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NOTES:
VARIES
1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES.
O 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH, EXPANSION JOINTS F- 2% MAX.
JOINTS @ 4' O.C. 6-- • _'
@ 40' 0,C -CONTRACTION •.. — ,� -
3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY INLET BOX, CURB, JUNCTION BOX, ETC.)
FM 158 WITH #3 x 12" BARS @ 12" O.C. OR #4 x 12" BARS @ 18" O.C. ''' SEE NOTE 4
4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS
DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE 0-4% WET OF THE OPTIMUM MOISTURE CONTENT
5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. #3 BARS @ 12" O. C.E.W. . TREDAY CONCRETE
SITE LOCATION #4 BARS @ 18' O. C.E. W. STRENGTH= 3000 psi
(E THICK MIN,)
STq��
SEE FINISH NOTE
N/C
30
P
CITY STANDARD CONCRETE SIDEWAY
0 30' 60'
CO
AID 9 TjON
/
i
co
40
VICINITY MAP ,7,q
N.T.S. � l/ R/
330.16
TP Set
30
k0 OFA iq k
0.00
COQ., / A!' ' \jUY��SP`t IRC / �i'lT� Nq/�. ��\\ q�T�� �q /V��
,ny
`w�`FqV/N 87, p/FS� `�F
'1 ITY SITE PLAN NOTES:
� y � o �r �. A
1. CITY OF COLLEGE STATION, MARIA KEGANS LEAGUE, A-28 BRAZOS
COUNTY, TEXAS.
� � r\ � �,
�
�� CALC-c / >p EX. JICiN� ec
i ��^o42'54
I
ZONED A-0
\
EXISTING ASPHALT PARKING
�/BEN��3 �\
ACCORDING TO THE FLOOD INSURANCE
/ T w\,
EXISTING SIDEWALK \�
EXISTING BUILDINGS
)
RATE MAP COMPILED BY THE
FEDERAL EMERGENCY MANAGEMENT AGENCY FOR THE NATIONAL FLOOD
'
INSURANCE PROGRAM, COMMUNITY PANEL N0. 48041C0161 C, BRAZOS
COUNTY, TEXAS DATED JULY 2, 1992, IT APPEARS THAT NO PORTION
OF THE CAPTIONED PROPERTY FALLS WITHIN THE 100 YEAR FLOOD
1 EX CS H�'DRAN�1 '\
���
HAZARD BOUNDARY.
�� FIRE •�% � \'u c�lr3,.
BUILDING SETBACKS: 50 FRONT & REAR, 20' SIDE, & 15' SIDE STREET.
o _ / I EX WIXSON FIRE HYDRANT
���
I
ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE
SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM
°� ���\1 /
ANY PUBLIC RIGHT OF WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF
G//
THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE.
OP�G��P /�
�
SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING
ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE.
� Q � h =, p �,' ��� \.• < '� \ �, -� —>
STRIPE ONE 9' HCA �,P Fc;;' \ ��>>�' EEo s sA c vim, �,, \—z•,��_ ! �,,
/ EXISTING CONCRETE SIDEWALK« /� ON v
,;
6. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF
SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT
I
�' ' . / !° /""" !, TC c
PARKING SPACE AND f, q, ; ' \� /p ' ' v<<r °�!'yo �;v (21
SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO
oma, /' r
' �� ; ' r' Ch o V ; ,� q o 0�✓ , n J fi�
8 AISLE ON EXISTING PAVEMENT / �\\ YE5 ,•' F� /c o n �• y Conc Iva*7 OYER , o 'irk—'!�
','HCAP SIGN WIT VAN Q � ✓cy �\ � � �%t; :. `' S ,�. �
G
iA CESSIBLE PLAQU��'TY, Ra/�' ��cL 2s o' <!� S s� qRs ., S `�
i
FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES
WILL BE MOUNTED IN SUCH A MEANS THAT THE PROJECTED CONE OF
LIGHT DOES NOT CROSS THE PROPERTY LINE.
Com,=C
/ < i Sn %/ ' �' u'J \ ,ryi11�, `� r,�Y// q �':. �J NO' 4%'.• l,t \,.
EXISTING WATER METER / _�,/ �T `� ~
'— y� / \850 oyF
:` / \ w°''sTT"`c �\ ; gyp'
7. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE
ROCK NOT LOOSE), OR A PERENNIAL
, \
qtr,46
EXISTING TRANSFORMER / / �0�; `` % !!�<F,C�'s�c --- �.� ! ?1 o
2 j ✓ / y`c
��.
GRASS IS REQUIRED IN PARKING
LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT
SETBACK, RIGHT OF WAY, AND ADJACENT PROPERTY DISTURBED DURING
CITY TO UPGRADE C h�/ "� y - /Fx�sr 's" \ , w
4^ °° OR T' S.t 60D 3 ^ �' �/
IF NECESSARY ' D� T 1 `� IFS � A`� i� sr c s , � � �� j ,% `� 22 2
c� o s' A O.oO
I
8.
CONSTRUCTION.
/ S/C %wri! ,/ o \ Go ? �rLnfRSr✓,z� y / %0 20' 1/?/IRF IP Set IRC
sJ.vrN EXys �'. crjiC /o fi
9.
NO GRADING IS PROPOSED EXCEPT FOR MINOR V
LEVELING
h
s wOrsrnyc ��. / 1j2„ OVN
HAY BALE EROSION CONTROL, D
!
)
STORMWATER DRAINAGE IMPACTS FROM THIS ADDITION ARE
INSIGNIFICANT.
•-'� �/ o F EXISTING PLAYGROUND 116
<) I,— / AREA / '
s lr.. .��
'� `i ✓T r
10.
FIRE FLOW FOR 1500 SF, TYPE V—B = 1,500 GPM FROM 1 HYDRANT
EXTEND PRIVATE WATER FROM EX. SERVICE „ ;' gin! -�` <,a F c !
LINE, 1 1/2" COPPER OR SCH 40 PVC? _ ��' `'`� 2,4 ~� �! LC RETE S6 AL�t cROv D � 2�3 i(wz�L o�; y
��--- .._�_i o'3,ISk
_ 0.00 � V
D �� OL ��L • � G ' 4'q o
TP Set IRC C �r�q ��—� RS Y FeS/ U O " o D q C' SQ I
S LL ��� ti �FZ
°�� \ co s r
' \ RF DF F ��h �/ 0 4 p -Q6
ERF^'0 D
/, �o G '>9 Lr70EX.
he
"pt
CLEAN OUT / ,w ,/ \ \�G E 1;.
�` ° / 00 FO \ \ s\FN �? ' R s C
\
°>� ji s oN �po �� cy4lr✓ PHAS 1—ELECTRIC SERVICE 2g.�• / r
EXTEND PRIVATE SEWER FROM EX. BLDG SERVICES / ��� `Nc�� NOR ry�� �! i✓Er °� y �/
6" SCH 40 PVC SANITARY (MIN 1.0% SLOPE); TYP
i FIELD VERIFY TIE IN ELEVATIONS & GRADES"o�� �I5� r
3 100' MAX C 0 SPACING 0° "vim c o
// A A��OC /I,//,
�V soc
�11 /
// c n^ ///
. � L Cr,LC—CCJt
PHASE LINE
/ !�, h; ;, r � l� EL � r
FROPOSED HCAP RAMP / �'��; '' °`fi \ 4 F �A EL.EVATfON
2 \ ,: ' 1s \ CRS PHASE 1: PROPOSED PORTABLE BUILDING C�, v,v • sFy i Tfi,
/ = 00 p0 NCE ��
CNOACN t'� F' CEM"M
FOR CLASSROOMS,
B E TH E L BAPTIST CHURCH
0.00 ✓ APPROX. 1500 SF . �nR v !!�'c�
j ,c �J
n P Set MAC S'!-flN R \, \ °s �// WITH WATER &'SEWER SERVICE TO 2 RESTR 0%FS °�� `Otic;` iw
;,�Ff / /!'q�'V SOT ry , �, 2. lc / / F✓C�
�� PHASE 2 ELECTRIC SERVICE �> fCc ' ' 1/8 HEIGHT ��sT ! T
9900 STATE HWY 30
COLLEGE STATION, TX 77845
e�,.�TgL y! N13 -7 PLUS FOUNDATION �! S!
Fts LC—COP,\ I/c4.
V U
o D ♦1
Rec� 18s �/sir Q �
LEGAL DESCRIPTION:
2.236 ACRE TRACT OUT OF THE
,
10 MIN SEPARATION / �F,
\� TO
MARIA
KEGANS LEAGUE, A-28 COLLEGE STATION,
/ \ FFlvc� \� \i/�/ \ / �� !� Si�1/ �p Q 4-0
`l
BRAZOS COUNTY, TEXAS
I \ PROPERTY LINE ! `//
/ _ ! \ BUILDIN� LINE ' /z� 4� (,,, S NOT REi�P�Eti
r 2� `
;
f
,. -
PARKING ANALYSIS (7.2.H) .� LA /���3';, __\ , t ✓o _Z� 4
0-
CITY SITE PLAN-
REQUIRED. \ yT 3 <� !�V � Q
NOTHING REQUIRED PER PAC 000 Fsry `�'` �� REVIEWED F
\ cG %� c��fiT �, PLL '�
JONES&CARTER,INC.
J��
MEETING 09/09/2009 ti1R srD/,p a/y ��F ��
LOT ��,� \ ! S!� q0
o, gLo !LL �'
ENGINEERS•PLANNERS•SURVEYORS
Texas Board of Professional Engineers Registration No. F-439
1- 7 PHASE 2: PROPOSED PORTABLE BUILDING �. 2 /' JUL 0 6 2010
\'�,
1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000
IS✓OCS
rw! f` a AC FOR CLASSROOMS APPROX. 1500 SF '0 TP �zt 0'`!'0�
�o ry c �� s NO WATER O,R SEWER SERVICE �'�, s \ ! T�
! COLLEGE
SCALE: AS NOTED DGN, BY:
r \
qb r'0 ' 1 0�
!r< rD h; . ! q 13 -7 1 /8 HEIGHT PLUS FOUNDATION ,� ; 1��,I I j
DATE: AS NOTED DWN. BY:
('
` \ I/OL `�<<EDO SG i.Y !U Fr , .
��` r ,
7' /3SFIrV v�!/1/k
JOB N0. C0080-001 DWG. NO, --
/0 f� Q 220 p� �C
,
's / . / -r r I
HANDICAP PARKING ANALYSIS (TAS) /qrr C r: - �` ! TCN - REVIEWED
SUBMITTED: -- SURV. BY:
THIS
����� TE1�l THIS SEAL WAS
,, (P • OF, 1� AUTHORIZED BY
+_
G'
-
.c ��/ , i
REQUIRED: ` !
\ \/r '
�'`
ii
VAN ACCESSIBLE (1 PER 8) ........... 1 /� i #
WATER DEMAN'
(
• •�',9
,. •. S' �� STEVE E. DUNCAN,
'
.• P.E. 83252
PROPOSED:\ O �
2010 F
JUL 7' -
!
*,j 10
i *.• 11111 ON 07/01/20
GPM
\, i � MINIMUM �
HANDICAP SPACES ................... h MAXIMUM 2
. .............�
� STEVE E. DUNCAN
...............
GPM
! CULLICUL 3 te! iEJN
VAN ACCESSIBLE .................... �`\ /I AVERAGE
1
/ DEVELOPMENT SERVICES '
SEWER DEMA'N
i
83252 Po
�•: : �i
r� o • . !c Ns�, ••
SHEET N0.
GPM
PLAT FILED:
GPD
MAXIMUM 2,800
��~ t
of 1
SITE LOCATION
N
VICINITY MAP
NOTES:
1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES.
2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS
@ 40' O. C., CONTRACTION JOINTS @ 4' O.C.
3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.)
WITH #3 x 12" BARS @ 12" O.C. OR #4 x 12" BARS @ 18" O.C.
4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS
DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE 0-4% WET OF THE OPTIMUM MOISTURE CONTENT
5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK.
VARIES
E - 2% MAX.
SEE NOTE 4
#3 BARS @ 12" O.C.E.W. OR 28—DAY CONCRETE
#4 BARS @ 18" O.C.E.W. STRENGTH= 3000 psi
(4" THICK MIN.)
SEE FINISH NOTE
CITY STANDARD CONCRETE SIDEWALK
O/v
Oj
�o
v
n1
.40
N.T.S. r� ' 1----------- z / Ric h'ic v,-
,
\ 1, 3 J
fl 00
IRC
`o G 7 �;.A
r a0 r T,
CALL Ccrjo�
�I.31
EXISTING ASPHALT PARKING,LIv
' EXISTING SID
�P EX CS FIRE H�DR�4N�T
(j/
STRIPE ONE 9 HCAP EXISTING CONCRETE SIDEWALK
PARKING SPACE AND w, \
-
8 AISLE ON EXISTING PAVEMENT '
,/ HCAP SIGN WITH VAN "` % ;4Vn/ �y
Y
T,°F\
IV, (RIC, 30
wi k F'�r!q
JJ0. 16
IP tie''
EX WIXSON FIRE HYDRANT
1. CITY OF COLLEGE STATION, MARIA KEGANS LEAGUE, A-28 BRAZOS
COUNTY, TEXAS.
2. ZONED A-0
3. ACCORDING TO THE FLOOD INSURANCE RATE MAP COMPILED BY THE
FEDERAL EMERGENCY MANAGEMENT AGENCY FOR THE NATIONAL FLOOD
INSURANCE PROGRAM, COMMUNITY PANEL NO. 48041CO161 C, BRAZOS
COUNTY, TEXAS DATED JULY 2, 1992, IT APPEARS THAT NO PORTION
OF THE CAPTIONED PROPERTY FALLS WITHIN THE 100 YEAR FLOOD
HAZARD BOUNDARY.
4.. BUILDING SETBACKS: 50' FRONT & REAR, 20' SIDE, & 15' SIDE STREET.
5. ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE
SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM
ANY PUBLIC RIGHT OF WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF
THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE.
SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING
ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE.
6. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF
SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT
SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO
FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES
WILL BE MOUNTED IN SUCH A MEANS THAT THE PROJECTED CONE OF
LIGHT DOES NOT CROSS THE PROPERTY LINE.
,ACCESSIBLE PLAQUE, TYI?. / 1, - c C, t v ,, - cyn
`\1: \ 7. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE
EXISTING WATER METER
--- - :,I
. _) ROC
� .fes !r,. > -� \ - - -=----'-.,--=---�,_. _.• - _- -__ ... q
_ v � (_ _ K (NOT, LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING
-----�._'-`--�=,'�= i � ;;t�: ,' �, � - ,� ,: f� t ,/ .,,gip, r / �-._ ,. '��,rr°,=,:� it � LOT^ISLANDS, SWALES�ND DRAINAGE AREA; -THS-P-AF�{41NG LOT':- -
-- ---►.��/r\,, a ?
EXISTING TRANSFORMER I/Ce: z / �j//V!,' c ' �;1 \ c; SETBACK, RIGHT OF WAY, AND ADJACENT PROPERTY DISTURBED DURING
% 1-
% = \ CONSTRUCTION.
CITY TO UPGRADE j u>- i1, ;° ,%' . �r'/. /=. O.00 T 1 %\ ,�
r;�� L' �,�. \�`\ 'U C?���� f ('� S' t GOD w'.b, / n �`��_, ` . ;'z �.(i(7
IF NECESSARY �' d r- �, e n ,. f ¢ I 8. NO GRADING IS PROPOSED EXCEPT FOR MINOR LEVELING
u
F ,/' i/
_
o� 9. STORMWATER DRAINAGE IMPACTS FROM THIS ADDITION ARE
>„' Ol/h,r INSIGNIFICANT.
f
HAY BALE EROSION CONTROL, TYP. _ i 37 jo % l J ; F EXISTING PLAYGROUND r ��i<U 7 >> J ' v
Ily. / , ”"s y° ✓ C� 10. FIRE FLOW FOR 1500 SF, TYPE V—B = 1,500 GPM FROM 1 HYDRANT
AREA / s,� / pz,
EXTEND PRIVATE WATER FROM EX. SERVICE °,'1/} - _ / u' / �;'L�1 1� 1' Jr„U
LINE 1 1/2" COPPER OR SCH 40 PVC? (`,�L CONCRETE SIDEWALK �� / 3'
a'11 vi
0,00
Rl vJ' j( {� Qr Jil 7 r. o �L•
/ .
EX. CLEAN OUT0. �1c /° ;
47
-• / /
'
UA \ xiv,�� PHASE 1ELECTRIC SERVICE
,EXTEND PRIVATE SEWER FROM EX. BLDG SERVICE:'; �'�
6 SCH 40 PVC SANITARY (MIN 1.0% SLOPE); TYP.
o °
FIELD VERIFY TIE IN ELEVATIONS &/ GRADES''
00
100' MAX C/0 SPACING o.J� il , t) T T / lsb
00 10
,15- PHASE LINE -cc
- r
PROPOSED HCAP \RAMP i ` F`R PHASE 1: PROPOSED PORTABLE BUILDING r `'" li/, r t 1 r
4
q ;P/,o
4,ToIAI&0P pOH
\ /
U
�`
74
7•�AR/FSJ 44
kiN, Ro
/t(
WITH WATER & SEWER SERVICE TO 2 RESTROOMS
' PHASE 2 ELECTRIC SERVICE
EX. SIGN^
-13'-7 1/8 HEIGHT PLUS FOUNDATION
PHASE 2: PROPOSED PORTABLE BUILDING
l \
�cS
FOR CLASSROOMS, APPROX. 1500 SF
i,
�,
Tr
°�/'�
/ 0/00
IAC
EXISTING BUILDINGS
,
WATER OR SEWER SERVICE
10' MIN SEPARATION
ik
G 41,9C.
��"
'Jon,
/T >
Q'
,I
BUILDING LINE
` ;, ='
r.� 'ciS=
V)
PARKING ANALYSIS (7.2.H):
/ v,,,,,
IS
o
JJ0. 16
IP tie''
EX WIXSON FIRE HYDRANT
1. CITY OF COLLEGE STATION, MARIA KEGANS LEAGUE, A-28 BRAZOS
COUNTY, TEXAS.
2. ZONED A-0
3. ACCORDING TO THE FLOOD INSURANCE RATE MAP COMPILED BY THE
FEDERAL EMERGENCY MANAGEMENT AGENCY FOR THE NATIONAL FLOOD
INSURANCE PROGRAM, COMMUNITY PANEL NO. 48041CO161 C, BRAZOS
COUNTY, TEXAS DATED JULY 2, 1992, IT APPEARS THAT NO PORTION
OF THE CAPTIONED PROPERTY FALLS WITHIN THE 100 YEAR FLOOD
HAZARD BOUNDARY.
4.. BUILDING SETBACKS: 50' FRONT & REAR, 20' SIDE, & 15' SIDE STREET.
5. ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE
SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM
ANY PUBLIC RIGHT OF WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF
THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE.
SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING
ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE.
6. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF
SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT
SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO
FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES
WILL BE MOUNTED IN SUCH A MEANS THAT THE PROJECTED CONE OF
LIGHT DOES NOT CROSS THE PROPERTY LINE.
,ACCESSIBLE PLAQUE, TYI?. / 1, - c C, t v ,, - cyn
`\1: \ 7. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE
EXISTING WATER METER
--- - :,I
. _) ROC
� .fes !r,. > -� \ - - -=----'-.,--=---�,_. _.• - _- -__ ... q
_ v � (_ _ K (NOT, LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING
-----�._'-`--�=,'�= i � ;;t�: ,' �, � - ,� ,: f� t ,/ .,,gip, r / �-._ ,. '��,rr°,=,:� it � LOT^ISLANDS, SWALES�ND DRAINAGE AREA; -THS-P-AF�{41NG LOT':- -
-- ---►.��/r\,, a ?
EXISTING TRANSFORMER I/Ce: z / �j//V!,' c ' �;1 \ c; SETBACK, RIGHT OF WAY, AND ADJACENT PROPERTY DISTURBED DURING
% 1-
% = \ CONSTRUCTION.
CITY TO UPGRADE j u>- i1, ;° ,%' . �r'/. /=. O.00 T 1 %\ ,�
r;�� L' �,�. \�`\ 'U C?���� f ('� S' t GOD w'.b, / n �`��_, ` . ;'z �.(i(7
IF NECESSARY �' d r- �, e n ,. f ¢ I 8. NO GRADING IS PROPOSED EXCEPT FOR MINOR LEVELING
u
F ,/' i/
_
o� 9. STORMWATER DRAINAGE IMPACTS FROM THIS ADDITION ARE
>„' Ol/h,r INSIGNIFICANT.
f
HAY BALE EROSION CONTROL, TYP. _ i 37 jo % l J ; F EXISTING PLAYGROUND r ��i<U 7 >> J ' v
Ily. / , ”"s y° ✓ C� 10. FIRE FLOW FOR 1500 SF, TYPE V—B = 1,500 GPM FROM 1 HYDRANT
AREA / s,� / pz,
EXTEND PRIVATE WATER FROM EX. SERVICE °,'1/} - _ / u' / �;'L�1 1� 1' Jr„U
LINE 1 1/2" COPPER OR SCH 40 PVC? (`,�L CONCRETE SIDEWALK �� / 3'
a'11 vi
0,00
Rl vJ' j( {� Qr Jil 7 r. o �L•
/ .
EX. CLEAN OUT0. �1c /° ;
47
-• / /
'
UA \ xiv,�� PHASE 1ELECTRIC SERVICE
,EXTEND PRIVATE SEWER FROM EX. BLDG SERVICE:'; �'�
6 SCH 40 PVC SANITARY (MIN 1.0% SLOPE); TYP.
o °
FIELD VERIFY TIE IN ELEVATIONS &/ GRADES''
00
100' MAX C/0 SPACING o.J� il , t) T T / lsb
00 10
,15- PHASE LINE -cc
- r
PROPOSED HCAP \RAMP i ` F`R PHASE 1: PROPOSED PORTABLE BUILDING r `'" li/, r t 1 r
4
REQUIRED:
NOTHING REQUIRED PER PAC
MEETING 09/09/2009
I
HANDICAP PARKING ANALYSIS (TAS):
" REQUIRED:
.a
0
m VAN ACCESSIBLE (1 PER 8) ........... 1
m PROPOSED:
a
co o HANDICAP SPACES 1
0
U
m VAN ACCESSIBLE .................... 1
cd
PonQ
2` C
, u.o
\ /
U
�`
\
/t(
WITH WATER & SEWER SERVICE TO 2 RESTROOMS
' PHASE 2 ELECTRIC SERVICE
-13'-7 1/8 HEIGHT PLUS FOUNDATION
PHASE 2: PROPOSED PORTABLE BUILDING
�cS
FOR CLASSROOMS, APPROX. 1500 SF
i,
�,
Tr
°�/'�
/ 0/00
IAC
<a� r
'C.
/? C -6',NO
WATER OR SEWER SERVICE
10' MIN SEPARATION
S'
m
��"
`` PROPERTY LINE
/T >
Q'
,I
BUILDING LINE
` ;, ='
r.� 'ciS=
V)
PARKING ANALYSIS (7.2.H):
/ v,,,,,
REQUIRED:
NOTHING REQUIRED PER PAC
MEETING 09/09/2009
I
HANDICAP PARKING ANALYSIS (TAS):
" REQUIRED:
.a
0
m VAN ACCESSIBLE (1 PER 8) ........... 1
m PROPOSED:
a
co o HANDICAP SPACES 1
0
U
m VAN ACCESSIBLE .................... 1
cd
PonQ
7 FOR CLASSROOMS, APPROX. 1500 SF
/t(
WITH WATER & SEWER SERVICE TO 2 RESTROOMS
-13'-7 1/8 HEIGHT PLUS FOUNDATION
PHASE 2: PROPOSED PORTABLE BUILDING
�cS
FOR CLASSROOMS, APPROX. 1500 SF
i,
�,
Tr
°�/'�
/ 0/00
IAC
<a� r
'C.
/? C -6',NO
WATER OR SEWER SERVICE
10' MIN SEPARATION
S'
'/J ;
N13'-7 1 8" HEIGHT PLUS FOUNDATION
/T >
Q'
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BUILDING LINE
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o
0
,;
t=_
0,
1
-
c
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WATER DEMAND
MINIMUM Q PM
MAXIMUM 20 13PM
AVERAGE 2 PM
SEWER DEMAND
I
MAXIMUM 2,800 G D
BETHEL BAPTIST CHURCH
9900 STATE HWY 30
COLLEGE STATION, TX 77845
LEGAL DESCRIPTION:
2.236 ACRE TRACT OUT OF THE MARIA
KEGANS LEAGUE, A-28 COLLEGE STATION,
BRAZOS COUNTY, TEXAS
•`IVO _ ►I
- Ir' J 0 N ES & C A 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
SCALE: AS NOTED DGN. BY:
DATE: AS NOTED DWN. BY:
JOB NO. C0080-001 DWG. NO. --
SUBMITTED: -- SURV. BY:
THIS DRAWING IS RELEASED
FOR THE PURPOSE OF:
06/11/2010
SITE PLAN REVIEW #2
UNDER THE AUTHORITY OF
STEVE E. DUNCAN, P.E. 83252. SHEET NO.
IT IS NOT TO BE USED FOR 1
CONSTRUCTION, BIDDING, OR OF 1
PERMITTING PURPOSES.
2nd Revcw
fQ • 'Zt -to
�1,1g
i
I"o'
PHASE 2: PROPOSED PORTABLE BUILDING
FOR CLASSROOMS, APPROX. 1500 SF
i,
�,
Tr
°�/'�
/ 0/00
IAC
/? C -6',NO
WATER OR SEWER SERVICE
'/J ;
N13'-7 1 8" HEIGHT PLUS FOUNDATION
/T >
/
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i
/ v,,,,,
0
c
/ l
WATER DEMAND
MINIMUM Q PM
MAXIMUM 20 13PM
AVERAGE 2 PM
SEWER DEMAND
I
MAXIMUM 2,800 G D
BETHEL BAPTIST CHURCH
9900 STATE HWY 30
COLLEGE STATION, TX 77845
LEGAL DESCRIPTION:
2.236 ACRE TRACT OUT OF THE MARIA
KEGANS LEAGUE, A-28 COLLEGE STATION,
BRAZOS COUNTY, TEXAS
•`IVO _ ►I
- Ir' J 0 N ES & C A 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
SCALE: AS NOTED DGN. BY:
DATE: AS NOTED DWN. BY:
JOB NO. C0080-001 DWG. NO. --
SUBMITTED: -- SURV. BY:
THIS DRAWING IS RELEASED
FOR THE PURPOSE OF:
06/11/2010
SITE PLAN REVIEW #2
UNDER THE AUTHORITY OF
STEVE E. DUNCAN, P.E. 83252. SHEET NO.
IT IS NOT TO BE USED FOR 1
CONSTRUCTION, BIDDING, OR OF 1
PERMITTING PURPOSES.
2nd Revcw
fQ • 'Zt -to
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i
A
��,1t�Zvi as
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I
FM 158
SITE LOCATION
h'/Gyp,
-
qY 30
-���
0 30' 60'
Light Pole
'
I
j
j
VICINITY MAP
N.T.S.
°
Stop Sign
Sign
O
Water Line Sign
Water Met
p
----- \
/oo, ,r
i9 /1
Se
o
5/8" Iron Rods
\
n'
l�
CITY SITE PLAN NOTES:
0
\
O
30
1.
CITY OF COLLEGE STATION, CRAWFORD BURNETT LEAGUE, A-7 BRAZOS
COUNTY, TEXAS.
--
4 _ Q — _
_ _ _
Q2.
EX. SIG
�_._ - f I
� --�
ZONED A-0
D' Q
O
<
3.
ACCORDING TO THE FLOOD INSURANCE RATE MAP COMPILED BY THE
Sign
FEDERAL EMERGENCY MANAGEMENT AGENCY FOR THE NATIONAL FLOOD
INSURANCE PROGRAM, COMMUNITY PANEL NO. 48041CO144 C, BRAZOS
`,1<ier Line o
\
(STING SIDEWALK < �' S 6
/ `` 2°
2" Pi Found
COUNTY, TEXAS DATED JULY 2, 1992, IT APPEARS THAT NO PORTION
OF THE CAPTIONED PROPERTY FALLS WITHIN THE 100 YEAR FLOOD
`
s 2)
�i' ater Vo(
HAZARD BOUNDARY.
T Un pipeline ign o
�n
` Sign
% Q
6- .
24, Reinforced
Pipe
Concrete p
P� d ra n
Fire-
�-' Flr
EXISTING CESSIBLE
<
2�r� S
�
4.
BUILDING SETBACKS: 50' FRONT R
& EAR 20' SIDE & 15' SIDE STREET.
��
T FIRE H RANT \
BATHROOM INSIDE
SUNDAY L HOUSE
\ p
FIRE HYDRANT
- y
5.
ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE
SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM
�SCH
<
<500 TO PROPDSED
\
!"
ANY PUBLIC RIGHT OF WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF
i
PORTABL BUILDINGS
THE SUBJECT LOT MEASURED FROM A POINT FIVE FEET ABOVE RA
GRADE.
``�`Z9.,,
\
SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING
< 4' jam' o�
< p
< Q
j
ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE.
%
S
24 Reinforced
Concrete
/� NG ASPHALT PARKING %
��
Pipe //
!
6.
EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF
SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT
Sanitary Sewer
Pedestal
Manhole
�i
/ J,�i�
rn�
qM.
```` <
I
SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO
GTE
1 g" Reinforced
Concrete
Pipe
a TING CONCRETE
SIDEWAL G
Moro
u � g�. C
Fre `p}��Irant .
Fire
'
;
FIXTURE
F X RE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY FIXTURES
WILL BE MOUNTED IN SUCH A MEANS THAT THE PROJECTED CONE OF
�� FF ridin hUrc h
1 2" Iror)-l3od
Found \�
EXISTING TRANSFORMER <
p G'-'
�J F' ss
4 •5%8" Ironti.�et
p
!
LIGHT DOES NOT CROSS THE PROPERTY LINE.
<
ITY UPGRADE. IF NECESSARYCOVERAGE
P
90
OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE
ROCK (NOT LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING
¢
'
��
LOT ISLANDS, SWALES, AND DRAINAGE AREAS, THE PARKING LOT
< O
STRIP ONE 9 CAP �i
%�
A�II�OOD
SETBACK, RIGHT OF WAY, AND ADJACENT PROPERTY DISTURBED DURING
_
FRAME
;' ADJACENT
CONSTRUCTION.
— ING SPACE W % a
` `'
BUILDING Q
%� BUILDING
8.
i ,'
8' ISLE (STING PAVE-KNT\ ,'
%
� co
NO GRADING IS PROPOSED EXCEPT FOR MINOR LEVELING
\ —
Remainder of a
Acre Tract
Wood Frame
! �•
13.
STORMWA TER DRAINAGE IMPACTS FROM THIS ADDITION ARE
nilO %�{�
p 1
33/597
Q Nouse
99'20
�'
/
INSIGNIFICANT.
F'
EXISTING SEWER
MANHOLE ;'
_
`\
FIFE-
1
'
/' i
/
0.
FIRE FLOW FOR 1500 SF, TYPE V—B = 1,250 GPM FROM 1 HYDRANT
CONCRETE SIDEWALEXISTING PLAYGROUND
BUILDING LINE %�
'— AA "A
%� N
To Garcia, et ux
/
940/749
!
DWPOSED HCAP RAMP
e
W %�
- _ , \ \p Shoa Pro
Called O. 9 Acre Tract
Remainder of 0.4 acre
tract
/
j
\
,'
' Well �
'
\
WELL%,
ADJACENT
/
PHASE LINE -_
`
BUILDING
a
5/8" Iron Rod
Found
10"1t�IN SEPARATION
/
co
PHASE 1: PROPOSED PORTABLE
BUILDING
f
FOR CLASSROOMS APPROX. 1500 SF93
_
\
-15' HEIGHT PLUS FOUNDATION
j
1 /2„ Iron Rod Found
i
BETHEL BAPTIST CHURCH
7S2 �•�`' 5 8" on Rod Set
- -- -- _
- �.��.-
PHASE 2: PROPOSED PORTABLE `:Bl71LD1NG
Building
'��,,,
FOR CLASSROOMS, APPROX. 1500" SF
%
-
9�9�00--ST-ATE- N WY�3-9
HEIGHT
,,
COLLEGE STATION, TX 77845
N 15' PLUS FOUNDATION
!)
LEGAL DESCRIPTION:
Q)
2.245 ACRE TRACT MARIA KEGANS LEAGUE,
``
T f
A-28 INCLUDING A PORTION OF LOT 1,
3/8" Iron Ro dun
�`SETegC
'
�C'_
%�
BLOCK 1 HARVEY HILLSIDES ADDITION
BUILDING LINE
i
j j
I
VOLUME 331 PAGE 598 COLLEGE STATION >
BRAZOS COUNTY, TEXAS
PARKING ANAL BIS (7 H)
N
f4
'
.2 .
'
PROPERTY LINE
SITE PLAN
REQUIRED:
NOTHING REQUIRED PER PAC
_
MEETING 09/09/2009
J O N E S &CARTER, I NC.
J r
ENGINEERS•PLANNERS•SURVEYORS
Texas Board of Professional Engineers Registration No. F-439
!
i
1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000
SCALE: AS NOTED DGN. BY:
DATE: AS NOTED DWN. BY:
JOB NO. C0080-001 DWG. NO. --
HANDICAP PARKING ANALYSIS (TAS)
5/8" Iron Rod Found
Benchmark
SUBMITTED: -- SURV. BY: --
REQUIRED:
Elevation
Assumed Datum = 100.00'
THIS DRAWING IS RELEASED
VAN ACCESSIBLE (1 PER 8) ........... 1
FOR THE PURPOSE OF:!�
05/19/2010
PROPOSED:
SITE PLAN REVIEW #1
HANDICAP SPACES ................... 1
UNDER THE AUTHORITY OF
STEVE E. DUNCAN, P.E. 83252.
SHEET NO.
VAN ACCESSIBLE .................... 1
j
IT IS NOT TO BE USED FOR
CONSTRUCTION, BIDDING, OR
OF 1
PERMITTING PURPOSES.
��,1t�Zvi as
i�►c��. �j�ZD%1a