HomeMy WebLinkAboutDrawingsPROJECT BENCHMARK: "0" in Open on the top flange of the fire hydrant located I _
on the southwest side of Kyle Avenue South approximately SITE PLAN NOTES:
54' Access Easement
225' northwest of its intersection with HarveyRoad. Elevation: 288.30
1. Name of Project: Culpepper Shopping Center in College Station Vol. 2855, Pg. 149, B.C.D.R.
2. Legal Description: Lots 5, 6, and 13 Block B Culpepper Plaza Addition
'-' 3. Owner. New Plan Excel Realty Trust I -I- -
3901 Bellaire Blvd.
Houston, Texas 77025
(p) 713.660.4355 (f) 713.369.7056
4. Engineer. Mitchell & Morgan, LLP.
511 University Drive East, Suite 204OqTper F\`
ZONED C- I
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College Station, Texas 77840
(p) 9ROD Ov6963
erlay 5. Zoning: C-1 w/ RDD Ovedoy
6. Existing Use: Retail Shopping Center Proposed Use: Retail Shopping Center
7. Site Area: 21.34 acres
S. Parking Provided in Phase Zero = None
Packing Provided in Future Phases = 1081 Spaces
Parking Rel = 1 per 250 SF x 214,483. SF = 858 Spaces
9. Water Demand: Max - 52 .gpm ® I :[)AICD
Min - 0 gpm _ l V L li
Avg = 13 gpm �- Scale' PHASE ZERO New Pio Excel rX 7
Sewer Load: Max = 2500 gpdpm 1 inch Feet
ZONED C- 10. Provide 1-1/2' Water Meter
(, I AREA OF IMPROVEMENTS I II
W ndhom Management, In..BONED C-1
'I Kensington Place . L.C. ( W V/C/NITY MAP
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5' Public Utility & � IN rs)
20' Access Easement . , 10 Public Drainage Eaement \� T,I
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k Vol. 1068. Pg. 370;..B.C.D:R. ( ................._... Fa
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GENERAL CONSTRUCTION NOTES.
I materials & labor not identified as a Separate Bid Item shall be
7. All p \
1. It shall be the responsibility of the Contractor to verify the exact ® I I( ""' '
considered subsidiaryto the Item m which d re used. All materials and - -• - - ...... ..._ .. .
I
location of ALL existing underground utilities. Furthermore, the ® Z _ I -- - . -- -- -
equipment shall be both furnished and installed unless otherwise noted. O a I w I a
Contractor shall contact all utility company representatives a minimum - II
of 48 hours in advance of any excavation. 8. The Contractor must provide construction staking from the information I ` „ I - \ 1l •''
provide on these plans. l• EZ
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a. Contact Dig Tess ® 1-800-344-8377 I -. 1 f - ^ • -••• _ �i�
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b. Contact Kimberly Winn ®ATMOS. 774-2506
9. All soil exposed b construction shall receive stabilization. .100 coverage of ......
_
P Y 9 FcP W \ - ..O O O
C. Contact Mike Lavender ® Cox Cable 846-2229 groundcover, decorative paving, decorative rock or perennial grass is required in 'Zg .. - -•- -•-••-
e a......:..I 0:5 .. .... _..
d. Contact Irma Gomez ®BTU 821-5770 Parking lot islands, swales and drainage areas, the parking lot setback, p �wC. r _ _. ;_... ( ""- ®ti�y
r L .................. I CERTIFICATE
e. Contact Mitchell Gas ® 779-4460 rights-of-way, and adjacent property disturbed during construction. o:....:
f. Contact Union Pacific Resources ® 778-8525 10. Trenches may be left open overnight if properly barricaded. i g.
2. All construction shall be in accordance with the current City of 11. Adjustment of Water Meters, Valves, Manholes, Irrigation igation Systems, and anyI v- - -- - •. I - ; --- "" _ _ ... _...... ... .. REQUIRE[)
GP a, r m ...
College Station C.S. Standard Specifications for Street Construction - -
9 P other Public or Private Utility, etc. are not separate pay items. The Price of I+ -' " • m ".• ... •. _...... ...... II .....-i..._.. ......... ..,..... - ... ._ .-. .._
Iand City of C.S. Water and Sewer Specifications. All inspection shall i (F - - I C- I 4
the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, \ I I Pad site ED 2'
be performed b the staff of the Cit Engineer of C.S. All construction W
P Y Y 9 etc. iypg�) a g. •.. I Available SpesdyZ�top Food Stores; .Ltd. I o +3'
shall be coordinated with the City of C.S. City Engineer. 3 I W -- _. Building I :� 44
'
12. The contractor shall coordinate with ATMOS, SuddenUnk, BTU, and Verizon o
3. In lieu of using the construction materials indicated in these size max
A II
to adjust the location of Existing facilities. NOT RhQUIRED
plans, the Contractor shall obtain written approval from the City _.. 5,000 SF
Engineer for any substitution prior to Construction. Requests for
13. The contractor is responsible for traffic control. All traffic control. must be
per TMUTCD and be approved by the engineer prior to implementation.. This is ( 3Nr) gy .' .........:.... .
changes should include product information and an engineers seal
where applicable. The contractor shall be financially responsible for not a separate pay item. I PROP.
... I O c
the engineera s time spent reviewing changes and redesigning based on 14. No spoil areas are available on this site. \ RELANE
_ O C
contractors requests. 15. All roof and ground -mounted mechanical equipment shall be screened from
B
4. Trench Safety Requirements shall be m 36 uilding Line 10' Public UtilityEsmt. accordance with O.S.H.A. view or isolated so as not o be visible from any public right-of-way or '- •••-• Vol. 338, , Vol. 7327, P 238, B.C.D.R. •-• .'a •-- --
_ CULPEPPEI. PYLON SIGN 9'
Standard 29 CFR Part 1926 Subpart P. For general requirements, see residential district within 150' of the subject lot, measured from a ;I;,,,,,,,,,,,,,;;,
P 9 9 j point five _ P .467, B_O.D.R. -
Trench Safety Sheet for details. feet above grade. Such screening shall be coordinated with the building n
11
5. TRENCHING AND BACKFIWNG: All trenchingand backfilling shall z -w - - iz- a 12_wL - - - - n - --
9 architecture and scale to maintain a unified appearance. Dumpster and z -� z- iz-wL -- -- _ _ --
conform to the specifications set out herein. Testing shall be provided a -ss O a s - m e_ss W til fz_wL --- _��__ - - _..............._............. _......_..__ ......- .... _-..---............. ............. .............
transformer screening will be provided with Phase 1 Site Construction Documents. - tz _- _--ss a -ss e_;; _ ��-
by a certified laboratory, at the Owner's expense, to verify these _- ... s p
16. All public utilities, water, sewer and storm sewer shall utilize the embedment '.-�'�-- -- ��- - ��--- �---�-- -• •-- � �_ - .. .. .... ..... ....... .... ._ a ....._............... A -s �G��pp� � •-•
standards. Any retesting due to substandard work shall be at the P e '' " " "' � COMPLIANCE
detail provided on the l standard detail sheets. All private utill and roof - - •., k n
expense of the Contractor. Structural areas shall include all sidewalks ..p ... R... I . sr, U EA NC �.
drains shall utilize the embedment detail provided on sheet O8. All utilities ..-. - f` p� I'f 1 I i .' "���•r ••�
and shoil extend 5' beyond the curb lines of all streets, alleys and P =�' (1 i{t� ✓ 6 206 /.
regardless of public or private within 5 feet of the building shall be fully _..... _ . _. .1 „ ,1 .. -DECfj ' 20.. /
parking areae. STA TE Hl �.%' ......... ..................:._.:'./....NUE = X30' R0 VI/, �...� .:;
embedded with cement stabilized sank! to prevent any water migration in the GS. L WA.,Y TEXAS A Y E (�i®I.GE $ Ij�Y,
6. - It is the responsibility of the contractor to comply with all State and g g ........................... _ LLEGE STATION ENGINEERING
Federal Regulations regarding construction activities near energized overhead trench from entering the building foundation.
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power lines. Additionally, the contractor shall coordinate all proposed work and
17. The Contractor shall remove all debris from the existing box culvert from _...... _..._.
the connection point to SH30 prior to connecting the new box culvert. .....
procedures with the City of C.S. Electrical Division, .. .. .... ........ ... _ . _ .......... ...... _..
.. DEVELOPMENT SERVICES
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79.260.6963
79.260.3564
511 UNNERSRY DRIVE EAST
SUITE 204
COLLEGE STATION, TX 77
PIAN & DESIGN SPEGMS1S R4
CML ENGINEERING • HYDRAUUCS
HYDROU M • UMMES • STREEIS
SITE PIANS . SUBDIVISIONS
www.mitchellandmornon.com
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Of 11 Sheets
PROJECT BENCHMARK: "0" in
Open on the top flange of the fire hydrant located
jon the southwest side of Kyle Avenue South approximately
225' northwest of its intersection with HarveyRoad. Elevation:
288.30 SITE PLAN NOTES:
54' Access Easement
I ---
1. Name of Project: Culpepper Shopping Center in College Station
Vol. 2855,
Pg. 149, B.C.D.R.
2. Legal Description: late 5, 6, and 13 Block B Culpepper Plaza Addition
3. Owner. New Plan Excel Realty Trust
i !
3901 Bellaire Blvd.
Houston, Texas 77025
J I
I
(p) 713.660.4355 (f) 713.369.7056
4. Engineer. Mitchell & Morgan, LLP. .
511 University Drive East, Suite 204
'
College Station, Texas 77840
(p) 979.260.6963
+
;
5. Zoning: C-1 w/ RDD Overlay
_
6. Existing Use: Retail Shopping Center Proposed Use: Retail Shopping Center -
j !
7. Site Area: 21.34 acres
i I
i
8. Parking Provided in Phase Zero - None ''•
Parking Provided in Future Phases - 1081 Spaces •" .
• -"
I I i
- Parking Reqd - 1 per 250 SF x 214,483 SF = 858 Spaces
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9. Water Demand: Max 52 gpm
I '
Min = 0 . gpm
Avg = 13 gpm
Scab:
Sewer Load: Max = 2500 9Pd
' 1 hx:h . 50 feat
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t ZONED
C-1 10. Provide 1-1/2" Water Meter
W ndham Management, In BONED
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Kensin ' ton Place
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Access Easement
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Vol. 1068, Pg. 370, B C.D.R.
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Easement
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467, B.C.D.R.
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Access Easement PROP.
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FIRE LANE FI F LANE - FIRE LANE t/om FIRE 1 N -F -.
IRF LANE -FIR LANE IRE LANE 4 LANE -FIRE "NE LANE UNE��.
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36.5' Public Utility &
Public Drainage Easement
u I BUILDING 'B'
ROOF OVERHANG EX. COLUMN
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306uilNing L1ne
Vol. 338 Pg.l 467; B.C. R.
Vol. 2855 Pg! 149 B.C.D.R.
10' UZ Easement
Vol. 338, Pg. 467, B.C.D.R. i
' ZONED C-7
- --Uil Quick Light Corp-GTtion 9
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GENERAL CONSTRUCTION NOTES: 7. All materials & labor not identified as a Separate' Bid Item shall be
1. It shall be the responsibility of the Contractor to verify the exact considered subsidiary to the item in which it is used. All materials and
location of ALL existing underground utilities. Furthermore, the equipment shall be both furnished and installed unless otherwise noted.
Contractor shall contact all utility company representatives a minimum I
of 48 hours in advance of any excavation. 8. The Contractor must provide construction staking from the information '
a. Contact Dig Tess 0 1-800-344-8377 provide on these plans.
! b. Contact Kimberly Winn ® ATMOS. 774-2506 9. All soil exposed by construction shall receive stabilization. 100% coverage of t Fca
C. Contact Mike Lavender 0 Cox Cable 846-2229 groundcover, decorative paving, decorative rock or perennial grass is required in -..
d. Contact Irma Gomez ® BTU 821-5770 parking lot islands, swales and drainage areas, the parking lot setback,
e. Contact Mitchell Gas 0 779-4460 rights-of-way, and adjacent property disturbed during construction.
f. Contact Union Pacific Resources ® 778-8525 10. Trenches may be left open overnight if properly barricaded.
2. All construction shall be in accordance with the current City of 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any �.
FM \College Station (C.S.) Standard Specifications for Street Construction other Public or Private Utility, etc. are not separate pay items. The Price of
and City of C.S. Water and Sewer Specifications. All inspection shall the adjustment shall be subsidiary to the construction of Sewer line, Force Main,
be performed. by the staff of the City Engineer of C.S. All construction
etc.
shall be coordinated with the City of C.S. City Engineer.
12. The contractor shall coordinate with ATMOS, SuddenUnk, BTU, and Verizon
3. In lieu of using the construction materials indicated in these
plans, the Contractor shall obtain written approval from the City
to adjust the location of Existing facilities.
Engineer for any substitution prior to Construction. Requests for 13. The contractor is responsible for traffic control All traffic control must be f
changes should include product information and an engineers seal per TMUTCD and be approved by the engineer prior to implementation. This is
where applicable. The contractor shall be financially responsible for not a separate pay item.
the engineers time spent reviewing changes and redesigning based on 14. No spoil areas are available on this site.
a
contractors requests. 15. All roof and ground -mounted mechanical equipment shall be screened from
4. Trench Safety Requirements shall be in accordance with O.S.H.A. view or isolated so as not o be visible from any public right-of-way or
Standard 29 CFR Part 1926 Subpart P. For general requirements, see residential district within 150' of the subject lot, measured from a point five
Trench Safety Sheet for details. feet above grade. Such screening shall be coordinated with the building
5. TRENCHING AND BACKFILLING: All trenching and backfilling shall architecture and scale to maintain a unified appearance. Dumpster and z-wL
conform to the specifications set out herein. Testing shall be providede-ss-----.--.---p-.__
transformer screening will be provided with Phase 1 Site Construction Documents.
by a certified laboratory, at the Owners expense, to verify these
16. All public utilities, water, sewer and storm sewer shall utilize the embedment provided on the B CS standard detail sheets. All ...__.....
standards. Any retesting due to substandard work shall be at the detail
expense of the Contractor. Structural areas shall include all sidewalks P private utilities and roof 7=
drains shall utilize the embedment detail provided on sheet 08. All utilities
and shall extend 5' beyond the curb lines of all streets, alleys and
i parking areas.
regardless of public or private within 5 feet of the building shall be fully -- -' - -
6. It is the responsibility of the contractor to comply with all State and embedded with cement stabilized sand to prevent any water migration in the _-------
Federal Regulations regarding construction activities near energized overhead trench from entering the building foundation. R -_, - ^ ni-- '"^ . -- _y-•..
power lines. Additionally, the contractor shall coordinate all proposed work and 17' The Contractor shall remove all debris from the existing box culvert from
I procedures with the City of C.S. Electrical Division. the connection point to SH30 prior to connecting the new box culvert.
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11 UNNERSITY DRIVE EAST
SUITE 204
ILLEGE STATION, TX 77840
AN & DESIGN SPECIA ISIS IN
AL ENGINEERING • HYDRAULICS
DROLOGY • UnLRIFS • SIREEIS
SRE PIANS • SUBDIVISIONS
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