HomeMy WebLinkAboutDrawingsPROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB, ON SOUTH
SIDE OF HOI I EMAN DRIVE APPROX. 200' NORTH OF INTERSECTION
WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23
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- F.97 -9-26C'.3564
TX. FIRM #
F-1443
511 UNIVERSITY
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SUITE
204
COLLEGE STATION
TX 77840
PLAN & DESIGN S
CIAWSTS IN
CIVIL ENGINEERING
HYDRAUUCS
HYDROLOGY *UnUTI=-S
STREETS
SITE PLANS* SUBDIVISIONS
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PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH
SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION
WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23
\ / CONCRETE -/ - �' Y ' w. PER RESTRICTIONS
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\ % SIGN / , .�0 (VOL. 7515, PG.
,..
\ , ; 'fir✓ / ) /` f
CLEANOUT i i % / � 176
�P
BACK OF-,,, _ _ Property Line
/\ RO i `�,.; �J CURB \� S
SETB PER i ` 18' P3�-' ...................................... ............... --................... High Point
_ L '-Tbl5 PG. / i _ l/ a? �.� III I< STnp ,F
METE R / / �1'C76 _ n nollo Existina Grade
CA
ER
/ g
SANITARY SEWE LE
/2"I IRON
IQP-;-2 2 )OD SOUND �0,
FL 12 N EAST : 276.47' + c �✓ `/ =\ i /
FL: 12 IN (WEST}: 275.32
FL: 12" UT: 275.22'N�, \• _/fLFCTRICAL
6182, PG. 226 e alv0•T k z -am vi 1 t�§�-''. `'� .:''�"�.,F"7'ui �.,, S• ,� �•v�• •.�
5. Once vegetation Is A contractor is responsible for removing all
5
101.
-:�� �="'' a� hyr�5, �.: �fS�,t� k�'�w •�t�. i`,;.. -�'"s'.�'�ki�a+�i �� ,?-e�'��` ^- e�u�-�,`53�
temporary erosion conti ki.e. silt fences, rock check dams, etc.)
�• �
`i/ • Structural controls• •- • -• as •• -
•clearing
RACK maintained:11n good war til the site is stabilized.
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20' PUBLIC UTILITY EASEMENT ! \
EXHIBIT "C"
DEDICATION DEED TO CITY OF
COLLEGE STATION, TEXAS t
VOL. 6182, PG. 193 1t
1
287
I
i
1
n7718 `.
/. Alternate s ruc ura controls mae utilized I approve y ngmeer.
2.7 75 10'NEAR S CK870 - PER RES RICTIONS 8. The contractor shall comply i with the TCEQ STORM WATER DISCHARGE PROGRAM and
FEN
K7_66
GN %_ <,�°� is responsible for comp) ting a d filing the appropriate forms.
/ x3' T RM ATE VOL. 751 PG. 176
r
s7:
,} / /FL 8 N/ 281.
FL B 280.901
287.7s LIGHT LE
��/� / 1.42�ACRESo
T 7
�' ti / / / FA ED TO T=POST X � P / WIRE MES
287.29
s/ POST
ZONING: C-1 �)SEDIMENT CONTRJL FABRIC
FASTEN 'SECURELY TO
FUTURE PHASE FIVE T -POST & WIRE MESH
2s7s8 0��'/ / / (REMAINDER OF 137.1386 ACRE TRACT METAL r -Posy - QF tILTER FAB�IG TO EXTEND
G ` �� / VOL. 5115 PG. 1 O AS REQ'D. TO MAINTAIN- I I O A TRENCH AND BE ANCHORED
X ACTED
28 9 air / / , ) SPACED 6' APART WITH COMPAC BACK FILL
�-> 2 6..J �' L i ALLOW 2-5 TO 5' AT TOE OF GL' 1V FIUL NO'MS:
L' S:
/ SILT;: BALE AND/OR--\ESLOPE FOR SE IMENT TO
PROP. 15 P.U.E. „. E / / / HAYBALEs To BE
• ACCUMULATE ALIGN FENCE
y j g1 USED IN AREAS OF ALONG SLOPE ONTOURS. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER
SEE FLUME DETAILh�s`4 /, O f DRAINAGE FLOW. I HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY
NATURAL GROUNIRI
.� �� SOW GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS
\, \ ��,GQ°� �, BAC OF (�, IRECTION BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL
i J ��
/ R 14!'IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS
•Sc°T� LASTSHALL STSEEDED R SODDED WITHIN 14 CALENDAR DAYS OF
BANCE
1 iI1C(1 s 20 f00t eX4" MIN. TRENCH 4'
APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED
DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY
CONSTRUCTION AND SHAL STAY IN PLACE UNTIL ACCEPTABLE
(-28
r° \ / �/ / / VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS
/
COMPLETE AND THEN REMOVED BY CONTRACTOR.
a"�; / SILT FENCE AS EMT
ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF
, _TPI -OS SILT AFTER EVERY RAIN.
CINDER BLOCK !i?!.'//• f ✓ r>,f
FILTER FABRIC
,
NOT TO COVER
DRAIN INLET�1\
SAND BAGpp �1Y r Win, r=y
SAND BAG I i �/�//�l� t � '-" %� �/rte•',
FILTER
/ r FABRIC HAY BALES
ZE
3/4 -TO 1CK I t/2" 01/11/1 y,
,f METAL T-POSTNOTE: AS REVD. TO MAINTAIN.TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND OR FILTER EDIMENT-LADEN RUNOFF. ON ALLO S
SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN- THE!P OTECTTI o
SAND BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC' CONDITIONS. STO DITIv INLET PROTECTION
". SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. '
_ -.• _ V . II li I I
- SWPPI-0Q
i
%INIMUM 12- SHALL BE FULL
WIDTH OF SITE ENTRANCE
2.00'
6" MIN. D PTH STO E VARIES
ILITY EASEMENT 1.00' (ASTM D s, 3" TO 5-
_ INSTRUMENT 5" DIAIvtE R) OVER TO
12" WIDE TRENCH GRATE GEOTEXTI FABRIC 50
/ WITH SAM SQUARE
/ — W/ FRAME, HS -20 RATED FOOTAGE.
BOLTED TO WALK A
0
IXISTI G STREET
00
C5 #3 Bars
is STONE IS TO BE MAINTAINED
t di
(TYP) NOTE:
6" MIN. DRESS WITH ADDITIONAL
3000pSI ( STONE AS NEEDED.
FL AS SHOWN ON CONCRETE j SO AS TO PREVENT
CONSTRUCTION TRA
PLANS (0.25%MIN) GEOTEXTILE FROM TRACKING MUD IONTO
FABRIC ADJACENT PUBLIC STREETS.
LOT `s FLUME DETAIL
SECTI NAA SUBGRADE
/ 4.62 ACRES NTS CO STRIJUJON EXIT SILT CONTROL
/ FlLENAME- 1015 -02 -GRADING MMA iwg
ZONING: C-1 PLOTTED: 19 Jul 2010 - 10:56 am SWPPl-02
FUTURE PHASE FIVE
(REMAINDER OF 137.1386 ACRE TRACT
VOL. 5115, PG. 10) . `5
10
I i
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ti
CP
287.42 / \ - SILT
MITCHELL
MOR
L
T.979.26
.6963
F.979.26i
.3564
TX. FIRM #
F-1443
511 UNIVERSITY
DRIVE EAST
SUITE
i
COLLEGE STATIO
TX 77840
PLAN & DESIGN SP.ECIALISTS
IN
CIVIL ENGINEERIN
HYDRAULICS
PROP. 15' P.U.E.
1 -11
SITE PLANS * SUBDIVISIONS
www.mitchellan
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BUIL ING SETBACK LINE
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FUTURE PHASE FOUR
PR RESTRIC (ONS
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(REMAINDER OF 137.1386 ACRE
TRACT
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20' PUBLIC UTILITY EASEMENT ! \
EXHIBIT "C"
DEDICATION DEED TO CITY OF
COLLEGE STATION, TEXAS t
VOL. 6182, PG. 193 1t
1
287
I
i
1
n7718 `.
/. Alternate s ruc ura controls mae utilized I approve y ngmeer.
2.7 75 10'NEAR S CK870 - PER RES RICTIONS 8. The contractor shall comply i with the TCEQ STORM WATER DISCHARGE PROGRAM and
FEN
K7_66
GN %_ <,�°� is responsible for comp) ting a d filing the appropriate forms.
/ x3' T RM ATE VOL. 751 PG. 176
r
s7:
,} / /FL 8 N/ 281.
FL B 280.901
287.7s LIGHT LE
��/� / 1.42�ACRESo
T 7
�' ti / / / FA ED TO T=POST X � P / WIRE MES
287.29
s/ POST
ZONING: C-1 �)SEDIMENT CONTRJL FABRIC
FASTEN 'SECURELY TO
FUTURE PHASE FIVE T -POST & WIRE MESH
2s7s8 0��'/ / / (REMAINDER OF 137.1386 ACRE TRACT METAL r -Posy - QF tILTER FAB�IG TO EXTEND
G ` �� / VOL. 5115 PG. 1 O AS REQ'D. TO MAINTAIN- I I O A TRENCH AND BE ANCHORED
X ACTED
28 9 air / / , ) SPACED 6' APART WITH COMPAC BACK FILL
�-> 2 6..J �' L i ALLOW 2-5 TO 5' AT TOE OF GL' 1V FIUL NO'MS:
L' S:
/ SILT;: BALE AND/OR--\ESLOPE FOR SE IMENT TO
PROP. 15 P.U.E. „. E / / / HAYBALEs To BE
• ACCUMULATE ALIGN FENCE
y j g1 USED IN AREAS OF ALONG SLOPE ONTOURS. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER
SEE FLUME DETAILh�s`4 /, O f DRAINAGE FLOW. I HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY
NATURAL GROUNIRI
.� �� SOW GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS
\, \ ��,GQ°� �, BAC OF (�, IRECTION BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL
i J ��
/ R 14!'IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS
•Sc°T� LASTSHALL STSEEDED R SODDED WITHIN 14 CALENDAR DAYS OF
BANCE
1 iI1C(1 s 20 f00t eX4" MIN. TRENCH 4'
APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED
DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY
CONSTRUCTION AND SHAL STAY IN PLACE UNTIL ACCEPTABLE
(-28
r° \ / �/ / / VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS
/
COMPLETE AND THEN REMOVED BY CONTRACTOR.
a"�; / SILT FENCE AS EMT
ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF
, _TPI -OS SILT AFTER EVERY RAIN.
CINDER BLOCK !i?!.'//• f ✓ r>,f
FILTER FABRIC
,
NOT TO COVER
DRAIN INLET�1\
SAND BAGpp �1Y r Win, r=y
SAND BAG I i �/�//�l� t � '-" %� �/rte•',
FILTER
/ r FABRIC HAY BALES
ZE
3/4 -TO 1CK I t/2" 01/11/1 y,
,f METAL T-POSTNOTE: AS REVD. TO MAINTAIN.TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND OR FILTER EDIMENT-LADEN RUNOFF. ON ALLO S
SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN- THE!P OTECTTI o
SAND BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC' CONDITIONS. STO DITIv INLET PROTECTION
". SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. '
_ -.• _ V . II li I I
- SWPPI-0Q
i
%INIMUM 12- SHALL BE FULL
WIDTH OF SITE ENTRANCE
2.00'
6" MIN. D PTH STO E VARIES
ILITY EASEMENT 1.00' (ASTM D s, 3" TO 5-
_ INSTRUMENT 5" DIAIvtE R) OVER TO
12" WIDE TRENCH GRATE GEOTEXTI FABRIC 50
/ WITH SAM SQUARE
/ — W/ FRAME, HS -20 RATED FOOTAGE.
BOLTED TO WALK A
0
IXISTI G STREET
00
C5 #3 Bars
is STONE IS TO BE MAINTAINED
t di
(TYP) NOTE:
6" MIN. DRESS WITH ADDITIONAL
3000pSI ( STONE AS NEEDED.
FL AS SHOWN ON CONCRETE j SO AS TO PREVENT
CONSTRUCTION TRA
PLANS (0.25%MIN) GEOTEXTILE FROM TRACKING MUD IONTO
FABRIC ADJACENT PUBLIC STREETS.
LOT `s FLUME DETAIL
SECTI NAA SUBGRADE
/ 4.62 ACRES NTS CO STRIJUJON EXIT SILT CONTROL
/ FlLENAME- 1015 -02 -GRADING MMA iwg
ZONING: C-1 PLOTTED: 19 Jul 2010 - 10:56 am SWPPl-02
FUTURE PHASE FIVE
(REMAINDER OF 137.1386 ACRE TRACT
VOL. 5115, PG. 10) . `5
10
I i
i
I
ti
CP
287.42 / \ - SILT
MITCHELL
MOR
L
T.979.26
.6963
F.979.26i
.3564
TX. FIRM #
F-1443
511 UNIVERSITY
DRIVE EAST
SUITE
204
COLLEGE STATIO
TX 77840
PLAN & DESIGN SP.ECIALISTS
IN
CIVIL ENGINEERIN
HYDRAULICS
HYDROLOGY *UTIUnES
STREETS
SITE PLANS * SUBDIVISIONS
www.mitchellan
mor an.com
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PARKING ANALYSIS UTILITY DEMANDS ,
New buildingarea 9,203 sf Minimum Maximum Average C'
Existing water line
Existing building area = 12,225 sf Water (GPM) 0 50 10 FS
Total area
= 21,429 sf Sewer (GPD) 0 2,750 1800 C F €_
N
Legal Descri
AlloW
Lot 5 BIick
2
j
Cresc
Pointe
2.40 c
tract
Richa�
r SO�ve
Carter
Y
Zone A
Studio, Ink.
Required parking (1 per 250 s.f.) = 86 spaces Gas (MBH) 0 480 60 /r . _
Totalarkin provided = 87 spaces
p 9p p
T The "i
_r n
Existing underg ou d2j ,
I I
4 of 86 spaces are handicapped accessible with ramp and
painted designation.:
Extend fire lane marking on curbs as shown. Fire lane
marking to read: "FIRE LANE - NO PARKING - TOW AWAY
ZONE". Letters to be 4" high, white. Wording to be spaced
at 15'-0" apart, maximum. Curbs to be painted red.
Existing sanitary sewer man e'i :: i,
` ..�_ Cres . nt Point Ltd. br an TX 778.3
,k Y
� � Existingwater meter (domestic) 2 � -�.21
f
979 1
mestic
Existing water meter (irrigation) 1.5"
Proposed water (do ) 6"
F (979)775-8L4
SS: Sanitary sewer
�� _ e �;
- • Tree protection °' �.� � ;,„��,, Existing storm sewer manhole `'"' "y £"" -� 'IV
_
UE, Underground electrical _" W
far / � � w� .; --- �T �;w t � _x ;R� €.. ��' ; www.arkitex.com
om
fencing, re _
W: Water e' ��. « ,' . Existing sidewalk - !
to 5/A1.2
G: Gas' .
./...._�
ST, Storm sewer _. _..� t
T. Transformer - -- G ,�. Curve Table Storm sewer g
-- / '
1
Existing fire
�/77� � i _....�� �.-� '•� _-- -- /�- >:}�:- -_ - - - --- ,-, �_ __� __�..._ �_t._ _�_.:� �__..._� .__��_�_ r hydrant
Sy -/.— - ------ --- �_..,.,,..—— r —_ t tcu tit tautua ucwa utviu irca�u�y., �naullvic
235.12 535.00 25010'47 N 62 15 45 - E 233.23
n
/
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Copperfield Parkway
Crescent Pointe Drive 'zo
F
Existing sanitary sewer 8 xisting Exi�stlhg FDC siames
_....._..._....._/ Site Plan Applic nt:
% electrics
connecti�o t� O
.�
.; / �.. .._ Steven Schloss-
Existing ' � � • �, "�•. Existing sanitary
.. l /
Existing water (domestic) 2 , Existi 308 N. Bryan Av ,
UG as 9 sewer 10 g rY
I1ht .....ole Bryan, TX 77803
: P 979 821-2635
pp till Existing
/ / / i ♦
Existing water (fire) 6 ` c_
_......-----._._._ . 9 U 7 775 8224
FP �- "_ . (v% ti/rty `"- electric vault F (9 9)
Pro osed gas /...../ :._. `s ., yIQ ease `''�---- r - www.arkitex.corl
p 2, `,,arra w
1 p. e _ m — ,
'` /\ / '\.. � sschloss^arkite ,coin
2 �\ - �"'
Q
Proposed water (fire protection) 6
3 p p
15' building
set ac / / n/ \ •�•. 4 : w•c
............
"
Crescent Point deed proposed addition well be sprinkled and will be teed {n �
p9► i (fro nt "'�.•its ,,•.., ,,
-..,
%_=': , `• /,- .,
\ 40bccrestriction)
Into the existingsprinkler system from Phase 1. i'
scdk..ck
SITEPROJECT-
i
for information ;,,. — p \ �. J
Refer to A1.4 Utility Plan and Civil drawings/ /.._ /.......__.. +eA+■.„,.. , , 9 (... � ” s .•.••_y i ,,,_
on proposed utilities. �. _........... / • . €Aw t i --...
d
NO TH .......
v�
30 bulk storage setback ,N>.:.d`°°""° i .•
New 9.203 square -foot / -�,�-`%� ,>.r.( / / W f •,, .° . (C_rescent Poon.deed
restriction
...,two-story office addition Pro osedsa itar sewer 4 7 sedPropoutclea I
t
,.
i
., ,.
Refer to: 1 /A2.1 y, A , , / i -.,.,. , ►�97d P�
Proposed double c anout /.__._.......� / c / ...: . '9T ..•�
�� / Existing r'itary
® `e ...._._... �/,4Q' i s 4 Sewer °e
VICINITY MAP /..,,.�u3: . I /13/2010
Proposed storm ,+ ._......./............Qo G :� r ,
I
Not to scale
sewer Inlet 18 x18 P e' 7 -��i_ / •..e "n t i 1
Prbposed
/ * gas t
/ �'. __..._._..T`av_ /♦ �` � �� � Existing 12,225 square -foot
single -story office building /
Proposed waterfire
:..'
.
6,/
Lot 4/ ,
o
Phase brie 10.12 acres
i v
Phase Three ,... Remover store, and
Zone A -P «
/ee «« ,__._._.___. ♦,�.......__ ♦ S �,, ...; ..: reinstall existing sting. e • o �
it
-
00
Crescent Point Ltd. 41
ulight bollards (2)
2 Existing storm
Q ro N
- 8 ,
Proposed public utility « _._._.._..... __....: .:-�: >`T� Remove existing :
4 . / _,¢ 4
easement shown hatched a._ P ° concrete walk « v X
,° 1 >" i
3 -0 R + 0) 1
fA
(vol. . p.� 4... �... -..;:. «-. . _ � « 1
�— ; g +• i °' ,, Existing storm i—
« 1` wlzf� i New concrete walk with
Q
ai 9
?, �~.."�° Existmg 2.5 ewer 18
s
,exposed aggregate to .,,�.� � 2.5 storm rate cr
v YI C
match existing ��� «- o . ,
«* r, / ,��� % (.,' �6 .:.1Y: . / � .:. •: ., /t 1 "` ,,,,,.,..-"_ A ,.«^","w .„.•.•k""'" \ / / .e
•iOExisting
iconcrete •
Proposed storm .v
« o.I headwall t---+
µ
sewer unction box HC �
I t/)
'1 !�
A ,znw Relocate exist)Fire lane curb striping, t 5 -0n R parking light In
N
/ / a HC « Existing drainage easement `
-- r f/ �, , 1 ................/ ....._.... t o « 3'-0" R variable width vol. 7402 .172
VAN a .�: � ( p )
« i �/ /f ♦ Tree rotection • t I . 0
I
Proposed fire
--I,,—Tree ,.� N
« /� ;/ / _..._...........:... ....._ fencing, refer to t , U
/ « , hydrant h
Existin storm 5/A1.2 �
`
sewer 18'
/ O
+° ii -' ♦ I ,� r,•.... `' Tree protection x —\- '+, 6 20;0 2 M
fencing,a o 0
!�
� � refer to 5/A1:2 � Lot 4
« , � �' .._..... � � t • z tom* ♦. _ l0 i ;..•u"vrw+__n�aaa�ssr..n .r.:.•.�:•r ..::.. ccmems ^�,Cecr
��/ « / ; P posed storm % ! -{ A « t o
" 1 * • �� v Handicapped parking L � ,� �+ « � . � ;. .89 acres ' ,• � ;,�, : ��1
1� «* / ewer 8 sin refer to 1 /A1.2 1 ---a A . u •- Zone A -P
P
"ACA
s� �pt�
1 Crescent Point Ltd. CL
a .>
New parking
4�' .
lot light [A REQUIRED
/ ,t «« « e«. , /////,/ _ /,•"I.`r/J� � i♦ � -r r/ , C s 1
CL
R8 _ 3'_2 i2'
3 0R 1 storm
1 W
HC wer 18" }3 0
�
aJ
/I :• "/ / ` /�s f'o4le� ' J ~�. J A d , " f ., n'•. r - ? V
- 1
n / I • 13 -0 R 81-011 R -- I F ., - s ,;. i s 3i i N
cj IED
.. `� ��. `1..,• t a ..._.-_i•.�3 x�Sl
/ -
♦ , / ,r r 2.5 x2.5 .
- t Existin ^
! / 1
i storm. rate.. � 1 :
_ 3 0 R
/ s ✓ 4 , s :>
_ ��°'"" Existing rams
i Remove / 3 x 3 storm rate ■
O . ,. � , .. EVA 0
/ /,
/ ► \`♦ / ;. ! / existing curb ;F Existmg bike rack a
♦ /
/ Existingstorm : _ I Q r U
C �1
3 0 R I _
Repaint sewer 18" 3 -0 R
/ f
parking stripes
• ♦_, 1
/ \ ♦
�umpster enclosure, 17 �_.1! -• ,• ,,' ,, �
J '•✓ / refer to: 8/A1.2
\ 0 ;' • 7 g OCT i ����
O Parkin lot light,1 ■
♦ 2 typical of four ,
/ •�� \ New parking lot light \ J , ( LL STATION
N
t_ ,e p 9 9 I COLLEGE A ®. Revisions
/ 1 30 bu storag set c 3 -0 R
33 m.
Intd'ee res Icton 60- - - _ I ENGINEERING
I ■ Number Date
g a AAA 'free protection / Proposed storm
/ i . •
opEd headwall
• M. fencing, ref: 5/A1.2 sewer 12 «*
Curb inlet
♦ _ 4 _ _ ( O , - _ 09/09/10
. Review
Existing sanitary . *� .. _ — ST
<: sewer 8 \ • + ..� ST
ut II easement -�— —
10 ublic i - - `
t Point deed restriction _ _ •- : -- -
10 buildin setback (Crescent ) tY .- - - --- - _
,.,.t vol.
-4,02,(,p-172)-.,_ is � I -
S 43039'30"W 483.91
•..* REVIEW'D FOIF
.
Existing sanitary e ,
sewer manhole p R.. a , ..
°"* . • Phase line Tree protection 1� �+ ,
«,..,•-M,,,••• fencing, refer to5/A1.2.:.
_ 10' ublic utilit easement _ _ _ _ _ .�.�.,,..•�.�s- . �.... �anw. nn��wea.ee6 fencing,
_ _ _. _ _ — — — — — — — — 2��0 - + o act 0926
( p• )
til'n July 2010
• _. vol. 7402, 172 � OCT � � � �I� �- 1
Lot 6
G e ' f' i/
4 �
Gyy a > t y
5.68 acres_ - �UCur I'¢vio ^uit )=
Phase Four DEV'E�,OPM NT ��1�K�€�; I' ,r -
Zone C-1 ®ag�,� .- ..
0' PLATo,F ILE.1 ` o 150' 1.
Crescent Point Ltd. � I ,..,...
Plan North _ _....._.,. ...: ,... :>
:.
- SITE LA5' 15' 25'
do
ry Refer to: S RVEY Scale: V = 20'-0n
- of 21
i
Arkito, x
Existing underground electrice
I
2
rA< Z
Studio, Ink.
<, • Lot 2
. Existing water � �,,�,.
Existing light ole — -. , `�"`.
9 g p -">,6.10
res '
� >, ,� ..` .
w Ewstin
Replace existing as meter �. �--�.
:. p 9 9 Phas
�. � .a..- �..
Two
N Brya ll Ve.
308 N.
transformer r �> I
(540 MBH total demand) ,.,. �. � .. Zoe
h
P
I
..
,
979 1
mestic
Existing water meter (irrigation) 1.5"
Proposed water (do ) 6"
F (979)775-8L4
SS: Sanitary sewer
�� _ e �;
- • Tree protection °' �.� � ;,„��,, Existing storm sewer manhole `'"' "y £"" -� 'IV
_
UE, Underground electrical _" W
far / � � w� .; --- �T �;w t � _x ;R� €.. ��' ; www.arkitex.com
om
fencing, re _
W: Water e' ��. « ,' . Existing sidewalk - !
to 5/A1.2
G: Gas' .
./...._�
ST, Storm sewer _. _..� t
T. Transformer - -- G ,�. Curve Table Storm sewer g
-- / '
1
Existing fire
�/77� � i _....�� �.-� '•� _-- -- /�- >:}�:- -_ - - - --- ,-, �_ __� __�..._ �_t._ _�_.:� �__..._� .__��_�_ r hydrant
Sy -/.— - ------ --- �_..,.,,..—— r —_ t tcu tit tautua ucwa utviu irca�u�y., �naullvic
235.12 535.00 25010'47 N 62 15 45 - E 233.23
n
/
E UC
Copperfield Parkway
Crescent Pointe Drive 'zo
F
Existing sanitary sewer 8 xisting Exi�stlhg FDC siames
_....._..._....._/ Site Plan Applic nt:
% electrics
connecti�o t� O
.�
.; / �.. .._ Steven Schloss-
Existing ' � � • �, "�•. Existing sanitary
.. l /
Existing water (domestic) 2 , Existi 308 N. Bryan Av ,
UG as 9 sewer 10 g rY
I1ht .....ole Bryan, TX 77803
: P 979 821-2635
pp till Existing
/ / / i ♦
Existing water (fire) 6 ` c_
_......-----._._._ . 9 U 7 775 8224
FP �- "_ . (v% ti/rty `"- electric vault F (9 9)
Pro osed gas /...../ :._. `s ., yIQ ease `''�---- r - www.arkitex.corl
p 2, `,,arra w
1 p. e _ m — ,
'` /\ / '\.. � sschloss^arkite ,coin
2 �\ - �"'
Q
Proposed water (fire protection) 6
3 p p
15' building
set ac / / n/ \ •�•. 4 : w•c
............
"
Crescent Point deed proposed addition well be sprinkled and will be teed {n �
p9► i (fro nt "'�.•its ,,•.., ,,
-..,
%_=': , `• /,- .,
\ 40bccrestriction)
Into the existingsprinkler system from Phase 1. i'
scdk..ck
SITEPROJECT-
i
for information ;,,. — p \ �. J
Refer to A1.4 Utility Plan and Civil drawings/ /.._ /.......__.. +eA+■.„,.. , , 9 (... � ” s .•.••_y i ,,,_
on proposed utilities. �. _........... / • . €Aw t i --...
d
NO TH .......
v�
30 bulk storage setback ,N>.:.d`°°""° i .•
New 9.203 square -foot / -�,�-`%� ,>.r.( / / W f •,, .° . (C_rescent Poon.deed
restriction
...,two-story office addition Pro osedsa itar sewer 4 7 sedPropoutclea I
t
,.
i
., ,.
Refer to: 1 /A2.1 y, A , , / i -.,.,. , ►�97d P�
Proposed double c anout /.__._.......� / c / ...: . '9T ..•�
�� / Existing r'itary
® `e ...._._... �/,4Q' i s 4 Sewer °e
VICINITY MAP /..,,.�u3: . I /13/2010
Proposed storm ,+ ._......./............Qo G :� r ,
I
Not to scale
sewer Inlet 18 x18 P e' 7 -��i_ / •..e "n t i 1
Prbposed
/ * gas t
/ �'. __..._._..T`av_ /♦ �` � �� � Existing 12,225 square -foot
single -story office building /
Proposed waterfire
:..'
.
6,/
Lot 4/ ,
o
Phase brie 10.12 acres
i v
Phase Three ,... Remover store, and
Zone A -P «
/ee «« ,__._._.___. ♦,�.......__ ♦ S �,, ...; ..: reinstall existing sting. e • o �
it
-
00
Crescent Point Ltd. 41
ulight bollards (2)
2 Existing storm
Q ro N
- 8 ,
Proposed public utility « _._._.._..... __....: .:-�: >`T� Remove existing :
4 . / _,¢ 4
easement shown hatched a._ P ° concrete walk « v X
,° 1 >" i
3 -0 R + 0) 1
fA
(vol. . p.� 4... �... -..;:. «-. . _ � « 1
�— ; g +• i °' ,, Existing storm i—
« 1` wlzf� i New concrete walk with
Q
ai 9
?, �~.."�° Existmg 2.5 ewer 18
s
,exposed aggregate to .,,�.� � 2.5 storm rate cr
v YI C
match existing ��� «- o . ,
«* r, / ,��� % (.,' �6 .:.1Y: . / � .:. •: ., /t 1 "` ,,,,,.,..-"_ A ,.«^","w .„.•.•k""'" \ / / .e
•iOExisting
iconcrete •
Proposed storm .v
« o.I headwall t---+
µ
sewer unction box HC �
I t/)
'1 !�
A ,znw Relocate exist)Fire lane curb striping, t 5 -0n R parking light In
N
/ / a HC « Existing drainage easement `
-- r f/ �, , 1 ................/ ....._.... t o « 3'-0" R variable width vol. 7402 .172
VAN a .�: � ( p )
« i �/ /f ♦ Tree rotection • t I . 0
I
Proposed fire
--I,,—Tree ,.� N
« /� ;/ / _..._...........:... ....._ fencing, refer to t , U
/ « , hydrant h
Existin storm 5/A1.2 �
`
sewer 18'
/ O
+° ii -' ♦ I ,� r,•.... `' Tree protection x —\- '+, 6 20;0 2 M
fencing,a o 0
!�
� � refer to 5/A1:2 � Lot 4
« , � �' .._..... � � t • z tom* ♦. _ l0 i ;..•u"vrw+__n�aaa�ssr..n .r.:.•.�:•r ..::.. ccmems ^�,Cecr
��/ « / ; P posed storm % ! -{ A « t o
" 1 * • �� v Handicapped parking L � ,� �+ « � . � ;. .89 acres ' ,• � ;,�, : ��1
1� «* / ewer 8 sin refer to 1 /A1.2 1 ---a A . u •- Zone A -P
P
"ACA
s� �pt�
1 Crescent Point Ltd. CL
a .>
New parking
4�' .
lot light [A REQUIRED
/ ,t «« « e«. , /////,/ _ /,•"I.`r/J� � i♦ � -r r/ , C s 1
CL
R8 _ 3'_2 i2'
3 0R 1 storm
1 W
HC wer 18" }3 0
�
aJ
/I :• "/ / ` /�s f'o4le� ' J ~�. J A d , " f ., n'•. r - ? V
- 1
n / I • 13 -0 R 81-011 R -- I F ., - s ,;. i s 3i i N
cj IED
.. `� ��. `1..,• t a ..._.-_i•.�3 x�Sl
/ -
♦ , / ,r r 2.5 x2.5 .
- t Existin ^
! / 1
i storm. rate.. � 1 :
_ 3 0 R
/ s ✓ 4 , s :>
_ ��°'"" Existing rams
i Remove / 3 x 3 storm rate ■
O . ,. � , .. EVA 0
/ /,
/ ► \`♦ / ;. ! / existing curb ;F Existmg bike rack a
♦ /
/ Existingstorm : _ I Q r U
C �1
3 0 R I _
Repaint sewer 18" 3 -0 R
/ f
parking stripes
• ♦_, 1
/ \ ♦
�umpster enclosure, 17 �_.1! -• ,• ,,' ,, �
J '•✓ / refer to: 8/A1.2
\ 0 ;' • 7 g OCT i ����
O Parkin lot light,1 ■
♦ 2 typical of four ,
/ •�� \ New parking lot light \ J , ( LL STATION
N
t_ ,e p 9 9 I COLLEGE A ®. Revisions
/ 1 30 bu storag set c 3 -0 R
33 m.
Intd'ee res Icton 60- - - _ I ENGINEERING
I ■ Number Date
g a AAA 'free protection / Proposed storm
/ i . •
opEd headwall
• M. fencing, ref: 5/A1.2 sewer 12 «*
Curb inlet
♦ _ 4 _ _ ( O , - _ 09/09/10
. Review
Existing sanitary . *� .. _ — ST
<: sewer 8 \ • + ..� ST
ut II easement -�— —
10 ublic i - - `
t Point deed restriction _ _ •- : -- -
10 buildin setback (Crescent ) tY .- - - --- - _
,.,.t vol.
-4,02,(,p-172)-.,_ is � I -
S 43039'30"W 483.91
•..* REVIEW'D FOIF
.
Existing sanitary e ,
sewer manhole p R.. a , ..
°"* . • Phase line Tree protection 1� �+ ,
«,..,•-M,,,••• fencing, refer to5/A1.2.:.
_ 10' ublic utilit easement _ _ _ _ _ .�.�.,,..•�.�s- . �.... �anw. nn��wea.ee6 fencing,
_ _ _. _ _ — — — — — — — — 2��0 - + o act 0926
( p• )
til'n July 2010
• _. vol. 7402, 172 � OCT � � � �I� �- 1
Lot 6
G e ' f' i/
4 �
Gyy a > t y
5.68 acres_ - �UCur I'¢vio ^uit )=
Phase Four DEV'E�,OPM NT ��1�K�€�; I' ,r -
Zone C-1 ®ag�,� .- ..
0' PLATo,F ILE.1 ` o 150' 1.
Crescent Point Ltd. � I ,..,...
Plan North _ _....._.,. ...: ,... :>
:.
- SITE LA5' 15' 25'
do
ry Refer to: S RVEY Scale: V = 20'-0n
- of 21
i
I
D LANDS APE
LANDSCAPE ANALYSIS _ - IRRIGATIONA(� C ,DOTES
NEW. SITE LANDSCAPE PROVIDED
• f rm i
1. Contractor is res o ible , o modifying and expanding existing irrigation system to
Total site area. ---------------------------------------
10456 p
„ .75 225 • . n and t� provide coverage to.all areas of site.
, w uildi', 9 , P 9
63 S.F. Iia 1.5 caliper minimum at 3 J accommodate ne
Ulmus Crassifo
rr
E / - r each cano and non-cavo tree zoned separately from
' project area required: - - - - - - - - - - - - - - - - - - - - - - - - - 3,13; 12 above soil, container � � 2. Provide a bubbler, h ad fc�, ; pY canopy p Y ,
Points per prof q 37 Pts. Cedar Elm �`�
grown 8 to 10 tall nes.
1000 X 30 Pts. 9 (104,563 ) � � JE; � lawn and planting d zd.
3. Provide solid soda II arias disturbed by construction ,
1,02 . I..
_6 Pts
rots required: 50 1050 .
Streetscape po q 2.1 call er minimum at 7 i II be in lace nor to the start of an construction and will
, r _
Quercus Virainiana _. p � � 4. Protective tree ban, ars will p p Y
rivewa and 40 at P.L. of 20 site LO "
(235 road frontage minus 24 d y 12 above soil, container
Live Oak �' stru do is complete.
, r not be removed un I tori._ F p
les =171 - 50 X 300 Pts.. grown 8 to 10 tall
triangles ) 9 = �!
loose), or a
� 5. 100% coverage of oundco ;er, d corative paving, decorative rock (not o ),
4,163 Pts.
g The
Total landscape points required.
, � � .,perennial grass is,r uiret� in park ng lot islands, swales and drainage areas, the
f 50 /o of the required points (2182 Pts.)
(Note. A minimum o q p 1.5 caliper minimum at 2 75 150
.Pistacia Chinensis p
, � parking lot setback righty-oP way, and adjacent property disturbed during Arkitex i
must be canopy trees). P 12" above soil; container -
Chinese Pistache ruction.
- - - - r r const
grown 8 to 10 tall _
I!
streetsca a trees. 6 Trees protected b either a pressure vacuum breaker, a reduced
Required p - � 6: Irrigation system m st be p Y
(171 . 32)
pressure principle le 1 ck.flow device, or a double-check back flow device, and installed
T APE as per City Ordinan a 2394.
Studio, � C.
CAPE PROVIDED FOR STREE SCORIGINAL LANDS �,rr � !
• 2.1 caliper at 12 above 1 150 150 � !� .
Quercus Nigra p
7. All back flow devic must be installed and tested upon installation as per City
POINT container grown 10 v an Ave
SYMBOL NAME SIZE QUAN. P T POINTS � Water Oak soil, conta g 3U8 N. Bryan
VALUE to 12 tall Ordinance 2394.
-
Bryan,, TX 778 3
- Total of new canopy tree points
__ � Y !
F r 1,575 pts. _ _ P(979)821-2635
provided includingthe 50 Streetscape: /
Denotes existing 1 @ 6 cal. 2 300 600 (;
protected 8 cal. _ _ 4
trees prot 1 @
r
b barricade
Y � _
979 775
Indica Container grown 7 to 8 tall, 1 40 40 i : WWW.drklteX. OCn
-U Laaerstroemia �
C nes with a combined /
Pink Crape Myrtle, 3 to 5 ca Tree rotection
Prr � � p
caliper of 1.25 or more ` fencing, 5) 1.2
g ,
2.1 caliper at 12 above 7 150 1050
Quercus Niara r
soil; container grown 10
9
r Oak Curve Table i
Water /
to 12 tall C1 length _radius delta chord `bearing
;
r r r r
r 1 72 > _ o
3 al. cans, 24 tall 72 � , -_ 10 47 N 62015'45"E .233.23
`a Burford! Nana- 9 � 235.12. , 535.00 25,
rlex Cornut . .► _
rr
18 s read.'
_ 18 xWater
9 trees w/ an
ed p i�I
Total number of Streetscape trees proved Dwarf Burford Holly
olnts provided 1,650 pts. Plant 36 o.c:b.w. Oak. 2.1 in
Total streetscap p p � � I
/ I
in provided: 5,991 pts.
(5)
Water
Grand total of all new and existing
landscaping p
Oak:2.1 in
/
details
Note. Refer to A1.2 Site Details for planting � � ,
EXISTING SITE LANDSCAPE PROVIDED /
0 \
/ trblic
Yea �'--
///(6)1 .p ,
minimum at _ Cra eIia 1.5 caliper m 12 75 900 ♦
E Ulmus Crassifo 15'building setback
12 above soil, container g i Myr :1.5rr m ,�
Cedar Elm �
(Crescent Point deed ` 4 2
grown 8 to 10 tall / / �' N- 0 � S Elm: 6 in
restriction) . Ui/ (4) Cedar par
i din 9 s�
rr .. , � 9sP Elm: 1.5"
m Distichum ` 1.5 caliper minimum at 6 75 450 tba ck
r k nr
BC Taxodiu / / ,�
12" above soil, container
o
Bald Cypress � ♦ � nil �� -�► _
grown 6'to 8'tall
5Ea Aq
�ry
2.1"caliper minimum at 4 150 600 / Tree protection,, .
LO
Quercus Virainiana 1.2 / i i Ca
Live Oak 12 above soil; container fencing, ref. 5/A ♦ ♦
grown 8 to 10 tall 30 bulk storage setbacks Water Oak. 2.1 in _
g ♦� ♦ ♦ ' (Crescent Point'deed' P \ _ i _ Water ak: 2.1 in
- oc
restriction)
i
Pistacia Chinensis 1.5" caliper minimum at 1 75 75 Iib 5
P 12"above soil; container `- �. _ '9T •••'''P
ti
Chinese Pistache / �ai�' ♦ / i i' '�"-► _ ° F O� 'i
grown 8 to 10 tall
r r - 1
/13/2010
Total of existing canopy tree points.
Q/
provided including the 50'streetscape: 2,025 pts. / ��� 1
p 9 �a/ , / Post oak: 8 in I
Laaerstroemia Indica Container grown T to 8'tall, 9 40 360 a 4 o
C 3 to 5 canes with a combined ate/
Pink Crape Myrtle I - "
caliper of 1.25 or more a/
•tea � �,�,,`°""� „«-K~ / •. v ' �
/ 5 / ° I
al. cans With ha15 x
L
3 -33 1 33 .. _ o
Indica Clara 9 a .... , .. ... I -
Rapholepsis ,: . ,.. .. , . .. : ..: 1 I I
_ h _ � rte, ,�
d _ ._ --
. t and spread
_ _ _
_-, 5 nee . _ _ . mak, o
White Indian Hawthorne 9
t;
Ln
LI41
Q �
-. - it .. - � ..; .,.' .:. _. / . .,. _ _ : .. _ .
--{-�-�-{- ria 3 gal. cans, 24 tall 166 1 166
Ilex Cornuta Burford! Na / �.}.
w/ an 18" x 18"spread.
Dwarf Burford Holly
Plant 36" o.c.b.w,
0
t/1
3 Crape
a
Monte Vidensis 1 gallon cans planted 193. 0 _ 0 / O p
Lantana Mo ,
.. �' ,,' ' , � N� � M rtle:l.5" 2 Bald � -'
Trailing Rose-Lilac Lantana 24' o.c.b.w.
9 1 / ` max,. / Y y ress: I' X
r v
.5 .a E-
Live Oak: 2.1 rr i 1
Solid sod all lawn areas 0 0 ♦ / 1 /
LAWN Cynodon Dactylon / / 1 1 / m � 1
Common Bermuda Grass �" /
1 i
O
i
Li ustrum Texanum 5 gal. can, 36" tall, 7 10 70 / / ♦ 1 y /.d
I,
° a n n / 1 1 G� 1 C
O 18 x 18 spread
Wax-Ij-rum P / hro / ♦ ♦ _ 1 �" ...
c� 1 1 m
. 1.5
n
BC•
CL ti 1
o
/ �^ E u, b -
1/2 al. can planted 31 0 0 i , y�s1�aVxr °
Blue Fescue g p _ / 1 € „ M .n HC ` _
Festuca ovina Elijah Blue / ` - VAN `- i - O
♦ ♦ / E I
/ 1 i LO 1 N V
1 al. can planted 12 0 0 / w _ O
Mexican Feather Grass 9 p / E
- (3) Cedar 1 ^ �+
Nassella tenuissima at 24 o.c. / T ♦ Elm: 6" I
/ Elm:1.5" 1 m >
// ♦ ♦ ° �1NrOak N O >
i
Purple Fountain Grass 1 gaL can planted . 12 0 �cc% / / LOQ v 2IT
I
P.setaceum"Atropurpurea" at 24 O.C. �ay1ry,
Y
�` �' /♦
J_*
♦ i Live Oak: 2.1'r
-_
Grand total of all existing landscaping provided: 4,304 pts. JQ �. ! /
WrOak: 8 \ I •0
° i c C
l
/ / ♦ ♦ /� % / j 1 1 I HC HC LO / W V
Remove trees and , / 1 / ` _ / I I
/ 1 I \ � �- � L N � t/1
brush this area / / t / / I aJ
LO / I I .r
Oak. 12 �PO: 14" :� � �
j 0 ^^
i •- {� U
Rt
-Live Oak: 2.1 / ` rr ` LO
�' >_ / /' \ / LO \ Elm 10 / / EI :10 -�
r /
Q.
/ ♦ \ IIs 10,
h. Pest.: Chinese 1 i
1.5" Pistache:1.5rr 1
/ ♦ I \ i \ t Revisions
♦ / 1 j 30 bu storag set c _ _ ..L �1Nr�ik
/ - - - - - - - - L
11rin - - - - - - - - - 1 (C s n int Mee res !ct n}- Number Date
1-5a4e zrs / T :
trees as possible in this area \ /, / `
_ ..REVIEWED
% Tree protection 1 i 1 �'� i Revie �; .08/13/10
% Chines I -
''1 _ h sin Review 2 09/09/10
_ _ _ _ _ _ � ♦ > fencing, ref: 5/A1.2 �
/ ♦ / Pistac e: c� i
Bald
- _ C press_1.5" _ - - - - - - - -`
10' buildin setback (Crescent Point deed restriction) _ 10 public utility, easement _ _ _ _ _ _ _ _ _ - _ _ _ - - 1. 010
�--- - - - .a,
(vol. 7402, .172) Cedar Elm: 1.5" -
r Elm: 6rr r rr , (5) Cedar Elm: 1.5" ,g
S 43°39 30 W 483.94 4 .
Pin oak: 38rrLI 91 IIT
Post oak: lorr
DEVELOPMENT SERVICES
- PLAT EILE��o_
12Lpublic utilityject 0926
-- "� ol. 7402, p. 172) ! itr. I July 2010
5 -
- -
Q..
01 10 20 5Y,
Plan North :03,
LANDSCAPE PLAN 5' 15' 25'
ti Refer to: rvey Scale: l' = 20'-0°
of 21
I.
LZ3o
„0 -,OZ = l :ale:)S A Munn :o; aaja}j ti
i
NbId 311S
OS .OZ .OL A
41JON eld
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r tree / outside of dripline
4" square steel post with closure plate 18" to 24° Revisions
minimum
welded to top. Set in mininimurn 3 - I - --
0
p
deep x 12 diameter concrete footing Number Date
x 0 b�
f X 7 / A1.2 Galvanize all
exposed steel Drip line of tree —E 21/2" diameter galvanized steel pipe column
Concrete block walls 6' metal "tee posts" set in concrete footing. Providegalvanized steel cap welded to top
4' construction ai I 1. of pipe.
o fencing fabric N I 1
1/4 . galvanized steel plate o I ,1
Concrete pier, 1,+ x 3" M o ( I I All characters must be
typical Holes for cane bolt Finish grade 60" minimum above d
E J nimum e grade
} M or sidewalk. Project 0926
/4 galvanized steel plate
1 $"� July 2010
3" x 3" each. Epoxy
Co 811 anchor to slab. 14 -0
I II
Anchor bolts 8'-0" maximum
811 .8" post spacing , /� Al ot/
2
DUMPSTER PLAN SECTION AT STOP - TREE PROTECTION FENCING HANDICAP SIGN �t •
Refer to:1 /A 1.1 Scale: 1 /4"=1'-0" Refer to:1 /A1.1 Scale: 1 /4"=1'-0" Refer to: 1 /A1.1 Scale: 3/4"=1'-0"
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