HomeMy WebLinkAbout2 Westfield Village Ph 4 05-23DEVELOPMENT PERMIT
PERMIT NO . 05-23 ~-~ Project: WESTFIELD VILLAGE PH 4&5
COLLlGl STATION FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA
RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE
SITE LEGAL DESCRIPTION:
WESTFIELD VILLAGE PH 4&5
ALL LOTS
DATE OF ISSUE: 07/18/05
OWNER:
B/CS DEVELOPMENT COMPANY
SITE ADDRESS:
VICTORIA@ MOUNTAIN BREEZE WAY
DRAINAGE BASIN:
Lick Creek
VALID FOR 9 MONTHS
CONTRACTOR:
TYPE OF DEVELOPMENT: Full Development Permit
SPECIAL CONDITIONS:
All construction must be in compliance with the approved construction plans
All trees required to be protected as part of the landscape plan must be completely barricaded in accordance with Section
7.5 .E., Landscape/Streetscape Plan Requirements of the City's Unified Development Ordinance, prior to any operations of
this permit. The cleaning of equipment or materials within the drip line of any tree or group of trees that are protected and
required to remain is strictly prohibited. The disposal of any waste material such as, but not limited to , paint, oil , solvents,
asphalt, concrete , mortar, or other harmful liquids or materials within the drip line of any tree required to remain is also
prohibited .
****TCEQ PHASE II REGULATIONS IN EFFECT****
The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate construction site
in accordance with the approved erosion control plan as well as the City of College Station Drainage Policy and Design
Criteria . If it is determined the prescribed erosion control measures are ineffective to retain all sediment onsite , it is the
contractors responsibility to implement measures that will meet City, State and Federal requirements. The Owner and/or
Contractor shall assure that all disturbed areas are sodden and establishment of vegetation occurs prior to removal of any
silt fencing or hay bales used for temporary erosion control. The Owner and/or Contractor shall also insure that any
disturbed vegetation be returned to its original condition, placement and state . The Owner and/or Contractor shall be
responsible for any damage to adjacent properties, city streets or infrastructure due to heavy machinery and/or equipment
as well as erosion, siltation or sedimentation resulting from the permitted work.
In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure
that debris from construction, erosion , and sedimentation shall not be deposited in city streets , or existing drainage
facil ities.
I hereby grant this permit for development of an area outside the special flood hazard area . All development shall be in
accordance with the plans and specifications submitted to and approved by the City Engineer in the development permit
application for the above named project and all of the codes and ordinances of the City of College Station that apply.
Item
No .
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
3 2
3 3
34
3 5
36
37
3 8
39
40
41
42
43
44
45
, , ESTFIELD VILLAGE, PHAS:h..:; 4 & 5
Engineer's Estimate
May 27, 2005
Description I Unit Quantity Unit Price
p . c avmg onstrucbon
Mobilization Lump Sum 1 5,000 .00
Clearing and Grubbing acre 6 .7 1,500 .00
Roadway Excavation C .Y. 4,004 3.50
6" Lime Stabilized Subgrade S.Y. 19 ,693 3.25
Extra Lime Ton 125 90 .00
7" Crushed Limestone Base S.Y. 7,316 8 .25
6" Crushed Limestone Base S.Y. 9 ,011 7.25
1.5" HMAC Surface Course S.Y. 16 ,694 6 .00
Curb and Gutter (all types) L.F. 9,578 8.50
Concrete Pavement (allevs) S.Y. 824 30 .00
Concrete Pavement (aprons) S.Y. 1,462 33.00
Sidewalks S .F . 2,272 3 .25
HCRamps S .F . 130 9.00
I Type III Barricades EACH 2 500 .00
Paving Subtotal
D . s ramage iystem c onstruchon
Channel E xcavation C.Y. 1,995 3 .50
15" Reinf. Concrete Pipe, Str. Backfill L.F . 108 35.00
18" Reinf. Concrete Pipe, Str. Backfill L.F. 542 40 .00
21" Reinf. Concrete Pipe, Str. Backfill L.F. 388 45 .00
21" Reinf. Concrete Pipe, Non-Str. Backfill L.F. 167 40 .00
24" Reinf. Concrete Pipe, Str. Backfill L.F. 131 50 .00
27" Reinf. Concrete Pipe, Str. Backfill L.F. 387 60 .00
27" Reinf. Concrete Pipe, Non-Str. Backfill L.F . 305 55 .00
30" Reinf. Concrete Pipe, Str. Backfill L.F. 298 70 .00
30" Reinf. Concrete Pipe, Non-Str. Backfill L.F. 91 60 .00
48" Reinf. Concrete Pipe, Str. Backfill L.F. 112 130 .00
5'x 4' RCBC Str. Backfill L.F. 32 250 .00
5'x 4' RCBC Non-Str. Backfill L.F. 44 240 .00
Trench Grate EACH 1 2,500.00
Standard 10 ' Inlet EACH 3 2,500 .00
Standard 5' Inlet EACH 16 2,200 .00
Special 10' Inlet EACH 1 4,000 .00
Special 5' Inlet EACH 2 2,500 .00
Standard Junction Box EACH 4 2,000 .00
Sloned HW for 21" RCP EACH 1 1,000 .00
Sloped HW for 27" RCP EACH 1 1,200 .00
Sloped HW for 30" RCP EACH 1 1,500 .00
Sloped HW for 5'x 4' RCBC EACH 2 3,000 .00
Dry Rip Rap S.F . 886 5 .50
Construction Exit EACH 3 1,500 .00
Inlet Protection EACH 21 75.00
Hydromulch Seeding (Street ROW -10 ft either side) S.Y. 12 ,700 0.50
Hydromulch Seeding (Channel -60 ft wide) S .Y. 4 ,400 0 .50
Silt Fence L.F . 1,600 2 .00
Hay bale barriers EACH 6 200 .00
Stormwater Pollution Prevention Plan Lumo Sum 1 5,000 .00
Drainage System Subtotal
1 of3
Total
5 ,000
10 ,050
14 ,014
64,002
11 ,250
60 ,357
6 5,330
100 ,164
81 ,413
24 ,720
48 ,246
7 ,384
1,170
1,000
$494 ,100
6 ,983
3,780
21 ,680
17 ,460
6 ,680
6 ,550
23 ,220
16 ,775
20,860
5 ,460
14 ,560
8 ,000
10 ,560
2,500
7,500
35 ,200
4 ,000
5,000
8 ,000
1,000
1,200
1,500
6 ,000
4,87 3
4,500
1,575
6 ,350
2,200
3 ,200
1,200
5,000
$263 ,366
EXHIBIT
6~
,
Item
No .
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
, , 'ESTFIELD VILLAGE, PHASL..; 4 & 5
Engineer's Estimate
May 27, 200 5
Description Unit Quantity Unit Price
wt s c a er ;ystem onstruction
3" PVC, D2241 Water Line, Str. Backfill L.F. 92 12.00
3" PVC, D2241 Water Line, Non-Str. Backfill L.F . 177 10.00
6" PVC, C909 Water Line, Str. Backfill L.F. 98 22 .00
6" PVC, C909 Water Line, Non-Str. Backfill L.F. 529 16 .00
8" PVC, C909 Water Line, Str. Backfill L.F . 1,258 26 .00
8" PVC, C909 Water Line, Non-Str. Backfill L.F . 1,480 20.00
12" PVC, C909 Water Line, Str. Backfill L.F . 799 32 .00
Fire Hydrant Assembly EACH 6 2,500 .00
3" Gate Valve EACH 2 300 .00
6" Gate Valve EACH 2 600 .00
8" Gate Valve EACH 4 800 .00
12" Gate Valve EACH 1 1,250.00
12"x 13" Anchor Coupling EACH 3 250.00
8"x 13" Anchor Coupling EACH 7 150.00
6"x 13" Anchor Coupling EACH 3 100 .00
8"x 6" Tee EACH 1 350 .00
8"x 4" Tee EACH 2 350 .00
8"x 1.5" Tapped Tee EACH 6 300 .00
8"x 1" Tapped Tee EACH 5 300.00
12"x 45 degree Bend EACH 8 350 .00
8"x 45 degree Bend EACH 5 275 .00
8"x 22 .5 degree Bend EACH 2 275 .00
8"x 11.25 degree Bend EACH 1 275 .00
6"x 45 degree Bend EACH 2 225.00
6"x 22 .5 degree Bend EACH 4 225 .00
6"x 11 .25 degree Bend EACH 1 225 .00
4 "x 3" Reducer EACH 2 200 .00
2" Blow Off EACH 1 500 .00
l" Blow Off EACH 2 400.00
1" Service,< 20 ft. lenlrth (avg. lemrth = 3 ft.) EACH 5 350.00
1" Service,> 20 ft. length (avg . length = 50 ft.) EACH 5 900.00
1.5" Service,~ 20 ft. length (avg . length= 3 ft.) EACH 24 400 .00
1.5" Service > 20 ft. lenlrth (avg. lenlrth = 54 ft.) EACH 24 1,000 .00
Water System Subtotal
2 of3
Total
1,104
1,770
2,156
8,464
32 ,708
29 ,600
25,568
15 ,000
600
1,200
3,200
l ,250
750
1,050
300
350
700
1,800
1,500
2,800
1,375
550
275
450
900
225
400
500
800
1,750
4,500
9,600
24,000
$177 195
EXHIBIT
e,~
Item
No .
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
""ESTFIELD VILLAGE, PHASb~ 4 & 5
Engineer's Estimate
May 27, 200 5
Description Unit Quantity Unit Price
S St C tcf ewer •YS em ODS ru 100
6" PVC, D-3034 , Str. Backfill L.F. 766 40.00
6" PVC, D-3034, Non-Str. Backfill L.F . 1,864 32 .00
6" PVC, D-2241 , Str. Backfill L.F. 80 42 .00
8" PVC, D-3034, Str. Backfill L .F . 70 45.00
8" PVC, D-3034, Non-Str. Backfill L.F. 604 35.00
8" PVC, D-2241, Str. Backfill L.F . 30 47.00
8" PVC, D-2241 , Non-Str. Backfill L.F . 10 37.00
Standard Manhole, 6.01-8.00 ft. deep EACH 4 1,900 .00
Standard Manhole, 8 .01-10 .00 ft. deep EACH 11 2,100 .00
Standard Manhole, 10 .01-12 .00 ft. deep EACH 1 2,400 .00
Standard Clean Out EACH 5 500 .00
Connect to Existing Manhole Lump Sum 1 500 .00
4" Services~ 20 ft. (avg length = 8 ft.) EACH 39 450.00
4" Services >20 ft. (avg. length= 46 ft.) EACH 24 1,400 .00
Trench Safety (sanitarv sewer) L.F. 3,424 2.25
Sewer System Subtotal
Summary
Paving Subtotal $494 , 100
Drainage System Subtotal 263 ,366
Water System Subtotal 177 , 19 5
Sewer System Subtotal 214 ,672 -------
Total $1,1 49 ,333
3 of3
Total
30,640
59,648
3,360
3,150
21,140
1,410
370
7 ,600
23,100
2,400
2,500
500
17,550
33,600
7,704
$214,672
EXHIBIT
f>S
E & BROWNE ENGINEER /SURVEYING, INC. HBMcCU
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~-
II
June 3, 2005
Mr. Alan Gibbs
City of College Station
P .O. Box 9960
1008 Woodcreek Drive, Suite 103 •College Station, Texas 77845
(979) 693 -3838 •Fax (979) 693 -2554 •Email: mcclurebrnwne@ verizon .net
College Station, Texas 77842
Re: Westfield Village Subdivision, Phases 4 & 5 -Water and Sewer Report
Dear Alan:
The original Water and Sewer Reports submitted with Westfield Village, Phase 1 in 2002 analyzed
both systems for Phases 1-5 as a single development . Following are data and comments from those reports
regarding Phases 4 and 5 .
Water System
The lowest pressures that were computed for the water system occurred on top of a hill in Phase 3 near
Victoria Avenue. The minimum pressure under fire flow conditions was 78 psi, which far exceeds the
minimum pressures required by the City and TCEQ . Pressures in the vicinity of Phases 4 and 5 were
approximately 90 psi under fire flow conditions . These were computed assuming an 8" line along Victoria was
in place . Since that time, a 12" line has been installed along existing portions of that street, and it will be
completed with the construction of these two phases . Therefore, we assume that pressure and flow
characteristics within the subdivision are even better than those used for the model. As a result, no additional
water report is being submitted for these two phases of construction .
Sewer System
Likewise, the original sewer report for Phases 1-5 was prepared using 6" lines to serve Phases 4 & 5.
The analysis showed that these lines were easily capable of serving both phases . In Phase 5, line segment 2A-
2B required only a 0. 01 slope to carry the required flow , which is far less than the minimum slope of 0 . 60 .
From this , we conclude that the realignment of the street in Phase 5 does not significantly alter the flow
characteristics in that portion of the system. Therefore, no additional sewer report is being submitted with these
two phases of construction .
While the roadway alignment for Phase 5 has changed slightly, the effects on the water and sewer
systems are minimal . Otherwise, those reports are still valid for this development. I will be happy to go over
the original reports with you if necessary . Please let me know if you would like to do that. Thank you .
Sincerely,
/LJ-J_
KentLaz.a,P .E. r--
Project Administrator
1 --111)6 lMB McCLURE & BROWNE ENGINEERING/SURVEYING, ~d i::9i
1008 Woodcreek Drive, Suite 103 •College Station, Texas 77845 ~
(979) 693-3838 •Fax (979) 693-2554 •Email: mcclurebrowne@veriron.net 7/ ./ (\ 1.,
QS, os _qs
TRANSMITTAL LETTER
TO: Bridgette George
Assistant Development Manager
Planning and Development Services
City of College Station
Phone: 979-764-3570
Fax: 979-764-3496
DATE: July 11, 2005
RE: Westfield Village , Phase 4-5
Construction Documents
PRJT No.: 1053-0004
ATTACH . DESCRIPTION
1. One (1) copy of Revised Westfield Village Phases 4/5 Construction Plans
2. One (1) copy of Revised Drainage Report addendum for Phases 4/5.
3. One (1) copy of Response to City Review Comments Letter dated June 20 , 2005.
THESE ARE BEING SENT :
o At your request
o For your signature
181 For your approval
DFor _________ _
REMARKS:
o For your information o Per our conversation
o For further action as noted o Per contract
o For rev iew and comment o For your use
o At request of ______ _ o Original will follow by mail
WHEN ATTACHED PLANS ARE APPROVED WE WILL PROVIDE ADDITIONAL COPIES
FOR ST AMPING.
If you have any questions or need any additional information , please do o esitate to call.
F:\1053 -Randy French\0004 -Westfield Village Phase 4,5\Correspondence\Copy of COGS -George01 -Tletter.wpd
NB
111
McCLURE & BROWNE ENGINEERING/SURVEYING, INC.
1008 Woodcreek Drive, Suite 103 •Coll ege Statio n , Texas 77845
(9 79) 693-3838 •Fax (979) 693-2554 • Email: McCl ureBrowne @ Verizon .net
July 8 , 2005
Bridgette George
Development Coordinator
City of College Station
Post Office Box 9960
College Station , TX 77842
Re .: Westfield Village, Phase 4 -Construction Documents
MBESI Job #: 1053-0004
Dear Bridgette :
Below is the summary of the revisions made per the staff's comments .
f-NGINEERING:
J COMMENT #1 : If you do not plan on constructing both phases at the same time and
having a single CO for both phases, you will need to either separate
Phases 4 and 5 or indicate construction requirements for each phase on
ACTION : J COMMENT #2 :
ACTION :
J COMMENT #3 :
ACTION :
construction documents.
The owner plans to construct both phases at the same time .
Minimum horizontal radius from centerline is 200 feet. Crested Point
Drive shows a radius of 175 feet.
This development is a POD . The preliminary plat was approved with the
radius as shown .
The 12 ' pavement width in the alley will requ ire a variance to the
Subdivision Regulations 8-G .10.
The owner wishes to build the 12 ' alley, which matches the revised
Street Design Guidelines. A variance request has been submitted.
/coMMENT #4: Were you going to dedicate the medians in the ROW of Crownridge
Court and Bridgeberry Court as common areas in stead of pursuing a
PIP?
ACTION : The areas inside of the median will be dedicated as RO I The Final
Plat has been modified and resubmitted.
~
W estfield V illag e, Phase 4 and 5
Construction D ocu ments R esponse
P age 1 of 3
COMMENT #S:The top of the channe l slope near Crest e d Point Drive encroaches into
Lots 7 , 8, and 9 . Pull lot lines away from channel or add private slope
easement.
ACTION : Lots 7, 8 , and 9 were part of phase 2, so the lot lines can not be
adjusted. The slopes have been adjusted to avoid encroaching into
these lots.
COMMENT #6 : What is the velocity in the channel?
ACTION : The maximum velocity in the channel is 5 .98 fps during the 10 year
storm event as shown in Exhibit E-2 of the Revised Drainage Report.
COMMENT#?:
ACTION :
faMMENT#B :
ACTION :
What is the 100-year water surface elevation in the channel?
A copy of the HEC-RAS study for the channel has been added to the
drainage report in Exhibits E-1 and E-2. This study shows the limits of
the 100 year water surface .
Provide energy dissipation structures at outfall 17.
The proposed headwall has energy dissipation blocks incorporated with
it. We have added the detail of this to sheet 24 . This has been the
City's preferred method of energy dissipation on past projects.
/coMMENT #9 : Inlets 15 and 20 show 2 flow lines out and no flow lines in .
ACTION: The plans have been revised to show a flow line in and a flow line out.
/coMMENT #1 O:Storm pipe between inlets 7 and 8 is a 15" in plan view and a 18" in
profile .
ACTION : The 18 " is correct. The plans have been revised.
/coMMENT #11 :Plan view calls out manhole , profile indicates cleanout. (Sheet 12 , Sta .
129+27)
ACTION : The profile view is correct. The manhole label in the plan view has
been changed to a cleanout.
j COMMENT #12 :Sewer pipe with less than 6 ' of cover shall be constructed of ductile iron
pipe . (Sheet 13)
ACTION : The sewer pipe in this area has been adjusted to DIP.
/coMMENT #13 :Tees are shown in plan for water services . Are you planning tees?
ACTION : The "tapped tees " are located where the service ties into the main in a
horizontal or vertical bend instead of a drilled connection . Th is reduces
the tendency of the main to fail at the location of the service tie-in .
/COMMENT #14 :A gate valve is required at the end of temporary dead end lines, within
200 feet for lines 8" and smaller. (Sheet 17).
ACTION : A gate valve has been added to the plans.
Westfield Village, Phase 4 and 5
Construct ion Documents Re sponse
P ag e 2 of 3
h MMENT #15 :Show location and add details for the pathways to construction plans.
ACTION: The layout detail of the pathways has been added to the overall plan
(sheet 2). A cross section detail showing the typical section of the
pathway is shown on Sheet 22.
Sincerely , ~::~.PE
McClure & Browne Engineering/Surveying , Inc.
Westfield Village, Phase 4 and 5
Construction Documents Re sponse
Page 3of3
FOR OFFICE USE ONLY
P&Z CASE NO.: cn--q8'
. . --
DATE SUBMITTED: ( 0:03-0"'-v
C ITY OF COLLEGE S TATION
Planning & Development Services
FINAL PLAT APPLICATION--
(Check one) D Minor
($300.00)
D Amending
($300 .00)
00 Final
($400.00)
D Vacating
($400 .00)
D Replat
($600.00)*
*Includes public hearing fee
The following items must be submitted by an established filing deadline date for P&Z Commission consideration .
MINIMUM SUBMITTAL REQUIREMENTS:
~ Filing Fee (see above) NOTE: Multiple Sheets -$55 .00 per additional sheet
N/A Variance Request to Subdivision Regulations -$100 (if applicable)
~ Development Perm it Application Fee of $200 .00 (if applicable).
~ Infrastructure Inspection Fee of $600.00 (applicable if any public infrastructure is being constructed)
~ Application completed in full.
N/A Copy of original deed restrictions/covenants for replats (if applicable).
~ Thirteen (13) folded copies of plat. (A signed mylar original must be submitted after staff review.)
N/A One (1) copy of the approved Preliminary Plat and/or one (1) Master Plan (if applicable).
~ Paid tax certificates from City of College Station , Brazos County and College Station l.S.D .
~ A copy of the attached checklist with all items checked off or a brief explanation as to why they are not.
~ Two (2) copies of public infrastructure plans associated with this plat (if applicable).
N/A Parkland Dedication requirement approved by the Parks & Recreation Board, please provide proof of
approva l (if applicable).
Date of Preapplication Conference: ________________________ _
NAME OF SUBDIVISION Westfield Village, Phase Four
SPECIFIED LOCATION OF PROPOSED SUBDIVISION (Lot & Block) Robert Stevenson League A-54
APPLICANT/PROJECT MANAGER'S INFORMATION (Primary Contact for the Project):
Name B/CS Development Company; Attn: Mr. Randy French
Street Address __ 4~0~9~0~S~H~6~S~o~u~th~-----------City -~C~o_ll~eg .... e~S~ta~ti~o_n ____ _
State Texas Z ip Code __ 7~7_8_4~5 __ _ E-Mail Address rfrench@stylecraft-builders.com
Phone Number _ ___..(=97'-'9""')_.,6=9-=-0-'· 1=2=2=-2 _,x"'"""1'""'1 ___ _ FaxNumber __ _.(-=-97'-'9~)_.,6=9-=-0_.,·9=0-=-6=9 ______ _
PROPERTY OWNER'S INFORMATION :
Name (Same as above)
Street Add ress -------------------City -----------
State _____ Zip Code ______ _ E-Mail Address _____________ _
Phone Numbe r ------------Fax Number ______________ _
ARCHITECT OR ENGINEER'S INFORMAT ION :
Name McClure & Browne Engineering/Surveying, Inc.; Attn : Mike McClure
Street Add ress 1008 Woodcreek Drive, Suite 103 City College Station
State Texas Zip Code 77845 E-Mail Address MikeM@McClureBrowne.com
Phone Number __ (~9~7~9)~6~9'-'3~-3~8'-'3~8 _____ _ Fa x Number __ ~(9~7~9~l-=.6=93~-=2=55~4-'----------
6/13/03 I of 5