CM-10-10-223ROUND ROCK, TEXAS
PURPOSE. PASSION. PROSPERITY.
Item Caption:
Approval Date:
City Manager Approval Summary Sheet
Consider executing Permit Number AM -09-05-06-08 to construct a commercial driveway
at RM 620 on the State of Texas highway right-of-way.
11-05-2010
Department: Administration/DSO
Project Manager: Aneil Naik
Item Summary:
Sign as property owner for tract of land for proposed driveway location to be placed by private developer.
Strategic Plan Relevance: Maintenance Infrastructure
Cost: $0
Source of Funds: N/A
REV. 6/10/10
Permit to Construct Access facility on
-of-Way within the
State of Texas Highway Right ofl
ROUND ROCK,TE)(AS Extraterritorial Jurisdiction of the City of Round Rock, Texas
PURPOSE. MOM PROSPERITY.
Permit Number NA — o q —
The City of Round Rock, hereinafter called the City, hereby authorizes Ge0-1 nh' POJTIc li,c-K
(Naine of Property Owner -Permittee)
721 e • i'tigln! :?
(Address)
Raitsti, 17-o 44- , rX - bb+
(City. State, Zip)
hereinafter called the Permittee, to ✓construct / reconstruct a r.An&MtF (kL tt 1dFcVMf
(construction entrance, commercial, industrial, private or public road/driveway) access facility
512. 2-(S 51-I0
(Telephone No.)
in tt)ICounty, located as identified with
MAPSCO Panel 11 4i3 & MAPSCO grid leiter L..- plus the centerline point of access facility @ ROW by one of the below,
GPS latitude & GPS Longitude
or
Hwy # p_m. i?LO , Station # 41- -1' :34- 3't. _ (Left or Right) i e, T
Subject to the following:
I . The Permittee is responsible for all costs associated with the construction of this access facility.
2. Design of facilities shall be as follows and as shown on the attached sketch, plans and details (11 x 17 size ntax.) and is subject to
conditions stated below:
1:114 1kri-rale MG-TN/VC -Xi.0 .-77/ I pill • ,4-w RAA9ntet9 en_
3. Proposed access and related improvements (design. materials, and installation) shall be in compliance with the current CORR Access
Management Pian for State Highways, Special Requirements for installation. and the City's Development and Construction Standards
(DACS) at the time of installation.
4. MI construction and materials shall be subject to inspection and approval by the City.
5. Maintenance of facilities constructed hereunder shall be the responsibility of the Permittee. The City and/or State of Texas reserves the
right to require any modifications, maintenance or repairs as may be necessary to provide protection of life or property on or adjacent
to the highway. Design changes shall not be made without approval by the City.
6. The Permittee shall hold harmless the City and State of Texas and it's duly appointed agents and employees against any action for
personal injury or property damage sustained by reason of the exercise of this permit.
7. Except for regulatory and guide signs at county roads and city streets, the Permittee shall not erect any sign on or extending over any
poniot of the highway right of way, and vehicle service fixtures such as fuel pumps, vendor stands, or tanks shall be located at (east
12 feet from the right of way line to ensure that any vehicle service front these fixtures will be off the highway right of way.
8. lite City and/or the State of Texas reserves the right to require a new access facility permit in the event of a land use change or change
in driveway traffic volume or vehicle types.
9. ibis permit will become null and void if the above referenced access facility is not constructed and completed within six (6) months
from the issuance date of this permit.
10. The Permittee will contact the City, at telephone number (512) 218-5555, at (east twenty-four (24) hours prior to beginning work
authorized by this permit.
Date of Issuance Daniel Lynn Haider, PE
City Engineer
The undersigned is authorized to sign on behalf of tate Permittee and warrants that the Permittee and its agents agree to comply with the
teras andcondidons set forth in this permit for constructio of an access facility on the highway right of way.
Date: / 1— S— it Signed -
NA -1
igned•
(A-I 0-1 0-223
ES *R. t4us, P.
Page CI T;-) lM i N 1447 Revised Oi/20/o6
ADVANCE
INTERSECTION
LANE CONTROL
R3-8
24" x 30"
e4.
(W)(8")(SLD)
DOUBLE
(Y)(4")(SLD)
♦ t 1
•A
� 1 �
•
t .
•
t
1
(1)(12")(SLD)(DIAGONAL)
(Y)(4")(SLD)
00
(12' MINIMUM)
(45 MAXIMUM)
SIDEWALK AREA.
(SE=E NOTE #1)
15 WOLMANIZED WOOD
EXPANSION JOINT W/ #4
DOWELS of a" O.C.
PROVIDE EXPANSION JOINT
WHERE DRIVEWAY MEETS CURB
AND GUTTER, IF ONE EXISTS
WITHIN 5 FEET, THIS
JOINT NOT REQUIRED.
MINIMUM 10'
RADIUS. (TYPICAL)
SAW CUT EXISTING CURB
FLOW UNE.
�-- DXPANSION JOINT REQUIRE
AND GUTTER SECTION AT PROPOSED DRIVEWAY,• IF NEAREST EXPANSION JOINT
IS WITHIN 5 FEET OR LESS FROM DRIVEWAY, eXISi1NG CURB AND GUTTER SECTION
SHALL BE REMOVED AND REPLACED TO THE NEAREST EXPANSION JOINT.
PLAN
TOP OF CURB BEYOND.
ASPHALTIC CONCRETE
SURFACE COURSE.
TOP OF CURB.
UP OF GUTTER.
DRILL EXISTING
GUTTER.
TYPICAL SID• EWALK LOCATION.
rirAPER
U7�fGTHL) VARIES CURB FOR
FOR WIDTHS (W) OVER 30'.
—
SIDEWALK AS NECESSARY.
COMPACTED 1 a:
BASE COURSE. MEN.
pit
EXIST. N
•
NST. ONST
ROLL GENTLY
AS REQUIRED.
SECTION 'A—N
245--#4 SMOOTH DOWEL,
PRE MOLDED EXPANSION
JOINT MATERIAL.
16" DOWEL COATING
SLEEVE,
EXPANSION JOINT D
DOWEL SUPPORT.
SAW CUT.
NORMAL *ELEVATION o k'.
IS LENGTH OF DRIVEWAY
MULTIPLIED BY 2% PLUS
TOP OF CURB ELEV.
S 0 1 B" O.C.E.W.
CLASS '14' CONCRETE
Wft}L BROOM FINISH.
25 SAND CUSHION.
COMPACTED SUBGRADE.
SECTION_
1.. THE SIDEWALK AREA OF THE DRIVEWAY SHALT_ SLOPE TOWARD TETE STREET PAVING AT NO MORE THAN 2%,
RECORD SIGNED COPY
ON FILE AT PUBLIC WORKS
APPROVED
II -OD -01
DATE
THE ARct!ri'EL1/EMUINEER AS�UUA
RESPONSIjf1LITV FOR VIE APPROPRIATE
• USE 11F THIS nET,11i.
CITY OF ROUND ROCK DRASTI:%NO
CONCRETE DRIVEWAY DETAIL
(COMMERCIAL OR MULTI -FAMILY)
(o)
CONTINUED ON FAQ 346
MIS PAGE ALSO APPEARS IN THE
N-4>SCO WILLIWSON °DUNNriN
STREET G'JIDE AS PAGE 376.
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SCALE IN MILES
0 V, '/. i4
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Ni1NUED ON MAP 373
SCALE IN MILES
0 V, '/. i4
BOOK PAGE 1073
RD)
CONTINUED ON MSP 406
COPYRIGHT 1993, 2004 by MJ?CO fNC. - ALL PJGHTS RESERVED
CONTINUED ONMLP 377
SCALE IN FEET
1DDD 20DD SOD0
Pf
a 1!