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HomeMy WebLinkAboutDrawingsPROJECT BENCHMARK: PK north property corner X= 356 S5 | ' \ | \ . \ \ \ | \| | \| LOT 1 PLAZA PLAZA -'-F-- A --N | P-' UNIVERSITY - S LP ETA-- \ | PROPERTIES LTD ZONING: AC \ ' | ZONING: GC | ` GENERAL COMMERCIAL GENERAL COMMERCIAL Do r 15. SS EASEMENT | | VOL.3588 PQ. 47 | ' EXISTING /VOL. 384 LIMITS OF CURB FIRE LANE-----^� | [ PC. 867 '\^~'- '`'~~^ � |EXISTING o SS N /v -r vv EXISTING CURB TO BE ' REMOVED - CONTRACTOR � EXISTING0,4/ | | TO PROVIDE NEAT SAWCUT LIGHT POLE -EXISTING � 1 IN 'k4'41 'RRE,L4NE \ / \ / R3.�� "[�4 4 1 | \ E \ 178.66 _8-SS___� '�------ � M 7r- �� \\ || SURFACE MOUNT BIKE RACK r\ .BIKE RACK DETAIL LOT 3 VV0F PEN - �'306_ F LAZA PEM UNIVERSITY S LP E7AL�~ PK Nail in Asphalt ZONING: GC ~`~N 10209870.3709 ,GENERAL COMMERCIAL E_ _3560195.2907 EXISTING �-------' FIRE LANE EXISTING ASPHALT PAVEMENT STANDARD JUNCTION BOX FOR 18" RCP PIPE PROP. EXISTING CURB TO BE -TRENCH REMOVED - CONTRACTOR DRAIN TO PROVIDE NEAT SANCUT FR'5' . J11 --- -------- H.C. RAMP ` PROPOSED 1.5" 0 DOMESTIC WATER METER PROPOSED 1.5" IRRIGATION METER EXISTING DRIVEWAY EXISTING & APRON TO BE FIRE EXISTING 4' SIDEWALK EXISTING HYDRANT DRIVEWAY & (SEE --CONCRETE LIGHT POLE REMOVED PROP.`47, PVC APRON TO -SIDEWALK DETAIL --- K BE REMOVED""'ON BCS STANDARD WATERLINE 4' SIDEWALK (SEE CONCRETE SIDEWALK DETAILS)t SIDEWALK DETAIL ON BCS STANDARD SIDEWALK ,-....LIMITS OF CURB REPAIR � HOEnAN DRIVE [ASU ( 74" R .O,W) CURB REPAIR ~--n--4 .1 11 R21' SD EXISTING STORM DRAIN MANHOLE ~~~�~ uu 1B ' 14 10k 2 211 7 Ar IR T97 '\X 20 WOLF PEN 12 119 3 PLAZA 1N1 R 10 40 1P 1 39 2 7 SITE 9 38 6R 7 32 4A 7 23 2H 22 48 ICINITY MAP EX. 18" RCP STORM DRAIN SITE PLAN NOTES: _AS PER STORM DRAINAGE PLAN FOR -WOLF PEN PLAZA 1. Name of Project: Bahama Buck s Original Shaved Ice Company 2. Legal Description: Wolf Pen Pla2o, Lot 2 Block 1 (SHEETS C-7 4. Owner: Joe Roman APPROVED FOR CONSTRUCTION 4301 Parnell Drive ON NOVEMBER 22, 2000) College Station, TX IL7845 (979) 690-9442 5. Engineer: Mitchell & Morgan, P. 511 University Drive JLast, Suite 204 College Station, Texas 77840 (979) 260-6963 7. Existing Use: Undeveloped -Vacant 8. Setbacks: Per City of "a ege Si,",iion Ordinances 9. Site Area: 0.535 acres EXISTING CURB TO 11. Sanitary Demands: 1221 GPD BE REMOVED AND 12. Because the dumpster screens are located within utility easements, the property owner will RECONSTRUCTED be responsible for the replacement of the screens if it becomes necessary to remove them for utility construction and/or maintenance. 13. No TIA is required per UDO. No portion of this site lies within e 100 -year floodplain boundary per FEMA's Flood Insurance Rate Map panel 48041c0305e EffeAve Date: May 16, 2012 VOL. 315 PG. 618 EXISTING DRIVEWAY GENERAL CONSTRUCTION NOTES: & APRON TO BE 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. REMOVED Furthermore, the Contractor s! all contact all utility company represent tives a minimum of 48 hours in advance of any a. Contact Dig Tess @ 1-800-344-8377 b . Contact Mike Lavender @ Suddenlink 84 -2229 C. Contact Ric' ard Wallace @ Verizon 821--4752 d. Contact Gilbert Ramirez @ CSU (ELectrical) 764-6 255 e. Contact Butch Willis @ CSU (Water/Wastewater) 764-�3660 TIE TO f. Contact Josh Norton @ ATMOS 774-2506 EXISTING CURB 2. All construction shall be in accordance with the current City of College Station (C.S.) Standard Specifications for Street Construction, B/CS Unified Technical Specifications, Water and Sewer and Generals, 2012, and BCS Unified Design Details. All Cf) -- ----- inspection shall be performed by the staff of the City Engineer of C.S. All construction shall be coordinated with the City of C.S. City Engineer. 00 3. In lieu of using the construction materials indicated in these pla s, the Contractor shall obtain written approval from the R5 o City Engineer for any substitution prior to Construction. Requests for c'anges should include product information and an engineers seal where applicabl,3. The contractor shall be financially re I ponsible for the engineer's time spent reviewing changes and redesigning based on contractors requests. 4. Trench Safety Requirements shall be in accordance with O.S.H.A. 3tandard 29 CFR Part 1926 Subpart P and all federal, EXISTING Q0 FIRE LANE state and local regulations. 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein. Testing shall be provided by a certified laboratory, at the Owner's expense, to verif) these standards, Any retesting due to substandard A 17T-1 work shall be at the expense of the Contractor. Structural areas shal include all sidewalks and shall extend 5' beyond the curb lines of all streets, alleys and parking areas. 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activitie near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the 0 of C.S. Electrical Division. 7. All materials & labor not identified as a Separate Bid Item shall �be considered subsidiary to the item in which it is US2 All materials and equipment shall be both furnished and installed unless otherwise noted. 8. The Contractor must provide construction staking from the inform ation provide on these plans. -uction shall receive cellulose fibermulch seeding. 9. All soil exposed by consti 10. Trenches may be left open overnight if properly barricaded! 7.50 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, �and any other Public or Private Utility, etc. are not SIDE separate pay items. The Price of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc. SETBACK 12. The contractor shall coordinate with Suddenlink Communications, SU, and Verizon to adjust the location of existing L _441 EXISTING ASPHALT facilities. PAVEMENT 13. The contractor is responsible for traffic control. This is not a separate pay item. 14. Temporary spoil areas will be identified on site by owner. 15. All roof and ground-mourited mechanical equipment shall be screei?ed 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. Such screening shall be coordinated with the building architecture and Iscale to maintain a unified appearance. 16. Exterior Building and site lighting will meet the standards of Section 7.10 of the Unified Development Ordinance. The light LOT 3 source shall not project below an opaque housing and no fixture shall directly project light horizontally. Fixtures will be WOLF PEN mounted in such a manner that the projected cone of light does not -ross any property line. 17. Contractor shall provide parking lot striping in accordance with the layout shown on this plans. PLAZA 18. All storm sewer and sanitary sewer being constructed with this sit plan is private. . ..... .... .. 19. All dimensions are to the' back of curb unless otherwise noted. PEM UNIVERSITY S LP ETAL ZONING: GC GENERAL COMMERCIAL - anni ��������� .~ u�u�v�u�v��� / --' ---°�--- WATER UNE PARKING REQUIREMENTS SANITARY SEWER UNE Restaurant (w/drive-through)= 1 spooe/100 S.F. STORM DRAIN UNE 2.036 a.f Building = 21 parks FIRE HYDRANT Parking provided = 19 parks* / EXISTING EXISTING FIRE LANE SANITARY SEWER CLEANOUT STOP 3|GN�� WANH0LE R20' Per Handicap Parking: Per Tob|o 2 Section 4.1.2 of TAS --------� PROPERTY UNE for 1-25 needs 1 Space(s) ------- -'-� --'---�1� --' ` ' - -----_.._._~ ---------- PUBLIC UTILITY EASEMENT UNE �'---' `°-^� -------'SEIBACK UNE 18 Total f 1 H.C. Spouoo Provided /Y EXISTING .......... | |�DRIVEWAY [71DC I AMC (Includes 1 Van Accessible) FXISTING 8 -WL' ' --_---o-m'-----'' � ---_--o-m------- PAVEMENT COLORED wh (e -t, CRETE complia it. SIDEWALK 1 FOR NICE JAN 14 2013 DEVELOPMENT SERVICES COLLEGE S1 ATION PLAT FILED: - 11 MITCHELL HE L MORGAN T.979.260.6' 63 F.979.260.3 64 511 UNIVERSITY DRIIE EAST SUITE 204 COLLEGE STATION, TX, 77840 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING * HYDRAULICS HYDROLOGY * UTILITIES i: STREETS Firm __144,5 04/12 R OF t. VERONICA J.B. MOR 77689 Lv- DECEMBER 2012 Designed by: VJBM Drawn By: RAA Checked By: Jlvl,�jBM Q, Q IoD rZai rig. Project Site 1008 WOODCREEK DF COLLEGE STATION, TX 979.764.3008 CANOPY TREE REQUIREMENT UJ 2,612 Total Points x 50% = 1,306 Canopy Tree Points Required nn Proposed -LandscapirIg NEW CANOPY TREES (container) U Z (3.5" Cal.) 4 (@1, 300 Points,(2.5" Cal.) 1 @ 150 Pts. = 1,350 Points SHRUBS 1,262 PointsQ n — TOTAL PRO; OSED LANDSCAPING - 2 612 Points 5. it o f Wri77 ymvrf tz-1 I u' 0. v - J K� , . ­ 11, .. 4i Bald' -CyRress -1 IL easements, adjac nt land uses, existing develo pmen t and e roadways. 4" decorative rock (not loose), or perennial grass -A' 15. Irrigation System will require approval through a buildin 9 p rm it in order to W1 cz parking lot setback, rights-of-way, and adjacent property C, (D be disturbed during construction. > L . ..... ........ constructed. co All BackRow devices must be iistalled REVI FOR 0 Drive Kn6,0kQUfR0S'e 16. Non -canopy -rees are to be measured 12" from grade on single cane. D 4- City Ordinace 2394. JAN 1 2 3 !Jh�$ if X 7) U) COLU:Vt 6 iiON DEVELOPMENT ERVICES PLAT FILED: �- LU 4, Project Site 1008 WOODCREEK DF COLLEGE STATION, TX 979.764.3008 CANOPY TREE REQUIREMENT UJ 2,612 Total Points x 50% = 1,306 Canopy Tree Points Required nn Proposed -LandscapirIg NEW CANOPY TREES (container) U Z (3.5" Cal.) 4 (@1, 300 Points,(2.5" Cal.) 1 @ 150 Pts. = 1,350 Points SHRUBS 1,262 PointsQ n — TOTAL PRO; OSED LANDSCAPING - 2 612 Points 5. it o f Wri77 ymvrf tz-1 I M .LANDSCAPE PLAN - Al ky 0 8 16 24 feet M—rLr7--= SCALE: 1 8' PLANT SCHEDULE CANOPY TREE POINTS QTY COMMON NAME BOTANICAL NAME CONT CAL o: _ 1200 4 Live Oak / Quercus virginiana Container 3.5" Caliper Minimum at 12" )o 0 0 o 00 0 C, 0 150 1 Drake Lacebark Elm / UIrrius parvifolia Drake 0000000O&P POINTS QTY COMMON NAME / BOTANICAL NAME NA J fk�'. 6 Bald Cypress / Taxodium distichum Container 2.5" Caliper Minimum at 12" CONT CAL Container 2.5" Caliper at 12" u' 0. v - J K� , . ­ 11, .. 4i Bald' -CyRress -1 IL easements, adjac nt land uses, existing develo pmen t and e roadways. 4" decorative rock (not loose), or perennial grass is required 15. Irrigation System will require approval through a buildin 9 p rm it in order to W1 cz parking lot setback, rights-of-way, and adjacent property C, (D be disturbed during construction. > L . ..... ........ constructed. co All BackRow devices must be iistalled REVI FOR 0 Drive Kn6,0kQUfR0S'e 16. Non -canopy -rees are to be measured 12" from grade on single cane. 4- City Ordinace 2394. JAN 1 2 3 !Jh�$ if X 7) U) COLU:Vt 6 iiON DEVELOPMENT ERVICES PLAT FILED: U LU M .LANDSCAPE PLAN - Al ky 0 8 16 24 feet M—rLr7--= SCALE: 1 8' PLANT SCHEDULE CANOPY TREE POINTS QTY COMMON NAME BOTANICAL NAME CONT CAL o: _ 1200 4 Live Oak / Quercus virginiana Container 3.5" Caliper Minimum at 12" )o 0 0 o 00 0 C, 0 150 1 Drake Lacebark Elm / UIrrius parvifolia Drake 0000000O&P POINTS QTY COMMON NAME / BOTANICAL NAME NA J fk�'. 6 Bald Cypress / Taxodium distichum Container 2.5" Caliper Minimum at 12" CONT CAL Container 2.5" Caliper at 12" SHRUBS POINTS DTY COMMON NAME / BOTANICAL NAME + 210 21 Dwarf Yaupon / Ilex vomitoria 'Na r a' 220 22 Ligustrum / Ligustrum japonicum 110 11 Wax Myrtle / Myrica cerifera • `3C 690 -69 Dwarf Oleander/ Nerium oleander `Dwarf • 20 2 Elaeagnus / Elaeagnus ebbingei 12 12 Knockout Rose / Rosa x'Knockou * TM GROUND COVERS POINTS QTY COMMON NAME / BOTANICAL NAME NA 29 Pink Muhly Muhlenbergia capilla -is NA 17 New Gold Lantana / Lantana x'N ew Gold' NA 5,413 sf Bermuda Grass / Cynodon dactylo i CONT 5 gal 5 gal 5 gal. 5 gal 5 gal 2 gal CONT 1 gal@ 30" oc I gal@ 20" oc Hydromulch Note: Verify all dimensions before construction. Date: 11/04/12 Initial: 09/29/12 Rev1: 11/04/12 Rev2: 11/26/12 Rev3: 12/04/12 Sheet Numb -,r oS1 ., Sheet 1 of 3 0 100% coverage of groundcover, decorative paving, 4" decorative rock (not loose), or perennial grass is required in parking 1c;'t- islands Swples and drainage aifeas,-the W1 cz parking lot setback, rights-of-way, and adjacent property C, (D disturbed during construction. > L 0 M All BackRow devices must be iistalled REVI FOR 0 and tested upon installation as per Cf% 15 CE City Ordinace 2394. JAN 1 2 3 COLU:Vt 6 iiON DEVELOPMENT ERVICES PLAT FILED: SHRUBS POINTS DTY COMMON NAME / BOTANICAL NAME + 210 21 Dwarf Yaupon / Ilex vomitoria 'Na r a' 220 22 Ligustrum / Ligustrum japonicum 110 11 Wax Myrtle / Myrica cerifera • `3C 690 -69 Dwarf Oleander/ Nerium oleander `Dwarf • 20 2 Elaeagnus / Elaeagnus ebbingei 12 12 Knockout Rose / Rosa x'Knockou * TM GROUND COVERS POINTS QTY COMMON NAME / BOTANICAL NAME NA 29 Pink Muhly Muhlenbergia capilla -is NA 17 New Gold Lantana / Lantana x'N ew Gold' NA 5,413 sf Bermuda Grass / Cynodon dactylo i CONT 5 gal 5 gal 5 gal. 5 gal 5 gal 2 gal CONT 1 gal@ 30" oc I gal@ 20" oc Hydromulch Note: Verify all dimensions before construction. Date: 11/04/12 Initial: 09/29/12 Rev1: 11/04/12 Rev2: 11/26/12 Rev3: 12/04/12 Sheet Numb -,r oS1 ., Sheet 1 of 3 PLANT LIST SYMBOL QUAN SIZE COMMON NAME TREES OR TREE FORM Y 13 30 GAL BALD CYPRESS 14 15 GAL CRAPE MYRTLE 'RED ROCKET' 4 B/B PALM - MEXICAN FAN (FAT, TALL) (I -A ° 5 B/B PALM -WINDMILL (SKINNY, HAIRY) 'Mr Wit` 1 15 GAL PALM - MEDITERANEAN FAN (FAT, SHORT) -_ 2 . B/B PALM - SAGO SHRUBS 0 12 1 GAL ASPARAGUS FERN 3 5 GAL AFRICAN IRIS 22 5 GAL DWF YAUPON HOLLY t 2 1GAL ESPERANZA 26 5 GAL HARDY PINK OLEANDER 32 5 GAL HARDY RED OLEANDER 4 5 GAL KNOCKOUT ROSE 14 5 GAL SUNNY KNOCKOUT ROSE %O !.- 17 5 GAL PRIMROSE JASMINE 11 1 GAL TROPICAL HIBISCUS (ORANGE) 12 5 GAL LIGUSTRUM O 29 1 GAL NEW GOLD LANTANA 10 1 GAL ORIENT GRASS 28 5 GAL RED FLOWERING YUCCA 9 1 GAL UPRIGHT ROSEMARY 4 1 GAL TRAILING ROSEMARY 5 5 GAL WAX MYRTLE 10 7 1 GAL WOODY STEMODIA TURF O4315 SF SOD BERMUDA (ACTUAL) (10 PALLETS) U m , w n U Orient Grass — — (In) Primrose Jasmine (17) 36' Mulch Ring, typ. Drive t OF 0 o a, ROBERT °°B.°°RUTH '0 4 ° 1434° ©©0 9 ° RFlISTEREO 40 o 11/26112 r. ROBERT RUTH, AS LANDSCAPE ARCHITE( bob@ruthasla.com b Al 0° ! 16 24 feet SCALE: 1" = 8' c CopyB t Note: Verify all dimensions before construction. Date: 11/04/12 Initial: 09/29/12 Rev1: 11/04/12 Rev2: 11/26/12 Rev 3: 6/20/13-RBR Sheet Number LS1 Sheet 1 of 3