HomeMy WebLinkAboutPermit to Construct Non-Commercial Access Driveway Facilities(*t1""
CITY OI- COl.l EQ; STATION
Home of'lexas Au -Al lhtive sirv'
FOR OFFICE USE ONLY
CASE NO.:
DATE SUBMITTED:
TIME.
STAFF:
PERMIT TO CONSTRUCT NON-COMMERCIAL ACCESS DRIVEWAY
FACILITIES ON CITY OF COLLEGE STATION RIGHT-OF-WAY
TO: The Texas A&M University System
John B. Connally Building, 6th Floor, 301 Tarrow
College Station, TX 77840-7896
Dear Sir or Madam:
The City of College Station hereby authorizes the construction on public right-of-way for development of access to your
property which abuts
Cross Street & Inlow Blvd.
provided you agree to and comply with the following conditions:
1. Design of facilities shall be as follows and/or as shown on sketch:
C1.1: Overall Site Plan
C3.2: Driveway Details
2. Maintenance of facilities constructed hereunder shall be the responsibility of the property owner, and the City
reserves the right to require any changes, maintenance or repairs as may be necessary to provide protection of life or
property on or adjacent to the public right- of -way. Changes in design will be made only with approval of the City
Engineer.
T lol ia�,
3. AThe owner shall hold harmless the City and its duly appointed agents and employees against any action for personal
injury or property damage sustained by reason of the exercise of the permit.
The City of College Station will assist as follows:
This permit shall not be valid until owner signs the statement in which he agrees to comply with the conditions herein. The
City Engineer should be contacted at least twenty-four (24) hours before beginning the work authorized by this permit.
By:
City of College Station
City Engineer
10/10 Page 1 of 2
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NOTE: REFER TO B/CS
DETAIL ST2-03 FOR
ADDITIONAL REQUIREMENTS.
MAINTAIN <2.00%
CROSS —SLOPE
THROUGH SIDEWALK
PROJECTION
MATCH TO EXISTING
PAVEMENT GRADE, _
SLOPE & ELEVATION
FLUSH
TIE INTO EXISTING
CURB /
w/EXPANSIa4_
JOINTS
00
STORM SEWER
(SEE SHEET
C1.3A)
s.
2-36"0 RCP I I I I
(CL4)
I I I 1
i
' I 1
cs� �
m
6" RAISED/N \ \
CURB
EXP AN510 � � \ 1
1 \
w
6" RAISED
CURB
j TIE INTO EXISTING
CURB
w/EXPANSION
JOINT
� Aso
STORM SEWER
(SEE SHEET
11'x 6' CURB C1.3A)
INLET (5'
OPENING -
BOTH SIDES) FF
EXP PN510N �>D\Nj
1 0 \ 1\
o� \
DECORATIVE PAVEMENT
(REF. TO LANDSCAPE \ \
ARCH. DWGS.) \
ol
1
1 \
N INLOW BLVD. DRIVEWAY ENTRANCE
1 "=10'
7" THICK
CONCRETE (3,500
PSI) w/#4 BARS
18" 0. C. E. W.
6" RAISED
CURB
30.00,
0. 59'
STORM SEWER
—(SEE SHEET
C1.3A)