HomeMy WebLinkAboutDrawings00 20 P.U.E. & P.R.A
15�p G,P RAHAM CORNER PLAZA
�y 9y�M �tigM BLOCK 1, LOT 2 I
6' SITE coRNF� 1��'I'F \CURB G ZZONLE-1 6i'MENT—L fD
R• N TO W-8 W-8 W-8 W-8 I
MFNT PROPOSED ERNE h LAY -OF -HOSE, <300'
00I
R •
20' PRIVATE ACCESS EASEMENT —i
0/VICINITYMAP, N.T.S. 1 0' X10' P`.n WHOE STRIPE, 7YP — ` 00 4
Nd
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EN
00 _ i A--------------
2 0'
20' P. .E.e0 s TYP z83 N
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71
�D O DW A� \ � �A� •/ �
---i . 12'x12 -C S ��M / v I D
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BY
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„11.11Nw,
PARKING ANALYSIS (7.2.1):
REQUIRED:
4,994 SF DENTAL CLINIC @
.. I •_��� • .i Vii, �i� �� 11���� .•' �:.� r 1 1 •act. A
5
0 20' ,w.
(501 OF ROW, 2:1 RATIO NON—CANOPY)
REQUIRED:
175' FRONTAGE @ 1 CANOPY TREE / 25' ............. 7
PROPOSED*:
TOTAL .......................... 25 ' d- `O EXISTING CANOPY (4" OR•LARGER)•.•••.•....•..•.••• 1
'� �(� ci I CANOPY TREES 2
NON -CANOPY TREES (8 @ .5/TREE)................... 4
_
PROPOSED: ........................ 25 /$ \\ '� O
Y 3 TOTAL 7
IO :E_ 0 cn
\ s`7$ \ 00 15' ILDI LIKE ° •5 ° 5, B ILDI IG JNP
HANDICAP PARKING ANALYSIS (TAS): �/Dq TO RATO N , LANDSCAPE ANALYSIS (7.5.C):
REQUIRED: \\\ ` \9>2e� B B [=-;I REQUIRED:
r$ 64i
I.IANDICAP -SPACES--(1--25). ....... 1 p 1 3.5" D TREE 1.04 ACRES = 45,303 SF SITE AREA
VAN ACCESSIBLE (1 PER 8) ...... 1 I /
I LIVE , PJ 45,303 SF @ 30 PTS / 1,000 SF .................... 1,360
PROPOSED: �7$ �` m 175' FRONTAGE @ 300 PTS/50' (7.5.D.3)............ 1,050
I [20"POST ��
VAN ACCESSIBLE HANDICAP SPACES .... 1 I 18" WATER TO REMAIN TOTAL .......................................... 2,410
s\ 0 REMAIN o � � �
I I 282 PROPOSED*
�S
\` 781,
NOTESwp N � EXISTING:
\�S� er Oo CANOPY TREES > 8" WITHIN BARRICADE
1, BLOCK 1, LOT 3, GRAHAM CORNER PLAZA, 1.04 ACRES, ROBERT STEVENSON LEAGUE, A-541 \ 1$ o 2 @ 400 PTS/TREE ............................. 800
COLLEGE STATION, BRAZOS COUNTY, TEXAS \ O 2
2. ZONED C-1 FOR GENERAL COMMERCIAL. \ I�ARRIE, S`'$ 80 o CANOPY TREE BETWEEN 4 AND 8" WITHIN BARRICADE
"� 1 @ 300 PTS/TREE ............................. 300
3, ALL PROPOSED SIGNS WILL BE REVIEWED AND PERMITTED SEPARATELY. (SEE NOTE \ G Fits M RNER PLAZA. C� SUB TOTAL ...................................... 1,100
4. FLOOD HAZARD STATEMENT, ACCORDING TO THE FLOOD INSURANCE RATE MAP COMPILED BY THE �� \ K�� 8 NEW:
FEDERAL EMERGENCY MANAGEMENT AGENCY FOR THE NATIONAL FLOOD INSURANCE PROGRAM, �> / NON -CANOPY TREE, @ 40 POINTS, 11 ................. 440
COMMUNITY PANEL NO. 48041CO201 D,.BRAZOS COUNTY, TEXAS DATED FEBRUARY 9, 2000, THIS R D VELOPMEN LTD
PROPERTY DOES NOT FALL WITHIN THE 100 YEAR FLOOD HAZARD BOUNDARY. E 1 CANOPY TREE, > 3.511 @ 300 PTS/TREE, 3............ 900
5. BASE FLOOD AND FLOOD PLAIN LOCATIONS FIND ELEVATIONS SHOWN HEREON WERE TAKEN FROM 20' SAN ITARY E'EDSUB TOTAL ...................................... 1,340
A FLOOD STUDY PERFORMED BY ROBERTSON. CONSULTING ENGINEERS FOR THE CITY OF COLLEGE SEWER EASEMENT N I L
STATION CAPRIL 2000), THE BASE FLOOD ELEVATION DETERMINED IN REFERENCED STUDY IS
282.45'. THEREFORE THE FINISHED FLOOR ELEVATION MUST BE A MINIMUM OF 285,45' PER B/CS TOTAL .......................................... 2, 440
UNIFIED DESIGN STANDARDS. I 912/132 I - iv I�
6. ALL ROOF AND GROUND MOUNTED MECHANICAL- EQUIPMENT SHALL BE SCREENED FROM VIEW OR REVIEWMFOR
ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL �� �� \ �•
DISTRICT WITHIN 150' OF THE SUBJECT LOT MEASURED FROM A POINT FIVE FEET ABOVE COMOLIANCE
GRADE. SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO \ I0 • ~
MAINTAIN A UNIFIED APPEARANCE, DEC 1 S 2007 I I N {�
7. TOPOGRAPHICAL SURVEY WAS PERFORMED BM STRONG SURVEYING. /� �> CQg. GE STATION
8, BOUNDARY FROM PLAT DATED 6-10-2003 BYKERR SURVEYING. \� O m
DO IOW 1.04 AC LOCK 1, LOT 3
9, *PROPOSED LANDSCAPING IS SUBJECT TO CHANGE BASED ON THE NEEDS OF THE SITE FINAL \ � \� � L VATI
LANDSCAPING PLAN MUST MEET THE REQUIREMENTS AS OUTLINED IN SECTION 7,5 OF THE CITY CERTIFICATE GRAHAM CORNER PLAZA
OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE,
10, 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR PERENNIAL 6' dCREQUIRED COMPLIANCE
GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES, AND DRAINAGE AREAS, THE PARKING #4 BAR CONTINUOUS,/ PROPERTY OWNER / DEVELOPER:
LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. EXCEPT THRU 3' CURB NOTES: ❑ +2' DEC 14 2007
.i
EXPANSION JOINTS 3'R SPENCE FAMILY PARTNERSHIP LTD
11, AN IRRIGATION PLAN WILL BE APPROVED Pt2IOR TO C.O. IT WILL INCLUDE A PRESSURE VACUUM +3' (')LLEGE STATION 2700 EARL RUDDER FWY
BREAKER, RPZ, OR DOUBLE CHECK BACKFLOW PREVENTER INSTALLED AND TESTED PER CITY •. 1. EXPANSION JOINTS: 60' MAX SPACING AND ❑ �� _
ORDINANCE 2394. __. �0 AT ALL RADIUS .POINTS, PT'S, AND PC'S - - -1 �NC,'vi, LEERING COLLEGE -STATION, TX 77845
_ _ - _ ❑ NOS' REi�UIRED
_ - (979)696-4511
12. BARRICADE FOR INDICATED TREES TO BE CONSTRUCTED WITH 48' HIGH ORANGE PLASTIC 6' FRE 5 I ❑T LANE, 2• CONTRACTION JOINTS: 10' MAX SPACING.
CONSTRUCTION NETTING AND SECURED TO STEEL T -POSTS, BARRICADE TO BE PLACED IN A
CIRCLE AROUND INDICATED TREES A RADIAL DISTANCE OF Y FOR EVERY 1' CALIPER OF TREE, 3. THESE ARE CITY MINIMUMS. SEE
BARRICADE MUST BE IN PLACE PRIOR TO ANY DEVELOPMENT ACTIVITY AS WELL AS THROUGHOUT GEOTECHNICAL REPORT FOR PROJECT
THE CONSTRUCTION PROCESS. #4 BARS _ ��EOFTFk111 P Pledger Ka omey, 111.0. Aggieland Dental
® 18" OCEW RECOMMENDATIONS. ? g .......
gslll College Station, Texas
13. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY SUBGRADE irt;' *ll a Jones & Carter Company
ORDINANCE 2394, REINFORCED 700 University Dr. East, Suite 1100
CONCRETE /
College Station, Texas 77840
j
14, FOR THE PURPOSES OF SIGNAGE AND NRA, THIS SITE IS CONSIDERED TO BE IN THE SAME .......................... 979-731 8000 • 979-846-2893 fax City Site, Landscape
BUILDING PLOT AS GRAHAM CORNER PLAZA. �� A' 83252 i THIS SEAL WAS wwwjonescarter.com & Dimension Plan
llgfp • .</C N AUTHORIZED BY JONES & C A R T E R rre.
15. ALL WORK SHALL COMPLY WITH CITY OF COLLEGE STATION AND THE BCS UNIFIED DESIGN PAVEMENT SECTION II STEVE E DUNCAN, �QA ENGINEERS-PLANNER•••URVEYORS �� can: 7ebNe: ne�nsxe:
t�,y�01 P.E. 83252 AeaWerenhem•Co9agestellon•Deilas
STANDARDS AND DETAILS, �� n
ON 12/13/2007 Nou.ron•rs•aenanmw*mewooawna. SED CLS C0019-001-00 C1 of 3
40
P
fole
090 OTIO 91-0
V
"fit, "IX
GRAHAM CORNER PLAZA
BLOCK 1, LOT 2
GRAHAM CORNER DEVELOPMENT --- LTD
ZONED C-1
Z"4
-9.
MATCH EXIST.;
%
ELEV.
20PRIVATE ACCES EASEMENT
XL
2114,OD
1291
la
803.90
�A
d
GRADING - ARROWTyp
ra j
N
Bum
9134�
)6A9
f
CO
CURB C In
CURB C
Ea4S3 93 Saw
90170 96
Mai
LO
RIP FOR 28539 U 'p'aaw U 005M U 285213 U C-141 1 1 1
ill l 205
EROSION
T
6 J
18VT
U,%\ L
71 'D
S Qr FIT
>
7 L'I I
%
IL -VI J r
11% R
4-,
ti
j
v•
-T
_IQQVJ' T
J
100 YEAR FLOOD
PLAIN "PtR--kAT-
LJ
If
Room. LICK CREEK
ass'" _j li
�TN�
R`4k4M CORNER PLAZA f
BLOCK DEDICATION
UQ1E_S bRAHAI CORNER DEVELOPMENT LTD
ZONED - C-11. ALL ELEVATIONS ARE TOP -OF -CURB (TC) OR TOP -OF -WALK (TW), UNLESS OTHERWISE
1 100 YEAR FLOODWAY
-OF-PAVEMENT, FL = FLOW LINE, TG = TOP OF GRATE,
NOTED. TP = TOP
PER PLAT
2. THE CONTRACTOR SHALL COMPLETE ALL EXCAVATION ACTIVITIES TO THE LINES AND
GRADES SHOWN BY THIS PLAN, UNIFORM SMOOTH GRADING OF ALL AREA SHALL BE
.4
96
FF
ACCOMPLISHED, THE FINISHED SURFACE SHALL BE REASONABLY SMOOTH AND FREE FROM
IRREGULAR SURFACE CHANGES,
3, THE TOTAL AREA OF THE SITE SHALL HAVE EXISTING VEGETATION AND TOPSOIL
N,
REMOVED AND STORED ON-SITE FOR LATER USE IN PROVIDING FINAL COVER,
4, UPON COMPLETION OF FINAL GRADE, THE CONTRACTOR SHALL PROVIDE SEEDING AND
FERTILIZER FOR ALL DISTURBED AREAS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
ALL EROSION AND REPLANTING UNTIL A COVERED 'ZTAKIn IS nDTATKIC-n
5. ALL HANDICAP PARKING AREAS SHALL HAVE A 2% (1150) MAX SLOPE IN ALL DIRECTIONS.
I
ACCESSIBLE ROUTES SHALL HAVE A 5% (1120) MAXIMUM RUNNING SLOPE AND A 27.
(
150)
MAXIMUM CROSS SLOPE. CURB RAMPS SHALL HAVE 8.3% (D12) MAXIMUM RUNNING SLOPE AND
A 2% (L50) MAXIMUM CROSS SLOPE AND BE SCORED AND DYED. RAMPS SHALL HAVE LEVEL
(2% MAX) LANDINGS AT THE TOP AND THE BOTTOM OF THE RAMP A MINIMUM OF 60' IN
LENGTH AND AS WIDE AS THE WIDTH OF THE RAMP. M
THIS DRAWING IS RELEASED
FOR THE PURPOSE OF: Pledger Kalkomqy, Inc.
6. THE CONTRACTOR SHALL COMPLY WITH THE EPA STORM WATER DISCHARGE PROGRAM AND
-ter Company
IS RESPONSIBLE FOR PREPARATION AND FILING OF ANY REQUIRED FORMS, A NOTICE OF CITY REVIEW #1 a Jones & Cal
INTENT SHALL BE FILED WITH TCEQ PRIOR TO BEGINNING CONSTRUCTION, 11/5/2007 700 University Dr. East, Suite I IOC
UNDER THE AUTHORITY OF Cofte Station, Texas 77840
7. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A STABILIZED EXIT FOR ALL STEVE E. DUNCAN, P.E. 979-731-8000 - 979-846-2893 fax
CONSTRUCTION TRAFFIC. �vjonescarter.corn
rt IS NOT TO BE USED FO
Irk ENGINEN ES &CARTE Rome,
8. ALL WORK SHALL COMPLY WITH CITY OF COLLEGE STATION STANDARDS, TION, BIDDING,
CONSTRUC ERS- PLANNERS -SURVEYORS
ti PERMITTING PURPOSES AJSan*BnfoI %Lswon*10aft
�o %
Hmston*Rm I.* Do Woodlands
All I — —
AK I ri'l
V a I 1-11
0 20' 'w.
1.04 ACRES, BLOCK 1, LOT 3
GRAHAM CORNER PLAZA
PROPERTY OWNER / DEVELOPER:
SPENCE FAMILY PARTNERSHIP LTD
2700 EARL RUDDER FWY
COLLEGE STATION, TX 77845
(979) 696-4511
Aggieland Dental
College Station, Texas
Grading Plan
Design: CAD:Job No: Dm Ang No;
SED CLS C0019_001_00 C2 of 3
/
20 P.U.E.
\ 00 I:
N EX. FIRE HYDRANT RAHAM CORNER PLAZA f—
qh'q BLOCK I, LOT 2EX. WATER NE
cO�iy�1E 10,pNF� �_ bv_8 G ZpNED—b`E1 t�nRf TT' D
2G�FII C�F<T
66, -W-8-------W—B _ ---W-8 _/Z—
W-8 -I
T�\ \ � 10x1 PUE EX. WATER LINE �— (
co
�j f \�J� \ �� EX. MANHOLE 20' PRIVATE ACCESS EASEMENT
" `� I FL:ID
1 'PUE a, N 'CIO,
1 v�
289• I
-STRU - RAS-- — — �* TAP�815" WYE, I
C \ \ BACKALL ENTIRE j.5w DOM D�IALV� o N D �-
1 I 3 TR CH SECTION 1.5 IRRI METER AND VALVE n I
EX. 8 SANITARY S OF PAVED AREA i
h
a \ I 1 I I I I
/U U A
fER
s,,8 E INTO it 0
8" SEWER ' : I 2" W TER LINE
\ \\�� s I • 275.2 ' /T- . O i/,� b ' j O'j GIS N
\ �78 �- PER PLANS) ss S' SS SS Ov o I EN'
I
�T�� = Fri
'-
�N yJ �1 I
I
CA ON:%i I s r�i PON
WA
6 SCH do ,�
�\ 4� S�
CROSSING 1M.,ti r. t a D—
OPE
> ,8 EWER. �RiiiCE
S ,
CLEIW 1 _ I I
< 9` 0C (1.0X GRADE)��81. f ,$0 M A �I N i 1
' U �` M \ I. ,rr - �, _ 1�a nca I - -a �O' ELECTRIC
F ' V �� I J l\ J �, I I EASEMENT
GAS GA GAS
I I 78 I
LINE BY, ATMOS 80 --
''
�\ co
G AH M CORNER PI A2A�C�
�� K BEE—N-% Y8DEDICAT —
I EX. 18 smrr RY SEWER IJ R E V >
D
\ \I E7TC=1
DEVELOPMENT LTD I r�
EX. MANHOLE --
I 8" FL' 274.80 WITH ( C
I \ DROP (PER PLANS)
18" FL: 270.46 N I C() \ D
V
00
I \ I
B U I
L D I N
G
WATER
DEMAND
MINIMUM
0
GPM
MAXIMUM
55
GPM
AVERAGE
5
GPM
SEWER
DEMAND
MAXIMUM
24,000
GPD
I ` THIS DRAWING IS RELEASED
FOR THE PURPOSE OF:
m CITY REVIEW #2
12/3/2007
I ` UNDER THE AUTHORITY OF
I STEVE E. DUNCAN, P.E. 83252.
IT IS NOT TO BE USED FOR
CONSTRUCTION, BIDDING,PERMITTING PURPOSES..
0
i
i
0 20' 4A'
s
1.04 ACRES, BLOCK 1, LOT 3
GRAHAM CORNER PLAZA
PROPERTY OWNER / DEVELOPER:
SPENCE FAMILY PARTNERSHIP LTD
2700 EARL RUDDER FWY
COLLEGE STATION, TX 77845
(979)696-4511
Pledger Kalkomey, Inc. Aggieland Dental
a Jones & Carter Company College Station, Texas
700 University Dr. East, Suite 1 I OC
College Station, Texas 77840 Utility Plan
979-731-8000 • 979-846-2893 fax
wwwjoncsr.artcr.com
- r
''' JONES&CA RTER,ne.'
ENGINEERS• PLANNERS- SURVEYORS Dafgno CAD: Job No: Drawing No:
Houslont Posonbotg. Son Anlonb.ThoWoadknde SED CLS C0019-001-00 C3 of 3