HomeMy WebLinkAboutDrawingsMAG. NAIL_j,
IN ASPHALT
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3
RELOCATE EXISTING
DOWNGUYS —
COORDINATE THIS WORK
WITH CSU ELECTRIC
MODIFY 6' SIDEWALK
ALIGNMENT AROUND
EXISTING POWERPOLE —
MIN. _RAIDU�S=10'
1
1/2" I.R. FOUND BEARS:
N 52°12'04" E 32.82'
1
I Iz0
' 0 30 SO a, �%
CALLAWAY SUBDIVISION ; PHASE THREE \ I
LOT 1, BLOCK ONELL
SCALE: 1" = 30' I (� o
L—
J / o
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RELOCATE EXISTING / Z
DOWNGUY — COORDINATEMODIFY 6' SIDEWALK I
THIS WORK WITH CSU 6' SIDWALK LOCATED 3' ALIGNMENT AROUND a
ELECTRIC OFF B.O.C. —SEE 6/CS EXISTING POWERPOLE — PROPOSED FIBER OPTIC i Z
1/2" I.R. DETAIL SW1-02 MIN. RAIDUS=10' 10' PU.E MARKER
S 59"54'45" W 497.81'X" MARKED IN (�
NEW R.O.W. LINE CONCRETE
OLD R.O.W. LINE
.'rF :-.
__ WALK
—
HE—
HOLLEM AN DRIVE EAST 1
MODIFY 6' SIDEWALK (73' RIGHT—OF—WAY)
ALIGNMENT AROUND
MODIFY 6' SIDEWALK \
�� � ALIGNMENT AROUND
� EXISTING POWERPOLE — EXISTING POWERPOLE
SAW—CUT/REMOVED & REPLACE -- MIN. RAIDUS=10'
EXISTING SIDEWALK & CURB _ ��\ 1 MIN. RAIDUS=10'
(AS REQUIRED) TO CONSTRUCT — -- — — , . \
SIDWALK AMBULATORY RAMPS OLD RO. WLINE ` — — — — — — — -
- SEE B/CS DETAIL SW3-00
!
SYMBOL & LINE LEGEND
0
POWER POLE
}
LIGHT POLE
POST OFFICE BOX 9253
GUY WIRE ANCHOR
TW
GAS PIPELINE RISER
1 gwv
WATER VALVE
®WM
WATER METER
IDcv
DOUBLE CHECK VALVE
0 E
ELECTRIC VALVE
4)By
BALL VALVE
MEM
ELECTRICAL TRANSFORMER
®GM
GAS METER
OMH
MANHOLE
OC -0.
CLEANOUT
AFH
FIRE HYDRANT
®TP
TELEPHONE PEDESTAL
MR Al
AREA INLET
Mm
JUNCTION BOX
— — —
BUILDING SETBACK LINE
-------
PROPERTY LINE
--------
EASEMENT LINE
P.U.E.
PUBLIC UTILITY EASEMENT
I � ,
HOLLEMAN ARMS APARTMENTS
LOT 1 & 2
f
S'1FO1pi >
rWIRNI,NGIC�O
ALL BEFORE YOU DIG l l
TEXAS ONE CALL SYSTEM
t
1-800-245-4545
AT LEAST 72 HOURS PRIOR TO DIGGING) /
E CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIESRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGESG UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY.
PLAN NOTES:
l
1. REFER TO B/CS DETAIL SHEET SW FOR
STANDARD SIDEWALK DETAILS. /
GENERAL CONSTRUCTION NOTES:
1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND
OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS.
2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES
AS SHOWN ON THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE
POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR
COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED
LINES, AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL
NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL ALSO
NOTIFY THE ENGINEER IF DESIGN CHANGES NEED TO BE MADE IN THE FIELD.
CONTACT INFORMATION:
TEXAS ONE CALL: 800-245-4545
LONE STAR ONE CALL: (800) 669-8344
TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344-8377
CoCS: ELECTRICAL DIVISION — (979) 764-3660
COCS: WATER & SEWER DIVISION — (979) 764-3435
BRYAN TEXAS UTILITIES (BTU): ELECTRICAL DIVISION — (979) 821-5865
VERIZON: BRENDA VAJDOK — (979) 821-4770
ATMOS ENERGY: KIMBERLY WINN — (979) 774-2506
EXXON—MOBILE: MICHAEL HLUZA — (281) 591-3720
SEMINOLE PIPELINE: JIM ROLAND — (979) 421-0460
CITGO GAS: DOUG CLINE — (713) 416-1289
ENERGY TRANSFER PIPELINE: BENNY LOYD — (979) 820-5751
SUDDENLINK: MIKE LAVENDER — (979) 846-2229
3. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES
THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERVICE LINES
ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH
THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL BE AT THE
CONTRACTOR'S OWN EXPENSE.
5. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN ORDERLY AND
ACCEPTABLE MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE PROJECT
AREA ALL SURPLUS AND DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND SHALL
LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL CLEAN UP WILL BE DONE TO THE SATISFACTION
OF THE ENGINEER.
6. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS
CONCERNING EXCAVATION.
GENERAL CONSTRUCTION NOTES (cont'd)
7. A COPY OF THE APPROVED CONSTRUCTION DRAWINGS MUST BE KEPT ON SITE AT ALL TIMES THROUGH OUT THE
ENTIRE DURATION OF CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS,
RECORDING AS—BUILT CONDITIONS DURING CONSTRUCTION. THESE REDLINE MARKED UP DRAWINGS WILL BE SUBMITTED
TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEET IN
THE SET AS "RECORD DRAWINGS", AND RETURNING SAME TO THE CITY ENGINEER.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND EQUIPMENT
STORED ON THE JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE
AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER WORKING HOURS, UNTIL PROJECT COMPLETION.
9. CONTRACTOR SHALL SAW CUT REMOVE AND REPLACE CONCRETE PAVEMENT, CURB AND GUTTER AS REQUIRED TO
CONSTRUCT PROPOSED IMPROVEMENT(S).
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND
INSPECTION APPROVALS FOR ALL WORK SHOWN.
11. ANY ADJACENT PROPERTY AND RIGHT—OF—WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR
EXISTING CONDITIONS OR BETTER.
12. ALL WORK WITHIN THE COUNTY OR .CITY RIGHT—OF—WAY SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE
STANDARDS AND SPECIFICATIONS AS TO THE INSTALLATION AND EROSION CONTROL PROTECTION.
13. ALL EXPOSED DIRT SURFACES SHALL BE SEEDED/HYDROMULCHED. YARDS WITH SODD SHALL BE RESODDED TO
THE SAME CONDITIONS OR BETTER.
14. PROPOSED SIGNS, OR THOSE WHICH REQUIRE RELOCATION, SHALL BE DONE IN ACCORDANCE TO THE FOLLOWING
STANDARDS: SMD (GEN) -02 & SMD '(SLIP -1)-02 THRU SMD (SLIP -3)-02.
15. THE TEXAS UNIVERSAL TRIANGULAR SLIP BASE SIGN SUPPORTS WILL BE REQUIRED FOR ALL SIGNAGE WITHIN
RIGHT—OF—WAY.
16. THE CONTRACTOR SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET. THE PAVEMENT
SHALL BE CLEANED DAILY.
17. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR
STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER.
18. THE CONTRACTOR SHALL COORDINATE ALL FENCE REMOVAL AND REPLACEMENT WITH THE DEVELOPER.
1.9. THE CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT—.OF—WAY IN ACCORDANCE WITH THE
STANDARDS OF THE APPLICABLE REGULATORY AGENCY.
20. THE CONTRACTOR. SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION.
DIMENSIONAL CONTROL NOTES:
1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION PURPOSES. THE
ELECTRONIC FILE AND INFORMATION GENERATED, BY RME CONSULTING ENGINEERS (RME), FOR THIS PROJECT IS
CONSIDERED BY RME TO BE CONFIDENTIAL. WHEN ISSUED, IT'S USE IS INTEND SOLELY FOR THE INDIVIDUAL OR ENTITY
TO WHICH IT IS ADDRESSED. THIS MATERIAL IS INTENDED FOR USE BY THE RECIPIENT NAMED, ONLY, AND PERMISSION
IS NOT GRANTED TO THE RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM OR FASHION. THE
RECIPIENT UNDERSTANDS THAT THIS DATA IS AUTHORIZED "AS IS" WITHOUT ANY WARRANTY AS TO ITS PERFORMANCE,
ACCURACY, FREEDOM FROM ERROR, OR AS TO ANY RESULTS GENERATED THROUGH ITS USE. THE RECIPIENT ALSO
UNDERSTANDS AND AGREES THAT RME, UPON RELEASE OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR THEIR USE
OR MODIFICATION. THE USER AND RECIPIENT OF THE ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY
FOR ANY CONSEQUENCES. ARISING OUT OF THEIR USE.
2. ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH THESE PLANS FOR LOCATING ALL IMPROVEMENTS
AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR FOR WORKABILITY PRIOR TO CONSTRUCTION OF IMPROVEMENTS.
3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB OR EDGE OF PAVEMENT, WHICHEVER IS
APPLICABLE.
4. THE BOUNDARY11,SURVEY WAS PROVIDED & PERFORMED BY KERR SURVEYING, CO (COLLEGE STATION, TX).
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7607 EASTMARK DR., STE. 250F <77840>
POST OFFICE BOX 9253
COLLEGE STATION, TEXAS 77842
EMAIL: civil@rmengineer.com
OFFICE - (979) 764-0704
FAX - (979) 764-0704
TEXAS FIRM REGISTRATION No. F-4695
SURVEYOR
KERR SURVEYING, LLC
505 CHURCH STREET
COLLEGE STATION, TX 77841
OFF: (979) 268-3195
FAX: (979) 691-8904
9/10/09
RELOCATE RIP -RAP AT NEW
DISCHARGE POINT & ADDITIONAL DEMO.
ARK
DATE
DESCRIPTION
Shmum BSTANTIALLY
COMPLETE
ISSUE® FOR
,
CONSTRUCTION!,:
1219/10
CONSTRUCTION DRAWINGS
ISSUED PRIOR TO THIS
DATE ARE REPLACED BY
THIS SET & SHOULD NOT
BE USED FOR
CONSTRUCT[
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CLIENT INFORMATION
AMERICAN CAMPUS COMMUNITIES (OP), LP
c/o CHUCK CARROLL
805 LAS CIMAS PARKWAY, SUITE 400
AUSTIN, TX 78746
CCARROLL@AMERICANCAMPUS.COM
PH: (512) 732-1000
FX: (512) 732-2450
FILENAME: 0398SPlA SCALE: 1"=3o'
SUBMITTED DATE: NOVEMBER 24, 2010
DRAWN BY: R.A.M.
CHECKED BY: R.A.M.
FIELD BOOK: N 'A PAGES: N/A
RME CONSULTING ENGINEERS
CLIENT NO. PROJECT NO.
178 VQ0398
w 001
SHEET 1 OF 1
D-AU4
H70
a��
CROSS SLOPE
2Y MIN.
CROSS SLOPE W
CROSS SLOPE SIDEWALK
21 to 4Z 2X iMAX..IY. MN. _j
PAVEMENT CURB \
t \in to , a
8' T YP. Cc
a
NOTE:
THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE
REQUIREMENTS - BERMS MAY BE REQUIRED
OUTSIDE OF THE SIDEWALK.
�pro
� Pei
-PER TAS
STANDARDS
NOTES=
1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UMFIED DESIGN GUIDELINES.
2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1'• DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS
O 40' O.C..CONTRACTION JOINTS O 4' O.C,
3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.)
WITH 13 x 12" BARS Q 12" O.C. OR ■4 x 12" BARS Q 18" O.C.
4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98Z OF MAXIMUM DRY DENSITY AS
DETERMINED BY PROCTOR COMPACTION TEST ASTM 0698 (STANDARD)AND SHALL BE 0-4i WET OF THE OPTIMUM MOISTURE CONTENT
S. AA MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFIED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK.
SEAL WITH EXPANSION
JOINT MATERIAL SMOOTH DOWEL BAR
1/4" R-\ {�-
I 3/4tC0ATE0 W/HEAVY CREASE)
MIN.
5'-0"VARIES-_1
- 2'/. MAX.
RECYCLED MATERIAL. 1/2" SEE NOTE 4
THICK A5 MANUFACTURED3" LONG METAL OR PLASTIC CAP. INSIDE
BY J.O. RUSSELL CO. OR DIAMETER TO BE 1/16- GREATER- THAN
APPROVED EQUAL DIAMETER OF DOWEL BAR. CAP MUST •3 BARS Q 12" O.C.E.W. OR 28 -DAY CONCRETE
BE LONG ENOUGH TO COVER 2"OF •4 BARS Q 18" O.C.E.W. STRENGTH = 3000 psi
DOWEL AND HAVE STOP SO END OF (4" THICK MIN.)
CAP IS t" FROM END OF SAI. SEE FINISH NOTE
SIDEWALK EXPANSION ALONG LOCAL STREETS
& CONSTRUCTION JOINT
SIDEWALK SLOPE RE+QUIRJEMENTS
SIAT1-00 SAWED OR FORMED.
1/8•' TO 3/16" SEAL WITH EXPANSION
JOINT MATERIAL. MIN.
3/8" R
4'•x4"x3/16" STRUCTURAL. STEEL TUBING
O.C. MAXIMUM 61 O.C. MAXIM - O.C.
4..
SIDEWALK CONTRACTION JOINT
SWEEP SAND
O.C. MIN $" INTO JV L JOINTS
3 �� 5 4'•x2"x3/16" STRUCTURAL STEEL TUBING MAX 24" CONC. SIDEWALK
STEL TUBING T T 1"xl"x3116" STRUCTURAL STEEL TMG 3-1/2"
SEE CONNECTION DETAIL.
4
6"
TYPICAL PEDESTRIAN :. ' '�_- BOLT
X !4 '
GUARDRAIL CON'VTCTIONDFTAIL 6..
SWl-01 I
I" MAX. SAND LAYING COURSE
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 REOURED. 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 CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH iS
ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR.
ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAW.
TRAFFICTRATED
PAVER MATERIAL
SIDEWALK PAVER SECTION
CONCRETE SIDEWALK
3'-0'• MIN.
r� 6 -0VARIES---
2Z
ARIES�22 MAX. 1
SEE NOTE 4
-3 BARS O 12" O.C.E.W. OR 28 -DAY CONCRETE
-4 BARS O 18- O.C.E.W. STRENGTH - 3000 psi
(4" THICK MIN.)
SEE FINISH NOTE
ALONG MINOR COLLECTORS
AND LARGER
p�� p�E T
TRAFFEICTRAiEpp 8'-0"- VARIES�
PAVER MATERIAL
2% MAX.,..
SEE NOTE 4
SEE NOTE 3
28 -DAY CONCRETE
•3 BARS O 12" O.C.E.W. OR STRENGTH - 3000 _psi
•4 BARS O 18" O.C.E.W. (4" THICK MW.)
SEE FINISH NOTE
ALONG MINOR COLLECTORS
AND LARGER
r2i rr err
f`_i rl�
DETECTABLE WARNINGS
C
Q c
yLanding
PEDESTRIAN FACILITIES
1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THA
** VARIES r s*
10 1
om
YARR 5 a r 4
Non" 3Nxew VARIES NEENAH GRATE BOLTED
a' -'
orning surface
ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL
SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES.
SpCIN PLACE OR APPROVED
EOUAL
y t GREEN SPACE y
°• '>°�f°" L
INCLUDING SINE FLARES. FURNISH DARK BROWN OR DARK RED
°' _ ° -
8' SIDEWALK n ' .b�",^.• Le
DIRECTED.
1�IIA
6, SIDEWALK °.s £^�
4" Mox
2. LANDINGS SMALL 13E A 5'X
'MINIMUM WITH A MAXIMUM 2Z SLOPE IN ANY
♦j 1
and Usual l
b
NOT ALLOW WATER TO ACCUMULATE.
6 No.4 BARS
*.cS.. DETECTABLE
E
W
7
t I A11P*.
\ \ Yl:l dU-`
^ =,
DETECTABLE
SWURT ACE
(T -) VARIES
�1 •:: SURFACE
flare
MAX.
PROPERTY
iv
:�:a:oao.4.'o,aEl;
PROPERTY LINE L _
4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE
LINE
®
TRENCH GRATE MAY ONL
�J• \
4 Ma
and Usual
?`f \
5.CURS RAMPS WITH RETURNED
AND
\ ti
WOULD NOT NORMALLY WALK
SURFACE IS PLANTING OR OTHER
p of
DEPTH IN THE OF PEDESTRIAN TRAVEL, AND THE
FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE
FROM THEWI CITYENGINEER
WHERE THERE IS NO OTHER
�s
\\
PEDESTRIAN ACCESS ROUTE ENTERS THE STREET.
S�
CURB RAMP LOCATION. DESIGN. LIGHT RELECTIVE VALUE
STORM SEWER
AVAILABLE.SYSTEM
**23'tVCUR8 RADIUS) n A'°. • °
Y
21.5'(20' CURB RADIUS)
\/ \
EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A
STANDARDS (TAS) AND 16 TAC
16.5't25! CURB RADIUS)F,p
MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB.
A .
1
DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE
7. TO SERVE AS A PEDESTRIAN
REFUGE AREA, THE MEDIAN SHOULD BE A MINIMUM
CORNER RADIUS.
OF 5' WIDE. MEDIANS SHOULD
BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE
CROSS SLS NOT TO EXCEED \ >c
2x OR BE LESS THAN IZ ON ANY z
OVER OR THROUGH THEM.
\ Y
**23'(TO'CURB RADIUS) m
7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY. VITRIFIED
PORRIDN OF RAMP OR TRANSITION \ at �+
'�' �'
POLYMER COMPOSITE, PRECAST POLYMER CONCRETE.
2t.5't20'CURB RADIUS) _ \ c
RAOWS) vl
MARKINGS AND STOP BAR LOCATIONS SHALL BE
AND CONCRETE.
TO STREET
PLANS. AT INTERSECTIONS WHERE CROSSWALK
16.5•t25'CUB13
MARKINGS ARE NOT REQUIRED.
CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL
CROSSWALKS. OR AS DIRECTED
,
y
WITH TAS MAY REMAIN IN PLACE UNLESS
1< CROSS SLOPE NOT TO EXCEED
OTHERWISE SHOWN ON THE
(PLANS.
°.
10. HANDRAILS ARE NOT REOUIRED
2Z IML BE LESS THAN TZONANY °rte
°
ON ACCESSIBLE ROUTE CROSSES
°
A
STREET OR TRAN97ON
LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER
5'
BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED
8•
BY THE ENGINEER.
12. PROVIDE A SMOOTH TRANSITION
WHERE THE CURB RAMPS CONNECT TO TUE STREET.
ISome is ViCT'y
5/6' SIDENATALK AMBULATORY
8' SIDEWALK AMBULATORY
SIDEWALK DRAINAGE
TRENCH GRATE SW3-02
RAMP AT STREET INTERSECTION
RAMP AT STREET INTERSECTION
SW3_00
SW3-01
*CROSS SLOPE NOT TO EXCEED
*CROSS SLOPE NOT TO EXCEED
*CROSS SLOPE NOT TO EXCEED
2Y. OR BE LESS THAN 17 ON ANY
PORTIO OF RAMP OR TRANSITION
2Y. OR BE LESS THAN TZ ON ANY
PORTION OF RAMP OR TRANSITION
2% OR BE LESS THAN tY. ON ANY
PORTION OF RAMP OR TRANSITION
J
/
TO STREET
TO STREET
'th so
�J
PROPERTY
LIQ
PROPERTY
PROPERTY
/ /
DETECTABLE
WARNING
DETECTABLE
INE
l DETECTABLE
' SURFACE
N 8'SIDEWALK
_
J - SURFACE �N
J WARNING
-- -- SURFACE��
*
Z R i
6 -SIDEWALK AMP* �".
tc12�i saa''
OPE
Z AMP*
5' SIDEWALK '12� �.
LO1:12
.
AX
SLOPE M
jr
3• EXPANSION JT. &
3• EXPANSION JT. &
SMOOTH DOWEL BAR.
SMOOTH DOWEL BAR.
EXPANSION JT. &
1/2•• DIA. X 16". WITH
CAP Q 12" O.C.
1/2" DIA.. X 16". WITH
CAP Q 12" O.C.
BACK SMOOTH DOWEL BAR,
OF CURB V2" DIA X 16", WITH
BACK (COATED W/NAVY
OF CURB 6' GREASE)
BACK (COATED W/HEAVY
OF CURB 6'� GREASE)
CAP O 12" O,C.
5 MIN. (COATED W/HEAVY
GREASE)
8' SIDEWALK AMBULATORY RAMP
6' SIDEWALK AMBULATORY RAMP
5' SIDEWALK AMBULATORY RAMP
AT STREET INTERSECTION & DRIVES
AT STREET INTERSECTION & DRIVES
AT STREET INTERSECTION & DRIVES
SW3-03
S A73-04
SW3-05
U)Wi:
01
LANDING
-T aI-c
`otr:dgaia:iiFir :
:A:Q:�0:8:pF'Aft:tkQ.O:
DETECTABLE
WARNING SURFACE
4" MAX.
AND USUAL
g• MIN, FACE OF
10•' MAX. CURB
TYPICAL PLACEMENT OF DETECTABLE WARNING
SURFACE ON LANDING AT STREET EDGE
SW2-00
6" min \- Face of
�.. max curb
TYPICAL PLACEMENT OF DETECTABLE
A,RNING SURFACE ON SLOPING RAMP RT
SW2-01
5'x 5'
c LANDING
v�n
in
ti
SIDXFL
t:1( T
Face of
(TYPICAL) 4'RAMP WIDTH (TYPICAL). curb
(TYPICAL)
TYPICAL AMBULATORY RAMP ZUl
FLARED WINGS
S
GENERAL NOTES FOR
DETECTABLE WARNINGS
C
Q c
yLanding
PEDESTRIAN FACILITIES
1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THA
UNIT BASKET
om
CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION
a' -'
orning surface
ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL
SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES.
STILL DRAW PROPERLY SHOULD
un parallel to
INCLUDING SINE FLARES. FURNISH DARK BROWN OR DARK RED
OF APPROACH SIDEWALKS'
DIRECTED.
avel)
�7tTypicol)
WARNING PAVER UNITS USING A POWER SAW.
4" Mox
2. LANDINGS SMALL 13E A 5'X
'MINIMUM WITH A MAXIMUM 2Z SLOPE IN ANY
2.OETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND
and Usual l
NOT ALLOW WATER TO ACCUMULATE.
0000 r
O;
3. MANEUVERING SPACE AT TH
c e
•E
on:o:a:o;oa.o:ide
flare
WITHIN THE CROSSWALK AND WHOLLY OUTSIDE
iv
:�:a:oao.4.'o,aEl;
rRAVEL PATH.
6" min \- Face of
�.. max curb
TYPICAL PLACEMENT OF DETECTABLE
A,RNING SURFACE ON SLOPING RAMP RT
SW2-01
5'x 5'
c LANDING
v�n
in
ti
SIDXFL
t:1( T
Face of
(TYPICAL) 4'RAMP WIDTH (TYPICAL). curb
(TYPICAL)
TYPICAL AMBULATORY RAMP ZUl
FLARED WINGS
S
GENERAL NOTES FOR
DETECTABLE WARNINGS
WARNING PAVER UNITS MEETING ALL
OF ASTM C-936. C-33. LAY IN A TWO BY TWO
__T
2WELAY
PEDESTRIAN FACILITIES
1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THA
UNIT BASKET
GENERAL NOTES
CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION
4.29 OF THE TEXAS ACCESSIBILITY STANDARDS (TAS). THE
1. ALL SLOPES ARE MAXIMUM
ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL
SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES.
STILL DRAW PROPERLY SHOULD
BE USED. ADJUST CURB RAMP LENGTH OR GRADE
INCLUDING SINE FLARES. FURNISH DARK BROWN OR DARK RED
OF APPROACH SIDEWALKS'
DIRECTED.
DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED
WARNING PAVER UNITS USING A POWER SAW.
CONCRETE. UNLESS SPECIFIED ELSEWHERE IN THE PLANS.
2. LANDINGS SMALL 13E A 5'X
'MINIMUM WITH A MAXIMUM 2Z SLOPE IN ANY
2.OETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND
DIRECTION.
NOT ALLOW WATER TO ACCUMULATE.
0000 r
3. MANEUVERING SPACE AT TH
:BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF
3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN
4'X 4• WHOLLY CONTAINED
WITHIN THE CROSSWALK AND WHOLLY OUTSIDE
TRAVEL WHEN ENTERING THE STREET.
THE PARALLEL VEHICULAR
rRAVEL PATH.
4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE
4. MAXIMUM ALLOWABLE CROS
SLOPE ON SIDEWALK AND CURB RAMP IS 2X.
APPROXIMATE LOCATION FOR THE DETECAB.E WARMNG
DETECTABLE WAK��'INGP4VER
4 Ma
and Usual
SURFACE FOR EACH CURB RAMP TYPE.
5.CURS RAMPS WITH RETURNED
CURBS MAY BE USED ONLY WHERE PEDESTRIANS
WARNING
S. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN
OF
WOULD NOT NORMALLY WALK
SURFACE IS PLANTING OR OTHER
ACROSS THE RAMP.EITHER BECAUSE THE ADJACENT
NON -WALKING SURFACE OR BECAUSE THE SIDE
DEPTH IN THE OF PEDESTRIAN TRAVEL, AND THE
FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE
APPROACH 5 SUBSTANTIALLY
OBSTRUCTED. OTHERWISE, PROVIDE FLARED SINES.
PEDESTRIAN ACCESS ROUTE ENTERS THE STREET.
6. ADDITIONAL INFORMATION ON',
CURB RAMP LOCATION. DESIGN. LIGHT RELECTIVE VALUE
6. DETECTABLE WARNING SURFACES SMALL BE LOCATED SO THAT THEAND
TEXTURE MAY BE FOUND
IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY
EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A
STANDARDS (TAS) AND 16 TAC
668.102.
MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB.
1
DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE
7. TO SERVE AS A PEDESTRIAN
REFUGE AREA, THE MEDIAN SHOULD BE A MINIMUM
CORNER RADIUS.
OF 5' WIDE. MEDIANS SHOULD
BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE
OVER OR THROUGH THEM.
7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY. VITRIFIED
POLYMER COMPOSITE, PRECAST POLYMER CONCRETE.
S. CROSSWALK DIMENSIONS. CROSSWALK
MARKINGS AND STOP BAR LOCATIONS SHALL BE
AND CONCRETE.
AS SHOWN ELSEWHERE IN THE
PLANS. AT INTERSECTIONS WHERE CROSSWALK
MARKINGS ARE NOT REQUIRED.
CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL
CROSSWALKS. OR AS DIRECTED
BY THE ENGINEER.
9. EXISTING FEATURES THAT COMPLY
WITH TAS MAY REMAIN IN PLACE UNLESS
OTHERWISE SHOWN ON THE
(PLANS.
10. HANDRAILS ARE NOT REOUIRED
ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER
ON ACCESSIBLE ROUTE CROSSES
tPENETRATES)A CURB.
It SEPARATE CURB RAMP AND
LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER
ELEMENTS WITH PREMOLD OR
BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED
BY THE ENGINEER.
12. PROVIDE A SMOOTH TRANSITION
WHERE THE CURB RAMPS CONNECT TO TUE STREET.
13. FLARE SLOPE SHALL NOT EXCEED 1OZ MEASURED ALONG CURB LINE.
GENERAL! NOTES (PAVERS)
In
Z:
C)
cn
w
r 2-
r`�'-'�
FINRNISH',DETECTABLE
REOUIREMENTS
WARNING PAVER UNITS MEETING ALL
OF ASTM C-936. C-33. LAY IN A TWO BY TWO
__T
2WELAY
UNIT BASKET
WEAVE PATTERN OR AS DIRECTED.
C
FULL-SIZE
CONSISTING
UNITS FIRST FOLLOWED BY CLOSURE UNITS
OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT
rcDETECTABLE
WARNING PAVER UNITS USING A POWER SAW.
4El0 0 0 0-
O a U IL"ding
0000 r
ao�
Detectable t*'N o g
ver with truncated
NO.3 REBAR AROUND PAVER INSET
DETECTABLE WAK��'INGP4VER
4 Ma
and Usual
dome surface
ASPRE�Ot1aRED NT
DETECTABLE WARNING PAVER WITH
TRUNCATED DOME SURFACE
i
V/'&
1" MORTAR BED -SHALL CONFORM TO
C e A
iy .E
A
(Typical)e
SIDE FLARE
(TYP)
APPLICABLE SPECIFICATIONS
CONTROL JOINT PERMISSIBLE
�
�4
\-Face of
curb
TRUNCATEO DO.AlE A7fiFRN
CURB RA IP
DETECTABLE WARNING PAVER
W2-02
MIN. 4" �-��•y
No.3 REBAR AT W
18" (MAX,) ON -CENTER
BOTH WAYS PCONERCTISONFOtM
TO APLIABLSPECIFIAON^ ^
SECHONA A con
SVV2-03
e
V
E_
w
V
u
CITY OF BRYAN
775c Good Life, Te as Sij lc: .
DRAWN BY: C.L.M.
DATE- 01-01-09
SCALE: N T S
APPROVED W. P. K.
FIGURE =
a w
SHEET 1 OF 1
CERTIFICATE OF OWNERSHIP AND DEDICATION CERTIFICATE OF THE COUNTY CLERK
STATE OF TEXAS l'z3c
zP°s
STATE OF TEXAS t t l 101 11732 OR
COUNTY OF BRAZOS
0 60 120
j
5/8" I.R. /
mi
LOT 1 - BLOCK ONE
COUNTY OF BRAZOS 1✓ 101 LUTHER STREET
�,%� 1 f COLLEGE STATION, TX
I 1,�i�S.��_! mak___ Courrt Clerk in and for said count
I AMERICAN CAMPUS' COMMUNITIES OPERATING PARTNERSHIP, LP, owner and developer of --- �------- . Y Y,
the land shown on this plat, and designated herein as the LOT 1, BLOCK ONE _ do hereby certify that this plat t gether with, its certificates of duthentication was filed SCALE: V = 60' "X" IN
CALLAWAY SUBDIVISION, PHASE THREE Subdivision to the .City of College Station, Texas,for record in my office the
. -*-&U___ day of �_ _ __ _ _ 20�Q._, in � CONCRETE
and whose name(s) is/are subscribed hereto, hereby dedicate to the use of the public the Deed Recprds of Brazos County, Texas, in Volume, Page
—
forever all streets, .alleys, parks, infrastructure, easements, and public places thereon ��X�� IN CONCRETE CoCS
WITNESS my hand and official Seal, at my office in Bryan, Texas �rZ9
shown for the purpose and consideration therein expressed. GPS MON. #220 BEARS:
AMERICAN CAMPUS COMMUNITIES OPERATING PARTNERSHIP, LP, '-- N 56" 03' 00" E -- 4,140.80'
Coun y Clerk \
BY: AMERICAN CAMPUS COMMUNITIES HOLDINGS LLC, ITS GENERAL PARTNER
BY: AMERICAN CAMPUS COMMUNITIES, INC., ITS SOLE MEMBER Brazos County, Texas e ��
--- '_ CERTIFICATE OF SURVEYOR`'
Owner - soM4,'M4 A. W1110111', 2vP/ CFO /
STATE OF TEXAS j �, \ �p��tP! </ \ �p��,w
STATE OF TEXAS COUNTY OF BRAZOS
COUNTY OF a Vl•s
I, .BRAD KERB Registered Professional Land Sur•ve,roi- No. 4502, in the State of Texas,
hereby certify that this plat is true and correct and was prepared from an actual
Before me, the undersigned authority, on this day personally appeared�o+ltR t7 i�c-� survey of the property and that property markers and monuments were placed under my
known to me to be the person(s) whose name(s) is/are subscribed to the foregoing supervision on the ground.
instrument, and acknowledged to me that he/they executed the some for the purpose /
and consideration therein stated.
Given under m hand and seal on this \
y __1Y�`_ day of 10 P.U.E.
Ta-`' U4 rye--------- 20-ZO— - OF
amem e.°
: srERF
'�, se oa6eeaee•eaem•e eeeaees -
F " DEBORAH ELLIOTT Q+Qm`e BRAD, KERReeeeed N` T
RAD KERR, LS No. 4,.02 m ` I 1.
_ �, VICIN
MY COMMISSION EXPIRES (�'
w-4 4502 Q;
--- ---- ------------- -- P <�=mppFE S�O�
Notar Public. i- ✓i Count State of ARIL 11, 2011
Y �r,l. y, o SUR,�� o
R.
CERTIFICATE OF CITY ENGINEER
20 P.U.E.
.r N�- ,
Cc _
------------------- City Engineer of the City of College
Station, Texas, hereb certif that this -Subdivision Plot conforms to the re uire ens of - C c9
the Subdivision Regulations of the City of College Station..
"oF
City Enginee J(v j / ` 0G ,/ \
City of College Station `(�� ��O � '�i• �, _
9 � / \:
APPROVAL OF PLANNING AND ZONING COMMISSION n
1/2" I.R.
I'C'`--------- Chairman of the Planning and Zoning
Commission of the City of College Station, hereby certify that the attached plat was \
dul approved by the ,commission on the Q-_-- day of R=997.93
— ---- 20---- / �'` D=6'19'23" \
` A=97.06'
Chai man —�'m.. -- / CL=97.02'
/ CB=S 57 07' 34" W .
T T• ..� R-25.00,\ .
D=104'21'06"
-=----�------ ----- i , .
Secretary A=45.20
ftin. _ 9 .
1
CB=N 73' 51' 35" W
e
/ c`YY _ LOT 1 — BLOCK ONE
(16.673 ACRES) /
, r�riall
N
.T.s
R=984,93'
D 9'11'24"
A=157.98'
CL=157.81'
CB=S 55. 19' 03" W
1/2" I.R.
FOUND BEARS:
N 52'12'04' E
32.82'
d
i
MAG. NAIL IN
ASPHALT
% /
t '
``V- `r�'3 'c R.O.W. DEDICATION
� ,��"�- � `G�'k�- •� `r (0.98 ACRES) � \
1`Til a��
Vk
tt�
1/2" I.R.
PRS
`/ j L .`�• ^tom < i :. J/ i"
-'�/ .gp SURVEYED BY: KERR SURVEYING LLC
KS
505 CHURCH STREET, P.O. BOX 269
COLLEGE STATION, TEXAS 77841
Is,PHONE ( 979) — 2683195
* I
MAL PLAT
�9
.l [
AC — VARIABLE / / O �P`�� / OF
WIDTH P.U.E.
�\ s (ORDINANCE No. 2806)C'ALLAWAY
cS 6G\Al
SUBDIVISIONO
`PRG�pS j
PHASE THREE
LOT 1, BLOCK ONE
\ ,-� FINAL PLAT NOTES: 1LOT=16.673 ACRES & R.O.W. DEDICATION=0.980 ACRES
NOW OR FORMERLY �;
ACC OP (CALLWAY VILLAS), L.P. //. ' ;
(VOLUME 6869, PAGE 99) \ a ! / J 1. (O,"D.R.B.C.T.) DENOTES OFFICIAL/DEED RECORDS OF BRAZOS C UN TY, TEXAS. TOTAL = 17.653 ACRES
25 P.U.E.
� �' � CRAWFORD BURNETT LEAGUE, A-7
(686999) 2: THIS TRACT DOES NOT LIE WITHIN THE FLOOD PLAIN AS GRAPHICALLY DEPICTED ON COLLEGE STATION, BRAZOS COUNTY, TEXAS
CALLAWAY SUBDIVISION, PHASE TWO i F. E. M. A. FIRM COMMUNITY PANEL NO. 48041C 0144C & 48 1C 0182C BOTH WITH AN
�^EFFECTIVE DATE OF JULY 2, 1992. SURVEYED: JUNE 1, 2010
i
LOT 1, BLOCK ONE � .'.. $�
(VOLUME 6869, PAGE 99) Z;$ ' CI CLIENT & PROPERTY OWNER INFORMATION
3. BASIS OF BEARING: BEARING SYSTEM SHOWN HEREON IS 3ASED ON GR',ID NORTH AS AMERICAN CAMPUS COMMUNITIES
ESTABLISHED FROM GPS OBSERVATION. OPERATING
\\ -''•/' PARTNERSHIP LP
4. ALL PROPERTY CORNERS ARE MONUMENTED BY 1 /" IRON RO UNLESS OTHERWISE NOTED. 12/7 CHUCK COUNTRY ,Q 0 BLVD., STE. T-2000
25' P.U.E<' � q
-:' '9 I ;
5. RIGHT-OF-WAY DEDICATION ALONG MARION PUGH DRIVE & H LEMAN DRI'vE CONSIST OFA -' _ =- AUSTIN, TX 78738
(686999) . (FOUND O
AT 5.54') �. CCARROLL®AMERICANCAMPUS.COM
TOTAL OF 0.980 ACRES. PH: (512) 732-1000
�JO F FX: (512) 732-2450
6. DIMENSIONS SHOWN INTERIOR TO THE LOT, ALONG CURVES, BEGINNING WITH A=' ARE ARC
1/2" I.R. FILENAME: 0398FP1 CA
A SLE: 1-=60'
O L,Q LENGTHS.I 7607 EASTMARKIDR., STE. 250F <77840>
%T POST OFFICE BOX 9253 SUBMITTED DATE: 11/24/10
7_ THE INSTALLATION OF STREET LIGHTS WILL BE REQUIRED AN INSTALLED INi ACCORDANCE REVISIOPJS: 12 '9 X10
%` WITH SECTION 8.2.A.20 OF THE CoCS UNIFIED DEVELOPMENT ORDIN NCE. COLLEGE STATION TEXAS 77842
I DRAWN BY: R.A.M. CHECKED BY: BRAD KERR
EMAIL: civil mien ineer.com
g FIELD BOOK: N/A PAGES: N/A
OFFICE - (979) 7614-0704 RME CONSULTING ENGINEERS
y FAX - (979) 764-0704 CLIENT NO. PROJECT NO.
y ♦ TEXAS FIRM REGISTRATION No. F4695 178 0398