HomeMy WebLinkAbout11-45-2ENGINEER,:
MITCHELL & MORGAN., L. L. Pr
511 UNI
V
ERSI TY DRI VE Eff TE —20-4-
COLLEGE STA TION
TEX4S 77840
(979) 260-69-6-3--
Firm #F-1443
5/31/11
.*•: ..................... .........
VERONICA J.B. MORGAN
...................................
77689
SS�aNA� ENG
COLLEGE STATION TEXAS
MAY 2011
OWNER:
aPSTONE - CS,
LLC
X
OFFICE ARK
M
A,, BA MA 35223
(205) 4 V41;
VIrINJITY MAP
OIA - OVERALL SITE PLAN (I OF 2)
OIB - OVERALL SITE PLAN (2 OF 2)
02-07 —PARTIAL SITE PLAN SHEETS (6 SHEETS)
08-17 - GRADING PLAN SHEETS (10 SHEETS)
18-26.1 -WATER LINE PLAN & PROFILE SHEETS (11 SHEETS)
-27-32 - PRIVATE SANITARY SEWER PLAN SHEETS (6 SHEETS)
33-4'0 - PRIVATE STORM DRAIN PLAN &PROFILE SHEETS (8 SHEETS)
41-46 -ELECTRICAL PLAN SHEETS (6 SHEETS)
47 - PAVING DETAIL SHEET
48-54 - LANDSCAPE PLAN SHEETS (7 SHEETS)
55-56 -POND DETAIL SHEETS (2 SHEETS)
57 IRRIGATION 8c CABLE SLEEVE LAYOUT SHEET
58 MISCELLANEOUS DETAILS
59 ENTRANCE GATE AND GUARDHOUSE DETAILS
60-65 B/CS STANDARD DESIGN DETAILS (6 SHEETS)
66-71 SITE LIGHTING DETAILS (6 SHEETS)
72 LEASING TRAILER SITE PLAN
htvll::vvE0 FOR
Cs 0 h NC, E
dUN 0
DEVB ()OMIENT
s VICES
—PLAT FILE -D.
L REVINIt"
CE
RE V
C
17
i � P
CC' 4 '_� -
-ION
E N G
Plannil
PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX.
200' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23
HANDICAPPED PARKING
/
IDENTIFICATION
PAINTED ON OPAVING
TO
•
LOT 1 (WHITE LETTERS SYMBOLS
BLOCK 1i & STRIPES ON BRIGHT BLUE BACKGROUND)
2818 PLACE LP. % TWO LIVE OAK,,.••' ••••. •: • ' - --
CENTER
3445 PEACH/RE ,;
�.
•, 24" DIAMETER
RD NE, STE U /400
x
ATLANTA, `,A , ' ; F 2'-9"
i
' 303;2t
/, 3'-$„
•
-, --' _
SIDEWALK LANDING' SIDEWALK , ---- - :•�
,.:
AREA
iHANDICAP SIGN -- -
/
✓� J
i i/ I - SEE DET.- i
/ HC SYMBOL DETAIL �u L� I
•• ZOf�- D: / / Li
A-0
/ %' NTS 8MIN I I -
I • ' PER PLAN 8' MIN
W
W'r oo f //� HC SI TRIPING DETAIL
APPROX. �. NTS '
ZONED: ; • ;
• FLOOD
AONE AA
• 0 H
`.. .� Block Electrical
. `i /! 1 65 ACRES Pole-TYP
/ . • '
ZONED. / -
`; r p: PDD * x
l••1, ,1u I j � ' A ' %' ', /( it `i1 'l
NF`CCAPST;ON
E -CS LLC
h
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em. 2
0.7
6' Ac re
1
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i
8900/148
t
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i
i I vete
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I i Ar
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Future
Lot'�.1 \
19.65CRSS
ZONED, PDD
NF CAPSTONE-CS,LLC FDC
nn A r
IScale!----- = - \
_r -t inch = 60 feet
�� -
ZONED A-0
WAW Mff*gLL PWI 50m
SME
511 University Drive East, Suite 204
College Station, Texas 77840
4" WIDE DIAGONAL
/ \
STRIPING @ 24'---
O.C. (WHITE)
--
HANDICAP
-
SYMBOL
of ALL existing underground utilities. Furthermore,
the Contractor shall contact all utility company representatives a minimum of
48 hours in advance of any excavation.
/ HC SYMBOL DETAIL �u L� I
•• ZOf�- D: / / Li
A-0
/ %' NTS 8MIN I I -
I • ' PER PLAN 8' MIN
W
W'r oo f //� HC SI TRIPING DETAIL
APPROX. �. NTS '
ZONED: ; • ;
• FLOOD
AONE AA
• 0 H
`.. .� Block Electrical
. `i /! 1 65 ACRES Pole-TYP
/ . • '
ZONED. / -
`; r p: PDD * x
l••1, ,1u I j � ' A ' %' ', /( it `i1 'l
NF`CCAPST;ON
E -CS LLC
h
R
em. 2
0.7
6' Ac re
1
i
!
r'
i
8900/148
t
l
i
i I vete
Pc
I i Ar
I i ,
A
\ ® \ l `\
V ;
Future
Lot'�.1 \
19.65CRSS
ZONED, PDD
NF CAPSTONE-CS,LLC FDC
nn A r
IScale!----- = - \
_r -t inch = 60 feet
�� -
ZONED A-0
WAW Mff*gLL PWI 50m
SME
SITE PLAN NOTES:
F- 1. Name of Project: The Cottages of College Station
\ ' " 2. Legal Description:: Lot 2, Block 1 The Cottages of College Station Subdivision
3. Owner: Rob Howland, C.O.O.
i : J Capstone - CS, LLC
60' 0/ \ 431 Office Park Drive
�O Birmingham, AL 35223
ins (205) 414-6416
• /11 %O 4. Engineer: Mitchell & Morgan, L.L.P.
511 University Drive East, Suite 204
College Station, Texas 77840
/ \
VICINITY MAP
\ NTS
j (979) 260-6963
\ GENERAL CONSTRUCTION NOTES:
1. It shall be the responsibility -of the Contractor to verify the excid location
of ALL existing underground utilities. Furthermore,
the Contractor shall contact all utility company representatives a minimum of
48 hours in advance of any excavation.
a. Contact Dig Tess @ 1-800-344-8377
b. Contact Kimberly Winn @ ATMOS 774-2506
fy .„, AN
I
- - _ - C. Contact Mike Lavender @ Suddenlink 846-2229
d. Contact Gilbert Martinez @ College Station Electrical 764-3660
e. Contact Mitchell Gas @ 779-4460
Sf. Contact Union Pacific Resources @ 778-8525
g. Contact Richard Wallace @ Verizon 821-4752
h. Contact Butch Willis @ College Station Water & Sewer 764=3660
i. Contact Showndra Green @ BTU 821-5744
2. All construction shall be in accordance with the current City of College
tation (C.S.) Standard Specifications for Street
\ Construction, B/CS Unified Technical Specifications, Water and Sewer and Ge
erals, 2007, 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 f or 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 eng
neer's time spent reviewing changes and redesigning
based on contractors requests.
4. Trench Safety Requirements shall be in accordance with O.S.H.A, Standa
d 29 CFR Part 1926 Subpart P. For general
requirements, see Sheet S3 for details.
5. TRENCHING AND BACKFILLING: All trenching and backfilling shall confor
to the specifications set out herein. Testing shall be
r , provided by a certified laboratory, at the Owner's expense, to verify these s
andards. Any retesting due to substandard work shall
be at the expense of the Contractor. Structural areas shall include all sidewalks
and shall extend 5' beyond the curb lines of all
/ ' s streets, alleys and parking areas.
/
6. It is the responsibility of the contractor to comply with all State and F
PY
deral Regulations regarding construction activities near
9 9 9
:, energized overhead power lines. Additionally, the contractor shall coordinate
IJ - S i d e , r,
all proposed work and procedures with the Cit of C.S.
y
..
Electrical Division.
Street I 7.' 'All materials & labor not identified as a Separate Bid Item shall be car
sidered subsidiary to the item in which it is used. All
j materials ond-equipment shall be both furnished and installed unless otherwi
Setback
e noted.
8. The Contractor "must provide construction staking from the information provide
I
on these plans.
9. All soil exposed by construction shall receive cellulose fibermulch seeding.
10. Trenches may be left open overnight' if properly barricaded.
I I11. Adjustmentof Water Meters, V3IVes, Manholes, Irrigation Systems, and arty
Futue_' Lot- 1
other Public or Private Utility, etc. are not separate
I r- ,!-' items. The Price the
pay of adjustment shall be subsidiary to the construction
of Sewer Line, Force Main, etc.
l ( � i 12. The contractor shall coordinate with Suddenlink Communications, BTU, atmos
B I d� k facilities.
Energy, and Verizon to adjust the location of
L_
existing
--
x 13. The contractor is responsible fortraffic control. This is -._not -c separate
0 5
pay item.
x;12 : . AC R ES 14. Na spoil areas are available an this site.
ZONE PDD .- -- 15. All roof and ground -mounted nuc lamlcol equipment shall be screened
from view or isolated so as not to be visible from any
I public right-of-way or residential district within 150 of the subject lot, measured
from a point five feet above grade. Such
1� �J Nle screening shall be coordinated with tine building architecture, materials, colon
, and scale to maintain a unified appearance or shall
use evergreen landscaping to screen.
`APSTONE`CS,LLC 16. Certificate of Occupancies may be requested for each building separate1ly,
however in each instance, the entirety of the
waterline loop and hard road surface will have been installed. Building numbers
are shown within each building footprint.
17. For ADA routes through complex please refer to Grading Plan.
res-
f'1�
18. All signage will be permitted separately.
19. All onsite signage shall utilize custom decorative sign posts as described!in
800` 148
the project specifications.
20. Exterior building & site :.ighting will meet the standards of Section 7.10
of the Unified Development Ordinance. The light source
shall not project below an opaque housing and no fixture shall shall directy
project light horizontally. Fixtures will be mounted in
Rip Rap -End of such a manner that the projected cone of light does not cross a property
ine.
21. No combustible building material will be allowed on site until fire hydran
Road Construction
s are operable and fire department approved emergency
access has , been provided.
SITE PLAN NOTES:
F- 1. Name of Project: The Cottages of College Station
\ ' " 2. Legal Description:: Lot 2, Block 1 The Cottages of College Station Subdivision
3. Owner: Rob Howland, C.O.O.
i : J Capstone - CS, LLC
60' 0/ \ 431 Office Park Drive
�O Birmingham, AL 35223
ins (205) 414-6416
• /11 %O 4. Engineer: Mitchell & Morgan, L.L.P.
tI ! ' 10. Sanitary Demands: 136,050 GPD
11. Proposed Development on this site is not located within an impact fee rea. 0LL
12. All "master metered buildings/units must be plumbed in a manner to b' able to be in '
in the future.
%' 13. All FDC's shall be identified with a placard placed on the building facing the parking lot tatin •� -
r the Fire Marshal's direction, r
14. Number of Bedrooms = 1352 Number of units = 369 g 5
15. Garbage collection throughout the site will be accomplished by individual edoor to door Pic <up service.
/ i. Part of this site lies within the 100 -year floodplain boundary per FEMA's Flo d Insurance Rat Map panel JUN 0 2 ?011
1
0 H `/ / 48041 CO182 C. Effective Date: July 2, 1992
k
-Electrical
i P o I e -TYP I DEVE .�;��'
/
PLAT FILE :
Future
i' Lot 3
-9 82 ACRES
ZONED: PDD
CAPSTONE-CS,LLC
-�'2� :-7-6 Acres
Legend
Property Boundary - -
Easement
Fire Lane --` FIRE LA`F - -.•-•. riRE LANE—
Water Line WL
-
Sanitary Sewer Line ss
Electrical Service-----ue---
1 Phase Elec
3 Phase Elec - --s c --
600-Amp Elec
Contours
CATV - --- ��.----
Underground Telephone uT
Typical Crosswalk Location 0 T
....... ....ib ; f
Setback Line
......... „......
FDC >
Cleanout o
MH 0
Street Light
Transformers
Switch Gear
Fire Hydrant (g
Water Meter C
ESidewalk Drive/pavement
Area Area
NOTE:
1. ALL Radius & Dimensions Shown are
Measured to F/C, Unless Otherwise Noted.
j All curbs and curb ends designated as
;FIRE
511 University Drive East, Suite 204
College Station, Texas 77840
/ \
ONLY
t_
j (979) 260-6963
' I 5. Zoning: PDD- Planned Development - Granted by Ordinance #3137
1'
� :� �, E , !
6. Existing Use: Undeveloped -Vacant
J 1 ` Proposed Use: Multi Family
, s
t fi
7. Setbacks: Per City of College Station Ordinances
/ 8. Site Area: 54.4 acres Density =6.78 du/acre
9. Water Demands: Min.=O gpm, Avg.=94 gpm Peak=378 gpm1.1
fy .„, AN
I
tI ! ' 10. Sanitary Demands: 136,050 GPD
11. Proposed Development on this site is not located within an impact fee rea. 0LL
12. All "master metered buildings/units must be plumbed in a manner to b' able to be in '
in the future.
%' 13. All FDC's shall be identified with a placard placed on the building facing the parking lot tatin •� -
r the Fire Marshal's direction, r
14. Number of Bedrooms = 1352 Number of units = 369 g 5
15. Garbage collection throughout the site will be accomplished by individual edoor to door Pic <up service.
/ i. Part of this site lies within the 100 -year floodplain boundary per FEMA's Flo d Insurance Rat Map panel JUN 0 2 ?011
1
0 H `/ / 48041 CO182 C. Effective Date: July 2, 1992
k
-Electrical
i P o I e -TYP I DEVE .�;��'
/
PLAT FILE :
Future
i' Lot 3
-9 82 ACRES
ZONED: PDD
CAPSTONE-CS,LLC
-�'2� :-7-6 Acres
Legend
Property Boundary - -
Easement
Fire Lane --` FIRE LA`F - -.•-•. riRE LANE—
Water Line WL
-
Sanitary Sewer Line ss
Electrical Service-----ue---
1 Phase Elec
3 Phase Elec - --s c --
600-Amp Elec
Contours
CATV - --- ��.----
Underground Telephone uT
Typical Crosswalk Location 0 T
....... ....ib ; f
Setback Line
......... „......
FDC >
Cleanout o
MH 0
Street Light
Transformers
Switch Gear
Fire Hydrant (g
Water Meter C
ESidewalk Drive/pavement
Area Area
NOTE:
1. ALL Radius & Dimensions Shown are
Measured to F/C, Unless Otherwise Noted.
j All curbs and curb ends designated as
;FIRE
NE
ONLY
t_
firelones on plans 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.
* 8" (eight inch) high if stripe and white
lettering are painted on surface of
pavement.
c;a BSS FIRE LA -N', ff-cJ E2_3 ?..3 FIRE LANE "M 0 O
FIRE LANE STRIPING
18" x 12"
See Ordinance for
additional Information
FIRE LAS N fN,,
~ni�,Ili'
TX Firm # F- T 443
T.979.260.6 j63
F.979.260.3 164
511 UNIVERSITY DRIVE EAST
SUITE 204
COLLEGE STATION, TX 17784C
PLAN & DESIGN SPEC STS IN
CIVIL ENGINEERING * HYDRAULICS
HYDROLOGY * UTILITIES * STREETS
SITE PLANS * SUBDIVISIONS
www.mitchellandmorqc n.com
Firm #F 1443
0 /31/1'
.:q2' ...................... ..
VERONICA J.8. MORG N
......................................
77689
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PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX.
200' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.3
Ill ;II , l
N—N1\
v
\ \ i
\~ �\N
Hike &
Bike Trail
X \
OO O�^
`-
OUTSIDE CITY 9, 000��'
O� �4O
I -IM ITS X
Lot 3 PARKING LEGEND
Parking Spaces Provided
Blo c -k �" ��� ` Handicapped Parking Spaces Provi,
:- Parkgng Spaces Required
9 : 8 2 ACRES
ZONED: PDD
'-�1F CAPSTONE—CS,LLC
R'e .., -1'20:76 Acres
8900/148--,
7.5' Side
Setback -
Future
Lot 3
9 82----ACRE_S__
ZONED: PDD
NF CAPSTONE—.CS,LLC
Rem. 120.76 Acres
_.-- 8900/ 148
0H
Electrical
Pole—TYP
_ I Sle: � I
inch =co60 feet
4
"Q`�-`
�
s
N r
1 In
a Y
r
/A
O�
1
rFcv nen fit'
12
1394
UNIT NAME
Lod e 1 Bed
opt BUILDIN
6 1
# OF
S # OF UNITS BEDROOMS
PER UNIT
3 1 Is
# OF PARKING TOTAL PARKING
SPACES REWD
1,1.25,1.5 SPACES REQ'D
1.5 27
Lodge 2 Bed
5
OUTSIDE C ITY
2 a
1.5
45
Lod e 3 Bed
W �4�
3 1
K
MTS -�
153
Lodge 4 Bed
12
1394
UNIT NAME
Lod e 1 Bed
opt BUILDIN
6 1
# OF
S # OF UNITS BEDROOMS
PER UNIT
3 1 Is
# OF PARKING TOTAL PARKING
SPACES REWD
1,1.25,1.5 SPACES REQ'D
1.5 27
Lodge 2 Bed
5
3
2 a
1.5
45
Lod e 3 Bed
17
3 1
3
1
153
Lodge 4 Bed
10
3 1 l7
4 I1,20
1
120
Manor
5-5 Duplex
8
42
4
2
5 in 0
5
1
1
160
420
4-4 Duplex
7
2 14
4
1
56
3-3 Duplex
13
2 2G 2
3
1
78
5 Bed Cotta a
4 Bed Cottage
18
18 71
1
1
5 0
4 12
1
1
90
72
3 Bed Cottage
40 1
1
3 120
1
120
2 Bed Cottage
1 Bed Cottage
12 1
11
1
1
2 7A
1
1.5
1.5
36
16.5
TOTAL
207
A !
' /I ��
_
1393.5
Lot TVpe
Interior Sq.
Feet
#Stories Overall Ht.
FlreFlow #Hydrants
Red Re d
1 5 Bed Manor Unit
7218
2
30'-8"
2250
2
2 5Bed Manor Unit
7156
2
30'-8"
2250
2
3 5 Bed Manor Unit
7156
2
30'-8"
2250
2
4 5 Bed Cottage
1789
2
30'-6"
1500
1
5 15Bed Manor Unit
7218
1 2
30'9' 1
2250
2
6 5 Bed Manor Unit
7218
2
30'-S"
2250
2
7 5 Bed Manor Unit
7156
2
30'-S"
2250
2
8 5 Bed Manor Unit
7156
2
30'-8"
2250
2
9 5 Bed Cottage
1789
2
30'4"
15011
1
10 5Bed Manor Unit
7218
2
30'-8"
2250
2
11 5 Bed Cottage
1789
2
30-6"
1500
1
12 5 Bed Duplex Unit
3668
2
30'-10"
1750
1
13 Is Bed Duplex Unit
3668
2
30'-10"
1750 1
1
14 5 Bed Duplex Unit
3668
2
30'40"
1750
1
15 5 Bed Duplex Unit
3668
2
30'-10"
1750
1
16 5 Bed Cottage
1789
2
30'-6"
1500
1
17 5 Bed Cottage
1789
2
30'-6"
1500
1
IS 3 Bed 2 Story Cottage
1280
2
25'-5"
1500
1
19 5 Bed Cottage
1789
2
30'4"
1500
1
20 3 Bed 2 Story Cottage
1280
2
25'-5"
1500
1
21 3 Bed 2 Story Cottage
1280
2
25'-5"
1500
1
22 5 Bed Cottage
1789
2
30'-6"
1500
1
23 5 Bed Cottage
1789
2
30'-6"
1500
1
24 3 Bed 2 Story Cottage
1280
2
25'-5"1500
1
1
25 3 Bed 2 StoryCottage
1280
2
25'-5"
1500
1
26 3 Bed 2 StoryCottage
1280
2
25'-5"
1500
1
27 5 Bed Cottage
1789
2
30'-6"
1500
1
28 5 Bed Cottage
1789
2
30'-6"
15W
100
29 1 Bed Cottage
512
1
13'-8"
15
1
30 1 Bed Cottage
512
1
8
13'-"
00 15
1
31 4 Bed Cottage
1451
2
22 '-9"
00 15
1
32 4 Bed Cottage
1451
2
22'4-
1500
1
33 5 Bed Cottage
1789
2
30'-6"
ISM
1
34 3 Bed 2 StoryCottage
1280
2
25'-5"
1500
1
35 3 Bed 2 Story Cottage
1280
2
25'-5"
1500
1
36 3 Bed 2 Story Cottage
1280
2
25'-5"
1500
1
37 5 Bed Duplex Unit
3668
2
30'-10"
1750
1
38 5 Bed Duplex Unit
3668
2
30'-10"
1750
1
39 5 Bed Du lex Unit
3668
2
30'-10"
1750
1
40 5 Bed Duplex Unit
3668
2
30'-10"
1750
1
41 5 Bed Du lex Unit
3668
2
30'-10"
1750
1
42 5 Bed Duplex Unit
3668
2
30'-10"
1750
1
43 3 Bed 2 Story Cottage
1280
2
25'-5"
3500
1
44 5 Bed Duplex Unit
3668
2
30'-10"
1750
1
45 5 Bed Duplex Unit
3668
2
30'-10"
1750
1
46 5 Bed Duplex Unit
3668
2
30'-30"
1750
1
47 5 Bed Du IEx Unit
3668
2
30'-10"
1750
1
48 4 Bed Cottage
1451
2
22'-9"
1500
1
49 3 Bed 2 Story Cottage
1280
2
25'-5"
1500
1
50 5 Bed Duplex Unit
3668
2
30'-10"
1750
1
51 3 Bed Duplex Unit
25W
2
25'-5"
1500
1
52 4Bed Duplex Unit
2950
2
22'4" -
1500
1
53 3 Bed Duplex Unit
2560
2
2515"
1500
1
54 3 Bed Duplex Unit
2560
2
25'5"
1500
1
55 5 Bed Duplex Unit
3668
2
30'-10"
1750
1
56 5 Bed Duplex Unit
3668
2
30'-10"
1750
1
57 5 Bed Duplex Unit
3668
2
30'-10"
1750
1
58 5 Bed Duplex Unit
3668
2
30'-10"
1750
1
59 5 Bed Duplex Unit
3668
2
30'-10"
1750
1
60 3 Bed Duplex Unit
25W
2
25'-5"
1500
1
61 4 Bed .Cottage
1451
2
22'-9"
1500
1
62 3 Bed 2 Story Cottage
1280
2
25'-5"
1500
1
63 3Bed 2 Story Cotta -`e
-. 1280
2
25'-5"
1500
1
64 3 Bed 2 Story Cottage
1280-.
2
25'-5"
1500
1
65 1 Bed Cottage
512
- 1. -
2V-2"
3500
1
66 5Bed Du lex Unit
3668
2
s0-10"
1750
1
67 .1 ad Du lex Unit
3668
2
30-10"
1750
1
68 5Bed Cottage
1789
2
30-6"
1500
1
69 ISBedDuplexUnIt
3668
2
30-10"
1750
1
Lot
Interior - `
.Feet #Stoles Overeu Ht..
Fire Flow #Hydrants
;:Re d:: Re d
139 4Bed Cottage
1451
2
22-9
35D0
1
140 5 Bed Cottage
1789
2
_ 3"Y-6" '
1500
1
141 2 Bed Cottage
832
1
16'-2"
1500
1
142 1 Bed Cottage
512
1
13'-8"
1500
1
143 4 Bed Cottage
1451
2
22'-9"
1500
1
144 2 Bed Cottage
832
1
I6'-2'
1500
1
145 3 Bed 2 Story Cottage
1280
2
25'-5"
1500
1
146 2 Bed Cottage
832
1
16'-2"
1500
1
147 2 Bed Cottage
832
1
16'-2°
15W
1
148 5Bed Duplex Unit
3668
2 -
30=10"
1750
1
149 5Bed Duplex Unit
3668
2
3014':1:"
1750
1
150 5 Bed Duplex Unit
3668 _-
2
30'-10"-
`1700
1
151 5Bed Duplex Unit
.3668
2
?0'-10"
1750
1
152 5Bed Duplex Unit
3668
2
30'-10"
1750 -..
1
153 5 Bed Duplex Unit
3668
2
30'-10"
1750
1
154 5 Bed Duplex Unit
3668
2
30'-10"
1750
1
.155 5Bed Duplex Unit
3668
2
30'-10°
1750
1
156 5Bed Duplex Unit
3668
2
30'-10"
1750
1
157 SBed Duplex Unit
3668
2
30'-10"
1750
1
158 3 Bed I Story Cottage
1141
1
15-2"
1500
1
159 3 edIStoryCottage
1141
1
15'-2"
1500
1
100 4 Bed Cottage
1451
2
22'-9"
1500
1
161 3Bed 2 Story Cottage
1280
2
75'-5"
1500
1
162 3Bed 1 Story Cottage
1141
1
15'-2"
1500
1
163 2 Bed Cottage
832
1
16'-2"
1500
1
164 4 Bed Cottage
1451
2
22'-9"
1500
1
165 2Bed Cottage
832
1
10-2"
1500
1
166 4Bed Cottage
1451
- 2: -
22'-9"
1500
1
1672Bed Cottage
832
1
-2
16'"
1500
1
168 2Bed Cottage
832
1
16'-2"
1500
1
169 5Bed Cottage
1789
2
30'-6°
1500
1
170 3 Bed Lodge Unit
3240
3
42'-4'°
- 1500
1
171 3 Bed Lodge Unit
3240
3
42'-4"
L500
1
172 1 Bed Lodge Unit
1782
3
42'-4"
LS00
1
173 1 Bed Lodge Unit
1782
3
42'4"
1500
1
174 3 Bed Lodge Unit
3240
3
42'-4"
1500
1
175 3Bed Lodge Unit
3240
3
42'-4"
15W
1
176 3 Bed Lodge Unit
3240
3
42'-4"
1500
1
177 3 Bed Lodge Unit
3240
3
4Z-4"
1500
1
178 3 Bed Lodge Unit
3240
3
42'4"
1500
1
179 3 Bed Lodge Unit
3240
3
4Z-4"
1500
1
180 2Bed Lodge Unit
2592
3
42'-4"
1500
1
181 2 Bed Lodge Unit
2592
3
42'-4"
1500
1
182 4 Bed Lodge Unit
4212
3
42'-4"
15W
1
183 4 Bed Lod a Unit
42]2
3
42'-4"
1500
1
184 4 Bed Lod a Unit
4212
3
42'-4"
1500
1
185 4 Bed Lode Unit
4212
3
42'-4"
1500
1
186 4 Bed Lodge Unit
4212
3
42'-4"
1500
1
197 4Bed Lode Unit
4212
3
42'-4"
1500
1
188 3 Bed Lodge Unit
3240
3
42'-4"
1500
1—
M 3 Bed Lodge Unit
3240
3
4Z-4"
1500
1
190 2 e Lode Unit
2592
3
42'-4"
1500
1
191 3 Bed Lodge Unit
3240
3
42'-4"
1500
1
192 4Bed Lodge Unit
4212
3
42'4"
1500
1
193 4Bed Lodge Unit
4212
3
42'-4"
1500
1
194 3Bed Lodge Unit
3240
3
42'-4"
1500
1
195 2Bed Lodge Unit
2592
3
42'-4"
1500
1
196 2 Bed Lodge Unit
2592
3
42'-4"
1500
1
197 3Bed Lod a Unit
3240
3
42'4"
1500
1
198 4Bed Lodge Unit
4212
3
04"
1500
1
199 3 Bed Lode Unit
3240
3
42'4"
1500
1
200 SBed Lod a Unit
1782
3
42'-4"
ISM
1
201 1Bed Lodge Urit
1782
3
42'-4"
1500
1
202 3 Bed Lodge Unit
3240
3
42'-4"
1500
1
203 4Bed Lodge Unit
4212
3
42'-4"
1500
1
204 3 Bed Lodge Unit
3240
3
42'1"
1500
1
205 3Bed Lod a Unit
3240
3
42'-4°
1500
1
206 S Bed Lod a Unit
1782
3
42 4
3500
1
207 1 Bed Lodge Unit 1
1782
3
42-N'
SSW
1
Total lnteio,Sq.Feet
510775
`
r
Le end
Property Boundary — —
Ec&ement
Fire Lane "- FIRE LAME " •. •• FIRE LANE
Water One WL
Sanitary Sewer Line ss
Electrical Service -----uE-----
1 Phase Elec
3 Phase Elec
600 -Amp Elec,� o M
Contours --J.1- -
CATV --
Underground Telephone - -uT ---- -
Typical Crosswalk Location F7/;�r-jfj
Setback Line ` . .... .
.......................
FDC >
Cleanout O
MH °0
Street Light
Transformers tl
Switch Gear
Fire Hydrant Q
Water Meter
�.
y�N Sidewalk Drive/pavement
r r.«.
'� Area Area
NOTE:
1. ALL Radius & Dimensions Shown are
Measured to F/C, Unless Otherwise Noted.
Let
Int dor Sq.
eet
#Stoles Overall HLI
FireFlow #Hydrants
Red Re d
70 5 Bed Du lax Unit
(3668
2
30'-ICr
1750
1
71 FS Bed Du lax Unit
lil 8
2
30'-10"
1750
1
72 5 Bed Du lax Unit
11668
2
WAD"
1750
1
73 52ed Du lax Unit
3668
2
30-10"
1750
1
74 5 Bed Du lax Unit
3668
2
30'-10"
1750
1
75 5 Bed Du lax Unit
3668
2
30'-10"
1750
1
76 5 Bed Duplex Unit
13668
2
30'-10"
1750
1
77 5 Bed Duplex Unit -
13668
2
30'-10"
1750
1
4Bed Du lax Unit
12950
2
2Z-9"
1500
1
_M
79 3 Bed Duplex Unit
125W
2
25'-5"
1500
1
80 3Bed Du lexUnit
12560
2
25'-5"
1500
1
81 3Bed Du lax Unit
12560
2
25'-5"
1500
1
82 5 Bed Du lax Unit
13668
2
30'-10"
1750
1
83 3Bed 2Story Cottage
11280
2
25'-5"
1500
1
84 2 Bed Cottage
1832
1
16'-2"
1500
1
85 3 Bed 2 Stary Cottage
1280
1 2
25'-5"
1500
1
86 13 Bed 2Story Cottage
11280
2
25'-5"
1500
1
87 12 Bed Cottage
1832
1
16'-2"
1500
1
88 13 Bed Duplex Unit
12560
2
25'-5"
1500
1
89 5 Bed Cottage
11789
2
1 30'-6"
1500
1
90 38ed2Sto Cottage
11280
2
1 25'-5"
1500
1
91 1 Bed Cottage
1..512
1
13'-8"
1500
1
92 1 Bed Cott - e
1'..512
' 1
13'-8"
1500 _
1
93 3Bed25t Cottage
11280
1 2
25'-5"
1500
1
94 3Bed 2SIM Cottage
11280
2
25'-5"
1500
1
95 2 Bed Cott aa_
1'..832
1
16'-2"
ism
1
96 5 Bed Cott a
11789
2
30'-6"
1500
1
97 5 Bed Cotta a
11789
2
30'-6"
1500
1
!F Led2StdrtCattage
11280
2
1 25-5"
1500 1
1
99 38ed25td Cotta a
11280
2
25'-5"
1500
1
100 3Bed2Sto Cotta a
1280
2
25'-5"
1500
1
101 3 Red Duplex Unit
2560
2
25'-5"
1500
1
1D2 40edCotta a
1451
2
22'-9"
1500
1
103 3Bed 2SIO Cottage
(1280
2
25'-5"
1500
1
104 5Bed Cotta a
11789
2
30'-6"
1500
1
105 4Bed Cott@ a
14S1
2
22'-9"
1500
1
106 1 Bed Cotta
1512_
1
13'-8"
1500
1
107 1 Bed Cott - e
1512
1
13'-8"
1500
1
log 18ed Cotta a
1512
1
13'-8"
1500
1
109 3 Bed Du lax Unit
2
25'-5"
1500
1
110 14Bed Du lax Unit
2950
2
22'-9"1500
1
111 3Bed Duplex Unit
2560
2
75'-5" 1
1500
1
112 48ed Du lex Unit
12950
2
22'-9"
1500
1
113 3 Bed Duplex Unit
12560
2
25'-5"
15W
1
114 4 Bed Cottage
11451
2
22'-9"
1500
1
115 4Bed Cotta a
11451
2
22-9
]500
1
116 3 Bed Du lax Unit
2560
2
25'-5"
1500
1
117 3Bed 2Sttl Cotta e
2
25'-5"
1500
1
118 4BedCotta a
11451
2
22'-9"
1500
1
119 38ed25td Cotta a
(1280
2
25'-5"
1500
1
120 3Bed 25td Cotta a
1280
2
25'-5"
1500
1
121 38ed2Std Cotta a
080
2
25'-5"
_
1500
_ _
1
122 3 Bed i5teES2tta a
4141
_
1
IS' -2"
150D
_-,
1
173 3 Bed 25td Cotta a
11280
2
25'-5"
1500
1
124 4 Bed Cottage
11451
2
1 22'-9"
1500
1
175 3 Bed 1 Sto Cotta a
11141
1
1 I9-2"
1500
1
126 1 Bed Cottage
1512
1
13'-8"
1500
1
127 11 Bed Cottage
1512
1
13'-8"
1500
1
128 4Bed Cottage
4451
2
22'-9"
1500
1
129 2Bed Cottage
1932
1
16'-2"
1500
1
130 4Bed Cottage
11451
2
2Z-9"
1500
1
131 3Bed25to Cotta a
(1280
2
25'-5"
1500
1
132 48ed Cotta a
11451
1 2
22'-9"
1500
1
133 3Red225Cotta a
11280
1 2
25-5"
1500
1
134 3 Bed 2 St6 Cotta a
11280
2
254"
1500
1
135 4Bed Du lex Unit
1 2950
2
22'-9"
1500
1
136 4Bed Du lex Unit
2950
2
22'-9"
15W
1
137 4 Bed Du Iex Unit
2950
2
22LY' 1
1500
1
138 3Bed25to Cotta a
7280
2
25l-5"
1500
1
uildings are lype V R Constntctlon _
xigesareSpinklere Un(ts d tg,0
IPI'� `��
A�
g3 gg pJUN 02 Zoll
REVIEWED OR
C011LAWL MICE
JUN �_ i i
t
'LL 1
ENGINEERING
ifl MET H/C PKG. SIGN -WHITE LETTERS,
SYMBOLS & STRIPES ON BRIGHT
BLUE BACKGROUND
1 2" VAN
(TYP) PARKING ADD'L SIGN @ VAN SPACE ONLY
ONLY
R 1-1/2" -TYP.
1211
EFER TO SPECS FOR CUSTOM SIGN POSTS -3" POST
00 6"- GV STD ST PIPE -FILL W/ CONC.
to
I 1/2" EXP. JOINT
N
1 " SLOPE CONC
=WALK
Tull ilk I —
LJ �>I c f—• I I I, —
d
CONCRETE FOOTING
5/8"x 8" STEEL BAR THRU POST
" INSTALL ONE SIGN PER LOCAL ORDINANCE
° "UNAUTHORIZED VEHICLES PARKED IN
DESIGNATED ACCESSIBLE SPACES NOT
-)DISPLAYING DISTINGUISHING PLACARDS
1 '1 LICENCE
DISABILITIES WILL BYFINED.
EISSUED PERSONS
(D�) WITH
lNS LATIN IL
k1 + : OV
lanninm, 1i f: a � , :i 1 �
PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEWAN DRIVE AppROX
200' NORTH OF INTERSECTION WITH FM 2818. X= 3553401.31, Y= 10190935.10. Bev= 322,/9-3,
--
|
Lot 1
Ld
co Block 3
Q) 0.88 ACRES
5' PAE ZONED: PDD
VARIABLE WIDTH,,-0`.U.E.
0000
Exist 8'
SideNalk
6, BUS SHELTER
Prop. 18" HD.PE TO BE DEFINLU
R25 5'
ADDENDUM
BY FUTU
5.
us star)
IR
11 Is
TE
Prop.. 18
HDPE
R1-1(2*x2
Prop C.O.
(ryP)
_
WN
I
�
�
|
1.3
ss
1
Future Lot
Block 5
12.05 ACRES
ZONED: PDD
NF CAP3STONE—CS,LLC
8900\X 148
F,\
°
VIEW
A.
q 10
711
Ne
Z 5F
VICINITY I MAPNTS
nstoneSidewalkEAS MENT BYSE ARATE
MI -0-1 Exist. Pavem nt
Wall
�11�-__ 5NR RESIDENT GATES
10 k
Stcl
4 Pi P r,4 e
R2O'
1
O^ Stop
Legend
MITCHELL
EN& ME
IVIORGA�d
Property Boundary
Easement
511 UNIVERSITY DKIVt tAW
Fire Lane --- FIRE LANE -- FRE
LANE
PLAN & DESIGN SPEC STS IN
CIVIL ENGINEERING * HYDRAULICS
Sanitary Sewer Line — -
—ss
Electrical Service -UE
Firm #
00
1 Phase Elec —i
VERONICA J.13. 1101—
1 14
iStteet
Light
Prop C.O.
(ryP)
_
WN
I
�
�
|
1.3
ss
Future Lot
Block 5
12.05 ACRES
ZONED: PDD
NF CAP3STONE—CS,LLC
8900\X 148
F,\
°
VIEW
A.
q 10
711
Ne
Z 5F
VICINITY I MAPNTS
nstoneSidewalkEAS MENT BYSE ARATE
MI -0-1 Exist. Pavem nt
Wall
�11�-__ 5NR RESIDENT GATES
10 k
Stcl
4 Pi P r,4 e
R2O'
1
O^ Stop
Legend
MITCHELL
EN& ME
IVIORGA�d
Property Boundary
Easement
511 UNIVERSITY DKIVt tAW
Fire Lane --- FIRE LANE -- FRE
LANE
PLAN & DESIGN SPEC STS IN
CIVIL ENGINEERING * HYDRAULICS
Sanitary Sewer Line — -
—ss
Electrical Service -UE
Firm #
00
1 Phase Elec —i
VERONICA J.13. 1101—
1 14
CATV
Underground Telephone
Typical Crosswalk Location
=M/ �22
MH 0
Street Light
Tr nsformers
Switch Gear
Fire Hydrant
Water Meter
Sidewalk
Drive/pavement
11,10 Area
Area
1. ALL Radius & Dimensions
Shown are
Measured to F/C, Unless Otherwise Noted.
VICINITY I MAPNTS
nstoneSidewalkEAS MENT BYSE ARATE
MI -0-1 Exist. Pavem nt
Wall
�11�-__ 5NR RESIDENT GATES
10 k
Stcl
4 Pi P r,4 e
R2O'
O^ Stop
Legend
MITCHELL
EN& ME
IVIORGA�d
Property Boundary
Easement
511 UNIVERSITY DKIVt tAW
Fire Lane --- FIRE LANE -- FRE
LANE
PLAN & DESIGN SPEC STS IN
CIVIL ENGINEERING * HYDRAULICS
Sanitary Sewer Line — -
—ss
Electrical Service -UE
Firm #
00
1 Phase Elec —i
VERONICA J.13. 1101—
1 14
CATV
Underground Telephone
Typical Crosswalk Location
=M/ �22
MH 0
Street Light
Tr nsformers
Switch Gear
Fire Hydrant
Water Meter
Sidewalk
Drive/pavement
11,10 Area
Area
1. ALL Radius & Dimensions
Shown are
Measured to F/C, Unless Otherwise Noted.
MITCHELL
EN& ME
IVIORGA�d
TX Firm # F 443
511 UNIVERSITY DKIVt tAW
SUITE 204
COLLEGE STATION, TX 177840
PLAN & DESIGN SPEC STS IN
CIVIL ENGINEERING * HYDRAULICS
SITE PLANS * SUBDIVIS !ONS
Firm #
00
1443
31/11
VERONICA J.13. 1101—
1 14
In
PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEWAN DRIVE APPROX.
200' NORTH OF INTERSECTION WITH RW 2818. X= 3553451.31. Y= 10199936.19. E|ev= 322.2.3
{
�
Det
�J C
�—�
Prop.
4'x4' RCB/
`
'
tt'"=zse.0 U.U.
TYPE J- CURB
FOR USE YNTM CONCRETE PAVEMENT OR APRON
NOT A SEPARATE PAY ITEM
NTS
FILENAME: type2—curb.dwg
PLOTTED: 08Oct n04-amprn
DRILL & EPDXY
#J BARS x 8^ @
.
6" CONCRETE
STAB ON CURB ON EXISUNG
FILENAME: STAB curb on e.
pun7Eo m Feb 2005 - `�xm on,
n/a
`
'
1:
MITCHELL
MORGAN
TX Firm # F-11 443
F.979.260, �564
511 UNIVERSITY DRIIE EAST
yj
SUITE 204 1
COLLEGE STATION, i
PLAN & DESIGN SPECIALISTS IN
CIVIL ENGINEERING * HY)RAUUCS
HYDROLOGY * UTILITIES * STREETS
5/31/11
-RONICA J.
o
Co
VIEW
ffg
Al
Unt
43
41
1:
MITCHELL
MORGAN
TX Firm # F-11 443
F.979.260, �564
511 UNIVERSITY DRIIE EAST
yj
SUITE 204 1
COLLEGE STATION, i
PLAN & DESIGN SPECIALISTS IN
CIVIL ENGINEERING * HY)RAUUCS
HYDROLOGY * UTILITIES * STREETS
5/31/11
-RONICA J.
o
Co
PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX,
200' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322,23
i E s�aie: ��
1 inch 30 feet i
SIDEWALK
HANDICAPPED PARKING
IDENTIFICATION LOGO TO
BE PAINTED ON PAVING
(WHITE LETTERS SYMBOLS
& STRIPES ON BRIGHT
BLUE BACKGROUND)
o_ o
I �
__ i 24" DIAMETER
L/C SYMBOL DETAIL
NTS
ITY MAP
NTSI
SIDEWALK
111,1,
0%0 ;, ry
i
-.' r__..._.,.,r,�,..,, ,-� .�?.. ..- ..
1
KLA �.. ". 1'i �i 1
• . ... _ .
i,,
Yl ji
1 i� i 1
w
a
i. j
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f
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IT
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m ,_
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i L /
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.;�\�' .•t _ f`
hci`3�,`'}'p �£3i��
Vt`"TTm,7`mv
f l' V'? w .!:
I
i E s�aie: ��
1 inch 30 feet i
SIDEWALK
HANDICAPPED PARKING
IDENTIFICATION LOGO TO
BE PAINTED ON PAVING
(WHITE LETTERS SYMBOLS
& STRIPES ON BRIGHT
BLUE BACKGROUND)
o_ o
I �
__ i 24" DIAMETER
L/C SYMBOL DETAIL
NTS
ITY MAP
NTSI
SIDEWALK
111,1,
0%0 ;, ry
PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX.
200' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, Y= 10199936,19, Elev= 325,23
I
I } �
. f i ' ♦l t _.
Future
Lot 3
Block -1-
9.82 ACRES
ZONED: PDD
CAPSTONE-CS,LLC
em. 120.76 Acres
8900/148
6F6PS2!!!!n
t_
*1 inchSc= ale: 30 feet
`e'
'•..... rte; ,m...? i, Eti. `\ f'...1 ��._,sV,t ._f7
Legend
Property Boundary - -
Easement - -
Fire Lane ; PE . �E : _ .. FIRE LANE .. r.,
Water Line WL
Sanitary SewerLine ss
Electrical Service u`-- -
1 Phase Elec - -----_�_--
3 Phase Elec -- 3 --
600 -Amp Elec
Ex.Contours
CATV ----
Underground Telephone UTI
Typical Crosswalk Location r;
Setback Line
. .........................
FDC >
Cleanout Q
MH Q
Street Light
Transformers
Switch Gear
Fire Hydrant C1
Water Meter
Y Y Sidewalka Drive/pavement
Area Area
NOTE:
1. ALL Radius & Dimensions Shown are
P,tjoPlanni
Buildin #
Type
I,
Pk Demand
Total by FU
-3-
Meter
Size
139
-y
19.2
36.7
139
1"
140
5 Bed Cottage
21.5
r �tP
t \ 1 t
i..
VERONICA J.8. .............................. MORGAN
141
2Bed Cottage
16
37.5
141
1"
142
1 Bed Cottage
12.8
143
143
4 Bed Cottage
19.2
32
143
1"
144
2 Bed Cottage
16
L 1 :.i
-`.
W
C:
145
3 Bed 2 Story Cottage
17.5
33.5
145
-•`=?: , \. a . f dna• `"
�� 1 '"" Vr.
2 Bed Cottage
16
147
147
r8 W> }CflLi r(
'
32
147
F
148
5 Bed Duplex Unit
43
:
.
-•
tZ
149
sty ,,J > 4`� .,wE�£. "j u 4 �j~i' t . *
3 r { ��4 `
4
86
149
1 11/2"
i r
5 Bed Duplex Unit
43
A✓v
151
151
5 Bed Duplex Unit
C
f
86
151
` r ; ��__. r*+- � yal �y„C 'iia iy, •"
x • � r ��- ��'�-'�u't %�� �r: �%� �`�- r �'�
r� ', ji• �� \ _ At�'w`c�
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CURREN7`',.t F ' �'� �'• r` ;.
5 Bed Duplex Unit
43
> oa
Fl �
t�/EW '' ,•(
153
fir
aj
a
F
86
153
i1 < [„ri.L•ytb f.�}
�" � �� �i �; Ey
;
lr. ,V3i ..3
mac. 1
5 Bed Duplex Unit
43
u 4�Lt_�_.• `�'`3{'.nyn .o
1
b �� 'r ,� ...• t it j' }
f �+ZI
155
p
I N,
43
86
155
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Ay'�=� S 1 t Y
5 Bed Duplex Unit
43
rT`��
A@rr•,� \ g,: �A,. rats t:.ls+3r. f +!
*
''-.<\ .• E h`y� ,26
Eq
O
157
5 Bed Duplex Unit
43
86
157
11/2"
158
3 Bed 1 Story Cottage
17.5
159
159
3 Bed 1 Story Cottage
17.5
35
159
1"
160
4 Bed Cottage
19.2
161
161
3 Bed 2 Story Cottage
17.5
36.7
161
1"
t
3 Bed 1 Story Cottage
17.5
�^
r �� .•` `tyro-''
163
2 Bed Cotta a
Legend
Property Boundary - -
Easement - -
Fire Lane ; PE . �E : _ .. FIRE LANE .. r.,
Water Line WL
Sanitary SewerLine ss
Electrical Service u`-- -
1 Phase Elec - -----_�_--
3 Phase Elec -- 3 --
600 -Amp Elec
Ex.Contours
CATV ----
Underground Telephone UTI
Typical Crosswalk Location r;
Setback Line
. .........................
FDC >
Cleanout Q
MH Q
Street Light
Transformers
Switch Gear
Fire Hydrant C1
Water Meter
Y Y Sidewalka Drive/pavement
Area Area
NOTE:
1. ALL Radius & Dimensions Shown are
P,tjoPlanni
Buildin #
Type
Pk Demand
by FU m
Pk Demand
Total by FU
Meter
Number
Meter
Size
139
4 Bed Cottage
19.2
36.7
139
1"
140
5 Bed Cottage
21.5
r �tP
141
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141
2Bed Cottage
16
37.5
141
1"
142
1 Bed Cottage
12.8
143
143
4 Bed Cottage
19.2
32
143
1"
144
2 Bed Cottage
16
145
W
C:
145
3 Bed 2 Story Cottage
17.5
33.5
145
1"
146
2 Bed Cottage
16
147
147
2 Bed Cottage
16
32
147
1"
148
5 Bed Duplex Unit
43
149
tZ
149
5 Bed Duplex Unit
43
86
149
1 11/2"
150
5 Bed Duplex Unit
43
151
151
5 Bed Duplex Unit
43
86
151
11/2"
152
5 Bed Duplex Unit
43
153
153
5 Bed Duplex Unit
43
86
153
11/2"
154
5 Bed Duplex Unit
43
155
155
5 Bed Duplex Unit
43
86
155
11/2"
156
5 Bed Duplex Unit
43
157
Eq
O
157
5 Bed Duplex Unit
43
86
157
11/2"
158
3 Bed 1 Story Cottage
17.5
159
159
3 Bed 1 Story Cottage
17.5
35
159
1"
160
4 Bed Cottage
19.2
161
161
3 Bed 2 Story Cottage
17.5
36.7
161
1"
162
3 Bed 1 Story Cottage
17.5
163
163
2 Bed Cotta a
16
33.5
163
1"
164
4 Bed Cottage
19.2
165
165
2 Bed Cottage
16
35.2
165
V.-
166
4 Bed Cottage
19.2
19.2
166
3/4"
167
2 Bed Cottage
16
168
168
2 Bed Cottage
16
32
168
1"
169
5 Bed Cottage
21.5
29.5
169
1"
170
3 Bed Lode Unit
52.5
52.5
170
11/2"
171
3 Bed Lod a Unit
52.5
172
172
1 Bed Lod a Unit
38.4
90.9
172
11/2"
173
1 Bed Lod a Unit
38.4
174
174
3 Bed Lodge Unit
52.5
90.9
174
11/2"
175
3 Bed Lode Unit
52.5
52.5
175
11/2"
176
3 Bed Lode Unit
52.5
177
177
3 Bed Lodge Unit
52.5
105
177
2"
178
3 Bed Lodge Unit
52.5
52.5
178
11/2"
179
3 Bed Lodge Unit
52.5
180
180
2 Bed Lodge Unit
48
100.5
180
11/2"
181
2 Bed Lode Unit
48
48
181
1"
182
4 Bed Lode Unit
57.6
183
183
4 Bed Lode Unit
57.6
115.2
183
1 2"
184
4 Bed Lode Unit
57.6
185
185
4 Bed Lode Unit
57.6
115.2
185
Y'
186
4 Bed Lodge Unit
57.6
187
187
4Bed Lode Unit
57.6
115.2
187
T.
188
3 Bed Lodge Unit
52.5
189
189
3 Bed Lodge Unit
52.5
105
189
2"
190
2 Bed Lodge Unit
48
191
191
3 Bed Lodge Unit
52.5
100.5
191
11/X'
192
4 Bed Lode Unit
57.6
193
193
4 Bed Lode Unit
57.6
115.2
193
2"
194
3 Bed Lode Unit
52.5
195
195
2 Bed Lode Unit
48
100.5
195
11/2"
196
2 Bed Lode Unit
48
197
197
3 Bed Lode Unit
52.5
100.5
197
11/2"
198
4 Bed Lode Unit
57.6
199
199
3 Bed Lode Unit
52.5
110.1
199
2"
200
1 Bed Lode Unit
38.4
201
201
1 Bed Lode Unit
38.4
76.8
201
11/2"
202
3 Bed Lode Unit
52.5
203
203
4 Bed Lodge Unit
57.6
110.1
203
2"
204
3 Bed Lode Unit
52.5
205
205
3 Bed Lodge Unit
52.5
105
205
2"
206
1 Bed Lode Unit
38.4
207
207
1 Bed Lodge Unit
38.4
76.8
207
11/2"
M
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169
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511 UNIVERSITY DIVE EAST
SUITE 20,
COLLEGE STATION, X 77840
PLAN & DESIGN SPECIALISTS IN
CIVIL ENGINEERING * HYD ILICS
HYDROLOGY * UTILITIES * STREETS
SITE PLANS * SUBDSIONS
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VICINITY MAP
NTS
Legend
u
t
Property Boundary
—
Easement ——
Fire Lane — EIRE LANE _:_---,IRE LA
F
Water Line
wL
Sanitary Sewer Line
ss
Electrical Service
1 Phase Elec --"-
3 Phase E ec
600—Amp Elec£r
IT o}`
- - ---
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Typical Crosswalk Location
Setback Line ..... • . ... .
FDC >
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vp
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Legend
Property Boundary
—
Easement ——
Fire Lane — EIRE LANE _:_---,IRE LA
F
Water Line
wL
Sanitary Sewer Line
ss
Electrical Service
1 Phase Elec --"-
3 Phase E ec
600—Amp Elec£r
Ex.Contours ---- --
- - ---
CATV Cr.
Underground Telephone
--us----
Typical Crosswalk Location
Setback Line ..... • . ... .
FDC >
Cleanout no
MH Q
Street Light
Transformers
Switch Gear
Fire Hydrant
Water Meter C
Sidewalk
Area a A
ive/pavement
ea
NOTE:
1. ALL Radius & Dimensionshown are
Measured to F/C, Unless 0th wise Noted.
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200' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322,�.3
Future
Lot 3
Block 1
9.82 ACRES
ZONED: PDD
NF CAPSTONE—CS,LLC
Rem. 120.16 Acres
8900/148` ,,,
BTU CH ELEC.
LINE
LIMITS OF
PERIMETER FENCE
TRASH
---i,COMPACTOR —
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Future
Lot 3
Block 1
9.82 ACRES
ZONED: PDD
NF CAPSTONE—CS,LLC
Rem. 120.16 Acres
8900/148` ,,,
BTU CH ELEC.
LINE
LIMITS OF
PERIMETER FENCE
TRASH
---i,COMPACTOR —
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,
X 109P
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NTS
Legend
Property Boundary
Easement
Fire Lane --FIRE LANE --F!R[ LAIjE
Water Line WL
Sanitary Sewer Line ss
Electrical Service
1 Phase Elec — 1 o F
3 Phase Elec -- 3 o—
600—Amp Elec
Ex.Contours ------
CATV CW ----
Underground Telephone __UT
Typical Crosswalk Location
Setback Line
FDC >
Cleanout E3
MH
Street Light +
Transformers El El
Switch Gear 0
Fire Hydrant 0
Water Meter 0
Sidewalk aDrive/pavement
Area Area
NOTE:
1. ALL Radius & Dimensions Shown are
Measured to F/C. Unless Otherwise Nol:ed.
REVIEWt- D FOH
A .e%
(A. 01API. 1ANCE
JUN 0 2 2011
DEVELOPMEENJT SER' CES
PLAT FILED:
1EVIEWED'FOR'
COMPLIANCE
JUN a 2 2011
'P'OLLEGE 61ATION
ENGINEERING
TX Firm # F-1443
T.979.260.6 63
F.979.260.3)64
511 UNIVERSITY DRIVE EAST
SUITE 204
"OLLEGE STATION, T 77840
PLAN & DESIGN SPECIISTS IN
I
CIVIL ENGINEERING * t1TyKAUUL;b
HYDROLOGY * UTILITIES *1 STREETS
SITE PLANS * SUBDIVISIONS
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Legend
Property Boundary
Easement
Fire Lane --FIRE LANE --F!R[ LAIjE
Water Line WL
Sanitary Sewer Line ss
Electrical Service
1 Phase Elec — 1 o F
3 Phase Elec -- 3 o—
600—Amp Elec
Ex.Contours ------
CATV CW ----
Underground Telephone __UT
Typical Crosswalk Location
Setback Line
FDC >
Cleanout E3
MH
Street Light +
Transformers El El
Switch Gear 0
Fire Hydrant 0
Water Meter 0
Sidewalk aDrive/pavement
Area Area
NOTE:
1. ALL Radius & Dimensions Shown are
Measured to F/C. Unless Otherwise Nol:ed.
REVIEWt- D FOH
A .e%
(A. 01API. 1ANCE
JUN 0 2 2011
DEVELOPMEENJT SER' CES
PLAT FILED:
1EVIEWED'FOR'
COMPLIANCE
JUN a 2 2011
'P'OLLEGE 61ATION
ENGINEERING
TX Firm # F-1443
T.979.260.6 63
F.979.260.3)64
511 UNIVERSITY DRIVE EAST
SUITE 204
"OLLEGE STATION, T 77840
PLAN & DESIGN SPECIISTS IN
I
CIVIL ENGINEERING * t1TyKAUUL;b
HYDROLOGY * UTILITIES *1 STREETS
SITE PLANS * SUBDIVISIONS
, f"41;
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INSET 4
FOR
PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX.
200'
Grading Detail
Scale: 1"=10'
Contour Interval: 0.10'
TYPICAL FOR 5x5 DUPLEXES AND MANOR UNITS
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11 Sheet Index
18"
6„ 6„ 6..
8" WIDE TRENCH GRATE
-j— �--�-j �—� W/ FRAME, HS -20 RATED
I L_ Al J1 1I 111-H V11
PLANS (0.25% MIN)
Expansion Joint
0 18"
.W.
psi
:RETE
Grading Plan Notes from the Geotechnical Engineering Report and Addendum.
4,2 Earthwork
Construction areas should be stripped of vegetation, topsoil, and other unsuitable/debris surface material. Roots gf trees should be grubbed to
full depths. Proper site drainage should be maintained during construction so that ponding of surface runoff does flat occur arld cause
construction delays and/or inhibit site access.
Once final subgrade elevations have been achieved, the exposed subgrade should be proofroiled with a 20 ton ppeumatic roller or equivalent
equipment, such as a fully loaded dump truck, to detect weak zones in the subgrade. Weak areas detected durin6 proofroliing, as well as zones
containing organic matter and/or debris, should be removed and replaced with soils exhibiting similar classfficatidi?, moisture 1 ntent, and
density as the adjacent in-situ soils. Subsequent to proofroliing, and just prior to placement of fill, the exposed sul?grade within the construction
area should be evaluated for moisture and density. If the moisture and/or density do not meet the criteria described in the "41.2.1 Compaction
Requirements" section for on-site soils, the subgrade should be scarified to a minimum depth of 6 inches, moisture adjuster and compacted to
at least 95 percent of the Standard Effort (ASTM D 698) maximum dry density. Grade adjustments within the building areas niay be
accomplished with on-site soil or soils exhibiting similar classification, moisture content, and density as the in�ftu soils provided they are free of
organics and debris. Please refer to section "4.2.1 Compaction Requirements" for moisture and density requiroments for fill placed at this
site.
In the pavement areas, on-site soils may be considered for grade adjustments provided they are free of organics and debris. The on-site soils
should be moisture adjusted and compacted as recommended in the "4.2.1 Compaction Requirements" section of this re rt.
As previously discussed, the design parameters were provided based on the existing soil conditions. Therefore, Import fill, if planned, should
have similar characteristics as the on-site soils and may be used provided the soil is free of organics and debris. If the import Bill does not have
similar characteristics (Atterberg Limits, density, classification, etc.) as the on-site soils Terracon should be notified and provided an opportunity
to evaluate the subgrade conditions and, if necessary, revise the PTI design parameters.
4.2.1 Compaction Requirements .
Fill Lift Thickness
The fill soils should be placed on prepared surfaces in lifts not to exceed 8 inches loose measure, with compacted thickness of to exceed 6
inches.
Compaction Requirements
The on-site soils should be compacted to at least 95 percent of the Standard Effort (ASTM D 698) maximum dry density. The IT site sand soils
should be moisture adjusted to within 2 percent of the optimum moisture content. The on-site clay soils should be moisture ditioned to
between optimum and +4 percent of the optimum moisture content.
Prior to any filling operations, samples of the proposed borrow and on-site materials should be obtained fo- laboratory mofstue-density testing.
The tests will provide a basis for evaluation of fill compaction by in-place density testing. A qualified soil technician should perform sufficient in
place
density tests during the filling operations to evaluate that proper levels of compaction, including dry unit weight and moisturecontent, are being
attained.
4.2.2 Wet Weather/Soft Subgrade Considerations
Due to the increased silt and sand content of the surricial soils observed at numerous borings, proper compaction may be diff cult to achieve. In
addition, construction during and soon after wet weather periods may encounter difficulties due to wet surficial soils becomfn 11 a general
hindrance to equipment due to rutting and/or pumping of the soil surface. Site clearing may also cause additional disturbance to the surficial
soils. This condition is primarily due to their lack of cohesion (low clay content) and little to no confining pressure near the gro nd surface. If the
subgrade cannot be adequately compacted to the minimum densities as described above, one of the following methods shou Id be used to
improve the soils: 1) removal and replacement with select fill, 2) chemical treatment of the soil to drythe subgrade, or 3) dryiby natural
means if the schedule allows.
Based on our experience with similar soils, chemical treatment is the most efficient and effective method to increase the supporting value of wet
roximatel ne to 2 feet or
and soft subgrade such as that observed at this site. Chemical treatment maybe necessary to depths of u t
b9 Y rY p p o aPP Y,
greater of the near -surface silty/sandy soils, depending on the condition of the soil at the time of construction. We suggest th t a cost be
included in the construction budget for chemical treatment of the soils using a lime-flyash mixture to produce drying and to in cease the stability
of the soil if the soils are wet and/or soft at the time of construction. We recommend that this cost be in the form of a contingecy or allowance
to be used if needed.
Some building pads and parking areas shall be constructed on deep fills. Wnere the fill exceeds 24" of materiel, the fill shall t a places as
described below:
Grade adjustments within the building areas from the top of the building pad to a depth of 6 feet below final grade may a accomplished
with select fill soils, on-site soils, or soils exhibiting similar classification, moisture content, density as the in-situ soils I irovided they are
free of organics and debris.
Select fill should be used for grade adjustments made within the building areas below a depth of 6 feet below final grad .
Select fill should consist of a clean lean clay, sandy lean clay, or clayey sand (IJSCS Classification of CL or SC) with alasticity index
between 10 and 20 percent. �'
Soils placed within 4 feet of final grade for both the building and pavement areas should be compacted to at least 95 pej ent of the
Standard Effort (ASTM D 698) maximum dry density.
Soils placed below 4 feet below final grade for both the building and pavement areas should be compacted to at least 1 C 0 percent of the
Standard Effort (ASTM D 698) maximum dry density.
11
Select fill soils should be moisture adjusted to within 2 percent -of the optimum moisture content.
The on-site clay soils should be moisture conditioned to between optimum and +4 percent of the optimum moisture co tent.
If blended or mixed soils are intended for use to construct the building pads, Terracon should be contacted to help evaluate tt Ie': effectiveness of
the contractor's proposed blending process and obtain additional samples of the blended materials to evaluate if the blended s oils can be used
within the building pads. Blended soils do not occur naturally. These soils are often a blend of sand and clay and will require Tlechanical milting
at the site. If these soils are not mixed thoroughly to break down the clay clods and blend -in the sand to produce a uniform sc I matrix, the fill
material may be detrimental to the slab performance. The actual type and amount of mechanical mixing at the situ will depeni I on the amount of
clay and sand, and the properties of the clay.
e building pads, Terracon should be contacted to help evaluate the effectiveness of the contractor's proposed blending process and obtain
additional samples of the blended materials to evaluate if the blended soils can be used within the building pads. Blended so Is do not occur
naturally. These soils are often a blend of sand and clay and will require mechanical mixing at the site. If these soils are not IT fixed thoroughly to
break down the clay clods and blend -in the sand to produce a uniform soil matrix, the fill material may be detrimental to the sl' b performance.
The actual type and amount of mechanical mixing at the site will depend on the amount of clay and sand, and the properties of the clay.
I
Note:
A cast-iron plate covering shall be installed
in locations where the flume is constructed
under the sidewalk. The cost -iron plate shall /'
sit flush with the top of the sidewalk and
be bolted in place. This shall be accomplished
by constructing a recessed notch in the top ,/
inside edges of the flume. I �
COURTYARDS WITHIN ALL 5x5 DUPLEXES AND MANOR UNITS SHALL BE PROVIDED WITH A ............. GRATE INLET IN THE
CENTER OF THE COURTYARD. A 4" PVC STORM DRAIN PIPE SHALL BE INSTALLED ON THE STEEPEST GRADE POSSILBE
TO DISCHARGE THE GRATE INLET FLOW TO EITHER:
—(ALT A), THE NEAREST STORM SEWER
—(ALT B), THE GUTTER LINE OF THE PARKING LOT.
ALT A IS THE PREFERRED ALTERNATE AND SHALL BE USED IF THERE IS STORM SEWER AVAILABLE. IF ALT. B IS USED
THEN THE PIPE SHALL DISCHARGE TO A HEADWALL TERMINATING AT THE SIDEWALK TRENCH GRATE.
'f!TC+P VIEW
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j / �l f ACF Environmentaf, Inc.
Environmental
'�!\ / 2831 Card, Rd.
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I \ ''!' j Geosfnthetic Sobitions ("800) 448-3636
"NOTE: CONTRACTOR SHALL UTILIZE GUTTER GATOR SLIM AND SILTSACK PRODUCTS (OR APPROVED EQUAL) ON ALL
CURB AND GRATE INLETS WITHIN THE SITE UNLESS SOMETHING ELSE IS SPECIFIED IN THE CONSTRUCTION PLANS,
:0
SPECIFICATIONS
INSERT 1" RE9kR
1% �
1`61;: SAO REMOVAL INOTE: THE SILTSIiCKtitSILL BE N&NUFACILBiED FROM h WOVEN POLYPROPYLENE
rABRIC THAT LETS OR EXCEEDS THE FOLLOWING. SPECIFICATIONS.
FROM INLET
(REBAR NOT INCLUDED)
.e ..
(FOR AREAS OF LOV TO MODERATE PRECIPITATION AND RUN -111`03
� FU RITS TEST }FIND DINTS 1.
OPTIONAL OVERFLOW -�GRAB TENSILE STRENGTH ASTH D-4632 3011 LOS
GRAB TENSILE ELONGATION ASTH D-4632 2D X
PUNCTURE ASTH 11-4033 120 COS
1�1-.�___._,.,,.-*--' �`''• - MULL.EN BURST ASTH 7-3786 so PSI
II.:TSACK - TRAPEZOID NEAR ASTH D-4 13 120 LBS
Uv RESISTANCE AS 11-4 90 X
APPARENT OPENING SIZE ASTM 11-4751 411 US SIEVE
DLJMP LOOPS — __ 4rPi FLOQ RATE ASTM D -x491 40 Gnt/N1N/So FT
k PERN;Tr1VtIY ASTM D-4491 0;55 C `I
{RE& R NOT INCLUDED} �\ s O
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/// _�,e� tFOR AREAS LF MU11RATE 012 HEAVY PRECIPITATION AND RUN -SFS
t'�'yE,.,� - y 4� a FEITRI E1 ITS! WM WE -
/'Q.I GRAB TENSILE STRENGTH AS1H 11-4672 265 LBS
jj GRAB TENSILE. ELONGATION ASTH D-4632 2D 7
I j � .P PUNCTURE ASTH D-4833 135 LBS
jj 4 pb MLLLEN BURST ASTH n-3796 4211 PSI
TRAP 20[11 TEAR ASTH i'-4533 45 LDS
. wsitttm UV RESISTANCE ASTM 11-4355 90 '/.
vEwAPPARENT OPENING SIZE ASTM D-4nl M US SIEVE
j� FLOW RATE ASTM D-4491 2110 GAL/MIN/SO FT
(°v PERMITTIVITY ASTM D-4341 1.5 SEC -1
EIIPANWH
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EITHER ENE OF THE ABOVE FABRICS WITH AN OIL-ABSORBANT PILLOW INSERT DR.
—_- ° • ' MADE CORNETEI-Y FROM AN OIL-ABSTRBANT ^sILTSAC.K- nVITH A WOVEN PILLOW INSERE,
INSTALLATION XVAIL
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DETAIL .OF INLET SEDIMENT CONTROL DEVICE
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Your Complete Source for 834.456:0000
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T.979.260.6�,
F.979.260.564
511 UNIVERSITY DRIVE
EAST
SUITE 2041
COLLEGE STATION, TX
77840
PLAN dt DESIGN SPEC(
CML ENGINEERING * HYDRAULICS
LISTS IN
HYDROLOGY * UTILITIES
STREETS
SITE PLANS * SUBDN
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Firm
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5/ 31/11
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PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX.
200' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, Y= 10199936.19, Ele.v.= x22:53
10000"
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PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX.
200' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322:23
15.00 L.F. max. 4.00 L.F.
of 3:1 Slope max Bench
15.00 L.F. max. 4.00 L.F.
of 3:1 Slope max. Bench
Seo G '1--0.5' Deep Swale
w/ 1% Longitudinal
Slope.
6" Tall berm to —
ensure that no flows
traverse the length
of the slope,
Provide Positive
Drainage away from
Constructed Slope,
1% Min.
Constructed Slope Notes:
1. Constructed slopes will have a maximum of 3;1 Slope
2. Constructed slopes shall not exceed 5' vertical without
an intervening slope bench.
3. Slope benches shall be 4' wide (min.)
4. Slope benches shall be constructed such that the
0.5' Deep Swale flows trapped on the bench move to a collection point
w/ 1% Longitudinal where a pipe slope drain is installed to control the flow.
Slope. 5. Constructed slopes shall be in accordance with the
Grading Plan Notes on Sheet 8.
6 Constructed Slope occur primarily on Sheet 14, /
Constructed Slope Detail
Cross Section View
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EACH SEDIMENTATION BASIN.
.THE 24' HDPE -,PIPE SHALL
SMALL HAVE A V ---RISER
-� rIR�
CONTRACTOR SHALL SET THE NDS -TYPE ABOVE BASIN AND �E PERFORATED BOTTOM OF THE ------ED
` GRATE INLET 36" MI,N ABOVE GRADE.- .�- 32._
AND WRAPPED SIMILAR TO 23'.x.
THE DETAIL FOR THE __NDS- ~` .
j z ;TYPE GRATES
x' CONTRACTOR TO, PERFORATE HDPE pP• ;_� - I 33.98
PIPE TO ALLOW, PROPER DRAINAGE.
PIPE SHALL BE WRAPPED WITH -
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GEOTEXTILE TO FULLY COVER AREAS`
PERFORATED FOR SILT PROTECTION.
GEOTEXTILE SHALL BE 6" MIN.
5� BELOW GRADE.U.
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PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX
200' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.3
IvAll!'Vi
MORGAN
TX Firm # F-'1443
T.979.260.6963
F.979.260.3564
511 UNIVERSITY DRI
E EAST
SUITE 204
COLLEGE STATION, TX
I
77840
I
PLAN & DESIGN SPECl/LISTS
I
IN
CIVIL ENGINEERING * H
HYDROLOGY * UTILITIES
RAULICS
STREETS
SITE PLANS * SUBDIVI
31ONS
www.mitchellandmorq:an.com
Firm
F-1443
15/31/11
�P(E.... F .TFC
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VERONICA J.B. MOR
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INSET B- CA:
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PROJECT BENCHMARK: SQUARE
200' NORTH OF INTERSECTION
Bevel the top1" of post at a 45° -
2"x4"x8' p.t. top rail laid flat
2"x4"x8' p.t. rail
1 1"x1 1"trim board
2"x4'•'x8' p.t, rc
5/4" x 6" x 8' p.t. picke
6"x6"x12' p.t. pos
NFA\/Y DUTY CONCRETE PAVEMENT LOCATIONS
N.T.S.
TYPICAL DUMPSTER ENCLOSURE
42
N.T.S.
GORO
015f ISG
URB Saw cut to provide
neat edge of existing
VARIES
-- (see plan)
Construction4" Thick (Min.) Rein.
Existing cold joint 12" —1.5% Concrete Sidewalk 2" Clear min.
Street Cross s Slope (SEE NOTE)
Driveway —2% (MAX)
Field ,.
Bend
•. p. 4" (MIN)
a _
#3 @ 12' O.C.B.W.
2" Clear Cover 2" Lime stabilized
sub—base or cement
#4 x 18" @ 12" O.C. Drill and stabilized sand
Grout into curb (8" min, depth) (This Item shall be included
4" in the cost of the sidewalk)
1.ALL MATERAILS TO BE PROVIDED BY FENCE CONTRACTOR. CONTRACTOR SHALL SUBMIT SHOP DRAWING
TO CBI LANDPLANNING FOR APPROVAL 1 WEEK PRIOR TO INST,NLLATION.
2.POST NOTEIn locations subject to freezing, where posts are grouted 1/bAtdic¢nEdrdrHb#d hkDadd the drilled in
the post approxinifRelpove elevation to allow for drainage of built—up ground water. The drilled hole must be wiped clean and
dry and sprayed with a zinc rich primer and color match finish.
3.FROST LINE:Footer depth shown is minimum recommendation. In some cases local restrictions or freezing weather conditions may
require a greater depth.
4.PANEL RACKING: Drawing shows fence panel at level ground elevation; for installations that must be racked to follow sloping
grades, the post spacing dimension shown must be measured along the grade.
5.ALL POOL GATES AND TO OPEN AWAY FROM POOL.
TYPICAL POOL FENCE & GATE DETAIL
NTS
'Magna Latch'
If—closing latch
z" x 17/6' x 14go.
uminum ribbed
cannel rail; powder
)ated black.
Z" x 16ga.
iminum post;
lwder coated
ock.
3/4" x 16go. aluminum
picket; powder coated
black.
4' wide Sidewalk (by
others).
Existing subgrade
ml�j
#3 Rebar @12' Centers
Centered Within 4" Concrete
- Fine Broom Finish
Backfill 2,0 % (MAX) Backfill
=11I II -1 4III=_111=1I1=1I
Thick Concrete
I I-II I-1 I1=1 II1=1I I=1I1=
III -11I-11 I-1 I I I=I I II -1I I-11
* 2" CEMENT STABILIZED SAND Prepared Subgrade
OR LIME STABILIZED SUBGRADE
Expansion Joints @ 60' o.c.
Contracting Joints @ 5' O.C.
STANDARD ONCRETE SIDEWALK DETAIL
NTS
* 5" CONCRETE ON PREPARED SUBGRADE IS ACCEPTABLE.
TYPE 3 CURB
FOR USE WITH CONCRETE PAVEMENT OR APRON
NOT A SEPARATE PAY ITEM
NTS
FILENAME: type2—curb.dwg
PLOTTED: 08 Oct 2004 — 3:20 pm
DRILL & EPDXY
#3 BARS x 9" @
12 O.C.
cy
6" CONCRETE
STAB ON CURB ON EXISTING
CONCRETE PAVEMENT
FILENAME: STAB curb on ex concrete—ASPHALT•dwg
PLOTTED: 16 Feb 2005 — 11:56 am
NTS
METAL KEYWAY PLATE
W/ FORMED GROOVE
EDGE ROUNDED TO
1/4" RADIUS
LONGITUDINAL JOINT SHALL BE REQUIRED AT THE
STREET CENTERLINE
New Pavement Existing Pavement
Drill & Epoxy Proposed
Reinforcement into Existing
Concrete (Min. 9" Depth Drill)
Proposed Reinforcement (Epoxy per TxDot 5016)
See Detail
d
77
/ ' i _ �_- / 'j
' -/
NTS
FILENAME: connect—exist—povement.dwg
PLOTTED: 24 Feb 2011 — 12:09 pm
AICALLY STAB IIZED SUBGRADE: The subgrade material
across the site Varies. When the contractor has the
area prepared and mixed in preparation for
stabilization, the soils lab will determine the PI of the
material to be stabilized. The material shall be
stabilized as allows:
a. PI < 12, Cement Stabilization per Section 32 11
34 Cemen Stabilization .
b. 12 < PI G 20, Lime and Fly Ash as determined by
the geotechnical engineer per Section 32 11 29
Lime Stab lization.
c. PI > 20, Lime Stabilization per Section 32 11 29
Lime Stabilization.
Small areas (< 1000 s �� P ��cP-X�n" +P. and
two sack mix ceme t s
substituted for subg ad atQri; �AIII
sv k sh II be
paid as Chemical St biliz I w he
material required wit no adjustment to t ni price
bid. JUN 02 2011
iU. N
DEVELOPMENT VERMICES
PLAT FILED:
NOTE: PAVEMENT REINFORCEMENT DETAILS
SHALL SUPERCEDE GEOTECHNICAL PAVEMENT
REINFORCEMENT RECOMMENDATIONS
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NOTE:
EXPANSION JOINTS
''',SHALL BE PLACED @
VAM
MINIMUM 40' INTE'VALS
AND AT ALL RADIUS
I
POINTS, P,O•'S, P.I.'S
& OPPOSITE P.I.'S & ON
ALL HORIZONTAL
VERTICAL CURVES.'
CURB EXPANSIONS
JOINTS SHALL BE @ 40'
TX
Firm # F—
I. 443
CENTERS & CURB
@ 10' CENTERS.
CONTROL JOINTS SHALL BE
T.979.260.6963
F.979.260°3564
ALL JOINTS SHALL!,
BE SEALED WITHIN 1 WEEK
I',
OF POURING PAVE
ENT
511 UNIVERSITY DRIVEEAST
SUITE 204
1
SMOOTH DOWEL BAR, See detail
COLLEGE STATION, TX1
7784C
SEAL W/ EXPANSION JOINT MATERIAL --,,,for
OR APPROVED EQUAL)
diameter, length and spacing
(3/4"x18" @ 12" O.C. for curbs & concrete pvmt.
(SONNEBORN SL -1
Install per Manufacturer Specification
3/4" (1/2"x18" @ 12" O.C. for sidewalk)
PLAN & DESIGN SPEC
STS IN
1
CIVIL ENGINEERING * H
RAUUCf
BACKER ROD
HYDROLOGY s UTILITIES'IISTREEN
CENTER IN SLAB
SITE PLANS • SUBDMSIONS
See Pavement
Detail
F[R:ST, POUR
SECOND POUR
www.mitchellandmor
an.com
�� 3" LONG METAL OR PLASTIC
Firm #
—1443
C 5/31/1
CEREMAR FLEXIBLE FOAM
6"
I1 SIGREDTERETHAN
OF
EXPANSION JOINT FILLER
(OR APPROVED EQUAL)
TOPBE /16
`P�E_ ..TFC
DIAMETER OF DOWEL BAR
*
„�
NOTE:
1. CAP MUST BE LON
ENOUGH TO COVER 2" OF THE DOWEL WITH ONE
END OF
.... r............................:.�.
VERONICA J.B. MOR
AN
CLOSED END AND WITH,
A SUITABLE STOP TO HOLD THE
"""'"""7 ���"........II�.....
THE CAP AT LEAST 1'
FROM THE END OF THE DOWEL BAR.
,o+ 77689 Ohm
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2, EXPANSION JOINT
IDTH SHOWN IS THE MINIMUM. SHOULD THE
�o
'
SEALANT OR PLACEMENT
CONDITIONS REQUIRE A GREATER WIDTH, THE
SGjONAL��� \'�
GREATER WIDTH SHALLIBE
PROVIDED AT THE EXPENSE OF THE CONTRACTOR.
l
3. GREENSTREAK G—SEAL
626 MODIFIED PVC MATERIAL AND WOLMANIZED
L
.
j
LUMBER MAY BE SUBSTITUTED
FOR SL -1 AND CEREMAR FOAM.
INSTALL PER MANUFACTURERS
RECOMMENDATIONS. THIS MATERIAL MAY ALSO
BE USED IN CONTRACI
ON AND LONGITUDINAL JOINTS,
EX
P
N SI ON JOINT
m .m
�>�>
(40'I
MAX. SPACING UNLESS
m
OTHER
ISE INDICATED IN PLANS)
l
METAL KEYWAY PLATE
W/ FORMED GROOVE
EDGE ROUNDED TO
1/4" RADIUS
LONGITUDINAL JOINT SHALL BE REQUIRED AT THE
STREET CENTERLINE
New Pavement Existing Pavement
Drill & Epoxy Proposed
Reinforcement into Existing
Concrete (Min. 9" Depth Drill)
Proposed Reinforcement (Epoxy per TxDot 5016)
See Detail
d
77
/ ' i _ �_- / 'j
' -/
NTS
FILENAME: connect—exist—povement.dwg
PLOTTED: 24 Feb 2011 — 12:09 pm
AICALLY STAB IIZED SUBGRADE: The subgrade material
across the site Varies. When the contractor has the
area prepared and mixed in preparation for
stabilization, the soils lab will determine the PI of the
material to be stabilized. The material shall be
stabilized as allows:
a. PI < 12, Cement Stabilization per Section 32 11
34 Cemen Stabilization .
b. 12 < PI G 20, Lime and Fly Ash as determined by
the geotechnical engineer per Section 32 11 29
Lime Stab lization.
c. PI > 20, Lime Stabilization per Section 32 11 29
Lime Stabilization.
Small areas (< 1000 s �� P ��cP-X�n" +P. and
two sack mix ceme t s
substituted for subg ad atQri; �AIII
sv k sh II be
paid as Chemical St biliz I w he
material required wit no adjustment to t ni price
bid. JUN 02 2011
iU. N
DEVELOPMENT VERMICES
PLAT FILED:
NOTE: PAVEMENT REINFORCEMENT DETAILS
SHALL SUPERCEDE GEOTECHNICAL PAVEMENT
REINFORCEMENT RECOMMENDATIONS
tal
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PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX.
200' NORTH OF INTERSECTION WITH FM 2818, X= 3553461,31, Y= 10199936.19, Elev= 322,23
BBQ PIT AREA DETAILS
3" Metal
tractor
it dimensions
10"
Chimney pot
—Architect to approve
nace �cc�iimney pot
on mortar bed —
allow holes for
chimney pot to
Shafted simulated
limestone cap w/
drip notch
—Slope to drain
away from
chimney pot
Cont, metal pan
flashing
tee and water
shield
Simulated stone
veneer with scratch
and application coat
on metal lath on
we. iher barrier on
J" sheathing
4" Metal stud
Isokern Chimney
S�ilmuloted stone sill
provided by
manufacturer w/
cont. metal flashing
Maintain positive
drainage ® sill, typ.
Simulated stone
veneer with scratch
andapplication coot
on 6" CMU
Masonry ties
Lintel
12" Block
6" Block
Steel angle
36" Stone Age
fireplace system
Simulated stone
hearth
{Cont. metal
9imula?ed stone
veneer with scratch
and application coat
on 6" CMU
over +/— 4' 'T\
aorous fill/\.
PLACE 4X4 ADJACENT TO BOTH
SLEEVES AND PAINT ACCORDING TO
SPECIFIC UTILITY
GREEN – SANITARY SEWER SERVICE
RED – ELECTRICAL CONDUIT
P – RI D
ORANGE – CABLE UTILITY CONDUIT
BLUE – WATER SERVICE CONDUI
24"
IN �1
Bevel the top 1" of post at a 450 angle
2"x4"x8' p.t. top rail laid flat —�
2"x4"x8' p.t. rail
12"x12"trim board -
2"x4"x8' p.t. rail
5/4" x 6" x 8' p.t. pickets
6"x6"x10' p.t. post
48"
MIN
-`"24
MIN `
COVER
r
Walls
- �' ; 90° BEND
idicates -
Above
TYPICAL TURN UP DETA I L
FOR UTILITY SERVICES
N.T.S.
— METER BOX
O
16'x16' Cedar Arbor Kit �•\ \ \ \
by Stone Age Mfg.
O11
/ \
4" PVC SERVICE LINE SHALL TERMINATE APPROX. 24" `% f '� \ %�� �V
FROM PROPOSED METER BOX. 1 " TAPPING SLEEVEa�
\ 4 PVC PUBLIC MAIN
AND VALVE SHALL BE CONNECTED TO THE 4" PVC LIN E!/\� \���\
AS SHOWN AND A 1" COPPER LINE SHALL BE RUN'��\\\
FROM THE PROPOSED SADDLE TO THE METER BOX,
CBI to lengthen Arbor by
adding (5) 4x6 and (2) 4xB WITH FITTINGS TO ACCEPT THE APPROPRIATE WATER
all 20' Long; install Per Mfg. R \ \ / /� %`\ \\%
instructions METER, WHICH INCLUDES BALL VALVE. THE FITTINGS \\
AND VALVES SHALL BE INCLUDED AT PART OF THE
WATER SERVICE ITEM. SEE WATER METER TABLE ON
SHEET 26 FOR METER SIZES.
Finished grade' L,
Concrete footing —
Compacted subgrade
16'x16' Concrete pad
WOOD PRIVACY FENCE
(PERIMET�R FENCING)
o WATER METER DETAIL
N.T.S. CONTRACTOR SHALL SET THE NDS–TYPE
GRATE INLET 36" MIN ABOVE GRADE.
CONTRACTOR TO PERFORATE HDPE' - , ,L° r JUN U
PIPE TO ALLOW PROPER DRAINAGE.
PIPE SHALL BE WRAPPED WITH �` r
`oEwti
GEOTEXTILE TO FULLY COVER AREAS -/PLAT FILED:
PERFORATED FOR SILT PROTECTION. ,st �w s,` " : �� ; , -
GEOTEXTILE SHALL BE 6" MIN.
BELOW GRADE.
TYPICAL Tb,',RN—UP DETAIL
FOR NDS—TYhE...LRA7F 1NFUd1FJS
6'-416 1 " W-4-9 » 6,-44"
Verify w/ Fireplace Mfr,
6" CML
Dash It
Coping
I
I
I
I
i
I
I
I
I
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I
i
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I I
36"
F -___-___-
I
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I-
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Verify tufo
t
/Mfr.
Vert
y
c itout ./Mfr.
-
1
ace
BBQ PIT AREA DETAILS
3" Metal
tractor
it dimensions
10"
Chimney pot
—Architect to approve
nace �cc�iimney pot
on mortar bed —
allow holes for
chimney pot to
Shafted simulated
limestone cap w/
drip notch
—Slope to drain
away from
chimney pot
Cont, metal pan
flashing
tee and water
shield
Simulated stone
veneer with scratch
and application coat
on metal lath on
we. iher barrier on
J" sheathing
4" Metal stud
Isokern Chimney
S�ilmuloted stone sill
provided by
manufacturer w/
cont. metal flashing
Maintain positive
drainage ® sill, typ.
Simulated stone
veneer with scratch
andapplication coot
on 6" CMU
Masonry ties
Lintel
12" Block
6" Block
Steel angle
36" Stone Age
fireplace system
Simulated stone
hearth
{Cont. metal
9imula?ed stone
veneer with scratch
and application coat
on 6" CMU
over +/— 4' 'T\
aorous fill/\.
PLACE 4X4 ADJACENT TO BOTH
SLEEVES AND PAINT ACCORDING TO
SPECIFIC UTILITY
GREEN – SANITARY SEWER SERVICE
RED – ELECTRICAL CONDUIT
P – RI D
ORANGE – CABLE UTILITY CONDUIT
BLUE – WATER SERVICE CONDUI
24"
IN �1
Bevel the top 1" of post at a 450 angle
2"x4"x8' p.t. top rail laid flat —�
2"x4"x8' p.t. rail
12"x12"trim board -
2"x4"x8' p.t. rail
5/4" x 6" x 8' p.t. pickets
6"x6"x10' p.t. post
48"
MIN
-`"24
MIN `
COVER
r
Walls
- �' ; 90° BEND
idicates -
Above
TYPICAL TURN UP DETA I L
FOR UTILITY SERVICES
N.T.S.
— METER BOX
O
16'x16' Cedar Arbor Kit �•\ \ \ \
by Stone Age Mfg.
O11
/ \
4" PVC SERVICE LINE SHALL TERMINATE APPROX. 24" `% f '� \ %�� �V
FROM PROPOSED METER BOX. 1 " TAPPING SLEEVEa�
\ 4 PVC PUBLIC MAIN
AND VALVE SHALL BE CONNECTED TO THE 4" PVC LIN E!/\� \���\
AS SHOWN AND A 1" COPPER LINE SHALL BE RUN'��\\\
FROM THE PROPOSED SADDLE TO THE METER BOX,
CBI to lengthen Arbor by
adding (5) 4x6 and (2) 4xB WITH FITTINGS TO ACCEPT THE APPROPRIATE WATER
all 20' Long; install Per Mfg. R \ \ / /� %`\ \\%
instructions METER, WHICH INCLUDES BALL VALVE. THE FITTINGS \\
AND VALVES SHALL BE INCLUDED AT PART OF THE
WATER SERVICE ITEM. SEE WATER METER TABLE ON
SHEET 26 FOR METER SIZES.
Finished grade' L,
Concrete footing —
Compacted subgrade
16'x16' Concrete pad
WOOD PRIVACY FENCE
(PERIMET�R FENCING)
o WATER METER DETAIL
N.T.S. CONTRACTOR SHALL SET THE NDS–TYPE
GRATE INLET 36" MIN ABOVE GRADE.
CONTRACTOR TO PERFORATE HDPE' - , ,L° r JUN U
PIPE TO ALLOW PROPER DRAINAGE.
PIPE SHALL BE WRAPPED WITH �` r
`oEwti
GEOTEXTILE TO FULLY COVER AREAS -/PLAT FILED:
PERFORATED FOR SILT PROTECTION. ,st �w s,` " : �� ; , -
GEOTEXTILE SHALL BE 6" MIN.
BELOW GRADE.
TYPICAL Tb,',RN—UP DETAIL
FOR NDS—TYhE...LRA7F 1NFUd1FJS
Faux stone wall & cap
Lodge Bldg
mle
Faux stone column & cap
Strasbourg Double Gates
(see Material Schedule)
4 \ \\
SL -3
Strasbourg Double Gatet
(see Material Schedule)
Faux stone column & cap
� ' ) SCALE: 1/4" = P-0"
End of wall Wall Shown is Arced,
approximate distance is
103 If. between columns
NOTE: All Dimensions shown to be field verified.
K
D -�� RESIDENT ENTRANCE GATE DETAIL
SCALE: 3/16"= P-0"
Wall arcs and travels Northeast
fcDr approx. 32' between columns
to j
Bevel the top I " of post at a 45' angle
2"x4"x81p.t. top rail laid flat
Faux stone column & cap 2"x4"x8'p.t. rail
Lodge Bldg Wall "X
24!-0"
Face of curb
2041 ±81"--'\ 21-011 1 1 21-0-1 I 31-011 41-611 ±91
--- -- ---- /_
j
-151-0" 21_01, +011
NOTE: All Dimensions shown to be field verified.
EXIT GATE DETAIL
SCALE: 3/16" = P-011
6
4 x 3 "SmartSide" Trim/jGT
4
"SmartSide" Soffit Board
2x6 Rafters- @ 16" O.C.
N
T
Slab Over 15 mil Vapor Barrier and V
Porous Fill # 57 Stone to a Depth Set by
Civil Engineer
Vertical #5 Dowel g 48"
O.C.
(2) #5 Rebar Cont. @
AA, Bot.
2Y-0"
— -- ----------------------
Clear
25k-0" 2' 0"
Dimensional Asphalt
Shingles Over 15# Roofing Felt
Over 7/16" OSB Roof Decking
Metal Drip Edge
4
x 4 "SmartSide' Nailers
4 x6 "SmartSide" Trim
1224 Window Unit
AmK
----- --- ---- ---- TOP OF PLATE- ---------
7/16" OSB over 2x6 Joists
@ 16" O.C.
24N48" Access Hatch
Z
4' Stud Framing
Simulated Stone Veneer Over
Weater Barrier & 7/16" 0513 - Install
Per Manuf. Specifications
4" Concrete Slab w/ 6x6lw1.4xw1.4
Welded Wire Mesh Reinforcement
P.T. 2x8 Plate anchor to
CMU
811 CMU- Grout Fill
/m,7 Finish Grade
SECTION
I ---u
GUARDHOUSE FRAMING DETAIL
SCALE: 1/2"= P-0"
151-0"
T -O"
5"
Flash Over Wood Sill 4" 2x6 Plate Extened 2-1/2"
Wood Sill Inches for Stud Pocket&
Nailer for Band
Sill Flashing w/ Drip X
4
x2 "SmartSide" Trim
x 8 "SmartSide"
Trim Board
X
GUARDHOUSE SILL DETAIL
SECYION
BOLT FENCE DIRECTLYTO CMU; PLAN NEW
MORTAR STONE AROUND FENCE
COLUMN BEYOND
2X4 BRACE BOARD r
2X4 NAILER BOARD
N
'I VCKINAWMILLED' STOCKADE
FENCE,TYPICAL (SEE PLAN FOR
LENGTH AND LOCATION)
b
4x4xB POST @ 9 O.C,�
CUT TOP TO SLOPE
FINISH GRADE—,
COMPACTED
SUBGRADE
CONC. FOOTING
4" POROUS FILL --
V -
_T5 4_OFENCEsREL NAI M 3 1
15-0"
ELEVATION
Fence and columns turn North and
continue approximately 150 If. to
trash compactor. See site plan for details
T -0 -
Typical
ELEVA I ICON
4'k48" AcceesS Hatch
11U Grout Fill
Lid Wall
Simulated Stone Veneer
GUARDHOUSE FOUNDATION DETAIL
SCALE: 1/2= P-0" SECTION
12'
FAUX STONE. YTH. WITH I" MORTAR BED: WEB
PATTERN W[TH OVERGROUTED AND SMEARED MORTAR
JOINT$. STONE COLORTO MATCH CLUBHOUSE.
M
8"CMU, FILL ALL CELLS WITH CONCRETE --------------
1
I
VERTICAL
-------------
VERTICAL REBAR. #6, ONE EVERYOTEHRCELL ------
�U
Y
CONCRETEFOCTING
L
HORIZONTAL REBAR. #4 @ 12- O.C.
TOP & BOTTOM EACH WAY: 2"CLEAR 'F
FROM EDGE OF FOOTING
TYPICAL
SCALE: 3/8" = P-0"
2
11 "x12 Vim board
2"x4"x8'p.t. rail
5/4" x 6" x 8' p.t. pickets
6NISN 10' p.t. post -
Wall Shown is Arced,
approximate distance is
47 If. between column
and face of lodge building
`-7
,) SCALE: 3/8" = P-0"
Faux stone wall 8 cap
Lodge Bldg
q
S_
V_ _5
AL -1
L�!
ELEVATION
SECTION -ELEVATION
QTY DESCRIPTION MODEL FINISH MANUFACTURER
NOTES
2 sets
*Strasbourg double gate - 22' Ig.
Black
Amazing Gates of America
C
Jstornsize; remove scrolls
DRAWNEmill
V)
www.amazinggates.com
8" CMU, FILL ALL CELLS WITH CONCRETE
L
REVISIONS
hhW
vKJ
1-800-234-3952
10-12" ht. black aluminum
I set
*Concord double gate - 251g.
Black
Amazing Gates of America
Cistom
size; remove rings
with Epcon e PDXY
k+-
0
www.amazinggates.com
V)
1-800-234-3952
110—
I set
*Concord double gate - 26' Ig.
Black
Amazing Gates of America
Ci
stom size; remove rings
0
0
id
U
www.amazinggates.com
V
0
0
U
<
1-800-234-3952
installer
ins
to include all necessary
4 sets
Doorking 6300 gate operator
1/2 hp - I hp
Doorking
It
(t.b.d by gate size)
(provided by local contractor)
co
lo
I 1pnents: photo eye, exit
, ps, knox boxes, etc.
175 If,
5' ht. Mackinaw Milled Stockade Fence
Northern
Don Machalk & Sons Fence Corp.
G:)thic
pointed
White Cedar
www.machalkandsonsfence.com
906-753-4002
27
12" ht. Steel Letters
Black
Frontera
Cpntact
Nolen or Laura Lee
27
10" ht. Steel Letters
Black
wwv/.fronterairon.com
(they
have font type on file)
205-320-1900
*NOTE: SHOP DRAWINGS FROM MANUFACTURER MUST BE APPROVED BY CBI PRIOR TO ORDERING.
D... --
MINIMUM 6 WEEK LEAD TIME FROM DRAWING APPROVAL TO PRODUCT DELIV__-rTT------
RE'VIE ED FUH
ri-GATE & FENCE MATERIAL SCHEDULE A%L'& AF%h F1 H4 M11-* P 11 6. ft R XVAI W—
A ) 6 1. , A N
N.T.S.
T-0UN 02 2011
N
EVEI QPi I
�',OIPKT � APAVI Eq
FAUX STONE, 2"TH. WITH I'MORTAR BEDNEB
PATTERN WITH OVERGROUTED AND SMEARED MORTAR
JOINTS. STONE COLOR TO MATCH CLUBHOUSE
VERTICAL REBAR. #6 @ I PER CMU CELL
; I . � .?
4.
I . , T
r
PLAT F!
LED:
0
DESIGNED
Faux stone veneer
DRAWNEmill
V)
8" CMU, FILL ALL CELLS WITH CONCRETE
L
REVISIONS
hhW
vKJ
10-12" ht. black aluminum
letters
j:
core drill holes in wall a
secure letters
U
with Epcon e PDXY
k+-
0
CONCRETE FOOTING
V)
8" CMU filled
110—
CC
(Tj
with cells
' ' ) SCALE: 3/4" = P-10"
•
PROJECT
NUMBER
009
DRAWING
DATE
3-25-11
0
DESIGNED
DEMIII
DRAWNEmill
V)
DATE
REVISIONS
hhW
vKJ
0
U
k+-
0
V)
110—
CC
(Tj
0
0
0
id
U
010
:3
V
0
0
U
<
0
PROJECT
NUMBER
009
DRAWING
DATE
3-25-11
DESIGNED
DEMIII
DRAWNEmill
CHECKED --CLH
DATE
REVISIONS
ENTRANCE
GATES, WALLS
& FENCING
DETAILS
SHEET
%to
59
PROJECT BENCHIk/lARK: SQ-UAPE CUIT ON _10P OF CURER ON SOUTH SIDE- OF 1H01L!_Et%;P.N DRIVE :,ppIDOX.
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SITE PLAN NOTES:
1 . Name of Project: Cottages of College Station Leasing Trailer
2. Address: xxxxxxxxxxx Holleman Drive, College Station, Tx
3. Owner: CAPSTONE -CS, LLC
431 OFFICE PARK DRIVE
BIRMINGHAM, AL 35223
(205) 414-6455
4. Engineer: Mitchell & Morgan, L.L.P.
511 University Drive East, Suite 204
College Station, Texas 77840
(979) 260-6963
5. Zoning: PDD
6. Existing Use: Undeveloped -Vacant Proposed Use: Temporary
Leasing Trailer
7. Setbacks: Per City of College Station Ordinances
8. Site Area: xx acres
9. Water Demands (Per Unit) : Min.= 0 gpm, Avg.= .07 gpm, Peak=
0.13 gpm
10, Sanitary Demands: 400 GPD Max., Min.= 0 GPD, Avg. = 100 GPD
(Per Unit)
11. Type V -B construction, 1316 SF building - 1500 GPM fire flow
required per Fire Code Tables B105.1 and C105.1.
! ! - 11 ,An_ fI A I ; k ndo er FEMA's
-
MET H/C PKG. SIGN- HTE LETTERS.
SYMBOLS & STRIPES IN BRIGHT
& — BLUE BACI(GROUND I :
1 2" VAN I
P I(ING — ADDI. SIGN 0 VAN SIACE ONLY
(TYP) ONLY
R 1-1/2* -TYP:
I�_S. POST
. I ''I . I I 1�_,�, - 11 � -, ',_,� . 30- . I I _ ,�. .__,Z_,�_�� . i� I "IS SILe does I e w , n e year Copan ou
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1. " . ,�z;ir - - , ,1� ,il��`� - '. Flood Insurance Rate Map panel 48041CO182 C. Effective dote: July 2,
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_____ / / - - -1 ,\-). % . I _ ;, �' i� il it GENERAL CONSTRUCTION NOTES:
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; , , - - t " .1 �, r! 1 . It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore,
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- " - he ontractor shall contact all
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. . - I / i * I � �, I L I -1 �� !� b, Contact Richard Wallace 0 Verizon 821-4752
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- ----. / 11 I I L / - - _ ". \ I � :, L: -, :1 .., - 1� � , � � i. Contact Butch Willis @ CSU (Water/Wastewater) 764-3660
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/,7 . / / � I , I :: .: ':L L ". � , . 1, L L L ., :- L , I . I 11 il� L," kk v - � 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approv ! STORM WATER
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LANTA, GA 30326 //' / . , X ;, -_ � 1� � 1� 1., i, - POLLUTION PREVENTION PLAN
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�w ,. , . : LEASING�. L , . : . - - i , 1, 1; '. �,, 'L I t_z. where applicable. The contractor shall be financially responsible fo
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_N " I � . .<�. , , , L L I "' ��"` L '_ .1 I ,11 , , I - �� ,_ i, 5. TRENCHING AND BACKFILLING: All trenching and buckfilling shall conform to the specifications set out herein. Testing shall be
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/ I I' I I "', / 11 I I I � I , b . _- : . , L L L L I,' "I ,_,�IfZFI�, �__ � I / �\ '- � ill -A, the public streets adjacent to the work site
. . "11, , � , li, " I Q _� �,, %r5L � be at the expense of the Contractor. Structural areas shall include all sidewalks ord shall extend 5' beyond the curb lines of all project site to minimize traffic on
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1. � / � , SILT FENCE - , I I I . :-1.1�..I: ,,, /X � � * v, , ., f, " streets, alleys and parking areas. ent r destroyed by vehicular parking will be repaired
/ ". \ I . �. . � , - 11 � vehicles. Any creas disturbed a
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1. I/ I I 11 /I _,'_ ,2 , " , I 11 .. " � t�i, L_. " " � , 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities neor of project.
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-I. � _� ;, � X� - ,Service line to be , . , -A t", ty of C.S. to original condition prior to completion L
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- / . I I , ,�, -1 1\ ' I I", max bury with � � IA -� T,_ Ill. i� ;.,00 '. energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the Ci
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I.. ,� 1 I " / I �J " - \ % ,\ "�� " )�,, �,�,, k Electrical Division. 2. Contractor s al en ure at no dirt from the project accumulates in the existing
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li I .� \ 312.63 WL (TY .K Copper) angle, ball valve � i, I - - !A \ %,X,, . �, :or debris from the project site accumulates on adjacent streets, the
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/ .� 11 / �_� I I � �, _ - contractor shall immediately clean those areas.
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/ . l .- I " \ I I I \ N�L I - I __ _.� 1. . materials and equipment shall be both furnished and installed unless otherwise noted.
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- / _-, , I " I .., I . , �. :� �, , . ___` ->�% 8. The Contractor must provide construction staking from the information prov de on these p 3. Contractor i shall place erosion control protection at appropriate downstream
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_"�, .. I ,. , , - � \ '.� � ,� iiL 9. All soil exposed by construction shall receive cellulose fibermulch seeding. locations to m nimize silt and debris from leaving the construction site and
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. � q 1, .1 k �� �, 1. �__ I_ -, 10. Trenches may be left open overnight if properly barricaded. entering the di'loinage system.
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- / /--. I 1� I" ".. I Std. FH Assembly 1� � E� t I -, y 11, i i -I � 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility, etc. are not separate :
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__ -Z!>J,____ � '. . 12"x6" MA Tee ,L, �': 1, ��.', 11 ,,,%. ---,,---. items. The Price of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc.
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__ � "" , '. I .", U�,., - I.. . _.- iiL.r 'I��"�_L;,;,L,'L __ _ __ - �, �, Y'l 11 13, The contractor is responsible for traffic control. This is not a separate pay item. 5. Once vegetation is well established contractor is responsible for removing all ,
/ . _,__ " "', I I", .,." " - L,, ': I :::�,'O�L���� _,_ � ., .'. 1� 14. Temporary spoil areas will be identified on site by owner. temporary erosion control measures (i.e. silt fences, rock check dams, etc.)
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/ , � 1, ., ) � ,',��:,.��!, "i "'I" -mounted mechanical equipment shall be screened from view or isolated so as not to be visible from any
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- "' '/�L ' '.. - � .L :L: � L ' %�':�.� I- I.- - 11 �� 'A iral ontrols shall be installed as soon after clearing as practical and
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'_ L,, . / ( \\ �_'D_ _ __ , I , , .� � ILLL' - 11.1 �_:� j :L!' __ _ � - public right-of-way or residential district within 150' of the subject lot, measured from a point five feet above grade. Such maintained in Cod working order until the site is stabilized.
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, - . , 'L L I LL - - �;: ,��lz:t _- i�, v, 16. Exterior Building and site lighting will meet the standards of Section 7.10 of the Unified Development Ordinance. The light
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__ "L� I I . "L, .� I \ " ''I f'� -:�'� �:"�; ��', �� L" ,, I - -- -�� ," Fixtures will be mounted in 7.
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- �, - - L - I � I - L I L 'j-:j��!�, � ]i� . ., , _ source shall not project below an opaque housing and no fixture shall directly project light horizontally.
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- � I I . L I - ___ � - \ It such a manner that the projected cone of light does not cross any property line.
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/
Detention
Pond
Area
HANDICAP SIGN
- SEE DET. -
4" WIDE DIAGONAL
STRIPING 0 24"
O.C. (WHITE)
HANDICAP
SYMBOL
(TIP.)
D
PER PLAN 8' MIN
Ire
ydrant
.ssembly
I re
ydrant
,ssembly
V
Wilt 7%=10-v'
Sanitary Sewer
Manhole-TYP
Fireplace
TYP
I
we
re
Hydrant
Assembly
/,
go
NTS
DESIGN/TED
\
PARKING
SUITE 204
ONLY
PUN & DESIGN SPEMALM IN
CML ENGINEERING ; F1YDRAULICS
HYDROLOGY * UTILITIES * STREETS
\ _
GENERAL CONSTRUCTION NOTES:
R #F-1443
\
1. It shall be the responsibility of the Contractor to verify the exact location
of ALL existing underground utilities. Furthermore,
E,G
I,
the Contractor shall contact all utility company representatives a minimurT
of 48 hours in advance of any excavation.
Noma]
J N C m
rno=
a. Contact Dig Tess @ 1-800-344-8377
Lot `
b. Contact Kimberly Winn ® ATMOS 774-2506
11
P
C. Contact Mike Lavender 0 Suddenlink 846-2229
Vj
pO
lock 3
d. Contact Gilbert Martinez @ College Station Electrical 764-3660
1.1_
N
4J
w
e. Contact Mitchell Gas ® 779-4460
ACRES
f. Contact Union Pacific Resources ® 778-8525
0
g. Contact Richard Wallace @ Verizon 821-4752
DN PDD
h. Contact Butch Willis 0- College Station Water & Sewer 764-3660
a�
i. Contact Showndra Green 0 BTU 821-5744
o-
/
2. All construction shall be in accordance with the current City of Colle
a Station (C.S.) Standard Specifications for Street
01
2007, and BCS Unified Design Details. All
®_�♦
inspection shall be performed by the staff of the City Engineer of C.S. Al�
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
WIN/ /
Engineer for any substitution prior to Construction. Requests for changes
�hould include product information and an engineers seal
V
1 aw
where applicable. The contractor shall be financially responsible for the engineer's
time spent reviewing changes and redesigning
based on contractors requests.
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ydrant
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Manhole-TYP
Fireplace
TYP
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Hydrant
Assembly
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--MARKET STREET / 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Stan and 29 CFR Part 1926 Subpart P. For general
/ / requirements, see Sheet S3 for details.
Q R.O. W , 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein. Testing shah be
provided by a certified laboratory, at the Owner's expense, to verify thesel standards. Any retesting due to substandard work shall
be at the expense of the Contractor. Structural areas shall include all s dewalks 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 �I Federal Regulations regarding construction activities near
3n- -- , energized overhead power lines. Additionally, the contractor shall coordinat all proposed work and procedures with the City of C.S.
15Side Electrical Division.
Street 7. All materials & labor not -identified as a Separate Bid Item shall be lonsidered subsidiary to the item in which it is used. All
.1 4-6t d
Ire
ydrant
.ssembly
4
materials and equipment shall be both furnished and installed unless o e Ise no e .
Setback B. The Contractor must provide construction staking from the information'provide on these plans.
9. All soil exposed by construction shall receive cellulose fibermulch seedi g.
L / 10. Trenches may be left open overnight if properly barricaded.
C ( C 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and zany other Public or Private Utility, etc. are not separate
Z r u Lot pay items. The 'Price of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc.
0 12. The contractor shall coordinate with Suddenlink Communications, BTUJ Atmos Energy, and Verizon to adjust the location of
_-i ( c k existing facilities.
O12 • C 13. The contractor 1s responsible for traffic control. This is not a sepa ate pay item.
:71J 14. No spoil areas are `available on this site.
�7 ' 15. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not to be visible from any
CIDpublic right-of-way or residential district within 150' of the subject lot, r easured from a point five feet above grade. Such
• O screening shall be coordinated with the building architecture, materials, c fors, and scale to maintain a unified appearance or shall
use evergreen landscaping;to tiscreen .
TO-CS,LLC 16. Certificate of Occupancies' may be requested for each building separately, however in each instance, the entirety of the
waterline loop and hard road surface will have been installed. Building numbers are shown within each building footprint.
17. For ADA routes through complex please refer to Grading Plan.
18. All signage will be permitted':separately.
/148
19. All onsite signage shall utilize custom decorative sign posts as described in the project specifications.
20. Exterior building & site lighting will meet the standards of Section 740 of the Unified Development Ordinance. The light source
shall not project below an opaque housing and no fixture shall shall directly project light horizontally. Fixtures will be mounted in
Rip Rap -End of such a manner that the projected cone of light does not cross a property line.
21. No combustible building material will be allowed on site until fire hydrants are operable and fire department approved emergency
T Road Construction access has been provided.
SITE PLAN NOTES:
1. Name of Project: The Cottages of College Station
2. Legal Description:: Lot ,2. Block 1 The Cottages of College Station Sul division
3. Owner. Rob Howland, C.O.O.
6, Capstone - CS, LLC
,� �, 431 Office Park Drive
O ,n r�� Birmingham, AL 35223
.O s (205) 414-6416
4. Engineer: Mitchell & Morgan, LLP.
O^' 511 University Drive East, Suite 204
v, College Station, Texas 77840
ti (979) 260-6963
'\ I 5. Zoning: PDD - Planned Development - Granted by Ordinance #3137
6. Existing Use: Undeveloped Vacant
Proposed Use: Multi Family
7. Setbacks: Per City of College Station Ordinances
8. Site Area: 54.4 acres Density =6.78 du/acre
\. 9. Water Demands: Min.=O gpm, Avg.=94 gpm. Peak=378 gpm
10. Sanitary Demands: 136,050 GPD
11. Proposed Development on' this site is not located within an impact fe area.
12. All "master metered" buildings/units must be plumbed in a manner t i be able to be individually metered
in the future.
13. All FDC's shall be identified with a placard placed on the building facing the parking lot stating FDC per
the Fire Marshal's direction.
14. Number of Bedrooms = 1352 Number of units = 369
15. Garbage collection throughout the site will be accomplished by individ 'al door to door pick up service.
Part of this site lies within the 100 -year floodplain boundary per FEMA's Flood Insurance Rate Map panel
OH 48041 CO182 C. Effective Date: July 2. 1992
Electrical
Pole-TYP
- LOL J
Block 1
9.82 ACRES
ZONED: PDD
I"
NF L PSTO N ,LLC
Rem. 120.76 Acre
8900/148
Legend
Property Boundary
Easement
Fire Lane -FIRE LANE - FIRE LANE-
Water
ANE-Water Line WL
-
Sanitary Sewer Liness
Electrical Service , uE
1 Phase Elec 1 o
3 Phase Elec 3 m
600 -Amp Elec em-mp
Contours 310
CAN
Underground Telephone _ UT
Typical Crosswalk Location
Setback Line .......................
FDC >
Cleanout 191
MH o
Street Light +
Transformers 19 E
Fire Hydrant 0
Water Meter [B
Sidewalk Drive/pavement
„ Area Area LLJ
NOTE:
1. ALL Radius & Dimensions Shown are
Measured to F/C, Unless Otherwise Noted.
FIRE
NTS
DESIGN/TED
\
PARKING
SUITE 204
ONLY
PUN & DESIGN SPEMALM IN
CML ENGINEERING ; F1YDRAULICS
HYDROLOGY * UTILITIES * STREETS
\ _
GENERAL CONSTRUCTION NOTES:
R #F-1443
\
1. It shall be the responsibility of the Contractor to verify the exact location
of ALL existing underground utilities. Furthermore,
E,G
I,
the Contractor shall contact all utility company representatives a minimurT
of 48 hours in advance of any excavation.
Noma]
J N C m
rno=
a. Contact Dig Tess @ 1-800-344-8377
Lot `
b. Contact Kimberly Winn ® ATMOS 774-2506
P
C. Contact Mike Lavender 0 Suddenlink 846-2229
Vj
pO
lock 3
d. Contact Gilbert Martinez @ College Station Electrical 764-3660
1.1_
N
4J
w
e. Contact Mitchell Gas ® 779-4460
ACRES
f. Contact Union Pacific Resources ® 778-8525
0
g. Contact Richard Wallace @ Verizon 821-4752
DN PDD
h. Contact Butch Willis 0- College Station Water & Sewer 764-3660
a�
i. Contact Showndra Green 0 BTU 821-5744
o-
/
2. All construction shall be in accordance with the current City of Colle
a Station (C.S.) Standard Specifications for Street
Construction, B/CS Unified Technical Specifications, Water and Sewer andenerals,
2007, and BCS Unified Design Details. All
inspection shall be performed by the staff of the City Engineer of C.S. Al�
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
WIN/ /
Engineer for any substitution prior to Construction. Requests for changes
�hould include product information and an engineers seal
V
1 aw
where applicable. The contractor shall be financially responsible for the engineer's
time spent reviewing changes and redesigning
based on contractors requests.
�
wJ
0)
--MARKET STREET / 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Stan and 29 CFR Part 1926 Subpart P. For general
/ / requirements, see Sheet S3 for details.
Q R.O. W , 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein. Testing shah be
provided by a certified laboratory, at the Owner's expense, to verify thesel standards. Any retesting due to substandard work shall
be at the expense of the Contractor. Structural areas shall include all s dewalks 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 �I Federal Regulations regarding construction activities near
3n- -- , energized overhead power lines. Additionally, the contractor shall coordinat all proposed work and procedures with the City of C.S.
15Side Electrical Division.
Street 7. All materials & labor not -identified as a Separate Bid Item shall be lonsidered subsidiary to the item in which it is used. All
.1 4-6t d
Ire
ydrant
.ssembly
4
materials and equipment shall be both furnished and installed unless o e Ise no e .
Setback B. The Contractor must provide construction staking from the information'provide on these plans.
9. All soil exposed by construction shall receive cellulose fibermulch seedi g.
L / 10. Trenches may be left open overnight if properly barricaded.
C ( C 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and zany other Public or Private Utility, etc. are not separate
Z r u Lot pay items. The 'Price of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc.
0 12. The contractor shall coordinate with Suddenlink Communications, BTUJ Atmos Energy, and Verizon to adjust the location of
_-i ( c k existing facilities.
O12 • C 13. The contractor 1s responsible for traffic control. This is not a sepa ate pay item.
:71J 14. No spoil areas are `available on this site.
�7 ' 15. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not to be visible from any
CIDpublic right-of-way or residential district within 150' of the subject lot, r easured from a point five feet above grade. Such
• O screening shall be coordinated with the building architecture, materials, c fors, and scale to maintain a unified appearance or shall
use evergreen landscaping;to tiscreen .
TO-CS,LLC 16. Certificate of Occupancies' may be requested for each building separately, however in each instance, the entirety of the
waterline loop and hard road surface will have been installed. Building numbers are shown within each building footprint.
17. For ADA routes through complex please refer to Grading Plan.
18. All signage will be permitted':separately.
/148
19. All onsite signage shall utilize custom decorative sign posts as described in the project specifications.
20. Exterior building & site lighting will meet the standards of Section 740 of the Unified Development Ordinance. The light source
shall not project below an opaque housing and no fixture shall shall directly project light horizontally. Fixtures will be mounted in
Rip Rap -End of such a manner that the projected cone of light does not cross a property line.
21. No combustible building material will be allowed on site until fire hydrants are operable and fire department approved emergency
T Road Construction access has been provided.
SITE PLAN NOTES:
1. Name of Project: The Cottages of College Station
2. Legal Description:: Lot ,2. Block 1 The Cottages of College Station Sul division
3. Owner. Rob Howland, C.O.O.
6, Capstone - CS, LLC
,� �, 431 Office Park Drive
O ,n r�� Birmingham, AL 35223
.O s (205) 414-6416
4. Engineer: Mitchell & Morgan, LLP.
O^' 511 University Drive East, Suite 204
v, College Station, Texas 77840
ti (979) 260-6963
'\ I 5. Zoning: PDD - Planned Development - Granted by Ordinance #3137
6. Existing Use: Undeveloped Vacant
Proposed Use: Multi Family
7. Setbacks: Per City of College Station Ordinances
8. Site Area: 54.4 acres Density =6.78 du/acre
\. 9. Water Demands: Min.=O gpm, Avg.=94 gpm. Peak=378 gpm
10. Sanitary Demands: 136,050 GPD
11. Proposed Development on' this site is not located within an impact fe area.
12. All "master metered" buildings/units must be plumbed in a manner t i be able to be individually metered
in the future.
13. All FDC's shall be identified with a placard placed on the building facing the parking lot stating FDC per
the Fire Marshal's direction.
14. Number of Bedrooms = 1352 Number of units = 369
15. Garbage collection throughout the site will be accomplished by individ 'al door to door pick up service.
Part of this site lies within the 100 -year floodplain boundary per FEMA's Flood Insurance Rate Map panel
OH 48041 CO182 C. Effective Date: July 2. 1992
Electrical
Pole-TYP
- LOL J
Block 1
9.82 ACRES
ZONED: PDD
I"
NF L PSTO N ,LLC
Rem. 120.76 Acre
8900/148
Legend
Property Boundary
Easement
Fire Lane -FIRE LANE - FIRE LANE-
Water
ANE-Water Line WL
-
Sanitary Sewer Liness
Electrical Service , uE
1 Phase Elec 1 o
3 Phase Elec 3 m
600 -Amp Elec em-mp
Contours 310
CAN
Underground Telephone _ UT
Typical Crosswalk Location
Setback Line .......................
FDC >
Cleanout 191
MH o
Street Light +
Transformers 19 E
Fire Hydrant 0
Water Meter [B
Sidewalk Drive/pavement
„ Area Area LLJ
NOTE:
1. ALL Radius & Dimensions Shown are
Measured to F/C, Unless Otherwise Noted.
FIRE
NE
DESIGN/TED
F.979.2603564
PARKING
SUITE 204
ONLY
PUN & DESIGN SPEMALM IN
CML ENGINEERING ; F1YDRAULICS
All curbs and curb ends designated as
firelones on plans 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.
* 8" (eight inch) high if stripe and white
lettering are pointed on surface of
pavement.
M 131 FIRE LANE M ® Iffi EM FIRE LANE ® MR IM
FIRE LANE STRIPING
18" x 12"
See Ordinance for
additional Information
E LANE SIGN
MITCHELL
IVA, Ilt M,
MORGAN
TX Firm # -1443
T.979.26016963
F.979.2603564
511 UNNERSITY ORNE EAST
SUITE 204
COLLEGE STATION, ; TX 77840
PUN & DESIGN SPEMALM IN
CML ENGINEERING ; F1YDRAULICS
HYDROLOGY * UTILITIES * STREETS
SITE PLANS * SUBDIVISIONS
www.mitchallandmorgan.com
R #F-1443
07/05/12
OF
9
VERONICA J.B. MORGAN
.......................................
.�� 77689
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S21
PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX.
200' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23
Bike/Hike Trail
OUTSIDE
f LIMITS
rf�
Plan for
Berm
Details
20' Rear
Setback
Trail Node
Bike/Hike Trail
OUTSIDE CITY
h
LI M ITS
Block 1
9.82 ACRES
ZONED: PDD
Serer
1 inch • 60 feet
7.5' Side
Setback
Future
Lot 3
Block 1
32 -ACRES
NF CAPSTONE-CS,LLC
i Rem. 120.76 Acres
�48
Pole-TYP
PHASE 1 PARKING LEGEND
Parking Spaces Provided 1052
Handicapped Parking Spaces Provided 12
UNIT NAME
Lodge 1 Bed
Lodge 2 Bed
I,
# of @UILDINGS
5 1'
5 1
# OF UNITS
3
3
# OF BEDROOMS
PER UNIT
1
2
# OF PARKING SPACES
REQ'D 1,1.25,1.
1.5
1.5
TOTAL PARKING
SPACES REQ'D
22.5
45
Parking Spaces Required 914
Lodge 3Bed
15 1',
3
3
1
135
- I
�T-.__
i i
Lod 4 Bed
Manor
5 b Duplex
10 �'
5 �,
28
3
4
2
4
5
5
1
1
1
120
100
280
2750
4-4 Duplex
4
2
4
1
32
1
33 Duplex
4
2
3
1
24
6 15Bed Manor Unit
5 Bed Cottage
13
1
5
2
7756
4 Bed Cottage
6 (
1
4
1
24
(
3 Bed Cotta
16 �
1
3
1
48
!
2 Bed Cottage
4
1
2
1.5
12
( J
1 Bed Cottage
4
1
1
1.5
6
i (
TOTAL
119 ('
2
30'-10"V50
1
913.5
PHASE 18: 2 PARKING LEGEND
Parking Spaces Provided 1267
UNIT NAME
Lodge 1 Bed
#of BUILDINGS''
5
# OF UNITS
3
# OF BEDROOMS
PER UNIT
1
#OF PARKING SPACES
REQ'D (1,1.25,1.5)
1.5
TOTAL PARKING
SPACES REQ'D
22.5
Handicapped Parking Spaces Provided
12
Lodge 2 Bed
5
3
2
1.5
45
Parking Spaces Required
1174
Lodge 3 Bed
15
3
3
1
135
-_- -- -`--
17 5 Bed Cottage
Lodge 4 Bed
10
3
4
1
120
V28D
2
Manor
5
4
5
1
100
- _
(
55 Duplex
38
2
5
1
380
1
21 3Bed 2StDrV Cottage
4-4 Duplex
7
2
4
1
56
j
(
3-3 Duplex
13
2
3
1
78
30'-6'
1
5 Bed Cottage
171
1280
5
1
85
1
25 3Bed 2Story Cottage
4 Bed Cottage
3 Bed Cottage
10
26
1
1
4
3
1
1
40
78
1280
2
2 Bed Cottage
7
1
2
1.5
21
'
I5W
1 Bed Cottage
9
1
1
1.5
13.5
j
29 1 Bed Cottage
TOTAL
167
13',8'
7500
1
1174
PHASE 1, 2 & 3 PARKING LEGEND
Parking Spaces Provided 1453
UNIT NAME
Lodge 1 Bed
# of BUILDINGS # OF UNITS
6�i 3
# OF BEDROOMS
PER UNIT
1
#OF PARKING SPACES
REQ'D (1,1.25,1.5)
1.5
TOTAL PARKING
SPACES REQ'D
27
Handicapped Parking Spaces Provided 12
Lodge 2 Bed
5
3 1
2
1.5
45
Parking Spaces Required 13944
Lodge 3 Bed
17
3 1
3
1
153
!
Lodge 4 Bed
10
3
4
1
120
-
r- --
Manor
8
4
5
1
160
1
5.5 Duplex
42
2
5
1
420
!_
_
4.4 Duplex
33 Duplex
7
13 (
2
2
4
3
1
1
56
78
_
-CB--ed Cottage
18
1
5
1
90
- --�1--
4 Bed Cottage
18
1
4
1
72
��
----
3 Bed Cottage
40
1
3
1
120
i
2 Bed Cottage
12
1 1
2 1
1.5 1
36
j
1 Bed Cottage
11
1
1
1.5
16.5
_
TOTAL
207
30'-10'
1750
1
1393.5
Legend
Property Boundary - --�
Easement -
Fire Lane -FIRE LANE ® FIRE LANE -
Water Line wL
Sanitary Sewer Line ' ss
Electrical Service -u-
1 Phase Elec i o
3 Phase Elec-.3 0
600 -Amp Elec 600 Aw
Contours 310
CAN
Underground Telephone UT
Typical Crosswalk Location
Setback Line .......................
FDC >
Cleanout
MH ®o
Street Light +
Transformers HR
Fire Hydrant d
Water Meter Il
Sidewalk Drive/pavement
EM Area Area
NOTE:
1. ALL Radius & Dimensions Shown are
Measured to F/C, Unless Otherwise Noted.
Lot Type
InteriorSq.
Feet
#Stories
OvereStit.
FireFlow #Hydrants
Raced Reqd
1 5Bed Manor Unit
7218
2
30'-8^
2250
2
2 5Bed Manor Unit
7156
2
30'-8"
2250
2
3 5Bed Manor Unit
7156
2
30'-8'
2750
2
4 5Bed Cottage
1789
2
30'-6"
15M
1
5 .5 Bed Manor Unit
7218
2
30'-8' 1
2250
2
6 15Bed Manor Unit
72182
30'-1 (
30'-8'
n%
2
7 SBed Manor Unit
7756
2
30'-8"
2250
2
8 5Bed Manor Unit
7756
2
3(y -g•
2250
2
9 5 Bed Cottage
1789
2
30'-6"
1500I
79 3 Bed Duplex Unit
10 5Bed Manor Unit
7218
2
30'-8'
2250
2
11 5 Bed Cottage
1789
2
30'-6^
1500
1
12 5 Bed Duplex Unit
3668
2
30'-10"V50
1
1
13 5Bed Duplex Unit
3666
2
30'-10'
1750
1
14 5 Bed Duplex Unit
3658
2
30'-10' 1
1750
1
15 5 Bed Duplex Unit
3668
2
30'-10^
1750
1
16 5 Bed Cottage
1789
2
30'-6'
1500
1
17 5 Bed Cottage
1789
2
30'-6'
1500
1
18 3 Bed 2Story Cottage
V28D
2
25'3'
1500
1
19 5Bed Cottage
1789
2
30'-6•
1500
1
20 3Bed 2Sto Co a
1280
2
25'-5'
7500
1
21 3Bed 2StDrV Cottage
3280
2
25'-5"
1500
1
2Z 5 Bed Cottage
1789
2
30'-6°
1500
1
23 5 Bed Cottage
1789
2
30'-6'
1500
1
24 3 Bed 2Story Cottage
1280
2
25'-5'
1500
1
25 3Bed 2Story Cottage
1280
2
25'-5'
7500
1
26 3 Bed 2Sto Co a
1280
2
25'-5'
1500
1
27 5 Bed Cottage
1789
2
30'-6'
I5W
1
28 5 Bed Cottage
1789
2
317-6•
35M
1
29 1 Bed Cottage
512
1
13',8'
7500
1
30 1 Bed Cottage
512
1
73'-8' 1
1500
1
31 4 Bed Cottage
1451
2
22'-9"
7500
1
32 48ed Cotta a
1451
2
22'-9"
15W
1
33 5 Bed Cottage
1789
2
30'-6'
15M
1
34 3Bed 2Story Cottage
7280
2
25'-5'
1500
1
35 3 Bed 2Story Cottage
1280
2
25'-5°
15W
1
36 3 Bed 2StDrV Cottage
1280
2
25'-5^
1500
1
37 5Bed Duplex Unit
3668
2
30'-10'
1750
1
38 5 Bed Duplex Unit
3668
2
30'-7A"
1750
1
39 5 Bed Duplex Unit
3668
2
30'-10'
1750
1
40 5 Bed Duplex Unit
3658
2
30'-30^
1750
1
41 5 Bed Duplex Unit
3668
2
30'-10'
1750
1
42 5 Bed Duplex Unit
3668
2
30'-10'
1750
1
43 3Bed 2Story Cottage
7280
2
25'-5'
1500
1
44 5 Bed Duplex Unit
3668
2
30'-10'
1750
1
45 5 Bed Duplex Unit
365E
2
30'-10"
1750
1
46 5 Bed Duplex Unit
36M
2
3(Y -IM
1750
1
47 5 Bed Duplex Unit
3668
2
30'-I0^
1780
1
48 4Bed Cottage
1451
2
22'-9"
1500
1
49 3Bed2StoryCottaga
1280
2
25'-5'
7500
1
50 5 Bed Duplex Unit
3668
2
30' -IW
1750
1
51 3 Bed Duplex Unit
25M
2
25'-5•
1500
1
52 4Bed Duplex Unit
2950
2
22'-9'
7500
1
53 3 Bed Duplex Unit
2500
2
25.5'
1500
1
54 38ed Du lex Unit
2560
2
25'5'
2500
1
55 5 Bed Duplex Unit
3668
2
30'-10'
1750
1
56 5 Bed Duplex Unit
3668
2
30' -Ur
1750
1
57 5 Bed Duplex Unit
3668
2
30'-1(r
1750
1
58 5 Bed Duplex Unit
3668
2
3(y -SO'
1750
1
59 5 Bed Duplex Unit
3658
2
30'-10"
1750
1
00 3 Bed Duplex Unit
2550
2
75'-5'
1501)
1
61 4Bed Cottage
1451
2
22'-g•
1500
1
62 3Bed 2 Story Cottage
1280
2
25'-5°
1500
1
63 13 Bed 2Story a
1280
2
25'-S"
1500
1
64 3 Bed 2Story Cottage
1280
2
25-5'
1500
1
65 1 Bed Cottage
522
1
13'-8'
7500
1
65 5 Bed Duplex Unit
36M
2
30'-10'
1750
1
67 5 Bed Duplex Unit
3668
2
31)'-10°
1750
1
66 5 Bed Cottage
1789
2
30'.6"
1500
1
W 5 Bed Duplex Unit I
36118 1
2
30'-10°
1750
1
r
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IV# GV STD ST PIPE -FILL W/ CONC.
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Lott -Type
IrrteriarSq.
Feet
#Stories overail
FireFlow #Hydrants
Rad d
70 5 Bed Duplex Unit
3666
2
30'-10,..
1750
1
71 5 Bed Duplex Unit
3668
2
W-101
1750
1
72 5 Bed Duplex Unit
3668.
2
3V-10jj
1750
1
73 5 Bed Du lex Unit
3668
2
W-101
1750
1
74 5 Bed Duplex Unit
3668
2
30'-1 (
1750
1
75 5 Bed Duplex Unit
3668
2
30'-1 (
1750
1
76 5 Bed Duplex Unit
3668
2
30'-1 (
1750
1
77 5 Bed Duplex Unit
3668
2
V-10 1
1750
1
78 4Bed Duplex Unit
2950
2
22'-9" !
1500
1
79 3 Bed Duplex Unit
2560
2
25'-5" !
1500
1
80 3 Bed Duplex Unit
2560
2
2V-5"11
I 1500
1
81 3Bed Duplex Unit
2560
2
25'-5"11
1 15W
1
82 5 Bed Du lex Unit
3668
2
30'-10 !
1750
1
83 3 Bed 2 Sto Cotta
1280
2
25'-5" (
1500
1
84 2 Bed cottage
832
1
i6'--2' (
1500
1
85 3 Bed 2 Story Cottage
1280
2
25'-5" !
7500
1
86 3 Bed 2 Story Cottage
1280
2
25'-5" !
1500
1
87 2 Bed Cottage
832
1
16'-2" !
3500
1
88 3 Bed Duplex Unit
2560 1
2
25'-5"
1500tta
158 3BedIStorvCc#ttaee
3141
1789
2
30'-6° 1
150D
159 3Bed lStory Cottage
90 3 Bed 2 StoryCotta
280 1
2
25' -5' !
1 500
1
91 1 Bed Cotta
512
1
13'-8" (
1500
1
Al1
92 IBed Cotta
512
1
13'-8° !
1500
1
93 3 Bed 2 Sto Cotta
3280
2
25'-5" !
1500
1
94 3Bed 2Sto Cotta
3280
2
25'-5" !
15a0
% 2 Bed Cottage 1
832
1
1 16'--2" !
1500
1
95 5 Bed Cottage
1789
2
1 30-6" !
1500
1
97 5 Bed Cottage
1789
2
30'-6"
15W
1
98 3 Bed 2 Story Cottage
1280
2
25-5"
1500
1
99 313ed2SIboryCottage
1280
2
25'--5" !
15W
1
100 3.Bed2StorVCottage
1280
2
25'-5" (
1500
1
101 3Bed Duplex Unit
2560
2
25'-5"
1500
1
102 4Bed Cottage
1451
2
22'-9"!,
1500
1
103 3 Bed -2 Story Cottage
1280
2
25'-5" !'.,
ISM
1
1(14 5 Bed Cottage
1789
2
30-6° �',.
1500
1
105 4Bed Cottage
1451
2
22'-9"!'.....
ISW
1
106 1 Bed Cottage
512
1
13'-8" !'....
3500
1
107 1Bed Cottage
512
1
13'-8"!..
ISM
1
108 1 Bed Cottage 1
512
1
13'-8^
3500
1
109 3Bed Duplex Unit 1
2560
2
25'-5' '..
ISM
1
110 4Bed Duplex Unit
2950
2
22'-9"
1500
1
111 3 Bed Duplex Unit
2560
2
25'-5'
1500
1
112 4Bed Duplex Unit
2950
2
22'-9" '.......
150D
1
113 3 Bed Duplex Unit
2560
2
25'-5°
150a
1
114 4Bed Cottage
1451
2
22'-9"
1500
1
115 4Bed Cottage
1451
2
22'-9'
1500
1
116 3Bed Duplex Unit
2560
2
25'-5'
15M
1
117 3 Bed 2 Story Cottage
1280
2
25-5" !'..
1500
1
118 4Bed Cottage
1451
2
22'-9' '....
1500
7
119 3Bed 2Story Cottage
12W
2
25'-S" !''..,
1500
1
120 3 Bed 2 Story Cottage
1280
2
Iwo
1
190 28ed Lodge Unit
121 3Bed2StorvCottaLe
1280
2
25-5" 11
1500
1
122 3 Bed IStory Cottage
1141
1
15'--2" !'..
1500
1
123 3 Bed 2 Story Cottage
I=
2
25'-5' ''..,
150
1
124 4Bed Cottage
1451
2
22'-9° -'.
1500
1
125 3 Bed 1 Story Cottage
1141
1
1!V-21 ',..
1500
1
126 18edCatta
512
1
>3-8" '...
1500
1
127 1 Bed Cottage
512
1
13'--8" ('..
15W
1
128 4BedCottage
1451
2
22'-9" !'',....
15110
1
12.9 2Bed Cottage
832
1
16'-2" !i.
1500
1
130 4 Bed Cottage
1451
2
22-9" '.,,.
I50D
1
131 3 Bed 2 Story Cottage
7280
2
25'--5" !'..
1500
1
132 4Bed Cottage
1451
2
22'-9" (..
ISM
1
133 3 Bed 2 Story Cottage
1280
2
25'-5" ('
1500
1
134 3 Bed 2 Story Cottage
1280
2
25-5" !
150D
1
135 48ed Du lex Unit
2950
2
22'-9" (
1500
1
136 48ed Du lex Unit
2950
2
22'-9'
1500
1
137 4 Bed Duplex Unit 1
2950
2
22'-9' !
3500
1
138 3 Bed 2 Story Cottage 1
1280 1
2
257FIl
1500
1
r I
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%NAVMORIZED VEHICLES PAWED N
DESWATED ACCESSIBLE SPACES NOT
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OR LICENCE PLATES ISSUED FOR PERSONS
WITH DISABILITIES ULL BY FINED.
Int Tnm
Interior
Sq, Feet #Stories overall HG
Fre Flow # Hydrants
Reqd Rend
139 4BedCottage
1451
2
2Y-9"
15W
1
740 5Bed Cottage
1789
2
30'-6^
15DD
1
141 2Bed Cottage
832
1
16-2^
15DD
1
142 1Bed Cottage
512
1
13'-8"
25DD
1
143 4Bed Cottage
1451
2
22-9"
1500
1
144 2Bed Cottage
832
1
IS -2"
15DO
1
-3Bed2StoryCottage
1280
2
25-5"
1500
1
146 2Bed Cottage
832
1
36-2"
1500
1
147 2Bed Cottage
832
1
16'-2"
1500
1
148 SBed Du Iex Unit
3668
2
30'-10"
175D
1
149 5 Bed Duplex Unit
3868
2
30'-10"
1750
1
350 5Bed Du lex Unit
36M
2
30'-10"
1750
1
151 SBed Du lex Unit
3668
2
30'-I(^
1750
1
1% SBed Du lex Unit
3%9
2
30'10^
3750
1
153 5Bed Duplex Unit
3668
2
30'-10"
17W
1
154 5 Bed Duplex Unit
3668
2
3D' IW
175D
1
155 5Bed Duplex Unit
3668
2 1
30'-10"
VW
1
156 5Bed Duplex Unit
3668
2
30'-10"
1750
1
157 SBed Duplex Unit
3668
2
30'-10"
1750
1
158 3BedIStorvCc#ttaee
3141
1
15-2"
1500
1
159 3Bed lStory Cottage
IVIS
1
15-2"
15DO
1
160 4BedCottage
1451
2
224"
15DO
1
161 3Bed25toryCottage
1280
2
25'-5"
1500
1
162 3 Bed IStory Cottage
IMS
1
15-2"
15W
1
163 2Bed Cottage
832
1
V6'-2"
3500
1
364 4Bed Cottage
7x151
2
22'-9"
1500
1
165 2Bed
832
1
I6'-2"
1500
1
166 4Bed Cottage
1451
2
22-9"
1500
1
167 2BedCottage
832
1
76-2"
15DD
1
168 2Bed Cottage
832
1
16-2"
1500
1
]a 5Bed Cqqqgq
1789
2
30'-6^
1500
1
170 3BedLodgmUnit
3240
3
42'-4^
1500
1
171 3Bed Lodge Unit
3240
3
42'1"
1500
1
172 1Bed Lodge Unit
1782
3
42-4"
2500
1
173 lBedLodgeUnit
2782
3
42'-4"
35W
1
174 3Bed Lodge Unit
3240
3
42'-4"
2500
1
175 3 Bed Lodge Unit
3240
3
42'-4"
2500
1
176 3Bed Lodge Unit
3740
3
42'3"
35W
1
177 3Bed Lodge Unit
32411
3
42'3"
15W
1
178 3Bed Lodge Unit
3240
3
42.3"
15W
1
179 3Bed lodge Unit
3740
3
42'3^
351111
1
180 2Bed Lodge Unit
2592
3
a -Ir
1500
1
Lod Unit
781 _T82
2592
3
42'3"
15W
1
4Bed
2 4Bed Lod Unit
4212
3
42'3"
1500
I
183 4Bed Lodge Unit
4212
3
42'-4"
1500
1
284 4Bed lodge Unit
4212
3
42'3"
]500
1
185 4Bed Lodge Unit
4212
3
42'3"
1500 1
1
186 4BedLodgeUnit
4212
3
42'3^
1500
1
187 4Bed Lodge Unit
4212
3
42'3^
15W
1
188 3Bed lodge Unit
3240
3
42'3"
1500
1
189 313ed Lod Unit
3740
3
42'3"
Iwo
1
190 28ed Lodge Unit
2592
3
424"
1500
1
191 3Bed Lodge Unit
3240
3
42'3"
15W
1
192 4BedLodgeUnit
4212
3
42'3"
7500
1
L7e'413edlodge Unit -
4212
3
42'-4"
1500
1
194 3Bed Lodge Unit
3740
3
42'4"
1500
1
1% 28ed Lodge Unit
25M
3
42'3"
1500
1
1% 213edtodgeUnit
2592
3
42'4"
15W
1
197 3Bed Lodge Unit
3240
3
42.3^
15W
1
398 4Bed Lodge Unit
4212
3
42'4"
15110
1
2.99 3 Bed Lodge Unit
3240
3
42'3"
15M
1
2DD 18edlodgeUnit
1782
3
42'3"
ism
1
201 1Bed Lodge Unit
1782
3
42'4"
1500
1
202 3Bed Lodge Unit
3240
3
4Z -e I
1500
1
203 4Bed Lodge Unit
4212
3
42'3"
7500
1
204 3Bed Lodge Unit
3740
3
42'4"
15(10
1
205 3Bed Lodge Unit
3]AO
3
42'3"
3500
1
206 5Bed Lodge Unit
1782
3
42'3"
3500
1
207 3Bed Lodge Unit
1782
3
42'3"
3500
1
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DO NOT PLACE MULCH :IIID
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NOTE: CONTRACTOR TO CONFIRM THAT
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TYPICAL TREE PLANTER DETAIL
Not I o Scale
I . VERIFY ALL UTILITY LOCATIONS IN THE FIELD BEFORE BEGINNING WORK.
REPAIR DAMAGED UTILITIES TO OWNER'S SATISFACTION AT NO ADDITIONAL COST.
2. VERIFY QUANTITIES ON PLAN BEFORE PRICING WORK. NOTIFY LANDSCAPE DESIGNER
OF DISCREPANCIES IN QUANTITIES PRIOR TO SUBMITTING PRICING.
3. STAKE PLANT LOCATIONS FOR APPROVAL BY THE LANDSCAPE DESIGNER
BEFORE INSTALLATION. ADJUST STAKED LOCATIONS AS DIRECTED.
4. ALL MATERIALS ARE SUBJECT TO APPROVAL OF THE LANDSCAPE DESIGNER
AND OWNERAT ANYTIME.
5. ALL PLANTS SHALL BE HEALTHY, VIGOROUS MATERIALS, ,FREE FROM DISEASE AND PESTS
AND MEET OR EXCEED THE STANDARDS SET FORTH'IN'AMERICAN STANDARD FOR
NURSERY STOCK, LATEST EDITION. MAIN LEADERS OF ALL TREES SHALL REMAIN INTACT.
6. MULCH ALL PLANTING BEDS WITH SHREDDED HARDWOOD MULCHTO A DEPTH OF 3.
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 T FROM 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 PROPORTIONS:
4 PARTS NATIVE TOPSOIL
2 PARTS DECOMPOSED ORGANIC MATTER
2 PARTS SAND
PRE -MIX TOPSOIL BEFORE PLACING IN BED.
10. REMOVE FROM SITE ANY PLANT MATERIAL WHICH TURNS BROWN OR
DEFOLIATES WITHIN FIVE (5) DAYS AFTER PLANTING. REPLACE IMMEDIATELY
WITH APPROVED SPECIFIED MATERIAL.
11. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANT MATERIAL DURING INSTALLATION
CONTRACT PERIOD UNLESS OTHERWISE SPECIFIED. MAINTENANCE INCLUDES WATERING,
SPRAYING, WEEDING, MULCHING, STRAIGHTENING, FERTLIZING, CLEANUP, ETC.
12. LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL MATERIAL AND WORKMANSHIP FOR
A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE.
13. IT IS THE RESONSIBILITY OF THE LANDSCAPE CONTRACTOR TO DETERMINE WATER
APPLICATION RATES AND TIMER CYCLING. THE IRRIGATION CONTRACTOR WILL
INSTRUCT THE LANDSCAPE CONTRACTOR ON THE OPERATION AND PROGRAMMING
OF THE CONTROLLER.
14. INSTALL ALL PLANT MATERIALS IN ACCORDANCE WITH LOCAL CODES
AND ORDINANCES.
15. LANDSCAPE CONTRACTOR TO PROVIDE OWNER WITH AS -BUILT DRAWINGS FORALL 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 IRRIGATION SYSTEM WILL BE INSTALLED TO COVER THE ENTIRE LANDSCAPED AREA OF THE SITE.
18. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVI NG, DECORATIVE ROCK (NOT LOOSE), ORA PERENNIAL GRASS IS REQUIRED
IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT
PROPERTY DISTURBED DURING CONSTRUCTION.
GENERAL PLANTING. NOTES
I NUL i U OLdie
LANDSCAPE REQUIREMENTS
Symbol Name Size
Live Oak/ Quercus virginiana 2.5-3" caliper
+r
(Canopy Tree)
aatl Value
i
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340 150
+ Chinese Pisache / Pistacia chinensis 2.5-3" caliper 123
(Canopy Tree)
Drake Elm / Ulmus parvifolia'Drake' 2.5-3" caliper 22
(Canopy Tree)
.0 Crepe Myrtle / Lagerstromia indica 1.25-1.5" caliper 130
(Non -canopy Tree) per cane
SITE AREA POINTS CALULATIONS
2,363,764 sf / 1,000 x 30 = 70,913 points required
STREETSCAPE POINTS CALCULATIONS
165 If on Market Street / 32 LF = 5 trees required
291 If on Junction Boys Road / 32 LF = 9 trees required
692 If on Dowling Road / 32 LF = 22 trees required
FRONTAGE POINTS CALCULATIONS
165 If + 291 If + 692 / 50 ft x 300 = 6,888 points required
150
150
Total
111
3,300
5,200
TOTAL POINTS REQUIRED: 77,801 TOTAL POINTS PROPOSED: 77,950
BUFFERYARD REQUIREMENTS
Symbol Name Size Quantity
Laurel Oak/ Quercus laurifolia 2" caliper 54
o 4
(Canopy Tree)
r" Wax Myrtle / Myrica pusilla 5 gallon / 36" ht. 450
(Canopy Tree)
BUFFER CALCULATIONS
1,345 If of Buffer/ 251f =,_(54) 2" cal. Shade Trees
1,345 If of Buffer/3 If = (450) 5 gallon shrubs
TOTAL TREES REQUIRED: 54 TOTAL TREES PI
TOTAL SHRUBS REQUIRED: 449 TOTAL SHRUBS
3
LANDSCA�ER�lUIRlI ENT CHART Not To Scale
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