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NOW OR FORMERLY \
THE SUMMIT CROSSING, LLC \ ~`
I fl f f r �'i1 \ l ' i ' '' (VOLUME 7675, PAGE 179) \, ✓
\ (31.978 ACRES)
10' P.U.E.
(8434/181)
\ 60' EXXON -MOBIL PIPELINE
�'- I /� l \j ` ' i \ �• �.._ F \ EASEMENT (127/411,
108/175) \
TEMPORARY _ I
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SANITARY (SEE _
CoCS GPS MARKER No. 1 i
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SUMMIT CROSSING -PHASE 2B
BOUNDARY LINE DATA
LINE BEARING
DISTANCE
L1 N 52'15'19" W
59.72'
L2 S 37°44'40" W
50.00'
L3 N 47°03'20" W
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36.92'
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39.27'
90'00'00"
S 87°56'43" W
35.36'
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Cl
25.00'
5.04'
11'32'29"
N 5'09'44" W
5.03'
C2
50.00'
98.68'
113'04'59"
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83.43'
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11'32'29"
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BOUNDARY CURVE DATA
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Cl
25.00'
41.54'
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36.92'
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39.27'
90'00'00"
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35.36'
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Cl
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5.04'
11'32'29"
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5.03'
C2
50.00'
98.68'
113'04'59"
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83.43'
C3
25.00'
5.04'
11'32'29"
S 8337'14" E
5.03'
C4
25.00'
39.83'
91 °16'57"
N 44'58'02" E
35.75'
C5
25.00'
40.24'
92°12'46"
S 46'46'50'° E
36.03'
C6
25.00'
40.01'
91'42'16"
S 41 °15'39" W
35.88'
C7
25.00'
37.00'
84'48'00"
N 46'59'29" W
33.72'
C6
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39.27'
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35.36'
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SYMBOL & LINE LEGEND
- • - BUILDING SETBACK LINE
).DO'107.50E `=t ---
- � +, -PROPERTY LINE
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4 q P.U.E. PUBLIC 'UTILITY EASEMENT
!, P.A.E. PUBLIC ACCESS ESMT.
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N 1 ' P.Q.E. PUBLIC DRAINAGE ESMT,
c'M S 39'26'57" W - fi10.64'� = PR.D.E. PRV. DRAINAGE ESMT.
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1 , B.S.L. BUILDING SETBACK LINE
LOT NUMBER
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S 39'26' 57" W - 112.83' - 4
BLOCK NUMBER
15 t {
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1 7 EASEMENT
i 5' P.U.E. i
PROPOSED 8" q I �' COMMON AREA
WATER LINE I
' ADJOINER INFORMATION
N ' 4 ADJOINER #1 & #2
NOW OR FORMERLY
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,,,___-._ � t WTHE VILLAS AT SUMMIT CROSSING
SANITARY SEWER LOT 32, BLK 4 & LOT 31, BLK 5
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M.H. N 39'26'57" E - 93.49' \
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P.U.E. i 4 _--FUTURE
S 37'44'41" W119.19' i , f -SUMMIT CROSSiN
t t DEVELOPMENT
NOW OR FORMERLY
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S 37444 119_ 1xI ! I - -- --(VOC 7541, PG. 214)
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SUMMIT CROSSING:
PHASE 2B
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6 ^61 r/ 1 1 1 S
1. THIS TR ICT DOES NOT LIE WITHIN THE FLOOD PLAIN AS GRAPHICALLY DEPICTED ON
F.E.M.A_- FIRM COMMUNITY PANEL NO. 48041C 0220E, MAY 16, 2012.
2. BASIS OF BEARING: BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS
ESTABLISHED FROM GPS OBSERVATION.
3. ALL PROPERTY CORNERS ARE MONUMENTED BY 1/2" IRON RODS UNLESS OTHERWISE
NOTED.
4. RIGHT-OF-WAY DEDICATION OF ALL LOCAL STREET DEDICATION WILL CONSIST OF 1.052
ACRES IN TOTAL.
5. ALL UTILITY EASEMENTS MUST BE CLEARED OF ALL BRUSH AND TREES, IMPLYING NO
LANDSCAPING OR PERMANENT STRUCTURES WITHIN THE UTILITY EASEMENT WILL BE ALLOWED.
6. DIMENSIONS SHOWN INTERIOR TO THE LOT, ALONG CURVES, BEGINNING WITH "A=" ARE ARC
LENGTHS_
7. THE INSTALLATION OF STREET LIGHTS WILL BE REQUIRED AND INSTALLED IN ACCORDANCE
WITH THE CoCS UNIFIED DEVELOPMENT ORDINANCE (LATEST EDITION).
8. BUILDING ETBACKS SHALL BE IN COMPLIANCE WITH THE UNIFIED DEVELOPMENT ORDINANCE
(UDO), LATESI EDITION, FOR THE CURRENT ZONING, PDD -PLANNED DEVELOPMENT DISTRICT
(ORDINANCE #668).
9. NO PARKING IS ALLOWED WITHIN THE ALLEY RIGHT-OF-WAYS LE RIGHT OF WAYS(PUBLIC OR PRIVATE).
10. COMMONEAS, DRAINAGE STRUCTURE AREAS AND ACCESS EASEMENTS ARE PRIVATE AND
THEY WILL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION (HOA). SIDEWALKS LOCATED IN
PRIVATE ACCESS EASEMENTS WILL ALSO BE MAINTAINED BY THE HOA.
11. TOPOGRAPHICAL & UTILITY INFORMATION-
WAS OBTAINED FROM AN ON TH -G
E ROUND SURVEY
PERFORMED BY KERR SURVEYINGN
U DER THE DIRECTION OF BRAD KERR .P
R . L.S. 4502.
12. THE PUBLIC INFRASTRUCTURE FOR SUMMIT CROSSING, PHASE 2A WILL BE REQUIRED TO
BE BUILT AND ACCEPTED BY THE CITY PRIOR TO THE PUBLIC INFRASTRUCTURE OF PHASE 2B
BEING ACCEPTED.
13. THE TURN -AROUND (R=70') SHOWN AT THE TERMINUS OF LONETREE DRIVE IS TEMPORARY
AND SHALL 8 REMOVED ONCE THIS STREET IS EXTENDED. -
OF
SUMMIT CROSSING
PHASE 2B
LOTS 33-36, BLOCK FOUR LOTS 32-46, BLOCK FIVE
LOTS 13-24, BLOCK SIX LOTS 1-3, BLOCK SEVEN
0.450 AC COMMON AREA & 1.052 AC R.O.W. DEDICATION
34 LOTS - TOTAL: 4.773 ACRES
J.W. SCOTT SURVEY, A-49
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SURVEYED: JUNE 2014
LANDOWNER INFORMATION
THE SUMMIT CROSSING, LLC
C/o JIM EASTERLY
% =-HOW 809 UNIVERSITY DR. E. STE- 101B
- COLLEGE STATION, TX 77840
OFF: (979) 218-6775
�- EMAIL: JIMEASTERLY@GMAIL.COM
FILENAME: 0495PP1 A I SCALE: 1 "=40'
SUBMITTED DATE: 6/16/14
3800 S -H. No. 6 SOUTH, STE. 108G <77845 REVISIONS: 7/2/14
POST OFFICE BOX 9253
COLLEGE STATION, TEXAS 77842
DRAWN BY: R_A.M_ CHECKED BY: BRAD KERR
EMAIL: civil@rmengineer:COIT1 FIELD BOOK: N/A PAGES: N/A
OFFICE - (979) 764-0704 RME CONSULTING ENGINEERS
FAX - (979)' 764-0704 CLIENT NO. PROJECT NO.
TEXAS FIRM REGISTRATION No. F-4695 298 - 0542