HomeMy WebLinkAboutDrawingsMINIMUM BUILDING SETBACKS
ARE 10' FROM BACK OF CURB ON
CHURCH AVENUE AND 12' ON
UNIVERSITY DRIVE.
NOTE: ALL ROOF AND
GROUND -MOUNTED MECHANICAL
EQUIPMENT SHALL BE SCREENED
FROM VIEW OR 150LATEP 50 AS
NOT TO BE VISIBLE FROM ANY
PUBLIC RIGHT -OF WAY OR
RE51DENTIAL D15TRICT WITHIN 150'
OF SUBJECT LOT MEASURED
FROM A POINT FIVE FEET ABOVE
GRADE. SUCH 56REENIN(5 SHALL
BE COORDINATED 1NITH THE
BUILDING ARCHITECTURE AND
SCALE TO MAINTAIN A UNIFIED
APPEARANCE.
SUBJECT PROPERTY DOES NOT
LIE WITHIN A DESIGNATED FLOOD
PLAIN ACCORDING TO THE
FEDERAL EMERGENCY
MANAGEMENT A6ENCY'5 FLOOD
INSURANCE RATE MAP FOR
5RAZO5 COUNTY, TEXAS
COMMUNITY PANEL NO.
4504160143 C, DATED JULY 2,
1982.
/ A;2 " -\ -
10' FROM BACK OF CURB
PUBLIC 51DEWALK OF
BRICK PAVER5 "HOLLAND
5TONE" BY PAVE5TONE IN
"RIVER RED" WITH RUNNING
BOND PATTERN ON 4"
CONCRETE PER CITY
5TANDARD5.
PUBLIC, ROW
TO BE IMPROVI
WALL TH 2
12' G TE
A
N/ / v
Bed
-. -
Studio
Area Data
21
CHURCH
'J Unit Schedule
1 Comm
..
30 SF
48
313R/313
1 x3=
3
B .:
74 x 4 = 296
-- -
10x5=
50
.: - .:
2x6=
No.
Unit
Type
Area
Total Area
No.
Unit
Type
Area
Total Area
Floor
Gross Area
00 SF
hafts
Net Area
Units
Public & Corridors
Amenities
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20
Al
Studio
450
9,000
1
F1
5 Bed / 5 Bath
1,768
1,768
18
16,383 SF
530
SF
15,853 SF
14,406 SF
p
1
10
A2
B1
Studio
1 Bed / 1 Bath
414
557
414
5,570
1
1
F2
F3
5 Bed / 5 Bath
5 Bed / 5 Bath
1,843
1,772
1,843
1,772
17
17,581 SF
530
SF
17,051 SF
14,451 SF
2,600 SF
10
B2
1 Bed / 1 Bath
557
5,570
1
F4
5 Bed / 5 Bath
1,717
1,717
16
17,581 SF
5
0 SF
17,051 SF
14,451 SF
2,600 SF
10
B3
1 Bed / 1 Bath
557
5,570
1
F5
5 Bed / 5 Bath
1,745
1,745
15
17,581 SF
5
0 SF
17,051 SF
14,451 SF
2,600 SF
6
B4
1 Bed/ 1 Bath
543
3,258
1
F6
5 Bed / 5 Bath
1,809
1,809
14
17,581 SF
5
0 SF
17,051 SF
14,451 SF
2,600 SF
2
1358
1 Bed / 1 Bath
543
1,086
1
F7
5 Bed / 5 Bath
1,780
1,780
1
-
2
B5R
1 Bed / 1 Bath
543
1,086
1
F8
5 Bed / 5 Bath
1,810
1,810
13
17,581 SF
530
SF
17,051 SF
14,451 SF
2,600 SF
1
B7
1 Bed / 1 Bath
849
849
1
F9
5 Bed / 5 Bath
1,852
1,852
12
17,581 SF
530
SF
17,051 SF
14,451 SF
2,600 SF
10
C1
2 Bed / 2 Bath
886
8,860
1
F10
5 Bed / 5 Bath
1,915
1,915
11
17,581 SF
5
0 SF
17,051 SF
14,451 SF
2,600 SF
8
C2
2 Bed / 2 Bath
886
7,088
1
G1
6 Bed / 6 Bath
2,004
2,004
10
17,581 SF
5
0 SF
17,051 SF
14,451 SF
2,600 SF
2
C3
2 Bed / 2 Bath
886
1,772
1
G2
6 Bed / 6 Bath
2,318
2,318
1
C5
2 Bed / 2 Bath
780
780
9
17,581 SF
530
SF
17,051 SF
14,451 SF
2,600 SF
1
C6
2 Bed / 2 Bath
1,157
1,157
173
Units
179,413 Sq. Ft.
8
17,581 SF
530
SF
17,051 SF
14,451 SF
2,600 SF
1
C7
2 Bed / 2 Bath
1,199
1,199
7
17,581 SF
5
0 SF
17,051 SF
14,451 SF
2,600 SF
1
C8
2 Bed / 2 Bath
1,134
1,134
6
17,581 SF
30 SF
17,051 SF
6,046 SF
3,457 SF
7,548 SF 1
D1
3 Bed / 3 Bath
1,591
1,591
8
E1
4 Bed / 4 Bath
1,350
10,800
10
E2
4 Bed / 4 Bath
1,412
14,120
SUBTOTAL
227,355 SF
6,890
SF
220,465 SF
179,413 SF
32,057 SF
7,548 SF 10
E3
4 Bed / 4 Bath
1,389
13,890
11
E4
4 Bed / 4 Bath
1,350
14,850
P5 Parking
23,770 SF
r30
SF
23,240 SF
11
E5
4 Bed / 4 Bath
1,334
14,674
P4 Parking
36,470 SF
E95
SF
35,775 SF
11
E6
4 Bed / 4 Bath
1,350
14,850
8
E7
4 Bed / 4 Bath
1,350
10,800
P3 Parking
36,470 SF
E
95 SF
35,775 SF
2
E7S
4 Bed / 4 Bath
1,350
2,700
N/ / v
Bed
-. -
Studio
21 x 1
21
CHURCH
A V E N U E
1 Comm
..
30 SF
48
313R/313
1 x3=
3
B .:
74 x 4 = 296
-- -
10x5=
50
.: - .:
2x6=
12
173 Units = 471 Beds
A
1-2 Parking
36,470 SF
95 SF
35,775 SF
2 E8 4 Bed / 4 Bath 1,350 2,700
CHURCH
A V E N U E
1 Comm
23,226 SF
30 SF
22,696 SF
1 E10 4 Bed / 4 Bath 1,712 1,712
86
P 5
P1 Parking
11,342 SF
65 SF
11,177 SF
CRETE PER CITY
ALL AREA5BETWEEN5IDEYVALK
AND BUILDING WILL BE 100%
5TIANDARD5.
SUBTOTAL
167,748 SF 3,310SF
� -VL- rjg5m�l W-1501411 HIM
164,438SF
5'X 6- R -5-1351A1 TREE GRATE 1
LANDSCAPED/5TREET56APED
AND IRRIGATED PER CITYOOT
REQUIREMENTS
NO BACK)
BENCHE5 BY
r[RB-12
AND CURB CUTS A5 5HOkNN.
TOTAL
396,301 SF 10,
00 SF
386,1O1 SF
BY NEENAHN FOUNDRY PER CITY 'i
5TANDARD5 AT EACH TREE WELL ,
ANLEY PER
DARD5
EXISTING
Parking
i r
�
P 1
�:��:':'%,�•��� ac.�:�
P 2a
22
P 2b
61
-mo-ii
86
P 4
86
P 5
56
BOND PATTERN ON 4"
CRETE PER CITY
-
5TIANDARD5.
5 470 44'43" E - 18 .21'
PUBLIC ROW
� -VL- rjg5m�l W-1501411 HIM
TO BE MPROVED
STO
Cn
AND CURB CUTS A5 5HOkNN.
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EXISTING
Parking
Schedule
Floor Spaces
P 1
17
P 2a
22
P 2b
61
P 3
86
P 4
86
P 5
56
Total 328
471 BEDS x.75 = 354
354 x.75 (NORTHGATE) = 266 REQUIRED
--N
4a
G urch Ave (t)
to <
4-1Q
V
6, SITE
4-1
Z v
University Drive
Wa:
�O
uz
tic i n it Map-
NT5��
A V
I
N
DEMOL15H AND REMOVE ALL
EXISTING CURBS, CURB Ia1T5, AND
10' FROM BACK OF CURB
51DEWALK5. REPLACE Yt,;ITH CITY
PUBLIC SIDEWALK OF
STANDARD CURBS, 51DE.YVALK5,
BRICK PAVER5 "HOLLAND
AND CURB GUT5 A5 SHOWN.
5TONE" BY PAVE5TONE IN
_O
NN
"RIVER RED" WITH RUNNING
BOND PATTERN ON 4"
CRETE PER CITY
-
5TIANDARD5.
5 470 44'43" E - 18 .21'
PUBLIC ROW
TO BE MPROVED
;.tJ'-I-�PC�.. • Vii.. :�.I. � <e' •.:<• .: %::: I •- •; �!' ':;�< STEPS
RAMP RAMP
BUILPIN& OV RHAN6
b•
Iry
L
fi �' 3 / /
1
/ PROPOSED
' COMMERCIAL & DORMITORY BUILDING
/ / .y., / 18 FLOORS ABOVE GRADE
�0\0N�` 13 FLOORS DORMITORY UNITS
.100.0
1 GRADE LEVEL COMMERCIAL FLOOR
/ ��°� 5 PARKING LEVELS ABOVE GRADE
TOP OF ROOF = 170'-611
TOP OF ELEVATOR PENTHOUSE = 177'
I
1
A "Knox Box" security ke l system is
required on all buildings nd a Knox Switch
f l:
Is required on all gated entrances. •
1
REFER TO SHEETS L1.1 AND L2.1 FOR
r- - - - - - - - -
i( LANDSCAPE AND IRRIGATION PLANS
PUMP ROOM If
i LOCATION
I I
CI
OPEN DECK ABOVE PARKING GARAGE
__.--�---- PARKING GARAGE
f
WATER METER
FIRE ENTRANCE
H I L L
F R A N K
■ ■ ■
A R C H I T E C T S
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\Gj O�GE E.
5575 Q-
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MARCH 25, 2015
CITY APPROVED 14'
TALL HADCO STREET
LIGHTS. POLE #CP4330.
LUMINAIRE #64540.
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PUBLIC V
UTILITY ,.. -
2
EASEMENT I- U- t-
12' FROM BACK OF CURB -
------------
PUBLIC SIDEWALK OF
BRICK PAVER5 "HOLLAND
STONE" BY PAVE5TONE IN _a ...L
i. 'RIVER RED" WITH RUNNING .L.
ELECTRICAL � BOND PATTERN ON 4" . • _.� _....1...... _ ........._ :_....._
1, I CONCRETE PER CITY i �-
EL:EZ, METERS
T;ZAN5FORME 5 I STANDARDS.
......
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FIRE WA L ,..
:,ONCR.ETE kNAtLf<
......_......._.... FIRE LL
in .... 15TI PR ER IN -:.
:.
T BE REM ED N O TY LINE
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ooGCooCOO Af - 5� �I ,
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JUL 3 i ?0113
WATER AND SEWER DEMANDSr3
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The Domestic Water sizing is based on the f �Ilowing: 'ANEEY� 8R!Ng
3065 water fixture units for the Apartments + r100 water fixture units for NOTE: All vertical concrete over 6 in
the Retail Area + 3165 Total F.U. I height (including the side of HC ramps) is
Tabulated from Table E101 B of the 2012 Int �rnational Plumbing Code 4 treated to look like stone, brick, or another
Total Domestic Water demand Load = 3165 j�
�•otal F.U. = 450 GPM NOW OR FORMERLY pattern approved by the Administrator or is
Site F screened.
COLLEGE STATION STATE BANK DRAAINCG i _
Tabulated from Table E102 of the 2012 International PlumbingCode. I - - -
EVIE -E FO �!
ZONE NG -2 NORTH �
' VOL. lbg, PG. 405 �g'� Scale: 1"=10' I � 5 '7-15-13 Added Unit and Parking
The Sanitary Drainage sizing is based on thefollowing: ' 5c.hedules
CO AN
3952 total Sanitary fixture units i i 6-25-15 Church Ave. Revisions
2
Tabula from Table 7 .1 PlanningComments
Tabulated 09 of the 2012 International Plumbing
Code
9
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SanitaryPipe Size = 3552 F.U. = 10 Sanitary line at 1/2 M slope p �- - - 5-24-13 Church Ave. Revi5ion5
Tabulated from Table 710.1 of the 2012 International Plumbing Code ' COLL UE S-'Af lt., N 1
DEVELOPMENT SERVICES
505
PLAT FILE): z53I � Project: 12
I - Date: MARCH 28, 2013
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❑ Copyright 2012 Hill 4 Frank, Inc.. Sheet of
The Drawings, Specifications and other do uments prepared by the Architect for this Project are instruments of the Architect's service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall retain all common low, statutory and other reserved rights, including the copyright: The Owner shall be permitted to retain copies, including reproducible copies, of the V� �'`-•1'
Architect's Drawings, Specifications and o :rer documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect.
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PUBLIC V
UTILITY ,.. -
2
EASEMENT I- U- t-
12' FROM BACK OF CURB -
------------
PUBLIC SIDEWALK OF
BRICK PAVER5 "HOLLAND
STONE" BY PAVE5TONE IN _a ...L
i. 'RIVER RED" WITH RUNNING .L.
ELECTRICAL � BOND PATTERN ON 4" . • _.� _....1...... _ ........._ :_....._
1, I CONCRETE PER CITY i �-
EL:EZ, METERS
T;ZAN5FORME 5 I STANDARDS.
......
• ..:..............
• tt.j
FIRE WA L ,..
:,ONCR.ETE kNAtLf<
......_......._.... FIRE LL
in .... 15TI PR ER IN -:.
:.
T BE REM ED N O TY LINE
.... ... -----------------` uo Hoop i.. f •,
ooGCooCOO Af - 5� �I ,
=I
JUL 3 i ?0113
WATER AND SEWER DEMANDSr3
p b
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The Domestic Water sizing is based on the f �Ilowing: 'ANEEY� 8R!Ng
3065 water fixture units for the Apartments + r100 water fixture units for NOTE: All vertical concrete over 6 in
the Retail Area + 3165 Total F.U. I height (including the side of HC ramps) is
Tabulated from Table E101 B of the 2012 Int �rnational Plumbing Code 4 treated to look like stone, brick, or another
Total Domestic Water demand Load = 3165 j�
�•otal F.U. = 450 GPM NOW OR FORMERLY pattern approved by the Administrator or is
Site F screened.
COLLEGE STATION STATE BANK DRAAINCG i _
Tabulated from Table E102 of the 2012 International PlumbingCode. I - - -
EVIE -E FO �!
ZONE NG -2 NORTH �
' VOL. lbg, PG. 405 �g'� Scale: 1"=10' I � 5 '7-15-13 Added Unit and Parking
The Sanitary Drainage sizing is based on thefollowing: ' 5c.hedules
CO AN
3952 total Sanitary fixture units i i 6-25-15 Church Ave. Revisions
2
Tabula from Table 7 .1 PlanningComments
Tabulated 09 of the 2012 International Plumbing
Code
9
a J
SanitaryPipe Size = 3552 F.U. = 10 Sanitary line at 1/2 M slope p �- - - 5-24-13 Church Ave. Revi5ion5
Tabulated from Table 710.1 of the 2012 International Plumbing Code ' COLL UE S-'Af lt., N 1
DEVELOPMENT SERVICES
505
PLAT FILE): z53I � Project: 12
I - Date: MARCH 28, 2013
P d
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❑ Copyright 2012 Hill 4 Frank, Inc.. Sheet of
The Drawings, Specifications and other do uments prepared by the Architect for this Project are instruments of the Architect's service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall retain all common low, statutory and other reserved rights, including the copyright: The Owner shall be permitted to retain copies, including reproducible copies, of the V� �'`-•1'
Architect's Drawings, Specifications and o :rer documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect.
W
Landscape Requirements:
1 Perform all work in accordance with all applicable laws, codes, and regulations required by authorities
having jurisdiction over such work and provide all inspections and permits required by Federal, State,
and local authorities in supply, transportation, and installation of materials.
2. The contractor shall be responsible for the verification of all underground utility lines (telephone, gas,
water, electrical, cable, TV, etc.) and all overhead utility easements prior to start of any planting works.
3. All plant materials shall possess the following minimum qualities:
a. Plants shall be nursery grown in accordance with good horticultural practices under climatic
petit' ' i hhe project -for at -least twelve months. -
b. All plants shall be heavy, symmetrical, tightly knit, so trained or favored for development and
appearance as to be superior in form, number of branches, compactness, and symmetry.
C. Plants shall be sound, healthy and vigorous, well branched, and densely fJ14ak6d vjhen in leaf.
They shall be free of disease, insects, pests, eggs, or larvae.
d. All plants shall be true of species and variety and shall conform to measurements (caliper size,
trunk heights, spread) as specified on the drawings.
e. Container grown stock when specified shall have grown in the container in which delivered for at
least six months, but not over two years. Samples must prove no rootbound conditions exist.
f. Caliper measurements shall be taken at a point on the trunk six inches (6") above natural ground
line for trees up to four inches (4") in caliper.
g. All trees shall be staked by a minimum of two metal "T" stakes for single trunk trees and three
stakes for all multi -trunk trees.
4. Planting mix shall be thoroughly mixed in the following proportions:
a. Prepared soil as backfill for shade and ornamental trees shall be: 5 part clay loam topsoil + 2 part
compost + 1 part sharp sand + 4 Lbs. Commercial fertilizer per CY Or 10 Lbs. Organic fertilizer.
b. Prepared soil as backfill for shrubs and groundcovers and seasonal colors shall be: 1 part
enriched mulch + 1 part compost bark mulch + 1 part enriched topsoil + 1 part No. 1 Bank
Sand + 3 Lbs. Time- released fertilizer, 14-14-14 per CY or 8 Lbs. Organic fertilizer.
5. Excavation work and Surface drainage works shall conform to the following requirements:
a. Test drainage of plant beds and plant pits by filling with water twice in succession. Conditions
permitting the retention of water for more than 24 hours shall be brought to the attention of the
Owner.
b. Work shall include the final responsibility for proper surface drainage of planted areas. Any
obstructions on the site, or prior work done by another part, which precludes establishing proper
drainage shall be brought to the attention of the Owner in writing.
C. Excavate each tree hole 18" deep plus the depth of the tree container size (15 gal. Or 30 gal. Or
65 gal. Or 100 gal.).
d. Excavate entire shrub bed to a depth of 8" plus the depth of the shrub container size (5 gal.)
unless noted as being pit planted on landscape legend.
e. Excavate entire groundcover bed to a depth of 6" plus the depth of the groundcover container
size (4" pot or 1 gal.).
6. Additional work requirements on landscape areas:
a. Prior to installation of any planting works (trees, shrubs, grou ndcover and grass works); apply
"Round Up" in all planting areas to eradicate all weed growths on site.
b. Install weed control barriers in all trees, shrub and groundcover planting areas. Weed barrier
fabric shall be black polypropylene sheet 27 mils thick, 4 oz/s.y. grab tensile strength per ASTM
D-4632; 90 lbs. (machine direction) 50 lbs. (cross machine direction). Provide DeWitt "Weed
Barrier" or aprpoved substitute.
C. Edge all planting bed areas with Ryerson steel edging to clearly define the edge of the
planting bed the start of the grass areas. Edging shall be Ryerson estate Curb, 1/8"x4" with new
stakes free of rust.
d. Spread a minimum two inch layer of pine bark mulch overall shrub and groundcover bed areas.
7. Landscape maintenance work by the Landscape Contractor after final acceptance shall include the
following:
a. The maintenance period shall commence upon inspection and approval at Final Acceptance and
shall be for a period of Thirty Days (30).
b. The landscape contractor shall coordinate the watering program for all the landscape work with
the Owner.
C. Maintenance of new plantings shall consist of watering, cultivating, weeding, mulching, restaking,
tightening and repair of guys; resetting plants for proper grades or upright position, and furnishing
and application of pesticides/herbicides; sprays, and invigorants as are necessary to keep
plantings free of insects and disease and in a thriving condition.
8. Warranty Periods, Plant Guarantees, and Replacements:
a. Planting supplied shall be warranted to remain alive and healthy for a period of twelve months
(12) after the date of Final Acceptance by Owner. Plants in an impaired, dead, or dying condition
after initial acceptance or within 12 months shall be removed and replaced immediately to the
satisfaction of the Owner.
Grass Sod Requirements:
1. Sod shall be Stenotaphrum secundatum (St. Augustine) grass sod with 95% purity and shall be dense
with the grass having been mowed at one inch (1") height before lifting from field. All sod to be grown
on fertile topsoil. Sod shall be in vigorous condition, dark green in color, free of all diseases,
undesirable weed growths, and harmful insects. Sod is not to be stacked for more than twenty four (24)
hours between time of cutting and time of delivery.
2. The ground surface shall be cleared of all materials which might hinder proper tillage and materials
which might be harmful to plant growth or subsequent maintenance operations (mowing) and therefore
must be removed from the site completely.
3. Bed preparations - immediately after the finish grade has been approved, begin sodding operations to
reduce excessive weed growth.
4. Lay sod so that adjacent strips butt tightly with no spaces between strips. Lay sod on mounds and
slopes with strips parallel to the contours. Stagger the joints. Topsoil shall be raked over all joints to fill
any spaces that may permit air to enter and dry the joints. Tamp and roll sod thoroughly to make
contact with sod bed. Tamp and roll with light weight turf roller so as to eliminate all air pockets, provide
a true and even surface, and insure knitting without displacement of sod or deformation of the surface
of the sodded areas.
5. Water sod thoroughly, immediately after installation. The entire sodded areas shall be saturated to a
depth of 4" watering with a fine spray within five (5) hours after the sod has been ins'tafled.
6. Areas to be solid sodded shall be maintained until substantial completion of the project. Maintenance
shall consist of weeding, fertilizing, insect control, watering, and mowing.
7. Begin maintenance on sod immediately after sod work has been completed. The maintenance period
shall begin upon inspection and approval at Substantial Completion date and shall be for THIRTY (30)
days.
8. Final acceptance for sod establishment means a complete lush cover with no brown sections or cracks
showing. Sod shall have established to the extent that satisfactory capillary action between the sod and
soil has been established.
717 University - College Station Landscape Calculation Form:
Item
Proposed Plantings
Size
Quantities
Type
Designated Points
Total Points
1
Quercus Virginiana
(Live Oak)
4" cal.
11
Canopy tree
300 points
3,300 poins
2
2
Ulmus P. Semperviren
(Atlee Drake Elm)
4" cal.
6
Canopy tree
300 points
1,800 points
I
3
Lagerstroemia Indica
(Basham Pink Crepemyrtles)
2" cal.
5
Non -canopy tree
40 points
200 points
i
4
Raphiolepis Indica
5 gal'
9
Non -screening
1 points
t
9 points.;
12
(Clara Indian Hawthorn)
15" O.C.
18" O.C.
13.0"
15.7"
shrub
---
J
5
Rosa Radrazz
5 gal.
78
Non -screening
1 points
78 points
f/
(Knockout Roses)
College Station, TX 77840
\\�- SOIL MIX AS SPECIFIED
Shrub
LOT 1, BLOCK 1
0.9396 ACRES
6
Callistemon Citrinus
5,gal.
35
Non -screening
1 points
35 point,,
fabric.
John Bottlebrush)
6
Ulmus Parvifolia
Shrub
4" cal. Min. 100 gal. container; 12' to
I
Dawson Van Orden
Semperviren
Houston, TX 77057
14' ht. single trunk. Install 4" Sch. 40
Surveyor
Total Points
5,422 points
provided.,l}
1008 Woodcreek Dr., Suite 103
Compliance to NG -2 Requirements:
(979)693-3838
Structural Engineer:
SCA Consulting Engineers
12511 Emily Court
locsation. Sump pipe shall be capped
A.
UDO 7.5 CA 30 points
TGK + Associates
2541 Breaux Trace
approximately 3" above root ball and
30 x 41,977 SF/
1260 poin
For Permit Purposes.
per 1,000 SF. of areas
shall extend all the way to the bottom
12.18.12
City Comments
1000
Site Revisions
B.
UDO 7.5 D.3 300 point per
06.27.13
Additional City Comments
300 x 512 ft./ 50
3,072 points
LF of frontage points
minimum 8" layer of washed loose
C.
UDO 7.5 DA Driveways shall be
50'-0" 300/50
Minus 300
LI
excluded from above.
Lagerstroemia
Basham Pink
2" cal.min. 30 gal. container; T to 8'
x
points
Indica
Crepemyrtles
ht. multi -trunk.
RI
g
Raphiolepis
4,031 pointi ts
5 gal. planted at 30" o.c.
Total Points Required:
Indica
Hawthorn
required:
128
Rosa Radcon
Pink Knockout
5 gal. planted at 30" o.c.
I�
Roses
Street Tree Calculations:
Street LF
34
Requirements:
Required Trees
Trees Provided
A.
University Drive
150 LF.
Bottlebrush
1 tree per 25' LF
6
6
Morae Dietes
Butterfly
1 gal. planted at 18" o.c.
Iriododes
12 canopy trees +
B.
Church Avenue
362 LF.
Liriope
1 tree per 25' LF
13
5 non -canopy
Muscari
Liriope
Hemorocallis Sp. (Daylilies) 1 gal.
trees
planted at 24" o.c. within LM bed.
512 LF.
210
Seasonal Color
19
23
Landscape Legend:
Symbol
Quantities
Botanical
Common
Size and Plant Requirements
B = ON CENTER SPACING
(Verify)
Name
Name
SPACE PLANTS INA TRIANGULAR
LO
11
Quercus
Live Oak
4" cal. Min. 100 gal. container; 12' to
(120 DEG. APART)
a)
Virginiana
0-
14' ht. single trunk. Install 4" Sch. 40
SPACING INDICATED ON PLANT LIST.
5" HIGH SAUCER WITH A 4"
PVC sump pipe at each tree well
PLANT ROWSPACING'D'
ROWSPACINGW
PLANTS/10SF
0
locsation. Sump pipe shall be capped
E
26
0 },
•
12" O.C.
approximately 3" above root ball and
12
4" MULCH AS DEFINED IN
15" O.C.
18" O.C.
13.0"
15.7"
shall extend all the way to the bottom
�bfffi& owes poin of tree pl . e
---
TREE ROOTBALL
D
SI
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X�
■
bottom of tree pit shall billed with a
f/
717 University Drive
College Station, TX 77840
\\�- SOIL MIX AS SPECIFIED
minimum 8" layer of washed loose
LOT 1, BLOCK 1
0.9396 ACRES
J.E. SCOTT LEAGUE, A-50
COLLEGE STATION,
gravel wrapped up with approved filter
Owner:
Radakor, LLC
1710 Droxford
Houston, Texas 77008
fabric.
UP
6
Ulmus Parvifolia
Drake Elm
4" cal. Min. 100 gal. container; 12' to
Civil Engineer:
Dawson Van Orden
Semperviren
Houston, TX 77057
14' ht. single trunk. Install 4" Sch. 40
Surveyor
McClure & Browne
Engineering/Surveying, Inc.
1008 Woodcreek Dr., Suite 103
PVC sump pipe at each tree well
(979)693-3838
Structural Engineer:
SCA Consulting Engineers
12511 Emily Court
locsation. Sump pipe shall be capped
(713) 779-7252
MEP Engineer:
TGK + Associates
2541 Breaux Trace
approximately 3" above root ball and
(832)541-9682
05.11.12
For Permit Purposes.
05.14.12
shall extend all the way to the bottom
12.18.12
City Comments
3.14.13
Site Revisions
of the lowest point of tree pit. The
Site Revisions
06.27.13
Additional City Comments
bottom of tree pit shall billed with a
minimum 8" layer of washed loose
gravel wrapped up with approved filter
fabric.
LI
5
Lagerstroemia
Basham Pink
2" cal.min. 30 gal. container; T to 8'
Indica
Crepemyrtles
ht. multi -trunk.
RI
g
Raphiolepis
Clara Indian
5 gal. planted at 30" o.c.
Indica
Hawthorn
KR
128
Rosa Radcon
Pink Knockout
5 gal. planted at 30" o.c.
Roses
DB
34
Callistemon
Little John Dwarf
5 gal. planted at 30" o.c.
Citrinus
Bottlebrush
Iris
197
Morae Dietes
Butterfly
1 gal. planted at 18" o.c.
Iriododes
Iris
LM
150
Liriope
Big Blue
1 gal. planted at 12" D.C. with 15
Muscari
Liriope
Hemorocallis Sp. (Daylilies) 1 gal.
planted at 24" o.c. within LM bed.
Color
210
Seasonal Color
Annuals
4" pot / Maximum of two varieties to be
used on project. Annual selection to
be approved by owner.
Grass
Verify
Cynodon Dactylon
Common
Solid sodded. Areas to be grassed
SF
Bermuda
shall be cleaned up, fine graded with a
minimum 2 inch layer of topsoil and to
adhere to civil grading/drainage plan
prior to grass works.
Edge
Verify
12" wide
To be installed
Edge shall be 12" wide channel x 2"
LF
maintenance edge
along edge of
deep. Install filter fabric over channel
building where
prior to installation of approved 1-1/2"
landscape beds
to 2" diameter bull rocks. Edge shall
are located
be restrained by Ryerson steel edge
materials.
A = ROW SPACING
Ttc-i,9 ,�
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SPE
NG
B = ON CENTER SPACING
0
I
\4c 00
SPACE PLANTS INA TRIANGULAR
METAL "T" STAKES -
d
Bellaire, Texas 77401-3310
PATTERNAS SHOWN, SPACED
Member: American Society of Landscape Architects
(120 DEG. APART)
a)
EQUALLY FROM EACHOTHER AT
0-
0 C:
SPACING INDICATED ON PLANT LIST.
5" HIGH SAUCER WITH A 4"
� Cn
PLANT ROWSPACING'D'
ROWSPACINGW
PLANTS/10SF
0
8" O.C.6.9"
E
26
0 },
•
12" O.C.
10.4"
12
4" MULCH AS DEFINED IN
15" O.C.
18" O.C.
13.0"
15.7"
7
5
LANDSCAPE SPECIFICATIONS
SHEET L-1.3 PART 2. PLACE MULCH
IN BED PRIOR TO PLANTING
GROUNDCOVER/ANNUALS.
PREPARE GROUNDCOVER
BED BY TILLING ENTIRE BED
AREA. PROVIDE SOIL MIX
AS DEFINED IN THE LANDSCAPE
SPECIFICATIONS ON SHEET L-1.3
PART
&391iSC�391E1eI
�A� GROUNDCOVER PLANTING
L1.1 SCALE: NOT TO SCALE
-
SCALE: NOT TO SCALE
NOTE:
SUMP PIPE @ ALL
TREE WELLS
THIN OUT INTERIOR
BRANCHING OF TREE
3/4" BLACK RUBBER HOSE
NO. 12 GAUGE DOUBLE STRAND
TWISTED GALVANIZED WIRE
METAL "T" STAKES -
(120 DEG. APART)
5" HIGH SAUCER WITH A 4"
LAYER OF SHREDDED PINE
BARK MULCH
SOIL MIX AS SPECIFIED
TREE ROOTBALL
COMPACTED SOIL MOUND
SPECIAL REQUIREMENTS FOR WORK AT TREE WELLS:
THIN OUT INTERIOR BRANCHING
OF TREE AS PER NOTES OR
SPECIFICATIONS
NO. 12 GAUGE DOUBLE STRAND
TWISTED GALVANIZED WIRE
a. Street tree soil shall be CU -Structural Soil by Amereq, Inc. or equivalent. Structural soil shall be an
urban tree mix that can safely support pavements and sidewalks and is designed to provide ample
rooting areas for street trees, decreasing tree mortality and sidewalk failure.
b. All work at tree wells shall be in compliance to Northgate Specific Standards as described in Page 48,
49, 50,51 and 52.
C. Coordinate all tree well drainage with project civil engineer. Coordinate all irrigation line installation
including sleeves and irrigation pipes with project general contractor.
DSHRUB PLANTING
L1.1 SCALE: NOT TO SCALE
Owner's Responsibility For Maintenance
Client acknowledges and agrees that proper Project maintenance is required after the Project is complete. A lack of or improper
maintenance in areas such as, but not limited to, operation and maintenance of automatic irrigation system, all site drainage and all
planting materials maintenance may result in damage to property or persons. Client further acknowledges that he is solely responsible for
the results of any lack of or improper maintenance.
Landscape Contractor's Responsibilities:
All drainage (surface and subsurface) of all landscape areas within the project limits shall be the responsibility of fhe installing landscape
contractor and landscape maintenance company. All grading of areas along all building areas must absolutely have positive slope away
from building. In no case shall any plant bed be constructed along edge of building that will impede water flow away from building. If
planting beds are located at edges of building, landscape contractor shall make sure that these areas drain properly (surface and
subsurface -wise). Contractor shall install moisture barrier along building as necessary to keep water from penet��ating underneath building
slab.
"REFER TO FINISHED GRADES SHOWN ON PROJECT CIVIL GRADING PLAN. IT WILL REPRESENT FINAL ELEVATIONS. CARE
SHOULD BE TAKEN BY THE LANDSCAPE CONTRACTOR NOT TO INCREASE THESE FINISHED GRADES WITH LANDSCAPING
OR OTHER ALTERATIONS. THE THICKNESS OF SOD, GRASS AND LANDSCAPING MATERIALS SHOULD,BE DEDUCTED FROM
THE FINISHED GRADE ELEVATIONS IN THESE CIVIL GRADING PLANS IN ORDER TO DETERMINE THE GROUND ELEVATIONS
DURING CONSTRUCTION."
)F PINE BARK
STALLED IN 3"
SAUCER
MIX AS SPECIFIED
UB ROOTBALL
KFILL MIX
ISTURBED SOIL
REVIEWED FOR
COMPLIANCE
JUL. 3 0 2013
COLLpLoiw a7:rii iuN
DEVELOPMENT SERVICES �
PLAT FILED: D�:T
E A111, 11111, A, • • ►
L1.1 SCALE: V'= 20'-0"
Ed
The Drawings, Specifications and other ;documents prepared by the Architect for this Project are instruments of the Architects service for use solely with respect to this Project, and 'the Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the
Architects Drawings, Specifications andother documents for information and reference in connection with the Owner's use and occuoancv of the oroiect. The Architect's Drowinas. Specifications or other documents shall not be used by the Owner or others on other nroiects_ for additions to this Proiert or for romnletion of this IPrniect by others_ extent by nnraamant in wrifinn nnri with nnnrnnrinfa fn i-1-
H I L L
tJ�G.
F R A N K
■ ■ ■
A R C H I T E C T S
0
Ttc-i,9 ,�
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SPE
NG
'---- 3/4" BLACK RUBBER HOSE
0
I
\4c 00
Wong &
METAL "T" STAKES -
d
Bellaire, Texas 77401-3310
Tel. 713 777 9198 Fax. 713 777 4404
Member: American Society of Landscape Architects
(120 DEG. APART)
a)
ECU
0-
0 C:
a)
5" HIGH SAUCER WITH A 4"
� Cn
U �
a)
0
LAYER OF SHREDDED PINE
E
.�
s' Cts 0
0 },
•
0 L C/)
®
BARK MULCH
L_
L.L 0
a
ar^) > U
TREE ROOTBALL
D
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ri 2
f/
717 University Drive
College Station, TX 77840
\\�- SOIL MIX AS SPECIFIED
717 SUBDIVISION
LOT 1, BLOCK 1
0.9396 ACRES
J.E. SCOTT LEAGUE, A-50
COLLEGE STATION,
COMPACTED SOIL MOUND
Owner:
Radakor, LLC
1710 Droxford
Houston, Texas 77008
(713) 829-3808
C
2X ROOTBALL DIAMETER
MULTI -TRUNK TREE PLANTING
L1.1
SCALE: NOT TO SCALE
a. Street tree soil shall be CU -Structural Soil by Amereq, Inc. or equivalent. Structural soil shall be an
urban tree mix that can safely support pavements and sidewalks and is designed to provide ample
rooting areas for street trees, decreasing tree mortality and sidewalk failure.
b. All work at tree wells shall be in compliance to Northgate Specific Standards as described in Page 48,
49, 50,51 and 52.
C. Coordinate all tree well drainage with project civil engineer. Coordinate all irrigation line installation
including sleeves and irrigation pipes with project general contractor.
DSHRUB PLANTING
L1.1 SCALE: NOT TO SCALE
Owner's Responsibility For Maintenance
Client acknowledges and agrees that proper Project maintenance is required after the Project is complete. A lack of or improper
maintenance in areas such as, but not limited to, operation and maintenance of automatic irrigation system, all site drainage and all
planting materials maintenance may result in damage to property or persons. Client further acknowledges that he is solely responsible for
the results of any lack of or improper maintenance.
Landscape Contractor's Responsibilities:
All drainage (surface and subsurface) of all landscape areas within the project limits shall be the responsibility of fhe installing landscape
contractor and landscape maintenance company. All grading of areas along all building areas must absolutely have positive slope away
from building. In no case shall any plant bed be constructed along edge of building that will impede water flow away from building. If
planting beds are located at edges of building, landscape contractor shall make sure that these areas drain properly (surface and
subsurface -wise). Contractor shall install moisture barrier along building as necessary to keep water from penet��ating underneath building
slab.
"REFER TO FINISHED GRADES SHOWN ON PROJECT CIVIL GRADING PLAN. IT WILL REPRESENT FINAL ELEVATIONS. CARE
SHOULD BE TAKEN BY THE LANDSCAPE CONTRACTOR NOT TO INCREASE THESE FINISHED GRADES WITH LANDSCAPING
OR OTHER ALTERATIONS. THE THICKNESS OF SOD, GRASS AND LANDSCAPING MATERIALS SHOULD,BE DEDUCTED FROM
THE FINISHED GRADE ELEVATIONS IN THESE CIVIL GRADING PLANS IN ORDER TO DETERMINE THE GROUND ELEVATIONS
DURING CONSTRUCTION."
)F PINE BARK
STALLED IN 3"
SAUCER
MIX AS SPECIFIED
UB ROOTBALL
KFILL MIX
ISTURBED SOIL
REVIEWED FOR
COMPLIANCE
JUL. 3 0 2013
COLLpLoiw a7:rii iuN
DEVELOPMENT SERVICES �
PLAT FILED: D�:T
E A111, 11111, A, • • ►
L1.1 SCALE: V'= 20'-0"
Ed
The Drawings, Specifications and other ;documents prepared by the Architect for this Project are instruments of the Architects service for use solely with respect to this Project, and 'the Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the
Architects Drawings, Specifications andother documents for information and reference in connection with the Owner's use and occuoancv of the oroiect. The Architect's Drowinas. Specifications or other documents shall not be used by the Owner or others on other nroiects_ for additions to this Proiert or for romnletion of this IPrniect by others_ extent by nnraamant in wrifinn nnri with nnnrnnrinfa fn i-1-
H I L L
tJ�G.
F R A N K
■ ■ ■
A R C H I T E C T S
0
Project:
Date: MAY 2, 2012
Ll ol
Sheet of
Ttc-i,9 ,�
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SPE
NG
70
0000
\4c 00
Wong &
Associates, Inc.
5207 Spruce.
Bellaire, Texas 77401-3310
Tel. 713 777 9198 Fax. 713 777 4404
Member: American Society of Landscape Architects
-1--0
a)
ECU
0-
0 C:
a)
� Cn
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a)
0
E
.�
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0 },
•
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�P�t1rP�J1/ e�Pil?!'iJ2'2 f�P�l?/
717 University Drive
College Station, TX 77840
Subdivision:
717 SUBDIVISION
LOT 1, BLOCK 1
0.9396 ACRES
J.E. SCOTT LEAGUE, A-50
COLLEGE STATION,
BRAZOS COUNTY, TEXAS
Owner:
Radakor, LLC
1710 Droxford
Houston, Texas 77008
(713) 829-3808
Architect:
Hill & Frank, Inc.
1800 St. James Place, Suite 205
Houston, TX 77056
(713)877-1274
Civil Engineer:
Dawson Van Orden
5850 San Felipe, Suite 140
Houston, TX 77057
(713) 266-8984
Surveyor
McClure & Browne
Engineering/Surveying, Inc.
1008 Woodcreek Dr., Suite 103
College Station, TX 77845
(979)693-3838
Structural Engineer:
SCA Consulting Engineers
12511 Emily Court
Sugar Land, TX 77478
(713) 779-7252
MEP Engineer:
TGK + Associates
2541 Breaux Trace
Seabrook, TX 77586
(832)541-9682
05.11.12
For Permit Purposes.
05.14.12
For Permit Purposes.
12.18.12
City Comments
3.14.13
Site Revisions
06.06.13
Site Revisions
06.27.13
Additional City Comments
Project:
Date: MAY 2, 2012
Ll ol
Sheet of
Irrigation General Notes:
1 ALL materials and equipment shall conform to all applicable State of Texas, City and County codes.
2. The irrigation contractor shall be responsible for securing all permits prior to actual work on site.
3. The intent of the 100% coverage of all landscape areas.
4. Prior to commencement of work, the irrigation contractor shall contact the Owner to coordinate all
required inspections.
5. Extreme care shall be exercised in excavating and working near existing utility easements. The
irrigation contractor shall be responsible for the verification of all utility locations (telephone, TV, gas
electrical, water, cable, etc.). The irrigation contractor shall be responsible for all damages inflicted on
any and all utility lines.
6. The Irrigation contractor shall at all times protect his work from damage and theft and replace all
-
-damaged-or-stolen parts rhes expense until receipt of the Certificate of Substantial Completion from
the Owner.
The Irrigation contractor shall flush and adjust the system for optimum performance. This shall include
regulating the pressure at each valve to obtain the optimum operating pressure for each system.
7. Use glue joints in mainline passing through sleeves under pavement. PVC sleeves shall be Schedule
40 and shall extend 24" out of the nearest existing pavement areas for easy location. The irrigation
contractor shall be responsible for coordinate all sleeve locations on the project site with the Owner
and/or general contractor.
8. The irrigation contractor shall also comply to these additional special requirements to the irrigation
system shall include the following.
a. All mainlines shall have a minimum of 18" of cover (Sch. 40 PVC Pipe.) .
b. All lateral and sub -main pipe to have a minimum of 12" of cover (Sch. 40 PVC Pipe.) .
c. No rocks, boulders or other extraneous materials shall be used for backfilling of trenches.
d. All pipes to be installed as per manufacturer's specifications.
e. All threaded joints to be coated with Teflon tape or Liquid Teflon.
f. All lines to be thouroughly flushed before installation of any sprinkler heads.
g. Sprinkler and related equipments shall be installed as per manufacturer's specification.
h. No electrical connections shall be made in the field except at a valve control box or another valve
box specifically for connections.
i. All 24 volt wire shall be No. 12UF/UL for common wire and No. 14 OF/UL for control wires, direct
burial shall be solid copper.
j. The irrigation contractor shall be responsible for proper coverage of areas to be watered; i.e. adjust
heads with insufficient coverage due to blockage by existing or proposed site features or sizing
down sprinkler heads to avoid excessive overthrow.
k. The irrigation contractor shall refer to landscape planting plan to keep sprinkler equipments and
accessory materials from interfering with proper planting; i.e. Verify rootball size for planting;
configuration of shrub/groundcover beds, etc.
I. The irrigation contractor shall provide expansion coils at each wire connection in valve box (wrap
around 3/4" pipe 12 times).
m. The irrigation contractor shall utilize appropriate automatic drain device where low head drainage
may occur.
n. All sprinkler heads shall be mounted on swing joints unless otherwise noted.
o. The irrigation contractor shall install a separate common for each controller.
p. 24 Volt wire shall be color coded: Common shall be white and Control red.
q. The irrigation contractor shall install manufacturer's recommended grounding equipment for power
supply and valve output with (2) 5/8" copper clad ground rods.
r. The irrigation contractor shall install manufacturer's recommendation on fault ground and lightning
protection.
s. The irrigation contractor shall furnish the owner with the following : 2 wrenches for disassembling
and adjusting each type of sprinkler heads and valves + 2 keys for the automatic controller +2 quick
coupler keys with matching hose swivels.
t. The irrigation contractor shall add extension risers to pop up sprinklers when needed for proper
coverage. Coordinate with landscape contractor as to where risers for sprinkler heads are required.
u. The irrigation contractor shall install sprinkler equipments 12" from all buildings foundations and
install sprinklers 4" from any curbs or walkways.
9. The entire irrigation system (labor and materials) shall be guaranteed and warranted for a period of one
year. The warranty period shall commenced upon final acceptance by Owner ofat( landscape and
irrigation works.
Irrigation Legend:
SymSym
PREVENTER
Irrigation Equipment and Manufacturer
Sprinkler
Specification
GPM
Rainbird 1806 Pop Up Sprinkler or equal.
t
OF WI
A
®
RB 1806 Full 360 degree on sch 40-24" Riser
12'-0" radius
2.60
B
®
RB 1806 Half 180 degree
12'-0" radius
1.30
C
®
RB 1806 Qtr. 90 degree
12'-0" radius
0.65
D
®
RB 1812 Low Angle End Strip Nozzle
4'x15'
0.61
E
®
RB 1812 Low Angle Center Strip Nozzle
4'x30'
1.21
Rainbird 1402 bubbler.
F
ok
Rainbird 1402 Umbrella pattern Bubbler 3 Per Tree Well
Rainbird PEB series Electric Remote Control Valves with sizes as noted
plan.
®
One (1) 1" water meter Supplied and installed by irrigation contractor for
the irrigation system. Water meter to be installed as per city and county
codes.
Verify point of
connection.
One (1) 1" FEBCO 765 Backflow Prevention Device to be installed as
per city and county code by irrigation contractor. Install BPDI
Guardshack Enclosure GS -3.3 to protect backflow devices. Verify
location on site.
Y
Rainbird 33 DRC quick coupling valve (valves to be installed below
grade inside valve box)
Total (3) field
located on
site.
One (1) Rainbird ESP 8 MC Irrigation controllers. Verify location and
coordinate electrical requirements for controller with General contractor
and / or owner. Install Rainbird Rain Sensors within close proximity of
controller location. Verify location with Owner.
Pressure Line shall be 2" sch. 40 PVC pipe. Install "Thrust Blocks" as
required. Install appropriate Gate Valves where noted.
6" Sch. 40 PVC irrigation sleeves unless noted as 4" on plan. Verify
location of all sleeves on project site.
OUTSIDE WALL
HYBRID CONTROLLER:
RAIN BIRD ESP -MC SERIES
OUTDOOR WALL MOUNT
1.5 -INCH PVC SCH 40 CONDUIT
AND FITTINGS
JUNCTION BOX
WIRES TO REMOTE CONTROL
VALVES
1 -INCH PVC SCH 40 CONDUIT
FINISH GRADE/TOP OF
MULCH
'- POP-UP SPRAY
SPRINKLER: RAIN BIRD
A 1804
PVC SCH 80 NIPPLE
------LENG- -SH�S-
-- -- ( _REQUIRED)
PVC SCH 40 ELL
PVC SCH 40 STREET ELL
PVC SCH 80 NIPPLE
(LENGTH AS REQUIRED)
PVC SCH 40 STREET ELL
i
PVC LATERAL PIPE
PVC SCH 40 TEE OR ELL
A POP UP SPRINKLER
L2.1 SCALE: NOT TO SCALE
rEBCO #765 PVB VACUUM
1REAKER LINE SIZE.
TOPPER NIPPLE OR PVC
ICH. 40.
TOPPER 90 DEG. ELBOW
)R PVC 90 DEGREE
:LBOW.
TOPPER NIPPLE OR PVC
CH. 40.
TOPPER UNION OR PVC
INION.
�OPPER NIPPLE (LENGTH
S REQUIRED) OR PVC
CH. 40.
INISHED GRADE
B BACKFLOW
PREVENTER
,I L2.1 SCALE: NOT TO SCALE
ti
30 -INC
t
OF WI
WATE
i
CONN
ID TA
s
VALVE
12 -IN
FINISH
MULC
REM
RA NO
fill
PVC S
(LENG
BRICK
SCH 80
LENGT
40 ELL
=C-3.3 13" W x 30" H
30" L LIFT-OFF
thick concrete pad to be
instructed around device.
n. dimension shall be
"widex30" length.
)APT INLET AND OUTLET
S REQUIRED)
IN FROM SOURCE
H LINEAR LENGTH
RE, COILED
R PROOF
ECTION (1 OF 2)
G
BOX WITH COVER
CH SIZE
GRADE/TOP OF
H
TE CONTROL VALVE
B,
IRD PEB
H 80 NIPPLE
H 40 ELL
CH 80 NIPPLE
TH AS REQUIRED)
(1 OF 4)
NIPPLE (2 -INCH
H, HIDDEN) AND SCH
PVC MAINLINE PIPE
r
PVC SCH 40 TEE OR ELL
PVC SCH 40 MALE
ADAPTER
PVC LATERAL PIPE
3.0 -INCH MINIMUM DEPTH
OF 3/4 -INCH WASHED
GRAVEL
REMOTE CONTROL VALVE
Z•7 f SCALE: NOT TO SCALE
4" MIN. CLEARANCE
-PAVING
DITCH
NOTES: -'----PVC CAP
(TYPICAL)
1. ALL PVC IRRIGATION SLEEVES TO BE CLASS 200 PIPE.
2. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT.
3. WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND THE SMALLER
SLEEVE TO 24 -INCHES MINIMUM ABOVE FINISH GRADE.
4. MECHANICALLY TAMP TO 95% PROCTOR.
NOTE:
DO NOT LOCATE ANY IRRIGATION VALVES OR CONNECTION
BOXES IN SIDEWALK PAVEMENT ALONG UNIVERSITY DRIVE.
ALL VALVES TO BE LOCATED WITHIN PROPERTY LINE.
QUICK -COUPLING VALVE:
RAIN BIRD MODEL 33DRC
VALVE BOX WITH COVER:
6 -INCH SIZE
PVC SCH 80 NIPPLE
(LENGTH AS REQUIRED)
3 -INCH MINIMUM DEPTH OF
3/4 -INCH WASHED GRAVEL
PVC SCH 40 STREET ELL
BRICK (1 OF 2)
PVC SCH 80 NIPPLE
(LENGTH AS REQUIRED)
PVC SCH 40 STREET ELL
QVC SCH 40 TEE OR ELL
'VC MAINLINE PIPE
'VC SCH 40 ELL
2" x 2" REDWOOD STAKE W(
STAINLESS STEEL GEAR
NOTE: CLAMPS OR EQUIVALENT
1. ,FURNISH FITTINGS AND PIPING NOMINALLY SIZED SUPPORT SYSTEM
IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE.
QUICK COUPLING VALVE
L2.1 SCALE: NOT TO SCALE
AND FITTINGS TO POWER SUPPLY l Disclaimer
PRESSURE COME
FULL -CIRCLE BUE
RAIN BIRD 1400
H I L L
F R A N K
A R C H I T E C T S
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Wong &
Associates, Inc.
F 5207 Spruce.
Bellaire, Texas 77401-3310
Tel. 713 777 9198 Fax. 713 777 4404
Member: American Society of Landscape Architects
F
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PLASTIC ADAPTER: RAIN BIRD
MODEL PA -80
PLANT MATERIAL
FINISH GRADE/TOP OF MULCH
POP-UP SPRAY SPRINKLER:
RAIN BIRD 1804
1/2 -INCH MALE NPT
x.490 -INCH BARB ELBOW:
RAIN BIRD MODEL SBE -050
SWING PIPE, 12 -INCH LENGTH:
RAIN BIRD MODEL SP -100
1/2 -INCH MALE NPT
x.490 -INCH BARB ELBOW:
RAIN BIRD MODEL SBE -050
PVC SCH 40 TEE OR ELL
PVC LATERAL PIPE
PRESSURE COMPENSATING
rk FULL -CIRCLE BUBBLER
L2.1 SCALE: NOT TO SCALE
,
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,
Wong & Associates, Inc. shall not be responsible for the operation and/or maintenance of this
irrigation system, once the date of final acceptance by the owner is established. All grades and
�., elevations on the project shall be set by the project civil engineer. The Owner shall be responsible
IRRIGATION CONTROLLER for the monitoring and the maintaining of the irrigation system Monthly moisture sensor tests of
F
L2.1 SCALE: NOT TO SCALE
lu
GSLEEVING all sprinkler zones around all building pads and on entire property, shall be performed by the
Owner to ensure that no over -watering and/or any irrigation system leaks are resent. The
irrigation contractor shall be responsible for providing all guarantee and warranties for the irrigation
I L2.1 SCALE: NOT TO SCALE system. The irrigation contractor shall be ultimately responsible for the installationand proper
operation of the irrigation system.
The Drawn S f' t' d th '
RAIN BIRD 1400 ON 1804 POP-UP
SCALE: 1"=20v-011
gs, peel lea ti an o er documents prepared by the Arch/tect for th/s Project are instruments of the Architects service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall retain a1/ common law sta
tutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducib/e conies. of the
Architect's Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architects Drawings, ,Specifications or other documents shall not ha ifseri by thA nwncr nr „+har� „�h„_ ., :.,_.�.. .�__ _����,___ z_
717 University Drive
College Station, TX 77840
Subdivision:
717 SUBDIVISION
LOT 1, BLOCK 1
0.9396 ACRES
J.E. SCOTT LEAGUE, A-50
COLLEGE STATION,
BRAZOS COUNTY, TEXAS
Owner:
Radakor, LLC
1710 Droxford
Houston, Texas 77008
(713) 829-3808
Architect:
Hill & Frank, Inc.
1800 St. James Place, Suite 205
Houston, TX 77056
(713) 877-1274
Civil Engineer:
Dawson Van Orden
5850 San Felipe, Suite 140
Houston, TX 77057
(713)266-8984
Surveyor
McClure & Browne
Engineering/Surveying, Inc.
1008 Woodcreek Dr., Suite 103
College Station, TX 77845
(979)693-3838
Structural Engineer:
SCA Consulting Engineers
12511 Emily Court
Sugar Land, TX 77478
(713) 779-7252
MEP Engineer:
TGK + Associates
2541 Breaux Trace
Seabrook, TX 77586
(832)541-9682
5.11.121 For Permit Purposes
05.14.12 For Permit Purposes.
12.18.12 City Comments
03.14.13 Site Revisions
06.13 Site Revisions
27.13 Additional City Comments
Project.'
Date: MAY 2, 2012
V
L.1
Sheet of
0
STREET TREE SOIL: CU -STRUCTURAL SOIL TM BY AMEREQ, INC., OR EQUIVALENT SUBJECT TO APPROVAL
BY THE ADMINISTRATOR. STRUCTURAL SOIL IS AN URBAN TREE MIX THAT CAN SAFELY SUPPORT
PAVEMENTS AND SIDEWALKS AND IS DESIGNED TO PROVIDE AMPLE ROOTING AREA FOR STREET TREES,
DECREASING TREE MORTALITY AND SIDEWALK FAILURE.
11
k
3" THICK BARK MULCH PAVERS TO REMOVED
AS TREE GROWS.
SETTING BED ON FILTER FABRIC PERMIABLE CONCRETE OR PAVERS
W —113—i
111I�I11
1--i � I -•---•i � �--I � 1— —1 � I---1 E I -__I i (..�..:�f 1 i 1 i '-�--i I i---1�i (I —I j� I i 1==1 � 1=---�1 i I
CU -STRUCTURAL SOILAI I i l I I Il i lI i_ I i!___'_I i l �_ i i i. II Ilil1l!Ilifl Iii i Ilir1 Iili1 liif l ii -i -i "i1 I i ii1 _ii� 1I 1
DRAINAGE PIPE CONNECTED
TO STORMWATER SEWER SERVICE
i
a
TREE GRATES: PARKWAY COLLECTION MODEL #R -8738-A1 BY NEENAH FOUNDRY COMPANY, OR
EQUIVALENT SUBJECT TO APPROVAL BY THE ADMINISTRATOR. SEE PICTURE BELOW. 3
'ASPHALT PAVEMENT
RANULAR BASE
EOTEXTILE FABRIC
REPARED SUBGRADE
CD
M
LL
w
AS AN ALTERNATIVE TO STRUCTURAL SOIL, AN ENGINEERED. DESIGN CAN BE SUBMITTED. THE DESIGN
SHALL BRIDGE THE BEDDING MATERIAL BY TYING THE SIDEWALK INTO THE CURB AND BACK TO
UNDISTURBED SOIL AND PROVIDE ENOUGH STRUCTURAL SUPPORT TO HANDLE VEHICLES PARKING AND
DRIVING ON THE SIDEWALK. STREET TREE/SIDEWALK COMPONENTS OF A PROJECT SHALL BE SITE
SPECIFIC AND INCLUDE STRUCTURAL DESIGN AND UTILITY CONFLICTS. DESIGN SHALL ALSO PROVIDE FOR
IRRIGATION AND DRAINAGE OF THE STREET TREES. THE FOLLOWING DETAILS ARE AN EXAMPLE OF A
DESIGN THAT WAS UTILIZED ON A STREET PROJECT. THEY ARE PROVIDED ONLY AS AN EXAMPLE.
k1
6" CURB 6" CONC. CLEANOUT BUBLER NOZZLE
PVM'T
4" DRAIN LINE ,—TREE GRATE
PERFORATED PVC
W/GEOTEXTILE WRAP
E:
IRRIGATIONLINE
(SEE IRRIGATION PLAN FOR SIZE)
C —
60" SQUARE WITH 16" DIAMETER EXPANDABLE TREE
OPENING. BOLTED LIGHT OPENING GRATES (8-
1/4"x17 -1/8"x5-3/8") FOR USE WITH OR WITHOUT
SUB -GRATE LIGHTING.
TREE GRATES AND FRAMES SHALL BE OF CAST IRON.
GRAY IRON CASTINGS SHALL CONFORM TO A.S.T.M.A-
48, CLASS 35 OR BETTER.
1
1� l\
NINE mull NINERONNIE Iililii
I
i
other reserved rights, including the The Owner
The Drawings, Specifications and other
documents prepared by the Architect
for this Project are instruments of the Architect's
AS AN ALTERNATIVE TO STRUCTURAL SOIL, AN ENGINEERED. DESIGN CAN BE SUBMITTED. THE DESIGN
SHALL BRIDGE THE BEDDING MATERIAL BY TYING THE SIDEWALK INTO THE CURB AND BACK TO
UNDISTURBED SOIL AND PROVIDE ENOUGH STRUCTURAL SUPPORT TO HANDLE VEHICLES PARKING AND
DRIVING ON THE SIDEWALK. STREET TREE/SIDEWALK COMPONENTS OF A PROJECT SHALL BE SITE
SPECIFIC AND INCLUDE STRUCTURAL DESIGN AND UTILITY CONFLICTS. DESIGN SHALL ALSO PROVIDE FOR
IRRIGATION AND DRAINAGE OF THE STREET TREES. THE FOLLOWING DETAILS ARE AN EXAMPLE OF A
DESIGN THAT WAS UTILIZED ON A STREET PROJECT. THEY ARE PROVIDED ONLY AS AN EXAMPLE.
k1
6" CURB 6" CONC. CLEANOUT BUBLER NOZZLE
PVM'T
4" DRAIN LINE ,—TREE GRATE
PERFORATED PVC
W/GEOTEXTILE WRAP
E:
IRRIGATIONLINE
(SEE IRRIGATION PLAN FOR SIZE)
C —
60" SQUARE WITH 16" DIAMETER EXPANDABLE TREE
OPENING. BOLTED LIGHT OPENING GRATES (8-
1/4"x17 -1/8"x5-3/8") FOR USE WITH OR WITHOUT
SUB -GRATE LIGHTING.
TREE GRATES AND FRAMES SHALL BE OF CAST IRON.
GRAY IRON CASTINGS SHALL CONFORM TO A.S.T.M.A-
48, CLASS 35 OR BETTER.
ROW
(NEENAH #R-8713)
GRATE OPENING. SPECIFY
MIN. CLEARANCE OF TRUNK
TREE GRATE
DRAINAGE PIPE TIED
TO STORM SEWER
PROPOSED SUBGRADE
5' (MINIMUM) VARIES ----,-46'
/-
GRATE FRAME W/
CONC. ANCHOR (TYP.) j
TREE GRATE BRICK PAVER IDE ALK
NEENAH #R-8713
(SEE DETAIL)
3" OF HARDWOOD MULCHI
STAB. SUBGRADE —�
t
I
4 PVC PERFORATED UND RDRAIN
WRAPPED IN GEOTEXTIL FABRIC
(FLEX -DRAIN OR APPROV D EQUAL)
I
18" #4 BARS
@ 12" O.C.
STAB. SUBGRADE
4" PVC PERFORATED UNDERDRAIN —
WRAPPED IN GEOTEXTILEi FABRIC
(FLEX -DRAIN OR APPROV�D EQUAL)
1,
5" CON C. W/
.. BEDDII`(� tVIIX , ' •' _- - - -- -- . �. .
UNDISTURBED
�SLOPE':T"0 DRAI•N'P.IPE ` EARTH (TYP)
%\ \ IRRIGATION PIPE (SCH. 4.0)
W/3" PVC SLEEVE
/\tel (SEE PLAN FOR SIZES)
UNDISTURBED
EARTH (TYP)
15 MIL MOISTURE BARRIER
6" LAYER OF (AS MANUFACTURED BY SLEGO
3/8" PEO GRAVEL INDUSTRIES OR APPROVED EQUAL)
•0 1
5' (MINIMUM)
9"
VARIES "
BRICK PAVER SIDEWALK
(SEE DETAIL)
s<
tee, 5" CONC. W/
" BpD�'NG NL�X:' .
I�OPt 'TO
` ' �,•'�
SECTION B=B
6" LAYER OF
318" PEA GRAVEL
#4 @ 12" 0.( . E. W.
UNDISTURBED
EARTH (TYP)
IRRIGATION PIPE {SCH. 4.0}
W/3" PVC SLEEVE
(SEE PLAN FOR SIZES)
UNDISTURBED
EARTH {TYP)
15 MIL MOISTURE BARRIER
(AS MANUFACTURED BY STEGO IN
OR APPROVED EQUAL)
"NOTE: THESE DETAILS ARE PROVIDED AS AN EXAMPLE OF
STRUCTURALLY BRIDGING THE BEDDING. ACTUAL DESIGN
SHALL BE ENGINEERED SPECIFIC TO THE SITE AND INCLUDE
STRUCTURAL DESIGN AND UTILITY CONFLICTS
TREE PLANTERS: ELEVAT NG PLANTING SPACES ABOVE SIDEWALKS OR PARKING LOTS IS A GOOD WAY
TO PROVIDE MORE SOIL VOLUME, PROVIDE POSITIVE DRAINAGE AND DISCOURAGE COMPACTION DUE TO
PEDESTRIAN TRAFFIC. WI ,H HEIGHTS UP TO 36 INCHES, THE PLANTER LIP CAN ALSO PROVIDE SEATING.
RAISED PLANTERS SHOULD BE A MINIMUM OF SIX FEET BY SIX FEET (6'X6') AND TWO FEET (2') HIGH. THE
MAXIMUM HEIGHT IS THRE FEET (3'). TREE PLANTER WILL BE CONSTRUCTED OF BRICK AND WILL MATCH
THE REQUIRED SIDEWALK PAVERS, ALTERNATIVES SUBJECT TO APPROVAL BY THE ADMINISTRATOR.
THE BOTTOM OF THE BED SHOULD BE KEPT OPEN AND PLANTING SOIL SHOULD BE CULTIVATED INTO THE
ORIGINAL SOIL TO ENCOUFAGE ROOTS TO ESCAPE FROM THE BED INTO SURROUNDING SOIL.
1 LANDSCAPE DETAILS & SECTIONS
L3: SCALE: NTS
i
other reserved rights, including the The Owner
The Drawings, Specifications and other
documents prepared by the Architect
for this Project are instruments of the Architect's
service for
use solely with
respect to this
Project, and the Architect shall be
deemed the author of
O�
documents and shall retain
all common law, statutory and
Architects Drawings, Specifications and other documents for information and
reference in connection with the Owners use and
occupancy
of the project.
The Architects
Drawings, Specifications or other
documents shall not be
usPrl
by tha nwnar nr nfhoro nn
nf{-�ar ".-.,:�,...F�, �.,,- .,.J.J:f.:....., d.,
c pyright. shat/ be permitted to retain copies, including reproducible copies, of the
lt, t.. /'�__t__.c __ r__ __.Y _,_tf__ _r z�r� r�__•__e ,_ ., . ... _..
ROW
(NEENAH #R-8713)
GRATE OPENING. SPECIFY
MIN. CLEARANCE OF TRUNK
TREE GRATE
DRAINAGE PIPE TIED
TO STORM SEWER
PROPOSED SUBGRADE
5' (MINIMUM) VARIES ----,-46'
/-
GRATE FRAME W/
CONC. ANCHOR (TYP.) j
TREE GRATE BRICK PAVER IDE ALK
NEENAH #R-8713
(SEE DETAIL)
3" OF HARDWOOD MULCHI
STAB. SUBGRADE —�
t
I
4 PVC PERFORATED UND RDRAIN
WRAPPED IN GEOTEXTIL FABRIC
(FLEX -DRAIN OR APPROV D EQUAL)
I
18" #4 BARS
@ 12" O.C.
STAB. SUBGRADE
4" PVC PERFORATED UNDERDRAIN —
WRAPPED IN GEOTEXTILEi FABRIC
(FLEX -DRAIN OR APPROV�D EQUAL)
1,
5" CON C. W/
.. BEDDII`(� tVIIX , ' •' _- - - -- -- . �. .
UNDISTURBED
�SLOPE':T"0 DRAI•N'P.IPE ` EARTH (TYP)
%\ \ IRRIGATION PIPE (SCH. 4.0)
W/3" PVC SLEEVE
/\tel (SEE PLAN FOR SIZES)
UNDISTURBED
EARTH (TYP)
15 MIL MOISTURE BARRIER
6" LAYER OF (AS MANUFACTURED BY SLEGO
3/8" PEO GRAVEL INDUSTRIES OR APPROVED EQUAL)
•0 1
5' (MINIMUM)
9"
VARIES "
BRICK PAVER SIDEWALK
(SEE DETAIL)
s<
tee, 5" CONC. W/
" BpD�'NG NL�X:' .
I�OPt 'TO
` ' �,•'�
SECTION B=B
6" LAYER OF
318" PEA GRAVEL
#4 @ 12" 0.( . E. W.
UNDISTURBED
EARTH (TYP)
IRRIGATION PIPE {SCH. 4.0}
W/3" PVC SLEEVE
(SEE PLAN FOR SIZES)
UNDISTURBED
EARTH {TYP)
15 MIL MOISTURE BARRIER
(AS MANUFACTURED BY STEGO IN
OR APPROVED EQUAL)
"NOTE: THESE DETAILS ARE PROVIDED AS AN EXAMPLE OF
STRUCTURALLY BRIDGING THE BEDDING. ACTUAL DESIGN
SHALL BE ENGINEERED SPECIFIC TO THE SITE AND INCLUDE
STRUCTURAL DESIGN AND UTILITY CONFLICTS
TREE PLANTERS: ELEVAT NG PLANTING SPACES ABOVE SIDEWALKS OR PARKING LOTS IS A GOOD WAY
TO PROVIDE MORE SOIL VOLUME, PROVIDE POSITIVE DRAINAGE AND DISCOURAGE COMPACTION DUE TO
PEDESTRIAN TRAFFIC. WI ,H HEIGHTS UP TO 36 INCHES, THE PLANTER LIP CAN ALSO PROVIDE SEATING.
RAISED PLANTERS SHOULD BE A MINIMUM OF SIX FEET BY SIX FEET (6'X6') AND TWO FEET (2') HIGH. THE
MAXIMUM HEIGHT IS THRE FEET (3'). TREE PLANTER WILL BE CONSTRUCTED OF BRICK AND WILL MATCH
THE REQUIRED SIDEWALK PAVERS, ALTERNATIVES SUBJECT TO APPROVAL BY THE ADMINISTRATOR.
THE BOTTOM OF THE BED SHOULD BE KEPT OPEN AND PLANTING SOIL SHOULD BE CULTIVATED INTO THE
ORIGINAL SOIL TO ENCOUFAGE ROOTS TO ESCAPE FROM THE BED INTO SURROUNDING SOIL.
1 LANDSCAPE DETAILS & SECTIONS
L3: SCALE: NTS
H I L L
F R A N K
ARCH I T E C T S
•
00
. .. .......
70....::x.
�iigpF ... •P�G�+
Wong &
Associates, Inc.
5207 Spence.
Bellaire, Texas 77401-3310
Tel. 713 777 9198 Fax. 713 777 4404
Member: American Society of Landscape Architects
2_04-1Cn
O �
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W
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s" Cti O
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X r
717 University Drive
College Station, TX 77840
Subdivision:
717 SUBDIVISION
LOT 1, BLOCK 1
0.9396 ACRES
J.E. SCOTT LEAGUE, A-50
COLLEGE STATION,
BRAZOS COUNTY, TEXAS
Owner:
Radakor, LLC
1710 Droxford
Houston, Texas 77008
(713) 829-3808
Architect:
Hill &Frank, Inc.
1800 St. James Place, Suite 205
Houston, TX 77056
(713) 877-1274
Civil Engineer:
Dawson Van Orden
5850 San Felipe, Suite 140
Houston, TX 77057
(713) 266-8984
Surveyor
McClure &Browne
Engineering/Surveying, Inc.
1008 Woodcreek Dr., Suite 103
College Station, TX 77845
(979) 693-3838
Structural Engineer:
SCA Consulting Engineers
12511 Emily Court
Sugar Land, TX 77478
(713) 779-7252
MEP Engineer:
TGK +Associates
2541 Breaux Trace
Seabrook, TX 77586
(832)541-9682
1.11.12 For Permit Purposes.
1.14.12 For Permit Purposes.
!.18.12 City Comments
1.14.13 Site Revisions
1.06.13 Site Revisions
.27.13 Additional City Comments
Project:
Date: MAY 2, 2012
p5r P
Sheet of
i
other reserved rights, including the The Owner
The Drawings, Specifications and other
documents prepared by the Architect
for this Project are instruments of the Architect's
service for
use solely with
respect to this
Project, and the Architect shall be
deemed the author of
these
documents and shall retain
all common law, statutory and
Architects Drawings, Specifications and other documents for information and
reference in connection with the Owners use and
occupancy
of the project.
The Architects
Drawings, Specifications or other
documents shall not be
usPrl
by tha nwnar nr nfhoro nn
nf{-�ar ".-.,:�,...F�, �.,,- .,.J.J:f.:....., d.,
c pyright. shat/ be permitted to retain copies, including reproducible copies, of the
lt, t.. /'�__t__.c __ r__ __.Y _,_tf__ _r z�r� r�__•__e ,_ ., . ... _..
H I L L
F R A N K
ARCH I T E C T S
•
00
. .. .......
70....::x.
�iigpF ... •P�G�+
Wong &
Associates, Inc.
5207 Spence.
Bellaire, Texas 77401-3310
Tel. 713 777 9198 Fax. 713 777 4404
Member: American Society of Landscape Architects
2_04-1Cn
O �
n�
W
� U �
o
s" Cti O
� O
cu � U
X r
717 University Drive
College Station, TX 77840
Subdivision:
717 SUBDIVISION
LOT 1, BLOCK 1
0.9396 ACRES
J.E. SCOTT LEAGUE, A-50
COLLEGE STATION,
BRAZOS COUNTY, TEXAS
Owner:
Radakor, LLC
1710 Droxford
Houston, Texas 77008
(713) 829-3808
Architect:
Hill &Frank, Inc.
1800 St. James Place, Suite 205
Houston, TX 77056
(713) 877-1274
Civil Engineer:
Dawson Van Orden
5850 San Felipe, Suite 140
Houston, TX 77057
(713) 266-8984
Surveyor
McClure &Browne
Engineering/Surveying, Inc.
1008 Woodcreek Dr., Suite 103
College Station, TX 77845
(979) 693-3838
Structural Engineer:
SCA Consulting Engineers
12511 Emily Court
Sugar Land, TX 77478
(713) 779-7252
MEP Engineer:
TGK +Associates
2541 Breaux Trace
Seabrook, TX 77586
(832)541-9682
1.11.12 For Permit Purposes.
1.14.12 For Permit Purposes.
!.18.12 City Comments
1.14.13 Site Revisions
1.06.13 Site Revisions
.27.13 Additional City Comments
Project:
Date: MAY 2, 2012
p5r P
Sheet of
MINIMUM BUILDING SETBACKS
ARE 10' FROM BACK OF CURB ON
CHURCH AVENUE AND 12' ON
UNIVER517Y DRIVE.
NOTE: ALL ROOF AND
GROUND -MOUNTED MECHANICAL
EQUIPMENT SHALL BE SCREENED
FROM VIEW
_ ORI
SOLA
TED 50
A5
NOT TO BE V151BLE FROM ANY
PUBLIC RIGHT -OF WAY OR
RESIDENTIAL DISTRICT WITHIN 150'
OF SUBJECT LOT MEASURED
FROM A POINT FIVE FEET ABOVE
GRADE. SUCH 5CREENING SHALL
BE COORDINATED kNITH THE
BUILDING ARCHITECTURE AND
SCALE TO MAINTAIN A UNIFIED
APPEARANCE.
SUBJECT PROPERTY DOES NOT
LIE WITHIN A DE516NATED FLOOD
PLAIN ACCORDING TO THE
FEDERAL EMERGENCY
MANAGEMENT A6ENCY'5 FLOOD
INSURANCE RATE MAP FOR
BRAZOS COUNTY, TEXAS
COMMUNITY PANEL NO.
45041 CO143 C, DATED JULY 2,
1982.
r v
2
10' FROM BACK OF CURB
PUBLIC 51DEAALK OF
BRICK PAVER5 "HOLLAND
STONE" BY PAVE5TONE IN
"RIVER RED" AITH RUNNING
BOND PATTERN ON 4"
CONCRETE PER CITY
5TANDARD5.
PUBLIC RON
TO BE IMPROV;
MEGHAN ICA
EQUIPM
5CREE
HALL TH 2
12' G TE5
FAI
Area Data �.....,- .�._wr.
} Unit Schedule Bed Schedule
Floor Gross Area $hafts Net Area Units Public & Corridors Amenities No. Unit Type Area Total Area No. Unit Type Area Total Area
1
F1
5 Bed / 5 Bath
1,768
1,768
Studio
20
Al
Studio
450
9,000
18
16,383 SF
5;30 SF
15,853 SF
14,406 SF
1
1
A2
Studio
414
414
17
17,581 SF
580 SF
17,051 SF
14,451 SF
2,600 SF
10
10
131
B2
1 Bed / 1 Bath
1 Bed / 1 Bath
557
557
5,570
5,570
16
17,581 SF
5�0 SF
17,051 SF
14,451 SF
2,600 SF
10
B3
1 Bed / 1 Bath
557
5,570
15
17,581 SF
530 SF
17,051 SF
14,451 SF
2,600 SF
6
B4
1 Bed / 1 Bath
543
3,258
14
17,581 SF
5 0 SF
17,051 SF
14,451 SF
2,600 SF
2
6513
1 Bed / 1 Bath
543
1,086
13
17,581 SF
5 0 SF
17,051 SF
14,451 SF
2,600 SF
2
1
B5R
1 Bed / 1 Bath
543
1,086
12
17,581 SF
5 0 SF
17,051 SF
14,451 SF
2,600 SF
10
B7
C1
1 Bed / 1 Bath
2 Bed / 2 Bath
849
886
849
8,860
11
17,581 SF
5 0 SF
17,051 SF
14,451 SF
2,600 SF
8
C2
2 Bed / 2 Bath
886
7,088
10
17,581 SF
5 0 SF
17,051 SF
14,451 SF
2,600 SF
2
C3
2 Bed / 2 Bath
886
1,772
7,581 SF
5 0 SF
17,051 SF
14,451 SF
2,600 SF
1
-05 -
2' -'Bed /-2 Bath
---780---------780- -
8
17,581 SF
5 0 SF
17,051 SF
14,451 SF
2,600 SF
1
1
C6
C7
2 Bed / 2 Bath
2 Bed / 2 Bath
1,157
1,199
1,157
1,199
7
17,581 SF
530 SF
17,051 SF
14,451 SF
2,600 SF
1
C8
2 Bed / 2 Bath
1,134
1,134
6
17,581 SF
530 SF
17,051 SF
6,046 SF
3,457 SF
7,548 SF 1
D1
3 Bed / 3 Bath
1,591
1,591
5TONE" BY PAVE5TONE IN
8
E1
4 Bed / 4 Bath
1,350
10,800
SUBTOTAL
227,355 SF
6, 90 SF
220,465 SF
179,413 SF
32,057 SF
7,548 SF 10
10
E2
E3
4 Bed / 4 Bath
4 Bed / 4 Bath
1,412
1,389
14,120
13,890
P5 Parking
23,770 SF
130 SF
23,240 SF
CONCRETE PER CITY
11
11
E4
E5
4 Bed / 4 Bath
4 Bed / 4 Bath
1,350
1,334
14,850
14,674
P4 Parking
36,470 SF
695 SF
35,775 SF
�j
11
E6
4 Bed / 4 Bath
1,350
14,850
P3 Parking
36,470 SF
95 SF
35,775 SF
8
E7
4 Bed / 4 Bath
1,350
10,800
P2 Parking
36,470 SF
95 SF
35,775 SF
2
E7S
E8
/
4 Bed 4 Bath
4 Bed / 4 Bath
1,350
1,350
2,7002
2,700
1 Comm
23,226 SF
30 SF
22,696 SF
1
E10
4 Bed / 4 Bath
1,712
1,712
P1 Parking
11,342 SF
165
SF
11,177 SF
SUBTOTAL
167,748 SF
3,P10
SF
164,438 SF
I
1
F1
5 Bed / 5 Bath
1,768
1,768
Studio
21 x 1 =
21
1
1
F2
5 Bed / 5 Bath
1,843
1,843
1 BR/1 B
41 x 1 =
41
1
F3
F4
5 Bed / 5 Bath
5 Bed / 5 Bath
1,772
1,717
1,772
1,717
2BR/2B
24x2=
48
1
F5
5 Bed / 5 Bath
1,745
1,745
3BR/3B
-
1 x 3-
3
1
F6
5 Bed / 5 Bath
1,809
1,809
4BR/4B
74 x 4 = 296
1
F7
5 Bed / 5 Bath
1,780
1,780
5BR/5B
10x5=
50
1
F8
5 Bed / 5 Bath
1,810
1,810
6BR/6B
2x6=
12
1
F9
5 Bed / 5 Bath
1,852
1,852
TO BE IMPROVI
5 PARKING LEVELS ABOVE GRADE
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1
F10
5 Bed / 5 Bath
1,915
1,915
173 Units = 471 Beds
1
G1
6 Bed / 6 Bath
2,004
2,004
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FIRE
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173 Units 179,413 Sq. Ft. A
CHURCH AVENUE
5X 5- R -57551A1 TREE GRATE
TOTAL 396,301 SF 10,., 00 SF 386,101 SF BY NEENAHN FOUNDRY PER CITY ;;
STANDARDS AT EACH TREE HELL'
' DEMOLISH AND REMOVE ALL
EXISTING CUR55, CURB CUTS, AND 1 ,.._.. _...._.. _ .........._ .............T......................... _....._�.__._.
51DEr4ALK5. REPLACE AITH CITY
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is required on all gated e4trances.
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P 2b
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P 4
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WATER AND SEWER DEMAND
The Domestic Water sizing is based on the following: `l
3065 water fixture units for the Apartments + IJ'00 water fixture units for
the Retail Area + 3165 Total F.U.
Tabulated from Table E101 B of the 2012 Int ' national Plumbing Code '
Total Domestic Water demand Load = 3165 'otal F.U. = 450 GPM
Tabulated from Table E102 of the 2012 International Plumbing Code. P
The Sanitary Drainage sizing is based on the, following:
3952 total Sanitary fixture units
Tabulated from Table 709.1 of the 2012 Inter,h ational Plumbing Code
Sanitary Pipe Size = 3952 F.U. = 10 " Sanitary line at 1/2"/ft. slope p q
Tabulated from Table 710.1 of the 2012 Inte �natlonal Plumbing Code
NOTE: All vertical concrete over 6" in
height (including the side of HC ramps) is
NOW OR FORMERLY
treated to look like stone, brick, or another
pattern approved by the Administrator or is
COLLEGE STATION STATE BANK DRANING Site
Plan
ZONE - I screened.
ENG 2 NORTH �
VOL. 189, PG. 403 Scale: r=io, EVIE -ECS FOR
r COM.
ti
JUL 302013
I
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DEVELOPMENT SERVICES
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PLAT FILED: c3
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❑ Copyright 2012 Hill 4 Frank, Inc.
The Drawings, Specifications and other do uments prepared by the Architect for this Project are instruments of the Architect's service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall
Architect's Drawings, Specifications and ot�ier documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used b retain all common low, statutory and other reserved rights, including the copy��ght:. The Owner shall be permitted to retain copies, incl
y the Owner or others nn nfhar nrnia-,i- f r -,4,44,*--- 4. EL-!- n-_ P Ud%na reproducible conies of fha
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NOW OR FORMERLY
treated to look like stone, brick, or another
pattern approved by the Administrator or is
COLLEGE STATION STATE BANK DRANING Site
Plan
ZONE - I screened.
ENG 2 NORTH �
VOL. 189, PG. 403 Scale: r=io, EVIE -ECS FOR
r COM.
ti
JUL 302013
I
I I CULL lan '�` iia i qty
DEVELOPMENT SERVICES
I
PLAT FILED: c3
I
I
I
I
I� I
❑ Copyright 2012 Hill 4 Frank, Inc.
The Drawings, Specifications and other do uments prepared by the Architect for this Project are instruments of the Architect's service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall
Architect's Drawings, Specifications and ot�ier documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used b retain all common low, statutory and other reserved rights, including the copy��ght:. The Owner shall be permitted to retain copies, incl
y the Owner or others nn nfhar nrnia-,i- f r -,4,44,*--- 4. EL-!- n-_ P Ud%na reproducible conies of fha
H I L L
F R A N K
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NOW OR FORMERLY
treated to look like stone, brick, or another
pattern approved by the Administrator or is
COLLEGE STATION STATE BANK DRANING Site
Plan
ZONE - I screened.
ENG 2 NORTH �
VOL. 189, PG. 403 Scale: r=io, EVIE -ECS FOR
r COM.
ti
JUL 302013
I
I I CULL lan '�` iia i qty
DEVELOPMENT SERVICES
I
PLAT FILED: c3
I
I
I
I
I� I
❑ Copyright 2012 Hill 4 Frank, Inc.
The Drawings, Specifications and other do uments prepared by the Architect for this Project are instruments of the Architect's service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall
Architect's Drawings, Specifications and ot�ier documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used b retain all common low, statutory and other reserved rights, including the copy��ght:. The Owner shall be permitted to retain copies, incl
y the Owner or others nn nfhar nrnia-,i- f r -,4,44,*--- 4. EL-!- n-_ P Ud%na reproducible conies of fha
H I L L
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Planning Comments
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Project: 12505
Dote: MARCH 25, 2013
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