HomeMy WebLinkAboutDrawingsVICINITY MAP
NTS
GENERAL CONSYRUCTION NOTES:
1. It shall be the responsibility of the Contractor to verify the exact location f
p y y e loc ono ALL existing underground
utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours
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4 Saffron' 2 10 1 10
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5 Chico z 10 10�� Act .;;�' I/ �/ \3 f 60.:3564
\ :979.2
6 Ginger 2 10 1 10 iii /' —
C! \� ! TX. FIRM # F 1443
7 Saffron 2 10 t 10 . j. / ojw
Q I 8" ,WATERLINE ;
f �anlo_ ^� N 3204 EARL RUDDER EWY* S.
8 Sassafras: 1 5 1 5
�(SEE JUNCTIONCOLLEGE STATON,. TX 77845
9 Mverbirch> 1 5 3 5 o� BOYS ROAD PLANS) 10 Aider 1 5 1 5;
„� PRIVATES/ ;r
11 Indigo 3 Unit 3 12 1 12 �:;. / PLAN & DESIGN'i SPECIALISTS IN
,SEWER CIVIL ENGINEERING +. HYDRAULICS
12 Snapdragon 7 Unit ? 28 1 28 Z
o�. / c'`._ �,s / ' HYDROLOGY s UTILITIES *;STREETS
13 Snapdragon5 Unit 5 20 1 20 / �. / 4-$.:,�'' 7� G ►' ,: /
__. a / .• . x.=20. / . ! SITE .PLANS + SUB.DIVISIONS.
14 Indigo'7 unit 7 28 1 28
o
w• -n•4 �,�,; Y / mifchellandmor dn.com15 Cayenne:: 2 10 10
16 Chicory 2 10 1 10 Firm F-1443
. x/25/15
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17 1 Ginger 2 10 10
g t / /}?75
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18 Foxglove 2 10 1 10
r ,
,
19 cayenne2 10 1 10
\. x ..:,_u r
V r to Acc _ts,iP..VERONICA. J. B. MORGAN
p 2O
20 Aspen 1 5 1 5 / _
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0
501 2281 22$
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77689.
in advance of any excavation.
:: �...._
_" . �.
a. Contact DigTess @1-800-344-8377
-800_344_8377 ��; _, ,,,,¢. ry ;w. �^�m '°�, �e � '� °�:' , =. <• / -
4627 Parking Required
28b Contact Luis Cisneros iATMOS 229
r
C. Contact Dan Au sbur er ®Suddenlink 595 2429
9 9
d. Contact Gilbert Martinez ® College Station Electrical 764-3660
e. Contact Mitchell Gas 0 779-4460
f. Contact Union Pacific Resources ®: 778-8525
g. Contact Richard Wallace @ Verizon 821-4752
h. Contact Ben Accurso @ College Station Water & Sewer 764-3660.
i. Contact David Hering @ BTU 821-5865
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 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.
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 prior to Construction. Requests for changes should include
product information and an engineers seal where applicable. The contractor shall be financially responsible 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. Standard 29 CFR Part 1926 Subpart P.
For general requirements, see Sheet S3 for details.
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 verify. these standards.
Any retesting due to substandard work shall be at the expense of the Contractor. Structural areas shalt
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
All curbs and curb ends designated as Parking Provided 231 including 7 HC soaees
fireianes on pians shall be painted red
with *4" (four inch) white lettering stating
"FIRE LANE—NO PARKING—TOW AWAY ZONE"
Wording may not be .spaced for than
fifteen (15) feet apart.
* S" (eight inch) high if stripe and white
lettering are painted on surface of
pavement.,
FIRE LANE STRIPING
18" x 12"
See Ordinance for
additional Information
construction activities near energized overhead power lines. Additionally, the contractor shall coordinate all
proposed work and procedures: with the City of C.S. Electrical Division. FIRE
jj� LANE
^ �(�
7. All materials & labor not identified as a .Separate Bid Item shall be considered subsidiary to the item in I .LAI SIGN,
which it is used. All materials and equipment shall be both furnished and installed unless otherwise noted.
8. The Contractor must provide construction staking from the information provide on these plans.
9. All soil exposed by. construction shall receive cellulose fibermuich seeding.
10. Trenches may be left open overnight if properly barricaded.
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 adjustment shall be subsidiary to the construction of
Sewer Line, Force Main, etc. MET H/C PKG. SIGN -WHITE LETTERS,
'12. The contractor shall coordinate with Suddeniink Communications, BTU, Atmos Energy, and Verizon to i SYMBOLS &STRIPES ON BRIGHT
adjust the location of existing facilities.
���---___••��� BLUE BACKGROUND
13. The contractor is responsible for traffic control. This is not a separate pay item.
14. No spoil areas are available on this site.:
15. All roof and ground mounted mechanical equipment shoii be screened from view or isolated so as not
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LEGEND
Property .Boundary
Setback Line
_• -•.• - -,~�~ Easement
s>a ir: Fire Lane
Water Line
Sanitary Sewer Line
Electrical Service
Contours
CAN
laA s Typical Crosswalk Location
Roof Overhang
Right of Way (R.O.W.);
FDC R Grate Inlet
F Cleanout MO Fire Hydrant
0 Street Light Water Meter
T Transformers 1050 Unit Address
(1Q Building Number
Sidewalk Area
Drive/Pavement Area
—' Heavy Duty Pavement Area
Building Area
NOTE. -
1.
OTE:1. All Radius & Dimensions Shown are
Measured to B/C, Unless Otherwise Noted
2. All Isolation Valves Shall Have a Lockable
Lid The Lockable Lid Shall be AMP or
USA LL562 Locking Lid or Approved Equal
by the City of CS Utilities Director or his.
Designee.
3. All Gates shall be equipped with Knox lock..
4. If all pavement in Phase. 1 is not
completed prior to bringing combustibles
on site then a turnaround for fire vehicles
will be required.
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LEGEND
Property Boundary
Setback Line'.
-- Easement
.RF LAW, Fire. Lane
Water Line
Sanitary Sewer Line:
Electrical Service
Contours
CATV
Typical Crosswalk: Location
......................... - .......... .......... ...:. Roof Overhang
Right of Way (R.O.W.)
FDC Q. Grate inlet
Cleanout 00 Fire Hydrant
Street Light ® Water Meter
IFwT--ll Trp nsforrriers 1050 Unit Address
D Building Number
Sidewalk Area
Drive/Pavement Area
Heavy Duty Pavement Area
g ':x 1 BuildingArea
NOTE:
1. All Radius & Dimensions Shown are
Measured to B/C Unless. Otherwise, Noted
2 All Isolation Valves Shall Have a Lockable
Lid The Lockable Lid: Shall be AMP or
USA LL562 Locking Lid or Approved Equal
by the City of CS Utilities Director or his
Designee.:
3: All Gates shall be equipped with Knox. lock
4. If all pavement in Phase 1 is not
completed prior to bringing combustibles
on site then a turnaround for fire vehicles ,
will. be. required..
7. PROVIDE A 4' DIA. MULCH RING 3" DEEP AROUND ALL TREES LOCATED IN LAWN AREAS.
DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK.
8. ALL TREES PLANTED IN SOD AREAS SHALL HAVE TRUNKS LOCATED A MINIMUM CLEAR
DISTANCE OF 7FROM EDGE OF WALKS,CURBS, WALLS OR ADJACENT BEDLINES.
9. PREPARE ALL TOPSOIL USED
IN TREE AND SHRUB BEDS AND IN
GROUNDCOVER BEDS IN THE FOLLOWING O LOWING PROPORTIONS.
4 PARTS NATIVE TOPSOIL _
2 PARTS DECOMPOSED ORGANICMATTER
A TE
R
2 PARTS SAND
PRE—MIX TOPSOIL BEFORE PLACING I D
C G N BED.
10. REMOVE FROM SITE ANY PLANT MATERIAL WHICH TURNS BROWN OR
DEFOLIATES WITHIN FIVEDAYS AFTER PLANTING. REPLACE IMMEDIATELY
WITH APPROVED SPECIFIES
) MATERIAL.
A.
1 1. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANT MATERIAL DURING INSTALLATION
CONTRACT PERIOD UNLESS OTHERWISE SPECIFIED. MAINTENANCE INCLUDES WATERING,
SPRAYING WEEDING MULCHING STRAIGHTENING FERTLIZIN
G, CLEANUP, �NUP, ETC:
2 LANDSCAPE N SCAPE CONTRACTOR SHALL GUARANTEE ALL MATERIAL AND)
WC RKMANSHIP FOR
A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE.
3. IT IS THE RESONSIBILITY OF THE LANDSCAPE CONTRACTOR TO DETERMINE WATER
APPLICATION RATES AND TIMERY L
C C ING. THE IRRIGATIONC'
CONTRA _TOR WILL
INSTRUCT THE LANDSCAPE CONTRACTOR ON THE OPERATION AND PROGRAMMING
OF THE CONTROLLER,
I4. INSTALL ALL PLANT MATERIALS IN ACCORDANCE WITH LOCAL CODES
AND ORDINANCES.
15. LANDSCAPE CONTRACTOR TO PROVIDE OWNER WITH AS—BUILT DRAWINGS FOR ALL SLEEVE LOCATIONS
IRRIGATION MAINLINE, VALVE AND CLOCK LOCATIONS; AND ALL LOW VOLTAGE LIGHTING CIRCUITS IF PROVIDED
16 NO GRAFTED MAPLES WILL BE ACCEPTED.
17. AN AUTOMATIC Y IRRIGATION O SYSTEM WILL BE INSTALLED TO COVER THE ENTIRE LANDSCAPED AREA OF THE SITE.
BUFFERYARD REQUIREMENTS
Q U S
.�,)nrun)
Symbol
Name .SizeQuantity
Texas Ash / Fraxinus texensis 2.5-3" caliper
2
(Canopy Tree)
Live Oak / Quercus virginiana 2.5-3" caliper
6
+
(Canopy PY Tree
Drake Elm Ulmus ParyifI isD rake 2.5-3 caliperer
6
(Canopy Tree)
DRAWN
Indian Hawthorne 5 Gallon
153
°
(Shrub)
Dwarf Yau on
P S Gallon
132(Shrub)
TDwarf
0
Wax Myrtle / Myrica cerifera 5 Gallon
75
(Shrub)
Prostrate Rosemary /Rosmarinus officinalis 3 Gallon 136
;,00e
_1
Miscanthus Grass / Miscanthus sinensis 5 Gallon
84
Shrub
REV. #
_o=
Primrose jasmine /Jasminum mesnyi 5 Gallon
156
T4
(Shrub)
BUFFER CALCULATIONS
362 If of Buffer/ 25LF = (14) 2" cal. Shade Trees
362 If of Buffer/ 3LF
= 121 Shrub minimum 5 Gallon and 3' Ht.
TOTAL TREES REQUIRED : 14 TOTAL TREES PROPOSED:
14
TOTAL SHRUBS REQUIRED: 121 TOTAL SHRUBS PROPOSED: 600
.�,)nrun)
DESIGNED
„
� .. Sago Palm/C cas revoluta
,. 3 Gallon 818
DRAWN
-I
-
CHECKED
Shrub
I
Prostrate Rosemary /Rosmarinus officinalis 3 Gallon 136
;,00e
_1
136
REV. #
DATE
DESCRIPTIO
T4
I. I
(Shrub)
-I - 15
UPDATED
CIVIL
2
T
5-22- 15
CITY
COMMENT
Hameln GrassPenniset r
/ um alopecu oides 3 Gallon 641
T
I
641
3
6-25-15
CITY
C OMMENT.
"(Shrub)
_Blue Pacific juniper / uni erus conferta 3 Gallo31
I
31
+ Shrub
Shrub
Silver T Mound Artemesia schmidati n
/ as Gallon 362
I
362
(Shrub)
-
l r
FOR
PRELIMINAR',*
_
SITE REQUIREMENTS.
COMPLWJ
CE
PLAN
SITE AREA POINTS CALCULATIONS FRONTAGE O AGE POINTS CALCULATIONS.
0 015
JUL2.2
253,128 sf / 1,000 x 30 = 7,594 points required 1409 If / 50 x 300 = 8,454
points requirec
COLLEGE STATION
TOTAL POINTS REQUIRED: 16,048 TOTAL PROM
L
DED:
VICE S
POINTS
�
PLAT FILED``
�
_
—.--
STREET E
SOAP REQUIREMENTS
II:
B Y
JUNCTION BOYS FRONTAGE CALCULATIONS NORTH DOWLING
FRONTAGE CALCULATIONS
SHEET
1,047 If - 50 If(Driveway) = 997 32 ft = 31 Trees required 362 If - 27 If
Drivewa =335 32
ft = I I Trees reId
PROVIDED. 26 Canopy + 5 (/2of9) non -canopy - 31 TOTAL. PROVIDED.
I I Canopy Trees
Otu�2�o1 1
PROJECT
NUMBER
I
024
DRAWING..
DATE
� _�_ I S
J
DESIGNED
i
DRAWN
CHECKED
REV.#
DATE
DESCRIP
4-15-15
UPDATED Cly,
L
5-22-15.
�jCITY COMME
z
6-2545
��CFTY COMME
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PROJECT
NUMBER
O 4
DRAWING
DATE
3-4-15
I
DESIGNED
DRAWN
CHECKED
i
REV,#
DATE
DESCRIPTIC
A
4-15-15.
UP a ATED CIVIL I
A2
5-22-15
CITYCOMMENT
A
6-25-15
CITY COMMENT