 e. Contact Mitchell as @79-4460 se2 cess / f. Contact Union Pc ific Resffpurces ® 778-8525 se erl g. Contact Richard Vallace Verizon 821-4752 / h. Contact Gilbert F 3miroz @ CSU (ELectrical) 764-6255 /\ i. Contact Butch Wi is @ C (Water/Wastewater) 764-3660 y 2. All construction shall be in a 'cordancill with the current City of College Station (C.S.) Standard / Specifications for Street Constructh n, B/CE Unified Technical Specifications, Water and Sewer and Generals, 2009, / and BCS Unified Design Details. All inspecti 'n sFall be performed by the staff of the City Engineer of C.S. All construction shall be coordinated v ith the ity of C.S. City Engineer. f 3. In lieu of using the construe: on gnat (rials indicated in these plans, the Contractor shall obtain written approval from the City Engineer fo any st stit tion prior to Construction. Requests for changes should include product information and an engine rs seal Yhere applicable. The contractor shall be financially responsible for 10 6 0.00 the engineer's time spent reviewinc change and redesigning based on contractors requests. / L-1 04.76 1 =104.76' 4. Trench Safety Requirements iall be I a II ordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P and all federal, state and local regulations. D=05°39 44 5. TRENCHING AND BACKFILLING: All trenichmg and backfilling shall conform to the specifications set out T= 52.42 herein. Testing shall be provided : y a certified laboratory, at the Owner's expense, to verify these standards. Any retesting due to substandard lork shall be at the expense of the Contractor. Structural areas shall include CB=S63025 28 all sidewalks and shall extend 5' teyon t curb lines of all streets, alleys ;,and parking areas. 6. It is the responsibility of the contractor to comply with all State !and. Federal Regulations regarding " C� - 0 - - -construction activities near- energizi ad , ower lines._ Additionally tie c_AntrnctQt_shgjL-coordinate ail- -- prdpYs a work" d` difres witl -the Cit rof C.S. -Electrical Divisiorr-- 7. All materials & labor not ide tified as! a Separate Bid Item shall ,be considered subsidiary to the item in which it is used. All materials and equipment shall be both furnished and installed unless otherwise noted. t 8. The Contractor must provide -on struction taking from the information provide on these plans. 9. All soil exposed by constructimi shall receiv a, cellulose fibermulch seeding. 10. Trenches may be left open overnight ifi properly barricaded. ' 11. Adjustment of Water Meters,.A aloes, tui rho es, Irrigation Systems, and, any other Public or Private Utility, etc. are not separate pay items. a Pricy of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc. 12. The contractor shall coordin3 with Atmos Suddenlink Communications, BTU, CSU, and Verizon to adjust the location of existing facilities: 13. The contractor is responsible ft r traffic con rol. This is not a separate pay item. 14. Temporary spoil areas will be ii entified i on site by owner. Clean dirt may be stockpiled and remain onsite if properly compacted in lifts and t ed for densi#y by geotech. These permanent fill areas will be identified onsite / by owner. 15. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not to be visible from any public right -of way or':, residential district within 150' of the subject lot, measured from a point five feet above grade. Su(h screening Shall be coordinated with the building architecture and scale to maintain a unified appearance. II 16. Fire suppression lines shall h a lockable lid on the isolation valve. The lockable lid shall, at a minimum supply protection as the AMPro LIS LL562 iWA locking lid. Alternate lockable lid shall be approved by College Station Utilities Director or his/hee iI�r designe) 17. Exterior Building and site lig hti g will meet he standards of Section 7.10` of the Unified Development Ordinance. The light source shat of projellct b' low an opaque housing and no fixture shall directly project light horizontally. Fixtures will be mon d in such a manner that the projected cone, of light does not cross any property line. 18. Contractor shall provide parki lot striping 'n accordance with the layout shown on this plans. r-1 feet 19. All storm sewer being const c d with this site plan is private. 20. No 11A is required because t e is not add ional building being constructed with this project therefore no additional traffic gereration is ex ted. w -� SITE PLAN NOTES: 1. Name of Project: Plaza At Rock 11rairie -P in Improvements REVIEWED O 2. Legal Description: Lot 2, Block 1 Plazas at Ro'k Prairie;�'' 3. Owner. The Plazas at Rock P a 'e Rd. t�D cokAPI-1,48. ¢., i Attn: Dana Garnett I All curbs and curb en1117 Eldridge PKWYds designated as Houston, Texas 7707 APR 2 2 Z010 firelanes on plans shall be painted red (281) 531-5300 with 4" (four inch) white lettering stating 4. Engineer. Mitchell & Morgan, LL CLCli`ii li.) E I` 511 University Drive t, Suite 204 -�,.v "FIRE LANE -NO PARKING -TOW AWAY ZONE" College Station, Texas 7840 DEVELOPMENT SERVICES Wording may not be spaced for than 9• ( ()' 979 260-6963 PLAT FILED. fifteen 15 feet apart. In addition to the 5. Zonis C-1 General Commercial _ ........._ __ ( ) P 6. Existing Use: Undeveloped -Vacant Proposed Use: Commercial curbs being striped, a fire lane sign 12" wide 7. Setbacks: Per City of College Sta on Ordin®nces and 18" in height (as seen hereon) shall be 8. Overall Site Area: 0.448 acres mounted at each entrance.* This site does not lies within the 100 year floodplain boundary per FEMA's Flood Insurance Rate Map panel 4804C 0201D C. Effective date: February 9, 2000. i I * 8" (eight inch) high red stripe and 4" (four inch) white lettering may be PARKING LEGEND i striped on the surface of the pavement 79 Existing Parking Spaces a behind parking stalls in lieu of signage. 37 Additional Parking Spaces - r II 18" x 12" *FIRE L See Ordinance for additional Information FIRE LANE SIGN _ =116 Total Parking Spaces mTOW AWAY ZONE �� TRIPING EiLEY'�,oH _... . EF'I .1 ATE REVIIE M D FOR s COAD ,� CE 0 REQUIRED ❑ +1i APR 42 2010 o +2 ❑;44 NOT RF' UIRED 112 FMITCHELL MORiGAN T.979.2130.6963 F.979.260.3564 TX. FIRM # F-1443 511 UNIVERSITY DRIVE EAST SUITE 204 COLLEGE STATION, TX 7784 PLAN & DESIGN, SPECIALISTS IN CML ENGINEERI G H)WRAULICS HYDROLOGY * UTILITIES STREETS SITE PLANS SUBDIVISIONS www.mitchellandmorqan.com Firm - 14431 �E •F � 4/12/10 *..:........ .........9:... VERONICA B. MORGAN ...... 77 89 M G m o „� N .a m Of C Y C1 C 0 0 LL � O V CZ W V O w / N� co -Grass Hydromulchin Work Requirements: General Notes: 1. Grass Works: 1. Perform all work in accordance with all applicable laws, Vodes, and work and a. 'Seed which has become wet, moldy, and otherwise damaged i n transit regulations required by authorities having jurisdiction or in storage will not be acceptable. provide all inspections and permits required by Federal, State, and local b. All grass seed shall be fresh, re -cleaned grass seed of the latest crop, authorities in supply, transportation, and installation of materials. mixed in the following proportions by weight and meeting the fication of all underground accepted standards of pure live seed content, purity, and germination. 2. The contractor shall be responsible for the vera c. Grass seed shall have the following minimum ratio: utility lines (telephone, gas, water, electrical, cable, TV, etc.) and all overhead utility easements prior to start of any planting works. Summer Mix: Cynodon Dactylon (Hulled - Common Bermuda Grass) 3. All plant materials shall possess the following minimum qualities: 85% pure live seed at 75 Lbs. pure live seed per acre..-. Winger Mix: a. Plants shall be nursery grown in accordance with good horticultural Cynodon Dactylon (Unhulled - Common Bermuda Grass) practices under climatic conditions similar to those of the project for 85% pure live seed at 75 Lbs. pure live seed per acre. at least twelve months. Annual Rye Grass or equal: b. All plants shall be heavy, symmetrical, tightly knit, so trained or 85% pure live seed at 175 Lbs. pure live seed per acre. - favored for development and appearance as to be superior in form, number of branches, compactness, and symmetry. 2. Slurry Mix Component per acre shall be wood cellulose fiber mulch = 2,000 c. Plants shall be sound, healthy and vigorous, well branched, and Lbs. + Grass Seed as specified + fertilizer (13-13-13) 800 pounds. densely foliated when in leaf. They shall be free of disease, insects, pests, eggs, or Iarvae. 3. Hydromulch seeding on prepared finished grades: _ d. All plants shall be true of species and variety and shall conform to measurements (caliper size, trunk heights, spread) as specified on the a. Install and spread out a minimum one inch layer of topsoil over all drawings. areas to be h dromulched. y I specified, shall have grown in the e. Container grown stock, when b. Bed preparation: Immediately after the finished grade has been container in which delivered for at least six months, but not over two years. Samples must approved, begin hydroseeding operation to reduce excessive weed prove no root bound conditions exist. -- growth and erosion. E Caliper measurements shall be taken -at a point on the trunk six inches. (6") above natural ground tine for trees up to four inches (4") in c. Apply seed, fertilizer, and mulch by spraying them on the previously prepared seedbeds in the form of an aqueous mixture, and by using - caliper. the methods and equipment described herein. g. All trees shall be staked by a minimum of two metal "T" stakes for i ! - single trunk trees and three stakes for all multi -trunk trees. d. Particular care shall be exercised by the contractor to ensure that the smb application is made uniformly, and at the prescribed rate, and to j guard against missed and overlapped areas. 4. Planting mix shall be thoroughly mixed in the following proportions: e. Where slope of areas to be grassed exceed a 3:1 H:V, an erosion ol fabric shall be installed prior to hydromulching proce �r a. Prepared soil as backfill for shade and ornamental trees shall be: 5 con . ss. part clay loam topsoil + 2 part compost + 1 part sharp sand + 4 Lbs. 4. Maintenance: Commercial fertilizer per CY. Or 10 Lbs. Organic fertilizer. b. Prepared soil as backfill for shrubs and groundcovers and seasonal a. Maintenance shall consist of weeding, fertilizing, insect control, colors shall be:1 part enriched mulch + 1 part compost bark mulch + watering, replanting, mowing, maintaining of existing grades, and 1 part enriched topsoil + 1 part No.1 Bank Sand + 3 Lbs. Time - released fertilizer, 14-14-14 per CY. Or 8 Lbs. Organic fertilizer. b. Guarantee growth and coverage of hydromulch planting shall be a 5. Excavation work and Surface drainage works shall conform to the following minimum of ninety five percent (95%) of the area planted will be requirements: covered with specified planting after sixty days with no bare spots __ visible. _ A. Test drainage of plant beds and plant pits by filling with water twice . �Watering: Coordinate with the Owner to properly operate irrigation in succession. Conditions permitting the retention of water for more system to assure a regular, deep watering program. than 24 hours shall be brought to the attention of the Owner. b Work shall include the final responsibility for proper surface drainage 5. Inspection and Final Acceptance: of planted areas. Any obstructions on the site, or prior work done by - - -= --- - another part, which precludes establishing proper drainage shall be Final-Fina'.lawn establishment shall mean that hydroseed. brought to attention of the Owner in writing: _ areas are ninety five percent (95%) uniform cover -age of grass in. c.'' Excavate each tree hole 18" deep plus the depth of the tree container excess of one inch height. No bare spots will be acceptable:,._ size (15 gal., or 30 gal., or 65 gal., or 100 gal.). _ -- d. Excavate entire shrub bed to a depth of 8 plus the depth of the shrub,::. ,. container size (5 gal.), unless noted as being pit planted on landscape legend. e. Excavate entire groundcover bed to a depth of 6" plus the depth of the groundcover container size (4" pot or 1 gal.). 6. Additional work requirements on landscape areas: a. Prior to installation of any planting works (trees, shrubs, grouridcover,.and grass works); apply "round up" in all planting areas to eradicate all weed growths on site. b. Edge all planting bed areas with Ryerson Steel edging to clearly define the edge of the planting bed from the start of the grass areas. Edging shall be Ryerson Estate Curb, 1/8" x 4" with new stakes free of rust. c. Spread a minimum two inch layer of pine bark mulch over all shrub and groundcover bed areas. 7. Landscape maintenance work by the landscape contractor after final acceptance shall include the following: a. The landscape contractor shall coordinate the watering program for all the landscape work with the Owner. b. Maintenance of new plantings shall consist of watering, cultivating, weeding, mulching, restaking, tightening and repair of guys, resetting ' plants for proper grades or upright position, and furnishing and application of pesticides/herbicides, sprays and invigorants as are necessary to keep plantings free of insects and disease and in a thriving condition. �I 8. Warranty Periods, Plant Guarantees, and Replacements: a. Planting supplied shall be warranted to remain alive and healthy for period of twelve months (12) after the date of Final Acceptance by { . Owner. Plants in an impaired, dead, or dying condition after initial s _ acceptance or within 12 months shall be removed and replaced immediately to the satisfaction of the Owner. i i 2to�© 2:no