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PROJECT BENCHMARK: XXXXXXXXXXXXXXXXXXXXXXXXXXXr X= 3560195.2907,
Y= 10209870.3709, Elev= XXXXXXXXXX
SANDBAG
FILTER FABRIC
NOT TO COVER
,.:
AIN U11 t
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ROCK SIZE '`
314" TO 1-112"
NOTE:
TEMPORARY DEVICES AROUND STORM
DRAINS ARE USED TO DETAIN AND/OR
FILTER SEDIMENT -LADEN RUNOFF.
THE PROTECTION ALLOWS SEDIMENT
TO SETTLE PRIOR TO DISCHARGE INTO .
A STORM DRAIN INLET OR CATCH BASIN.
SAND. SAGS SHALL BE UV RESISTANT
AND MUST NOT DEGRADE DUE TO
ATMOSPHERIC CONDITIONS.
SAND
RSTSNFDD UPON
IGSHALL
ETRIORATIION
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METAL
MAINTAIN
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USED IN AREAS OF
DRAINAGE FLOW'
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ALLOW 2:5' TO 5' AT TOE OF
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ALONG SLOPE CONTOURS.
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SILT FENCE ASSEMBLY
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DATE DETAIL NO. C;iiirijeCoiarsz':SrAliiiv
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w c�I GRATE INLET
L_ � Z o M z 00 EXISTING
Z 24" RCP I T/INLET'=305.01 TX. FIRM # F-1443
18 FL(IN)=300.50
24 FL(OUT)=300.37 511 UNIVERSITY DRIVE EAST
SD -1 STA 0+17.13 i - - - - -- SUITE 204
C� - -- 1-18" PRECAST S.E.T. I 1
18" FL(OUT)=300.72 COLLEGE STATION, TX 77840
I EXISTING GRATE INLET TO BE PROTECTED PLAN & DESIGN SPECIALISTS IN
.� �-• - ��0 USING METHODS SHOWN ON DETAIL SWPP1 -00 CIVIL ENGINEERING : HYDRAULICS
I 6 HYDROLOGY + UTILITIES « STREETS
`\�...... 30�.__ -- .. ...... //""/ y t I I SITE PLANS + SUBDIVISIONS
- - - - - - - ------SILT FENCE ------------- _ =-------------- =�--- -= ?��� ----- -' lJ
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:=-______ ' -_ ' -- - _ _ 6'�ri: 3��'! '/ E" i BILLY GILSTRAP AND .►� OF l ��
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CHRISTOPHER E. MIZE AND
-
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MELISSA MARKEL MIZE
--------- ------------------------ 9301/129
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GENERAL CONSTRUCTION NOTES:
1, It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities.
or shall contact all utility company representatives a minimum of 48 hours in advance of any \ I '
Furthermore, the Contract Y PROPOSED
8" SANITARY
- LINE • .............
SEWER I 0
excavation. 0
Iry
a Contact Dig Tess ® 1-800-344-8377 I _
\\ -
b. Contact Mike Lavender CSD Suddenlink 846-2229 C � > I � ~� I �
� I IQ)
ry
C. Contact Richard Wallace @ Verizon 821-4752
Electrical) 764-6255
d. Contact Gllbert Martinez ® CSU ( I
e. Contact Butch Willis ® CSU (Water/Wastewater) 764-3660
( Gas ( \ �� I _
f. Contact Josh Norton ®Atmos Gas (Gas) 764-3570 SILT FENCE
312 312
�: � •
2. All construction shall be in accordance with the current City of College Station (C.S.) Standard Specifications for Street
Construction, B/CS Unified Technical Specifications, Water and Sewer and Generals, 2012, and BCS Unified Design Details. All
inspection shall be performed by the staff of the City Engineer of C.S. All construction shall be coordinated with the City of!
H
C.S. City Engineer.
oval from the f /j
r SANRILAL CHHITUBHAI PATEL
3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written app
City Engineer for any substitution prior to Construction. Requests for changes should include product information and an - 310
'all responsible for the engineer's time spent reviewing changes 310
where applicable. The contractor shall be financially p SD -1 STA 0+61.44 iI
engineers seal pp CONNECT TO EXISTING I�
and redesigning based on contractors requests.
4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard. 29 CFR Part 1926 SubparSD-1 STA 0+17.13 GRATE INLET
Subpart P and all federal,
T/INLET=305.01 1
state and local regulations. 1-18" PRECAST S.E.T. 18" FL(IN)=300.50
ING: All trenching and backfilling shall conform to the specifications set out herein. Testing shall 18" FL(OUT)=300.72
5. TRENCHING AND BACKFILL 9 24" FL(OUT)=300.37
be rovided b a certified laboratory, at the Owner's expense, to verify these standards. Any retesting due to substandard 308
p y 30$ (-
work shall be at the expense of the Contractor. Structural areas shall include all sidewalks and shall extend 5' beyond the T/BERM 307.5
curb lines of all streets, alleys and parking areas.
6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities
near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City -;
of C.S. Electrical Division. �J-- hich it is used. 306
-
7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item in w
306 1
All materials and equipment shall be both furnished and installed unless otherwise noted. ' -0.5 SPILLWAY LOPE \
8. The Contractor must provide construction staking from the information provide on these plans.
9. All soil exposed by construction shall receive cellulose fibermuich seeding.\\ 1
SPILLWAY
10. Trenches may be left open overnight if properly barricaded. ELEV=305.5
11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility, etc. are not
separate pay items. The Price of the adjustment shall be subsidiary to the construction of Sewer Line. 304 304
12. The contractor shall coordinate with Suddenlink Communications, CSU, and Verizon to adjust the location of existing
facilities, if necessary.
13. Temporary spoil areas will be identified on site by owner.
GENERAL NOTES:
ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED
BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED
AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE
GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE
SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE.
APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE
ENTIRE TIME THAT EARTH HAS BEEN BARED BY THE CONSTRUCTION AND SHALL
STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER
CONSTRUCTION IS COMPLETE AND THEN REMOVED BY THE CONTRACTOR.
ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY
RAIN.
CONTRACTOR SHALL NOTIFY THE ADJACENT PROPERTY OWNER AND ENGINEER
PRIOR TO INSTALLING MANHOLES A-3 AND A-4. THE ENGINEER SHALL PROVIDE
DIRECTION IN THE FIELD AS TO THE BEST LOCATION FOR TYING INTO THE
EXISTING SANITARY SEWER LINE TO AVOID FENCE COLUMNS.
PROFILE VIEW
TYPE "P" SAFETY -END MEATMENLT
NTS
FILENAME: saftey_end_treatment2.dwg
PLOTTED: 28 Oct 2011 - 11:17 em
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DATE
AUG. 2012:
B/CS UNIFIED
STANDARD DETAIL
DETAIL NO:.
SWPP'i-00
METAL T -POST AS
REQUIRED TO
MAINTAIN
SPACED B' APART
SILT FENCE ANDiOR
HAY BALES TO BE.
USED IN AREAS OF
DRAINAGE FLOW'
NATURAL -GROUND
77-
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4
E
4"X4" MIN: TR NCI4
20"
2"X4. WIRE MESH
FASTENED TO T -POST
SEDIMENT CONTROL FABRIC
FASTENED SECURELY TO
T -POST& WIRE MESH
8- OF FILTER FABRIC TO EXTEND
INTO A TRENCH AND BE ANCHORED
WITH COMPACTED BACK FILL
ALLOW 2:5' TO 5' AT TOE OF
SLOPE FOR SEDIMENT TO
ACCUMULATE. ALIGN FENCE
ALONG SLOPE CONTOURS.
OIRECTIOF FLOW
-;cf
SILT FENCE ASSEMBLY
. ®t
DATE DETAIL NO. C;iiirijeCoiarsz':SrAliiiv
B1CS UNIFIED
Crry of BRYAN AUG. 2012 STANDARD: DETAIL SWPPI-03
MCd»,T-SW L _ I I
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w
Y I EXIST 10' PUE
I _ _ I•
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-' LO LO = N > N SD -1 STA 0+61.44
z o �>-1-1 i i CONNECT TO EXISTING F.979.260.3564
w c�I GRATE INLET
L_ � Z o M z 00 EXISTING
Z 24" RCP I T/INLET'=305.01 TX. FIRM # F-1443
18 FL(IN)=300.50
24 FL(OUT)=300.37 511 UNIVERSITY DRIVE EAST
SD -1 STA 0+17.13 i - - - - -- SUITE 204
C� - -- 1-18" PRECAST S.E.T. I 1
18" FL(OUT)=300.72 COLLEGE STATION, TX 77840
I EXISTING GRATE INLET TO BE PROTECTED PLAN & DESIGN SPECIALISTS IN
.� �-• - ��0 USING METHODS SHOWN ON DETAIL SWPP1 -00 CIVIL ENGINEERING : HYDRAULICS
I 6 HYDROLOGY + UTILITIES « STREETS
`\�...... 30�.__ -- .. ...... //""/ y t I I SITE PLANS + SUBDIVISIONS
- - - - - - - ------SILT FENCE ------------- _ =-------------- =�--- -= ?��� ----- -' lJ
------
----------_ Vic-- -_ N/F www.mitc or an.com
:=-______ ' -_ ' -- - _ _ 6'�ri: 3��'! '/ E" i BILLY GILSTRAP AND .►� OF l ��
_ EVILEE GILSTRAPh�P� F-I'gs
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\-`ter _ _,--------------.�. ��------- ------� -." .-'...-•-- � �'i! �� �/
___- _�-_--------------- -- ---- ---- %' - V) U
N/F
CHRISTOPHER E. MIZE AND
-
.. ----- J � d ---- I
MELISSA MARKEL MIZE
--------- ------------------------ 9301/129
.......=. .........................
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1 W. M. '��`�zt S8-8 Ss -2 I W
i
GENERAL CONSTRUCTION NOTES:
1, It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities.
or shall contact all utility company representatives a minimum of 48 hours in advance of any \ I '
Furthermore, the Contract Y PROPOSED
8" SANITARY
- LINE • .............
SEWER I 0
excavation. 0
Iry
a Contact Dig Tess ® 1-800-344-8377 I _
\\ -
b. Contact Mike Lavender CSD Suddenlink 846-2229 C � > I � ~� I �
� I IQ)
ry
C. Contact Richard Wallace @ Verizon 821-4752
Electrical) 764-6255
d. Contact Gllbert Martinez ® CSU ( I
e. Contact Butch Willis ® CSU (Water/Wastewater) 764-3660
( Gas ( \ �� I _
f. Contact Josh Norton ®Atmos Gas (Gas) 764-3570 SILT FENCE
312 312
�: � •
2. All construction shall be in accordance with the current City of College Station (C.S.) Standard Specifications for Street
Construction, B/CS Unified Technical Specifications, Water and Sewer and Generals, 2012, and BCS Unified Design Details. All
inspection shall be performed by the staff of the City Engineer of C.S. All construction shall be coordinated with the City of!
H
C.S. City Engineer.
oval from the f /j
r SANRILAL CHHITUBHAI PATEL
3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written app
City Engineer for any substitution prior to Construction. Requests for changes should include product information and an - 310
'all responsible for the engineer's time spent reviewing changes 310
where applicable. The contractor shall be financially p SD -1 STA 0+61.44 iI
engineers seal pp CONNECT TO EXISTING I�
and redesigning based on contractors requests.
4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard. 29 CFR Part 1926 SubparSD-1 STA 0+17.13 GRATE INLET
Subpart P and all federal,
T/INLET=305.01 1
state and local regulations. 1-18" PRECAST S.E.T. 18" FL(IN)=300.50
ING: All trenching and backfilling shall conform to the specifications set out herein. Testing shall 18" FL(OUT)=300.72
5. TRENCHING AND BACKFILL 9 24" FL(OUT)=300.37
be rovided b a certified laboratory, at the Owner's expense, to verify these standards. Any retesting due to substandard 308
p y 30$ (-
work shall be at the expense of the Contractor. Structural areas shall include all sidewalks and shall extend 5' beyond the T/BERM 307.5
curb lines of all streets, alleys and parking areas.
6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities
near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City -;
of C.S. Electrical Division. �J-- hich it is used. 306
-
7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item in w
306 1
All materials and equipment shall be both furnished and installed unless otherwise noted. ' -0.5 SPILLWAY LOPE \
8. The Contractor must provide construction staking from the information provide on these plans.
9. All soil exposed by construction shall receive cellulose fibermuich seeding.\\ 1
SPILLWAY
10. Trenches may be left open overnight if properly barricaded. ELEV=305.5
11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility, etc. are not
separate pay items. The Price of the adjustment shall be subsidiary to the construction of Sewer Line. 304 304
12. The contractor shall coordinate with Suddenlink Communications, CSU, and Verizon to adjust the location of existing
facilities, if necessary.
13. Temporary spoil areas will be identified on site by owner.
GENERAL NOTES:
ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED
BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED
AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE
GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE
SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE.
APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE
ENTIRE TIME THAT EARTH HAS BEEN BARED BY THE CONSTRUCTION AND SHALL
STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER
CONSTRUCTION IS COMPLETE AND THEN REMOVED BY THE CONTRACTOR.
ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY
RAIN.
CONTRACTOR SHALL NOTIFY THE ADJACENT PROPERTY OWNER AND ENGINEER
PRIOR TO INSTALLING MANHOLES A-3 AND A-4. THE ENGINEER SHALL PROVIDE
DIRECTION IN THE FIELD AS TO THE BEST LOCATION FOR TYING INTO THE
EXISTING SANITARY SEWER LINE TO AVOID FENCE COLUMNS.
PROFILE VIEW
TYPE "P" SAFETY -END MEATMENLT
NTS
FILENAME: saftey_end_treatment2.dwg
PLOTTED: 28 Oct 2011 - 11:17 em
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CITY'OF COLLEGE STATION GPS YON. 131 5 10BEARS: N 2546'51' E 5579.40 10, PUBLIC UTILITYEASEMENT, 6118/47DOUGLAS C. BISHOP AND 6FALLS IN CONCRETE 9636/191FOOTING OF COLUMNIN41 imh MX &Epmff 6U1111AND MARY VOSS7466/90IrJEREMY J. BALKE10023/53CURRENTLY ZONEDSINGLE-FAMILY RESIDENTI�/1 42 INCH IRONJONATHAN D. HELANDER/117904/287 10GARY V. KNIGHT7848/2761 /2 INCH IRON 101 PUBLIC UTILITYROD S EASEMENT, 6118/47ZONINGSUBURBAN COMMERCIAL (SC) '4 2 INCH IRONR=50.00' 3.661 ACRE TRACTD=89' 19'27" PROPERTY CORNERARC-77 95' FALLS IN COT -49.41*; FOOTING OF NCIRLYMENG V2 NCO IRON 12PORTION OF THEREMAINDER OF ACALLED 117.5 ACRE TRACT2597/18613ET F31LIY GILSTRAP AND10, PUBLIC UTILITY 10280/2,118EASEMENT, 6118/47149397/149
Gary Seaback Estate, Theresa Holland, xxxxxxxxxxxx
' `^ STATE OF TEXAS '
COUNTY OF TRAYS �
\ Before me, � the nd�-~---���' on appeared '
--------known
to me to 6e t�n n whose name is subscribed to instrument,and acknowledged- to no that he / executed the oone for the purpose and consideration
' `9301/129
'
`.'sGiven under my hand and o�o| on this �' day of 2O13
\ ��� �� ' \� � "u�ou�"�u �muo�^ v��/ 0/ . .
' ' ^�:�
pxTEL\`
`10570/15*
mntnry Public, Travis County Texas
n
\
*^ JAMES M. WYATT AND
SHANNON M. GAnEY11015/220 / x
CERTIFICATE OF CITY ENGINEER
. \ `
PUBLIC UTILITY
m`v/* |.
POW OF / xu'qinoor of the City of Cn^U~Station,' '='=' herebym certify that this Subdivision Plat conforms to the n�ui.�m�/^ of the Subdivision Regulations c� the C�of College S
/2 11 CH [RON�otk�n�
mm FOUND - mw
ORIGINAL TRACT
�
\ / \
\ \
' m /
/ \
City Engineer
City of College Station
CERTIFICATE OF PLANNING AND ZONING COMMISSION
|. W|ko AohDe|J' Chairman of the Planning and Zoning Connnn|oa|on of the City of College Station, '
�ere6v certify that the
attached plat was duly approved by the Commission on the 6 of day 2013.
Chairman
CERTIFICATE OF THE COUNTY CLERK
crri"OF COLLEGE STAI`ION GPS MON. 1,31 10, PUB l LIC U11LITY 5 10
DOUGLAS C. BISHOP AND 6
PROPERTY CO USA U. IHISHOP
FALLS IN CON 9636/191
i inchSTISLO 10, PUBLIC=
AND MARY VOSS
7466/90
JEREMY J. BALXE
10023/53
t. CURRENTLY ZONED
SINGLE-FAMILY RESIDENTIAL (R-1)
INCH IRON
JONATHAN D. HELANDER />
7904/287 10
PROPOSED
10' PUE
GARY V. KNIGHT
784
8/276
Lot 2
R D S 2.558 Acres EASEMENT, 6118/47
I>e /N PROPOSED
D FOUND - CM X
1111+
R=50.00' PROPOSED 4�;
0-89*19'27' 10' PUE PROPERTY CORNER
FALLS IN CONCRETE
ARC -77.95' FOOTING OF COLUMN
CHORD=70.29' V02 IPCIWRON 12
PROPOSED
A//PROPOSED 10' PUE
13
10 PUE
9D SET t115 BILLY GILSTRAP AND
15' STREET
1 'PUE EASEMENT, 6116/47
SIDE SETBACK io' PUBLIC UTILITY 18
14
/ <
KATHLEEN L SHEN AND
Lot 1 GEORGE E. RADI
Block 1 49
1.103 Acres PROPOSED 15 x
\\7
CHRISTOPHER E. MIZE AND
16 9301/129
CURRENTLY ZONED
N \10570/154
410
17 JAMES M. WYATT AND
SHANNON M. GAREY
11015/220 2
\,EASEMENT, 6118/47
POW OF V 18
FINAL PLAT
'/ ..
STATE OF TEXAS
COUNTY OF 8RAZOSFINAL
|. Karen McQueen, County C1erk, in and for said county, do hereby certify -- this plat ~�``'nr ^�~'its certificates ofn was filed for record in my office on the ------ day of 2013' |n the Official Public Roc
ordn ofOrozon County Tnxuo. in Volume Page
' WITNESS my hand and official San|. at my office in Bryan, Texas. NOTES:
VICINITY MAP
PLA T
Of
REA 7TA
` /KiT��\
\.`...`^./
`
'FINAL
'
CERTIFICATE OF OWNERSHIP AND
DEDIC/TI(].
STATE OF TEXAS
' 1. BASIS OF BEARINGS: TEXAS STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE. (NAD 83) TIED TO C�Y nFCounty Clerk
-' -
COUNTY OF
BRAZ0S
'
|
this plat, and designated
' owner and developer of the land shown
herein as Lots 1 & 2, Block T, �f h—e Reatto 6orner Subdivision in the of College Station"
/nxoo, and
wnnoo name
is subscribed hnroto, hereby dedicate to the use of the
public forever all' streets, alleys, parks,
gnaonwoyn.
|nfnaotructuna,
easements, and public p|ooen thereon shown for the purpose and consideration therein
—
expressed.
/4} such dedications shall be in fee simple unless expresslyprovided
otherwise."
Gary Seaback Estate, Theresa Holland, xxxxxxxxxxxx
' `^ STATE OF TEXAS '
COUNTY OF TRAYS �
\ Before me, � the nd�-~---���' on appeared '
--------known
to me to 6e t�n n whose name is subscribed to instrument,and acknowledged- to no that he / executed the oone for the purpose and consideration
' `9301/129
'
`.'sGiven under my hand and o�o| on this �' day of 2O13
\ ��� �� ' \� � "u�ou�"�u �muo�^ v��/ 0/ . .
' ' ^�:�
pxTEL\`
`10570/15*
mntnry Public, Travis County Texas
n
\
*^ JAMES M. WYATT AND
SHANNON M. GAnEY11015/220 / x
CERTIFICATE OF CITY ENGINEER
. \ `
PUBLIC UTILITY
m`v/* |.
POW OF / xu'qinoor of the City of Cn^U~Station,' '='=' herebym certify that this Subdivision Plat conforms to the n�ui.�m�/^ of the Subdivision Regulations c� the C�of College S
/2 11 CH [RON�otk�n�
mm FOUND - mw
ORIGINAL TRACT
�
\ / \
\ \
' m /
/ \
City Engineer
City of College Station
CERTIFICATE OF PLANNING AND ZONING COMMISSION
|. W|ko AohDe|J' Chairman of the Planning and Zoning Connnn|oa|on of the City of College Station, '
�ere6v certify that the
attached plat was duly approved by the Commission on the 6 of day 2013.
Chairman
CERTIFICATE OF THE COUNTY CLERK
crri"OF COLLEGE STAI`ION GPS MON. 1,31 10, PUB l LIC U11LITY 5 10
DOUGLAS C. BISHOP AND 6
PROPERTY CO USA U. IHISHOP
FALLS IN CON 9636/191
i inchSTISLO 10, PUBLIC=
AND MARY VOSS
7466/90
JEREMY J. BALXE
10023/53
t. CURRENTLY ZONED
SINGLE-FAMILY RESIDENTIAL (R-1)
INCH IRON
JONATHAN D. HELANDER />
7904/287 10
PROPOSED
10' PUE
GARY V. KNIGHT
784
8/276
Lot 2
R D S 2.558 Acres EASEMENT, 6118/47
I>e /N PROPOSED
D FOUND - CM X
1111+
R=50.00' PROPOSED 4�;
0-89*19'27' 10' PUE PROPERTY CORNER
FALLS IN CONCRETE
ARC -77.95' FOOTING OF COLUMN
CHORD=70.29' V02 IPCIWRON 12
PROPOSED
A//PROPOSED 10' PUE
13
10 PUE
9D SET t115 BILLY GILSTRAP AND
15' STREET
1 'PUE EASEMENT, 6116/47
SIDE SETBACK io' PUBLIC UTILITY 18
14
/ <
KATHLEEN L SHEN AND
Lot 1 GEORGE E. RADI
Block 1 49
1.103 Acres PROPOSED 15 x
\\7
CHRISTOPHER E. MIZE AND
16 9301/129
CURRENTLY ZONED
N \10570/154
410
17 JAMES M. WYATT AND
SHANNON M. GAREY
11015/220 2
\,EASEMENT, 6118/47
POW OF V 18
FINAL PLAT
'/ ..
STATE OF TEXAS
COUNTY OF 8RAZOSFINAL
|. Karen McQueen, County C1erk, in and for said county, do hereby certify -- this plat ~�``'nr ^�~'its certificates ofn was filed for record in my office on the ------ day of 2013' |n the Official Public Roc
ordn ofOrozon County Tnxuo. in Volume Page
' WITNESS my hand and official San|. at my office in Bryan, Texas. NOTES:
PLA T
Of
REA 7TA
SUBDIVISION SURVEYOR:
'FINAL
PLAT
6'.-IORNER
' 1. BASIS OF BEARINGS: TEXAS STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE. (NAD 83) TIED TO C�Y nFCounty Clerk
-' -
PREPARED AND
COLLEGE STATION MONUMENT NUMBER 131. ` ' Brazos County, Texas
2. THIS PROPERTY DOES NOT UE WITHIN A DESIGNATED FLOOD PLAIN
being ��
FINAL PLA T of the
AREA ACCORDING TO THE F.I.R.M. MAPS
COMMUNITY PANEL NO3. 48041C031OE ,� 4OO41CO325E EFFECTIVE MAY 1G. 2U12. ISSUED BY FE- --R B' -OS
''~ '`-�""
��[���[��k�R[�A ��F\1 �\ ��-~ -
409 NORTH TEXAS AV E
COUNTY TEXAS. '`
���
` _ ___,,,_~,,,~~
��^~� uu/~uv /cxxS //ou
(Jill
661 Acres) (979) 268-314"
In the
CERTIFICATE OF SURVEYOR'
STATE OF TEXAS
�~��
� ��� ^0 ��°�
..
COUNTY OF BRAZOS
«x������ ���
������ ��.���
~-~-��� ^
�`
, .
SCALE: 1 HO
EJE STATION
|. Brod Kerr Registered Professional Land Surveyor No. 4502, in the State of Texas, h~'-~/ certify that this plat is true ondonrnoot and was prepared from an ootuo| survey of the property and that property markers
monuments were
Brazos
County, le\
ssupervision
~^~
on the ground. p'"��d under my
~
GARY SEAB8CK ESTATE
�'T�AE-L^ &A^k' L.L.P.
Brad Kerr, x.r.L.S. No. 4502
C/O THERESA HOLLAND
�1 1 UN����RY D� E�T� YO4
- � ' UNIVERSITY "'`' "'�`
' 1 71 1 �bN/N COURT
. ' . . . ' `"., ",".`.
+ �� '
COLLEGE STATION, TY 77840
SAN ANTONIO, T^ 7����
`^ ^~
PA( -NE /979\ 260 -6963 U
924-4399
[ ��
PROJECT BENCHMARK: XXXXXXXXXXXXXXXXXXXXXXXXXXXr- X= 3560195.2907,
Y= 10209870.3709, Elev= XXXXXXXXXX
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-1 inchS=�a®• 40 feet��
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w N ,,_ Q �- Do i i EXISTING GRATE INLET TO
�¢ z� �W 0 I \o rn \Q 00 I r l BE PROTECTED USING
z M¢ r- z� zr` z 0 r I I METHODS SHOWN ON
DETAIL SWPP1-00
Ii
N/F
BILLY GILSTRAP AND
I EVILEE GILSTRAP
------ -----------�I 10280/218
SILT FENCE SS -1 STA 3+18.52 I + 38
T/MH=306.24
STD 4' MH A-3 I
SS -1 STA 3+28.47 I
FL(IN)=299.00 I T/MH=306.17
FL(OUT)=298.90 \ q _ STD V MH A-4
END 8" SANITARY SEWER
CONNECT TO EXISTING 8" SS
FL(IN)=298.84
FL(OUT)=298.74
PROPOSED N/F
10' PUE KATHLEEN
LI AN6
EXIST 10' PUE GEORGE E.RADER
SS -1 STA 0+10 6118/47 9397/149
T/MH=309.79 I z
STD 4' MH A-1 I O 0
BEGIN 8" SANITARY SEWER I V)
FL(OUT)=302.10 \ ( m N - - o
U)CHRISTOPHER E. MIZE AND
\ I MELISSA MARKEL MIZEI >
0 00 - - ----" ---i_;_6_6
{ 06------------ --;�-Q I 30 9301/129 0
11!
I.
J
2 \`�� 1 I �•., �-f------------=-_,----------------� Q
Lot o
I F�L,.. PROPOSED \ ` .
Block 1 I II
2.558 Acres I I I I 20' PUE
SS -1 STA 1+95.54 I ry
PROPOSED-, T MH=308.03
30 PAEI
STD 4 MH A-2
FL(IN)=300.29 urs I SILT FENCE
FL(OUT)-300.19 i N/F
1 SHANRILAL CHHITUBHAI
I I \ I I PATEL
I I I 10570/154
Lot 1 L,
,I J Block 1 \
1.103 Acrest\ ( I
ELAN VIEW
j I
318 - -- - -- -- - -- - -- - --
I i - 318
SS -1 STA 0+10 I SS -1 STA 1+95.54 SS -1 STA 3+28.47
j T/MH=309.79 T/MH=308.03 T/MH=306.17
316 STD 4' MH A-1 - - - STD 4' MH A-2 SS -1 STA 3+18.52 - - STD 4' MH A-4 316
BEGIN 8" SANITARY SEWER FL(IN)=300.29 T/MH=306.24 END 8" SANITARY SEWER
FL(OUT)=302.10 FL(OUT)=300.19 STD 4' MH A-3 CONNECT TO EXISTING 8" SS
314 ---- - --_- ._i_ - _ ___. ----- "- FLOUT 298 90 - FL(OUT)=298.74(IN)2 ? 98.8 314
i 1 )_
1
A-1
312
i
312
A-2 i
A-3 I
I � I
310 ---i- -- i _-- -- -�---- -- - -_-- --- - -- --- - --- -
- EXISTING GROUND ELE TION ; A-4 - -- 310
-------- --_ I
308 -- } - -- - - --------.. -_- _ - -- -- - - -- -- - --- _ _ - 308
306 306
I i I
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304 ---1- - - - -+ ---_ -- ---- --- --i 304
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SANITARY SEWER 1 I
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8 PVC (ASW X2241 SDR 26) CLASS 160
298
SEE DETAIL SHEET FOR EMBEDMENT
i
` 298
I
f EXISTING 8 SS I
FL=298.74 (APPROX)
,
296 296
i
I ;
I
1
294 1294
! i
O f N aT 41 DD O O ct d j
Cy cap rn Co r- I
292 N O O O O O Co Op DO
i 1 1292
.NOTES:.
4.FT
1.. A MAX. OF 4 AND ADMIN. OF 2 THROATRINGS
4. MANHOLE LOCATION AND COMPACTION As
SHALL BE USED AT_OF-WAY.EACH MANHOLE IN NEW
FOLLOWS:
OR EXISTING RIGHT =
J
1.4
10"
LOCATION COMPACTION REQUIREMENT
M NT
2. USE ADEKA
OR APPROVED EQUAL BETWEEN.RIMGICNG/CO ER ADJUSTMENT RINGS
PAVEMENT_ _ _ - _ - -98 %STANDARD PROCTOR (ASTM Q698)
AND CHIMNEY OR CORBEUCONE; SECTION.
LANDSCAPE AREA_ _ _ _ _90 %° STANDARD PROCTOR (ASTM D 696)
3. MANHOLE BASE THICKNESS AND FOUNDATION
5. NO RINGS ARE.REQUIRED OUTSIDE OF STREET
AS FOLLOWS:
RIGHT-OF-WAY
MANHOLE DEPTH ( BASE THICKNESS
6, IN FLOODPLAINS OR AREAS OF CONCENTRATED FLOW THE CONE
0-12------ ----_ _ S"
SHALL EXTEND 1 FOOT ABOVE THE BASE FLOOD ELPWiON ORA
BOLT:OOWN WATER -TIGHT RING AND COVER SHALL BE ED
A USED,
12 AND OVER ---___-.-_-12"
VENTED WHERE REQUIRED.
O
LL_ i
7. WARNING SIGN ONLY TO BE PLACED WHERE
BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED
SEWER CROSSES OPEN FIELDS.
MANHOLE DIA:: MAIN SIZE
4.FT
4181n.
5 FT
z1 Bin. <301n.
6 FT
z36in
SEE NOTE 7
WARNING
NOTE: DEPTHS GREATER THAN 12' SEWER SIGN WILL REQUIRE 2 MATS OF MANHOLE
REINFORCING STEEL IN THE MANHOLE SIGN N.
BASE:
(SEE DETAIL S5-02)
r.+_ -i i.. 11 = 16AM IMA c,uni r I . A. MIN.: _.
12" MAX:
SEE NOTE 1
I 2'-D"
PRECAST REINFORCED
CONC..MANHOLESECT
ASTM DES. C-478 '
8' GREEN HEAVY DUTY
BACK FILL AROUND.=-. _ , WING CHANNEL POST '
MH SHALL BE AS PER
NOTE 4 A VARIES
6" MIN. (SEE TABLE)RUBBER-GA SKET JOINTS
W1 MORTAR SEALANT
INSIDE AT ALL JOINTS
MAX9.
PLUGF 6" MIN. INVERT= 3/4 DIAMETER OF
IE f
PIPE UP TO 24"..24"AND
LARGER SHALL E FULL
DEPTH INVERTS.
WATERSTOP-PIPECONX f_ BASE
MANHOLE ADAPTER
SEAL, OR APPROVED
EQUAL. (2 REQ'D) #4 BARS, B" O.C.E. Wd: #4 BARS,BENT 90° AND
TIED TO WALL AND BASE
STANDARD PRE -CAST MANHOLE
' /7
DATE DETAIL LA0:
G�IIYOFBRYiLV AUG. 2012 B%CS.UNIFIED CITY OF COLLEGESTATTON
r r..ft*T ..sem STANDARD DETAIL 81-00>A
NOTES
1. FURNISH AS SHOWN ON PLANS
AND/OR AT EACH MANHOLE WHERE
SEWER LINE CROSSES OPEN FIELDS
2. SIGNS TO BE CONSTRUCTED FROM
20 GA. STEEL BAKED,ON ENAMEL
FINISH: FURNISH ONE SIGN AND .
ONE POST FOR EACH OPEN FIELD'
AND AT OTHER LOCATIONS AS.. .
SHOWN -ON THE PLANS: FURNISH
SAME NUMBER OF REPLACEMENT
SIGNS AS FOR EACH INSTALLED
(OMITTING MANHOLE NUMBER
ON MANHOLE SIGN)
(NOTA SEPARATE FLAY ITEM)
T.979.260.'6963
17.979.260.3564
TX. FIRM # F-1443
BLACK
TEXT---,
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LL. i 1.,_
WARNING
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1.4
10"
N
J
NDERGROUND SEWER
N
J
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CONTACT THE CITY
For Interm Review Only
These documents, are not
0+00 0+50 1+00 1+50 2+00 2+50
3+00 3+50 4+00
BEFORE EXCAVATING
V
YELLOW.
Z
O
14"
ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED
O
LL_ i
BACKGROUND
BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED
n d O
� a
AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE
O
MANHOLE
GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE
f'
I
7"
No.
APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE
ENTIRE TIME THAT EARTH HAS BEEN BARED BY THE CONSTRUCTION AND SHALL
2 BLACK PRERS
SENSITIVE NUMBERS
1I
STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER
I�
�I
E!
TO BE ADDED AFTER..
'
___....._
BASIC SIGN HAS BEEN
PAINTED
O
10„
RAIN.
WHITE
BACKGROUND
SEWER WARNING AND
MANHOLE IDENTIFICATION SIGN
.DATE - DETAIL NO.
BICE UNIFIED QTY OF C'OUEGE.S-MI-IU N
.:
CrrX OF BRYAN AUG. 2072'
rr..dL 7--S*fr STANDARD DETAIL 55-02
�A SELECT NATIVE MATERIAL NOTES:
MATERIAL EXCAVATED
FRO
M THE DITCH,(WHICH FEE
H HIS R OF
O BEDDING D E
ROCKS LUMPS
1. FOR /LAGAN TRENCHING W/TN/NALL
M CLODS OR
DEBRIS ), CM THAN TWO 2
()
/STING AVED E SEEOE L
INCHES,IN THE LARGEST DIMENSION COMPACTED.TO A . � P AR AS, TA/ S FOR
PEN CUT STREETS. Dete/ s S
MINIMUM OF 901° OF MAXIMUM
O / T4-00 ST4.01
_UM DENSITY 3 DETERMINED /
ASTM D698 STANDARD AT " A RMIN Y ST4-02: THISNOTEDOESNOTAPPLYTO '
0
A MOISTURE.CONTENT WITHIN
s
TRE�S BEING RECONSTRUCTED:
OPTIMUM T� +4 /° OF OPTIMUM dT
MUM UNDER NON-STRUCTURAL
AREAS (Ie:.:YARDS PASTURES, EASEMENTS AND TOA MINIMUM 2. ALL BEDDING & INSTALLATION OF.PVC
OF 88% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D898 PIPE SHALL BE IN ACCORDANCE TO
(STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO ANSI/AWWA STANDARDS FOR PVC PIPE.
+4./° OF OPTIMUM UNDER NEW STREET AREAS AND STREETS
TO BE RECONSTRUCTED. 3. ALL BEDDING & INSTALLATION OF
IR E LL BE
DUCTILE ON PIP SHA IN
O GRANULAR MATERIAL ACCORDANCE TO ANSIIAWWA
01601A21:60.
MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE 4::COMPACTION SHALL BE ATTAINED BY
OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS OR ORGANIC MECHANICAL TAMPING:
MATERIAL AND WHICH WHEN TESTED BY STANBARD ..
LABORATORY METHOdS, MEET THE FOLLOWING REQUIREMENTS: S. ALL TRENCHES SHALL BE BACKFILLED
MAXIMUM LIQUID LIMIT48 AND TEMPORARY PAVING OR PLANKING:
PLACED AT THE END OF EACH
MAXIMUM PLASTICITY INDEX 15 WORKING DAY.
MAXIMUM PERCENT PASSING NO. 200 SIEVE 35
MINIMUM PERCENT PASSING 314" SIEVE 100
THE MATERIAL SHALL BE FREE FLOWING AND WHERWET, SHALL
NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND:
LJ CEMENT STABILIZED SAND
ORIGINAL GROUND OR
BOTTOM OF SUBGRADE
2.
O
B"-12"MAX: SELECT MATERIAL
`
O CEMENT STABILIZED. SAND 8" -12" MAX.
O(MANUALLY __..
CONSOLIDATE
AT OPTIMUM �
6": BELOW MOISTURE) `
PIPE BELL
O.D. 6' BELOW
PIPE BELL
I UNDISTURBED SOIL O.D.
���111 PIPE
O.D. PLACE METAL DETECTOR PIPE
TAPE AT A MINIMUM OF 24" U:D°
ABOVETOP OF PIPE
6 MIN:/12".MAX.
8"MIN:/12" MAX.
NON-STRUCTURAL AREAS TO BE PAVED
AREAS OR S7RET TS. TO BE
RECONSTRUCTED
BEDDING. AND TRENCH.
FOR DI PIPE & PVC PIPE
r�ll
DATE: DETAIL ND:-
C1TS OF BRY,Lv Au%•. 2 12 B/CS UNIFIED C= OF COTEEGE STATION
0
STANDARD DETAIL .51-01
4
SAND BAG
PPPox = CRNOTTO OVE
DRAIN INLET
NOTE:
ROCK SIZE -
314" TO 1-112"
TEMPORARY DEVICES AROUND STORM
DRAINS ARE USED TO DETAIN AND/OR
FILTER SEDIMENT -LADEN RUNOFF.
THE PROTECTION ALLOWS SEDIMENT
TO SETTLE PRIOR TO DISCHARGE INTO
A STORM DRAIN INLET OR CATCH BASIN.
SANDBAGS SHALL BE UV RESISTANT
AND MUST NOT DEGRADE DUE TO
ATMOSPHERIC CONDITIONS.
SAND BAGS SHALL BE REPLACED UPON
FIRST SIGN OF DETERIORATION.
SAND BAG
HAY BALES
METAL T:POST I
REQUIRED TO
MAINTAIN
STORM DRAIN _
INLET PROTECTION
DATELA0 EhTx.G
DETAIL
- - F CsU1d.k:Gi:- nJ1'A71 .\'
U
CM OF BRYAN BICE UNIFIED
7&-r..dL&T,t.�. AUG. 2012 STANDARD DETAIL SWPP1-00
GENERAL CONSTRUCTION NOTES:
1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities.
Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours in advance of any
excavation.
a. Contact Dig Tess @ 1-800-344-8377
b. Contact Mike Lavender Cdr Suddenlink 846-2229
C. Contact Richard Wallace @ Verizon 821-4752
d. Contact Gilbert Martinez ® CSU (ELectrical) 764-6255
e. Contact Butch Willis @ CSU (Water/Wastewater) 764-3660
f. Contact Josh Norton ® Atmos Gas (Gas) 764-3570
2. All construction shall be in accordance with the current City of College Station (C.S.) Standard Specifications for Street
Construction, B/CS Unified Technical Specifications, Water and Sewer and Generals, 2012, and BCS .Unified Design Details. All
inspection shall be performed by the staff of the City Engineer of C.S. All construction shall be coordinated with the City of
C.S. City Engineer.
3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the
City Engineer for any substitution prior to Construction. Requests for changes should include product information and an
engineers seal where applicable. The contractor shall be financially responsible for the engineer's time spent reviewing changes
and redesigning based on contractors requests.
4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P and all federal,
state and local regulations.
5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein. Testing shall
be provided by a certified laboratory, at the Owner's expense, to verify these standards. Any retesting due to substandard
work shall be at the expense of the Contractor. Structural areas shall include all sidewalks and shall extend 5' beyond the
curb lines of all streets, alleys and parking areas.
6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities
near energized overhead power lines, Additionally, the contractor shall coordinate all proposed work and procedures with the City
of C.S. Electrical Division.
33-114" DIA
845mm
[ ]
32 DIA
32-3M6" DIA -
[813mm8m[818minJ 61
114" CIA C16
ml
[13-811m2"m
11- 9116"
]
I44mm]NOREEGASKET
1 ,, 2-718"
1.1 r"M 4112" .173 mm]
[114mm]
-_2
30" DIA CO FFM
[762mm]
5/'16"
[66mm]
3315116 DIA
[862mm]
40-3/4" DIA
[1035mm]
FRAAM ,9F,MO1V. �
V-1432,3:
DI
'J MACHINED SURFACE; aiaaxosi
'178 LBS:
1,. .
[96mm]
3 311 tr u
2-7196"
[62mm] 7!8"
[22
mm]
R 44m H.R S. ROD G %3077'0112 TAW
[R44mmj
PICKBAR DFTAII OF CO VER
NOTE: .
CITY SPECIFIC' SANITARY' SEWER
LIDS TO BE USED FOR PUBLIC
SEWER SYSTEMS ONLY: NOT TO.
BE USED ON PRIVATE SEWER
SYSTEMS.
1 rr25mm] DIA.
2" [51mm]] LETTERING- HANDLINGH OLE
LETTERING STYLET _ 1" [75mm] DIA _
BOOKMAN OLD STYLE __ HANDLING HOLE 2" ((51inm77 LETTERING
LEI7ERING STYLE:
BOOKMAN OLD STYLE
'(2) PICKBARS (2) PICKBARS
[51MMj,v'ti'i= [51MM1
CITY OF BRYA
4
s
T
R
2" [51 mm] LETTERING k ti 2" [51mmLETTERING
LETTERING STYLE: LETTERING STYLE:.
BOOKMAN OLD STYLE BOOKMAN OLD. STYLE
PLAN NEW
DUGTMEIRON V-14323
D
ST' __AN,ARD MANHOLE
RING :AND COVER �
DATE DETAIL NOM`V
CITY OF BRYAv AUG. 2012 B/CS UNIFIED CTTT OF COLLEGE STATION
STANDARD DETAIL .S4-011
2"X4" WIRE MESH
FASTENED TO T -POST .
" .SEDIMENT CONTROL FABRIC
FASTENED SECURELY TO
T -POST'& WIRE MESH
METAL T POST AS 8" OFFILTER FABRIC TO EXTEND
REQUIRED TO INTO A TRENCH AND BE ANCHORED'
MAINTAINWITH COMPACTED BACK FILL
SPACED V APART
SILT FENCE AND/OR SLOPE IF& SEDIMEN OTO F
HAY BALES TO BE ACCUMULATE. ALIGN FENCE
USED IN AREAS OF / ' ALONG SLOPE CONTOURS.
DRAINAGE FLOW
i
+' ' �. ,�� •.I ,/LOW
NATURAL GROUND / r � � DIRECTI�^ WOF FL `
4"X4" MIN. TRENCH 4
20"
SILT FENCE ASSEMBLY _.
�y
AT
D E DETAIL LA0:
B/CS UNIFIED
C'i11Y OF E, ;1 GE .STA11aN
G'rrX OF BRYAN AUG. 2012'
nec cr.;e,r�s�• STANDARD DETAIL SWPP'I-03
7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is used.
All materials and equipment shall be both furnished and installed unlessi otherwise noted.
8. The Contractor must provide construction staking from the information provide on these plans.
9. All soil exposed by construction shall receive cellulose fibermulch seeding.
10. Trenches may be left open overnight if properly barricaded.
11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility, etc., are not
separate pay items. The Price of the adjustment shall be subsidiary to the construction of Sewer Line.
12. The contractor shall coordinate with Suddenlink Communications, CSU, and Verizon to adjust the location of existing
facilities, if necessary.
13. Temporary spoil areas will be identified on site by owner.
i
T.979.260.'6963
17.979.260.3564
TX. FIRM # F-1443
J
LL
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J I J -
LL. i 1.,_
if
J J
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J
1.4
N
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.77840
N
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N N
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i
For Interm Review Only
These documents, are not
0+00 0+50 1+00 1+50 2+00 2+50
3+00 3+50 4+00
1 1` OFILE
V
GENERAL NOTES:
Z
O
ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED
O
LL_ i
rn
W
BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED
n d O
� a
AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE
O
GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE
f'
I
SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE.
APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE
ENTIRE TIME THAT EARTH HAS BEEN BARED BY THE CONSTRUCTION AND SHALL
ryN
STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER
I�
�I
E!
CONSTRUCTION IS COMPLETE AND THEN REMOVED BY THE CONTRACTOR.
'
ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY
O
I s
RAIN.
CONTRACTOR SHALL NOTIFY THE ADJACENT PROPERTY OWNER AND ENGINEER
PRIOR TO INSTALLING MANHOLES A-3 AND A-4. THE ENGINEER SHALL PROVIDE
F
rn
DIRECTION IN THE FIELD AS TO THE BEST LOCATION FOR TYING INTO THE
Q
EXISTING SANITARY SEWER LINE TO AVOID FENCE COLUMNS.
�A SELECT NATIVE MATERIAL NOTES:
MATERIAL EXCAVATED
FRO
M THE DITCH,(WHICH FEE
H HIS R OF
O BEDDING D E
ROCKS LUMPS
1. FOR /LAGAN TRENCHING W/TN/NALL
M CLODS OR
DEBRIS ), CM THAN TWO 2
()
/STING AVED E SEEOE L
INCHES,IN THE LARGEST DIMENSION COMPACTED.TO A . � P AR AS, TA/ S FOR
PEN CUT STREETS. Dete/ s S
MINIMUM OF 901° OF MAXIMUM
O / T4-00 ST4.01
_UM DENSITY 3 DETERMINED /
ASTM D698 STANDARD AT " A RMIN Y ST4-02: THISNOTEDOESNOTAPPLYTO '
0
A MOISTURE.CONTENT WITHIN
s
TRE�S BEING RECONSTRUCTED:
OPTIMUM T� +4 /° OF OPTIMUM dT
MUM UNDER NON-STRUCTURAL
AREAS (Ie:.:YARDS PASTURES, EASEMENTS AND TOA MINIMUM 2. ALL BEDDING & INSTALLATION OF.PVC
OF 88% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D898 PIPE SHALL BE IN ACCORDANCE TO
(STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO ANSI/AWWA STANDARDS FOR PVC PIPE.
+4./° OF OPTIMUM UNDER NEW STREET AREAS AND STREETS
TO BE RECONSTRUCTED. 3. ALL BEDDING & INSTALLATION OF
IR E LL BE
DUCTILE ON PIP SHA IN
O GRANULAR MATERIAL ACCORDANCE TO ANSIIAWWA
01601A21:60.
MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE 4::COMPACTION SHALL BE ATTAINED BY
OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS OR ORGANIC MECHANICAL TAMPING:
MATERIAL AND WHICH WHEN TESTED BY STANBARD ..
LABORATORY METHOdS, MEET THE FOLLOWING REQUIREMENTS: S. ALL TRENCHES SHALL BE BACKFILLED
MAXIMUM LIQUID LIMIT48 AND TEMPORARY PAVING OR PLANKING:
PLACED AT THE END OF EACH
MAXIMUM PLASTICITY INDEX 15 WORKING DAY.
MAXIMUM PERCENT PASSING NO. 200 SIEVE 35
MINIMUM PERCENT PASSING 314" SIEVE 100
THE MATERIAL SHALL BE FREE FLOWING AND WHERWET, SHALL
NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND:
LJ CEMENT STABILIZED SAND
ORIGINAL GROUND OR
BOTTOM OF SUBGRADE
2.
O
B"-12"MAX: SELECT MATERIAL
`
O CEMENT STABILIZED. SAND 8" -12" MAX.
O(MANUALLY __..
CONSOLIDATE
AT OPTIMUM �
6": BELOW MOISTURE) `
PIPE BELL
O.D. 6' BELOW
PIPE BELL
I UNDISTURBED SOIL O.D.
���111 PIPE
O.D. PLACE METAL DETECTOR PIPE
TAPE AT A MINIMUM OF 24" U:D°
ABOVETOP OF PIPE
6 MIN:/12".MAX.
8"MIN:/12" MAX.
NON-STRUCTURAL AREAS TO BE PAVED
AREAS OR S7RET TS. TO BE
RECONSTRUCTED
BEDDING. AND TRENCH.
FOR DI PIPE & PVC PIPE
r�ll
DATE: DETAIL ND:-
C1TS OF BRY,Lv Au%•. 2 12 B/CS UNIFIED C= OF COTEEGE STATION
0
STANDARD DETAIL .51-01
4
SAND BAG
PPPox = CRNOTTO OVE
DRAIN INLET
NOTE:
ROCK SIZE -
314" TO 1-112"
TEMPORARY DEVICES AROUND STORM
DRAINS ARE USED TO DETAIN AND/OR
FILTER SEDIMENT -LADEN RUNOFF.
THE PROTECTION ALLOWS SEDIMENT
TO SETTLE PRIOR TO DISCHARGE INTO
A STORM DRAIN INLET OR CATCH BASIN.
SANDBAGS SHALL BE UV RESISTANT
AND MUST NOT DEGRADE DUE TO
ATMOSPHERIC CONDITIONS.
SAND BAGS SHALL BE REPLACED UPON
FIRST SIGN OF DETERIORATION.
SAND BAG
HAY BALES
METAL T:POST I
REQUIRED TO
MAINTAIN
STORM DRAIN _
INLET PROTECTION
DATELA0 EhTx.G
DETAIL
- - F CsU1d.k:Gi:- nJ1'A71 .\'
U
CM OF BRYAN BICE UNIFIED
7&-r..dL&T,t.�. AUG. 2012 STANDARD DETAIL SWPP1-00
GENERAL CONSTRUCTION NOTES:
1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities.
Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours in advance of any
excavation.
a. Contact Dig Tess @ 1-800-344-8377
b. Contact Mike Lavender Cdr Suddenlink 846-2229
C. Contact Richard Wallace @ Verizon 821-4752
d. Contact Gilbert Martinez ® CSU (ELectrical) 764-6255
e. Contact Butch Willis @ CSU (Water/Wastewater) 764-3660
f. Contact Josh Norton ® Atmos Gas (Gas) 764-3570
2. All construction shall be in accordance with the current City of College Station (C.S.) Standard Specifications for Street
Construction, B/CS Unified Technical Specifications, Water and Sewer and Generals, 2012, and BCS .Unified Design Details. All
inspection shall be performed by the staff of the City Engineer of C.S. All construction shall be coordinated with the City of
C.S. City Engineer.
3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the
City Engineer for any substitution prior to Construction. Requests for changes should include product information and an
engineers seal where applicable. The contractor shall be financially responsible for the engineer's time spent reviewing changes
and redesigning based on contractors requests.
4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P and all federal,
state and local regulations.
5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein. Testing shall
be provided by a certified laboratory, at the Owner's expense, to verify these standards. Any retesting due to substandard
work shall be at the expense of the Contractor. Structural areas shall include all sidewalks and shall extend 5' beyond the
curb lines of all streets, alleys and parking areas.
6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities
near energized overhead power lines, Additionally, the contractor shall coordinate all proposed work and procedures with the City
of C.S. Electrical Division.
33-114" DIA
845mm
[ ]
32 DIA
32-3M6" DIA -
[813mm8m[818minJ 61
114" CIA C16
ml
[13-811m2"m
11- 9116"
]
I44mm]NOREEGASKET
1 ,, 2-718"
1.1 r"M 4112" .173 mm]
[114mm]
-_2
30" DIA CO FFM
[762mm]
5/'16"
[66mm]
3315116 DIA
[862mm]
40-3/4" DIA
[1035mm]
FRAAM ,9F,MO1V. �
V-1432,3:
DI
'J MACHINED SURFACE; aiaaxosi
'178 LBS:
1,. .
[96mm]
3 311 tr u
2-7196"
[62mm] 7!8"
[22
mm]
R 44m H.R S. ROD G %3077'0112 TAW
[R44mmj
PICKBAR DFTAII OF CO VER
NOTE: .
CITY SPECIFIC' SANITARY' SEWER
LIDS TO BE USED FOR PUBLIC
SEWER SYSTEMS ONLY: NOT TO.
BE USED ON PRIVATE SEWER
SYSTEMS.
1 rr25mm] DIA.
2" [51mm]] LETTERING- HANDLINGH OLE
LETTERING STYLET _ 1" [75mm] DIA _
BOOKMAN OLD STYLE __ HANDLING HOLE 2" ((51inm77 LETTERING
LEI7ERING STYLE:
BOOKMAN OLD STYLE
'(2) PICKBARS (2) PICKBARS
[51MMj,v'ti'i= [51MM1
CITY OF BRYA
4
s
T
R
2" [51 mm] LETTERING k ti 2" [51mmLETTERING
LETTERING STYLE: LETTERING STYLE:.
BOOKMAN OLD STYLE BOOKMAN OLD. STYLE
PLAN NEW
DUGTMEIRON V-14323
D
ST' __AN,ARD MANHOLE
RING :AND COVER �
DATE DETAIL NOM`V
CITY OF BRYAv AUG. 2012 B/CS UNIFIED CTTT OF COLLEGE STATION
STANDARD DETAIL .S4-011
2"X4" WIRE MESH
FASTENED TO T -POST .
" .SEDIMENT CONTROL FABRIC
FASTENED SECURELY TO
T -POST'& WIRE MESH
METAL T POST AS 8" OFFILTER FABRIC TO EXTEND
REQUIRED TO INTO A TRENCH AND BE ANCHORED'
MAINTAINWITH COMPACTED BACK FILL
SPACED V APART
SILT FENCE AND/OR SLOPE IF& SEDIMEN OTO F
HAY BALES TO BE ACCUMULATE. ALIGN FENCE
USED IN AREAS OF / ' ALONG SLOPE CONTOURS.
DRAINAGE FLOW
i
+' ' �. ,�� •.I ,/LOW
NATURAL GROUND / r � � DIRECTI�^ WOF FL `
4"X4" MIN. TRENCH 4
20"
SILT FENCE ASSEMBLY _.
�y
AT
D E DETAIL LA0:
B/CS UNIFIED
C'i11Y OF E, ;1 GE .STA11aN
G'rrX OF BRYAN AUG. 2012'
nec cr.;e,r�s�• STANDARD DETAIL SWPP'I-03
7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is used.
All materials and equipment shall be both furnished and installed unlessi otherwise noted.
8. The Contractor must provide construction staking from the information provide on these plans.
9. All soil exposed by construction shall receive cellulose fibermulch seeding.
10. Trenches may be left open overnight if properly barricaded.
11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility, etc., are not
separate pay items. The Price of the adjustment shall be subsidiary to the construction of Sewer Line.
12. The contractor shall coordinate with Suddenlink Communications, CSU, and Verizon to adjust the location of existing
facilities, if necessary.
13. Temporary spoil areas will be identified on site by owner.
i
T.979.260.'6963
17.979.260.3564
TX. FIRM # F-1443
511 UNIVERSITY DRIVE
EAST
SUITE 204
COLLEGE STATION, TX
.77840
PLAN & DESIGN SPECIALISTS IN
CIVIL ENGINEERING * HYDRAULICS
HYDROLOGY * UTILITIES * STREETS
SITE PLANS * SUBDIVISIONS
www.mitchellandmor an.com
For Interm Review Only
These documents, are not
intended for construction,
bidding, or permit purposes.
Prepared by:
James T. Batenhorst, P.E.
No. 93631
SEPTEMBER 2013
Designed by: JTB
Drawn By: JTB
Checked By: JTB,VJBM
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