HomeMy WebLinkAboutDrawingsCISTERN WITH STUCCO
WAINSCOAT REF, NRA
SUBMITTAL
SIDEWALK WITHIN PUE, rN,•
SEE SITE PLAN NOTE 21
U 20 40 60
SCALE: V=20'
CAUTION: CONTACT THE TEXAS EXCAVATION
SAFETY SYSTEM (DIG TESS) AT 1-800-344-8377
TO LOCATE EXISTING UTILITIES PRIOR TO
CONSTRUCTION. CONTACT GESSNER
ENGINEERING IF CONFLICTS OCCUR.
BUILDING DATA SUMMARY
EXSTING USE: VACANT LOT
---341---
PROPOSED USE: SOUTHSIDE PLAZA PHASE 2 RETAIL CENTER
NO. OF STORIES: 1
PROPOSED MAJOR CONTOURS
PROPOSED TOTAL SF
BUILDING: 12,424
HEIGHT (FT)
28
TYPE
IIB
BUILDING SPRINKLER
YES
FIRM MAP NO:
48041 CO201 D
(Not located in 100 year floodiain or floodway)
I
777777
PARKING TABULATION
PARKING REQUIREMENT:
11250 SF; 1165 SF INTENSE USE
TOTAL SFREQUIREMENT
12,423.92 SF/ 250 = 50 SPACES
MORE INTENSE USE INCLUDED:
12,423.92 SF*0.25= 3,105.98 SF
ACTUAL MORE INTENSE USE
(RESTAURANT):
4,800 SF•3,105.98 SF=
1694.01 SF/ 85= 27 SPACES
TOTAL PARKING REQUIRED:
50 + 27 = 77 SPACES
TOTAL PARKING PROVIDED:
79 SPACES (75 STD, 4 HC)
PROPOSED WATER METER
UTILITY
DEMANDS
Mnimum Water
0 GPM
-77
Maximum Water
287 GPM
(Peak Flow =Avg. Daily Flow* 4)
Average Water
3 GPM
Max Sewer Load
275,520 GPD
(Based on 16 hour day usage)
Fire Flow
Requirement
I
11,225 GPM
(Based on Fire Code Tables
B105.1 & C105.1)
LEGEND:
..... •.• �•.� PROPERTY LINE
— — ADJACENT PROPERTY LINE
BUILDING SETBACK LINE
EXISTING PAVEMENT EDGE
-- —� -- FIRE LANE
— — 340— — --
EXISTING MAJOR CONTOURS
---341---
EXISTING MINOR CONTOURS
340
PROPOSED MAJOR CONTOURS
341
PROPOSED MINOR CONTOURS
REFER TO ARCHITECTURAL PLANS FOR COMPLETE BUILDING DIMENSIONS.
PROPOSED LANDSCAPE WALL
W
EXISTING WATER LINE
-- —
PROPOSED WATER LINE
SS
EXISTING SANITARY SEWER
SOUTHSIDE PLAZA PHASE 1 LOT 1 AND HARLEY SUBDIVISION LOT 2 SHALL BE CONSIDERED'
PROPOSED SANITARY SEWER
PROPOSED STORM LINE
ONE BUILDING PLOT.
EXISTING SANITARY SEWER MH
O
PROPOSED SANITARY SEWER MH
*FH
EXISTING FIRE HYDRANT
PROPOSED HANDICAP PARKING
t
PROPOSED WATER VALVE
PROPOSED WATER METER
0 :
PROPOSED SS CLEANOUT
a
PROPOSED SS DOUBLE CLEANOUT
UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN
FDC
PROPOSED FIRE DEPT. CONNECTION
•
PROPOSED 30" HDPE INLET
IS,
1
BIKE RACK DETAILS
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CISTERN WITH STUCCO
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LIMA
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W
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\�,-..._..—.28>.--\ �----ter.-•L`--_.._.._._--�`�s'��/
' 4-282—\ _ _— __ _ — _
_�._
MD WHEELER LTD.
A 005401 R. STEVENS (ICL)
IrDAf*T AQ 4 AP -121=A Al dA
/
-?(5' 3%
\ EAST FRONTAGE ROAD (R,O:W VARIES) ` 1
J \
SITE PLAN NOTES:
APPROXIMATE LOCATION
RIPRAP AT POND OF TRANSFORMER PAD, 1)
REFER TO ARCHITECTURAL PLANS FOR COMPLETE BUILDING DIMENSIONS.
OUTFALL PER CITY OF COLLEGE 2)
FOR THE PURPOSES OF SIGNAGE AND NON-RESIDENTIAL ARCHITECTURAL STANDARDS,
STATION ELECTRICAL PLAN
SOUTHSIDE PLAZA PHASE 1 LOT 1 AND HARLEY SUBDIVISION LOT 2 SHALL BE CONSIDERED'
b c5
C9
ONE BUILDING PLOT.
CV C,4 3)
REF. ARCHITECTURAL PLANS FOR PROPOSED SITE SIGNAGE.
--0`4)
ALL SIGNS ARE TO BE PERMITTED SEPARATELY.
E UE UE 5)
EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF TH
UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN
OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY.
f
FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOE
NOT CROSS ANY PROPERTY LINE.
6)
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL
.0' 4.
OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHA
L
USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM
{TIG U I G
THE PROJECT SITE.
1 FRE= 28000
, 7)
DURING
t
WAST ROLL OFF BOXES ANDOR METAL UMPSTERS SHALAND
SWASTE G L BE BE
CONSTRUCTION. SOLD
21.17 0'
SUPPLIED BY THE CITY OF COLLEGE STATION OR CITY PERMITTED CONTRACTOR(S) ONLY.
j 8)
EXISTING WATER AND SEWER LINES SHOWN ARE BASED ON SURVEYED INFORMATION AND
/
CITY OF COLLEGE STATION UTILITY MAPS. CONTRACTOR TO FIELD VERIFY TIE-IN LOCATION6
m
AND FLOWLINES OF EXISTING LINES. :
i 9)
ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VII
W
I
OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL
DISTRICT WITHIN 15V OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE
/
GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AN
/
SCALE TO MAINTAIN A UNIFIED APPEARANCE.
✓ ^� 10)
100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, ORA
PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREA, Ti
E
PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING
\
CONSTRUCTION.
11)
IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A
REDUCED PRESSURE PRINCIPLE BACK FLOW.DEVICE, OR A DOUBLE-CHECK BACK FLOW
J
DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394.
12)
ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER Cin
ORDINANCE 2394.
JQ8 13)
ALL WATER LINES TO BE CL 235 DR 14 PVC, MEETING AWWA C-900 OR C-909 STANDARDS.
�- -- -� 14)
ALL SANITARY SEWER LINES TO BE SDR 26 PVC. WHERE NINE (9) FEET OF SEPARATION
CANNOT BE ACHIEVED BETWEEN WASTEWATER LINES AND WATER LINES, THE WASTEWATE
LINE SHALL BE CONSTRUCTED OF PIPE MATERIAL AND JOINTS HAVING A MINIMUM PRESSUR
RATING OF 150 PSI. REFERENCE TCEQ §217.53 (d) FOR FURTHER REQUIREMENTS.
N 15)
WHERE NINE (9) FEET OF SEPARATION CANNOT BE ACHIEVED BETWEEN MANHOLES AND
WATER LINES, THE WATER LINE SHALL BE ENCASED IN A NEW ENCASEMENT, A MINIMUM OF
EIGHTEEN (18) FEET LONG, WITH A PRESSURE RATING OF AT LEAST 150 PSI AND NOMINAL
\
DIAMETER OF AT LEAST TWO SIZES LARGER THAN THE EXISTING OR PROPOSED WATER LINE
.
8s
REFERENCE TCEQ §217.53 (d) FOR FURTHER REQUIREMENTS.
4.1 16)
SANITARY SEWER LINES SHALL BE CONSTRUCTED W ACCORDANCE WITH TCEQ
{•5' ' °0
REQUIREMENTS FOR SEPARATION AND CROSSINGS, AND IN ACCORDANCE WITH THE 2009
.- r- F
F
INTERNATIONAL PLUMBING CODE.
$n
\ 17)
METERS TO BE IN A VAULT AND TOUCH -READ. ALL METERS TO BE LOCATED WITHIN THE P.0
43:5 18)
ALL FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE CITY'S ISOLATION VALVi
.
THE LOCKABLE LID SHALL, AT A MINIMUM, SUPPLY THE EQUIVALENT PROTECTION AS THE
1
AMPro USA, LL662 LOCKABLE LID. ALTERNATE LOCKABLE LIDS SHALL BE APPROVED BY THE
i
COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE.
l 19)
ALL UTILITY LINES ARE PRIVATE UNLESS NOTED OTHERWISE.
Ur
20)
PROPERTY IS LOCATED WITHIN THE HARLEY WATER IMPACT FEE AREA.
ry 21)
SIDEWALK WITHIN PUE SHALL NOT BE PART OF THE FOUNDATION AND IS REMOVABLE IF
R�
NECESSARY FOR MAINTENANCE OF UTILITIES WITHIN THE PUE.
X1.9'
219 v
U)
IF IHE'VIEWELDO
r
PAVING SHALL BE W CONC.R] N
W/ #4 BARS @ 18" C -C �.
NOTE: CEDAR SCREENING
GATE SHALL BE AT LEAST APR 2 12011
V H. x 12' W. W/ 1800 SWING
CCLLc>
DEVELOPt Ft:
SINGLE DUMPSTER PAD M -AT FILED:
FOR 4- OR 8- YD. UNITS
PER CITY OF COLLEGE STATION SITE
7.T
S, DESIGN STANDARDS, P.14-16
25281
�E:
18V (c
W V.
SS
E E
t. ,•, �•4 a ,� 4. d '• ' •
W (0
\ STABILIZE SUBGRADE PER
x -GEOTECHNICAL ENGINEER'S
RECOMMENDATIONS
* SEE PLAN FOR THICKNESSES OF CONCRETE PAVEMENT
CONCRETE PAVEMENT
#4 BAR,
CONTINUOUS
6"
SEE GRADING
PLAN �ti�ti fc
SLOPE
OR
�" a �,• ., •.
a A ,!..• �,i •�, A v
PROJECT. BENCHMARK:
NAIL IN EXISTING POWER POLE LOCATED
APPROXIMATELY 'I76' SOUTHEAST OF THE
EXISTING ENTRANCE TO THE PROJECT,
ELEV= 279.72 MSL
Al
Of
V1
P
ECT
TION
LOCATION MAP -
NTS
ELEV=11.08'
WESCO 6,500 I Vv In X71 W RIVI Lr -VI
.ON WATER 8" OUTLET FL =9.94'
RAGE TANK ELEV=6.00'
40224), OR 3" OUTLET FL=6.00'
ROVED " PVC PIPE
IVALENT. ,/^8
I ELEV=0.0V
�- ----- 9.92' ---------I 1" OUTLET FL=0.00'
TAN_ K DETAIL (THREE TANKS
NTS
(.1. Keystone (Or Approved
. Low Permeable Soil Equal) Cap Unit
Keystone (Or Approved
Equal) Standard Unit
\�\\��`�•�`,� 4 s 1" -1 1/4"
RETAINED SOIL�ti. 8" Finished Grade
Ina a Fill 24" a
g
/ 12 '
i ,Stone) •r 4 � � � " a'
s<imate Limits �t// • ' • ., � � \B�\��\
avation
Crushed Stone Leveling Pad
rfarated PVC Drainage Tile
Dad in Filter Fabric FOUNDATION SOIL
SITE PLAN
FOR:
UTHSIDE PLAZA PHASE 2
4081 HIGHWAY 6 SOUTH
COLLEGE STATION, TEXAS
1.66 ACRES
BLOCK 'I SOUTHSIDE PLAZA PHASE
ND A PORTION OF LOT 2, BLOCK 1
HARLEY SUBDIVISION
ZONING: C'-1 COMMERCIAL
OWNER:
1 SCS EIS TERPRISES, LP
4 193 STATE HWY 6 SOUTH
CC LEGE STATION, TX 77845
T LEPHO E:979-690-6766
CON rACT: RON SMITH
ARCHITECT:
HARRY W. BOSTIC
4500 CARTE CREEK, SUITE 203
B
RYAN T 02
, EXAS 77 $
TELEPHONE: (979) 846-3366
MANF
—Ir -
PREPARED BY:
Gessne
Engineen,
F I,• • is
1712 Southwest Pky, Ste 1
M`USSA P. THOMAS
.,.. 98398 . w� College Station, Texas 771�CSH ��.;`' P.O. Box 14763, 77842-07
979.680.8840 (Phone)
979.680.8841 (Fax)
www.gessnerengineering.(
Firm Registration Number:
F-7451
•IN
aM!" tnn imim i wnmt^-�
SET 5/8"0 IRON
•H CAP
NOW OR FORMERLY
M.D. WHEELER, LTD.
61.480 ACRES
VOL. 3007, PAGE 341
CURRENT ZONING: A-0 AGRICULTURAL, OPEN)
SCALE: 1 " = 20'
PROJECT LC CATION
ROCK
PRAIRIC
ROCK
Ch
(UNPLATTED) PPk
P
O 10 50 �� t911'
5 25 100 y�C
\ SCALE IN FEET1/0
/
ti \
NOW OR FORMERLY / rp`�' \ /<'� ��0 •�1� \ �/ yG'yj��'F`
BLUE DOLPHIN CLUB, INC.
VOL.2.116 ACRES443, PAGE 804 /i O RS• \ �4SAG `r`� GENERAL NOTES:
CURRENT ZONING: C-1 GENERAL COMMERCIAL) ya �(+. \ C����j� * PLAT BEARING USED AS BASIS -OF -BEARING.
(UNPLATTED)
� THIS PROPERTY IS NOT IN A 100 -YEAR FLOOD HAZARD AREA AS ESTABLISHED BY THE EMERGENCY
�
MANAGEMENT AGENCY (FEMA). MAP NUMBER 48041CO201D, REVISED EFFECTIVE DATE FEBRUARY 9, 2000.
-Q>
SUBJECT PROPERTY IS CURRENTLY ZONED: C-1 (GENERAL COMMERCIAL)
j\ PROPOSED LAND USE WILL CONSIST OF A RESTUARANT AND SMALLER VARIOUS GENERAL RETAIL STORES. \
OSET 5/8"0 IRON THE SUBJECT PROPERTY IS LOCATED WITHIN THE 99-01 HARLEY IMPACT FEE AREA FOR WATER.
ROD WITH CAP (THE CURRENT FEE IS $769.91/ LUE AND IS DUE AT TIME OF BUILDING PERMIT. LUE UNITS ARE DETERMINED
/ \ \ BY QUANTITY AND DISPLACEMENT OF WATER METERS NEEDED).
FOR THE PURPOSES OF SIGNAGE AND NON-RESIDENTIAL ARCHITECTURAL STANDARDS, LOT 1, BLOCK ONE,
SOUTHSIDE PLAZA - PHASE I AND LOT2, BLOCK 1, HARLEY SUBDIVISION SHALL BE CONSIDERED AS ONE BUILDING LOT.
VICINITY
/) f �) w''� ` J► I�
\ \s• \ \/ j,i ' 1� N.T.S. '�/i/"�r
20 6, % \
/ \ FIELD NOTES
0.865 ACRE TRACT
BEING ALL OF THAT CERTAIN TRACT OR PARCEL OF LAND, LYING AND BEING SITUATED IN THE ROBER STE-VENSON SURVEY, ABSTRACT NO. 54, COLLEGE STATION,
�Dc / BRAZOS COUNTY, TEXAS AND BEING ALL OF THAT 0.86 ACRE TRACT (CALLED) CONVEYED TO STEPHE W. VAUGHAI4 BY KEITH JAMES DOPSLAUF, DEED RECORDED
IN VOLUME 3815, PAGE 34, OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS AND BEING MORE PARTIC JLARLY DESCRIBED .BY METES AND BOUNDS AS FOLLOWS:
v, 1 BEGINNING: AT A 1 /2 0 IRON ROD FOUND AT THE MOST WESTERLY COMMON CORNER OF THIS TRACE
h� �� � / AND THE BLUE DOLPHIN CLUB, INC. 2.116 ACRE TRACT
`
�\y / (443/804), SAME BEING IN THE NORTHEAST RIGHT-OF-WAY LINE OF TEXAS HIGHWAY 6;
��o G / THENCE: N• FOR THE 346.95
COMMONALONG HE COMMON LINE CORNER OF SAID TRACTS, SAME THIS TRACT BEING FND IN THEOID LUE DOLPHIN CLUB, INC. TRACT TOA 5/8"0 IRON ROD
WITH CAPSET
THWEST LINE OF THE M.D. WHEELER 61.48 ACRE TRACT
(3007/341);
/
THENCE: S 45'26'53" E - 107.51 FEET ALONG THE COMMON LINE BETWEEN THIS TRACT AND SAID/ HEELER 'TRACT TO A 5/8" 0 IRON ROD WITH CAP SET AT / THE MOST EASTERLY COMMON CORNER OF THIS TRACT AND THE RSCS LIMITED CO. 4.00 ACRE TRA (5273/69);
�G
0.865 ACRE TRACT THENCE: S 47°53'48" W - 349.66 FEET ALONG THE COMMON LINE BETWEEN THIS TRACT AND SAID SCS LIMITED CO. TRACT TO A 1/2"0 IRON ROD FOUND AT
\'l QJO��� THE MOST WESTERLY COMMON CORNER OF SAID TRACTS, SAME BEING IN SAID TEXAS HIGHWAY 6 LN: --1
�a� LOT 1 BLOCK 0 N E THENCE: N 48° 15'45" W - 50.88 FEET AND N 40° 12'50" W - 57.39 FEET ALONG SAID TEXAS HIGH AY LINE TO THE PLACE OF BEGINNING; AND CONTAINING 0.865
�
' ' ACRES OF LAND, MORE OR LESS, ACCORDING TO A SURVEY MADE ON THE GROUND UNDER THE SUF RVISION OF DONALD D. GARRETT, REGISTERED PROFESSIONAL
LAND SURVEYOR, NO. 2972 ON FEBRUARY 8, 2010.
/brl', CERTIFICATE OF OWNERSHIP AND DEDICATION PPROVA OF HE CITY ENGINEER
STATE OF TEXAS
/ COUNTY OF BRAZOS I ....................................................... City Engin er of the City of College Station, Texas hereby certify
that this Subdivision Plat conf rms to her quirements to the Subdivision Regulations of the City.
\ \ G'L• I, Ron Smith, the owner and developer of the land "shown on this plat, and designated herein as the
SOUTHSIDE PLAZA — PHASE I, Subdivision to the City of College Station, Texas, and whose name is
subscribed hereto, hereby dedicate to the use of the public forever, all streets, alleys, parks, ......................................................
infrastructure, easements, and public places thereon shown for the purpose and consideration therein City Engineer
expressed. City of College Station
�jTt.............................................I...........
/ APPROVA OF THE PLA NTNG AND ZONING COMMISSION
716 Ron Smith / Owner, R.S.C.S.
i70 NOW OR FORMERLY STATE OF TEXAS
� \ 3 ^ cc��`............................................ .. ....., Ch i ma I of the Planning and Zoning Commission of the City of
\ \ \O \ 8 ` $_J LOT 2, BLOCK 1, HARLEY SUBDIVISION CollegeaStaotf n, herebycertify that O hed plat was duly approved by the Commission on the
RSCS LIMITED CO. COUNTY OF BRAZOShat the ttci
0 4.000 ACRES Before me, the undersigned authority, on this day personally appeared, known to me to be the person Y
VOL. 5273, PAGE 069whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the
\ CURRENT ZONING: C-1 GENERAL COMMERCIAL) some for the purpose \ stated.••••••••••••••••••••••••••••••.......I....••••• ..................•• Chairman
i
�� CAO \ Given under my hand and seal of office this ........ day of ................. 2010.
Q i
`9S>� OS's SFO \ / ATTEST:
O
;9C, t� , L \ / Notary Public, Brazos County, Texas
.................................. ......... ............. ..
706 \/Q� \ City Secretary
,r7• \ E9S�� CERTIFICATE OF THE COUNTY CLERK
STATE OF TEXAS
COUNTY OF BRAZOS
OI . ...................................................... County Clerk, in and for said county, do hereby certified that this
�tc ^, �ej \ plat together with its certificates of authentication was filed for record In my office the .. day
o
• 1� of .................................. 2010, in the Deed / official Records of Brazos County Texas, in Volume
....................... Page ...................
F1
.................................................................
\ \ \ O County Clerk, Brazos County, Texas
el
!� �. Ah \ \ \ % N/I 1.[ P LAT
CERTIFICATE OF THE SURVEYOR SOUTHSIDE P Z A PHASE
•� (i �� G , \ \ \ 9 co,
1, DONALD GARRi= Gi5T�& PU�L1C SURVEYOR NO. 2927, OF THE STATE OF TEXAS, HEREBY CERTIFY
Cb �Q� \ \ �`� F` THAT THIS PI /� �1}E' , AN�CRJQIZ�y I'A41 .,ND WAS PREPARED FROM AN ACTUAL SURVEY OF THE PROPERTY
S� �� �� N ON THE GROUND
0 \ \ \ (��'� S�9 AND AT THEOIETE$,ANT PF�DK —� V �,MENTS
BING SAID SUBDIVCISION WILL DESCRIBE R CED UNDER MY LOSED SED GEOMETRIC FORM.
X` S h �� g \ \ \ \ '% o ��o �% ; ° °� e � : F° ` 0 86=1 ACRE TRACT
O,� '9� �,tioo� \ eco ss�s. ; A° r ; VOLUME 38099 PACE ? . & VOLUME 3815, PAGE 34
�•9C Jap O� \ \ \ `rF� F°c /y��F DONALD CARR s �Nb�s?+'s'
o \� ti� s E4 , ROBERT STEVEN N S RVEY — ABSTRACT NO. 54
.pr�'��,o COLLEGE STATION BRAZOS COUNTY, TEXAS
ti
0"90 \ 96 �s,
SCALE: 1 "= 20'
SEPTE ( BER, 2010
Wf OF
• O ��� ��too
•` y. y� �RTiFlCATE OF THE ENGINEER k
�iJ�1 n
• ! � �L�9/L ;, I, DONALD,� #RETT REGISTERED P�4SIONAL ENGINEER N0.22790, IN THE STATE OF TEXAS HEREBY ` /+)r•/�� • O
/ CER THAT `� til IT4G �G0 IDER4TION HAS BEEN GIVEN TO THIS PIAT. GARRETT ENGINEERIN owNER / DEVELOPER: RON SMITH, RSCS LIMITED CO l( ((//��VVVV�•••
v O` gyp. t3 L, suiting Engineering & Land S e n
'9 ° • g g g ,Yi g 8706 SANDSTONE DRIVE
�� . Q A �' '`°� 4444 Carter Creek Parkway Suit 108 COLLEGE STATION, TEXAS 77845
�V4.16
Bryan, Texas 780TELEPHONE: (979) 696-3910
61
Phone. 979 / 8462688
J DONALD GAR g E ` ,
GREASE TRAP LOCATED 90' MAX.
FROM STREET ACCESS AT
S45' 36' 53" E 107.51' DUMPSTERS
S45' 36' 53" E 495.45'
'
-----_—.-..-.-._.-._._.
--
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---
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SPRINKLER NOTES: rp
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'..''... ".'.' .:'. '..' . •': '.:. : ". ' ...:'.:' . "•'. ":.
X
I
O
IRRIGATION SYSTEM TO BE PROTECTED BY
I
I
1 15' B. L. ----------------__�__--�_---_----_—`—_.__—__ —__ - _------'-----------------
zE I --------------
i rash
ick Up ( 1
i1
1 oading
1
Pick Up ( ,
I 1
1 Loading 1
1 Existing '
1 Area #5
1 - - - - - 3000 sf 1
i
1 I 1
1 � ,
1
1
1 I
1 i �
1 ,
1 '
,.•.....
X 1 Pick Up Loading I ,
EITHER A PRESSURE VACUUM BREAKER OR � '. •, •'.r, • •, .. •, •'. •, .••'• .•,'.'.•.: •.••,':•,'.'.�•,'.'.•_'• •.•.'.•,'• •.•: • •.•,'.••'• •.••.'• •:•,: �•'. •. �,': •:•.'• •.•.'.••,: •,'' :••,''
L- 1
I-
XREDUCED PRESSURE BACK FLOW DEVICE
1
INSTALLED PER CITY ORDINANCE 2394, I
a I ¢ 1
ALL BACK FLOW DEVICES MUST BE INSTALLED
AND TESTED UPON INSTALLATION AS PER CITY LIl / L _ J I i " 11 , ,' �' '• 1 n- DUMPSTER ' I
ORDINANCE 2394 I.i:l / L L L _ _ _ _ ,- _ _ J L,_ - - - I I I I I I ,_ - _ _ Truck Loading I ,
I
-JL_JL_ J
AN IRRIGATION PLAN WILL NEED TO BE _ 1
APPROVED PRIOR TO INSTALLATION. _.-.._.. ..._ _ ,.
10
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STREETSCAPE REQUIREMENTS LANDSCAPE SYNOPSIS F.w,XN L A I �1 s C A P E P AN
OWNER/DEVELOPER
HWY. ROAD FRONTAGE = 107.55' SITE AREA = 0.78 AC, + 0.86 AC, = 1,64 AC, STATE HWY. NO. SCALE: 1"=20'-0"
107,55 / 50 = 2.15 X 300 POINTS = 645.3 POINT REQUIRED, 1.64 AC. x 43560 = 71,438.4 SQ. FT. 6 FEEDER ROAD
71,438.4 / 1000 = 71.4384
CANOPY TREES REQUIRED = 107.55' / 25 = 4.032 = 5 TREES 71,4384 X 30 = 2,143,152 POINTS
DOUBLE POINTS REQ'D (FOR ABSENCE OF BERMS) 2143 X 2 = 4286 LANDSCAPE NOTES
2 -LIVE OAKS = 2 X 300 = 600 TOTAL LANDSCAPING POINTS REQUIRED 4286 + 645 = 4931 1. ALL LAWN AREAS TO BE PLANTED WITH COMMON BERMUDA SOD
6 -CREPE MYRTLE (2 FOR 1) = 6 X 40 = 240 AND/OR HYDROSEEDING. ALL PLANTING SHALL BE WATERED BY AN
36 -JUNIPER = 36 X 10 = 360 CANOPY TREES REQUIRED = 4,931 X 5090 = 2465.56 POINTS AUTOMATIC UNDERGROUND IRRIGATION SYSTEM, ALL ISLAND AREAS MUST
10 -HAWTHORN = 10 X 10 = 100 BE PLANTED OR HAVE ENHANCED PAVING.
TOTAL = 1,300 3.5" CAL, CANOPY TREES ® 300 POINTS = 6 X 300 =1,800
LANDSCAPE POINTS TOTAL =4,055 2 CAL. CANOPY TREES @ 75 POINTS = 1 X 75 = 75 2. 1009* OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK
STREETSCAPE POINTS TOTAL = 1,300 NON -CANOPY TREES: CREPE MYRTLE Q 24 X 40 = 960 (NOT LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT
TOTAL POINTS PROVIDED =5,355 INDIAN HAWTHORN ® 76 X 10 = 760 ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK,
JUNIPERS ® 46 X 10 = 460 RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING
LANDSCAPE PD1 TS TOTAL =4,055 CONSTRUCTION
RON SMITH
RSCS ENTERPRISES, LP
8706 SANDSTONE DRIVE
COLLEGE STATION, TX 77845
PHONE: (979) 696-3910 NORTH
HARLEY SUBDIVISION
LOT -1 BLOCK -1
SOUTHSIDE PLAZA PHASE 1
AND A PORTION OF LOT -2 BLOCK -1 DATE: PR JECT NAME:
TOTAL SITE AREA WITH 0.86 AC 01-26-2011 , 00TH S I D E PLAZA: P HAS E 2
ADDITION = 4.86 AC. A P OPOSED DEVELOPMENT FOR:
'
RSCS Enterprises, LP
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COLLEGE STATION, TEXAS