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1: BEAR114G SYSTEM SHOWN HEREi N 1S BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVVATION,
2. NO PORTION OF THIS TRACT IS WITHIN THE .100 Y AR FLOODPLAIN ACCORDING TO THE, F.E.M.A, FLOOD INSURANCE RATE'
MAPS FOR BRAZOS COUNTY AND INCORPORATED A�,`EA,S; MAP -N0. 48041C032rE AND NO: 4804100375—E, EFFECTIVE.'
DATE: MAY .16, 2012.
3. 1/2" IRON RODS AT ALL LOT- CORNERS AND ANGLE POINTS, AS REQUIRED BY SHE SUBDIVISION REGULATIONS, OF THE CITY
OF COLLEGE STATION.
4. .CURVE LENGTHS SHOWN ARE CHORD LENGTHS.
5. .DRAINAGE OF THE LOTS WILL FOLLOW NATURAL DRAINAGE PATTERNS. BORROW DITCHES WILL CONVEY RUNOFF TO CULVERT
STRUCTURES OR TO NATURAL DRAINAGES. THE EXISTING DRAINAGE WAYS SHALL BE, ONES.ERVED IN THEIR CONDITION AND
THE NATURAL FLOW OF .WATER iIN THE EXISTING- DRA114AOE WAYS y�(ALL NOT. BE OBSTRUCTED.
6.1 LOTS ARE TO BE SEWERED BY INDIVIDUAL ON—SITE SEWAGE FACILITIES (OSSFs) WHICH MUST. COMPLY. WITH ALL COUNTY &
STATE OSSF REGULATIONS. ALL OSSF CONSTRUCTION MUST HAVE AN "AUTHORIZATION TO CONSTRUCT". PERMIT ISSUED BY
THE BRAZOS COUNTY HEALTH DEPARTMENT. THIS PERMIT -ENSURES COMPLIANCE WITH THE QQUNTY ORDER. ADOPTED BY
THE COMMISSIONERS COURT. OF BRAZOS COUNTY, PURSUANT 11Y THERPEO BIONS OF,r, ECTION 21.084. OF THETEXAS
WATER CODE. ON—SITE SEWAGE FACILITIES DISPOSAL AREAS SHALL NOTE ROA.V:.. 14 1010 -FOOT OR THE 150 FOOT
SANITARY ZONE OF A PRIVATE OR PUBLIC WELL, RESPECTIVELY.
7. THE WATER SUPPLIhR FOR :THIS DEVELOPMENT IS THE WELLBORN .SPECIAL UTILITY D�21CT, THE WATERLINES UL BE
DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION SPECIFICATIONS A14D STANDARDS AND WILL BE , LOCATED IN
THE 1.6.' UTILITY EASEMENTS AT THE. FRONT OF THE RESIDENTIAL LOTS. THESE WATERLINES WILL PROVIDE .THE, REQUIRED'
FLOW TO FIRE HYDRANTS TO DEET FIRE. PROTECTION REQUIREMENTS. A .FIRE .FLOW TEST .,JILL NEED TO BE PERFORMED
AND SUBMITTED UPON COMPLETION OF THE LINE TO VERIFY THE CONSTRUCTED SYSTEM. INEETS UIE BCS MINIMUM DESIGN
GUIDELINE REQUIREMENTS,
8. ALL' TREES AND, BRUSH SHALL IBE REMOVECIFROM THE .ROADWAY RIGHTS-OF—WAY, RIGHTS—UF—WAY. DEDICATION AREAS.. '
AND PUBLIC UTILITY EASEMENTS.
9. EXISTING UTILITIES LOCATED IN RIGHTS-OF=WAY DEDICATION AREAS WILL BE..RELOCATED INTO THE'ADJACENT PUBLIC UTILITY
EASEMENT AT THE DEVELOPER'S 'EXPENSE.
10. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL. BE :PROVIDED BY BRYAN TEXAS UTILITIES (BTU), THE ELECTRIC
DISTRIBUTION LINES WILL. BE. LOCATED IN THE 16' UTILITYEASEMENT AT THE FRONT OF THE LOTS AND IN THE SIDE LOT
EASEMENTS. ELECTRICAL DISTRI UTIOtJ LINES MAY ALSO 8E, LfJCATED IN. THE 29' P.U.E. AW04G THE PERLMETM OF THE
SUBDIVISION. ADDITIONAL EASEMENTS WILL BE PROVIDED AS REQUIRED BY BTU.
11. THERE SHALL BE A 5' WIDE E)I'8EMENT FOR ANCHORS AND GUY WIRES NECESSARY TO HELP SUPPORY OVERHEAD UTILITY
LINES. SAID EASEME61TS WILL EKTEND 20' BEYOND ANY UTILITY EASEMENT.
12. ALL INTERIOR LOT LINES SHAL HAVE. A 20' PUBLIC UTILITY EASEMENT—CENTRED ON THE LOT O E. ALL ,REAR LOT LINES
THAT ADJOIN ANOTHER LOT WI HAVE A 10' UTILITY El,1yEMENT ALONG THE COMMON LOT LINE, 0,CEPT WHERE REAR LOT
LINES FOLLOW EXISTING DRAINiQE WAYS.
13. THE SUBJECT TRACT LIES WI IN' THE EXTRA—TERRITORIAL JURISDICTION (ETJ) 'OF THE CITY OF COLLEGE .STATION.
14. BLANKET EASEMENT TO CITY. OF BRYAN, 95/277, DOES APPLY TO THIS TRACT.
15. BUILDING SETBACK ARE 25' ADJACENT TO ALL STREETS. ADDITIONAL BUILDING SETBACKS MAY BE REQUIRED BY DEEP
RESTRICTIONS,
16z BRAZOS COUNTY WILL NOT BE ,RESPONSIBLE FOR: MAINTAINING THE SLOPE OR DRAINAGE.EASEMERTS. THE HOME OWNERS'
ASSOCIATION (HOA) WILL. MAINTAIN THE EASEMENTS.
LINE TABLE
LINE #LENGTH (DIRECTION.
Curve Table
L1 71,95 N39 17 .20 W
CHORD DIRECTION
C2 7144. 365:00' 011'12'53". 35.84' '71.33'
L2 48.58'
S79'
17' 27"W
L3 25.47'
N73'
35' 03"W
L4 9114'
71 99'
N�1'3'.12'
47"W
N
5' 3T 19"W
Curve Table
CURVE # LEN64 .. RADIU9 DELTA TANGENT CHORD
CHORD DIRECTION
C2 7144. 365:00' 011'12'53". 35.84' '71.33'
N21'35'12"E
C3 261.35' 335.00' 044'41'58" 137.73' 254.77'
,38'19'44"E
L5 n
L6 85.54 Nk' 49' 27"W
L7 52,71' N60' 40' 43"E
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Document Humber: AI184,3142