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( ALL CONCRETE WORK SHALL BE,TESTED AND IMSFIECTED',IN CONFORI'IANCtE WTIH THE APPLiC BLE �
BUILDING CODE FOR 3000 PSI CONCRETE BY.A LABORATORY OR TESTING AGENCY- TEST AND
INSPECTION REPORTS SHALL" BE SUSMTTED TO THE ENGINEER, CONTRACTOR AND BUILDING
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ALL CEMENT AND REINFORCING STEEL SHALL BE FROM TESTED STOCK. ALL REINFORCING NO. 4 AND
LARGER SHALL BE GRADE 60.
CONCRETE THAT ODES NOT REiACH THE
SPECIFIED 28 CAY WORKING STRESSES BASED ON ABOVE TESTS
SHALL BE RETESTED PER,18C. IF THE REQUIRED ADDITIONAL. TESTS FAIL,TO REACH THE SPECIFIED
COMPRESSIVE STRENGTH. THE STRI,ICTURE.SHADE ;REEVALUATED BY THE ENGINEER FOR:THE LOWER
STRENGTH CONCRETE AND, IF IT FAILS TO ." LL MEET THETR,EQUIREO STRUCTURAL' STANDARDS. THE
CONCRETE SHALL BE 'REMOVED. k
ALL THE REMEDIAL WORK, INCLUDING ANY DESIGN WORK BY' THE ENGINEER AND- ANY' RE—TESTING,
SHALL BE PAID FOR BY THE, WALL:CONTRACTOR.
F, STONE MQNfBY W&L1.
WALL MATERIALS FOR CORE AND FACE TO SE VERIFIED AND PROVIDED"BY CONTRACTOR. APPEARANCE
OF FACE STONE PER OWNER.
f BATTER INDICATED ON DETAILS MAY VARY ,BY ,1", REAR OF WALL;MAY MATCH FRONT
BATTER.
6-INCH DRAINS SHALL BE PROVIDED BEHIND WALL AS SHOWN IN DETAIL. PVC PIPE, SHALL DRAIN II�ITO
STORM DRAIN S'fSTEM.
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ALL FINISHED PARKING. WALKING SURFACES AND LANDSCAPING SHALL BE GRADED AND SLOPED TO
PROVIDE POSITI'IE DRAINAGE AWAY FROM WALL. 1
A CHAIN UNI FENCE OR PEDESTRIAN HANDRAIL SHALL SE PROVIDED FOR ANY AREA WHERE THE
• VERTICAL DROP IS GREATER THAN 32 INCHES. FENCE OR HAND RAIL SHALL NOT BE TIED TO
1 STRUCTURAL WILL
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PRIOR TO CON`_TRUCTION, CONTRACTOR SHALL VERY AND FIELD LOCATE ALL UTILITIES. UTTUTIES SHOWN
ON WALL PLAN AND/OR SECTIONS MAY NOT REPRESENT AlL UNDERGROUND UTILITIES NEAR WALL
CONSTRUCTION.
CONTRACTOR SHALL IMPLEMENT PROPER SHORING TO PROTECT THE INTEGRITY OF THE EXCAVATION
(INCLUDING BUT NOT LIMITED TO NEARBY;'UNDERGROUND UTILITIES AND:ADJACENT FOUNDATIONS). .
TRENCH SHORING SHALL BE DESIGNED 13y OTHERS
I ENGINEER ASSUMES THAT SOIL CONDITIONSi'.ALONCC 'RETAINING WALL:ARE SIMILAR TO THE SOIL OBTAINED
' FOR THE SOILS REPORT. OWNER SHALL VERIFY THIS ASSUMPTION:WITH GEOTECHNICAL ENGINEER PRIOR
TO CONSTRUCTION. `
III ENGINEER ASSUIMES THAT ADJACENT BUILDING FOUNDATIONS IMPART NO. SURCHARGE LOADING ON WALL.
I OWNER TO VEF IFY, WITH GEOTECHNICAL ENGINEER ;PRIOR..TO CONSTRUCTION.
OWNER TO CONSULT WITH TRENCH SHORING.SPECIALIST PRIOR TO ANY EXCAVATION FOR RETAINING WALL
, t LL UTILITIES ':;HALL BE RELOCATED PRIOR`TO WALL CONSTRUCTION., WALL. LOCATION AND LOADING
il, SFIPlL BE CONSIDERED WHEN. INSTALLING PIPE-AND ASSOCIATED.EMBEDMENT AND BACKFILL MATERIAL.^
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GENERAL Nt]T1E5. voioxi (254) 742-2050 For; (254) 742-2055
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CITY OF COLLEGE STATION
Planning er Development Services
September 2,2005
Steve Hapanionek
Hillcrest Development, Inc.
404 N. Galena Ave.
Dixon, IL 61021
RE: 1100 University Drive East,College Station Texas
Lot 1R Block 1,Wheeler Subdivision Phase 2
Dear Mr. Hapanionek:
This letter is to inform you that the above referenced property has received an administrative adjustment of two
feet to the 20-foot depth required for parking stalls. This adjustment applies only to the 20 parking spaces at the
rear of the property.
According to the Unified Development Ordinance (UDO), Section 3.15, the Administrator has the authority to
grant an adjustment of up to 10 percent from any numerical zoning standard set forth in Articles 5, 6, or 7 of the
UDO. To approve the application for an administrative adjustment, the Administrator shall make an affirmative
finding that specific criteria, as outlined in Section 3.15.E of the UDO, have been met.
The Administrator has found that:
Granting the 10% adjustment will ensure the same general level of land use compatibility as the
otherwise applicable standards because the amount of the adjustment is negligible and will not
significantly alter the intensity of the land use;
Granting the adjustment will not materially or adversely affect adjacent land uses or the physical
character of uses in the immediate vicinity of the proposed development, because of the significant
grade change from adjacent restaurants and that this particular development is not oriented toward the
surrounding restaurant uses.
Granting the adjustment will be generally consistent with the purposes and intent of this UDO owing to
the fact that the reduction of six parking spaces is negligible.
If you have any questions, please feel free to call me at 979.764.3570
Sincerely,
Joey l u n,AICP
Dire,or tf Planning&Development Services
cc: Case File#05-156
Kyle Legends I, L..P. via fax 214.890.1355
P.O.BOX 9960•1101 TEXAS AVENUE
COLLEGE STATION •TEXAS•77842
979.764.3570
www.cstx.gov