HomeMy WebLinkAboutDrawingsTHE GAR ESQ S / N/F /j N/F 1. i' l
WELLBORN SPEMAL UTILITY J WELLBORN BAPTIST CHURCH, 3 {
LOT 2 PLAT, ty GALLED 8.43 ACRE TR y� �y
6337/1227 DISTRICT 0.04/ACRE TRACT J J 6271 20 / { { STEEL REINFORCING BARS
j TRACT 4, 3991/197 J ZONED '4' j I "� { { CONCRETE PAVEMENT
UNPLa jr / 1 l - { _ --T--: r - e' d A a'• •a -',*1 .: y -
J N/F
WE ORN SPECIAL V-pLITY '' {
/ // � i 50' FRt�NT SETBACK I J- 1 V . • • . • • .
DIS411 0.04 ACREJTRACT
I
TRACT 2, 3?91/197
6" LIME STABILIZED SUBGRADE
(EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT)
X=5" OR 6 S S
" AHOWN ON THE PAVEMENT PLA�i
= 4 BARS NOTE: ALL CURBS 8 IN HEIGHT (28 DAY STRENGTH = 3500 PSI) �
UNLESS NOTED OTHERWISE.
6"' PAVEMENT - #4 REBAR 0 18" O.C.E.W. = 3/4 x fa' SMOOTH TYPICAL C
EXPANSION DOWELS URS DETAIL.
» 1 HYDRANTC J / 40 * 5" PAVEMENT - #4 REBAR ® 18" O.C.E.W.
N.Ts.
/ TING tz i, / / ( j 20 0 40 CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER
/ JNE �<v / I / 2012 CITY OF . BRYAN/COLLEGE STATION STANDARD 1'
EXISTING/ .\ / / SCALE IN FEET SPECIFICATIONS.
!/ 4» WATERLINE RESERVED
\ / /Yd' / Q / ( PARKING 12 zt8 REFLECTIVE FINISH METAL SIGN
`TYPICAL CONCRETE PAVING SECTION
339 tth a / / .K, z / j I / NTS. 1'-6"
WELLBORN LANDING as
SUBDI1h{SION P.U.E. I ��, <L -c _ /.
LOT 1, (LOCK 1 / 10583/53 �' ya N m i
942i�E2 / ti's EXISTING !ox / / w N/F
/ ' � 8WATERLINE / �. Q m / � / MA71ILYN GREENS CALLED t.s'
IL 1.34 ACRE TRACT, 5009/231
o .E h iL
P.0 /
c l i
i� I zo
J j M OY' 10583/53 / /m , NAD R
DETENTION / UNPLATTED »
3�
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POND 1
� 1
A
E /
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/ Q 4i G nn 337
2 . '1, MM r• 338 - / / . / 4
S t
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33
1
-41
I
m
EXISTING OVERHEAD 1"'"36"
J / CTRIC LINES TO BE
y
3' 12 z9" RULECRIVE FINISH METAL SIGN
s"
2x2 GALVANIZED
STEEL TUBE COLUMN
SET iN CONCRETE FOOTING, PROVIDE
GALVANIZED STEEL CAP WELDED TO
�70P OF TUBE PAINT TUBE AND CAP.
i 1
i
i
3 I La I
`*'•j .J i. ALL .CHARACTERS MUST 8E 60"
MINIMUM ABOVE GRADE OR SIDEWALK
2 ¢ I L] t� I / J REMOVED OR RELOCATED �.�
Z 1=, as. -Ju) /
/ J ! « / / x BIKE RACK DETAIL
o UI s a t(S' SIDE STREETNTS. ADA SIGN DETAIL
0 00 .t wz ai m / SETBACK LINNTS.
COO _j in
IID o J71 a _ to
35 n /
: i r
/ / / ai+u _ % l FIRE LANE MARKINGS
%
as /
/ Vf WATERLINEI / m x +� \ / za j "�� � 1• RED ALL CURBSWITM FOUR INCHB(4NDWHtTE LETTERING�
�Q / r j STATING 'FIRE LANE - NO PARKING -• TOW
111 a n M� / / , AWAY ZONE". WORDING MAY NOT BE SPACED
MORE THAN FIFTEEN FEET APART.
or DEMQNATE D 2. A SIGN TWELVE INCHES (12") WIDE AND
EIGHTEEN INCHES (18") IN HEIGHT SHALL BE
i / '• ina / / PARiGM MOUNTED
IN THE CONSPICUOUS
AND AT THE EACH
EXISTING / C7 /
/ / o p }- I tv LDOA71ONS SHOWN. SUCH SIGNS SHALL BE
} / 15 8U / 8" WATERLINE za CUM Z t «= TWELVE INCHES (12'7 WIDE AND EIGHTEEN
ONLY cn
INCHES HIGH WITH A COMPANION SIGN TWELVE
J ' INCHES (12") WIDE AND SIX INCHES (6' HIGH
{ N/F / : * / a`tc4im Q / { �'� STATING 'TOW -AWAY ZONE`. SUCH SIGNS SHAM
I
DONALD ROYDER AND, WIFE / 1 \ I W � t & m �I I BE PAINTED ON A WHiTE BACKGROUND WiTH
MAfjTHA ROYDE CALLED. OO / J 'Cl 9y ' co / I '. __ SYMBOLS. LETTER AND BORDER IN RED.
ACRE ACT I / j '\ o •- 1. SIGH SHALL COMPLY W!'iH THE CaCS
/ 662/107 i CV \ Q. FIRi: SERMCE STANDARDS.
ZONED R t r- X1
/ p ^ BIKE RACK / ( .
PTTasE FIRE LANE SIGN DETAIL
/ I{ pDaCM 10tr NT.-, 5
ATMos H / / 2 l
SITE SPECIFICNOTES-
i
CONSTRUCTION NOTES:
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL
2. THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 3.26 ACRES (141,911 SE').
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3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE 'STORM SEWER SHEETS do DRAINAGE REPORT.
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(800) 344-8377
SUDDEN LINK COMMUNICATIONS: (979) 846-2229
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S. THE IRRIGATiON SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O.
2.
D' IS THE RESPONSiBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO
6. TRAFFIC IMPACT ANALYSTS IS NOT REQUIRED.
DATE
MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS
INCLUDES THE INSTALLATION OF A CONSTRUCTION EXiT AND SILT FENCE AS NECESSARY.
7. THE SUBJECT TRACT DOES NOT UE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA FLOOD
INSURANCE RATE MAT'S FOR BRAZOS. COUNTY. TEXAS. AND INCORPORATED. AREAS, COMMUNITY N0. 480083,
3' 12 z9" RULECRIVE FINISH METAL SIGN
s"
2x2 GALVANIZED
STEEL TUBE COLUMN
SET iN CONCRETE FOOTING, PROVIDE
GALVANIZED STEEL CAP WELDED TO
�70P OF TUBE PAINT TUBE AND CAP.
i 1
i
i
3 I La I
`*'•j .J i. ALL .CHARACTERS MUST 8E 60"
MINIMUM ABOVE GRADE OR SIDEWALK
2 ¢ I L] t� I / J REMOVED OR RELOCATED �.�
Z 1=, as. -Ju) /
/ J ! « / / x BIKE RACK DETAIL
o UI s a t(S' SIDE STREETNTS. ADA SIGN DETAIL
0 00 .t wz ai m / SETBACK LINNTS.
COO _j in
IID o J71 a _ to
35 n /
: i r
/ / / ai+u _ % l FIRE LANE MARKINGS
%
as /
/ Vf WATERLINEI / m x +� \ / za j "�� � 1• RED ALL CURBSWITM FOUR INCHB(4NDWHtTE LETTERING�
�Q / r j STATING 'FIRE LANE - NO PARKING -• TOW
111 a n M� / / , AWAY ZONE". WORDING MAY NOT BE SPACED
MORE THAN FIFTEEN FEET APART.
or DEMQNATE D 2. A SIGN TWELVE INCHES (12") WIDE AND
EIGHTEEN INCHES (18") IN HEIGHT SHALL BE
i / '• ina / / PARiGM MOUNTED
IN THE CONSPICUOUS
AND AT THE EACH
EXISTING / C7 /
/ / o p }- I tv LDOA71ONS SHOWN. SUCH SIGNS SHALL BE
} / 15 8U / 8" WATERLINE za CUM Z t «= TWELVE INCHES (12'7 WIDE AND EIGHTEEN
ONLY cn
INCHES HIGH WITH A COMPANION SIGN TWELVE
J ' INCHES (12") WIDE AND SIX INCHES (6' HIGH
{ N/F / : * / a`tc4im Q / { �'� STATING 'TOW -AWAY ZONE`. SUCH SIGNS SHAM
I
DONALD ROYDER AND, WIFE / 1 \ I W � t & m �I I BE PAINTED ON A WHiTE BACKGROUND WiTH
MAfjTHA ROYDE CALLED. OO / J 'Cl 9y ' co / I '. __ SYMBOLS. LETTER AND BORDER IN RED.
ACRE ACT I / j '\ o •- 1. SIGH SHALL COMPLY W!'iH THE CaCS
/ 662/107 i CV \ Q. FIRi: SERMCE STANDARDS.
ZONED R t r- X1
/ p ^ BIKE RACK / ( .
PTTasE FIRE LANE SIGN DETAIL
/ I{ pDaCM 10tr NT.-, 5
ATMos H / / 2 l
SITE SPECIFICNOTES-
i
CONSTRUCTION NOTES:
1. THE OWNER OF THE PROPERTY' IS FAMILY TRUST THE 5U1;lECT PROPERTY IS LOT 1, BLOCK 1.
WSJ -BORN BUSINESS PARK PROPERTY
TY IS IS ZONED R
I.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL
2. THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 3.26 ACRES (141,911 SE').
C2
EXISTING UNDERGROUND UTIUOES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN
ADVANCE OF CONSTRUCTION IS REQUIRED.
2'W
DIG TlSS: 800) 344-8377
3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE 'STORM SEWER SHEETS do DRAINAGE REPORT.
ANDREW MCMAHAN SURVEY, A -1 fi
ATMOS ENERGY: 800) 545-6005
4. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION
;'
(800) 344-8377
SUDDEN LINK COMMUNICATIONS: (979) 846-2229
PLANS.
VERIZON: (800) 344-8377
S. THE IRRIGATiON SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O.
2.
D' IS THE RESPONSiBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO
6. TRAFFIC IMPACT ANALYSTS IS NOT REQUIRED.
DATE
MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS
INCLUDES THE INSTALLATION OF A CONSTRUCTION EXiT AND SILT FENCE AS NECESSARY.
7. THE SUBJECT TRACT DOES NOT UE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA FLOOD
INSURANCE RATE MAT'S FOR BRAZOS. COUNTY. TEXAS. AND INCORPORATED. AREAS, COMMUNITY N0. 480083,
3.
THE CONTRACTOR iS RESPONSIBLE FOR INSPECTING
CT1 AND MAINTAINING THE EROSION AND
SEDIMENT CONTROL DEVICES. INSPECTIONS SHAD. BE DONE EVERT' 14 DAYS
PANEL NOS. 032SE. MAP NO. 48041CO32SE~ EEfECTiVE DATE: NAY 16, 2012.
(979) 268-3195 i
AND AFTER
EVERY RAINFALL EVENT OF 1/2' OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD
B. ALL RADIi AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED.
-�
DEPOSITED ON THE ADJACENT 5TREEiS AS A RESULT OF THE CONSTRUCTION OF THIS
PROJECT.
S. ALL PAVEMENT SHALL BE CONCRETE. REFER TO TYPICAL SECTION FOR PAVEMENT DEPTHS.
4.
THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPOES GENERAL PERMIT NO. TXR 150000
10. ALL UTILITY LINES (WATER, GAS. SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM
REQUIREMENTS FOR CONSTRUCTION SITES.
BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY
5.
PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER
FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND RILD EVIDENCE. SHOWN POSITIONS MAY NOT
REPRESENT AS -BUILT CONDITIONS
CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL. DISTURBED AREAS.
11. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO.
6:
ALL, CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2010 CITY OF BRYAN/COLLEGE
STATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER. ALL CONSTRUCTION SHALL,
12 ALL STORM SEWER IS PRIVATE STORM SEWER COVERS SHAD. B: LABELED PRIVATE AND SHALL NOT USE
BE COORDINATED WITH THE CITY ENGINEER'S OFFICE AND WELLBORN SUD STAFF.
THE CITY OF COLLEGE STATION LOGO ON COVERS.
7.
THE CONSTRUCTION SHALL COMPLY WITH OSHA. STANDARD 29 CFR PART 1926 SUBPART P
13. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE VB OF 6,034 SF IS 2.000
FOR TRENCH SAFETY REQUiREMENTS.
GALLONS PER MINUTE. TWO FIRE HYDRANTS ARE REQUIRED. TWO EXISTING HYDRANTS WILL PROVIDE
COVERAGE THE BUILDING WILL NOT HAVE A FIRE SPRINKLER SYSTEM.
E.
THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS
ESTABLISHED.
14. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WiTH THE CITY OF COLLECT: STATION UNIFIED
NDfF
DEVELOPMENT ORDINANCE
ATM_
OS
15. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHAD_ BE SCREENED FROM VIEWOR ISOLATED SO
AS NOT 110 BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RE''•i70EN71AL DISTRICT` WITHIN 150' OF THE
'I•
AT NO TIME MAY ANY COVER BE REMOVED FROM THE EASEMENT OR RIGHT-OF-WAY •
WITHOUT THE PRIOR ��� APPROVAL OF ATMOS ENERGY AND IN NO CASE MAY THE
B
SUBJECT LOT MEASURED FROM A POINT 5 FEET ABO VE GRAD E-�,AlGEI S GREENING SHALL BE COORDINATED
COVER OVER ATMOS EN tRRGY'S FAC
FACILITIES $ UC
E REDUCED TO LESS THAN 36 INCHES
N NES P OF
(TO
WITH THE BUILDING
Wf IDiNG ARCHilEC1URE AND SCALE TO MAINTAIN
AIN A UIQ IFlED APPEARANCE.
E
DRIVEWAY SURFACE
E 1TD TOP OF PIP ATMOS
TM ENERGY- MAY
E) REQUIRE
Q THAT ANA OS
TM
ENERGY REPRESENTATIVE R ENTA
17VE BE ON 517E DURING t7CCAVATI ON AND CONSTRUCTION OF THE
16. THE DUMPSTER ENCLOSURE SHALL BE A 6' TALL WOODEN OR STONE FENCE PER ARCHITECTURAL DETAILS.
CROSSING. ANY EXCAVATION PERFORMED BY A THiRD PARTY WITHIN 36 INCHCS
THE DUMPSTER AREA SHALL. BE 12' x 12' NOT INCLUDING ANY POLLARDS. IF THE DUMPSTER ENCLOSURE
MUST BE REMOVED FOR UliLTTY CONSTRUCTION WITHIN THE UtlllT'! EASEMENT, THEN THE PROPERTY OWNER IS
HORIZONTALLY OF ATMOS ENERGY'S FACILITIES MUST BE PERFORMED USING HAND TOOLS
OR OTHER METHODS APPROVED BY ON-SITE ATMOS ENERGY PERSONNEL THE DESIGN OF
RESPONSIBLE
N ISLE FOR THE REPLACEMENT
EMEENT OF THE ENCLOSURE
RE
DRIVEWAYS SUBJECT TO TRAFFIC OTHER
TH THAN PASSENGER S
CAR AND LIGHT TRUCKS MAY
REQUIRE Ep IRE ADDITtONAt COVER DRIVEWAYS OF CONCRETE CONSTRUCTION MUST BE
1 7. ANY EXPOSED CONCRETE O
ETE OVER 6" IN HEIGHT WILL $E SCREENED FROM VIEW OR TREATED TO LOOK LIKE A
STONE, BRiCK, OR OTHER ALTERNATIVES AS APPROVED BY THE M IhINiSTRATOR, INCLUDING THE DETENTION
CONSTRUCT® WITH FIBER MESH N
1 LIEU OF STEEL REINFORCEMENT
R t]di�tT AND INCORPORATE
��
EXPANSION. JOINTS AT 10 --FOOT INTERVALS ACROSS THE. EASEMENT OR RIGHT -Of -
POND OUTLET STRUCTURE
DRIVEWAYS OF CONCRETE OR ASPHALT CONSTRUCTION MUST BE PROVIDED wmI VENT
HOLES AS SPECIFIED BY ATMOS ENERGY. ATMOS ENERGY SHALL NOT BE RWONStBLE FOR
18. ELECTRIC SERVICE FOR THIS SITE IS PROVIDED BY BRYAN TEXAS UTILITIES, BTU. AND SHALL BE PER BTU
PLANS AND SPECIFICATIONS.
DAMAGE TO DRIVEWAYS OR VEHICLES PARKED WITHIN THE EASEMENT OR RiGHT-OF=WAY AS
A RESULT OF OPERATION, MAINTENANCE OR CONSTRUCTION OF ATMOS ENERGY FACIlIT1ES.
19. PHASE 1 INCLUDES THE MAiN DRIVE ISLE. BUILDING I. BUILDING . PARKING. DETENTION, PHASE 1
LANDSCAPING, AND UTILITIES SUPPORTING PHASE 1. SUBSEQUENT PHASES SHALT, INCLUDE BUILDINGS AND
2.
UTILITY LTtY LINES (UNDERGROUND) -
( ERGROUND) POWER, TELEPHONE, COMMUNICATION, ANDgo-DEGREE TELEVISION
MAY CROSSAR BELOW ATMOS ENERGY$ FACIMAY AT NEAR 90-D ANGLES
PARKING, PHASED LANDSCAPING, AND SUPPORTING UTILITIES ASSOCIATED WITH EACH BUILDING. PHASES 2.-5
DO NOT HAVE TO BE CONSTRUCTED IN SEQUENTIAL ORDER
IN A RAID
IN A STRAIGHT UNE PARALLEL 773 GRADE IN NO CASE MAY UNDERGROUND 1J71LiTY LINES
UTILITY
BE CONSTRUCTED AND LAID SUBSTANTIALLY PARALLEL TO AND WITHIN THE EASEMENT OR
RIGHT-OF-WAY. UNDERGROUND UTILITY LINES INSTALLED USING, OPEN DITCH CONSTRUCTION
20. THE DRB APPROVED A VARIANCE. AT THE JANUARY 10, 2014 MELTING, TO THE SITE BUFFER REQUIREMENTS
SHAD- BE MARKED WITH COLOR -CODED CONCRETE OR PLASTIC TAPE (TWO STRANDS OF
TO REQUIRE A STANDARD 15' WIDE BUFFER YARD WITH PLANTING,`',' ALONG THE WESTERN PROPERTY LINE &
4 -INCH MINIMUM WIDTH) PLACED ABOVE THiRD PARTY UTILITY LINES WITHIN THE EASEMENT
15' BUFFER ALONG THE SOUTHERN PROPERTY LINE WITH EXISTING VEGETATION AND ADDITIONAL PLANTING TO
OR RIGHT-OF-WAY. COLOR CODES SHALL COMPLY WITH AMERICAN PUBLIC WORKS
CREATE 100X OPACITY.
ASSOCIATION STANDARDS. A MINIMUM VERTICAL SEPARATION OF 18 INCHES SHALL BE
MAINTAINED BETWEEN THE BOTTOM OF ATM05 £NERGY'S FACILTTiES AND TOP OF THIRD
21. EXi17R10ft $UILDING AND SiTE LIGHTING WILL MEED THE STANDARD:, OF SECTION 7.11 OF THE; UNIFIED
DEVELOPMENT ORDINANCE: THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO
PAIRtY MARKING MATiERIAi_ tfitltY LINES INSTALLED BY BORING OR HORIZONTAL
DIRECTIONAL DRILLING SHALL MAINTAINA, MINIMUM VEF7iICAl. SEPARATION OF 18 INCHES
FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNIT 0 IN SUCH A MANNER
THAT THE PROJECTED CONE OF LIGHT DOl S NOT CROSS ANY PROPERTYUNE PLEASE NOTE THAT
BETWEEN BOTTOM OF ATMOS ENERGY FACILITIES AND TOP OF THIRD PARTY FACILITIES. IN
ADDITION. ELECTRIC POWER LINES SHALL BE ENCASED IN PVC CONDUIT WITHIN THE
COMPLIANCE WAIN THiS SECTION WILL BE VERIFIED AT THE TIME, OF BUILDING PERMIT AND CERTIFICATE OF
ATMOS ENERGY MAY REQUIRE THAT AN ATMOS ENERGY REPRESENTATIVE BE ON
OCCUPANCY
SITE URI
SITE DURING EXCAVATION AND CONSTRUCTION OF THE CROSSING.
22. AT NO 71ME WILL THE FIRE ACCESS 8E UNAVARMLE TO 'PHASE 1` AREA AFTER CO IS ISSUED.
CONSTRUCTION DURING PHASES 2-3 SHALL NOT BLACK FIRE ACCESS TO PHASE 1.
v EXISTING
61 STEEL PIPE J FIRE RANT \ /
/ \
NATURAL PIPELINE i
�A5 --
(COVERED BY LONE srAR 1 e
J GAS CO. BLANKET EASEMENT I \ / \ / / N F aR-M 0L -M - ' §T S7ING
I (148/478) J I j \ 1 >' i / / / / / ot-EXISTING ok 1' 3B 2'3 -19157" DRIVEWAY
I WAkTER W. RUOFF, JR. AND
DUMPSTER PAD / / X
� iMFE, LYNN M. RUOFF CALLED
1
r
694/111 .
L
_ ARE TRAGI L
_ >7 ,
I
_. FEN
' ZONED R '
N
�L�A
/ UNPTTED
' 20, / i \• JJ \ J / l / / PHASE
LINE TABLE
.LINE'
iENGTH` :N
iF DIRECiIT
L1 21.63' S57'12'12`W
12 49.56' S43'35'57'W
DRt W Y
g.
EXISTING
VE A
DRIVEWAY
M
VEW Y
iy,
P.U. J \ / 3-
ff
J 10583/53 ( , 1 J / / / PHASE
{ ( rl LOT 1, BLOCK 1 `� f [ /x s /
j 1 4.16 ACRES {' \ ( IN , M /
/ M / ZONED R
\ h0 n CIIq OF COLLEGE
/STATION R.O.W.
SKETCH OF EXISTING DRIIEWAYS
m
1 1 UTtL I I DEMAMD
SET$ C7 LINA 1 \ M! 1
/ I { { `E M J / 'rxASE M N MUM R -DEMAND PER BUiL0 N GPM
ZQA\ \ 4
TIFICATE
osDAVERAGE 3.75 GPM
Vol MAXIMUM (PEK}R�C -
15 GPM
3/4 DOMESTIC WATER METER
p o J / / TBM #1 SHA BE A BLACK MARK WITH RED, BLUE & PER BUILDING
IRE WHITE FLAGGI ON TOP OF THE ATMOS
! DtsTUJaeTaNc� - L �' , j � 9 \l ,i\ j 1 x r ,� ❑ ,
/ 1 - i j , ( / LEGEND ON THE NOR SIDE OF THE PPOPERTY, E JE 10i� , SANITARY SEWER DEMAND
>S / +1s PER BUILDING
\ j CO L,IAE
s (0 90% OF WATER DEMAND)
s' SIDEWALK / _284- - - - - EXISTING CONTOUR $2 J AVERAGE 3.38 GPM
/ I � i . I � - � j PHASE 5 BOUNDARY � ,�':
N 2 4 20 i MAXIMUM (PEAK) 13.5 GPM
I } I j
SANITARY SEWER
LINE
PUBLIC UTILITY EME+4 T TI MINOP )x LL �6
J ( FIXTURE UNITS = 250
-X-X-X-X- EXISTING FENCE
ENGINEERING Efi� FIXTURE UNITS
ALLOWED 700 REQUIRED
PIPE SLOPE OK
G \ j f W-4 EXISTING WATERLIN
�� °�-° �, / VICINITY MAP
I 'I I x PROPOSED PRIVATE SEWER LINE
PARKING ANALYSIS
REQUIRED PARKING:
2,945 SF OF OFFICE
1 SPACE (Y.g 250 SE
12 SPACES REQUIRED
16,689 SF OF WAREHOUSE
1 SPACE PER 1000 SF
17 SPACES REi ARED. _
TOTAL REQUIRED: 29 SPACES
9' WIDTH, 20' LENGTH TYP.
PROPOSED . _ KING:
46 SPACES PARKING
5 SPACES HANDICAP PARKING
51 SPACES PROVIDED TOTAL
X , / W -g PROPOSER WATER UNE WELLBORNBUSINESS
L.,Kr
i PIPELINE SETBACK
I i DETENTION .. _ .. _ .. .. _ .. - ..
i �dy POND. 2 \\ { i / \ / / \ -� 1
X j :f P P P ATMOS HIGH PRESSURE GAS PIPELINE
i (l PHASE
284 PROPOSED CONTOUR
N/F J.H. ROYDER REMAINDER OF �a i I x I M _
CALLED 10 ACRE TRACT 32/136 i _ ~ \• I I f i PROPOSED SETBACK
ZONED R w / - - 1 --349 x j - -- PROPOSED WATER UNE SLEEVES
UNTIL ATTED ` ` \ _ - 7% r ! I / `3 I \ i AE AE
x { 50' PINELAERIAL ELECTRICAL
ACK { FiRE HYDRANT
1 I
GATE VALVES
WHEEL STOP
l
_UNE
f / 15' Bu � r � PHASE
I J M x \ x
rl // o -'' j . Jr .--- -~�'� / // /l • \ ( LIMITS OF DISTURBANCE
J °j 20' ijUE SIDEWALK
/ „/ j / ► 10583/53 50. REAR/ x
M l J1
SETBACK UNE J` X '
VEHICLE ACCESS AREA INTO BUILDING
N/F Q ELECTRICAL TRANSFORMER
JAPES ED EPS AND GENE4VE EWS �I
EXISTIAG TREE //Nf I CA.716 ACRE TRACT
:.TA , l
UE UE UNDERGROUND ELECTRIC SERVICEAPD VECRON TRAIT 2, 2837/gs
J J
15�BUFFER / 11 f t �' uN°NED R / J PHASE LAYOUT ]DETAIL BUFFER LiNE
MARK
Curve Table
CURVE #
LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION
C1
84.93' 175.00' 02748'29' 43.32' 84.10' N1638'47W
C2
45.31' 25.00' FOTSI'02" 31.91' 39.36' 1,184>2
2'W
SKETCH OF EXISTING DRIIEWAYS
m
1 1 UTtL I I DEMAMD
SET$ C7 LINA 1 \ M! 1
/ I { { `E M J / 'rxASE M N MUM R -DEMAND PER BUiL0 N GPM
ZQA\ \ 4
TIFICATE
osDAVERAGE 3.75 GPM
Vol MAXIMUM (PEK}R�C -
15 GPM
3/4 DOMESTIC WATER METER
p o J / / TBM #1 SHA BE A BLACK MARK WITH RED, BLUE & PER BUILDING
IRE WHITE FLAGGI ON TOP OF THE ATMOS
! DtsTUJaeTaNc� - L �' , j � 9 \l ,i\ j 1 x r ,� ❑ ,
/ 1 - i j , ( / LEGEND ON THE NOR SIDE OF THE PPOPERTY, E JE 10i� , SANITARY SEWER DEMAND
>S / +1s PER BUILDING
\ j CO L,IAE
s (0 90% OF WATER DEMAND)
s' SIDEWALK / _284- - - - - EXISTING CONTOUR $2 J AVERAGE 3.38 GPM
/ I � i . I � - � j PHASE 5 BOUNDARY � ,�':
N 2 4 20 i MAXIMUM (PEAK) 13.5 GPM
I } I j
SANITARY SEWER
LINE
PUBLIC UTILITY EME+4 T TI MINOP )x LL �6
J ( FIXTURE UNITS = 250
-X-X-X-X- EXISTING FENCE
ENGINEERING Efi� FIXTURE UNITS
ALLOWED 700 REQUIRED
PIPE SLOPE OK
G \ j f W-4 EXISTING WATERLIN
�� °�-° �, / VICINITY MAP
I 'I I x PROPOSED PRIVATE SEWER LINE
PARKING ANALYSIS
REQUIRED PARKING:
2,945 SF OF OFFICE
1 SPACE (Y.g 250 SE
12 SPACES REQUIRED
16,689 SF OF WAREHOUSE
1 SPACE PER 1000 SF
17 SPACES REi ARED. _
TOTAL REQUIRED: 29 SPACES
9' WIDTH, 20' LENGTH TYP.
PROPOSED . _ KING:
46 SPACES PARKING
5 SPACES HANDICAP PARKING
51 SPACES PROVIDED TOTAL
X , / W -g PROPOSER WATER UNE WELLBORNBUSINESS
L.,Kr
i PIPELINE SETBACK
I i DETENTION .. _ .. _ .. .. _ .. - ..
i �dy POND. 2 \\ { i / \ / / \ -� 1
X j :f P P P ATMOS HIGH PRESSURE GAS PIPELINE
i (l PHASE
284 PROPOSED CONTOUR
N/F J.H. ROYDER REMAINDER OF �a i I x I M _
CALLED 10 ACRE TRACT 32/136 i _ ~ \• I I f i PROPOSED SETBACK
ZONED R w / - - 1 --349 x j - -- PROPOSED WATER UNE SLEEVES
UNTIL ATTED ` ` \ _ - 7% r ! I / `3 I \ i AE AE
x { 50' PINELAERIAL ELECTRICAL
ACK { FiRE HYDRANT
1 I
GATE VALVES
WHEEL STOP
l
_UNE
f / 15' Bu � r � PHASE
I J M x \ x
rl // o -'' j . Jr .--- -~�'� / // /l • \ ( LIMITS OF DISTURBANCE
J °j 20' ijUE SIDEWALK
/ „/ j / ► 10583/53 50. REAR/ x
M l J1
SETBACK UNE J` X '
VEHICLE ACCESS AREA INTO BUILDING
N/F Q ELECTRICAL TRANSFORMER
JAPES ED EPS AND GENE4VE EWS �I
EXISTIAG TREE //Nf I CA.716 ACRE TRACT
:.TA , l
UE UE UNDERGROUND ELECTRIC SERVICEAPD VECRON TRAIT 2, 2837/gs
J J
15�BUFFER / 11 f t �' uN°NED R / J PHASE LAYOUT ]DETAIL BUFFER LiNE
MARK
LOT 1, BUCK 1
VOL. 10583, PG. 53
1
3808 McCULLOUGH ROAD
ANDREW MCMAHAN SURVEY, A -1 fi
,.��..
COLLEGE STATION, BRAZOS COUNTY, TE
;'
SCALE: 1 "=4.0' APRIL 2014
REVISION
BY
DATE
(� h ■ Q Q , n THE SEAL APPEARING ON THIS
1t:
En
V V �� 1 �. LLC DEVENENT IWAA�UTH AUTHORIZED
CENSE
r >
2730 ,
! Dn mire Suite A NO. 109835 ON APRIL 18, 2014.
Longmire,
College Station, Texas 77845 ISSUED FOR REVIEW
979.764:3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR DLD DLD JPS 14-310 APRIL 2014
...................
*,
1 DEVEN L• DOYEN
.............................
109835 i
•-''" ��..�►��" psi',
FIRM # 1232 O
SCHULTZ ENGINEERING, LLC
W�,LLBORN BUSINESS PAR
PHASES 7 - 5
3808 McCULLOUGH ROAD
COLLEGE STATION, TEXAS
SUBJECT
PROPERTY
NOT TO SCALE
SITE PLAN
j
4.1 ACRI�S
LOT 1, BUCK 1
VOL. 10583, PG. 53
1
3808 McCULLOUGH ROAD
ANDREW MCMAHAN SURVEY, A -1 fi
,.��..
COLLEGE STATION, BRAZOS COUNTY, TE
;'
SCALE: 1 "=4.0' APRIL 2014
OWNER/DEVELOPER: SURVEYOR;
�vI
THE TRIPP FAMILY TRUST BRAD KERR, RPLS NO, 4502
1939 SEAMIST LANE KERR SURVEYING, LLC
�0
COLLEGE STATION, TEXAS 77845 409 N. TEXAS AVENUE r
(979) 219-2774 BRYAN, TX 77803 !i
cn
(979) 268-3195 i
ENGINEER:
-�
SCHULTZ ENGINEERING, LLC.
PO BOX 11995
COLLEGE STATION, TX 77842
(979)764-3900
SCALE
VERTICAL
HORIZONTAL -
PLOTTING SCALE: 1:1
FILE NAME: 14-310
r
X X X X X X X X X X X X X X X X /
X X X` X X X. X X X X X X X X /
X X X X
FUTURE ROAD STREETSCAPE X X I �, . X X X= X X X—
= 3 CANOPY & 6 o-1 (� Q
RE ROAD STREETSCAPE
M (PHASES 2-4) RASE,-��1- = 3 CANOPY & 4 J� /
..�� NON—CANOPY PER PHASE
PHASE 2 LANDSCAPING PHASE 5 LANDSCAPING (PHASE 5? .�
PHASE 3 LANDSCAPING PHASE 4 LANDSCAPING 1M
----- 0
o`r — / Ph` 4
o o a o o o o /
PHASE 3200 SLDING3 PHASE 3 BUILDING #3 PHASE 4 BUILDING #4 /' z
16' BLDG. HT.
3200 SF 3200 SF
'
FF=343.00 #6BLDG. HT. 16' BLDG. HT.
FF=344.10 FF --345.20 5''A Q /
® ccs sum=
?' ? • ...:
U E T E UE T ,� ,.�
Fr 66-
15 0 30
SCALE IN FEET
- w $ w- w- -s 15' BUFFER
ol
• ,i2� � 1 `}J to r � i �� ��ii � �^1' e .i'". -__t � � / ; /: a i - �i. �
�� • �� �t�1\����fi�s.11�111`�i��i.i�����itoVa���\���L� ` ♦ 1 � �
♦ r O ♦ /HASE f ®fJW AW I PHASE 5 -BUILDING #5 16' BLDG. Ht:'
PHASE 1 - S -s/' Q /. • - -r
POINTS PER PROJECT AREA: ' L �'� 16 BLDG. HT. i ' • ; ' _:
O � < FF=343.50
141,912 SQUARE FEET OF SITE AREA
141,912!1,000-142 '� �•. Q/ / /' `N
142 x 30 = 4,260 POINTS '�C��p`�Ir � � / , Q f / / � ;•' • , a : �
.ADDITIONAL LANDSCAPE POINTS FOR STREETSCAPE:oe
' • . / / �'
McCULLOUGH ROAD (254-25/ 50) x 300 POINTS =1,374 POINTS ` qpO�b
TOTAL POINTS REQUIRED: 5,634 POINTS
TOTAL POINTS PROPOSED: 5,860 POINTS (5,400 POINTS FROM CANOPY TREES = 92%)
.7L -S 5
MCCULLOUGH ROAD STREETSCAPE: oz� �6, y t/ / Q/ d• .. . ' "
M L
_ —^
CANOPY TREES (1. PER 32 )_ 229 — 8 CANOPY TREES RECJI11RFi7
BUFFER (PER DRB REQUEST):
(STANDARD 15' WIDE BUFFER YARD WITH PLANTINGS ALONG THE WESTERN PROPERTY LINE & 15' BUFFER ALONG THE
SOUTHERN PROPERTY LINE WITH EXISTING VEGETATION AND ADDITIONAL PLANTINGS TO CREATE 100% OPACITY)
BUFFER LENGTH: 39V
CANOPY TREES 0 PER 25'): 390' =16 TREES
SHRUBS 3' HIGH (1 PER Ty 390' =130 SHRUBS
PHASE 2 - 5
ADDITIONAL LANDSCAPE POINTS FOR STREETSCAPE:
FUTURE ROAD (710150) x 300 POINTS = 4,260 POINTS
TOTAL POINTS REQUIRED: 4,260 POINTS
TOTAL POINTS PROPOSED: 4,480 POINTS (3,600 POINTS FROM CANOPY TREES = 80%)
FUTURE ROAD STREETSCAPE:
CANOPY TREES (1 PER 32'): 710' = 23 CANOPY TREES REQUIRED
12 CANOPY TREES & 22 NON -CANOPY TREES
*2 NON -CANOPY TREES =1 CANOPY TREE
INSTALL 3 CANOPY TREES & 6 NON -CANOPY TREES PER PHASE
GENERAL NOTE:
100a1a 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.
IRRIGATION SYSTEM NOTES:
1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTINGS WILL BE
INSTALLED BY 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.
Otey
+. OL
lO /Q /
15' BUFFER
0
L res
o
PLANTING LEGEND
'' STREETSCAPE POINTS McCULLOUGH ROAD PHASE 1
SYMBOL SIZE NAME & TYPE QUANTITY
POINT VALUE TOTAL POINTS
TOTAL POINTS
3.5"& LARGER
LIVE OAK
(Quercus virginiana)
CANOPY
8
300
2400
3.5"& LARGER
TOTAL: 2400
10
300
3000
12
5 GAL
CANOPY
3600
p
(3' TALL MIN.)
WAXLEAF LIGUSTRUM
1.25" CAL
CREPE MYRTLE
1 PER 3 LINEAR
(ligustrum japonicum)
137
1.25" CAL
(EACH CANE)
m
O
40
320
Otey
+. OL
lO /Q /
15' BUFFER
0
L res
o
PLANTING LEGEND
'' STREETSCAPE POINTS McCULLOUGH ROAD PHASE 1
SYMBOL SIZE NAME & TYPE QUANTITY
POINT VALUE TOTAL POINTS
TOTAL POINTS
3.5"& LARGER
LIVE OAK
(Quercus virginiana)
CANOPY
8
300
2400
3.5"& LARGER
TOTAL: 2400
PLANTING LEGEND
LANDSCAPE POINTS PHASE 1
SYMBOL S17E NAME & TYPE QUANTITY POINT VALUE TOTAL POINTS
SYMBOL SIZE NAME & TYPE ` " QUANTITY POINT VALUE
TOTAL POINTS
LIVE OAK
LIVE OAK
2.1-3.e CAL
''
3.5"& LARGER
(Quercus virginiana)
10
300
3000
12
5 GAL
CANOPY
3600
p
(3' TALL MIN.)
WAXLEAF LIGUSTRUM
1.25" CAL
CREPE MYRTLE
1 PER 3 LINEAR
(ligustrum japonicum)
137
1.25" CAL
(EACH CANE)
(Lagerstoemia indica)
8
40
320
(EACH CANE)
NON -CANOPY
22
40
880
5 GAL.
WAXLEAF LIGUSTRUM
NON -CANOPY
(ligustrum japonicum)
14
10
140
SHRUB
TOTAL: 3460
_ Itz.-Engineering; :L.L C---..-2730 Lon mire Suite A
College Station, Texas 77845
:..979.764.3900 TBPE NO.12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR DLD DLD JPS 14-310 APRIL 2014
LEGEND
*■ ; + .�*•� DISTURBED AREA LIMITS
i
I
•-- --- IRRIGATION SLEEVE
BUFFER TREES PHASE 1
SYMBOL SIZE NAME & TYPE QUANTITY
SYMBOL SIZE NAME & TYPE ` " QUANTITY POINT VALUE
TOTAL POINTS
LIVE OAK
LIVE OAK
2.1-3.e CAL
(Quercus virginiana)
19
'
CANOPY
(Quercus virginiana) -
12
5 GAL
3600
p
(3' TALL MIN.)
WAXLEAF LIGUSTRUM
1 PER 3 LINEAR
(ligustrum japonicum)
137
1.25" CAL
FEET
SHRUB
WELLBORN BUSINESS
PHASES > - 5
3808 McCULLOUGH ROAD
COLLEGE STATION, TEXAS
-_f M 4
- II
LANDSCAPE & STREETSCAPE POINTS PHASES 2-
SYMBOL SIZE NAME & TYPE ` " QUANTITY POINT VALUE
TOTAL POINTS
LIVE OAK
'
3.6'& LARGER
(Quercus virginiana) -
12
300
3600
CANOPY
1.25" CAL
CREPE MYRTLE
(EACH CANE)
(Lagerstoemia Indica)
22
40
880
NON -CANOPY
TOTAL:
4480
LANDSCAPE PLA
FOR _I
UUMPLIA'N"CE
JUN '2 4 ,2014
0"U. -k k. z;� i#A !QN
DEV EL PMEN SERVICES
PLAN' FILED;
SCALE
VERTICAL NIA
HORIZONTAL 1 "=30'
PLOTTING SCALE: 1:1
FILE NAME: 14-310
SHEET