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SITE SPECIFIC NOTES
GENERAL NOTES:
1. CONTRACTOR
>10�AOF Lam•
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1. THE OWNER AND DEVELOPER OF THE PROPERTY IS HIGHW
• Y 40 C&P
IS TO VERIFY THE EXACT LOCATION AND VERTICAL.
I ••'"•
a,
INVESTMENTS, L.L.C.. 4714 WILLIAMS CREEK DRIVE, COLLEGE
• TATION.
POSITIONING OF EXISTING UTILITIES AND SERVICE LINES. WITHIN THE
B. THERE IS NO FIRE SPRINKLER SYSTEM PROPOSED FOR THS
a.,
TX 77845. CASTLE ROCK.SUBDIVISION PHASE 1B. BLOCK 11,
QTS 5 &
PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48
* a
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6. THE PROPERTY IS ZONED A -P. ADMINISTRATIVE PROFESSI
NAL
HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE
......•• ........
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BUILDING.
FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL
KENT M• LAZA
, .
2. PROPOSED BUILDING A IS 1 STORY. 26'-W HIGH, 4,290
AND
1 -800 -DIG- SSS'
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2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB
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9. CASTLE ROCK SUBDIVISION PHASE 1B IS CONSIDERED AS14GLE
3. THE STORMWAIER RUNGFF FROM THIS DEVELOPMENT WILL
BE
UNLESS OTHERWISE NOTED.
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DISCHARGED INTO THE GREENWAY AREA AND THEN INTO THE
100 -YEAR FLOODPLAIN TRIBUTARY
O Y OF SPRING CREEK.
E
3. ALL SITE WORK IS TO BE DONE IN CONFORMANCEBRYAN
WITH THE
�1
1 /
DETENTION POND FOR S• SITE 8 AT
THIS, lE I THE CROWUY TRACT.
/ COLLEGE STATION 2009 STANDARD SPECIFICATIONS FOR WATER &
THE SEAL APP G ON THIS
(SHEET C3).
Q
SEWER AND THE CITY OF COLLEGE STATION . STANDARD SPECIFICATIONS
DOCUMENT WAS ORIZED BY
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: N THE
FOR STREETS & DRAINAGE.
KENT M. P. E.
00
GRADING AND DRAINAGE DESIGN PLANS.
AND
4. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM
X65923 ON O27, 2009: .
m
SEWER. ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD
CML ARODEVELOP' ENT. LTD.
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0
INFORMATION B 0 CONSTRUCTION
BASED N ON TRUCTION U11UlY MAP DOCUMENT'S
ENGINEERS REGI TION # F-9243.
TO C.O.
OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE
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13. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL
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8. THE TYPICAL BACK OF CURB RADIUS IS 2:5' UNLESS NOTED
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ROCK
NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES
SUBDIVISION WILL BE CONSIDERED ONE BUILDING PLOT (
WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF
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PRINCIPLE BACK FLOW DEVICE AND INSTALLED AS PER
CITY ORDINANCE 2394, NO 19 2009
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TESTED UPON INSTALLATION AS PER CITY ORDINANCE
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DESIGN.
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3. DEVELOPER POURS TRANSFORMER PAD PER CI
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AND
12. THE SITE IS NOT WITHIN A FLOOD HAZARD AREA ACCORDING TO
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13. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL
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(PULL BOXES PROVIDED B'f CITY.)
BE SCREENED- FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE
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5. DEVELOPER PROVIDES -DIGITAL AUTOCAD 2000 VERSION
C PLAT
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OCTOBER, 2009
PERK ENGINEER:
G INVESTMENTS, L.L.C. Civil Development, Ltd.
L LIAM�' CREEK DRIVE 2033 Harvey Mitchell Parkway . South O� I i l o
Station, TX 77845 College Station, TX 77840 ,
►7-0285 (979) 764-7743 �''�
..:....-.-- GENERAL NOTES.
■1 1. CONTRACTOR IS TO VERIFY TFIE EXACT
♦ 1U AND .VERTICAL POSITIONING OF
-
♦ ♦ LOCATION
-• ' ` '� • - EXISTING UTILITIES AND SERVICE LINES WITHIN.
r
♦
Sao
♦ � 000 THE PROJECT AREA, WHETHER SHOWN ON
♦ft PLANS OR NOT AT LEAST 48 HRS. PRIOR TO
♦ ♦ ♦ � � • �► ANY CONSTRUCTION. CONTRACTOR IS
♦ ����1111�tIM1>•��• F ANY DAMAGE DONE TO
- ♦ RESPONSIBLE OR 0
CALL 1-80 — —
EXISTING
FACILITIES. Q DIG TESS.
ten.•-- .. ,
now
= — — — — — - — — — — —2: THE DEVELOPED AREA FOR THIS PROJECT IS 0.70
ACRES.
r � � \ _
FLOODPLAIN r �------
RRE LANs RE IA RE ----� IRE tANc
RE LAN IRE LAN --•-- '�"'�"'
R
E LAN
E-4
TY IS CURRENTLY ZONED
CTIYI:' FEMA FIRM ♦ RE LAN ._ 3. SUBJECT PROPER ENTLY Z N D
♦
_ A—P .
ve
c
ce
ss
D
rl � �
c
A
n
r
e
EM
25
R g
}ln
i l� ANALYSIS IS
� • N DESIGN &
).S � 1RRIGATIO DES
X
g
� ( 4.
- - -= •
.PROVIDED ON THIS LANDSCAPING PLAN. IT
• • _ LANE -FI E LANE .
1--m RE E4 ANE -I IRE LANE -f RE LAN
■1► ,r� RE LANA---- M MUST BE
t RE LANE ----- ----�' 5. THE IRRIGATION SYSTEM
ter• RE LA P
• _ - ; . APPROVED. AND INSTALLED PRIOR' TO ISSUING
A CERTIFICATE OF OCCUPANCY.
Cambridge Cou
1 Office! Building___
Re uirements
Landscaping
equirements
Requirements
-
(; Provided
Area (ac)
Area (sf)
Points
Symbol
Length
Required*provided
Plant
Quantity
Value
Total
PLANT
NAME enUr
Req.
q.
Point
Req.
William D Fitch
LANDSCAPE TYPES eLaNT NAMESLJ
A"' (:YPRESS
'
Stre6tscaping nana
I C�
585
A
; B._._
4
Bald Cypress
Burr Oak1
4
150
150
600_
150
Total Additionai
Streetscape Points
586
MYRTLE
__......._.:.. -_.
,F
* *Streeiseape points are included with the computations for Ian
Elaeg nus
33
_ .
10
_.�
330
cc
Streetscaping
Subtotal
1080
F
G
V
IQ
G* - VIBRU
H* — FLAME
I* - PITTO'S
M
ACANTHUS
DRUM
Crepe Myrtle
C
LANDSCAPE SLEEVE
I
LANDSCAPING
Land in
� P 9
0.579
25 234
757
C
I
6
40
240
_ -
F;
o
Texas
Mountain.
_j
D
Laurel
2
40 ::.
80:
Q
E
T
xas Red Bud
2
40
80
w
.F (
e950
Ela nus
5
10
G
s�
Viburnum,
9
10
90
J
90
NLd
�
H
Flame
Acanthus
- ��
� 9
10
1 .
�Pittosporum
10
10 _
100
z
—Landscaping
p
g Subtotal
730
Total Requiredi 1,342
Total Provided 1,810
Streetscape
I
Re uirements
~NN
tL
QW
m
m �—
it)
Can yTrees
Canopy
Add
i tional
Length
Required*provided
Trees
Str� i
cape
**
LANDSCAPE TYPE
PLANT
NAME enUr
Point
Req.
William D Fitch
LANDSCAPE TYPES eLaNT NAMESLJ
A"' (:YPRESS
'
I C�
Parkway Frontage
97:5
4
AK
o
85
W
Total Additionai
Streetscape Points
586
MYRTLE
*Two canopytrees maybe substituted for each one canopytree
J
* *Streeiseape points are included with the computations for Ian
Ing
points and are scattered throughoutthe development
vlOUNTAIN LAUREL
i
................ . •
KENT M LAZA
...... ...
659 3
i
Nq E�
N
i
0
ll
THE SEAL APP NG ON THIS
DOCUMENT WAS ORIZED BY
. KENT M. LA Zk P.E
W923 ON BER .27, 2009.
CML DeVnOF MENT, LTD.
TEXAS BOARD
OF PROFESSIONAL
ENGINEERS REGISTR TION III F-9243.
z
O J
(n U Y
Q
m
m o
w
Z Z
Lij
J M
LEGEND
I
*** C
INDICATES
** _
NON CANOPY.
~NN
tL
QW
m
m �—
it)
d�
4._.m..®.
L
z W
U J
i
IL
LANDSCAPE TYPE
PLANT
NAME enUr
O J
*SHRUB — MIN.
5 GALLON
LANDSCAPE TYPES eLaNT NAMESLJ
A"' (:YPRESS
I C�
L — LANDSCAPE — UAC6
S - STREETSCAPE g*** -BURR;
AK
o
W
C** — CREPE
MYRTLE
o
J
SINGLE CANE.,_
D** - TEXAS
vlOUNTAIN LAUREL
N
cc
E** -TEXAS
: F* — ELAEG
ED BUD
US
F
G
V
IQ
G* - VIBRU
H* — FLAME
I* - PITTO'S
M
ACANTHUS
DRUM
z
LE.1
LANDSCAPE SLEEVE
I
LANDSCAPING
:
F;
o
_j
Z
Q
w
_
i
i
w
s�
NLd
z
Ad
I -Uj
LEGEND
I
*** C
INDICATES
** _
NON CANOPY.
~NN
tL
QW
m
m �—
it)
d�
4._.m..®.
L
z W
U J
LANDSCAPE TYPE
PLANT
NAME enUr
O J
*SHRUB — MIN.
5 GALLON
LANDSCAPE TYPES eLaNT NAMESLJ
A"' (:YPRESS
I C�
L — LANDSCAPE — UAC6
S - STREETSCAPE g*** -BURR;
AK
o
W
C** — CREPE
MYRTLE
o
J
SINGLE CANE.,_
D** - TEXAS
vlOUNTAIN LAUREL
N
cc
E** -TEXAS
: F* — ELAEG
ED BUD
US
F
G
V
IQ
G* - VIBRU
H* — FLAME
I* - PITTO'S
M
ACANTHUS
DRUM
z
LE.1
LANDSCAPE SLEEVE
I
LANDSCAPING
*** C
INDICATES
** _
NON CANOPY.
N OPY TREE
-
TREE 1.25
- 2.1-3.4 CALIPER
CALIPER OR LARGER
CAL
d�
*SHRUB — MIN.
5 GALLON
NON CANOPY TREES ML
ST MEET THEa;r
MINIMUM CALIPER FOR
SINGLE CANE.,_
SHEET
LANDSCAPE SLEEVE
EX ISTING
LANDSCAPING
:
F;
_
i
i
GENERAL
� � � i•�......_-•.•--_•---...�----......_ NOTES:
/ •'� • Ylllt 1.. CONTRACTOR IS TO VERIFY THE
. / ♦ EXACT
♦ _ LOCATION AND VERTICAL POSITIONING OF
♦
EXISTING ♦ ♦ UTILITIES • • • •.AND SERVICE LINES WITHIN
♦ _
• / THE PROJECT AREA, WHETHER SHOWN ON
• r
•
PLANS OR NOT, AT LEAST 48 HRS. PRIOR TO
♦ •���♦
a r•
� � � � � � ANY CONSTRUCTION. CONTRACTOR IS •••
RESPONSIBLE FOR ANY DAMAGE DONE TO
- EXISTING FACILITIES. CALL 1-800—DIG—TESS.
--- --
= — _ — — — — — ___. _
-- _ — _ _ _ — _ __ _ -----_ --- — _ 2. THE DEVELOPED
E L ED REA FO
♦ — A R THIS
_ � "-=- •..._ PROJECT
FLOODPLAIN _'-----,� IS .7
E LANA RE LANE RE LA i RE RE LAMS \ O 0 ACRES.
CTIVE FEMA FIRM
RE PANE R — --TIRE IAN
RE
tN
z
S
I
3. S
UB
JECT PROPERTY IS CURRENTLY ZONED
ss Drive.
rDenc Acce "A -P".
Eml*
- 4. IRRIGATION DESIGN & ANALYSIS IS
•
•
PROVIDED ON THIS LANDSCAPING PLAN. IT
• • E LANE -_ --- ----
_� E IANC-- - _- IR -----r1 E LAN R c_
. RF RE LANs--- R E !AN —+IRE LAN
�/ >• / RE LANE w ; . 5. THE IRRIGATION SYSTEM MUST BE
APPROVED AND INSTALLED
/ - : _.. .. . . _PRIOR TO ISSUING
_ R A CERTIFICATE OF OCCUPANCY.
LF
Cambridge Court'1:
iing
Landscap •
mg Rd
uiremen
F'
m �.
Requirements
Canopy
Provided
i al
Area (ac)
Area (sf
Points. Sym
Req.
I
Plant
Quantity Value
Total
Streetscaping
na
na
585 SA
q.
Bald Cypress
. Oak
4 150
-
1 150
600
-
150
_j J
SBBurr
97.5
4
685
SF
.�'._.,.
, Else nus �'
g
33 10
330
* Two canopytrees maybe substituted for'each one canopytree
(� Streetsca in Subtotal
R 9
1080
Landscaping
.. __.._
0.579
� 25,234
757
LC
Crape
Myrtle
6 40
240
.�.
W
_ -
Tex
s mMou _
ntain
._.._ _.._
m
LD
D** - TEXAS MOIJ
-
9TAIN LAUREL
Laurel
2 40
80
E** TEXAS RED
F* — ELAEGNUS
L E
Texas
Red Bud
2 40
80
G* - VIBRUNUM
-
LF
Q
V
Ela
e9 nus
5 1 0
50
-
V
LG
Ibumum
9 10
90
LH
Fla
.__
a Acanthus
9 10
90
LI
P1,
10 ! 10
100
Landscaping Subtotal
730
Total Required' 1,342
Tota)"Provided 1,810
OF T'�•
Z
. ....................
KENT M.
65923
to
Z7
1
THE SEAL PEARS ON THIS
DOCUMENT WAS ORIZED BY
KENT M. LAZA, P.E.
#85923 ON OCTOBER 27, 2009.
CML'. DEVELOPME 4T. LTD.
TEXAS BOARD OF PF OFE'SSIONAL
ENGINEERS REGISTRATION f F-9243.
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04
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Z to
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—wi F- 1
Q� cn0
LC LC LC LE 1 c l,_I
j / T LF UE_
— uE I 6. 100% COVERAGE OF GROUNDCOVER
—UEuE-------- —uE --vE - DECORATIVE PAVING, DECORATIVE ROCK, .OR
uE u—uE uE __— A PERENNIAL GRASS IS REQUIRED IN
--
UE---uE-- UE— -------u e / .. PARKING LOT ISLANDS, SWALES AND
_- DRAINAGE AREAS, THE PARKING LOT
-- SETBACK RIGHT-OF—WAYS AND ADJACENT
EXISTING - -
/
ELECTRIC - , -PROPERTY DISTURBED DURING
I
SE�RVIC€ I CONSTRUCTION. LOOSE ROCK ISNOT A
PERMITTED. GROUND COVER.
/ I 7. THE LANDSCAPING ADJACENT TO THE _
1
/ BUILDING SHALL BE CONSTRUCTED TO ALLOW
DRAINAGE AWAY FROM THE BUILDING. A
L u►n►AN I&A nr - ,u nr rA, , c I ,n1 to
Streetscape
Requirements
W 0-
U im
F'
m �.
Canopy Trees
Canopy
Additio
i al
Length
Required*
Trees
Provided
Streets
_,.Points
pe
000
0C.�
LANDSCAPE TYPE
q.
William D Fitch
W U
_j J
Parkway Frontage
97.5
4
685
J
Total Additional
St-eetscape Points
585
* Two canopytrees maybe substituted for'each one canopytree
O
* *Streetscape points are included with the computations forlandscapin
points and are scattered throughout the development.
SS
- LEGEND-
W 0-
U im
F'
m �.
000
0C.�
LANDSCAPE TYPE
LANT
NAM
W U
_j J
o
J
LANDSCAPE TYPES PLAT N6MES
UAC6
O
L — LANDSCAPE A - CYPR
SS
._
S — STREETSCAPE B - BURR OAK
W
C** - CREPE MYR
E
m
D** - TEXAS MOIJ
-
9TAIN LAUREL
E** TEXAS RED
F* — ELAEGNUS
BUD
Q U)
G* - VIBRUNUM
-
Q
V
H* FLAME ACA
THUS
V
- PITTOSPOR
SITE SPECIFIC NOTES
GENERAL NOTES:
y N
1. THE. OWNER AND DEVELOPER OF THE PROPERTY IS HIGHY.
ItY 40 CdcP
EXISTING
1: CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL
POSITIONING
.• + �''•-., � .
INVESTMENTS, LLC., 4714 WIWAMS.CREEK DRIVE, COLLEGE
CIOf College StBtlOtl
City 9
ROCK RIPRAP.
OUTLET STRUCTURE
�.
TX 77845. CASTLE ROCK SUBDIVISION PHASE 1B, BLOCK 11,
10.416 AC.
♦ ♦
•
0EXISTING
_
6. THE PROPERTY IS -ZONED A P, ADMINISTRATIVE PROFESS
OPEN SPACE TRASH/SPRING♦
A
�
00,
_ CRE K� ♦
ON THE ELECTRICAL SITE PLAN.
2. PROPOSED BUILDING A IS 1 STORY, 26'-0• HIGH, 4,290
ZONED R-1 DUMPSTER
EXISTING. DRAINAGE
EXISTINGAW 1
♦
TRIBUTARY A
♦ �
FF -295.00.2
(13'x27')
ZEASEMENT
COL. 8479/PG. 49
,�
30, ACCESS 1 �■
EASEMENT
�'�
��>•�
�
3. THE SIORMWATER RUNOFF FROM THIS DEVELOPMENT. WI
BE
VOL 8479 PG. 49
o a
DISCHARGEDI TH
INTO E GREEN WAY AREA AND THEN INTO THE
100 -YEAR FLOODPLAIN OF A TRIBUTARY OF SPRING CREEK.
E
3. ALL SITE WORK- IS BE DO
0 NE IN CONFORMANCE WITH THE BRYAN
- - -
Q q
- -
DETENTION POND FOR SITE IS AT THE CROWLEY TRAC
6. PAVEMENT DEPTHS ARE AS SHOWN ON THE PAVEMENT PLAN
YEAR FL OODPLAIN
/ COLLEGE STATION 2009 STANDARD SPECIFICATIONS FOR WATER &
_ r- -
-
�, ---- RE LAN RE
RE LAN
1 RE -- -IRE LANE FIRE LAN i4
`-� ,•.,
SITE SPECIFIC NOTES
GENERAL NOTES:
y N
1. THE. OWNER AND DEVELOPER OF THE PROPERTY IS HIGHY.
ItY 40 CdcP
1: CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL
POSITIONING
.• + �''•-., � .
INVESTMENTS, LLC., 4714 WIWAMS.CREEK DRIVE, COLLEGE
STATION.
S
OF EXISTING UTILITIES AND SERVICE LINES THE
�.
TX 77845. CASTLE ROCK SUBDIVISION PHASE 1B, BLOCK 11,
LOTS 5
PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST :48
T LEA
t
_
6. THE PROPERTY IS -ZONED A P, ADMINISTRATIVE PROFESS
NAL
BUILDING.
HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE
FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL
......•••• •• �......•� *-
KENT '• LAZA
ON THE ELECTRICAL SITE PLAN.
2. PROPOSED BUILDING A IS 1 STORY, 26'-0• HIGH, 4,290
i F AND
!'
1-800-DIG-TESS.
•�•���••••• .M
. .......
659 3 f
FF -295.00.2
ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB
t
•'•, , ft p
3. THE SIORMWATER RUNOFF FROM THIS DEVELOPMENT. WI
BE
UNLESS OTHERWISE NOTED.
�''-. N•'�/�
»
0I /
/ "L
DISCHARGEDI TH
INTO E GREEN WAY AREA AND THEN INTO THE
100 -YEAR FLOODPLAIN OF A TRIBUTARY OF SPRING CREEK.
E
3. ALL SITE WORK- IS BE DO
0 NE IN CONFORMANCE WITH THE BRYAN
/ 7
�/ o
1
f
DETENTION POND FOR SITE IS AT THE CROWLEY TRAC
6. PAVEMENT DEPTHS ARE AS SHOWN ON THE PAVEMENT PLAN
�
/ COLLEGE STATION 2009 STANDARD SPECIFICATIONS FOR WATER &
1-
5 AP ON THIS
.THIS
SEWER AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS
FOR STREETS do DRAINAGE
DOCUMENT WAS ORIZED BY
BUILDING PLOT.
4. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED
ON THE
I
KENT M. UA P.E.
GRADING AND DRAINAGE DESIGN PLANS.BER
-
4. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM
#65923
27' 65923 ON. OCTQ, 2009.
10. TRAFFIC. IMPACT NOT REQUIRED.
SEWER. ETC, SHOWN ARE TAKEN FROM BEST AVAILABLE RECORDCML
DEVELOPMENT, LTD.
TEXAS BOARD OF !PROFESSIONAL
Q
5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTAI
PRIOR
INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS.
t?dGINtO RS REGISTRATION # F-9243.
TO C O.OBTAINED
ANALYSIS IS
BY FROM CITY do INDEPENDENT AGENCIES AND/OR ABOVE
7. LANDSCAPING AND IRRIGATION DESIGN do ANALYSIS WILL BE
m
{
11. THIS SUBDIVISION IS LOCATED IN A SEWER IMPACT FEE
REA
PROVIDED ON THE LANDSCAPE do IRRIGATION PLANS.
GROUND FIELD EVIDENCE.- SHOWN POSITIONS MAY NOT REPRESENT
RE LAN=--- - _ U. ALL PROPOSED SIDEWALKS ARE PRIVATE. AS -BUILT CONDITIONS. z
EFFECTIVE FEMA FIRM)
I♦ �.
tl
gEm
r
encyAccess
D
25
EXISTINGX1
I
- � PROPOSED ELECTRICAL
- EXISTING PROPOSED 3/4" TRANSFORMER
R
• 3/4 WATE
• /IRRIGATION ETER .
. 8 SIDEWALK M -FIRE LAN ELAN RE LANE
�,----,�iRE LAN `
V ---�R
LANE
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F� 1$ UE t
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S-1$ -- -5-1$ / UE UE _g_ -- --- W,
S-18 -- ---- u 4
UE / -
uE UE--'--- W-$ FH
E___ -- _L ® " -
_ W _ EXISTING 8
---- W-� PIPE 1 PRIVATE
/VEXI'SZG_
- 6 PVC-�-----�--"""`PRIV " ,_WATERLINE
W ._-- 1 HDPE W '-
EXISTING 5 H 1
ER Ru1GE
SEW W
.�E X
18
RATE V 571
8 EJI
18
._._- R A K LL \
,, _ CTUA BC
S U L
IC
TR
CTR _
I
ELECTRIC _
4 _
2
/ . FOR FUTURE OUT - 288.5 {�;.. ,
ED
PIPE 1 ®FL I _
PROPOS 1 -- -
3z
a ICS"288.63109.37 ®0:3Q%
�SER'd � _
c -CT TO EXISTING
/ - BUILDING � 2% E FL IN ' NNE
=--� l., ING 6 PIP 2�9 � \
EXISTING PVC .WATER. R1,
INLET
I
SLOPE I 1
5 RB 1
C�
SEWER SER E
P
SERVICE
/ TY
�EXISTING-
I . m ,,
S NG h
I Tl
EX IB
l _
1
S ,
PIPE
1' FL IN
= 288.20
/ / 0 P.U.E.
PROPOSED 1
' P.U.E.PROP
0 E
20 EXISTING- ®r �w PR P SED �
a "
9
PROPOSED G. 4
CIL VOL.V L 847
L 0
6 ICA a PE
8 PG.1 4 ELECTRICAL
COP
PE 1 /
•
S
ER
PV SEW R
CONDUIT 6 LI
D CE
CON � SERVICE o U IN
CLEF
_ E `
, SERVI
CO C ETE - RVA
� E � P I TE
6 PIP
ISTI
N ao
2� S OPE
w r, X •-
I u� M R 0 STRUCTURAL BACKFILL
SIDEW LK 15 PE W/ STRUCTU A
s r. m '�' ■ I 35.5 ®0.309e w
I
r
PNMI=RIVATE
OWN
_ CONSTRUCTION PURPOSES. w p
18 X18 RATE V 5718 EJIW \
` y PIPE 2 FL OUT = 288.73 Z p U
I fiFL IN - 288.83
„ x=�ww'ws- PIPE 31■ EXIS ING 2 .._
W PV WATER j LADA 80Xin
I SERVICE ACCESSIBLE MAIL
I � I
PROPOSED ROUTE PROPOSED
BIKE RACK
I
LANDSCAPE I ELECTRIC I
5 SIDEWALK SLEEVES 11 SERVICE
EXISTING � I I I
15' P.U.E I I
VOL. 8479/PG. 49. I I HIGHWAY 40 C&P HIGHWAY 40 C&P 1)
I INVESTMENTS, LLC. INVESTMENTS, LLC. 1IGHWA40 C&P INVESTMENTS, LLC:
ZONED A -P ZONED A -P I I ZONED A -P
15" HDPE
E.W. SCATES, JR. I LOT i
� LOT 4 IIT 96.20 ®,.0
ZONED A -P i I I EXISTING PROPOSED
LOST
i U ( LOT 7
OXFORD COURT CAMBRIDGE CORT
LOTZ I OFFICE B VIL.DIN OFFICE BUILDING 11 GRATE INLET 3 -PRIVATE
2 O 18"X18"
GRATE V-5718 EJIW 1
PIPE 4 - FL OUT 289.80
BLOCK 1 1
BLOCK 11 i I 4,200 SF 41290 SF =
FF - 295.0 8" CURB DIVED oBICYCLE FF 295.0
OPENING BUILDING SITE HANDICAP II
SIGN
I CAMBRIDGE COURT -
DISTURBANCE
II AREA UNE
EXISTING I W
- [e 1 e _• _ <'" "�F� `iE.,`' t:ri ash ` N
30' ACCESS
_..... _, =..� ,a -. t„� .a - .>'�, rein _, .: :� . F• '.
NT
EME
EAS
VOL. 8479 PG. 49 ----- ..lo�PROPOSED 6
I
/ I I SIDEWALK
••
.II 5 I ; �} • DSCA
SLEEVES Do R2.5'
5
F •r.•
RE LAME---- FIRE LAN LAN RE LAN RE
I RE uN RAMP -
6" CURB EXISTING
OPENING
EXISTING CURB I 25 ACCESS EASEMENT
S. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASI UCTURE O Z
AS INSTALLED FOR ELECTRIC LINES (INCLUDING STREET UGITTING), _ x p
M O d
U-
IRRIGA71ON NOTES. W L7 Ld
I,
Y 1. IRRIGATION SYSTEM MUST BE PROTECTED B THER A N l7
PRESSURE VACUUM BREAKER OR REDUCED PRESSURE Ir w
PRINCIPLE BACK FLOW DEVICE AND INSTALLED AS PER W �p
CITY ORDINANCE 2394, to T
2 ALL BACKFLOW DEVICES MUST BE INSTALLED AND
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10., THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE
B. THERE IS NO FIRE SPRINKLER SYSTEM PROPOSED FOR
S
NOTES:
5. ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN
NAD -83 TEXAS STATE PLANE COORDINATE SYSTEM LAMBERT
BUILDING.
ON THE ELECTRICAL SITE PLAN.
0CTRICAL
1. DEVELOPER INSTALLS C:NDUITS AS PER CITY SPECS ANI
X
!'
PROJECTION, CENTRAL ZONE; AND AS MONUMENTED.ON THE GROUND.
2. DEVELOPER PROVIDES 30 OF 04 RIGID CONDUIT FOR RI
Y
_ _
11. BUILDING Sl=TRACK LINES.SHALL E IN 0 THE
B ACCORDANCE WITH
CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE...
9. CASTLE ROCK SUBDIVISION PHASE 1B IS CONSIDERED A
' NGLE
6. PAVEMENT DEPTHS ARE AS SHOWN ON THE PAVEMENT PLAN
'.
DEVELOPER INSTALLS FIRST 10 CITY INSTALLS REMAINDER.
BUILDING PLOT.
(SHEET C3).
(/)
-
10. TRAFFIC. IMPACT NOT REQUIRED.
Q
3. DEVELOPER POURS TRANSFORMER PADS PER CITY SPE
I
ANALYSIS IS
THE FLOOD INSURANCE RATE .MAP (F.LR.M.), COMMUNITY PANEL N0.
7. LANDSCAPING AND IRRIGATION DESIGN do ANALYSIS WILL BE
m
{
11. THIS SUBDIVISION IS LOCATED IN A SEWER IMPACT FEE
REA
PROVIDED ON THE LANDSCAPE do IRRIGATION PLANS.
48041CO 205C, EFFECTIVE DATE JULY, 1992.
>
m
o
0
97-01 SPRING CREEK). CURRENT IMPACT FEES IN THIS !ARE�l
( )
8. THE TYPICAL BACK OF CURB RADIUS IS 25 UNLESS NOTED
ND DESIGI
13. ALL .ROOF AND GROUND -MOUNTED, MECHANICAL EQUIPMENT SHALL
W
Tn
I
#98 39/LUE AND ARE DUE AT THE TIME OF BUILDING PERM
OTHERWISE
W
Z
BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE
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12 CAMBRIDGE COURT OFFICE BUILDING WILL SHARE A DUM
STER WI
9. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS
..1
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Q
(/1
FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN
THE OXFORD COURT.OFFICE BUILDING LOCATED ON LOT 4.
OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE
U
Or
W
7J
5. DEVELOPER PROVIDES DIGITAL AUTOCAD VERSION
PLAT
150' OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE
(
LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND
V)
0
C,
AND/OR SITE PLAN.
13. LOTS 4. 5 & 6, BLOCK 11 IN PHASE 1B OF THE CASTU
ROCK
NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY, FIXTURES.
SUBDIVISION WILL BE CONSIDERED ONE BUILDING PLOT
WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF
Z
6. DEVELOPER PROVIDES LOAD DATA FOR PROJECT.
LIGHT DOES NOT CROSS ANY PROPERTY LINE
-
LIJ
_ CONSTRUCTION PURPOSES. w p
18 X18 RATE V 5718 EJIW \
` y PIPE 2 FL OUT = 288.73 Z p U
I fiFL IN - 288.83
„ x=�ww'ws- PIPE 31■ EXIS ING 2 .._
W PV WATER j LADA 80Xin
I SERVICE ACCESSIBLE MAIL
I � I
PROPOSED ROUTE PROPOSED
BIKE RACK
I
LANDSCAPE I ELECTRIC I
5 SIDEWALK SLEEVES 11 SERVICE
EXISTING � I I I
15' P.U.E I I
VOL. 8479/PG. 49. I I HIGHWAY 40 C&P HIGHWAY 40 C&P 1)
I INVESTMENTS, LLC. INVESTMENTS, LLC. 1IGHWA40 C&P INVESTMENTS, LLC:
ZONED A -P ZONED A -P I I ZONED A -P
15" HDPE
E.W. SCATES, JR. I LOT i
� LOT 4 IIT 96.20 ®,.0
ZONED A -P i I I EXISTING PROPOSED
LOST
i U ( LOT 7
OXFORD COURT CAMBRIDGE CORT
LOTZ I OFFICE B VIL.DIN OFFICE BUILDING 11 GRATE INLET 3 -PRIVATE
2 O 18"X18"
GRATE V-5718 EJIW 1
PIPE 4 - FL OUT 289.80
BLOCK 1 1
BLOCK 11 i I 4,200 SF 41290 SF =
FF - 295.0 8" CURB DIVED oBICYCLE FF 295.0
OPENING BUILDING SITE HANDICAP II
SIGN
I CAMBRIDGE COURT -
DISTURBANCE
II AREA UNE
EXISTING I W
- [e 1 e _• _ <'" "�F� `iE.,`' t:ri ash ` N
30' ACCESS
_..... _, =..� ,a -. t„� .a - .>'�, rein _, .: :� . F• '.
NT
EME
EAS
VOL. 8479 PG. 49 ----- ..lo�PROPOSED 6
I
/ I I SIDEWALK
••
.II 5 I ; �} • DSCA
SLEEVES Do R2.5'
5
F •r.•
RE LAME---- FIRE LAN LAN RE LAN RE
I RE uN RAMP -
6" CURB EXISTING
OPENING
EXISTING CURB I 25 ACCESS EASEMENT
S. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASI UCTURE O Z
AS INSTALLED FOR ELECTRIC LINES (INCLUDING STREET UGITTING), _ x p
M O d
U-
IRRIGA71ON NOTES. W L7 Ld
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PRESSURE VACUUM BREAKER OR REDUCED PRESSURE Ir w
PRINCIPLE BACK FLOW DEVICE AND INSTALLED AS PER W �p
CITY ORDINANCE 2394, to T
2 ALL BACKFLOW DEVICES MUST BE INSTALLED AND
TESTED UPON INSTALLATION AS PER CITY ORDINANCE m 0
2394.
I.-
0 N
• 0 EACH END pz Q04
0
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72' It LL
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BICYCLE RACK DETAIL z = ... r LL
WILLIAM D. FITCH PARKWAY w M t` T o
NTS
p O
DTI r -
E A L (�
10., THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE
NOTES:
NAD -83 TEXAS STATE PLANE COORDINATE SYSTEM LAMBERT
0CTRICAL
1. DEVELOPER INSTALLS C:NDUITS AS PER CITY SPECS ANI
i DESIGN.
!'
PROJECTION, CENTRAL ZONE; AND AS MONUMENTED.ON THE GROUND.
2. DEVELOPER PROVIDES 30 OF 04 RIGID CONDUIT FOR RI
I POLES.,
_ _
11. BUILDING Sl=TRACK LINES.SHALL E IN 0 THE
B ACCORDANCE WITH
CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE...
p
'.
DEVELOPER INSTALLS FIRST 10 CITY INSTALLS REMAINDER.
Li
-
HAZAR
12 THE SITE IS NOT WITHIN A FLOODD AREA ACCORDING TO
3. DEVELOPER POURS TRANSFORMER PADS PER CITY SPE
I
AND
THE FLOOD INSURANCE RATE .MAP (F.LR.M.), COMMUNITY PANEL N0.
W
{
DESIGN.
48041CO 205C, EFFECTIVE DATE JULY, 1992.
0
4. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS
ND DESIGI
13. ALL .ROOF AND GROUND -MOUNTED, MECHANICAL EQUIPMENT SHALL
Tn
I
(PULL BOXES PROVIDED BY CITY.)
BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE
2000
FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN
z
5. DEVELOPER PROVIDES DIGITAL AUTOCAD VERSION
PLAT
150' OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE
p
AND/OR SITE PLAN.
GRADE: SUCH SREENING SHALL BE COORDINATED WITH THE BUILDING
ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE
Z
6. DEVELOPER PROVIDES LOAD DATA FOR PROJECT.
-
LIJ
PROVIDES
R
14. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN
of
7.. DEVELOPER TEMPORARY BLANKET EASEMENT I
ACCORDANCE WITH UDO.
0
W
_ CONSTRUCTION PURPOSES. w p
18 X18 RATE V 5718 EJIW \
` y PIPE 2 FL OUT = 288.73 Z p U
I fiFL IN - 288.83
„ x=�ww'ws- PIPE 31■ EXIS ING 2 .._
W PV WATER j LADA 80Xin
I SERVICE ACCESSIBLE MAIL
I � I
PROPOSED ROUTE PROPOSED
BIKE RACK
I
LANDSCAPE I ELECTRIC I
5 SIDEWALK SLEEVES 11 SERVICE
EXISTING � I I I
15' P.U.E I I
VOL. 8479/PG. 49. I I HIGHWAY 40 C&P HIGHWAY 40 C&P 1)
I INVESTMENTS, LLC. INVESTMENTS, LLC. 1IGHWA40 C&P INVESTMENTS, LLC:
ZONED A -P ZONED A -P I I ZONED A -P
15" HDPE
E.W. SCATES, JR. I LOT i
� LOT 4 IIT 96.20 ®,.0
ZONED A -P i I I EXISTING PROPOSED
LOST
i U ( LOT 7
OXFORD COURT CAMBRIDGE CORT
LOTZ I OFFICE B VIL.DIN OFFICE BUILDING 11 GRATE INLET 3 -PRIVATE
2 O 18"X18"
GRATE V-5718 EJIW 1
PIPE 4 - FL OUT 289.80
BLOCK 1 1
BLOCK 11 i I 4,200 SF 41290 SF =
FF - 295.0 8" CURB DIVED oBICYCLE FF 295.0
OPENING BUILDING SITE HANDICAP II
SIGN
I CAMBRIDGE COURT -
DISTURBANCE
II AREA UNE
EXISTING I W
- [e 1 e _• _ <'" "�F� `iE.,`' t:ri ash ` N
30' ACCESS
_..... _, =..� ,a -. t„� .a - .>'�, rein _, .: :� . F• '.
NT
EME
EAS
VOL. 8479 PG. 49 ----- ..lo�PROPOSED 6
I
/ I I SIDEWALK
••
.II 5 I ; �} • DSCA
SLEEVES Do R2.5'
5
F •r.•
RE LAME---- FIRE LAN LAN RE LAN RE
I RE uN RAMP -
6" CURB EXISTING
OPENING
EXISTING CURB I 25 ACCESS EASEMENT
S. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASI UCTURE O Z
AS INSTALLED FOR ELECTRIC LINES (INCLUDING STREET UGITTING), _ x p
M O d
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IRRIGA71ON NOTES. W L7 Ld
I,
Y 1. IRRIGATION SYSTEM MUST BE PROTECTED B THER A N l7
PRESSURE VACUUM BREAKER OR REDUCED PRESSURE Ir w
PRINCIPLE BACK FLOW DEVICE AND INSTALLED AS PER W �p
CITY ORDINANCE 2394, to T
2 ALL BACKFLOW DEVICES MUST BE INSTALLED AND
TESTED UPON INSTALLATION AS PER CITY ORDINANCE m 0
2394.
I.-
0 N
• 0 EACH END pz Q04
0
w
72' It LL
r.- Lf) z
W M W 1,- 2
VARIES (410'+) ` " ° x ~
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WILLIAM D. FITCH PARKWAY w M t` T o
NTS
p O
DTI r -
E A L (�
Ltill�
. CacP
GENERAL NOTES:
1. CONTRACTOR IS To VERIFY THE EXACT LOCATION AND VERTICAL
THIS DOC MENT IS
I L
NVESTMENTS, LC., 4774 WILLIAMSS CREEK DRIVE, COLLLEGEE STATION,
0N,
POSITIONING OF EXISTING UTILITIES AND SERVICE LIN WITHIN THE
RELEASED . FOR THE
TX 77845. CASTLE ROCK SUBDIVISION PHASE 1B, BLOCK 11,
6. THE PROPERTY IS ZONED A -P, ADMINISTRATIVE PROFESSI
.OTS 5 do
1 AL
PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48
HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE
PURPOSE F REVIEW
S PROPOSED R THI
8. THERE IS NO FIRE SPRINKLER SYSTEM 0 ED FOR
EXISTING
FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL
ONLY. UNDER THE
City of College Station
AND
ROCK RIPRAP
OUTLET STRUCTURE
�.:..
- ..-
FF -295.00.
10.416 AC.
2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB
♦
♦
3E
OPEN SPACE
EXISTING
s1
� _
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• ♦/SPRING CREEKTRASH
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3. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN
ZONED R-1
DUMPSTER
� EXISTING DRAINAGE
Y A ••
EXISTING • � TRII3UTAR r
� � • ♦ �
( 13'x27')
ZEASEMENT
COL. 8479/PG: 49
3Q' ACCESS � ■Il ■I■�� �t/r _ -
EASEMENT _
4. DRAINAGE INFORMATION AND DETAILS WILL.BE PROVIDED
THE
FOR STREETS do DRAINAGE.CONSTRICTION
r-
VOL.8479 PG. 49 t7
/
4. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM
PURPOSES.
9. CASTLE ROCK SUBDIVISION PHASE 18 IS CONSIDERED A',9
�Q
SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD
5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTA
I PRIOR
--- - - - - -.- ----- -
UO1/L
-" `�
1ANt------ RE LAN RE RE LANE -FIRE LANE FIRE LAN \ \ /
u
SITE SPECIFIC NOTES
THE OWNER AND DEVELOPER THE PROPERTY IS G
6. A LL P RPO SED SID EWA S PRIVATE:
YEAR FL RE LANE---=----F'RE 0
. CacP
GENERAL NOTES:
1. CONTRACTOR IS To VERIFY THE EXACT LOCATION AND VERTICAL
THIS DOC MENT IS
I L
NVESTMENTS, LC., 4774 WILLIAMSS CREEK DRIVE, COLLLEGEE STATION,
0N,
POSITIONING OF EXISTING UTILITIES AND SERVICE LIN WITHIN THE
RELEASED . FOR THE
TX 77845. CASTLE ROCK SUBDIVISION PHASE 1B, BLOCK 11,
6. THE PROPERTY IS ZONED A -P, ADMINISTRATIVE PROFESSI
.OTS 5 do
1 AL
PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48
HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE
PURPOSE F REVIEW
S PROPOSED R THI
8. THERE IS NO FIRE SPRINKLER SYSTEM 0 ED FOR
i
FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL
ONLY. UNDER THE
2 PROPOSED BUILDING A IS 1 STORY, 26'-0• HIGH, 4,290 S'
AND
1-800-DIG-TESS.
AUTHORITY F KENT M.
FF -295.00.
2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB
LAZA P.E., L CENSE N0.
3. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL
3E
UNLESS OTHERWISE NOTED.
65923, ON 0-06=09
DISCHARGED INTO THE GREENWAY AREA AND THEN INTO THE
100 -YEAR FLOODPLAIN OF A TRIBUTARY OF SPRING CREEK.
I E
3. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN
IT IS NOT T BE USED
DETENTION POND FOR THIS SITE IS AT THE CROWLEY TRACT.
/ COLLEGE STATION 2009 STANDARD sPEGFlCATIONS FOR WATER. &
SEWER AND THE CITY OF COLLEGE STATION STANDARD sPECiFlCATIONS
FOR BID ING OR
4. DRAINAGE INFORMATION AND DETAILS WILL.BE PROVIDED
THE
FOR STREETS do DRAINAGE.CONSTRICTION
r-
GRADING AND DRAINAGE DESIGN PLANS.
4. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM
PURPOSES.
9. CASTLE ROCK SUBDIVISION PHASE 18 IS CONSIDERED A',9
GLE
SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD
5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTA
I PRIOR
INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS
TO C.O.
OBTAINED. BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE
BUILDING .PLOT.
(SHEET C3).
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GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT
AS BUILT CONDI110NS
LK ARE - Z
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5. ELECTRICAL CONDUIT F PARKING LOT LIGHTING WILL BE SHOWN-
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BUILDING.
ON THE. ELECTRICAL 517E PLAN.
y
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9. CASTLE ROCK SUBDIVISION PHASE 18 IS CONSIDERED A',9
GLE
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m Y
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Q
10. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED.
7. LANDSCAPING AND IRRIGATION DESIGN do ANALYSIS WILL BE
m
,
PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS.
>-
11. THIS SUBDIVISION IS LOCATEDIN A SEWER IMPACT FEE
EA
m
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97 Ot SPRING CREEK : CURRENT IMPACT FEES IN THIS AR
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' ARE
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NAD -83 TEXAS STATE PLANE COORDINATE SYSTEM LAMBERT
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PRO 30' FOR
POLES
S-18 -- _- / _,1? __-- uE W w ,:< 2 EVEL ER VIDE • ff4
S- 18 _ -- --- uF� j - , _ x y DEVELOPER INSTALLS FIRST 10 CITY INSTALLS REMAINDER'. 11. SUBJECT PROPERTY IS CURRENTLY ZONED A -P .
-__-----UE W 8--- FH
UE .. #4 BAR �t {194 BE IN ACCORDANCE WITH THE
_-_- -uE -- _ W- \� IY 3. DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND 12. BUILDING SETBACK LINES SHALL
UE-----' ---- '� W ., IPE 1 PRIVATE EXISTING 8 r R=3 CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE.
/ W -8-------"__W- EXISTING 6 PVC INLET 1 PRIVA P „ /
-` -"�R yy WATERLINE � •�}:: 6" �(� �r.� DESIGN.
W „ „ 15 HDPE /
SEWER_.�RV C:E , . 18"X18" GRATE V-5718 EJI ;.• •: 4. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS' I D DESIGN' 13. THE SITE IS NOT WITHIN A FLOOD HAZARD AREA ACCORDING TO
----- --- I 24 p _ STRUCTURAL BACK ILL \ \ ` - � _ : • � �
/ FOR FUTURE PIPE 1 - FL OUT = 288.53
s * � PULL BOXES PROVIDED BY GN.) THE FLOOD INSURANCE RATE MAP, (F.LR.M.), COMMUNITY PANEL N0:
r PROPOSED E 109.37 0.30 X
BUILDING CSD 2� - FL IN = 288.63 - CONNECT TO EXISTING ;% � ;• %. � � 48041Co 205C, EFFECTIVE DATE JULY, 7992
EXISTIN 6 B L PVC WATER R1 PIPE 2 \
F \ - 5. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION 0 PLAT
I
`� SEWER SER CE I SLOPE / I IL CURB INLET \ \ w MECHANICAL EQUIPMENT SHALL
EXISTING � / � TYPM SERVICE � . EXISTING ._ _ \ #4 BARS ® 18 O.C. AND/OR., PLAN. j 14. ALL ROOF AND GROUND -MOUNTED CAL
� PIPE 1 FL IN 288.20 N T TO a VISIBLE
PROPOSED 10 P.U:E.
BE SCREENED FROM VIEW OR ISOLATED SO AS 0 E
20 P.V.E. EXISTING
.. ' , ED %, S. DEVELOPER PROVIDES LOAD DATA FOR PROJECT
PIR P CURB AND PAVEMENT FROM ANY PUBLIC RIGHT -of -WAY OR RESIDENTIAL DISTRICT WITHIN
D 8479 PG. 49 \ POINT 5 ABOVE
3 8 PG.164 ELECTRICAL .
PROPOSED a ; 1 COPPER VOL / ` 15o OF THE SUBJECT LOT, MEASURED FROM A FEET
VOLA 2 / / ER \ N2 _ ,
DETAIL GRADE. SUCH SREENING SHALL BE COORDINATED WITH THE BUILDING
CONDUIT e 6 SEW R� ,: , � .SERVICE UNE 7.. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT .R
% • CLEW IN
S R E 1vPu•.�L sEcnoH CONSTRUCTION PURPOSES. ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE Z
CO E VI - PRIVATE E 2 u ms
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ISTIN
„
S OPE SEPARATELY IN
2% �; , 15. PROPOSED SIGNS SHALL BE PERMITTED
w ,:> M . R `" 0 _ STRUCTURAL BACKFILL * ' _
8. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRAS UCTURE P CL
: � •.-. 15 HDPE W/ X - 6 IN FIRE LANES AND
SID LK AS INSTALLED FOR ELECTRIC LINES INCLUDING STREET UGH NG . ACCORDANCE WITH LIDO. (L
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3 rd ,� � 35.53 � 0.30% I THE DUMPSTER AREA y
<y �ti `I a � . I �
i _ . r. < ._. _ 5 IN ALL OTHER AREAS
1 w.,,,,. n« . v. v
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{. ,� ,, _ ,. f, ,<�r , ,. ... _ PRIVATE W
U
i� -
v .:.. � -,„,,.. �. •,.:.. �,,. .>... . .,,,,r s EJI
GRATE 5718 W
X18 A w
�...� .
_S. - IRRIGATION NOTES,
z W
PIPE 2 - FL OUT - 288:73
� A d � N
1. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A
F Kms. r = 286.83 Ti O
PIPE 3 FL IN
- - n :.y :. Y fi. :.,x._.�.`.Z.-.e.. f, y'., sw,. _
-.. .. ..� � , PRESSURE VACUUM BREAIy,:R OR REDUCED PRESSURE -
EXIS TNG 2 �,, .. pC
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_ � .... _ ( .�,. - i ,_ x_ _< _ _ PRINGPLE :BACK FLOW DE`RGE AND INSTALLED AS PER
- - -
{ ADA CITY ORDINANCE 2394. ( ,
{
Li
CITY MAILBOX
W ERVICE
L
ACCESSIBLE
2 ALL BACKFLOW DEVICE. MUST BE INSTALLED AND
I POSED
L R
m P O ROUTE PROPOSED N TESTED UPON INSTALLAITCN AS PER CITY in
ORDINANCE W
BIKE RACK LANDSCAPE ELECTRIC PUBLIC DRAINAGE ?394
�
I
5, SIDEWALK -
i I K SLEEVES II SERVICE EASEMENT
EXISTING ( '
(WIDTH VARIES) (n
15 P.U.E ( I
VOL 8479/PG, 49. II
d � II HIGHWAY 40 C&P HIGHWAY 40 C&P
NOT TO SCALE N8o 1
1'04T 04
EHIGHWAY 40 C&P INVESTMENTS, LLC, .oa'
INVESTMENTS, LLC. INVESTMENTS, LLC. .0
o
ZONED A -P 25 ACCESS wZONED A -P ZONED A -P EASEMENT
/ 15 REAR I-
W PIPE 3 - PRIVATE - - -� ACK 3o ACCESS
{ Qo
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JR. LOT 5 I ----
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ZONED A -P
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OFFICE BUILDING OFFICE BUILDING _
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{ PIPE 4 - FL OUT 289.80 PG. 164 I I SETBACK UNE{ co
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OPENING I BUILDING SITE HANDICAP (( L I 15' P.U.E. I I I IW i LOT 4 m LOT 5 Lu +.
W
- SIGN I I ( h 19,480 SF I9 I R.O.W. VARIES (410'+) C° r u
LAJ co
II i I °' 420 62.965 ACRES ti
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30 ACCESS t9 U)
... PROPOSED 6 I I -
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EXISTING I s I I TO BE REMOVED
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SCALE IN FEET � a �
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li_ L 1 -1 _.--1 - I- L s2�1- { I
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-/ 1- I LEGEND
4
Z
PROJECT
.0 TION J
U)
00
W r W
cU �~
40 Wiliam D Fitch Parkwo Z
Stgte ..Highway op � U,.. �e Z
LL V 0
7
CASTL GATE- ^ O 0
tQ`�� ^� �
SUBDI SION
c� W Loto
U) 0 N 00 0
N 1.1.!
0
L�ce 0
LJ
00
cc
NOT TO SCALE G
�I U
CASTLE ROCK
SUBDIVISION - PHASE 1B
VOL. 8479/PG. 49
BLOCK 11, LOTS 5 & 6
0.89 ACRES SHE ET
COLLEGE STATION, BRAZOS COUNTY, TEXAS
OCTOBER, 2009
/D 1VELOPER: ENGINEER:
,Y 4C&P INVESTMENTS, L.L.C. Civil Development, Ltd.
-JAMS CREEK DRIVE 2033 Harvey Mitchell Parkway South : �p
4atlon,' TX 77845 College Station, TX 77840
7-0285 (979) 764-7743 (� • a� E f r
l
i s (AU4,
�0
n >
4
Z
PROJECT
.0 TION J
U)
00
W r W
cU �~
40 Wiliam D Fitch Parkwo Z
Stgte ..Highway op � U,.. �e Z
LL V 0
7
CASTL GATE- ^ O 0
tQ`�� ^� �
SUBDI SION
c� W Loto
U) 0 N 00 0
N 1.1.!
0
L�ce 0
LJ
00
cc
NOT TO SCALE G
�I U
CASTLE ROCK
SUBDIVISION - PHASE 1B
VOL. 8479/PG. 49
BLOCK 11, LOTS 5 & 6
0.89 ACRES SHE ET
COLLEGE STATION, BRAZOS COUNTY, TEXAS
OCTOBER, 2009
/D 1VELOPER: ENGINEER:
,Y 4C&P INVESTMENTS, L.L.C. Civil Development, Ltd.
-JAMS CREEK DRIVE 2033 Harvey Mitchell Parkway South : �p
4atlon,' TX 77845 College Station, TX 77840
7-0285 (979) 764-7743 (� • a� E f r
l
i s (AU4,
Cambridge Coult
Office Building
Requirements
Landscaping
Requirements
_
Requirements
Provided
II
Area (so
Re is S
q I
bol
CanapyTrees
Plant
Cambridge Coult
Office Building
Requirements
Landscaping
Requirements
_
Requirements
Provided
Area (ac)
Area (so
Re is S
q I
bol
CanapyTrees
Plant
Quantity
Value
Total
Streetscaping na
na
585
ABald
e
Cypress
4
150
600
Poin
Req. **
William D Fitch
..._..-_
B
___�.
__ urr Oak _..._.__ ..___..._.
� B
$aft ft
150 .-_.
150
1 97.5
1, 4
GENERAL NOTES:
Subtotal
750
110 •
mwft'
Streetscape
Points
0 =
1. CONTRACTOR IS TO VERIFY THE EXACT
Crepe Myrtle
11
* *Sbeetscape points are included midi the computations forlandsca
Landscaping
0.579
25,234
LOCATION AND VERTICAL POSITIONING OF
C
�•
♦ `
♦ ♦
240
• ♦ �'
EXISTING UTILITIES AND SERVICE LINES WITHIN
THE
Texas
•
• • 10 60•
PROJECT AREA, WHETHER SHOWN ON
PLANS OR AT LEAST 48 NRS. PRIOR TO
�
♦
♦ _ .
■11 1010
�
..NOT,
ANY CONSTRUCTION. CONTRACTOR IS
40
80
- -
E ^
RESPONSIBLE FOR ANY DAMAGE DONE TO
_
Red Bud__
2..
- 40 _
80
EXISTING FACILITIES. CALL 1-800-DIG-TESS.
If
F
/
5
10
50
G
^Elaegnus
Viburnum
� -----__-_-_-,._-
-- - - _
2. THE DEVELOPED AREA FOR THIS PROJECT
FLOODPLAIN
CTIVE FEMA FIRM) •
___.
_ _ - _
--�' E LANG
, RE LANC-------- R
LANE
-RRE �, RE ` --flRE --+lRE LANE
, E LANE- - --'-
_._,: R
IS 0.70 ACRES.
9
10
g LAN
�
3. SUB
JECT PROPERTY IS CURRENTLY ZONEDAccessDr1Ve
"A
PittosP arum
istlng Em r ency
10
100
-P".
Subtotal
--- — --= —r=r1 �:
� 5' }
4 IRRIGATION DESIGN &ANALYSIS WILL BE
PROVIDED ON THE IRRIGATION PLANS.
.. �V
IN
/I �/ • e
LANE RE LnN - - ---5.
--�1RE LANE:
RE LAN`
-�1 E !ANIANC-
--- RE LME -
THE IRRIGATION SYSTEM MUST BE
s
APPROVED AND INSTALLED PRIOR TO ISSUING
Cambridge Coult
Office Building
Requirements
Landscaping
Requirements
_
Requirements
Provided
Area (ac)
Area (so
Re is S
q I
bol
CanapyTrees
Plant
Quantity
Value
Total
Streetscaping na
na
585
ABald
e
Cypress
4
150
600
Poin
Req. **
William D Fitch
..._..-_
B
___�.
__ urr Oak _..._.__ ..___..._.
� B
1
150 .-_.
150
1 97.5
1, 4
Streetscaping
Subtotal
750
E** -
F* - ELAEGN
Total Additional
Streetscape
Points
1185
G* - VIBRUNU
Crepe Myrtle
11
* *Sbeetscape points are included midi the computations forlandsca
Landscaping
0.579
25,234
757 j
C
6
40
240
_._
Texas
Mountai
L aurel
2
40
80
- -
E ^
Texas
_
Red Bud__
2..
- 40 _
80
If
F
/
5
10
50
G
^Elaegnus
Viburnum
9
10
90
H
Fame
Acanthi
9
10
90
1
PittosP arum
10
10
100
(, Laddscaping
Subtotal
730
Total Required; 1,3421
Total Providedl 1,480
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
ONLY UNDER THE
AUTHORITY DF KENT M.
LAZA P.E.,ICENSE_NO.
65923 0 10 06 9
0
IT IS NOT 1P BE USED
FOR BIDDING OR
CONSTRUCTION
PURPOSES.
Z
O J 04
(n � Y lr
U)1)
Q �
m
Ld
m W
Z
Z
A CERTIFICATE OF OCCUPANCY. -
w 5
U w
i uE-------- I 6. 100% COVERAGE OF GROUNDCOVER.
— -- -uE
UE- ----uE o :__ - DECORATIVE PAVING, DECORATIVE ROCK. OR
/ uE---------- -u ' 7 - uE u� A PERENNIAL GRASS IS REQUIRED IN
uE,_..___._--uE- UE--- -u / - PARKING LOT ISLANDS, SWALES AND
DRAINAGE AREAS, THE PARKING LOT
/ �-- SETBACK,. RIGHT-OF-WAYS AND ADJACENT
- - z
- `-- - - - __ _._. ----- _: _. _ _ _�_._ U _
j s---PROPER-TY-DISTURBED D RING
,;
LONSTRUCTIQN. LOOSE ' ROCK IS NOT A
�' -- R N
) PERMITTED GROUND COVER.
7. THE LANDSCAPING ADJACENT TO THE
t .
BUILDING 1SHALL BE CONSTRUCTED TO ALLOW
3 DRAINAGE AWAY FROM THE BUILDING. A ..... _.....:.�...,
Streetscape
Requirements
m
1
♦ ` wfn
Cly 0LO
W
U000 W
LANDSCAPE TYPE
PLANT NAME
J
CanapyTrees
Canopy
Ad'
tional
Len
Length
g
Required*provided
Trees
S
e
V
Poin
Req. **
William D Fitch
C** - CREPE Iv
** -
D** TEXAS I
YRTLE l
AI
UNT LAUREL
Parkway Frontage
1 97.5
1, 4
i185
E** -
F* - ELAEGN
Total Additional
Streetscape
Points
1185
G* - VIBRUNU
*Two canopytrees maybe substituted ibr each one canopytree
11
* *Sbeetscape points are included midi the computations forlandsca
ing
points and are scattered th ughout the development.
H* - FLAME (A
LEGEND
_ - -.
m
1
♦ ` wfn
Cly 0LO
W
U000 W
LANDSCAPE TYPE
PLANT NAME
J
LANDSCAPETYPESPLANT NAMES
J Q
L -LANDSCAPE A*** - BALD C
PRESS
V
S - STREETSCAPE B*** - BURR OAK
C** - CREPE Iv
** -
D** TEXAS I
YRTLE l
AI
UNT LAUREL
m
E** -
F* - ELAEGN
i
G* - VIBRUNU
U
H* - FLAME (A
ANTH
S
I* -, PITTOSI
RUM