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NOTES 0
1. ALL GRADING SHOTS SHOWN REFERENCE
CALLED 'l3 45 ACRES `� \ � _ w
- �—� VOL. 7051 PG 153 \\ / NOP OF PAVEMENT UNLESS OTHERWISE
\ ✓✓✓ /
ZONED
2. CONTRACTOR TO VERIFY T.A.S.
COMPLIANCE. FOR ANY QUESTION CONTACT
'" 1 CIVIL ENGINEER IMMEDIATELY.
3. ALL SIDEWALKS SHALL HAVE A MAX. OF
D
i _� .., —/0000,/
� , , \ 2.0% CROSS SLOPE
\ 4. REFERENCE GEOTECHNICAL REPORT FOR Z
ALL SUBGRADE PREPARATION
� CO(viNiON AREA TlNO
8.40 ACRES \
BENCHMARK
TYPE 2 TxDOT MONUMENT
N 10200171.72
E 3556987.12
GPS 9
289.74
286 PROPOSED PHASE IB -! t? w
CONTOURS rn vj
zww
— — — 286 - — — - EXISTING CONTOURSU z W
YOm
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SWALE a a w
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-------- HIGH,POINT
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X 285.25 TOP OF PVMT.
285.25 TOP OF CURB
X TC
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X ME
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225 TOP OF WALL PG�LSL�(1t�nl�!IQG?�'(
" FOR REVIEW mNLYM4
X tal
BW 25 BOTTOM OF WALL Not 1b co�cUo, ped for r es or pam b.
285 25 ��� and HcI Etc.
X AD • AREA DRAIN •
SEE SHEET C-09KEVIN S. GNSKEY
FOR DETAILS. PE°Nsslsa p� '' AUGUST 2011
FF FINISHED FLOOR
SPECIFICATIONS
5. CONTRACTOR TO ADJUST MANHOLES TO
MATCH FINISH GRADE
6. ALL HANDICAP SIDEWALKS SHALL NOT
5
EXCEED 1:20 OR 5% SLOPE.
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7. LANDSCAPE WALLS ARE LESS THAN TWO
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FEET IN HEIGHT.
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8, FOUNDATION GRADE OUTSIDE OF
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FINISHED FLOOR, UNLESS OTHERWISE
NOTED.
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E 3556987.12
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CONTOURS rn vj
zww
— — — 286 - — — - EXISTING CONTOURSU z W
YOm
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SWALE a a w
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-------- HIGH,POINT
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285.25 TOP OF CURB
X TC
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225 TOP OF WALL PG�LSL�(1t�nl�!IQG?�'(
" FOR REVIEW mNLYM4
X tal
BW 25 BOTTOM OF WALL Not 1b co�cUo, ped for r es or pam b.
285 25 ��� and HcI Etc.
X AD • AREA DRAIN •
SEE SHEET C-09KEVIN S. GNSKEY
FOR DETAILS. PE°Nsslsa p� '' AUGUST 2011
FF FINISHED FLOOR
1i spb
C
COMPLIANCE
AUG 3 0 2011 7r'
COLLEGE STATION
ENGINEERING
pP II&A
�N - CA U TION! ! - " v�,L
EXISTING UNDERGROUND UTILITIES IN THE AREA
CONTRACTOR IS RESPONSIBLE FOR DETERMINING
THE (HORIZONTAL AND VERTICAL LOCATION OF
ALL UTILITIES PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE
INCURRED DURING CONSTRUCTION. CONTRACTOR
SHALL NOTIFY THE ENGINEER OF ANY
.1 IDISCREPANCIES ON THE PLANS. r`
:ALL BEFORE YOU DIG
P
DIG TESS
j 1-800-DIG-TESS
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COMPLIANCE
AUG 3 0 2011 7r'
COLLEGE STATION
ENGINEERING
pP II&A
�N - CA U TION! ! - " v�,L
EXISTING UNDERGROUND UTILITIES IN THE AREA
CONTRACTOR IS RESPONSIBLE FOR DETERMINING
THE (HORIZONTAL AND VERTICAL LOCATION OF
ALL UTILITIES PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE
INCURRED DURING CONSTRUCTION. CONTRACTOR
SHALL NOTIFY THE ENGINEER OF ANY
.1 IDISCREPANCIES ON THE PLANS. r`
:ALL BEFORE YOU DIG
P
DIG TESS
j 1-800-DIG-TESS
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DECK LINE'
SUN D TER L N
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i1``'� • AREA COMMON AREA TWO
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t "' '`�`�_ 8.40 ACRES WM PARKING COUNT
%, i 1 ;' �' �: SOLATION
t,: �liPi}7 tlt`r' 4" GATE VALVE _ _
EX.. _-/ f FL-
FiRE LANE
/ - . 1.-tnVER TG = 286.50 ,_... _ 1~`'" f
rc} :r '-- -- =I
� FL 18" = 283.68 / 'LANDSCAPE - �Y I
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_ ALL - _. �,
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! VALVE
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ISLAND REQUIREMENTS PHASE 18
INTERIOR PARKINGQ
TOTAL INTERIOR SPACES: 153 SPACES .
TOTAL INTERIOR ISLAND REQUIREMENT: 1,836 SF
(153 / 15 * 180 =1,836)
TOTAL INTERIOR ISLANDS PROVIDED: 7,299 SF
TOTAL END ISLAND REQUIREMENT: 2,160 SF
(6 PARKING ROWS * 360 = 2,160)
(180 SF REQUIRED AT THE END OF EACH PARKING ROW)
I TOTAL END ISLANDS PROVIDED: 3,964 SF
I (OVER 180 SF PROVIDED AT THE END OF EACH PARKING
ROW)
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1. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT
SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE
RESIDENTIAL
- D
VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR REST
T MEASURED FROM A
THE SUBJECT LO
DISTRICT WITHIN 150' OF H
POINT FIVE FEET ABOVE GRADE.
O
D VER DECORATIVE
PAVING
2. 100lo COVERAGE OF GROUN CO
SS IS REQUIRED IN
K OR A PERENNIAL GRA Q
DECORATIVE ROC
PARKING LOT ISLANDS, SWALES AND .DRAINAGE AREAS, THE
PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT
BE
D DURING CONSTRUCTION.
PROPERTY DISTUR
3. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A
PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE
BAC
BACK FLOW DEVICE
A DOUBLE-CHECK AC
FLOW DEVICE OR
K
AND INSTALLED AS PER CITY ORDINAr4.E 2394. - ' "1
4. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON i
INSTALLATION AS PER CITY ORDiNANCE 2394, f
S. REFERENCE MEP AND ARCHITECTURAL PLANS FOR REMOTE FIRE
DEPARTMENT CONNECTION LOCATIONS.
6. NO PERIMETER FENCING OR GATES ARE PROPOSED AT THE
PERIMETER OF THE PROPERTY, FENCING WiLL BE PROVIDED
AROUND THE SUN DECK AREA. REF. LANDSCAPE PLANS FOR
DETAILS. I
7. COMPACTOR PROPOSED IS FOR PHASE 1B ONLY.
8. NO EXISTING PARKING SPACES ARE 114CLUDED IN THE PARKING
PROVIDED TOTAL.
9. SIGNS ARE TO BE PERMITTED SEPARATELY.
10. EXTERIOR BUILDING AND SkTE LIGHTING
WILL MEET THE
STANDARDS OF SECTION 7.10 OF THE: UNIFIED DEVELOPMENT
ORDINANCE, THE LIGHT SOURCE SHA; 1. NOT PROJECT BELOW AN
OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT
LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A
MANNER THAT THE PROJECTED CONE: OF LIGHT DOES NOT I
CROSS ANY PROPERTY LINE. i
11. THE SITE IS NOT LOCATED WITHIN H N TH
E FEMA 100 -YEAR
FLOODPLAIN BASED ON FIRM NO. 480,1 1 C0182C. REF. LOMR OASE 'i
NO. 08-06-2506P.
12. ALL STORM SEWER IS PRIVATE, SANITARY SEWER IS PUBLIC OR
i
PRIVATE AS NOTED. ALL WATER LiNES ARE PUBLIC UP TO AND i
INCLUDING THE METER.
13. ALL FIRE HYDRANTS TO PROVIDE A WNIMUM 1,250 GPM OF FIRE j
FLOW.
14. FIRE SUPPRESSIONS. LINES SHALL HAVE A LOCKABLE LID ON THE
ISOLATION VALVE. THE LOCKABLE LID SHALL AT A MINIMUM
SUPPLY PROTECTION AS THE AMP OR USA, LL562 LOCKING LID.
A
ALTERNATE LOCKING LIDS SHALL BE APPROVED BY COLLEGE
DESIGNEE.
STATION UTILITIES DIRECTOR OR HiS DEs I
15. STRUCTURAL BACKFILL IS REQUIRED FOR WATERLINES SUBJECT
TO VEHICULAR LOADINGS,
16. CONTRACTOR TO SUBMIT SEPARATE PERMIT APPLICATION FOR
RETAINING WALLS GREATER THAN 2 FEET IN HEIGHT,
17. ALL SANITARY SEWER LINES TO BE SDR 26 PVC, PER ASTM D3034.
8" LINES TO BE A MINIMUM OF 0.40%. �
18. WATER LINES 4"-12" SHALL BE PVC WATER PIPE AWWA C900
(DR -14) CLASS 305. WATER LINES 3" AND SMALLER SHALL BE
TYPE K COPPER. TUBING.
\\!
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GRAPHIC SCALE 1N FEET w w
0 20 40 80 0 �r1 �-
a _.
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SITE DATA SUMMARY TABLE a uj
C3
ZONING PDD
0
s`
I'l N
PROPOSED USE MULTI -FAMILY
GROSS ACREAGE 7.10 AC,
TOTAL DEVELOPED ACREAGE 7.10 AC. �
PARKING REQUIRED: / / )I,,,+'�+�% �-.ta_'
___ _
. s - .:- -
_. -__ _,.___- , f _- Q - -- -._. J
1.
# # : -< <: .
_ _ 6 -
co
a. I;: # - .. fcf!.. T REINFORCED PORTLAND CEMENT
rA .._S .__-...�; ' .__-i Fir__._ _......2.._,,..,,-..�'--....✓.=_ s,....}t i...__ �.._ ..__•rt'.'- -._ .... ; r:.. , . r -t, - -�. _. .,,.J._ - _�._. 29$ i `5 .. - BAR 2 O C E W
�11
[r�; CONCRETE MIN COMPRESSIVE #3 1 "
7 .. S
W Y
C4 �3 � ti STRENGTH OF 3500 PSI AT 28 DAYS. @
III -
i.
..
N - c `) SUIL.DINIG �it.-I 1:;ACK I � :r ""1-1 i.""' "oe.. ' . i; _�� a .' i
7"
OJ .. -.. .... . _.., .. . ... :r'. ..._n ,. ,. .. " of -,.:,11 :t. ..'
LA r_;'-ra____ -_ ,.. ,t • il. • .r.. ,{. --E r#. T ri, , ,d.. ..�.: .:5. :1,_. 3 1' ,. '-si:-' p ; �" V.
.,(' ;•,,'•
= O i i i 11- , i i j A.1 _.-i` t ..- .....,. .i - '- ---..1 .. .3-- .-.1. _,, .._ . ..i I ! _, _ _ -
: :
. ,. -- ' -
8.
rn z _. i __,:' ..:_t .i r! REINFORCED PORTLAND CEMENT) I`� I I--1 I -
P. i +0"
;v a I
!m-__,��.___:. 4..y #3 BARS @ 18" O.C_E.W.
w �� �'$ .,- CONCRETE, MiN. COMPRESSIVE -
A z (,�1../;t�i%C;Aik �SE7 € .Ci< �.+ STRENGTH OF 3500 PSI AT 28 DAYS.
, .-. ...�,,.
.
� w�\ .
dy ` : SCARIFY &COMPACT $" MIXED WITH 5% HYDRATED LIME (BY DRY
�_ ; 5 ` SOIL WEIGHT) IN CONFORMANCE WITH TXDOT ITEM 260.
•' • • ;
si cr ' ' •' . _, ` I COMPACT TO AT LEAST 95% OF STANDARD PROCTOR MAXIMUM DRY
m ,- DENSITY (ASTM D 698) AND WITHIN THE RANGE OF 0 TO 4 PERCENTAGE
_�_ o (�- I 8" POINTS ABOVE THE MIXTURE'S OPTIMUM MOISTURE CONTENT.
w NOTES:
9 2 1. DOUBLE BACK HOLDS 4 BICYCLES.
W a 2. FINISH TO BE WEATHER RESISTANT, RAVED -ON POWDER POLYMER COATING. " ° D LIME BY D Y NERVY -DUTY CONCRETE P gVEMENT
w 3, ANCHOR BACK TO CONCRETE WITH 3/8'X 21/2" WEDGE ANCHORS AND TAMPER RESISTANT OR
X z WELDED NUTS. (4 REQ'D) OR SET TUBING 12" BELOW GRADE IN 24" DEEP X 6" WIDE CONCRETE
FOOTING.
ED GRANITE
, � _* I ,, �!
=. " ........ , - -1. *
r_
`
_
�'. _ *"-
-
, -
ffi���
''
""d ^L
fni£LM,E
WATER
METER SIZE
0
TOM
WAYZI P'
tN,E
N°PARIC.
SCARIFY & COMPACT 8 MIXED W11H 5 /o HYDRATE ( R t
SOIL WEIGHT) IN CONFORMANCE WITH TXDOT ITEM 260. N.T.S.
STONE RETAINING WALL COMPACT TO AT LEAST 95% OF STANDARD PROCTOR MAXIMUM DRY
a 4, CONCRETE SASE MAYBE COVERED WITH DECOMPOS DENSITY: (ASTM D 698) AND WITHIN THE RANGE OF 0 TO 4 PERCENTAGE NOTE:
8" RED STRIPE PAINTED ON DRIVE SURFACE IPOINTS ABOVE THE MIXTURE'S OPTIMUM MOISTURE CONTENT.
ACCESSIBLE PARKING REQUIRED 9
PARKING PROVIDED: REGULAR SPACES 420
ACCESSIBLE SPACES 9
TOTAL PROVIDED 429
i-oT) wvin**Abvt Mjosfimeh-N- (5,Lej,) - VIP
TOTAL B JILDING Sq. Ft. 4cl 6
WATER DEMAND
TOTAL
I WATER DEMAND
I (WSFU'S)
GALLONS
PER MiNUTE
WATER
METER SIZE
BLDG.
TYPE
NO.OF
TYPE
PARKING
G
TOTAL
18 / VII
II 444
112
2"
3"
191 V!1
j 444
112
UNITS
3"
20 / Vil
1 444
112
VI
1
1 BR.
1.5/BR.
1.5
2"
2-1/2"
3
2 BR,
1.5/BR.
9
2-1/2"
2
4
2 BR. HC.
1.5/13R.
12
19
4 SR.
1.0/13R.
76
4
5 BR.
1.0/13R.
20
VII
9
EFFICIENCY
1.5/BR,
13.5
36
, stt _ --
i.Jioi't:
54
24
2 BR.
1,5/BR.
72
12
3 BR.
1.0/BR.
36
12
4 BR.
1.0/BR.
48
12
5 BR,
1.0/13R.
60
Vill
1
3 BR.
1.0/13R.
3
11
4 BR.
1.0/BR.
44
Vitt -a
1
2 BR.
1.5/BR.
3
1
3 BR.
1.0/BR.
3
10
4 BR.
1,0iBR.
40
TOT
L REQUIRED 495
ACCESSIBLE PARKING REQUIRED 9
PARKING PROVIDED: REGULAR SPACES 420
ACCESSIBLE SPACES 9
TOTAL PROVIDED 429
i-oT) wvin**Abvt Mjosfimeh-N- (5,Lej,) - VIP
TOTAL B JILDING Sq. Ft. 4cl 6
TOTAL # BEDROOMS: 440
BEDROOMS PER DEVELOPED ACREAGE: 61.97
TOTAL 0 UNITS:AtV' f 61 ''�
UNITS 0ER DEVELOPED ACREAGE: 22.54
II
WATER DEMAND
BLDG.
TYPE
I WATER DEMAND
I (WSFU'S)
GALLONS
PER MiNUTE
WATER
METER SIZE
SERVICE
SIZE
171 VI
I 544
132
2"
3"
18 / VII
II 444
112
2"
3"
191 V!1
j 444
112
2"
3"
20 / Vil
1 444
112
2"
3"
21 / Vllt
5A
YES
2"
2-1/2"
- -
-188;,503 SG. Ft.
-
2"
TOTAL # BEDROOMS: 440
BEDROOMS PER DEVELOPED ACREAGE: 61.97
TOTAL 0 UNITS:AtV' f 61 ''�
UNITS 0ER DEVELOPED ACREAGE: 22.54
II
w 5, PLACEMENT OF BICYCLE RACK SHALL BE CONVENIENT TO MAIN ENTRANCE AND INA HIGHLY WITH 4"WHITE LETTERS STATING "FIRE LANE RETAINING WALL I EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A Si
VISIBLE AREA. BASE REFERENCE LINE MAXIMUM DISTANCE OF 60' APART AND AT ALL RADIUS POINTS. ` ` �� l
a w NO PARKING TOW -AWAY -ZONE" \, P T'S AND P C'S TYPE "B" CONTACTION JOINTS IN CURB & GUTTER
G S ti .:- I
w o 18" 31
w 28" ..
rn
w a,
tVgNl M atmw! B+ Z•.tv
WATER DEMAND
BLDG.
TYPE
I WATER DEMAND
I (WSFU'S)
GALLONS
PER MiNUTE
WATER
METER SIZE
SERVICE
SIZE
171 VI
I 544
132
2"
3"
18 / VII
II 444
112
2"
3"
191 V!1
j 444
112
2"
3"
20 / Vil
1 444
112
2"
3"
21 / Vllt
a 207
67
2"
2-1/2"
22 / Vilt
1 207
67
2"
2-1/2"
w 5, PLACEMENT OF BICYCLE RACK SHALL BE CONVENIENT TO MAIN ENTRANCE AND INA HIGHLY WITH 4"WHITE LETTERS STATING "FIRE LANE RETAINING WALL I EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A Si
VISIBLE AREA. BASE REFERENCE LINE MAXIMUM DISTANCE OF 60' APART AND AT ALL RADIUS POINTS. ` ` �� l
a w NO PARKING TOW -AWAY -ZONE" \, P T'S AND P C'S TYPE "B" CONTACTION JOINTS IN CURB & GUTTER
G S ti .:- I
w o 18" 31
w 28" ..
rn
w a,
tVgNl M atmw! B+ Z•.tv
W
MOA `JN'NN d°N 3[.. RMJ
Y
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-
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- //\// \//�\/,\f H CAMPUS' V�LLAG '-PEASE 1B
: ,�y//���\\�\\/� LIGHT-DUTY CONCRETE PAVEMENT SHALL 8E SPACED AT A MAXIMUM DISTANCE OF 10' APART.
• . •//\\j/\��j/\\%/�/ N.Ts.
, /N\/\/\
1.9' MAX WALL HEIGHT. • . �\\j /\//\//`
a rQ 3' M!N CLEARANCE SEE GRADING PLAN FOR f \//\1 //\\)//\\//\
�? w s'`�� FROM WALLS OR FIRE LANE MARKINGS DETAILS \//�/\/\\/\
w z 1" X 2" RECTANGULAR - \ �\ ',, I �/\ REINFORCED PORTLAND CEMENT #3 BARS @ 12" O.C.E.W_ •
,� �, 1/a° oBSTRUGTioNs ON - 12 I ��/\\�\\�\
r4 0) THICKNESS 15" . STEEL TUBING BASE. /\/\///// CONCRETE, MIN. COMPRESSIVE
0 w BOTH SIDES AND
o a (np) N 11 GAUGE BACK. FRONT TO
w a 1/8" X 2" X 2" X 0'-2" HAVE 6' MIN CLEAR
5. 8, cn rn ANCHOR BRACKETS W/ AREA. __. ,-�._._ I.-
L"
-..
w &T M � 1/2" HOLE. WELD TO -�
w � °' BASE. (4 REQ'D) - - :� 18
z-- - -; ::1.: -:.. .. .. i �,
L'oi� o �•�:w___ -:s
w IN i_ 1" X 2" RECTANGULAR
a r STEEL TUBING BASE,
z � � 1/8" X 2" X 2" X 0'-2" ANCHOR 11 GAUGE.
cn � w BRACKETS W/ 112" HOLE.
1 318" • • I I j\\j\\j` STRENGTH OF 3500 PSI AT 28 DAYS.
2" B SERIES ' \/\/ :, - •' /\\/\\�//\\f�I "
L PER/\\%j�//\\//\ /\\//�?//\// � a ::., ; :. ..; ... 6 28 DAY CONCRETE
21/8" COMPAGEOD CHINICAL \%/�\�/ \/�\�/%\//\\jj r �^";.:«: ' • ; STRENGTH = 4000 psi
2" C SERIES SPECIFICATIONS _ //\/\\ • . /r /%//%\///I/ -
1 112 >, 1 �o �o4 //\\i\\�� i i --{ !-=111= = $"
2" C SERIES \\j�\/c� ��O�T�� /�\�/\y/� _ I �'"'� � i"`
6" MINIMUM COMPACTED \/ /\\/\\/ I ,, ,/\\ /\\/\\/\\/\\�
11/2" GRANULAR BASE i/://��/i//./.�/i\//i/\�\/�, -
2" C SERIES Q = #4 BARS
SCARIFY &COMPACT 8" MIXED WITH 5%HYDRATED LIME (BY DRY
21/2" SOIL WEIGHT) IN CONFORMANCE WITH TXDOT ITEM 260. 0= 3/4" X 18" SMOG
rJ ,• _ •- an COMPACT TO AT LEAST 95% OF STANDARD PROCTOR MAXIMUM DRY EXPANSION DOl
f0O r WELD TO BASE. 4 REQ'D
P _ � = w ( ) % N SIGN DENSITY (ASTM D 698) AND WITHIN THE RANGE OF Q TO 4 PERCENTAGE
w � 9 , o �r co A SIGN MUST BE MOUNTED IN A CONSPICUOUS POINTS ABOVE THE MIXTURE'S OPTIMUM MOISTURE CONTENT.
K x ° F _..__�,__ Da LOCATION AT EACH ENTRANCE TO THE PROPERTY
w
BICYCLE RACK DETAIL FIRE LANE DETAILS LANDSCAPE WALL DETAIL MEDIUM-DUTY:CONCRETE PAVEMENT '
p�`��,
rn z � n N.T.S. N.T.S, N.T.S. N.T.S.
O
�°�-
xa0-� �m_ .
TYPICAL COMBINED
CURB & GUTTER SECTION
N.T.S.
SLOG.' NO. OF SQUARE TOTAL SQUARE CONST. SPRlNKLERED
TYPE BLDG. FOOTAGE FOOTAGE TYPE
2 YES
46 222
VI 1 46,22 5A
Vit 3 35,121 105,363 5A YES
Vitt 1 18,459 18,459 5A YES
VIIi a 1
18,459 18,459
LOT 2R-2
THE WOODLANDS OF
COLLEGE STATION SUBDIVISION
160 MULTI -FAMILY UNITS DEVELOPED
7.10 ACRES
CITY OF COLLEGE STATION
BRAZOS COUNTY, TEXAScn
SEPTEMBER 6, 2011Ic
DEVELOPER APPLICANT/ENGINEER0-1
CAMPUS ViL f GE COMMUNITIES KIMLEY-HORN AND ASSOCIATES, INC
919 W. UNIVERSITY DRIVE, SUITE 700 12700 PARK CENTRAL DRIVE, SUITE 1800
ROCHESTER, MICHIGAN 48307 DALLAS, TEXAS 75251
CONTACT: RAY BEHLING CONTACT: KEVIN GASKEY, P.E.
TEL: (248) 609-0406 TEL. NO, (972) 770-1300
FAX: (248)425 j10. (972)
-3820
Z
WZ
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O
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SHEET NUMBS � Y_
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.,..
�KEViN S. ASK 1.
j.. .... .. .. j
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It Icss% •........•�s
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EXISTING TRAIL TREES
TO REMAIN (TYP.)
T
12
EXISTING TRAIL TREES_'.
ca
TO REMAIN (TYP.)
0
0
ca
tiI
T
0
PHASE
z
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SEE WET LEDGE POOL
CA Q TION!
EXIS TING UNDERGROUND UTILITIES IN THE AREA
CONTRACTOR IS RESPONSIBLE FOR DETERMINING
THE HORIZONTAL AND VERTICAL LOCATION OF
ALL UTILITIES PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE
INCURRED DURING CONSTRUCTION. CONTRACTOR
SHALL NOTIFY THE ENGINEER OF ANY
DISCREPANCIES ON THE PLANS.
CALL BEFORE YOU DIG
DIG TESS
1-800-DIG-TESS
least 72 hours prior to digging)
SUN DECK FENCING.-
SEE.DETAIL F, SHEET
L-02
A/C UNIT SCREENING
(TYP.)
`3-
J�
A/
0
0
SEE WET LEDGE POOL
CA Q TION!
EXIS TING UNDERGROUND UTILITIES IN THE AREA
CONTRACTOR IS RESPONSIBLE FOR DETERMINING
THE HORIZONTAL AND VERTICAL LOCATION OF
ALL UTILITIES PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE
INCURRED DURING CONSTRUCTION. CONTRACTOR
SHALL NOTIFY THE ENGINEER OF ANY
DISCREPANCIES ON THE PLANS.
CALL BEFORE YOU DIG
DIG TESS
1-800-DIG-TESS
least 72 hours prior to digging)
SUN DECK FENCING.-
SEE.DETAIL F, SHEET
L-02
A/C UNIT SCREENING
(TYP.)
1
GRAPHIC SCALE
40 0 20 40
II C
IN FEET
1 na c h: = 0 ft.
,1 ° r �
EXISTING TRAIL TREES LANDSCAPE REQUIREMENTS
TO REMAIN (TYP.).
STREETSCAPE REQUIREMENTS:
ONE CANOPY TREE FOR EVERY 25 LF
OF FRONTAGE SHALL BE INSTALLED -
TOTAL STREET FRONTAGE: 521 LF
REQUIRED PROVIDED
TOTAL TREES: 21 21
POINTS PER PROJECT AREA:
TOTAL DEVELOPED SITE AREA: 414,692 SF
y.
MINIMUM LANDSCAPE POINTS REQUIRED
12,441 POINTS
POINTS/ 1,000 SF OF SITE AREA)`
THREE HUNDRED ADDITIONAL LANDSCAPE
POINTS SHALL BE REQUIRED FOR EVERY 50
LF OF FRONTAGE ON A RIGHT-OF-WAY:
J11 d (521 / 50)(300) 3 126 POINTS
/ % na wk A 10% POINT CREDIT WILL BE AWARDED
FOR LANDSCAPE PLANS THAT ARE
V
PREPARED BY A LANDSCAPE ARCHITECT
- / �. ' ? 1 - ;} o '•. r REGISTERED IN TEXAS: (15,567 *.10) (1,557 POINTS)
REQUIRED PROVIDED
CANOPY TREE POINTS:
50% OF TOTAL REQUIRED POINTS
7,005 POINTS 8.10 3 POINTS
SHALL BE PROVIDED BY CANOPY
TREES. (14010-.50) = 7,005)
TOTAL POINTS: 15,567 -1,557
A
�%� l'y„,w- - 14,010 POINTS 14,060 POINTS.
v
ng
RLVIEWED
nk
Z
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PLAT FILED,
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00
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TOTAL LANDSCAPE POINT CALCULATION
g -A
0
(fa04 co
SYMBOL TAG QTYSIZE SCIENTIFIC NAME J COMMON NAME TYPE POINT VALUE POINT
6
z M w
w
:-0w
WN w Z z
N
QV 24 2.5" CAL. QUERCUS VIRGINIANA LIVE OAK CANOPY TREE 160 3600 di
0 't CL < cf) w
A+ 0� � u) Ul 0
a.15 a 0) a a 0
VII
UP 5 2.5" CAL. ULMUS PARVIFOLIA CHINE 3E ELM CANOPY TREE 150 750
w ' SEMPERVIRENS
n8
t r%
l C7 UC 4 2.5" CAL. STREETSCAPE Uj
ULMUS CRASSIFOLIA CEDA� ELM 150 600
0,
TD 17 2.5" CAL. TAXODIUM DISTICHUM BALD C r PRESS STREETSCAPE TREE 150 2550
CANOPY TF14EE SUBTOTAL 7,50 U) LLJ
PARKING SPACE -1
SS 9 ts-CAL_ SOPHORASECUNDIFLO, TEXAS M�. LAUREL NON -CANOPY TREE 40 360 w
SCREENING'(TYP.)
Z)
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SABALPALMETTO PALMETTO� VALM - TREE N/A N/A
CLEARNON-CANOPY SP 5 8-10 0
TRUNK <
GENERAL LANDSCAPE NOTES AND SPECIFICATIONS NON -CANOPY TREE SUBTOTAL 960
1 PLANT MATERIAL SHALL COMPLY WITH ALL SIZING AND GRADING STANDARDS OF THE LATEST EDITION OF 'AMERICAN STANDARD FOR NURSERY SHRUB
STOCK.' AZ 21 5 gal ALPINA ZERUMBET'VARIEG SHELL GINGER 18-24- HT., NIA
2. CONTRACTOR SHALL STAKE OUT TREE LOCATIONS AND BED CONFIGURATION FOR APPROVAL BY OWNER PRIOR TO INSTALLATION. FULL
3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADVISE THE OWNER'S REPRESENTATIVE OF, ANY CONDITION FOUND ON THE SITE WHICH PROHIBITS SHRUB
INSTALLATION AS. SHOWN ON THESE PLANS. *k ST 24 5 gal MEXICAN THE 18-24" HT.,
4. IN THE EVENT OF A DISCREPANCY BETWEEN DRAWINGS AND PLANT SCHEDULE, THE DRAWINGS SHALL PREVAIL. STIPA TENUISSIMA GRASS FULL 10 240
5. LOCATE ALL UTILITIES PRIOR TO DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES INCURRED BY HIS/HER WORK. SHRUB
6. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN AUTHORIZATION FROM THE PROJECT LANDSCAPE ARCHITECT OR THE OWNER. HF 18 5 gal HIBISCUS SP.'FLARE! HARDY HIBISCUS 18-24- HT., N/A NIA
7. PLANT BED PREPARATION PROCEDURE SHALL BE TO ADD 3" OF COMPOST AND 20 POUNDS OF ORGANIC FERTILIZER (GREENSENCE, SYSTANE OR 'FLARE'
FULL
EQUAL) PER 1,000 SQUARE FEET (OF BED) TO ENTIRE BED. BED SHOULD BE TILLED TO A MINIMUM DEPTH OF 6"-8". SHRUB
SAW P�LMETTIO -24- HT.,
8. EXISTING SOIL SHALL BE REASONABLY FREE OF STONES, LUMPS OF CLAY, ROOTS AND OTHER FOREIGN -MATTER. ACIDITY TO BE BETWEEN 5.0 AND SP 12 5 gal SERENOA REPENS 18 N/A N/A
7.0 PH. PALM FULL
9. IF ROCKS ARE ENCOUNTERED, REMOVE TO A DEPTH OF 4" AND ADD 4" OF FRIABLE FERTILE TOP SOIL TO ALL SODDED AREAS. GRADE ACCORDING
TO ENGINEER'S GRADING PLAN.
SHRUB
MS 9 5 gal MUSA SUMATRANA ROJO BANANA 18-24- HT., NIA N/A
10. LAWN AREAS SHALL HAVE 4" MINIMUM FRIABLE TOPSOIL AND BE TREATED WITH FERTILIZER APPLIED AT A RATE OF 20 POUNDS PER 1,000 SQUARE
. FEET. FULL
11. ALL PLANT BEDS SHALL BE TOP DRESSED WITH A MINIMUM OF 2" OF SHREDDED HARDWOOD MULCH. SHRUB
N
12. PROVIDE STEEL EDGE BETWEEN ALL PLANT BEDS AND LAWN AREAS UNLESS INDICATED DIFFERENTLY ON PLANS. mc 13 1 gal MISCANTHUS SINENSIS MAIDEGRASS 18-24- HT., 10 130
13. ALL DISTURBED AREAS NOT INDICATED AS PLANTING BEDS SHALL BE SEEDED BY CONTRACTOR TO PROVIDE AN ESTABLISHED TURF AREA. FULL
14. TREE PLANTING PITS SHALL BE BACKFILLED WITH TOP SOIL, AND CLEARED OF ALL ROCKS, LUMPS OF CLAY AND OTHER FOREIGN MATERIAL. PLACE SHRUB
RI 269 7 gal RAPHIOLEPSIS INDICA:
1" OF COMPOST AND 3" OF MULCH ON TOP OF ROOT BALL. (D INDIAN HrHORN 36" HT. MIN, 10 2690
Min
15. METHODS OF TREE STAKING INDICATED ON THE DRAWINGS ARE FOR SUGGESTION ONLY. THE LANDSCAPE ARCHITECT SHALL USE WHATEVER METHOD FULL
HE/SHE DEEMS FIT, HOWEVER, HE/SHE WILL BE HELD LIABLE FOR ANY DAMAGE CAUSED TO THE TREE DUE TO.IMPROPER STAKING METHODSSHRUB
Z
(INCLUDING ABSENCE OF STAKING), AND WILL BE RESPONSIBLE FOR ADJUSTING AND/OR REPLANTING TREES WHICH ARE NOT HELD UPRIGHT DURING 0 IVN 127 5 gal ILEX VOMITORIA'NANA! DWARF I YAUPON 18-24- HT., 10 1270
THE WARRANTY PERIOD. FULL c6
w
16. TREES SHALL BE PLANTED AT LEAST 4 FEET FROM ANY RIGHT-OF-WAY, CURB, WALK, OR FIRE -HYDRANT, AND OUTSIDE ALL UTILITY EASEMENTS. SHRUB
17. TREES SHALL BE PLANTED AT LEAST 8 FEET FROM ANY PUBLIC UTILITY LINE. 0 LF 110 5 gal LEUCOPHYLLUM FRUTESCEN6 TEXAS SAGE 18-24" HT., 10 1100
18. TREES OVERHANGING WALKS AND PARKING AREAS SHALL HAVE A CLEAR TRUNK HEIGHT OF 7 FEET FROM FINISHED SURFACE GRADE.� FULL 1 0
119. TREES PLANTED ON SLOPES SHALL BE PLACED IN PLANTING PITS OF ADEQUATE DEPTH SUCH THAT THE SOIL STAIN AT THE BASE OF THE TRUNK i I SHRUB cf)
MATCHES THAT OF THE AVERAGE GRADE OR SLOPE.""MP 38 5 gal MYRICA PUSILLA DWARF WAX MYRTLE 18-24�' HT., 10 380
20. DURING THE WARRANTY PERIOD, THE OWNER, TENANT, AND/OR THEIR AGENT (IF ANY) SHALL BE JOINTLY RESPONSIBLE FOR THE MAINTENANCE OF
FULL
ALL LANDSCAPING. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THE WORK SHALL z
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INCLUDE - BUT NOT BE LIMITED TO- MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING AND OTHER SUCH ACTIVITIES COMMON TO THE PENNISETUM ALOPECUROIDES LITTLE BUNNY DWARF GROUNDCOVER
PA 190 1 gal N/A N/A z
MAINTENANCE OF LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR 'LITTLE BUNNY' FOUNTAIN IN GRASS &�-&'HT., FULL it
0
THE SEASON OF YEAR. PLANT MATERIAL THAT IS DAMAGED, DESTROYED, REMOVED, OR SHOWING MORE THAN 40% DEFOLIATION, SHALL BE
REPLACED* WITH PLANT MATERIAL OF SIMILAR SIZE AND VARIETY WITHIN THIRTY (30) DAYS. SOLID SOLID SOD, SAND
LAWN CYNODON DACTLYON COMMON BERMUDA N/A N/A
21. CONTRACTOR SHALL WARRANTY PLANT MATERIALS TO REMAIN ALIVE AND HEALTHY FOR A PERIOD OF ONE YEAR AFTER THE FINAL ACCEPTANCE. 4,760 SY SOD FILLED JOINTS
WARRANTY SHALL NOT INCLUDE DAMAGE FOR LOSS FO PLANT MATERIAL DUE TO NATURAL CAUSES, ACTS OF VANDALISM, OR NEGLIGENCE ON THE SHRUB SUBTOTAL 5,810
PART OF THE OWNER. SHEET NUMB E R
22. LANDSCAPE AREAS SHALL BE KEPT FREE OF TRASH, LITTER, AND WEEDS. TOTAL POINTS 14,270 0
A
23.1 AN AUTOMATIC IRRIGATION SYSTEM SHALL BE PROVIDED TO MAINTAIN ALL .LANDSCAPE AREAS. OVER SPRAY ON STREETS AND WALKS IS PROHIBITED. L- t
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EXISTING TRAIL TREES LANDSCAPE REQUIREMENTS
TO REMAIN (TYP.).
STREETSCAPE REQUIREMENTS:
ONE CANOPY TREE FOR EVERY 25 LF
OF FRONTAGE SHALL BE INSTALLED -
TOTAL STREET FRONTAGE: 521 LF
REQUIRED PROVIDED
TOTAL TREES: 21 21
POINTS PER PROJECT AREA:
TOTAL DEVELOPED SITE AREA: 414,692 SF
y.
MINIMUM LANDSCAPE POINTS REQUIRED
12,441 POINTS
POINTS/ 1,000 SF OF SITE AREA)`
THREE HUNDRED ADDITIONAL LANDSCAPE
POINTS SHALL BE REQUIRED FOR EVERY 50
LF OF FRONTAGE ON A RIGHT-OF-WAY:
J11 d (521 / 50)(300) 3 126 POINTS
/ % na wk A 10% POINT CREDIT WILL BE AWARDED
FOR LANDSCAPE PLANS THAT ARE
V
PREPARED BY A LANDSCAPE ARCHITECT
- / �. ' ? 1 - ;} o '•. r REGISTERED IN TEXAS: (15,567 *.10) (1,557 POINTS)
REQUIRED PROVIDED
CANOPY TREE POINTS:
50% OF TOTAL REQUIRED POINTS
7,005 POINTS 8.10 3 POINTS
SHALL BE PROVIDED BY CANOPY
TREES. (14010-.50) = 7,005)
TOTAL POINTS: 15,567 -1,557
A
�%� l'y„,w- - 14,010 POINTS 14,060 POINTS.
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SYMBOL TAG QTYSIZE SCIENTIFIC NAME J COMMON NAME TYPE POINT VALUE POINT
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QV 24 2.5" CAL. QUERCUS VIRGINIANA LIVE OAK CANOPY TREE 160 3600 di
0 't CL < cf) w
A+ 0� � u) Ul 0
a.15 a 0) a a 0
VII
UP 5 2.5" CAL. ULMUS PARVIFOLIA CHINE 3E ELM CANOPY TREE 150 750
w ' SEMPERVIRENS
n8
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l C7 UC 4 2.5" CAL. STREETSCAPE Uj
ULMUS CRASSIFOLIA CEDA� ELM 150 600
0,
TD 17 2.5" CAL. TAXODIUM DISTICHUM BALD C r PRESS STREETSCAPE TREE 150 2550
CANOPY TF14EE SUBTOTAL 7,50 U) LLJ
PARKING SPACE -1
SS 9 ts-CAL_ SOPHORASECUNDIFLO, TEXAS M�. LAUREL NON -CANOPY TREE 40 360 w
SCREENING'(TYP.)
Z)
Ll is 1.51, CAL. LAGERSTROEMIA INDICA� CREPE MYRTLE NON -CANOPY TREE 40 600 0
0
SABALPALMETTO PALMETTO� VALM - TREE N/A N/A
CLEARNON-CANOPY SP 5 8-10 0
TRUNK <
GENERAL LANDSCAPE NOTES AND SPECIFICATIONS NON -CANOPY TREE SUBTOTAL 960
1 PLANT MATERIAL SHALL COMPLY WITH ALL SIZING AND GRADING STANDARDS OF THE LATEST EDITION OF 'AMERICAN STANDARD FOR NURSERY SHRUB
STOCK.' AZ 21 5 gal ALPINA ZERUMBET'VARIEG SHELL GINGER 18-24- HT., NIA
2. CONTRACTOR SHALL STAKE OUT TREE LOCATIONS AND BED CONFIGURATION FOR APPROVAL BY OWNER PRIOR TO INSTALLATION. FULL
3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADVISE THE OWNER'S REPRESENTATIVE OF, ANY CONDITION FOUND ON THE SITE WHICH PROHIBITS SHRUB
INSTALLATION AS. SHOWN ON THESE PLANS. *k ST 24 5 gal MEXICAN THE 18-24" HT.,
4. IN THE EVENT OF A DISCREPANCY BETWEEN DRAWINGS AND PLANT SCHEDULE, THE DRAWINGS SHALL PREVAIL. STIPA TENUISSIMA GRASS FULL 10 240
5. LOCATE ALL UTILITIES PRIOR TO DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES INCURRED BY HIS/HER WORK. SHRUB
6. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN AUTHORIZATION FROM THE PROJECT LANDSCAPE ARCHITECT OR THE OWNER. HF 18 5 gal HIBISCUS SP.'FLARE! HARDY HIBISCUS 18-24- HT., N/A NIA
7. PLANT BED PREPARATION PROCEDURE SHALL BE TO ADD 3" OF COMPOST AND 20 POUNDS OF ORGANIC FERTILIZER (GREENSENCE, SYSTANE OR 'FLARE'
FULL
EQUAL) PER 1,000 SQUARE FEET (OF BED) TO ENTIRE BED. BED SHOULD BE TILLED TO A MINIMUM DEPTH OF 6"-8". SHRUB
SAW P�LMETTIO -24- HT.,
8. EXISTING SOIL SHALL BE REASONABLY FREE OF STONES, LUMPS OF CLAY, ROOTS AND OTHER FOREIGN -MATTER. ACIDITY TO BE BETWEEN 5.0 AND SP 12 5 gal SERENOA REPENS 18 N/A N/A
7.0 PH. PALM FULL
9. IF ROCKS ARE ENCOUNTERED, REMOVE TO A DEPTH OF 4" AND ADD 4" OF FRIABLE FERTILE TOP SOIL TO ALL SODDED AREAS. GRADE ACCORDING
TO ENGINEER'S GRADING PLAN.
SHRUB
MS 9 5 gal MUSA SUMATRANA ROJO BANANA 18-24- HT., NIA N/A
10. LAWN AREAS SHALL HAVE 4" MINIMUM FRIABLE TOPSOIL AND BE TREATED WITH FERTILIZER APPLIED AT A RATE OF 20 POUNDS PER 1,000 SQUARE
. FEET. FULL
11. ALL PLANT BEDS SHALL BE TOP DRESSED WITH A MINIMUM OF 2" OF SHREDDED HARDWOOD MULCH. SHRUB
N
12. PROVIDE STEEL EDGE BETWEEN ALL PLANT BEDS AND LAWN AREAS UNLESS INDICATED DIFFERENTLY ON PLANS. mc 13 1 gal MISCANTHUS SINENSIS MAIDEGRASS 18-24- HT., 10 130
13. ALL DISTURBED AREAS NOT INDICATED AS PLANTING BEDS SHALL BE SEEDED BY CONTRACTOR TO PROVIDE AN ESTABLISHED TURF AREA. FULL
14. TREE PLANTING PITS SHALL BE BACKFILLED WITH TOP SOIL, AND CLEARED OF ALL ROCKS, LUMPS OF CLAY AND OTHER FOREIGN MATERIAL. PLACE SHRUB
RI 269 7 gal RAPHIOLEPSIS INDICA:
1" OF COMPOST AND 3" OF MULCH ON TOP OF ROOT BALL. (D INDIAN HrHORN 36" HT. MIN, 10 2690
Min
15. METHODS OF TREE STAKING INDICATED ON THE DRAWINGS ARE FOR SUGGESTION ONLY. THE LANDSCAPE ARCHITECT SHALL USE WHATEVER METHOD FULL
HE/SHE DEEMS FIT, HOWEVER, HE/SHE WILL BE HELD LIABLE FOR ANY DAMAGE CAUSED TO THE TREE DUE TO.IMPROPER STAKING METHODSSHRUB
Z
(INCLUDING ABSENCE OF STAKING), AND WILL BE RESPONSIBLE FOR ADJUSTING AND/OR REPLANTING TREES WHICH ARE NOT HELD UPRIGHT DURING 0 IVN 127 5 gal ILEX VOMITORIA'NANA! DWARF I YAUPON 18-24- HT., 10 1270
THE WARRANTY PERIOD. FULL c6
w
16. TREES SHALL BE PLANTED AT LEAST 4 FEET FROM ANY RIGHT-OF-WAY, CURB, WALK, OR FIRE -HYDRANT, AND OUTSIDE ALL UTILITY EASEMENTS. SHRUB
17. TREES SHALL BE PLANTED AT LEAST 8 FEET FROM ANY PUBLIC UTILITY LINE. 0 LF 110 5 gal LEUCOPHYLLUM FRUTESCEN6 TEXAS SAGE 18-24" HT., 10 1100
18. TREES OVERHANGING WALKS AND PARKING AREAS SHALL HAVE A CLEAR TRUNK HEIGHT OF 7 FEET FROM FINISHED SURFACE GRADE.� FULL 1 0
119. TREES PLANTED ON SLOPES SHALL BE PLACED IN PLANTING PITS OF ADEQUATE DEPTH SUCH THAT THE SOIL STAIN AT THE BASE OF THE TRUNK i I SHRUB cf)
MATCHES THAT OF THE AVERAGE GRADE OR SLOPE.""MP 38 5 gal MYRICA PUSILLA DWARF WAX MYRTLE 18-24�' HT., 10 380
20. DURING THE WARRANTY PERIOD, THE OWNER, TENANT, AND/OR THEIR AGENT (IF ANY) SHALL BE JOINTLY RESPONSIBLE FOR THE MAINTENANCE OF
FULL
ALL LANDSCAPING. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THE WORK SHALL z
<
INCLUDE - BUT NOT BE LIMITED TO- MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING AND OTHER SUCH ACTIVITIES COMMON TO THE PENNISETUM ALOPECUROIDES LITTLE BUNNY DWARF GROUNDCOVER
PA 190 1 gal N/A N/A z
MAINTENANCE OF LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR 'LITTLE BUNNY' FOUNTAIN IN GRASS &�-&'HT., FULL it
0
THE SEASON OF YEAR. PLANT MATERIAL THAT IS DAMAGED, DESTROYED, REMOVED, OR SHOWING MORE THAN 40% DEFOLIATION, SHALL BE
REPLACED* WITH PLANT MATERIAL OF SIMILAR SIZE AND VARIETY WITHIN THIRTY (30) DAYS. SOLID SOLID SOD, SAND
LAWN CYNODON DACTLYON COMMON BERMUDA N/A N/A
21. CONTRACTOR SHALL WARRANTY PLANT MATERIALS TO REMAIN ALIVE AND HEALTHY FOR A PERIOD OF ONE YEAR AFTER THE FINAL ACCEPTANCE. 4,760 SY SOD FILLED JOINTS
WARRANTY SHALL NOT INCLUDE DAMAGE FOR LOSS FO PLANT MATERIAL DUE TO NATURAL CAUSES, ACTS OF VANDALISM, OR NEGLIGENCE ON THE SHRUB SUBTOTAL 5,810
PART OF THE OWNER. SHEET NUMB E R
22. LANDSCAPE AREAS SHALL BE KEPT FREE OF TRASH, LITTER, AND WEEDS. TOTAL POINTS 14,270 0
A
23.1 AN AUTOMATIC IRRIGATION SYSTEM SHALL BE PROVIDED TO MAINTAIN ALL .LANDSCAPE AREAS. OVER SPRAY ON STREETS AND WALKS IS PROHIBITED. L- t
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O2%2%24" WOOD STAKE, 3 PER
TREE, SPACED EQUALLY,
MATERIAL PER SPECIFICATIONS.
O2 GALVANIZED GUY WIRE, ADD
TURNBUCKLES IF NECESSARY TO
STABILIZE TREE
30 RUBBER CHAFING GUARD
OWARNING FLAGS
�5 ROOT BALL: REMOVE BURLAP,
BURLAP TIES, AND WIRE BASKET
FROM TOP 1/3 OF ROOTBALL.
REMOVE ALL NYLON STRINGS,
PLASTIC LINERS, AND OTHER
SYNTHETIC MATERIALS FROM THE
ENTIRE ROOTBALL.
O1" COMPOST & 3" RED CYPRESS
MULCH PER SPECIFICATIONS
OPLANTING PIT EXCAVATED TWO TO
THREE TIMES WIDTH OF
ROOTBALL. PIT DEPTH AS
NEEDED TO SET ROOTBALL
COLLAR AT PROPOSED FINISHED
GRADE. PLACE ROOTBALI. ON
SOLID SOIL AND NOT LOOSE
BACKFILL.
BACKFILL PIT WITH
NATIVE SOIL
OUNDISTURBED EARTH
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3 PER TREE, SPACED EQUALLY,
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MATERIAL PER SPECIFICATIONS.
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SHRUB PLANTING
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ROOT BALL: REMOVE BURLAP,
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PLANTING PIT EXCAVATED TWO TO
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REF: SPECS.
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O"SHOVEL EDGE" (TYP.) WHERE
BEDS MEET LAWN. REF: E/ THIS
SHEET.
OPLANTING PIT: EXCAVATE TO TWO
TO THREE TIMES WIDTH OF
ROOTBALL, W/ PIT DEPTH AS
NEEDED TO SET ROOTBALL @
PROPOSED FINISHED GRADE.
PLACE ROOTBALL ON SOLID SOIL
AND NOT LOOSE BACKFILL.
SCARIFY SIDES OF PIT. PROVIDE
CONTINUOUS PIT FOR MASSED
BED PLANTINGS.
50 ROOT BALL: REMOVE FROM
CONTAINER. GENTLY SCARIFY
GIRDERED ROOTS AS NEEDED.
REMOVE ALL TAGS & TWINE.
OPIT BACKFILL W/ PREPARED SOIL
BED MIX PER NOTES AND/OR
SPECS, PROVIDE CONTINUOUS
SOIL BED MIX IN MASS
PLANTINGS.
OUNDISTURBED EARTH
N.T.S.
STEEL EDGING
N.T.S. I I II I II I Ii i iI I Ii-�I I I
N. T. S.
BOULDER INSTALLATION
N.T.S.
BOULDER PLACEMENT PER
CONTRACTOR'S SPECIFICATIONS
AND OWNER'S APPROVAL
PALM PLANTING NOTES:
1. ALL CLEAR TRUNK DIMENSIONS ON PLAN AND SCHEDULE ARE PLANTED CLEAR
TRUNK AND DO NOT INCLUDE THE REQUIRED 15%-20% OF THE TRUNK THAT IS BURIED.
2. WHEN PLANTING PALMS IN CLUSTERS THE HEIGHT BETWEEN TREES IN THE SAME
GROUP MUST VARY AT LEAST 36".
3. MINIMUM TRUNK CALIPER AT 48" ABOVE FINISHED GRADE. SHALL BE NO LESS THAN
16" IN CALIPER.
4. NO CHANGE . IN WIDTH GREATER THAN 2" IN 48" OF TRUNK HALL OCCUR ON ANY
PALMETTO PALM.
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N.T.S.
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15% — 20% OF TRUNK,
TO BE BURIED
ROOT BALL
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SEE L.A.'s 'OTES
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� SUN DECK FENCING DETAIL — ORNAMENTAL IRON
r NTS I� l 1 1 1Il 1 1 1 1 1 1 1
rov
�1 SOIL MIXTURE ® 1h ® I I
FINISHED GRADE
15% — 20% OF TRUNK,
TO BE BURIED
ROOT BALL
PALMETTO PALM DETAIL
PLANTING BED LOCATION
SEE L.A.'s NOTES
4" P.V.C. PIPE FOR
IRRIGATION
PINE STRAW MULCH
SEE L.A.'s NOTES
6" WATERING RING
NTS
NRS*�'t
WET LEDGE POOL - LANDSCAPE PLAN
CONTRACTOR LACEME:NT
APPROX. 4— STONES
1 91 10'-011
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DEPTH — REF: NOTES FOR MIX.
& DEPTH.
NATIVE SOIL
N.T.S.
BOULDER PLACEMENT PER
CONTRACTOR'S SPECIFICATIONS
AND OWNER'S APPROVAL
PALM PLANTING NOTES:
1. ALL CLEAR TRUNK DIMENSIONS ON PLAN AND SCHEDULE ARE PLANTED CLEAR
TRUNK AND DO NOT INCLUDE THE REQUIRED 15%-20% OF THE TRUNK THAT IS BURIED.
2. WHEN PLANTING PALMS IN CLUSTERS THE HEIGHT BETWEEN TREES IN THE SAME
GROUP MUST VARY AT LEAST 36".
3. MINIMUM TRUNK CALIPER AT 48" ABOVE FINISHED GRADE. SHALL BE NO LESS THAN
16" IN CALIPER.
4. NO CHANGE . IN WIDTH GREATER THAN 2" IN 48" OF TRUNK HALL OCCUR ON ANY
PALMETTO PALM.
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ROOT BALL
PALMETTO PALM DETAIL
PLANTING BED LOCATION
SEE L.A.'s NOTES
4" P.V.C. PIPE FOR
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PINE STRAW MULCH
SEE L.A.'s NOTES
6" WATERING RING
NTS
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WET LEDGE POOL - LANDSCAPE PLAN
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AA V2 PROJECT No
084422503
9 m EROSION CONTROL CAMPUS VILLAGE AUGUSTNII � � j� [=� Kimley -Horn
E P LAN PHASE 1 B SCALE: AS SHOWN 1 and Associates, Inc.
73 — - - -- - - - --- -
Iv 2 i — --
DESIGNED BV: STW F A . , 12700 PARK CENTRAL DRIVE SUITE 1800, DALLAS, TEXAS
CITY OF COLLEGE STATION, TEXAS , PHONE: 972- 770 1300 FAX 872-2383820
DRAWN BY STW Li R 11 'RI TEXAS REGISTERED ENGINEERING FIRM F -928
CHECKED BY'. KSG I�'T� No REVISIONS DATE BV
-
COMMON AREA RAfO
8.40 ACRES
LOT 1 R
43.45 ACRES
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BENCHMARK
TYPE 2 TxDOT MONUMENT
N 10200171.72
E 3556987.12
GPS 9
289.74
GRAPHIC SCALE IN FEET
0 20 40 80
NOTES
1. ALL GRADING SHOTS SHOWN REFERENCE
TOP OF PAVEMENT UNLESS OTHERWISE
NOTED.
2. CONTRACTOR TO VERIFY T.A.S.
COMPLIANCE. FOR ANY QUESTION CONTACT
CIVIL ENGINEER IMMEDIATELY.
3. ALL SIDEWALKS SHALL HAVE A MAX. OF
2.0% CROSS SLOPE
4. REFERENCE GEOTECHNICAL REPORT FOR
ALL SUBGRADE PREPARATION
SPECIFICATIONS
5. CONTRACTOR TO ADJUST MANHOLES TO
MATCH FINISH GRADE
6. ALL HANDICAP SIDEWALKS SHALL NOT
EXCEED 1:20 OR 5% SLOPE.
7. LANDSCAPE WALLS ARE LESS THAN TWO
FEET IN HEIGHT.
8. FOUNDATION GRADE OUTSIDE OF
FINISHED FLOOR IS 0.50 FT. LESS THAN
FINISHED FLOOR, UNLESS OTHERWISE
NOTED.
LEGEND
286
PROPOSED PHASE IB
CONTOURS
--- 286 - - - -
EXISTING CONTOURS
_ � _ � ^�_ � =
SWALE
HIGH,POINT
X 285.25
TOP OF PVMT.
285.25
X
TOP OF CURB
TC
285.25 X ME
MATCH EXISTING
X 285.25
TW
TOP OF WALL
X 285 25
BW
BOTTOM OF WALL
285.25
X AD
AREA DRAIN'
SEE SHEET C-09
FOR DETAILS.
FF
FINISHED FLOOR
'11�\4 V 1 CA U TI DN! ! V
EXISTING UNDERGROUND UTILITIES IN THE AREA
CONTRACTOR IS RESPONSIBLE FOR DETERMINING
THE HORIZONTAL AND VERTICAL LOCATION OF
ALL UTILITIES PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE
INCURRED DURING CONSTRUCTION. CONTRACTOR
SHALL NOTIFY THE ENGINEER OF ANY
1 A , DISCREPANCIES ON THE PLANS. (�
CALL BEFORE YOU DIG
DIG TESS
1- 800 -DIG -TESS
(@ least 72 hours prior to digging)
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