HomeMy WebLinkAboutDrawingsf
Yn{
fNt \ \
`g-7
GPy Arrington Road
80' ROW
a�
120'
GpS 'aSL: :^ F�: j•?'t"....r.r _ a
W-6
i
y�r.'^.t,}n :' t4Y•r~y�' —_ W-6 — r r---- W--12
F r
. s
12
IRRIGATION
-y
�:�• ,,:r_�s[�••°•� METER � !' � • ,,
f J' �/ YY::•i;'ir-r. AA
r r r
f.'^,'L� 2' • �� r r r
Yom•. r r r x r` r
,� f • : r r
.v •
r
rd I
r v. r xY r r
..�: �?" / x` . b• r � r �. r` `• x
r"�: '• r (�, r
as�r� il' � x r r r ,,, �' `�•' '. r r r� x f'"
r Nhh••. x x / x'.
r` SOUTHBRATAON
OT UNTY
�
,,,i'+°'` / r• FF=294.$ .. ` • x
• °' 2,000 S.F. r r r r r
�'i ;';sln ,y • ` BUILDING HEIGHT=231 • • • / •f;
j,..S �..�'•• r .. r • r
_ w'?`j. x x a x r r x r r /r r .i•1
S.. ( / I x x• • r ` • r � r rrr r r r / / +jr
xr r r r •rr r j
r r x r r r r r r
x r r r r r .sem
�. r r r r• �. x
r rr r r x r/
• ` • ` rr • ` r r ` x / / ^'L
x •` r x r x r`•
r ` r ` r r ` r r� / / s t" r,• 'F i. f
s
12 \
\ \ \j6 M �\
_ �2
_ \ M
\ \ \ 6
SYMBOL SIZE NAME & TYPE QUANTITY POINT VALUE TOTAL POINTS
U
0
E
2.1 "-3.4" CAL
2.0" & LARGER
21 "-3.4" CAL
5 GAL
LIVE OAK
(Quercus virginiana)
CANOPY
CHINESE PISTACHE
(Pistacia chinensis)
CANOPY
WAXLEAF LIGUSTRUM
(ligustrum japonicum)
SHRUB
1
3
3
2
47
" t k COMMON BERMUDA TURF - HYDROSEED OR SOD
DISTURBED AREA LIMIT
150
STREETSCAPE
150
STREETSCAPE
10
150
450
450
300
470
TOTAL: 1,820
POINTS PER PROJECT AREA:
r `r x• r r• r r r ,
39,204 SQUARE FEET OF SITE AREA
rr ` rx r ` ,, r•/� r r
• • ` r ` '_ / 39,204 SF 11,000 = 39.2
` ,y • ` • ` Yr 39.2 x 30 = 1,177 POINTS (MIN. 50% ON CANOPY TREES -•589 POINTS)
• •r r / r ` / +. STREETSCAPE:
(120'-25') / 25 = 3.80 CANOPY TREES
r r • E's
r r r
lr
r • / r
ADDITIONAL LANDSCAPE POINTS:
r K
((120'-25') / 50) x 300 POINTS = 570 POINTS
r• �` rr `/ x / / t'' TOTAL POINTS REQUIRED: 1,747 POINTS
` rr `• ; r / xx r / TOTAL POINTS PROPOSED: 1,820 POINTS (1,350 POINTS FROM CANOPY TREES = 74%)
` ►r r r • r r / /
:.
AMOUNT OF SOD OR SEEDING: 31,533 SQUARE FEET
` r rbc•-,. - - _ —. _
PHASE 2
r x r
r V
r • x r • /
r
r ` ` r` � / c �• :ilL
s
r
it r• r r x r � :z,' <%yca, /
r ;
r r ,,/{,%fr r eq�, tai.: �v::f• ?,7 /
r x r r
.lry
r r :'•t l
r
r 7
� GENERAL NOTE:
r `4J • `,,
: $• ^ �1, sr'M • y'J Vv
r � _ � t •�, r• /� 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING,
t
r f -'. a,(' � .. • .. J �
DECORATIVEROCK NOT LOOSE OR A PERENNIAL GRASS IS
r r x �x r•r:�,,',;J���.,,,,,: �
r
r .. / / < , �a�z•••:.:_• `. a�i /
REQUIRED IN PARKING ISLANDS SWALES AND DRAINAGE AREAS,
r .. Q ,
f[�
` ` / r•*.' � � �:�:t�:`'�'%:•e' THE PARKING LOT SETBACK RIGHTS-OF-WAY AND ADJACENT
20 10 0 20r ` r / :;�;,:r:fi;,
` • .;.;•;; / � PROPERTY DISTURBED DURING CONSTRUCTION.
SCALE IN FEET
r � /
IRRIGATION SYSTEM NOTES:
•`r, `ter ( / �1
1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTINGS WILL BE
r r r r
CERTIFICATE OF
INSTALLED BY A CERTIFIED INSTALLER BEFORE A CE R
` ` s
• r r r ., • s� /
r
OCCUPANCY IS ISSUED.
rr •` rr •` ` F r \ \ / // ��/
2. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A
PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE
• 5'
r r
r \ / BACK FLOW DEVICE OR A DOUBLE-CHECK BACK FLOW DEVICE,
r • ` ` \ \ `r / `�� AND INSTALLED AS PER CITY ORDINANCE 2394.
3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON
y xr r r {j1 r 5,6/ INSTALLATION AS PER CITY ORDINANCE 2394.
� /
r r • r r \ / � 5,6 / / /
r ` r r ` • r / V's /
r � rr � •� r r ws16
r r r�• \ \ � `k` /
aA
ian
r +y
r
r
4 p
/
h Itz Engineering, LLG.
2730 Longmire, Suite A
College Station, Texas 77845
979.764.3900 TBPE NO. 12327
SUR�,EYED DESIGNED DRAWN APPROVED JOB NO. DATE
KE1RR JPS RCF JPS 12-197 JUNE 2012
i�111111111i
FIRE STATION
GREENS PRAIRIE CENTER, PHASE 3
BLOCK 3, LOT IR - COLLEGE STATION, TX
1,ANDSCAPL 'i
s]
{W,a H i s
pp {
ZIP
y
SCALE
VERTICAL N/A
HORIZONTAL 111=20'
PLOTTING SCALE: 1:1
FILE NAME: 12-197
®SITE
LAYOUT•D3 •
�. �.
J
h Itz Engineering, LLG.
2730 Longmire, Suite A
College Station, Texas 77845
979.764.3900 TBPE NO. 12327
SUR�,EYED DESIGNED DRAWN APPROVED JOB NO. DATE
KE1RR JPS RCF JPS 12-197 JUNE 2012
i�111111111i
FIRE STATION
GREENS PRAIRIE CENTER, PHASE 3
BLOCK 3, LOT IR - COLLEGE STATION, TX
1,ANDSCAPL 'i
s]
{W,a H i s
pp {
ZIP
y
SCALE
VERTICAL N/A
HORIZONTAL 111=20'
PLOTTING SCALE: 1:1
FILE NAME: 12-197
LEGEND
.. ��
T PROPERTIES, L.P. ,
--- -_' APPROXIMATE
\ \ / �- X4.993 ACRE TRACT
�� LOCATION OF EXISTING � t
_ ���-� \ 6073/284
.�--304---- ATMOS -GAS LINE `�w f' � \ � \ �)
\ FIELD VERIFY LOCATION
GREENS PRAIRIE CENTER t 302
PHASE 2A \aj
T� 1
L , BLOCK 5 \ _-__--__—
�ZON C-1 \ -
/ \ 60 30 0 60 CoA i. •rte ( _^ - r, \
\ \
I
I
BOUNDARY
DSD
BUILDING FOOTPRINT
— —
— EXISTING EASEMENT
— —
BUILDING SETBACK LINE
RADIUS
ZONING LINE
®
DISTURBED AREA LIMIT
—i" --i
PROPOSED DITCH FLOW LINE
E
EXISTING OVERHEAD ELECTRIC
006'23'19"
SIGN
- - - - - -
- ADA ACCESSIBILITY
C2
ADA RAMP PRIVATE)
900.00'
ADA RAMP PUBLIC)
42.76'
EXISTING STORM PIPE
S45.22'28'E
PROPOSED STORM PIPE
®
PROPOSED GRATE INLET
❑
PROPOSED WATER METER
®
EXISTING STORM JUNCTION
C4
SAFETY END TREATEMENT
IN
EXISTING STORM INLET
515.45'
EXISTING SIDEWALK
53.10'39"E
PROPOSED SIDEWALK
PROPOSED CURB
W-6
EXISTING WATER, SIZE NOTED
W
PROPOSED WATER SERVICE
PROPOSED FIRE HYDRANT
¢
EXISTING GATE VALVE
_ S-8
EXISTING SANITARY SEWER, SIZE NOTED
S
PROPOSED SANITARY SEWER SERVICE
O
EXISTING SANITARY SEWER MANHOLE
•
PROPOSED SANITARY SEWER CLEAN OUT
T PROPERTIES, L.P. ,
--- -_' APPROXIMATE
\ \ / �- X4.993 ACRE TRACT
�� LOCATION OF EXISTING � t
_ ���-� \ 6073/284
.�--304---- ATMOS -GAS LINE `�w f' � \ � \ �)
\ FIELD VERIFY LOCATION
GREENS PRAIRIE CENTER t 302
PHASE 2A \aj
T� 1
L , BLOCK 5 \ _-__--__—
�ZON C-1 \ -
/ \ 60 30 0 60 CoA i. •rte ( _^ - r, \
\ \
I
I
' r •/ 1
% scALE\IN FEET , ..:=t 1 gto"a-wo \ \ \\\
1
APPROXIMATE
/ $ LOCATION OF EXI TIN r
ATMOS GAS LINE c _
1 - / FIELD VERIFY \
_, I \ ELECTRICAL
a
EASEMENT �
/ W
12 e 5356/17
UNE TABLE •_ • ,>g3' .. — — \ \ \ \ ' 20' WATER
_ X06/ ^ `x _"� 7L EXISTI G 12" 20' P. .E. ~ �y LINE
nELENGTH DIRECTION � � / ' �. �\ \
r WfiTERLINE (8830/ 4) 6 \ EASEMENT
0 �` \ (3989/13
7o.sa' s67 2T 1o.00'E / ,rLf: „/ j(WELL& RN SUD)
8.71' N42' 08' 41.50'E X06 �� 'p f 'i BUILDING / EXISTING 6
(
SETBACK 1 WATERLINE
' \
(WEL_BORN SUD)
\ � �
/ 1
`r /\ WrTS OF
WTURBANCE
APPROXIMATE +° \
LOCATION OF
ATMOS GAS LINE • � / / �0
FIELD VERIFY LOCATION �' / / C I 20' BUILDING
•" � / SETBACK � � \ \�\ ze$
Lot 1 5 / ,TING
"
.•` / r r/ \ _� >' 6
\
PROPOSED V1�h4TERLINE
SANITARY \\ \
P / / ' W LBO N
s� W �� L ,/ _/ o ✓ SEWER
SERVICE NNNNN
G zwJ
...• , . , r � � GAS / _._--------•'"_' ... _�.r 20 P.U.E. / / / \
------ " �/\ / (10490/136) /to
fir• d" . r.
NRAIRIE E N
P SE I
z9$/ /
LOT,, BLO 3 ' I
/
ZOne1�-o D A
/
.r • ., �0 to . � a'' / �/ / / / / / � .Ql a
00
cli
25' BUILDING.
3 _ — / \ SETBACK
Z Z UWS OF I /I <�1NORSHIP I j
�Z?ne - z 0 50' BUILDING / ° \' > , \ DISTURBANCE CENTS
`n / 20' P.U.E. / 0 N SETBACK' \ _ / / ss� ` 20' P.U.E.
J / / N 2 ars ` 8830 64
/7546 269 ! P.0 E. / I R ✓ t .:>f ( / )
20' BUILDING �Ir - — (95 0/32) 20 P.U.E.
/ SETBACK U Q �- — — — — — — — (8830/64) — _ I /
S-8 S-8 G g_ -- I s_s s s
8 S-8 ----- -S-8 S-8 9-s-7-
- f _s
W $ S— 8-S 8-S 9-S g -S _ '� _� \
W
— w — W — —w --- w— — w w w w� w-1 IA,N,S w w 9—s--�— s 9—s —�=s 9-s
-\-------- -- -- — —w-- w w— w W w
` 15' P.U.E. I ,N/F / -- VV--W—w--
--- w-. W—
—W W _ W W
3389 130 BRA TEXAS LAND l ExISTIN 8" — 1.:;:=a l
SEWER NE
EXISTING 16" ,DEVELOPMENT, LLC
/ WATER RN TRACT ONE
LINE 19. /
466 ACRE TRACT / C R�LI�R l
i - ►
� VOL. 8813, PG. 126
ZONED AO
NERAL NOTES: VICINITY 1 1 MAP+3'
1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING
UTILITIES AND
D
LINES WITHIN THE
PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST
TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING 8 ACILITIESHRS .OR
CALL 1-800-DIG-TESS.
2. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN / COLLEGE STATION 2010 STANDARD
SPECIFICATIONS FOR WATER, SEWER, STREETS Sc DRAINAGE.
3. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM SEWER, ETC.) SHOWN ARE TAKEN FROM
BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY
FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY
NOT REPRESENT AS -BUILT CONDITIONS.
4. PAVEMENT DEPTHS: 6" CONCRETE PAVEMENT IN FIRE LANES AND 5" IN ALL OTHER LOCATIONS.
5. LANDSCAPING AND IRRIGATION DESIGN Sc ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION
PLANS.
6. PARKING SPACE DIMENSIONS AND RADII WILL BE PROVIDED ON THE SITE PLAN, SHEET C2.
7. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 2005 FOR THE CITY OF COLLEGE STATION
AND FIELD SURVEY DATA.
8. SUBJECT PROPERTY IS CURRENTLY ZONED "A-0" AND "C-1".
9. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED
DEVELOPMENT ORDINANCE.
1 1
SITE LAYOUT MODIFICATIONS
DSD
Curve Table
MARK
REVISION
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
C1
100.35'
900.00'
006'23'19"
50.23'
100.30'
N56'30'3rE
C2
85.46'
900.00'
005'26'26"
42.76'
85.43'
S45.22'28'E
C3
572.81'
790.00'
041'32'38'
299.65'
P.O. Box 11995
66'33.07"E
C4
905.87'
760.00'
068'17'33"
515.45'
�560.34'
53.10'39"E
' r •/ 1
% scALE\IN FEET , ..:=t 1 gto"a-wo \ \ \\\
1
APPROXIMATE
/ $ LOCATION OF EXI TIN r
ATMOS GAS LINE c _
1 - / FIELD VERIFY \
_, I \ ELECTRICAL
a
EASEMENT �
/ W
12 e 5356/17
UNE TABLE •_ • ,>g3' .. — — \ \ \ \ ' 20' WATER
_ X06/ ^ `x _"� 7L EXISTI G 12" 20' P. .E. ~ �y LINE
nELENGTH DIRECTION � � / ' �. �\ \
r WfiTERLINE (8830/ 4) 6 \ EASEMENT
0 �` \ (3989/13
7o.sa' s67 2T 1o.00'E / ,rLf: „/ j(WELL& RN SUD)
8.71' N42' 08' 41.50'E X06 �� 'p f 'i BUILDING / EXISTING 6
(
SETBACK 1 WATERLINE
' \
(WEL_BORN SUD)
\ � �
/ 1
`r /\ WrTS OF
WTURBANCE
APPROXIMATE +° \
LOCATION OF
ATMOS GAS LINE • � / / �0
FIELD VERIFY LOCATION �' / / C I 20' BUILDING
•" � / SETBACK � � \ \�\ ze$
Lot 1 5 / ,TING
"
.•` / r r/ \ _� >' 6
\
PROPOSED V1�h4TERLINE
SANITARY \\ \
P / / ' W LBO N
s� W �� L ,/ _/ o ✓ SEWER
SERVICE NNNNN
G zwJ
...• , . , r � � GAS / _._--------•'"_' ... _�.r 20 P.U.E. / / / \
------ " �/\ / (10490/136) /to
fir• d" . r.
NRAIRIE E N
P SE I
z9$/ /
LOT,, BLO 3 ' I
/
ZOne1�-o D A
/
.r • ., �0 to . � a'' / �/ / / / / / � .Ql a
00
cli
25' BUILDING.
3 _ — / \ SETBACK
Z Z UWS OF I /I <�1NORSHIP I j
�Z?ne - z 0 50' BUILDING / ° \' > , \ DISTURBANCE CENTS
`n / 20' P.U.E. / 0 N SETBACK' \ _ / / ss� ` 20' P.U.E.
J / / N 2 ars ` 8830 64
/7546 269 ! P.0 E. / I R ✓ t .:>f ( / )
20' BUILDING �Ir - — (95 0/32) 20 P.U.E.
/ SETBACK U Q �- — — — — — — — (8830/64) — _ I /
S-8 S-8 G g_ -- I s_s s s
8 S-8 ----- -S-8 S-8 9-s-7-
- f _s
W $ S— 8-S 8-S 9-S g -S _ '� _� \
W
— w — W — —w --- w— — w w w w� w-1 IA,N,S w w 9—s--�— s 9—s —�=s 9-s
-\-------- -- -- — —w-- w w— w W w
` 15' P.U.E. I ,N/F / -- VV--W—w--
--- w-. W—
—W W _ W W
3389 130 BRA TEXAS LAND l ExISTIN 8" — 1.:;:=a l
SEWER NE
EXISTING 16" ,DEVELOPMENT, LLC
/ WATER RN TRACT ONE
LINE 19. /
466 ACRE TRACT / C R�LI�R l
i - ►
� VOL. 8813, PG. 126
ZONED AO
NERAL NOTES: VICINITY 1 1 MAP+3'
1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING
UTILITIES AND
D
LINES WITHIN THE
PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST
TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING 8 ACILITIESHRS .OR
CALL 1-800-DIG-TESS.
2. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN / COLLEGE STATION 2010 STANDARD
SPECIFICATIONS FOR WATER, SEWER, STREETS Sc DRAINAGE.
3. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM SEWER, ETC.) SHOWN ARE TAKEN FROM
BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY
FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY
NOT REPRESENT AS -BUILT CONDITIONS.
4. PAVEMENT DEPTHS: 6" CONCRETE PAVEMENT IN FIRE LANES AND 5" IN ALL OTHER LOCATIONS.
5. LANDSCAPING AND IRRIGATION DESIGN Sc ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION
PLANS.
6. PARKING SPACE DIMENSIONS AND RADII WILL BE PROVIDED ON THE SITE PLAN, SHEET C2.
7. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 2005 FOR THE CITY OF COLLEGE STATION
AND FIELD SURVEY DATA.
8. SUBJECT PROPERTY IS CURRENTLY ZONED "A-0" AND "C-1".
9. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED
DEVELOPMENT ORDINANCE.
1 1
SITE LAYOUT MODIFICATIONS
DSD
06/06/12
MARK
REVISION
BY
DATE
PARKING ANALYSIS - BUILDING
REQUIRED PARKING:
1 SPACE PER 250 SQUARE FEET
2000 SF ...... 8 SPACES REQUIRED
8 SPACES REQUIRED TOTAL
1 HANDICAP SPACE REQUIRED
PROPOSED PARKING:
8 SPACES PARKING
1 SPACE HANDICAP PARKING
THE SEAL APPEARING ON THIS
C.S c°j h u ltz Engineering, LDOCUMENT WAS AUTHORIZED BY
JOSEPH P. SCHULTZ, P.E., LICENSE
2730 Longmire, Suite A NO. 65889 ON JUNE 6, 2012.
College Station, Texas 77845 ISSUED FOR REVIEW
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR JPS RCF JPS 12-197 JUNE 2012
...........
jaki.....................
JOSEPH P. SCHULTZ
65889
FIRM # 12327
SCHULTZ ENGINEERING, LLC
ZX-/
CROWLEY
—�
D. Fitch Pkwy
- SH 40
Wm. 7AIOTEN CASTL GSUBDI ISF,,,
SOUTH BRAZOS COUNTY
FIRE STATION
GREENS PRAIRIE CENTER, PHASE 3
BLOCK 3, LOT >R - COLLEGE STATION, TX
PROJECT
LOCATION
O
Z
a Rte°
0
0
N
NOT TO SCALE
C3 -14
L_jZ
NOT REQUIRE
REVIEWE FOR SITE PLAN
COMPLI NCE SOUTH BRAZOS COUNTY
JUL 11542 __FIRE STATION
(97 I) 268-3195
SCALE SHEET
SI TE PLA N
VERTICAL N/A
HORIZONTAL 1 "=60'
SHEET % OF 2 PLOTTING SCALE: 1:1
A
9 t n .�I�LE NAME 12-197
3
��iaA
GREENS PRAIRIE CENTER
QV61 - 4
Al Ic N PHASE 3
D VIOPMON
PST Mg -p!
LOT 1R -11.946
ACRES
MORGAN RECTOR SURVEY, A-46
REt+'iMWEID
0�. COLLEGE STATION,
BRAZOS COUNTY, TEXAS
Ate.11�i/t I wASR N
E III SCALE: 1"=60'
JUNE 2012
ER/DEVELOPER:
ENGINEER:
JUL •j.6 201
RAIZ S TEXAS LAND DEVELOPMENT
203 UNIVERSITY DRIVE EAST
LLC SCHULTZ ENGINEERING, LLC.
COLLEGE s"
�4�� GE STATION, TX 77840
TBPE Firm Reg. No. 12327
NGINEE iCollege
2730 Longmire Drive, Suite A
Station, Texas 77845
VEYOR:
P.O. Box 11995
Brad Kerr, RPLS No. 4502
Kerr Surveying, LLC
College Station, Texas 77842
(979) 764-3900
409 N. Texas Ave.
Bryan, Texas 77803
(97 I) 268-3195
SCALE SHEET
SI TE PLA N
VERTICAL N/A
HORIZONTAL 1 "=60'
SHEET % OF 2 PLOTTING SCALE: 1:1
A
9 t n .�I�LE NAME 12-197
3
��iaA
TBM
\
Q \ TOP OF INLET
\
\ ELEV. 292.018
\
g�► W on Roams
PROPOSED ROAD NO
\ \ (SEE TE 14 \ \ \ \\F \ \
\ 168.0'
\ \ \
/ PROPOSED 3/4' ADA
WATER METER
APPROXIMATES! PROP rygti PRO""'"\
LOCATION OF EXISTING _ ---- PROPOSED4' DEW
ATMOS ADA RAMP ��29 VLH \ \ F
\ \
FIELD VE LOCATION IRRIGATIONP \ \ \ F
M
7 � '•
\
-.
\
GAS AS GAS GA
GASS• \ \ \
GAS _ -6 -6
6 - - w-6 - WATER METER GAS \
r' GAS W-6 ---- - -6 25 W-6
GAS W-6 12--- i - W-12- W-12----. ---' W-6 \ \
W-6 W-12-----" _cam r 12 VY -12------_ _ _ _W-12 W-6 \
GAS -- �- W-12 `�- \ W-
' W-6 W_ 2---'�� 29� 9Q 1 W-6
G6s-`--W 6 W-12 _-"----_ \ \ ■ ' --- --�2_w- 2 W-6
PIS w 1 % -T
F W-12 _ l I i 36' .. ' ir �
20 P.U.E. °' '
i \ EXISTING 6" i (8830/64) TYP. ■ v FARE
WATERLINE
EXISTING 12" N
WATERLINE
I HANDICAP ��,`? R3S, (TYP.) 1
•-' PARKING t .4.. N i
50' BUILDING I SIGNS ■ ' +
■ /®®
' SETBACK I o M M FJ
� p \ / / � •r'.:• ` ` '\ \
/ ;..
' /� I AC COMPRESSOR
_ (SEE NOTE 13)
' SOUTH BRAZOS COU19TY /
• , EXISTING
GAS FIRE STATION /TRUCK` / STORM SEWER
I.SERVICE � FF=294.5
0)1' WATER �y 2,000 S.F.
N 6 VICE BUILDING HEIGHT=b'
BIKE
RACK / 20' P.U.E.
' (10490/1 E.
/i6) (9590/32)
,UMITS OF
DISTURBANCE
I 20' BUILDING
SETBACK /
20 10 0 20 t /
SCALE IN FEET
12"
NOTES:
1. THE SIGN SHALL BE 12" WIDE BY 18" IN
HEIGHT AND BE MOUNTED IN THE LOCATION
SHOWN.
2. SIGN SHALL BE PAINTED ON WHITE
BACKGROUND WITH SYMBOLS, LETTERS, AND
BORDER IN RED.
3. SIGN SHALL COMPLY WITH THE CoCS FIRE
SERVICE STANDARDS.
FIRE LANE SIGN DETAIL
N.T.S.
1
SITE LAYOUT MODIFICATIONS
DSD
06/06/12
MARK
REVISION
BY
DATE
NOTE: ALL CURBS 6' IN HEIGHT
UNLESS NOTED OTHERWISE.
1 /4"R_\ -- 24.,
-,E-6"-_ i< �15..
T_
3.. �
12"
3"
�- 2"
"
1/4"R 5'•
3" 3"
2"
I-
4
4 BARS
0 = 3/4" X 18" SMOOTH
EXPANSION DOWELS
TYPICAL CURB DETAIL
N.T.S.
-rr6' Q EACH END
(-36'--I-15'30' min ------ Y , I 1
BIKE RACK DETAIL
N.T.S.
■ THE SEAL. APPEARING ON THIS
Schultz Engineering, DOCUMENT WAS AUTHORIZED BY
JOSEPH P. SCHULTZ, P.E., LICENSE
2730 Longmire, Suite A NO. 65889 ON JUNE 6
g , 2012.
College Station, Texas 77845 ISSUED FOR REVIEW
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR JPS RCF JPS 12-197 JUNE 2012
STEEL REINFORCING BARS
CONCRETE PAVEMENT
T
"'- 6" LIME STABILIZED SUBGRADE
(EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT)
* X=5" OR 6" AS SHOWN ON THE PLAN (SHEET C4)
* 5" PAVEMENT - USE #4 REBAR 0 18" O.C.E.W.
* 6" PAVEMENT - USE #4 REBAR 0 15" O.C.E.W.
TYPICAL CONCRETE PAVING SECTION
yti
OF
�P.�S
rf_QA
FIRM # 12327
SCHULTZ ENGINEERING, LLC
N.T.S.
\
\
72
`{y6`
W -12 --
GENERAL
12 --
GENERAL NOTES:
1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING UTILITIES AND
SERVICE LINES WITHIN THE PROJECT AREA. WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 HRS. PRIOR
TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES.
CALL 1-800-DIG-TESS.
2. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN / COLLEGE STATION STANDARD
SPECIFICATIONS FOR WATER, SEWER, STREETS & DRAINAGE.
3. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, PHONE, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM
BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY
FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY
NOT REPRESENT AS -BUILT CONDITIONS.
4. PAVEMENT DEPTHS: 6" CONCRETE PAVEMENT IN FIRE LANES AND TRASH DUMPSTER AREA, AND 5" IN ALL
OTHER LOCATIONS.
5. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION
PLANS.
6. PARKING SPACE DIMENSIONS AND RADII CAN BE SEEN IN THE PLAN. ALL RADII ARE 2.5' UNLESS
OTHERWISE NOTED.
7. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB IN THE PARKING AREA, AND TO THE
EDGE OF PAVEMENT IN ALL OTHER AREAS UNLESS OTHERWISE NOTED.
8. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 2005 FOR THE CITY OF COLLEGE
STATION AND FIELD SURVEY DATA.
9. SUBJECT PROPERTY IS CURRENTLY ZONED "A-0" AND 'C-1".
10. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED
DEVELOPMENT ORDINANCE.
UNE TABLE
LINE # LENGTH DIRECTION
L1 70.98' S87' 27' 10.00'E
L2 8.71' N42' OS' 41.50E
LEGEND
BOUNDARY
BUILDING FOOTPRINT
EXISTING EASEMENT
BUILDING SETBACK LINE
ZONING LINE
DISTURBED AREA LIMIT
PROPOSED DITCH FLOW LINE
EXISTING OVERHEAD ELECTRIC
SIGN
ADA ACCESSIBILITY ROUTE
ADA RAMP (PRIVATE)
ADA RAMP (PUBLIC)
EXISTING STORM PIPE
PROPOSED STORM PIPE
PROPOSED GRATE INLET
PROPOSED WATER METER
EXISTING STORM JUNCTION
SAFETY END TREATEMENT
EXISTING STORM INLET
EXISTING SIDEWALK
PROPOSED SIDEWALK
PROPOSED CURB
W-6
Curve Table
W
PROPOSED WATER SERVICE
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
I CHORD
CHORD DIRECTION
C1
100.35'
900.00'
006'23'19"
50.23'
100.30'
N56'30'36"E
C2
85.46'
900.00'
005.26'26"
42.76'
85.43'
S4522'28"E
C3
572.81'
790.00'
041'32'38"
299.65'
560.34'
S6633.07 -E
C4
1 905.87'
760.00'
068'17'33"
515.45'
853.19'
S53'10'39 --_A
UNE TABLE
LINE # LENGTH DIRECTION
L1 70.98' S87' 27' 10.00'E
L2 8.71' N42' OS' 41.50E
LEGEND
BOUNDARY
BUILDING FOOTPRINT
EXISTING EASEMENT
BUILDING SETBACK LINE
ZONING LINE
DISTURBED AREA LIMIT
PROPOSED DITCH FLOW LINE
EXISTING OVERHEAD ELECTRIC
SIGN
ADA ACCESSIBILITY ROUTE
ADA RAMP (PRIVATE)
ADA RAMP (PUBLIC)
EXISTING STORM PIPE
PROPOSED STORM PIPE
PROPOSED GRATE INLET
PROPOSED WATER METER
EXISTING STORM JUNCTION
SAFETY END TREATEMENT
EXISTING STORM INLET
EXISTING SIDEWALK
PROPOSED SIDEWALK
SITE SPECIFIC NOTES
PROPOSED CURB
W-6
EXISTING WATER, SIZE NOTED
W
PROPOSED WATER SERVICE
COMMERCIAL AND A-0 -
PROPOSED FIRE HYDRANT
2. THE DISTURBED AREA INCLUDES
EXISTING GATE VALVE
S-8
EXISTING SANITARY SEWER, SIZE NOTED
S
PROPOSED SANITARY SEWER SERVICE
O
EXISTING SANITARY SEWER MANHOLE
•
PROPOSED SANITARY SEWER CLEAN OUT
SITE SPECIFIC NOTES
1. THE OWNER OF THE PRO
RTY IS BRAZOS TEXAS LAND DEVELOPMENT, LLC. THE SUBJECT PROPERTY IS
LOT 1R OF THE GREENS
RAIRIE CENTER PHASE 3 DEVELOPMENT, PROPERTY IS ZONED C1 - GENERAL
COMMERCIAL AND A-0 -
GRICULTURAL OPEN.
2. THE DISTURBED AREA INCLUDES
A PORTION OF LOT 1 R. FOR A TOTAL AREA OF 0.90 ACRES (39,204 SF).
3. THIS TRACT DOES NOT LIE,
WITHIN A DESIGNATED 100 YEAR FLOOD PLAIN ACCORDING TO THE F.I.R.M. MAPS,
COMMUNITY PANEL NO. 48D41CO205-D,
EFFECTIVE FEBRUARY 9, 2000.
4. DRAINAGE INFORMATION AND
DETAILS WILL BE PROVIDED ON THE GRADING AND DRAINAGE PLANS.
5. LANDSCAPING DESIGN & ANALYSIS
WILL BE PROVIDED ON THE LANDSCAPE PLAN.
UTILITY DEMAND 6. THE IRRIGATION SYSTEM MOIST
BE APPROVED AND INSTALLED PRIOR TO C.O.
WATER DEMAND 7. THIS BUILDING IS PROPOSED
MINIMUM 0 GPM
TO BE 2,000 SF AND CONSTRUCTED TO IBC TYPE it -B STANDARDS. IN
ACCORDANCE WITH TABLE
AVERAGE 4 GPM HYDRANT FLOW IS 1,500 GPM
B105.1 OF THE INTERNATIONAL FIRE CODE, THE MINIMUM REQUIRED FIRE
FOR THE BUILDING. ONE PROPOSED FIRE HYDRANT WILL SERVE THE
MAXIMUM (PEAK) 16 GPM BUILDING.
'II
3/4" DOMESTIC WATER METER
8: TRAFFIC IMPACT ANALYSIS
NOT REQUIRED.
SANITARY SEWER DEMAND 9. ALL SITE WORK IS TO BE
i,S
ONE IN CONFORMANCE WITH THE BRYAN / COLLEGE STATION 2010 STANDARD'
(® 90% OF WATER DEMAND) SPECIFICATIONS FOR WATE
& SEWER AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS FOR
AVERAGE 3.6 GPM STREETS & DRAINAGE.
MAXIMUM (PEAK) 14.4 GPM
10. EXTERIOR BUILDING AND SI
6" @ 1.04% SANITARY SEWER LINE
LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED
DEVELOPMENT ORDINANCE.
E LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO
FIXTURE SHALL DIRECTLY
OJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER
I THAT THE ONE
WITH PROJECTED
V 1 "' �,J t�i COMPLIANCESECTION
OF LIGHT DOES NOT CROSSSE NOTE THAT
WILL BE VERIFIED THE TIME OF BUILD NG PERMIT AND CERTIFICATE OF
OCCUP11.
ALL PARKING SPACES ARE
9' WIDE BY 18' DEEP UNLESS NOTED OTHERWISE.
12. SOLID WASTE SERVICE WILL
BE BY A 90 GALLON CONTAINER THAT WILL BE ROLLED TO THE EDGE OF
JUL ��� ARRINGTON ROAD.
13. ALL ROOF AND GROUND -MOUNTED
MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED
uR.. Sl ATION SO AS NOT TO BE VISIBLE
I' FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF
THE SUBJECT LOT, MEASURED
T '.
FROM A 0.5 FT ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED
�C.; 1VICES WITH THE BUILDING ARCHITECTURE
AND SCALE TO MAINTAIN A UNIFIED APPEARANCE.
�14. ROAD SIGN SHALL DESIGNATE,
"SOUTH BRAZOS COUNTY FIRE DEPARTMENT PERSONNEL ONLY."
O0
0
+oma'• �� y
o s
G LIE
oho^ POND
0
CROWLEY
CT
C LE ROCK
BDMSION
Z
O�
Wm. D. Fitch Pkwy - SH 40
Ra° Q
CASTL GATE
SUBDI ISION a o
00
Quo\ PROJECT
e�5 LOCATION N
NOT TO SCALE
GREENS PRAIRIE CENTER, PHASE 3
BLOCK 3, LOT IR - COLLEGE STATION., TX
SITE PLAN
SOUTH BRAZOS COUNTY
GREENS PRAIRIE CENTER
PHASE 3
LOT 1R -11"946 ACRES
MORGAN RECTOR SURVEY, A-46
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SCALE: 1"=20' JUNE 2012
OWNER/DEVELOPER: ENGINEER:
BRAZOS TEXAS LAND DEVELOPMENT LLC SCHULTZ ENGINEERING, LLC.
1203 UNIVERSITY DRIVE EAST TBPE Firm Reg. No. 12327
CILLEGE STATION, TX 77840 2730 Longmire Drive, Suite A
College Station, Texas 77845
SURVEYOR: P.O. Box 11995
Brad Kerr, RPLS No. 4502 College Station, Texas 77842
Kerr Surveying, LLC (979) 764-3900
409 N. Texas Ave.
Bryan, Texas 77803
(97,,9) 268-3195
SITE�4� PLAN,
SHEET 2 OF 2
SCALE
VERTICAL N/A
HORIZONTAL 1 "=20'
PLOTTING SCALE: 1:1
FILE NAME: 12-197
annin e kAj
SHEET
BOUNDARY
BUILDING roGEMEXT
---
--'- EASEMENT
—
BUILDING
a°NG
--
"DEDUCEDD sx E LINE
ODOR OWY
EXISTEINE
..
EMISLMC DVERNEAO ELECTRIC
D
1 111111IMIM
SLi iENCE
ALA
A RAMP (PRIVATE)
®
ADA RAMP (NBLC)
ENISr NG STORM PIPE
®
ISTICIEG GRATE NLET
❑PROPOSED
WATER MERE
K
EpsTxG E. .vNcnax
EEtt EHD PrEt MINT
!
EXTEND STORM INLET
(
'..�
EXISTING APEALLK
PROPOSED SIDEWALK
-
PROPOSED CORE
-A-
PROPOSED SALUTARY SEARS EARYCE
EXCITED SANITARY DOWER MANHOLE
PROPOSED SANITARY SEARRE CLEAN NET
AREA II UTDETAIL
N.TU
STORM SEWER NOTES:
ALL TOPSOIL ENALL BE SALVAGED AND STOCKPILED FOR REUSE2, PREATIL ALL PROPOSED PARKING LOT ISLANDS WITH FELL DEPTH TOPSOIL
IS" BEEF KEEI
CRY"«D.x OF s,E [xTe.xcsUP 12 U"LL BE FULL
SsSCUP
OM 0ae a xs DD /DAB "FESERX
BEERAi \
ox[ _atvAA ss�{ WEI PIPE GRAVEL OR SWD x^a.o YEADD In BY
DN E` Ds
FlLLED NYLON BAGSIT
.'
(OR APPROVED ^F /
>` —[enxv saev EOULAL(MIND, LAID A.
U.
LAN
i0 END
dux, tilLl tLNCE.\SIRLY
..AAA An LT5 �y
SCCT/OA d.1
suABRIA NLET P'
CONSTRliCT10N FU(IT SILT CONTROL INI ET PR09'FOCION DE'CAII. „{�
3, ALL 8 INCH TO JO INCH STORM SEWER PIPE EXCEPT AS NODULE SHALL BE HOPE.
SDR 35 ASi 0 J03n PVC PPE MAY BE USED IN PLACE OF NEFF PIPE FOR PIPES W
OR LE55 IN DIAMETER, HDPE PPE SHALL MEET BABOTO MoNo ME S WITH WAUUUYSHT
SEAL. C EVER E PROPOSED FORM BIDDER TM HATE WE $HALLL PBE INSTALLED RI
D D E H TYI THDAY 1TARNO... SHE OINNCLUDE�OLD
LDOFFICIALS�HWL µE
°F MATERIALS REQUIRED BY ME FEE OF RRYAN FILTUNCE. THE DEATTREETTLEN MOUTH VERIFY PAN iPRIDR t0 CONSTRUCDON OF PER SPUR.
SEWER,
6, O BON INLETS AND FUNCTION C
TONDEALS MAY BE S CAST N PEACE OR M PRECAST AV CONCRETE. ALL
CREPE FOR E STRUCL°N LN NAVE NN NM S. °EIRLDEE
ENTRENCH OF UPON PS EXCEPT ON HOLE DERCN°UNO °... FACIfNES REICH
SEAL HAVE A MINIMUM Lo-DAY COMPRESSVE STRExC1N OF 4000 PS,
HARTHERAL
HEPE,
To BEFURE
AREA
Can —1
B.
FOR L STSET
'ERIEFort ORE.nm —.1
1ER¢ mBY—
EFTE INTO PLAT. UP OFF
FERSELLARTE
Al..HE HER ARYOU o FUEL
u
R,RI
1 I
E. uw ak r
NB-1 I. —FATE AT
LET uX,
..I.-S,uA
OPINION CONTROL I
5. s1RUCrvRAL SUEN'Ll Al. ARE COOKIE As MT TRENCH SECnaN UNDER OR .N J
OF PAVEMENT OR SIDEWALK.
SILL D.Rxy a'. Asu Nnss
ROVED ERDSON CONTROL MEASURES MUST BE
STALIED TENN. "T" PONT
ENTRE FUME EARTH
s SUN A.L. BY CONSTRUCTION AND SINFUL
6UN . JCi10N BOX STORM SEWER COVERS ARE PRIVATE AND SHALL USE NOT 'Ott OF BRYAN"
ON ON COVERS.
BEDDING AND IREYCti RACKFILL
STAY IN PLACE BLII ACCEPTABLE WEEPATEME
ISESTABLISHEDAFTER CONSTRUCTIONIs
DETAILFOR HDPLNRCP STORM PIPE
EU,
yC CONTRACTOR,
COMPLETE AND THEN REMOVED By COXLRACiOR.
COMPLETE
3 IT IS THE R i0
PMGNs
oMRACTOR
E.E.DIMT r0MNMIZE
END
,� ® ®
� ® . . AYMF
EROSION PREVEM SEDIMENT FROM LEAVING DUNE
SEE
PROJECT STE.
J. HONE B RESPONSIBLE TOR INSPECTED
AND MAINTAINING
NNC rHf EROSION AND SEDIMENT
ROLL
CONTROL OMCEA. IAFFEC110N5 sRAL AL DONE
EVERY 14 AFTER EVERY RAINFALL EVENT5—
R MI E,
OF /2' OR MORE.
HATUESE IN SEE°NC SHALL BE NOFI ENA ON N1
USHERED MFAB WRMX DAYS M FlNAL
GRADNC
/
/
eNa5�2 Bill
�/.
YEAR
/M
a®a
fl 11
j
�DsngemcE� ,
i
E
PHASE1
O
6 �-
c 9m
a
��LgTog'o
r
u
E, \ \
m
°y . v3"'
-A
s
Mv.e.
� l�
5. PERWNENT VEGETATION WILL BE ESTPBL SNEO ON
THE MSNRBED AREAS AFTER CONSTRUCTION IS l / -._
COMPLETE.
---
-- ...
.. ..... .....
-
Os
S. INLET PROTECTION TO BE INSTALLED AT ALL N.M.
1. NEEDFULRACK CHECK DAMS OR SET FENCE
SPEAKER AS NEEDED AT F.M.EMRATEO 1.
I...xs, REMOVE 1HIS, EROSION CONTRM /
MEASURED ONCE GLASS 6 ESTABLISHED /
/
_ _ _
T E
SILT FEncE
_
1 NL_
4`
/
Z// FLY
n
Y
/ L
/
5
.
x n
...r ..... .n...... x
V� / /
7
\
/
-FEE,X
HNGI
EXS
r'L
Li
�`5/ , /.
... ..........
Y
TI
F7
7,
TTT-T-
X�
b
,
SITE 1. ..Ill ➢DBl
DSD
O6/a6/,z
MARK
ftEVIEION
BY
WE
Schultz Engineering,LLG
ESALAPRAUINCONDHIB
0 HE . ws PRIM. DOfD BY
JOSEPH P. SCHULRi PE., LICENSE
2730 Nm9mire.SUIKA
N0. 11 E. ON LOSE E. ODIC
Cortege station, TEIIR77MV
'9]I BE.. TEND NO. E23ZJ
ISSUED FOR REVIEW
sugvEVEO
DESIGNED ME WIN
APPRDVED
JaB
xa.
DATE
KELP
JPS FCF
LIPS
1 1PLIK'
JUNE.12
SCALE IN FEET
SOUTH BRAZOS COUNTY DRAINAGE, lan"CASCALE
l MI SHEET
.i�......... ;a FIRE STATION EROSION & SEDIMENT HDa,aNTAL ,'_,°'
GREENS PRAIRIE CENTER, PHASE 3 T� PLED.B.S As: t:T ��
�„"I'EE'aNG1 LG BLOCK 3, LOT 1R - COLLEGE STATION, TX CONTROL PLAN MUSERET 12-197
I
STEEL RE...O'A MB BATS
USHOETTE PAVEMEN,
G' LIME STABILIZED EUBCTME
(CLIENTS V WIEIDE WE COM W PAWWFNn
` �,`iA.: MON AN Irv[ Pwl V. Caw)
s Pe IN AP- CEw
I. HANDENT - LEE 1.11 O11 eccn
TYPICAL CONCRETE PAVING SECTION
N.T.S
SAxID ON R.I.FO. SEAL
N1M JOINT MOTETML
D. DEEP
PER _PLAN
SOCE 1. CONTRACTS, XINT SEAIMT TO BE WHEREAS EL-1 M APPRWm
EarL,
S. OM'AACO]N JOINTS EWLL A SVACm AT 15 MtlMBM IMFAMIS
Mfr. CONTRACTION JOINT DETAIL
CANCAN 07— HDOHf
nS CURR ...
PNpXC LM
CANM%
EOCI
6' (MATH)
Os' CURB NE6Mlll/ '
TYPICAL PRIVATE RAMP DETAIL
Nfls.
Ile TA 1,CE HER
M¢ �T
1. N! JOM YMAN! A BE sO1bBI.Yw 9L-1 4R IXMAO
X. EVMSXMI JAMS •iWL BE 9PME0 AT W IMVYIM IX,WYNB.
SIDE VALKSIDEWAI%CONTRAC-rIONIOINT DETAIL
MIS
SELL wTH JDM IMIGW t[�3/a., sMDi DOAR WON�i �
—I
xax-pThVWXO ON. f111ER METAL N O WE w, IxMOE
REAM
THAR .R TI BE 1 DE ..
IHM RMAEiw OF Dexu BIN
SIDEWALK EXPANSION JOINT DETAIL.
MIN
d.1j.RZ12IT.-
1
SHE LAYgR MOCIICATIONB
OEM
RENSMN
[nIIIIIIIIR
R.
11
0 - wNix.
TYPICAL CURB DETAIL
N.T.S.
ENRON PAR BAR
O
XN W/W/x.EAw MAX,
( D
PER PAN
WEN_ IX,MgIM.
MET" OR PLASTIC CAP, INSIDE
AWT PF1ER
BE 1/16' LAPAIFA
THAN M COP OONR BAR
PVMT. EXPANSION JOINT DETAIL
VIA
. (MM1 pHigKED
E%PANstlN JpM
.MO. 20-
(E000 P WY SRSN4T1)
MAX
CAg
1S
x
LE.
BAND CUSNIN
(AS WWWRAAY)
Ir
LE ON
/E O 12 O.CEW.
s#1
CENIp
WHERE BCWN,
COMPACTED SUBCPOLE OR X. OW C.COAF
ABUTS CURB
CONCRETE SIDEWALK CROSS SECTION
NEW
LEGEND
\ a
TOP N Ix1ET \'
°7 \' ELEV. 2Y1STV \ \
cU kWr
/(PEPo 1
/. =
/ .�. aA.
UPS �W
WC
a.x M
WRB rVAWEEj 1 A.
TYPICAL CURB OPENING.
N.TS
fE
z' am f
M�
OFNSFE DIVERSION CILUNNNL
'I YPLCALSECTFION
N:VS
IXIs11NC CURR h Wiipi
iWE b' �O 6µ -N � Hi.
Mv.. -i
i0 RE REMOVED
NEC' V RIRE N
A
MATCH R Of
IXIS IM. CUTTER
TYPE 'C EXPANSION JOINT
EMEnNG POSIT.
PROPERTY NE
T
1
-MI 2S MAX
CPMs BLGPE
RETURN CURB TO HAVE
A ROLL FACE CONDORS
.q
rMASE
AT WCAN POINT.
EpsTNG BASE
IWWAY APRON ENALL BE
d
TWE V AM9VUTGRv RAMP
B`R (2B-DAY WNLREn
25' MIN.
REMOME CURB
WHOAT XMNAI SLOSEnI2 MAX.
ETRENcm = aaoB P•II w/ <
RAMP
DEFORMED TOE BAP BARS O IS- O.CEw. ASPHALT
`s X 11' aD. APRONS w/O WRR 6 CHWAR
SICEWA-x
�P'
GR ECM NEw W AHL RALLDWEC N OPEN
CONCRETEET sEcnaus
..E�.TEr oOApIry.MG
ONEY
NEAi1
"W"n
c :•_
INCH [ON A -A
411 Schultz Engineering, LLC
THE MANF" MS AUTH IN W.
oO1 ..1 AWMR¢m 8Y
JWFA1 P. SCINLR. P.E.. LICENSE
2790 LoWSm Eulta A
W. fi5M9 ON .NNE E, MID,
College Etetlen, TeuP]2M9
9]9.]W3900 TOPE NO. 1ZA27
ISSUED FOR REVIEW
9URhYEO
DE&OPET —
AWZ-
JOBM.
OATS
ZR
UPS PER
JPS
12-197
JUNE2012
JAwr
BE PaOVmTB k GUTTER TO
REPLACE STREET
SURFACING As NEEDED
COMMERCIAL. DRIVEWAY DETAIL
V.TS
\ 1
IN A
XCONsmurnON TO BE
w COROAHCE wrtH
nWBE EW
AErip'pC[R0 ROM
/ �/ ACNWD TI
NEARESi Jq!
SOUTH B0.AZOS COVgIIY
PINE srAnoN
2,TBLE5 i
DDOSSc
euaDTNc nE1cTBrI.i'
1. HAMOEAP RAM ROPER SHAUL NOT EXCEED IV:IW.
2. ME TOPOCRMHY SHOWN R FROM SOD EURYM DATA
J. STRUCTURAL SAUDI FOR UTHEY OR STORM OWN TRESCHES Is REQUIRED WHINERS
THE WENCH K WITHIN 5' OF PAVEMENT OR SOEWAI%.
..THE CONIIUCIOfl EIWL POLICY WE GENERAL IN,IX! OF THE CRAMS PUNS. MEN
ADJUSMENTE TO TOLE ACTUAL ELIV . B SHOWM ON WE ..NO RAN NOR BE
CWT.LN LONER SHOWN ME ESOM P0 EFRU WE PROPOSED
EXIMINED TO MATCH EMTWO PROXMAIE OHL'..N MEN DESIGN GMCE SPOT ULOATONG
SHOULD BE USED FOR CONSMUCTCN OE ME SHE WORK
5. WE CONTRACTOR S LL SAWNE PLL TOPSOIL NOD REPLACE rt ON A 1 DISTURBED "C"
ALL WHOND LOT IXAXDO AND AREAS AT . TO ... AND MITERS. M. ENALL
RECENT S' SWM ULAN TOPSOIL PWCR NI PVCEMEM OF CLUB EW DR AWSP .IULCR.
6. MI., FILL TO RE RACED ONOM WE WHOSE SUB SW1L BE IN ACCORDANCE WITH
WE ATTECHNICA4 MALSEERINC SNCF.
r. DPEMJJNG OF WE PERM 701 GRADE TEAM OF THE BUILDING AND MD FILL MATERIAL
PLACEMENT MOUND ME IXTEPoN OF THE BUILDING WALL BE PERFORMED IN
ACCORDANCE WHO THE GEOTECRNIG4 ENDINEERIND STUDY.
ti
\ \ \ UR.I
IS
% _ wG
LING / 7 _ \ `T
J! / / � I: �•.1 AD. MICA
/TKO SCALE I�EEZ IfA
PAVEMENT .yyPUNCTION NEWS
AALLLL CCONCREIE TOO WEIII CSNSNNCTION SNVL M\TOO TEE
SHOWN ON THE PUNS AND HALL RAW MINIMUM 201 COMPRESSM
STRENOM V J5W PSL THE MAXIMUM PERCEMKE OF RY RON REPLACEMENT OF
PCRNNO CEMENT EH LL BE 25 PERCENT BY WEIGHT.
2. RDNFdttiNO . ERML BE 4XASE BE (fi0.000 PRO)
S. THE SOHORNME WON REHEAT, THE PAVEMENT 4MLL 8 LAME EFABEREO TO A
MRRWAN1 AFT, a B' AT A RATE OF APPROMMTELY Bx OR WE TRY WEWT CF
THE
SML ME UME SHREEPED mR SINLL PO MIXED TO PROME A
HOMOGENEOUS MIXTURE MINI A MINIMUM PH OF 11q AND WHICH MEETS THE
COMPTON REOUREMENS SPECIFIED IN THE TEXAS "MOMENT OF WANSPORFAININ
(THEM STMTPRO SPECOPLATN2 HER WHST I.. C, IRONWAn, XWETs. .0
WRIDGS, ITEM 260. ME MIME STABILIZED SOB SHALL BE COMPACTED TO A DENSITY
AT LEAST BOX OF WE MAXIMUM CRY DENSM AS OCTERMIMEO BY ASM CAME AT
A MOSNRE PATIENT FROM DPTMVM MOISTURE TO M MORE OPTIMUM MOISTURE
CAMEOS. WE NE USED TO sMLXE THE SOIL SKKLL METE THE RWUREMPITs
OF OOL REM 254. LME AM LINE SLUNI WE LOSE TA®VIIO W90RME
SHOULD EXTEND A MINIMUM OF 12- OUTSIDE THE MINIM
a. THE SUBARILE BEHEAW THE INGESTS STERNUMS WALL BE COMPACTED AND)
WEDF-WLLEO'. ANY WEAR OR SOFT AREAS IDENTIFIED BY THE WOOINEI
.-L BE WHOWN ARM REPLACED.
S JOST SEALANT MATERIAL TO BE SONNCOMN EL OR APPWVED EOWL
6. WORD COMPWM s INL BE APPLIED NECRMLY TO THE CONCRETE AFTEO ME
SURFACE WRNEWE RECOMMENDED SO WE
MMUFMMRERS THE CURING COMPOUND SNALLTENTREFF ATENEU WE REQUIREMENTS OF TWAT
REM 520.
1. ALL MA PAMI MLL RAW SHALL WINE A DETECTABLE IMANING SURFACE FOR WE
FULL LENGTH W WE RAMP IRWIN WE PROJECT SITE gANPS ONE PVRUC
BEEWAUL TO OR, PON OFTAE DETECTABLE WARNING SURFACE TO COMPLY WITH
LOCLL AND STATE MA F.UAF MR.
6 MAXINLW WEE SDPE FOR ALL ADA ASFS. CONES IS 21L FOR SICEWALRS
AND PAVEMENT.
9. ME MAXIMUM PROFILE MR ADA ACCESON E RWTEs IS M.
IT, PAVEMENT DEION BASED N CROSS WHICLE WEIGM MIND OF 42000 LDS.
SOUTH BRAZOS COUNTY scnLE
FIRE STATION
GRADING AND
- - - 7�� NDWZNTM ,•=2tl
GREENS PRAIRIE CENTER, PHASE 3 PAVEMENT PLAN PLnTNNDsa1E t:t
BLOCK 3, LOT 1R — COLLEGE STATION, TX
ULR F+wINE M. LLC FlIE NPME: 12-18]