HomeMy WebLinkAboutDrawingsPROJECT BENCHMARK: SQUARE CUT ON BACK OF CURB OF NORTHEAST CORNER OF HOLLEMAN & LASSIE.
X: 3561069.26, Y. 10210476.97, ELEV: 302.12'
SITE PLAN
SCALE 7 "=4'
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299.36
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PROP. SIDEWALK
MAX. ALLOWABLE
CROSS SLOPE IS 2%
A
299.15
LMOF
OCA
BE RELD VERF ED BY CONTRACIOR MD MM
►S:E► DURMC «•
LOCATION OF ELECTRICAL LINE SHALL BE FIELD
VERIFIED BY CONTRACTOR AND REMAIN
UNDISTURBED DURING CONSTRUCTION.
- -- . .
2"x4" vertical ridge
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N.T.S.)
I
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I
299.36
I
PROP. SIDEWALK
MAX. ALLOWABLE
CROSS SLOPE IS 2%
A
299.15
LMOF
OCA
BE RELD VERF ED BY CONTRACIOR MD MM
►S:E► DURMC «•
LOCATION OF ELECTRICAL LINE SHALL BE FIELD
VERIFIED BY CONTRACTOR AND REMAIN
UNDISTURBED DURING CONSTRUCTION.
BACK OF CURB
HOLLEMAN DRIVE
(60R.O.W.)
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111111L$_�41
GRADING PLAN &EROSION CONTROL
SCALE 1 "=4'
METAL T -POST -1
AS REQ'D. TO MAINTAIN.
SPACED 6' APART
SILT FENCE AND/OR
HAY BALES TO BE
USED IN AREAS OF
DRAINAGE FLOW.
NATURAL GROUND -7 /
- 2"X4" WIRE MESH
FASTENED TO T=POST
SEDIMENT CONTROL FABRIC
FASTENED SECURELY TO
T -POST & WIRE MESH
8" OF FILTER FABRIC TO EXTEND
INTO A TRENCH AND BE ANCHORED
WITH COMPACTED BACK FILL
ALLOW 2,5' TO 5' AT TOE OF
SLOPE FOR SEDIMENT TO
ACCUMULATE. ALIGN FENCE
ALONG SLOPE CONTOURS.
i. DIRECTI_ of FLOW
C_ II 4..
4"X4" MIN. TRENCH 4" f
20"
L-1
SILK FENCE ASSEMBLY
I `
Q� Cot 19_-
#3 Rebar ® 12" Centers
Centered Within 4" Concrete �P
(3500 psi) WPC BEDlCAT10N
Backfill Backfill Cot lA AREA
Wood Float Finish e�
I I= I �I 4 Thick Concrete 1 Cot 1 T97 2.
I FEI 11=f I FEI I 111-1 I RSI
I -III I I I I I I C 11j1I I 2 y' 1R
11=11 rI 1 �I I I _
2" CEMENT STABILIZED SAND Prepared Subgrade �' 8
OR LIME STABILIZED SUBGRADE G' ( n 10 ,� PMfl@HH&=
Expansion Joints ® 40' o.c. SGS 0 9
Contraction Joints ® 5' o.c. 3 'S' B 14 5
STANDARD CONCRETE SIDEWALK DETAIL �s, 12 13 15A 2 3 2
�P 13B 4
NTS �� 11 �, 3
1C 0V 2 40
9 1
VI C I N ITY MAP
2"x4" vertical ridge
299.10
r {°s 299.04
-
N.T.S.)
SAWED OR FORMED,
GENERAL CONSTRUCTION NOTES:
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. SIDEWALK
EXISTING SIDEWALK
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(SEE CONNEECXTS
ISTING
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f. Contact Union Pacific Resources ® 778-8525
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BACK OF CURB
HOLLEMAN DRIVE
(60R.O.W.)
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111111L$_�41
GRADING PLAN &EROSION CONTROL
SCALE 1 "=4'
METAL T -POST -1
AS REQ'D. TO MAINTAIN.
SPACED 6' APART
SILT FENCE AND/OR
HAY BALES TO BE
USED IN AREAS OF
DRAINAGE FLOW.
NATURAL GROUND -7 /
- 2"X4" WIRE MESH
FASTENED TO T=POST
SEDIMENT CONTROL FABRIC
FASTENED SECURELY TO
T -POST & WIRE MESH
8" OF FILTER FABRIC TO EXTEND
INTO A TRENCH AND BE ANCHORED
WITH COMPACTED BACK FILL
ALLOW 2,5' TO 5' AT TOE OF
SLOPE FOR SEDIMENT TO
ACCUMULATE. ALIGN FENCE
ALONG SLOPE CONTOURS.
i. DIRECTI_ of FLOW
C_ II 4..
4"X4" MIN. TRENCH 4" f
20"
L-1
SILK FENCE ASSEMBLY
I `
Q� Cot 19_-
#3 Rebar ® 12" Centers
Centered Within 4" Concrete �P
(3500 psi) WPC BEDlCAT10N
Backfill Backfill Cot lA AREA
Wood Float Finish e�
I I= I �I 4 Thick Concrete 1 Cot 1 T97 2.
I FEI 11=f I FEI I 111-1 I RSI
I -III I I I I I I C 11j1I I 2 y' 1R
11=11 rI 1 �I I I _
2" CEMENT STABILIZED SAND Prepared Subgrade �' 8
OR LIME STABILIZED SUBGRADE G' ( n 10 ,� PMfl@HH&=
Expansion Joints ® 40' o.c. SGS 0 9
Contraction Joints ® 5' o.c. 3 'S' B 14 5
STANDARD CONCRETE SIDEWALK DETAIL �s, 12 13 15A 2 3 2
�P 13B 4
NTS �� 11 �, 3
1C 0V 2 40
9 1
VI C I N ITY MAP
-- 14'-11"
2"x4" vertical ridge
1/2"02" G LVANIZED
THREADED J BOLT
stiffener welded
N.T.S.)
SAWED OR FORMED,
GENERAL CONSTRUCTION NOTES:
COLLEGE STATION, TX 7784
1/8" TO 3/16"
SEAL WITH EXPANSION
1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities.
Furthermore, the Contractor shall contact all
SITE PLANS + SUBDMSIONS
JOINT MATERIAL, MIN.
utility company representatives a minimum of 48 hours in advance of any excavation.
6-8"
3/8" R
3 - 2" round galvanized 41.4„ W 70
a. Contact Dig Tess 0 1-800-344-8377
supports ,
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b. Contact Kimberly Winn ® ATMOS 774-2506
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C. Contact Mike Lavender ® Suddenlink 846-2229
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d. Contact Gilbert Martinez ® College Station Electrical 764-3650
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Contact Mitchell Gas 0 779-4460
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f. Contact Union Pacific Resources ® 778-8525
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g. Contact Richard Wallace ® Verizon 821-4752
SIDEWALK CONTRACTION JOINT
h. Contact Butch Willis ® College Station Water & Sewer 764-3660
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, 2009, and BCS Unified Design Details. All 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.
SEAL WITH EXPANSION
3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval
from the City Engineer for any substitution
JOINT MATERIAL-
SMOOTH DOWEL BAR -
prior to Construction. Requests for changes >should include product information and an ,engineersseal where applical
le. The contractor shall be financially
1/4" R
1 /2" 0 X 18", 12" O.C.
responsible for the engineer's time spent reviewing changes and redesigning based on contractors requests.
a:
3/4" (COATED W/HEAVY GREASE)
4. Trench Safety Requirements shall be in accordance with O.S_H.A. Standard 29 CFR Part 1926 Subpart P. For general
5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein. Testing
requirements, see Sheet S3 for details.
shall be provided by a certified
K
laboratory, at the Owner's expense, to verify these standards. Any retesting due to substandard work shall be at the expense of the Contractor. Structural
,
4
areas shall include all sidewalks and shall extend 5' beyond the curb lines "of all streets, alleys and parking areas.
6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction
lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of C.S. Electrical Division.
activities near energized overhead power
COLLEGEm
7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which
iit is used. All materials and equipment shall
RECYCLED MATERIAL, 1/2"
be both furnished and installed unless otherwise noted.
V
THICK AS MANUFACTUREDJ3" LONG METAL OR PLASTIC CAP, INSIDE
8• The Contractor must provide construction staking from the information ,provide on these plans.
BY J.D. RUSSELL CO. OR DIAMETER TO BE 1/16" GREAT€1 -THAN
APPROVED EQUAL
9. All soil exposed by construction shall receive cellulose fibermulch seeding.
DIAMETER OF DOWEL BAR. CAP MUST
10. Trenches may be left open overnight if properly barricaded.
BE LONG ENOUGH TO COVER 2"OF
11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility, etc. are
not separate pay items. The Price of the
DOWEL AND HAVE STOP SO END OF
adjustment shall be subsidiary to the construction of Bus Shelter. ;
CAP IS 1" FROM END OF BAR.
12. The contractor shall coordinate with Suddenlink Communications, Atmos Energy, and Verizon to adjust the locaton
of existing facilities, if necessary
13. The contractor is responsible for traffic control. This is not a separate pay item.
14. No spoil areas are available on this site.
#4 BARS ®12" O.C.E.W
15. Contractor shall provide 100% coverage of groundcover, decorative paving, decorative rock (not loose), or perennial
grass as required in parking lot islands,
SIDEWALK EXPANSION
swales and drainage areas, the parking lot setbacks, right of ways, and adjacent property disturbed during construction.
16. Sidwalk be in B/CS
placement shall accordance with Unified Design Guidelines.
17. Finish: Light Broom Finish. Joints to be tooled 1" deep at an interval equal to the sidewalk width. Expansion
Joints ® 40' O.C., Contraction Joints
& CONSTRUCTION JOINT
0 5' O.C.
18. Dowel in and tie to any concrete structure adjacent to sidewalk (driveway, inlet box, curb, junction box, etc.)
with #3 x 12' Bars CSD 12" O.C. or
1 6" 1
#4 x 12" bars @ 18" O.C.
19. Compaction: Compacted subgrade material compacted to a density at least 98% of maximum dry density
��s determined by proctor compaction test
ASTM D698 (Standard) and shall be 0-47. wet of the Optimum Moisture Content_
20. A minimum clear pedestrian width as defined by TAS and ADA shall be provided for entired length of sidewalk.
*ALL STEEL SHALL HAVE
21. All areas where existing vegetation and grass cover have been bared by construction shall be adequately block sodded or hydromulched and watered
New Concrete
Existing Concrete
until growth is established. In development areas where grass is present, block sod will be required. Bared areas shall be seeded or sodded within 14
DAD DETAIL
calendar days of last disturbance_
OF CONCRETE
22. Approved erosion control measures must be installed during the entire time that earth has been bared by construction and shall stay in place until
Proposed Reinforcement
acceptable vegetative growth is established after construction is complete and then removed by contractor.
See Detail
Drill & Epoxy Proposed
23. All erosion control measures should be cleaned of silt after every -rain.
Reinforcement into Existing
Concrete (Min. 9" Depth Drill)
24. There will be no Electricity to the bus shelter.
(Epoxy per TxDot 5016)
SITNAoNOeES:
- - .
Name Project:The at Wolf Pen Creek Bus
._; .
.,Rector
2. Legal Description: Portion of Called 8.21 Acre Tract
Morgan Re t A-46
rLeague
-Arbors LP3 Owner Rose
-,
PO Box 40879
Indianapolis, Indiana 46240-0879
4. Engineer. Mitchell &Morgan, L.L.P.
O NECT TO y/ST/N A
C N E G CONCRETE
C DE% lL
511 University Drive East, Suite 204
G%'E
College Station, Texas 77840
£
NTS
(979) 260-6963
5. Zoning: WPC (Wolf Pen Creek Development Corridor)
6. Existing Use: Multi -Family (& Parking)
7. Project Address: 301 Holleman Drive East
-
-- 14'-11"
2"x4" vertical ridge
1/2"02" G LVANIZED
THREADED J BOLT
stiffener welded
511 UNIVERSITY DRIVE EAST
to ridge support
Standing seam metal
COLLEGE STATION, TX 7784
roof (green)
1x3 galvanized angle
HYDROLOGY « UTILMES
Welded to -the 2'
SITE PLANS + SUBDMSIONS
supports at corners 7'-7
Firm #F--1443
08/30/1
6-8"
... a:
...................................
3 - 2" round galvanized 41.4„ W 70
VERONICA J.B. MORGAN
supports ,
*`����`
SSIONAL EAG
1'!x12"x12" plate
15 sq. stone column base welded to supports
add on bench to pad per -1"x12" galv. threaded
manufacture details j -bolt anchors
6' Victor Stanley Bench (RB 28)
or Approved Equal
1x3 galvanized angle
welded at the
Aluminum roof panel suppc
joined at the rids
15" sq. stone column base
3 2" round galvani
supr
Fabricated ri
welded from 2.5"
galvanized flat bar
g seam metal
:en)
T.
: ELEVATION
=11FICATE
C1 REOUIRED
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rREVIEWED" FOR
VAPI 14N
SEP 2'5 2012 i t
DEVEE.OPMEN1 SERVICES
PLAT FILED:
MITCHELL
MORGAN
T.979.260.6963
1/2"02" G LVANIZED
THREADED J BOLT
® "
511 UNIVERSITY DRIVE EAST
SUITE 204
COLLEGE STATION, TX 7784
U -ANCHOR FOR COLUMN
Ine
HYDROLOGY « UTILMES
STREETS
SITE PLANS + SUBDMSIONS
www.mitchellandmorqan.com
Firm #F--1443
08/30/1
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VERONICA J.B. MORGAN
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#4 BARS ®12" O.C.E.W
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FOOTI
PERIMETER
OF PAD
1 6" 1
*ALL STEEL SHALL HAVE
2" CLEAR FROM EDGE
DAD DETAIL
(A4)
OF CONCRETE
NTS
MITCHELL
MORGAN
T.979.260.6963
F.979.260.3564
TX. FIRM # F-1443
511 UNIVERSITY DRIVE EAST
SUITE 204
COLLEGE STATION, TX 7784
PLAN & DESIGN SF;ECIAUSTS IN
CML ENGINEERING H1VRAULICS
HYDROLOGY « UTILMES
STREETS
SITE PLANS + SUBDMSIONS
www.mitchellandmorqan.com
Firm #F--1443
08/30/1
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VERONICA J.B. MORGAN
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