HomeMy WebLinkAboutDrawingsj ✓ "- L=Zt30.45•J
This property is currently Zoned R-4, with 20 units per acre. 'a
��o // °: \ _ Grate Inlet � � � �� l
2 1 T=143.53 /
2. Owner &Applicant: Southwest Landmark Meadowcrest, LP O`Sr03��`e \ `�� �� `� Grate Inlet „
3. Proposed Use: 0 6' ! \ . Chd. Brg. S 7 36 19 W
?�� \
Pro A 9e `
Chd. Dist. 277.25' /
P Apartment Complex O//; O�o \ �/? Yard Inle /
Total Square Footage for Building Type Al: 28,528 SF o° O \ m
Total Square Footage. for Building Type A2: 35,034 SF
Total Square Footage for Building Type B: 28,873 SF \ °oc �. �ti• �o� Ext. Fire Hydrant
A=4719 51
Total Square Footage for Building Type C: 31,935 SF \ Grate Inlet,
/ =
Total Square Footage' for the Leasing. Office: 6,909 SF \ � / • • �1°�F PaQ. Pavo��,e � � L 441 •00
L- .95'
Total Square Footage for Maintenance Building: 600, SF ,p \ � � �F Q�° oQQ �
12 Apartment Units, 1 Leasing Office, 1 Maintenance Building. F ^o �/� 8 5° �o� �° ��' \ T=234.46'4. PARKING ANA PSIS; \Q, �Chd. Br S 31'04'39" ESITE PLAN
9•.
° �. se \ gChd. Dist. 429.49' ,
One Bedroom Units: 160 (160 bedrooms) • • '
/tco/aG \ \ / SCALE: Hor: 1
` 50
Two Bedroom Units: 120 (240 bedrooms) go� \.�;� 8iy \/ Jai,.
Bedrooms >130 SF = 180 C o
Bedrooms .<130 SF = 60 !off 9�°2s' so' ic` \ ` 2 /Q . / y . / :
/j0 \ 8� \
(160+180)*1.5 + 60*1.25 = 585 Required Parking Spaces `9
Administrative Reduction: t890 °I, q
Total Required Parking Spaces: 527 spaces \ 8� CO / /
NTROL POINT #2
/
Parking Spaces Provided \,,� 1/2 Iron Road
/ N
rRs�9GF aFo �N �Oa / U Z •C
W w .-UIQ-=
V A �0�c\oma / ,
5a
��-ty QOtI,\ / // // AO _ 0, N ONO 0
Joy / ///% / / x Q '` Q��'Ok\G a `'' ,�
ecrj 1 �,>> -as�
<6�
/ y
C 1.2, ' Z
W
+I
68 spaces
Total Garage Spaces: \ N: 10218586.91
,. Total
E: 3572575.06 / \
F lI a
Parking Lot Spaces. 460 s a _PQ o '+'. \ /
/ I > °t`
Total Off-street Parking Spaces. Provided: 528. spaces cs� � �� � Elev: 286.19 GENERAL � � � ^� �,
- ,ONSTRUCTIOt` NOTES: I I' / I, Q D F
TRAFFIC/HANDICAP 1 ,N IN4Tel 1 eTin i r in rcc. / . I \ / i' c
_ Handicap Spaces Required (2%): 4i� � / 1. It shall be the responsibility of the Contractor to verify the exact
II .o
11 spaces location of all existing underground utilities. Furthermore, the 1 • All signs shall be posted on 8'-6", 2-1 2" outside diameter G /
/ alvanized / I I \ �'�
Totco
al Handicap Spaces Provided: 12 spaces i NUANCE
Contractor shall contact all utility company representatives Steel Pipe Signposts tha \
' p Y P s a Pt weigh two (2).pounds pounds per linear foot. These I I \ O
5. ISLAND CALCULATIONS: minimum of 48 hours in advance of any excavation. signposts shall be placed a minimum of 2.5 ��
to 3.0 feet into the ground\cA i 5 3 r. I
/ A. Contact Texas811 C� 811 in a dug or drilled one -foot diameter hole ' N rn n
The sign -post n- ost shall b I I 5 �G
124/15*180 Sq. Ft. = 1488 Required S Ft. of interior island Iandsca in 9 P e . \
/ y N ^
2. Construction within Public Right -of -Ways end easements laced vertical) plumb • ffl•, L I..f�
• Sloped End Treatment I I � \ «..T, �• , ,..... L ,
Total interior island landscaping proposed = 4313 square .feet P• g Y . • must equal P • y p mb in the center of the hole and secured with a . A
or exceed the BCS Unified Technical Specification and Standard m�rnmum of two (2) sacks of sackcrete. The concrete for 2 42 HDPE �+®L•�.-
c etc mix shall be / O \ O Q
6. WATER T 10 N
AND SANITARY SEWER DEMANDS: Construction Detials. All inspections shall be coordinated with the .hand tamped as necessary. \
D
Total Bedrooms: 280 p essary. /
staff of the City Engineer of College Station. 2. All traffic signs` ENGINEERING .0 coo
LIE.__ -PLAN NOTES (on 'd ): shall be installed. sot � \
that the bottom of each sins N
400 Bedrooms = 400 persons - 24. The Grass ave2 shall be laced 3. In lieu of using the construction 9- <
hall o r
, >
\ < ++� N
Average Daily Use = 100 GPD*400 persons - 40,000 GPD. P p over 12 of Sand/Crushed Limestone Base .Mixture g cion materials indicated in these plans, be at least seven (7) feet above the . round
g at the base of the / / C �t
(1/3 bank sand and 2/3 Crushed Limestone Base.) the Contractor shell obtain written approval from the Engineer for signpost or above an•
„ adjacent travelway. All traffic signposts shall be N rn
Peak Hourly Flow: 40,000 GPD*4/24 6,667 GPH 111.1 GPM/ O ..
any substitution. -F•+
Wastewater Flow (Rate of Return = 85%): 34,000 GPD = 23.6 25• All gates are sliding gates, unless noted otherwise. installed 24 inches
from the travelway. Handicapped Parking Signs and >;, C
GPM 26 Trash cam 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Concrete . „ot Channel
7. BASIS OF BEARINGS: compactor screening shall be a CMU block wall with brick veneer to match Fire Lane Signs shall be installed a mini •- cV "
Standard 29 CFR Part 1926 Subpart P: g mum of five (5) feet above the
Width O
�r
apartment buildings. .Height of walls shall be equal or higher than tallest element ground "
(Varying ) ++ O ,
g and at the base of the sin and /R
12 from the travelwa co
The bearing system and actual measured distance to the monuments .are consistent with the on the trash compactor. Gates shall 5. TRENCHING AND BACKFILLING: The backfillin of a 9 � or
ED
recorded plat in Volume 7604, Page 278 of the. Official Records of Brazos County, Texas. 180 de P II be provided to the compactor that will open within structural area 9 II trenches sidewalk.
Y.VIEW �L
grees from the closed position. s shall be accomplished with cement stabilized /
RE O o
8. According to the Flood Insurance Rate .Maps for Brazos County, Texas and Incorporated Areas Ma " 3. The hardware used to a
U++ -_
> n
attach the signs to the signposts shall be the / (� M o
" sand placed id within 6 of paving sub l grade. The backfillin of all /� V UJ fn C
P p 27. All apartment buildings will have 2 water meters and clubhouse/leasing office will 9 same as that cu ' /"��
OMPL
Numbers 48041 CO220E, Map Revised May 16, 2012. This property is not located in the 100 Year trenches outside. of structural 'areas shall be laced so as currently used by the City of College Station. COMP
N N
P to L j
Flood Hazard Area. have o 1-1 /2" water meter. .All meters has be located within public'. utility achieve 85 percent �
U (r
easement. P Modified Proctor Density. All backfilling shall be STRIP �� � �
9.
STRIPING NOTES: U fn
All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as bet �
ween optimum and 4 �. Ext. Pond
not to be visible from any public ri ht-of-wa or residenti � 28. All apartment building will have a 4 fire line. Th P percent . (4%) above optimum moisture 1. � � 215 N
Contractor shall be responsible for the layout of the Parkin Area � MAR � 3 .�� L
9 y al district within 150 of the subject lot, a fire line will connect to the content. Testing shall be provided by a certified laboratory 9 Outlet.
0 o I�
� water mine .with an isolation valve with a lockable lid. .The lockable lid shall su 1 ry at the striping plan in the. field .and stripe �
measured from v point five feet above grade.
p as shown on this sheet. All
the same protection as the AMP or USA, LL562 ` Locking supply Owner's expense to verify these standards. Any retestin due to markin
10. See Site Civil drawings for additional grading, layout information,, Utility layout and Stormwater g Lid at a minimum. An s 9 gs shall be white. (� ,
ubstandard work shall be at the expense of the Contractor. 2. All LEGE STATIO �
alternate lockable lid shall be approved by College Station Utilities Director or. his paint, glass beads and a lication rat COI- r-
Pollution Prevention Plan. Structural areas shall include PP es shall conform to TxDOT Item
all sidewalks and paved areas. For 666, Reflectorized Po T SERVICES
designee. Pavement Markings, Type II Marking � PIVIEI�
11. See. Landscape Architect's Plans for Iandsca in Ian details, security streets, alleys and parking 9 . YP a king Materials. _ DEVELOPMENT
Y � P g areas, the limits of the structural areas 3. All Parkin Space I �E W
compactor screening details. coping P / y ,.gate/fencing details and g p Umit Lines shall be solid white lin "
shall extend 5 beyond the curb lines or other paved areas. es 6 wide. SITE PLA T FILED:
P 4. All marking marking/striping in shall conform PLA
12. See Architect's Plans for leasing office information. 6. It is the responsibilityof the contractor / P 9 m to current specifications of the Texas ,
13. A Blanket Easement for public water, sewer and .electric utilities shall cover the entire site during for to .comply with all State and Manual on Uniform Traffic Con DESIGN'
om^
Control Devices, the TEXAS ACCESSIBILITY i
Federal Regulations regarding construction activities near energized STANDARDS i
(TAS) of the Architectural Barriers Act [Article
construction: Upon completion of the public utilities, as -built metes and bounds descriptions shll overhead power lines. Additionally, contractor shall [ le 9102, Texas
be prescribed for the utilities. Y II coordinate all Civil Statutes from the Tex � I
] as Department of Licensing and Regulation ry
proposed work and procedures with the City of College Station a
14. Building Setbacks shall comply with the City .of College Station Standards of the Unified Development Electrical Division. and Ordinance No. 2159 Chapter 6 Section on 1 (B)(4) Subsection 602.6.8 Constr. j/#e U L z �i
Ordinance No. 2617 - (a) City of College Station Code of Ordinances. _ W
7. Where a contradiction between plans and specifications occur, the �M
Front Setback = 25' plans shall be ruled as superior. 5. Fire Lane curbs shall be marked "Fire lane
No Parking, Awa
g Away Bid. Sipe SF �4bq4hii1�.�2cRear Setback 15'8. Trenches maybe left open overnight if properly barricaded to Zone" with minimum of 4" letters. n
prevent. pedestrian access. �, �, =i° i
=N� m
Side Setback = 7.5' ... �Q. StO�`ieS � •-
15. All drive aisles adjacent to the length of the buildings are to be ° min imum of 26 feet in width 9. It shall be the responsibility of the Contractor t BENCHMARK
-
y, [n M
K INFORMATION „ •, „
Y o file a N01 with the W>an
and comply with aerial fire truck turning radii. TCEQ and coordinate with the CoCS staff. 1. "
16. All drive aisles and parking will be constructed prior to the buildin s 10. Contractor shall ad'
TBM A: 1 /2 Iron Rod m o ; i
17. Driveway g lust all existing manholes and valve boxes to final N: 10218207.04 Sprinkled _ =Y~ m
O
��...`... o„��
y throat Lengths of 200 and 150 exceed U.D.O. minimum standards. grades. There will be no separate pay item will be this work. E: 35
72212.88 m
18. Backflow preventors shall be installed on all firelines and located in the waterclosets of each Elev: 278.28 �{3
von
g. . FHs (Locations) 2 5n r1 Q
building. r ,
2. TBM B: 1/2" Iron Rod `3 v
19. See Sheet C3.1 -C3.22 for dimensions and details. N: 1021 �t._ _
8586.91 Required Flo 2250 A M
q UV inn �J`t o _ °
- 20. All roof and ground -mounted mechanical equipment- shall be screened from view or isolated so as °
E. 3572575.06 M o CJ a
not to be visible from any public right-of-way or residential district within 150' of the subject lot
Elev: 286.19
1 3. TBM C: 1
measured from a point five feet above grade. Such screening shall be coordinated with the building /2 Iron Rod
SHEET N0.
i
architecture and scale to maintain v unified appearance. N: .10219419.32
21. Irrigation system to be installed by others. Irrigation system E:
3572365.23
must be protected by either a Pressure Vacuum Breaker, a Reduced Pressure Principle Back Flow
Elev: 294.84
Device, or a Double -Check Back Flow Device and Installed as per City Ordinance 2394.
22. All Backflow devices must be installed and tested upon installation.
pal
23. The replacement sidewalk shall be 6' wide, 6" thick concrete with #3 ® 12" O.C.E.W, placed over a
6" Cement Stabilized Sand (CSS).. CSS shall extend 24" beyond edge of concrete. ^� _
t
0HCl IS
3 '
I PLAN [VIEW -QUADRANT 2
i
TC/TS 287.40 - (V, 0 %
TC/TS 286.88 - - - - •'�q,X11
•. •u.
t :02 1 v `' I • • ,0,
6', Adjust manhole rin &
6 � J. DALE BR0�2o15.:... j
J 9 ( WNE, JR.
cover to match finished ............. ...........
- pavement elevation. I 81890 O
I��..p�,
. .►
Neat saw cut.. Install #5 smooth L / �'•.., G I. :
_
dowels (18" long) 9» into the -- - - - - - ! 1 F /STE';;:�♦
\ TC/TS 287.38 » 1��/Q +dw
existing concrete at 12 O.C. � NALII •
01
TC/TS/TP 286.35 -
- ISSUED FORT
mss\ UE `.�, i _ DING
TC/TS 287.45 AND CONSTRUCTION
\
TC/TS 286.80 i-
!- __ --=- -- UE / o M
- - N5 10218742.40 ' \` // 8S - __ �-- 8S -_ _ 8S - '-`�. - _ _. AVE---._: �_ _ --------- - _ ----- __ 8S (\ N
-E: 3572418.72 r \ i ,`` 8S - 8S - - 8S UE _t-- UE 5 �, 2'
-UE-
TC/TS 2s7.o2 EJEes .-as�JE _ -UE _T
Existin Water Line _ m'
-� - -� -Ss - = UE- -UE- -UE SS 9 _ _ o
_ _
TC 287.26 85 - -_ _ -8s- __ _ _ 8S r� i/ "i /- �> - - - - m
8s- -__ 85 85-
`� _ 8S /
`\ ---------- ------- ------
----- Existin Electrical Line --" o
•., c 3
_--- ZI Y
co Rl
,
I ,
TC 287.07 -..- '"�•• .:-- -- ( � W S
W'
U
2i5' RP -
N: 10218656.86 , n \ O
10 -0 P.U.E. c v
;, •� • \ : __,,,,__ Ir, E. 3572483.01 \ \ ,--I � ._ C
IL .�il-
--------------0 1 v e
1 SBC � `�,_
v" B�`/ TC 286.80 \ oo 3 O �.
N: 10218658.50 / 1 v
66 E. 3572468.52 TC 285.38 (� �I ( V v v
\ 2 + N: 10218646.39 I CL
E: 3572476.72 � °o O c N +N+
\ TP 286.56 C ( O C
� \ .. � ',,��,4; a �., -.►: ,', i , Grade Break :, `. of � r-.
)
N. 10218658.94 � � 1 N ++ I
rnv
72453.52
00 1
f / / _ ` _ _ SBL
., . TC 286.16 / 25 C
` � .�� , x . Install 29 SY of 6 Concrete ' .. - . _ _ , - - - .. : -. • • i
Saw cut;, :. r / \ I 3 m
CD �, and remove..,r » \ \ / _ I I v+
Pavement w/#3 ® 12 O.C.E. 4 RP t v
I 66 LF of curb. Q�• \, N: 10218644.76 J \, s4, \ I o o c
`�. y Connect to existing concrete ,' t t s, I ado ' c .� _ 0!I
n � E. 3572462.25 J .. • ��� I
with 4 dowea 18 _ion at � t / ,
12 O.C. set 9 into existing _ � r ., I c -/
g / g r I` m _ d Inv cl,
/ ,, concrete. I aI
TC 285.05 ( (r
2 �\ -- ------
t :� TC 285.38 / I \ \ v
w` - -- - - ` Di
/ 1
Install _ , `\ Hi h Point ao' /
tall 11 LF / _ s I ! o .- T v ci
I J w r ,
TC 285.56 _ » / 1 N. 10218595:96 1
of -6 Cur / // ; - os
\ b.� ., r.: \ / J _ E. 3572497.38 ` in Q N m v
.=� TC 285.47 / o
ae / I /I 03 ova
1 ,
., / ,,; • ��� _ .., � Jim J � '``. `:� o, I
TC 286.04
3 Q a l
Propos tic Etricol Line
• _ - / I
J / J
:
, r Pro sed Sewer Lin
/ / o P
` . 3'-6" RP i', --_�- TP 285.87 \, /' / ,J w + T-6 06
/0
/ N. 10218673.62 / / Grade Break
I
E: 3572407.70 / /' TC 286.03.. N: 10218644.41 / / ;J J, /i __ (� �
E: 3572428.23 ' J �° ., _, . `., 6
JJ TC 285.08 /�' /� :,,A_ C Z M
-
-- TC 285.80 21 LF of 12 0 HDPE ADS ; '--- / / . TC 284.73 ` r,, _- / I (� ro
ti t N-12 '0 `0.50q I I Z z
- ,
8619/•
-- - N
20 LF of 18 � HDPE ADS , i - `,c _„_,�.- � \ sr r _._. / rn I I m I � W �
_ � ,' -, Ni 10218632.28 ;-+� / --- -- -c` -.. -- --- -'- '__ ```. . _'. -- ```. ``` � `` `
\ S• \ ,yd' J .t'�" --''
N-12 ® 0.64% ,` TC 285.34 W >, M � O)
I
\0, \ / �'.-'' ' .,"-----EW3572431.71 / 1 � .0 \� ., / A �-: ,( �
`\ --IN: 10218545.52 '., Z � 0 r
\` TC 285.80 ` �' % TC 284.31 �9 / ho v� IE: 3572518.03 ? ( O c0
TC/TS 284.21 I i M
r M
I s J j 3' . J TP 284.03 / I C
N: 10218623.27 _,
r N. 10218607.42 ``, �-_ _
� Sta. 0+88.46 �' 285 E: 3572420.27 , ti Sta. 0+22.13 � `<. _ , ``_, J ! I m � � � � �
\ / J Junction BOX - 2.5 BOX •--- r f n �� /� \ E: 3572446.75 / r (7 O
` I m SUN
i"/ TP 284.08 --------__-- ,- ---- J / 28 Grote Inlet - 3 Box / `- g ;
I -- f _ Ocyl
'Q9), -"`_ ! TP 283.75 `'' I ti
FL _ _
\, 280.15 - \ /' `�--/ 1 I 3 I o a� cD ti
- 0- FL 280.71 / Grade Break p�
N: 10218641.11-_ -- --- -�'`-_' `. ,Y ""�_,__, I W (D O ( X
\ / E: 35723 15 RP N: 10218622.20 /° ` _ I C W U F, .-
I \ J 91.02 �' _,,,�'�. r / �+ I I (� N o Ic6 (n F-
0. Abandon existing _---'' �- N. 10218631.88 / E. 3572422.82 \ /0� _ rr1 LU 32 -
` unction box. PIU ✓' E: 3572419.98 s� M \ 0,>s \ �i / { NOTES: O to _ N
\ 1 9 ,� � r/ 0 \ 9 ao I I Z L
I N
1. See Sheet C1.1 for General Notes and Benchmark Data. -� - 4
\ � J ____ pipes entering box �-_,, � o \ /o % - U � c
_ .-' _ TS 284.30. S.-'' 0�c,/ + \ `. �� _ _ - J (
` --~-- with concrete. ;'-: �. � % , � - � '`, / TO 284.25 _ / to . w ao ( 2. Abrrviatlons: I _ ao '� d• "
/'� / m/ sem, "/ I - U Z rn O=r- C
-`'
~' `~` r o ^ / : N: 10218579.85 Di BC Building Corner C O CO
<. •1_ / Z_, 889 a o \ �` E: 3572458.05 - _ C I - W
\ •�'/ / "---'-i r•, �., TC 284.35 _ / �. C�/ ` i CP Concrete Pad
-----
' ,�" yr.--- � ,' � 28 `-`- `'```� /e \ "• � _ -- --- -------t- � f�1 FG -Finished Ground
\ '�`, : a" _..__~--~ 4 / TS 284.09 / TC/TS 284.67 9• �-- � ----- - -- - o _-_-••----- _ TC 285.13 ` I
f" ." moo" _ 4' RP ` I I RP Radius Point
--------------- - •,*� %�`. �_ TS 284.76 � � --- i \ I o0
�S• _ .-�, .TS 284.18 / Qi N -N: 10218536.33 '\ -
,� , � � ,, __ \ � I TC Top -of -curb •
I \ / �, - \
J J # 0. < / TC/TS 284.72 �i= , E: 3572506.13' ``� r I TG Top -of --grate
' - \ f _
JTC 284.81 c TC 284.66. d' C ( - -
Abandon 89 LF of \_ / J rn TP Top of Pavement
» `./ Fence ` '� _ II
v .f 12 HDPE ADS N-12. t / �� '`TS 284.02 ,00 / ./ `ti \ / I ) TS - Top -of -Sidewalk
; ' / �'�, \ ry ,o , : TS/TP 284.27 /
i Fill i / / •� \ / / -' ti ! j I 3. All slopes are!; 3:1, unless noted otherwise. �I
�= ----- ----ill pipe with sand. / `��� /-------=- " J rod J _
TS/TP 284.31 4. All Storm Sewer pipe shall be ASD N 12 HDPE unless
TS 283.71, \ TS 284.72 ; 0 '- " Otherwise noted.
/ _ `, s�• Oso Tc 284.86 / 30 0 P.U.E.
e
, rn
\ � 284
TC/TS 284.89
_
r o
J 28 �`� `--------------- _ TS 284.11
NOTE: LOCATION OF EXISTING BURIED UTILITIES,
6`
WHERE SHOWN, IS APPROXIMATE ONLY. THERE MAY
» ;' ; / r . ..,. 0„ 84.3
• TC 2 1 / C
N. 10218632 35 ,, �/ / I EXIST UTILITIES WHICH ARE NOT SHOWN. THE
83 LF of 18"0 HDPE ADS / / . `-� ' Ts 28465 `,_.``'_., Gate - __ m
E 3572383 94 , r \ ` `�- _, -" " _ � 4 RP �/ / ' ( 00 THESE PLANS DO NOT INCLUDE NECESSARY CONTRACTOR SHALL BE RESPONSIBLE F
_ `_ ! / r I ! OR LOCATING
N-12 1'03% / - 6•• ;- "'` 1 N. 10218524.20 r / COMPONENTS FOR CONSTRUCTION SAFETY. AND PR
/ `.� , , / UTILITIES.
/ OTECTING ALL BURIED
I / oy \`` ` E: 3572476.52 `r r /
=Sta. 1+09.82 `N o TS 283.80 TS 284.69 `\ Qi```. `
/ `� / Sta. 2+23.01
15 Yard Inlet , `�_ - Tc 284.39 I
- - ~--~ ---- - » 1 ,
TP 283 36, . \ - 28 Grate Inlet 3 Box { ! 3
-- / \ ` ` _ TC S 284.95 I C
\ `H.C. Sign` /T
/ TS 284.13 TP 283.99 I m
,
/,��• cc280.30":'.."',N: 10218574. 6 /
.,;. .: . ,L . Tuna i 2 i 1 ! I ,
i
ry
)
CL
V
-------------
' f------ ---- ---------
�-- -- -- _
/ �/ / r _ �- -- --_
p
V
A2
4'x4' Rock Riprap
Curb Outlet ��'
OWNER INFORMATION:
ROCKWOOD CAPITAL, INC.
GREG SMITH
2100 LAKESIDE BLVD., STE. 425
RICHARDSON, TEXAS 75082
972-739-7550
LANDSCAPE ARCHITECT
MEEKS DESIGN GROUP, INC.
HERB MEEKS
1755 N. COLLINS BLVD. #300
RICHARDSON, TX 75080
972-690-7474
NOTE
LEGEND
100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING,
DECORATIVE MOCK, OR A PERENNIAL GRASS IS REQUIRED TEXAS PISTACHE
IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, CANOPY TREE BUR OAK
THE PARKING LOT SETBACK, RIGHTS OF WAY, AND CANOPY TREE
ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION.
SHUMARDS RED OAK LIVE OAK
REFERENCE CIVIL ENGINEER FOR COMPLETE GRADING. CANOPY TREE STREETSCAPE TREE
N.R. STEVENS HOLLY
CEDAR ELM 5 GAL. SHRUB
SITE IRRIGATION CANOPY TREE
IRRIGATION SYSTEM WILL BE DESIGNED AND INSTALLED BY BURFORD HOLLY
A LICENSED IRRIGATOR 5 GAL. SHRUB
CANOPY TREES
NAME
REMARKS
QUANTITY
SHUMARD'S RED OAK
QUERCUS SHUMARDII
3 1/2" CAL. MIN.
12' HT. MIN./ 6' SPR. MIN.
19
CEDAR ELM
ULMUS CRASSIFOLIA
3 1/2" CAL. MIN.
12' -HT: MIN./ 6' SPR. MIN:
8
LIVE OAK
QUERCUS VIRGINIANA
3 1/2" CAL. MIN.
12' HT. MIN./ 6' SPR. MIN.
26
TEXAS PISTACHE
PISTACHIA TEXANA,
3 1/2" CAL: MIN.
12' HT. MIN./ 6' SPR. MIN.
18
BUR OAK
QUERCUS MACROCARPA
3 1/2" CAL. MIN.
12' HT. MIN./ 6' SPR. MIN.
13
SHRUBS MIN. 5 GAL
NAME
REMARKS
QUANTITY
BURFORD HOLLY
ILEX CORNUTA
5 GAL., 36" MIN. SPREAD
142
NELLIE R. STEVENS HOLLY
ILEX x'NELLIE R. STEVENS'
5 GAL., 36" MIN. SPREAD
117
LANDSCAPING POINT CALCULATIONS';
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SYMBOL
SIZE
(CAL. INCHES)
NAME & TYPE
QUANTITY
POINT
VALUE
POINT
3" MIN.
2
PROJECT AREA
58
300
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17,400
90
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CANOPY
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CRESCENT POINTE
COLLEGE STATION, TEXAS
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5 GAL. MIN.
SHRUB
259
C/TYSUBM/TTAL
0
2,590
STREETSCAPE REQUIREMENTS:
STREETSCAPE POINTS
FRONTAGE: (817750) X 300 PTS = 4,902 PTS
PROPOSED: .9,390
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TREES: (817732) = 26 CANOPY TREES
PROVIDED: 26
CANOPY TREES &
259
SCREEN SHRUBS
POINTS PER PROJECT AREA:
PROJECT AREA
609,816 SQUARE FEET OF SITE AREA
POINTS PROPOSED:
18,400
609,816 / 1,000 = 609.8
609.5 X 30 = 18,294 POINTS
TOTAL POINTS REQUIRED: 23,778
TOTAL POINTS PROPOSED:
27,790
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MEEKS DESIGN GROUP
1755 N. COLLINS BLVD., SUITE 300
RICHARDSON, TX.75080
P (972) 690-7474
C (214) 354-6934
hmeeks@mdgiand.com
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