HomeMy WebLinkAboutDrawingsV
30 15 0 30
SCALE IN FEET
WEN -H ING HSU
CASTLEGATI SUBVISION
SECN 9
LOT 14, LOCK 2
4820 94
CITGO PIPELINE
EASEMENT
50 FT PIPELINE 3440/40
CORRIDOR o P
P /
------------P
- % LIGHT
50 FT PIPELINE '
CORRIDOR
P P P P —
DISTURBED
AREA LIMITS
LEGEND
I I BEAU R. & SARA J. 6 �(
MICHAEL SUI�,T ON & SHANNON CASTLEGATE NINGS
SUBVISION
J BRAGG-SITTONSECTION (;9
CASTLE TE SUBVISION
MICHAEL SITTON & SHANNON SE ON 9 LOT 1, BLOCK 2
BRAGG-SITTON LOT 2, BLOCK 2 4820/094
PATTI M. WELLS CASTLEGATE SUBVISION
\ ' ire CASTLEGATE SUBVISION SECTION 9 482, 084 ! XISTING 8"
BRANDO LEONE 5 SECTION 9 LOT 3, BLOCK 2 1
CASTIEGATESUBVISION 4 LOT 4, BLOCK 2 4820 094 �' ATER LINE 0
SECTION 9 4820 094 / \ � '
MICHAEL E. HOUK BLOCK 2 / 1
STEVE A. STR�IG CASTLEGATE SUBVISION LOT 5, j 1- P P' I
' MARILYNN J. HIWUS CASTLEGATE SI�BVISION SECTION 9 4820/09 a, P
SECTION
CASTLEGATE SUBVISION 9 LOT 6, BLOCK 2 \ - —,�_Pti---
SECTION
JERRY L. & RAMONA / 9 LOT 7, BLOCK 2 4820/094 P
ELECTRICAL �.
BEN P. &JUDY C. ' WESSELL PARKERSQN� 4820 094K 2 482%4 a? -"�` Pi`' ` ' .,.,� T SFOR ER I I I
1 KENNEDY CASTLEGATE SUBVISION \� P "_� EXISTING 12"
' DEREK LYLE & MEREDITH DARREN ROSS HROMAS ' C GATE SUBVISION SEC110N 9 ...& , , - I I P \
LEANNE WAGNER CASTLEGATE SUBVISION SECTION 9 BLOCK 2 - — 1 SEWER LINE
' LOT 9, �, 6' WIDE, 1/3 MILE �, r �____ P -- ..'"' \ "
1 PVC
' CASTLEGATE SUBVI ON SECTION 9 L T 10, BLOCK 2 482%94 r'p "JOGGING TRAIL - P P _ TEAL I I I
SECTION 9 LOT 11, BLOCK 2 4820/094 \ 4 CONCRETE PATH ----``COR
LOT 12, BLOCK 2 4820/094 P P - -- WATER
LOUIS MELANDER
A' — n' SERVICEJ.
CASTLEGATE SUBVISION
SECTION 9
LOT 13, BLOCK 2
4820/094
DOS DORADO
DEVELOPMENT, LLC.
DEED 9656/213
FUTURE
SECTION 101
1 c
1
LANDSCAPE/STREETSCAPE SUMMARY
VICTORIA AVE FRONTAGE = 230 FT
IRRIGATION NOTES: STREETSCAPE
1. IRRIGATION SYSTEM MUST BE PROTECTEDI S
BY EITHER A PRESSURE VACUUM 230'/25' = 10 TREES (PROVIDED IN SITE PLAN) �
BREAKER, REDUCED PRESSURE PRINCIPLE • (230'/50') x 300 = 1380 POINTS
BACK FLOW DEVICE, OR A
DOUBLE-CHECK BACK FLOW DEVICE AND LANDSCAPE
INSTALLED, AS PER CITY ORDINANCE 1.755 AC x 43560 SF/AC = 76,435 SF
2394. _._ _. --- (76,435 SF/1-000)-x 30 '2293 -POINTS - -- - - —`
2. ALL BACKFLOW DEVICES MUST BE TOTAL POINTS = 1380 + 2293 = 3673 POINTS
INSTALLED AND TESTED UPON
INSTALLATION AS PER CITY ORDINANCE 3673 POINTS/200 PTS PER EXISTING 4" NON -CANOPY TREE
2394. = 19 TREES REQUIRED FOR LANDSCAPING
3. CONTRACTOR/DEVELOPER TO FURNISH THE SITE IS DENSELY WOODED WITH NUMEROUS TREES WITH A
ACCURATE AS BUILT IRRIGATION PLANS CALIPER SIZE GREATER THAN 4". THE TREES ARE PRIMARILY
TO CITY OF COLLEGE STATION PARKS I I AND ELM WITH SOME WATER OAK AND LIVE OAK.
DEPARTMENT. SHOW LINES, VALVES, THES EXISTING TREES SHALL BE PROTECTED DURING
HEADS, CONTROLLER, WIRING, ETC. CONSTRUCTION AND COUNTED AGAINST THE REQUIRED
LANDSCAPING POINTS.60 ADDITIONAL LANDSCAPING IS
�• PROPOSED FOR THIS SITE.
GENERAL NOTE:
100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING,
�'1 9 DECORATIVE ROCK(NOT LOOSE, OR A PERENNIAL GRASS IS
(' REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE
-- 0L t5� AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND
ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION.
I ,I�
4' HT. CHAIN LINK FENCE OR ORANGE PLASTIC
FENCING MAINTAIN DURING CONSTRUCTION
SECTION 20 N
83 1 �(
_ S 0 '
` � 69/ 31
Vi
,
BOUNDARY
— — — —
EXISTING CONTOUR
W
WATER SERVICE LINE
SMOOTH DOWEL BAR
PIPELINE
W-8
EXISTING 8" WATERLINE
— —
TREE BARRICADE FENCE
-- --
DISTURBED AREA LIMITS
UE
ELECTRICAL CONDUIT
ROBERT STEVENSON LEAGUE, A-54
COLLEGE
EXISTING SIDEWALK
EXPANSION JOINTS ®40' O.G.,
SURVEYOR:
City of College Station
Brad Kerr, RPLS No. 450,'
PO BOX 9973
CONCRETE PATH
College Station, TX 77842-8083
'u'
COMPACTED GRANITE
4"
LED LIGHTING W/ POLE, 12' HIGH
DOS DORADO
DEVELOPMENT, LLC.
DEED 9656/213
FUTURE
SECTION 101
1 c
1
LANDSCAPE/STREETSCAPE SUMMARY
VICTORIA AVE FRONTAGE = 230 FT
IRRIGATION NOTES: STREETSCAPE
1. IRRIGATION SYSTEM MUST BE PROTECTEDI S
BY EITHER A PRESSURE VACUUM 230'/25' = 10 TREES (PROVIDED IN SITE PLAN) �
BREAKER, REDUCED PRESSURE PRINCIPLE • (230'/50') x 300 = 1380 POINTS
BACK FLOW DEVICE, OR A
DOUBLE-CHECK BACK FLOW DEVICE AND LANDSCAPE
INSTALLED, AS PER CITY ORDINANCE 1.755 AC x 43560 SF/AC = 76,435 SF
2394. _._ _. --- (76,435 SF/1-000)-x 30 '2293 -POINTS - -- - - —`
2. ALL BACKFLOW DEVICES MUST BE TOTAL POINTS = 1380 + 2293 = 3673 POINTS
INSTALLED AND TESTED UPON
INSTALLATION AS PER CITY ORDINANCE 3673 POINTS/200 PTS PER EXISTING 4" NON -CANOPY TREE
2394. = 19 TREES REQUIRED FOR LANDSCAPING
3. CONTRACTOR/DEVELOPER TO FURNISH THE SITE IS DENSELY WOODED WITH NUMEROUS TREES WITH A
ACCURATE AS BUILT IRRIGATION PLANS CALIPER SIZE GREATER THAN 4". THE TREES ARE PRIMARILY
TO CITY OF COLLEGE STATION PARKS I I AND ELM WITH SOME WATER OAK AND LIVE OAK.
DEPARTMENT. SHOW LINES, VALVES, THES EXISTING TREES SHALL BE PROTECTED DURING
HEADS, CONTROLLER, WIRING, ETC. CONSTRUCTION AND COUNTED AGAINST THE REQUIRED
LANDSCAPING POINTS.60 ADDITIONAL LANDSCAPING IS
�• PROPOSED FOR THIS SITE.
GENERAL NOTE:
100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING,
�'1 9 DECORATIVE ROCK(NOT LOOSE, OR A PERENNIAL GRASS IS
(' REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE
-- 0L t5� AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND
ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION.
I ,I�
4' HT. CHAIN LINK FENCE OR ORANGE PLASTIC
FENCING MAINTAIN DURING CONSTRUCTION
SECTION 20 N
83 1 �(
_ S 0 '
` � 69/ 31
Vi
,
MARK LOCATION WITH
GALVANIZED CARRIAGE
BOLT %" X 2"
WHERE APPLICABLE
/_ INSTALL BOLT IN WALK
EXTEND END 12" `•� X�\����
BEYOND CONCRETE
LANDSCAPE LEGEND AND TAPE BOTH ENDS
3" CALIPER LIVE OAK TREES 3" SCH 40 PVC PIPE12" BELOW TOP OF
GRADE TYP.
PVC SLEEVE
c- h U Itz' Engineering, LLL;.,
2730 ,
Lon mire Suite A
Longmire,
College Station, Texas 77845
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR JPS JKO JPS 12-219 OCTOBER 2012
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
ONLY UNDER THE
AUTHORITY OF JOSEPH
P. SCHULTZ P.E.,
LICENSE NO. 65889,
ON OCTOBER 23, 2012.
IT IS NOT TO BE USED
FOR BIDDING OR
CONSTRUCTION
PURPOSES.
LX, VlJ1V►J1ltlJl✓1J"jLiN 1
TOP OF PATH TO
BE 1' ABOVE
GROUND
SAWED OR FORMED,
1/8" TO 3/16" SEAL WITH EXPANSION
JOINT MATERIAL, MIN.
3/8" R k
I �
SIDEWALK CONTRACTION JOINT
VICTORIA AVENUE
SECTION 9, LOT >, BLOCK 1
SECTION 200, PARKLAND
6'-0"
E— 2% MAX.
SEE NOTE 3
#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
CONCRETE PATH
TYPICAL SECTION
NTS
SITE PLAN
A LE
ST-
SEAL WITH EXPANSION
CASTLEGATE
NOTES:
JOINT MATERIAL
SMOOTH DOWEL BAR
VOL. 4820 PG. 094
EXISTING
1 /4 R
1/2" 0 X 18", 12" O.C.
1. FINISH: LIGHT BROOM FINISH. JOINTS TO
TREE
VOL. 10392 PG. 260
3/4>, (COATED W/HEAVY GREASE)
BE TOOLED 1' DEEP AT AN INTERVAL
EQUAL TO THE SIDEWALK WIDTH.
ROBERT STEVENSON LEAGUE, A-54
COLLEGE
STATION, BRAZOS COUNTY, TEXAS
EXPANSION JOINTS ®40' O.G.,
SURVEYOR:
City of College Station
Brad Kerr, RPLS No. 450,'
PO BOX 9973
CONTRACTION JOINTS ®6' O.C.
College Station, TX 77842-8083
OCTOBER, 2012 409 N Texas Ave.
(979) 764-3570
4"
(979) 268-3195
DEVLOPER:
ENGINEER:
3-D Development, LLC''
2. DOWEL IN AND TIE TO ANY CONCRETE
4490 Castlegate Drive
College Station, TX 77845
2730 Longmire, Suite A
College Station, Texas 77845
(979) 690-7250
979-764-3900
STRUCTURE ADJACENT TO SIDEWALK
RECYCLED MATERIAL 1/2"
__ - _._ , _ _ _
-
/3'LONG
(DRNEWAY, INLET BOX, CURB, JUNCTION
_.._.BOX -.Ere.)-WITH
- 3 X 12 -BARS ®12 -
TREE BARRICADE BARRICADE DIA.
THICK AS MANUFACTURED
BY J.D. RUSSELL CO. OR
METAL OR PLASTIC CAP, INSIDE
O.C. OR 4 X 12' BARS ® 18' D.C.
(TREE CAL. X 12") + 12 "
APPROVED EQUAL
DIAMETER TO BE 1/16" GREATE�THAN
DIAMETER OF DOWEL BAR. CAP MUST
3. COMPACTION: COMPACTED SUBGRADE
BE LONG ENOUGH TO COVER 2"OF
MATERIAL COMPACTED TO A DENSITY OF
AT LEAST 98% OF MAXIMUM DRY DENSITY
DOWEL AND HAVE STOP SO END OF
AS DETERMINED BY PROCTOR
CAP IS 1" FROM END OF BAR.
COMPACTION TEST ASIM D698
TREE BARRICADE DETAIL
(STANDARD) AN SD HALL BE 0-42 WET
OF THE OPTIMUM MOISTURE CONTENT.
- SIDEWALK oR PATH
SIDEWALK
EXPANSION
MARK LOCATION WITH
GALVANIZED CARRIAGE
BOLT %" X 2"
WHERE APPLICABLE
/_ INSTALL BOLT IN WALK
EXTEND END 12" `•� X�\����
BEYOND CONCRETE
LANDSCAPE LEGEND AND TAPE BOTH ENDS
3" CALIPER LIVE OAK TREES 3" SCH 40 PVC PIPE12" BELOW TOP OF
GRADE TYP.
PVC SLEEVE
c- h U Itz' Engineering, LLL;.,
2730 ,
Lon mire Suite A
Longmire,
College Station, Texas 77845
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR JPS JKO JPS 12-219 OCTOBER 2012
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
ONLY UNDER THE
AUTHORITY OF JOSEPH
P. SCHULTZ P.E.,
LICENSE NO. 65889,
ON OCTOBER 23, 2012.
IT IS NOT TO BE USED
FOR BIDDING OR
CONSTRUCTION
PURPOSES.
LX, VlJ1V►J1ltlJl✓1J"jLiN 1
TOP OF PATH TO
BE 1' ABOVE
GROUND
SAWED OR FORMED,
1/8" TO 3/16" SEAL WITH EXPANSION
JOINT MATERIAL, MIN.
3/8" R k
I �
SIDEWALK CONTRACTION JOINT
VICTORIA AVENUE
SECTION 9, LOT >, BLOCK 1
SECTION 200, PARKLAND
6'-0"
E— 2% MAX.
SEE NOTE 3
#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
CONCRETE PATH
TYPICAL SECTION
NTS
SITE PLAN
A LE
ST-
1 A TE II A
I' RIS A I'�ASE
CASTLEGATE
SUBDIVISION SECTION 9
LOT 1, BLOCK 11 2.37 ACRES
VOL. 4820 PG. 094
AND C,ASTLEGATE
II SUBDIVISION SECTION 2001,
PARKLAND, 1.39 ACRES
VOL. 10392 PG. 260
3.76 ACRES TOTAL
ROBERT STEVENSON LEAGUE, A-54
COLLEGE
STATION, BRAZOS COUNTY, TEXAS
OWNER:
SURVEYOR:
City of College Station
Brad Kerr, RPLS No. 450,'
PO BOX 9973
Kerr Surveying, LLC
College Station, TX 77842-8083
OCTOBER, 2012 409 N Texas Ave.
(979) 764-3570
Bryan, TX 77803
(979) 268-3195
DEVLOPER:
ENGINEER:
3-D Development, LLC''
Schultz Engineering, LLC
Firm #12327
4490 Castlegate Drive
College Station, TX 77845
2730 Longmire, Suite A
College Station, Texas 77845
(979) 690-7250
979-764-3900
I SI TE &
LA ND '7 -)--'CA PE PLA N
SHEET 2 0 F 2
SCALE
VERTICAL N/A
HORIZONTAL 111=30'
PLOTTING SCALE: 1:1
FILE NAME: 12-219
`\ _--�,
1 \
6 .�,.• L
BEAU R. do SARA J.
w
MICHAEL STTTON 1k
i M
JENNINGS
r------`."" I SHANNON
\ CASTLE .•
\ "\ KENNY P. do JUDY C. \ MICHAEL Sf1l10N do BRAGG-Si1TON
GATE SUBDMSION
/ SECTION 9 t
\ , SHANNON CAS LEGA SUED
\ KENNEDY
S NON MSK?N
LOT 1 BLACK 2 „
MARILYNN J. HIWUS \ T'(E� •_
i e`= GALE SUBDMSIO I \ BRAGG srrroN SECTION 9 .,
3 \ PATTI M. WELLS 0
482 /094
_ SECTION 9 GATE SUBDIVISION BRANDON LEONE GATE SUBDIVISION LAT 2. BLOCK 2
i CASTLEGATE SUBDMSION I '
\ ,LOT 10 BLOCK 2 SECTION 9 �'\, GATE SUBDMSIO SECTION 8 4820 084 s
• MICHAEL E• HOUK SECTION 8 1t
- LOT B BLOCK 2 I
SE ON 9 LOT 3. BLOCK 2
._ 4820/094 i STEVE A. GATE SUBDMSIO Cn Lor 4, BLOCK 2
\ STRONGI W
4820 094 L
/ SECTION N OT 5. BLOCK 2 :4820 094.
\
BARREN -ROSS HROMAS \ CASTLEGATE SUBDMSI E 0 9 4820 094 / .. _
�N i / i
JERRY L a: RAMONA K i 4820 094 3 N
SECTION 9 LOT 8, BLOCK j
"GATE suBDMs1oN
ELL PARKERSON4820/094
i� ^'- wEss > p
�\ SECRON,9 LAT 7. BLOCK 2'5 -�°•'� , .
1 _\ 12 w p
\ GATE SUBDMSIO 6
1s
-_- LAT 1 T BLOCK 2 � 4820 09
-.. DER dt C 4
f EK LYLE
SECTION 9 ,
ECiI N
r \LO
4820 09 4
MEREDITH 4
I �
LOT 9 BLOCK 2 p
LFIINNE WAGNEt�
4820/094
W
P
TE SUBDM ON
/
I
\J
Lr�
C31 '
I
p ,
SECTION 9
-- 'a
s
�.
j LOT 12 BLOCK 2 p
\ � SING H ....-
H SU
WEN �
4820 094 _ _-• � � .
CASTLEGATE SUBDIVISION/
\ BECKON 9 W
UIS MELANbER
LOT 14 BLOCK 2 .._::-•----'-'--
MSI .F• -P :...•- a
N F : CASTLEGATE SUED ON
1-3
-:
4820 084
64
CO. SECTIO 9
BCS DEVELOPMENT N
I
_ 9
3-63
_-
LO 13 BLOCK 2 6
TRACT 7 t tp
9
2
8885 42 4820 094
556
^7
�\ p
-
M � X50 FTPIPELINE P --• < 1 ;
CORRIDOR
`P \
W
I
t.
W P !�
� 50 25 0 50 � � _
G
tp �-. CITY OF COLLEGE STATION
v'
1 i EXISTING EXPLORER PIPELINE VICTORIA AVENUE SHELTER
tP .:_..- --- ` CASTLEGATE SUBDMSION \
W � CITGO PIPELINE \ _-'-
_ - \
W p _.-- SECitON 9. BLOCK t. LOT 1
SCALE IN FEET W EASEMENT \
CV) w .:,• _-•• -- 4820 084
P / r
3440 40 ._-•
-
W
1'
, I
4 1
S 8 03 t E 575.92'P
50 FT PIPELINE CORRIDOR
EXISTiNG .ENERGY TRANSFER I f - l •'
CRY OF COLLEGE STATION ' �.
\ \
` SUBDIVISION
COMPANY PIPELINE C7 r,
p _
CASTLEGATE _ m
\ ., I
.-----�'"`�� .. ... \ SECTION 200, PARKLAND, i
-10392/260\ _
.�•-
• .T
C4 P P P P P �` P P P P P P P P P--- P P P P R P
i
ti
n- .•fit . (-- .... ... .:.. 3
.. ... .. , 14.
\ n .. _
1 .S .t .5:: R-
3 N48 03 31 W 350.85 _- ., ..,.... _._ .."..,._ .. y .�...,... , , �.♦.......: _ .� >:.
� � 'T .(,(_ .. , .,?r �[ ,.��. 48. 03 31 561 7 .,. �.�,:���.-�:�-•,• ��, / ..:�..�,.�>„�k.,.:=,.:,�,
-..'....--~ '•_"._ '..__ � \. - - , J 1 1"�'`'<-"�� :I Y '7"i .� ,J = L • ___ •_/ 5�-�Y,. - = uw,r dG i �.,.:i,.
t
\ 1
� CASTLEGATE II
FUTURE
I
_PhillipP arl�
e � • � V V a � N-�1 � - CO SUBDIVISION
I
SECTION 101 -i
,_,_ •_-• � .✓ � SECTION 200 ,
- ' SECTION 200 8388 131
{
- \
DOS DORADO
- o0
L
DEVELOPMENT LLC. ».: FUTURE SECTION cn
338 � < ;.
t. 100
r
� TRACT 25 � \ -
\ \. ,,: FUTUR \
PLAT 4027 029 \ .. � \ I � , .. •
1 SECTION 100 \
\ DEED 9656/213
\ , .... 4:
>
is
•. ....• ._., .. ...,.. ,.... .. t... _.. •t , _ nt,.. ,�, _. T•
4
:h
LEGEND i7
LIGHT .FIXTURES ��•_. � ---- -- IT
ARE-EDG.-2MB-AA-06-C UL -BK -F(120) -R, 'TYPE II
LONESTAR PRESTRESS, ROCHESTER SERIES, CAT. #
LIGHT POLES 161214 -FB (BLACK ETCHED FINISH WITH ACRYLIC
SEALER. 2-3,/8" TENON, POLE EMBEDDED, 12' TALL)
VICTOR STANLEY, MODEL CR 196• CLASSIC SERIES.
BENCHES BENCH_ DARK GREEN.
WATER FOUNTAIN HAWS 3150 DUAL HT. FOUNTAIN, EXPOSED AGGREGATE
LINE TABLE
LINE #
CURVE TABLE
BEARING
L1
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD BEARING
C1
65.30'
2533.10'
001' 28' 37"
32.65'
65:30'
S41' 02' 26"W
C2
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S86'- 56' 29'W
C3_
52.96'
524.50'
005' 47' 07"
26.50'
52.94'
N45' 09' 58"W
C4
437.92'
34493.66'
000' 43' 39"
218.96'
437.92'
N42' 16' 24"W
C5
63.16'
625.50'
005' 47' 07"
31.61'
63.13'
N45' 09' 58"W
LIGHT .FIXTURES ��•_. � ---- -- IT
ARE-EDG.-2MB-AA-06-C UL -BK -F(120) -R, 'TYPE II
LONESTAR PRESTRESS, ROCHESTER SERIES, CAT. #
LIGHT POLES 161214 -FB (BLACK ETCHED FINISH WITH ACRYLIC
SEALER. 2-3,/8" TENON, POLE EMBEDDED, 12' TALL)
VICTOR STANLEY, MODEL CR 196• CLASSIC SERIES.
BENCHES BENCH_ DARK GREEN.
WATER FOUNTAIN HAWS 3150 DUAL HT. FOUNTAIN, EXPOSED AGGREGATE
LINE TABLE
LINE #
LENGTH
BEARING
L1
112.60'
542' 11' 24"W
L2
3.43'
N48' 05' 00"W
L3
25.34'
S4V 56' 23"W
L4
47.76
N42' 38' 11 "E
LIGHT .FIXTURES ��•_. � ---- -- IT
ARE-EDG.-2MB-AA-06-C UL -BK -F(120) -R, 'TYPE II
LONESTAR PRESTRESS, ROCHESTER SERIES, CAT. #
LIGHT POLES 161214 -FB (BLACK ETCHED FINISH WITH ACRYLIC
SEALER. 2-3,/8" TENON, POLE EMBEDDED, 12' TALL)
VICTOR STANLEY, MODEL CR 196• CLASSIC SERIES.
BENCHES BENCH_ DARK GREEN.
WATER FOUNTAIN HAWS 3150 DUAL HT. FOUNTAIN, EXPOSED AGGREGATE
A..A
I
CA,,-)TLEG-A"FLEIIPARK A,
CASTLEGATE SUBDIVISION SECTION 9,
LOT 1 1 BLOCK C � 2.37 ACRES
VOL. 4820 PG. 094
AND CASTLEGATE II SUBDIVISION SECTION 200,
PARKLAND 1.39 ACRES
C S
VOL. 10392 PG. 260
3.76 ACRES TOTAL
ROBERT STEVENSON LEAGUE A-54
4
COLLEGE STATION, BRAZOS COUNTY, TEXAS`
OWNER: SURVEYOR:
City of College Station Brad Kerr, RPLS No. 4502
PO BOX 9973 herr
Surveying, LLC
College Station, TX 77842-808 3 FEBRUARY, 2013 409 N Texas Ave.
Bryan, -
ry , TX 7 1803
979 268-3195
I
DEVL<7PER. ..ENG
NEER:
neerut
3-D Development
Schultz En.
� � LLC
p
Firm #12327
4490 Castleg ate Drive
2
730
Lon
grure>
Suite
.College Station, TX 77845 979 6907250 College e Station, Texas 77845
979-764-3900
I
DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO . FIXTURE
CONCRETE. STAINLESS STEEL. VALVE ASSEMBLY:
SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE
RECEPTACLE
PILOT ROCK MODEL TRH CN -5 5PC24. HOLDS 55 -GAL.
L.TRASH
8. CONTOURS SHOWN ARE FROM AERIAL TOPOGRAPHY PREPARED IN 2005.
_
. BARREL2 X4 VERTICAL GRE N
E PLASTIC C SLATS.
9. THE ALIGNMENT AND LOCATION OF THE CONCRETE PATH AND FITNESS STATIONS MAY BE ADJUSTED IN THE FiELD
'
-
LEA PLAY 200 X ROTATING GRILL MODEL
10. THIS PROPERTY IS IN THE SPRING CREEK SANITARY SEWERIMPACT FEE
A AREA.
EAST CX T
WEST ELEVATION
GENERAL
1.
NOTES: . _ _ .
CONTRACTOR IS VERIFY THE EXACT LOCATION A VERTICAL POSITION NG PIPELINES,
A D I OF P E NES, UTILITIES AND SERVICE
GRILL
200. ROT -
ROTATES FULL 360 DEGREES. NON-TOXIC
N XIC BLACK
11, DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN.
LINESWITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, HRS. PRIOR R T0ANY
FINISH, 3-1 2" 0 D IRON
PPE PEDESTAL. TAL. 0 R
12. DEVELOPER PROVIDES 30' OF RIGID OR IMC CONDUIT FOR RISER P U N
OLES CS 1 STALLS RISER•
VICTORIA AVENUE SHELTER
CONSTRUCTION.. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE; DONE TO EXISTING FACILITIES. CALL
APPROVED EQUAL)
L)1
�I
800 DIG TESS.
PLAN VIEW
2.
ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE 2012 BRYAN COLLEGE STATION. STANDARD '
MANSION ATH LETICS FURNITURE TABLE S, 8 TWO SIDED
FURNISH AND INSTALL CONDUIT AS SHOWN ON CSU ELECTRICAL LAYOUT.
FLOOR AREA - 320 SF - 20
SPECIFICATIONS.
A
T BLE
ADA PICNIC TABLE ALUMINUM 2 DIAMETER ALL
15• DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND DESIGN.
'
STEEL PIPE FRAME STRUCTURE W MASONRY AROUND BASE
3.
ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM SEWER, ETC. SHOWN ARE TAKEN FROM BEST
-
.WELDED WALK THROUGH FRAMMODEL,
E N0. 12 5
760 3.
-
_.
• -
` VAULTED INTERIOR CEILING , .
AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY &
(OR APPROVED EQUAL)
I
co
• LIGHTED INTERIOR
ON 18 C -C
INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT
• .SHINGLE ROOF
W
AS -BUILT CONDITIONS.
r
FINISHED CONCRETE FLOOR
4.
DISTURBED AREAS SHALL BE D BROAbCAST SEEDED NTH B/ERMUDA RYE MIXTURE IN ACCORDANCE NTH STANDARD
BEAM
4 -BARS # 5 )
12" X 30" PERIMETER
• COLORS AND MASONRY TO MATCH OTHER SIMILAR- STRUCTURES.
sPECIFlCATioN sECTioN 32 92
:
4 - #5 BARS
IN CASTLEGATE
rn
5.
NOO
PORTION F THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA.
6.
L ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT BE ED
AL Q T SHALL SCREEN FROM VIEW OR ISOLATED SO AS
-
NOT TO BE VISILE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THESU JECT LOT,
MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING
7.
ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE.
FXTFRIf7R R1 III DING ANI] SITE 1 IRHTIN(: WII I AA�FI' TNF STANDARDS M' SECTION 7 1n (1F TI -IG I INIFIFD - �
�
-
A..A
I
CA,,-)TLEG-A"FLEIIPARK A,
CASTLEGATE SUBDIVISION SECTION 9,
LOT 1 1 BLOCK C � 2.37 ACRES
VOL. 4820 PG. 094
AND CASTLEGATE II SUBDIVISION SECTION 200,
PARKLAND 1.39 ACRES
C S
VOL. 10392 PG. 260
3.76 ACRES TOTAL
ROBERT STEVENSON LEAGUE A-54
4
COLLEGE STATION, BRAZOS COUNTY, TEXAS`
OWNER: SURVEYOR:
City of College Station Brad Kerr, RPLS No. 4502
PO BOX 9973 herr
Surveying, LLC
College Station, TX 77842-808 3 FEBRUARY, 2013 409 N Texas Ave.
Bryan, -
ry , TX 7 1803
979 268-3195
I
DEVL<7PER. ..ENG
NEER:
neerut
3-D Development
Schultz En.
� � LLC
p
Firm #12327
4490 Castleg ate Drive
2
730
Lon
grure>
Suite
.College Station, TX 77845 979 6907250 College e Station, Texas 77845
979-764-3900
I
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 MANNER THAT THE
PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERN LINE.
8. CONTOURS SHOWN ARE FROM AERIAL TOPOGRAPHY PREPARED IN 2005.
9. THE ALIGNMENT AND LOCATION OF THE CONCRETE PATH AND FITNESS STATIONS MAY BE ADJUSTED IN THE FiELD
AS NECESSARY TO PREVENT REMOVAL OF TREES.
-
10. THIS PROPERTY IS IN THE SPRING CREEK SANITARY SEWERIMPACT FEE
A AREA.
EAST CX T
WEST ELEVATION
NORTH 8c SOUTH
ELEVATION
ELECTRICAL. NOTES:
-
11, DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN.
12. DEVELOPER PROVIDES 30' OF RIGID OR IMC CONDUIT FOR RISER P U N
OLES CS 1 STALLS RISER•
13. DEVELOPER WILL INTERCEPT EXISTING CONDUIT AT DESIGNATED TRANSFORMERS OR OTHER EXISTING DEVICES AND
�I
EXTEND AS REQUIRED.
14. IF CONDUIT DOES NOT EXIST AT DESIGNATED TRANSFORMER OR OTHER EXISTING DEVICES, DEVELOPER WILL -
FURNISH AND INSTALL CONDUIT AS SHOWN ON CSU ELECTRICAL LAYOUT.
15• DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND DESIGN.
'
MASONRY
:
16. DEVELOPER INSTALLS PULL BOXES S P
A PER CITY SPECS AND DESIGN. (PULL BOXES PROVIDED BY CITY:)
-
AROUND
to
- 4" SLAB W 4 BARS
COLUMN
co
17. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT AND/OR SITE PLAN. `
ON 18 C -C
W
r
12" X 30" PERIMETERI 20
.
BEAM
4 -BARS # 5 )
12" X 30" PERIMETER
BEAM
:
4 - #5 BARS
A..A
I
CA,,-)TLEG-A"FLEIIPARK A,
CASTLEGATE SUBDIVISION SECTION 9,
LOT 1 1 BLOCK C � 2.37 ACRES
VOL. 4820 PG. 094
AND CASTLEGATE II SUBDIVISION SECTION 200,
PARKLAND 1.39 ACRES
C S
VOL. 10392 PG. 260
3.76 ACRES TOTAL
ROBERT STEVENSON LEAGUE A-54
4
COLLEGE STATION, BRAZOS COUNTY, TEXAS`
OWNER: SURVEYOR:
City of College Station Brad Kerr, RPLS No. 4502
PO BOX 9973 herr
Surveying, LLC
College Station, TX 77842-808 3 FEBRUARY, 2013 409 N Texas Ave.
Bryan, -
ry , TX 7 1803
979 268-3195
I
DEVL<7PER. ..ENG
NEER:
neerut
3-D Development
Schultz En.
� � LLC
p
Firm #12327
4490 Castleg ate Drive
2
730
Lon
grure>
Suite
.College Station, TX 77845 979 6907250 College e Station, Texas 77845
979-764-3900
SURVEYED
DESIGNED
DRAWN
APPROVED
JOB NO. DATE
0 RECORD DRAWINGS JPS
11/18/2013
DATE KERB
JPS
JKO
JPS
12-219 FEBRUARY 2013
MARK REVISION BY
CtT�' OF COLLEGE STATION
>
I • r••�
CASTLEGATE SUBVISION
RECTI N 9, BLOCK 1, LOT
1
'
4820/094
>
'.
PARK
BENCHESX.
F'
' SIDEWALK
,
BIKE
,
TRENCH DRAIN
RACK
;:
CONCRETE
LIGHT
'.
1. SIDEWALK
—312
:s J'
O
L
610
20 10 0 20
SCALE IN FEET
///
� CLEANOUT
SURVEYED
DESIGNED
DRAWN
APPROVED
JOB NO. DATE
0 RECORD DRAWINGS JPS
11/18/2013
DATE KERB
JPS
JKO
JPS
12-219 FEBRUARY 2013
MARK REVISION BY
s a THE SEAL APPEARING ON THIS
hu,, I t Z' E n i�^'� e ri
g
TL L DOCUMENT WAS AUTHORIZED BY
( JOSEPH P. SCHULTZ, P.E., LICENSE
2730 Longmire, Suite A
NO. 65889 ON NOVEMBER 18, 2013.
College Station, Texas 77845 RECORD DRAWINGS
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
Y 0 RECORD DRAWINGS JPS 11/18/2013
MARK REVISION BY DATE KERB JPS JKO JPS 12-219 FEBRUARY 2013
SCALE SHEET
VERTICAL N/A
KS" 10 N
ER.0 c IPON O'Li
HORIZONTAL =40'
TR
PLOTTING SCALE:
GRADING :PL -24N 0
FILE NAME: 12-219
co
EROSION CONTROL NOTES:
C3-- —
��
1. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE
ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL
— — \
STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED
—
AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR,
— \
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS
t
NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING
THE PROJECT SITE.
3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE
EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE
EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE.
4. HYDROMUCLH SEEDING SHALL BE INSTALLED ON ALL DISTURBED AREAS
WITHIN 14 DAYS OF FINAL GRADING.
'
5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS
/
313,2 1w
I AFTER CONSTRUCTION IS COMPLETE,
\.
10 5 0 10
6. INLET PROTECTION TO BE INSTALLED AT ALL INLETS.
s a THE SEAL APPEARING ON THIS
hu,, I t Z' E n i�^'� e ri
g
TL L DOCUMENT WAS AUTHORIZED BY
( JOSEPH P. SCHULTZ, P.E., LICENSE
2730 Longmire, Suite A
NO. 65889 ON NOVEMBER 18, 2013.
College Station, Texas 77845 RECORD DRAWINGS
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
Y 0 RECORD DRAWINGS JPS 11/18/2013
MARK REVISION BY DATE KERB JPS JKO JPS 12-219 FEBRUARY 2013
SCALE SHEET
VERTICAL N/A
KS" 10 N
ER.0 c IPON O'Li
HORIZONTAL =40'
TR
PLOTTING SCALE:
GRADING :PL -24N 0
FILE NAME: 12-219
BEAU FL do SNU J.",
SI17OH 11
BE P. tip JUDY C ' l l t� ` SiitO#1SHANIN H CA5IEE4AiE INGS I510W
KENNEDY '.i t _ \ SHANNON C?�StLE(�i1 SECTION 9
38 tt - - iE SiJ8DiY1SiO MARILYNN J. HIL LIDS 1 t � CASTLEGATE BDIVIISION � 1.
BLOCK 2
SM9;TION 8 t ICASTIEGRIE SUli01Vt5<dN PATiI 7J. 1S SRiQH i$20 494 t
--/ I t 1 BRANDON LEONE CAsTLEG -TE SUBDM510N SUBDrAVM LAT 2, i BLOCK 2 /
_ _ _ � BLOCK 2 , LCIT B�OBW 9 2 4 `;`` M�9Ct1AQ. I- HO!!K TE SUBDMSt
C i DARRg1 ROSS FtROMAS `� ,4820/084 LOr 4. BLOC 2 l 3. BLOCK 2 it
a SIEVE A STRONG% TE SUBDNI530SECTION 9BLOCK 2 SECTION 9 SECTION 9 �O/qg4
l ASTIEGA7E SUBDMSION JERRY L a RAMONA K , CASTt£C�1TE SUB SECTION 8 / I + C,
4820 094 G+
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3-23!
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SECTION 9 } Wessat. PARKLDLSOH LOT 7 BLOCK 2 4820/094 �° ` 53"� - 2: P
t' OEMRF3C '$ L#r 11. EREDITH 0 J 2 y f SECTIONN 9 SUBDIVISIO '!S?%94 `S 12 W� P
_1 1 l� LEANNE WAGNER•.. f LOT 9. BLACK 2004
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SUBDNISiON ! 4820/094
SECTION 9 l r'--
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CASTLEGATE SUBDTMON 1 f 4820/094
'► SECTION 9L6UIS
i moi" H 9+IElAIiDER ( W O. P --'•
V �48Z0 084 2 TE SUBOMSION N r-)
- ---' - t
BCS D W CO. ,` l't / : SECTION 9 -F 63' N p "r--�"''�- PTIMT
t f, X85 42 t LOi 13, BLOCK 2 1 $" - fi93 • t P _ --� "`"_ 1 =. �..� ;1 y
my J tl i 0 PIPELINE C9fiRIDOR L; ! 0/� S56° t}9 Z
!CA
5D 25 D - 5D t _
CA P "_ - t r s ll
(� `r`G r O _ --- `- CITY OF COLLEGE STATION P'd �t
E1401 SCALE IN FEET t'j P �� ^ ? EXISTING EXPLORER PIPELINE ti CASTLEGATE SUBDIVISION VICTORIA AVENUE SHELTER `
UA P _ CTrGO PIPELINE i � SECTION 8, BLOCK 1, LOT 1
,lt it l P P 1 EASEMENT� 4 f 4820/094
161
S480 03' 11 "E 575.92`
CITY OF COLIFSJ: 5UlTION t 50 Fr PIPELINE CORRIDOR '
CASTLEGATE SUBDIVISION
j--
% SECTION 200, PARKLAND. i r LZ I
P ! 1O38z/260 ti t
C .�-i P P P P P P - la p 'f .�
P P P P 1 P P P P P P P p l
EXISTING ENERGY TRANSFER
3 COMPANY PIPELINE
-- P _ e N48° 03' 3 "Vii - 350.85' - ST «= - ST ST - ST - ST - ST - ST - ST - N48° 03` 31" - 56,1.75-' �'
P , ! ,� '• `- :t ;i ST ...ST - ST ST �It ST ST - ST - ST ° L _
ST' ST - ST
=:, FUTURE
W. Y . •Prhilfi-&fts Parkway F:rA ; ti CASTLEGATE ll jjjI
SECTION 101 ( t� ( SUBDIVISION
t i ' ' -L
j L ( `..•'4' '; ';} i rX
SECTION 200 8368J131
I SECTION ZOO I
DOS DORADO'
_ r 338
I j DEVELOPMENT, LLC. ;
TRACT 25 i L' RE FUTURE secTloN :
Lao 3
r j ti PLAT 4027/029 j SEcTi 100
h
41 DEED 9656/213
LEGEND
LIGHT FIXTURES BETA LED 'THE EDGE" LUMINAIRE, CAT. #
ARE-EDG-2MB-AA-06-C-UL-SK-F(120)-R, TYPE 3
LQNESTAR PRESTRESS, ROCHESTER SERIES, CAT. #
LIGHT POLES 161214 -FB (BLACK ETCHED FINISH WITH ACRYLIC
SEALER. 2-3/8" TENON, POLE EMBEDDED, 12' TALL)
BENCHES VICTOR STANLEY, MODEL CR -196: CLASSIC SERIES
BENCH. DARK GREEN.
HAWS 3150 DUAL HT FOUNTAIN EXPOSED AGGREGATE
LINE TABLE
'LENGTH
LINE #
CURVE TABLE
BEARING
L1
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD BEARING
C1
65.30'
2533.10'
001' 28' 37'
32.65'
65.30'
S41' 02' 26"W
C2
39.27'
25 -OW
090' 00' 00'
25.00'
35.36'
S86' 56' 29W
C3
52.96'
524.50'
005 47' 07'
26.50'
52.94'
N45 09' 58'W
C4
437.92'
34493.66'
000' 43'39'
218.96'
•1�37.92' 1
N42' 16' 24-W
C5
63.16'
1 625.50'
005 47' 07"
31.61' 1
63.13' I
N45- 09' 58-W
LIGHT FIXTURES BETA LED 'THE EDGE" LUMINAIRE, CAT. #
ARE-EDG-2MB-AA-06-C-UL-SK-F(120)-R, TYPE 3
LQNESTAR PRESTRESS, ROCHESTER SERIES, CAT. #
LIGHT POLES 161214 -FB (BLACK ETCHED FINISH WITH ACRYLIC
SEALER. 2-3/8" TENON, POLE EMBEDDED, 12' TALL)
BENCHES VICTOR STANLEY, MODEL CR -196: CLASSIC SERIES
BENCH. DARK GREEN.
HAWS 3150 DUAL HT FOUNTAIN EXPOSED AGGREGATE
LINE TABLE
'LENGTH
LINE #
APPROVED
BEARING
L1
112.60'
S42' 11' 24'W
L2
3.43'
N48' 05' 00'W
L3
25.34'
S41' 56' 23'W
L4
47.76'
N42' 38' 11'E
LIGHT FIXTURES BETA LED 'THE EDGE" LUMINAIRE, CAT. #
ARE-EDG-2MB-AA-06-C-UL-SK-F(120)-R, TYPE 3
LQNESTAR PRESTRESS, ROCHESTER SERIES, CAT. #
LIGHT POLES 161214 -FB (BLACK ETCHED FINISH WITH ACRYLIC
SEALER. 2-3/8" TENON, POLE EMBEDDED, 12' TALL)
BENCHES VICTOR STANLEY, MODEL CR -196: CLASSIC SERIES
BENCH. DARK GREEN.
HAWS 3150 DUAL HT FOUNTAIN EXPOSED AGGREGATE
ItUMN
Chintz Engineerh, LLC
2730 Longmire, Suite A
College Station, Texas 77845
979.764.390() TBPE NO. 12327
THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY
JOSEPH P. SCHULTZ, P.E., LICENSE
NO. 65889 ON FEBRUARY 8, 2013.
ISSUED FOR CONSTRUCTION
SURVEYED
DESIGNED
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 MANNER THAT THE
APPROVED
WATER FOUNTAIN
CONCRETE. STAINLESS STEEL VALVE ASSEMBLY.
KERR
JPS
B. CONTOURS SHOWN ARE FROM AERIAL TOPOGRAPHY PREPARED IN 2005.
-
TRASH
RECEPTACLE
PILOT ROCK MODEL 55- HOLDS . TRH CN-55PC24
/ GAL
�ft91.�FS•
AS NECESSARY TO PREVENT REMOVAL OF TREES.
- REVIEWE" O
" ,.
BARREL. 2"X4" VERTICAL GREEN PLASTIC SLATS.
LEA PARK &PLAY 200-X ROTATING GRILL MODEL it
I T R p H
VICTORIA
O3 AVENUE SS
1.
CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF PIPELINES. UTILITIES AND SERVICE
LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS NOT AT LEAST 48 HRS PRIOR TO ANY
COMPLIANCE
GRILL
200. ROTATES FULL 360 DEGREES. NON-TOXIC BLACK
FINISH, 3-1 /2" OD IRON PIPE PEDESTAL
V tC t 1 LEL 1.x,11
TE
CONSTRUC110N. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE Tt3 EXISTING FACIUTiEs. CALL
E
}
(OR
PLAN VIEW
13. DEVELOPER WILL INTERCEPT EXISTING CONDUIT AT DESIGNATED TRANSFORMERS OR OTHER EXISTING DEVICES AND
7-800-DfG-TESS.
APPROVED EQUAL J
• FLOOR AREA = 320 SF {�---�-- 20
2
ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE 2012 BRYAN / COLLEGE STATION STANDARD
SPECIFICATIONS.
�y
I X013
i
MANSION ATHLETICS FURNITURE TABLES, 8' TWO SIDED
• STEEL PIPE FRAME STRUCTURE W/ MASONRY AROUND BASE 1APR
t
TAB LE
ADA PICNIC TABLE, ALUMINUM, 2%" DIAMETER" ALL
• VAULTED INTERIOR CEILING I ! 1
3.
.ALL UTILITY LINES (WATER. GAS, SANITARY SEWER. G.T.E.. STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST
AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION
�ULLtU� � IH# ff ��
WELDED WALK THROUGH FRAME, MODEL NO. 1276053. � h
• LIGHTED INTERIOR
-
UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY de
V
(QR APPROVED EQUAL
• SHINGLE ROOF
INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE SHOWN POSITIONS MAY NOT REPRESENT
AS -BUILT CONDITIONS.
T L+Fp►)��+C�+
®GYELLJP4YIEIVT SERVICES
CES
16. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN. (PULL BOXES PROVIDED BY CITY.)
•FINISHED CONCRETE FLOOR
4.
DISTURBED
V
PLAT FILED.
to
• COLORS AND MASONRY TO, MATCH OTHER SIMILAR STRUCTURES
ON 18' C -C
W
AREAS SHALT. BE BROADCAST SEEDED WITH BERMUDA/RYE MIXTURE IN ACCORDANCE N7Tii STANDARD
MASONRY
AROUND W
!
IN CASTLEGATE
SPECIFICATION secTloN 32 92
p�
-#_
S.
NO PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA
r- 16' ---i
(4 - >`i`5 BARS)
12' X 30' PERIMETER
6.
ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS,
BEAM
(4 - #5 BARS)
NOT TO BE VISILE FROM ANY PUBUC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT,
MEASURED FROM A POINT FIVE FEET ABOVE GRADE SUCH SCREENING SHALL. BECOORDINATED WBH THE HULLOING
ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE
i
LLLJI 11111, 7. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED 'VICINITY
ItUMN
Chintz Engineerh, LLC
2730 Longmire, Suite A
College Station, Texas 77845
979.764.390() TBPE NO. 12327
THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY
JOSEPH P. SCHULTZ, P.E., LICENSE
NO. 65889 ON FEBRUARY 8, 2013.
ISSUED FOR CONSTRUCTION
SURVEYED
DESIGNED
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 MANNER THAT THE
APPROVED
JOB NO.
PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE
KERR
JPS
B. CONTOURS SHOWN ARE FROM AERIAL TOPOGRAPHY PREPARED IN 2005.
JPS
12-219
S. THE ALIGNMENT AND LOCATION OF THE CONCRETE PATH AND FITNESS STATIONS MAY BE ADJUSTED IN THE FIELD
AS NECESSARY TO PREVENT REMOVAL OF TREES.
10. THIS PROPERTY IS IN THE SPRING CREEK SANITARY SEWER IMPACT FEE AREAL
EAST & WEST ELEVATION
NORTH & SOUTH ELEVATION��ICAL
NaTFs:
5'
11. DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN.
12. DEVELOPER
PROVIDES 30' OF RIGID OR IMC CONDUIT FOR RISER POLES. CSU INSTALLS RISER.
}
^^
13. DEVELOPER WILL INTERCEPT EXISTING CONDUIT AT DESIGNATED TRANSFORMERS OR OTHER EXISTING DEVICES AND
EXTEND AS REQUIRED.
~=
v
14. IF CONDUIT DOES NOT EXIST AT DESIGNATED TRANSFORMER OR OTHER EXISTING DEVICES. DEVELOPER WILL
i
t
FURNISH AND INSTALL CONDUIT AS SHOWN ON CSU ELECTRICAL LAYOUT.
4' STEEL. PIPE VERTICAL
�
�
jjj
4' STEEL PIPE VERTICAL
COLUMN
�
i
jj
15. DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND DESIGN.
-
COLUMN
(
16. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN. (PULL BOXES PROVIDED BY CITY.)
' 4' SLAB W/ 4 BARSIII
h
to
17. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT AND/OR SITE PLAN.
ON 18' C -C
W
MASONRY
AROUND W
_
COLUMN
12' X 30'PERIMETER _ �.1 r - 20' -►i
r- 16' ---i
(4 - >`i`5 BARS)
12' X 30' PERIMETER
BEAM
(4 - #5 BARS)
ItUMN
Chintz Engineerh, LLC
2730 Longmire, Suite A
College Station, Texas 77845
979.764.390() TBPE NO. 12327
THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY
JOSEPH P. SCHULTZ, P.E., LICENSE
NO. 65889 ON FEBRUARY 8, 2013.
ISSUED FOR CONSTRUCTION
SURVEYED
DESIGNED
DRAWN
APPROVED
JOB NO.
DATE
KERR
JPS
JKO
JPS
12-219
i
ItUMN
Chintz Engineerh, LLC
2730 Longmire, Suite A
College Station, Texas 77845
979.764.390() TBPE NO. 12327
THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY
JOSEPH P. SCHULTZ, P.E., LICENSE
NO. 65889 ON FEBRUARY 8, 2013.
ISSUED FOR CONSTRUCTION
SURVEYED
DESIGNED
DRAWN
APPROVED
JOB NO.
DATE
KERR
JPS
JKO
JPS
12-219
FEBRUARY2013
OF
*
�r: ............,*..
JOSEPH P.. SCHULTZ
.............
...
S 65889.••,•
1•
1 FIRM # 1232T
SCHULTZ ENGINEERING, LLC
CASTLEGATE II IS PARK A
VICTORIA AVENUE
SECTION 9, LOT f, BLOCK >
SECTION 200,. PARKLAND
CASTLEGATE, Il PARK A
CASTLEGATE SUBDIVISION SECTION 9,
LOT 1, BLOCK 1, 2.37 ACRES
VOL. 4820 PG. 094
AND CASTLEGATE II SUBDIVISION SECTION 200,
PARKLAND, ACRES
VOL. 10392 PG. 260
3.76 ACRES TOTAL
ROBERT STEVENSON LEAGUE, A-54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
OWNER SURVEYOR:
City of College Station Brad Ken, RPLS No. 4502
PO BOY 9973 Kerr Surveying, LLC
College Station, TY 77842-8083 JANUARY, 2013 409 N Texas Ave.
Bryan, TX, 77803
� (979) 268-3195
DEVLOPER:ENGINEER j
Schultz Engineering, LLC
3-D Development WAPR 18 Z013 Firm #12327
4490 Castle to Drive
2730 Longmire,Suite A
College Station, TY 77845
,��-'-.
,�,. - College Station Texas 77845
. e � t. 1.]
� �
9 690-7250
O �- � 979-764-3900
4G1NEE Q
3i2 ELECTRICAL
TRANSFORMER i
AV
X
.. .. O �\
10 5 0 10
SCALE IN FEET
TREE BARRICADE FENCING A
1" WATER
1" PVC
DISTURBED ELECTRICAL
AREA LIMITS ~` CONDUIT
�c Y
CITY OF COLLEGE STATION
CASTLEGATE SUBVISION t,',hNe4%Ijs,
SECTION 9, BLOCK 1, LOT 1 3" CALIPER LINE
-`
4820/094 OAK TREES (TYP) `a
117.
LIGHT
BIKE ;
PVC RACK
SLEEVE :` `•~
fit
�.lE dt
t r_1\1y—
,,
20' X 16' SHELTER W ::.........:..............
TABLE GRILL AND TRASH
RECEPTACLE
_ o
IIIIIIIII if If 1111 i CLEANOUT
:i
LIGHT
MM
PARK BENCHES
WATER FOUNTAIN
13- AND HOSE BIB
4" SEWER SERVICE
CLEANOUT
4AhlW
3�
6'
10a'
-�-F-�-t
SYMBOL SIZE NAME & TYPE QUANTITY POINT VALUE TOTAL POINTS
6' AT EACH END
,Ili r
t}Iit•— —}f !—
iliit�
_ ;#itL
LIVE OAK
i.l#I!!—
STREETSCAPE
„yi, 31 ;_
11 3 A
y..}•{• —.)....�`_
(Quercus virginiana)
ii;tI
.��I.ili!—
CASTLEGATE
CANOPY
ADDITIONAL LANDSCAPE POINTS FOR STREETSCAPE: 2394.
t ,
(128'/50) x 300 POINTS = 768 POINTS
'BE
2. ALL BACKFLOW DEVICES MUST
Iii- Ii'tiI
INSTALLED AND TESTED UPON
"
CREPE MYRTLE
kl
STREETSCAPE
„tI
50% = 480 POINTS 2394.
I•
(Lagerstoemia indica)
r. ,I
1.' t
VOL. 10392 PG. 260
24'
NON -CANOPY
VICTORIA AVENUESTREETSCAPE: TO CITY OF COLLEGE STATION PARKS
3.76 ACRES TOTAL
EP W
DEPARTMENT. SHO LINES, VALVES,
>4" CAL
EXISTING POST OAK
2
400
800
= 4 CANOPY TREES REQUIRED
..
COLLEGE
(Quercus stellata)
2 CANOPY TREES PROVIDED
4 NON -CANOPY TREES PROVIDED*w 1
OWNER:
(titlki-kI)
!-
I
City of College Station
Brad Kerr, RPLS No. 4502
* 2 .NON -CANOPY TREES COUNT AS 1 CANOPY TREES 11 ; "``'
>4" CAL
EXISTING ELM
eliill C
400
Ik3�—iklk?tt:
I
[:-30* MIN.�:d
+
(UlmuS)
(979) 764-3570
15'�3I
IT
S'
�=31)" �MIN.
CANOPY
DECORATIVE ROCK(NOT LOOSE, OR A PERENNIAL GRASS IS x
REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE �y
DEVLOPER:
TOTAL: 2060
AREAS THE PARKING LOT SETBACK RIGHTS-OF-WAY AND
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P p
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cn 4' HT. CHAIN LINK FENCE OR ORANGE PLASTIC -
i FENCING MAINTAIN DURING CONSTRUCTION
SEAL WITH EXPANSION NOTES:
JOINT MATERIAL SMOOTH .DOWEL BAR 1. FINISH: UG14T BROOM FINISH. JOINTS TO
3 EXISTING 1/4" R-,, j' 1/2" 0 X 18". 12'" O.C.
COATED W HEAVY GREASE)BE 700IED 1' DEEP AT AN INTERVAL
ice. n TREE , 3/4';% ( / EQUAL TO THE siDEwAcx WIDTH.
- r Y, EXPANSION JOINTS 0 40' O.C..
"- CONTRACTION JOINTS ® 6' D.C.
cn
4,.
2. DOWEL !N AND TIE TO --r C
ANY CONCRETE
-- pI
STRUCTURE CTURE ADJACENT TO SIDEWALK
t . �.. RECYCLED MATERIAL, 1/2 � •• (DR iVEWAY, lN1.Er BOX, CURB, JUNCTION
THICK AS MANUFACTURED ` BOX, ETC.) WITH #3 X 12" BARS 0 12'
BY J.D. RUSSELL CO. OR 3" LONG METAL OR PLASTIC CAP, INSIDE O.C. OR #4 X 12' BARS 0 18" O.C.
TREE BARRICADE BARRICADE DIA DIAMETER E L 1/16" L GRESTIC CAF,
_14
N
P' TREE CAL X 12" + 12" APPROVED EQUAL DIAMETER OF DOWEL BAR. CAP MUST 3. COMPACTION: COMPACTED SUBGRADE
( ) MATERIAL COMPACTED TO A DENSITY OF
�'t BE LONG ENOUGH TO COVER 2"OF AT LEAST 98% OF MAXIMUM DRY DENSITY
'T`IE B"CALVE DE'T'AIL
P CAP IS 1" FROM END OF BAR. AS DETERMINED BY PROCTOR
U)
COMPACTION TEST ASTM 0698
) 1 DOWEL AND HAVE STOP SO END OF (STANDARD) AND Si•6U1 BE 0-4% WET
OF THE OPTIMUM MOISTURE CONTENT.
q
SIDEWALK EXPANSION
SIDEWALK OR PATH
TOP OF PATH TO —..-
WHERE APPLICABLE r BE 1' ABOVE s'-0" — E
.prt.. MARK LOCATION WITH
> y GALVANIZED CARRIAGE INSTALL BOLT IN WALK &®NS�TCTON DONT
GROUND 1% MIN. s
, 2% MAX_
BOLT �'s X 2
- SAWED OR FORMED.
a 1I8,. TO 3/i6"-. SEAL WITH EXPANSION SEE NOTE 3
JOINT. MATERIAL, MIN.
#3 BARS ® 12" O.C.E. W. OR - 28 -DAY CONCRETE
//m4 BARS @ 18" O.C.E.W. S IRENGTHi K 13000 psi
/\/\
( C MIN.)
EXTEND END 12" /� ��\/•�` 4,• SEE FINISH NOTE
a BEYOND CONCRETE
AND TAPE BOTH ENDS CONCRETE PATS
SIDEWALK CONTRACTION JOIT T
p• TYPICAL SECTION
3" SCH 40 PVC PIPE
S - 12" BELOW TOP OF NTS
-- GRADE TYP. VI WE 0
P ' = ]PVC SLEEVE
C30 M" P L I A N C E
APR 1.8 2013
Pp ... CULLtUl: 5IA11 iON
DEVELOPMENT SERVICES
PLAT FILED:
LAINTII"G L E I
LANDSCAPE & STREETSCAPE POINTS
SYMBOL SIZE NAME & TYPE QUANTITY POINT VALUE TOTAL POINTS
f,`
1. IRRIGATION SYSTEM MUST BE PROTECTED
=� =
2.1" -3.4" CAL
LIVE OAK
2
STREETSCAPE
300
11 3 A
(Quercus virginiana)
150
-
CASTLEGATE
CANOPY
ADDITIONAL LANDSCAPE POINTS FOR STREETSCAPE: 2394.
t ,
(128'/50) x 300 POINTS = 768 POINTS
'BE
2. ALL BACKFLOW DEVICES MUST
VOL. 4820 PG. 094
INSTALLED AND TESTED UPON
> 1.25 CAL .
CREPE MYRTLE
4
STREETSCAPE
160
50% = 480 POINTS 2394.
(Lagerstoemia indica)
40
VOL. 10392 PG. 260
NON -CANOPY
VICTORIA AVENUESTREETSCAPE: TO CITY OF COLLEGE STATION PARKS
3.76 ACRES TOTAL
EP W
DEPARTMENT. SHO LINES, VALVES,
>4" CAL
EXISTING POST OAK
2
400
800
= 4 CANOPY TREES REQUIRED
..
COLLEGE
(Quercus stellata)
2 CANOPY TREES PROVIDED
4 NON -CANOPY TREES PROVIDED*w 1
OWNER:
SURVEYOR:
CANOPY
City of College Station
Brad Kerr, RPLS No. 4502
* 2 .NON -CANOPY TREES COUNT AS 1 CANOPY TREES 11 ; "``'
>4" CAL
EXISTING ELM
2
400
800
+
(UlmuS)
(979) 764-3570
Bryan, TX 77803
268-3795
CANOPY
DECORATIVE ROCK(NOT LOOSE, OR A PERENNIAL GRASS IS x
REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE �y
DEVLOPER:
TOTAL: 2060
POINTS PER PROJECT AREA: IRRIGA11ON NOTES:
1. IRRIGATION SYSTEM MUST BE PROTECTED
6,415 SQUARE FEET OF SITE AREA BY EITHER A PRESSURE VACUUM
�{
6,415 SF / 1,000 = 6.41.5 BREAKER, REDUCED PRESSURE PRINCIPLE
CAST1.-ji-_�%13z
11 3 A
6.4 x 30 = 192 POINTS BACK FLOW DEVICE, OR A�A
PER FLOW
AS BACK
CITY DEVICE
INSTALLED E-CHECK
A
NSORDINANCE
CASTLEGATE
SUBDIVISION SECTION 9,
ADDITIONAL LANDSCAPE POINTS FOR STREETSCAPE: 2394.
LOT 1, BLOCK 15 2.37 ACRES
(128'/50) x 300 POINTS = 768 POINTS
'BE
2. ALL BACKFLOW DEVICES MUST
VOL. 4820 PG. 094
INSTALLED AND TESTED UPON
TOTAL POINTS REQUIRED: 768 + 192 = 960 POINTS INSTALLATION AS PER CITY ORDINANCE
AND CASTLE
II SUBDIVISION SECTION 2001
50% = 480 POINTS 2394.
PARKLAND, I.3� ACRES
TOTAL POINTS PROPOSED: 2060 POINTS
(1900 POINTS FROM CANOPY TREES > 50%) 3. CONTRACTOR/DEVELOPER TO FURNISH
VOL. 10392 PG. 260
ACCURATE AS BUILT IRRIGATION PLANS
VICTORIA AVENUESTREETSCAPE: TO CITY OF COLLEGE STATION PARKS
3.76 ACRES TOTAL
EP W
DEPARTMENT. SHO LINES, VALVES,
CANOPY TREES (1 PER 32'): 128' HEADS, CONTROLLER, WIRING, ETC.
ROBERT STEVENSON LEAGUE, A-54
= 4 CANOPY TREES REQUIRED
..
COLLEGE
STATION, BRAZOS COUNTY, TEXAS
2 CANOPY TREES PROVIDED
4 NON -CANOPY TREES PROVIDED*w 1
OWNER:
SURVEYOR:
Ii" ' `'
a a
City of College Station
Brad Kerr, RPLS No. 4502
* 2 .NON -CANOPY TREES COUNT AS 1 CANOPY TREES 11 ; "``'
PO BOX 9973
Kerr Surveying, LLC
W
C -' n���
College Station, TX 77842-8083
JANUARY, 2013 409 N Te= Ave.
GENERAL NOTE: '� L
100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING.-
(979) 764-3570
Bryan, TX 77803
268-3795
(979)
DECORATIVE ROCK(NOT LOOSE, OR A PERENNIAL GRASS IS x
REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE �y
DEVLOPER:
ENGINEER:
AREAS THE PARKING LOT SETBACK RIGHTS-OF-WAY AND
ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION.4�1 ` � p Schultz Engineering, g, LLC
` �,� 3-D Development Firm #12327
4490 Castlegate Drive 2730 Longmire, Suite A
College Station, TX 77845 College Station, Texas 77845
(979) 690-7250
979-764-3900
0/O�y�r I }� a c I
to ge OF "+ SCALE �I�I��T
oc,;-hultz Engineering,
THE SEAL APPEARING ON THIS 9 �;?;....»... q�- y�
DOCUMENT WAS AUTHORIZED BY *: *�{ ��� SUBDIVISION �SITE & VERTICAL N/A
JOSEPH P. SCHULTZ P.E. LICENSE ,�: a
NO. 65889 ON FEBRUARY 8 2013. '. "" ........................
2730 Longmire,SuiteA �,aosr tz VICTORIA AVENUE �_ .
College Station, Texas 77845 ISSUED FOR CONSTRUCTION 65889 HORIZONTAL 1 —30
979.764.3900 TBPENO. 12327 �. % 0 SECTION 9, LOT '1, BLOCK I LANDSCAPE .
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE 04,13 j SECTION 200, PPA.RKLAND PLOTTING SCALE: 1:1
KERR JPS JKO JPS 12-219 FEBRUARY 2013 FIRM m 1232
MARK REVISION BY DATE SCHULTZ ENGINEERING, LLC S17
FILE NAME: 12-219
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LEGEND
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�-�-���-/»��.` U
'
EROSION CONTROL NO" S-
1' APPROVED EROSION CONTROL MEASURES MUST BE U�STALLED DURING THE
ENTIRE TIME THAT EARTH HAS BEEN BARED BY AND SHALL
STAY IN PLACE UNTIL ACCEPTA8LE VEGETATIVE GROWTH IS ESTABLISHED
AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR.
'
2, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS
NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING
THE PROJECT SITE.
3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE
EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE
EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE.
4~ H\DR0WUCLH SEEDING SHALL BL
E !NST�LED ON ALL DISTURBED AREAS
WITHIN 14 DAYS OF FINAL GRADING.
5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED A
AFTER IS COMPLETE.
='
0' INLET PROTECTION TO BE INSTALLED AT ALL INLETS.
7. INSTALL ROCK CHECK DAMS OR 3U]' FENCE BARRIERS AS NEEDED AT .
CONCENTRATED FLOW LOCATIONS. REMOVE THESE EROSION CONTROL
'
MEASURES ONCE GRASS IS ESTABLISHED.
'
MIN. DEPTH
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`
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LEGEND
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'
EROSION CONTROL NO" S-
1' APPROVED EROSION CONTROL MEASURES MUST BE U�STALLED DURING THE
ENTIRE TIME THAT EARTH HAS BEEN BARED BY AND SHALL
STAY IN PLACE UNTIL ACCEPTA8LE VEGETATIVE GROWTH IS ESTABLISHED
AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR.
'
2, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS
NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING
THE PROJECT SITE.
3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE
EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE
EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE.
4~ H\DR0WUCLH SEEDING SHALL BL
E !NST�LED ON ALL DISTURBED AREAS
WITHIN 14 DAYS OF FINAL GRADING.
5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED A
AFTER IS COMPLETE.
='
0' INLET PROTECTION TO BE INSTALLED AT ALL INLETS.
7. INSTALL ROCK CHECK DAMS OR 3U]' FENCE BARRIERS AS NEEDED AT .
CONCENTRATED FLOW LOCATIONS. REMOVE THESE EROSION CONTROL
'
MEASURES ONCE GRASS IS ESTABLISHED.
'
MIN. DEPTH
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(ASTM
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12-219 FEBRUARY 2013
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GRADING `CONS-TRUCTION
| 1. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE
` GRADING PLANS. MINOR ADJUSTMENTS TO THEACTUAL ELEVATIONS
SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH
ECONTOUR XK�lN� GROUND ElJ]64�ONSAND STRUCTURES. THE PROPOSED
'
LINES SHOWN ARE APPROXIMATE ONLY, THE DESIGN�«�«�� m«o ' ` ' �' '
| ' GRADE SPOT ELEVATIONS SHOULD BE USED FOR CONSTRUCTION OF � '�~~-� '' � . ',� ' GRAVEL BAG
. THE SITE WORK'
2- THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON
ALL DISTURBED AREAS' / ' � � -- '
3. GRADE SITE TO DRAIN
�
' - -
NOTE: '
TEMPORARY D[wC[5 AROUND ST0Rw DRA|FS ARE USED TO D[Tmw AwD/OR nLTEn SEDeEwT-LADEN RuwOFr. THE
-DIAMOND CHECKERED -~ � � PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO D|SC*AROE INTO A STORM DRAIN /wLET OF CATCH 8xS111.
GRAVEL BAGS SHALL BE uv RESISTANT AND wVSr NOT DEGRADE Du[ TO AJwO5P*ExxC CONDITIONS.( -RAVEL BAGS
`
ANNULAR— SPACE 3xALL BE REPLACEDUPON OF D�T�]nxJw. S��v[L BAGS SHALL BE |w�TxLLD w|TOnED
.` T*n0UGHDuT THE PROJECT uP0w |wSTALL,4r|0w OF At] INLET.
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1. CONCRETE TO BE
��
AND STRENGTH �wm
_ _-
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THE SEAL APPEARING ON THIS
U Q � ,
DOCUMENT VW4SAUTHORQED BY
Engineering,��n��'JDSEPH P.BCHULTZ. P.E-, LICENSE273DLonsn�i�,SuUeA ' ' NO. 65889 ONFEBRUARY 8, 2013'
Ilk College Station, Texas 7784S _ ISSUED FOR CONSTRUCTION
979.764.3900 TBPE NO. 12327
SURVEYED
DESIGNED
DRAVVN
APPROVED
JOB NO. DATE
KERR
JPS
JKO
JPS
12-219 FEBRUARY 2013
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