HomeMy WebLinkAboutPlans (2)NOTE,.
TYPE Vl EXPANSION JNOMITS 4 CURP `6 GLITTER
SFNkL 8E SPACED AT A YAC tIIiSTANOE or
+W APAR1 AIS. AT :.ALL RPIIJS' ftNT% IN T.'S AND
P.C.-S. TYPE "8" CONTRAC79M. JC8tT8 IN CAM
GutTER '$FULL NSP/ p AT ,A Iii
DISTANCE ;. =V APART,
V4y,R
5"
NOTE: CONCRETE SHALL HAVE A
MINIMUM 28 -DAY COMPRESSIVE
STRENGTH OF 3,000 psi
0 0
#4 BARS @ 18" OCEW ¢ EQ. EQ.
d' +1•'d .d O 0
N Q
\�\\ \\�\\�\'\!\\�\\�\\�\\\\ `- TYP. PARKING SPACE
\�/\''/�,f/\�f. /\%/\�iC\�/\''/•\'�\�/.\�% (9' MIN. WIDTH)
6" LIME -STABILIZED, COMPACTED INSTALLATION PLAN
SUBGRADE PER CITY STDS.
PRECAST CONC. WHEEL STOP
PROPOSED PVMT.-AS PER CITY REQUIREMENTS
SCALE: NTS 6' MIN.
8' MAX.
-7
6 1/2" 16 1/2"
tic
HOLE FOR #4 REBAR DRILLED
OR SET INTO PAVEMENT AS PER
CITY STANDARDS. GROUT TOP
OF HOLE
SET REINF. ROD MIN. 18" INTO
EARTH AND SECURE AS PER
CITY REQUIREMENTS.
331-41
PHASE
PHASE 1 REVISED
LOT
LOT IR
SUBDIVISION
WILLIAM BROOKE HUNTER ESTATES
AREA
10,352.72 SF OF 4.138 ACRES
ZONING
C-1 (COMMERCIAL)
FIRM MAP
ZONE X MAP PANEL 48041CO182C
5,575
(NOT WITHIN LIMITS OF 100 YEAR FLOODPLAIN)
USE
ADDITIONAL PARKING FOR ANYTIME FITNESS
SPACES
TOTAL SF PHASE Il:
PARKING
ANALYSIS
TOTAL SF OF PHASE 1:
21,000
SF
PARKING REQUIRED: (1 SPACE/250 SF)
84
SPACES
TOTAL ALLOWED SF OF INTENSE USES
(25%) WITHOUT ADDITIONAL PARKING:
5,250
SF
TOTAL SF OF INTENSE USES OVER 25%
(ANYTIME FITNESS, C&J'S, NY DELI)
5,575
SF (10,825 SF- 5,250 SF)
ADDITIONAL PARKING REQUIRED FOR
INTENSE USES
47
SPACES
TOTAL SF PHASE Il:
2,400
SF
PARKING REQUIRED: (1 SPACE/100 SF)
24 '
SPACES
TOTAL PARKING REQUIRED:
155
SPACES (84+47+24)
TOTAL PARKING PROVIDED:
155
SPACES•
UTILITY DEMANDS
MINIMUM WATER DEMAND, gpm 0
AVERAGE WATER DEMAND, gpm 13 Peak Demand / 4
MAMMUM WATER DEMAND, gpm 52
MAXIMUM SEWER LOADING, gpd 49,920 based on a 16 hour day usage
ELEVATION
TYP. WHEEL STOP
SCALE: NTS
uJ
04 QWw
\ _
j
(
f
WILLIAI�f BROOKE HUl`'fTER ESTATES �
LOT 2R WILLIAM BROOKE HUNTER ESTATES D o
LOT 1-R a _ - EX. 36"RCP STORM _
FOUR AGS INVESTMENTS, L.P. ��
VOL. 6688, PG. 137 4.13$ ACRES \ S °39 5" 18
\ VOL. 7649 PG. 200 {
ZONED C 1 L
738U- -a- o 0 0 0 o 0 0 a a—o a o o a o o
P�
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P P P P P P P P P P P P P P PPU-GU- UGU---—ZP-UGU UCU-PU--U----UG-j -PUUGI.I---U-UG
-
P
"S 353925 .FFIT11
F.
A. GENERAL NOTES:
1. PRIOR TO CONSTRUCTION, THE CONTRACTOR MUST PROVIDE
SUBMITTALS OF PROPOSED CONSTRUCTION MATERIALS FOR
APPROVAL BY THE DESIGN ENGINEER. THE DESIGN
ENGINEER SHOULD THEN NOTIFY THE CITY OF COMPLIANCE.
2. A PRECONSTRUCTION MEETING SHOULD BE HELD PRIOR TO
THE CONSTRUCTION WITH THE ATTENDANCE OF THE
DEVELOPER, DESIGN ENGINEER, THE CITY'S ENGINEERING
INSPECTOR AND CASE ENGINEER, THE CONTRACTOR AND
0 30 60 90 SUBCONTRACTORS, AND ALL FRANCHISE UTILITY COMPANIES.
SCALE: 1"=30' mer
3. CUT SHEETS CERTIFIED BY A LICENSED SURVEYOR SHALL BE
PROVIDED AS THEY BECOME AVAILABLE PRIOR TO
ZQ.
s
L PROJECT
LOCATION
VICINITY MAP
NOT TO SCALE
d
�
n
ro_
4. APPROVED EROSION CONTROL MEASURES MUST BE
W
HUNGRY
®R�l ` • }
e175 SF)_� ! '
i
II ? ( LLI
CD
+r
I -PHASE f
-LDG A
-� f !
CREATIONSOASIS DELI TANNING F.F.E.=297.25
F.F.E.=300 50 PROPOSZD`AN�IME FITNESS
(1600 SF) (1500 SF) SALON
CC f 1�
(4825 SF) ■ 1
(6000 SF)
r + r•BENCHMARK
f• o• - •
D.
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8.42
i"AND par
WN
0201 NO pim,
0400 4 90
t ' ,,H',1�1 - (l,??��� ���!lilil���!I,�II�,i i(i►11I�1/,i �►'L��> �, t � -
I r
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NOTE: RELOCATEMETER & VALVE AS SHOWN
/{ • i
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PHASE 11
TP 300.04�
YMl'lfil'r 1'.
j �.-- � --.� • / Vii'% ,` i ,� � • • . •
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rl ----_-_ \ ;� � • ,) - .r.,.. -T ea- •,t+�wx: c:; -P,"- r .+.sa+� .,:!1.. �� _ .,, �-a �!...
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Now
NMI
_
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N 29°41'04" W 25
�
WELLBORN RD.
(00' R.O.W. )
CONSTRUCTION OF THE WORK COVERED BY THE CUT SHEETS.
n
ro_
4. APPROVED EROSION CONTROL MEASURES MUST BE
W
INSTALLED AND MAINTAINED DURING THE ENTIRE TIME THAT
EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL
1712 Southwest Pky, Ste 105
HUNGRY
®R�l ` • }
e175 SF)_� ! '
i
II ? ( LLI
CD
+r
I -PHASE f
-LDG A
-� f !
CREATIONSOASIS DELI TANNING F.F.E.=297.25
F.F.E.=300 50 PROPOSZD`AN�IME FITNESS
(1600 SF) (1500 SF) SALON
CC f 1�
(4825 SF) ■ 1
(6000 SF)
r + r•BENCHMARK
f• o• - •
D.
�a ;, '^ y _._...- �.. . _.. .... _. _.. - _. .._... ___.. _-----_. -___.. __- -- — --:I �.. - _.- - -, •r - - ti. - - M -- ---amt--__... ----� , - - - - - - - - '
8.42
i"AND par
WN
0201 NO pim,
0400 4 90
t ' ,,H',1�1 - (l,??��� ���!lilil���!I,�II�,i i(i►11I�1/,i �►'L��> �, t � -
I r
z
NOTE: RELOCATEMETER & VALVE AS SHOWN
/{ • i
ft�
M
1
M Vpe U) vul r - ..
PHASE 11
TP 300.04�
YMl'lfil'r 1'.
j �.-- � --.� • / Vii'% ,` i ,� � • • . •
\ o 0 0
E• ,
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oe f i
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rl ----_-_ \ ;� � • ,) - .r.,.. -T ea- •,t+�wx: c:; -P,"- r .+.sa+� .,:!1.. �� _ .,, �-a �!...
50'ACCEIS EE867/731, ss
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• .fi98.63' UJ
INN
rC\1 00
Now
NMI
_
I "
p .
N 29°41'04" W 25
�
WELLBORN RD.
(00' R.O.W. )
CONSTRUCTION OF THE WORK COVERED BY THE CUT SHEETS.
n
4. APPROVED EROSION CONTROL MEASURES MUST BE
Engineering
INSTALLED AND MAINTAINED DURING THE ENTIRE TIME THAT
EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL
1712 Southwest Pky, Ste 105
REMAIN IN PLACE UNTIL ACCEPTABLE VEGETATION GROWTH
College Station, Texas 77840
IS ESTABLISHED.
P.O. Box 10763,77842-0763
5. UPON COMPLETION OF THE PROJECT, ALL AREAS WHERE
979.680.8840 (Phone)
EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED
979.680.8841 (Fax)
BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED
www.gessnerengineedng.com
OR HYDROMULCHED AND WATERED UNTIL GROWTH IS
ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS
PRESENT, BLOCK SOD WILL BE REQUIRED.
6. ALL SIGNS ARE TO BE PERMITTED SEPARATELY.
7. ALL DIMENSIONS ARE TO BACK OF CURB U.N.O.
B. CONCRETE PAVEMENT
* ••' '
*;
1. ALL CONCRETE SHALL HAVE A 28 -DAY COMPRESSIVE
MELISSA P. THOMAS
STRENGTH OF 4000 PSI IN ACCORDANCE WITH ASTM C39 OR.'
' 9839$ .;�k
C109. THE CONTRACTOR SHALL SUBMIT MIX DESIGNS FOR
o,,; , v •.��,
REVIEW TO THE ENGINEER, CERTIFING THAT THE
�SSIONA
AGGREGATE HAS BEEN TESTED IN ACCODANCE WITH ASTM
C33 WITHIN) THE LAST 12 MONTHS. IF FLY ASH IS USED IN THE
MIX DESIGN, THE MAXIMUM PERCENTAGE OF FLY ASH SHALL
NOT EXCEED 20 % OF THE TOTAL CEMENTATIOUS MATERIALS.
ALL CONCRETE MIXES SHALL COMPLY WITH ACI.214 AND 301.
THE PERCENTAGE OF ENTRAINED AIR SHALL BE BETWEEN FOR
3 TO 5%. CONSTRUCTION
2. TRANSPORTATION AND PLACEMENT OF THE CONCRETE SHALL
BE IN ACCORDANCE WITH ACI 301. A TEST SET CONSISTING OF
3 CYLINDERS SHALL BE TAKEN EVERY 75 CUBIC YARDS OF
- - _ THERE OF -,—ON PETE-ORFRAGTION .
C. MISCELLANEOUS
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
BRYAN- COLLEGE STATION UNIFIED DESIGN GUIDELINES, W
SPECIFICATIONS, AND DETAILS.
2. THE CONTRACTOR SHALL NOTIFY THE TEXAS EXCAVATION
SAFETY SYSTEM, OTHERWISE KNOWN AS DIG TESS, AT LEAST
48 HOURS PRIOR TO COMMENCING CONSTRUCTION ACTIVITY
AT (800) 344-8377 OR (800) DIG-TESS. THE CONTRACTOR SHALL
ALSO NOTIFY APPLICABLE UTILITY COMPANIES THAT HAVE
UTILITY LINES ON OR IN THE GENERAL VICINITY OF THIS W
PROJECT SITE AT LEAST 48 HOURS PRIOR TO BEGINNING co
CONSTRUCTION.
3. CONTRACTOR TO FIELD VERIFY "AS BUILTT"TOP OF CURB
ELEVATIONS AND PROPOSED TOP OF CURB ELEVATIONS
SHOULD BE MODIFIED AS NEEDED TO MAINTAIN 2% SLOPE
ON PROPOSED PARKING SPACES.
4. CONTRACTOR TO PROVIDE EXPANSION JOINT BETWEEN THE
EXISTING DRIVE AISLE AND PROPOSED PARKING SPACES,
5. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR
SHALL FURNISH A SET OF ACCURATE "AS-BUILT"DRAWINGS-TO
_ THE OWNER AND THE CITY -Or COLLEGE STATION IN THE
FORMAT THEY REQUIRE. .,
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Issue Date:
LEGEND
12/10/08
EXIST. HC STRIPING Project Number:
Ica
® EXIST. HC RAMP 08-0499
77
4- FH EXIST. FIRE HYDRANT Drawn By:
G I
R EXIST. WATER METER DAL
° tJ�1�
-�- EXIST. 4" PVC - EXIST. WATER LINES Checked By:
V tMPT
t EXIST. 6" PVC SS SAN. SEWER LINES
P E.X. 18" R r ..P EXIST. STORM SEWER LINES Revision:
f
STORM /�
---- P P --- EXIST. BURIED ELECTRICAL JG 1
EXIST, OVERHEAD UTILITIES 11 IRF /�
EXIST. EASEMENTS A
X TC 300.00 EXIST. TOP OF CURB ELEVATION
� I
cz • TC 300.00 PROP. TOP OF CURB ELEVATION
C)
z I TP 300.00 PROP. TOP OF PVMT ELEVATION
�---I PROP. PHASE ONE ADDITION
z [
SITE PLAN
SAWCUT . SAWCUT LINE
I
I
UIMtNZ5IUN UUN I FOUL
1
SCALE: 1 "=30'
e,, EJPROP. EXPANSION JOINT
PROPOSED 5" CONCRETE PVMT.
PER CITY OF COLLEGE STATION
SPECIFICATIONS.
C1 ■
0
Sheet: 1 of 1
NOTE:'
TYPE "or, EXPANSION JOINTS IN CURB h GUTTER
SHALL BE SPACED " AT A:MAXIMUwI '015TANCE : or,
4O' APART AND AT ALL: RADIUSPOINTS; P.T.'S ANT}".
P.C.'S. TYPE "B" 'CONTRACTION JOINTS, IN > CURB' 16
GUTTER SHALL 8E SPACED AT A MAMNUM
DISTANCE - F 101 APART„
:)N
ST1-01
NOTE: CONCRETE SHALL HAVE A
MINIMUM 28 -DAY COMPRESSIVE
STRENGTH OF 3,000 psi
#4 BARS @ 18" OCEW
.e •
5"
6" LIME -STABILIZED, COMPACTED
SUBGRADE PER CITY STDS.
PROPOSED PVMT.
SCALE: NTS
o
EQ. EQ.
TYP. PARKING SPACE
(9' MIN. WIDTH)
INSTALLATION PLAN
PRECAST CONC. WHEEL STOP
/- AS PER CITY REQUIREMENTS
6' MIN.
8' MAX.
6 1/2" 16 1I2"
F H
co
HOLE FOR #4 REBAR DRILLED
OR SET INTO PAVEMENT AS PER
CITY STANDARDS. GROUT TOP
OF HOLE
SET REINF. ROD MIN. 18" INTO
- EARTH AND SECURE AS PER
CITY REQUIREMENTS.
TYP. WHEEL STOP
SCALE: NTS
PARKING
SITE DATA SUMMARY
OWNER
SW BEE CREEK INVESTORS LLC, SWC EKB & SWC WRM LLC
SF
E. COUNTRY CLUB DRIVE, BRENTWOOD, CA 94513
84
ED BARRISKILL (925) 331-4134
TOTAL ALLOWED SF OF INTENSE USES
(25%) WITHOUT ADDITIONAL PARKING:
edbarriskill@comcast net
PHASE
PHASE 1 REVISED
LOT
LOT 1R
SUBDIVISIO
.-. WILLIAM BROOKE HUNTER ESTATES
AREA
1865.5 4.138 ACRES
ZONING
C 1'(C0(t11 RCIAL)
FIRM MAP
ZONE X, MAP PANEL 48041CO182C
SPACES
(NOT WITHIN LIMITS OF 100 YEAR FLOODPLAIN)
USE
JADDITIONAL PARKING FOR ANYTIME FITNESS
PARKING
ANALYSIS
TOTAL SF OF PHASE I:
21,000
SF
PARKING REQUIRED: (1 SPACE/250 SF)
84
SPACES
TOTAL ALLOWED SF OF INTENSE USES
(25%) WITHOUT ADDITIONAL PARKING:
5,250
SF
TOTAL SF OF INTENSE USES OVER 25%
(ANYTIME FITNESS, C&J'S, NY DELI)
5,575
SF (10,825 SF- 5,250 SF)
ADDITIONAL PARKING REQUIRED FOR
INTENSE USES
47
SPACES
TOTAL SF PHASE II:
2,400
SF
PARKING REQUIRED: (1 SPACE/100 SF)
24
SPACES
TOTAL PARKING REQUIRED:
TOTAL PARKING PROVIDED:
155
155
SPACES (84+47+24)
SPACES
UTILITY
DEMANDS
MINIMUM WATER DEMAND, gpm 0
AVERAGE WATER DEMAND, gpm 13 Peak Demand / 4
MAXIMUM WATER DEMAND, gpm 52
MAXIMUM SEWER LOADING, gpd 49,920 based on a 16 hour day usage
\ �-1 U�
\ �� �cnCo
N w ccs
tom. -
iVILE_t Pv1 B; 00 < - \ y o
i �E I It7NTEr� EiI Ln
> ATES
S•. `
LOT WILLIAM BROOK
O �R E HUNTER ESTATES�-
�,.� ~.t
-OUR INVESTMENTS, L.I . Q � � � - - _
\ LOT 1-R a. - �- ( � �.��- Ex. sE° RCP STORM
VOL. 6688, PG. ,37 4.138 ACRES N � � - S 039 5" 18
3 ` •, d� ZONED C1 VOL. 7649 PG. 200
A
o - o ,, \ U- � 0 0- o - . Q_ p v. 0 - 0 OP P P P P P O- o- o ( J ! o
GU-UGt-G�GGUUGU-- UG- U-UUG1-UGU-U-UlUGU U - o V o o - o-o(--{�- U
-UGU- UGU- UGU- �UG P P P P P
- - - - , - - - S 35039,75„ E 423.01' -
j
�\ HUNGRY
r� co EM HQWIE S PIZZA
(\I 175 SF)
U)
71
P
- r - PHASE I I CP
- _ \
PHASE 1- BLDG C BEVERAGE ( NY NY 1THE BEACH
F.F.E.=299:5x0 PHASE I - BLDG A \
P
yOj 4 6 ' D ��\ ° " M OASIS I DELI ( ( TANNING F.F.E.=297.25
;_ F.F.E.=300'50 \ 1500 SF I 1500 SF PROPOS ANYTIME FITNESS
�� i ( ) ( ) I SALON
(4500 SF) 1500 SF C&J'S BAR-B-QUE j
a CC CREATIONS( )
4825
5 ` A (6000 SF) ( \ �' ( SF) \ LJ
cc7 \ m�
A \
S�NCU REMO� _ XEXE STING CUR
Ojl0ti &\GUTT .- FOR PROP. PARKINGOVI
'' IIS''; -_=: X j EX AN 1 N7' 1�1T @TIE -I W a : W M
� �;�. 8, w
REI AOV EX ST /C RAMIP AND - \
N
m
LO
M
a
N
LO
M
M_
A. GENERAL NOTES:
1. PRIOR TO CONSTRUCTION, THE CONTRACTOR MUST PROVIDE
SUBMITTALS OF PROPOSED CONSTRUCTION MATERIALS FOR
APPROVAL BY THE DESIGN ENGINEER. THE DESIGN
ENGINEER SHOULD THEN NOTIFY THE CITY OF COMPLIANCE.
2. A PRECONSTRUCTION MEETING SHOULD BE HELD PRIOR TO
THE CONSTRUCTION WITH THE ATTENDANCE OF THE
DEVELOPER, DESIGN ENGINEER, THE CITY'S ENGINEERING
INSPECTOR AND CASE ENGINEER, THE CONTRACTOR AND
0 30 60 90 SUBCONTRACTORS, AND ALL FRANCHISE UTILITY COMPANIES.
3. CUT SHEETS CERTIFIED BY A LICENSED SURVEYOR SHALL BEGn
SCALE: 1"=30' PROVIDED AS THEY BECOME AVAILABLE PRIOR TO Uner
29
VICINITY MAP
NOT TO SCALE
CL
W
CD0
Cf)
! PROJECT BENCHMARK
TOP OF FIRE HYDRANT
ELEV.= 298.42
OWN \ _ F
I t --_ __ ! ( M DI W LK A X o 2 �G
Ire, �\, - P P t :/�,1-- EX. 24" CP Jt CSR01 w
EX. r4t°=f .�STo M
NOTE: RELOCATE EXIST. WATER ' No cQ`
',\ o \ + .� I d� j . ' X29 .95 `� METER &VALVE AS SHOWN ,,, w k Y <
\, 0 ��� - Z
�` cn
3G,
r-
1 i-
cn
t
t
T
. 4
1
t.
rig
\ co
E "" Pb
PHASE it \ \ s
o
i
F.F.E.=301.50 >
a X
LAYNE'S CHICKEN Q s
h. I (2400 SF)
P-R
CP SE
w �
I Q-5�A11 E
/C S'
I
1�
a, �
�' ER TA
S P CIFIC
W L-- -
fl.
SAW t ,t
E V
,T� E 'IST
Ir
& U ER� F;V ` ,
P RKING. F
. ., � I r IP xn1c1nni inInrr
a
PROPOSED CURB RAMP,PZF3
CITY OF COLLEGE STATION
DETAILS & SPECS. MATCH EXIST.
---_. SIDEWALK ELEV. @ TOP OF RAMP
EXIST. WATER LINES
w.
- TC 299.92**
ITC 299.80*
�- -
3i3ti---r ? t
-
w
P -
P
it 1 13
EXIST. EASEMENTS
EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL
1712 Southwest Pky, Ste 105
REMAIN IN PLACE -UNTIL ACCEPTABLE VEGETATION GROWTH
College Station, Texas 77840
IS ESTABLISHED.
yOj 4 6 ' D ��\ ° " M OASIS I DELI ( ( TANNING F.F.E.=297.25
;_ F.F.E.=300'50 \ 1500 SF I 1500 SF PROPOS ANYTIME FITNESS
�� i ( ) ( ) I SALON
(4500 SF) 1500 SF C&J'S BAR-B-QUE j
a CC CREATIONS( )
4825
5 ` A (6000 SF) ( \ �' ( SF) \ LJ
cc7 \ m�
A \
S�NCU REMO� _ XEXE STING CUR
Ojl0ti &\GUTT .- FOR PROP. PARKINGOVI
'' IIS''; -_=: X j EX AN 1 N7' 1�1T @TIE -I W a : W M
� �;�. 8, w
REI AOV EX ST /C RAMIP AND - \
N
m
LO
M
a
N
LO
M
M_
A. GENERAL NOTES:
1. PRIOR TO CONSTRUCTION, THE CONTRACTOR MUST PROVIDE
SUBMITTALS OF PROPOSED CONSTRUCTION MATERIALS FOR
APPROVAL BY THE DESIGN ENGINEER. THE DESIGN
ENGINEER SHOULD THEN NOTIFY THE CITY OF COMPLIANCE.
2. A PRECONSTRUCTION MEETING SHOULD BE HELD PRIOR TO
THE CONSTRUCTION WITH THE ATTENDANCE OF THE
DEVELOPER, DESIGN ENGINEER, THE CITY'S ENGINEERING
INSPECTOR AND CASE ENGINEER, THE CONTRACTOR AND
0 30 60 90 SUBCONTRACTORS, AND ALL FRANCHISE UTILITY COMPANIES.
3. CUT SHEETS CERTIFIED BY A LICENSED SURVEYOR SHALL BEGn
SCALE: 1"=30' PROVIDED AS THEY BECOME AVAILABLE PRIOR TO Uner
29
VICINITY MAP
NOT TO SCALE
CL
W
CD0
Cf)
! PROJECT BENCHMARK
TOP OF FIRE HYDRANT
ELEV.= 298.42
OWN \ _ F
I t --_ __ ! ( M DI W LK A X o 2 �G
Ire, �\, - P P t :/�,1-- EX. 24" CP Jt CSR01 w
EX. r4t°=f .�STo M
NOTE: RELOCATE EXIST. WATER ' No cQ`
',\ o \ + .� I d� j . ' X29 .95 `� METER &VALVE AS SHOWN ,,, w k Y <
\, 0 ��� - Z
�` cn
3G,
r-
1 i-
cn
t
t
T
. 4
1
t.
rig
\ co
E "" Pb
PHASE it \ \ s
o
i
F.F.E.=301.50 >
a X
LAYNE'S CHICKEN Q s
h. I (2400 SF)
P-R
CP SE
w �
I Q-5�A11 E
/C S'
I
1�
a, �
�' ER TA
S P CIFIC
W L-- -
fl.
SAW t ,t
E V
,T� E 'IST
Ir
& U ER� F;V ` ,
P RKING. F
. ., � I r IP xn1c1nni inInrr
a
PROPOSED CURB RAMP,PZF3
CITY OF COLLEGE STATION
DETAILS & SPECS. MATCH EXIST.
---_. SIDEWALK ELEV. @ TOP OF RAMP
P-
i
/ NOTE: SEE INSET BELOW FOR SITE DIMENSIONS
a_ _
I -
C 300.55 (FUTURE PAD SIT41 �
TC 300.65 ' SAW UT
3 '
50' ACICESS ES I' b TC 299.74"' n
867/731, IL6
0/126 N TP=298.75 !2
SAWCUT & REMOVE EXISTING CURB L�
ti L
j &UTT R F e. PARKING. PROVIDE
EX AN ION'JOINT 01 TIE SIN
- r
li (80, R.0.§W.)
N 29°41
1
CONSTRUCTION OF THE WORK COVERED BY THE CUT SHEETS.
EXIST. WATER LINES
-55, SF-
- TC 299.92**
ITC 299.80*
�- -
3i3ti---r ? t
3RD'
SA'WGs P P - F299 8� P -
P -
P
it 1 13
EXIST. EASEMENTS
EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL
1712 Southwest Pky, Ste 105
REMAIN IN PLACE -UNTIL ACCEPTABLE VEGETATION GROWTH
College Station, Texas 77840
IS ESTABLISHED.
P.O. Box 10763, 77842-0763
5. UPON COMPLETION OF THE PROJECT, ALL AREAS WHERE
979.680.8840 (Phone)
EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED
979.680.8841 (Fax)
BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED
www.gessnerengineedng.com
oM.
PROP. EXPANSION JOINT
EX. 8" PVC SS
PROPOSED 5" CONCRETE PVMT.
PRESENT, BLOCK SOD WILL BE REQUIRED.
---- --�
6. ALL SIGNS ARE TO BE PERMITTED SEPARATELY.--
EPARATELY.-7.
7.ALL DIMENSIONS ARE TO BACK OF CURB U.N.O.
B. CONCRETE PAVEMENT
1EOF
TFa'
SPECIFICATIONS.
EX. IRR. R LIGE
MELISSA MAS
STRENGTH OF 4000 PSI IN ACCORDANCE WITH ASTM C39 OR
• • • • •'
C109. THE CONTRACTOR SHALL SUBMIT MIX DESIGNS FOR
m
TC 300.47
TP 300.04
0
NSV,
AGGREGATE HAS BEEN TESTED IN ACCODANCE WITH ASTM
T300 07=:
3 - - -
63 SF
a
�. -o
- _ -
-- -=- -
Q
_
300:5 �•:':
G �
ca ca
cv co
::.�•
2....:...:...:...:....
: TP 99 6
•. ...........:...
P 300: :': "
TC• 304:22:::: `>.::::: "•
':::::= ' : ' :: '::'::: ":.......:: •
„
6 STD. CURB, TYP
C 300.58 **
00.:89::-":':�:�:�::•:•.•:
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............'....'.:::.'..:.'..
:•:'•.:�:�:�:�'���:�:-::�:�:�:�:�:�:�:�::':�:�:�::-:-:':�:�•:�:�:�:�:::-:�:�:::
• ...... ...
. - • .:.:....:
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PHASE
,352.72 SF ADDITION
T 300 5
�:�•�• TC 300.2
r
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f
o.
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•"", .. •--� ..c' -•=..O'er:-,...' - � .' -.-:•:':•:•" ••�:.-.'.-..'.'..:.•.•.
\
PHASE IVB tu
TC 300.42
P-
i
/ NOTE: SEE INSET BELOW FOR SITE DIMENSIONS
a_ _
I -
C 300.55 (FUTURE PAD SIT41 �
TC 300.65 ' SAW UT
3 '
50' ACICESS ES I' b TC 299.74"' n
867/731, IL6
0/126 N TP=298.75 !2
SAWCUT & REMOVE EXISTING CURB L�
ti L
j &UTT R F e. PARKING. PROVIDE
EX AN ION'JOINT 01 TIE SIN
- r
li (80, R.0.§W.)
N 29°41
1
CONSTRUCTION OF THE WORK COVERED BY THE CUT SHEETS.
EXIST. WATER LINES
EXIST. 6" PVC SS
4. APPROVED EROSION CONTROL MEASURES MUST BE
EX 1"CIS
Engineering
TOR
_p P -
EXIST. BURIED ELECTRICAL
-SS- ss- ss-
INSTALLED AND MAINTAINED DURING THE ENTIRE TIME THAT
EXIST. EASEMENTS
EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL
1712 Southwest Pky, Ste 105
REMAIN IN PLACE -UNTIL ACCEPTABLE VEGETATION GROWTH
College Station, Texas 77840
IS ESTABLISHED.
P.O. Box 10763, 77842-0763
5. UPON COMPLETION OF THE PROJECT, ALL AREAS WHERE
979.680.8840 (Phone)
EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED
979.680.8841 (Fax)
BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED
www.gessnerengineedng.com
OR HYDROMULCHED AND WATERED UNTIL GROWTH IS
PROP. EXPANSION JOINT
ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS
PROPOSED 5" CONCRETE PVMT.
PRESENT, BLOCK SOD WILL BE REQUIRED.
---- --�
6. ALL SIGNS ARE TO BE PERMITTED SEPARATELY.--
EPARATELY.-7.
7.ALL DIMENSIONS ARE TO BACK OF CURB U.N.O.
B. CONCRETE PAVEMENT
1EOF
TFa'
SPECIFICATIONS.
1. ALL CONCRETE SHALL HAVE A 28 -DAY COMPRESSIVE
MELISSA MAS
STRENGTH OF 4000 PSI IN ACCORDANCE WITH ASTM C39 OR
• • • • •'
C109. THE CONTRACTOR SHALL SUBMIT MIX DESIGNS FOR
�'o • $
REVIEW TO THE ENGINEER, CERTIFING THAT THE
NSV,
AGGREGATE HAS BEEN TESTED IN ACCODANCE WITH ASTM
C33 WITHIN) THE LAST 12 MONTHS. IF FLY ASH IS USED IN THE
Q
MIX DESIGN, THE MAXIMUM PERCENTAGE OF FLY ASH SHALL
NOT EXCEED 20 % OF THE TOTAL CEMENTATIOUS MATERIALS.
ALL CONCRETE MIXES SHALL COMPLY WITH ACI 214 AND 301. FOR REVIEW
THE PERCENTAGE OF ENTRAINED AIR SHALL BE BETWEEN
3 TO 5%. NOT FOR
2. TRANSPORTATION AND PLACEMENT OF THE CONCRETE SHALL CONSTRUCTION
BE IN ACCORDANCE WITH ACI 301. A TEST SET CONSISTING OF
3 CYLINDERS SHALL BE TAKEN EVERY 75 CUBIC YARDS OF
- CONCRETE OR FRACTION THERE OFr T
C. MISCELLANEOUS
1. ALL CONSTRUCTION SHALL BE INA W
ACCORDANCE WITH THE
BRYAN- COLLEGE STATION UNIFIED DESIGN GUIDELINES, W
SPECIFICATIONS, AND DETAILS.
2. THE CONTRACTOR SHALL NOTIFY THE TEXAS EXCAVATION '
SAFETY SYSTEM, OTHERWISE KNOWN AS DIG TESS, AT LEAST �J
48 HOURS PRIOR TO COMMENCING CONSTRUCTION ACTIVITY
AT (800) 344-8377 OR (800) DIG-TESS. THE CONTRACTOR SHALL W
ALSO NOTIFY APPLICABLE UTILITY COMPANIES THAT HAVE W
UTILITY LINES ON OR IN THE GENERAL VICINITY OF THIS
PROJECT SITE AT LEAST 48 HOURS PRIOR TO BEGINNING
CONSTRUCTION. 00
3. CONTRACTOR TO FIELD VERIFY "AS BUILT" TOP OF CURB
ELEVATIONS AND PROPOSED TOP OF CURB ELEVATIONS
SHOULD BE MODIFIED AS NEEDED TO MAINTAIN 2% SLOPE
ON PROPOSED PARKING SPACES.
4. CONTRACTOR TO PROVIDE EXPANSION JOINT BETWEEN THE
EXISTING DRIVE AISLE AND PROPOSED PARKING SPACES.
5. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR W
SHALL FURNISH A SET OF ACCURATE--'-'AS-BUILT" DRAWINGS TO
THE OWNER AND THE CITY OF COLLEGE STATION IN THE
FORMAT THEY REQUIRE. Q V
** z
O O
U)W
W U �--
Z Q
LL vJ VJ
W W
W
_ Z W
O O
VJ
U
Issue Date:
LEGEND
- 11 /2
- - _ 4/08..
fI7��TTz/1 EXIST. HC STRIPING - - - _-- -- - -
I -
co
Project Number:
w
EXIST. HC RAMP
08-04
91
i
II
- FH
EXIST.
FIRE HY
DRANT
Dr
G
awn By:
I
IV EXIST. WATER METER DAL
UIIV1tNNUN UUN I KUL
SCALE: 1"=30'
_ EXIST. 4" PVC
EXIST. WATER LINES
EXIST. 6" PVC SS
SAN. SEWER LINES
EX 1"CIS
EXIST. STORM SEWER LINES
TOR
_p P -
EXIST. BURIED ELECTRICAL
-SS- ss- ss-
EXIST. OVERHEAD UTILITIES
EXIST. EASEMENTS
X TC 300.00
EXIST. TOP OF CURB ELEVATION
• TC 300.00
PROP. TOP OF CURB ELEVATION
• TP 30Q.00
PROP. TOP OF PVMT ELEVATION
PROP. PHASE ONE ADDITION
SAWCUT
SAWCUT LINE
EJEJ
PROP. EXPANSION JOINT
PROPOSED 5" CONCRETE PVMT.
---- --�
PER CITY OF COLLEGE STATION
SPECIFICATIONS.
Checked By:
MPT
Revision:
A
0
0
A
SITE PLAN
Ci M0
Sheet: 1 of 1
r� o
96Z
Q Top of mulch to 1" below top of Steel edging.
Steel edging 2" above L
2" layer Shredded red bark mulch
finished grade.
BLOCK 1 LOT 5-A
FOUR AGS INVESTMENTS L.L.C. — o w
_...
is -
/
N
5937/115—
U
E
Revisions
BY
April 29, 2005
AKH
May 16, 2005
AKH
July 22, 2005
AKH
Nov 1G 2005
AKH
of
—
/
9.675 Ac
Graee or
other
ZONED C-1 - - - — -UE material (see plan). /��j�j/�� ����E OF rF���
UE- UE -""_...---UE — _ — ---�- Q\\//i\��i�������j/�i�/�/Rototill exieting soil to a 6-10" =
�,_UE--- — _ - N i�/�����/�/ depth. Add 2 parts black So a
UE-'- -WJE _ _ _ ° hummu5,1 part Sand. Lightly till 0.......... .... .......A
_---
_ — w
Into soil. Crown to center.
UE--- E-�- — — — "" N ` 0 900.40
. 1900 0
UE UE I Q SHRUB PLANTING ,�.�
o �C S��
UE---- UE------_ - - - - ---� SCALE: NOT TO SCALE ���,; gENPRG:'�
o Q 3
PHASE I
❑ o BUILDING A ' w SPREAD
6000 Sf RetailPLANT 50 Q
\ ❑BALL ISEVEN AT TOP OF WITH THE ROOT
MODEL 4H 6 -UNIT BICYCLE
RACK BY BERG OR EQUIV.w LOCAL BENCHMARK FINISHED GRADE O
NE UNIT PER BUILDING
MIN. 3' CLEAR FRONT & BACK Q TOP OF FIRE HYDRANT PAINT ALL CUTS OVER I" DIA. •
ELEV. 298.42
PHASE I
BUILDING B 2 STRAND TRISTED 12 GUAGE r /\ B
cb
9000 Sf Retail Q GAL. WIRE ENC
ASE
D
IN V DIA.
AE E AE RUBBER HOSE
sewAE AE AE AE AHARDWOOD STAKES I
b411-3 STAKES 2 X Z,wBUILDING C DRIVEN (MIN. 18") FIRMLYV
�? INTO SUBGRADE PRIOR u
ZON oo� 6000 Sf Retail p . O """' TO BACKFILLING FORM = 8
SAUCER
8 '• O W STAKE ABOVE FIRST BRANCHES s O
O Q OR AS NECESSARY FOR FIRM MULCH Z
r p
SUPPORT s
\ \,N
(.�
_ -.— w SII IL :: :•: T mil- A
w
1/2" IRF SPECIFIED PLANTING MIX
�N��SON W WATER & TAMP TO
N�� 11a12�� W w SS _ REMOVE AIR POCKETS
Q0 SS
-f
O
w - w __Iss SS / N 35°3650 W 149 NOTE.
ZONE R - -� -_ w W -� SS SS STAKING AS REQUIRED 2 X BALL DIA.
W _ ..---- SS
SS ,,.......----- SS
uffer Wall TREE PLANTING - VERTICAL STAKES
ES ' Min 6tall mae ry
5p,FtN — — r SCALE: NOT TO SCALE a
GPRR 2 O�0
10
G'1 �+ _
20 \ FUTURE FU URE w a z� 4.4
\ PHASE II PHAPAD SITE 0 3
?i PAD SITE
40 aD
Ys, _
BLOCK 1 LOT 5-11 'V Q = NOTE:
O
N FOUR AGS INVESTMENTS, L.L.C. N
\ 0.8401Ac \ N 0O� O �O STAKE TO FIRST BRANCHES
T O , AS NECESSARY FOR °
ZONED C-1 ' Q� J' W FIRM SUPPORT
O� �Q" Q WIRE SHALL NOT TOUGH %� g
G Q OR RUB ADJACENT
Q -TAKES
\0 A TRUNKS OR BRANCHES
��' V��� DRIVEN FIRMLY OA MOD � IMUM OF •
18" INTO THE SUDGRADE (�
PRIOR TO BACKFILLING ffi
N.. 'V (/� c
o _-- ' ��ee 2 STRAND 12 GAUGE GALV.
WIRE TWISTED AND ENCASED
ONE C-1\ o 0 0 0 G
� \ �- 3" MULCH- IN RUBBER HOSE 6 - 9 ;
N FROM TOP OF STAKE .�..I
W AES--�''�_AE FORM SAUCER WITH 2 WIRE SUPPORTS SHALL BE
f _4USED ON MAIN STRUCTURAL
3 CONTINUOUS RIM U °
\ O - - I..p,E 1 BRANCHES 4-J
- -
--��AE 111- I I—lel 1
SPECIFIED PLANTING MIX
149.88 WATER & TAMP TO - �j 1--11
"IRF AE IF A W W W REMOVE AIR POCKETS I I -I 11-11(
N 29°41'04" W 259. W W W W W W W j/
W W W W _, , ,� I I� 11=1"
ga
W W W W W W W z x BALL DIA. I-+
LDrylaidW
Keystone °
Brick Paver,
Brick Red or MULTI -TRUNK TREE STAKING
ApprovedNDSCAP P
- Equivalent __ - - SCALE: NOT TO SCALE
_ --- _
SCALE.
30' 60' 90'
PLANT LEGEND AND POINTS PROVIDED
- o
21 Cedar Elm 2.5"-3.0" Cal 150 2700
Ulmue craeeifolia
NOTE5: 46 Crape Myrtle min. 1.25" cal/6' tall 40 1840
1. All areas will be covered by an automatic irrigation system (an irrigation plan will be submitted before the C.O. i5 REQUIRED POINT CALCULATIONS REQUIRED B 0 BUFFER CALCULATIONS Lageretromia indica
granted).
2. Areas disturbed during construction Shall be repaired and overseeded to return turf coverage.
3.5oil preparation Guidelines: Site Developed Area 174895 of / 1000 x 30 = 5247 Landscape Points Buffer Wall Distance 200' 0 31 Wax Myrtle min. 1.25" cal/6' tall 40 1240
50% Native Soil Streetscape Pointe 497' total frontage / 50 x 300 = 2982 Streetscape points Buffer Canopy Trees Rev'd: 200 ft/25 — 8 Canopy Trees Myrica cerifera
25% Compost Buffer Non -Canopy Treee Req'd 200 ft/ 15 = 14 Non -Canopy Treee
25% Brick Sand Tota( Pointe Required 8229 points
136 Compact Nandina 5 gal (min. 3' tall) 10 1360
4. All landscape areas where Surface to not indicated as ground cover shall be covered by turf grass. BUFFED TREES PROVIDED Nandina ciomeetica 'Compacta'
5. 100% coverage of ground cover, decorative paving, decorative rock or perrenial grass is required in parking islands, REQUIRED STREET5CAPE TREES
swales and drainage areas, the parking lot Setback, rights-of-way and adjacent property disturbed during construction. Buffer Canopy Treee Provided 8 Canopy Treee O 127 Indian Hawthorne'Snow"5 gal 10 800
6. All lantin mixed shall be 2 arts black hummus,1 art brick Sand tillled into or mixed with native Soils to the 314' Wellborn Road Frontage / 25 = 13 Treee Buffer Non -Canopy Treee Provided 14Non-Cavo Treee
p g p p py py Rhapieolepie indica
Specified depth. 183' Soutweet Parkway Frontage / 32 = 6 Trees
7. Beds by parking lot closest to west property line are outlined in steel edging as shown. \1/I` 47 Dwarf Burford Holly 5 gal 10 470
Required 18 Trees �/P Ilex cornuta 'Burfordii'e Treee Re
8. 3 earthern berms form screen between parking lot and Wellborn Road on southern edge of site. Total 5treeteca p a
9. Planting in the Buffer Yard is not included in point calculations.
10. Plants used to screen the parking along Southwest Parkway must be a min. 3' high.
Aeian Jamine Groundcover 1 gal 0
Trachieoepermum aeiaticum
Total Pointe, Provided 8410 pte
nM ni-%nnn 4 4 n4 .0%A AAA r1_-. —- f1A nn .. n/'
DRAWN
AKH
CHECKED
DATE
April 11, 2005
SCALE
111=81 - 0"
JOB NO.
SHEET
L 1
OF
SPREAD
MULCH
STAKING AS REQUIRED
2 X BALL DIA. 1
Bavidwn
BY
Apdl 29. 2005
AM
May 16, 2005
AM
J* 2% WN
AM
ov 20,
Nov 17,2=
AM
=J
TREE PLANTING - VERTICAL STAK
SCALE: NOT TO SCALE
-Ar__ AE— SPECIFIED PLANTING MIX
WATER & TAMP TO
N 2V41
W
W
2" X 2" HARDWOOD STAKES
DRIVEN FIRMLY A MINIMUM OF
18' INTO THE SUBGRADE
PRIOR TO BACKFILLING
2 STRAND 12 GAUGE GALV.
WIRE TWISTED AND ENCASED
IN RUBBER HOSE 6 - 9'
FROM TOP OF STAKE
2 WIRE SUPPORTS SHALL BE
USED ON MAIN STRUCTURAL
BRANCHES
rylaid 2 X BALL DIA.
Keystone Brick
Paver,Brick DSCAP P
Red or
Approved SCALE: 9, 30' 60' 901
Equivalent MULTI–TRUNK TREE STAKING
SCALE: NOT TO SCALE
PLANT LEGEND AND POINTS PROVIDED
NOTES:
1. All areas will be covered by an automatic irrigation system (an irrigation plan will be submitted before the C.O. 29 Cedar Elm 2.5"-3.0" Cal 150 4350
is granted). Uimus crassfiblia
2. Areas disturbed during construction shall be repaired and overseeded to return turf coverage.
3.Soll Preparation Guidelines: 46 Crape Myrtle min. 1.25" cal/6'tall 40 1840
50% Native Soil REQUIRED POINT CALCULATIONS REQUIRED BUFFER CALCULATIONS 0 Lagerstromia indica
25% Compost
25% Brick Sand Site Developed Area 183,901 sf 1000 x30 = 5518 Landscape Points Buffer Wall Distance 200' cal/6 tall 40 1200
30 ax Myrtle min. 1-25.
Myrica
c
f
N4 All landscape areas where surface is not indicated as ground cover shall be covered by turf grass. Streetscape Points 497' total frontage / 50 x 300 = 2982 Streetscape points er
Buffer Canopy Trees Req'd: 200 ft/25 = 8 Canopy Trees a ce a
100% coverage of ground cover, decorative paving, decorative rock or perrenial grass is required in parking Buffer Non -Canopy Trees Req'd 200 ft/ 15 = 14 Non -Canopy
Total Points Required = 8500 points Trees
islands, swales and drainage areas, the parking lot setback, rights-of-way and adjacent property disturbed during 182 Compact Nandina 5 gal (min. 3' tall) 10 1820
construction.
BUFFER TREES PROVIDED Nandina domestica 'Compacta'
6. All planting mixed shall be 2 parts black hummus, 1 part brick sand Wiled into or mixed with native soils to the REQUIRED STREETSCAPE TREES
specified depth. 31,VWellborn�ndian Hawthorne'Snow" 5 gal 10 1*
7. Beds by parking lot closest to west property line are outlined in steel edging as shown. Weborn Road Frontage / 25 = 13 Trees Buffer Canopy Trees Provided 8 Canopy Trees (136 Buffer Non Canopy Trees Provided 14 Non -Canopy Trees
8.3' earthern berms form screen between parking lot and Wellborn Road on southern edge of site. 183' Soutwest Parkway Frontage / 32 = 6 Trees apieolepis indica
9. Planting in the Buffer Yard is not included in point calculations. Asian Jamine Groundcover 1 gal 0
19. Plants used to screen the parking along Southwest Parkway must be a min. 3' high. Total Streetscape Trees Required = Trees
0)100% coverage of groundcover, decorative paving, decorative rock (not loose), or a perennial grass is Trachelospermum asiaticum
required in parking lot islands, swales and drainage areas, the parking lot setback, rights-of-way, and adjacent
property disturbed during construction. Total Points Provided 10,"o pts
12.A reduced Pressure Principle Back Flow Device, Or a Double Check Back Flow Device Installed and tested
as per City Ordinance 2394.
DMWN
AM 71
CHECIM
DAM
Navemba 17,2=
SC=
Veda
JOB NO.
SHM
1 OF 2
_J
LJLJ
>
Ln *0
00-0)
,®r
fl -
3
TREE PLANTING - VERTICAL STAK
SCALE: NOT TO SCALE
-Ar__ AE— SPECIFIED PLANTING MIX
WATER & TAMP TO
N 2V41
W
W
2" X 2" HARDWOOD STAKES
DRIVEN FIRMLY A MINIMUM OF
18' INTO THE SUBGRADE
PRIOR TO BACKFILLING
2 STRAND 12 GAUGE GALV.
WIRE TWISTED AND ENCASED
IN RUBBER HOSE 6 - 9'
FROM TOP OF STAKE
2 WIRE SUPPORTS SHALL BE
USED ON MAIN STRUCTURAL
BRANCHES
rylaid 2 X BALL DIA.
Keystone Brick
Paver,Brick DSCAP P
Red or
Approved SCALE: 9, 30' 60' 901
Equivalent MULTI–TRUNK TREE STAKING
SCALE: NOT TO SCALE
PLANT LEGEND AND POINTS PROVIDED
NOTES:
1. All areas will be covered by an automatic irrigation system (an irrigation plan will be submitted before the C.O. 29 Cedar Elm 2.5"-3.0" Cal 150 4350
is granted). Uimus crassfiblia
2. Areas disturbed during construction shall be repaired and overseeded to return turf coverage.
3.Soll Preparation Guidelines: 46 Crape Myrtle min. 1.25" cal/6'tall 40 1840
50% Native Soil REQUIRED POINT CALCULATIONS REQUIRED BUFFER CALCULATIONS 0 Lagerstromia indica
25% Compost
25% Brick Sand Site Developed Area 183,901 sf 1000 x30 = 5518 Landscape Points Buffer Wall Distance 200' cal/6 tall 40 1200
30 ax Myrtle min. 1-25.
Myrica
c
f
N4 All landscape areas where surface is not indicated as ground cover shall be covered by turf grass. Streetscape Points 497' total frontage / 50 x 300 = 2982 Streetscape points er
Buffer Canopy Trees Req'd: 200 ft/25 = 8 Canopy Trees a ce a
100% coverage of ground cover, decorative paving, decorative rock or perrenial grass is required in parking Buffer Non -Canopy Trees Req'd 200 ft/ 15 = 14 Non -Canopy
Total Points Required = 8500 points Trees
islands, swales and drainage areas, the parking lot setback, rights-of-way and adjacent property disturbed during 182 Compact Nandina 5 gal (min. 3' tall) 10 1820
construction.
BUFFER TREES PROVIDED Nandina domestica 'Compacta'
6. All planting mixed shall be 2 parts black hummus, 1 part brick sand Wiled into or mixed with native soils to the REQUIRED STREETSCAPE TREES
specified depth. 31,VWellborn�ndian Hawthorne'Snow" 5 gal 10 1*
7. Beds by parking lot closest to west property line are outlined in steel edging as shown. Weborn Road Frontage / 25 = 13 Trees Buffer Canopy Trees Provided 8 Canopy Trees (136 Buffer Non Canopy Trees Provided 14 Non -Canopy Trees
8.3' earthern berms form screen between parking lot and Wellborn Road on southern edge of site. 183' Soutwest Parkway Frontage / 32 = 6 Trees apieolepis indica
9. Planting in the Buffer Yard is not included in point calculations. Asian Jamine Groundcover 1 gal 0
19. Plants used to screen the parking along Southwest Parkway must be a min. 3' high. Total Streetscape Trees Required = Trees
0)100% coverage of groundcover, decorative paving, decorative rock (not loose), or a perennial grass is Trachelospermum asiaticum
required in parking lot islands, swales and drainage areas, the parking lot setback, rights-of-way, and adjacent
property disturbed during construction. Total Points Provided 10,"o pts
12.A reduced Pressure Principle Back Flow Device, Or a Double Check Back Flow Device Installed and tested
as per City Ordinance 2394.
DMWN
AM 71
CHECIM
DAM
Navemba 17,2=
SC=
Veda
JOB NO.
SHM
1 OF 2
,w . ,....
IRRIGATION INSTALLATION NOTES
_Redd=
BY
Ap& 29, 2005
AKH
May 16, 2005
ATH
July 22, Zoos
AKH
Nov
Nov 17, 2008
AKH
I - w I---- I _1P1 - ! �� -�
1. Nozzle all heads according to location to -1,;-
" .°s F_ej.
limit overspray on structures, paved surfaces & automobiles« ° 4 sggm
_ � � `� 2. All sleeves shown are the responsibility of the g � ggg° 84 nsmm 44'ggg
� -- --
w 1900 g�
ap: �J_" W��-4 "
, Landscape Contractor and shall be installed and marked at the time of concrete m
,t-€aCEN 40
J_ M a s wca installation AXg
M.. c.1.
3. Irrigation system shall be installed by an Irrigator with a valid license issued by the State
Cca.a �»
an
j0I w•�.",.�.. ,M.....,. °a44
� o exas an Imp emenIed according to local and state codes, restnctlons & regulations
4f__ t— Q" 0 � � 4. All turf areas are to have pop-up type spray heads
SS
w w ... W . N P P P µ t S S 5. Irrigation system shall have a proper backflow device approved by local and state
SS SS SS
'� .._ � � _ �~ w, � codes installed and tested by a licensed Backflow Tester with a valid license issued by the
0.42 g _ C—F
- State of Texas
.42
0.88 0.88
8H
SH
47
0.
� a.r
0.4
} e" o"
0.4
NOTE:
10Q
- - - -
0.42
— 4' IRRIGATION SLEEVE TO BE INSTALLED
— FBDVENYLOCATION OFE�OSM111IGAWN29EVE
RUNFrOANDWMMMAS1�T07ENFOEIMSING$M M
MATCH WAD TtM PRBCrffA ON RATE TO DO M SV3IFM
DO NOT EXCEED 5 FEET PER SECOND WATER
VELOCITY
O
6. An automatic irrigation timer shall be installed according to system needs and in;
accordance with manufactures specifications #
8 1'
7. A rain shutoff device/sensor shall be installed in accordance with manufactures
w w
specificationsLn
8. All heads within irrigation system shall be installed using the "head-to-head" spacing N
method � O m �'
co
V
9 All underground wiring connections shall have a "dri-splice" wire cap connector 0
O
10. All wiring shall be direct burial cable
11. Only one automatic control valve shall be installed per valve box y I ,
12. All sprayers within the system shall be nozzled and timed to a matched precipitation
DO
rate with entire irrigation system
1
13. All sprayers and rotors next to paved surfaces or have more than 30" difference in
grade shall have a checkvalve installed in the head
e
13. All sprayers shall be installed minimum a Irnmum of 2 off of paved surfaces and edges
14. All water velocity throughout irrigation system should not exceed 5 feet per second.
15. PVC pipe shall be "welded" together using a hot glue such as "Christie's Red Hot Blue e m
Glue" and is not to be applied to the female bell end of the pipe during installation #'
16. A reduced Pressure Principle Back Flow Device, Or a Double Check Back Flow Device 44
Installed and tested as per City Ordinance 2394.
'E3ION ou
FOR PARKING .ADDITION
S CALE: 8' 1 G' 24' -
/ 1 &24" COILED WIRE
NOTES:
KING DRI -SPLICE 1. INSTALL VALVE BOXES WITH A MINIMUM OF 12" SPACING
WATERPROOF CONNECTORS (2) OR AS CITY/MANUFACTURE SPECIFICATIONS REQUIRE.
WHICH
BRICK SUPPORTS (4) INLINE WYE FILTER WITH 12" AUTOMATIC MASTER VALVE IS GREATER.
OR AS NEEDED TO HOLD PRESSURE REGULATOR SET AT 45 PSI HUNTER PGV 101G -S 2. USE ONE ITEM PER BOX.
VALVE BOX TO FINISH GRADE NETAFIM HIGH FLOW MODEL#PRV15045V2K 3. USE BRICKS TO BLOCK VALVE BOXES AND SET
DOUBLECHECK VALVE ASSEMBLY OR CITY APPROVED SUBSTITUTE LEVEL TO GRADE.
STANDARD METER BOX 4. INSURE WORKING ACCESS TO ITEMS FROM VALVE BOX LID
FEBCO $SO OR CItY APPROVE)SUBOM OPENING.
STANDARD METER BOX 1" BALL VALVE
RNSH GRADE -� FINISH GRADE 10" ROUND VALVE BOX EXISTING METER BOX
FIELD VERIFY BACKFLOW DEVICE MEETS
OR EXCEEDS CITY OF COLLEGE STATION
REQUIREMENTS
JUMBO METER BOX WITH LOCK —
1 VALVE PER BOX ONLY
REMOVE HANDLES AFTER INSTALLATION -
O� POINT OF CONNECTION
ASSEMBLY DETAIL
NOT TO SCALE
DOUBLE CHECK VALVE ASSEMBLY
FINISH GRADE
INLINE WYE ROER
FINISH GRADE -
AUTOMATIC MASTER VALVE
DIREC710N OF WATER RAW
FINISH GRADE
NATr W -F&
Ptps'OM
MANUAL SHUTOFF VALVE I WATER MM
•�a
DRAWN
AM
CIMCKID
DATE
November 17, 2008
SCALIM
Vada
JOB NO.
SHSBt'
2 OF 2
Revl�iotr
BY
Apdl 29, 2005
AKH
My 16, 2005
AKH
J* 27t 2005
AKH
Now 16,2005
Nov 17, 2008
AKH
AKH
01.
SUPPORT
C*19=5=1787L��'
:
SPECIFIED PLANTING MIX—
WATER & TAMP TO
REMOVE AIR POCKETS
I..� . 1
--------------------
r...a MIX
SPECIFIED PLANTING
" WATER & TAMP TO —
N 41'x" W w w w w w w w w wI FE
w w w w w— REMOVE AIR POCKETS — — — —
° `~ w w
w w w
W w -- w w w — w ____._ w w w w w
w w w w w w w —
w w w w w w w w w w
rid 2X BALL DIA.
Keystone Brie
Paver, Brick DSCAP P
Red or
V C1 1J_1� • 0 30' 60' 90' -
pavd MULTI—TRUNK TREE STAKING
Qk Equivalent
SCALE: NOT TO'SCALE
PLANT LEGEND AND POINTS PROVIDED
NOTES:
o
1. All areas will be covered by an automatic irrigation system (an irrigation plan will be submitted before the C.O.
is granted).
2. Areas disturbed during construction shall be repaired and overseeded to return turf coverage.
3.Soil Preparation Guidelines:
50% Native Soil
25% Compost
I
REQUIRED POINT CALCULATIONS
REQUIRED BUFFER CALCULATIONS
25% Brick Sand
Site Developed Area 183,901 sf / 1000 x 30 = 5518 Landscape Points
Buffer Wall Distance 200'
4. All landscape areas where surface is not indicated as ground cover shall be covered by turf grass.
Streetscape Points 497' total frontage / 50 x 300 = 2982 Streetscape points
Buffer Canopy Trees Req'd: 200 ft/25 = 8 Canopy Trees
5. 100% coverage of ground cover, decorative paving, decorative rock or perrenial grass is required in parking
Buffer Non -Canopy Trees Req'd 200 ftl 15 = 14 Non -Canopy Trees
islands, swales and drainage areas, the parking lot setback, rights-of-way and adjacent property disturbed during
Total Points Required = 8500 points
construction.
6. All planting mixed shall be 2 parts black hummus, 1 part brick sand billed into or mixed with native soils to the
REQUIRED STREETSCAPE TREES
BUFFER TREES PROVIDED
specified depth.
7. Beds by parking lot closest to west property line are outlined in steel edging as shown.
314' Wellborn Road Frontage / 25 = 13 Trees
g
Buffer Canopy Trees Provided 8 Canopy Trees
Buffer Non -Canopy Trees Provided .14 Non -Canopy Trees
8.3' earthern berms form screen between parking lot and Wellborn Road on southern edge of site.
183' Southwest Parkway Frontage / 32 = 6 Trees
9. Planting in the Buffer Yard is not included in point calculations.
10. Plants used to screen the parking along Southwest Parkway must be a min. 3' high.
Total Streetscape Trees Required = 19 Trees
11.100% coverage of groundcover, decorative paving, decorative rock (not loose), or a perennial grass is
required in parking lot islands, swales and drainage areas, the parking lot setback, rights-of-way, and adjacent
property disturbed during construction.
12.A reduced Pressure Principle Back Flow Device, Or a Double Check Back Flow Device Installed and tested
as per City Ordinance 2394.
"\_� Ulmus crassifolia
0 46 Crape Myrtle min. 1.25" cal/6' tall 40 1840
Lagerstromia indica
30 Wax Myrtle min. 1.25" cal/6' tall 40 1200
Myrica cerifera
182 Compact Nandina 5 gal (min. 3' tall) 10 1820
Nandina domestica 'Compacta'
O 148 Indian Hawthome'Snow" 5 gal 10 1480
Rhapieo/epis indica
Asian Jamine Groundcover 1 gal 0
Trachelospermum asiaticum
Total Points Provided 1'o;O'90 pts`
t �
p � r"PA s
r
DRAWN
AM
cHH00M
DATE
November 17,2W6
SCALE
Varies
JOB NQ
sHM
1 OF 2
V ;0 +
;0
RF
;0
IRRIGATION INSTALLATION NOTES
Revillbo
BY
AptA 29, 2005
AKH
May 16,2005
AKH
J*22,2005
AKH
Mow 16.2005
Nov 17, 2008
1 AXHj
___VON 1. Nozzle all heads according to location to OF
;0
----Oaf limit overspray on structures, paved surfaces & automobiles
2. All sleeves shown are the responsibility of the
W
Landscape Contractor and shall be installed and marked at the time of concrete
0
CEN
Gj
installation
7 3. Irrigation system shall be installed by an Irrigator with a valid license issued by the State
,� �, .s a � � �~ w- T of Texas and implemented according to local and state codes, restrictions & regulations
t
�
0 4. All turf areas are to have pop-up type spray heads�o ss
W S5
P S5 SS 5. Irrigation system shall have a proper backflow device approved by local and state
SS
SS
SS
t 10Q
OQ 42 --SS-- codes installed and tested by a licensed Backflow Tester with a valid license issued by the
0.42
C.; _ SS SS State of Texas 0 0
SS V_
W P 0 SS 6. An automatic irrigation timer shall be installed according to system needs and in
0 SS
0 0 .42 SS
OQ
0.42 __SS__SS
10HC4
0 0/_ SS V 10H 0.88 accordance with manufactures specifications
0 1�ssoee
8H 7. A rain shutoff device/sensor shall be installed in accordance with manufactures
.4
0 SS SH
0.4 Ln
specifications
------- 10H
OH b.88
A7
M SH 8. All heads within irrigation system shall be installed using the "head-to-head spacing
method
SQ 00
0
24 9. All underground wiring connections shall have a "dri-splice" Wire cap connector
OA2 0)
10. All wiring shall be direct burial cable ,� g
- I I 11. Only one automatic control valve shall be installed per valve box
4' IRRIGATION SLEEVE TO BE INSTALLED
12. All sprayers within the system shall be nozzled and timed to a matched precipitation
C) ONCIFEXIIIIM1111111110MMUME DO
IM FM AM VIREAS NEWEID TOTE WO W" SMW
3: MATCH WADwmrate with entire irrigation system
U�
3 DO NOT 8EwKffCAxE*EwDE T50RFEET PER SECOND WATER 13. All sprayers and rotors next to paved surfaces or have more than 30" difference in
X
VELOCITY
grade shall have a checkvalve installed in the head
amt w OAS OAS
GAS
1
OAS T 0.67 67 13. All sprayers shall be installed a minimum of 2" off of paved surfaces and edges
2Q
14. All water velocity throughout irrigation system should not exceed 5 feet per second. NEW
0 15. PVC pipe shall be "welded" together using a hot glue such as "Christie's Red Hot Blue
012H Glue" and is not to be applied to the female bell end of the pipe during installation -
Im
a) 44
16. A reduced Pressure Principle Back Flow Device, Or a Double Check Back Flow Device
Installed and tested as per City Ordinance 2394.
-1 - -------- --- ----------- ....... ............... - ...................... .... ............
10H
SH
44 0.41
8H
0.4
8Q
0.24 0
------------
24
------------ ........... ...................... -
SAWCUT
ION j.AY0
FOR PAR1UNG1 ADDITION
S C -A-L _E: 0 81 16 24'
1&24" COILED WIRE NOTES:
KING DRI-SPUCE 1. INSTALL VALVE BOXES WITH A MINIMUM OF 12" SPACING
WATERPROOF CONNECTORS (2) OR AS CITY/MANUFACTURE SPECIFICATIONS REQUIRE.
WHICH
BRICK SUPPORTS (4) INLINE WYE FILTER WITH 12" AUTOMATIC MASTER VALVE IS GREATER.
OR AS NEEDED TO HOLD PRESSURE REGULATOR SET AT 45 PSI HUNTER PGV101G-S 2. USE ONE ITEM PER BOX.
VALVE BOX TO FINISH GRADE NETAFIM HIGH FLOW MODEL#PRV15045V2K 3. USE BRICKS TO BLOCK VALVE BOXES AND SET
OR CITY APPROVED SUBSTITUTE LEVEL TO GRADE.
DOUBLECHECI(VALVEANDABLY STANDARD METER BOX 4. INSURE WORKING ACCESS TO ITEMS FROM VALVE BOX LID
W"MORCITY APPROVEDIUBSIM OPENING.
STANDARD METER BOX I" BALL VALVE
RNISH GRADE FINISH GRADE
10" ROUND VALVE BOX EXISTING METER BOX
METER BOX WITH LOCK
NOTE: JUMBO I VALVE PER BOX ONLY-_____�_�--,
FIELDVERIFY BACKFLOW DEVICE MEETS REMOVE HANDLES AFTER INSTALLATION
OR EXCEEDS CITY OF COLLEGE STATION
REQUIREMENTS
O� POINT OF CONNECTION
ASSEMBLY DETAIL
DOUBLE CHECK VALVE ASSEMBLY
FINISH GRADE
FINISH GRADE, - FINISH GRADE
AUTOMATIC MAM VALVE
D1REcnONOFWA7ERRAW
MANUAL SHUTOFF VALVE
`NATER fAM-6
PIRUMIED
WA7ERMEIER
1 4 R
00 DRAWN
ABS
CBEX3=
DATE
Novembw 17,2=
SCUE
vain
JOB Na
BEIM
2 OF 2