HomeMy WebLinkAboutDrawings-T Q AL POINT 1938
LAWN All •
as not planting bed c r v
p g pavement and all disturbed areas 10 /o POINT CREDIT FOR PLANS SEALED BY A LANDSCAPE ARCHITECT -
eas on adjacent
1
(193 PTS roe to be h dro
property rtY Y seed Bermuda grass and winter rye grass mix
TOTAL PO TOTAL POINTS P 1�
POINTS REQUIRED. 9745 TOTAL PROVIDED: •�8--
c
POINTS PROVIDED: 2898-'"
h
/ \ EXISTING / / // GPS
t 6" SEWER LINE
EXIS�IG ,8
\ SANITARY SEWER W PS : '. :.: ' EXISTING
\ MAN \i— - ,G s �a FIRE HYDRANT
EXISjIN
W,8 GPS t ;
"
ftTCRLINE
EXISTING EXISTING W'$ GPS
—
FIRE HYDRANT� LIN E� J
.—'--
SYMBOL SIZE NAME & TYPE
�•{'
_,--
W.S GPs �/�
EXISTING
2.1" -3.4" CAL
CONCRETE SIDEWALK
-W—a G AS�''�/'
4
-
600
GAS
—'--W-8--W-8
6
W-8 W-8----'--- _W GAS
:.n . •`:. a:; ..:
c
---- GAS —'---- GAS
GAS -----"--
S G S -------"'
q.:
9`
EXISTING
WATER SERVICE
1.25" CAL
OM�iE
LINE
16
-
CRESC
Kw RR.0•
P P
NON -CANOPY
-- 70,
EXISTING
' PNMT
TELEPHONE
WAXLEAF LIGUSTRUM
EXISTING
STORM SEWER
EXISTING CONCRETE
SIDEWALK
8" SEWER LINE
EXISTING
SANITARY SEWER
MANHOLE
z/
LIMITS OF
DISTURBANCE
PROPOSED 1
IRRIGATION METER
EXISTING
8" SEWER LINE
1pm%ww_� Moll
20 10 0 20
T SCALE IN FEET
PLANTING LEGEND
LANDSCAPE & STREETSCAPE
POINTS
SYMBOL SIZE NAME & TYPE
QUANTITY POINT VALUE TOTAL POINTS
LIVE OAK
2.1" -3.4" CAL
(Quercus virginiana)
4
150
600
CANOPY
CREPE MYRTLE
1.25" CAL
(Lagerstoemia indica)
16
40
640
NON -CANOPY
WAXLEAF LIGUSTRUM
5 GAL.
(ligustrum japonicum)
25
10
250
SHRUB
TOTAL; 1490
�EXISTING
EXISTING 118" SEWER LINE POINTS PER PROJECT AREA:
`S—a -� STRE1TSCAPE TREES QUANTITY
SANITARY SEWER / 38,768 SQUARE FEET OF SITE AREA
MANHOLE s / 38,768 SF / 1,000 = 39
39 x 30 = 1,170 POINTS
LIVE OAK
• 2.1" -3.4" CAL (Quercus virginiana) 3
' ADDITIONAL LANDSCAPE POINTS FOR STREETSCAPE: CANOPY
EXISTING / ((153'-25')/50) x 300 POINTS = 768 POINTS
i
ELECTRICALCREPE MYRTLE
VAULT / / TOTAL POINTS REQUIRED: 1,170 + 768 = 1,938 POINTS 1.25" CAL (Lagerstoemia indica) 2
,.� TOTAL POINTS PROPOSED: 2,020 POINTS (1,050 POINTS FROM CANOPY TREES = 52%) NON -CANOPY
50' STREETSCAPE (D
BOUNDARY CRESCENT POINTE STREETSCAPE:
CANOPY TREES (1 PER 32'): 153' = 4 CANOPY TREES REQUIRED
2 CANOPY TREES PROVIDED TOTAL STREETSCAPE:
4 NON CANOPY TREES PROVIDED*
* 2NON—CANOPY TREES COUNT AS 1 CANOPY TREE NOTE: 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE
LIMITS OF
DISTURBANCE
STORM SEWER
MANHOLE
: ch:ultz. Z7Engineering,
2730 Longmire, Suite A
g
College Station, Texas 77845
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR DLD DLD JPS 13-258 NOVEMBER 2013
N /F
J&S STUDIES REALTY, LLC
CRESCENT POINTE PHASE 1
LOT 3, BLOCK 2
1.03 ACRES
ZONED 0 OFFICE
LEGEND
LIRRIGATION SLEEVES 2-3" PVC PIPES
GENERAL NOTE:
100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING,
DECORATIVE ROCK ( NOT LOOSE, ORA 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.
IRRIGATION SYSTEM NOTES:
1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTINGS WILL BE
INSTALLED BY A CERTIFIED INSTALLER BEFORE A CERTIFICATE OF
OCCUPANCY IS ISSUED.
2. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A
PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE
BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE,
AND INSTALLED AS PER CITY ORDINANCE 2394.
3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON
INSTALLATION AS PER CITY ORDINANCE 2394.
TOTAL POINTS
:1&111
:I
ANDERSON DENTAL CLINIC
CRESCENT POINTE -PHASE ONE
LOT 4 BLOCK 2 - COLLEGE STATION, TX
LANDSPAPE PLA N
U.11 -A - —
NOV 0 7 2,013
CuLj.&u,- o IAT ON
DEVELOPMENT VI E
PLAT FILEUR-..e .
SCALE
VERTICAL N/A
HORIZONTAL 1" = 20'
PLOTTING SCALE: 1:1
FILE NAME: 13-258
/ /-- '/ / /�s�6,� GPS �•�'. v �� _
EXISTING--
\ \ 6" SEWER LINE GAS
/ GPS •�" .. _
\ EXIS NG
SANITARY SE R
MANHO W' : .: ` ' o.' P.,.>-tl.'=... EXISTING
�� � GPS p F FIRE HYDRANT
\ EX�IS W'a GPS
AWA IERUNE /i-
EXISTING EXISTING
FIRE HYDRANT -_ - GAS LINE
'/' GNS
EXISTING W a GAS // EXISTING UE
CONCRETE SIDEWALK "''_ /� 8' SEWER UNE
STEEL REINFORCING BARS *
CONCRETE PAVEMENT
. n - .n a M: :•ee-.�"s-'-v-y.-.-.-.a°-_e X
i.z z. z _
`-6" LIME STABILIZED SUBGRADE
(EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT)
* X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN
* 6" PAVEMENT - #4 REBAR 0 18" O.C.E.W.
* 5" PAVEMENT - #4 REBAR 0 18" O.C.E.W°
* CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER
-- W" GAS o: �o :-. ..:a4,:: �':� p DETAILS ON FIGURE ST AND PER 2012 CITY OF
3®
--- -$ GAS , : '•: "'- ° BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS.
--W-g �_W_g b.. i
GAS ------ AS S - S GAS ,. y TYPICAL CONCRETE PAVING SECTION
GAS G S GA q EXISIIN N " a
°� .
S r,. `� WATER SERVICE TO p0 9. ..-°�:.e. // N.T.S.
Y `' vU ,8 I' --
A
N �4
N 1 S
uE
`t. R , TE o
0
M
P
N
T
E
I
a�
- -
CR`ESC _a
S
C
S
(
E I
P ARKw AY, ROW �;�/ -
T 70EXISTING
\ ,nn
38' P v' TELEPHONE
In ° U
EXISTING y `J PEDESTA �j �' `" S�8 LEGEND
STORM SEWER �� ro9 .. ::;: �/ ' I I I I -310- EXISTING CONTOUR
S a - PLAT BOUNDARY
�� _ EXISTING ( ROW UNE
~ U '� \ S" SEWER UNE I I ( EDGE OF PAVEMENT LINE
ft ADA
LOT LINE
RAMP -."-� �/- �::h,,. � Q.•' ° c (EXISTING L -
EXISTING CONCRETE I ( I PUBLIC UTILITY EASEMENT LINE
SIDEWALK `�..' UE .8 � �' � II
4'?s. v \ MANHOLE SEWER _
' RI ADJACENT ADA �' 3 ( PROPOSED PUBLIC ACCESS EASEMENT
EXI..� _ _
RIVEWAY
� 8' SEWERSUNE TING RAMP � EXISTING ( -' PRONATE DRAINAGE EASEMENT
�.
�
ELECTRICAL/EXISTNG I
BUILDING SETBAC
K LINE9ry ULT L
WATER METERS S-6
PUBLIC SANITARY SEWER LINE
UE 28' \ �/ I W-8 PUBLIC WATER LIN
� I
UE �
- ST ST - PUBLIC STORM SEWER
PARKING � j• •� �
\ w S-8 s�� a �► ISLAND 5 f `` l ' I ( S-6 PROPOSED SANITARY SEWER UNE
�� N PROPOSED
- \ ~ R3' X489 o 6' SIDEWALK / r, W PROPOSED WATER UNE
-287 STING \ a ""o
\ \SANITARY SEWER \ °'co PARK -IN o l • to 3p,
cJ• I �. o J'
_ ! 286'-" 1 ` ` MANHOLE a ISLAND 4\ \ a \ �''' \ c� } I 4 �e .:. ' a PUBLIC 6' SIDEWALK
r - 563 SF o�`'� N� IQ� ! EXISTING WATER
- -285 -- 1 QPG� �' SERVICE LINE o PUBLIC SANITARY SEWER MANHOLE
--- . I
CON ( UE UNDERGROUND ELECTRIC.
Ir - S4- \ \��
CONNECT TO
2 6- R L .� Q 'PROPOSED `4- EXISTING WATER n. a
\ Q P \ \ '"...
\ \ \ SE E G WATER SER CE SERVICE I
\ P \ / : e A EXISTING SIDEWALK
t \ O d•. Y� EXISTING
`.-2ss \ \ \ \ \deQ�'3� \ :/ ' R��' \ i (PVC) / TELEPHONE
/ c I )
40' FRONT SETBACK \ o, ��` \ o •\ PEDESTALPROPOSED BUILDING
/ ° DRAINAGE FLUME
PER RESTRICTIONS Re ACC CESES SIBLE
1 1 \ 1 \ VOL. 7515, PG. 176 `�� N �r ROUTE D / v o °, - - - - - - - - - - - ACCESSIBLE ROUTE
ME VLH - VEHICLE LAY OF HOSE
04
EXISTING` I
1 _
WATER I MARK LOCATION
_ SIDEWALK OR
\� PAVEMENT WHERE
1 1 I I i5' SIDE SETBACK ? U \ M - a N�
11 1 1 11 1 11 �\ R PARKING \ \ PER RESTRICTIONS _a� I GALVANIZED APPLICABLE INSTALL
\� ISLAND 1 PROPOSED ADA \ I �, VOL. 7515, PG. 176 UE ��/� S ' I CARRIAGE BOLT BOLT IN
1 \ 12 SF S SIGNAGE( I �x �S'a Ie X 2 WALK
\ 11 \ 11 \ \ \ PROPOSED
LFIRE
ANE \\
1 1 I \ \ \ EXISTIN-G-� \
PROPOSED \ ( 8" SEWER "
1 1 1 \ \ BIKE RA K
�� l \ N� II - LI SERVICET(TYP6 "K" ( I d a
I COPPER TUBIN0) /
1 1 1 1 1 \ ( \ \ to ( \ \ \ DISTURBANCE \
1 1 1 \ \ \ 2�� \ \ \ I \ (I W PROPOSED 1"
1 1 11 \ \\ \ \ \ PROPOSED BUILDING (' L IRRIGATION
1 METER 1°5" WATER / ti
1 STORY \ II �� SERVICE (PVC)
PROPOSED ' \
22 MAX HEIGHT \ II ( \\ 1" WATER /
N F \ 2 Q \ FF = 292 \ METER\,.,,
/ _
CRESCENT POINTE PROPERTY- \ 2 _� \ \ \ � \44913 SF\ I I INSET A o -�
_ - -OWNERS ASSOCIATION z- ( _ ,�\ _ I SCALE IN FEET
CRESCENT POINTE PHASE 2 \IJO
COMMON AREA G \ N f \ 20' \I \ \ \ I
PRIVATE - \ I w
_ _ \ 15' _SIDE . SETBACK I \ \ \ V I
PER RESTRICTIONS 1 t/,
VOL. 7515, PG. 176 -
0 �° I
ON
1 I
20 10 0
N /F
J&S STUDIES REALTY, LLC
CRESCENT POINTE PHASE 1
LOT 3, BLOCK 2
1.03 ACRES
ZONED 0 OFFICE
LANDSCAPE ISLAND ANALYSIS:
TOTAL PARKING: 27 SPACES
PERIPHERAL PARKING: 14 SPACES
INTERIOR PARKING: 13 SPACES
INTERIOR LANDSCAPE ISLAND REQUIRED:
13 SPACES X 12 = 156 SF
INTERIOR ISLANDS
0.4D2R AREA 1
\ 0p
ISLAND ISLAND AREA
INTERIOR
v, o�
`O I
ISLAND AREA
Q
PROPOSED \
I\ \ II
IA
\
2 348 180
168
ACRES
PROVIDED = 320 SF (156 SF REQUIRED)
FINISH METAL SIGN
MAXIMUM (PD K) 34 GPM
m \
�
TUBE COLUMN SET IN
\
CONCRETE FOOTING.
3. REFER TO GRADING PLAN FOR PROPOSED CONTOURS.
PROVIDE GALVANIZED STEEL
1 SPACE PER!
\ \
\
TUBE. PAINT TUBE AND
23 SPACES REQUIRED TOTAL
m a��
5. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE
.:
6' SIDEWALK
FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC
RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT';
FIXTURE UNITS = 48
FIXTURE UNITS1, ALLOWED = 700
MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH SCREENING SHALL{BE
COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A
6. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO
1 1 \ \ \
\N
7. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYP
In
cn
OF 4493 SF 1S 1.500 GALLONS PER MINUTE. ONE FIRE HYDRANTS ARE
REQUIRED. THE EXISTING HYDRANTS WILL BE SUFFICIENT. THE BUILDING W
LL
2 SPACE H INDICAP PARKING
NOT HAVE A FIRE SPRINKLER SYSTEM.
8° TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED.
PROJECT BENC, MARK
\
TBM A
ELECTRIC PROJECT COORDINATOR
IRON ROD IN SIDEWALK
CITY OF COLLEGE STATION UTILITIES
979-764-6314
ELEV. 329.85'
0
OA BRYAN, TX 77802
17. THE DUMPSTER ENCLOSURE SHALL BE A 6' TALL WOODEN FENCE. THE
12'
DUMPSTER AREA SHALL BE 10' x 10' NOT INCLUDING ANY BOLLARDS.
(979) 846-6212
��Ti
18. ANY EXPOSED CONCRETE OVER 6' IN HEIGHT WILL BE SCREENED FROM VIEW, OR
_TREATED TO LOOK LIKE A STONE, BRICK, OR OTHER ALTERNATIVES AS APPROVED
BY THE ADMINISTRATOR,
® e
WHITE LETTERING STATING 'FIRE
GENERAL NOTES:
{{ (..,, ENGINEER:
(
II I
18' DESIATED
OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY
COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED.
�g SCHULTZ ENGINEERING, LLC.
��s ERV
�OP�W3� N�'� ERVIC PO BOX 11995
DIG TESS: (800) 344-8377
PAFKM
ATMOS ENERGY: (979) 774-2506
LATgp COLLEGE STATION, TX 77842
f E !^ ��=a �. - (979)764-3900
,oT
\
n
\
\ \ II ( 1
2-3" IRRIGATION SLEEVES
S
\
THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926
HEIGHT SHALL BE M D N
NTEIN A
SUBPART P FOR TRENCH SAFETY REQUIREMENTS.
CONSPICUOUS LOCATION AT EACH
ENTRANCE TO THROPEAND AT
E PRTY
8.
THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE
THE LOCATIONS SHOWN. SUCH
GRASS IS ESTABLISHED.
SIGNS SHALL
S WHALL AND EIG N TWELVE INCHES
(
1\
INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS
~ r
ADJACENT TO THE PROJECT SITE _
(TYP.PER PVC SLEEVE
I
10.
CONTOURS SHOWN ARE FROM FIELD SURVEY DATA.
EXISTING POND
1
BE PAINTED
WITH
N
EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION'.
7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL
1
SYMBOLS, LETTER AND BORDER
v
\ ° .:
\
DET\ L) ( I
LIMITS
PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A
.
\
PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE
VERIFIED AT THE TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY.
106'
�...
V
-
t
:o
_
10.5' PARKING
\
'�
ISLAND 2
348 SF
\
\\ \
LIMITS
OF
z ti
o /
�G
o . \�
DISTURBANCE
I
R Z
¢ J
10,'11"o
6' TALL DUMPSTER�
-
I
1 1
n
ENCLOSURE ON 3
SIDES
I)
\ II \
\
PROP SEA.
\ \
\
�!
y
_ _ \ 15' _SIDE . SETBACK I \ \ \ V I
PER RESTRICTIONS 1 t/,
VOL. 7515, PG. 176 -
0 �° I
ON
1 I
20 10 0
N /F
J&S STUDIES REALTY, LLC
CRESCENT POINTE PHASE 1
LOT 3, BLOCK 2
1.03 ACRES
ZONED 0 OFFICE
LANDSCAPE ISLAND ANALYSIS:
TOTAL PARKING: 27 SPACES
PERIPHERAL PARKING: 14 SPACES
INTERIOR PARKING: 13 SPACES
INTERIOR LANDSCAPE ISLAND REQUIRED:
13 SPACES X 12 = 156 SF
INTERIOR ISLANDS
TOTAL END ISLAND
ADDITIONAL
ISLAND ISLAND AREA
INTERIOR
AREA S.F. REQUIRED S.F.
ISLAND AREA
MAP NO. 48041C220E. EFFECTIVE DATE: MAY 16, 2012. Ii
PROVIDED S.F.
1 512 360
152
2 348 180
168
ADDITIONAL INTERIOR LANDSCAPE ISLAND
PROVIDED = 320 SF (156 SF REQUIRED)
SCALE IN FEET \ \ 1 \ \ N \ 1� ' I I
co Curve Table
\ \ 1 1 1 1 1 m N I CURVE LENGTH RADIUS DELTA TANGENT CHORD I CHORD DIRECTION
ca 00 N I I C1136.80' 535.00' 01439'03" 68.78' 136.43' N34'i3'25"E
i I CRESCENT POINTE
co les \ I PHASE 1
688 P.
\ LOT 4, BLOCK 2 10' P.U.E.
10' PER RESncTBiONS 0.89 ACRE
x880/188
ZONED 0
\ \ 1 1 VOL. 7515, PG. 176
343° 39' 30V -15000' I
ST - ST --l- ST ST -�- S� --� ST O 1S 1S
C.2 \ \ ` EXISTING ( / \ \ \ \ \ 10' P.U.E.
STORM SEWER EXISTIN
\ \ 2j9 \ \ MANHOLE / \ STORM SEWER \ EXISTING
a \ \ \ STORM SEWER
MANHOLE
Sl�r!r"
LUI
chUltz.11mineering,
2730 Longmire, Suite A
College Station, Texas 77845
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED
KERR DLD DLD JPS
THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY
DEVEN L. DOYEN, P.E., LICENSE
NO. 109835 ON NOVEMBER 5, 2013.
ISSUED FOR CONSTRUCTION
JOB NO. DATE
13-258 NOVEMBER 2013
POP E OF
1 *:
%. 1%
................
IN-DEVEN L° DOYEN
%% ......... ....
109835 ''
� ytti /CEN02 ..• ? 1�
40, CONAL �'' 066
FIRM # 12327
SCHULTZ ENGINEERING, LLC
EXTEND END 18"j 12" BELOW TOP OF
BEYOND CONCRETE GRADE TYP.
AND TAPE BOTH ENDS PVC SLEEVE
_r N TQ
NOTES:
I 1. ADJUST FIRE HYDRANT AND VALVE BOXES
TO MATCH FINAL GRADE.
I 2. REFER TO PLAN VIEW FOR WATER SERVICE
LINE LOCATIONS.
I 3. WATER SERVICE MATERIAL - TYPE "K"
COPPER TUBING.
I I 4. WATERLINE PIPE MATERIAL
6" & 8" PVC, DR -14 (AWWA C-900, CL.
I 200)
REFER TO WATERLINE DETAILS SHEET FOR
EMBEDMENT AND BACKFILL
IREQUIREMENTS.
5, EXISTING GROUND PROFILE SHOWN IS BASED
I( ON FIELD SURVEY DATA.
6. -WATER SERVICES WILL BE ;LEFT BETWEEN
2-3 FEET DEEP AT THE POINT OF
I
I TERMINUS. A BALL VALVE IS REQUIRED AT
I THE POINT OF TERMINUS.
I
I I
I
1
9. THE SUBJECT TRACT DOES NOT UE WITHIN THE 100 YEAR FLOODPLAIN
II RESERVED
PARKING
12"1 REFLECTIVE
ON. (979) 821-4770
FINISH METAL SIGN
_ mc
MAP NO. 48041C220E. EFFECTIVE DATE: MAY 16, 2012. Ii
20' P.U.E.
10. ALL RADII AND DISTANCES STAN
CE S ARE MEA 4
SURED TO THE BACK C OFCURB URB UN
UNLESS
6880/188
(
OTHERWISE ERwISE NOTED. I
3"
12"x9' REFLECTIVE
AVERAGE 8.5 GPM
FINISH METAL SIGN
MAXIMUM (PD K) 34 GPM
2x2 GALVANIZED STEEL
2. THE DISTURBED AREA FOR THIS PROJECT IS 0.89 ACRES (38,779.3 SF).
TUBE COLUMN SET IN
5•
CONCRETE FOOTING.
3. REFER TO GRADING PLAN FOR PROPOSED CONTOURS.
PROVIDE GALVANIZED STEEL
1 SPACE PER!
CAP WELDED TO TOP OF
4. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE
& DRAINAGE REPORT.
TUBE. PAINT TUBE AND
23 SPACES REQUIRED TOTAL
CAP.
i I �
3• I I
1
I I NOTES:
3" MIN. L J� 1. ALL CHARACTERS MUST
BE 60' MINIMUM ABOVE
GRADE OR SIDEWALK.
ADA SIGN DETAIL
N.T.S.
ANDERSON DENTAL CLINIC
CRESCENT POINTE -PHASE ONE
LOT 4 BLOCK 2 - COLLEGE STATION, TX
pAR�
9. THE SUBJECT TRACT DOES NOT UE WITHIN THE 100 YEAR FLOODPLAIN
SITE SPECIFIC NOTES:
1. THE OWNER OF THE PROPERTY
ACCORDING TO FEMA FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY,;
ON. (979) 821-4770
ANALYSIS
1S GRAYDON NOEL PROPERTIES, LLC. THE
MAP NO. 48041C220E. EFFECTIVE DATE: MAY 16, 2012. Ii
I' � A ��
UTILITY MM
10. ALL RADII AND DISTANCES STAN
CE S ARE MEA 4
SURED TO THE BACK C OFCURB URB UN
UNLESS
SUBJECT PROPERTY IS LOT 4, BLOCK 2 OF CRESCENT POINTE - PHASE 1.
PROPERTY IS ZONED 0 OFFICE.
OTHERWISE ERwISE NOTED. I
REQUIRED PARKING:'
11. ALL PAVEMENT SHALL BE CONCRETE. REFER TO THE PAVEMENT PLANFORT,
PAVEMENT DEPTHS.
AVERAGE 8.5 GPM
MAXIMUM (PD K) 34 GPM
12• ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER
ETC.) SHOWN
2. THE DISTURBED AREA FOR THIS PROJECT IS 0.89 ACRES (38,779.3 SF).
ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED
ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BYFROM CITY &
4493 SF OF
DENTAL OFFICE
3. REFER TO GRADING PLAN FOR PROPOSED CONTOURS.
POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS.
1 SPACE PER!
200 SF
4. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE
& DRAINAGE REPORT.
PLAN
23 SPACES REQUIRED TOTAL
RESTRICTIONS.
5. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE
14. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED
9' WIDTH, 20'LENGTH TYP.
FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC
RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT';
FIXTURE UNITS = 48
FIXTURE UNITS1, ALLOWED = 700
MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH SCREENING SHALL{BE
COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A
6. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO
ii I
PROPOSED PARKING:
7. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYP
In
25 SPACESPARKING
OF 4493 SF 1S 1.500 GALLONS PER MINUTE. ONE FIRE HYDRANTS ARE
REQUIRED. THE EXISTING HYDRANTS WILL BE SUFFICIENT. THE BUILDING W
LL
2 SPACE H INDICAP PARKING
NOT HAVE A FIRE SPRINKLER SYSTEM.
8° TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED.
PROJECT BENC, MARK
27 SPACES TOTAL
NOTE: ALL CURBS 6" IN HEIGHT
UNLESS NOTED OTHERWISE.
9. THE SUBJECT TRACT DOES NOT UE WITHIN THE 100 YEAR FLOODPLAIN
-Y
ACCORDING TO FEMA FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY,;
ON. (979) 821-4770
TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083, PANEL N0. 220E,
MAP NO. 48041C220E. EFFECTIVE DATE: MAY 16, 2012. Ii
I' � A ��
UTILITY MM
10. ALL RADII AND DISTANCES STAN
CE S ARE MEA 4
SURED TO THE BACK C OFCURB URB UN
UNLESS
2.
OTHERWISE ERwISE NOTED. I
WATER DEMAND PER BUILDING
MINIMUM 0 GPM
11. ALL PAVEMENT SHALL BE CONCRETE. REFER TO THE PAVEMENT PLANFORT,
PAVEMENT DEPTHS.
AVERAGE 8.5 GPM
MAXIMUM (PD K) 34 GPM
12• ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER
ETC.) SHOWN
1 " DOMESTIC ATER METER
ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED
ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BYFROM CITY &
INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN
- F L
' BLOCK 2, LOT 4
POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS.
SANITARY SEWER DEMAND
13. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE
AVERAGE 7.5 GPM
STATION UNIFIED DEVELOPMENT ORDINANCE AND THE CRESCENT POINTE DEED
MAXIMUM (PEAK) 30 GPM
RESTRICTIONS.
6" SANITARY SEWER LINE
14. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED
0 1.049 MIN. SLOPE
FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC
RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT';
FIXTURE UNITS = 48
FIXTURE UNITS1, ALLOWED = 700
MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH SCREENING SHALL{BE
COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A
PIPE SLOPE OK
UNIFIED APPEARANCE.
15. PROPOSED SINS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE
UDO.
S°CALEB. 1 "==20' NOVEMBER 2013.-
16. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES
SPECIFICATIONS AND PER THE COLLEGE STATION UTILITIES ELECTRICAL DESIGN
PROJECT BENC, MARK
FOR ANDERSON DENTAL CLINIC PROJECT.
CSU ELECTRICAL CONTACT: GILBERT MARTINEZ
TBM A
ELECTRIC PROJECT COORDINATOR
IRON ROD IN SIDEWALK
CITY OF COLLEGE STATION UTILITIES
979-764-6314
ELEV. 329.85'
PERMANENT
OA BRYAN, TX 77802
17. THE DUMPSTER ENCLOSURE SHALL BE A 6' TALL WOODEN FENCE. THE
12'
DUMPSTER AREA SHALL BE 10' x 10' NOT INCLUDING ANY BOLLARDS.
(979) 846-6212
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18. ANY EXPOSED CONCRETE OVER 6' IN HEIGHT WILL BE SCREENED FROM VIEW, OR
_TREATED TO LOOK LIKE A STONE, BRICK, OR OTHER ALTERNATIVES AS APPROVED
BY THE ADMINISTRATOR,
® e
WHITE LETTERING STATING 'FIRE
GENERAL NOTES:
{{ (..,, ENGINEER:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION
18' DESIATED
OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY
COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED.
�g SCHULTZ ENGINEERING, LLC.
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�OP�W3� N�'� ERVIC PO BOX 11995
DIG TESS: (800) 344-8377
PAFKM
ATMOS ENERGY: (979) 774-2506
LATgp COLLEGE STATION, TX 77842
f E !^ ��=a �. - (979)764-3900
SUDDEN LINK COMMUNICATIONS: (979) 595-2429
VERIZ
NOTE: ALL CURBS 6" IN HEIGHT
UNLESS NOTED OTHERWISE.
0 = #4 BARS
0 = 3/4' X 1
_ EXPANSION
TYPICAL CURB DETAILy
N.T.S.
VICINITY MAP
J
Irprl
Aim
D EI
' c 15 6" 30- MIN. 30' MIN. 15 -36.-
6' 6" -
LIANCE
BIKE RACK DETAIL
NOV 15 2013 N.T.S.
C LE
11 DERSON DENTAL
,.,E OFFICE
-Y
ON. (979) 821-4770
CITY LIMIT ''
o :.
2.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS
(�
I`IR RESCENT POINTE PARKWAY
,
P-1-F
NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE
LINE
f-
NOTES:
- F L
' BLOCK 2, LOT 4
PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT M D
SILT FENCE AS NECESSARY.
1. SIGN SHALL COMPLY THE CoCS
3•
THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE
FIRE SERVICE STANDARDS.
0.89 AGES
EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE
FIRE LANE 51G' DETAIL
.hAt A - J. W. SCOTT SURVEY, A-49
-"� COLLEGE STATION BRAZOS COUNTY TEXAS
EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE'Il
CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS''
AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT.
N.T.S.
S°CALEB. 1 "==20' NOVEMBER 2013.-
SURVEYOR:
4.
THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES' GENERAL PERMIT N0.
FIRE LANE KIM
TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES.
1 NOMTEXAS AVE
4 410 A SOUTH TEXAS
I. ALL CURBS AND CURB
5.
PERMANENT
OA BRYAN, TX 77802
ENDS SHALL
VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS
(979) 846-6212
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BE PAINTED RED WITH OUR INCH (4')
AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL
NOV d7 2013
WHITE LETTERING STATING 'FIRE
DISTURBED AREAS.
{{ (..,, ENGINEER:
NE NO PARKING - W AWAY
ZONE'.. WORDING MAY
ZfIOT BE SPACED
6.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF
�g SCHULTZ ENGINEERING, LLC.
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�OP�W3� N�'� ERVIC PO BOX 11995
MORE THAN FIFAPART.
BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER'.
LATgp COLLEGE STATION, TX 77842
f E !^ ��=a �. - (979)764-3900
�
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ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE.
INCFEET
2. A SIGN TWELVE NES (12' WIDE
AND EIGHTEEN INES (1 IN
7•
THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926
HEIGHT SHALL BE M D N
NTEIN A
SUBPART P FOR TRENCH SAFETY REQUIREMENTS.
CONSPICUOUS LOCATION AT EACH
ENTRANCE TO THROPEAND AT
E PRTY
8.
THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE
THE LOCATIONS SHOWN. SUCH
GRASS IS ESTABLISHED.
SIGNS SHALL
S WHALL AND EIG N TWELVE INCHES
(
9•
INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS
:
INCHES HIGH, WITH A CO PANION SIGN
`
ADJACENT TO THE PROJECT SITE _
TWELVE INCHES 12 IDE AND SIX
(
INCHES (6' HIGH STATING "TOW -AWAY
10.
CONTOURS SHOWN ARE FROM FIELD SURVEY DATA.
ZONE'. SUCH SIGNS SHALL''
ON A WHITE BACKGROUND
BE PAINTED
WITH
11.
EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION'.
7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL
SYMBOLS, LETTER AND BORDER
IN RED.
NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY
PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A
MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY
PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE
VERIFIED AT THE TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY.
106'
�...
0 = #4 BARS
0 = 3/4' X 1
_ EXPANSION
TYPICAL CURB DETAILy
N.T.S.
VICINITY MAP
J
Irprl
Aim
D EI
' c 15 6" 30- MIN. 30' MIN. 15 -36.-
6' 6" -
LIANCE
BIKE RACK DETAIL
NOV 15 2013 N.T.S.
C LE
11 DERSON DENTAL
,.,E OFFICE
CITY LIMIT ''
o :.
` _ .
(�
I`IR RESCENT POINTE PARKWAY
,
P-1-F
LINE
f-
91
- F L
' BLOCK 2, LOT 4
42` CRESCENT POINM - PHASE 1
-
0.89 AGES
V
.hAt A - J. W. SCOTT SURVEY, A-49
-"� COLLEGE STATION BRAZOS COUNTY TEXAS
1r
�.r.
S°CALEB. 1 "==20' NOVEMBER 2013.-
SURVEYOR:
RIE , L KLING SURVEYING >+
1 NOMTEXAS AVE
4 410 A SOUTH TEXAS
OA BRYAN, TX 77802
(979) 846-6212
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NOV d7 2013
{{ (..,, ENGINEER:
�g SCHULTZ ENGINEERING, LLC.
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�OP�W3� N�'� ERVIC PO BOX 11995
a
LATgp COLLEGE STATION, TX 77842
f E !^ ��=a �. - (979)764-3900
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SCALE
VERTICAL N/A
HORIZONTAL 1" = 20'
PLOTTING SCALE: 1:1
FILE NAME: 13-258
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