HomeMy WebLinkAboutDrawingsI l -
NOTES: .
1. THE FINAL P T FOR PHA 'E 1, FROM WHICH THIS TRACT IS FROM, CAN BE FOUND VOL.. 8562, PG.
F' ' !' `1�' ►.} �; 146, OF THE 0 ICIAL RECORDS OF BRAZOS COUNTY, TEXAS. AT THE TIME OF THIS REPLAT, NONE OF THE
- l.,n Jones Road LOTS FROM PHA E 1 HAKE B
Jones Road S`t ! ° BE 60 -JON BEEN PURCHASED BY OTHERS, SO OWNERSHIP OF THIS TRACT CONTINUES TO
39'02"E
S 4 7 ° 3 9' 0 2 " E -675.39 ' 70' ROW . _ -- - ^' 70' ROW ES SOCIATES, LLC. AND CAN BE
0 ,
3 O � . 3 9 FOUND. IN VOL 7081, PG. 233, AND VOL. 7020; PG. 244,
OF THE OFFICIAL DEED RECORDS OF BRAZOS COUNTY, TEXAS. THE CURRENT OWNER'S ADDRESS IS
-t- - 15�89- �
- _ _ 60 JON TES, LL 61 IMPERIAL LOOP, SUITE 101, COLLEGE STATION, TEXAS, 77845.
---� - - - - - - ES AS -0 IA C 1
AGGIECAND BUSINESS _ - 2. BEARING S M SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED
T T� L SHED FROM GPS OBSERVATION.
� 20' P.U.E. � I BLOCK 3 j ! I I 20' P.uE. (-_ I YDS �
i i I (8562/146) I I PARK,. PHASE 1 ( i
10' ELECTRICAL I I I 10'. BTU ELAND BU i ( 25` BUILDING I ( VOL. 8562, PG. 146 I 3. NO PORTION F T141S TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A.
19 O ELECTRICAL BUSINESS SETBACK LINE I 60 JONES I INSURANCE RAT MAPS FOR BRAZOS COUNTY AND INCORPORATED AREAS, MAP NOS. 48041C181 -C. AND - r7 I � PARK PHASE 1 I I I ( �
EASEMENT I 25' BUILDING I� EASEMENT 15' PUBLIC I ASSOCIATES, LLC ( 48041C200 -C, FECTIVE DATE: JULY 2, 1992.
PART #2 1935/279 I SETBACK LINE I h 1.148 AC. I PART #2 L. 8562, PG. 146 I 1 UTILITY l
I I in I I 60 -JONES
I 1935/279 EASEMENT BLOCK 3 I 4. NO DRIVEWAY,ACCESS TO JONES ROAD WILL BE PERMITTED,
25 BUILDING r -I : I SSOCIATES, LLC fWITH THE EXCEPTION OF A PROPOSED
I I I I I DRIVEWAY TO E LOCATED WITHIN THE 30' ACCESS EASEMENT. LOCATED ON 'LOT 1A, BLOCK 1 FOR A
PRIVATE ALLEY JONESIROAD. LOT 18 MUST ACCESS THE INTERNAL STREET SYSTEM.
1 I • I I .SETBACK LINE 1 I i
i f LOT 19 , T
1 t ► i 1 1,14 AC.
LLIi 1 0 �N47 39'02"W-275_00_ _ J I 30' ACCESS 1 T MOCK 1 I p 5. CURRENTLY, E WAT R SUPPLIER FOR THIS
I I o - - _ _ EASEMENT �-r1I� S DEVELOPMENT IS THE BRUSHY WATER SUPPLY. THE
30 ACCESS I - ------ -- I �= _--------=_-I
I _ - - (6562/146) I I p - - - WATERLINES WI BE DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION SPECIFICATIONS AND
I EASEMENT d ► a - - - - - STANDARDS. SE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE
, � I � o AGGIE N -I PROTECTION REQ IREMEN S.
I 1 o I 60 x40 ACCESS 1 �.(� I I I to I PARK, PHASENI SS I
I I ar` I I 131 3 65 AC. l o o I. ALL OF THE MMERC AL OTS IN THE AGGIECAND BUSINESS PARK WILL BE AT LEAST 1 ACRE IN SIZE
EASEMENT (CENTERED) i �"" I I.- a� VOL.voLs5s2, PG. 146 I
I I I AND WILL BE E VED BY JAN PN -SITE SEWAGE DISPOSAL SYSTEM PRIVATE SEPTIC SYSTEMS) TEMS) DESIGNED TO
IQ �I I I oI Ia I ASSOCIA60-JTES, I COMPLY WITH NTY A iD STATE REGULATIONS. NO OSSF MAY BE INSTALLED ON ANY LOT WITHOUT THE
I ( 8 1 I LO I i .. I I ISSUANCE OF AUTHORIZATION TO CONSTRUCT" ISSUED BY THE BRAZOS COUNTY HEALTH DEPARTMENT
I ( I I I ( I I ►LOT I UNDER THE PR SIONS O,F TEE PRIVATE SEWAGE FACILITY REGULATIONS ADOPTED BY THE COMMISSIONERS
I I 1.151 AC. I I wI i w I I I 1 COURT OF BRA COUNTY, PURSUANT TO THE PROVISIONS OF SECTION 21.084 OF THE TEXAS W
I - I ATER
I 001 100 I I 1. 15 1. AC.
CODE.
!I ,
' '� ! b) to i I
' I N47'39'02"W--275.00' ! 7. ALL LOTS WI' BE REQ�,UIRED TO HAVE A SITE SOIL EVALUATION ON FILE WITH ^ ' cVI IN HEALTH DEPART NT 8EFORE HE OSSF MAY SITE/
TH THE BRAZOS COUNTY
I 16 P.U.E. I O O I - - - - - - - - - - - - - - -� ` V iv cv 1 s' P.u.E. ( L_ _. _ _. _ _ _ _ - - - - - - - J REM.. OF BE CONSTRUCTED.
I rn ---== -- N _
zl I Z (8562/146) ( Co F- - _ - - - - - _-_ _ 117.48 ACRE TRACT
8. NO OSSF DFA FIELD 'SNAIL ENCROACH
60 ELECTRICAL ( I I 16 P.U.E. i AGGIECAND BUSINESS FUTURE DEVELOPMENT ON THE 100 -FOOT SANITARY ZONE OF PIR WATER WE
EASEMENT 2 `�° 1 1 AGGIECAND BUSINESS PARK
OR 150 -FOOT WAR. ZONE OF PUBLIC WATER WELLS. LLS
I ( � ( 60' BTU I I PARK, PHASE 1 I
ELECTRICAL i + o c i, 60 -JONES ASSOCIATES, LLC
VOL. 8562, PG. 146
208/461 I �� t t I 1 EASEMENT S 47 39 0 342.21 I I
_ 9. ELECTRIC SE ICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY BRYAN TEXAS I T � > I - _ I 60 -JONES 7081/233, 7020/244
BLOCK 1 I > 1 �) 208/461 -- I AS UTILITIES (BTU).
I � > _ 1 1 7 r� ��' ' - I .164.71' 162.50' I ASSOCIATES, LLC
h_> a0 I N I AG�IELAND BUSINESS I I I ( 10. THIS DEVELO ' ENT IS WITHIN EXTRA -TERRITORIAL JURISDICTION (ETJ) OF THE CITY OF COLLEGE
I 1:151 A C. 00 I IPA I I I STATION.
' I Cp I`- ,- •- I RK, PHASE 1 I y ^�
P O I I � `}/OL. 8562; PG. 146 1 I I W I LOT 1/
1 6.842 AC. I i o N I 1 ► ASSOCIATES -JONES I I i t,ta I 1.151. AC.
I 11. BRAZOS CO I TY IS N 1 T RESPONSIBLE FOR MAINTAINING THE PRIVATE DRAINAGE EASEMENTS.
I CIATES, LLC �1 I co - I- 12. THERE SHALL BE 5 WIDE EASEMENT FOR ANCHORS AND GUY WIRES NECESSARY TO HELP SUPPORT
N N 4739. 02 W-275.00 Q I co co I Q L v
I I N -------=-_ ----� - _ OVERHEAD UTILI AI
LINES D EASEMENTS WILL EXTEND 20' BEYOND ANY UTILITY EASEMENT.
I I may- ------------- I �I i� I I -�-- �-_____.___ __---) i
I ' I O '`� I wI I w I ° �-- AGGIECAND BUSINESS - - 13. 5/8" IRON DS AT LL LOT CORNERS AND ANGLE POINTS, UNLESS NOTED OTHERWISE.
1 ao I I oo I N PARK, PHASE 1 i !
60 x40. ACCESS i N I ,r,
i 0
!( I I VOL. 8562, PG. 146 I
REM. OF °I I EASEMENT (CENTERED) of i of to I 60 -JONES
117.48 ACRE TRACT �I i ,�I REM. of
Uj I I i ASSOCIATES, LLC i LEGEND
FUTURE D I I IN I 117.4$ ACRE TRACT MI ( d I I `t J
I
EVELOPMLIN T I I
AGGIELAND BUSINESS I
I� - oNOI
i� 1.151 AC. `-I
LENGTH
BEARING
FUTURt DEVELOPMENT
AGGIELAND BUSINESS PARK
I` ZI i Z I�
�� I
N48.08 '04 -W
I
''j'+ /'-
1 LOT 16 I
70.0.0
541'51'56-W
PARK I
I I
N48'08'.04"W
L8
60 -JONES ASSOCIATES, LLC
i
d ► �
1 Ei 1 OCK 1 4-
19
I , 1
1.1.51 A
S4T39'02"
PROPERTY CORNER
i 20' P.U.E. I
L-_-N47'39'02"W-275.00' __ J
25.00'
25.00'
90.00'00"
48'45'46"
7081/1233, 7020/244.
I
�11
i I 1
T 1B
NO2.39'02"W
N66'43.51 "E
.
( j
164.07'
BUILDING SETBACK LINE
1:88700'35
714.16'
99.76'
502.53'33"E
C5
C6 1
20' P:U.E. I
25.00'
35.00'
L---_--�-_-------
25.00'
35.30'
35.36'
49.71'
S87*20'58"W
502'53'33"E
----
r- -----------;
I (8562/146) 1314 / 1 AC.
- -�
-__-_ _ -_-_ _
r - - -AGGIELAND - -
BUSINESS
I
BLOCKT (�
I 3 I
ACCESS EASEMENT I f
(30' 1
I PARK, PHASE 1
1 I
30' ACCESS EASEMENT I
I � I
I PICA`) 11
(8562/146) ) I
VOL. 8562, PG. 146
I 60 -JONES I
LINE TABLE
LINE
LENGTH
BEARING
L1
239.71'
N48.08 '04 -W
L2
70.0.0
541'51'56-W
L3
24.85'
N48'08'.04"W
L8
52.67'
S03'20.26"E
19
264.93'
S4T39'02"
(30' TYPICAL) 20' I h 1 coI- - 1 I I I I ASSOCIATES, LLC I
P.U.E. I IT NI 1 ACCESS EAS I I I VICINITY MAP
o► i BLOCK 3 I
� I (30'. TYPICAL
I 1 1.219 AC. I 60'X20'(8562/14155I 20' P.U.E. I
_ ACCESS 1 I I (8562/146)A I I �OT 1
I LI �,!
--- 547* 392€=3fi-H-'_ I EASEMENT --t�3.- �-_ -.___16250'=
CrrY OF
- - - - - - - - q
- q
15------= J --- ---- - __ c.. AC. BRYAN
02 E .3
,
J
i/----------- ----------------=--✓
2.
BRAZOS `
t I couNT
DRAINAGE 30 P
i o 9
� ('Ry
OF
30'PRIVATE COLLEGE
-
-__
9 DRAINAGE
i EASEMENT �� I, EASEMENT R �a
- -I r t AGGIELAND BUSINESS oy
P OJECT o�
PARK, PHASE 1 - - -�
LOCA TION Nor TO scu.E
I VOL 8562, PG 146 i COLLEGE
I ; 25' BUILDING � f .
1I -
60 -JONES
SETBACK LINE I C I STATION GPS
I I ASSOCIATES, LLC I .. -. :.. ...
Co
I I
I MONUMENT 103
.�� BLOCK 1 1 I I
BLOCK
LO
I)
z I loo So,
o loo I LOT 2 I
! i SCALE IN FEET 100 50 0 100
4.717 A.C.
- - --
CURVE TABLE .
REPCAT BOUNDARY
CURVE
LENGTH
RADIUS
LOT LINE
TANGENT
CHORD
CHORD BEARING
Ci
PUBLIC UTILITY EASEMENT
25.00'
48.45'46"
•
20.64•
PROPERTY CORNER
C2
C3
39.27'
21.28'
25.00'
25.00'
90.00'00"
48'45'46"
EXISTING EASEMENT LINE
35.36'
20.64'
NO2.39'02"W
N66'43.51 "E
i, '
164.07'
BUILDING SETBACK LINE
(30' TYPICAL) 20' I h 1 coI- - 1 I I I I ASSOCIATES, LLC I
P.U.E. I IT NI 1 ACCESS EAS I I I VICINITY MAP
o► i BLOCK 3 I
� I (30'. TYPICAL
I 1 1.219 AC. I 60'X20'(8562/14155I 20' P.U.E. I
_ ACCESS 1 I I (8562/146)A I I �OT 1
I LI �,!
--- 547* 392€=3fi-H-'_ I EASEMENT --t�3.- �-_ -.___16250'=
CrrY OF
- - - - - - - - q
- q
15------= J --- ---- - __ c.. AC. BRYAN
02 E .3
,
J
i/----------- ----------------=--✓
2.
BRAZOS `
t I couNT
DRAINAGE 30 P
i o 9
� ('Ry
OF
30'PRIVATE COLLEGE
-
-__
9 DRAINAGE
i EASEMENT �� I, EASEMENT R �a
- -I r t AGGIELAND BUSINESS oy
P OJECT o�
PARK, PHASE 1 - - -�
LOCA TION Nor TO scu.E
I VOL 8562, PG 146 i COLLEGE
I ; 25' BUILDING � f .
1I -
60 -JONES
SETBACK LINE I C I STATION GPS
I I ASSOCIATES, LLC I .. -. :.. ...
Co
I I
I MONUMENT 103
.�� BLOCK 1 1 I I
BLOCK
LO
I)
z I loo So,
o loo I LOT 2 I
! i SCALE IN FEET 100 50 0 100
4.717 A.C.
- - --
FINAL PLAT.
OF
CERTIFICATE OF OWNERSHIP AND DEDICATION ACK0.3"I ELAN D. BUSINESS PARK
CERTIFICATE OF CITY ENGINEER
STATE OF TEXAS CERTIFICATE OF THE COUNTY CLERK
COUNTY OF BRAZOSI, _N �_ City Engineer of the City of College Station, Texas,
STATE of TEXAS LOTS 1 A VC 1 BLOCK 1
I iE t or hC-OPG in:
hereby certify that this Subclivision conforms to the requirements of the Subdivision
I' �lr` t'[tl`1;; {. ": I, James Jett, Partner of 60 -Jones Associates; LLC, Owner of the 6.842 acre tract Regulations of the City of College Station, Texas. COUN Y of BRAZOS
called Lot 1, Block 1, as shown on the Aggieland Business Park Final Plat of Phase 1 �Spfa�
^.}4 I• - _ _, County Clerk, in and for said count do 6.842ACRES
1}�. { �1'I-! f1="yl,.filed in Volume 8562, Page 146, of the Official Records of Brazos County; and, �� cert)y. herebyrr 1�t , r OL _ - thattht together with its certificates of auqnnticatiodesignated herein as Lots 1A & 1B, Block 1 of the Aggie.land Business Park, Phase 1,n as filed for
7 in Brazos County, Texas, and whose name is subscribed hereto, hereby dedicate to - -- record in my office the _��_ day of irs 2 in the Deed LOT 1 A = 3.365 ACRES
y ngineer! Records of Brazos. County, Texas, In Volume pthe use of the public forever all streets, easements and public places thereon shown
for the purpose and consideration therein expressed: LOT 1 B = 3.477 ACRES.
tIr!'..1..3ttlWITNESS my hand and official Seal, at my office in Bryan, Texas.
Document Humbf-P: 0101 �2•rill
CERTIFICATE OF COUNTY JUDGE
BEING A
This subdivision was duly approved by the Comm;issio . Courty of Bra s Coun y,
- I
NumberTexas, as the Final Plat of s ch subdivision of the - day of
C_ - -+c-*6- James �tt, Partr� ou y Clerk
�b4aC� 20-.
Brazos County, Texas
- -: % REPLA'T T
Signed this (,L da of
Kru'st n C -n _ y -`�°� --- 20-1�"',�stJ
T611 f 11 1 F ;.t! COUNTY I)EA� D STATE OF TEXAS -- OF
COUNTY OF BRAZOS
County Judge, Br zos County A G I E LA N BUSINESS PARK'
11eE alio certita that this instrument. was
f (t
nn the date and time stiamPed hereon b9 Iii Before me, the undersigned authority; on this day personally appeared James Jett known / I
7rIL`I }ns t1U19 recorded in the volume :?nd t-T9e to me to be the person whose name is subscribed:to the foregoing instrument, and
LOT 1, BLOCK 1 - 6.842 ACRES I
(.
017 t(1e I� .l�l.i Public i'�;�T-iff�1 I1� _ g acknowled ed to. me that he executed the same for the purpose and consideration therein
:.It v
stated.
t: sr CERTIFICATE of SURVEYOR
J.H. JONES SURVEY A-26
Llii3 ft., COUNTY Given under m hand APP OV L OF ANNI G C ZONING COMMISSION
�ci sP�ah�r, -_ day of 0�/ -- 20: ��
;,, GINGER L. URSo I. �' BRAZOS COUNTY, TEXAS
STATE OF TEXAS
i
m 0 �,.� Chairman of the Planning and Zoning Commission of COUNTY OF BRAZOS SCALE; � "=100' OCTOBER 20
nw =-' prr rsrPe'.r ba '� _`�' Notary Public, State of Texas ,�'� the t of College Station, Texas, he eby certify, th the attache plat was duly 0$
My Commission Expires
appr v d by the Commission on the day of
, 1'�E• 1% September 05, 2011 __ -- 20 �` I, Brad Kerr, Registered Professional Land Sury yor No. 5 n the State of Texas
IO.rr )ftr;litl;, "n,n"�` _�_� � --- -
REVISED NOVEMBER, 2008
hereby certify that this plat is true and corre and ep red from an actual WNER/DEVELOPER:
Notary ublic, Brazos County, Texas c survey of the property and that the property arker d mo uments were Idced t -Jones LLC
11UI`1L�I�°itL�LL EFEI{ C;;�i{i_'.L�1r t:QUF11Y I:LEh'f. Printed Nome: �1"_� (._Vt-p _ - under m supervision on the P
P ground.
- -_ �� F TFC Ag eland Business Pork i
O
Y r
My Commission Expires: __%�- /!�__ hai an p°°°°4gT�A University DriveiEost, Ste. 101-8
Bfit�'0" r:C�4�h1i"f bo ENGINEER:
6 C
V iVIL immopmMT,
(lege S otion Texas 77840
°°'°.°°°°°°°°° Brad Kerr, R.P.L. S. No. 4502
( 79) 76 -6000 CML ENGINEERING 8 DESIGN -BUILD SERVICES
BRAD KEnR Ginger L. Urso, P.E.
♦48 CFO°4®°99®°°°°0°00°°°9
�"1 �, lsoz ,�� URVE IOR:
2033 Harvey Mitchell Parkway South
Sil ° P p 0 0, 1 od Kerr RP No. 4502
Pi College Station, Texas 77840
rr Sury in ( LLC
SUR � Y g,
�y t% 0. Box 269
P.O: Box 11929, College Station, Texas 77842
Ilege s otton, Texas 77841 (979) 764-7743 Fax: (979) 764-7759
79) 2681731195
CURVE TABLE .
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD BEARING
Ci
21.28'
25.00'
48.45'46"
11.33'
20.64•
N72.30'57W
C2
C3
39.27'
21.28'
25.00'
25.00'
90.00'00"
48'45'46"
25.00'
11.33'
35.36'
20.64'
NO2.39'02"W
N66'43.51 "E
C4
164.07'
50.00'
1:88700'35
714.16'
99.76'
502.53'33"E
C5
C6 1
39•27'
55.27'
25.00'
35.00'
90'00.00"
90.29'03"
25.00'
35.30'
35.36'
49.71'
S87*20'58"W
502'53'33"E
FINAL PLAT.
OF
CERTIFICATE OF OWNERSHIP AND DEDICATION ACK0.3"I ELAN D. BUSINESS PARK
CERTIFICATE OF CITY ENGINEER
STATE OF TEXAS CERTIFICATE OF THE COUNTY CLERK
COUNTY OF BRAZOSI, _N �_ City Engineer of the City of College Station, Texas,
STATE of TEXAS LOTS 1 A VC 1 BLOCK 1
I iE t or hC-OPG in:
hereby certify that this Subclivision conforms to the requirements of the Subdivision
I' �lr` t'[tl`1;; {. ": I, James Jett, Partner of 60 -Jones Associates; LLC, Owner of the 6.842 acre tract Regulations of the City of College Station, Texas. COUN Y of BRAZOS
called Lot 1, Block 1, as shown on the Aggieland Business Park Final Plat of Phase 1 �Spfa�
^.}4 I• - _ _, County Clerk, in and for said count do 6.842ACRES
1}�. { �1'I-! f1="yl,.filed in Volume 8562, Page 146, of the Official Records of Brazos County; and, �� cert)y. herebyrr 1�t , r OL _ - thattht together with its certificates of auqnnticatiodesignated herein as Lots 1A & 1B, Block 1 of the Aggie.land Business Park, Phase 1,n as filed for
7 in Brazos County, Texas, and whose name is subscribed hereto, hereby dedicate to - -- record in my office the _��_ day of irs 2 in the Deed LOT 1 A = 3.365 ACRES
y ngineer! Records of Brazos. County, Texas, In Volume pthe use of the public forever all streets, easements and public places thereon shown
for the purpose and consideration therein expressed: LOT 1 B = 3.477 ACRES.
tIr!'..1..3ttlWITNESS my hand and official Seal, at my office in Bryan, Texas.
Document Humbf-P: 0101 �2•rill
CERTIFICATE OF COUNTY JUDGE
BEING A
This subdivision was duly approved by the Comm;issio . Courty of Bra s Coun y,
- I
NumberTexas, as the Final Plat of s ch subdivision of the - day of
C_ - -+c-*6- James �tt, Partr� ou y Clerk
�b4aC� 20-.
Brazos County, Texas
- -: % REPLA'T T
Signed this (,L da of
Kru'st n C -n _ y -`�°� --- 20-1�"',�stJ
T611 f 11 1 F ;.t! COUNTY I)EA� D STATE OF TEXAS -- OF
COUNTY OF BRAZOS
County Judge, Br zos County A G I E LA N BUSINESS PARK'
11eE alio certita that this instrument. was
f (t
nn the date and time stiamPed hereon b9 Iii Before me, the undersigned authority; on this day personally appeared James Jett known / I
7rIL`I }ns t1U19 recorded in the volume :?nd t-T9e to me to be the person whose name is subscribed:to the foregoing instrument, and
LOT 1, BLOCK 1 - 6.842 ACRES I
(.
017 t(1e I� .l�l.i Public i'�;�T-iff�1 I1� _ g acknowled ed to. me that he executed the same for the purpose and consideration therein
:.It v
stated.
t: sr CERTIFICATE of SURVEYOR
J.H. JONES SURVEY A-26
Llii3 ft., COUNTY Given under m hand APP OV L OF ANNI G C ZONING COMMISSION
�ci sP�ah�r, -_ day of 0�/ -- 20: ��
;,, GINGER L. URSo I. �' BRAZOS COUNTY, TEXAS
STATE OF TEXAS
i
m 0 �,.� Chairman of the Planning and Zoning Commission of COUNTY OF BRAZOS SCALE; � "=100' OCTOBER 20
nw =-' prr rsrPe'.r ba '� _`�' Notary Public, State of Texas ,�'� the t of College Station, Texas, he eby certify, th the attache plat was duly 0$
My Commission Expires
appr v d by the Commission on the day of
, 1'�E• 1% September 05, 2011 __ -- 20 �` I, Brad Kerr, Registered Professional Land Sury yor No. 5 n the State of Texas
IO.rr )ftr;litl;, "n,n"�` _�_� � --- -
REVISED NOVEMBER, 2008
hereby certify that this plat is true and corre and ep red from an actual WNER/DEVELOPER:
Notary ublic, Brazos County, Texas c survey of the property and that the property arker d mo uments were Idced t -Jones LLC
11UI`1L�I�°itL�LL EFEI{ C;;�i{i_'.L�1r t:QUF11Y I:LEh'f. Printed Nome: �1"_� (._Vt-p _ - under m supervision on the P
P ground.
- -_ �� F TFC Ag eland Business Pork i
O
Y r
My Commission Expires: __%�- /!�__ hai an p°°°°4gT�A University DriveiEost, Ste. 101-8
Bfit�'0" r:C�4�h1i"f bo ENGINEER:
6 C
V iVIL immopmMT,
(lege S otion Texas 77840
°°'°.°°°°°°°°° Brad Kerr, R.P.L. S. No. 4502
( 79) 76 -6000 CML ENGINEERING 8 DESIGN -BUILD SERVICES
BRAD KEnR Ginger L. Urso, P.E.
♦48 CFO°4®°99®°°°°0°00°°°9
�"1 �, lsoz ,�� URVE IOR:
2033 Harvey Mitchell Parkway South
Sil ° P p 0 0, 1 od Kerr RP No. 4502
Pi College Station, Texas 77840
rr Sury in ( LLC
SUR � Y g,
�y t% 0. Box 269
P.O: Box 11929, College Station, Texas 77842
Ilege s otton, Texas 77841 (979) 764-7743 Fax: (979) 764-7759
79) 2681731195
I
NOTES:
1. THE Fl PLAT FOR PHASE 1, FROM WHICH THIS TRACT IS FROM, CAN BE FOUND IN VOL. 8562, PG. 1
146 OF TH OFFICI�IL RECORDS OF BRAZOS COUNTY, TEXAS. AT THE TIME OF THIS REPLAT NONE OF THE
LOTS FROM PHASE HA�/E BEEN PURCHASED BY OTHERS, SO OWNERSHIP OF THIS TRACT CONTINUES TO
Jones Road
O 1 11 ra.� / BE 60 -JOIN S ASSOCIATES, LLC, AND CAN BE FOUND IN VOL 70$1, PG. 233, AND VOL. 7020, PG. 244,
S47039'02"E
/ JoneSRoad S4739 02 E 305.39 70 ROW OF THE 0 CIAL DEED RECORDS OF BRAZOS COUNTY, TEXAS. THE CURRENT OWNERS ADDRESS IS
~ 675.39'
J 7 .3 �J 70' ROW 60 -JONES SSOCIA S, LLC, 6161 IMPERIAL LOOP, SUITE 101, COLLEGE STATION, TEXAS, 77845.
BEARIN SYSTEM SHO N HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION.
0
=----3��---- --------�- -- 20' P.u.E.
(- AGGIELAND BUSINESS
I I I PARK, PHASE 1
8562 146 I 3. NO P0� ON OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD..
' ( I BLOCK 3 i I I I 25' BUILDPF
ING I 1 VOL. 8562, PG. 146 I INSURANCE TE. MAPS FOR BRAZOS COUNTY AND .INCORPORATED AREAS, MAP NOS. 48041 C181 -C AND
20 P.U.E. , 10 BTU (ELAND BUSINESS I I SETBACK LINE { 60 -JONES I 48041C2 C, EFFECTIVE DATE: JULY 2, 1992.
■ F. I - I ELECTRICAL PARK, PHASE 1 I I I ASSOCIATES, LLC 1
I" p EASEMENT 15 PUBLIC I {
10 ELECTRICAL { p 1 M ( i✓ L. 8562, PG. 146 I I I 4. NO DR AY ACCESS TO JONES ROAD WILL BE PERMITTED; WITH THE EXCEPTION OF A PROPOSED
I 9 PART. 2 UTILITY I ( � I
I #
EASEMENT ( 25 BUILDING �'? NI I 60 -JONES I�"I EASEMENT BOCK I DRIVEWAY T BE LOiaATED WITHIN THE 30 ACCESS EASEMENT LOCATED ON LOT 1A, BLOCK 1 FOR A
! I h 1.148 AC. o0 I 1935/279 I SSOCIATES; LLC I I I PRIVATE A TO J NES1 ROAD. LOT 1 B MUST ACCESS THE INTERNAL STREET SYSTEM.
PART #2 1935/279 SETBACK LINE , I I I I I LOT 1 -
i 25 BUILDING I I 1
i I I I 5. CURREN Y, THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE BRUSHY WATER SUPPLY. THE
SETBACK LINE 1 I 3o ACCESS I 1.148 AC.
j ('�u 1 I Q, _ _ _ - - ; _ _ _ J WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION SPECIFICATIONS AND
71C ,� - i ! EASEMENT j-fOv11 1 O -� -_ - STANDARDS. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE
o 4J 3�►_ O�VLI �75�00 _ _ J I o
-- - _ - ( (8562/146) 1 ) ►-13 - - - - - - - - - - - - PROTECTION REQUIR 7 E S.
-------------- I T� OT •� q � ' -J- N BUSINESS
S
30 ACCESS ►-a 3 1L�1.! 1 11-'1 (
I � I o � a AGGIELAND IES i ,
•-+ o I 1 I I PARK, PHASE 1 I 6. ALL OF 'HE CO MERCIAL LOTS IN THE AGGIELAND BUSINESS PARK WILL BE AT LEAST 1 ACRE IN SIZE
I EASEMENT I ca Io.
LS• I I I 13365 AC. o O c I VOL. 8562, PG. 146 I AND WILL SERVED BY AN ON-SITE SEWAGE DISPOSAL SYSTEM (PRIVATE SEPTIC SYSTEMS) DESIGNED TO
_ 60'),,40' ACCESS I.- a�
I Ob I I I I I I 60 -JONES I COMPLY Il COLIN D STATE REGULATIONS. NO OSSF MAY BE INSTALLED ON ANY LOT WITHOUT THE
EASEMENT CENTERED - I ,
I l ( ( i o) I o I ASSOCIATES, LLC I ISSUANCE AN "AiTHORIZATION TO CONSTRUCT" ISSUED BY THE BRAZOS COUNTY HEALTH DEPARTMENT
p o a 1
I O S I ERS
uiI I ui , z I ! UNDER THE PROVISIQNS DF THE PRIVATE SEWAGE FACILITY REGULATIONS ADOPTED BY THE C MMI SON
I t S OU PURSUANT TO THE PROVISIONS OF SECTION 21.084 OF THE TEXAS WATER
1 $ tV� �„ ( �) I , LOT 18 ( OURT OF RAZo
ao I u, l (w I ,
T.- I M a z
1.151 AC.
I
1.. 151 AC. ! �I 1�
,� ,� 1 7. ALL LOT. WILL B R UIRED TO HAVE A SITE/SOIL EVALUATION ON FILE WITH THE BRAZOS COUNTY
I I I Q I - I I- I I i.
O O HEALTH DE TMENT BE ORE THE OSSF MAY BE CONSTRUCTED.
(- I REM. OF
1 _ 16' P.U.E. I _
(_ - - - - - W- - - - _ _j N N N 117.4s ACRE TRACT
16 P.U.E. - �tI I =r _ _ - - - - - - _ - _ - _ 8. NO OSI DRAIN IFIEL ISRAEL ENCROACH ON THE 100 -FOOT SANITARY ZONE OF PRIVATE WATER WELLS
O O -- _ - - z z (8562/146) I 00 FUTURE DEVELOPMENT - S
N I I I K/ r AGGIELAND BUSINESS -I AR 150 F T SANItARY ZONE OF PUBLIC WATER WELLS.
� - - - -- - - - - - - - - - - - AGGIELAND .BUSINESS PARK �
d' ( I I PARK, PHASE 1
60 BTU I 60 -JONES ASSOCIATES, LLC
00 C.0 16 P.U.E. o T ILL E PROVIDED BY BRYAN TEXAS UTILITIES (BTU).
I I I ELECTRICAL o i, r 1 VOL 8562 PG. 146 I 081 33 7020 244 9. ELEC i SERVICE FO THIS DEVELOPMENT W B ( )
60 ELECTRICAL I o0 0o ao1 S 47 39 0 ^' 342-.21 I 60 -JONES 7 /2 /
EASEMENT I '
EASEMENT I 1 CO t , ASSOCIATES, LLC
208 461 i 10. THIS D ELOPMENT I WITHIN EXTRA -TERRITORIAL JURISDICTION (ETJ) OF THE CITY OF COLLEGE
jco t �' p / I 164.71 162.50 1 ( I
208 461 co I 1 I I I I STATION.
i ►? AGGIELAND BUSINESS
BLOCK 1 17
LO _ I N I I PARK, PHASE 1 1 I 1 I LOT 1 I
� _ ( � 1 �• I 11. BRAZ COUN IS OT RESPONSIBLE FOR MAINTAINING THE PRIVATE DRAINAGE EASEMENTS.
00 - 00 1 1 1 AC. OL 8562, PG. 146 I I COw _ I -
a0 Lo ! I - - 1 1.151 A.C. ,
I I - 60 JONES I I J B, A 5 WIDE EASEMENT FOR ANCHORS AND GUY WIRES NECESSARY TO HELP SUPPORT
I 1 I � _ I 12. THERE HALL
1 O I I I SSOCIATES, LLC �) ( co I ■' I I OVERHEADILITY ES,. SAID EASEMENTS WILL EXTEND 20' BEYOND ANY UTILITY EASEMENT.
6.842 AC. o , _ � ___--_-_
I
CV N _ 47 39 02 W_275.00 _ . J �I I a ( - _ ;, ITS UNLESS NOTED OTHERWISE:
_ _ _ _ _ _ _ _ _ L LO CORNERS AND ANGLE POINTS,
CV d._ - _ _ Q I I , d I N _ _ 13. 5/8 1 N ROD AT AL T
- - - -- - - - - - - - - - j - AGGIELAND BUSINESS
-r _l I W I O I -- PARK PHASE1
1 I . I O I 01 100 1 N ) VOL 8562 PG. 146 , !;
I ,
_�I i 1 60'x40' ACCESS I N 1 I of 10 1 { 60 -JONES i LEGEND
rI
ICq C%4
1" (CENTERED) REM. OF . I *r .. I ASSOCIATES, LLC ( I
EASEMENT CENTERED I NI IN I I
117.48 ACRE TRACT rn zl I z ( I REPLAT BOUNDARY
REM. OF d�.,l , I r�I ("� FUTURE DEVELOPMENT nl i I I� I I ( �
I
117.48 ACRE TRACT I I N 1 � N 0„I Irn LOT.16 � - LOT LINE
I� 1
OD I AGGIELAND BUSINESS PARK �) I I I ( ! - - _ -
FUTURE DEVELOPMENT 151 AC. I 60 -JONES ASSOCIATES, LLC I L�LOCK 1 I 1.151 AC. I - - - PUBLIC UTILITY EASEMENT
II 1 I �. I I f
AGGIELAND BUSINESS { I I I 7081/233, 7020/244 I I I I PROPERTY CORNER
I
T
PARK 1 1B' L --_-- J
I 1 I 20' P.U.E. I - -.- - - - - EXISTING EASEMENT LINE
• I �- --N4T39'02'�W=275.00' -1 L� I
20' P.U.E. - - - - (8562/146) 131477 AC. I - - - _ _ - - - - = _ -
I -
- - -� BUILDING SETBACK LINE
----------
- - -I I I I r AGGIELAND BUSINESS
r - - I I ACCESS EASEMENT ( ( PARK, PHASE 1 ,
l (30' TYPICAL) I ( VOL. 8562, PG. 146
1 (8562/146) I I ( { 60 -JONES I
BLOCK 1 I i I VICINITY MAP
I I I � I { { i ASSOCIATES, LLC i
{ 30' ACCESS EASEMENT I Iai '� I ACCESS EAS M NT
(30 TYPICAL) 20' 1 ILO 15 col { (30' TYPICAL 20' P.U.E. I I BLOCK 3
Ni I I
a,l I I I (8562/146) I i
CITY olx
of � P,U.E. I I 1.219 AC. °'I 60'x20' .ACCESS - -. 1 I (8562/,46) ! ! LOT 5 ��, .,
--- ---
�L _ _ _ - -T -�- _� `_ I EASEMENT - -t�3. 16 . o' - ( 1.21 g AC`. I 1, BRYAN
_ �4�2 -€-3�t8- - i - - - - _- - - - -�
----------------- 15' ` i rr�1t -r� �"
- - V L , J
- - - - 1 -- -----�
-------------------=---------------------- --- `,, - , N
�' ! 2s•BRAZIOS OF
i V Nr 48 � I couNrY � '"-- COLLEGE
- 1 i 9 s
STATION
- - Q
I 1 �,.
,
9 S A, 30 PRIVATE
I 3
I
W i 30' PRIVATE I �Sl Gj/ i DRAINAGE \� RooS�
C I \ n- 29 , I EASEMENT PROJECT a'
DRAINAGE `S� BUSINESS Norm
AGGIELAND B INE LOCATION
EASEMENT I PARK, PHASE 1
- -- "1L3
VOL. 8562 PG. 146 I COLLEGE
6o -JONES I STATION GPS
1 25 BUILDING I ASSOCIATES; LLC
MONUMENT #103
I SETBACK LINE- i
C1
I I - I I ,
_ I ,
rnI {
00
BLOCK 1 ► , BLOCK 1
of I I I
01 i 100 50 0 100 , LOT 2 I 100 50 0 100
2 ,
SCALE IN FEET 4.717 AC. ! SCALE IN FEET
I
i
LINE TABLE
LINE
LENGTH
BEARING
L1
239.71'
N 08'04
L2
70.00'
1'51' 6"W
L3
24,85'
N48'OB'04"W
L8
52.67'
S03' 0'26'
L9
264.93'
S4r39'02'E
......... ......rte., .... .... _
OF
AGGIELAND BUSINESS PARK,,
CERTIFICATE OF OWNERSHIP AND DEDICATION
CERTIFICATE OF CITY ENGINEER CERTIFICATE OF THE COUNTY CLERK
LOTS 1 1 A & 1 1 R V , BLOCK LOCK
STATE OF TEXAS City Engineer of the City of College Station, Texas; STATE OF TEXAS
COUNTY OF BRAZOS hereby certify that this Subdivision conforms to the requirements of the Subdivision COUNTY OF BRAZOS
Regulations of the City of College Station, Texas. 6.842 ACRES
I, James Jett, Partner of 60 -Jones Associates, LLC, Owner of the 6.842 acre tract I, County Clerk, in and for said county, do hereby
called Lot 1, Block 1, as shown on the Aggielond Business Park Final Plat of Phase 1 certify that this plat together with its certificates of authentication was filed -for LOT 1 A - 3.365 ACRES
filed in Volume 8562, Page 146, of the Official Records of Brazos County, and record in my office the day of . 20_, in the Deed
designated herein as Lots 1A & 1B, Block 1 of the Aggieland Business Park, Phase 1, City Engineer Records of Brazos County, Texas, in Volume Page LOT 1 B = 3.477 ACRES
in Brazos County, Texas, and whose name is subscribed hereto; hereby dedicate to
the use of the public forever all streets, easements and public places thereon shown WITNESS my hand and official Seal, at my office in Bryan, Texas. BEING A
for the purpose and consideration therein expressed.
CERTIFICATE OF COUNTY JUDGE
issioners Court of Brazos Count County Clerk
REPLAT
This subdivision was duly approved by the Comm y y, Brazos County, Texas
Texas, as the Final Plat of such subdivision of the + day of
James Jett, Partner 20
OF .
Signed this day of
GGIELAND BUSINESS PARK,
County Judge, Brazos County
STATE OF TEXAS
COUNTY OF BRAZOS LOT 1, BLOCK 1 6.842 ACRES
Before me, the undersigned authority, on this day personally appeared James Jett known
to me to be the person whose name is subscribed to the foregoing instrument, and - J.H. JONES SURVEY, A-26
acknowledged to me that he executed the some for the purpose and consideration therein CERTIFICATE OF SURVEYOR BRAZOS COUNTY, TEXAS.
stated. APPROVAL OF PLANNING AND ZONING COMMISSION
STATE of TEXAS SCALE: 1 „_100' OCTOBER, 2008
Given under my hand and seal on this day of 20 I, Chairman of the Planning and Zoning Commission of COUNTY OF BRAZOS REVISED NOVEMBER, 2008
the City of College Station, Texas, hereby certify that the attached plat was duly
approved b the Commission on the day of I, Brad Kerr, Registered Professional Land Surveyor No. 4502, in the State of Texas, OWNER�DEVELOPER: j
20 �. Y hereby certify that this plat is true and correct and was prepared from an actual
60 -Jones, LLC
Notary Public Brazos Count .Texas.. survey of the property and that the property markers and monuments were placed i (
Y Y• under my supervision on the ground.
lb a Aggieland Business Park ENGINEER:
526 University Drive East, Ste. 101-8 * C1, JVEM0PMW '
Chairman College Station, Texas 77840
Printed Name.
(979) 764-6000 CML ENGINEERING &DESIGN -BUILD SERVICES
My Commission Expires: _ Brad Kerr, R.P.LS. No. 4502 I ( Ginger L. Urso, P.E.
SURVEYOR: 2033 Harvey Mitchell Parkway South
Brad Kerr, RPLS No. 4502 College Station, Texas 77840
l/ Kerr Surveying, LLC ...
P.O. 'Box 269 P.O. Box 11929, College Station, Texas '77 2
ColiI age Station, Texas 77841
v (979) 764=7743 Fax: (979) 764-7759
(97) 26B-3195
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CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD BEARING
C1
21.78'
25.00'
48.4546"
1.33'
20-64'
N7 '5 "W
C2
39.27'
25 .00'
90'0 '00"
25. 0'
35.36'
NO 39'02W
C3
21 28'
5.00'
464546"
11.33'
0.64'
N 6 '51'E
C4
164.07'
50.
88'00'35
714.16'
99.76!
S02'5333'E
C51
39.27'
25.00'
90.00'00"
5.00'
35.36'
S8 20'58"w
C61
55,27'
1 35,00'
191729'03"1
35.30'
49.71'
SO 3'33'
......... ......rte., .... .... _
OF
AGGIELAND BUSINESS PARK,,
CERTIFICATE OF OWNERSHIP AND DEDICATION
CERTIFICATE OF CITY ENGINEER CERTIFICATE OF THE COUNTY CLERK
LOTS 1 1 A & 1 1 R V , BLOCK LOCK
STATE OF TEXAS City Engineer of the City of College Station, Texas; STATE OF TEXAS
COUNTY OF BRAZOS hereby certify that this Subdivision conforms to the requirements of the Subdivision COUNTY OF BRAZOS
Regulations of the City of College Station, Texas. 6.842 ACRES
I, James Jett, Partner of 60 -Jones Associates, LLC, Owner of the 6.842 acre tract I, County Clerk, in and for said county, do hereby
called Lot 1, Block 1, as shown on the Aggielond Business Park Final Plat of Phase 1 certify that this plat together with its certificates of authentication was filed -for LOT 1 A - 3.365 ACRES
filed in Volume 8562, Page 146, of the Official Records of Brazos County, and record in my office the day of . 20_, in the Deed
designated herein as Lots 1A & 1B, Block 1 of the Aggieland Business Park, Phase 1, City Engineer Records of Brazos County, Texas, in Volume Page LOT 1 B = 3.477 ACRES
in Brazos County, Texas, and whose name is subscribed hereto; hereby dedicate to
the use of the public forever all streets, easements and public places thereon shown WITNESS my hand and official Seal, at my office in Bryan, Texas. BEING A
for the purpose and consideration therein expressed.
CERTIFICATE OF COUNTY JUDGE
issioners Court of Brazos Count County Clerk
REPLAT
This subdivision was duly approved by the Comm y y, Brazos County, Texas
Texas, as the Final Plat of such subdivision of the + day of
James Jett, Partner 20
OF .
Signed this day of
GGIELAND BUSINESS PARK,
County Judge, Brazos County
STATE OF TEXAS
COUNTY OF BRAZOS LOT 1, BLOCK 1 6.842 ACRES
Before me, the undersigned authority, on this day personally appeared James Jett known
to me to be the person whose name is subscribed to the foregoing instrument, and - J.H. JONES SURVEY, A-26
acknowledged to me that he executed the some for the purpose and consideration therein CERTIFICATE OF SURVEYOR BRAZOS COUNTY, TEXAS.
stated. APPROVAL OF PLANNING AND ZONING COMMISSION
STATE of TEXAS SCALE: 1 „_100' OCTOBER, 2008
Given under my hand and seal on this day of 20 I, Chairman of the Planning and Zoning Commission of COUNTY OF BRAZOS REVISED NOVEMBER, 2008
the City of College Station, Texas, hereby certify that the attached plat was duly
approved b the Commission on the day of I, Brad Kerr, Registered Professional Land Surveyor No. 4502, in the State of Texas, OWNER�DEVELOPER: j
20 �. Y hereby certify that this plat is true and correct and was prepared from an actual
60 -Jones, LLC
Notary Public Brazos Count .Texas.. survey of the property and that the property markers and monuments were placed i (
Y Y• under my supervision on the ground.
lb a Aggieland Business Park ENGINEER:
526 University Drive East, Ste. 101-8 * C1, JVEM0PMW '
Chairman College Station, Texas 77840
Printed Name.
(979) 764-6000 CML ENGINEERING &DESIGN -BUILD SERVICES
My Commission Expires: _ Brad Kerr, R.P.LS. No. 4502 I ( Ginger L. Urso, P.E.
SURVEYOR: 2033 Harvey Mitchell Parkway South
Brad Kerr, RPLS No. 4502 College Station, Texas 77840
l/ Kerr Surveying, LLC ...
P.O. 'Box 269 P.O. Box 11929, College Station, Texas '77 2
ColiI age Station, Texas 77841
v (979) 764=7743 Fax: (979) 764-7759
(97) 26B-3195
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GENERAL NOTES:
PROPOSED PARKING: 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND
VERTICAL POSITIONING OF EXISTING UTILITIES AND SERVICE LINES
SPACES HANDICAP TOIA WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR
NOT, AT LEAST 48 HRS. PRIOR TO ANY CONSTRUCTION.
BLDG 1 31 2 33 CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO
BLDG 2 - 28 2 30 EXISTING FACILITIES. CALL 1-800-DIG-TESS,
29 2 31
BLDG 3 Z. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF
BLDG 4 - 30 2 32 CURB UNLESS OTHERWISE NOTED.
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 UTILITY MAP
DOCUMEN.T.S. OBTAINED BY FROM INDEPENDENT AGENCIES
AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS
MAY NOT REPRESENT AS -BUILT CONDITIONS.
4. PAVEMENT DEPTHS: 6" CONCRETE PAVEMENT IN DRIVE
AISLES AND 5" IN ALL OTHER LOCATIONS. HMAC PAVEMENT IN
COUNTY RIGHT-OF-WAY.
VICINITY MAP ,��y�Pct::..;,.••,�
............................. .
JOSEPH P. SC Z
`.............. .
+� CONAL E �/
THE SEAL APPEARING ON IS
DOCUMENT WAS AUTHORIZE BY -
JOSEPH P. SCHULTZ, P.E.
#66889 ON JULY 2, 2008.
40 20 0 40
z 00 3
SCALE IN FEET o A
U
� M
i
D O
_
- - - -•29'•- ..._..__.__- \� •�� /� � ..' _-'^._ter--. _._ _ - _ {- -
- 0.0 ELECTRICAL
- f`�•'\. y EASEMENT ,
RT #2 1935/279 z
O
-
-r
/ _L-- ---- , `1 ! 60.0 ELECTRICAL
;
a� r / tsps EASEMENT (208/461) / 1 (L Z)
30.0 ACCESS EASEMENT ; �j ; Q: 0 fy
} V Z I-
1 1 (3A TYPICAL) � - U)
f (`
20.0 P.U.E. / � , .� � 1 I �;, ~�, 4 o Z
V) m
W X
` i' --- _- - --- ! o 0
/ 300 PRIVATE - - - - --
j �- -
I 1 � - - - - - t,_ IL
I /_ - �_-- -- - _
--- --_._ � DRAINAGE _I - _... � . - - - - -' f .�
---------•----EAS'EMENT" -_ --- _� o
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30.0 ACCE
EASEMENT (L
I to to
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-
'°' . 30.0 PRI
VA __ _ oo °0
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EASEMENT I I w d N
, . 30.0 ACCESS EASEMENTVfi a a
�?HASE 2'E� - I .00
M CK.1 r I I
r a� `�
---ate N
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UE UE . UE-�.,+E UE UE E l!E UE r �
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rar,
a,
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ase ca
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4.717 �. 1.
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1 `oi _
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BUILPING 4 BUILDING 3 \1 I i V
1 f I I (( (� rr - 11 700- SF .f 1 >, u�
1 1 700 SF w
1 � 11 700 SF I CD I
1 '` I W 11,00 SF � r �,�� .2 �$°' �, 'o m
_, _ z dj
P.
V I $ I - / FE=3 110 E--312.50 " `" j 1 Z rn.
au;- -• V_ 1 r FFE-.10.00 N
- , FFE-�310.00 r /
Nw
I) 4 t a , _
1 i b 6 SID a F EWALK SID ALK R00 r I w O
SIDEWALK ROOF / SIDEWALK I I 10 �"i
_ M U
SIDEWALK ROOF 6 SIDEWALK \ i
6 SIDEWALK ,
DRAT /DRAIN
AIN DRbI O f > M x
�. I { t SIDEWALK R00 SIDEWALK ROOF FL=307. ' ' S ALK RO.F FL=309. r IDEWAL OF. L=310.
ti , ( FL=305. w ' DRAIN D ,� i p I 0 o 0
- , DRAIN 1 �, DRAIN ( ( j Imo+! N m
ago a' / s ''
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SETBACK LI�E
-- •- - - ~ - - - -
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rte( 43
3 mum mmm
f
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�o� - -,! � - ��n F:ss --sds :16.b P_ U,E,__ ROOF DRAIN. �''�-_mow, ----' eo ROOF [802 "-
PROPOSED CULVERT r %-°> %, = � _ _ ROOF DRA1N ' _ ar 4 PVC _ 1 - -
30z
{;fff - F -04. -- go¢ ---PIPE " �` '- 'FL -307. - __..`�M~FL=309. PORE °t FL=309. 3° PIPE -
PIPE -be
' mfr ROOF DRAIN - ----
-- I 18 HDPE PIPE f f, :-=f; 305
3� _ i I
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'
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70 R.O.W.
•, - `."^. _ -._
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-- - - - - - - - - - - - Cn 377
top ---
308
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SILT
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•_ �,-, -•_ l � THE SEAL APPEARING ON 1HIS
SILT FENCE ..
s DOCUMENT WAS AUTHORIZE i BY
40 - 20 O 40 Aos- / I JOSEPH. P. SCHULIZ, P.fl
�� #65889 ON JULY 2, 2008.
SCALE IN FEET
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SM
EROSION CONTROL NOTES'
d / 1. THE CONTRACTOR SHALL ESE RESPONSIBLE FOR
VERIFYING THE EXACT LOCATION' -OF ALL EXISTING `r
30> o
UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY
COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. r
I
DIG TESS: (800) 344-8377 •-....,, � \ i W
ATMOS ENERGY: (800) 545-6005
(800) 344-8377
SUDDEN LINK COMMUNICATIONS: (979) 846-2229 3p9
J VERIZON: (800) 344-8377 /
ATMOS ENERGY:
o-
``-- 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS- NECESSARY TO MINIMIZE
EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. i
— -- 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT I i NLL
NTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY INFALL EVENT OF
2"�0R MORE. O Q
\ 4. T, VCQhLTRACTOR IS REQU'RKI) TO MAINTAIN THE TPDES GENERAL PERMIT N0. TXR 50000 ,REQUIREMENTS
FOR �ONSTRUCTIO`N SITER.
Q
5. 1 FI11MANENT VEGETATION�ILL BE 7ABLISHED ON THE DISTURBED AREAS AFTER C NSTRUCTION IS
COMM E. 1 } 1 i W m
6. d�L CONSTRUCTION SHALL BE SIN ACCOR ANCE WITH THE 2008 CITY OF BRYAN/COLE GE STATION 1 _ r
STANDARD SPECIFICATIONS AND DETAILS FOR WATER, SEWER, STREETS AND DRAINAGE. A& CONSTRUCTION / I U)
SH L BE—COORDINATED WITH THE. ITY ENGIN R'S OFFICE. ( i--
�- 7.ff ���' E CONSTRUCTION SHALL COMPLY WITH OSHA\STANDARD 29 CFR PART 1926 SUBP RT P FOR TRENCH. t I mLLI
SAFE REQUIRE4ENTS.
s
/ �. INLET PROTECTI N TO BE INSTALLED A ALL INLETS. ` I I V J Z
9 INSTALL HAY BALE CHECK DAMS OR SIL' FENCE BARRIERS AS NEEDED AT CONCEN TED W LOC T10NS. �' / ! Q Q
RE OVE THESE EROSION CONTROL MEASURES ONCE GRASS IS4STABLISHED. / t f I
l r f J
W
W
" n HAY" BALES AND SILT. FENCE TO
STAKES -1 x2
2 PER BALE BE USED IN AREAS OF CONCENTRATED
LEGEND
DRAINAGE FLOWS.
" " 2 0 EXISTING CONTOUR — MAJOR
BOTTOM OF BALE TO BE STAKES -1"X2" �� � Zgg EXISTING CONTOUR —MINOR
MIN. 3" BELOW GRADE 2 PER BALE STAKES -6' SPACING OR 3" DIA. CRUSHED STONE, MIN.,THICKNESS — 6"
WIRE FENCING TO SILT FENCE FABRIC WIRE FENCING TO "T" POSTS -10' SPACING IN. ROCK EXIT LENGTH — 30', SIZE, LOCATION ( PROPERTY BOUNDARY LINE
PROVIDE SUPPORT AS SHOWN ON THIS SHEET.
PROVIDE SUPPORT TO FABRIC RUNOFF FLOW DIRECTION
SILT FENCE FABRIC �,
DIRECTION OF FLOW 254.90 TC
TO FABRIC - - _ PROPOSED CONTOUR
DIRECTION OF FLOW' DESIGN GRADE SPOT ELEVATION
EXISTING GROUND 15' MIN. TP TOP OF PAVEMENT SHEET
EXISTING GROUND EXISTING OR PROPOSED
PUBLIC ROAD OR STRE ( TW TOP OF WALK
4 ..L TG TOP OF GROUND
BURY BOTTOM FLAP `) FL FLOWLINE OF PIPE OR CHANNEL
BURY BOTTOM FLAP THE EXIT SHALL BE MAINTAINED AND KEPT IN A CONDITION ■ km M i IMI ■ SILT FENCE
18" MIN. DEPTH 12" MIN. DEPTH THAT PREVENTS MUD FROM LEAVING THE SITE. ADDITIONAL
BELOW EXISTNG GROUND 12" MIN. DEPTH CRUSHED STONE SHALL BE ADDED AS NECESSARY. ROCK RIP RAP
CONSTRUCTION EXIT
HAY BALE SILT FENCE W/ NTS
CHECK DAM HAY BALES
SILT
NTS ms
I ,
8- STEEL PLATE 4" THICK (MIN) REINFORCED
CONCRETE SIDEWALK
(.3000 PSI, 28 -DAY STRENGTH)
OF
1/2- METAL PLATE-----\ /-2" SIDEWALK ROOF DRAIN 2% MAX SEAL WITH JOINT MATERIAL- S 01 rH DOW C;o
BA
LIGHT BROOM FINISH 1 2" Db X 2" O.C.
JOIN.T.S. TO BE TOOLED 6.
A 1/4" TO 1/2" DEEP 3/4" HEAVY RENS
4;_ -;IrL -;4 ....................
A 2*
-4 -;s JOSEPH P SCHULT
6'
4
CONCRETE
1'3000 PSI,
MAX
41.
A' NON -EXTRUDING JOINT F1
ErAL OR F ASTIC CAP INSIDE
SIDEWALK 2" SAND CUSHION SIDEWALK CONTRACTION JOINT DIAMETER TO 9E 1/16" REATER
(AS NECESSARY) CONTRACTION.JOINTS SHALL BE THAN DIAM� R OF DOW BAF
AT SAME SPACING AS SIDEWALK WIDTH �SIDEWALK EXPANSION J _2THIS
5* THICK CONCRETE PAVEMENT #3 X 18 O.C.E.W. INT� THE SEAL APPEARIN ON I
TO BE SPACED AT 60' MAX. I DOCUMENT WAS AUTHORIZ D BY
SIDEWALK ROOF DRAIN DETAIL SIDEWALK ROOF DRAIN CROSS SECTION COMPACTED SUBGRADE NOTE: NTOVALS JOSEPH P. SCHULTZ, P
SIDEWALK ROOF DRAINS SHALL BE PLACED AT BUILDING COLUMNS EXPANSION JOINT SEALANT TO BE SONOBORN SL -I OR W ROVED EQ JAL 4 1 0 1 20 0 . #65889 ON JULY 2. 2008.
40
EXCEPT AT HANDICAP RAMPS CONCRETE SIDEWALK CROSS SECTION
SCALE IN FEET z DO
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PROPOSED CULVERT z 0
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4
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00
TYPICAL SIDEWALK DETAIL FOR DOORWAY TYPICAL SIDEWALK DETAIL -0 DOORWAY FT] 17-25-/ 312. T PICAL
BUILDING 4 11FRAL. alur-WALA VEDAIL rUK DOORWAY
BUILDING 3 TYPICAL SIDEWALK DETAIL FOR DOORWAY N.T.s
BUILDING 2
BUILDING 1
(SEE PLAN FOR LOCATION)
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WIN
i 11,700 SF 11,700 SF 1:3 Lo�
FFE=31 0.00 FFE=31 0.00 11,700 SF -j 3 a TO 1 r*
FFE=312.1 0 CD oil-
101-
FFE=312.50
ci ca
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6' SIDEWALK SIDEWALK R
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/ X
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1� '.. , I \ 1 .0
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md
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L LL (D
CONTRACTION JOINT
V Y
> P.U.E. CONTRACTION JOIN.T.S. SHALL BE CWO (D a) CO
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IMF= xr
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TYPICAL SIDEWALK DETAIL FOR DOORWAY TYPICAL SIDEWALK DETAIL -0 DOORWAY FT] 17-25-/ 312. T PICAL
BUILDING 4 11FRAL. alur-WALA VEDAIL rUK DOORWAY
BUILDING 3 TYPICAL SIDEWALK DETAIL FOR DOORWAY N.T.s
BUILDING 2
BUILDING 1
(SEE PLAN FOR LOCATION)
z 0
Em
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BUILDING 3 BUILDING 2 0 -SAWED OR FORMED, SEAL
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FFE=312.1 0 CD oil-
101-
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ci ca
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1� '.. , I \ 1 .0
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L LL (D
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> P.U.E. CONTRACTION JOIN.T.S. SHALL BE CWO (D a) CO
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AT 15' MAX. SPACING 0) LL
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LIN �1> 5' & 6* PAVEMENT - USE #4 REBAR 0 16' O.C. z f
C�TDAPV III IV W .I_ r%
2 BUILDI 4G
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IMF= xr
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S WITH JOINT MATERIAL SMOOTH DOWEL BAR
Ile. VV% A 10 D.C.
4 h PVC !.3 (COATED W/HEAVY GREASE)
CULVERT 4" PVC EXISTING U ER 49% PVC
ROOF DRAIN EXISTING L 16.01 ix
FL=304.5_/� 4" PVC ROOF DRAI X
PIPE FL=307. ROOF DRAIN PIPE FL=p PIPE C LV ROOF DRAIN
3 FL=309.� PIPE
NON E)(TRLDING JOINT nLLER__z \�MEIAI OR PLASTIC CAP. INSIDE
iMperial Loop DIAMETER TO BE 1/16" GREATER
THAN DIAMETER OF' DOWEL BAR
70' R.O.1W.
EXPAV�inw jniNIT
FH TO BE SPACED AT 50' MAX. INTERVALS w
FH IIOTE-
8 L - ------- I XPAN [ON JOINT SEALANT To BE SONOBORN SL -1 OR APPROVED
8- 8-A. I QUAL
B -P 8- 8- X=6" AS SHOWN. 5" IN ALL OTHER AREAS
5" & 6* PAVEMENT USE #4 REBAR 0 16* D.C.
16.0' P.U.E.
60'x 60'x4V ACCESS z
40' ACCESS
EASEMENT (CENTERED) I<
EASEME
NT (CENTERED) 25.0' BUILDIqG pi
j <
SETBACK LI1 4E
0. Z
0
O�LD�
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<
GRADING & PAVEMENT CONSTRUCTION -NOTES: w co
LIGHT BROOM FINISH W/. GROOVES (1/4* TO 1/2" w z
DEEP X 1/2- TO 3/4- WIDE 0 3/4- TO 2- APART),
U)
PROVIDE "BRICK RED" COLORED CONCRETE FOR NOTE: THE LOCATION OF THE DOORS FOR THE BUILDINGS 1. ALL CONCRETE FOR PAVEMENT
CONTRAST, GROOVES SHALL BE CONSTRUCTED SO CONSTRUCTION SHALL BE TO THE MINIMUM DEPTH. SHOWN ON T PLANS A D SHALL HAVE A MINIMUM 28 -DAY W
THAT THEY DO NOT HOLD WATER ARE NOT KNOWN AT THIS TIME. THE SIDEWALK COMPRESSIVE STRENGTH OF 3000 PSI. THE MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT 0 ORTLA I D I�EMENT SHALL BE 20 PERCENT BY WEIGHT. W
SHALL BE CONSTRUCTED OR MODIFIED SO THAT
.0' CURB HEIGHT THE SIDEWALK IS IN COMPLIANCE WITH ADA
IABLE CURB HEIGHT STANDARDS IN THESE LOCATIONS.
PARKING -0*5* CURB HEIGHT
AREA
LLj LLJ
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-V
/*
\x
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V x\\\\\N
0
TO AT
EAST
V\
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A., 2 A, n6,
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DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM D698), AT A MOISTURE CONTENT FROM 2%
E :-LOW 1
v,
ABOVE THE OPTIMUM MOISTURE CONTENT.
c)
4. THE SUBGRADE SOILS BENEATH THE PAVEMENT SHALL BE LIME STABILIZED TO A MINIMUM DEPT
OF � 6"
AT
A RATE OF APPROXIMATELY 6% OF THE DRY
k/Nv
WEIGHT OF THE SOIL. THE LIME STABILIZED SOIL SHALL BE MIXED TO PROVIDE A HOMOGENEOUS
tv XTURE
WITI
A MINIMUM PH OF 12.4, AND WHICH MEETS
ce) x
co 0 0)
C::) rn r__
04 LJJ 0)
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Ile. VV% A 10 D.C.
4 h PVC !.3 (COATED W/HEAVY GREASE)
CULVERT 4" PVC EXISTING U ER 49% PVC
ROOF DRAIN EXISTING L 16.01 ix
FL=304.5_/� 4" PVC ROOF DRAI X
PIPE FL=307. ROOF DRAIN PIPE FL=p PIPE C LV ROOF DRAIN
3 FL=309.� PIPE
NON E)(TRLDING JOINT nLLER__z \�MEIAI OR PLASTIC CAP. INSIDE
iMperial Loop DIAMETER TO BE 1/16" GREATER
THAN DIAMETER OF' DOWEL BAR
70' R.O.1W.
EXPAV�inw jniNIT
FH TO BE SPACED AT 50' MAX. INTERVALS w
FH IIOTE-
8 L - ------- I XPAN [ON JOINT SEALANT To BE SONOBORN SL -1 OR APPROVED
8- 8-A. I QUAL
B -P 8- 8- X=6" AS SHOWN. 5" IN ALL OTHER AREAS
5" & 6* PAVEMENT USE #4 REBAR 0 16* D.C.
16.0' P.U.E.
60'x 60'x4V ACCESS z
40' ACCESS
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EASEME
NT (CENTERED) 25.0' BUILDIqG pi
j <
SETBACK LI1 4E
0. Z
0
O�LD�
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<
GRADING & PAVEMENT CONSTRUCTION -NOTES: w co
LIGHT BROOM FINISH W/. GROOVES (1/4* TO 1/2" w z
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U)
PROVIDE "BRICK RED" COLORED CONCRETE FOR NOTE: THE LOCATION OF THE DOORS FOR THE BUILDINGS 1. ALL CONCRETE FOR PAVEMENT
CONTRAST, GROOVES SHALL BE CONSTRUCTED SO CONSTRUCTION SHALL BE TO THE MINIMUM DEPTH. SHOWN ON T PLANS A D SHALL HAVE A MINIMUM 28 -DAY W
THAT THEY DO NOT HOLD WATER ARE NOT KNOWN AT THIS TIME. THE SIDEWALK COMPRESSIVE STRENGTH OF 3000 PSI. THE MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT 0 ORTLA I D I�EMENT SHALL BE 20 PERCENT BY WEIGHT. W
SHALL BE CONSTRUCTED OR MODIFIED SO THAT
.0' CURB HEIGHT THE SIDEWALK IS IN COMPLIANCE WITH ADA
IABLE CURB HEIGHT STANDARDS IN THESE LOCATIONS.
PARKING -0*5* CURB HEIGHT
AREA
STEEL REINFORCING BARS
-CONCRETE PAVEMENT
PER PLAN
X
t
6FT MINIMUM 6Fr MINIMUM
RAMP LENGTH AND RAMP LENGTH AND
VARIABLE CURB HEIGHT VARIABLE CURB HEIGHT TYPICAL CONCRETE PAVING SECTION
N.T.S.
X-6' AS SHOWN, 5" IN ALL OTHER AREAS
5" & 6* PAVEMENT - USE #4 REBAR 0 16" O.C.
TYPICAL RAMP DETAIL AT PARKING AREAS & PRIVATE SIDEWALKS
2. REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI)
LLj LLJ
_j
-V
/*
\x
7
V x\\\\\N
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TO AT
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V\
', .. ......
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E :-LOW 1
v,
ABOVE THE OPTIMUM MOISTURE CONTENT.
c)
4. THE SUBGRADE SOILS BENEATH THE PAVEMENT SHALL BE LIME STABILIZED TO A MINIMUM DEPT
OF � 6"
AT
A RATE OF APPROXIMATELY 6% OF THE DRY
UJI
WEIGHT OF THE SOIL. THE LIME STABILIZED SOIL SHALL BE MIXED TO PROVIDE A HOMOGENEOUS
tv XTURE
WITI
STEEL REINFORCING BARS
-CONCRETE PAVEMENT
PER PLAN
X
t
6FT MINIMUM 6Fr MINIMUM
RAMP LENGTH AND RAMP LENGTH AND
VARIABLE CURB HEIGHT VARIABLE CURB HEIGHT TYPICAL CONCRETE PAVING SECTION
N.T.S.
X-6' AS SHOWN, 5" IN ALL OTHER AREAS
5" & 6* PAVEMENT - USE #4 REBAR 0 16" O.C.
TYPICAL RAMP DETAIL AT PARKING AREAS & PRIVATE SIDEWALKS
2. REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI)
LLj LLJ
_j
0 _j
3. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT SHALL BE COMPACTED
TO AT
EAST
95% OF THE MAXIMUM DRY DENSIT L Y AS
n Z 0
DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM D698), AT A MOISTURE CONTENT FROM 2%
E :-LOW 1
D 4%
ABOVE THE OPTIMUM MOISTURE CONTENT.
c)
4. THE SUBGRADE SOILS BENEATH THE PAVEMENT SHALL BE LIME STABILIZED TO A MINIMUM DEPT
OF � 6"
AT
A RATE OF APPROXIMATELY 6% OF THE DRY
UJI
WEIGHT OF THE SOIL. THE LIME STABILIZED SOIL SHALL BE MIXED TO PROVIDE A HOMOGENEOUS
tv XTURE
WITI
A MINIMUM PH OF 12.4, AND WHICH MEETS
THE GRADATION REQUIREMENTS SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT)
HIGHWAYS, STREETS,
STANDARD
SPECIFICATIONS FOR CONSTRUCTION OF
AND BRIDGES, ITEM 260. THE LIME STABILIZED SOIL SHALL BE COMPACTED 11b
A DENSITYj
OF AT LEAST 98% OF THE MAXIMUM DRY
DENSITY AS DETERMINED BY ASTM D698 AT A MOISTURE CONTENT FROM 2% BELOW TO 4% ABOVE
( PTIMUN
M
1 ISTURE CONTENT. THE LIME USED TO
STABILIZE THE SOIL SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 264, "LIME AND LI E SLURRY",
M
5. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF -ROLLED
"PROOF-
ANY
VEA
< OR SOFT AREAS IDENTIFIED BY THE
ROLLING" SHALL BE REMOVED AND REPLACED.
6. JOINT SEALANT MATERIAL TO BE SONOBORN SL -1 OR APPROVED EQUAL.
SHEET
7. CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE CONCRETE AFTER THE SURFACE FIN131
ING IS
CO
PLETE AT THE RATE RECOMMENDED BY THE
MANUFACTURER. THE CURING COMPOUND SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 526
.
8. ALL PRIVATE ADA RAMPS WILL HAVE GROOVES IN THE CONCRETE TO PROVIDE TEXTURE AND THE
ZAMP
K RED IN COLOR
N.T.S
9.. MAXIMUM CROSS SLOPE FOR ADA ACCESSIBLE ROUTES IS 2% FOR SIDEWALKS AND PAVEMENT.
10. HMAC PAVEMENT SECTION SHOULD CONSIST OF 2" TYPE D HMAC, 8" OF CRUSHED LIMESTONE E kSE MATIERIAL, AND 6" LIME STABILIZED SUBGRADE.
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ALK IS IN COMPLIANCE WITH ADA STANDARDS IN
I A TYPICAL DETAIL IS . SHOWN FOR. EACH
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FL=309.0 _ _ _ J ,�_ FL=309.0 ---� _- -
02 ■ --__ ` 309 - -� _ -- ---� - - - - _ -
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■ •JOSEPH P. SCHULTZ
t'-. .. , It 3 �.fz:�:. �' ._� ,E . ...ate • ' .1't.,.! _ q °. .� •0 ." ._ c `. • -..:,. / ��[�,�;lm• ����'���� I
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:2 ��V � �� ' , 1 J 90 TP �� � l THE EAL APPEARING ON IS
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t•. j r s r'� JOSEPH P. SCHULTZ' P.E.
nri 30i.?d7P 3026 7P' � y a✓ «r Y' t. '
20 10 0 ` 20 f 2.o TP 305.21 ;' X65889 ON JULY 2. 2008.
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1: FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE " `�82 By`iP / I %� i' to > O
FOR SECTIONS r. �{ , �
PAVEMENT SHALL BE`COMPACTED TO AT LEAST 95% OF THEl 3m•STC 4 f c / ■ nk Q m m
zi / CC
MAXIMUM DRY DENSITY AS DET RMINED BY THE STANDARD PROCTOR 362.o TP - - - e ,. til
r A A, B B, C >, y� / ■µ
7 sa3, q x.80 TP QTR
TEST, (ASTM D698), AT A MOISTURE CONTENT FROM 2% BELOW TO / w Q
8 TP 3 a 7 _-�• p
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ii
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BGR E THE CONCRETE PAVEMENT AND ; "' 235 �.
2. THE SU ADS BENEATH H ET ,r_� . •� .�� rr :,� / _ � N I ■ f ¢ Q cn O
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ANY WEAK 0 SOFT REAS „ ' v w
SIDEWALKS SHALL BE"PROOF-ROLLED".R cv � .� f .� ;� to p p 0-
■
IDENTIFIED BY THE PROOF -ROLLING SHALL BE REMOVED AND
LACED.
REP -
Ic
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3. THE SUBGRADE SOILS BENEATH THE PAVEMENT SHALL BE/ IME
/ „ tT S /
i ■
STABILIZED TO AMINIMUM--DEPTH OF 6 AT A RATE OF 6% OF THE
-DRY WEIGHT OF THE SOIL. THE LI E STABILIZED SOIL SHALL BE : ., _ � ! fk � ■
M
MIXED TO PROVID {A HOMOGENEOUS MIXTURE WITH MINIMUM PH
` ■
c] . 4 z
TI REQUIREMENTS 3os.6o TP
-0F 12.4, AND W{ RICH MEETS THE GRADATION R.. O o Bo TP Z
Y' 305. 305.35 TP % A SE
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SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT), r�3 i . ,�K ! i O
s- f r c - .-STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS t ; 4 f '� ■ I-. U
_,_
,__ p
STREETS AND BRIDGES ITEM 260. THE LIME STABILIZED SOIL f - •` .'' ((��'�� � �
_
SHALL BE COMPACTED TO A DENSITY OF AT LEAST 98% OF THE _ � � �z � _ � _ l Al
{ it $ .� /' (� Z .
r J 30&0 ■ - Z
MAXIMUM DRY .DENSITY AS DETERMINED BY ASTM D698 ATA ' � � :, --•� i • - �
r W
MOISTURE CONTENT FROM 2% BELOW TO 4% ABOVE OPTIMUM / p
MOISTURE CONTENT. THE LIME USED TO STABILIZE THE SOIL SHALL � � I �
MEET THE REQUIREMENTS OF fXDOT ITEM 264, LtfilE~AND LIME
4s
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SLURRY , I� < / ■ ur
TL 303.13 7P s4j _ O Q
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4. IN AREAS ADJACENT TO THE BUILDING THE FINAL GRADE SHOULD
y r - ■.
0- A FROM
HAVE A MINIMUM FALL OF 6 IN IN THE FIRST 1 FT AWAY m - ���°�`�� ,Q' � u. ./� • ' .ter - � � w w
n
THE BUILDING EXCEPT IN AREAS WHERE SIDEWALKS ARE LOCATED. [% n 4 ■� W O
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PROPERTY BOUNDARY LINE ' Sas 3os. 305. 305. / s Z O
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254.90 TC - __� r 307 307.4
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TP T Wr�rva�a {er ?a i7rr� sro��a, .ray as �-��tnx,zs x o 00
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-�, _ ` 310.0 30$.85 307 20 7P 310. 309 85 I (� O ((i
FL - FLOWLINE \OF PIPE OR CHANNEL \ I ` l c E > � X '
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f i I 3 3.759L 3.7 X -� _
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THE LOCATION OF THE 000 S FOR THE BUILDINGS ARE NOT KNOWN \ ' _ 30905 309.90 X09.90 309.76�i 309.75-130.90-13oe.eo 309.75 I - V
AT THIS TIME. THE SIDEWALK�LL BE CONSTRUCTED OR MODIFIED ' "- cu O
I N G 4 307.35 TP 00-p I / r
SO THAT THE SIDEWALK IS IN COMi'61ANCE WITH ADA STANDARDS IN £ BUILD' BUILDING
TYPICAL SIDEWALK DETAIL FOR DOORWAY o $ (�
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4
nmi. DETAIL FOR DOORWAY 5 �' 308 6 t ' 9+
THESE LOCATIONS. A TYPICAL DETAIL' S�SHOWN ON ,,EACH BUILDING. - 3O7.o BUILDING 4 r} BUILDING 3 ,, w
I 303 a TP , / 1 ss ,Z `u 1
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fly `"� -1�•-_ _____ ._.,_-,., -' �'-°�`�"��� � _ 3 � `"�` -�:.}��„��r ■ �
303 E - FL -304.5 = -- - - E-- FL=307.0 a ■ Q
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PROPOSED CULVERT ' 303.65 M.551/_. ._ ..__.�..__ __._"... ....-
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y /
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10:0' ELECTRICAL .....................•...
EASEMENT ♦ JOSEPH P. SCHULTZ
PART #2 1935/279 ♦ 65889
60.0 ELECTRICAL
30.0 ACCESS EASEMENT
EASEMENT (208/461) AL /
20.0' P.U.E. (30 TYPICAL)
I I'
THE S APPEARING ON THIS
e= DOCUMENT WAS AUTHORIZE BY
JOSEPH P. SCHULTZ, P. .
#65889 ON JULY 2, 2008.
- .---
1 co0
O I
1 cn
30.0 ACCESS = 0
T V i o �7
I I BLOCK 1 1 EASEMENT PROPOSED CULVERT � �
18 HOPE PIPE
3
1 N > ,. A
60 f w/6:1 CONCRETE SET 4 p _
LOT 1 t/ I Q m �- >-
' 1
6.842 AC.
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PHASE 2 i W u
30.0 ACCESS EASEMENT O
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3-2 GRAY PVC t SCALE IN FEE - I-
1 15 UTILITY 4 MIN BURY
CONDUIT a
, EASEMENT I -
4 MIN BURY 1 D: O
U Z F-
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1 - L lil Q Z
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i
„ -4" GRAY PVC 2-4" GRAY PVC n ir x
4 GRAY PVC G 2-4 GRAY PVC " 2 4 GRAY PVC I I T KNOWN. THE o O
I I I ( F 4 GRAY PVC . CONDUIT CONDUIT 1. THE EXACT LOCATI N OF THE EXI�ITING UTILITIES. SHOWN IS NO _
CONDUIT CONDUIT _ " CONDUIT i V) LL-
PVC
tL
FOR VERIZON CONDUIT 1 4 x36 PVC SLEEVE FOR VERIZON CONTRACTOR SHALL BE SPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING
1 FOR VERIZON FOR SEWER SERVICE 4; I UNDERGROUND UTILITIE .1 NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE - p p
2-4" GRAY PVC r �--I OF CONSTRUCTION IS E UIRED.
II LJ �
I 1-4"x36' PVC SLEEVE (3 MIN BURY) I
I I I CONDUIT FOR SEWER SERVICE 1 6 BUILDING 1 0 DIG TESS: (800 44-83 17 U) �
BUILDING 4 BUILDING 3 BUILDING 2 V I _ cn cn
(3 MIN BURY)� ATMOS ENERGY. 00) 544 6 05
i ( 11,700 SF 11,700 SrF 1 11,700 SF 11,700 SF I f o oo): 3414-8377 - -
I FFE=310.00 FFE=310.00 FFE-312.10 FFE 312.50 go -I suDDEN uNK c UNICATIiONS: (979) 846-2226
-s--�-3
VERIZON: (800) 4-837 I o0 00
6' SIDEWALK SIDEWALK ROOF 6' SIDEWALK SIDEWALK ROOF 1 6' SIDEWALK OF SIDEWALK SIDEWALK ROOF I O /" o 0
DRAIN DRAIN DRAIN DRAIN O 1 1
SIDEWALK ROOF SIDEWALK ROOF FL=307. SIDEWALK ROOF FL=309. SIDEWALK ROOF FL=310.
I I I I FL=305. 2. ALL CONSTRUCTION ALL ,BE IN ACCORDANCE WITH THE 2008 CITY OF BRYAN/COLLEGE w d' 04
DRAIN DRAIN DRAIN DRAIN I STATION STANDARD SPECIFICATION AND DETAILS FOR WATER AND SEWER, AND THE CITY OF I- o o
4 -e- a e- '�' '�' COLLEGE STATION STANDARD SPECIFIC TIONS AND DETAILS FOR STREETS AND DRAINAGE. ALL p I
Mro-
x
OFFICE.
I. ENGINEER S
- =ter - I ATED W TH
�- UCTION SHALL C00
I I -
I - t
I I
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3
20.0 P.U.E.
i
i 3 1 3 3. THE CONSTRUCTION ALL ''CO IvrENTS.WITH OSHA STANDARD 29 CFR PART 1926 SUBPART O
66 r 6. �. �. �. I P FOR TRENCH SAFETYR:-.QUIREz o
i ., -' 4" PVC SLEEVE FOR i I 4. PRNATE WATERLINE I PRIVAj E SANITARY SEWER LINE CONSTRUCTION SHALL BE IN
4 PVC SLEEVE FOR 4"x36' PVC SLEEVE 1 4 x36 PVC SLEEVE
WATER SERVICE I FOR IRRIGATION I FOR IRRIGATION i I 25.0' BUILDI G CODE.
I WATER SERVICE �I ACCORDANCE WITH THE UMBIN
' 20.0 P.U.E. 2.5' MIN BURY) (2.5' MIN BURY) (2.5. MIN BURY) SETBACK LINE N
( (2:5 MIN BURY)
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F-
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15 HDPE PIPE
f-: 4 PVC 1 4 PVC 4 PVC
OSED 60 ft w/ 6.1 SET 16 0' P U E 60 ft w/ 6:1 SET ROOF DRAIN PROPOSE LEG N o
PROP ROOF DRAIN PROPOSED ROOF DRAW
2" WATERLINE FL=307. 4" PVC 1 2'� WATERLINE FL=309. PIPE PIPE 2" WATER INE
FL 304. PIPE ROOF DRAIN PIPE FL -309.
18" PIPE
Imperial Loo
70' R.O.W.
30" PROPOSED CULVERTS
PIPE 15" HDPE PIPE
60 ft w/ 6:1 CONC ETE SET FH
FH
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8-M 8-M 8-M 8 I
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116.0' P.U.E. I I I 60 x40 ACCESS I
60'x40' ACCESS EASEMENT (CENTERED)
I I I (CENTERED) ) I I I ( ( 25.0 BUILDI G
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10.0' ELECTRICAL �rii�/I�j. Z•- g
EASEMENT THE SEAL APPEARING ON IS :
PART #2 1935/279 DOCUMENT WAS AUTHORIZED 'BY
T JOSEPH P. SCHULTZ, P.
60.0E
ELECTRICAL
#65889 ON JULY 2, 2008.
EASEMENT (208/461) I 40 20 0 40 LD
20, �� 30.0' ACCESS EASEMENT I 00
R29.7
o (30' TYPICAL) 422,3' 34 - 20.0 o SCALE IN -FEET � 0 A
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