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Greens Prairie Reserve Land Use Summary
Category
PreliminaryPlan
Acreage
Percentage of
TotalArea
Residential
188.06
Parkland Dedication
15.56
4.2%
Open Space/Detention/Drainage
71.98
19.5%
Private Trail/BTU Access
26A1
Z2%
BOA bot/Landscapte
1.53
0.4%
Arrington Road ROW
Greens Prairie ROW
1.29
0.4%
MinorCollectorand Local Road
63.18
17.1%
Total
368.55
100.0%
'noted areas shall be maintained by
the HOA
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BK HOME MA ANTHONY TRESMER WILLIAM STEVEN FRANCISCO & / Z yy
& JENNIFER MARIE & ANNE V. ROSAUNDA JA ES CRAIG WILIARD, JR. & KARLA J. STABLER 4 ,T • 9`k
DEVELOPMENT, INC. MEDLOCK MEDLOCK STEELS ESPERICUEA A. BABILLE A-J6, TRACT 6 DAMES R & DORIS SAUNDERS I= DAMES R & DORIS SAUNDERS �f'� e '`\ OO`Y S4�0, \
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TRACT 6.3 TRACT 6J IA_ BABILLE A-76. BABILLE A-76, U S4.23'4 . %
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"� APPROVED PRELIMINARY PLAN 13 1P z INVESTORS, LLC (L w
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- - CIO Oldham Goodwin Group U) V > J
Approved by the Planning & Zoning Commission — ` 0 15 2800 South Texas Avenue, 6urce 401 CIO Oldham Goodwin Group Z Z J
2 — T PRw. Porvo G ' ` Bryan, TX M02 2800 South Texas Avenue Suite 401 U _ O
r on: �- 14 5 4i 3 iJ_.' (979)2(18-2000 Bryan, TXM02 LU U
To i / 14 (9]9)268.2000 LU �. 13 12 11 10 8 L 6
May 17, 2018 - L - BLOCK 22 a ,A - SURVEYOR ENGINEER
^' JERRr P &PATRICIA WINDHAM N4e343 'w zort.-Naaa/L ssw zort �7`, Iva=se'or'w813rz6' " CIVIL ENGINEERING KIMLEY-HORN
J BLEDSOE, TRACT 1 w CONSULTANTS &ASSOCIATES
3 CALLED 229.26 AG ? JERRY P & PATRICIA WINDHAM
'waiver to Adequate street Access NUDO 8ANAL) - A second J H MCGREE, TRACT 1 4101 South Tem Avenue 2800 South Texas Avenue, Suite 201
m permanent street connection to Greens frame Road West v required i CALLED 300.00 AC.
Bryan, 6 77802 BMn, TX 77802
when more man 429 lotsent are aervea OR when the city to CoHege SHEET NUMBER
Station uCIPse improvement of Greens Praise Road is wmplete along R
p mehnntage atmis development, whichever is first' � (979)846-622 (9]9)30]-6026
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10.0' BTU & FIBER
COMMUNICATONS ESMT
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PLAN VIEW
20'-30' VARIABLE WIDTH PRIVATE ACCESS.
UTLITY SERVCE, AND DRAINAGE ESMT
13
PROPOSED GROUND
BTU CROSS—SECTION
N.T.S.
11.5' (TYP) 11.5' (TYP)
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HOUSE PRE
WIDTH MAY VARY
2C MIN
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SOO' ROW
27.0' BOC TO BOC
SECTION A —A
LOCAL ROAD SECTION
N.T.S.
3.0'
LOT LAYOUT AND LOT GRADING NOTES
1. AS IRS ZONING DOES NOT REQUIRE FRONT, REAR, OR
SIDELOT SETBACKS, THE PROPOSED HOMES SHALL BE
PLACED SUCH AS TO ACCOMMODATE A DRIVEWAY
DEEP ENOUGH TO ACCOMMODATE A 9'x20' DEEP
PARKING SPACE OUTSIDE OF THE GARAGE WITHOUT
ENCROACHING WITHIN THE RIGHT OF WAY.
2. ALL OFF STREET PARKING REQUIRED PER DWELLING
UNIT MUST BE 9'x20' (WxD). GARAGE THAT MEET
THE MINIMUM DIMENSIONAL STANDARDS MAY BE
COUNTED TOWARDS PARKING REQUIREMENTS.
3. LOTS SHALL BE GRADED SUCH AS TO PROVIDE
POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS AND
IN SUCH A MANNER TO AVOID DRAINING ONTO
ADJACENT DEVELOPABLE LOTS. INDIVIDUAL LOT
DRAINAGE WILL BE COORDINATED WITH THE GENERAL
STORM DRAINAGE ROUTING FOR EACH DRAINAGE
AREA. A DETAILED GRADING PLAN WILL BE PROVIDED
WITH THE CONSTRUCTION DOCUMENTS FOR EACH
PHASE AS IT IS DEVELOPED.
4. DRIVEWAY WIDTHS MAY VARY. EACH DWELLING WILL
HAVE A COMBINED DRIVEWAY AND GARAGE LENGTH
SUCH AS TO PROVIDE ONE GARAGE PARKING SPACE
AND ONE DRIVEWAY PARKING SPACE BETWEEN THE
DWELLING AND THE RIGHT OF WAY.
SOP
WIDE
4DEWALK'
AOE (TYP)
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NOTES:
1)
REFER TO LOT GRADING AND LAYOUT NOTES -
THIS SHEET.
•
SIDEWALK PROPOSED ON ONE SIDE OF ROAD
ONLY
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STORM SEWER LOCATON VARIES. REFER TO
PLAN FOR ACTUAL LOCATION.
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A PUBLIC MAINTENANCE EASEMENT WILL BE
PROVIDED WITHIN LOTS ON THE SANITARY
SEWER SIDE. THE EXACT DIMENSION OF THE
EASEMENT IS DEPENDENT UPON SANITARY
SEWER DEPTH WHICH WILL BE DETERMINED
DURING FINAL DESIGN. THE CORRESPONDING
A
EASEMENT WIDTH WU- BE ESTABUSHED DURING
FINAL DESIGN.
VARIES
10' PARE
in
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20' MIN I I
PLAN VIEW
TYPICAL MINOR COLLECTOR CROSS-SECTION
N.T.S.
: LOT LI
LOT LOT
YOU) SIGNS & NO PARKING SIGNS) ALONG WTH STREET AND
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„•.'!LOT PARK UGHTNG WILL BE DEERMINED AT FINAL PLAY
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TYPICAL
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SERVICE LINES
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CONCEPTUAL FUTURE MINOR ARTERIAL
AT ARRINGTON ROAD
BRAZOS COUNTY CROSS SECTION — 80' ROW
N.T.S.
I PROP
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sum LT TURN LN'7
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CONCEPTUAL FUTURE MINOR ARTERIAL
AT ARRINGTON ROAD
CITY OF COLLEGE STATION CROSS SECTION — 80' ROW
N.T.S.
TYPICAL CROSS-SECTION
GREENS PRAIRIE
SUBDIVISION
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*20' PAE WHERE TURN LANE REWIRED.
OTHERWISE. THE PAE WILL BE 12.5'.
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CONCEPTUAL LOT SECTION
N.T.S.
SHEET NUMBER
PP-14
GENERAL NOTES
1. ACCORDING TO FEMA ROOD INSURANCE RATE MAPS FOR BRAIDS COUNTY, TEXAS, MAP NUMBER 48441CL325E, NO PART OF THIS TRAGT IS LOCATED IN THE IDYEAR FLOOD
HAZARD AREA.
2. BASIS OF BEARING IS THE REESTABLISHED SOUTHWEST LINE OF THE 360.8G ACRE TRACT DESCRIBED IN WE 2747, PAGES 111. 122 AND 131 OF THE OFFICIAL RECORDS OF
BRAIDS COUNTY, TEXAS. RECORD BEARING: Nb°R4PW
3. EXISTING TOPOGRAPHY PROMIDEO IS BASED ON CONTOURS OERP,EO FROM UOAR DATA COLLECTION PERFORMED BY AERIAL CARTOGRAPHIC$OF AMERICA INC.
4. THE BASIS OF THE ELEVATIONS PUBLISHED VALUES FOR CITY OF COLLEGE STATION GIPS MONUMENT NUMBERS 136.137. 135.
5 ALL PROPERTY CORNERS ARE MONUMENTEO BY XnNON RODS UNLESS OTHERWISE NOTED.
6. THE BOUNDARY DATA ILLUSTRATED IS BASED ON SURVEY PREPARED BY DEC DATED SEPTEMBER 30, 2016,
T. THE MAUKRITY OF THE EXISTING SITE IS CURRENTLY UTILIZED FOR AGRICULTURAL USES WITH THE EXCEPTION OFTWOEXISTING HOMES WHICH ARE CURRENTLY UNOCCUPIED.
8, THE SITE IS CURRENTLY ZONED RESTRICTED SUBURBANFS). UNLESS OTHERWISE NOTED. AJL ADJACENT PROPERTY IS ZONED RURAL SU. THEN4NNCKETSUBDMSION
LOCATED ACROSS ARRINGTON ROAD FROM THE SUBJECT TRACT IS OUTSIDE THE CITY OF COLLEGE STATION CITY LIMITS: THEREFORE IT HAS NO ZONING.
9. PII PHASES SHALL BE DEVELOPED AS SINGLE FAMILY RESIDENTIAL DEVELOPMENT IN ACCORDANCE WITH STANDARDS FOR RS ZONING CLUSTER DEVELOPMENT ESTABLISHED
PER SECTION 12 OFTHE CURRENT COLLEGE STATION UNIFIED DEVELOPMENTORDINANCE LUNG). THERE AM NO MINIMUM LOT WIDTH OR DEPTH REQUIREMENTS WITHIN
CLUSTER DEVELOPMENT. THE MINIMUM SETBACK STANDARDS OF RS RESTRICTED SUBURBAN SHALL APPLY ALONG THE PERIMETER OF THE DEVELOPMENT. ALL DETACHED
STRUCTURES WITHIN A CLUSTER DEVELOPMENT MUST BE SEPARATED BY TEN (10) FEET. A SUMMARY OF THE REQUIRED CRITERIA IB LISTED BELOW:
a. AVERAGE LOT SIZE =8.000 SQUARE FEET
L MINIMUM LOT SIZE =6,500 SQUARE FEET
c. MAXIMUM DENSITY =4 UNITSIACRE
10. DIMENSIONS SHOWN INTERIOR TOTHE LOT. ALONG CURVES, ARE ARC LENGTHS.
M BLOCK LENGTHS ME AS SHOWN ON THE BLOCK LENGTH EXHIBIT SHEET REFS.
12. RL PROPOSED RIGHTS OF WAY WILL BE Sh WIDE UNLESS OTHERWISE NOTED ON THE PLAN.
13. PARKLAND DEDICATED TO THE CITY WILL BE OWNED BY THE CITY OF COLLEGE STATION. MULTI -USE PATHWAYS, VEGETATION, LIGHTING AND OTHER ANCILURY
APPURTENANCES WILL BE MAINTAINED BY THE HOME OWNERS ASSOCATION. THROUGH DEDICATION, ACCESS FOR THE GENERAL PUBLIC TO THE PARKLAND SYSTEM WILL BE
ALLOWED. DEDICATION INTO OCCUR BYSECTICN AS OUTLINED ON THE PARSI DEDICATIoxryHASING SUMMARY.
14. PRIVATE COMMON AREA IMPROVEMENTS SUCH AS TRAILS LIGHTING AND OTHER AMENITY' FACILITIES WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS ASSOCIATION.
THESE AREAS WILL BE RESTRICTED FOR 0.4E ONLY BY HOMEOWNERS, RESIDENTS AND THEIR ACCOMPANIED GUESTS UNLESS OTHERWISE NOTED. THESE AREASARE NOT
ELIGIBLE FOR RESIDENTIALUSEPURPOSES. NONE OFTHE COMMON AREAS ARE WHOLLY ENCUMBERED BY PUBLIC OR PRIVATE EASEMENTS.
15. COMMON AREAS WHICH ARE DETERMINED TO BE AVAILABLE FOR PUBLIC USE WILL REQUIRE PLACEMENT OF A PUBLIC ACCESS EASEMENT AT THE TIME OF FINAL PLATTING TO
ALLOW ACCESS. AS APPLICABLE, ALL PRIVATE IMPROVEMENTS LOCATED WITHIN A PUBLIC RIGHT OF WAY WILL REQUIRE PRIVATE IMPROVEMENT PERMIT TIP)AND WILL BE
OWNED, OPERATED, AND MAINTAINED BY THE HOME OWNERS' ASSOCIATION.
16. HOME OWNERS'ASSOCIATION INFRASTRUCTURE. ACTVITIES. AND RESPONSIBILITIES WILL BE OUTLINED IN THE COVENANTS. CONDITIONS. AND RESTRICTIONS OF THE
SUBDIVISION.
17. AS APPLICABLE, PRIVATE IMPROVEMENTS WHICH ARE LOCATED WITHIN THE PUBLIC RIGHTS OF WAY WILL REQUIRE A PRIVATE IMPROVEMENT PERMIT(PIP)AND WILL BE OWNED,
OPERATED, AND MAINTAINED BY THE HOME OWNERSASSOCIATION.
18, AREAS WHICH ARE TO REMAIN AS PRESERVATION AREAS (MEANING THEY MAY REMAIN IN A NATURAL VEGETATIVE STATE AND MAY NOT BE MOWED AND MANICURED ON
REGULAR BASIS) ME DENOTED ON SHEET Mae. THESE AREAS ARE SUBJECT TO MODIFICATION AT FINAL PLATTING,
19. STREET LIGHTS WILL BE REQUIRED AND INSTALLED IN ACCORDANCE WITH THE CITY OF COLLEGE STATION SUBDIVISION REGULATIONS, SECTION 03R.
W. CULOESAC RIGHTSAFWAY RADII ARE 50%IN DIAMETER AND CUL-DESAC PAVEMENT RADII WILL BE 4Q IN DIAMETER, UNLESS OTHERWISE NOTED ON THE PLANS,
21. ALL PROPOSED IMPROVEMENTS (INCLUDING PONDS, TRAILS, SIDEWALKS, UTILITIES, ETC) ILLUSTRATED ON THESE PLANS ME PRELIMINARY IN NATURE AND ARE SUBJECT TO
FINAL DESIGN MODIFICATIONS WITH FINAL DESIGN AND PLATTING.
22, MAIL SERVICE WILL BE ACCOMMODATED BY CLUSTER MAILBOXES LOCATED THROUGHOUT THE DEVELOPMENT. PRELIMINARY LOCATIONS OF SUCH ARE ILLUSTRATED ON
PHASING RNy SHEET PT l7: HOWEVER. FINAL LOCATIONS WILL BE COORDINATED AS DEVELOPMENT OCCURS WITH THE UNITED STATES POSTAL SERVICE AND THE CITY OF
23. AREAS DENOTED AS 'PRIVATE TRAILHN ACCESS' SHALL ALSO ALLOW FOR PLACEMENT OF PUBLIC WATER AND SANITARY SEWER (WHERE POE IS DESIGN4TED)AND PRIVATE
DRAINAGE INFRASTRUCTURE (INCLUDING ACCESS FOR MAINTENANCE THEREOF)AND ACCESS FOR BLUARBER OPTIC TELECOMMUNICATIONS PROVIDERS FOR THE PURPOSES W
INSTAllING LATERAL SERVICES AND ACCESS TO AND MAINTENANCE OF THEIR INFRASTRUCTURE PLACED WITHIN THE BTUIFO EASEMENTS.
24, AJL LOTS SHALL BE GRADED SUCH AS TO PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS. INDIVIDUAL LOT DRAINAGE WILL BE COORDINATED WITH THE GENERAL
STORM DRAINAGE ROUTING FCRTHE AREA LOT GRADING SHALL BE PROVIDED SUCH AS TO AVOID DRAINING ONTO ADJACENT DEVELOPABLE LOTS OR PRCFERTY A DETAILED
GRADING PLAN WILL BE PROVIDED WITH THE CONSTRUCTION DOCUMENTS FOR EACH PHASE AS IT IS DEVELOPED.
25. ADA WHEELCHAIR RAMPS (LOCATION AND TYPE)AND APPROPRIATE SIGNAGE FOR MOTORISTS AND PEDESTRIANS AT INTERNAL TRAILS AND SIDEWALKS WILL BE DETERMINED AT
FINAL PLAT.
26. WHERE PRIVATE TRAILTOU ACCESS EASEMENT MEASURE LESS THAT THITYFIVE(35) FEET IN WIDTH AND ME LONGER THAN THREE HUNDREDO FEET TRANSPARENT
FENCING IS REQUIRED ON ONE COMMON SIDE OF THE REAR PROPERTY LINES
V. FOR SAFETY PURPOSES, SIGNAGE WILL BE PLACED&ONG THE TRAIL SYSTEM TO ALERT MOTORISTS AND TRAIL USERS OF CROSSINGS.
2B AIL COMMON OPEN SPACE SR4LL BE RESERVED FOR PASSIVE OPEN SPACE MO ANCILLARY RECREATIONAL AMENmES. NO DEVELOPMENT WILL OCCUR WITHIN THESE AREAS
UNLESS OTHERWISE APPROVED BY CITY CE COLLEGE STATION, DESIGN OF OPEN SPACES TO BE RNALVED AT FINAL PUT
29. RL AREAS DESIGNATED AS TAW(LAND DEDICATION" ARE PROPOSED TO BE NEIGHBORHOOD AND COMMUNITY PARKLAND AND THE CONSTRUCTION IN LIEU OF FEE PROVISION
WILL BE EXERCISED TO THE EXTENT POSSIBLE.
AT PARKING IS TO BE RESTRICTED TOONE SIDE OF THE LOCAL RBAOWAYS IN MOST PLACER. FOR SAFETY PURPOSES, PARKING HAS BEEN RESTRICTED ON BOTH SIDES OF THE
MINOR COLLECTORS AND PLACES OF HIGH HAZARD ON LOCAL STREETS. REFER TO PIP-16 FOR AN ILLUSTRATION OF THE RESTRICTIONS. SIGNAGE WILL BE PLICEDTO INDICATE
WHERE NO PAWING ISALLOWEO. PARKING RESTRICTIONS WILL FURTHER BE ESTABLISHED BY ORDINANCE AND COMPLIANCE WILL BE ENFORCEABLE BY THE CITY OF COLLEGE
STATION,
31, RL OFF STREET PARKING REQUIRED PER DWELLING UNIT MUST BE WX 20-MA D), GARAGES THAT MEET THE MINIMUM DIMENSIONAL STANDARDS MAY BE COUNTED TOWARDS
PARKING REQUIREMENTS.
M PUBLIC PARKING WILL BE PROVIDED WITH THE AMENITY CENTER TO SERVE THE LINEAR PARKLAND ALONG DIAMONDBACK DRIVE.
�-
1.
THE SITE IS TO RECEIVE WATER AN D SANITARY SEWER SERVICES FROM CITY CE COLLEGE STATION.
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2,
WATER AND SANITARY SEWER SHOWN ON THE PRELIMINARY PLAN ARE SHOWN FOR REFERENCE ONLY AND ARE SUBJECT TO CHANGE. AMASTERHYDMULICANALYSISFCR
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EACH SYSTEM WILL BE PROVIDED AT THE FINAL STATES OF PUTTING FOR EACH SECTION WHICH WILL DETERMINE RESPECTIVE LINE SIIE(S),
3.
THE PUBUCWATERANDSMITARYSEWER WILL BE OWNED, OPERATED AND MAINTAINED BYTHECITY OFCOLLEGE STATION UPCNACCEPTANCEOFSUI
4.
WHEREWATERLINE IS PROPOSEDADJACENTTOALOT.A 10-PUBLIC MAINTENANCE EASEMENTSHALBE PROVIDED AND WATERLINE SHALL BE INSTALLED S' INSIDE OFTHE RIGHT
AI=
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OF WAY TO PROVDE le MINIMUM CLEARANCE BETWEEN THE WATERLINE AND THE PROPOSED RESIDENTIAL STRUCTURE. WHERE SANITARY SEWER IS PROPOSED ADJACENT TO
ALOT. A PUBLIC MAINTENANCE EASEMENT SHALL BE PROVIDED AT A WIDTH CORRESPONDING TO THE DEPTH OF THE SANITARY SEWER LINE SUCH AS TO PROVIDE ADEQUATE
`e
CLEARANCE FROM THE SANITARY SEWER LINE TO THE PROPOSED RESIDENTIAL STRUCTURE. THE EXACT WIDTH ASSOCIATED WITH THE SANITARY SEWER LINE WILL BE
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DETERMINED AT FINAL DESIGN.
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1. THE STORM DRAINAGE SYSTEM IS SHOWN ON THE PRELIMINARY PUN FOR REFERENCE ONLY AND IS SUBJECT TO CHANGE. A MASTER HYDRAULIC ANALYSIS WILL BE PROVIDED
AT THE FINAL STAGES OF PUTTING FOR EACH SECTION WHICH WILL DETERMINE RESPECTIVE LINE 512E(S).
2. THE DETENTION SYSTEMS SHOWN ON THE PRELIMINARY PUN ARE FOR REFERENCE ONLY AND ME SUBJECT TO CHANGE. AMASTERHYDRAULICMALYSISWULDEPROVIDED
AT THE FIWL STAGES OF PUTTING FOR EACH SECTION TO CONFIRM POND SIZING AND PROPOSED RELEASE RATES RESTRICTED RELEASE RATES TO PREDEVELOPED
CONDITIONS.
3. STORM WATER RUNOFF WILL BE CAPTURED AND CONVEYED BY SWALES AND UNDERGROUND STORM SEWER SYSTEMS TO PROPOSED DETENTION FACILITIES CNSITE.TILE
DETENTION PONDS WILL BE DESIGNED AND CONSTRUCTED SUCH AS TO CONTROL THE PEAK RUNOFF DISCHARGE TO PREDEVELOPEDFLOW RATES PER THE REQUIREMENTS OF
THE M12 MS UNIFIED DEVELOPMENT GUIDELINES, STANDARDS, AND SPECIFICATIONS UNLESS OTHERWISE INDICATED BYWAY OFA VARIANCE.
4, THE UNDERGROUND STORM SEWER SYSTEM WILL BE OWNED, OPERATED AND MAINTAINED BY THE CITY OF COLLEGE STATION UPON ACCEPTANCE CP SUCH,
5. PRIVATE DRAINAGE SWALES, DETENTION FACILITIES, AND STORM SEWER BEYOND THE LIMITS OF THE RIGHT OF WAY WILL BE MAINTAINED BY THE SUBDIVISIONS HOME OWNERS'
ASSOCIATION. WHERE APPLICABLE, STORM SEWER JUNCTON BOXES (OR OTHER STRUCTURES) SHALL BE PLACED AT THE RIGHT OF WAY TO ILLUSTRATE THE DIVISION OF
PAVING NOTES
1. THE PUBLIC ROADWAYS, AND SIDEWALKS WILL BE OWNED, OPERATED AND MAINTAINED BY THE CITY OF COLLEGE STATION UPON ACCEPTANCE OF SUCH.
2. UNLESS OTHERWISE,NOTED, THE PROPOSED SIDEWALKS ALONG LOCAL ROADS ARE 5 WIDE AND ME ALONG ONE SIDE OF THE ROAD, J BEHIND BACK OF CUPS,
3. A IY MULTWSE PATH WILL BE PLACED ALONG BOTH SIDES OF THE MINOR COLLECTORS IN LIEU OF SIDEWALK AND BIKE LANES.
4, THE DESIGN OF THE ROUNDABOUT WILL BE FINALIZED WITH THE APPROPRIATE HNAL PUT. THE MULTIUSE PATH LOCATION AND SIGNAGE WILL BE IN ACCORDANCE WITH FHWA
GUIDELINES.
S. PARKING WILL NOT BE ALLOWED ON THE MINOR COLLECTIXKS AND WILL BE RESTRICTED TO ONLY ONE SIDE OF All LOCAL ROADS BY CITY ORDINANCE. REFERTOSHEETPP-16
FEW ILWSTR VEON OF PROPOSED RESTRICTIONS ALONG WITH SIGNAGE REOUIREMENTS.
6. CUL-M-SAC PAVEMENT RADII WILL BE 4a IN DIAMETER, UNLESS OTHERWISE NOTED ON THE PLANS,
7. ALL MINOR COLLECTORS WILL HAVE W RAISED CURBS AND ALL LOCAL STREETS WILL HAVE LAYMWN CURBS UNLESS OTHERWISE NOTED ON THE FLANS,
PHASING NOTES
1. THE DEVELOPMENT IS INTENDED TO OCCUR SEQUENTIALLY IN NUMERICAL ORDER BY SECTION. PLUSES WITHIN EACH SECTION WILL ALSO OCCUR IN NUMERICAL ORDER. ALL
PHASES WITHIN A SECTION ARE NOT REQUIRED TO BE COMPLETE PRIOR TO BEGINNING THE NEXTSECTICN', HOWEVERALL INFRASTRUCTURE REQUIREDTO SUPPORT THE NEXT
SECTION MUST BE IN PEACE (OR CONCURRENTLY PLACED) PRIOR TO PROCEEDING. REFER TO THE SECTION PREREQUISITE TABLE THIS SHEER FORAM OUTLINE OF PHASES
THAT MUST BE COMPLETED PRIOR TO BEGINNING THE NEXT SECTION.
2. ALL INFRASTRUCTURE REWIRED TO SUPPORT A PARTICULAR PHASE MUST BE CONSTRUCTED CONCURRENTLY ORIN ADVANCE OF BALD PHASE. THIS INCLUDES ALL UTILITY,
3. PARKLAND IS TO BE DEDICATED AND ASSOCIATED PARKLAND FEES ARE TO BE PAID AS EACH PHASE DEVELOPS.:THUS PARKLAND DEDICATION AND FEES REQUIRED TO SUPPORT
A PARTICULAR PHASE MUST ALSO BE DEDICATED AMID PAID CONCURRENTLY OR IN ADVANCE OF RATTING BALD PHASE. REFERTO THE THE PARKLAND DEDICATION PHASING
SUMMARY TABLE THIS SHEET FOR THE ANTICIPATED DEDICATION BREAKDOWN.
4. WATER, SANITARY SEWER, AND STORM DRAINAGE STUBWTS WILL BE PROVIDED WHERE NECESSARY TO PROVIDE SERVICE TO FUTURE SECTIONS WITHIN THE SUBDIVISION.
WHERE IT BECOMES NECESSARY TO RACE UTILITIES THROUGH UNDEVELOPED SECTIONS TO SERVE ANOTHER, TEMPORARY EASEMENTS WILL BE PLACED TO ACCOMMODATE
BALD UTILITIES.
5. STREETS TERMINATING AT A FUTURE PHASE SHALL BE CONSTRUCTED WITH A TEMPORARY CULDUSAC IF THE STREET EXCEEDS IOU IN LENGTH OR EXTENDS BEYOND MORE
THANCNELOT. WHERE NEITHER OF THERE CONDITIONS ARE MET, A TEMPORARY BARRIER WILL BE PLACEDTO INDICATE THE ROAD TERMINATION.
1. ELECTRICALSERMCE INTO BE PROVIDED BY BRYAN TEXAS UTILITIES(BTU). THE EASEMENT FOR THIS INFRASTRUCTURE WILL ALLOW FOR PLACEMENT OF BTU INFRASTRUCTURE
AS WELL AS FIBER OPTIC TELECOMMUNICATION LINES (ALONG WITH ASSOCATED APPURTENANCES). THESE UTILITIES WILL BE JOINT TRENCHED IN ACCORDANCE WITH BTU
STANDARD DEFAILS. THE HOMEOWNERS ASSOCIATION WILL MAINTAIN THESE AREAS AND WILL REPAIR REASONABLE DAMAGES WHICH MAYCCCUR FROM BTU OR FO PROVIDER
ACCESSING AND MAINTAINING THEIR RESPECTIVE INFRASTRUCTURE WITHIN THE EASEMENT
2. THE EASEMENT WIDTHS AND LOCATIONS WILL BE AS SHOWN ON THE PRELIMINARY PLAN AND DENOTED AS STWTO ESME
3. ALL BTU INFRASTRUCTURE WITHIN THE BTU AND FIBER OPTIC TELECOMMUNICATIONS EASEMENTS WILL BE OWNED, OPERATED, AND MAINTNNED BY BTU,
4, AJL FIBER OPTIC TELECOMMUNICATIONS INFRASTRUCTURE WITHIN THE BTU AND FIBER OPTIC TELECOMMUNICATIONS EASEMENTS WILL BE OWNED, OPERATED. AND MAINTAINED
BY THE RESPECTIVE TELECOMMUNICATIONS SERVICE PROVIDER.
5. BTU AND FIBER OPTIC TELECOMMUNICATIONS PROVIDERS WILL BE GRANTED BLANKET ACCESS TO ALL AREAS DENOTED AS 'PRIVATE MAILJBTU ACCESS FOR THE PURPOSE OF
MULLING LATERAL SERVICES AND ACCESSING MO MAINTAINING THEIR INFRASTRUCTURE,
GREENS PRAPIE ROAD
1. IMPROVEMENTS SHOWN ALONG GREENS PRAIRIE ROAD ARE SHOWN BASED ON THE BESTAVAILABLE INFORMATION AT THE TIME OF PREPARING THIS PRELIMINARY PUN AND
ILLUSTRATE THE GENERAL DESIGN INTENT OF THE ULTIMATE CONDITIONS OF GREENS PRAIRIE ROAD. FINAL DESIGN CONDITIONS WILL BE CONTIGUOUS WITH THE GREENS
PRAIRIE ROAD FINAL AS -BUILT CONDITIONS.
PARKLAND DEDICATION AND OPEN SPACE PHASING
SUMMARY
PARKLAND DEOICATIONI')
OPEN SPACED)
LOTS
ACRES
REQUIRED
CUMULATIVE CUMULATIVE
REQUIRED(') PROVIDED PROVIDEDI'I
REQUIREMENT
MET?
REQUIRED
CUMULATIVE
REQUIREDV(
PROVIDED
CUMULATIVE
PROVIDEDI7)
REQUIREMENT
MET?
SECTION I
PHASE 301&102
96
56.59
1.57
1.57
7.25
7.25
YES
8.48
8.48
12.30
12.30
YES
PHASE 103
0
2.72
0.00
1.57
0.00
7.25
YES
41
8.89
0.00
12.30
YES
PHASE104
52
16.00
0.95
2.42
0.00
7.25
YES
411.29
2.80
15.10
YEs
PHASE105
36
10.36
0.59
3.01
O.OD
7.25
YES
22.55
12.94
4.66
19.76
YES
PHASE106
29
12.32
0.47
3.48
0.00
7.25
YES
85
14.69
1.80
21.56
YES
SECTION2
PHASE 2011
0
1 26.60
1 0.00
1 0.00
1 6.01
1 13.26
1 YES
11 3.99
1 3.99
1 ODD
12.30
YES
PHASE 2021
42
1 12.34
1 0.69
1 0.69
1 0.00
1 13.26
1 YES
11 1.95
1 5.84
1 18.97
31.27
YES
PHASE 2031
36
1 9.61
1 0.59
1 128
1 O.OD
1 13.26
1 YES
11 144
1 7.28
1 0.39
31.65
YES
PHASE 2041
48
1 13.49
1 0.79
1 2.06
1 O.OD
1 13.26
1 YES
11 2.02
1 9.31
1 0.42
32.08
YES
SECTION 3
PHASE3011
23
1 11.38
1 0.38
1 0.38
1 0.00
1 13.26
1 YES
11 1.71
1 1.71
1 3.34
I 15.64
I YES
SECTION 4
PHASE4011
29
1 15.38
1 0.47
0.47
1 ODD
13.26
1 YES
1 2.31
1 2.31
8.50
1 31.60
YES
PHASE4021
43
1 12.85
1 0.70
1 1.18
1 0.00
1 13.26
1 YES
11 1.93
1 4.23
1 2.07
1 33.67
1 YES
PHASE4031
45
1 19.75
1 0.74
1 1.91
1 2.30
1 15.56
1 YES
11 2.96
1 7.20
1 3.97
1 37.64
1 YES
PHASE4041
27
1 8.26
1 0.44
1 2.36
1 0.00
1 15.56
1 YES
11 1.24
1 8.44
1 1.48
1 39.12
1 YES
SECTION 5
PHASE501
16
1 5.03
1 0.26
1 0.26
1 0.00
1 15.56
1 YES
11 0.75
1 0.75
1 0.26
49.80
YES
PHASES02
21
15.75
0.34
1 0.61
1 0.00
1 15.56
1 YES
11 2.36
1 3.12
1 11.19
60.99
YES
PMSE503
30
9.02
0.49
1.30
O.OD
15.56
YES
1.35
4.4]
0.00
60.99
YES
PHASE 504
18
6.35
0.29
1.39
O.OD
I5.56
YES
0.95
5.42
1.30
62.29
YES
PHASE505
35
12.62
0.57
1.96
0.00
15.56
YES
1.89
7.32
1.99
64.28
YES
PHASE 506
23
7.41
0.39
2.34
ODD
15.56
YES
1.11
8.43
0.95
65.23
YES
SECTION 6
PHASE fi01
20
15.64
0.33
0.33
0.00
15.56
YES
2.35
2.35
30.51
57.39
YES
PHASE fi02
35
10.49
0.57
0.90
O.OD
15.56
YES
1.57
3.92
1.03
58.42
YES
PHASE603
46
10.53
0.75
1.65
ODD
15.56
YES
1.58
5.50
1.58
60.00
YES
PHASE604
35
1230
0.57
2.22
O.OD
15.56
YES
1.85
7.34
2.38
62.38
YES
PHASE fi05
37
8.53
0.61
2.83
0.00
15.56
YEs
1.28
8.62
0.48
62.86
YES
SECTION
PHASE7(nj
50
17.44
0.82
0.82
0.00
15.56
YES
2.62
2.62
6.43
82.59
YES
P HAS ]02
7
3.98
1 0.28
1 1.10
1 0.00
1 15.56
1 YES
11 0.58
1 3.20
0.67
93.26
1 YES
PHASE7031
17
1 4.21
1 0.28
1 1.37
1 0.00
1 15.56
1 YES
11 0.63
1 3.93
1 0.46
1 83.72
1 YES
GRANDTOTAL
1 906
1 366.80
1
1 14.82
1
1 15.S6
1
52.02
1 99.93
NOTES
(1)Portland Dedication Required is assessed on a Section by Section Basis. The amount of Parkland Provided is assessed on an Cumulative basis overall.
(2) Open Space Requiredis assessed on a Section by Section Basis. Cumulative Open Space Provlded is assessed on a section by5ectlon basis but it also Includes the open spac¢provlded within the
preirequishe phases which must be developed prior to startino each Section.
R LOTS
MINIMUM REQUIRED/PROVIDED PARKIAND
DEDICATION AND FEE SUMMARY
NEIGHBORHOOD
PARKS
COMMUNITY PARKS
906
Land Dedication
or
Fee in Lieu of
Land Dedication and
$274/unit
Park
Development
LandDerication
or
Feein Lieu of
Land Dedication
and
Pork
Development
lacri
$362/unit
lacni
$250/unit
$375/unit
REQUIRED
7.74
L
1 $ 248,244.00
$ 327,172.00
7.08
$ 226,500.00
$ 339,7So 00
PROVIDED
7.78 acres
$ 327,972.a0
7.M acres
$ 339,750.00
PARKIANDTOBEDEVELOPEDINUEUOFPAYMENTOFNEIGHBORHOODANDCOMMUNITYPARKLANDDEVELOPMENTFEES. PLANSFOR
IMPROVEMENTSWILL BEPROVIDEDWITH EACH PARKLANDDEDICATION INACCORDANCEWITH UDOB.&C7"CONSMUCDON OFPARKIAND
IMPROVEMENTS IN LIEU OF DEVELOPMENT FEE".
ACTIVE OPEN SPACE TABA045ACRES
TOTAL OPEN SPACE (BLUE)=
INACNVE OPEN SPACE
(BLUE(
BLOCK 7
COMMON AREA BBLOCK
40
COMMONAREAABLOCK42
COMMONAREAA
BLOCK44
COMMON AREA
53
ACRES
BLOCK49
COMMONAREAA.5
ACRES
BLOCK 50
COMMONARMA47
ACRES
BLOCK 50
COMMON AREAB27
ACRES
BLOCK 57
COMMON ARM
05
ACRES
BLOCK 57
COMMON AREA
46
ACRES
TOTAL INACTIVE OPEN SPACE (BLUE) "'
85
ACRESTOTAL"OPEN
SPACE"IN TRAILAREAS91
ACRESTOTALACTIVETPAILAREAS
(PURPLE(=
59
ACRESTOTALINARIVE
(RAIL AREAS (PURPLE( 2=82
ACRESNEFACNVE
JDENO�D
OPEN SPACTOTAL
OPENSPACE PROVIDED
SPACE(BLUE)
SPACE IN TRAIL AREAS(PUREE.82
.39
.95
ACRESINACTIVEOPEN
ACRESINACTIVEOPEN
ACRESNET
ACTIVE OPEN SPACE
.73ACRESFOOTNOTES
(1) INCLUDES ONLYAN ASSESSMENT OF THE BLUDENOTED ONTHE PLAN.
(2)INCLUDES ONLYA SUMMARY OF THE PURPLEENOTED ONTHE PLAN AND IS NOTITEMIZEDAS THE BLUEAEDS THE
REQUIRED OPENSPACE.
SIDEWALKJH RML/MULTEUSE PATH SUMMARYD)
PRIVATE
25,866 LF
PUBLIC
69,4SO LF
TOTAL SIDEWALK
%316 LF
(t) LENGTHS PROVIDED ARE APPROXIMATEAND
SI.BJECTTOCHANGEWITH FINAL DESIGN.
SECTION PREREQUISITES W
MUST BE COMPLETED PRIOR TO STARTING SECTION
NOTED
SECTION I
None
SECTION 2
101-102
SECTION 3
101-1 201
SECTION 4
101-105
SECTION 5
101-10Z 201-20% 301,401-403
SECTION 6
101-10Z 201-204, 401-403
SECTION 7
101-10Z 201-207 301, 401-40- S01-505
IB This table is intended to illustrate phases which must precede each
section. This does notsupercede the requirement to develop in
sequential order within each section nor does it supersede parkland
dedication and/orancessrequirements.
BuIWON- YrlpeexktlngshoulderoneaMhound
approxlh Be aealoud right -wed lane. Anticipated To
nreaM at mnstrutllon of 214 homes.
BuiMOut- 98nalBaron fioutl be ransomed drk the
(northbound apmosom would net wB9erwarrants and
913 homes. SauthMund approach N tracer a mum 2%
home:.
wwla Persimmons Moe Into ate. module two ouroound
Is mensendng as aeaMatedlM and shared Mmyhiaght.
Greens Pnlae Road
lanes
Mad At
TIA MITIGATION PLAN
Greens Prairie Reserve
dmleyoft
Sheet List Table
Sheet Number
Sheet Title
PP-1
PRELIMINARY PLAN
PP-2
PRELIMINARY PLAN
PP-3
PRELIMINARY PLAN
PP-4
PRELIMINARY PLAN
PP-5
PRELIMINARY PLAN
PP-6
PRELIMINARY PLAN
PP-]
PRELIMINARY PLAN
PP-8
PRELIMINARY PLAN
PP-9
PRELIMINARY PLAN
PP-10
PRELIMINARY PLAN
PP-11
PRELIMINARY PLAN - LINE & CURVE TABLES
PP-12
PRELIMINARY PLAN - LOT & BLOCK TABLES
PP-13
PREMINARY PLAN - LOT & BLOCK TABLES
PP-14
PRELIMINARY TYPICAL SECTIONS
PP-15
BLOCK LENGTH AND CUL-DU-L�G�BITW-16
NO PARKING EPHASING
EXHPP-18
PRESERVATON AND MAG-1
GENERAL NO
LOTSUMMARY
REQUIRED
I
AVERAGE LOTSIZE(SF)
8,000
MINIMUM LOTSIZE (SF)
6,500
J24,4
MAXIMUM LOTSIZE SF
N/AMAXDENSITY(DU/AC)
4.ODTOTAL#OFLOTS
906
RIGHT-OF-WAY DEDICATIjwith
ARRINGTON ROAD(2)(BI
0.5SGREENS
PRAIRIE ROAD"'
1.29STOTAL
INTERNAL ROAD ROW
63.1ESTOTAL
DEDICATION
650S(JJAll
acreages are estimated. Tobefinaialplats.(2)
Refer to sheets PP-2, All PP-5 and Prationof
the right of way dedications.
Arrington Road Right of Way is to be deh the
development of Phase 101.
be ling -A traffic signal N Greens Pnlrk gwtl and Attacks Road
is cu rmmly under conawnlon for future Irnaemehtabon. A
southbouna Has right turn lane and twdane wealbouna approach
are pla n ned to be constructed.
Bull Slopethteaatmunaappmechwpmmdea&dieated
left -turn fare and shared leN/thmuinrightturn lane.
re. Proadetwoombonmlanes
sehann as all left and shark
== =FLNra Lane CorlAgueGon O=�Jmeean
.=TwoWsy Slap CDnUoI
=Tradic Signal
p = TM Recomnlendakin I site Mitigation
iO= Decelerelicn Lore
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SHEET NUMBER
G-1
IN