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SING TRAILER - COLLEGE STATION TE.
ENGINEER:
MITCHELL & MORGAN, L.L.P.
511 UNIVERSITY DRIVE E., S TE 204
COLLEGE STA TIONTEX4 S 77840
(979) 260-6963
MAY 2011
WILLIMISAD®fuIFM
NMI
For Interm Reviiew Only
These documents are not O
intended for construction,
bidding, or permit purposes.
Prepared by:
_ Veronica J.B. Morgan, P.E
No. 77689 Sw
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VICINITY MAP
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INDEX -OF SHEETS
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- SITE PLAN
- B/CS STANDARD SIDEWALK DETAILS
- B/CS STANDARD STREET DETAILS
- B/CS STANDARD SWPP DETAILS
OWNER:
CAPSTONE - CS,
LLC
PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX.
200' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23
wiur�tur;>aaisrrran
SITE PLAN NOTES:
1. Name of Project Cottages of College Station Leasing Trailer
2. Address: x0000000000c Holleman Drive, College Station, Tx
3. Owner. CAPSTONE -CS, LLC
431 OFFICE PARK DRIVE
BIRMINGHAM, AL 35223
(205) 414-6455
4. Engineer. Mitchell & Morgan, LLP.
511 University Drive East, Suite 204-
College
04College Station, Texas 77840
(979) 260-6963
5. Zoning: PDD
6. Existing Use: Undeveloped -Vacant Proposed Use: Temporary
Leasing Trailer
7. Setbacks: Per City of College Station Ordinances
B. Site Area: xx acres
9. Water Demands (Per Unit) : Min.= 0 gpm, Avg.= .07 gpm, Peak=
0.13 gpm
10. Sanitary Demands: 400 GPD Max., Min= 0 GPD, Avg. = 100 GPD
(Per Unit)
11. Type V -B construction, 1316 SF budding - 1500 GPM fire flow
required per Fire Code Tables 8105.1 and 0105.1.
This site does lie within the 100 -year floodplain boundary per FEMA's
Flood Insurance Rate Map panel 4804100182 C. Effective date: July 2,
1992.
PARKING REQUIREMENTS
1316 SQFT BDLG./250 = 6 Parking Spaces Required
= 18 Parking Spaces Provided
Handicap Parking:
Per Table 2 Section 4.1.2 of TAS
for 1-25 needs 1 Spaces
18 Total p��.�...�
1 H.C. Spoon Required
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POST
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 A 1-800-344-8377
b. Contact Richard Wallace ® Verizon 821-4752
h. Contact Gilbert Ramirez ® CSU (Electrical) 764-6255
i. Contact Butch Willis ® CSU (Water/Wastewater) 764-3660
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, 2008, and BCS Unwed 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 engineers time spent reviewing changes and redesigning
based on contractors requests.
4. Trench Safety Requirements shall be in accordance with OS.HA 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 Owners 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.
7. All materials & labor not identified as o 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 unless 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, Force Main, etc.
12. The contractor shall coordinate with Atmos, Suddenlink Communications, BTU, CSU, and Verizon to adjust the location of
existing facilities.
13. The contractor is responsible for traffic control. This is not a separate pay item.
14. Temporary spoil areas will be identified on site by owner.
15. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not to be visible from any
public right-of-way or residential district within 150' of the subject lot, measured from a point five feet above grade. Such
screening shall be coordinated with the building architecture and scale to maintain a unified appearance.
16. Exterior Building and site lighting will meet the standards of Section 7.10 of the Unified Development Ordinance. The light
source shall not project below an opaque housing and no fixture shall directly project light horizontally. Fixtures will be mounted in
such a manner that the projected cone of light does not cross any property line.
17. Parking shown is for informational purposes only. The trailer and parking area is temporary in nature and will not be striped.
18. The leasing trailer and associated improvements shall be removed when Certificates of Occupancy have been issued on 95% of
the Cottages of College Station units, the use has ceased in the trailer, or the leasing office has been issued on-site of the
Cottages of College Station.
19. This project is not in a utility impact fee area.
E GRADE TO DRAIN
GENERAL
M 111!1 POSE
N PER LOCAL WINCE
ria
I
STORM WATER
POLLUTION PREVENTION PLAN
GENERAL NOTES
nuwl►�
131.011M 03 s.P 20o7 - 137 pa
1. All co0tractor vehicles, including employee's vehicles, shall park within the
project site to minimize traffic on the public streets adjacent to the work site
entrance. Contractor will provide sufficient parking areas to accommodate his
vehicles, areas disturbed or destroyed by vehicular parking will be repaired
to original condition prior to completion of project.
2. Con ctors shall ensure that no dirt from the project accumulates in the existing
streets. If dirt or debris from the project site accumulates on adjacent streets, the
contractor shall immediately clean those areas.
3. Contractor shall place erosion control protection at appropriate downstream
locations minimize silt and debris from leaving the construction site and
entering ti e drainage system.
4. If req ired on the plans, the contractor shall maintain a vehicle wash down area of
sufficient ize and in a location to facilitate cleaning his vehicles prior to leaving the
work site.
5. Once egstation is well established contractor is responsible for removing all
temporary erosion control measures (i.e. silt fences, rock check dams, etc.)
6. Struct iral controls shall be installed as soon after clearing as practical and
maintainec in good working order until the site is stabilized.
7. Altem6te structural controls may be utilized if approved by Engineer.
8. The c 1 ntractor shall comply with the TCEQ STORM WATER DISCHARGE PROGRAM and
is responsible for completing and filing the appropriate forms.
CRUSHED LIMESTONE BASE MATERIAL
GRAVEL PARKING DETAIL
MITCHELL
h Al I ..
MORGAN
TX Firm #I
F-1443
T.979.26
.6963
F.979.2610
0.3564
511 UNNERS
DRIVE EAST
SUITE
204
COLLEGE STATION.
TX 77840
PLAN & DESIGN
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PAVEMENT CURB
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NOTE:
THiS DOES NOT TAKE INTO ACCOUNT DRAINAGE
REQUIREMENTS - BERMS MAY BE REQUI2ED
OUTSIDE OF THE SIDEWALK.
CROSS SLOPE
2Y. to 4X
" WTLOMN BAL JOINTS
STRUCTURAL STEEL iUBINMAX G � 24" )f-CONC.SDEI
. STEEL TUBING NS6'...
SIDEWALK SLOPE REQUIREMENTS
4-x4"x3/16" STRUCTURAL STEEL TUBING
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CONNECTION
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SWI -00
NOTES:
1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES.
2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WItTH• EXPANSION JOINTS
6 40' O.C..CONTRACTION JOINTS o 4' O.C.
3. DOWEL IN AND TE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, M&ET BOX, CURB, ,ACTION BOX. ETC.)
WITH •3 x 12- BARS Q 12- O.C. OR ■4 x 12" BARS Q 18" O.C.
4. COMPACTION: COMPACTED SUBGRADE MATERIA. COMPACTED TO A DENSITY AT LEAST 98X OF MAXIMUM DRY DENSITY AS
DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AMID SHALL BE 0-4/. WET OF THE OPTIMUM MOISTURE CONTENT
5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVED FOR ENTIRE LENGTH OF SIDEWALK.
SEAL WITH EXPANSION
,TONT MATERIA. SMOOTH DOWEL BAR p
V4- R V2" OX
18".12" O.C. T
3/4" (COATED W/HEAVY GREASE)
T 3'-0- MW.
- - 5'-0"�VARES�
4.. •E- 2Y �-
RECYCLED MATERIAL. V2" SEE NOTE 4
THICK AS MANUFACTUREDlzs.LONG METAL OR PLASTIC CAP. INSIDE
BY J.D. RUSSELL CO. OR DIAMETER TO BE VI6- GREATER- THAN
APPROVED EQUAL DIAMETER OF DOWEL BAR. CAP MUST28 DAY
BE LONG ENOUGH TO COVER 2 -OF '3 BARS O 12-O.C.E.W. STRENGTH=
CONCRETE
DOWEL AND HAVE STOP SO END OF 04 BARS M) 18- O.0 E.W. STRENGTH = 3MML p�
CAP IS r FROM END OF BAR. EE IVIS IML)
SEE FINISH NOTE
SIDEWALK EXPANSION ALONG LOCAL. STREETS
& CONSTRUCTION JOINT
SAWED OR FORMED.
V8" TO 3/W'-
/16" SEA. WITH EXPANSION
JOINT MATERIA.. MMT.
3r8" R N\\l
4"
SIDEWALK CONTRACTION JOINT
,
pETECTAOL
GENERAL NOTES: PAVER MATERIAL
ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION EWALK PAVER SECTI
SHALL BE ADEQUATELY BLACK SODDED OR HYOROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED.
IN DEVELOPED AREAS WHERE GRASS IS PRESENT. BLOCK SOD WILL BE REOtIRED. BARED AREAS SHALL
BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE.
APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIE THAT EARTH HAS
BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTI. ACCEPTABLE VEGETATIVE GROWTH IS !'�17� C�TT1
ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. CONCRETE SIDEWALK
AEW
ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAN.
2X MAX. I
SEE NOTE 4
■3 BARS o 12" E.W. 28 -DAY CONCRETE
■4 BARS O.C.E.W. STRENGTH ® 3000 psi
(4- THICK MMI.)
E FLASH NOTE
G MINOR CO ORS
AND LARGER
T
TIED B•-0'• VARIES
�- AL
2X MARX
SEE NOTE 4
SEE NOTE 3
28 -DAY CONCRETE
■3 BARS MI 12- .W. STRENGTH- 3000 psi
■4 BARS 0 .C.E.W. (4- THICK MW)
E FINISH NOTE
L G MINOR CO ORS
AND LARGER
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-
%2" DIA. BOLT
s e' o ••,e . .
"VARIES r 4'
** VARIES r 4'
/*' VARIES NEENAH GRATE TED
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LAYING COURSE
Space E PLACE OR
EOUA.
ST -
ACCEPTABLE
TRAFFIC RATED
° : s ; •°.: ° . .p
B' �' ►- SIDEWALK ' �':��• �,
GENERAL NOTES: PAVER MATERIAL
ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION EWALK PAVER SECTI
SHALL BE ADEQUATELY BLACK SODDED OR HYOROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED.
IN DEVELOPED AREAS WHERE GRASS IS PRESENT. BLOCK SOD WILL BE REOtIRED. BARED AREAS SHALL
BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE.
APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIE THAT EARTH HAS
BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTI. ACCEPTABLE VEGETATIVE GROWTH IS !'�17� C�TT1
ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. CONCRETE SIDEWALK
AEW
ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAN.
2X MAX. I
SEE NOTE 4
■3 BARS o 12" E.W. 28 -DAY CONCRETE
■4 BARS O.C.E.W. STRENGTH ® 3000 psi
(4- THICK MMI.)
E FLASH NOTE
G MINOR CO ORS
AND LARGER
T
TIED B•-0'• VARIES
�- AL
2X MARX
SEE NOTE 4
SEE NOTE 3
28 -DAY CONCRETE
■3 BARS MI 12- .W. STRENGTH- 3000 psi
■4 BARS 0 .C.E.W. (4- THICK MW)
E FINISH NOTE
L G MINOR CO ORS
AND LARGER
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WINGS
GENERAL NOTES FOR
DETECTABLE WARNINGS PEDESTRIAN FACILITES
1. CURB RAMPS MAST CONTAIN A DETECTABLE WARNING SURFACE THA GENERAL NOTES
CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION
4.29 OF THE TEXAS ACCESSIBILITY STANDARDS (TAS). THE >< ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT Wi.l
SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES. STILL GRAIN PROPERLY SiMOtA.p BE USED. ADJUST CURB RAMP LENGTH OR GRADE
INCLUDING SIDE FLARES. FURNISH PARK MOWN OR DARK REO OF APPROACH SIDEWALKS AS DIRECTED.
DETECTABLE WAKING SURFACE ADJACENT TO UNCOLORED
CONCRETE, UNLESS SPECIFIED ELSEWHERE W THE PLANS. 2. LANDINGS I L BE A 5' x S' MNSMUM WITH A MAXIMUM 2Y. SLOPE N ANY
2. DETECTABLE WARNING SURFACES MUST BE SLtP RESISTANT ANO OrRECT10N. ',
NOT ALLOW WATER TO ACCUMULATE. 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL � A hM>II)M1 OF
3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN 4'X 4' WHOM Y CONTANEO WITHIN THE CROSSWALK AND WHOLLY OUTSID
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TRAVEL WHEN ENTERING THE STREET.
THE PARALLE
1 ' VEHICULAR TRAVEL PATH.
4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE
__ tP� *.•.
WABIE CROSS SLOPE ON SIDEWALK Acta CURB RIItAP IS 2X.
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OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE
TRENCH GRATE MAY Y BE
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SUBSTANTIALLY OBSTRUCTED. OTM$RWISE, PROVIDE FLARED SIDES.
\
ALLOWED WITH PRIOR VAL
FROM THE CITY
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6, AODITIpNAi.
QRMATIaN ON CURB RAID LOCATION. DESIGN, LKitMT RELECirvE VALUE
6.OETECTABLE WARNING SURFACES SHALL � LOCATED SO THAT THE
WHERE THERE 15 NO OT
MAY BE FOUND W THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY
EDGE NEAREST THE CURB LIE IS A MIl�JM OF 6" ANDA
• ° - ..
AND 16 TAC tt 68.102.
STORM SEINER SYSTEM
AVAILABLE.
**23'ttO-CUR6 RADIUS)
21N 420' CURB RADIUS) • s..
°
7. TO SERVE AS
A PEDESTRIAN REFUGE AREA, THE MEDIAN SHOULD � A MINIUM
1B.5't25 CURB RADIUS) tp °
°
OF 5' WIDE. MEDIANS
'P
_
THEM.
7. ACCEPTABLE PAVER MATERIAL SHALL � CLAY. VITRIFIED
POLYMER COMPOSITE. PRECAST POLYMER CONCRETE.
CROSS SLOPE NDT TO EXCEED >c
2x OR BE LESS THAN ix ON ANY ` 3 W
POM ON OF RAMP OR TRANSITION
DIENS. CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL �
** 23' tl0' CURB RADIUS) ;
L ' t
2 520' CURB RADIUS)
AS SHOWN ELSEWHERE
TO STREET
MARKINGS ARE
1B•S't2YCURS RADIUS)
CROSSWALKS
OR AS DIRECTED BY THE ENGINEER.
• .
THAT COMPLY WITH TAS MAY REMAIN W PLACE UNLESS
- i
OTHERWISE
( NMN ON THE PLANS.
-Y CROSS SLOPE NOT TO EXCE
10, HANDRAi.S
NOT REQUIEO ON CURB RAIDS. PROVIDE CURB RAMPS WHEREVER
..
ON ACCE
2x OR BE LESS THAN ix
it. SEPARATE
• °
PORTION OF RAMP OR
PREMIOI.O OR BOARD JOINT OF 3!4" UNLESS OTHERWISE DIRECTED
° • - •
ER.
TO STREET
12• PROVIDE A
iH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET,
13.FLARE SL
I SHALL NOT EXCEED BOX MEASURED ALONG CURB LINE.
150meftc View
' 'SIDEWALK AMBULATORY
8' S EWALK AMBULATORY
S EWAI.K DRAINAGE
P AT STREET INTERSECTION -W3_00
P AT STREET INTERSECTION
TRENCH GRATE
SW3-0
FS
SW3-01
*CROSS SLOPE NOT TO EXCEED
*
*CROSS SLOPE NOT ro EXCEED
*CROSS SLOPE NOT TO EXCEED
X OR BE LESS THAN V. ON ANY
TION OF RAMP OR TRANSITION
2X OR BE LESS THAN tX ON ANY
PORTION OF RAMP OR TRANSITION
2X OR BE LESS THAN tX ON ANY
PORTION OF RAMP OR TRANSITION
TREET
TO STREET /
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PROPERTY
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8' SIDE
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,
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�t
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3. EXPANSION JT.WE !�
SMOOTH DOWEL BAR.
3' EXPANSION
WEL BAR,
EXPANSION JT. MM
V2' DIA. x D.C.WITH
CAP O 12" .C.
CAP OUL 12lC C. WITH
B TH DOWEL BAR.
.. DIA, x 1611. WITH
BACK (COATED W/HEAVY
OF CURB 6` GREASE)
(COATED W/FEAVY
CURB 6' MW GREASE)
6' MIN. C 12" O.C.
(CSO W/HEAVY
8' SI WALK AMBULATORY P
6' SIDEWALK AMBULATORY RAMP
51S W� AMBULATORY
A TREET INTERSECTION & DRAWS
AT STREET INTERSECTION & DRIVES
TREET INTERSECTION & D
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SURFACE ON LANDING AT STREET EDGE
SW2-00
4 L�vlg
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(Domes to run
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HARM
WINGS
GENERAL NOTES FOR
DETECTABLE WARNINGS PEDESTRIAN FACILITES
1. CURB RAMPS MAST CONTAIN A DETECTABLE WARNING SURFACE THA GENERAL NOTES
CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION
4.29 OF THE TEXAS ACCESSIBILITY STANDARDS (TAS). THE >< ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT Wi.l
SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES. STILL GRAIN PROPERLY SiMOtA.p BE USED. ADJUST CURB RAMP LENGTH OR GRADE
INCLUDING SIDE FLARES. FURNISH PARK MOWN OR DARK REO OF APPROACH SIDEWALKS AS DIRECTED.
DETECTABLE WAKING SURFACE ADJACENT TO UNCOLORED
CONCRETE, UNLESS SPECIFIED ELSEWHERE W THE PLANS. 2. LANDINGS I L BE A 5' x S' MNSMUM WITH A MAXIMUM 2Y. SLOPE N ANY
2. DETECTABLE WARNING SURFACES MUST BE SLtP RESISTANT ANO OrRECT10N. ',
NOT ALLOW WATER TO ACCUMULATE. 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL � A hM>II)M1 OF
3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN 4'X 4' WHOM Y CONTANEO WITHIN THE CROSSWALK AND WHOLLY OUTSID
SW2-01
5' x 5'
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eDETECTABLE
(MorepicoD
LA
Foce of
Curb
TRUNCATED DONE PA77'F.R1V
CURB RAMP
DETECTABLE WARNING PAVER
ECK
TRAVEL WHEN ENTERING THE STREET.
THE PARALLE
1 ' VEHICULAR TRAVEL PATH.
4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE
4. MAXIMUM ALL
WABIE CROSS SLOPE ON SIDEWALK Acta CURB RIItAP IS 2X.
APPROXIMATE LOCATION FOR THE DETECAM.E WARNING
SURFACE FOR EACH CURB RAMP TYPE.
$, CURB RAMPS
WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS
WE'D NOT
LY WALK ACROSS THE RAMP. EITHER BECAUSE THE ADJACENT
S. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24- W
SURFACE � M?t.ANTING
�
OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE
DEPTH W THE OIfECTDW OF PEDESTRIAN TRAVEL. AND EXTEND T
APPROACH IS
SUBSTANTIALLY OBSTRUCTED. OTM$RWISE, PROVIDE FLARED SIDES.
Ftfl.L WIDTH OF THE CURB RAMP OR LANDING WHERE THE
PEDESTRIAN ACCESS ROUTE ENTERS THE STREET.
6, AODITIpNAi.
QRMATIaN ON CURB RAID LOCATION. DESIGN, LKitMT RELECirvE VALUE
6.OETECTABLE WARNING SURFACES SHALL � LOCATED SO THAT THE
AND TEXTURi�'
MAY BE FOUND W THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY
EDGE NEAREST THE CURB LIE IS A MIl�JM OF 6" ANDA
STANDARDS (TAS)
AND 16 TAC tt 68.102.
MAXIMUM OF XY' FROM THE EXTENSION OF THE FACE OF CURB.
DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE
7. TO SERVE AS
A PEDESTRIAN REFUGE AREA, THE MEDIAN SHOULD � A MINIUM
CORNER RADIUS.
OF 5' WIDE. MEDIANS
SHOtAO � OESKDIEO TO PROVIDE ACCESSIBLE PASSAGE
OVER OR THI�(�1
THEM.
7. ACCEPTABLE PAVER MATERIAL SHALL � CLAY. VITRIFIED
POLYMER COMPOSITE. PRECAST POLYMER CONCRETE.
8, CROSSWALK
DIENS. CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL �
MIO CONCRETE.
AS SHOWN ELSEWHERE
IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK
MARKINGS ARE
NOT REQUIRED. CURB RAMPS SHALL BE ALKDEO WITH THEORETICAL.
CROSSWALKS
OR AS DIRECTED BY THE ENGINEER.
9. EXISTING FEATURES
THAT COMPLY WITH TAS MAY REMAIN W PLACE UNLESS
OTHERWISE
( NMN ON THE PLANS.
10, HANDRAi.S
NOT REQUIEO ON CURB RAIDS. PROVIDE CURB RAMPS WHEREVER
ON ACCE
IE ROUTE CROSSES (PEtETRATES)A CURB.
it. SEPARATE
B RAMP AND ENDINGS FROM ADJACENT SIDEWALK AND ANY OTHER
ELEMENTS WITH
PREMIOI.O OR BOARD JOINT OF 3!4" UNLESS OTHERWISE DIRECTED
BY THEE
ER.
12• PROVIDE A
iH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET,
13.FLARE SL
I SHALL NOT EXCEED BOX MEASURED ALONG CURB LINE.
GENERAL NOTES (PAVERS)
FURNISH DETECTABLE WARNING PAVER UMTS MEETING ALL
REQUIREMENTS OF ASTM C-936. C-33. LAY IN A TWO BY TWO
ttMT BASKET WEAVE PATTERN OR AS DIRECTED.
LAY FULL-SIZE UMTS FIRST FOLLOWED BY CLOSURE LINTS
CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT
DETECTABLE WARNING PAVER UMTS USING A POWER SAW.
140.3 REBAR AROUND PAVER INSET
DETECTABLE WARNING PAVER WITH
EXPANSION JOINT TRUNCATED DOME SURFACE
AS REQUIRE 1- MORTAR �0 -SHALL CONFORM TO
SIDE FLARE APPLICABLE SPECIFICATIONS
(iYP) ' CONTROL JOINT PERMISSIBLE
,. _ ___ i---- I
MIN. 4"
No.3 BAR AT
118" IMM.) ON -CENTER
BOTH WAYSCLASS A CONCRETE - SHALL CONFORM
Q APPLICABLE SPECIFICATIONS
SE,
U
CITY OF RAN
The Gorx�'Life, Pcy
�.s Stvle.-
DRAWN BY: C.L.IWI,
DATE: 01-01-09
SCALE: N T
APPROVED V?
NOTE
-
NOTE
TYPE "G- EXPANSION EXISTW_ GNB & GUTTER
DONT. ELEV.+ T&' � REMOVED
KEEP 6" RISE 70
•E TYPE -G" EXP
TYPE -G- EXPANSION JOINTS N CURB & GU
NOTE:
6'• THICK CONCRETE
SHALL BE SPACED AT A MAXON DIST
TYPE "G- EXPANSION JOINTS N CURB & GUTTER
PR�RTY LINE
I
� JOINT. ELEV. t
4W APART AND AT ALL RADIUS POINTS. .S AND
SHALL BE SPACED AT A MAXON DISTANCE OF
L IF THERE IS A VALLEY
R.O.W WIDTH
P.C.'& TYPE -B" CONTRACTION JOINT CURB &
40' APART AND AT ALL RADIUS POINTS. P.T.'S AND
KEEP 6- RISE TO EXitTING GUTTER
PROPERTY LINE tMr E STING PNMT.
y
'W�
TTER SHALL SPACED AT A
P.C.-S. TYPE "B` CONTRACTION JOINTS N CURB &
CURB RETURN RAMS r-6"
3`
TANCE OF 10• APART
SHALL GUTTER E SPACED AT A MAXIMUM
2' >x�
- --- _ - .
24••
DISTANCE 10'
E ROUTE t4' MN.)
t )
6"� r-04 BARS M) C/C
12"t2"
►/r R
24"
EXISTING
3`
-T
►/�-R
V4•'R6` 0••
V
Is TE "DIE
�i"R
v
TYPICAL LAYOUT AT
PNMT.
_
- - EXISTIMK; BASE
g- RISE
.... VARIES
COMPLETE AND THEN REMOVED BY CONTRACTOR.
r NotE "'
SPACED AT A MAX. DISTANCE
k 6 V2"
*4 BARS CON 1-
�• 3_ 3„ 3_ • 2" �
SILT AFTER EVERY RAN.
UMI
AN3" CLEAR P.
Z°
• _ *4 BARS
OF 4O' APART AND AT ALL
DRAWN BY:
r
—t
DATE: 01-01-00
SCALE= N T
APPROVED:
0 = 3/4" X 18" SMOOTH• 3.•
11
FIGO R E
a cr
24" LAY DO
N DOWELS
E PICAL
/D,1 IN CUGLJ�T�TER
3- RISEDRIVEWAY APRON SHALL BE 4-
COMBINED
w3000 psi) W/*4 BARS Q 18"
SECTIO
TYPE "8- CONTRACTION
#
EXISTING
CURB & G SECTIONDETAIL
*4 X 18" O.C.
O.C.E.W. ASPHALT APRONS W/O
TYPE
STI -01
STI -0
STI -0
LO ! "
BASE
NOTE:
FOR TE TD C E
CURB AND GUTTER SHALL BE
TYPE `G" EXPANSION JOINTS N CURB & GUTTER SHALL BE
" EXPANSION JOINTS N CURB & GUTTER SHALL BE
V2- CHAMFER
XNT
SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALLAT
A MAXIMUM DISTANCE OF 40' APART AND AT ALL
NDIST
(TYPICAL)
ALLOSTREET SECTIONS ODON OPEN NLY.
RADIUS POINTS. P.T.*s. AND P.C.'s. TYPE "8" CONTRACTIONOINTS.
P.T.-S, AND P.C.-S. TYPE "B- CONTRACTION
DISTANCE OF ID" APART.
3. 2Y. MAX SL PE.
JOINTS N CURB &GUTTER SHALL SPACED AT A MAXMMGM
CURB &GUTTER SHALL BE SPACED_ AT A
AND GUTTER SHALL BE
*4 z 18- O.C. FOR TIE
ONLY
DISTANCE OF D' APART
OF r0' APART
4 BAR
SECTIONAL A
AL OPEN DITCHED
TO CONCRETE TO
CTIONA
2. PPE EXT D 1°-2" FROM 80C TO BE COVERED H FABRIC
4. 5' MN TRANSITION TO LAY
AND TIED ACE
6.•
r a
STREE CTIONS ONLY.
CONCRETE PAVEMENT
24..
.24_
e a e
AWAY FROM INTERSECTION
15VCR6.
I3
4 P--�1
� • R'• 6••
rDNA.
MIN V2X
3- 1/4"R
12- SLOPE V4"R
28 -DAY C TE
STRENGTH-
o f -4 4-
• 0 6" 6 3/4"
0
• 0 63/4-
si.
3- 3.. 3
2..*13-„
3.
�
3.. 3.. �
�
• _ *4 BARS 3"
• = *4 BARS - 3"
T
0 = 3/4" X 18- SMOOTH
0 :3/4" X 1$ TH
TYPICAL '
EXPANSION DOWELS
EXP DOWELS
RIBBON CURB
TYPICAL COMBINED
ICAL WEEPHOLE C
SPILL C
CURB
STI-04
TRANSVERSE 7
1/81, R SEAL WITH JOINT MATERIAL 04 BARS AT 18" C. TO C.
u■■■■■■■■■■■H■■H■HmnHn
nHHHHHHHHuu■r..H■■■!
HH■H■H■Hw
❑iHHH■■HHHH■H■HHHH■HHH■Hn
iETAL KEY WAY PLATE DEFORMED uuu■H■■HH■uuuH■HH•
uH■uH■HHHHHHH■Hw
v■HHH■HHHHHUHH■H!
M , HHvu■H■uHHH■H■HH!
iiHH�u■■■■uH■H■■HHHn
LONGITUDIN
u■■■u■■H■H■H■HHHH■H!
. •INT
uH�HHHHHHH■■■HH■■■!
HHiH■H■■■HH■■HH■■H■■•
�HOH■HHHHHHHHHHH•
��■�uu■HH■H■HHHHHm
LONGITUDINAL JOINTS SHALL BE REQUIRED ONLY ON THE
CENTERLINE OF THE PAVEMENT & IN INTERSECTIONS AS DETAILED LONGITUDINAL REINFORCEMENT: fE 40' ��E 40•
SEAL W/EXPANSION JOINT MATERIA
V4" R -� -
" C. TO C.
TYPE -0- JOINT
*4 BARS AT 18- C. TO C.
TANCEVI'SECTIONS
TYPICAL JOINT & REINFORCEMENT LAYOUT
FOR CONCRETE PAVEMENT
SMOOTH DOWEL BAR
3/4" 0 X 18". 12" O.C.
(COATED W/HEAVY GREASE)
5- V2"
3/4"
6.. MIN._
7/8"
'-3- LONG META OR PLASTIC CAP 3/4"-j t -V2 -
THAN DIAMETER TO BE V ATER 3"
CAP��� � Q O 2�F METAL KEY WAY PLATE
'TYPE "G 1
EXPANSION & CONSTRUCTION JOINT
TO BE SPACED AT 40' INTERVALS & AL RADIUS POINTS. P.C.S. P.T.S. & OPPOSITE P.I.'S.
& ON AL HORIZONTAL & VERTICAL CURVES
SAWED OR FORMED. SEAL
WITH JOINT MATERIA..
SEALING NOT REO'D N CURBS.
3/8" R -\I,r 1/8" TO 3/0"
X3/4•'
r - _ 6" MN.
*4 BARS. 18" O.C.E.W.
TYPE E 'IBI'
CONTRACTION TOINT
TRANSVERSE JOINTS SHALL BE SPACED 15•CENTER TO CENTER
EXPANSION JOINTS AS SHOWN AND AT
VARIES EACH RADIUS POINT. CURB EXPANSION
JOINTS SHALL BE AT 60' CENTERS. CURB
TYPE "B" JOINT CONTROL JOINTS SHALL BE AT 10' CENTERS.
TYPE "0" JOINT
\\ I %5
�eo LONGITUDINAL JT.0 900
TO CHORD OF RADIUS. (TYP.)
�'Spp
r-6"
(TMP.)
N
W
TYPE -G- JOINT AT ALL
RADIUS POINTS AND >
MAX. DISTANCE OF
3OW ON TANGENTS T-6"
*4 BARS V18"
r- MN.
6- MA)
q
: TYPE "G" EXPANSION JON
AI .I .F,Y PAVING
--A
A TYPE "G" EXPANSION JOINT
PROPERTY LINE
NOTE= RAMS ONLY WHEN _�-_-_-
THE LONGITUDINAL SLOPE IS
GREATER THAN 1•.20 DOWEL INTO EXISTING SIDEWALK
RAMPS SHALL COMPLY WITH — NES) — W/*4 BARS Q 18" D.C.
TAS REQUIREMENTS RETURN CURB TO HAVE
*MAINTAIN 2X SS
STI -
SLOPE. 5' THL
** EXIST WALKS. (A MN.
OF HND BACK OF CURB).
REMAIN N PLACE
HERWNSE SIDEWALK MUST
REMOVED.
►"
W a:
W �
A ROLL FACE 0104LSHING
AT RADIUS POINT
SIDEWALK144 c�
F+H-INTI 1 . (NMN.) BACK OF CURB
NEAT SAW CUT NEAT AT SAW CUT
SAW CUT A 1'
TYPE "G- EXPANSION JOINT EXISTING CURB & GUTTER TO
BE REMOVED. REPLACE STREET
SURFACING AS NEEDED.
RESIDENTIAL DRIVEWAY
4�" A�PKPR•O•
T X 12..
CULVERT
. RCP PPE)
lA
NOTE: - - - —
1. LENGTH OF DRAINAGE PPE IF - —
RESIDENTIAL DRIVES MS 36'
& 20' MN.
2. ALL DRIVEWAY PIPES tWl CUL AGE
ROW MUST HAVE TE
SUED END SE
t6:1 SLOPE) VED
EQUAL.
1� • ,
W,,'�TN:T��=
TYPE "G- EXPANSION EXISTW_ GNB & GUTTER
DONT. ELEV.+ T&' � REMOVED
KEEP 6" RISE 70
•E TYPE -G" EXP
GENERAL NOTES:
:
6'• THICK CONCRETE
v
T/C ELEV.=3'. ii!�4ATCH E OF
PR�RTY LINE
I
� JOINT. ELEV. t
(28 DAY STRENGTH= 3500 PSI)
W/*4 BARS AT 18` O.C.E.W.
CURB RETURN RADIUS + 2'
L IF THERE IS A VALLEY
R.O.W WIDTH
CURB RETURN RADIUS « 2'
MATCH IL
KEEP 6- RISE TO EXitTING GUTTER
PROPERTY LINE tMr E STING PNMT.
y
'W�
T/C ELEV.-
I
W W
ac
O �
CURB RETURN RAMS r-6"
GUTTER, THEN TRANSITION
CROWN AT VALLEY GUTTER
- Cts RETURN RADIUS 1•-6"
cm
EXISTING GUT
2' >x�
- --- _ - .
- -
Z > AC
p
a
E ROUTE t4' MN.)
t )
(I 0
TO FULL WN N 50'.
�'
2. TYPE -G- EXPANSION JOINTS
Z >
p
a
ACCESSIBLE ROUTE t4• MN
(OPTIONAL)
EXISTING
4-
V2"0 X W. WITH
CAP 0 12- O.C.
(COATED W/HEAVY )
V
Is TE "DIE
N Cts & L'' GUTTER SHALL BE
v
TYPICAL LAYOUT AT
PNMT.
_
- - EXISTIMK; BASE
g- RISE
COMPLETE AND THEN REMOVED BY CONTRACTOR.
r NotE "'
SPACED AT A MAX. DISTANCE
ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF
NOTE J-► NOfE
SILT AFTER EVERY RAN.
UMI
AY APRON SHALL BE 4"
The Good Ldc, Teras Style:
OF 4O' APART AND AT ALL
DRAWN BY:
r
—t
DATE: 01-01-00
SCALE= N T
APPROVED:
-DAY CONCRETE STRENGTH
11
FIGO R E
a cr
RADIUS POINTS. P.T.S i► P.C.-S.
3- RISEDRIVEWAY APRON SHALL BE 4-
DEFORMED TIE BAR
w3000 psi) W/*4 BARS Q 18"
r ►/+'
TYPE "8- CONTRACTION
#
EXISTING
t28 -GAY CONCRETE STRENGTH
*4 X 18" O.C.
O.C.E.W. ASPHALT APRONS W/O
TYPE
'0" LONGITUDINAL
JOINTS N CURB & GUTTER
LO ! "
BASE
x3000 psi) W/*4 BARS o 18-
FOR TE TD C E
CURB AND GUTTER SHALL BE
JOINT
SHALL � SPACED AT A MAX.
XNT
DEFORMED TIE BAR .E.W. ASPHALT APRONS W/0
TO CONCRETE MENT
ALLOSTREET SECTIONS ODON OPEN NLY.
DISTANCE OF ID" APART.
3. 2Y. MAX SL PE.
AND GUTTER SHALL BE
*4 z 18- O.C. FOR TIE
ONLY
SECHONA A
SECTIONAL A
AL OPEN DITCHED
TO CONCRETE TO
CTIONA
A
4. 5' MN TRANSITION TO LAY
STREE CTIONS ONLY.
CONCRETE PAVEMENT
SLOPING
AWAY FROM INTERSECTION
DOWN CURB BEGIN AT P.T.
SLOPING TOWARD INTERSECTION
ONLY.
SECTIONAL A
SDE S IREET wDTH
A TYPE "G" EXPANSION JOINT
PROPERTY LINE
NOTE= RAMS ONLY WHEN _�-_-_-
THE LONGITUDINAL SLOPE IS
GREATER THAN 1•.20 DOWEL INTO EXISTING SIDEWALK
RAMPS SHALL COMPLY WITH — NES) — W/*4 BARS Q 18" D.C.
TAS REQUIREMENTS RETURN CURB TO HAVE
*MAINTAIN 2X SS
STI -
SLOPE. 5' THL
** EXIST WALKS. (A MN.
OF HND BACK OF CURB).
REMAIN N PLACE
HERWNSE SIDEWALK MUST
REMOVED.
►"
W a:
W �
A ROLL FACE 0104LSHING
AT RADIUS POINT
SIDEWALK144 c�
F+H-INTI 1 . (NMN.) BACK OF CURB
NEAT SAW CUT NEAT AT SAW CUT
SAW CUT A 1'
TYPE "G- EXPANSION JOINT EXISTING CURB & GUTTER TO
BE REMOVED. REPLACE STREET
SURFACING AS NEEDED.
RESIDENTIAL DRIVEWAY
4�" A�PKPR•O•
T X 12..
CULVERT
. RCP PPE)
lA
NOTE: - - - —
1. LENGTH OF DRAINAGE PPE IF - —
RESIDENTIAL DRIVES MS 36'
& 20' MN.
2. ALL DRIVEWAY PIPES tWl CUL AGE
ROW MUST HAVE TE
SUED END SE
t6:1 SLOPE) VED
EQUAL.
1� • ,
W,,'�TN:T��=
FLEX BASE
EXISTING
AVEL STREET
o _oma .o
STABILIZED
NT
STAeI.IzED s ,�_
FLEX BASE
PROPERTY
LINE
EDGE PVMT.
j STREET
�*&NCE
ENTIAL
COLLECTOR
GENERAL NOTES:
BACK OF CURB
6'• THICK CONCRETE
v
ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER
MAINTAIN 2X MAX
(28 DAY STRENGTH= 3500 PSI)
W/*4 BARS AT 18` O.C.E.W.
HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY
R.O.W WIDTH
70
PONT OF CROSS SLOPE
W/6- LSSS TO 2' BEYOND B.O.C.
BOCK SODDED OR HYDROMULCHED AND WATERED UNTIL
TYPE -0- JOINT
C:)
N II
II
GROWTH IS ESTABLISHED. N DEVELOPED AREAS WHERE GRASS
TYPE "B" .DINT
TYPE "G- JOINT AT FUTURE
IS PRESENT. BLOCK SOD WILL BE REOUEiED. BARED AREAS
BACK OF CURB
EXTENSION OR AT PROP.
Con
SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF
25' RAD. (MIN.)
WORK (TYP.)
I
LAST DISTURBANCE.
V2"0 X W. WITH
CAP 0 12- O.C.
(COATED W/HEAVY )
APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED
TYPE -0 -
I LONGITUDINAL
I JOINT
ACCESSIBLE RAMP
DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY
TYPICAL LAYOUT AT
di
CONSTRUCTION AND SHALL STAY N PLACE UNTIL ACCEPTABLE
VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS
_TOINT
COMPLETE AND THEN REMOVED BY CONTRACTOR.
CONCRETE INTERSECTION
0
u
ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF
0
SILT AFTER EVERY RAN.
CITY
FS—T3_00
The Good Ldc, Teras Style:
FLEX BASE
EXISTING
AVEL STREET
o _oma .o
STABILIZED
NT
STAeI.IzED s ,�_
FLEX BASE
PROPERTY
LINE
EDGE PVMT.
j STREET
�*&NCE
Stet L o.A EXPANSION( JOINT (TYP.) -
(/� SEAL W/APPROVED
EXPANSION JIT MATERIAL
TYPICAL STREET CONCRETE APRON
TYPE -D" EXPANSION JOINT. A
ENT
g ELEV.=T/C ELEV.+3" TYPE -G- EXPANSION JOINT
ENTURR' TC
I� &KEEP 6" RISE TO I PROPERTY LINE
REMOVED PROPERTY LINE _ - - - -
EXISTI &JTTER
EXISTING PVMT. �3'x`� I VANS
I i 6" * MAINTAIN 2X MAX I RETURN CURB TO HAVE
T CROSS SLOPE A ROLL FACE OIANISHING
--- -- - --- _T AT RADIUS POINT.
CURB
i TYPE -D- AMIBULATORY RAMP
EXISTING BASE �� 25' MN. R. REMOVE
RCUR �LONGIJIUDNAL SLOPE 1:12 MAX.
DRIVEWAY APRON SHALL BE
DEFORMED TE BAR 6" t28 -DAY CONCRETE_ I
*4 X 1 _ _ _ _ _ _ _ _ _ -
FOR
O.C. STRENGTH •3000 psi) W/*4 r -
-----
FOR TYING NEW BARS 0 18" O.C.E.W. ASPHALT SIDEWALK �* - - - - - - -
a
CONCRETE TO EXISTING APRONS W/O CURB &(BUTTER - - - - - - - - - -
CONCRETE PAVEMENT SHALL BE ALLOWED ON OPEN - - - - - - NEAT
-
DITCHED STREET SECTIONS NEAT I
ONLY. _ _ SAW
ONLY CUT
SECIIONA A SAW CUT 1iZ11� 1/�
1' TYPE -G' A NEAT EXISTING CURB & GUTTER TO
EXPANSION JOINT SAW CUT BE REMOVED -REPLACE STREET
SURFACING AS NEEDED
COMMERCIAL.L DRIVEWAY
ST2-03
(' *4 BARS. 18" O.C.E.W. 28 -DAY CONCRETE
* MN. 6" HMAC STRENGTH s 3500 psi
(TYPE C OR 0) EXIST SEAL COHMAIC AL L *5 BARS. 16" LG..p� �p �Ey�NU
CUT --,(8- N XHSI . PVMT.). t) IB- O.C. COSpTAB�IZED SAN>oT
EXISTING E 6"
STREET SAW CU _.
SEE SEWING DETAL FOR
APPROPRWTE PIPE TYPE
ST
COMPACTED CEMENT 12"H�
STABLIZEO SAND X -
REFER TO HMAC SPECIFICATION
LIFT AND COMPACTION
REQUIREMENTS
SEE BEDDING DETAIL FOR
TE PPE TYPE
UNDISTURBED SOL'VAS "I IR
O CUT SEAL COAT,
0000or'QVERIAY STREET
ENTIAL
COLLECTOR
6'• THICK CONCRETE
v
MAINTAIN 2X MAX
(28 DAY STRENGTH= 3500 PSI)
W/*4 BARS AT 18` O.C.E.W.
R.O.W WIDTH
70
PONT OF CROSS SLOPE
W/6- LSSS TO 2' BEYOND B.O.C.
Con
C:)
N II
II
CURVATURE
con
WL
W'
BACK OF CURB
EXPAN90N JT. &
Con
25' RAD. (MIN.)
SLOTH DOWEL BAR.
I
V2"0 X W. WITH
CAP 0 12- O.C.
(COATED W/HEAVY )
'
TYPE -0 -
I LONGITUDINAL
I JOINT
ACCESSIBLE RAMP
Stet L o.A EXPANSION( JOINT (TYP.) -
(/� SEAL W/APPROVED
EXPANSION JIT MATERIAL
TYPICAL STREET CONCRETE APRON
TYPE -D" EXPANSION JOINT. A
ENT
g ELEV.=T/C ELEV.+3" TYPE -G- EXPANSION JOINT
ENTURR' TC
I� &KEEP 6" RISE TO I PROPERTY LINE
REMOVED PROPERTY LINE _ - - - -
EXISTI &JTTER
EXISTING PVMT. �3'x`� I VANS
I i 6" * MAINTAIN 2X MAX I RETURN CURB TO HAVE
T CROSS SLOPE A ROLL FACE OIANISHING
--- -- - --- _T AT RADIUS POINT.
CURB
i TYPE -D- AMIBULATORY RAMP
EXISTING BASE �� 25' MN. R. REMOVE
RCUR �LONGIJIUDNAL SLOPE 1:12 MAX.
DRIVEWAY APRON SHALL BE
DEFORMED TE BAR 6" t28 -DAY CONCRETE_ I
*4 X 1 _ _ _ _ _ _ _ _ _ -
FOR
O.C. STRENGTH •3000 psi) W/*4 r -
-----
FOR TYING NEW BARS 0 18" O.C.E.W. ASPHALT SIDEWALK �* - - - - - - -
a
CONCRETE TO EXISTING APRONS W/O CURB &(BUTTER - - - - - - - - - -
CONCRETE PAVEMENT SHALL BE ALLOWED ON OPEN - - - - - - NEAT
-
DITCHED STREET SECTIONS NEAT I
ONLY. _ _ SAW
ONLY CUT
SECIIONA A SAW CUT 1iZ11� 1/�
1' TYPE -G' A NEAT EXISTING CURB & GUTTER TO
EXPANSION JOINT SAW CUT BE REMOVED -REPLACE STREET
SURFACING AS NEEDED
COMMERCIAL.L DRIVEWAY
ST2-03
(' *4 BARS. 18" O.C.E.W. 28 -DAY CONCRETE
* MN. 6" HMAC STRENGTH s 3500 psi
(TYPE C OR 0) EXIST SEAL COHMAIC AL L *5 BARS. 16" LG..p� �p �Ey�NU
CUT --,(8- N XHSI . PVMT.). t) IB- O.C. COSpTAB�IZED SAN>oT
EXISTING E 6"
STREET SAW CU _.
SEE SEWING DETAL FOR
APPROPRWTE PIPE TYPE
ST
COMPACTED CEMENT 12"H�
STABLIZEO SAND X -
REFER TO HMAC SPECIFICATION
LIFT AND COMPACTION
REQUIREMENTS
SEE BEDDING DETAIL FOR
TE PPE TYPE
UNDISTURBED SOL'VAS "I IR
O CUT SEAL COAT,
0000or'QVERIAY STREET
NOTES:
1. EffMENTST ARALELEL TOTROWUIRE HIN
CITY
LOTS.
A A
2. WITHIN
COUNU itf SUDPEACS AN0 STA
16' UTLITY
1;�E
ASEMENT
NOTE U
DOING DETAL FOR
TE PPE TYPE
VARIES
CUT CONCRETE SIRE
ST4-
EASEMENT
Id °d (SEE NOTE 1)
STD. RIBBON CURB s
z :r ., HALTIC x o
CONC. PVMT. adr x
Fi V2"/FT, SLOPE' -
0
MN. 4" HMAC BASE •^•
OR 6" CRUSHED -6;" EO STABILIZED SUBGRADE
LIMESTONE BASE. t98Y. STA TM 0-698 AT
MOISTURE CON PEEN 0 AND
• Y. OF OPTIMUM
TYPICAL RURAL ROAD RIBBO CURB SECTION
NOTES: TES: 11
1. ALL SUBGRADES SHALL BE STABILIZED. 5. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR R TO 8/CS UNIFIED DESIGN GUIDELINE MANUAL F 2. COLLECTOR STREETS WILL BE REQUIRED TO USE
OR SUBGRADES WITH Pp15 AND X PASSING THE "200 ACCEPTED RICHT OF WAY AND PAVEMENT WIDTH. AC RIGHT OF WAY AND PAVEMENT WIDTH. REINFORCED CONCRETE (28 DAY STRENGTH -3
35X, USE LIE STA:.IZATION. 6. COLLECTOR STREETS WILL BE REOURED TO
3. FORES WITH PK 15 AND X PASSING THE 1200 BASE OR 8- CRUSHED LIMESTONE BASE BLIZED
SIEVE t 35X. RTLAND CEMENT STABLIZATION. SUBG'RtADE N ACCORDANCE WITH T U WIED DESIGN
4. SIDEWALK PIL EMER S WITH EACH LOCATION AND GUIDELINE MANUAL OR AS BY CITY ENGINEER. VARIABLE R -O -W (SEE NOTE 1I
WILL BE DETERMINED BY ER.
ABLE 8/ TO B/C (SEE NOT 'i
VARIABLE R -O -W It E 5)
Q VAR BIC /C (SEE NOTE 5) Q
SEE 5' CONCRETE 2` HOT MDI rt STD. CURB &GUTTER SEE 4•CONCRETE
SIDEWALK DETAL CONCRET NT SIDEWALK DETAIL '
3 —y.
MIN. 4- HMAC BASE
LOT OF NT� 2' OR 6- CRUSMEO LMESTONE 6" COMPACTED STA StDg2ADE t98X STANDARD
FOR EXCAVATION BASE (95X MOD. ASTM-Dt557) ASTM 0-698 AT A MOIST U TENT BETWEEN
STABILIZATION (LOCAL STREETS) 0 AND •4X OF OPT1lN1M.
TYPICAL STREET SECTION
A.SPHALTICCOVCn7EPA14M1 T ST -
Q I'
MONOLITHIC CURB
SEE W CONCRETE 6- REINFORCED CONCtE
' SIDEWALK DETAL 28 DAYSTREN GTH=3 ) - "D" JOINT
WyF"--►-"4 BARS 0 IN" O.C.E. . ' 6" COMPACTED STABLIZED 7R(MIND SLAB) ASTM 0-698 AT A MOISTURE
0 AND •4X OF OPTIMUM)
ION
MON. TYPICAL STREET SECTION
RF: TORCE6 CONCMUEPU VEME VT
SEE 4'CONCRETE
SIDEWALK OETAL / ,
a
BADE (982 STANDARD
dowtsiff BETWEEN
z
o_
ENTIAL
COLLECTOR
SECTION(
PAVEMENT
WIDTH
24
R.O.W WIDTH
70
IUD
NOTES:
1. EffMENTST ARALELEL TOTROWUIRE HIN
CITY
LOTS.
A A
2. WITHIN
COUNU itf SUDPEACS AN0 STA
16' UTLITY
1;�E
ASEMENT
NOTE U
DOING DETAL FOR
TE PPE TYPE
VARIES
CUT CONCRETE SIRE
ST4-
EASEMENT
Id °d (SEE NOTE 1)
STD. RIBBON CURB s
z :r ., HALTIC x o
CONC. PVMT. adr x
Fi V2"/FT, SLOPE' -
0
MN. 4" HMAC BASE •^•
OR 6" CRUSHED -6;" EO STABILIZED SUBGRADE
LIMESTONE BASE. t98Y. STA TM 0-698 AT
MOISTURE CON PEEN 0 AND
• Y. OF OPTIMUM
TYPICAL RURAL ROAD RIBBO CURB SECTION
NOTES: TES: 11
1. ALL SUBGRADES SHALL BE STABILIZED. 5. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR R TO 8/CS UNIFIED DESIGN GUIDELINE MANUAL F 2. COLLECTOR STREETS WILL BE REQUIRED TO USE
OR SUBGRADES WITH Pp15 AND X PASSING THE "200 ACCEPTED RICHT OF WAY AND PAVEMENT WIDTH. AC RIGHT OF WAY AND PAVEMENT WIDTH. REINFORCED CONCRETE (28 DAY STRENGTH -3
35X, USE LIE STA:.IZATION. 6. COLLECTOR STREETS WILL BE REOURED TO
3. FORES WITH PK 15 AND X PASSING THE 1200 BASE OR 8- CRUSHED LIMESTONE BASE BLIZED
SIEVE t 35X. RTLAND CEMENT STABLIZATION. SUBG'RtADE N ACCORDANCE WITH T U WIED DESIGN
4. SIDEWALK PIL EMER S WITH EACH LOCATION AND GUIDELINE MANUAL OR AS BY CITY ENGINEER. VARIABLE R -O -W (SEE NOTE 1I
WILL BE DETERMINED BY ER.
ABLE 8/ TO B/C (SEE NOT 'i
VARIABLE R -O -W It E 5)
Q VAR BIC /C (SEE NOTE 5) Q
SEE 5' CONCRETE 2` HOT MDI rt STD. CURB &GUTTER SEE 4•CONCRETE
SIDEWALK DETAL CONCRET NT SIDEWALK DETAIL '
3 —y.
MIN. 4- HMAC BASE
LOT OF NT� 2' OR 6- CRUSMEO LMESTONE 6" COMPACTED STA StDg2ADE t98X STANDARD
FOR EXCAVATION BASE (95X MOD. ASTM-Dt557) ASTM 0-698 AT A MOIST U TENT BETWEEN
STABILIZATION (LOCAL STREETS) 0 AND •4X OF OPT1lN1M.
TYPICAL STREET SECTION
A.SPHALTICCOVCn7EPA14M1 T ST -
Q I'
MONOLITHIC CURB
SEE W CONCRETE 6- REINFORCED CONCtE
' SIDEWALK DETAL 28 DAYSTREN GTH=3 ) - "D" JOINT
WyF"--►-"4 BARS 0 IN" O.C.E. . ' 6" COMPACTED STABLIZED 7R(MIND SLAB) ASTM 0-698 AT A MOISTURE
0 AND •4X OF OPTIMUM)
ION
MON. TYPICAL STREET SECTION
RF: TORCE6 CONCMUEPU VEME VT
SEE 4'CONCRETE
SIDEWALK OETAL / ,
a
BADE (982 STANDARD
dowtsiff BETWEEN
z
o_
Con
C:)
N II
II
con
WL
W'
Con
I
I
C
di
c.
:4
Q)
I
0
u
0
U
CITY
I
i
�I
OF 13RYAN
The Good Ldc, Teras Style:
II
DRAWN BY:
DATE: 01-01-00
SCALE= N T
APPROVED:
W. P- K.
11
FIGO R E
a cr
ISHEET � OF 1'
a�
LEASING TRAILER -COLLEGE STATION TE..
ENG/NEER:
MITCHELL & MORGAN, L.L.P.
511 UNII TY DRIVE E., TE 204
COLLEGE STATION, TEXAS 77840
(979) 260-6963
For Interm Review Only
These documents are not
intended for construction,
bidding, or permit purposes.
Prepared by:
Veronica J.B. Morgan, P.E.
No. 77689
x111111111 �, . I
WILL lla IS AD011910M
awl
of
Sw
ST
SWPP
VICINITY MAP
NTS
kyj
INDEX OF -SHEETS
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f �� '� • c�oc� c
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- SITE PLAN
- B/CS STANDARD SIDEWALK DETAILS
- B/CS STANDARD STREET DETAILS
- B/CS STANDARD SWPP DETAILS
OWNER:
CAPSTONE - CS, LLC
43 1 OFFICE PARK DRIVE
35223
I
PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE AF'PROX.
200' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23
tM,urwur;s aar:rrxax
SITE PLAN NOTES:
1. Name of Project: Cottages of Come Station Leasing Trailer
2. Address: r0000000000c Holleman Drive, College Station, Tx
3. Owner. CAPSTONE -CS, LLC
431 OFFICE PARK DRIVE
BIRMINGHAM, AL 35223
(205) 414-6455
4. Engineer_ Mitchell & Morgan, LLP.
511 University Drive East, Suite 204-
College
04College Station, Texas 77840
(979) 260-6963
5. Zoning: PDD
6. Existing Use: Undeveloped -Vacant Proposed Use: Temporary
Leasing Trailer
7. Setbacks: Per City of College Station Ordinances
B. Site Area: xx acres
9. Water Demands (Per Unit) : Min.= 0 gpm, Avg: .07 gpm, Peak=
0.13 gpm
10. Sanitary Demands: 400 GPD Max., Min= 0 GPD, Avg. = 100 GPD
(Per Unit)
This site does lie within the 100 -year floodplain boundary per FEMA's
Flood Insurance Rate Mop panel 48041 CO182 C. Effective date: July 2,
1992.
PARKING REQUIREMENTS
1316 SQFT BDLG./250 = 6 Parking Spaces Required
= 18 Parking Spaces Provided
Handicap Parking:
Per Table 2 Section 4.1.2 of TAS
for 1-25 needs 1 Spaces
18 Total
1 N.C. Spatxe Rogtdmd
v
A
1\
w
Et my NMML tW SWIM
A-0
U NET R/C o 991-1EIo IEnEFLS,
siTe9s r�+sRaPEs a trraalT
EWE EuacaiaM
1 2' VAN
Pis
AWL SO •VAN SPACE QLY
ONLY
R 7-I/t =11P.
2
POST
SLOPE --n- F -1/t EXP. AET
t'-6'
(all
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 O 1-800-344-8377
b. Contact Richard Wallace O Verizon 821-4752
h. Contact Gilbert Ramirez O CSU (ELectrical) 764-6255
i. Contact Butch Willis O CSU (Water/Wastewater) 764-3660
2. All construction shall be in accordance with the current City of College Station (C.S.) Standard Specifications for Street
Construction, B/CS Unwed Technical Specifications, Water and Sewer and Generals, 2008, and BCS Untried 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 engineers time spent reviewing changes and redesigning
based on contractors requests.
4. Trench Safety Requirements shall be in accordance with O.S.HA Standard 29 CFR Part 1926 Subpart P and ail federal, state
and local regulations.
5. TRENCHING AND BACKFIWNG: All trenching and backfilling shall conform to the specifications set out herein. Testing shall be
provided by a certified laboratory, at the Owners 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.
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 shop be both furnished and installed unless 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, Force Main, etc.
12. The contractor shall coordinate with Atmos, Suddenlink Communications, BTU, CSU, and Verizon to adjust the location of
existing facilities.
13. The contractor is responsible for traffic control. This is not a separate pay item.
14. Temporary spoil areas will be identified on site by owner.
15. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not to be visible from any
public right-of-way or residential district within 150' of the subject lot, measured from a point five feet above grade. Such
screening shall be coordinated with the building architecture and scale to maintain a unwed appearance.
16. Exterior Building and site lighting will meet the standards of Section 7.10 of the Unified Development Ordinance. The right
source shall not project below an opaque housing and no fixture shall directly project light horizontally. Fixtures will be mounted in
such a manner that the projected cone of light does not cross any property line.
17. Parking shown is for informational purposes only. The trailer and parking area is temporary in nature and will not be striped.
-1-- GRADE TO DRAIN
A19
I� Il�ics�
IIIII �Ii IIII
IMAM CIE SO PER WCAl. CIMMCE
9NAU nm vaim Pme N
CESMIM11ACCEME SPACES NOT
rfai�
STORM WATER
POLLUTION PREVENTION
GENERAL• 3.
I,: PUITM 03 Sep 2W - 1W pm
1. All co' tractor vehicles, including employee's vehicles, shall park within the
project si a to minimize traffic on the public streets adjacent to the work site
entrance. pontractor will provide sufficient parking areas to accommodate his
vehicles. y areas disturbed or destroyed by vehicular parking will be repaired
to origins condition prior to completion of project.
2. Contractors shall ensure that no dirt from the project accumulates in the existing
streets. If', dirt or debris from the project site accumulates on adjacent streets, the
contractor, shall immediately clean those areas.
3. Cantr6ctor shall place erosion control protection at appropriate downstream
locations .a minimize silt and debris from leaving the construction site and
entering tie drainage system.
4. If required on the plans, the contractor shall maintain a vehicle wash down area of
sufficient size and in a location to facilitate cleaning his vehicles prior to leaving the
work site.
5. Once vegetation is well established contractor is responsible for removing all
temporary erosion control measures (i.e. silt fences, rock check dams, etc.)
6. Structural controls shall be installed as soon after clearing as practical and
maintainers in good working order until the site is stabilized.
7. Alternate structural controls may be utilized if approved by Engineer.
8. The contractor shall comply with the TCEQ STORM WATER DISCHARGE PROGRAM and
is responsible for completing and filing the appropriate forms.
I/ \
GRAVEL PARKING D
CRUSHED LIMESTONE BASE MATERIAL
MITCHELL
Im
rv, 4__
MORGAN
TX Firm
F-1443
T.979.2
0.6963
F.979.2
0.3564
511 UNWERS
DRIVE EAST
SU
204
COLLEGE STAM
N. TX 77840
PLAN & DESIGN
SPECUIISTS IN
CML ENGINEERI-PM NGI
HYDROLOGY s U17
�+ HYDRAULICS
s STREEM
SIE PLANS s SUBDNISfONS
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CROSS SLOPE
2X MIN.
CROSS SLOPE W
CROSS SLOPE SIDEWALK z?
2iK to 4'/. 2X MAX - 11Z MIN-
7q
PAVEMENT CLWA �.
r
tC
W
V TYP. a
NOTE=
THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE
REQUIREMENTS - BERMS MAY BE REQUIRED
OUTSIDE OF THE SIDEWALK. X
ert
w �
a
STANDARDS
TAS
SIDEWALK SLOPE REQUIREMENTS
4'x4"x3/E" STRUCTURAL STEEL TUBING
O.C. -B' O.C. MAX
O.C.
CONNECTION
NOTES=
t. SIDEWALK PLACEMENT SHALL BE N ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES.
2. FINISH: LIGHT BROOM FINISH, JOINTS TO BE TOOLED T• DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDT)N- EXPANSION JOINTS
0 40' O.C..CONTRACTIOI JOINTS o 4' O.C.
3. DOWEL N AND TE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY. *LET BOX. CURB. JUNCTION BOX. ETC.)
WITH •3 x 12" BARS Q 12" O.C. OR 14 x 12" BARS Q 18" O.C.
4. COMPACTION: COMPACTED SUBGRADE MATERIA. COMPACTED TO A DENSITY AT LEAST 98x OF MAXIMUM DRY DENSITY AS
DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD)AND SHALL BE 0-4X WET OF THE OPTIMUM MOISTURE CONTENT
5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK.
SEAL WITH EXPANSION
JOINT MATERIA. SMOOTH DOWEL BAR p
V4'• R V2" 0 X 18".12" O.C. T
3/4" (COATED */HEAVY GREASE)
� 3•-0" MIN
5'-Dy�vARES-�
4.. 2'I. MAX.
RECYCLED MATERIAL. V2" SEE NOTE 4
THICK J.D.RUSMANSELL
.R'Z3'LONG METAL OR PLASTIC CAP. INSIDE
BY . RUSSELL CO. OR DIAMETER TO BE III" GREATER- THAN
APPROVED EQUAL DIAMETER OF DOWEL BAR. CAP MUST
BE LONG ENOUGH TO COVER 2 -OF '3 BARS a t2"-O.C.W.OIR STRENGTH=
CONCRETE
DOWEL AND HAVE STOP SO END OF •4 BARS M) 18" O.0 E.W. STRENGTH = MIN. psi
CAP IS 1- FROM END OF BAR. (4" THICK M*.)
SEE FINSFI NOTE
SIDEWALK EXPANSION
& CONSTRUMON JOINT
SWI -00 SAWED OR FORMED.
VB" TO 3/16" SEAL WITH EXPANSION
JOINT MATERIAL, MN.
000000 3/&'R
4..
T
SIDEWALK CONTRACTION JOINT
STRUCTURAL STEEL TUBING
. STEEL TUBING
�AL PEDESTRIANI - ,z" DIA BOLT
GUARDRAIL C0]VMC7Y0 AIL
GENERAL NOTES:
ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION
SHALL BE ADEQUATELY BLOCK SODDED OR HYOROMU.CHEO AND WATERED UNTIL GROWTH IS ESTABLISHED.
N DEVELOPED AREAS WHERE GRASS IS PRESENT. BACK SOD WILL BE REQUIRED. BARED AREAS SHALL
BE SEEDED OR SODDED WITHN 14 CALENDAR DAYS OF LAST DISTtRBANHCE.
APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED OU RING THE ENTRE TIME THAT EARTH HAS
BEEN BARED BY CONSTRUCTION AND SHALL STAY N PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS
ESTABLISHED AFTER CONSTRUCTION 1S COMPLETE AND THEN REMOVED BY CONTRACTOR.
ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAN.
LAYING COURSE
CONCRETE SIDEWALK
ALONG LOCAL STREETS
3'-0- MIN.
E- Zit MMX- I
SEE NOTE 4
•3 BARS a 12" E.W. 28-OAY CONCRETE
04 BARS O.C.E.W. STRENGTH - 3000 psi
(4" THICK MIN.)
E FINISH NOTE
NG MINOR CO QRS
AND LARGER N,
'ABLE
8'-0•1 vAARES ,
i
�-- 2x MAX.
SEE NOTE 4
SEE NOTE 3
28 -DAY CONCRETE
■3 BARS Q 12" W. STRENGTH - 3000 ps:
14 BARS 0 .C.E.W. (4- THICK MIN.)
E FINISH NOTE
L G MINOR CO ORS
AND LARGER
SWI -02
2_ ` 6��'I
r- -jr-1
" < W LANDING
I r'f 'I rr tl-
00:19
LANDING
I' 'I tl' rr-
v�o
4"AND USUAL
A.•:o4.a.+a . x'�r.
Its
0
• �t
4.29 OF THE TEXAS ACCESSIBILITY STANDARDS (TAS). THE
1. ALL SLOPES ARE
MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL
4•
**VARRS
STILL DRAIN PROPERLY
**VIRES t
INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED
VARIES NEENA/42RATETO
W
V
E
$ i0aSIDE
Nomitloi
so«4 EN OUALA
y' GREEN SPACE R
BE A 5' X 5' MINIMUM WITH A MAXIMUM 2X SLOPE N ANY
► _ ' s °, ° • SIDEWALKGSIDEWALK
Fl.
. ; S
I-10 SLOP
°' T!
3. ALIGN TRUNCATED DOMES N THE DIRECTION OF PEDESTRIAN
- : , c':e> ?;
•=
TRAVEL WHEN ENTERING THE STREET.
(TYPICAL)
'', VEHICULAR TRAVEL PATH.
4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE
4. MAXIMUM ALLOWABLE
WARN �E
J 1 .:
DETECTAM
VARIES
t )
12:1 . �•
L
SURFACE
'.
PROPERTY LINE
SURFACE
WOULD NOT W
PROPERTY LINE
\
A
DETECTABLE WARN SURFACES SHALL BE A MINIMUM OF 24" IN
5.OE
SURFACE 15 PLANTING
OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE
TRENCH ORATE MAY Y BE
APPROACHIS
SiANT1ALLY OBSTRUCTED. OTHERWISE. PROVE FLARED SIDES.
b
FROM WCITYTH � VAL
$
6. ADDITIONAL NFORMMATION
°
6. DETECTABLE WARN SURFACES SHALL BE LOCATED SO THAT THE
WHERE THERE 6 NO O
MAY BE FOUND N THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY
EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A
STANDARDS 47/
) AMID 16 TAC 668.102.
STORM SEWER SYSTEM
**23'tXrCURB RADUSI
21 S' (2W pIRB RADIUS) ' • °
° • °
7. TO SERVE AS
A PEDESTRIAN REFUGE AREA. THE MEDIAN 940MO BE A MINIUM
164r (25' CURB RADIUS) . °
•°><
OF 5' WIDE. MEDIANS
'P
OVER OR THROUGH
CROSS SLOPE NOT TO EXCEED
2x OR RHE LESS THAN )X ON ANY**23'(l0'CURB
POISON OF RAMP OR TRANSITION \ 3 W
7, ACCEPTABLE PAVER MATERIA. SHALL BE CLAY.VITRIFIED
RADIUS)
2LW (20' CURB RADIUS)
POLYMER COMPOSITE. PRECAST POLYMER CONCRETE.
TO STREET
NSIOrNS. CROSSWALK MARKINGS AMID STOP BAR LOCATIONS SHALL BE
*.S't25'CUR8 RAOIUS)
AS SHOWN EL
- ;
MARKINGS ARE
FIO T REQUIRED. CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL
CROSSWALKS. OR
` n �•
� CROSS SLOPE NOT TO E e.
►.
ES THAT COM PLY WITH TAS MAY REMAIN N PLACE UNLESS
2x OR BE LESS THIN )x
PORTION OF RAMP OR °
OTHERWISE
IWN ON THE PLANS.
,-..
O. HANDRA.S
TO STREET
ON ACCESSIBLE
5' 3'
8'
RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER
ELEMENTS WIT
; PREMOLD OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED
BY THE ENGIN
150metfic Vieux
' 'SIDEWALK AMBULATORY
12. PROVIDE ATH
8' S EWALK AMBULATORY
S EWALK DRAINAGE
P AT STREET INTERSECTION
P AT STREET INrTERSECTION
TRENCH GRATE
ST3-0
1.
ST3-00
SW3-01
*CROSS SLOPE NOT TO EXCEED
*CROSS SLOPE NOT TO EXCEED
*CROSS SLOPE NOT TO EXCEED
X OR BE LESS THAN )x ON ANY
TION OF RAMP OR TRANSITION
2X OR BE LESS THAN SX ON ANY
PORTION OF RAMP OR TRANSITION
2X OR BE LESS THAN SX ON ANY
PORTION OF RAMP OR TRANSITION
TREET
TO STREET
0 STREET
pip
y
q�,
<�g N
ryy 4 -
Y
PROF
LEPROPERT
LRT
A
LE TECCTE
/ DETECTABLE
TE�
TEE,011TECTABLE
, _DETECTABLE
- 8'SIDE SURFACE
SURFACE ��
--� SURFACE��
:..
6' SIDEWALK ` ':
ot2rzi ),', .
5' SIDEWALK ' -�-
1:12
SLOPE
3. EXPANSION JT. 6
SMOOTH DOWEL EL BBAATR.
g• EXPANSION JT.I
SMOOTH DOE
EXPANSION JT. &
WITH
CAP Q 12- O.C.
8 TH DOWEL BAR.
•• DIA. X 16". WITH
BACK (COATED W HEAVY
OF CURB 6` moi• GREASE)
CURB 6' MAH. SASE) W/HEAVY
6' MIN. C 12" O.C.
(CSO WIHEAVY
8' SI AMBULATORY
6' SIDEWALK AMBULATORY RAMP
5'S AMBULATORY
A TREET INTERSECTION & D
S
AT STREET INTERSECTION & DRIVES
AYfTREET INTERSECTION & DRIVN
SW3-
3
SW3-04
SW3-05
DETECTABLE
WARNING SURFACE
6•- MIN. FACE OF
O" MAX. CURB
TYPICAL PLACEMENT OF DETECTABLE WARNING
SURFACE ON LANDING AT STREET .EDGE
SW2-00
�oo
J. --'8
r 4- Max
f and Usual
N�E
Delectable warring surface
(Domes to run parallel to
pedestr'gn travel)
flare
6" min \- Face of
O" am Curb
TYPICAL PLACEMENT OF DETECTABLE
ARNING SURFACE ON SLOPING RAMP RI
SW2-01
r- -jr-1
" < W LANDING
00:19
LANDING
PEDESTRIAN FACILITES
v�o
4"AND USUAL
A.•:o4.a.+a . x'�r.
Its
6•- MIN. FACE OF
O" MAX. CURB
TYPICAL PLACEMENT OF DETECTABLE WARNING
SURFACE ON LANDING AT STREET .EDGE
SW2-00
�oo
J. --'8
r 4- Max
f and Usual
N�E
Delectable warring surface
(Domes to run parallel to
pedestr'gn travel)
flare
6" min \- Face of
O" am Curb
TYPICAL PLACEMENT OF DETECTABLE
ARNING SURFACE ON SLOPING RAMP RI
SW2-01
(TYPICAL) CRAMP WIDTH tTYPICAU + Curb of
(TYPICAL)
TYPICAL AMBULATORY RAMP W/
FI ARM WINGS
GENERAL NOTES FOR
DETECTABLE WARNS
LANDING
PEDESTRIAN FACILITES
v�o
GENERA- NOTES
0
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 DRAIN PROPERLY
SHOtR,O BE USED. ADJUST CURB RAMP LENGTH OR GRADE
INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED
OF APPROACH
W
V
E
$ i0aSIDE
CONCRETE, UNLESS SPECIFIED ELSEWHERE N THE PLANS.
2. LANDINGS SHALL.
BE A 5' X 5' MINIMUM WITH A MAXIMUM 2X SLOPE N ANY
2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND
Fl.
--
I-10 SLOP
N
3. ALIGN TRUNCATED DOMES N THE DIRECTION OF PEDESTRIAN
4'X W WHOLL1f
•=
TRAVEL WHEN ENTERING THE STREET.
(TYPICAL)
(TYPICAL) CRAMP WIDTH tTYPICAU + Curb of
(TYPICAL)
TYPICAL AMBULATORY RAMP W/
FI ARM WINGS
GENERAL NOTES FOR
DETECTABLE WARNS
PEDESTRIAN FACILITES
1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THAI
GENERA- 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 DRAIN PROPERLY
SHOtR,O BE USED. ADJUST CURB RAMP LENGTH OR GRADE
INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED
OF APPROACH
SIDEWALKS AS DIRECTED.
DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED
CONCRETE, UNLESS SPECIFIED ELSEWHERE N THE PLANS.
2. LANDINGS SHALL.
BE A 5' X 5' MINIMUM WITH A MAXIMUM 2X SLOPE N ANY
2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND
DIRECTION.
NOT ALLOW WATER TO ACCUMULATE.
3. MANEUVERING SPACE
AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIUM OF
3. ALIGN TRUNCATED DOMES N THE DIRECTION OF PEDESTRIAN
4'X W WHOLL1f
CONTAINED WITHN THE CROSSWALK AND WHOLLY OUTSIDE
TRAVEL WHEN ENTERING THE STREET.
THE PARALLEL
'', VEHICULAR TRAVEL PATH.
4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE
4. MAXIMUM ALLOWABLE
CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 27.
APPROXIMATE LOCATION FOR THE DETECABLE WARNING
SURFACE FOR EACH CURB RAMP TYPE.
5. CURB RAMPS WITH
RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS
WOULD NOT W
RMALLY WALK ACROSS THE RAH EITHER BECAUSE THE ADJACENT
A
DETECTABLE WARN SURFACES SHALL BE A MINIMUM OF 24" IN
5.OE
SURFACE 15 PLANTING
OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE
(ETECPTH THE DIRECTION OF PEDESTRIAN TRAVELI AND EXTEND THE
APPROACHIS
SiANT1ALLY OBSTRUCTED. OTHERWISE. PROVE FLARED SIDES.
FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE
PEDESTRIAN ACCESS ROUTE ENTERS THE STREET.
6. ADDITIONAL NFORMMATION
ON CURB RAMP LOCATION. DESIGN. LIGHT RELECTIVE VALUE
6. DETECTABLE WARN SURFACES SHALL BE LOCATED SO THAT THE
AND TEXTURE
MAY BE FOUND N THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY
EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A
STANDARDS 47/
) AMID 16 TAC 668.102.
MAXIMUM OF *-FROM THE EXTENSION OF THE FACE OF CURB.
DETECTABLE WARNING SURFACES MAY BE CURVED RANG THE
7. TO SERVE AS
A PEDESTRIAN REFUGE AREA. THE MEDIAN 940MO BE A MINIUM
CORNER RADIUS.
OF 5' WIDE. MEDIANS
SHOULD BE DESIGNED TO PROVE ACCESSIBLE PASSAGE
OVER OR THROUGH
THEM.
7, ACCEPTABLE PAVER MATERIA. SHALL BE CLAY.VITRIFIED
IME
POLYMER COMPOSITE. PRECAST POLYMER CONCRETE.
8. CROSSWALK D
NSIOrNS. CROSSWALK MARKINGS AMID STOP BAR LOCATIONS SHALL BE
AND CONCRETE.
AS SHOWN EL
RE N THE PIANS. AT INTERSECTIONS WHERE CROSSWALK
MARKINGS ARE
FIO T REQUIRED. CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL
CROSSWALKS. OR
AS DIRECTED BY THE ENGINEER.
9. EXISTING FEAT
ES THAT COM PLY WITH TAS MAY REMAIN N PLACE UNLESS
OTHERWISE
IWN ON THE PLANS.
O. HANDRA.S
NOT REQUIRED ON CURB RAM'S. PROVIDE CURB RAMPS WHEREVER
ON ACCESSIBLE
ROUTE CROSSES (PENETRATES)A CURB,
it. SEPARATE CURB
RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER
ELEMENTS WIT
; PREMOLD OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED
BY THE ENGIN
R.
12. PROVIDE ATH
TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET.
13. FLARE SLOPE
SHALL NOT EXCEED OX MEASURED RANG CURB LINE.
I I 1
T�
2*1- : -T _
2
0000 r d'' Lardeg
s 0000 TT aU
..
lich Detectable war.r-'g
paver with trunco[ed
dome surface
4" Max
DETECTABLE WA MING PAVER Afand USuol
A A
o c
(Typca)e
\�Foce of
curb
TRUNCATED DOME PATT-ERN
CURB DAMP
DETECTABLE WARNING PAVER
SIDE I
(TYP)
GENERAL NOTES (PAVERS)
FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL
REQUIREMENTS OF ASTM C-936. C-33. LAY N A TWO BY TWO
UNIT BASKET WEAVE PATTERN OR AS DIRECTED.
LAY FULL-SIZE LINTS FIRST FOLLOWED BY CLOSURE UNITS
CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT
DETECTABLE WARNING PAVER LINTS USING A POWER SAW.
NO.3 REBAR AROUND PAVER INSET
TRT SIDE P R WITH
ITNAPP_
1 t r r-CONTRU. ,SIT PERMISSIBLE TO
W ab
No.3 RE AT
18" (MAX. ON -CI
BOTH WATS
4 f�f�i� iiJ
YIN. 4"
SECI70NA A
SW2-03
U
H
u
CITY OF BRYAN
The Good Life, Tc�, -as swe:
DRAWN BY: C.L.M.)
DATE: 01-01-09
SCALE: N T S
APPROVED: W. P. K.
FIGUi E
I
I�
SHEET 1 0F 1
V8" R SEAL WITH JOINT MATERIAL
6" III.
-7
METAL KEY WAY PLATE DEFORMED TI: BARS
*4 X 18".18" O.C.
TYPE 111)"
LONGITUDINAL JOINT
TRANSVERSE REINFORCEMENT-
* 4 BARS AT 18- C. TO C.
LONGITUDINAL JOINTS SHALL BE REQUIRED ONLY ON THECENTERLINE OF HE PAVEMENT & N INTERSECTIONS A5 DETAILED
ZLONGITUDNAL REWORCEMENT= i 40' SIE 40' 40' �I
C. TO C.
TYPE -D" JOINT
04 BARS AT t$- C. TO C.
TANGENTSEM0NS
TYPICAL JOINT & REINFORCEMENT LAYOUT
FOR CONCRETE PAVEMENT
SMOOTH DOWEL BAR
3/4•' 0 X 18.12" O.C.
(COATED W/HEAVY GREASE)
5-V2-
_� 3/4" °
7/8-
p 6-
/ -OE
r6- MIN.
7 1-518-
—3- LONG METAL OR PLASTIC CAP 3/4••
THAN ER TODD V16WATER 3••
CAP IS ` MND �� 2°F METAL KEY WAY PLATE
CAP B P FROM T
TYPE "G"
EXPANSION & CONSTRUCTION JOINT
TO BE SPACED AT 40• INTERVALS & ALL RADIUS POINTS. P.C.'S. P.T.'S. & OPPOSITE PA'S.
& ON ALL HORIZONTAL & VERTICAL CURVES
SAWED OR FORMED. SEAL
WITH JOINT MATERIAL.
SEALING NOT REO'D N CURBS.
3/8- R r 1/8" TO 3/16"
3/4"
*4 BARS. 16" O.C.E.W.
TYPE 11B11
CONTRACTION JOINT
TRANSVERSE JOINTS SHALL BE SPACED 15" CENTER TO CENTER
TYPE "G" JOINT AT ALL
RADIUS POINTS AND
MAX. DISTANCE OF
300'ON TANGENTS
BACK OF CURB
NOTE:
EXPANSION JOINTS AS SHOWN AND AT
EACH RADIUS PONT. CURB EXPANSION
JOINTS SHALL BE AT 60' CENTERS. CURD
CONTROL JOINTS SHALL BE AT IO'CENTERS.
, LONGITUDINAL JT. 0 90-
TO CHORD OF RADIUS. (TYP.)
TYPE "G- JOINT AT FUTURE
EXTENSION OR AT PROP.
WORK (TYP.)
TYPICAL JOINT LAYOUT AT
CONCRETE INTERSECTION
GENERAL NOTES:
ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER
HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY
BOCK SODDED OR HYOROMULCHED AND WATERED UNTIL
GROWTH IS ESTABLISHED. N DEVELOPED AREAS WHERE GRASS
IS PRESENT, BLOC{ SOD WILL B 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
CONSTRUCTION AND SHALL STAY N PLACE UNTIL ACCEPTABLE
VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS
COMPLETE AND THEN REMOVED BY CONTRACTOR.
ALL EROSION( CONTROL MEASURES SHOULD 8E CLEANED OF
SILT AFTER EVERY RAN.
ST3-00
TYPE 'G- EXPANSION EXISTING CURB & GUTTER IE
NTUM,
COLLECTOR
JOINT. ELEV.+ TO REMOVED KEEP 6" RISE TO TYPE -G- EXP
PROPERTY LINE
ELEV.=3- MATCH � � I �+ .MaNT, ELEV.
T
CURB RETURN RADIUS - 2' t, IF THERE (S
CURB RETURN RADIUS - 2 -
A VALLEY
"IEP INC GUTTER 2,TIC ELEV.-
KEEP 6' RISE TO EXISP'
-jrryR I
4 B RETURN RADIUS i'-6- GUTTER. THE
AT
TRANSITION W
4 � CURB RETURN RADIUS P -6 -
R
MATCH PROPERTY LIE EXISTS PVMT.
O O CROWN V
LEY GUTTER O
EXISTING GUT
y AC E ROUTE t4• MIR.! TO FULL CROWN
N 50'. z C ACCESSIBLE ROUTE {4• MN
MANSION
' 2• >W� -- ----- -
-
EXISTING 4••
( ) 2. TYPE "G' E
O �N4} tE CURB GUTTER
JOINTS n0 tOPTONA!)
SHALL BE O
I
PVMT.
N
A
RISE=E
- - -- - - EXISTING BASE 3
6' SPACED A
MAX, DISTANCE NOTE
M AY APRON SHALL 4'
APAPOIRT.P.
OF 40'RADIUS
AT ALL
-DAY CONCRETE STRENGTH
RAI(MUS POINTS.
P,T_'S & P,C.'S
3" RISE DRIVEWAY APRON SHALL BE 4- DEFORMED TE BAR -3000 pSi) W/*4 BARS 0 18-
1 %�" TYPE '13- CONTRACTION
EXISTING 04 X 18" O.C. O.C.E.W. ASPHALT APRONS W/O
{28 -DAY CONCRETES
TYPE -0- LONGITUDINAL JOINTS N CURB
& GUTTER L
01111- CURB AND GUTTER SHALL BE
BASE ■3000 Psi) W/14 BARS 018' FOR TE TO E
OPEN
ALLOWSTS
Ii SHALL B SPiEED
DISTANCE OF
AT A MAX, i
I10' APART.
DEFORMED TE BAR .E,W. ASPHALT APRONS W/O TO CONCRETE HENT
AND GUTTER -SHALL BE ONLY TIONS ONLY.
SEMONAA 3. 2r. MAX SLOPE.
SEMONA A
; x t8' O.C. FOR T� ALLg OPEN DITCHED4.
TO CONCRETE TO CTIONA A
5' MN TRANSITION
TO LAY
iE
STE CTIONS ONLY.
CONCRETE PAVEMENT
SLOPING AWAY FROM INTEINTERSECTIONTERSECT GOWN CURB BEGIN
AT P.T. SLOPING TOWARD INTERSECTION
ONLY.
SECMIONA A
SIDE STRE�T
WIDTH
U=LAYDOWN(
A TYPE 'G' EXPANSION JOINT
PROPERTY LIE
6" THICK CONCRETE
MAINTAIN 2X MAX
E: RAMPSO
NOTE= RAMS ONLY WHEN
(28 DAY STRENGTH ■ 3500 PSq
W/*4 BARS AT 18- O.C.E.W.
PONT CROSS SLOPE
THE SLOPE IS - --------
DOWEL INTO EXISTING SIDEWALK
W/6" LSSB TO 2' BEYOND B.O.C.
CURVATURE
GREATER THAN 1:20
- IES) — W/1e4 BARS 0 18" O.C.
or
RAMPS SHALL COMPLY WITH
BACK CURB
TAS REODUREMENTS RETURN CURB TO HAVE
,+.I
A ROLL FACE DIMINISHING
EXPANSION JT. &1
25' RAD. (MN.)
AT RADIUS PONT
SMOOTH DOWEL BAR.
SIDEWALK a>
11/2-0 X *- . WITH �
' TYPE -0-
- - -�T{-�
'
CAP 0 12- O.C. I
L�ITU NAI.
ACCESSIBLE RAMP
(MIN.) BACK OF CURB
(COATED W/HEAVY GREASE)
JOINT
(SEE RAMP DETAIL)
-
------------
----------
ACCESSIBLE ROUTE
NEAT SAW CUT NEAT I AT SAW CUT
- - - - - - - -- --- -i
--------
SAW CUT A IE- 1'
/EXISTING
i
PONT OF
ii
TANGENCY
* MAINTAIN 2X OSS TYPE "G' EXPANSION JOINT CURB & GUTTER TO
- - - - - - • • • -t
► - - -
SLOPE. 5' TH. BE REMOVED. REPLACE STREET
SURFACING AS NEEDED.
A
EXPANSION JOINT (TYP.)
EXIST WALKS, (A MN.
StSi 1
C/'
OF HIND BACK DF CURB). RESIDENTIAL DRIVEWAY
EXPANSION JOINT dlT Mei► ERU11.
REMAIN N PLACE
REMOVED. SIDEWALK MAST
TTPICAL STET CONCRETE
APRON
ST2-
j ST2-
W �
W
F DWAY
TYPE -D- EXPANSION JOINT.
'G "
SMIi,
EE1�S ELEV.=T/C ELEV.+3"
CUR &
TYPE EXPANSION JOINT
t.>+' t-SLOPE�R
6U'RTEIR T
REMOVED KEEP 6" RISE TO i
PROPERTY LINE
I APPROX.12"
ORIVEW WIDTH
ppFF PROPERTY LINE - - -
&?TER
- -
EXISTa
AINAtiE CULVERT
EXISTING PVMT,
�3 W� (
VAf S
t ' OA RCP PIPE!
' : 6" * MAINTAIN 2MAX
RETURN CURB O HAVE
ARpLL FACE TOIAIIBING
A
- ---- - � SLOPE
AT RADIUS PONT.
A PROPERTY
- ---
T
LINETYPE
1�N-�
"0' AMBULATORY RAMP
NOTE - - - -'�— -
EXISTING BASE 25' MIN. R. R
DRIVEWAY APRON SHALL
LON�Nt�INAI SLOPE 1:12 MAX.
t. LENGTH OF DRAINAGE PIPE F - - -'
DEFORMED TE BAR 6' t2$ -DAY CONCRETE -
�
RESIDENTIAL DRIVES HS 36'
04 X t8- O.C. STRENGTH • 3000 psi) W/04 - - - - - - - -
- - - - - -
& 20' MN.EDGE PVM1'.
- O.C.E.W. ASPHALT SIDEWALK
FOR TYING NEW BARS 0 iAL
CAU(. T
CONCRETE TO EXISTING APRONS W/O CURB & GUTTER - - - - - - - - - -
- - - - - -
- - - - - - - -
2. ALL DRIVEWAY PIPES FIN
CONCRETE PAVEMENT SHALL BE ALLOWED ON OPEN
NEAT
NEAT
ROW MUST HAVE TE
SLOPED END SE rt STREET
ONLY DITCHED STREET SECTIONS
ONLY. SAW CUT _
- SAW CUT
(6-1 SLOPE) VED
��
EQUAL.
SECHONA A
I DRIVEWAY CE
t• TYPE -0'
MEATEXISTING GUTTER TO
EXPANSION JOINT
EXPANSIONBE
SAW REMOVED- REPLACE STREET
AS NEEDEDST2-
WITH CULVERTSURFACING
COMMERCIAL
DRIVEWAY
-T2-03'
FS
FLEX BASE
EXISTING
VEL STREET
C <z!ko
STABILIZED
FLEX BASE
6"
PIR
o•-' o p
12' �-
SEE BEDDING DETAL FOR
APPROPRIATE PIPE TYPE
OPEN CUT \
GRAVEL STREET
ST
* MN. 6" HMAC
(TYPE C OR 0)
EXISTING SEAL
HMAC
COMPACTED CEMENT12- �'
STABILIZED SAND REFER TO HMAC SPECIFICATION
a. ^; FOR LFT AND COMPACTION
REQUIREMENTS
SEE BEDDING RETAIL FOR
TE PIPE TYPE
UNDISTURBED SOL --"-
AS
O CUT SEAL COAT
O Y STREET
NOTES-
1. RURAL SECTIONS WILL NOT REQUIRE *•
EASEMENTS PARALLEL TO ROW WITHIN
CTY LIMITS.
2. Fa.LOWE COUW% SPECS ANCDT STAN
16' UTILITY
EASEMENT
EE NOTE V
z
U111115PHALTIC
CONC. PVMT.
04 BARS. 18- 0
L •5 E ARS. 116' LG..
(8'N ST. PVMT.). 0 1$- D.C.
EXISTI�; C L� 6 /
STREET
- 28 -DAY CONCRETE
STRENGTH- 3550y(0 Psi
COISY(TPABi.HZEO SANDT
r-- SAW CUlooloo
6"
DIST SOH L `I ` DETAL FOR
ATE PIPE TYPE
II V��AMS 11
+AUT
CONCRETE S
ST4-+
�, t6
I' 14' 16' UTILITY
to EASEMENT
w(SEE NOTE 11
a
= Q
STD. RIDBON CURB a
� o
1/2" T. SLOPE -► s
MN. 4- HMAC BASE •^•
OR 6" CRUSHED 6- D STABILIZED SNIBCRADE
LIMESTONE BASE. t98X ST TM D-698 AT
A MOISTURE CON EN 0 AND
-4X OF OPTIMUM
ROAD RIBBON CURB SECTION
TOTES: TES=
i ALL SUDGRAADES SHALL BE STABILIZED. 5. REFER TO B/CS UNC IFIED DESIGN GUIDELINE MAN UAL FOR R TO B/CS UNIFIED DESIGN GUIDELINE MANN. FOR 2. COLLECTOR STREETS WILL BE REQUIRED TO USE
OR SIUB(X2IMDES WITH Ppi5 AiD X PASSING THE 1200 ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. AC RIGHT OF WAY AND PAVEMENT WIDTH. REINFORCED CONCRETE (28 DAY STRENGTH -3 ).
> 35X. USE LIE STABL IZATKXN. 6. COLLECTOR STREETS WILL BE REQUIRED TO
3. FOR !=04,
ES WITH PK15 AND X PASSING THE ■200 BASE OR 8' CRUSHED LIMESTONE BASE IZED
SIEVE < 35X. RTLAND CEMENT STABILIZATION. SUBGRADE N ACCORDANCE WITH T UNIFIED DESIGN
4. SIDEWALK PLACE S WITH EACH LOCATION AND GUIDELINE MANUAL OR AS BY diY ENGINEER. VARIABLE R -o -W (SEE NOTE 11
WILL BE DETERMINED BY ER.
j- VARIABLE R -O -W t E 5) _) E SIC TO B/C (SEE NOT
Q V B/C C tSEE NOTE 5) UP
MONOLITHIC CURB
SEE 5'CONCRETE 2" HOT MUX STO.CURB & GUTTER SEE 4'CONCRETE ( SEE 5! CONCRETE 6- REINFORCED CONCtE SEE 4'CONCRETE
SIDEWALK' SIDEWALK DETAIL CONCRET NT SIDEWALK DETAIL ( I SIDEWALK DETAIL 128 DAYSTRENGTH=3 I "p",ONT SIDEWALK DETAIL
3 ---• 3X S1. --•
MN. 4- HIM BASE LIpT OF ■4 BARS 018- O.C.E.W. 6" COMPACTED STABILIZED AOE t98X STANDARD
LILT OF NT-� 2' OR 6" CRUSHED LIMESTONE 6- COMPACTED ST BGRADE t98X STANDARD MEASURE Y (MID SLAB) I ASTM 0-698 AT A MOISTURE C T BETWEEN
FOR EXCAVATION BASE (95X MOO. ASTM -01557) ASTM 0-698 AT A MOIST TENT BETWEEN O AND •4X OF OPTS")
STABILIZATION {LOCAL STREETS) O AND •4X OF QPTO". E ON &
TYPICAL STREET SECTION 1ZATION. TYPICAL STREET SECTION
A.SPBALUCCONCRMEPAVF:MLNT ST - R1:ItvpORCEUGONCREIEP.4VEMEVT ST
CITY OF BRYAN
The Good bTe, To6s Sl
y1e."
DRAWN BY: C.L.M.j�
DATE: 01-01-09
SCALE: N T S
APPROVED: W_ p,
FIGURE
SHEET 1 110F 1
NTUM,
COLLECTOR
SECTION
PAVEMENT
24
WIDTH
RAW WIDTH
70
100
NOTES-
1. RURAL SECTIONS WILL NOT REQUIRE *•
EASEMENTS PARALLEL TO ROW WITHIN
CTY LIMITS.
2. Fa.LOWE COUW% SPECS ANCDT STAN
16' UTILITY
EASEMENT
EE NOTE V
z
U111115PHALTIC
CONC. PVMT.
04 BARS. 18- 0
L •5 E ARS. 116' LG..
(8'N ST. PVMT.). 0 1$- D.C.
EXISTI�; C L� 6 /
STREET
- 28 -DAY CONCRETE
STRENGTH- 3550y(0 Psi
COISY(TPABi.HZEO SANDT
r-- SAW CUlooloo
6"
DIST SOH L `I ` DETAL FOR
ATE PIPE TYPE
II V��AMS 11
+AUT
CONCRETE S
ST4-+
�, t6
I' 14' 16' UTILITY
to EASEMENT
w(SEE NOTE 11
a
= Q
STD. RIDBON CURB a
� o
1/2" T. SLOPE -► s
MN. 4- HMAC BASE •^•
OR 6" CRUSHED 6- D STABILIZED SNIBCRADE
LIMESTONE BASE. t98X ST TM D-698 AT
A MOISTURE CON EN 0 AND
-4X OF OPTIMUM
ROAD RIBBON CURB SECTION
TOTES: TES=
i ALL SUDGRAADES SHALL BE STABILIZED. 5. REFER TO B/CS UNC IFIED DESIGN GUIDELINE MAN UAL FOR R TO B/CS UNIFIED DESIGN GUIDELINE MANN. FOR 2. COLLECTOR STREETS WILL BE REQUIRED TO USE
OR SIUB(X2IMDES WITH Ppi5 AiD X PASSING THE 1200 ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. AC RIGHT OF WAY AND PAVEMENT WIDTH. REINFORCED CONCRETE (28 DAY STRENGTH -3 ).
> 35X. USE LIE STABL IZATKXN. 6. COLLECTOR STREETS WILL BE REQUIRED TO
3. FOR !=04,
ES WITH PK15 AND X PASSING THE ■200 BASE OR 8' CRUSHED LIMESTONE BASE IZED
SIEVE < 35X. RTLAND CEMENT STABILIZATION. SUBGRADE N ACCORDANCE WITH T UNIFIED DESIGN
4. SIDEWALK PLACE S WITH EACH LOCATION AND GUIDELINE MANUAL OR AS BY diY ENGINEER. VARIABLE R -o -W (SEE NOTE 11
WILL BE DETERMINED BY ER.
j- VARIABLE R -O -W t E 5) _) E SIC TO B/C (SEE NOT
Q V B/C C tSEE NOTE 5) UP
MONOLITHIC CURB
SEE 5'CONCRETE 2" HOT MUX STO.CURB & GUTTER SEE 4'CONCRETE ( SEE 5! CONCRETE 6- REINFORCED CONCtE SEE 4'CONCRETE
SIDEWALK' SIDEWALK DETAIL CONCRET NT SIDEWALK DETAIL ( I SIDEWALK DETAIL 128 DAYSTRENGTH=3 I "p",ONT SIDEWALK DETAIL
3 ---• 3X S1. --•
MN. 4- HIM BASE LIpT OF ■4 BARS 018- O.C.E.W. 6" COMPACTED STABILIZED AOE t98X STANDARD
LILT OF NT-� 2' OR 6" CRUSHED LIMESTONE 6- COMPACTED ST BGRADE t98X STANDARD MEASURE Y (MID SLAB) I ASTM 0-698 AT A MOISTURE C T BETWEEN
FOR EXCAVATION BASE (95X MOO. ASTM -01557) ASTM 0-698 AT A MOIST TENT BETWEEN O AND •4X OF OPTS")
STABILIZATION {LOCAL STREETS) O AND •4X OF QPTO". E ON &
TYPICAL STREET SECTION 1ZATION. TYPICAL STREET SECTION
A.SPBALUCCONCRMEPAVF:MLNT ST - R1:ItvpORCEUGONCREIEP.4VEMEVT ST
CITY OF BRYAN
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DRAWN BY: C.L.M.j�
DATE: 01-01-09
SCALE: N T S
APPROVED: W_ p,
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Scale:
1 inch a 100 feet
s
8900/148 t I I[ HECTOR &BLANCA AREGULLIN
i 4562 ROCK PRAIRIE RD W
i I I i COLLEGE STATION, TX
MATCH LINE SHEET 2 i I 77845
MATCH LINE
` Eutu re SHEET 3
d m I i
Lot 1 00 ��° IIS
rt r BIOck 1 w wl TI I�1F CAPST0�1E-CS,I_LC IIS QUAIL RUN ESTATES #2 l
20' WATER LINE I I LOT 4, BLOCK 4
19.65 ACRES '� � ,
Rem 120.76 Acres EASEMENT, 1114/347 III 1.03 ACRES
N M I� I ; JAMES & KARLA HALL
' � bol "n 8900/148 I 9775 N DOWLING RD
I z z I I COLLEGE STATION TX
# 10_ `� �� i I ; 77845-6296
Ito
�, �U t re I I } QUAIL TES #
I RUN ESTA
4.
s 2 pry°` u 3 BLOCK 4
., I LOT 2
i
2 ti ACRES
moo` »f ( ° / � � O t 3 I I + 1 03
MICHAEL &LORI JACOX
�4 �
Block 1 I I i 2002 SPRING CREEK
I I
I J �/ o°o ♦ ♦ 9.8 2 II IlI i
COLLEGa
E _
STATION,
TxLOt Z ACRES 77845-4605o0
BIOC
L29 L33/R_NC 54.408 ACRES ( 20'34E-/
t � LQUAIL RUN ESTATES #2
LOT 1 LOT 2, BLOCK 4MI ♦ 1.03 ACRES
I
II
BLOCK 1 ♦ I i BLANCA PI
2818 PLACE LP. I NI NALEZ
I� ( I B 9857
\ s I DOWLING RD
TWO LIVE OAK CENTER 1 0 °o0 10' ELECTRICAL I I } COLLEGE STATION, TX
3445 PEACHTREE RD NE, ( w ti� o EASEMENT, BTU I 77845-6298
wl � I � °
i
0� A`F` O! 6248/78
STE 1400 N22, `
ATLANTA, GA 30326 i �2`41v MI I� °° 46\�`� #
G�9'� ♦°° I I QUAIL RUN ESTATES #2
a 86, zI I N �� 'y \�- I ? i LOT 1, BLOCK 4
Foss i 1.04 ACRES
Iso
I RICHARD WARD
I 1502 QUAILS NEST
9i50' ♦ CIRCLE
\ \ ♦ III I COLLEEGE GE STATION, TX
I l
\ 45-7100
s
I NE
II CAPSTONE-C
S 9LLC °�o°° d�F
.
o°IiI I
I A0007000 C
Rem. 120.76 Acres 46BURNETT101
L)
TRACT
CT\moo8900/148
;
4.59 ACRES
♦ R�\'y���- �ti���� / I I _ JOHNSON FAMILY
LIVING REV TRUST
-9915 N DOWLING RD
•5/,��� COLLEGE STATION, TX
I J/°� 77845-9101
I
Future \ \ � ��
roe/I � �
Lot 1 \ \
Block 1
19.65 ACRES
I rF, soo•
?�' A�°% y°� 20' WATER LINE /
-- S48'+1�5'S6"E 693.07 .g°�°`bc' �,- 9 o / EASEMENT, 1114/347
/
I _ 17 Public Utilit Easement S�.��5 �����-��c��,'�[8�,- ��o,���. R /
i I'5 / f
-_' Pu is dit Ea�meniF
N48'11 5'56"'N674.50'
674.50'
/ r
t / h,
I , w ,
w W `/ •° I
j
LOT 2
LEGEND
EXISTING PUBLIC UTILITY EASEMENT -
PROPOSED PUBLIC UTILITY EASEMENT -
PROPOSED PUBLIC ACCESS EASEMENT ----------------
100 YEAR FLOOD PLAIN LINE --------------------------------
PROPERTY LINE
LINE TABLE
CURVE TABLE
CURVE #
INE
LENGTH
DIRECTION
CHORD LENGTH
�1-4
14.23'
N 85'29'58" E
�1-5
20.77'
N 85'29'58" E
C3
LIS
27.17'
S 85'02'00" W
171.76'
L7
21.21'
N 83'34' 14" E
L8
19.49'
S 06'31'48" E
C6
1-9
21.75'
S 51'25'46" E
1[10
N 80'43'24" E
20.00'
N 51'25'46" W
- ------------
L11
20.00'
S 38o34'1 4" W
C8
12
21.19'
N 32'52135" E
113.42'
L13
10.31'
S 32052'35" W
L14
33.72'
S 29'44'31 " E
------��----
- - _
N48'14'40"W 1243.67'-
i 15
61.86'
S 71' 13'22" E
A015601 S MCGOWAN
16
35.59'
S 32'52'35" W
I I
L17
31.20'
S 29'25'58" W
` BLOCK 1
I BLOCK
& OLETA
L18
24.81'
N 38'35'27" W
IL
19
28.13'
S 51'30'03" E
Of i
L20
60.00'
S 38'29'57" W
L21
80.15'
N 51'30'03" W
lil
10060 N. DOWLING RD. I `
40.01'
S 51-30'0391 E
REAL ESTATE OFFICE
L27
3.98'
N - 62'44' 18" E
COLLEGE STATION, TX I p I
L28
27.68'
S 90'00'00" W
L29
104.60'
S 51'25'46." E
L30_ --1:04-60
N 51'2546"--. W
L31'
49.49'
�S 38'34'14" W
L32
79.99'
N 38'34' 14" E
X33
115.17'
S 51'25'46" E
1[34
92.17'
N 51'25'46" W
1138
20.00'
S 00'00'00" E
39
30.00'
N 51'25'46" W
L40
29.55'
N 51'2546" W
CURVE TABLE
CURVE #
LENGTH
I 20' ELECTRICAL
RADIUS
CHORD LENGTH
DIRECTION
C2
44.84'
840.00'
44.83'
S 51'37'46" E
C3
17.06'
- -
840.00'
171.76'
S 59'01'36" E
C5
163.46'
230.00'
160.04'
S 53'l 4'09" W
C6
283.93'
170.00'
252.06'
N 80'43'24" E
C7
129.16'
- ------------
230.00'
127.47'
N 67'31'00" W
C8
115.14'
192.00'
113.42'
N 20'25'26" E
C9
91.38'
252.00'
90.89'
S 13'37'58" W
;�
BLOCK 1 O I EXISTING 50' EXPLORER / ' 1
EXISTING CITY OF PAGE 3 0 F 3
2818 PLACE L`P.' . PIPELINE EASEMENT
RYAN 5'x28' GUY•u= :» " EXISTING CITY OF / Dowling Road i
0 LIVE OAK CENTER BRYAN 5'x28' GUY / (Variable Width ROW)
3 45 PEACHTREE RD NE wiRE EASEMENT -
- 273 42-0197 77845-9102
A&M SYSTEM BUILDING � _ j
1 i i
200 TECHNOLOGY WAY !
#2079THE �
f WOODLANDS
COLLEGE STATION, TX i
# PLAT 393/521,
77845-3424
z ,
f
STE 1400 <
I 20' ELECTRICAL
434/435 l
3 & LOT 2, BLOCK 1
WIRE EASEMENT / VOI P9 I
434/435 _ -- - -% I
OF COLLEGE STATION SUBDII//SlO
ATLANTA, °,GA 30326 '
EASEMENT (BTU)
10' UTILITY
EASEMENT
56.65 Acres FI NAL P
- -
SCALE: 1" = 100'
PREPARED
IND
430/46
FEBRUARY 2011
Brazos County,Texas
SURVEYOR:
OWNERS:
ENGINEER: BRAD KERR, RPLS
77
ROB HOWLAND, C.O.O.
MITCHELL & MORGAN, L.L.P. KERR SURVEYING
- ------------
-----------------77--
511 UNIVERSITY DR. E, STE. 204 505 CHURCH AVE.
"- ___ - ----"-
COLLEGE STATION, TX 77840 COLLEGE STATION, TX 71840
PHONE (979) 260-6963
---_- - -- -IT---
-----------
moo'- -------------_.-_ i
N48'24'12"W 496.23'
-®------
- - -----
(
------��----
- - _
N48'14'40"W 1243.67'-
----------------- __=_-_ -
A015601 S MCGOWAN
j LOT 8
I I
(ICL), TRACT 1
533.45 ACRES
` BLOCK 1
I BLOCK
& OLETA
' w
; o 3
f LOT 4
BLOCK 3
�LOT 8 '
BLOCK 3
TEXAS A&M UNIV.
PHILLIPS (LIFE EST)
I
Of i
i VIRGIL LEE MARKO
f LORETTA E. MOKRY
SYSTEM THE SYSTEM
3770 CEDAR RIDGE DR.
I
.
i PO BOX 10197
10060 N. DOWLING RD. I `
REAL ESTATE OFFICE
COLLEGE STATION, TX
77845 6
o (0
w `.
, COLLEGE STATION, TX
778
COLLEGE STATION, TX I p I
- 273 42-0197 77845-9102
A&M SYSTEM BUILDING � _ j
1 i i
200 TECHNOLOGY WAY !
#2079THE �
f WOODLANDS
COLLEGE STATION, TX i
# PLAT 393/521,
77845-3424
z ,
f
FINAL PLAT
LOT 1, BLOCK
3 & LOT 2, BLOCK 1
THE COTTAGES
OF COLLEGE STATION SUBDII//SlO
PHASE 1
56.65 Acres FI NAL P
T
SCALE: 1" = 100'
PREPARED
IND
COLLEGE STATION suBMITTEI
FEBRUARY 2011
Brazos County,Texas
SURVEYOR:
OWNERS:
ENGINEER: BRAD KERR, RPLS
ROB HOWLAND, C.O.O.
MITCHELL & MORGAN, L.L.P. KERR SURVEYING
CAPSTONE - CS, LLC
511 UNIVERSITY DR. E, STE. 204 505 CHURCH AVE.
431 OFFICE PARK DR.
BIRMINGHAM, ALABAMA 35223
COLLEGE STATION, TX 77840 COLLEGE STATION, TX 71840
PHONE (979) 260-6963
(979) 268-3195
t �•,� �. k w
r,F
i F
; APPROVAL OF PLANNING AND ZONING COMMISSION
Chairman of the Planning and Zoning Commission of the
1 inch = 200 feet € , ` € r City of College Station, Texas, hereby certify that the attached plat was duly approved by the Commission on the
day of 2011.
( I
CRAWFORD BURN iA Ha
l` �^�,.,'h
ETT (ICL) \
� t
4 TRACT 103
16.62 ACRES -r -
fa_
TLS PROPERTIES LID Chairman
�, �� -- ••, �� `•_.,,, .. �
PO BOX 19572 �� ^ti >
HOUSTON, TX 77224-9572----------- � ~` .� 1 € ATTEST: - -
.� City Secretary'
E j / f :'•• `. j / w` � ` .�• `` � "tea i� _I �
CERTIFICATE OF THE COUNTY CLERK
I ` STATE OF TEXAS
A / /,1 '' a COUNTY: OF BRAZOS
I, Karen McQueen, County Clerk, in and for said county, do hereby certify that this plat together with its certificates of
authentification was filed for record in my office on the day of 2011, in the Official Public Records of
` ,' �' , I► i �, _
Brazos: County, Texas, in Volume Page
WITNESS m hand and official Seal, at office in Bryan, r
t� {' y Y ryVICINITY MAP
., I •. � 1 € Texas. '
`'• / A000701
CRAWFORD BURNETf �' // // N.T.S
f', -
f. {ICL)•�`
r O! TRACT 4z / >, O. J f, //, �/'
III } County Clerk
ARAPAHO 1.24-4 LTD - I Brazos County, Texas -
/f
! \� �' / / �` LOT 1 '
/ / f /r, BLOCK 6
f " � 310 UNIVERSITY DR. E' / i
COLLEGE STATION, TX i , \`7�- > /'-/ - // 6.341 AC,
'7`d840-1730 r ,'\ / /� �• -
r`` -� ,. ff � •} / / t % ,`� / LAND USE: GOVT
/ - /% FACILITIES t ?
/'j:_ '`' '`'. i �\� %` % % :•� `,,_y _ '� `�' /' f OWNER: CITY OF
COLLEGE STATION-
ft� QUAIL RUN ESTATES #,
Lor 2 CERTIFICATE OF SURVEYOR
�-• j,. }
6.043 ACRES
< PUMP STATION
rr/ �; f I CITY OF COLLEGE STATION f
/Z � � / / :: 11, t ACcourinNG DEPARTMENT ;`` I, Brad Kerr, Registered Professional Land Surveyor No. 4502, in the State of Texas, hereby certify that this plat is true and
correct and was prepared from an actual survey of the property and that property markers and monuments were placed under my
f /� �� / / / /��'Q�1 / ff/ �✓` i+? F supervision on the ground.
%i/oSQ� Brad Kerr, R.P.L.S. No. 4502
, � s
QUAIL RUN ESTATES 2~�
--- i �/T �% A 111 ( i
'h, ✓ / 1'°..t�� \ ____.. LOT 8 & 9, BLOCK 4 1
- / '' � � � i r, �'4 `•., I ; 2.05
ACRESII i JOHN & MARGARET LEWIS tf
-,..,
I t
9611 N DOWLING RD �r /
r r /% �`''� �`°''� y� a.� ,.♦ iI t . COLLEGE STATION, 7X 77845-6294
,�� .moi
a mangive `
u; i CERTIFICATE OF OWNERSHIP AND DEDICATION
(80 ROW) tT� Future `� tt. I _.,
of 9503
pg 288 � Lot 1 - �,I I s � QUAIL RUN ESTATES #�
+` �// •" ` _ Block 5 € 1 LOT 7. BLOCK 4
r ' r �F``*..-...--._..i '1'� I 103 ACRES 1
Lot 1
WILLIAM J. PORTER .
12.05 ACRES illi 9WIL N DOWLING RD € I STATE OF ALABAMA
Block 3 COLLEGE STATION. TX € .COUNTY OF
i
1 ai I 11 77s4s-s2s4 I I , owner and developer of the land shown on this plat, and
088 ��m designatedherein as Lot 1, Block 3 & Lot 2, Block 1 of Phase 1 - The Cottages of College Station Subdivision in ,the City of
o ACRES moo, 11 _ ---- - _ _'� E College Station, Texas, and whose name is subscribed hereto, hereby dedicate to the use of the public forever all streets, alleys,
F I _ NF CAPSTONE-CS,LLC II € - ,
/ - c ♦ I l i s -.parks, infrastructure, easements, and public places thereon shown for the purpose and consideration therein expressed.
o m o row Rem. 120.76 Acres 111 QUAIL RUN ESTATES #2j
' i LOT 6, BLOCK 4
o�/Ui
8900148 1.01 ACRES i
' 1`Q .- I'1 ( CATHERINE MCNEAL ?
0',9w' t t 1503 SADDLE LN f `
COLLEGE STATION, TX
<0. (U 77845-6230
Development1. € Capstone - CS LLC
/
, I? _ - _ ---_ � _------
Future-- -
,
Rob T'iowland C.O.O. 'Owner
Brownstone Future
stone Drive �r i
NF CAP ONE-CS,LLC 1 �p p_ _ g _ 1 QUAIL RUN ESTATES 2�;
_ _ __ __ _
T / Drive (60 ROW) 60 ROW 1, I #
�" ) II` / LOT 5, BLOCK 4 j
Rem 120.76 Acres -` -_,rl 1.09 ACRES ,
8900/148 ' I _ 1 4562 ROCK PRAIRIE RDW -
ECTOR &BLANCA AREGUWN i
01 €Comm WORM MATCH LINE SHEET 2 Its I COLLEGE STATION, TX 4,
i MATCH LINE /MM IMM MMM MMO 1 ,� 77845MEMMM
t STATE OF ALABAMA
Future I ♦ SHEET 3 COUNTY OF JEFFERSON
Lot 1 Iti " M Before me, the undersigned authority, ` on this day personally appeared known to
NF CAPSTONE-CS,LLC Ila QUAIL RUN ESTATES #2 ! �.
Block 1 I ( tl' I LOT 4, BLOCK 4 f _ me to. -be -the person(s) whose name(s) is/are subscribed to the foregoing' instrument, and acknowledged to me that he/they
I 1 Rem_ 120.76 Acres I I € 1.03 ACRES
19.65 ACRES ti JAMES & KARLA HALL executed the same for the purpose and consideration therein stated.
'' P / '
8900/148 t ( , 9775 N DOWLING RD t -
COLLEGE STATION TX �.
; 77845-629s'T I Given under my hand and seal on this day of 2011.
j�• 111 i ; QUAIL RUN ESTATES #2
Future ;1; I LOT 3, BLOCK 41.03
I -
I Lot 3 MICHAEL & LOREISJACOX "'•��
Block 1 I I t 2002 SPRING CREEK
' •• /
i
•'�.. �` 1 i } t— — _--- II J� — - -� // / 11 �
i; rI COLLEGE
OLLEGE_.._S.T..A_.T
. IO
N, .�TX
" Notary Public Jefferson County,
Alabama♦ 9.82 ACRES S 778 5-460s%
QUAIL RUN ESTATES #2T 2j BLOCK
I
LOT 1 I 1' '— Lot 2 r , t 1 j t L01.03 ACRES 4
1 I
Q 2818 LP.BLOCK t € 'I B l o c k 1 \ 11 I 9857N DOWLINN G Rp
TWO LIVE OAKECENTER € ` COLLEGE STATION, TX CERTIFICATE OF CITY ENGINEER
\ 3445 PSEHTR O RD NE, S 54.408 ACRES �\ \ i;+ i 77845-6298 L -,-, ,p -..-
V I I II
ATLANTA, GA 30326 I �' \ \ ♦ 'IQUAIL RUN ESTATES #2 -`
; , t LOT 1, BLOCK 4 ' s .. .... I,- , City Engineer of the City of College Station, Texas, hereby
1.04 �Q 1502
50
RICHARDWARDcertify that this Subdlviision Plat conforms to the requirements of the Subdivision Regulations of the City of College Station.
% COLLE E STATION, TX i
G �P P11>
IIS 77845-7100 y ,
�-, NF CAPSTONE-CS,LLC %% \ \ / / ♦ ttl A000700 C
�bt Rem. 120.76 Acres \\ \ / / ♦ Bu4RNETr (OCL) City Engineer
Q 5 ` City 9
�Nb� 8900/148 ` \ \ / / / ;1 i I JOHNSON FAMILY Ci of College Station �O
I TRACT 731
11 g
%LIVING REV TRUST
\ / / 1 915 N DOW _
\ i LING RD
3
1 r
tl I COLLEGE STATION, TX a
11 77845-9107
I Future
Lot 1 \ \ / /
Block 1 \ �, , w . _ .r_ �.� __ _..� _ - PAGE' 1 OF 3
I --_-
19.65 ACRES /�// ` 1€f
10
---------------
----- —//
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tl�
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l45 PEE OAK CENTER / vel _ P t
3445 PEACHTREE Rb NE, —€
STE 1400 _ /
ATLAM'A,•,G_A--30326 / _ r/
-- — 1-------------------------p---------------------------_— _----_—_—_------/' I
------------------------
A015601 S MCGOWAN1 LOT 8 I 1 € I
1 BLOCK 1 w LOT 4 LOT 8 r --------....,_•s,• 1
(ICL), TRACT 1 LEMUEL & OLETA BLOCK 3 s{ BLOCK 3 ` -~_ �`-`""" "' -•• •^•----•-----j-• _
533.45 ACRES PHIWPS (LIFE EST) ; ZE it ` VIRGIL LEE MARKO i LORETTA E. MOKRY
TEXAS A&M UNN. I 10060 N. DOWLING RD.
3770- CEDAR RIDGE DR. - PO BOX 10197 € f
SYSTEM THE SYSTEM ` COLLEGE STATION, l7( COLLEGE STATION, 7X COLLEGE STATION, TX
3 P I
REAL ESTATE OFFICE t e 77842-0797 € 77845-9102 f ;
A&M SYSTEM BUILDING i 77845-6273 € � `�'
200 TECHNOLOGY WAY .-.. �`.` ."" "" `"""__'_'.� -•-_ ••..-_^--- -- —----^_-._ � _ ,,,,_„ ,,,�
#2079
COLLEGE STATION, TX
77845-3424
t � ,
I
FINAL PLA T
LOT 1
OCkl 3 & LOT T BLOCK 1
THE C07TAGESOF
COLLEGE STATION SUBDIVISION
I
PHASE 1
56.65 AcresFI NAL PLA
PREPARED
ND
SCALE: 1" = 200'
COLLEGE STATION SUBMITTE
Brazos County, Texas FEBRUARY 2011
SURVEYOR:
OWNERS:
ENGINEER: BRAD KERR, RPLS
ROB HOWLAND, C.O.O.
MITCHELL & MORGAN, L.L.P. KERR SURVEYING
CAPSTONE - CS, LLC511
UNIVERSITY DR. E, STE. 204 505 CHURCH AVE.
431 OFFICE PARK DR.
COLLEGE STATION, TX 77840 COLLEGE STATION, TX 7
840
BIRMINGHAM, ALABAMA 35223
PHONE (979) 260-6963 (979) 268-3195
GENERAL NOTES:
1. BASIS OF BEARINGS ARE GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION.
2. THE FLOODPLAIN SHOWN ON THESE LOTS BASED UPON FEMA LOMR # 07-06-1353P
FOR PLACE PROPERTIES DATED May 22, 2008. PANEL #48041 CO182.
3. 1/2" IRON ROD SEr AT ALL CORNERS UNLESS OTHERWISE STATED.
4. BUILDING SETBACKS LINES TO BE IN ACCORDANCE WITH COLLEGE STATION U.D.O.
5. PUE - PUBLIC UTILITY EASEMENT
6. PAE - PUBLIC ACCESS EASEMENT
7. PDD ZONING HAS BEEN GRANTED BY ZONING ORDINANCE #3137.
LB;EW
EXISTING PUBLIC UTILITY EASEMENT —
PROPOSED PUBLIC UTILITY EASEMENT —
PROPOSED PUBLIC ACCESS EASEMENT ----------------
100 YEAR FLOOD PLAIN LINE ---------------------------------
PROPERTY UNE s �
I
L8 I
L9
'I
I
` . INSET B INSET A
i
LOT
BLOCK 16
k_. / 6.341 AC. I I I
• LAND USE: GOVT
FACILITIES I
.~ OWNER: CITY OF I I I
COLLEGE STATION (
j
QUAIL RUN ESTATES #1
LOT 2
6.043 ACRES
I f PUMP STATION
CITY OF COLLEGE ST
ATION
ACCOUNTING DEPARTMENT
C; /; I
/
I
iQ .O
_ .: Aqj
_ r _
f
1
- I
1 inch 100 feet
,✓,� � i, ems, Qf j `'� I I ' '--
,�, / 0'Sd� IIf I
4 Var. Width Public Drainage Easeme ��`J
Var. Width Public Drainage Easement (Vol 9504 Pg 58)
(Vol 9504 Pg 67)
QUAIL RUN ESTATES #2
LOT 8 & 9 BLOCK 4
ff .. _1XX t I I ! 2.05 ACRES
JOHN &MARGARET LEWIS
/ F 9611 N DOWLING
RD
F r 10' Public Access Easement ! `.-�"� ;
i' -'' 8' Public Access Easement ` I I '
COLLEGE STATION TX 77845-6294
(Vol 9504 Pg 41) ti
f
(Vol 9504 Pg 41) �� I I '
30' Public Drainage Easement
Hollema n Drne
C (Vol 9504 Pg 58) f y
Var. Width Public Drainage Easement -' / �, � ` (80' ROW) NSEr A
Future i i I ,
(Vol 9504 Pg 67) _ v
vol 9503 pg 2 8 c3 —, c Lot 1
r� 8' PUE & PAE I QUAIL RUN ESTATES #21
� L
, L7 3 N I (Vol 9504 Pg 27) Block 1 \I I 4
y OT 7, BLOCK
r 1.03 ACRES
5' Public Access semen t M 5' PUE & PAE9504 P 1 I 1 2 . 0 ACRES I �`;I E WILLIAM J. PORTER
(Vol g ) ao (Vol 9504 Pg 27) I I I C 9653 N DOWLING RD I
'
•- Ir a �N Lot 'It,I IIF I COLLEGE STATION, TX
} O 15' PUE &PAE I ` - �I Block 3
0.88 ACRES 77845-6294
�t. 5 Public ;
;flI��,�
' Access Easement
5' Public to C-3 A", / ^�
II:
> Access Easement C' b � �
NSEr B '; (� NF CAPSTONE—CS, LLC--
-!d•II
Z 10 0
�m��r'•°` Rem. 120.76 Acres �I I E , QUAIL RUN ESTATES #2t' f�
o ( LOT 6, BLOCK 4 PAGE 2 OF 3
.• . � . v_. L18 V� I
60.00' 1'r Var. Width PA �o �_ 8 9 0 0/ 1 4 8 i 1.01 ACRES I
o N38'34' 14"E I I
, C
5
51 25!"
4 _•
LOT 1,LOCK
2
o O, a
�� \
t
I I; ,
ATHERINE MCNEAL
I
1503 SADDLE: LN ;
OF COLLEGE STATION SUBDIVISION
I
PHASE 1
51.00'
N51'25'46"W I\
QG��
T
ND
SCALE: 1" = 100'
COLLEGE STATION SUBMITT
I U
COLLEGE STATION, TX
77845-6230 I
Brazos County, Texas FEBRUARY
y
r
SURVEYOR:
I
Lot 2
ENGINEER: BRAD KERR, RPLS
Future Development
MITCHELL & MORGAN, L.L.P. KERR SURVEYING
i
CAPSTONE - CS, LLC
511 UNIVERSITY DR. E, STE. 204 505 CHURCH AVE.
'
COLLEGE STATION, TX 77840 COLLEGE STATION, TX 7
{'
Block 1
PHONE (979) 260-6963 (979) 268-3195
f -
N F CAP —
0 N E C S C
1
54.408 ACRES
_
Brownstone Drive
---
Future Brownstone
�i
j
n� -
,
Rem 120.6 Acres
l
I I
(60 ROW)
---� -T
Drive (60 ROW)
-------
III
III
QUAIL RUN ESTATES #2 '
LOT 5, BLOCK
}
I 4 8900/148
I I
L21
L22
_
— — I s
I ?
I (j
I 4
1.09 ACRES
HECTOR & BLANCA AREGULLIN
MATCH LINE SHEET
2
I (
I
1 4562 ROCK PRAIRIE RD W �l
COLLEGE84A510N, Tx ;1
MATCH
:LIGE
' Future
�
�� ;`
�o
SHEET
3
Lot 1
co
E��
I'
Block
w
I�
`�'
N F CAPSTONE—CS, ��C
I I i
€ QUAIL RUN ESTATES #2
1
19.6 5 ACRES
w'
�'
VI �
�-
Rem. 120.76 Acres
20' WATER LINE
EASEM ENT, 1 1 14/347
I (
I I t
LOT 4, BLOCK 4
1.03 ACRES
N
00
00
I_�
° M
8900/148
( I
I
JAMES & KARLA HALL
f 9775 N DOWLING RD ;
i
z
zICL Itn
! COLLEGE STATION, TX
77845-6296 E`
A
FINAL PLAT
LOT 1,LOCK
3 &LOT 2, BLOCK 1
THE COTTAGES
OF COLLEGE STATION SUBDIVISION
PHASE 1
56.65 Acres FI NAL P
PREPARED
T
ND
SCALE: 1" = 100'
COLLEGE STATION SUBMITT
'011
Brazos County, Texas FEBRUARY
y
SURVEYOR:
OWNERS:
ENGINEER: BRAD KERR, RPLS
ROB HOWLAND, C.O.O.
MITCHELL & MORGAN, L.L.P. KERR SURVEYING
CAPSTONE - CS, LLC
511 UNIVERSITY DR. E, STE. 204 505 CHURCH AVE.
431 OFFICE PARK DR.
COLLEGE STATION, TX 77840 COLLEGE STATION, TX 7
7840
BIRMINGHAM, ALABAMA 35223
PHONE (979) 260-6963 (979) 268-3195
SING TRAILER COL EGE STA T
APRIL 2011
ENGINEER:
MITCHELL& MORGAN
.y L.L.P.
511 UNIVERSITYDRIVEE., STE204
COLLEGE STATION, TE)MS,'.A77840
(979) 260-6963
For Interm Review Only
These documents are not
intended for construction,
bidding, or permit purposes.
Prepared by:
Veronica J.B. Morgan, P.E.
No. 77689
111111111
Mort
HARVEY MITCHELL PW. SOUTH
70N TEXAS
OWNER:
CAPSTONE - CS,
LLC
431 OFFICE a Ml
or i` iF \\ � \
INDEX".0F. SHEETS
01 -SITE PLAN
Sw - B/CS STANDARD SIDEWALK DETAILS
ST - B/CS STANDARD STREET DETAILS
SWPP - B/CS STANDARD SWPP DETAILS
35223
PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX.
200' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23
�HILI_la;tlM3 �(3ITKSN
�r
SITE PLAN NOTES:
1. Name of Project: Cottages of College Station Leasing Trailer
2. Address: xxxxxx xxxx Holleman Drive, College Station, Tx
3. Owner. CAPSTONE -CS, LLC
431 , OFFICE PARK DRIVE
BIRMINGHAM, AL 35223
(205) 414-6455
4. Engineer. Mitchell & Morgan, LLP.
511 University Drive East, Suite 204
College Station, Texas 77840
(979) 260-6963
5. Zoning: PDD
6. Existing Use: Undeveloped -Vacant Proposed Use: Temporary
Leasing Trailer
7. Setbacks: Per City of College Station Ordinances
B. Site Area: xx acres
9. Water Demands (Per Unit) : Min.= 0 gpm, Avg.= .07 gpm, Peak=
0.13 gpm
10. Sanitary Demands: 400 GPD Max., Min. 0 GPD, Avg. = 100 GPD
(Per Unit)
This site does lie within the 100 -year floodplain boundary per FEMA's
Flood Insurance Rate Map panel 4804100182 C. Effective date: July 2,
1992.
PARKING REQUIREMENTS
1316 SOFT BDLG./250 = 6 Parking Spaces Required
= 18 Parking Spaces Provided
Handicap Parking:
Per Table 2 Section 4.1.2 of TAS
for 1-25 needs 1 Spaces
18 Total
1 H.C. Sl o Rsgx✓Lred
mrArtr1 f
r- j
S JVM" M fCWL PN 3G1fit
hE 5 ..-_.• �-
. - f\.
rf
& SIB! -MM IE7IFRS.
SIMM ON ERGfr
0 VAN SINE SLY
imu
TEFL BAR Tft POST
t. -W UE
(DIA)
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 0 1-80D-344-8377
b. Contact Richard Wallace 0 Verizon 821-4752
h. Contact Gilbert Ramirez 0 CSU (ELectrical) 764-6255
L Contact Butch Willis 0 CSU (Water/Wastewater) 764-3660
2. All construction shall be in accordance with the current City of College Station (C-11), Standard Specifications for Street
Construction, B/CS Unified Technical Specifications, Water and Sewer and Generals, 2008, 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 engineers 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 ari 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 Owners 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 fines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of C.S.
Electrical Division.
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 fumished and installed unless 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, Force Main, etc.
12. The contractor shall coordinate with Atmos, Suddenlink Communications, BTU, CSU, and Verizon to adjust the location of
existing facilities.
13. The contractor is responsible for traffic control. This is not a separate pay item.
14. Temporary spoil areas will be identified on site by owner.
15. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not to be visible from any
public right-of-way or residential district within 150' of the subject lot, measured from a point five feet above grade. Such
screening shall be coordinated with the building architecture and scale to maintain a unified appearance.
16. Exterior Building and site righting will meet the standards of Section 7.10 of the Unified Development Ordinance. The right
source shall not project below an opaque housing and no fixture shall directly project light horizontally. Fixtures will be mounted in
such a manner that the projected cone of light does not cross any property line.
17. Parking shown is for informational purposes only. The trailer and parking area is temporary in nature and will not be striped.
E GRADE TO DRAIN
9
STORM WATER
POLLUTION PREVENTION PIAN
GENERAL NOTES
GENERAL Punta x33 sy, 2W - 1W pm
1. All contractor vehicles, including employee's vehicles, shall park within the
Project s' to minimize traffic on the public streets adjacent to the work site
entrance. to
will provide sufficient parking areas to accommodate his
vehicles. Any areas disturbed or destroyed by vehicular parking will be repaired
to origin I' condition prior to completion of project.
2. ets. Contactors shall ensure that no dirt from the project accumulates in the existing
streI dirt or debris from the project site accumulates on adjacent streets, the
contra cto 'shall immediately clean those areas.
3. Cont actor shall place erosion control protection at appropriate downstream
locations 11to minimize silt and debris from leaving the construction site and
entering the drainage system.
4. ff rt§uired on the plans, the contractor shall maintain a vehicle wash down area of
sufficient size and in a location to facilitate. cleaning his vehicles prior to leaving the
work site
5. Oncel'vegetation is well established contractor is responsible for removing all
tempora erosion control measures (i.e. silt fences, rock check dams, etc.)
6. Stru rot controls shall be installed as soon after clearing as practical and
maintaine in good working order until the site is stabilized.
7. AlterrLte structural controls may be utilized if approved by Engineer.
B. The ! ntractor shall comply with the TCEO STORM WATER DISCHARGE PROGRAM and
is respon; ible for completing and filing the appropriate forms.
GRAVEL PARKING D
CRUSHED LIMESTONE BASE MATERIAL
iv'Tc
Em MITCHELL
IVI
MORGAN
TX Firm
F-1443
T.979.2
0.6963
F.979.2
0.3564
511 UNNER
71 DRIVE EAST
SUITE
COLLEGE STATION.
204
TX 77840
PLAN & DEIGN
SPECIALISTS IN
CML ENGIN
• HYDRAULICS
HYDROLOGY s UTIILITIES
SITE PLANS •
a STREETS
www.mitchallai,idmorgan.com
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CROSS SLOPE
2X MIN.
CROSS SLOPE
CROSS SLOPEz
SIDERAL =
2X to 4X 2X MAX-. U-' MN-
PAVEMENT m
a'
O
$• TYP. nb.
NOTE=
THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE
REQUIREMENTS - BERMS MAY BE REOUI:ED
OUTSIDE OF THE SIDEWALK.
ert
w PER TAS
STANDARDS
SIDEWALK SLOPE REQUIREMENTS
SWl-00
4-x4"x3/16" STRUCTURAL STEEL TUBING
' O.C. -8' O.C. MAXI
O.C.
CONNECTION
M I ,
GENERAL NOTES:
STRUCTURAL STEEL TUBING
. STEEL TUBING
NOTES:
HW~
LANDING
I. SIDEWALK PLACEMENT SHALL BE N ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES.
2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED r' DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS
M) 40' O.C..CONTRAICTION JOINTS 0 4' O.C.
�4' rl' 'I'r'
3. DOWEL N AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY. INLET BOX. CURB. JtMTK9N BOX. ETC.)
WITH •3 x 12" BARS Q 12" O.C. OR •4 x 12" BARS Q 18- O.C.
GENERAL NOTES
4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98X OF MAXIMUM DRY DENSITY AS
DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE 0-4X WET OF THE OPTIMUM MOISTURE CONTENT
5. A M WJM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK.
SEAL WITH EXPANSION
L L SLOPES
JOINT MATERIAL SMOOTH DOWEL BAR
p
V4•• R V2" 0 X 18".12" O.C.
T
I� 3/4" (COATED W/HEAVY GREASE)
31*- VARIES NEEMM CRATE TED
Nominal
SIDEWALKS AS DIRECTED.
DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED
con
-5'-0"�vARES-I
_ 4..
2. LANDINGS SHALL
BE A 5' X 5' M00" WITH A MAXIMUM 2X SLOPE N ANY
-E - 2Y• MAX.
T
EOUA
GREEN SPACE
3. MANEUVERING'
° ..: >
° . ►" ::;; D
3.ALIGN TRUNCATED DOMES N THE DIRECTION OF PEDESTRIAN
RECYCLED MATERIAL. 1/2"
CONTAINED WITHN THE CROSSWALK AND WHOLLY OUTSIDE
SEE NOTE 4
THICK MANUFACTURED 3" LONG META- OR PLASTIC CAP. INSIDE
BY J.D. RUSSELL COLOR
VEHICULAR TRAVEL PATH.
DIAMETER TO BE 1/Ii- GREATER- THAN
APPROVED EQUAL DIAMETER OF DOWEL BAR. CAP MUST
'3 BARS o 12- O.C.E.W.OR CONCRETE
BE LONG ENOUGH TO COVER 2 -OF
14 BARS a 18- O.C.E.W. STRENGTH=
H =3000 psi
DOWEL AMID HAVE STOP SO END OF
(4" TRICK MIN.)
CAP IS r' FROM END OF BAR.
SEE FINISH NOTE
WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS
ALONG LOCAL STREETS
SIDEWALK EXPANSION
*..
WARNING
5. DETECTABLE WARNING SURFACES SHALL A MMAIW OF 24- N
& CONSTRUCTION JOINT
DETECTABLE
SAWED OR FORMED.
3-0" MN. 6'-0"' - �10 V
1/8" TO 3/B"
SEAN. WITH EXPANSION
E- 2Y MAX.
j
R
JOINT MATERIAL. MIN.
SURFACE
AMID TEXTURE,
(�AS)
PROPERTY LIE \ l
SEE NOTE 4
4..
9
TRENCH GRATE MAY Y BE
•3 BARS M) 12- E.W. 28 -DAY CONCRETE
04 BARS O.C.E.W. STRENGTH= 3000 psi
SIDEWALK CONTRACTION JOINT
` E THICK NOTE
CORNER RADIUS.
G MINOR CO ORS
NE
MN 8- INTO ALL STs
MAX 24- -- - - --
_ AND LARGER
s 7.5-
o•
- q.v,.
DIA. BOLT r7
ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION
SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AMID WATERED UNTIL GROWTH IS ESTABLISHED.
N DEVELOPED AREAS WHERE GRASS IS PRESENT. BLOCK SOD WILL BE REQUIRED. BRED REAS SHALL
BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE.
APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIDE THAT EARTH HAS
BEEN BARED BY CONSTRUCTION AND SHALL STAY N PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH tS
ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR.
ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SRT AFTER EVERY RAIN.
1 6.. 1
P LAYING COURSE
ACCEPTABLE
�AAENPVER MT�
AEW
PAVER SECT(
CONCRETE SIDEWALK
0
SEE NOTE 4
SEE NOTE 3
28 -DAY CONCRETE
•3 BARS 0 12- W. STRENGTH - 3000 psi
•4 BARS 0 .C.E.W. (4- THICK MON.)
E FINISH NOTE
L G MINOR CO ORS
AND LARGER
SWI -02
6
HW~
LANDING
io2_ -�'�'I'i` It m rr
DETECTABLE WARNINGS
c
�4' rl' 'I'r'
:d:4td00;4;0:(); .
#W.cRatl.b I►; AND USUAL
OQ¢ik'xc-tt'AF.fO
0-4
GENERAL NOTES
CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION
4.29 OF THE TEXAS ACCESSIBILITY STANDARDS (TAS). THE
L L SLOPES
ARE MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WELL
** V r 4•
ARIES
STILL DRAIN
** VAES * 4'
INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED
31*- VARIES NEEMM CRATE TED
Nominal
SIDEWALKS AS DIRECTED.
DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED
con
REE
SIDE FLARE
w PLACE OR
2. LANDINGS SHALL
BE A 5' X 5' M00" WITH A MAXIMUM 2X SLOPE N ANY
2,DETECTABLE WARNING SURFACES MUST BE SLP RESISTANT AND
DIRECTION.
EOUA
GREEN SPACE
3. MANEUVERING'
° ..: >
° . ►" ::;; D
3.ALIGN TRUNCATED DOMES N THE DIRECTION OF PEDESTRIAN
IIA
CONTAINED WITHN THE CROSSWALK AND WHOLLY OUTSIDE
TRAVEL WHEN ENTERING THE STREET.
► SIDEWALK .I
VEHICULAR TRAVEL PATH.
4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE
6, SIDEWALK ° •. •: * HS
CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 2X.
'° ° •, S
6- % "; 4 8AR5
SURFACE FOR EACH CURB RAMP TYPE.
5.CURB RAMPS
WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS
SW2-03
WOULD NOT
*..
WARNING
5. DETECTABLE WARNING SURFACES SHALL A MMAIW OF 24- N
SURFACE 6
DETECTABLE
VARIES
APPROACH �'
DETECTABLE
FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE
12.1 '- Y.
SURFACE
PROPERTY
SURFACE
AMID TEXTURE,
(�AS)
PROPERTY LIE \ l
EDGE NEAREST THE CURB LINE IS A MI MUM OF 6- ARID A
LINE
9
TRENCH GRATE MAY Y BE
\
7. TO SERVE AS
ALLOWED WITH PRIOR VA
FROM THE QTY
CORNER RADIUS.
OF 5' WIDE. MEDIANS
SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE
WHERE THE IS NO
?J j
�" ° �
7• ACCEPTABLE PAVER MATERIAL SHALL BE CLAY. VITRIFIED
?J ' > .. •
STORM SEINER TEMT
AVAILABLE.
** 23'(10' CURB RADIO l„� ` O •
2tS t20' CURS RADIUS) 'i�. •-
DIMENSIONS. CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE
6
�
AS SHOWN ELSEWHERE
_
'
16.5' (25' CURB RADUSI •°
MARKINGS ARE
NOT REQUIRED. CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL
CROSSWALKSj'
OR AS DIRECTED BY THE ENGINEER.
9. EXISTING FEATURES
THAT COMPLY WITH TAS MAY REMAIN N PLACE UNLESS
OTHERWISE SHOWN
ON THE PLANS.
CROSS SLOPE NOT TO EXCEED x
2X OR BE LESS THAN IX ON ANY
`
OF RAMP OR TRANSITION W
POR9tION ;
IO. HANORA.S ARE
**213 20 CURB AO11lS)) 3
: ".
W
TO STREET
1B.5' 125' CURB RAOU51
_ - -
y
RAMP MU LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER
ELEMENTS WITH
PREMOLO OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED
> '• y
BY THE ENGINEER.
CROSS SLOPE NOT TO EXME ►'
- _
..
2X OR BE LESS THAN v °
SHALL NOT EXCEED IOX MEASURED ALONG CURB LINE.
• �,
PORTION OF RAMP OR °
r,
TO STREET
Zsometne View
' 'SIDEWALK AMBULATORY
8' S EWALK AMBULATORY
S EWA LK DRAINAGE
/P"P AT STREET INTERSECTION
?mP AT STREET INTERSECTION
TRENCH GRATE SW3-0
SW3L00
SW3-o 1
*CROSS SLOPE NOT TO EXCEED
*CROSS SLOPE NOT TO EXCEED
*CROSS SLOPE NOT TO EXCEED
'/. OR BE LESS THAN 1X ON ANY
2X OR BE LESS THAN 1X ON ANY
2X OR BE LESS THAN 1X ON ANY
TRAIN OF RAMP OR TRANSITION
PORTION OF RAP OR TRANSITION
PORTION OF RAMP OR TRANSITION
TREET /
TO STREET /
0 STREET /
PRORT
P
R
PROPET
nL
DETECTABLE
W
TAB.E
DETECTABLE
DETECTABLE
/
/
SURFACE
Y� 8'SIDE
SURFACE
SURFACE
RR
:..
6' SIDE WALK � �* Al
:12�i
5' SIDEWALK
.r
1.12
SLOPE
3. EXPANSION JT, b
3• EXPANSION ik
SMOOTH DOWEL BAR.
SMOOTH DOWEL BAR.
WE
EXPANSION JT. 6
1/2- OA. X 16-. WITH
CAP Q 12" D.C.
CAP OIA1. X B". WITH
B TH DOWEL BAR.
.. OU1. X WITH
BACK (COATED W/HEAVY
OF CURB 6' NIM(• GREASE)
(COATED W/HEAVY
CURB 6' NAIIN• GREASE)
O.C.
6' MRN. 12" .C.
(CO W/HEAVY
GRE
8' S � AMBULATORY P
6' SIDEWALK AMBULATORY RAMP
51S Wim. A.MBUI-ATORY
A SET INTERSECTION & D
S
AT STREET INTERSECTION & DRIVES
A TPEET INTERSECTION & DRIV
SW3-
3
SW3-04
SW3-05
DETECTABLE
WARNING SURFACE
6-- NMN. `- FACE OF
V" MAX. CURB
TYPICAL PLACEMENT OF DETECTABLE WARNING
SURFACE ON LANDING AT STREET EDGE
SW2-00
� 0.4 IL oo
a Jr'8
4- Max
and Usual
it E
Delectable norninq surfoce
t0orws to run paro®et to
pedestrian trorell
flare
\� 6" min \- Face of
10" max Curb
PLACEMENT OF DETECTABLE
SW2-01
5!x 5'
LANDING
rWo
0
v
a�b
UP
Hoo.
to F
N I V
tTYPICAU 4'RAMP WIDTH I (TYp . _1 Curb of
(TYPICAL)
TYPICAL AMBULATORY RAMP W/
FIS WINGS
GENERAL NOTES FOR
HW~
LANDING
DETECTABLE WARNINGS
c
=
:d:4td00;4;0:(); .
#W.cRatl.b I►; AND USUAL
OQ¢ik'xc-tt'AF.fO
6-- NMN. `- FACE OF
V" MAX. CURB
TYPICAL PLACEMENT OF DETECTABLE WARNING
SURFACE ON LANDING AT STREET EDGE
SW2-00
� 0.4 IL oo
a Jr'8
4- Max
and Usual
it E
Delectable norninq surfoce
t0orws to run paro®et to
pedestrian trorell
flare
\� 6" min \- Face of
10" max Curb
PLACEMENT OF DETECTABLE
SW2-01
5!x 5'
LANDING
rWo
0
v
a�b
UP
Hoo.
to F
N I V
tTYPICAU 4'RAMP WIDTH I (TYp . _1 Curb of
(TYPICAL)
TYPICAL AMBULATORY RAMP W/
FIS WINGS
GENERAL NOTES FOR
DETECTABLE WARNINGS
GENERAL NATES (PAVERS)
FURNISH DETECTABLE WARNING PAVER LINTS MEETING ALL
REQUIREMENTS OF ASTM C-936. C-33. LAY N A TWO BY TWO
PEDESTRIAN FACILITES
I. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THA
0-4
GENERAL NOTES
CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION
4.29 OF THE TEXAS ACCESSIBILITY STANDARDS (TAS). THE
L L SLOPES
ARE MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WELL
SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES,
STILL DRAIN
PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE
INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED
OF APPRO
SIDEWALKS AS DIRECTED.
DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED
con
REE
SIDE FLARE
CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS.
2. LANDINGS SHALL
BE A 5' X 5' M00" WITH A MAXIMUM 2X SLOPE N ANY
2,DETECTABLE WARNING SURFACES MUST BE SLP RESISTANT AND
DIRECTION.
s
NOT ALLOW WATER TO ACCUMULATE.
3. MANEUVERING'
SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF
3.ALIGN TRUNCATED DOMES N THE DIRECTION OF PEDESTRIAN
4'X 4' WHOLLY
CONTAINED WITHN THE CROSSWALK AND WHOLLY OUTSIDE
TRAVEL WHEN ENTERING THE STREET.
THE PARALLEL
VEHICULAR TRAVEL PATH.
4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE
4. MAXIMUM ALLOWABLE
CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 2X.
APPROXIMATE LOCATION FOR THE GETECA13LE WARNING
SURFACE FOR EACH CURB RAMP TYPE.
5.CURB RAMPS
WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS
SW2-03
WOULD NOT
NORMALLY WALK ACROSS THE RAMP. EITHER BECAUSE THE ADJACENT
WARNING
5. DETECTABLE WARNING SURFACES SHALL A MMAIW OF 24- N
SURFACE 6
ANTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE
DEPTH THE NOF PEDESTRIAN TRAVEL. AND EXTEND T
APPROACH �'
SUBSTANTIA( LY OBSTRUCTED. OTHERWISE. PROVE FLARED SIDES.
FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE
PEDESTRIAN ACCESS ROUTE ENTERS THE STREET.
6• ADDITIONAL Ih
FORMATION ON CURB RAMP LOCATION. DESIGN. LIGHT RELECTIVE VALUE
S. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE
AMID TEXTURE,
(�AS)
MAY BE FOUND N THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY
AND 16 TAC 68.102.
EDGE NEAREST THE CURB LINE IS A MI MUM OF 6- ARID A
STANDARDS
9
MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB.
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 TF
ROUGH THEM.
7• ACCEPTABLE PAVER MATERIAL SHALL BE CLAY. VITRIFIED
POLYMER COMPOSITE. PRECAST POLYMER CONCRETE.
8. CROSSWALK
DIMENSIONS. CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE
MID CONCRETE.
AS SHOWN ELSEWHERE
N THE PLANS. AT INTERSECTIONS WHERE CROSSWALK
MARKINGS ARE
NOT REQUIRED. CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL
CROSSWALKSj'
OR AS DIRECTED BY THE ENGINEER.
9. EXISTING FEATURES
THAT COMPLY WITH TAS MAY REMAIN N PLACE UNLESS
OTHERWISE SHOWN
ON THE PLANS.
IO. HANORA.S ARE
NOT REQUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER
ON ACCESSIBLE
ROUTE CROSSES (PENETRATES) A CURB.
1L SEPARATE CURB
RAMP MU LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER
ELEMENTS WITH
PREMOLO OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED
BY THE ENGINEER.
12. PROVIDE A SMOOTH
TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET.
13. FLARE SLOPE
SHALL NOT EXCEED IOX MEASURED ALONG CURB LINE.
I I I
2*r- -T
_r�
0 0 0 0 Art" o„ Lond:ng
0000 G0. O'8
Detects
6" IrorrIxIg
paver With trl�oted
dome surface
I r4- Max
DETECTABLE WARNING PA VER A I and usual
FA A (tore
(Typical)
Ln
z
O
w
af
H
U
CITY OF (BRYAN
The Good Life, �CAW StTie.-
DRAWN BY: CIA.
DATE: 01-01- 9
SCALE- N T
APPROVED W. P. K.
FIGURE
a I
SHEET I1 OF 1
GENERAL NATES (PAVERS)
FURNISH DETECTABLE WARNING PAVER LINTS MEETING ALL
REQUIREMENTS OF ASTM C-936. C-33. LAY N A TWO BY TWO
UNIT BASKET WEAVE PATTERN OR AS DIRECTED.
0-4
LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS
CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT
N
DETECTABLE WARNING PAVER UNITS USING A POWER SAW.
NO.3 REBAR AROUND PAVER INSET
EXPANSION
1
DETECTABLE WARNING PAVER WITH
TRUNCATED DOME SURFACEAS
con
REE
SIDE FLARE
DT
MORTAR BED - SHALL CONFORM TO
APPLICABLE SPECIFICATIONS
(TYP)
CONTROL JOINT PERMISSIBLE
s
®a®f _��_.
MIN. 4"
No.3
18" (
BAR
)ON -CENTER ENTER
E -
BOTH
AYS CLASS�
TO ABLE S A.LLCCONFORRM
SE"YONA A
Q
SW2-03
H
U
CITY OF (BRYAN
The Good Life, �CAW StTie.-
DRAWN BY: CIA.
DATE: 01-01- 9
SCALE- N T
APPROVED W. P. K.
FIGURE
a I
SHEET I1 OF 1
Va.. R TRANSVERSE REINFORCEMENT-
JOINTSEAL WITH i TO C.
noon■■■■u■■uu■■■■■■■■■■..u■
r■ounu■■■■uu■■uuucnu■
u■oon■uuuus■■■■■■■■■.■■n
uuuusuunususunauu■
■uuuunu■■■■■nu■■■r..■ ■■u■
■■■■■■■■■■■■■■■■■■■■■■.noun■■
.■■■■■■■■■■■■■■■■■■■■■■Mons■.METAL KEY WAY
noon■■
7, + i +TIE BARS
■■■■■■■■■■■■■■■■■■■■■■■■■■■■.
■uuu■u■■uu■unu■■uu■■
n■onu■■■■■■■uuuuo■■n■■
+ ■u■■nuu■■■■■■■■■ns■nns■■■■■
■■■■■uu■o■uuusu■uu■■IIATE I'D"■
vu■uuuunuu■suuu■u■
mom
LONGITUDINALJOINT
::............................
nnvuuususssuuusuu■
uunsuuu■nn■■uuuunsu■
nvuusunsussuunuuuo
CENTERLINE OF THE PAVEMENT & N INTERSECTIONS AS DETAILED LONGITtDNAL. REINFORCEMENT: � 40' � 40' I 40'
" C. TO C.
TYPE -0" JOINT
04 BARS AT 18- C. TO C.
TANGENT SECTIONS
TYPICAL JOINT & REINFORCEMENT LAYOUT
SMOOTH DOWEL BAR FOR CONCRETE PAVEMENT
3/4-0 X 18".12" O.C.
(COATED W/HEAVY GREASE)
5-1/2-
6" yam.
-3- LONG METAL OR PLASTIC CAP 3/4- : e ' 1-1/2"
THAN DIAMETER
TO t/t6 WATER
—�
ISIN ` � �°AR. METAL KEY WAY PLAT
CAP IS 1° FROM THE END � BAR. E
'hYPE "G"
EXPANSION & CONSTRUCTION JOINT
TO BE SPACED AT 40' INTERVALS & ALL RADIUS POTS. P.C.S. P.T.'S. & OPPOSITE P.i: S.
& ON ALL HORIZONTAL & VERTICAL CURVES
SAWED OR FORMED. SEAL
WITH JOINT MATERIAL..
SEALING NOT REp'p N CURBS.
3/8- R -\14r
t/8" TO 3116•'
MML
•4 BARS. 18" O.C.E.W.
TYPE "B"
CONTRACTION TOINT
TRANSVERSE JOINTS SHALL BE SPACED 15'CENTER TO CENTER
/
NOTE-
V
EXPANSION JOINTS AS SHOWN AND AT
—VARIES
EACH RADIUS PONT. CURB EXPANSION
JOINTS SHALL BE AT 60' CENTERS. CURB
'YPE -B" JOINT
CONTROL JOINTS SHALL BE AT D' CENTERS.
TYPE "0- JOINT
PVMT.). Q 18- O.C. ST500
' 0 S/1t�T6"CUT
TYPE 'G" EXPANSION EXISTING CURB & GUTTER I
`��"'�� LONGITUDINAL JT. Q 900
TO CHORD OF RADIUS. (TYP.)
\
-+y 6•.
TYPE -G" JOINT AT ALL
RADIUS POINTS AND
MAX. DISTANCE OF
300'ON TANGENTS
BACK OF CURB
TYPE -0" JOINT
TYPE "B- JOINT TYPE "G" JOINT AT FUTURE
EXTENSION OR AT PROP.
WORK (TYP.)
TICAL JOINT LAYOUT AT
CONCRETE INTERSECTION
GENERAL NOTES:
ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER
HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY
BLOCK SODDED OR HYDROMULCHEO AND WATERED UNTIL
GROWTH IS ESTABLISHED. N DEVELOPED AREAS WHERE GRASS
IS PRESENT. BLOCK SOD WILL BE REOUI RED. BARED AREAS
SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF
LAST DISTURBANCE.
APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED
DURING THE ENTIRE TME THAT EARTH HAS BEEN BARED BY
CONSTRUCTION AND SHALL STAY N PLACE UNTIL ACCEPTABLE
VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS
COMPLETE AND THEN REMOVED BY CONTRACTOR.
ALL EROSION CONTROL MEASURES SHOIA.D BE CLEAVED OF
SILT AFTER EVERY RAN.
NOTE: RAMPS ONLY WHEN
THE LONGITUDINAL SLOPE IS
GREATER THAN 1:20
RAMPS SHALL COMPLY WITH
TAS REOUREMENTS
*;EXIST
TAIN 2X S
E. 5' TH.
* WALKS. (A MN.
HND BACK OF CURB).
REMAIN IN PLACERWISE SIDEWALK MUST
R
NEAT SAW
—APPROX. 12 -
GE CULVERT
OLA. RCP PIPE)
NOTE:
>_ LENGTH OF DRAINAGE PIPE
RESIDENTIAL DRIVES IS 36'
& 20' MN.
2. ALL DRIVEWAY PIPES H
ROW MUST HAVE 1
SLOPED END SE
16:1 SLOPE} VED
EQUAL.
A TYPE "G•' EXPANSION JOINT
PROPERTY LINE
DOWEL INTO EXISTING SIDEWALK
-- ES) - W/*4 BARS 0 W" O.C.
RETURN CURB TO HAVE
A ROLL FACE DIMINISHING
44 H -HA AT RADIUS POINT
44 t+Mt"H
BACK OF CURB
mmJ SAW ATT A 1 AT SAW CUT
YPE "G- EXPANSION JOINT /EXISTING CURB & GUTTER TO
BE REMMOVEO. REPLACE STREET
SURFACING AS NEEDED.
RESIDENTIAL DRIVEWAY
T PROPERTY
- - - —f -- _ LINE
EDGE PVMT.
T
j STREET
�L DRIVEWAY F2
WITH CULVERT
FLEX BASE
EXISTING
VEL STREET
0 00 .o o.a••.;o.;.•
COMPACTE NTS
STAB41ZED S
FLEX BASE
UND6TUR8E VANS
OPEN CUT
GRAVEL STREET
ST
6" THIP( CONCRETE
(28 DAY STRENGTH- 3500 PSI) * MAINTAIN 2X MAX
W/E4 BARS AT 18- O.C.E.W. PONT OF CROSS SLOPE
W/6" LSSB TO 2' BEYOND B.O.C. CURVATURE
BACK OF CURB
EXPANSION JT. & i 25' RAD. (MIN.)
SMOOTH DOWEL BAR.
1/2-0 X *-.WITH i TYPE -0"
CAP 0 12- O.C. ' ) LONGITUDINAL _
(COATED W/HEAVY GREASE) �� JOINT tSIEE RAMP OE �)
-----------'G -
-ACCESSIDLE ROUTE*
-- - - - - - -- - -- ;-------- ----- PONT OF
TANGENCY
14w
ST AT C, l4 EXPANSION W JOINT (TYP.)
EXPANSION JOINT MATERIA.
TYPICAL STREET CONCRETE APRON
}fiTYPE -D" EXPANSION JOINT. A
ST`TER T'%'% ELEV.=T/C ELEV.+3"
TNG& -- TYPE `G" EXPANSION ,JOINT
REMOVED KEEP 6" RISE TO I
� PROPERTY LINE 1 PROPERTY LINE
Ex1ASTTTER
r3y_
EXISTNG PVMT.'x`� I VANS
6.. *MAINTAIN 2Z MAX RETURN CUR13 TO HAVE
CROSS SLOPE AROLL FACE OBANISHING
-- -- AT RADIUS POINT.
REMOVE CURB TYPE �" AMBtRATORY RAMP
EXISTING BASE
tog,25' MN. R. IONgTU)MIALDRIVEWAY APRON SHW.I BE i JOINTSLOPE 1:12 MAX.
DEFD TE BAR 6" (28 -DAY CONCRETE THIiU ''
04 X N" O.C. STRENGTH - 3000 psi) W/04 - - - - - - - -FOR TYING NEW BARS Q 18" O.C.E.W. ASPHALT SIDEWALK
CONCRETE TO EXISTING APRONS W/O CURB & GUTTER
CONE PAVEMENT SHALL BE ALLOWED ON OPEN - - - - - - - - - - - - - - - - - -
-�------
ONLY DITCHED STREET SECTIONS SAW NEAT CUT SAW NEAT
T
ONLY. -
SEC'IIONA A
�1. TYPE -G'• A NEAT EXISTING CURB & GUTTER TO
EXPANSION JOINT SAW CUT BE REMOVED - REPLACE STREET
SURFACING AS NEEDED
COMMERCIAL DRIVEWAY
i, I ST2-03
MIN. 6- HVAC
COLLECTOR
*4 BARS. 18" O.C.E.W. -DAY CONCRETE
STD.
(TYPE C OR D) EXISTING SEAL COA
i
WIDTH
t8- N �L;5
PVMT.). Q 18- O.C. ST500
' 0 S/1t�T6"CUT
TYPE 'G" EXPANSION EXISTING CURB & GUTTER I
70
EXISTINGE
-+y 6•.
-�
STREET
r.( SAW CU
o
COMPACTED CEMENT - 12-�
JOINT. ELEV.+ TO BE REMOVED
KEEP 6" RISE TO
E TYPE -G- EXP
STABILIZED SAND
lhii ' - -
REFER TO HWAC SPECIFICATION
`
---
T/C ELEV.=3•' MATCH £ OF
KEEP 6'• RISE TO
PROPERTY LINE
I
� J�'►T• ELEV.
CURB RETURN RADIUS
t. IF THERE
A VALLEY
SEE BEDDING PETAL FOR
CURB RETURN RADIUS +2'
F
MATCH
EXISTING GUTTER
fE PROPERTY LINE E=iISTNG PVMT.
�2' ,W�
T/C ELEV.-
+'
o F
CURB RETURN RADIUS 1'-6"
PUTTER, THEN
CROWN Ai
TRANSITION
VALLEY GUTTER
Yr'
O
Cly RETURN RADS
r -6 --
EXISTING GUT
EXISTING
MAN. 4- HMAC BASE
__ __
'- 4 AC
o >
E ROUTE (4• MN.)
t )
TO FULL
CROWN N 50'.
■- r
Z >
ACCESSIBLE ROUTE (4• MWN
(OPTIONAL.)
LIMESTONE BASE.
PVMT..
�4..
fM D-698 AT
av
HTE �tE
2. CURB
IN
JOINTS
R�
•4
OF OPTIMUM
- - -- -- - -� EXISTING BASE
'
3 RISE
WAY APRON SHALL BE 4'
` NptE 6
1,
SPACED AT
GUTTER SHALL BE
A MAX. DISTANCE
It 3+ NOMINTE
3" R�
'DAY CONCRETE STRENGTH
--i
OF 4p'APART
RAIDS
AND AT ALL
TS. P.T: S & P.C:
EXISTING
DRIVEWAY APRON SHALL BE 4-
t28 -DAY CONCRETE STRENGTH
DEFORMED TIE BAR
04 X 18"
-3000 psi) WI+4 BARS 0 18-
O.C.E.W. ASPHALT APRONS W/0
1 /i"
'D"
TYPE "Sr-�TRACTK]wI
BASE
®3000 psi) W//044 BARS 0 a
O.C.
FOR TE TO E
Cum AND GUTTER SHALL BE
TYPE
LONCITIDIVAL.
,�T
JOINTS N
SHALL �
CURB &GUTTER
ICURB & AT A MAX.
L
DEFORMED TIE BAR E.W. ASPHALT SONS W/0
*4x18" AND GUTTER SHALL BE
TO CONCRETE MENT
ONLY
STREETALLOWESN SEN DITCHED
STREET SECTIONS ONLY.
DISTANCES
MAX
10•APART.
INT
O.C. FOR TIE ALL OPEN DITCHED TO CONCRETE TO
CTIONA
A
SMYONAA
3. 2X SLS'
4. 5' MN TRANSITION
SEC�TIONA A
STREE CTIDNS ONLY,
CONCRETE PAVEMENT
SLOPING AWAY FROM INTERSECTION
DOWN CURB
TO LAY
AT P.T.P.T,
SLOPING TOWARD
SLOPTOWARDINTERSECTION
ONLY.
SECTIONA A
SIDE S
I1EET WIDTH
W=LAYDOWNCf
NOTE: RAMPS ONLY WHEN
THE LONGITUDINAL SLOPE IS
GREATER THAN 1:20
RAMPS SHALL COMPLY WITH
TAS REOUREMENTS
*;EXIST
TAIN 2X S
E. 5' TH.
* WALKS. (A MN.
HND BACK OF CURB).
REMAIN IN PLACERWISE SIDEWALK MUST
R
NEAT SAW
—APPROX. 12 -
GE CULVERT
OLA. RCP PIPE)
NOTE:
>_ LENGTH OF DRAINAGE PIPE
RESIDENTIAL DRIVES IS 36'
& 20' MN.
2. ALL DRIVEWAY PIPES H
ROW MUST HAVE 1
SLOPED END SE
16:1 SLOPE} VED
EQUAL.
A TYPE "G•' EXPANSION JOINT
PROPERTY LINE
DOWEL INTO EXISTING SIDEWALK
-- ES) - W/*4 BARS 0 W" O.C.
RETURN CURB TO HAVE
A ROLL FACE DIMINISHING
44 H -HA AT RADIUS POINT
44 t+Mt"H
BACK OF CURB
mmJ SAW ATT A 1 AT SAW CUT
YPE "G- EXPANSION JOINT /EXISTING CURB & GUTTER TO
BE REMMOVEO. REPLACE STREET
SURFACING AS NEEDED.
RESIDENTIAL DRIVEWAY
T PROPERTY
- - - —f -- _ LINE
EDGE PVMT.
T
j STREET
�L DRIVEWAY F2
WITH CULVERT
FLEX BASE
EXISTING
VEL STREET
0 00 .o o.a••.;o.;.•
COMPACTE NTS
STAB41ZED S
FLEX BASE
UND6TUR8E VANS
OPEN CUT
GRAVEL STREET
ST
6" THIP( CONCRETE
(28 DAY STRENGTH- 3500 PSI) * MAINTAIN 2X MAX
W/E4 BARS AT 18- O.C.E.W. PONT OF CROSS SLOPE
W/6" LSSB TO 2' BEYOND B.O.C. CURVATURE
BACK OF CURB
EXPANSION JT. & i 25' RAD. (MIN.)
SMOOTH DOWEL BAR.
1/2-0 X *-.WITH i TYPE -0"
CAP 0 12- O.C. ' ) LONGITUDINAL _
(COATED W/HEAVY GREASE) �� JOINT tSIEE RAMP OE �)
-----------'G -
-ACCESSIDLE ROUTE*
-- - - - - - -- - -- ;-------- ----- PONT OF
TANGENCY
14w
ST AT C, l4 EXPANSION W JOINT (TYP.)
EXPANSION JOINT MATERIA.
TYPICAL STREET CONCRETE APRON
}fiTYPE -D" EXPANSION JOINT. A
ST`TER T'%'% ELEV.=T/C ELEV.+3"
TNG& -- TYPE `G" EXPANSION ,JOINT
REMOVED KEEP 6" RISE TO I
� PROPERTY LINE 1 PROPERTY LINE
Ex1ASTTTER
r3y_
EXISTNG PVMT.'x`� I VANS
6.. *MAINTAIN 2Z MAX RETURN CUR13 TO HAVE
CROSS SLOPE AROLL FACE OBANISHING
-- -- AT RADIUS POINT.
REMOVE CURB TYPE �" AMBtRATORY RAMP
EXISTING BASE
tog,25' MN. R. IONgTU)MIALDRIVEWAY APRON SHW.I BE i JOINTSLOPE 1:12 MAX.
DEFD TE BAR 6" (28 -DAY CONCRETE THIiU ''
04 X N" O.C. STRENGTH - 3000 psi) W/04 - - - - - - - -FOR TYING NEW BARS Q 18" O.C.E.W. ASPHALT SIDEWALK
CONCRETE TO EXISTING APRONS W/O CURB & GUTTER
CONE PAVEMENT SHALL BE ALLOWED ON OPEN - - - - - - - - - - - - - - - - - -
-�------
ONLY DITCHED STREET SECTIONS SAW NEAT CUT SAW NEAT
T
ONLY. -
SEC'IIONA A
�1. TYPE -G'• A NEAT EXISTING CURB & GUTTER TO
EXPANSION JOINT SAW CUT BE REMOVED - REPLACE STREET
SURFACING AS NEEDED
COMMERCIAL DRIVEWAY
i, I ST2-03
UNDISTURBED SOL--" Io VARIES \
O CUT SEAL COAT,
OVERLAY STREET
MIN. 6- HVAC
COLLECTOR
*4 BARS. 18" O.C.E.W. -DAY CONCRETE
STD.
(TYPE C OR D) EXISTING SEAL COA
528 3psi
BARS. *- LG..C
WIDTH
t8- N �L;5
PVMT.). Q 18- O.C. ST500
' 0 S/1t�T6"CUT
RAW WIDTH
70
EXISTINGE
-+y 6•.
-�
STREET
r.( SAW CU
o
COMPACTED CEMENT - 12-�
c~`
STABILIZED SAND
lhii ' - -
REFER TO HWAC SPECIFICATION
x
12_ FOR LIFT AND COMPACTION
REQUIREMENTS
T. SLOPE -•
SEE BEDDING PETAL FOR
SEE BECOM DETAIL. FOR
F
6"
APPROPRIATE PPE TYPE
TE PPE TYPE
UNDISTURBED SOL--" Io VARIES \
O CUT SEAL COAT,
OVERLAY STREET
NOTES:
1. RURAL SECTIONS WILL NOT REOURE ffi-
(EASEMENTSJTYAPAARAA,LLEL TO ROW WITHIN
NAL
2. OL OW T TY RCs STSAtDARD
16' UTILITY
EASEMENT
EE NOTE 1)
DETAIL FOR
PPE TYPE
VARIES
CONCRETE
14' 16' UTILITY
EASEMENT
(SEE NOTE U
x e
r
ENTIAL.
COLLECTOR
"
STD.
SECTION
PAVEMENT
WIDTH
24
RAW WIDTH
70
100
NOTES:
1. RURAL SECTIONS WILL NOT REOURE ffi-
(EASEMENTSJTYAPAARAA,LLEL TO ROW WITHIN
NAL
2. OL OW T TY RCs STSAtDARD
16' UTILITY
EASEMENT
EE NOTE 1)
DETAIL FOR
PPE TYPE
VARIES
CONCRETE
14' 16' UTILITY
EASEMENT
(SEE NOTE U
x e
r
�- TYPICAL RURAL ROAD RIBBON CURB SECTION
NOTES:
I. ALL SUBGRADES SHALL BE STABILIZED. 5. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR TES=
R TO B/CS UNWED DESIGN GUIDELINE MANUAL FOR 2. COLLECTOR STREETS WILL REQUIRED TO USE
OR St1=35Z. E WIDTH PI>IS AND X PASSING THE -200 ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. AC RIGHT OF WAY AND PAVEMENT WIDTH. REINFORCED CONCRETE (28 DAY STRENGTH -3
> 35x. USE LME STABILIZATION. 6. COLLECTOR STREETS WILL BE REOUItEO TO
3. FOR ES WITH PK 15 AND X PASSING THE •200 BASE OR 8- CRUSHED LMKSTONE BASE IZEO
A
SIEVE < 35X. RTLAD CEMENT STABLIZATIDN. SUBGRADE N ACCORDANCE WITH T UNIFIED DESIGN
4. SIDEWALK PLACE S WITH EACH LOCATION AND GUIDELINE MANUAL OR AS BY CITY ENGINEER. vARUIBLE R -O -W (SEE NOTE Is
WILL BE DETERMINED BY ER.
fE VARNASI.E R -O -W t E 5) �— E B/C TO B/C (SEE NOT --
Q V B/C C (SEE NOTE 5) Q
I SEE 5' CONCRETE 2' HOT MIX STO. CURB & GUTTER SEE 4• CONCRETE I
SIDEWALK DETAIL CONCRET RENT SIDEWALK DETAIL I
LIMIT OF NT-� 2' MIN. 4" CRUS BASE I 61• COMPACTED STAB ,. St1BGRA10E (98ZSTANDARD
FOR EXCAVATION B� V' CRUSHED
Ma LASSTTMI OI55557) ASTM 0-698 AT A MOIST U TENT BETWEEN
STABILIZATION (LOCAL STREETS) 0 AND -4X OF OPTIMUM.
TYPICAL STREET SECTION
ASPHAL7TC CONCRETE PAVEMENT ,ST
SEE 5'CONCRETE 6 -REINFORCED
`SIDEWALK DETAIL 28 DAYSTRENGT
ST
Q
C CURBS
SEE 4'CONCRETE
JOINT -\\ SIDEWALK DETAIL7
1-.4 BARS Q 18•• O.C.E.W. LW COMPACTED STABLIZEO ADE (98X STANDARD
Y (MRD SLAB) ASTM 0-698 AT A MOISTURE T BETWEEN
& 0 AND -4X OF OPTIMUM)
TYPICAL STREET SECTION
EVA-OXCEIJ C
XONCREIEP<4 v"ENT �T
Clay OF YAN
The Cood IL%, Tc. as Sty/c:'
BRAWN BY: C.Q.M.
DATE: 01-01-09
SCALE: N T S
APPROVED: W. P. I�
FIGURE
a T 10
SHEET 1 OF 1
"
STD.
CURB
a
Z
Ld
r
HALTIC
CONC. PVMT.
x
o
x
V2-
T. SLOPE -•
"'
F
MAN. 4- HMAC BASE
•�.
OR 6" CRUSHED
- 6"
0 STABILIZED SUBGRADE
LIMESTONE BASE.
(98:
STA
fM D-698 AT
A
OISTU2E CON
EEN 0 AMID
•4
OF OPTIMUM
�- TYPICAL RURAL ROAD RIBBON CURB SECTION
NOTES:
I. ALL SUBGRADES SHALL BE STABILIZED. 5. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR TES=
R TO B/CS UNWED DESIGN GUIDELINE MANUAL FOR 2. COLLECTOR STREETS WILL REQUIRED TO USE
OR St1=35Z. E WIDTH PI>IS AND X PASSING THE -200 ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. AC RIGHT OF WAY AND PAVEMENT WIDTH. REINFORCED CONCRETE (28 DAY STRENGTH -3
> 35x. USE LME STABILIZATION. 6. COLLECTOR STREETS WILL BE REOUItEO TO
3. FOR ES WITH PK 15 AND X PASSING THE •200 BASE OR 8- CRUSHED LMKSTONE BASE IZEO
A
SIEVE < 35X. RTLAD CEMENT STABLIZATIDN. SUBGRADE N ACCORDANCE WITH T UNIFIED DESIGN
4. SIDEWALK PLACE S WITH EACH LOCATION AND GUIDELINE MANUAL OR AS BY CITY ENGINEER. vARUIBLE R -O -W (SEE NOTE Is
WILL BE DETERMINED BY ER.
fE VARNASI.E R -O -W t E 5) �— E B/C TO B/C (SEE NOT --
Q V B/C C (SEE NOTE 5) Q
I SEE 5' CONCRETE 2' HOT MIX STO. CURB & GUTTER SEE 4• CONCRETE I
SIDEWALK DETAIL CONCRET RENT SIDEWALK DETAIL I
LIMIT OF NT-� 2' MIN. 4" CRUS BASE I 61• COMPACTED STAB ,. St1BGRA10E (98ZSTANDARD
FOR EXCAVATION B� V' CRUSHED
Ma LASSTTMI OI55557) ASTM 0-698 AT A MOIST U TENT BETWEEN
STABILIZATION (LOCAL STREETS) 0 AND -4X OF OPTIMUM.
TYPICAL STREET SECTION
ASPHAL7TC CONCRETE PAVEMENT ,ST
SEE 5'CONCRETE 6 -REINFORCED
`SIDEWALK DETAIL 28 DAYSTRENGT
ST
Q
C CURBS
SEE 4'CONCRETE
JOINT -\\ SIDEWALK DETAIL7
1-.4 BARS Q 18•• O.C.E.W. LW COMPACTED STABLIZEO ADE (98X STANDARD
Y (MRD SLAB) ASTM 0-698 AT A MOISTURE T BETWEEN
& 0 AND -4X OF OPTIMUM)
TYPICAL STREET SECTION
EVA-OXCEIJ C
XONCREIEP<4 v"ENT �T
Clay OF YAN
The Cood IL%, Tc. as Sty/c:'
BRAWN BY: C.Q.M.
DATE: 01-01-09
SCALE: N T S
APPROVED: W. P. I�
FIGURE
a T 10
SHEET 1 OF 1
I
NOTE=
HAY BALES ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN
RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR
TO DISCHARGE INTO A STORM DRAW INLET OR CATCH BASIN.
50' 100'
METAL T -POST —
1J�5 REO'D. TO MAINTAIN.
HAY BALE
w
HAY BALES j
,
METAL T -POST ZZ
AS REO'D. TO MAINTAIN.
PROTECTION
SWPP1-00
MINIMUM 12' SHALL BE FULL
WIDTH OF SITE ENTRANCE
6" MIN. DEPTH STONE TVARIES
(ASTM D448. 3" TO 0. t0 100.
5- DIAMETER) OVER
GEOTEXTILE FABRIC 5 t
WITH SAME SQUARE
FOOTAGE.
-- IXISTING STREET
NOTE=
s„ )MIN. DRESS WITH ADDITIONAL
I STONE AS NEEDED.
_=Y STONE IS TO BE MAINTAINED
SO AS TO PREVENT
CONSTRUCTION TRAFFIC
GEOTEXTILE FROM TRACKING MUD ONTO
FABSUBGRRIC ADE ADJACENT PUBLIC STREETS.
SECTIONA-
CONSTRUCTION EXIT SILT CONTROL
ISWPP1-02
GENERAL NOTES:
ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER
HAVE BEE 'BARED BY CONSTRUCTION SHALL BE ADEQUATELY
BLOCK S06MD OR HYDROMULCHED AND WATERED UNTIL
GROWTH d,! ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS
IS PRESENT. BLACK SOD WILL BE REQUIRED. BARED AREAS
SHALL BE �EEDEO OR SODDED WITHIN 14 CALENDAR DAYS OF
LAST DISTURBANCE.
APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED
DURING THE ENTIRE TOE 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 RAIN.
N
Z
O_
m ui
m m
m m
W W
EROSION CONTROL ALONG DITCH
SWPP1-01
2-X4- WIRE MESH
FASTENED TO T -POST
SEDIMENT CONTROL FABRIC
FASTENED SECURELY TO
rT-POST
& WIRE MESH
METAL T -POST 8- OF FILTER FABRIC TO EXTEND
AS REO'D. TO MAINTAIN. INTO A TRENCH AND BE ANCHORED
I
i
SPACED & APART WITH COMPACTED BACK FILL
con
SILT FENCE AND/OR ALLOW 2.5' TO 5' AT TOE OF
HAY BALES TO BE SLOPE FOR SEDNENT TO
ACCUMULATE. ALIGN FENCE
o �
USED N AREAS OF N-ODKs SLOE CONTOURS.
�w
DRAINAGE FLOW.
NATURAL 96ECTIOM OF ELOW
4-
� w
4-X4- MN. TRENCH 4-�
20"
I�
SILT FENCE ASSEMBLY
I SWPPI-03
HAY BALES j
,
METAL T -POST ZZ
AS REO'D. TO MAINTAIN.
PROTECTION
SWPP1-00
MINIMUM 12' SHALL BE FULL
WIDTH OF SITE ENTRANCE
6" MIN. DEPTH STONE TVARIES
(ASTM D448. 3" TO 0. t0 100.
5- DIAMETER) OVER
GEOTEXTILE FABRIC 5 t
WITH SAME SQUARE
FOOTAGE.
-- IXISTING STREET
NOTE=
s„ )MIN. DRESS WITH ADDITIONAL
I STONE AS NEEDED.
_=Y STONE IS TO BE MAINTAINED
SO AS TO PREVENT
CONSTRUCTION TRAFFIC
GEOTEXTILE FROM TRACKING MUD ONTO
FABSUBGRRIC ADE ADJACENT PUBLIC STREETS.
SECTIONA-
CONSTRUCTION EXIT SILT CONTROL
ISWPP1-02
GENERAL NOTES:
ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER
HAVE BEE 'BARED BY CONSTRUCTION SHALL BE ADEQUATELY
BLOCK S06MD OR HYDROMULCHED AND WATERED UNTIL
GROWTH d,! ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS
IS PRESENT. BLACK SOD WILL BE REQUIRED. BARED AREAS
SHALL BE �EEDEO OR SODDED WITHIN 14 CALENDAR DAYS OF
LAST DISTURBANCE.
APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED
DURING THE ENTIRE TOE 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 RAIN.
N
Z
O_
N
w
I
i
con
o �
�w
c o
� w
o �
I�
P
LLi
W'
r.a
Q
CITY OF BRYAN
Tlie Cood Life, Texas Style.
I
DRAWN
BY:
DATE:
01-01-q9
SCALE=
N T
APPROVED: W� P. K.
FIGU I E
D D
SHEET OF 1
PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX.
200' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, Y= 10199936.19, Efev= 322.23
WiuraAMI& €srrxan
Mi
Me
WLIL
I J_
AM r*V
S/TE
rxaIrl,
Wsn,�v
SITE PLAN NOTES:
Name of Project: Cottages of College Station Leasing Trailer
??2.
ddress: xxxxxx 0000c Holleman Drive, College Station, Tx
Owner. CAPSTONE -CS, LLC
431 OFFICE PARK DRIVE
BIRMINGHAM, AL 35223
(205) 414-6455
4. Engineer. Mitchell J'c Morgan, LLP.
511 U iversity Drive East, Suite 204
Cd12' c 'on, Texas 77840
(97s 260 963
5. Zoning: Poi 1
6. Existing U • UIX4 ' -Vacant Proposed Use: Temporary l
sing Trailer , !
Setbacks: Per City of College Station Ordinances - ti
8. Site Area: xx acres
Water Demands (Per Unit) : Min.= 0 gpm, Avg.= .07 gpm, Peak=
0.13 gpm
10. Sanitary Demands: 400 GPD Max., Min= 0 GPD, Avg. = 100 GPD
(Per Unit)
This site does lie within the 100 -year floodplain boundary per FEMA's
Flood Insurance Rate Map panel 48041CO182 C. Effective date: July 2,
1992.
RKING REQUIREMENTS
6 SQFr BDLG./250 = 6 Parking Spaces Required
= 18 Parking Spaces Provided
dicap Parking:
Table 2 Section 4.1.2 of TAS
1-25 needs 1 Spaces
Total
X. Spaces Requhed
7 z" VAN
•i rnp) PAfilai
ONLY
2
•i
i r1' SLOPE
IET H/c Pia am -um IEI1m
seas= a Esau
EX1E
ACYL SIN 0 VAN SPACE GLY
I 11-I/1!' -ttP
P09
1/Y
RAL CONSTRUCTION NOTES:
t shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore,
introctor shall contact all utility company representatives a minimum of 48 hours in advance of any excavation.
(x.,iM I Z " Ohrl ILI IM r -b
a. Contact Dig Tess 0 1-800-344-8377
b. Contact Richard Wallace 0 Verizon 821-4752
h. Contact Gilbert Ramirez 0 CSU (ELectrical) 764-6255
i. Contact Butch Willis 0 CSU (Water/Wastewater) 764-3660
UI construction shall be in accordance with the current City of College Station (CS.) Standard Specifications for Street
iieeyi
tion shall be performed by the staff of the City Engineer of C.S. All construction shall be coordinated with the City of C.S.
igineer.
n lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the City
STORM WATER
er for any substitution prior to Construction. Requests for changes should include product information and an engineers seal
���� PREVENTION PLM
The contractor shall be financially responsible for the engineers time spent reviewing changes and redesigning
GENERAL NOTES
on contractors requests.
french Safety Requirements shall be in accordance with OSHA Standard 29 CFR Part 1926 Subpart P and oil federal, state
_
cal regulations.
GENERAL
RAL CONSTRUCTION NOTES:
t shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore,
introctor shall contact all utility company representatives a minimum of 48 hours in advance of any excavation.
(x.,iM I Z " Ohrl ILI IM r -b
a. Contact Dig Tess 0 1-800-344-8377
b. Contact Richard Wallace 0 Verizon 821-4752
h. Contact Gilbert Ramirez 0 CSU (ELectrical) 764-6255
i. Contact Butch Willis 0 CSU (Water/Wastewater) 764-3660
UI construction shall be in accordance with the current City of College Station (CS.) Standard Specifications for Street
ucUon, B/CS Unwed Technical Specifications, Water and Sewer and Generals, 2008, and BCS Unified Design Details. All
tion shall be performed by the staff of the City Engineer of C.S. All construction shall be coordinated with the City of C.S.
igineer.
n lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the City
STORM WATER
er for any substitution prior to Construction. Requests for changes should include product information and an engineers seal
���� PREVENTION PLM
The contractor shall be financially responsible for the engineers time spent reviewing changes and redesigning
GENERAL NOTES
on contractors requests.
french Safety Requirements shall be in accordance with OSHA Standard 29 CFR Part 1926 Subpart P and oil federal, state
_
cal regulations.
GENERAL
' PLDnEElk as s.P wQl - 137 pp
TRENCHING AND BACKFIWNG: All trenching and backfilling shall conform to the specifications set out herein. Testing shall be
id by a certified laboratory, at the Owners expense, to verify these standards. Any retesting due to substandard work shall
1. All co'troctor
vehicles, including employee's vehicles, shall park within the
the expense of the Contractor. Structural areas shall include all sidewalks and shall extend 5' beyond the curb lines of all
project sil
Is to minimize traffic on the public streets adjacent to the work site
alleys and parking areas
entrance.
Contractor will provide sufficient parking areas to accommodate his
t is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities near
vehicles.
to original
areas disturbed or destroyed by vehicular parking will be repaired
condition prior to completion of project.
!ed overhead power Imes. Additionally, the contractor shall coordinate Dill proposed work and procedures with the city of C.S.
:al Division.
2. Con tr
ctors shall ensure that no dirt from the project accumulates in the existing
UI materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is used. All
streets. If
dirt or debris from the project site accumulates on adjacent streets, the
As and equipment shall be both furnished and installed unless otherwise noted.
contractor
shall immediately clean those areas.
The Contractor must provide construction staking from the information provide on these plans.
3. Contractor
shall place erosion control protection at appropriate downstream
soil exposed by construction shall receive cellulose fibermulch seeding.
locations
In minimize silt and debris from leaving the construction site and
:aches may be left open overnight if properly barricaded.
entering tie
drainage system.
,djustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility, etc. are not separate
ims. The Price of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc.
4. If required
on the plans, the contractor shall maintain a vehicle wash down area of
he contractor shall coordinate with Atmos, Suddenfink Communications, BTU, CSU, and Verizon to adjust the location of
sufficient
size and in a location to facilitate cleaning his vehicles prior to leaving the
3 facilities.
work site.
e contractor is responsible for traffic control. This is not a separate pay item.
5. Once
vegetation is well established contractor is responsible for removing all
mporary spoilareaswill beidentifiedon--site by owner. - _ _
temporary
lerosion-control measures (i.er-silt fences, rock check --dams, etc.)
roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not to be visible from any
right-of-way or residential district within 150' of the subject lot, measured from a point five feet above grade. Such
6. Structural
controls shall be installed as soon after clearing as practical and
ing shall be coordinated with the building architecture and scale to maintain a unified appearance.
maintained
in good working order until the site is stabilized.
tenor Building and site lighting will meet the standards of Section 7.10 of the Unified Development Ordinance. The light
7. Alternate
structural controls may be utilized if approved by Engineer.
shall not project below an opaque housing and no fixture shall directly project light horizontally. Fixtures will be mounted in
i manner that the projected cone of light does not cross any property line. The contractor
shall comply with the TCEQ STORM WATER DISCHARGE PROGRAM and
rkin shown is for informational u only. The trailer and n area is temporary in nature and will not be stn ed.'✓
9 purposes Y parking Po ry� P
is responsible
for completing and filing the appropriate forts.
I
ma
E GRADE TO DRAIN
1�1 -, +t)
eeuAtn &-(r
CRUSHED LIMESTONE BASE MATERIAL
1D:00
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