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/ EXISTING SHARED ,,,LW PS SKEW
`3W ACCESS DRIVEWAY P 'ice
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aw vL �`y�
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SIDEGF pNN 9SP-5W' " \"<y, aP- K WX O ..
OPY 27'•4" EXISTING
THROAT DEPTH POOJcy �' p1A1
'VON
• W �7 �O(+y ` / 5�" E , 6.64 - , •1�
"FLARE LANE"
\ �,.�CC1CJ�` o1R•O•' DESIGNATED SIGN ..n3. %. 'C�% .`..; N •�.`^ I I;,
14 Li 4P \ i1 OFC �. \ ` / � '• ?a
70 LF. OF 2"TYPE iC � � pjC�C �` •�l -r ... ° ,a � 11'-0" � �� ', I '�G
BENCHMARK = 294.50' \ 6\ Fil " I ." " , I I \ \�� J I N
SQARECUTLIGHTSTANDARD ' g /� s R49' I °�a, I ( 25'.6., I~``.._.`\ �'+,.� ` �I, IY m Z
SANITARY SEWER MANHOLEI"\ H O
SERVICE TAP -F/L-284.85' /� B /-- Z I .1 I O
74'-11"
;rcn
W
WATER METER BANKLn
GSECr / / � I � � xwI, � \�` \` \\` ` ,�•�' I \ 1t2c5„1
/ !a i" PHASE 1 (DOMESTIC 1,511-11-00/ p
. I 21,-T'
WATER METER
S" PHASE 2 DOMESTIC WATER METER02
1" IRRIGATION WATER METER / i,. / p I
08[y���\ BLOCK 2
N m
�� '• w
PHASE 1 &PHASE 2 I I 4 �S \\\ •r \ F- ( L....1 •�' •�\ \\ .1\,` \ ( I 00
0
SEWER -LATERAL LINE {u I -
193 LF. OF 6"p SDR 26 (I • a I r \ \ v I ! `� �,, `` ��.-_._. (L._
ASTM D 3034 PVC PIPE
@ t -1.0 % (MIN.) B
e \ c I I o W
N
CLEANOUT #1- oo (G� -
STA48+00 I lfl � r ILEI \ �
F/L=±285.33' I ° SX51SW
1W ( \ `\ •� z
F� PHASE 1 BUILDING I I 9110
' - I'I I ��t o o
w
PROPOSED (I F.F. = 295.251. ( \I I (v 9 ..N
HVAC LOCATION B . 4' X 30' BIKE RAMP PAD �,pOQ'
w/ 6' BM RACK ( EXSITENG STORM vq'rp, I Q
' 4" Thk., #3 REBAR @ 12" o.C.B.W. SEWER MANHOLE I r.[�'.. C •.��'.'^.... ,�g� (I
.: 4'X4'SW
CLEANOUT #2 \ ,�%- �`5' REAR SETHACK I -
STA 1+O1 I EXISTING DRAINAGE L
F/L = x285.86' H AREA IMET'GRATE
Oil Mi
' I EXISTING ELEC. r` _
5'-6" e ' I TRANSFORMER S 43_41'37" W 15b.01' "h1EASURED _
TEL PHASE I ELECTRI (APPROX.) 1/2 S 43'391'30" W 4150.00' PLAT CALL
_ 1127 LF. OF DBL 4"O SCH. 40 PVC RO FCH/ROLA 10'
UGE UGE- UGE- U UGE- GE UGE- UGE- G OUND,CM UNPLAITED PROPERTY POE.
e ZONED A -O
.a q.e y, • 4'$IDBV!1AL$ .,a. I / GF'I -
n v
M I 19
DOMED SIDEWALK
219 4 I I 20, RAMP / Rea' / I I LOT SURVEY
(TYP.) OE
- SCALE: 1"=40'
9'
24' IS VO EO' F00 c
(6" CONCRETE PAVING) 24' BGBC
PHASE 2 ELECTRICAL CONDUIT J00 _10
170 LF. OF DBL 4"0 SCH. 40 PVC
Tt
L�
O
a
16 ( �b
_ PHASE
PHASE 2
22'
., Qr
CLEANOUT #2
STA 1+93
F/L = 1286.78'
�I
51'-6"
96 LF. OF 2' WIDE CURBED 4;
DRAINAGE CHANNEL @ -2.0%
'=I
\ oo C
PHASE 1
e ( I PHASE2
PEIASE'2 -4' SIDEWALK' I I 12'
• a' PHASE C
A 12'X ITTRASH BIN I rn
w/ & CEDAR PRIVACY FENCE
C I
b " I
°: c
2 BUILDING g I I I 73
- 291.50 5C.Y. OF 4"Q- 0
WHITE ROCK( LL) i
e ( I
.a
PHASE2
10X12'7RASH BIN I
28'-11" '0 w/ 6' CEDAR PRIVACY FENCE
5' ry 15' BUILDING SET'f9c-K -
10'P.U.E- -
O' 4' AREA DRAINAGE INLET BOX #1 8 LF. OF STORM PIPE
Q EXISTING 30" HDPE STORM PIPE
5-4" STORM MANHOLE #1 - -
8 LF. OF 18"0 HDPE
STORM PIPE 3'-8" 74'-2"
12'-4^
SITE LAYOUT
SCALE: 1'= 20'
& CEDAR PRIVACY FENCE
w/LOCWNG GATE
(12'X 12' TRASH BIN)
15
2•-6..
T DRAINAGE FLUME
3'
24'
- TRASH DUMPSTER PAD DETAIL
SCALE: 1/8" = 1'
PHASE 2 -STD. 611=13 OX #2
PHASE 2 - STORM MANHOLE #2
5' 3"
N--20'- 1" 20'-6"
6'-7" 1 5,-7"
v�
O
ovsco,PO P�P1'
PHASE i
i
LOCATION MAP
SCALE: 1"= 3,000'
LEGEND
S.PROPERTY LANE
® EXISTING EASEMENT LINE
BUILDING SETBACK LINE
- -- - 262 -- - -- EXISTING CONTOURS W
262 PROPOSED CONTOURS
S/F EROSION CONTROL FENCE (SILT) W
10S EXISTINGIO"SAMTARYSEWER LINE z
8W EXISTING 8" WATER LINE
6S PROPOSED 6" SANITARY SEWER SERVICE LINE ^
WTR PROPOSED 11 SERVICE TAP - TYPE TQ COPPER v
PHASE 1 1W PROPOSED 1" WATER SERVICE LINE z
E EXISTING OVERHEAD POWER LINES uj
PHASE 2 UGE UNDERGROUND ELECTRIC LINES
•
EXISTING SANITARY SEWER MANHOLE
EXISTING STORM SEWER MANHOLE
PHASE2 SANITARY SEWER CLEANOUT
TEL TEL - PROPOSED UNDERGROUND TELEPHONE
At PROPOSED 4' AMERICAN DARLING FIRE HYDRANT
PROPOSED 2" WATER METER & BOX LOCA71ON
PROPOSED OVERHEAD LIGHTING
HANDICAP PARKING SIGN LOCATION
u
PHASE DIAGRAM
...,__.SCALE: 1"=40'
SOLID WASTE DISPOSAL:
1. A 12'X 12' METALTRASH BIN SHALL BE LOCATED IN DESIGNATED AREA WITH A 6' PRIVACY M
FENCE WITH GATE. THIS TRASH BIN SHALL BE UTILIZED BY BOTH BUILDINGS. W
UNDERGROUND ELECTRICAL: � �.
1. OWNER SHALL PROVIDE 2 (TWO) 4" SCH. 40 PVC CONDUIT'S TO EACH BUDDING FOR Q
ELECTRICAL SERVICE. THE CITY SHALL PROVIDE AND INSTALL ELECTRICAL WERE FOR N
SERVICE. ujI
FOUNDATION & BUILDING CONSTRUCTION:
1. FOUNDATION AND BUDDING DESIGN AND CONSTRUCTION ARE TO BE PROVIDED BY ,J A,. O L
OTHERS. AND ARE NOT INCLUDED IN THESE DOCUMENTS.
DEMOLITION / CONSTRUCTION WASTE: ob L4L I�
1. CONTRACTOR SHALL PROVIDE CONTA04MENT FOR WASTE, PRIOR TO, AND DURING, ^ Q
DEMOLITIONloft
NOTES:
GENERA / CONSTRUCTION. SOLID WASTE ROLLOFF BOXES/ METAL DUMPS1•ERS SHALL IQ
L- BE SUPPL®BY CITY OR CITY PERMITTED CONTRACTOR(S) ONLY. 'A
1. ESTABLISHED BENCHMARK ELEVATION FOR EXISTING & PROPOSED ELEVATIONS AND W N
Z
CONTOURS IS THE SQUARE CUT IN THE TOP OF THE LIGHT STANDARD AT THE NORTH SITE CLEARING AND GRADING: 41y Q Lu V
WESTERN PROPERTY CORNER BENCHMARK = 294.50' 1. SITE PREPARATION: CONTRACTOR SHALL CLEAR AND GRUB DESIGNATED AREAS OF ALL a
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL TOP SOILANDORGANIC MATERIAL- TOP SOI. SHALL BE STOCKPILED ONSITE AT A
EXISTING UTILITIES. AT LEAST 48 -HOURS PRIOR TO BEGINNING CONSTRUCTION, THE LOCATION DESIGNATED BY OWNER Q J ,A
CONTRACTOR SHALL. CONTACT DIG TFSS @ 1-8003448377. 2. ALL AREAS THAT ARE FOUND TO BE'PUMPING' OR'SINK-HOLES' OR NOT TO BE IN ORIGINAL Q 4 YO/
3. AIT. CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF COLLEGE STATION UNIFIED - UN-IXCAVAIED COMPACTED STATE, SHAT t BE RITROVID AND REPLACED WITH SELECT , `.
DESIGN GUIDELIucnON.NTE AND SPECIFICATIONS FOR WATER, SEWER, DRAINAGE AND STREET FDL-, COMPACTED PER PROJECT SPECIFICATIONS. V U
. CONSTRUCTION. TESTING SHAH HE PERFORMED IN ACCORDANCE WITH 7'FRE CTYS
STANDARDS. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY FNGINEEERS
OFFICE PRIOR TO START. STORM WATER MITIGATION NOTES: (�
4. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SAFETY. CONSTRUCTION I. CONIRACTOR/OWNER IS RESPONSIBLE FOR FILING A NOTICE OF INTENT M
'DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY CONT A CONSTRUCTION. (NO8 WITH TCEQ iY
5, LOCATION OF EXISTING BURIED UT THATIES, WHERE SHOWN, IS APPROXIMATED HECONSUONLY. PRIOR2. THE CONTRACTOR TS RESPONSIBLE FOR ALL STORM WATER POLLUTION PREVENTION
OTHER LTCIIDIFS MAY BE PRESENT' THAT ARE NOT SHOWN ON THE CONSTRUCTION
DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO
OF ALL BURIED UTILITIES. PREVENT THE TRANSPORTATION OF SEDIMENT FROM THE PROJECT SITE.
6. THE PROPOSED BUILDINGS AND ASSOCIATED DIMENSIONS SHOWN HEREON WERE PROVIDED 3. ALL STORM WATER PRODUCED FROM THIS SITE GENERALLY SHEET FLOWS OVER
BY OWNER. GRASSLAND AND PAVED AREAS FROM NORTH 10 SOUTH AND IS COLLECTED VIA
7. THE SUBJECT PROPERTY IS CURRENTLY ZONED AP ADMINISTRATIVE PROFESSIONAL TWO AREA INLET GRATES AND THUS CONVEYED TO THE EXISTING REGIONAL
8. THE SUBJECT PROPERTY DOES NOTIJE WM-III THE LIMITS OF THE 100 -YEAR DETENTION POND FOR THIS DEVELOPMENT.
FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL
MANAGEMENT AGENCY: MAP NUMBER 48041CO161C, EFFECTIVE DATE JULY 1992. OF ALL LIQUID AND SOLD WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR
9. THE METES AND BOUNDS DESCRIPTION AND ALL SHOWN EASEMENTS HEREON WERE SHALL USE ALL MEANS NECESSARY TO PREVENT 111E OCCURRENCES OF WIND BLOWN
PROVIDED BY KERR SURVEYING, FEBRUARY 2007, AND ESTABLISHED BY THE CRESCENT LITER FROM THE PROJECT.
POINT, PHASE 1 PLAT (VOL 6880, PG. 188)
10. ALL SIDEWALKS AND RAMPS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WrIH AAA !� N
(AMERICANS WITH DISABILITIES ACT) AND T:A:S.(TEXAS ACCESSIBILITY STANDARDS) _' PARIUNGANALYSIS: W Q
REQUIREMENTS AND STANDARDS, 1. PARKING ANAI;YSIS &'REQU6iEdFNTS: ' _. N I LI I W -
11. LANDSCAPE DESIGN AND ANALYSIS CAN BE FOUND ON SHEET L-1. IRRIGATION PLAN CAN BE REQUIRED PARKING SPOTS: 1 oer 200 S.F. of OFFICE BUILDING
FOUND ON SHEET L-2. PEiASE 1 BUILDING: 4,190 S F. = 21 PARKING SPOTS Q
12. ALL CURB RADII SHALL BE 1' FROM BACK OF CURB UNLESS NOTED OTHERWISE. PRASE 2 BUDDING: 3,200 S.F. = 16 PARKING SPOTS a
13. ALL DIMENSIONS SHOWN ARE MEASURED FROM BACK OF CURB UNLESS NOTED OTHERWISE. a
14. ALL GROUND AND ROOF MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM TOTAL PARKING SPOTS PROVIDE): 37 PARKING SPOTS F
VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM PUBLIC RIGHT OF WAY OR RESIDENTIAL - PHASE 1 PARKING SPOTS = 29 (INCLUDES 2 HANDICAP SPOTS (1 VAN))
DISTRICT. - - PHASE 2 PARKING SPOTS = 8
15, CONTRACTOR SHALL HYDRO -MULCH SEED TO PROMOTE GRASS RE -GROWTH To ALL AREAS 2. PARKING LOT SHALL BE 6" THICK REINFORCED CONCRETE WITH #3 RERAR (GRADE 60) AT C)
THAT HAVE BEEN DISTURBED BY CONSTRUCTION. Q O
12" ON CENTER, BOTH WAYS. W a
16. ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM 3EW . CONCRETE SHALL BE 3,000 psi AT 28 DAY STRENGTH. CONTRACTOR IS RESPONSIBLE FOR (/� Z V
VIOR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT OF WAY OR MAINTAINING SLUMP DURING PLACEMENT. (5" SLUMP MAXIMUM) F -
RESIDENTIAL DISTRICT WITH -IN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE 4. CONTRACTOR SHALL. CONTACT ENGINEER PRIOR TO PLACEMENT. W O N C
FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH BUILDING 93N W O N
ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. � � � L.% � C4
17. OWNER SHALL PROVIDE A KNOX BOX FOR FIRE DEPARTMENT ACCESS.
WATER & SANITARY SEWER LOADINGS: N OAVERAGE MAXIMUM ui J W m
I. WATER DEMAND AND SEWER PRODUCTION:
PHASE n
WATERT PHASE 1 BLDG: 5 GAUD Y. GAUDAY. 100 GALJDAY L 0� N ZO IL
SEWER: PHASE 1 BLDG: 5 GALJDAY. 45 GAL/DAY. 90 GALJDAY r
PHASE 2 (FUPURE)�/(i"/
WATER: PHASE 2 BLDG: 5 GAC/DAY. 50 GAUDAY. 100 GALJDAY `� �
SEWER: PHASE 2 BLDG: 5 GAL/DAY. 45 GAUDAY. 90 GALJDAY .�� OF a ► I I~ Y Q
SITE EL.ECTRICALNOTES: DEVELOPER .'��PtE'. 'TFrgsi�,, o O v~i
1. DE'VELOPERINSTALSCONDUIT PER CITY SOECSAND DESIGN. DOWNING DEVELOPMENT CO. >f, �( �q. j W
2. CITY WILL PROVIDE DRAWINGS FOR CONDUIT INSTALLATION. 3399 WICKSON COVE t *: ,,,,,,,,,,,,,,,,•,•:•*I . �1�
3. DEVELOPER TO INTERCEPT EXISTING CONDUIT AT DESIGNATED TRANSFORMERS AND I V
MCIE !D AS REQUIRED. BRYAN, TEXAS 77808 � JOE L GATnS ; coi W
4. IF CONDUIT DOES NOT FUST AT DESIGNATED TRANSFORMER, DEVELOPER SHALL FURNISH (979) 412-1516 # 90964 to j
AND INSTALL CONDUIT AS SHOWN ON ELECTRICAL LAYOUT. 4f -moa' : Q: ♦ I'-
5. DEVELOPTRANSFER INSTALL METER/SERVICE LOCATION AS CLOSE AS POSSIBLE TO ,I'O.c�, �C E N . •''�a`��� O Q
6. SERVICE WIRE TO BE FURNISHED AND INSTALLED BY COLLEGE STA71ON IT I IDES. OWN E R I s JON EAG .J V
J & S STUDIES
3201 UNIVERSITY DR., EAST STEA475 *WWBVJOE G.
BRYA, TEXAS 77802
(979) 774-5933 ATE: MAY 2007
SCALE: NOTED
PROJECT#: GEooiom-w-8
�AoD 5
zf,
C2
N
in
rn
v�
0o y
z�
U
o
ti
W
0
V
0
W
O
A;
C2
SITE LAYOUT
SCALE: T=2.,
LANDSCAPE POINT CALCULATIONS (Phase 1)
STREETSCAPE:
136/50) X 300 PTS.=816 PTS.
136/25=5.4 CANOPY TREES
POINTS PER PROJECT AREA
34,705 SQ.FT.OF SITE AREA
34,705/ 1,000=34.70
34.70 X 30=1041 PTS.REQUIRED
TOTAL POINTS REQUIRED=1,857
BOTANICAL NAME mMMON NAME C17P DTc TnTe1
5 LAGERSTROEMIA INDICA
CREPE MYRTLE
15 GAL,
40
200
15 NANDINA DOMESTICACOMPACTA
COMPACT NANDINA
5 GAL.
10
150
4 PTTTOSPORUM TOBIRN VARIEGATA'
VARIEGATED PITT.
7 GAL.
10
40
29 RAPHIOLEPIS IN DICA
INDIAN HAWTHORN
5 GAL.
10
290
5 QUERCUS VIRGINIANA
LIVE OAK
30G. 2.1"
150
750
4 ULMUS CRASSIFOLIA
CEDAR ELM
30G. 2.1"
150
600
4 ULMUS PARVIFOLIA SEMPERVIRENS
LACEBARK ELM
30G. 2.1"
1501
600
V
Z
COO
N
V1
T
40
W
W
H
•
Z
ZO
0
4 PTTTOSPORUM TOBIIA' VARIEGATA'
0
Z
U
10
W
13 RAPHIOLEPIS INDICA
INDIAN HAWTHORN
5 GAL.
10
Al,
N
w
d
150
600
W
x
m°
O
Q
G N
TOTAL 2630 W
'+ CC Z
®
LANDSCAPE POINT CALCULATIONS (Phase 2) q �i a ~
POINTS PER PROJECT AREA V ~ Q n
10,527 SQ.FT.OF SITE AREA
Z
34,7051 0.52X 30003151PTS. 0.52 W 'uj O u% O
MIN.POINiS REQUIRED=800 45;an W U
BOTANICAL NAME COMMON NAME SIZE PTS. TOTAL x Z -1 w
1 LAGERSTROEMIA INDICA
CREPE MYRTLE
15 GAL.
40
40
16 NANDINA DOMES71CACOMPACTA
COMPACT NANDINA
5 GAL.
10
160
4 PTTTOSPORUM TOBIIA' VARIEGATA'
VARIEGATED PITT.
7 GAL.
10
40
13 RAPHIOLEPIS INDICA
INDIAN HAWTHORN
5 GAL.
10
130
4 ULMUS PARVIFOLIA SEMPERVIRENS
LACEBARK ELM
30G.2.1"
150
600
LLA 10
j �u�
y
y W m
cc
oa*12
V
TOTAL 970
z
11a
W
a
Q
v
= �,�� OF
JOE t. cATTIS
40 0 90964 r i
,isSS NA �G\�
D WN BY: d JOE G.
ATE: APRIL 2007 �_�
SCALE: NOTED
PROJECT #: GE0130024)3.10
o-
ral
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It
co
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ri
r-
0
0
N
N
m
1
A3
3 South
Level 2
10'-0"
Level 1
0'-0"
Level 1
. 0' o„ 7
n
rn
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i 3-I
'O o
An
NT
co
n
� o
n 4-c
9 1/4" = 1'-0"
5-c
1/411
/4" = 1'-0"
North
1/8" = 1'-0"
West
1/8" = 1'-0"
_ Level 2
10'-0"
_Level_ _ 1 n
Level 1
1/8" = 1'4"
A2
01
NT
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EXISTING SHARED
aW ACCESS DRIVEWAY O
niROAT DEPrHG SID
�� 1+ �° M0-5
R�0
��� 400 VY • D "FIE LANE' " 6 353r ti 6.64 p
Cj OI R, DESIGNATED SIGN e - e nOi). N 2 / :•
095
70 LF. OF 2^TYPE 4C $ a ?:. IVA' �• b; AG
CAPPER SERVICE TAP . "<I�"
BENCHMARK =294.50'CUT IN� ay � \ \} II tai
cq
LIGHTUSTANDARD R49' \ �'F. I a d
_ I'�^ p
SANITARY SERVICE TAPEF/L=284.85' �- ! / / / .. I I \� I �� \ \ I I V H O
N \\ \ \ \\ Q
WATER METER BANK _.�D
& !"PHASE 1 DOMESTIC WATER MEER ' �/ r 21'-7" \\ pp
23 10" • I ( 1" MMGAMON WATEC WATER METEi / �. / / I i - I I \ V
(�p.�p� 1"IRRIGATION WATER METER .ILJI
+'„'s iii I I I R 1-0 o I B\CK2 SIN N
��- v
zz
Cl_ 54
PHASE I & PHASE 2
�u oJJ99
_...... SAN. SEWER LATERAL LEVE _.. - ___. ..
193 LF. OF 6"0 SDR 26 Ito I a - - -_ I .. _ _ �\ �._. o ...
ASTM D 3034 PVC PIPEI:..
@,•-1.0%(MIN.)
$ m
CIFANOUT#1 mr ul
STA 48+00 I (A .r ' ( cli
F/L=-285.33' (lW i 5'XNSW I \ \ �- y I Ra O
II 9I'
74' -II" I I PHASE 1 BUILDING I I I \` _ -� \ ( 0 0
ED 4 0
HVAC
PRLOCA�TION F.F. = 295.25'
!A .. ' X SO' BIE RAMP PAD
w/ G BIKE RACK I EXSSTING STORM •lp,
ffi 4" Tc., #3 I SEWER MANHOLE I ~'fp,{-y yAO.C.B.W. _ I q
ICLEANOUT #2 I 4' X 4' SW I
STA1+01 I L - REAR 5-
F/L =:t28536? I I T:. ... I EXISTING DRAINAGE
.IL. AREA INLET GRATE -
V -6- EXISTING EIEC.
TEL TRANSFORMER S 43.41'37" W IR6nV URED
PHASE 1
PHASE 2
Q ONN
tlasps
.0
PHASE 1
PHASE 2
PHASE 2
Z
LOCATION MAP
SCALE: 1'= 3,000'
LEGEND
PROPERTY LINE Z
EXISTING EASEMENT LIVE
BUILDING SETBACK LINE ry
- - - 262 - - - EXISTING CONTOURS W
262 PROPOSED CONTOURS
SNF EROSION CONTROL FENCE (SILT) W
10S EXISTING 10" SANITARY SEWER LINE
8W EXISTING W WATER LINE z
6S PROPOSED 6" SANITARY SEINER SERVICE LINE n
WTR PROPOSED 1 i SERVICE TAP - TYPE W COPPER v
1W PROPOSED V WATER SERVICE [AVE - Z
E EXISTING OVERHEAD POWER LJNES
UGE UNDERGROUND ELECTRIC LIVES w
OO EXISTING SANITARY SEWER MANHOLE
0 EXISTING STORM SEWER MANHOLE
SANITARY SEWER CLEANOUT
TEL TEL - PROPOSED UNDERGROUND TELEPHONE
PROPOSED 4' AMERICAN DARLING FIRE HYDRANT
^® PROPOSED 2" WATER METER & BOX LOCATION
PROPOSED OVERHEAD LIGHTING
-+�-V HANDICAP PARKING SIGN LOCATION
N
O
H h
n
„ O
E NECESSARY COMPONENTS FOR CONSTRUCTION SAFELY. IS RESPONSIBLE FOR FILING A NOTICE OF 94UM (NOT) WITH TCEQ
5. LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATED ONLY. PRIOR TO CONSTRUCTION.
� M
(!p JGE w/ 6' CEDAR PRIVACY FENCE
(
O H�
U ge W
2. THE CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER POLLUTION PREVENTION
CONSTRUCTION2.
DRAWINGS.
W
u7
v
I
ac
0
(12 X 12 TRASH BLV)
W C5
THE CONTRACTOR SHALL E RESPONSIBLE FOR LOCATING. AND PROTECTING AS OCIATED WITH THIS PROJECT. THE CONTRACTOR SHAH. USE ALL MEANS NECESSARY TO
OF Ail, BURIED UTILITIES.
�PFIASE 1 ELECTRE (APPROX) I/2p7C \ S 43'391'30" W ' 150.00' PLAT CALL 1., I SOLID WASTE DISPOSAL:
- 127 LF. OF DBL 4"{b SCH. 90 PVC ROD P H1R07Y
J 1. A 12' X 12' METAL TRASH BIN SHALL BE LOCATED IN DESIGNATED AREA WITH A 6' PRIVACY
UG -E ------ME- U UGE- GE UGE- UGI- GL� OONp, UNPLATTED PROPERTY IO P,UE. FENCE WITH GATE. THIS TRASH BIN SHALL BE UTILIZED BY BOTH BUILDINGS.
ZONED A-0
4'smlvuAll� ..,;. AGE UNDERGROUND ELECTRICAL: Lu
DOMED SIDEWALK to I. OWNER SHALL PROVIDE 2 (TWO) 4"SCH. 40 PVC CONDUITS TO EACH BUILDING FOR
RAMP ELECTRICAL
SERVICE. THE CITY SHALL PROVIDE AND INSTALL ELECTRICAL WIRE FOR 0
2(Y R281 SERVICE. iA
LOT SURVEY PHASE DIAGRAM FOUNDATION & BUILDING CONSTRUCTION: V
SCALE: 1" = 40' /yr
- - - TLYP.).y- _ SCALE: P = 40' 1. FOUNDATION AND BUILDING DESIGN AND CONSTRUCTION ARE TO BE PROVIDED BY rL Z ((I
���� . _.. OTHERS. AND ARE NOT INCLUDED IN.THESE DOCUMENTS: - ; ®
III 9' T/p� -
DEMOLITION /CONSTRUCTION WASTE: (� pa `a F-
24' t8 24' BC -BC / py ��OFO I I 1. DEMOLITION I CONSTRUCTION. SOLID CONTRACTOR SHALL PROVIDE CONTAINMENT
ROLL OFOR ! BOXES / METPRIOR TO,LD DURING,
ERS SHALL
I (6" CONCRETE PAVING) �CC1"oy • �, GENERAL NOTES: Z
BE SUPPLIED BY CITY OR CITY PERMITTED CONTRACTORS) ONLY. U " 0 /A
PHASE 2 DEL 4v0 SL CONDUIT JGE 1 I L ESTABLISHED BENCHMARK ELEVATION FOR EXISTING & PROPOSED ELEVATIONS AND SITE CLEARING AND GRADING: O VWJ O
I S 170 LF. OF DBL 4"{d SCH, 4p WC _ I CONTOURS IS THE SQUARE CUT IN THE TOP OF THE LIGHT STANDARD AT THE NORTH
V z�z WESTERN PROPERTY CORNER BENCHMARK = 294.50' '�A/�
S 1. SITE PREPARATION: CONTRACTOR SHALL OIL SHALL
H AND GRUB DESIGNATED AREAS OF ALL � �/r
¢� I 2. THE CONTRACTOR SHAW BE RESPONSIBLE FOR VERIFYING XIII✓ LOCATION OF ALL TOP SOIL AND ORGANIC MATERIAL TOP SOIL SHIM i BE STOCKPILED ONSITE AT A
EXISTING UTILITIES. AT LEAST 48 -HOURS PRIOR TO BEGINNING CONSTRUCTION, THE LOCATION DESIGNATED BY OWNER. J fA
16' I GF' \ CONTRACTOR SHALL. CONTACT DIG TESS @ 14 W344-8377. 2. All AREAS THAT ARE FOUND TO BE'PUMPING' OR'SINK-HOLES' OR NOT TO 8E IN ORIGINAL Lu V I
6' CEDAR PRIVACY FENCE 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF COLLEGE STATION UNIFIED UN -EXCAVATED COMPACTED STATE, SHALL BE REMOVED AND REPLACED WITH SELECT Q 4 t , , O
w/LOOKING GATE DESIGN GUIDEL NES AND SPECMCA17ONS FOR WATER, SEWER, DRAINAGE AND STREET u j
PHASEI JGE :\ - PHASEI
PHASE 2
CONSTRUCTION TESTING SHALL BE PERFORMED IN ACCORDANCE WITH C THE CCIYS FELL, COMPACTED PER PROJECT SPECIFICATIONS.
PHASE 2 • ' e .. .. y .r :.. PHtr+SE2 -4' SIDEWALK' I STANDARDS. All. CONSTRUCTION SHALL BE COORDINATED WITH TtIB CCIY ENGINEER'S
OFFICE PRIOR To START. STORM WATER MITIGATION NOTES: v+ V
12' 4. THE CONTRACTOR IS RESPONSIBLE FOR All. CONSTRUCTION SAFETY. CONSTRUCTION
22 III s . PHASE 1 I DRAWINGS DO NOT WO I CO
CLEANOUT #2
STA 1+93
F/L = 1286.78'
MRACTOWOWNER
• 12' X 12' TRASH BIN
E NECESSARY COMPONENTS FOR CONSTRUCTION SAFELY. IS RESPONSIBLE FOR FILING A NOTICE OF 94UM (NOT) WITH TCEQ
5. LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATED ONLY. PRIOR TO CONSTRUCTION.
� M
(!p JGE w/ 6' CEDAR PRIVACY FENCE
(
2. THE CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER POLLUTION PREVENTION
CONSTRUCTION2.
DRAWINGS.
I
(12 X 12 TRASH BLV)
THE CONTRACTOR SHALL E RESPONSIBLE FOR LOCATING. AND PROTECTING AS OCIATED WITH THIS PROJECT. THE CONTRACTOR SHAH. USE ALL MEANS NECESSARY TO
OF Ail, BURIED UTILITIES.
PREVENT THE TRANSPORTATION OF SEDIMENT FROM THE PROJECT SITE.
6.
OPRROP ED ER
BUILDINGS AND ASSOCIATED DIMENSIONS SHOWN HEREIN WERE PROPROVIDEDOVID3WNER.. ALL STORM WATER PRODUCED FROM THIS SITE GENERALLY Y SHEET FLOWS OVER
GRASSLAND AND PAVED AREAS FROM NORTH TO SOUTH AND IS COLLECTED VIA
7. THE SUBJECT PROPERTY IS CURRENTLY ZONED AM ADMIMSTRATNE pROFESSIONAL"• TWO AREA MET GRATES AND THUS CONVEYED TO THE EXISTING REGIONAL
8.
THE SUBJECT PROPERTY DOES NOT LLE WITHIN THE LIMITS OF THE 100 -YEAR DETENTION POND FOR THIS DEVELOPMENT.
..
4.
I
I
,:..
15'
_... FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY AND PROPER
MANAGEMENT AGENCY: MAP NUMBER 48D41C0161C, EFFECTIVE DATE JULY 1992. 4.. 5�:�.�
SHALL BE RESONIBLE RWITH
THE ECCT.
pLIQU�m
• •
)
AND SOLID WASTEpASSSOCIATEDCTOR
OOFEALL THIS PROJTHE CONTRACTNT
9. OR -
9. THE METES AND BOUNDS DESCRIPTION AND ALL SHOWN EASEMET CS HEREIN WERE SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCES OF WIND BLOWN
•�:
I I
I
PROVIDED BY KERR SURVEYING, FEBRUARY 2007, AND ESTABLISHED BY THE CRESCENT LITTER FROM THE PROJECT.
POINT, PHASE 1 PIAT (VOL 6880, PG. 188)
51'b" 1 PHASE 2 BUILDING of 10. ALL SIDEWALKS AND RAMPS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH ADA
F.F. = 291.50' I 73' (AMERICANS WITH
DI STANDARDS. SACT) AND TA.S. (TEXAS AOFSsfEUTY STANDARDS) PARKING ANALYSIS: W Q
5 C.Y. OF 4"0 - WO 1. PARKING ANALYSTS & REQUIREMENTS: �(
96 LF. OF 2' WIDE CURB® N' WHITE ROCK (BULL) , " 11. LANDSCAPE DESIGN AND ANALYSIS CAN BE FOUND ON SHEET 41. IRRTGATION PLAN CAN BE
EQNRED PARKING SPOTS: I per 2W S F of OFFICE BUILDING W
2 -6 FOUND ON SHEET L-2. PHASE 1 BUILDING: 4,190 S.F. = 21 PARKING SPOTS F
DRAINAGE CHANNEL @ -2.0% 2' DRAINAGE FLUME 12. ALL CURB RADII SHALL BE I' FROM RACK OF CUE E UNLESS NOTED OTHERWISE. PHASE 2 BUILDING: 3,200 S.F. = 16 PARKING SPOTS
3, 13. ALL DIMENSIONS SHOWN AMEASURED FROM BACK OF CUE UNLESS NOTED 011-IEiW1SE. LL LL
i.
• 14. ALL GROUND AND ROOF MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM TOTAL PARKING SPOTS PROVIDED: 37 PARKING SPOTS
24, V? OR ISOLATED SO AS NOT TO BE VISIBLE FROM PUBLIC RIGHT OF WAY ORRESIDENTIAL - - PHASE 1 PARKING SPOTS = 29 (INCLUDES 2 HANDICAP SPOTS (i VAN))
- PHASE 2 PARKING SPOTS = 8 Z Z
15. CONTRDISTRTACTOR SHALL HYDRO -MULCH SEED TO PROMOTE GRASS RE -GROWTH TO ALL AREAS Z c - M
' THAT HAVE BEEN DISTURBED BY CONSTRUCTION. 2. PARKING LOT SHALL BE 6" THICK REINFORCED CONCRETE WITH #3 REBAR (GRADE 60) AT
• I 16. ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT' SHALL BE SCREENED FROM 12" ON CENTER, BOTH WAYS. W O O
'• I a V
PHASE 2 EW I VIOR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT OF WAY OR 3. CONCRETE SHALL BE 3,000 psi AT 28 DAY STRENGTH. CONTRACTOR IS RESPONSIBLE FOR (n Z �
12'X 12' TRASH BIN I MAINTAINING SLUMP DURING PLACEMENT. (5" SLUMP MAXIMUM) I,I.I O y O
y;. RESIDENTIAL DISTRICT WITH -IN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE
28' -lift w/ 6' CEDAR PRIVACY FENCE I TRASH DUMPSTER PAD DETAIL FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH BUILDING - 4. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PLACEMENT. N Z O
SCALE: lis" =1' ELEVATE®N ARCHITECTURE AND SCALE TOMALNIAIVAUNIFIBDAPPEARANCE REVIEWED FOR v O N
-15';�UdDING SLTTC -
17. OWNER SHALL PROVIDE A KNOX BOX FOR RLE DEPARTMENT ACCESS.
14'-7" CERTIFICATE
- - - - - - - -
29 RUE. - - - - - - -� � - - - WATER & SANITARY SEWER LOADINGS: COMPLIANCE � � N O W J
1. WATER DEMAND AND SEWER PRODUCTION: J Ln
4'ARFA DRAINAGE INLET BOX #1 BLE. OFTWOTOR HDPE Q PHASE 2• STD. S' IVII:T BOX #2 ❑ REQUIRED _.�f
STORM PIPE 6' -IL" � PHASE MINIMUM AVERAGE MAXIMUM JUN 1 B 2001 �^�'' � co � 2
I3 +1 WATER: PHASE 1 BLDG: 5 GALMAY. 50 GAUDAY. IW GALJDAY `� V �t LTJ V
SEWER PHASE 1 BLDG: 5 GAL/DAY. 45 GAUDAY. 90 GAL./DAY � w w 1 Z LL
O 17IS14VG 30" tIBPE STORM PIE 0 +3' WATEPHASR: ( PHASE 2 BLDG: 5 GAL/DAY. 50 GAL/DAY. 100 GALJDAY DEVELOPMENT SERV CES
N O Q
SEWER PHASE 2 BLDG: 5 GAUDAY. 45 GAIJDAY. 90 GALJDAY ♦ V Q
s-4" STORM J•BOX#i O -1.4 ♦ ♦,, Q
PfiASE2-STORM J-BOX#2 NOT REOUIRED SITE ELECTRICAL NOTES: DEVELOPER ' �P.�E.oF rF-4, o O N
8 LF. OF 18"0 HDPE 5 , •'' 1,9
STORM PIPE --'-'" - " '""°""°"" 1. DEVELOPER INSTALLS CONDUIT PER CITY SOECS AND DESIGN. DOWNING DEVELOPMENT CO.
At J
Y -W 74'-2^ 20'-11" 20'•6" 2. CITY WILL PROVIDE DRAWINGS FOR CONDUCT INSTALLATION. 3399 WICKSON COVE 00*: , , , , , , , , , , ; , * Lu
m
12'h" 3. DEVFLOPfER TO INTERCEPT EXISTING CONDUIT AT DFSIGNATED'IRANSFORMFRS AND BRYAN, TEXAS 77808 JOEL GATTIS - �.
EXTEND AS REQUIRED. I. ...... .................... . ... W
p 4. IF CONDUIT DOES NOT EXIST AT DESIGNATED TRANSFORMER, DEVELOPER SHALL FURNISH (979) 412-1516 M ly
�'1 tl Ip p�®tlC GA®p�1Am vsrAm CONDUIT As SHOWN ON EmcmcAL LAYOUT.
Cl 5. DEVELOPER WILL INSTALL MMETER/SERVICE LOCATION AS CLOSE AS POSSIBLE TO oil ! 90964 • ���= J /�,�
COMPLIANT TRANSFORMER �� �F ''•.SEN? . ��_� O O
SERVICE WIRE TO BE FURNISHED AND INSTALLED BY COLLEGE STATION MUTES. OWNER
SITE LAYOUT JUN 18 2007 J & S STUDIES
3201 UNIVERSITY DR., EAST STEA475 DN BY: AWE G.
SCALE: i"=20' COLLEGE STATION BRYA, TEXAS 77802
ENGINEERING 1 (979)774-5933 ATE: MAY 2007 C- 2
.•+ CALE: NOTED L
PROJECT #: GE001022-02.8
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15'
14INDIAN"H
5 GAL. 3'O.0
IRRIGATION SYSTEM WILL INCLUDE A DOUBLE CHECK VALVE
BACKFLOW PREVENTER MUST BE INSTALLED & TESTED UPON INSTALLATION
AS PERE CITY ORDINANCE 2394
4 CEDAR ELMS
30 GAL.
100% COVERAGE OF GROUND COVER,DECORATIVE PAVING,OR PERENNIAL GRASS
IS REQUIRED IN ISLANDS,SWALES AND DRAINAGE AREAS,AND THE PARKING LOT
SETBACK
1rM ••a r r r • : • r
r• •r • r• r f: 0: oblog
! G -
r7m, 101mmi
•1.10 1 PJ 10 • r.
CREPE MYRTLE
. . .,.
40
40
ell •
' ar
15 GAL.
40
200
15 NANDINA DOMESTICACOMPACTA
COMPACT NANDINA
5 GAL.
10
150
4 PITTOSPORUM TOBIRA' VARIEGATA'
VARIEGATED PITT.
7 GAL.
10
40
r • r
•
5 GAL.
10
290
i
LIVE OAK
30G. 2.1"
150
750
4 ULMUS CRASSIFOLIA
CEDAR ELM
30G. 2.1"
150
600
4 UI MUS PARVIFOLIA SEMPERV[RENS
LACEBARK ELM
30G. 2.1"
150
600
10,527 SQ.FT.OF SITE AREA
34,705/ 1,000=10.52
1
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•I I I '11. ._sl 'I
•.
�� �
*
• r. •
11
. , u
4,
BOTANIr.AT-NAME rnMMnN NAAAP C17G arc TnTAT
'
111
�
••
11
`�
,�,
.
,.15 INDIAN HAWTHORN
3-6AL.3'0.0
SPRINGTIME OR PINK VARIETY
4IACEBARK ELMS nr�cn
30 GAL.
5 LIVE OAKS - - -_
I 30 GAL. -
SITE LAYOUT
SCALE: I" = 20•
V N
Z
67
ry rn
W
W iF
t,
Z n
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C� O H
n
z
DSCAPE POINT CALCULATIONS (Phase 1) W.
STREETSCAPE: W o
V
136/50)X300 PTSPY T PTS. «
136'/25=5.4 CANOPY TREES
POINTS PER PROJECT AREA K
34,705 SQ.FT.OF SITE AREA
34,705/ 1,000=34.70 a W O
34.70 X 30=1041 PTS.REQUIRED a
TOTAL POINTS REQUIRED=1,857
ROTANIrAI NAME nn�mennt nrnrnr er�c .,•.� Tl.�..,
3
6 LACEBARK ELMS
30 GAL.
1 LAGERSTROEMIA INDICA
CREPE MYRTLE
15 GAL.
40
40
5 LAGERSTROEMIA INDICA
CREPE MYRTLE
15 GAL.
40
200
15 NANDINA DOMESTICACOMPACTA
COMPACT NANDINA
5 GAL.
10
150
4 PITTOSPORUM TOBIRA' VARIEGATA'
VARIEGATED PITT.
7 GAL.
10
40
29 RAPHIOLEPIS IN DICA
INDIAN HAWTHORN
5 GAL.
10
290
5 QUERCUS VIRGINIANA
LIVE OAK
30G. 2.1"
150
750
4 ULMUS CRASSIFOLIA
CEDAR ELM
30G. 2.1"
150
600
4 UI MUS PARVIFOLIA SEMPERV[RENS
LACEBARK ELM
30G. 2.1"
150
600
6 LACEBARK ELMS
30 GAL.
1 LAGERSTROEMIA INDICA
CREPE MYRTLE
15 GAL.
40
40
16 NANDINA DOMESTICACOMPACTA
COMPACT NANDINA
5 GAL.
Y
160
4 PITTOSPORUM TOBIRA' VARIEGATA'
VARIEGATED PITT.
7 GAL.
10
TOTAL
Q L1!
INDIAN HAWTHORN
5 GAL.
2630
m j
(Wn
4 UL MUS PARVIFOLIA SEMPERVIRENS
_
30G.2.1"
150
600
-
��
LANDSCAPE POINT CALCULATIONS
(Phase 2)
POINTS PER PROJECT AREA
10,527 SQ.FT.OF SITE AREA
34,705/ 1,000=10.52
10.52X 30=315 PTS.
MIN -POINTS REQUIRED=800
BOTANIr.AT-NAME rnMMnN NAAAP C17G arc TnTAT
6 LACEBARK ELMS
30 GAL.
1 LAGERSTROEMIA INDICA
CREPE MYRTLE
15 GAL.
40
40
16 NANDINA DOMESTICACOMPACTA
COMPACT NANDINA
5 GAL.
10
160
4 PITTOSPORUM TOBIRA' VARIEGATA'
VARIEGATED PITT.
7 GAL.
10
40
13 RAPHIOLEPIS INDICA
INDIAN HAWTHORN
5 GAL.
10
130
4 UL MUS PARVIFOLIA SEMPERVIRENS
LACEBARK ELM
30G.2.1"
150
600
W
QNa0
oa
�. z
WWOw0
yco CX W V
oaLu 0
) y u
v, a m
o
7
TOTAL 970
a
W
a
a
v
y�P�E OF T�xgSItgoI
*;• '.*��
0 ik....................::*.! eta
40 JOE I. GAn.s i D��
. 0.::....90964.....:....= a�
REVIEWED FOR
COMPLIANCE w . ���5/ON
JUN 1 8 2007 �� V
RAWN Y: JOE G.
COLLEGE STATION DATE: APRIL 2007 �_
DEVELOPMENT SER'1/ICES SCALE: NOTED
PROJECT#: GE013002-03-10
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