HomeMy WebLinkAboutDrawings)
d0 6uluueld 0%0
I =1=1up '02
'031181HOild SI'ONI'S10311HONV
WOOW d017nOUddV N311RIM inOH11M 3Sn3» ANV 'A1NO 103fOUd
SIHl NOd 03sn 38 0138V ONV SVX31'NO1Sf10H'00£ 31U1S'NVILISN33NO
LUtl "ONI'S10311HONV MOW d0 Al2I3dOUd 3H13NV S1N3Wf1000 3S3H1
NVd
3dVOSGNV�
:3NVN ONIMV/ ffl
9ZO-0� :ON 103M' Jd WOOW
n-.%
O
o
�o
0
cQ
CD
�
c/)CD
W
CD
0�
:Vd'21V i3;]rO'Nd 21]d SiNIOd
2ll.ldONVO I = (Sz 1,17E)
m
-
X
CL
�ddVOS1.��2I1S
'SSdOO?Nd Noiix GNO ii4iinopgnopi SV il;iM SV kilnlloV
1NdWdOT]n]a,kNV 012N012Nd 9OV�d NI g iGm aiwmcN2NVg 'd�2N1 d0 2I�dnVo
. I d0 ]ONViSla IVIaVN V 999?11 adi'�olaNl aNf1021V dio2Jlo V NI a90VId :�g
0000
O
]9NV210 NOIN .g -b NlIM aglon211SNOO 9 Ol Sgd211 ag1VOIaNI 2104 daVM NV9
� `� �03113JLVld
S30IA83S .LN3WdOl3
-
t 1 1 8dd
.o,D
—
cn
;4 or+
CD 3IV���
� CD t doO 0/1,�8
D o _. �._
n� O =r
< CD
�
CD
m 3
n 0 n
M CD .
O =
D ^ Cn CD
r 0 �
-v n
D � �
n
q CD
i.V
MOM 11W�13d �IOd
31VC1 3nSSI
WOO' S1091I yOJB WOOW-N"
OL09-9N-£ 6L J 0L09 -£Z9 -UL 1
960LL SVX31 `NO1SnOH
OOE 311nS `�JVRJ8N33bJ W0 t,
*;DNI `SsDEsIHOZIV WDOW
'Wd1S.lS NOUV`721211
ONIISIXg ]N1 01 SdOVWVa ANV 2NIVdM 1�11VIC1:1M 01 SI ' OI=V,JUNOO dNl-
'j ki `aos danwd:i9
NOWWOO N11M SVDV a g�nlSla iiv aOS NDOig `SSVN9 9NIISIX3-d99l-
S -I N nil
gl2N1 TV aNn02IV SnIaV2l .0£ V NO N inW a00Ma21VN aaaai21NS z .11dd`d-
agg lno 210 iivg gd211 d0 g9ad Ol
a;IlON SV aOS 'VTNV ;12NI1Nd OI AI.JJ I-IVNS NOIIVNOISda QOS anOS `dl2N1S
COS SV adlON Xl]VOIdIO;]dS lON J1 '(1110N ZN;IPM WZ)lJ),L `SdONdd (INV `SdJad
9Nlaning `Sg2Nno iiv 1V dl?N1S z ;ig cinoqG QOS anOS 'QoS anOS SSV2I9
VanW21;19 NOWWOO ;lg IIVPG ll `CIO QIIOS SV adYNVW d�V SVd2lV d?N]NM-
:S:IlON
OOz`z :adSOdO2Nd SiNIOd ]Viol
I Lg` I :adc�InOd21 S1NIOd TV101
S
IOd LZG I = 6'9z1- I = 09 / 909'19
19' 19 = 0001 / 909` 1 5
Vd21V d11S d0 J.did ;r2NVnOS 909` 15
:Vd'21V i3;]rO'Nd 21]d SiNIOd
2ll.ldONVO I = (Sz 1,17E)
I = Sid 00e X (09 / ,trz)
�ddVOS1.��2I1S
'SSdOO?Nd Noiix GNO ii4iinopgnopi SV il;iM SV kilnlloV
1NdWdOT]n]a,kNV 012N012Nd 9OV�d NI g iGm aiwmcN2NVg 'd�2N1 d0 2I�dnVo
. I d0 ]ONViSla IVIaVN V 999?11 adi'�olaNl aNf1021V dio2Jlo V NI a90VId :�g
Ol 9aVo21?NV9 '1SOd-1 -1:q:I15 Ol al-, (nb:iS aNV 9NIl.LdN N011on'agN00 0I1SVlj
]9NV210 NOIN .g -b NlIM aglon211SNOO 9 Ol Sgd211 ag1VOIaNI 2104 daVM NV9
q_
NVO
z
VIN ONIA
z
sns '�nn>
G'
3D
c
ooz
0-v
5
]9211 AV ann
rn
70
(dd2N1 J.dOO NVo
D z
VIN 9NIn
70 _�
z
�'
sns no)
000`z
009
17
]]'Ni NV gnn
(
rn rn
351dn
3d�1I
1NI0d
J1111Ndn0
3ZIS
�08W�S
1NIOd
Cl NV 3 VN
SNOliV-1 O-lVO 1N Od ONIddOSaN- -Vl
i
pe 40MEMO L - I
rovem.ents
000 Krenek T p Rd
College Station, Texas 77840
A004601, M RECTOR (ICL), TRACT 7,
47.14 ACRES, CENTRAL PARK
m a
FOR PERMIT
CIVIL AND LANDSCAPE PLANS ONLY
SHEET NO. TITLE
CIVIL
C-0.0 TOPO SURVEY
C-1.0 CITY SITE PLAN
C-1.1 GRADING & EROSION CONTROL PLAN
C-1.2 UTILITY PLAN
C-2.1 PUBLIC -WATERLINE PLAN & PROFILE
C-3.1 CIVIL DETAILS
LANDSCAPE
L-1.0 LANDSCAPE PLAN
LLO m III &M
omnim
HOUSTON, TEXAS 77098
713=523=6070
y�P
O
UE
0' 50' 100' 150' /
WATER ��METER N JF,/OUBLE
METER W�75 CHECK
BACK FLOW
PREVENTOR
/ OP 0
LEGEND z�5sc PIPE
��� *11-
72.7 '
SCB SPRINKLER CONTROL BOX .� /
WV WATER VALVE c sc
WM WATER METER / �\
WMV WATER METER VAULT '\
FH FIRE HYDRANTO.Z� / TPIIPEF tyG�
TPD TELEPHONE PEDESTAL 272.91' \ \
PP POWER POLE
LP LIGHT POLE / 'A
SSMH SANITARY SEWER MANHOLE
GP GUARD POST
GI GRATE INLET
SP SERVICE POLE
CO SANITARY CLEAN OUT O�� � \ G
WS WATER SPIGOT y° �, sce (2
EM ELECTRIC METER / 40
ET ELECTRIC TRANSFORMER sce
CTV CABLE TELEVISION ,Zw sce GF
MB MAIL BOX O / SU�
—OHE— OVERHEAD ELECTRIC LINES �� / \Z TBM A"
—SS— SANITARY SEWER LINE
_
UE_ UNDERGROUND ELECTRIC LINES Q�� �/ FL PIPE VC AGF
T UNDERGROUND TELEPHONE LINES / / 272.09 INFIELD
—CTV— CABLE TELEVISION / coNc FIELD 1
FL 6" PVC GI G
� PIPE
271.94 CANOPY
Q�� �/• 4"; BLCOVERED
EACHERS
\ F
/ % I INFIELD
FIELD 2
!v CANOPY 2
W / COVERED BLEACHERS J�
/
UJ
C ET
WATERv C CONCESSION
Q / FOUNTAIN I.p�}G_
La
� •'•. (F.FJ�
271.33')
(>�K
/q) A� PAVILION
B AK LP ' ,p
/ CANOPY
COVERED L
\ 15" BLEACHERS
OAK Q / OAK
AK CB 23"
- .
34-(@ ti J�
y� OAK ®� SCB
/ \ \ SCB
/
INFIELD
'J FIELD 3 )
271 /
\� �� ✓
SCB
7 /Z
E AP
OD
\ WATER /
tR
\ TOP OF \ /
N FPIPE /
o TOP OF 269.95'
o \ PIPE WV ��_ D2
tL 270.09' \ p
�sCB WATER v/'�
\ METER \ "'I
v \ TPPEF WMV9
270.46' \ �'>o
TOP OF OAK � �\
I \ PIPE
Y �z 270.59' \ly , M \\ �o
35 3[1
N
\—`-�----
\ \s 5"
o ��\ OAK 0
FH 6-.")
0
m
U \
C
U
0- \
o �
c
m \U
U
00 O \
O
I —
U \L
L
Q
U
U
00 \
OD
O
U
M
1 \
0
\ �y GENERAL NOTES: \
O \ 1. This is not a boundary survey. This map is for p Pnning purpo�es only. No
S� ty research of the Public Records of Brazos County, Texas regarding any e*sements or
ooyc o Fencumbrances was performed by Jones & Carter, Inc. \
\H`wv (2)
2. This survey does not provide any determination concerning wetlands, fgJ)It lines,
UE O "WV? toxic waste or any other environmental issues. Such matters should be dir ted by
the client or prospective purchaser to an expert consultant''
OF
3. According to Community Panel No. 4804100163C of the Federal Emer ncy
Management Agency's Flood Insurance Rate Maps for Brazos County, Texas
Unincorporated Areas, effective date February 9, 2000, th subject tract is situa d
\ within: Zone 'X", defined as areas determined to be outside the 500–year flood plain.
GF 1 This flood statement does not imply that the property or structures thereon will be
Gc� \ \ \\\ free from flooding or flood damage. On rare occasions floods can and will occur and \
\ GF J \\\ flood heights may be increased by man–made or natural causes. This flood statement Ly
shall not create liability on the part of the surveyor.
4. The surveyor has not been provided with all construction plans showing the latest 4-
0,\- location of underground utilities. Underground utilities may exist which are not shown \
hereon.
o \a
`'�� �°' `'���� \ 5. Visible improvements/utilities were located with this survey, no subsurface probing, \
I \ \\ excavation or exploration was performed for this survey.
t 6. North shown hereon is assumed.
c1V \\ \ '9 7. Surveyed June 2010
�
°T, 0,
/ SIGN61 ilP
\ y
\ a�
a 'S
7_1 BENCHMARK NOTES:
1. Elevations shown hereon are based on City of College Station Control Monument
\ \ #128, located at the southeast intersection of the Westinghouse Food Service
sCB / ��/ v� tib S J� �\ �\ entrance and Highway 6 access road. NGVD 29 Vertical Datum, Elev. 265.71
�� v� / GF �� \ 2. Temporary Benchmark "A" being on top of the southeast bolt of a stadium light
®
s �/ �\\ \ / pole between fields 1 and 2. Elevation =273.47
✓G 3. Temporary Benchmark "B" being on to of the northwest bolt of a stadium light
P Y 9 P 9
'411
N / pole between fields 2 and 4. Elevation = 270.40 1,
Ws N-
0.
SC (2) sce 0 k
G \
LP
' y
13" C to
m
CANOPY S
COVERED
BLEACHERS INFIELD \
FIELD 4
M XPP
67
sc
�� Ss 267 0�j
xs -- 267
I`1 oy \ \ \ \\\
\ 1s
sc
SIGN \
O
\
LP \ SSMH
RIM=267.31
NW 4" VCP=263.66' \
SIGN S� SW 4" VCP=263.61' \
� \ oy
FLAG POLE
ND PARK \
ny UMENT
-Yy CONC..
0
Gyp sce (22) oyF
sce (z)
'sc \
.ScB 267 \\ Oyu
/ P RAR NG
O
� IPES 267 yF
� 9s
qy
Ar ING
\ TRIPES
I
J
Texa
171E
I N C.
'®RS
-439
000
W
i
MCCM ARCHITECTS,
'i
I
!INC.
4101 GREENBRIAR, SUITE
00
HOUSTON, TEXAS 77,398
T 713-523-6070 F 713-526-6
ID70
www.mccmarchitects.com
j
r JONES&CARTER,
r ENGINEERS -PLANNERS •''SURVE)
Y Board of Professional Engineers Registr
'tion No. F
Briarcrest Drive, Ste. 160, Bryan, Texas 77802
(979) 7314
OF TFkgSj�) AUTHORIZED
1� STEVE E.
BY
DUNCAN,
i* : ��• •••. Ar I P.E.
3252
'0 * : �/� �/ ON 03/13/2011
of., STEVE E. DUNCAN
83252 00
.c�'• 4/ CE
ONSE•' .:
.
(IF
A•
li.
ISSUE DATE
30% C.D. REVIEW 09/'
1/10
60% C.D. REVIEW 10/
5/10
90% C.D. REVIEW 12/15/10
P&D REVIEW 01/24/11
FOR PERMIT 03/
3/11
CU
4-+ X
L
y
N0
CIO
-� -�
C)
00
nICU
W V♦ 0. \
M W
W O Z
■ a) U W D
X
()
E
rwy U) 4—
O
/
VU)
O
� ®Q
C.0
a)
QDa�
E
c)
— <C
v
MCCM PROJECT NO:
10-(
DRAWING NAME:
TOPOGRAPHIC
SURVEY
THESE DOCUMENTS ARE THE PROPERTY OF MCCM ARCHITECTI
GREENBRIAR, SUITE 300, HOUSTON, TEXAS AND ARE TO 13E USED
PROJECT ONLY. ANY REUSE WITHOUT WRITTEN APPROVAL OFCCM
INC., 4101
FOR THIS
ARCHITECTS, INC. IS PROHIBITED.
I
SHEET:
Como
I N C.
'®RS
-439
000
W
C,
00
N
0
N
118
Z
5
W
W
W
6
EXISTING 1 1/2" IRRIGATION
WATER METER (ALONG KRENEK TAP)
f
F\\ SCB (2
SITE LOCATION ° ,�Q` ` J� \ tiG z
/ / \
SCB
Sc
`CSCR\
FL PIPE VC
272.05 G�
44
VICINITY MAP , / /0
N.T.S. j ~ FL PIPE VC GI
271.94 WS \
TBM 1A"
CITY SITE PLAN NOTES:
DEMAND
SCBRINKLER CONTROL BOX
MINIMUM
0
1. CITY OF COLLEGE STATION, BRAZOS COUNTY, TEXAS.
MAXIMUM
68
GPM
CIA2.
7
GPM
SEWER
DEMAND
W V
ZONED R-1 KO.
Z
/
GPD
FH
FIRE HYDRANT
3. ACCORDING TO COMMUNITY PANEL N0. 48041 C0163C OF THE FEDERAL
� ��
w
�
INFIELD
=
�
EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAPS
/
POWER POLE
FIELD 2
2
FOR BRAZOS COUNTY, TEXAS AND UNINCORPORATED AREAS, EFFECTIVE
LIGHT POLE
'
SSMH
DATE FEBRUARY 9, 2000, THE SUBJECT TRACT IS SITUATED WITHIN:
TOTAL ................................
166
CO
3
ZONE "X"; DEFINED AS AREAS DETERMINED TO BE OUTSIDE THE
F-
ww
WATER SPIGOT
HANDICAP PARKING REQUIREMENTS:
500 -YEAR FLOOD PLAIN.
EM
=�
�
'
4. ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE
ELECTRIC TRANSFORMER
I
170
3
SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM
z
WATER
OVERHEAD ELECTRIC LINES
ANY PUBLIC RIGHT OF WAY OR RESIDENTIAL DISTRICT WITHIN 150 OF
GRADE.
6
—SS—
FOUNTAIN
THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE
—UE—
UNDERGROUND ELECTRIC LINES
REQUIRED VAN ACCESSIBLE (1 PER 8) ......
1
SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING
UNDERGROUND TELEPHONE LINES
(n
w
/
—CTV—
ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE.
PROPOSED:
/
2 INCH UNDERGROUND WATERLINE
5. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF
QU
— 3W —
/
REGULAR SPACES . .... .... .... .. .. .. ....
/
CTV \\\ \
CTV / rT, -
�` PEA GRAVEL BAGS FOR313N
G /EROSION CONTROL 0 \ \\ \
4- a_
0' 40' 80'
INFIELD
IELD 1 SCB�6
F
LP v
, � ,
PHASE BOUNDARY
(51,806 SF) 0
.0-1
W ��\B(v1 „B>> j/ v� �40aG EXISTING CONCRETE �\
P \% \` / DRAINAGE CHANNEL �y \
/LPI
\
SCBM
Sc4 (2)SCB m Oy
I a iwS
G� \
T 7 �- � � 73„ //
i` WI /
OA
.'� . O
3 REPLACE EX BUILDING WITH
`y J 2,600 SF SINGLE STORY \ \
BUILDING \
i
SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT j/�/ ,,�C` �� 4" �3 IINFIELD S
SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO 2 �' FIELD 4
FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES TREE PROTECTION BARRICADE, TYP /
WILL BE MOUNTED IN SUCH A MEANS THAT THE PROJECTED CONE OF �� (SEE LANDSCAPE PLAN) / ss X
LIGHT DOES NOT CROSS THE PROPERTY LINE. / y-
6. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE AK y \
ROCK (NOT LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING
LOT ISLANDS, SWALES, AND DRAINAGE AREAS, THE PARKING LOT / )
SETBACK, RIGHT OF WAY, AND ADJACENT PROPERTY DISTURBED DURING
CONSTRUCTION,41
\� /
7. THIS SITE IS LOCATED IN AN AREA OF THE BEE CREEK WATERSHED / / OAK
THAT HAS BEEN DETERMINED TO NOT REQUIRE DETENTION PER THE 7\ C
B/CS UNIFIED STORM WATER DESIGN GUIDELINES.
34
8.
8. FIRE FLOW FOR 2,600 SF TYPE V -B=1,500 GPM FROM 1 FIRE J� �N` 3 OAK SC
HYDRANT. �\
9. ALL FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE
CITY'S ISOLATION VALVE.' THE LOCKABLE LID SHALL, AT A MINIMUM,�� /
SUPPLY THE EQUIVALENT PROTECTION ' AS THE AMPRO USA LL562
LOCKING LID. ALTERNATE LOCKABLE LIDS SHALL BE APPROVED BY THE
COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE-.-,
ti {\31 „
10. THE CONTRACTOR SHALL COMPLY WITH THE TPDES STORM WATER v�� /
DISCHARGE PROGRAM AND IS RESPONSIBLE FOR PREPARATION AND / / 2i�
FILING OF THE STORM WATER POLLUTION PREVENTION PLAN, NOI, NOT,
AND ANY OTHER REQUIRED FORMS, ETC.
11. A LAMINATED SIGNED COPY OF THE CONSTRUCTION SITE NOTICE SHALL
BE POSTED ON THE SITE WHERE IT IS READILY AVAILABLE FOR VIEWING ✓� /
BY THE GENERAL PUBLIC. , W - W _ W \J --""�F- �, /
12. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY EROSION �`J
w - W
CONTROL DEVICES TO PREVENT EROSION ON THE PROJECT SITE OR / S
MIGRATION OF SILT FROM THE SITE UNTIL PERMANENT STABILIZATION IS \ s ® \ S
ACHIEVED. INSTALL DEVICES TO MINIMIZE RUNOFF WATER FROM SCB v>�
CIRCUMVENTING THE CONTROLS. EROSION CONTROL MEASURES SHALL
BE ADJUSTED TO HANDLE INCREASED OR CONCENTRATED FLOWS
CREATED BY VARIOUS STAGES OF DEMOLITION OR CONSTRUCTION.
13. THE MEASURES SHOWN ON THE DRAWINGS AND DESCRIBED ON THESE
NOTES SHALL BE CONSIDERED MINIMUM REQUIREMENTS FOR PURPOSES
OF EROSION CONTROL. ALTERNATE METHODS OF EROSION CONTROL
MAY BE ALLOWED WITH PRIOR APPROVAL. BEST MANAGEMENT
PRACTICES SHALL BE FOLLOWED.
14. INSTALL EROSION CONTROL MEASURES BEFORE DISTURBING THE SITE.
15. FTHE OR CONTRACTOR
CONSTRUCTION TRAFFIC. PROVIDE AND MAINTAIN A STABILIZED EXIT \7y TOP of -- _ CENT RAL PARKLN
\ PIPE
WV 269.95' EXISTING 1 1/2" DOMESTIC —
TOP OF /
PIPE ' *1 B 1D1/2 WATER METER
270.09'
WATER
\ METER
TOP OF WMV? \
PIPE
270.46' \ O\\/ /
TOP OF !y OAK
PIPE
12'-0 270.59'
I I�ZOLNE ��s EXISTING FIRE
\�9T HYDRANT
I
I
I 3'-0" MIN 4'-6" (TYP) I
I I
I I
I I
I I
I TYPICAL BIKE I
I TUBING I
L -------------------------J
00 MOUNT TO CONCRETE
SURFACE W/4 -GALVANIZED
s
J -BOLTS
0
PRIME & PAINT RACK
BLACK IN COLOR
OR11011 1
111
.9'0 STEEL TUBING
6'X3" STEEL PLATE
WELDED TO RACK
WATER
DEMAND
SCBRINKLER CONTROL BOX
MINIMUM
0
GPM
MAXIMUM
68
GPM
AVERAGE
7
GPM
SEWER
DEMAND
W V
MAXIMUM
1,842
GPD
6-
a
ELM PP \
/ AK CB / 2 � REMOTE FDC \\ , U7 — -�
0 c
EX PAVILION ,`uYs .
�/ry s® �, / TO REMAIN J \ FIRE HYDRANT ASSEMBLY
LP
SCBCi-
C ✓ - 267
/ INFIELD ♦ /
/ FIELD 3 ISOLATION VALVE )_
//6�\ ♦ `� �s J�--- --- 267
♦\ y /
9'qHCAP ACCESSIBLE ROUTE
1000, '00e
/ �SC
/ `�\\ REMOVE EX
- . ♦ . � / ,� \ REMOVE \A D YEL�'0�, PAI �6�
6" PUBLIC WATERLINE H/C SIGN �`" / \ FROM CURB 11 FACES SAINT \
-4'. �♦ \ /\ PROPOSED PARKING\ QZS AND\
AWWA C900 CLASS 200 PVC / LP ssMH / � HAN AP SYMBOLS AS\FI�� .. , � \
EE SHEET C2.1 FOR DETAILS ♦ / ♦ ss RIM=267.31 \
♦ �2l0 — PHASE BOUNDARY
51,806 SF / Lp ` v> NW 4" VCP=263.66'
/ ( ) � ') \ SW 4" VCP=263.61'
Ile
/ ♦ / ♦ BICYCLE RACK10000,
/
/ /rod / ♦ \ ` o
'000,
/ �� ' �� SCB (2)
♦/�♦/ ' SC
SCB 26?
/ / ` REMOVE EX
I H/C SIGN 4
2673n 3n \
n
EXISTING
PARKING L
EX BALLARDS �T
z/
r SQUARE HANDICAP SYMBO . k01
Q UE BACKGROUND, TYPE ( TOTAL)\
J \
EX YELLOW STiPiN 0 REMAIN
r
AN'ICAP SIGN WITH�VAN
ACCESSIBLE PLAQUE\
(R7-8), TYP,
PROPOSED H/C STRIPING &
SIGNAGE TO PROVIDE 6 H/C
PARKING SPACES & PEDESTRIAN ISLE
PEA VEL BAGS FOR
EROSION CONTROL
MCCM ARCHITECTS, INC.
4101 GREENBRIAR, SUITE 300
HOUSTON, TEXAS 77098
T 713-523-6070 F 713-526-6070
www.mccmarchitects.com
JHr JONES &CARTE R,INC.
..& ENGINEERS• PLANNERS- SURVEYORS
Texas Board of Professional Engineers Registration No. F-439
1716 Bdarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000
��P�E OF TE�gSi(,
THIS SEAL WAS
BY
SCBRINKLER CONTROL BOX
STEVE E. DUNCAN,
P.E. 83252
PARKING ANALYSIS:
ON 03/03/2011
WV
WATER VALVE
83252
O , •• �i
�i'��!CENS
W
WATER METER
EXISTING:
W V
WATER METER VAULT
30% C.D. REVIEW
09/01/10
FH
FIRE HYDRANT
REGULAR SPACES .......................
164
/�
TPD
TELEPHONE PEDESTAL
FOR PERMIT
03/03/11
PP
POWER POLE
HANDICAP SPACES (NON—CONFORMING) .......
2
LP
LIGHT POLE
SSMH
SANITARY SEWER MANHOLE
TOTAL ................................
166
CO
SANITARY CLEAN OUT
F-
WS
WATER SPIGOT
HANDICAP PARKING REQUIREMENTS:
EM
ELECTRIC METER
�
O
ET
ELECTRIC TRANSFORMER
TOTAL PROPOSED SPACES ................
170
CTV
CABLE TELEVISION
z
—OHE—
OVERHEAD ELECTRIC LINES
REQUIRED HANDICAP SPACES (151-200) .....
6
—SS—
SANITARY SEWER LINE
U
—UE—
UNDERGROUND ELECTRIC LINES
REQUIRED VAN ACCESSIBLE (1 PER 8) ......
1
—T—
UNDERGROUND TELEPHONE LINES
(n
w
cu
4. P
—CTV—
CABLE TELEVISION
PROPOSED:
— 2W —
2 INCH UNDERGROUND WATERLINE
QU
— 3W —
3 INCH UNDERGROUND WATERLINE
REGULAR SPACES . .... .... .... .. .. .. ....
164
—4W—
4 INCH UNDERGROUND WATERLINE
VAN ACCESSIBLE HANDICAP SPACES.
6
—6W—
6 INCH UNDERGROUND WATERLINE
. .... .
..
— SS —
UNDERGROUND SANITARY SEWER LINE
TOTAL PROPOSED . ........ . . .... .. . . ....
170
O—
TREE PROTECTION BARRICADE
MCCM PROJECT NO:
10-026
— — —
- — — -
TREE PROTECTION BARRICADE
HANDICAP ACCESSIBLE ROUTE
6-
a
ELM PP \
/ AK CB / 2 � REMOTE FDC \\ , U7 — -�
0 c
EX PAVILION ,`uYs .
�/ry s® �, / TO REMAIN J \ FIRE HYDRANT ASSEMBLY
LP
SCBCi-
C ✓ - 267
/ INFIELD ♦ /
/ FIELD 3 ISOLATION VALVE )_
//6�\ ♦ `� �s J�--- --- 267
♦\ y /
9'qHCAP ACCESSIBLE ROUTE
1000, '00e
/ �SC
/ `�\\ REMOVE EX
- . ♦ . � / ,� \ REMOVE \A D YEL�'0�, PAI �6�
6" PUBLIC WATERLINE H/C SIGN �`" / \ FROM CURB 11 FACES SAINT \
-4'. �♦ \ /\ PROPOSED PARKING\ QZS AND\
AWWA C900 CLASS 200 PVC / LP ssMH / � HAN AP SYMBOLS AS\FI�� .. , � \
EE SHEET C2.1 FOR DETAILS ♦ / ♦ ss RIM=267.31 \
♦ �2l0 — PHASE BOUNDARY
51,806 SF / Lp ` v> NW 4" VCP=263.66'
/ ( ) � ') \ SW 4" VCP=263.61'
Ile
/ ♦ / ♦ BICYCLE RACK10000,
/
/ /rod / ♦ \ ` o
'000,
/ �� ' �� SCB (2)
♦/�♦/ ' SC
SCB 26?
/ / ` REMOVE EX
I H/C SIGN 4
2673n 3n \
n
EXISTING
PARKING L
EX BALLARDS �T
z/
r SQUARE HANDICAP SYMBO . k01
Q UE BACKGROUND, TYPE ( TOTAL)\
J \
EX YELLOW STiPiN 0 REMAIN
r
AN'ICAP SIGN WITH�VAN
ACCESSIBLE PLAQUE\
(R7-8), TYP,
PROPOSED H/C STRIPING &
SIGNAGE TO PROVIDE 6 H/C
PARKING SPACES & PEDESTRIAN ISLE
PEA VEL BAGS FOR
EROSION CONTROL
MCCM ARCHITECTS, INC.
4101 GREENBRIAR, SUITE 300
HOUSTON, TEXAS 77098
T 713-523-6070 F 713-526-6070
www.mccmarchitects.com
JHr JONES &CARTE R,INC.
..& ENGINEERS• PLANNERS- SURVEYORS
Texas Board of Professional Engineers Registration No. F-439
1716 Bdarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000
��P�E OF TE�gSi(,
THIS SEAL WAS
BY
AUTHORIZED
i„ •�. ••'•, �l
STEVE E. DUNCAN,
P.E. 83252
* ; �[ is
ON 03/03/2011
STEVE E:DUNCAN .............;0. •�
83252
O , •• �i
�i'��!CENS
.r
11 A•
ISSUE
DATE
30% C.D. REVIEW
09/01/10
60% C.D. REVIEW
10/15/10
90% C.D. REVIEW
12/15/10
P&D REVIEW
01/24/11
FOR PERMIT
03/03/11
L
cu
n
cl)
m
S.._
4- a^,
U
F-
I.J.
O
4-1
�
O
CCS
U
J00
W
z
cn
to
U
W
p
U
wv
U
E O�
�
(n
w
cu
4. P
n'c:
>
\O� N
/1
MW
art
QU
�'= a)�.
0
N O
N
-�-a
U)
E O
— Q
r-
.I-
U
O
I— �
O
c)
MCCM PROJECT NO:
10-026
DRAWING NAME:
CITY SITE
PLAN
& EROSION
CONTROL
PLAN
THESE DOCUMENTS ARE THE PROPERTY OF MCCM ARCHITECTS, INC., 4101
GREENBRIAR, SUITE 300, HOUSTON, TEXAS AND ARE TO BE USED FOR THIS
PROJECT ONLY. ANY REUSE WITHOUT WRITTEN APPROVAL OF MCCM
ARCHITECTS, INC. IS PROHIBITED.
SHEET:
ci
■
... ! :� :
: : : I
; , _[iFE CURB ENDING DETAIL I
...... 111111r��� I TYP
2.30' :
I
.... �) I T/P=271.31' : .1
. I
.. ! �
'!
, � : T/C=271.711 , T/P=271.29' ; -.1�
:
T/P=271.40' -1 .! -1
I
..: ...
..�_.,
T/C=272.30'
: ...
- -� � . . T/P=271.21'I
... � � ." .
: ; 11 / . 11
: ; : ; I
; : � T/C=271.71 I
� . . . . . .
: I :1 ..... I—— I ... / z .... . PAVEMENT TO EXISTING ....'. 11
. .
,
0. PAVEMENT ELEVATION ...'.'.., ,...,..., "I
.1 1 - '.... 1, %. , . ."... DETAIL I
I DETAIL .. -muft MwAft ft -ft '.. . I I'' ...
I ftftft I T/P=271.25'
I
. .., I:.
I ft -ft
I : : I �
'. : � : ,
: : `
ftlaft ./ *.I. , � -
: ....... : ..... _- �
, *-,ft / . ...... .".. . .
,
I . `::�:
. ,
.
%.
- .11 .... / ....". / ..
"
... .:. /.-1.1-1 �1.1-111.. dj.
I " . , .
. �
'.. .." . ._ .
0 .., /."�� ".�..�,
- . . �, <�
_... , �� %%,.. ,
" ../ . ...� ", �",.. ��
EXISTING CURB TO PROVIDESAW CUT &REMOVE .....'. .�11/.':-, - / ..". " `> ..:".. .e......... 11, 11 ...
- -
.. I ,.�-.,�;�, .,:"-::' 4%. �', - '...:......... ,
. '. , ", -` , X. .. . , .�:,-. . ..... , "'... ,
... ., �;" /,/ /X-', .�/ , ,�� , .. '.... �-,-.`:-,-.,-.. ",-::".,.""..,".,..::::.... " '.... . .
., / 4 /-� .. , , , . `
, � �� .� '�111� " '.
O. / ,�
,
� , '. ,.<,.-.. .
4' WIDE OPENING x ;;/ �..- , . �/".-:., /�,.../'.x ,`�. **.% ,::: ... . Q - 1.7 ..'.. .9 - 10' 2.0'
- . .. ... 7
.-* -, . , ,::,.:::: : ,...::;--�-::::-.. ,.-:::.-.�*.., ", .....
./ ..". ..."..:...:---.
, ,.X.- ,�. . -, "... .,..
. .. . _ -
��` ...'.X �* " .4-Z .., � .. S-1. ....
- I ,
1, ...�', ... " "., �.//. .., I
_� � ... . ... / � " ,/ .1",
..� ,
. -�-:.",- '..'"'.>.�." .�-/:� ".. .y. ,-�'....,.,.
C=272.30 .. .. - , * ", , - ". . "; ... `1� . ..... .
. . , " *11%,**
.. ..�:. . � ,
T/ � . .1�1 .. '� ..., ..:,...:,
I) I , , - ..
=2 I . / "'...'...., ....,*., " . . .`�
0 //..-� - .<,.-'-. ,.."..;.. .. ... .. ..:,.:... `-�!,.. ... .. .
FT) I ` 75 , " . .. .... .:,.. ._...:.. .., ..�
I , / - ...:........... `..::...,--,:%. ,-..::-.."',..:.., .",,,",-.::-... ".... 1.
,
. _ � .... ..,. '.,.:.....-::... '-..:... - . . _.
"
... '. .. . .., . - :-, .// . / '. ''. � .. ,j...r... ... ....
PAVEMENT TO EXISTING ---,' /.
- ..... .�:'.:/ ,,-,.-,, ....::... .,:..".�..,.
� I .. 11.1 . . - . .... ,- � � . ,. . , , " ..:...... .. ... .
- - - I....,-.. ... . .:::...:,- .,::::....-,.,.., .. . ...,:::.. ", !t
"I ....... I_. " , ".. . ... . . :
_.. � - � ......... 1-1 ........ .. I I/ ,.,.:. �... ,., '* .��:**.":/ ,. _. . '...:...". ...':,".." ,. .... , ::::.-::,'-z:.-.. :*.. , -.:� `�::....>. .:. , I.. 1
� ", 1- ... . ......... .... __. PAVEMENT ELEVATION ., .�.�.�" ,.-�..,'/ ,.... "..... .. .., e.,.".' "'.. "::, '...:.. ...:.... "...:...... . "' , .02' � .
................ . , ., " I..... , ;/ , " / � - . * , -- - .. 11
. .. - , /.. .. .....o.. `-:1....... ,
, , � N", ..' '. - .. T/
. � ;.,
�� I I . ..::: ......'.'..". -,--.-.,.-. , '...
....... __ - - , ,,,:, /., "'.., ./P,./,,' - ::..,"`-:::. ..'
" , -, :.." ".. . � .. . .. .. :
. :1, - , - 0 . , .. .:.... ...
.. : ." , ..� ..".... .., ... , - . . .
. . " - , . ... ". ` "'...'.... ... i.
-
:, .... - .. , T/P=271.80 " ..,:.-.1... / T/P=270.98 , t'.
, ... ..... .... .. .. ,
3.00 .....'';, �;-, ..., .... ...... ... . .
... . ...... , , , . .
I , , . .:*--. .... .--. I I.. .. ..:... .::.. ...:...', ..:�,:>:'.... .... i.
. . '...
, 1. .. . ................. : ............ I'll ......
. __ .......... -
_. -1 _. .. .. . I I � . ................ . ..
� I I ..:`, •- ..4,....:... ..:,.: I , ..._.,
I . I 0 , , ".... *--::::-.,:,:::::, ,--`:,:.:�::::.... �-.::-.::,;:. . .
I � .. �, ... " :::,--,.`:- `..,.:-:::-- ", `.-:,--`::-.. `--':-.`-:-- `--:,--:",.,-.. "...
.�..-'/ ` " .......... I—,
. : .".- 411'.1 i: /`;,�/ -',,.,,, * 6 , .
: � .�",.,..,.:,-.:-,..,,.,-,.:..- ',.>5*.'---'.-`- ., . .. , ,0;`/, " \ , :::...:`:: ` , - ... . .. I ..
. . . , ......... ... _.,
: I , . T/C=272.3u'. ' '' /'. I I I /�/ .- " . . '. " ,
� , . , ..�`,,, / ..., / .-. , .. - ....... �
.. �, . , , .�' '... I - , , . , I.. I . .... .1; I ....... I ...................
//1'.]."`4 /.,_.,..,_ •,� 0 -, , , , * .. T/C=271.71 �. ........... - .............. - I /
� - , " I / -1 , N "'..>.. `:% -..:-, �,:, -, ,`::;,�,:::--.. `:,.-.`::;. ,-� '.. I '.. ... . ......... .* ...,
T/P=272.30 /.-, � - '..". ". .., ..�'.'// .I......... -:1�..::::,." .. , .../ '.. .., ��,.". ./ " - 0 . I..:. . . ..:..,. .:::�-,:.-, . ...... I'll'.." . ..................... ..... "I'll", ...... 11--
" ". ... , . , . .::/ A - � ' � �. 0 ..... ,::-::�: `---..--, _. .. .". `-,.:-. ", . __-...
: . - .:... . ,.�, . , .. . I . . . ..O....'...... .....'....w.... ` ... .... ,
, . '.. .. .. ': .,:._...... '...:-..:,-":.:: .,....... ........:.. .. I ._ I.-., :1 ............... ,
.11 .. .
:2,7 ,....:'..,.-:,. ':,:�..� ..'; . ", .;�.',..' 11�
(! I EX...,.T/G � 2.30 ."'..", - "._.' I.. ... ..."�...... ...�..�..,. - ,..'_,.,�. ... ".... .., . C'4 % :,." ... . '. ___ ...... ... ... .
/.-" "',
/..:.-" ..
.. " ".. , .. "... ..... ..
/
, I
... ....... -.1 ...., ----,* " .e,-., .. ........... :�.. ..... .
I ........ 1111.11, .. '_.. .1 I .�. ,:.. . .
I......... .............. _11111.1 ....... � . ."",""',
.. .. .
-11 ........... I ... � . . . :.` .:::-'.,..:..` /....:..:; , - .. .... / I..
,
'. -� - 11 ....
.. _ I -..
.. , 11 ....%%, � . , . I
, .. ... "...",:.:. , . . . , .: . .1 -..
..._�r . . , . .. ..::: ..Z>.. ... , , , .
. . /:. , . , - .
\ . I....... .., ... I .. . � . .Z. :::---': .... ..:,.... -..::..::..,.,... '-:.,.-. - .
. , /� : " , ... " " - - , . . , . . -:>.. -
...'. . , . ' .. ,� `,'� ". ": ..:.. ,:... .. .. -- , - - . .. - ..::. , . , , " I ...... : : .
.. I .. - .. ...... ...�....',. .\ / T/P=270.93'
. .. . ... .:,.:,�:%.
"' 11 -•* :1-:1... 1-:*"..'�'. .... .:'... " .....,
.. ; , -,;;* ,:`
..-:,:,- . :k "
. _:_ .
,.,. , , , "
.. , - .:... .... ,.,
* - '.
. *\*:.1:!:::-.
I:- I / 1. ...... .. \..,.
. .
,
, *:k \ - . // T/P=271, %.."/ ."....'.11 - �. _
I;,....,_.- ... 11 ... I .... 0 1 . . 1901... '. I .., .......:.. ., . ; . /
.: ...'. . . :0 3F . .. . . .. _'. / % ....... : ........ _ I Tem
t _ ... 11 N 10 - / . .., . . ....... .% ,,-,:,. `-':::,:"-.::::.-.. `-%, ...._'.. .. .1-.m% :
.. ; % : ..
'. , ,\-::::!�:�, , , ..
- - _____ � . ... \ ........", 1.,. ... - -
� .. .. 71 ":... --:�� ."., .. -:.-,�' I . .......... % I 1* 1716
1 ` 1-� , . . . � i
11 �) . . \ 6'. " 11,0/. �
. 1.m """""" ... .... 11"... / / � 11 ... .. ` ,*... . . . :
: / __. '. . I ...... a / .
'00.--N. I ,;, N . %. I-,.. .-:>.��:;::.. .. /
� ... % , /,_ SHAPE TO AN. , . GRAI)f BREAK .. " .." O... PAVEMENT TO EXISTING /
� .., .N / . , - - . .... .::--*.",` " �
, I � -
, � I � .
.. � - _ ... � PAVEMENT
. �
R" I I I I , f \ 0 ,I ; \-,. . ;_.., . ELEVATION
1111.-.. / /'/ . 4 -/ /- : .. ./ �... . , \'.. �
� . i " �....
� t ._, #* 1�� ..... . : . I i
� ;� _�O... ,.,. .- -..-.. � ...... ../..... i � .. � . /
� _... : T P=271.84'•
: I e� - ' .. ....... __ \ T \ . , "' ....... � .. ..
: ! :
. I L ,•
.
! .., I , -
: Z 91 . . .. . . I � ! . I 0 ...'. ':
� .." 0.0 " I I *0 .... , T/P=270.85
� 1� T/P=2 I ., .T/ - 0 11,0/. 0 '..
. 71.89 .......... . ..f=271.80 %. ;./, : 0% .. � 4 ........ . .. :
: ,--. f 0 "\ -,
� I 0 \ , . ". ..
: J =; - : . ..
� --� �
� D : \ "�% ,.%., .,
: � 00000 I 4 \ ../P 272.00 .I--
� 000 I /P=271.50 % " I __.....-
: - . I :
\ "' - - ,.%,. \ I ��,'' ! ...,
: : ��,''
* 0 ---@ CD ; _cD 0 .. .......... ,
�. f ". I .." ....:...-%. . _.........11-1
� . . . ...... . ..... ...... I * . q . % **-* A , ,11.1 ... I— ..... -
` : ..
"'... 11*11 . . . . . . T/P=271.1375] \ (&, , - q .
.. ....... -11. ..", I _-...� ....... I"
,, - - "Oks":
. . / ".. / / ; : .11
'
: "" . I . C14 _'...."
: I I 1_111111- .............. __ .. 35 .-N -I ... ......... - � 11, . T/P=270.82 :
11 I 1 C14 r- /%: , ., �$/, %% I ... .
� _9" / :.,:., <� _'%. .. ,7 - :
. . .
.."".. ___ / ./ , , d . 1.55% IN 0 ... � . #41 .".�_. :
- _... . 11 . . I
� . / ....... / ./ . !
, ".. / , -40 LL_ 11 Sk. ..., ............. I ......
. , _ ,
.. : 4,,,N ", , �.. ..,.
- \ 9 . %. 1. -
, , "' .... ........... . _ ........... 11 ... """' L� T/P=271.75' ., 5' ) � . /
_'��'. 4T/P=271,�9]5 / +N LJ_ c 3) %. ) Ill.' / " T/P=271.
I I T/P=271.8 11 . , ...
,.. :
: .,.,
"'...il..' - , \ I : :
,
I
� . .., 3) .. 11 ..
: I .
� I __ I T/P=�'272.00 0 •: ! I I "'. .. , , I
�, /11, I
/ \ ............ : *
: . I
X 0 : . T/P=271.88' /,
� 4� / \ 2.25% . ! ... 11-1--. •I ;
: 2.48% : - ""'. ..I... ,.,�, 41*%
,
; % .44 , .......... I 11. - , ,�, % ***%- I 1��Ii-
. � C. .
.0 - _1.1/ �.... . '� \ - - - - ftw� .7
� .
.
I - ...", .1 a - I 0 /
... .. . , I
- , ... .
. :
: I - � . : T/P=271.10
I
,• ." Iq
: ..'........ '.." ......... /
I ------ � .. .... V I . " ... I
, . , . /
. , . .. /
I , ... I-- .-
: I - . ! V, , .,/
� . . ` \ � . T/P=271.79' "'I ./ EX FE�CE TO REMAIN I
` I . :
� - ...., / :
.1
� T/P=271.80 I T/P=271 1 , - �m.._,; 11 .. NO <31. . T/P=271.621 ".1 .... '
: . 1 .1 5% T/P=271.875- . 11 11 :
� - I .. co 11 .' :
, .. 1�j � I :
: , . \
\ � :�)� \.
�"..,., � : r1i 1b; , J. ` ..... Ill/ �
I : . - I 1--% / �
: . .. � - 1:11-111, .. ..... N
. , ... ., - - :
` - I
. I
� [T/P=271.875' . - .. , - U ;..
:
I
I / :
� .. . .
- i F - �
I.-/ 0) . /."_`. I I
w , I �) \ I T/P=271 75 � \ . I �
Nq 5
0 / /
._...
--JL�C=271.831 T/P=271.74 SHAPE TO DRAIN - \
1. . :
� ". '.. 11 :
; . / 1 1.45%. :
; I '.1 % L I
� , ". 0 El ; .. I ;-` . ....... :
: , .1 I ---I I I
. EXISTING PAVILION / I \ .-- �: F I I - ) / :
..
I / : : .
... _., : ..
".., T/P=271.58 FF= 271.83 1 i T/P= 71--.Q! - N I :
T P=271.58 �-, i Ln . I """ T/P=271.80, .- .., 1. , , 11
. .. I "
_ 1-7 T/C=271.83 '..� -Ij .... .. -1 r-1 r__1 17 El 00 FF=272. Ot "I T. M FF=272.00 , \
-1-,1 __%.m __ [,� \ ON , 0 0 - �
.
-I..... ". ul. I r I I E10000 �
; .1 "..... �= I - - j I , ... .,.,.
, "o ................ .. *� _
- � . I ' .,...
: . /I 0111 ,_ Nil I I ' ,
..: " ;* 1 -q T/P=271.32 ,- In :
I.; ..
: .1 , - T/P=27 .45 / I - 1-i
1, I .1 ' I 0 :
: ; T/P=271.51 I T/P=271.80 %, I + ./' .. ""...�...% \1 FF=272.00' /,. �) i '? 7 I�A 0
.� % . - :
*11 I :
;1 '. 1% . . I . ;
1�4
"I 1. .. "I
:
:
_/ ; 9 77I 7 -
"..., , . :. ` 11 p p ,. , I � - -
I .1 . .* \ � EX CONIC. SWALE
... , : . , "::.. ; . . ____ ,
- GR . "I. , e
:
.1 I., ADE BREAK :;. I *1 'I" %.'.-..: / I . . I - ./ 11 -400 X �O T/P=271.12 / V : .....
• / I - . .1 \ 1 .57o ,. - .I- .77.:7- - - : I , I
. \ 4 I I , 1. , .;, - - -
TO REMAIN
"
. - % .__ T/P=
, , . t�* __1 / :
I. " � \ , _�
I.'. � � ." --a--%* ...., -
,I , . : -4�
1.1-1 -
/ 1. � I/ . _ .T/Pt!��71.12 17" �
: i 1. . I - .. I.., I :
I t *N I _. . I T/P=272.0 : .� Q)
. ..
*1
: -0 -----Nm-- ; _ .1.1 ...... ::11j & : '-. I
, I / !
T/P '� * T/P=272.00 "I ." 1.""...". - _/ QY :
, ! = 1-30 / i i .. , ...,%,. 01 '.., �
--,,, i ", 2 - - ,_ ' '....", T/P=2 .8 `.*-_-1-_--1 .....:_. :
\ " . , - I : . ;
-1 . -1-1 .... � . . . . . ;
. .
I \,
I �_ ... T/ =271.85 , " . , :
,
,
.
�-. / T/P=271.5-'� \ �� -> /_:...',�-A I .- 11 I ,p \ . %. / , (�
J1 .1 ..,.,* / , I .... . . ��, T/P=271.71 " "..'..- -1, .". '. ........ . T/P=270.50'
, + .'...;..:'1.�':. ... ... �3 .. .. "'.."..'. .
, ** -, * 14\ . .. . .. .,
1, ...., '.. 6 '. ,:,:.. ...... ..... .""". . `%_ I" CF) .. , '. 11 . . I I
. .. Q� .. . .. '. - -----Nm--- _-
/ ; , .':�., ,:. ... , .... ... 0". 0 .> __1111__ ... `.%" .., . I �
If' I I ! N.... *. ... \ T/P=269.60
� 11 " %. -, :. --::::--. ... ... ., 101 : ` ... * ", : P=270.00'1
,, � .... I.."" : - r�* �/ -:!;�:: .,:.,. , .'. . .. . \�.
I ftraft W.- _v" --W- - - _:1. \ � ;�:�_--"�:�:..:...:... """ ..... %` I - . ........ �,%_.: A - .. ! 2. LY, ,. , � - : T
.. 1�-�
.1, / :�' 1. ,�. , ., .. 11" "�"", I 11 I I - :
".� .. .. -.:-,. `,`..'.'--.--. -.. ..... I if I., ..
�, . ... \ , : , I %.'.. :
1. -A.. . .000 , :......:.:",:-',.:�.�"!,.,:i::.,. `-,-�:.-..::--�::.,. ..".'.. .... ".... 1, I
;/ : . .::%:: .,
I : . I- ...... I'll"; . , ; - ,- '. ... ... . .. T/P=271.77 I..., . :
, . . _ %. " ..
%_' /-% .. � .. -:, ,�.. ..... .:.,- . . - - - '... .
I - , , , , , , -
/ - ., T/P=271.43 __ I ....... % .1 .:---:!:.:�--:;::::t!. ,..:!.:: '' , , - '.. : � ,/
: , __. -1 . , .:: ....'<.... -,.. , :%-. - -.-::�,*.::-... , - .. .., : - - - I 11 1. : � ........ .................. .....
__ � , - .... .:;... `:-,� " \.. ... . - ...... � ...... 1-1 ... P=269.38.....
.: _, \..,/ -� ..:,. *.:.,... .. � * 11 :
: . -1/ " t " " I
. : I : . ,..:..!:........ .,.:.......'.-.. "". ... .!4 I, t.
.� ,.: ... 1. I
", : : , . . ( , Z.... `-.::-:,--,--.-. `% ,.-----,-.,. -1 - - - I I ,. . '. #4p
t
� �/ � - . - ..�Q) -_ . - . . , - `
� 1, '� .- .. -:::--.' ... -..,.....:... -..:.... -::�, .., .... . .. .1 �: 1001,
"� .11 .., x :, -�, .. " . , . , . . - � , .1 .11 ... I__ . -
/ . ..* " `.:.,*.:'.'.:.. *, 'z.::,:,---.', " ,, " . ...... - I., 11 "I"
: 11 : '..... - .. . .. .. ......... -.,. -- -. ::. I " .% 000'2157-
..,.::.. '...'...*:Z:,� `.-.:%.-:-<X * . � . . .', , I :
.... � . . . . ...- .. .... .. , I. ;
: :..., -1 , � . . . I/ _---a, � ........... -11
._., :,-..'�:.,--. ,...:�._�... :,..:::::,. ...... "'... ........,% ,�, ,.- . %__�_ ., � -1 .......
: - ..... .� .. '... :::. ..:._.. .. .., . , e I ............. ...........
` . .. ..:.. , .. I. ". " `1
,
-
� . `-.:::.::�:-.:.. �"-, . . , . - : � T/P=270.50'1
...:::-::�%::�. ..:��:-:::-:Z::.... .... _ . . ., .. ... .., � ... 1: 11 ... - :
� r-'. . _..", � , " % 0 , "I � " \
. ,_�o ..,
/ I 77,1111 11I.- _., . �px ..% ........... . "':...... .-::::..::;:::::. -:::-.".`,*:..... -":,...:,--:,...... ... �.�, I I . I T/P=271.12
�, . -1. ...... .....'...., -.,.'-..-.::.. '-.:'-."::.., `,.-*...**--:,-. ... / . I -�-.
1. 1. -.11 ... , . " .. " T/P=271.6 I ._...., . ..... _.... _ ... � ........ I-.
: - 9/ .. --..:--.: '...'...:.. %.'--_--.. ........'4% %..,-.''-;,."�, .... .." : . ..
P-.. __�, , I - ..., . \ �. ...... , " . . . . . , .. `,,;-.,.:,--::-.-. .. \ � , `� - ,��--,.�>..... /. ./.. .., . 31 1000, .... \
.... 1- . '. .: .."... .... ..., %','-..:.:;:... %.:..... -, . . .... . ., : .., I : .......... 11.11 ............... I --- � ........... � ....
- - " .:: ..- . .::. .:. .: ".". .:::.. `..:-N_.. - I ,
. : .,`, , .. . � ..." . . . ..". �
, .111 ....:>. .. . .
" .'-...,:::... -.::-,:`-::-... `.:::.-.:',-::-'.� ", .. .. ...".. .. , !, . -�_- X7-
...... � .% . , , - - - - . , ., I. 91 ..... ..... : , .
I .... : " " - ".::.. . ,. ..., ........ ...."'. , -'.`,'-:::.. .,�.......:... .... . .-::-... .. -. .1 ., '.... , , ; . %. ..
% I PAVEMENT TO EXISTING ...... ........ - ..._.::. , .: .., ..., \ T/P=271.71 , / . . " ... I. I ... 12'..._
'. 11 , :%..,-:!:.. ,-::..�:..�:,... ....:........... _ , `.:--.,..:*-. . _- I. .. / . - - .:::..,.,., .." ... : " " /
._ /. X ` . . , . .:*--:,-:,-. .. .. ", .1 '. " , ... .:., .-"::,:-, - ." �* ` 000
`�,.,-, " .:.�. . ... .. . . ,:..':.,�" .... :... .�.. - . 'I ....
. . " .. . . . . ... . " .." ,:�:,-, .,:/ ...... . .
�1, 1. ` -.,*:::-. .,:...... ..:.......:.. `:::--.,.`-,-,:-" ,,,,:,--:%.::--.. .:...:1_'11'-. ". . .. .., ., .., ". . ., �. :. .. _
I.. . ... ` '.... . , ":,% .... %.:%-,:;... '.... ..�. , , '... .. ,.,:.. ... I I . I ........ . -.,
I . ... ..: - - - . . ... .. ..: ., ., , .._ '... .. ...� 0 . '.1 ..... _._ ........ _
. .::.:*::.:::. ". .,,:-.-:,-.,. . - , . .. .�_. . , . :.. 0 . I I � ',�, 6
PAVEMENT ELEVATION .. / �* %. . .:,..:..*. , " - *- ... I �/�'/ ;�/ *, .,:-,..-,:.-` ,:.. .... . .
, � , , . . " : . : " ... :
1, . .... - . ,..::... .,,.,,. -,:��.. ..::-.::,,::-- --,.--:,.-::-... ,:>.:,;:.., ... \ : / . ..: ... ., . , �1. - , .1-1 ... I ... I ............. 00 ..... _1 I : 1. I ..
- . " .. .. - .". `-.::-..,-:::.. .. I IQ I . ./ ,,�'.....,.. - .. ,....."...:...' .�/:,:`;." .:: :.. ,. I �, . 0000
.... 1- ...... :: ::::.. , .,., .. ... ...>.�`;, ..._.... . ., \, I / ,.�. ., , :'............ , : ....... , � % ... .... '. 1 T/P=269.60
.... . %/ . . .. . .' ` ,:.." --, , "I-., .. -1-
/:,., ..'.:��:......-... .-..::...:., '-..:. '. ,:...::. . _.. 11 :"
. ::.. ::>...:.... �:-- ..,�
- .... ..., .... , . ...,
- - f
. - " . "
/ . %,� . ..,.,.`:::.. --::---.`-m::---. -.`..,.,:.-..... --..:-...-.::... .... �'.4000'
, � . . .. .. ... ., , .. ....::":,.�/ . .. .. ;
, .. "-.`.,;::.. _..'.." '. . ... : .. . ..... ...,�- I...'
* . . , ....'. , . . < , I !
.. ... . .. , ... %%ft 0 : . - , .::,. * .......
... .... / " " . '' " "" - ; . 7
. . '. .:.. .1. . . .. . . .. .. " , . I *
. . .. .. . .� .� I I .1 , #
- - :.. X ".: , - ...., -::.',' " /
I ... ... " ,
� I .. .. , " .. .. ... '� . . . . . . . , , .. -.1 .." I
.. -
. .'.., %,.. ..:...:.::., .�:......>.. .:.::.:>%.- " -.-. - At..;.., .", ".1 . /", "' .---:::, ...--'.'.-. , ...., - , 0 0.00' !
"..... ,..:....,.,... '... .;" \ .1 . ::-`:.-..` --,./:�;;` ..-�9:..,., .. .. '... ..,. .... .-.,----�". > --.1_.,_. . I T/P=270.75' i
.... I . . _
I ... ,,, **:.,
SEE CURB / .. .,7,"..:::.... .:::. .:"... k-..' ... `.>. [T�p
I
--,- ....:... . '. ..� . , %ftft " , . , _ . _. ""' , ...... ...... ... - .., =270.55'
.. \ , .,*.'I:,. , . , : . . . :
., :::-..:,". " " .. - . I,/ .. .. ---e .
.1 "I % :-..."" ,.:,,-.,:.... ...' . .., � .1. . :
,
, * . . , ..
" -.:::. .......... ..........:,, "" ` t') ........... �
".
ENDING DETAIL, TYP,.. " .... .. ..:,,., . . , .. ..", ft -ft ........ .. . :/ , . ,.. .... '' .-
.....'..,...%. ...:... .� ;V,", ......."... ". ...... I- ...... .
I . " ..., ..,.,.% .., . -, ,:, .. ..::.. ... I � . .
_,. " ...... 6 ft-% .... .. ,...... ,,../. .. I . . .1 ,.-,:..,:,:.-. .::, ,., , * .. % ..,
I, . - .. ... � .. -,:,,:., .. .........-� - .... ......"... '.�..' . .,:..*, -.1 , .... ; * ;
I .. ." ... :. ":: - ..�.. � . ............. #�1111 .... I ..............
- . ,--:*--:,--*:... *. 1"... " ft -ft .1 '. .. , ,�.'...� /........" .:.. . .... .. _� .......................................... ... .... ; �
0\4 .. . I'. ..,,.r , 1-11 . ...........
.. 1. - 1. Iftomm , -.w..-.-.---. .- . -,:..,�-` ..:....;,, ...;::::'...... . ,
, . .., ::-- ':/�.-' ...::--,..�:::, ,.,:... .. . ... _. . 01.. .
I , , .. - .. ,..,: ,:�;,:..-,:- ,
.., ..." . %.. %. .. .... .,..,, I., .. 4 ....... .. .. ". - .. .x, , ... ". T/P=270.60' ; 1. ......
. �. . ., * *
, .. `>::` R ��46-mw - .11, ." �
.. , .� ." .,.,.,/ .. ".. - .." . .. .1Aw"/.'1,.w.,.:/ 'v ,. / .*
., '. , . 1. 0 / . . " . , - .,h..� � .. I
. ,"'"::'::<; ._ if -'��...:::.-` .:!-...::. .�� - - 271. . ,. I
.. 0 ,11- .1 ,. ., ., .. ., ->',:.` .............. .�� ... I.. 5 ' T/P=271.661 .1
. .
I o......- .1 ... -: -.::: . , T/P=269.75'
.. ,..... .. . .. - � , ... I...... . . ,
SEE
... . ..".... .., .....,...:..` ..,�..,:'.. . , ".. / ,'...... /�....,. -.1 .. - I
% .. - ... ......,....... ............ ��;�'. .--,�.-'.'� ......... T/C=272.161 .�
-
�
..., ......:... .......'.. , � .
,. ........- .... _. -1�1 ..... � .. : X
. I .... .. ..-:./..'..-* ..;� - -,:---`:./ .-..::-..::/ " , ..
, , - - .. .
. . �:::, , ., .
_ ", \.,.,.,. ":...,..�:.,...:..........�.....,...'�...... " ` 7 .�
,''.,.,:.,. ". ''.. . .. / .. .
B AT ', , -, -, -, .:., // .. ......:.. ..-',-..-, �. 11.: .. .... ,
..-. / - , .. - .; . . .,:... _ _ .� 1. . ,. I ..,
., %.. 11 ,, ..........'. .....'... ....., .;::...�'.., .. .. ,
. ..�...,. , , ..:� I -
..% ... ....� " `:.,:::-.`
. . , * , , -.
I POLES . . - , ,..":.. � '...'....... X........ ...� +
, , , � .
BACKSTOP DETAIL I .. , *
. - P�A'/-. ...,.-...,:.--,. , ..., ." . �D
% . .. .., �...:::: .:: .
EX CANOPY . ._.. .......".. ,.. . . . ,
." _- ,
.... ..:1:../ .,
.1 . ': ":/ ..::� �. / 115
.. .. '. ...... : . 4i
..,...I. ...., - - - .:�, .... ....
.. -.-- .
_- ., ,
.. .... , .. .. A. -
.. TO REMAIN, TYP , ....,.... -�', .". I , .."..".:' .,:,..::! 1\ I I I
1. .. " SED .. I
. .. ,
, , I
PAVEMENT TO EXISTING i
., 11.
.. " '. PAVEMENT ELEVATION I .
I .
.
. . I
. I, .. " I
. 1-1 *11. .. .
..... . i "I ....... i F-1-1. / - -....
,
.* ... : -1. 0-wo
, � .... : ; .%
: : i I .......... _.:
6 : : � . 1
-13 : I I %,.%
� i :
GRADING PLAN NOTES: : � -, :___ �,_-/ .-._� *
`�2,-> 7
; .0 ..... , .1 :
:
T/P=271.00 ; T/P=270.96
115: 1. ALL ELEVATIONS ARE TOP -OF -CURB OR TOP -OF -PAVEMENT. UNLESS .1
LID OTHERWISE NOTED, T/P=TOP-OF-PAVEMENT, F/L=FLOW LINE AND .78
I
.
,..I., *%. " \-
I T/C=TOP OF CURB. .1, �
I � 1, ..
..... , T/P=270.99 %%,.. /. '.
�._.. I ...
0 1 ... I—— ........ .. .1. ?..
'n I f I ..
C4 2. THE CONTRACTOR SHALL COMPLETE ALL EXCAVATION ACTIVITIES TO THE **%. , . ... 1*
i *%. 11
.
W� UNIFORM SMOOTH GRADING I .%, � - .
I I %
0 :, . ...... I � I.. ...
OF ALL AREAS SHALL BE ACCOMPLISHED. THE FINISHED SURFACE SHALL ; ........... I.. m . ........ i *."".., /-.1 ... ..,
, '� . ..
. - : -,
� : . % ... � : .
a BE REASONABLY SMOOTH AND FREE FROM IRREGULAR. ; -,
I .,
m : \ i : ;: "
: f : : �
. -1
78 , � ... ......... � ......... : I T/P=271.001 ! .'__ _ "". . '..
" . .
. , i �
, 11 � I .
a, TION AND .: .1 \. : \. . .
3: 3. THE CONTRACTOR SHALL FIELD ADJUST THE PROPOSED LOCA 11. I � , " �
f..� � I N) :: , I �%
,a ROUTING OF SURFACE DRAINAGE SWALES TO MINIMIZE CUT AND FILL I . : : - .. X .
6 : �11 .;,
.E- AClIM11ES AROUND EXISTING TREES AND LANDSCAPING. /`,_
I 1� ......
: . ..
'D 11 .,% � ........ 11., .. . �. :�
,�_. ON ...'..":
a .1 ft"m
I I .. .
0 4. CONTRACTOR TO CONSULT WITH CERTIFIED ARBORIST TO ENSURE :1 '111!!�--- ....
' ftaftm "awft ftftft
11i PROPER CARE OF EXISTING TREES DURING CONSTRUCTION. � w
� ; ; X
w f � -.4..% 'ftwft .... i
m� * ., I waft .. , ......
f � I �
(n . I .... ... i
: ., . I . ..
11 5. THE CONTRACTOR SHALL MAKE EVERY REASONABLE EFFORT TO PROTECT : /.. 11 ft -ft aftuft ....., " .000 SEE CURB ENDING DETAIL, �- 1,
(n : :: , NP i �.
0 AND PRESERVE EXISTING TREES THAT ARE LOCATED WITHIN DESIGNATED I : 1 7!" -1".". �- �
�: : 1; . J ...., - 270.5 -.,.% -.- ,
I , 11
: , , .%
0 : , __%. 4 I "" ._1 .;
, I
WORK AREAS. ANY TREE TRIMMING WORK SHALL BE COORDINATED WITH : "......., ,,-: ", , % ..
I
1-1 .
�
0) ."..." .. .* '.. � T/P=270.42'..
THE CITY OF COLLEGE STATION PRIOR TO COMMENCING. . - I. , _ <. �
r_ , , I- , I .1 / _� . t
, " " / * - :. :
.o , . , ;�'. .. I I .." �
. "' / - ! *11
V) ; % ", 1; ..
: -1
� - - ::. .....
a 6. THE TOTAL AREA OF THE SITE SHALL HAVE EXISTING VEGETATION AND .,.� � .1 ��,-,.. � I'. I .. ...... . ; ...... 11 ..,•�
0 / � �_.,, ..... : :,- ..... ., - - I: '.
C -SITE FOR LATER USE IN PROVIDING . . ,,, I .. .. ... I
0 TOPSOIL REMOVED AND STORED ON .1 : .. :
0
� I I
FINAL COVER.
T/P=270.4 -
" -
TION OF FINAL GRADE, THE CONTRACTOR SHALL PROVIDE . .
IE 7. UPON COMPLETION --,, .1:
- . � ;
I
- :
,
E SEEDING AND FERTILIZER FOR ALL DISTURBED AREAS. THE CONTRACTOR 1\ , � '. "", : I . , . � �,._ I...!' �",%,' : T/C=272.16'
' , : ".. �
,
-
r_ SHALL BE RESPONSIBLE FOR ALL EROSION AND REPLANTING UNTIL A
1�
. �. ..,:
0
,
I -
0 COVERED STAND IS OBTAINED. '�`
cn I 11-1- ...
r1i.. ... ..
- 8. ALL HANDICAP PARKING AREAS SHALL HAVE A 27o (1:50) MAX SLOPE IN ,.�'.... .1, .1 '...., ,;e,
: . :...
,
; �
I * � a :
0 1 1 .� 1 �4 �
'. . �
.
0 ALL DIRECTIONS, ACCESSIBLE ROUTES SHALL HAVE A 57. (1:20) ANY I 1, 27()-C)0'00 �
1/ ..... ....... ---- ..., ...... I/ . ..- . ..\O"
...
I MATCH PROPOSED
.0 MAXIMUM RUNNING SLOPE AND A 2% (1:50) MAXIMUM CROSS SLOPE.
w , : � :
11 � :
, . � / �
0 HANDICAP RAMP CONSTRUCTED SHALL BE IN CONFORMANCE WITH CITY : ."', I / PAVEMENT TO EXISTING :
0 , :1.11_1� � : ....
OF COLLEGE STATION STANDARDS. * " : . ..
,
. . m
?I 1`1`� * � PAVEMENT ELEVATION :
..
, ..... ..., � I` �
� .
I : : , 1---l" .. , :-.,.
.. . I % I
� 9. THE CONTRACTOR SHALL COMPLY WITH THE EPA STORM WATER . : ." .. I m :
., . -1 �.- T/P=26 . 1�.
- : I.. . . .1 : :
m DISCHARGE PROGRAM AND IS RESPONSIBLE FOR PREPARATION AND 1. : "'.. . . 1". - �E . .. : : .
I . ., . : I
I -1 - / .. I ; -
0 X .,*..
C) FILING OF ANY REQUIRED FORMS. A NOTICE OF INTENT SHALL BE FILED � . .."... . :
2 ;1 �-.1. ... - - ...... .. . .......... .. ..... � . . ...... -- - - - -
/
12,31,
_...."
,
. ...... � ..................... ....
,
,
, ,
..,
\_� ,
__ 1/�; --,7
,
,
-
r _....", .. -
.
WITH TCEQ PRIOR TO BEGINNING CONSTRUCTION. I � I... ., .:.
I �'`. T/P=269.66 ,� �
` I : .
I ; '. . k
00 .
. � I
0 10. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A STABILIZED
: :
m : t i �
?I CE FOR ALL CONSTRUCTION TRAFFIC. : : I, I � "I'. i � -`' . I, ; I � � :
0
e ; \ ; �
I I .. .. : .......
I % .. �. . .... � ... � ............
I : . :
I : � : : . : :
. 11. ALL WORK SHALL COMPLY WITH CITY OF COLLEGE STATION STANDARDS. .. ..'..
- / ;
' 11
1<
-I
I N c
'ORS
-439
;000
I �
;
i i
I !
&
MCCM ARCHITECTS,
111�111111
I
INC.
4101 GREENBRIAR, SUITE 3,
1
0
HOUSTON, TEXAS 77098
98
T 713-523-6070 F 713-526-6070
www.mccmarchitects.com
-
r
� 1 1
..Mqj W�
JONES&CAR
ER,
ENGINEERS-PLANNERS-SURVE1
Board of Professional Engineers Registra
Briarcrest Drive, Ste. 160, Bryan, Texas 77802
Ion No. I
;
(979)731-I
i
I
I
�
li
,%--`-�'-Xxx THIS SE IL
11
WAS
.:.:�.,��_,OF TE�Xllj AUTHORIZED
,
-;:5��.------. 'I's, it
* ,
0 .. . I STEVE E.
11 BY
DUNCAN,
* .. . .. * 11 P.E. 83252
00* .-
0-1 .• * '. * OON 03/0
/2011
�O • STEVE E. DUNCAN •�O
A............................ 00
. 00
�� 1 832 2 * 00
0 -,0 - 'fir I ,p ..
, 1�) 00
?# 0A, .. /C
I * . -
I I - - -
k
�
ISSUE DATE
11
30% C.D. REVIEW 09/(1:1/10
60% C.D. REVIEW 10/
-
� 5/10
90% C.D. REVIEW 12/!5/10
�
1
1
P&D REVIEW 01/124/11
FOR PERMIT 03/
-
6/11
� V
;
L.
Cca
L
U)
2 cu
-1-a - X
I,*- a)
:
I :
c
(L)
c) .,
() <Y- c
W 0
< cu
:
1rl
0 (n
I qqT
C) _j
cu =� < (D
: co
L : r"
0) cn ry Of 0)
Ap%o%
uj 0 Z
C
m
X
�_
(-)
wry (42
i zc)-
E u)_
m -.P C
C (3) 2E Lu 0
0
I �il
w
-1--i
(1d
c
I= < rj
C) L. 0
C. 0
� �U)
(1)
L_ 0)
(O
Q. 't 't
(1) V_
4_j C:) .
E
�e a
(L)
0 -
(/) C:) P'... ..r
< ..;I- I-
I
MCCM PROJECT NO: i
I �
� 0-026
DRAWING NAME: I
GRADING
,
PLAN
i � 1� ; �
THESE DOCUMENTS ARE THE PROPERTY OF MCCM ARCHITECTNC
GREENBRIAR, SUITE 300, HOUSTON, TEXAS AND ARE TO BE L SE
PROJECT ONLY. ANY REUSE WITHOUT WRITTEN APPROVAL OFCCM
�
4101
, P 4 FO�,THIS
ARCHITECTS, INC. IS PROHIBITED.
SHEET:
cl . 1
1
,
-I
I N c
'ORS
-439
;000
UTILITY PLAN NOTES:
XN 1. THE CONTRACTOR SHALL INSTALL THE PROPOSED PRIVATE UTILITY J
LINES IN ACCORDANCE WITH LOCAL CODES, LATEST NATIONAL
PLUMBING CODE AND ALL APPLICABLE STATE AND LOCAL LAWS. OTHER
PRIVATE OR PUBLIC UTILITIES SHALL BE INSTALLED IN ACCORDANCE SCB r2 J
WITH THE UTILITY COMPANY'S SPECIFICATIONS. SHOULD THESE \ �'� l T /
60
DRAWINGS AND SPECIFICATIONS DIFFER WITH OTHER UTILITY COMPANY \
SPECIFICATIONS, THE STRICTER OF THE TWO SHALL APPLY.�� a / - -
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR ` z �� SCB
\ c�
AND OBTAIN ALL REQUIRED PERMITS AND COORDINATE INSPECTIONS
FOR THE ACCEPTANCE OF ALL WORK SHOWN.
3. THE CONTRACTOR SHALL COORDINATE ALL INSTALLATIONS OF SERVICE SCB a
CONDUIT, /G
LINES, METERS, ETC, WITH THE APPROPRIATE UTILITY C �`
/ /
COMPANY. G� \\,\�� J{ a
4. CONTRACTOR SHALL REFERENCE M.E.P. DRAWINGS FOR EXACT LOCATION I \ 9 �9 P\\ / /�t
AND ROUTING OF UNDERGROUND UTILITY CONNECTIONS AND CONDUIT \\ \ I B IVI A G� J� Gta 0' 20' 40'
TO THE PROPOSED BUILDING. ,\
5. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF EXISTING FL PVC
UTILITIES TO WHICH TIE-INS WILL BE MADE PRIOR TO CONSTRUCTION.
NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES FOUND IN THE
FIELD. PIPE !� GF EX BIBS �� =_
\ �' ��
272.05 INFIELD EXISTING UNDERGROUND (BCE A/
/ / ° I,
` 6. THE CONTRACTOR SHALL TAKE CONSIDERABLE CARE WHILE PERFORMINGJ� S �„-,/
DEMOLITION OR EXCAVATION WORK ON THIS PROJECT. THE EXISTING \ ^ CON C. FIELD 1 SCB
UNDERGROUND UTILITY LINES ARE SHOWN IN AN APPROXIMATE WAY `} \
ONLY. THEIR EXACT LOCATION AND DEPTHS ARE UNKNOWN. THE
CONTRACTOR IS RESPONSIBLE TO FIELD LOCATE AND TO REPAIR AND
RECONNECT ANY UTILITY LINE DAMAGED DURING DEMOLITION AND/OR — �/ EX NTAI JF EASTUND GROUND ELECTRIC
CONSTRUCTION, REGARDLESS OF WHETHER IT WAS SHOWN IN THESE .l / / I /
PLANS OR NOT.
EX FOUNTAIN , �
7. EACH SCOREKEEPER'S STAND RECEIVES A LOW VOLTAGE 120V POWER J r C� , S C Ba / I / / /
SUPPLY FROM THE EXISTING BUILDING. THE CONTRACTOR SHALL .�
RECONNECT EACH SCOREKEEPER'S STAND TO THE PROPOSED BUILDING, „ �EX VBIBB 'APROVIDE CONDUIT & RE -CONNECT ALL JF 60 I
AS DIRECTED BY THE M.E.P. FL PVC, G �� G� SCORE -KEEPER STANDS WITH 120V POWER \�/ 0 J� / �� I
EXISTING CONCRETE
8. THE SCOREBOARD IN EACH FIELD RECEIVES A POWER SUPPLY AND A PIPE G I `� SUPPLY FROM PROPOSED BUILDING. EX BIBS i``a �� JF DRAINAGE CHANNEL
LOW VOLTAGE COMMUNICATION SUPPLY FOR OPERATION. THE ROUTING' COORDINATE ROUTE & SIZE WITH M.E.P. TYP / AND DEPTH OF THESE ELECTRIC LINES ARE UNKNOWN. CONTRACTOR,1 271,94
/ 'PROVIDE CONDUIT /
RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO THESE LINES. EX FOUNTAIN - S --'FOR FRANCHISE UTILITIES f ��
A (PER MEP)
12. THE EXISTING IRRIGATION SYSTEM IS NOT SHOWN, VER, THE \ / MVV S e J� /J' �� ^ 99
CENTRAL SOFTBALL FIELDS IRRIGATION PLAN FROM 1999 IS 'OCLUDED c 1 J
AS AN APPENDIX TO THE TECHNICAL SPECIFICATIONS FOR f'EFERENCE �
ONLY. THIS DRAWING CANNOT BE RELIED ON AS ANAS-B "-1'LT, BUT IS
TO MAKE THE CONTRACTOR AWARE OF THE PRESE E OF THE \ / /� PROPOSED TRANSFORMER
IRRIGATION SYSTEM. �� '--'__ LP c�a z \ , �(P\ER MEP) J� �,�
13. CONTRACTOR IS RESPONSIBLE TO REPAIR ANY DAMAG D UTILITY TO 2 �� a /O — SCB
EQUAL OR BETTER THAN PRE -CONSTRUCTION CONDITIO . C �� /� w�' 2W O ��4-2" PVC C /
/ OND61TS �
O W �`�OR ELECTRICAL L P
14. PRIVATE WATER AND SEWER LINES TO HAVE BEDDING `AND BACKFILLING 2W /
PER CITY OF COLLEGE STATION STANDARDS�'� - W
' /� #�VICE (ff/R MEP) SCB �
iv �l f
INFIELD COORDINATE LOCATION & ROUTING �; 2 `��
-`-��--�"-� ( � WARNING: IRRIGATION &ELECTRIC LINES
FIELD 2 OF WATERLINE WALL PENETRATIONS N'\GF m + ARE SCATTERED THROUGHOUT THE SITE AT
FOR FIRE ROOM WITH MEP \ 2� �� UNKNOWN DEPTHS & LOCATIONS.
CONTRACTOR IS RESPONSIBLE TO
a
IMMEDIATELY REPAIR DAMAGE TO ANY EX
\-�="� W UTILITY DUE TO CONSTRUCTION ACTIVITIES!!
2" PVC SCH 40 WATER EX BIBB �i ��� E
SERVICE LINE / � � , � � i-, �ul
(36" MIN COVER) "EX �' E J ti� ` - FOUNTAIN w '
-
T 3" PVC SCH 40 WATER � / 7 `- t ,\
13" -.
SERVICE LINE _ � 3 , ' �� � � � O� � REPLACE &RECONNECT A�6 . .
(36" MIN COVER) �. , O <y %, � WI N WATER FOUNTAINS & HOSE 16 S
O o A �/ PER EP1-01 WITH ISOLATION
RECONNECT TO _ � 1 �� / '� � �� ��
SHUT-OFF VALVE (TYP) 8 TOTAL
- EX WATER �a / 3
_I N ,5y� �� PROVIDE CONDUIT FOR ELECTRIC
EX BIBB ,y \ p\� J SERVICE (PER MEP) _
c"
� 1�EX FOGNT IN
EC�TREXISTING UNDERGROUND
2" PVC SCH 40 WATER W
�� SERVICE LINE
END, TYP. �� /\ (36" MIN COVER) W
yy_/� 7f ?'� �' m/ INFIELD
EXISTING 3" / �� / i " CONNECT PROPOSED 4SANITA r LL 4
K
WATER SERVICE �ti �� _2 7 _ �, RY
A �� \ '� PROPOSED
(COORDINATE THISSEWER SERVICE TOWORK WITH MEP)SE TRAP
' C _ N
s �°
TREE PROTECTION BARRICADE, TYP3 ,� o 4" SCH 40 PVC
(SEE LANDSCAPE PLAN) Q ?i,� �� SANITARY SEWER LINE
BAK % \�� L P �s s�, `z ® 1.00% MIN SLOPE
3" CONNECT PROPOSED 4" PVC SANITARY SEWER
6" D.I. 'yamLINE TO EXISTING 4" VCP SANITARY SEWER LINE
BEND, TYP. Lp HELM WITH 2 -WAY C/O IN CONCRETE METER BOX
0.ADJUST ALIGNMENT IN F/LN266.74' (FIELD VERIFY) -"
N
%� 15 �� THE FIELD TO AVOID
41 . '
� / POLE FOUNDATION
OAK OA C
RE -CONNECT EX
PA ILLION ELECTRIC SERVICE �✓ 2
TO PROPOSED BUILDING SERVICE. ADJUST WATERLINE ALIGNMENT IN O A
„ � CgGi DINATE THIS WORK WITH MEP JI EX FOUNTAIN THE FIELD TO AVOID LIGHT POLE S� INSTALL REMOT _ DC WITH
� 34" FOUNDATION, 0 WS \
C��/ C \ RISER (PER MEP) .
PROPOSED GREASE TRAP AND \
OAKSCB EX BIBB PROTECT TREE
W ' J '�\ \ / LP FIRE SERVICE LINE \
/ / 6" AWWA C900 CL200 PVC
\
3 EX FOUNTAIN
'\ 3 �\ SCB (48" MIN COVER) i s EXISTING 4"
\ /
c V" / / /''�' / INFIELD C I LEGEND
SANITARY SEWER TO REMAIN SCB SPRINKLER CONTROL BOX
FIELD 3 WV WATER VALVE
l3 4 AWWA C900 CL200 PVC / too \ WM WATER METER
0 / C� c 40 DRY FDC WATERLINE WMV WATER METER VAULT
r 4 36" MIN COVER / / FH FIRE HYDRANT
0 �\�� Z� ( ) 6� 57 � TPD TELEPHONE PEDESTAL
i �✓ / //" 31 " // �P PP POWER POLE
S �\ / / �� LP LIGHT POLE
�� SAW CUT, REMOVE AND 6 / / 0 ��ss �j SSMH SANITARY SEWER MANHOLE
/ / /� CO SANITARY CLEAN OUT
_ REPLACE CONCRETE / / C� S� �j WS WATER SPIGOT
\
271 6 9 s EM ELECTRIC METER
o
/ / // �/ / C \ \ /Jj/ s ET ELECTRIC TRANSFORMER
o s / / w \ CTV CABLE TELEVISION
1 —OHE— OVERHEAD ELECTRIC LINES
6" PUBLIC WATERLINE 0 / \ �\ �� Is, �� —SS— SANITARY SEWER LINE
\ / AWWA C900 CLASS 200 PVC y1/" / �� C O I\I C . \\ —UE— UNDERGROUND ELECTRIC LINES
SEE SHEET C2.1 FOR DETAILS 6 / �i) l S \ —T— UNDERGROUND TELEPHONE LINES
—CTV— CABLE TELEVISION
6�/. SCQ� \ \ % —2W— 2 INCH UNDERGROUND WATERLINE
--- \
—3W— 3 INCH UNDERGROUND WATERLINE
1 �6y1 „ \ SIGN \ S3//
—4W— 4 INCH UNDERGROUND WATERLINE
o n acv W \ \ 6W 6 INCH UNDERGROUND WATERLINE
\ \1 ..... W . _ .... / \
—SS — UNDERGROUND SANITARY SEWER LINE
MCCM ARCHITECTS, INC.
4101 GREENBRIAR, SUITE 300
HOUSTON, TEXAS 77098
T 713-523-6070 F 713-526-6070
www. mccmarchitectsmm
j.
J 0 N ES & CA RTE R,INC.
ENGINEERS•PLANNERS•SURVEYORS
Texas Board of Professional Engineers Registration No. F-439
1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000
\ THIS SEAL WAS
�F TeigSi�, AUTHORIZED BY
STEVE E. DUNCAN,
P.E. 83252
ON 03/03/2011
00 STEVE E. DUNCAN w
��I o 83252000
�' O. •moi
ISSUE DATE
30% C.D. REVIEW 09/01/10
60% C.D. REVIEW 10/15/10
90% C.D. REVIEW 12/15/10
P&D REVIEW 01/24/11
FOR PERMIT 03/03/11
. a 1 1
THESE DOCUMENTS ARE THE PROPERTY OF MCCM ARCHITECTS, INC., 41Di
GREENBRIAR, SUITE 300, HOUSTON, TEXAS AND ARE TO BE USED FOR THIS
PROJECT ONLY. ANY REUSE WITHOUT WRITTEN APPROVAL OF MCCM
ARCHITECTS, INC. IS PROHIBITED.
SHEET:
Cl
■
^^cu
1�
cn
X
a)
�
U
~
0
>1
F-
a.
�
O
L
00
0�
13�
0
ti
W 4-aO
F-(1)
z
cu
.
�
W
p
X
U
WI-
(�
'}-
O
I—
O
�
�
a)
to
O
Q
U
L
a)
4)
CL
o
N
o0
a)
EU)O
-
Q
�.
d-
-c
I-
O
�-
O
c)
MCCM PROJECT NO:
10-026
. a 1 1
THESE DOCUMENTS ARE THE PROPERTY OF MCCM ARCHITECTS, INC., 41Di
GREENBRIAR, SUITE 300, HOUSTON, TEXAS AND ARE TO BE USED FOR THIS
PROJECT ONLY. ANY REUSE WITHOUT WRITTEN APPROVAL OF MCCM
ARCHITECTS, INC. IS PROHIBITED.
SHEET:
Cl
■
a
0
y
U
0
U
Y
O
a
U
U
WATERLINE NOTES:
1. THE 2009 B/CS UNIFIED TECHNICAL SPECIFICATIONS AND STANDARD
DETAILS FOR WATER CONSTRUCTION SHALL GOVERN THIS PROJECT FOR ALL
PUBLIC WATERLINE IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO PERFORM ALL TESTS CONTAINED THEREIN. THE
CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR
CONFLICTS WITH THESE PLANS AND THE LATEST B/CS UNIFIED
SPECIFICATIONS AND DETAILS.
2. THE CONTRACTOR SHALL COORDINATE ALL CONNECTIONS TO PUBLIC
SYSTEMS AND INSTALLATIONS WITH THE REGULATORY INSPECTOR.
3. CONTRACTOR TO DETERMINE THE LOCATIONS OF BORE PITS IN THE FIELD,
SUBJECT TO INSPECTOR'S APPROVAL.
4. THE CONTRACTOR SHALL CONTACT & COORDINATE WITH GERALD GUILLORY
(979-764-3444) PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY
WITHIN THE BALL FIELD.
5. CONTRACTOR IS RESPONSIBLE TO REPAIR ANY DAMAGED UTILITY TO EQUAL
OR BETTER THAN PRE—CONSTRUCTION CONDITION.
12. THE EXISTING IRRIGATION SYSTEM IS NOT SHOWN, HOWEVER, THE CENTRAL
SOFTBALL FIELDS IRRIGATION PLAN FROM 1999 IS INCLUDED AS AN
APPENDIX TO THE TECHNICAL SPECIFICATIONS FOR REFERENCE ONLY. THIS
DRAWING CANNOT BE RELIED ON AS AN AS—BUILT, BUT IS TO MAKE THE
CONTRACTOR AWARE OF THE PRESENCE OF THE IRRIGATION SYSTEM.
w
Lo
STA 0+00 REMOVE & SALVAGE EX F.H.
TIE INTO EX WATER LINE WITH: I
1-6"X6" D.I. TEE o \ I
1—STANDARD FH ASSEMBLY WITH \ I \
LEAD, GATE VALVE & BOX
RETURN SALVAGED FH TO CoCS UTILITES \
EX. 6" WATERLINE I
� f
0+0/0 0+25 0t 0+T, 5 �1+
,,I/ .. — b�I — w— W — �.' — W ����� � r � 6W 6
EX VALVE
TO REMAIN
RECREATION DRIVE �
\. ___I c�
I c�
I U
BLOCK SOD DISTURBED AREAS
IN GRASS WITH COMMON BERMUDA
100/LF OF 6" AWWA C900 CL200
PVC WATERLINE BY BORE
i
S\
U E
f - UE
6" WATERLINE, AWWA C900
CLASS 200 PVC WITH DETECTOR
TAPE & TRACER WIRE IN TRENCH
(48" MIN—GOVERN \
FIELD
UE UE
EXISTING
PAVILLION
C,a
Z
3n 3
�� cc
o \I\
SEE UTILITY PLAN
STA. 4+07.00
1-6x6 DI TEE
1—STANDARD F.H. ASSEMBLY WITH LEAD, GATE
VALVE & BOX
1—ISOLATION GATE VALVE WITH
AMPRO USE, LL562 LOCKABLE LID OR
EQUIVALENT APPROVED BY CITY
BACKFILL TRENCH IN INFIELD WITH
CoCS PARKS APPROVED GRAVEL/CLAY
MIXTURE WITH INFIELD CONDITIONER
-��\ . / //\ ..
W
W
W
/ \ \ � / / �r / / ,rye ��. �� � \ /
\ \ / / .\ / / 'V \ /
270 i
"BLOCK SOD DISTURBED AREAS
IN GRASS WITH COMMON BERMUDA
WARNING: IRRIGATION & ELECTRIC LINES
ARE SCATTERED THROUGHOUT THE SITE AT
UNKNOWN DEPTHS & LOCATIONS.
CONTRACTOR IS RESPONSIBLE TO
IMMEDIATELY REPAIR DAMAGE TO ANY EX
UTILITY DUE TO CONSTRUCTION ACTIVITIES!!
-11 NEW
noun
� I
011
I
I U)
�n
/ c
3 O �n 3n��
J �
< I N
I3 N REMOTE FDC
/ co \ a SEE UTILITY PLAN
L
20'
40'
4"A"
E
L? C1.2) ..
cn
HAND TUNNEL UNDER ,.v
� FENCE, NSP
I
.. (+
•'••
C0
i * ; ' * �j
j * _ * �/
r
LLJ
i
c
�• 83252 j
/CENs
17
0,�-- .�
.
ZD
l� i A
C7
I
30% C.D. REVIEW
09/01/10
60% C.D. REVIEW
D
90% C.D. REVIEW
12/15/10
P&D REVIEW
01/24/11
FOR PERMIT
03/03/11
W
/
X
�
UE
L
c� UE
U
O
U
V/ UE
UE
UE
U UE E
W
0p
F—
L
-�
U
w
c/)
O
Cly
U
._.
J
�
�
SCB
SPRINKLER CONTROL BOX
WV
WATER VALVE
I
Lu
—
WM
WATER METER
W
U
c)
WMV
WATER METER VAULT
Lu
4—
cu
FH
FIRE HYDRANT
0
I
EX UNDERGROUND
TPD
TELEPHONE PEDESTAL
274
ELECTRIC LINE
o`
Pp
POWER
RLIGHTP POE E
\ c:)r`
Qv-
f—
0 0
'c- U
Li
SSMH
SANITARY SEWER MANHOLE
D
DRAWING NAME:
CO
SANITARY CLEAN OUT
PLAN &
PROFILE
WS
WATER SPIGOT
Lu
EM
ELECTRIC METER
ET
ELECTRIC TRANSFORMER
CTV
CABLE TELEVISION
I
273
—OHE—
OVERHEAD ELECTRIC LINES
I
—SS—
SANITARY SEWER LINE
—UE—
UNDERGROUND ELECTRIC LINES
Lij
—T—
UNDERGROUND TELEPHONE LINES
I
—CTV—
CABLE TELEVISION
2W —
2 INCH UNDERGROUND WATERLINE
I—
w
—
3W —
3 INCH UNDERGROUND WATERLINE
—
4W —
4 INCH UNDERGROUND WATERLINE
I
—
6W —
6 INCH UNDERGROUND WATERLINE
—
SS —
UNDERGROUND SANITARY SEWER LINE
w
Lo
STA 0+00 REMOVE & SALVAGE EX F.H.
TIE INTO EX WATER LINE WITH: I
1-6"X6" D.I. TEE o \ I
1—STANDARD FH ASSEMBLY WITH \ I \
LEAD, GATE VALVE & BOX
RETURN SALVAGED FH TO CoCS UTILITES \
EX. 6" WATERLINE I
� f
0+0/0 0+25 0t 0+T, 5 �1+
,,I/ .. — b�I — w— W — �.' — W ����� � r � 6W 6
EX VALVE
TO REMAIN
RECREATION DRIVE �
\. ___I c�
I c�
I U
BLOCK SOD DISTURBED AREAS
IN GRASS WITH COMMON BERMUDA
100/LF OF 6" AWWA C900 CL200
PVC WATERLINE BY BORE
i
S\
U E
f - UE
6" WATERLINE, AWWA C900
CLASS 200 PVC WITH DETECTOR
TAPE & TRACER WIRE IN TRENCH
(48" MIN—GOVERN \
FIELD
UE UE
EXISTING
PAVILLION
C,a
Z
3n 3
�� cc
o \I\
SEE UTILITY PLAN
STA. 4+07.00
1-6x6 DI TEE
1—STANDARD F.H. ASSEMBLY WITH LEAD, GATE
VALVE & BOX
1—ISOLATION GATE VALVE WITH
AMPRO USE, LL562 LOCKABLE LID OR
EQUIVALENT APPROVED BY CITY
BACKFILL TRENCH IN INFIELD WITH
CoCS PARKS APPROVED GRAVEL/CLAY
MIXTURE WITH INFIELD CONDITIONER
-��\ . / //\ ..
W
W
W
/ \ \ � / / �r / / ,rye ��. �� � \ /
\ \ / / .\ / / 'V \ /
270 i
"BLOCK SOD DISTURBED AREAS
IN GRASS WITH COMMON BERMUDA
WARNING: IRRIGATION & ELECTRIC LINES
ARE SCATTERED THROUGHOUT THE SITE AT
UNKNOWN DEPTHS & LOCATIONS.
CONTRACTOR IS RESPONSIBLE TO
IMMEDIATELY REPAIR DAMAGE TO ANY EX
UTILITY DUE TO CONSTRUCTION ACTIVITIES!!
-11 NEW
noun
� I
011
I
I U)
�n
/ c
3 O �n 3n��
J �
< I N
I3 N REMOTE FDC
/ co \ a SEE UTILITY PLAN
L
20'
40'
4"A"
E
L? C1.2) ..
cn
HAND TUNNEL UNDER ,.v
� FENCE, NSP
ME
274
I
.. (+
•'••
C0
i * ; ' * �j
j * _ * �/
r
STEVE E. DUNCAN
i�..................... ...
i
c
�• 83252 j
/CENs
cii
0,�-- .�
.
l� i A
C7
I
30% C.D. REVIEW
09/01/10
60% C.D. REVIEW
D
90% C.D. REVIEW
12/15/10
ME
274
THIS SEAL WAS
AUTHORIZED BY
.. (+
•'••
STEVE E. DUNCAN,
i * ; ' * �j
j * _ * �/
P.E. 83252
ON 03/03/2011
STEVE E. DUNCAN
i�..................... ...
�• 83252 j
/CENs
0,�-- .�
.
l� i A
ISSUE
DATE
30% C.D. REVIEW
09/01/10
60% C.D. REVIEW
10/15/10
90% C.D. REVIEW
12/15/10
P&D REVIEW
01/24/11
FOR PERMIT
03/03/11
�
X
�
F
U
0p
F—
L
-�
U
c/)
O
Cly
U
._.
J
�
�
oho
�
N
m
-C/)
O
F-
z
—
X
b
W
U
c)
4—
cu
0
Oc:)
(.
274
�CL
o`
�o0
\ c:)r`
Qv-
f—
0 0
'c- U
MCCM PROJECT NO:
10-026
DRAWING NAME:
PUBLIC -WATERLINE
PLAN &
PROFILE
THESE DOCUMENTS ARE THE PROPERTY OF MCCM ARCHITECTS, INC., 4101
GREENBRIAR, SUITE 300, HOUSTON, TEXAS AND ARE TO BE USED FOR THIS
PROJECT ONLY. ANY REUSE WITHOUT WRITTEN APPROVAL OF MCCM
ARCHITECTS, INC. IS PROHIBITED.
SHEET:
273
273
272Cl
Z
uj
272
271
z
ui
EX
NATURAL
GROUND
271
270
--_,
CENTRAL
PARK
__1
--
�---
--
_
----
LANE
(
�
�
_
--
_
---_
---
__
—
0
270
_
269
'--
OF »
ww
269
PVC #TERLINE
BY B
RE
w
268
0
268
I —
267
z
267
NB
UN
C
d
U
KNOWN
DEPTH
266
266
265
EX
6 WATERLINE
26
I
264GIN—
TI
B
ESD_ _
(
264
ST
0+25
STA 1
25
-263
263
262
262
261
1
261
0+00
0+50
1+50
2+00
2+50
3+00
3+50
4+00
MCCM ARCHITECTS, INC.
4101 GREENBRIAR, SUITE 300
HOUSTON, TEXAS 77098
T 713-523-6070 F 713-526-6070
www.mccmarchitects.com
kbk
flr JONES&CARTER, INC.
ENGINEERS• PLANNERS- SURVEYORS
Texas Board of Professional Engineers Registration No. F-439
1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000
-XX'XX\
OF TEigsl
THIS SEAL WAS
AUTHORIZED BY
.. (+
•'••
STEVE E. DUNCAN,
i * ; ' * �j
j * _ * �/
P.E. 83252
ON 03/03/2011
STEVE E. DUNCAN
i�..................... ...
�• 83252 j
/CENs
0,�-- .�
.
l� i A
ISSUE
DATE
30% C.D. REVIEW
09/01/10
60% C.D. REVIEW
10/15/10
90% C.D. REVIEW
12/15/10
P&D REVIEW
01/24/11
FOR PERMIT
03/03/11
CIO
cu
m
L. _F_j
�
X
�
F
U
0p
F—
L
-�
U
c/)
O
Cly
U
._.
J
�
�
oho
�
N
m
-C/)
O
F-
z
—
X
b
W
U
c)
4—
cu
0
Oc:)
(.
Q
�CL
o`
�o0
\ c:)r`
Qv-
f—
0 0
'c- U
MCCM PROJECT NO:
10-026
DRAWING NAME:
PUBLIC -WATERLINE
PLAN &
PROFILE
THESE DOCUMENTS ARE THE PROPERTY OF MCCM ARCHITECTS, INC., 4101
GREENBRIAR, SUITE 300, HOUSTON, TEXAS AND ARE TO BE USED FOR THIS
PROJECT ONLY. ANY REUSE WITHOUT WRITTEN APPROVAL OF MCCM
ARCHITECTS, INC. IS PROHIBITED.
SHEET:
ADJUST EXISTING
HORIZONTAL RUNNER
& CHAINLINK FOR
PROPOSED CURB
EXISTING POST TO REMAIN
EXISTING H(
,;:..
.. ..
RUNNER
T0
CANOPY SUPPORT
POLE TO REMAIN
[fill ON imy m k"I I to]
EXISTING BACKSTOP
CHAIN LINK FENCE
' HORIZONTAL RUNNER TO REMAIN
PROPOSED LOCATION OF
HORIZONTAL RUNNER
v
O
CURB AT BACKSTOHAVE
0 1 EMOLIS ED PERNDEMOLI IONSPLAN.URCONTRACTOREN
TO REMOVE CONCRETE C6RB UNDER BACKSTOP
L
N.T.S. FENCE PRIOR TO POURING NEW PAVEMENT & CURB
2. PROTECT EXISTING FENCE POSTS WHILE EXCAVATING
co & FORMING 12° DEEP FOOTING.
co
MCCM ARCHITECTS, INC.
4101 GREENBRIAR, SUITE 300
HOUSTON, TEXAS 77098
T 713-523-6070 F 713-526-60X70
www.mccmarchitects.com
Jr JONES&CARTER, INC.
� ENGINEERS•PLANNERS• URVEYORS
Texas Board of Professional Engineers Registration No. F-
439
1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 Iil(979) 731-8000
\ THIS SE,,L.
��P(E OF TFxgslt, AUTHORIZED
WAS
BY
1 STEVE E.
• ••.• P.E. 83252
DUNCAN,
;
00 1t ; ; * �0 ON 03/03/2011
/...........................�
/ STEVE E. DUNCAN /
/.......................� .. j
��,,,��,• C 83252 O • i00,
o'�s c
N ...
GATE
ISSUE
II
30% C.D. REVIEW 09/31/10
I
60% C.D. REVIEW 10/15/10
90% C.D. REVIEW 12/
5/10
P&D REVIEW 01/24/11
FOR PERMIT 03/03/11
THESE DOCUMENTS ARE THE PROPERTY OF MCCM ARCHITECTS, INC., 4101
GREENBRIAR, SUITE 300, HOUSTON, TEXAS AND ARE TO BE Li SED FORTHIS
PROJECT ONLY. ANY REUSE WITHOUT WRITTEN APPROVAL(�F MCCM
ARCHITECTS, INC. IS PROHIBITED. 1
SHEET.
C3.1
Barricade Detail
Ak
Kes
14JR,
LANDSCAPING POINT CALCULATIONS
NAME
POINT
SYMBOL
SIZE
TYPE
QUANTITY
VALUE
POINT
FOR PERMIT 03/611
UVE OAKTIM
4
500
2,000
1\
0014cus
VIMMA
Q4N1D"TM*
Cu
\v,
Cu
UVC 01kKW4Z
5
40
200
A",
(OAVI=
VIPAMA
Vol
BARRICADE FOR INDICATED TREE5 TO BE CONSTRUCTED %AATH 48 HIGH ORANGE
PLA5TIC CON5TRUCTION NETTING AND 5ECURED TO 5TEEL T-PO5T. BARRICADE TO
BE PLACED IN A CIRCLE AROUND INDICATED TREES A RADIAL D15TANCE Of 1 0
CALIPER OF TREE. BARRICADE MU5T BE IN PLACE PRIOR TO ANY DEVELOPMENT
ACTIVITY A5 WELL A5 THOUGHOUT THE CON5TRUCTION PROCE55.
5TREMCAPE:
(24' / 50) X 300 FT5 = 144
(24'/ 25) = I CANOPY TREE
POINT5 PER, PROJECT AREA:
51.806 5QUARE FEET OF 51TE AREA
51.806 / 1000 = 51.81
51.806 / 30 = 172G.9 = 1727 POINTS
TOTAL POINT5 REQUIRED: 1.871 TOTAL POINT5 PROP05ED: 2.200
1; i 44�9— I I J.Tfl Le. -- , 411k1101117 T .0'r -NI
FINEIGRADE AND BLOCK SOD WITH
COMMON BERMUDA SOD, TYP.
PHASE BOUNDARY
(51,806 SF)
. .
TREE PROTECTION BARRICADE U, .
(SIM TO DETAIL ON THIS PAGE)
00,
SOD WITH
FINE GRADE AND BLOCK
COMMkN BERMUDA SOD, TYP.
NEW BUILDING
0011'-11
001
%
TREE PROTECTION BARRICADE, TYP
(SEE DETAIL ON THIS PAGE) C W
000-
PAVING, TYP.
43"G 55,
/13#1
ELM
W
15
41"
0-I
k:
OA
AK
\N
34
OAK
01�11
` \
lmwni-k"u,
31"
OAK %
b
k
4001**
or- - -
D
k
k
k
% KEEP EXISTING GRASS, BLOCK
SOD ALL DISTURBED AREAS WITH gge'N
PHASE BOUNDARY (51,806 SF I
44E. x
COMMON BERMUDA SOD, TYP.
REFERENCE C-2.1 FINE �,:ooie
GRADE AND BLOCK SOD' WITH
COMMON BERMUDA SOD.
EXISTING CONCRETE
DRAINAGE CI -
10, 1
, "UD 4
LOT
A
[CCM ARC=CTS,
4101 GREENBRI SUITE
HOUSTON, TEXAS 77
T 713-523-6070 F 713-526-f
www.moomarchfteft.com
0
FOR PERMIT 03/611
Cu
Cu
121 -
Cu
F-
-i
Cu
X
(D Z.)
&F -
E Lu
C0
>
11
.0
cc
CL
co
W
CD
E
=5
MCCIVI PROJECT NO:
DRAWING NAME:
Sf%A MD
L
PLAN
SHEET:
Ll mO
VICINITY MAP
N.T.S.
O\i
EXISTING 1 1/2" IRRIGATION
WATER METER (ALONG KRENEK TAP)
,
�0
�yG
;/ t/ /�✓�JJ \ G
SCB
i SC
\
\��,U TBM ' A
FL 6" PVC �\
f PIPE
272.05
u� � � j..• FL 6° PVC - � GI
PIPE
' 271.94 WS \
CII
cry
\P\\ \ \\
��� cry
rT
\ \
PEA GRAVEL BAGS FORSI'N �," oy���� \ �' \\ - -
6- /EROSION CONTROL
MCCM ARCHITECTS, INC.
4101 GREENBRIAR, SUITE 300
X01HOUSTON, TEXAS 77098
40' 80'
INFIELD / ��>/ y / T 713-523-6070 F 713-526-6070
r. < l / \
w
FIELD 1 (a' ,SCB / / \ G_ WW.mccmarchitects.com
t J j�
/ LP c
'`'
PHASE BOUNDARY / � SCB
(51,806 SF
57
/ ws ��Gv EXISTING CONCRETE {, ��
I r
CITY SITE PLAN NOTES: ,/ \ �/ `� TBM � r\f F DRAINAGE CHANNEL
1. CITY OF COLLEGE STATION, BRAZOS COUNTY, TEXAS. �P �' P/ C, / 40, \�.> / >�vj [F \
GZ' \ `
2. ZONED R-1, K0. E / '\ �� ' Q' t� F � / I C G\
// \ \�.� / ; \ \ JONES&CARTER,. NC.
3. ACCORDING TO COMMUNITY PANEL NO. 48041CO163C OF THE FEDERAL /s\ u �/ SCS (2) U`✓/ �CB S Jr
INFIELD ENGINEERS•PLANNERS•SURVEYORS
EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAPS f FIELD
G� E21\ �\ \ Texas Board of Professional Engineers Registration No. F-439
FOR BRAZOS COUNTY, TEXAS AND UNINCORPORATED AREAS, EFFECTIVE
DATE FEBRUARY 9, 2000, THE SUBJECT TRACT IS SITUATED WITHIN:
3 1716 Bdarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000
ZONE "X'; DEFINED AS AREAS DETERMINED TO BE OUTSIDE THE LLJLLJ
' / , m \
500 -YEAR FLOOD PLAIN. -5 / d G ds
4. ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE ' '/` E / ✓ / �� \
SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM I \ �/
WATER / 3 ..� , � � \ %`; `a WIN Cl' m \ \ ����\
ANY PUBLIC RIGHT OF WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF ww FOUNTAIN / / �� y ��' c , % _ �y OA �., THIS SEAL WAS
THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. �� \ / L�4 / y \ - C-p�E OF TF. k5N II AUTHORIZED BY
SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING /\ 3 �r REPLACE EX BUILDING WITH � \ I STEVE E. DUNCAN,
252
ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. ' / / / I `a i ' N '� 2,600 SF SINGLE STORY \ * * /� P.E. 83/2
\ / \ \ , * * ON 03/03/2011
//��2 .yy1_ 1i C, �� BUILDING ..
5. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF �
�� / 5: f / / 1 I ., I / STEVE E. DUNCAN /
SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT J _ / a/ / ,�:_ �' _ o �• •• ; •�
-�. HCl r' INFIELD Z 83252 j
N OPAQUE HOUSING AND NO / �, 3 a / o
SOURCE SHALL NOT PROJECT BELOW A 0 Q / ; %� 2 FIELD ,
FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. . FIXTURES _ TREE PROTECTION BARRICADE, TYP / �� , AK / 271
WILL BE MOUNTED IN SUCH A MEANS THAT THE PROJECTED CONE OF �� (SEE LANDSCAPE PLAN) / / v s� f alt s A
LIGHT DOES NOT CROSS THE PROPERTY LINE. S'� \
/ / / /L10 43" \ P �' X0111
6. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE AK o/ � _ \\
ROCK (NOT LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING / a' B ��-\-�
LOT ISLANDS SWALES AND DRAINAGE AREAS, THE PARKING LOT / �� - " - - 'x\13PP ISSUE DATE
SETBACK, RIGHT OF WAY, AND ADJACENT PROPERTY DISTURBED DURING ���� Al / L - ELM \_ \
CONSTRUCTION. \�� / / /, OTE �W1" )) / 15" ` ''� / � � �'•� ,� - IJ \� o
/ oAK 6 cB / REMFDC i \ e7 -- 30% C.D. REVIEW 09/01/10
7. THIS SITE IS LOCATED IN AN AREA OF THE BEE CREEK WATERSHED �\ / OAK 2 .F / (� 0
THAT HAS BEEN DETERMINED TO NOT REQUIRE DETENTION PER THE \ <
B CS UNIFIED STORM WATER DESIGN GUIDELINES. �, / /EX
o ��SCV S� \
B/
_ \�� i �� oaKC" ®_ /� �`` / / TO REMAIN ♦� `'' \ 60% C.D. REVIEW 10/15/10
8. FIRE FLOW FOR 2,600 SF TYPE V -B-1,500 GPM FROM 1 FIRE �� �� SCr SCB \\ 4%FIRE HYDRANT ASSEMBLY o
/J / �q
HYDRANT. 7\ � LP L' S , �s"\ r y^
9. ALL FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE �� SCB �SC� \ s ��` \ �i 90% C.D. REVIEW 12/15/10
CITY'S ISOLATION VALVE. THE LOCKABLE LID SHALL, AT A MINIMUM, \�� / INFIELD : \ / \\ 26,
SUPPLY THE EQUIVALENT PROTECTION AS THE AMPRO USA, LL562 1>1267
/
rx S \ FIELD ISOLATION VALVE
LOCKING LID. ALTERNATE LOCKABLE LIDS SHALL BE APPROVED BY THE y 2�� 267 --o P&D REVIEW 01/24/11
��
COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE. \� �� i � -r � P31 "T ♦ L
10. THE CONTRACTOR SHALL COMPLY WITH THE TPDES STORM WATER v>� / l / //� ♦ s� ��HCAP ACCESSIBLE ROUTE `/ I \ FOR PERMIT 03/03/11
DISCHARGE PROGRAM AND IS RESPONSIBLE FOR PREPARATION AND / / / 27\ r / / / ♦ 2� /// \ \
FILING OF THE STORM WATER POLLUTION PREVENTION PLAN, NOI, NOT,
AND ANY OTHER REQUIRED FORMS, ETC. \ / ��6y, / / \7\
SIC
11. A LAMINATED SIGNED COPY OF THE CONSTRUCTION SITE NOTICE SHALL �— / / �j / A \ REMOVE EX �_
BE POSTED ON THE SITE WHERE IT IS READILY AVAILABLE FOR VIEWING J_ J� GI/� c��J'; REMOVE �Af�O YEL�4 PAINT?
BY THE GENERAL PUBLIC. '- - •..... _ . H C SIGN �y ti \\ � = ,
w — w w w .�� `/ 6" PUBLIC WATERLINE / / / \ j / / /a` FROM CURB D FAC . SAINT
12. THE CONTRACTOR SHALL PROVIDE ADEQUATE - TEMPORARY EROSION _ W / AWWA C900 CLASS 200 PVC /y>►// ♦ , \ % \, PROPOSED PARKING S AND\
CONTROL DEVICES TO PREVENT EROSION ON THE PROJECT SITE OR \ S / 6 / \ LP SSMH HAN ICAP SYMBOLS AS SNO
MIGRATION OF SILT FROM THE SITE UNTIL PERMANENT STABILIZATION IS \- ® \ SEE SHEET C2.1 FOR DETAILS / / �/ �♦ ' SS RIM=267.31
\ / �o — PHASE BOUNDARY ♦ NW 4" VCP=263.66'
ACHIEVED. INSTALL DEVICES TO MINIMIZE RUNOFF WATER FROM \ \��
CIRCUMVENTING THE CONTROLS. EROSION CONTROL MEASURES SHALL `�� SB J� �� / 6� //2 (51,806 SF) \ SLP ♦ �� \ sw 4" vcP=263.61' ` \�
�\. n
BE ADJUSTED TO HANDLE INCREASED OR CONCENTRATED FLOWS , � �\` a.. f � / •� ♦ s J li
CREATED BY VARIOUS STAGES OF DEMOLITION OR CONSTRUCTION. \,•-�� / �\ \ / / \ S
13. THE MEASURES SHOWN ON THE DRAWINGS AND DESCRIBED ON THESE �, BICYCLE RACK \
NOTES SHALL BE CONSIDERED MINIMUM REQUIREMENTS FOR PURPOSES / / 6� / \'
OF EROSION CONTROL. ALTERNATE METHODS OF EROSION CONTROL �'� " --_ / / '2 ♦ O\ \�
MAY BE ALLOWED WITH PRIOR APPROVAL. BEST MANAGEMENT\v��� `//// �� \ ♦ (� �- OE
PRACTICES SHALL BE FOLLOWED. ��\ �\ /// / ^ ♦ SCB (2) =
14. INSTALL EROSION CONTROL MEASURES BEFORE DISTURBING THE SITE. -�/ \ j// n ' SCB (2)
` CE / / `
15. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A STABILIZED EXIT !y NTRAL p /
FOR ALL CONSTRUCTION TRAFFIC. �� 4 -
TOP --�_. ARKLN \5�.\\ /,`/ / ! SCS ♦�\
�'� wv -'-269.95' EXISTING 1 1 2" DOMESTIC -� �� \ \\ / 0�/`/ sce vW
TOP OF Wv` vv / �, .01
/ REMOVE EX
PIPE ti� 1 1 i 2 WATER METER \ \� ' \
270.09'-- -� C DO/M \. \ \\ / H/C SIGN
�"/B WATER \/� \ / J\ ♦♦ i
� v METER
TOP OF WM V?
1`1
'2 PIPE 7I
270.46'_0\\'.000,
T TOP OF� 4„ /
12'-0" PIPE \ OAK
0 270.59' .. GL\� /�:� 0
CLEAR \
i s. _ EXISTING FIRE � `
t ti
ZONECID
;6
r 9TH HYDRANT
3
w o I I . 4'-6" (TYP) o " MN
N I \ N� �\��►J � �(� ` _ °; i \
I
a I � ujI
I I
I I
N I TYPICAL BIKE I
I TUBING I
= I ---------------------------I
0
o_
0
U
MOUNT TO CONCRETE
ACE W/4 -GALVANIZED
- U
U
00
00
0
PRIME & PAINT RACK
BLACK IN COLOR
CITY STANDARD
BIKE RACK DETAIL
.9"4 STEEL TUBING
6'X3" STEEL PLATE
WELDED TO RACK
WATER
DEMAND
MINIMUM
0
GPM
MAXIMUM
68
GPM
AVERAGE
7
GPM
SEWER
DEMAND
MAXIMUM
1,842
GPDOv
EX BALLARDS fil
ZA\
1FSIEd�'
SQUARE HANDICAP SYMBOL ON,
B UE BACKGROUND, TYP`q� TOTAL)\
267
EX
y HANDICAP SIGN WITH VAN
ACCESSIBLE PLAQUE
(R7-8), TYPP(6 OT;k�)�\'
EXISTING -
PARKING LOT
\ Ct3 cu
4-a
REO
MAIN L '
\ r �
Q cu
O Nt
Nt
O --i 00
,iE ED FOR -,.a oF•- a)O PLIANCE E � z x
• U W O N
Al R 42011 W
U O ~
E
C E ./ y_ � =O'
LLEGE�.1ST ION 0
NG1NER.1 G (V \
/ O ; �� c:(n
E Q O Q U �-
Cfl
PROPOSED H/C STRIPING & 100N• O N
SIGNAGE TO PROVIDE 6 H/C0
C:) p
PARKING SPACES & PEDESTRIAN ISLE
E MCCM PROJECT NO: 10-026
Cr -�.T
r
PEA AVEC BAGS FOR = '� i!
DRAWING NAME:
EROSION CONTROL ,,--' � 0REQt1tREi�
o +11► CITY SITE PLAN
a +3! &EROSION
0 44CONTROL PLAN
NOT RF ,, ftc?E!)
(' THESE DOCUMENTS ARE THE PROPERTY OF MCCM ARCHITECTS, INC., 4101
"�"-"•`�"-"' - GREENBRIAR, SUITE 300, HOUSTON, TEXAS AND ARE TO BE USED FOR THIS
PROJECT ONLY. ANY REUSE VNATHOUT WRITTEN APPROVAL OF MCCM
ARCHITECTS, INC. IS PROHIBITED.
E V E
WE r -O
SHEET:
COMPLIANCE
APR 0 4 2011
COL&O JAI ION
e .
PLAT FILED:
SCB17RINKLER
CONTROL BOX
WATER
L
PARKING ANAYSIS :
WV '
VALVE
W�V
WATER METER
EXISTING:
�WMV
WATER METER VAULT
j FH
FIRE HYDRANT
REGULAR SPACES .......................
164
TPD
TELEPHONE PEDESTAL
PP
POWER POLE
HANDICAP SPACES (NON -CONFORMING) .......
2
LP
LIGHT POLE
SSMH
SANITARY SEWER MANHOLE
TOTAL ................................
166
CO
SANITARY CLEAN OUT
WS
WATER SPIGOT
HANDICAP PARKING REQUIREMENTS:
EM
ELECTRIC METER
ET
ELECTRIC TRANSFORMER
TOTAL PROPOSED SPACES ................
170
CTV
CABLE TELEVISION
-OHE-
OVERHEAD ELECTRIC LINES
REQUIRED HANDICAP SPACES (151-200) . . .
. . 6
—SS—
SANITARY SEWER LINE
—UE—
UNDERGROUND ELECTRIC LINES
REQUIRED VAN ACCESSIBLE (1 PER 8) . ...
.. 1
—T—
UNDERGROUND TELEPHONE LINES
-CTV-
CABLE TELEVISION
PROPOSED:
-2W -
2 INCH UNDERGROUND WATERLINE
-3W -
3 INCH UNDERGROUND WATERLINE
REGULAR SPACES . ...... ... ... ... ... ... .
164
-4W-
4 INCH UNDERGROUND WATERLINE
VAN ACCESSIBLE HANDICAP SPACES...
6
-6W-
6 INCH UNDERGROUND WATERLINE
... ...
- SS -
UNDERGROUND SANITARY SEWER LINE
TOTAL PROPOSED . .. .... ... ... .
170
n
TREE PROTECTION BARRICADE
. .. ... ...
- - -
TREE PROTECTION BARRICADE
- - - -
HANDICAP ACCESSIBLE ROUTE
SQUARE HANDICAP SYMBOL ON,
B UE BACKGROUND, TYP`q� TOTAL)\
267
EX
y HANDICAP SIGN WITH VAN
ACCESSIBLE PLAQUE
(R7-8), TYPP(6 OT;k�)�\'
EXISTING -
PARKING LOT
\ Ct3 cu
4-a
REO
MAIN L '
\ r �
Q cu
O Nt
Nt
O --i 00
,iE ED FOR -,.a oF•- a)O PLIANCE E � z x
• U W O N
Al R 42011 W
U O ~
E
C E ./ y_ � =O'
LLEGE�.1ST ION 0
NG1NER.1 G (V \
/ O ; �� c:(n
E Q O Q U �-
Cfl
PROPOSED H/C STRIPING & 100N• O N
SIGNAGE TO PROVIDE 6 H/C0
C:) p
PARKING SPACES & PEDESTRIAN ISLE
E MCCM PROJECT NO: 10-026
Cr -�.T
r
PEA AVEC BAGS FOR = '� i!
DRAWING NAME:
EROSION CONTROL ,,--' � 0REQt1tREi�
o +11► CITY SITE PLAN
a +3! &EROSION
0 44CONTROL PLAN
NOT RF ,, ftc?E!)
(' THESE DOCUMENTS ARE THE PROPERTY OF MCCM ARCHITECTS, INC., 4101
"�"-"•`�"-"' - GREENBRIAR, SUITE 300, HOUSTON, TEXAS AND ARE TO BE USED FOR THIS
PROJECT ONLY. ANY REUSE VNATHOUT WRITTEN APPROVAL OF MCCM
ARCHITECTS, INC. IS PROHIBITED.
E V E
WE r -O
SHEET:
COMPLIANCE
APR 0 4 2011
COL&O JAI ION
e .
PLAT FILED:
0
HELU 1 MCCM ARCHITECTS, INC.
4101 , SUITE 300
0 HOUSTON, NBRIAREXAS 77098
SAW CUT & REMOVE ��° ��° T 713-523-6070 F 713-526-6070
EXISTING CURB TO PROVIDE Off' ♦ '�' Www.mccmarchitects.com
4' WIDE OPENING Os o' 10' 20'
T/C=272.30 � 9
T/P=272.30 MATCH PROPOSED F/L=271.75
PAVEMENT TO EXISTING
PAVEMENT ELEVATION 0
T/P=271.02' T
3.00• T/P=271.80' \ 0 ` T/P-271.00
T/P=272.20 T/C=272.30% O / ° T/P=270.98 T/P=270.90'
T/P=272.30 EXIT/C 2.30 6' o \ T/C=271.71
N JONES&CARTER,INC.
T/P=270.93
•• y � T/P=271.92' ' ,--�
�_v ��•;� (-' ♦ O / T/P-27190' 41.
ENGINEERS•PLANNERS•SURVEYORS
r_
•o N10 X6�`', MATCH PROPOSED `-� Texas Board of Professional Engineers Registration No. F-439
SHAPE TO DEAN- GR46f BREAK / _ \ PAVEMENT TO EXISTING 1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000
�- ♦'
272
�• ♦ �� PAVEMENT ELEVATION
2� 2�'' - `` `I' ♦ •\ T/P=271.84
- T/P=271.89 - T P=271.80 - �) 0 •'•.• ` O, O) T/P=270.85
T/P-271.50 T/P=272.00' f •'•./\ Sy ������
1 �, / •. ° �� \\� THIS SEAL WAS
T ♦ I •.• �� OF TFC, 1� AUTHORIZED BY
\ /�_ T/P=271.65 �Sg �� N �� o \ O T/P=271.50 �° ,�! M r� 5�P''•• ''•�s 11�, STEVE E. DUNCAN,
/ ♦ ° I c�i ( \ \ h71
.� : • ••. / P.E. 83252
/ L / ---` �- ♦ ��• o • N �° �� T/P=270.82 it : : k �j ON 03/03/2011
� n 4j ` �.•.•.......................�
T/P=271.80 U- � "� -'•• T/P=271.75' 2 �/ T/P=271.45' /\ I .....STEVE E. DUNCAN.....�
/ I I N` i i
T P=271.83 T/P=272.00 ♦ t .4' T P=271.88. ° T/P=270.�0 t •, 83252 �
2.48 X2.25% \••� ' . .. __ / -o00
/ �
O
o •• •• '.•.. 7g ♦ 0 til IoxF- �C N .' c-'�
T/P=271.10 �\ r
P=271.41 • • T P=271.79'
N T/P-271.80 T/ ( ` 1.5% I u ' ' T/P=271.875' ��h�° T/P=271.62 ' EX FENCE TO REMAIN ISSUE DATE
T/P=271.75 I
if 0T/C=271.83 T/P=271.74 SHAPE TO DRAIN T/P=271.875' ` 30% C.D. REVIEW 09/01/10
EXISTING PAVILION �- ❑� � � 1.45 T�•P 71 45
T/P=271.58 T/P=271.58 FF= 271.83 0 . / / -
T/C=271.83 ' vl ♦ FT/P=2'
P-272.00 ' cn T/P=271.80' T/P= 7). 2' / ( / 60% C.D. REVIEW 10/15/10
�I ❑❑❑❑❑ o ❑EjEj❑❑❑❑ FF=272.00
1 c,: / - FF=272.00' n
T/P=271.51 T P=271.80 T/P=271.45 Lj Sg °2 T/P=271.32 _ s? 90% C.D. REVIEW 1
FF=272.00 N �/ �� N o 2/15/10
} O ` � 9y N f
1 ! ° P&D REVIEW 01/24/11
_ - 1 GRADE BREAK 1.5% _ _ - 0000
\ _ / - T/P=271.12 ' EX CONC. SWALE
i'� TO REMAIN
T'
-+► T/P=272.00 -�� o FOR PERMIT 03/03/11
T/P=27`170 2.0 0 T/P=2.80'T/P=271. II I
P_271.71 06) T/P�='2
70.5/0'
ry^�
T/P=269.60'_ T/P=270.00
T/P=271.43 0 T/(=271.77
T/C=271.78
T/P=271.43
C � --/ T/P=269.38
t° O "**2:.57o.
MATCH PROPOSED O ♦ �y T P=271.63 T/P=271.12 , ro
T/P=270.50'CIO
- PAVEMENT TO EXISTING 0`/ - GRADE BRE�C ,! ` -
PAVEMENT ELEVATION T/C=271.78 /, � / T/P=271.71 T/P 271.71
\♦ ,/ 100000 0000,\
=271.30 �✓� � o / I I i (1)T/Pb / 4000' `V M
` T/P=270.75' 1000'T/P=270.00' ♦J �
SEE CURB T/�P=270.55_
ENDING DETAIL, TYPE/ '� ` � �
oq
06� 0 �� / T/P=270.60' T/P=270.60' W V
/ /// 271.5 T/P=271.66 I r, Q c
SEE CURB AT V
BACKSTOP DETAIL
EX CANOPY POLES
TO REMAIN, TYP ❑
FIELD - - - ,` SEE CURB AT BACKSTOP DETAIL
GRADING PLAN NOTES: ♦ �,
M 1. ALL ELEVATIONS ARE TOP -OF -CURB OR TOP -OF -PAVEMENT. UNLESS / - T/P=270.96 7 0�
T P=271.00
0° OTHERWISE NOTED, T/P=TOP-OF-PAVEMENT, F/L=FLOW LINE AND T/C=271.78
T/C=TOP OF CURB.
T/P=270.99
N 2. THE CONTRACTOR SHALL COMPLETE ALL EXCAVATION ACTIVITIES TO THE
LINES AND GRADES SHOWN BY THIS PLAN. UNIFORM SMOOTH GRADING
OF ALL AREAS SHALL BE ACCOMPLISHED. THE FINISHED SURFACE SHALL
BE REASONABLY SMOOTH AND FREE FROM IRREGULAR.
T/C=271.78 T/P=271.001 FIELD I
a
3 3. THE CONTRACTOR SHALL FIELD ADJUST THE PROPOSED LOCATION AND T/C=272.16
° ROUTING OF SURFACE DRAINAGE SWALES TO MINIMIZE CUT AND FILL N _
ACTIVITIES AROUND EXISTING TREES AND LANDSCAPING. o
°
w4. CONTRACTOR TO CONSULT WITH CERTIFIED ARBORIST TO ENSURE �.
PROPER CARE OF EXISTING TREES DURING CONSTRUCTION.
V' 5. THE CONTRACTOR SHALL MAKE EVERY REASONABLE EFFORT TO PROTECT
U)000, AND CURB ENDING DETAIL, TYP
AND PRESERVE EXISTING TREES THAT ARE LOCATED WITHIN DESIGNATED Ate, /-. x'•••270.5
WORK AREAS. ANY TREE TRIMMING WORK SHALL BE COORDINATED WITH
THE CITY OF COLLEGE STATION PRIOR TO COMMENCING.
T/P=270.42 �---
6. THE TOTAL AREA OF THE SITE SHALL HAVE EXISTING VEGETATION AND \
o TOPSOIL REMOVED AND STORED ON-SITE FOR LATER USE IN PROVIDING O T „
� FINAL COVER. T/P=270.4iJ
CL 7. UPON COMPLETION OF FINAL GRADE, THE CONTRACTOR SHALL PROVIDE
o SEEDING AND FERTILIZER FOR ALL DISTURBED AREAS. THE CONTRACTOR 0T/C=272.16'
SHALL BE RESPONSIBLE FOR ALL EROSION AND REPLANTING UNTIL A
COVERED STAND IS OBTAINED.
cnN
8. ALL HANDICAP PARKING AREAS SHALL HAVE A 2% (1:50) MAX SLOPE IN J '
o ALL DIRECTIONS, ACCESSIBLE ROUTES SHALL HAVE A 5% (1:20) ANY
1 MAXIMUM RUNNING SLOPE AND A 2% (1:50) MAXIMUM CROSS SLOPE. MATCH PROPOSED
o HANDICAP RAMP CONSTRUCTED SHALL BE IN CONFORMANCE WITH CITY /PAVEMENT TO EXISTING
OF COLLEGE STATION STANDARDS.
PAVEMENT ELEVATION
a 9. THE CONTRACTOR SHALL COMPLY WITH THE EPA STORM WATER /T/P=2 .68
DISCHARGE PROGRAM AND IS RESPONSIBLE FOR PREPARATION AND
FILING OF ANY REQUIRED FORMS. A NOTICE OF INTENT SHALL BE FILED ,�
WITH TCEQ PRIOR TO BEGINNING CONSTRUCTION.00
00 T#=269'156
10. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A STABILIZED k
m CONSTRUCTION ENTRANCE FOR ALL CONSTRUCTION TRAFFIC.
03
N11. ALL WORK SHALL COMPLY WITH CITY OF COLLEGE STATION STANDARDS.
V
T/P=269.85' k T/P=269.75 (/ _y_ O
>* +�
.c nco
a o
MATCH PROPOSEVU)
PAVEMENT TO EXISTING
PAVEMENT ELEVATION
V_V,
i
w
m
CFF CURB ENDING DETAIL, TYP
O
0)1<
T/C=272.30'
T/P=271.31'
�
i
c:O
T/P=271.40'
_
p
T/P=271.29'
T/C=271.71
Y
T/C=272.30'
FIELD 2
MATCH PROPOSED
T/P=271.21'
PAVEMENT TO EXISTING
c:n�
T/C=271.71
cc W
Q
SEE CURB AT BACKSTOP DETAIL --- .,..
PAVEMENT ELEVATION
u
SEE CURB AT BACKSTOP DETAIL
HELU 1 MCCM ARCHITECTS, INC.
4101 , SUITE 300
0 HOUSTON, NBRIAREXAS 77098
SAW CUT & REMOVE ��° ��° T 713-523-6070 F 713-526-6070
EXISTING CURB TO PROVIDE Off' ♦ '�' Www.mccmarchitects.com
4' WIDE OPENING Os o' 10' 20'
T/C=272.30 � 9
T/P=272.30 MATCH PROPOSED F/L=271.75
PAVEMENT TO EXISTING
PAVEMENT ELEVATION 0
T/P=271.02' T
3.00• T/P=271.80' \ 0 ` T/P-271.00
T/P=272.20 T/C=272.30% O / ° T/P=270.98 T/P=270.90'
T/P=272.30 EXIT/C 2.30 6' o \ T/C=271.71
N JONES&CARTER,INC.
T/P=270.93
•• y � T/P=271.92' ' ,--�
�_v ��•;� (-' ♦ O / T/P-27190' 41.
ENGINEERS•PLANNERS•SURVEYORS
r_
•o N10 X6�`', MATCH PROPOSED `-� Texas Board of Professional Engineers Registration No. F-439
SHAPE TO DEAN- GR46f BREAK / _ \ PAVEMENT TO EXISTING 1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000
�- ♦'
272
�• ♦ �� PAVEMENT ELEVATION
2� 2�'' - `` `I' ♦ •\ T/P=271.84
- T/P=271.89 - T P=271.80 - �) 0 •'•.• ` O, O) T/P=270.85
T/P-271.50 T/P=272.00' f •'•./\ Sy ������
1 �, / •. ° �� \\� THIS SEAL WAS
T ♦ I •.• �� OF TFC, 1� AUTHORIZED BY
\ /�_ T/P=271.65 �Sg �� N �� o \ O T/P=271.50 �° ,�! M r� 5�P''•• ''•�s 11�, STEVE E. DUNCAN,
/ ♦ ° I c�i ( \ \ h71
.� : • ••. / P.E. 83252
/ L / ---` �- ♦ ��• o • N �° �� T/P=270.82 it : : k �j ON 03/03/2011
� n 4j ` �.•.•.......................�
T/P=271.80 U- � "� -'•• T/P=271.75' 2 �/ T/P=271.45' /\ I .....STEVE E. DUNCAN.....�
/ I I N` i i
T P=271.83 T/P=272.00 ♦ t .4' T P=271.88. ° T/P=270.�0 t •, 83252 �
2.48 X2.25% \••� ' . .. __ / -o00
/ �
O
o •• •• '.•.. 7g ♦ 0 til IoxF- �C N .' c-'�
T/P=271.10 �\ r
P=271.41 • • T P=271.79'
N T/P-271.80 T/ ( ` 1.5% I u ' ' T/P=271.875' ��h�° T/P=271.62 ' EX FENCE TO REMAIN ISSUE DATE
T/P=271.75 I
if 0T/C=271.83 T/P=271.74 SHAPE TO DRAIN T/P=271.875' ` 30% C.D. REVIEW 09/01/10
EXISTING PAVILION �- ❑� � � 1.45 T�•P 71 45
T/P=271.58 T/P=271.58 FF= 271.83 0 . / / -
T/C=271.83 ' vl ♦ FT/P=2'
P-272.00 ' cn T/P=271.80' T/P= 7). 2' / ( / 60% C.D. REVIEW 10/15/10
�I ❑❑❑❑❑ o ❑EjEj❑❑❑❑ FF=272.00
1 c,: / - FF=272.00' n
T/P=271.51 T P=271.80 T/P=271.45 Lj Sg °2 T/P=271.32 _ s? 90% C.D. REVIEW 1
FF=272.00 N �/ �� N o 2/15/10
} O ` � 9y N f
1 ! ° P&D REVIEW 01/24/11
_ - 1 GRADE BREAK 1.5% _ _ - 0000
\ _ / - T/P=271.12 ' EX CONC. SWALE
i'� TO REMAIN
T'
-+► T/P=272.00 -�� o FOR PERMIT 03/03/11
T/P=27`170 2.0 0 T/P=2.80'T/P=271. II I
P_271.71 06) T/P�='2
70.5/0'
ry^�
T/P=269.60'_ T/P=270.00
T/P=271.43 0 T/(=271.77
T/C=271.78
T/P=271.43
C � --/ T/P=269.38
t° O "**2:.57o.
MATCH PROPOSED O ♦ �y T P=271.63 T/P=271.12 , ro
T/P=270.50'CIO
- PAVEMENT TO EXISTING 0`/ - GRADE BRE�C ,! ` -
PAVEMENT ELEVATION T/C=271.78 /, � / T/P=271.71 T/P 271.71
\♦ ,/ 100000 0000,\
=271.30 �✓� � o / I I i (1)T/Pb / 4000' `V M
` T/P=270.75' 1000'T/P=270.00' ♦J �
SEE CURB T/�P=270.55_
ENDING DETAIL, TYPE/ '� ` � �
oq
06� 0 �� / T/P=270.60' T/P=270.60' W V
/ /// 271.5 T/P=271.66 I r, Q c
SEE CURB AT V
BACKSTOP DETAIL
EX CANOPY POLES
TO REMAIN, TYP ❑
FIELD - - - ,` SEE CURB AT BACKSTOP DETAIL
GRADING PLAN NOTES: ♦ �,
M 1. ALL ELEVATIONS ARE TOP -OF -CURB OR TOP -OF -PAVEMENT. UNLESS / - T/P=270.96 7 0�
T P=271.00
0° OTHERWISE NOTED, T/P=TOP-OF-PAVEMENT, F/L=FLOW LINE AND T/C=271.78
T/C=TOP OF CURB.
T/P=270.99
N 2. THE CONTRACTOR SHALL COMPLETE ALL EXCAVATION ACTIVITIES TO THE
LINES AND GRADES SHOWN BY THIS PLAN. UNIFORM SMOOTH GRADING
OF ALL AREAS SHALL BE ACCOMPLISHED. THE FINISHED SURFACE SHALL
BE REASONABLY SMOOTH AND FREE FROM IRREGULAR.
T/C=271.78 T/P=271.001 FIELD I
a
3 3. THE CONTRACTOR SHALL FIELD ADJUST THE PROPOSED LOCATION AND T/C=272.16
° ROUTING OF SURFACE DRAINAGE SWALES TO MINIMIZE CUT AND FILL N _
ACTIVITIES AROUND EXISTING TREES AND LANDSCAPING. o
°
w4. CONTRACTOR TO CONSULT WITH CERTIFIED ARBORIST TO ENSURE �.
PROPER CARE OF EXISTING TREES DURING CONSTRUCTION.
V' 5. THE CONTRACTOR SHALL MAKE EVERY REASONABLE EFFORT TO PROTECT
U)000, AND CURB ENDING DETAIL, TYP
AND PRESERVE EXISTING TREES THAT ARE LOCATED WITHIN DESIGNATED Ate, /-. x'•••270.5
WORK AREAS. ANY TREE TRIMMING WORK SHALL BE COORDINATED WITH
THE CITY OF COLLEGE STATION PRIOR TO COMMENCING.
T/P=270.42 �---
6. THE TOTAL AREA OF THE SITE SHALL HAVE EXISTING VEGETATION AND \
o TOPSOIL REMOVED AND STORED ON-SITE FOR LATER USE IN PROVIDING O T „
� FINAL COVER. T/P=270.4iJ
CL 7. UPON COMPLETION OF FINAL GRADE, THE CONTRACTOR SHALL PROVIDE
o SEEDING AND FERTILIZER FOR ALL DISTURBED AREAS. THE CONTRACTOR 0T/C=272.16'
SHALL BE RESPONSIBLE FOR ALL EROSION AND REPLANTING UNTIL A
COVERED STAND IS OBTAINED.
cnN
8. ALL HANDICAP PARKING AREAS SHALL HAVE A 2% (1:50) MAX SLOPE IN J '
o ALL DIRECTIONS, ACCESSIBLE ROUTES SHALL HAVE A 5% (1:20) ANY
1 MAXIMUM RUNNING SLOPE AND A 2% (1:50) MAXIMUM CROSS SLOPE. MATCH PROPOSED
o HANDICAP RAMP CONSTRUCTED SHALL BE IN CONFORMANCE WITH CITY /PAVEMENT TO EXISTING
OF COLLEGE STATION STANDARDS.
PAVEMENT ELEVATION
a 9. THE CONTRACTOR SHALL COMPLY WITH THE EPA STORM WATER /T/P=2 .68
DISCHARGE PROGRAM AND IS RESPONSIBLE FOR PREPARATION AND
FILING OF ANY REQUIRED FORMS. A NOTICE OF INTENT SHALL BE FILED ,�
WITH TCEQ PRIOR TO BEGINNING CONSTRUCTION.00
00 T#=269'156
10. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A STABILIZED k
m CONSTRUCTION ENTRANCE FOR ALL CONSTRUCTION TRAFFIC.
03
N11. ALL WORK SHALL COMPLY WITH CITY OF COLLEGE STATION STANDARDS.
V
T/P=269.85' k T/P=269.75 (/ _y_ O
>* +�
.c nco
a o
MATCH PROPOSEVU)
PAVEMENT TO EXISTING
PAVEMENT ELEVATION
V_V,
■
w
m
(n
O
0)1<
•
i
c:O
Z
I- W
CU
_
p
X
Y
C)
c:n�
E
cc W
Q
cu
�
'V
c:
O
._
u
G Of
t.G.
/1
0
CD
c:
coti
ti
r�n�
Q�,
-
�
Q
Q
r
V
-
MCCM PROJECT NO:
10-026
RE
CoPLIAN
Fd A
E
DRAWING NAME:
l�
W 0 4 2011
GRADING
LOLL
ilAT104
PLAN
EN
SNEERING
THESE DOCUMENTS ARE THE PROPERTY OF MCCM ARCHITECTS, INC.,
GREENBRIAR, SUITE 300, HOUSTON, TEXAS AND ARE TO BE USED FOR
4101
THIS
PROJECT ONLY. ANY REUSE WITHOUT WRITTEN
ARCHITECTS, INC. IS PROHIBITED.
■
j
SHEET:
r.
•
i
i
PROJECT ONLY. ANY REUSE WITHOUT WRITTEN
ARCHITECTS, INC. IS PROHIBITED.
APPROVAL OF MCCM
j
SHEET:
cl i ■