HomeMy WebLinkAbout15-55 Cottages of College Station...
JUNCTION BOYS ROAD EXTENSION
Engineer's Estimate of Construction Costs
June 1, 2015
Item
# Description Unit Unit Price Quantity Total
Site Preparation
1 Mobilization L.S. $20,000.00 1.0 $20,000
2 Demolltlon S.Y. $5.00 1120 $5,600
3 Construction Slakino L.S. $13,000.00 1.0 $13,000
4 Clearino and Grubblno Ac. $1,500.00 2.1 $3, 150
Paving Construction
5 Embankment for Street Conslrucllon (complete In place) C.Y. $10.00 3,900.0 $39 000
6 Excavation Street ConstrucUon (Includes removal/stockpiling topsoil & C.Y. $5.00 :olacinQ remainder onsltel $12,500 2,500.0
7 6" Chemicallv Stabilized SubQrade S.Y. $6.50 3,785 $24 600
8 7' Reinforced Concrete Pavement 13 500 osil S.Y. $55.00 2,504 $137 720
9 Sidewalk 14' Relnf. Concrete) S.F. $5.50 15,320 $84 260
10 ADA Accessible Sidewalk Ramos EACH $1,000.00 8 $8 000
11 Median Nose EACH $800.00 4 $3 200
12 Traffic Control L.S. $12,500.00 1.0 $12,500
13 Hvdromulch S.Y. $4.00 5 500 $22 000
14 Retailina Wall Handrails L.F. $100.00 90 $9 000
15 Retainlna Wall /0-4FTl S.F. $35.00 225.0 $7 875
16 6" Sch 40 PVC Conduit for lrriaation L.F. $22.00 120 $2 640
17 Strioina and Slanina L.S. $22,568.00 1.0 22 568
Dralna!'.le System Construction
18 15' RCP Pipe, (ASTM C-76, CL llll /Structural Backfill) L.F.
19 21' RCP Ploe, /ASTM C-76 CL llll /Structural Backfill\ L.F.
20 24" RCP Pioe /ASTM C-76 CL 111\ /Structural Backfill\ L.F.
21 36" RCP Rubber Gasketed Pipe, (ASTM C-76, CL lll-ASTMC443)
(Structural Backfill)
22 42" RCP Pipe, (ASTM C-76 CL Ill) (Structural Backfill)
23 48" RCP Rubber Gasketed Pipe, (ASTM C-76, CL lll-ASTMC443)
'Structural Backfill\
24 48" RCP 4:1 Precast S.E.T.
25 15" RCP 4:1 Precast S.E.T.
26 Standard 5' Recessed Inlet
27 Standard Junction Box
28 Trench Safety
29 Rock Rio-Rao
Water Svstem Construction
30 8" PVC C900 Cl 200 Water Line Str. Backfill
31 6" PVC C900 Cl 200 Water Line Str. Backfill
32 8" x 22.5 dea M.J. Bend
33 8" x 45 deQ M.J. Bend
34 8' x 8' M.J. Cross
35 8"x 6" M.J. Reducer
36 8' M.J. Gate Valve
37 8" MJ Plua
38 6"x6' Tee
39 6" Gate Valve
40 6"x22.5 deq. Bend
41 6" MJ Plua
42 8" x 1-1/2' MJ Taoolna Tee
43 6" x 1-1/2' MJ Taoolna Tee
44 1-1/2' Double Water Service comolete
45 Tvoe K Coooor Tubln!l
46 Trench Safety
47 Connect to Exisllni::i System
48 16' Steel Encasement (By open cut) (318" Thick) (includes painting,
casina soacers and end seals l
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L.F.
L.F.
L.F.
EACH
EACH
EACH
EACH
L.F.
S.Y.
L.F.
L.F.
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
L.F.
L.F.
EACH
L.F.
$65.00 76 $4,940
$85.00 55 $4 675
$95.00 309 $29 355
$160.00 85 $13,600
$180.00 168 $30 240
$230.00 7 $1,610
$5,000.00 1 $5 000
$3,000.00 2 $6 000
$4,000.00 4 $16 000
$4,500.00 2 $9 000
$5.00 700 $3 500
$75.00 25 $1 875
$70.00 361 $25 270
$60.00 833 $49 980
$800.00 $800
$800.00 8 $6 400
$1,100.00 $1100
$400.00 2 $800
$1 200.00 $1 200
$600.00 $600
$800.00 $800
$900.00 4 $3 600
$600.00 $600
$500.00 3 $1 500
$400.00 $400
$400.00 6 $2 400
$1 500.00 7 $10,500
$200.00 70 $14 000
$5.00 1, 194 $5 970
$2 000.00 $2 000
$100.00 69 $6,900
JUNCTION BOYS ROAD EXTENSION
Engineer's Estimate of Construction Costs
June 1, 2015
Item
# Description Unit Unit Price Quantity
Sanltarv Sewer Svstem Construction
49 8" PVC Sanitary Sewer (03034 SDR 26) 10-15ft Depth -Structural
Backfill l.F.
50 12· PVC Sanitary Sewer (03034 SOR 26) 10-15rt Depth -Structural
Backfill L.F.
51 12' PVC Sanitary Sewer (03034 SOR 26) 15-181t Depth -Structural
Backfill L.F.
52 16' Steel Encasement (By Mechanical Bore) (3/8' lhick) (Includes
painllno. caslnq spacers and end seals) w/ s· PVC (03034 SDR26) L. F ·
53 20• Steel Encasement (By Mechanical Bore) (3/8' thick) (includes
painting, casing spacers, and end seals) w/ 12" PVC (03032 SDR26) L.F.
$100.00 456
$120.00 218
$150.00 36
$225.00 106
$250.00 97
Total
$45,600
$26, 160
$5,400
$23,850
$24,250
54 4' Standard Manhole f10-15ftl EACH $7 500.00 2 $15,000
55 4' Standard Manhole (15-18(1) EACH $8 000.00 3 $24,000
56 Trench Safety L.F. $5.00 710 $3,550
57 Connect to Exist Svstem L.S. $3 000.00 1 $3 000
Erosion Control Construction
11::ros1on l;ontro11-'1an & :seaimentation l;Ontro1 (1nc1uaes s11t 1enc1ng,
58 construction exits, slraw bale barriers, inlet protection, grass seeding,
and any other sedimentation control devices)
BTU Street Llahtlna
L.S. $15,000.00 1.0 $15,000
1 !Street Llahtino and Conduit I L.F. I $35.001 1 130.0I $39 550
°'''°''''"''''s,::.:::,:,~:1:::::.,·(:,:•:'<'·)·x:·,,i!:'/:,,,.\~,;~,,~"·~·";;.'·,,,,,,,,.:."<:;. /,1.'\,::\'3''.•;\,=1-.-ico:::,:;•:;\:>·::o·!BTU Street Llilhtln·a·isubtotal ;:::'\'·:·'·:i:i'''-'-"'l':.<,:::<$39 '550
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•
Jason Schubert
City of College Station
P.O. Box 9960
Co llege Station, Texas 77842
MITCHE LL
MM
MORGAN
RE: Cottages of College Station Phase 3 (FP)
Dear Jason,
Attached please fi nd the following :
• Revised civil construction documents;
• Revised engineering cost estimate
• Thirteen (13) 11x17 hard copies of the final plat.
June 1, 2015
The additional development permit fee will be paid when the contractor comes to pull the permit
and the additional surety will be posted prior to filing the final plat.
STAFF REVIEW COMMENTS NO. 2
Project: Cottages of College Station Phase 3 (FP) (FP2015-900055)
PLANNING
1. Revise the Certificate of the Planning & Zoning Commission to add a blank in front "day
of" so they day of the Commission meeting can be written in. This revision can be
included on the mylar.
REPONSE: This note has been modified as requested.
2. Please note that paid tax certificates will need to be submitted prior to the filing of your
plat.
RESPONSE: Understood. We will deliver these with the mylar.
GINEERING COMMENTS NO. 1
(Original Comment) WL2 -The waterl ines crossing Junction Boys Rd. should be
encased. It is preferable to drop the entire waterline crossing the street below the storm
sewer and encase it all rather than only partially encasing it.
1
3204 EARL RUDDER FWY. S. • COLLEGE STATION. TX 77845 • l 979.260.6963 • f 979.260.3564
(\Vil ENGINEERING HVDRAULICS HYDROLOGY • UTILITIES STREETS SITE PLANS SUBDIVISIONS
1nfo@m1tchelldndmorgan com • WNW 1111Lchelld11dmorqan com
I
j
j
RESPONSE: This waterline has been dropped below the storm sewer and the
encasement has been extended.
(Original Comment) LS2 -Please shift canopy trees such that there is at least a 10-ft
separation from the waterlines. Also, waterlines should be located at least 15-ft from
any bu ilding. The waterline is still very close to proposed canopy trees near Buildings 5,
6, 8, 9, 16, 18, 20, and 44.
RESPONSE: All trees have been adjusted accordingly.
(Original Comment) FYI ... Additional Development Permit Fee in the amount of 1 % of the
total public infrastructure cost will be required. Please provide an updated cost estimate
including the revised sanitary sewer line location.
RESPONSE: Understood. This additional fee will be paid prior to pulling the
Development Permit.
(Original Comment) FYl ... All infrastructure required for the final plat must be built or
surety provided for it prior to the plat being forwarded to P&Z. Surety may need to be
adjusted based on revised cost estimate.
RESPONSE: We would like to post surety prior to filing since the timeframe to the
P&Z meeting is short. »e,.e_ cl ~.&\C.e.. iJ'6 ~ ~ ~ IDie-.
RD1 -It looks like part of the retaining wall will need handrails.
RESPONSE: Handrails have been added to detail sheet and noted on RD-1.
WL 1/WL2 -The waterline material should be labeled as C900-DR14.
RESPONSE: This label has been changed.
SS1 -Do you have written permission to construct the sanitary sewer line on the
property north of Holleman Dr. S.? FYl ... The proposed PUE will need to be dedicated
prior to issuance of the LOC.
RESPONSE: Yes, this property belongs to Capstone as well. Understood, we will
dedicate a PUE to cover this sanitary sewer line prior to requesting an LOC.
SS1 -The proposed sanitary sewer line is dependent on the downstream sewer being
constructed by the CRED/Cottages Ph.2 project. That sewer will need to be constructed
and accepted prior to issuance of the LOC for this project's sewer line. What is the
alternative if the CRED sewer line is not completed?
2
/
RESPONSE: Understood. The alternative is to have either a shallow gravity
sanitary sewer line that would need to be constructed of ductile iron pipe, have a
private lift station, or grinder pump on site.
SS1 -Please note TCEQ requirements at water/sanitary sewer crossings.
RESPONSE: The scale on the sheet was wrong and it has been corrected. The
separation distance is noted as 9' and a caution note to the contractor has been
added.
GREENWAYS
1. Please add B/CS Standard Sidewalk Details.
RESPONSE: The sidewalk detail sheet has been added to the set.
TRANSPORTATION
1. Traffic Comments per James Robertson:
In an email sent to the engineering firm designing the roadway, dated Monday April 27th,
Traffic Systems requested that the left turn bays have a total length of 200 feet. This
request seems to have been ignored. Engineering justification for doing so should be
provided.
RESPONSE: All medians have been modified to have a 100' storage length and
100' taper length.
These plans show an all-way stop at Junction Boys Road and the Private Roadway. Per
the Texas MUTCD, an all-way stop requires an engineering study. I have not seen an
engineering study justifying this all-way stop.
RESPONSE: There was not a stop sign here just a stop bar behind the crosswalk.
Since Junction Boys Road may become a major thoroughfare in the future , Traffi c
Systems would prefer that this segment of roadway be designed without an all-way stop
at this location.
RESPONSE: The stop bar has been removed and replaced with a "pedestrian"
sign with "arrow" placard.
2. For the separation between the stop bar and the crosswalk markings, the 5' should
be from the edge of the stop bar to the edge of the crosswalk (creating 5' of pavement
between the two). The measurement lines seem to be a bit off. Also, the one at the
South Dowling intersection doesn't have a distance .
3
RESPONSE: This separation distance has been noted on the plans.
If there aren't stop signs at the intersection the middle, the stop bars shouldn't be there.
RESPONSE: We have removed the stop bars at the intersection in the middle.
If you have any questions or comments, please feel free to call our office at 979-260-6963.
cc: File
4
JUNCTION BOYS ROAD EXTENSION
Engineer's Estimate of Construction Costs
March 6, 2015
Item Oescriotion Unit Unit Price Ouantitv Total
Site Preparation
I Mobilization L.S. $40,000.00 1.0 $40,000
2 Demolitlon S.Y. $5.00 1120 $5,600
3 Construction Stakina L.S. $13,000.00 1.0 $13,000
4 Clearlna and Grubbina Ac. $1 ,500.00 2.1 $3,150
Paving Construction
5 Embankment for Street Construction (complete in place) C.Y. $10.00 3,900.0 $39,000
6 Excavation Street Construction (includes removal/stockpiling topsoil & C.Y. $5.00 2,500.0 I placlna remainder onsite) $12,500
7 6" Chemically Stabilized Subarade S.Y. $6.50 3 735 $24,275
B 7" Reinforced Concrete Pavement (3,500 psi) S.Y. $55.00 2,479 $136,345
9 Sidewalk 14" Reinf. Concrete) S.F. $5.50 15 320 $84,260
10 ADA Accessible Sidewalk Ramps EACH $1,000.00 8 $8,000
11 Median Nose EACH $800.00 4 $3,200
12 Traffic Control L.S. $12,500.00 1.0 $12 500
13 Hvdromulch S.Y. $4.00 5,500 $22 000
14 Street Liahtina and Conduit L.F. $35.00 1,130.0 $39 550
15 6" Sch 40 PVC Conduit for lrriaatlon L.F. $22.00 120 $2 64-0
16 Stripina and Sianina L.S. $21,610.00 1.0 21 610
Dralna!'.le Svstem Construction
16 15" RCP Pipe, (ASTM C-76, CL Ill) (Structural Backfill) L.F. $65.00 76 $4,940
17 21" RCP Pipe (ASTM C-76, CL Ill) (Structural Backfill) L.F. $85.00 55 $4,675
18 24" RCP Pioe IASTM C-76, CL Ill) (Structural Backfill) L.F. $95.00 309 $29,355
19 36" RCP Pioe IASTM C-76, CL Ill) (Structural Backfill) L.F. $160.00 85 $13,600
20 42" RCP Pioe IASTM C-76, CL Ill) (Structural Backfill\ L.F. $180.00 168 $30,240
21 48" RCP Pioe IASTM C-76, CL Ill) (Structural Backfill\ L.F. $230.00 7 $1,610
22 48" RCP 4:1 Precast S.E.T. EACH $5,000.00 1 $5,000
23 15" RCP 4:1 Precast S.E.T. EACH $3,000.00 2 $6,000
24 Standard 5' Recessed Inlet EACH $4,000.00 4 $16,000
25 Standard Junction Box EACH $4,500.00 2 $9,000
26 Trench Safetv l.F. $5.00 700 $3,500
27 Rock Rip-Rap S.Y. $75.00 25 $1 875
~)/)'C+i~·,><;~~<hL\C,:\'<'..'c'.' i'>c\ ··~:;~~/0;;\'.:\C":;::;'i~;':\'i:?:!;\i:'i'/:~'>z.>:,/:\S<:>£::.::,;\\''.\.:~;::·:"~YP ralnag·ifSystem 'Subtotal 'i'\\':i:~',,c.:.·,:·::\;: ;~:;c/$125 795
Water Svstem Construction
28 8" PVC C900 Cl 200, Water Line, Str. Backfill L.F. $70.00 361 $25,270
29 6" PVC C900 Cl 200 Water Line, Str. Backfill L.F. $60.00 833 $49,980
30 8" x 22.5 dea M.J. Bend EACH $800.00 1 $800
31 8" x 45 doo M.J. Bend EACH $800.00 8 $6,400
32 8" x 8" M.J. Cross EACH $1,100.00 1 $1,100
33 S"x 6" M.J. Reducer EACH $400.00 2 $800
34 8" M.J. Gate Valve EACH $1,200.00 1 $1,200
35 8" MJ Plua EACH $600.00 1 $600
36 6"x6" Tee EACH $800.00 1 $800
37 6" Gate Valve EACH $900.00 4 $3,600
38 6"x22.5 dea. Bend EACH $600.00 1 $600
39 6" MJ Plua EACH $500.00 3 $1,500
40 8" x 1-1/2" MJ TaPPina Tee EACH $400.00 1 $400
41 6" x 1-1/2" MJ Tappina Tee EACH $400.00 6 $2,400
42 1-1/2" Double Water Service complete EACH $1,500.00 7 $10,500
43 Tvoe K Copper Tublna L.F. $200.00 70 $14,000
44 Trench Safetv L.F. $5.00 1194 $5,970
45 Connect to Existina Svstem EACH $2,000.00 1 $2,000
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Item
JUNCTION BOYS ROAD EXTENSION
Engineer's Estimate of Construction Costs
March 6, 2015
Descriotion Unit Unit Price CJuantitv
Sanitarv Sewer Svstem Construction
Total I
46 8' PVC Sanitary Sewer (03034 SOR 26) 0-10ft Depth -Structural 230 $21 ,850 Backfill L.F. $95.00
47 20" Steel Encasement (By Mechanical Bore) (3/8" thick) (includes 118 $29,500 painting, casing spacers, and end seals) L.F. $250.00
48 4' Standard Manhole (0-10ft) EACH $7,500.00 1 $7 500
49 Trench Safetv L.F. $5.00 112 $560
50 1.,,0nnect to r::x1st :system L.S. $3,000.00 1 $3,000
:·.::'ci:~:;.::·:2'':'<. :>.''''ii;t<'''~~;~:·,>.<>:,y<:'.·~'i"".:"!·i':'~·:>:'2}.:\<)'.t>~~:?'~""'"t.~:~;.;y::\~l\''·7~;;;:~:~sanlti:i'rY:·seweb'.SvsterifSubtotal ::;,:'''"'·~·':'Si>',·;:;,, ::c:'<<$62:'410
Erosion Control Construction
,1::ros1on vomro1 1"'1an & ::>ea1mentat1on c..;ontrol (mcluaes silt fencing,
51 construction exits, straw bale barriers, inlet protection, grass seeding,
and any oth er sedimentation control devices)
LS. $15,000.00 1.0 $15,000
The above construction estimate is based on the engineer's preliminary opinion of probable construction costs. This estimate
constitutes our best judgment at this time. Please note that the engineer does not have any control over contractor or suppller
workloads and the degree to which Inflation may affect project costs between now and the bid date. During construction, additional
features may become apparent as the work progresses, which will result in an in e e in cost. .._,,,,,,,,,,
-~""-;_ OF 1"1:-t ''' . .:-,,.,,¢:" ................ "'..r •• , / .:;''-:>,"'* .... ~•,,'· ~·... ... ... ~ i! * .. .. .... : ..... ll!rl:--:--b'L\cl"""~ULC..-f-f+-=-:'1-'-'-'1-==---'-=-='-+'_:o_ ~ ...... :.0 •• ~i'i'c"A"J ... B. ·M~N l'Je o 1ca JB Mo[ ~VER 1-. • • ""'\"'",.-\"~\·"'"'"77689'" iffi J ~ ~\ ~Q/~~ 11 O~.,:?,~GISi~~':,." &' .£ •• , ~~ ........... '<-~-=' '\,,'StON"-\..~--''"'''''"'
2of2
vr FOR OFFICE USE ONLY
CASENO.: (5-$5
CITY OF C OLLEGE STATION
Home ofTtxaI A&M Univmity•
DATE SUBMITTED: 0'3 · I tQ · j S
TIME: 12 :05
STAFF: +f\:S~-------
FINAL PLAT APPLICATION
(Check one) D Minor
($700)
D Amending
($700)
~Final
($932)
D Vacating
($932)
0Replat
($932)
Is this plat in the ET J? D Yes [8J No Is this plat Commercial D or Residential ~
MINIMUM SUBMITTAL REQUIREMENTS:
./[g] $700-$932 Final Plat Application Fee (see above).
~ $233 Waiver Request to Subdivision Regulations Fee (if applicable) .
.J lg] $600 (minimum) Development Permit Application I Public Infrastructure Review and Inspection Fee. Fee is
1 % of acceptable Engineer's Estimate for public infrastructure, $600 minimum (if fee is > $600, the balance is
/, due prior to the issuance of any plans or development permit). v [8J Application completed in full. This application form provided by the City of College Station must be used and
may not be adjusted or altered. Please attach pages if additional information is provided.
/ [8J Six (6) folded copies of plat. (A signed mylar original must be submitted after approval.) J.. [8J Two (2) copies of the grading , drainage, and erosion control plans with supporting drainage report. Y [8J Two (2) copies of the Public infrastructure plans and supporting documents (if applicable).
~ Copy of original deed restrictions/covenants for replats (if applicable).
/ [8J Title report for property current within ninety (90) days or accompanied by a Nothing Further Certificate
current within ninety (90) days. The report must include applicable information such as ownership, liens,
encumbrances, etc. . _ II s i. b ··f " ~ Paid tax certificates from City of College Station, Brazos County and College Station l.S.D. { p:--\Dr~ ~~:ti /~· The attached Final Plat checklist with all items checked off or a brief explanation as to why the~ are not. ..J
NOTE: A mylar of the approved preliminary plan must be on file before a final plat application will be considered
complete. If the mylar is submitted with the final plat application, it shall be considered a submittal for the
preliminary plan project and processed and reviewed as such. Until the mylar has been confirmed by staff
to be correct, the final plat application will be considered incomplete.
Date of Optional Preapplication or Stormwater Management Conference _N_o_t_A~p~p_lic_a_b_le __________ _
NAME OF PROJECT C3 Development ---------------------------------
ADDRESS Unknown at this Time
SPECIFIED LOCATION OF PROPOSED PLAT:
Near the intersection of Holleman Drive and North Dowling Road.
APPLICANT/PROJECT MANAGER'S INFORMATION (Primary contact for the project):
Name Mitchell & Morgan, LLP, C/O Veronica Morgan, PE E-mail v@mitchellandmorgan.com
Street Address 3204 Earl Rudder Freeway South
City College Station State Texas Zip Code 77845 ------
Phone Number 979-260-6963 Fax Number 979-260-3564
---------------~
Revised 4/14 Page 1 of 9
PROPERTY OWNER'S INFORMATION (All owners must be identified. Please attach an additional sheet for multiple
owners):
Name Capstone-CS, LLC C/O Rob Howland, COO E-mail rhowland@capstonemail.com
Street Address 431 Office Park Drive
City Birmingham State Alabama Zip Code _35_2_2_3 ___ _
Phone Number 205-414-6400 Fax Number 205-414-6405
---------------~
ARCHITECT OR ENGINEER'S INFORMATION:
Name Capstone-CS, LLC C/O Amanda Wallis E-mail awallis@capstonemail.com
Street Address 431 Office Park Drive
City Birmingham State Alabama Zip Code 35223 ------
Phone Number 205-414-6400 Fax Number 205-414-6405 -----------------
Do any deed restrictions or covenants exist for this property? D Yes [g] No
Is there a temporary blanket easement on this property? If so, please provide the Volume __ N_V-_'A __ and Page No. _N_VA_
Total Acreage 24.52 Acres ----------Total No. of Lots 2 R-0-W Acreage -------2.243Acres
Existing use Irrigation Pond & Vacant-Undeveloped Proposed Use Irrigation/Retention Pond & Multi-Family
Number of Lots By Zoning District 2 I POD
Average Acreage Of Each Residential Lot By Zoning District:
11.22 I POD I __ _ ---'---___ / __ _
Floodplain Acreage 1.560 Acres
---------------------------------~
Is there Special Flood Hazard Area (Zone A or Zone AE on FEMA FIRM panels) on the property? I Yes IX No
This information is necessary to help staff identify the appropriate standards to review the application and will be used to
help determine if the application qualifies for vesting to a previous ordinance. Notwithstanding any assertion made,
vesting is limited to that which is provided in Chapter 245 of the Texas Local Government Code or other applicable law.
Is this application a continuation of a project that has received prior City platting approval(s) and you are requesting the
application be reviewed under previous ordinance as applicable?
IX Yes
I No
If yes, provide information regarding the first approved application and any related subsequent applications (provide
additional sheets if necessary):
Project Name: The Cottages of College Station
City Project Number (if known): 08-00500007
Date I Timeframe when submitted: P&Z Approval -February 21 , 2008
Revised 4/14 Page 2 of 9
A statement addressing any differences between the Final Plat and Preliminary Plan (if applicable):
tot applicable.
Requested waiver to subdivision regulations and reason for same (if applicable):
'Not applicable.
Regarding the waiver request, explain how:
1. There are special circumstances or conditions affecting the land involved such that strict application of the
subdivision regulations will deprive the applicant of the reasonable use of his land.
tot applicable.
2. The waiver is necessary for the preservation and enjoyment of a substantial property right of the applicant. f ot applicable.
3. The granting of the waiver will not be detrimental to the public health, safety, or welfare, or injurious to other
property in the area, or to the City in administering subdivision regulations. f ot applicable.
4. The granting of the waiver will not have the effect of preventing the orderly subdivision of other land in the area in
accordance with the provisions of the Unified Development Ordinance. f ot applicable.
Fee in lieu of sidewalk construction is being requested because of the following condition (if applicable):
1. ~An alternative pedestrian way or multi-use path has been or will be provided outside the right-of-way;
2. ~ The presence of unique or unusual topographic, vegetative, or other natural conditions exist so that strict
adherence to the sidewalk requirements of the UDO is not physically feasible or is not in keeping with the
purposes and goals of the UDO or the City's comprehensive Plan;
3. ~A capital improvement project is imminent that will include construction of the required sidewalk. Imminent shall
mean the project is funded or projected to commence within twelve (12) months;
4. ~ Existing streets constructed to rural section that are not identified on the Thoroughfare Plan with an estate I
rural context;
5. tfpi. When a sidewalk is required along a street where a multi-use path is shown on the Bicycle, Pedestrian, and
Greenways Master Plan;
Revised 4/14 Page 3 of 9
6 . .,,, The proposed development is within an older residential subdivision meeting the criteria in Platting and
Replatting within Older Residential Subdivisions Section of the UDO; or
7. tfjA The proposed development contains frontage on a Freeway I Expressway as designated by Map 6.6,
Thoroughfare Plan -Functional Classification, in the City's Comprehensive Plan.
Detailed explanation of condition identified above: I Not applioable.
NOTE: A waiver to the sidewalk requirements and fee in lieu of sidewalk construction shall not be considered at the
same time by the Planning & Zoning Commission.
Requested Oversize Participation._N_o_t A_p_p_f1_·ca_b_l_e. _______________________ _
Total Linear Footage of
Proposed Public:
~Streets l.9J2 Sidewalks
'l W San~ary Sewer Lines
'
Water Lines
Channels
_Storm Sewers
_!/)__Bike Lanes I Paths
Parkland Dedication due prior to filing the Flnal Plat:
ACREAGE:
NIA No. of acres to be dedicated + $ __ N._VA __ development fee
NIA
NIA
NIA
OR
No. of acres in floodplain
No. of acres in detention
No. of acres in greenways
FEE IN LIEU OF LAND:
NIA No. of SF Dwelling Units X $ NIA = $ NIA
NIA (date) Approved by Parks & Recreation Advisory Board
NOTE: DIGITAL COPY OF PLAT MUST BE SUBMITTED PRIOR TO FILING.
The applicant has prepared this application and certifies that the facts stated herein and exhibits attached hereto are
true, correct, and complete. IF THIS APPLICATION IS FILED BY ANYONE OTHER THAN THE OWNER OF THE
PROPERTY, this application must be accompanied by a power of attorney statement from the owner. If there is more
than one owner, an owners must sign the application or the power of attorney. ff the owner is a company, the application
must be accompanied by proof of authority for the company's representative to sign the application on its behalf. LIEN
HOLDERS identified in the title report are also considered owners and the appropriate signatures must be provided as
described above.
i«~Awer
Signature and title Date r I
Revised 4114 Page4 of9
CERTIFICATIONS REQUIRED FOR ALL DEVELOPMENT
Owner Certification:
1. No work of any kind may start until a permit is issued.
2. The permit may be revoked if any false statements are made herein.
3. If revoked, all work must cease until permit is re-issued.
4. Development shall not be used or occupied until a Certificate of Occupancy is issued.
5. The permit will expire if no significant work is progressing within 24 months of issuance.
6. Other permits may be required to fulfill local, state, and federal requirements. Owner will obtain or show
compliance with all necessary State and Federal Permits prior to construction including NOi and SWPPP.
7. If required, Elevation Certificates will be provided with elevations certified during construction (forms at slab pre-
pour) and post construction.
8. Owner hereby gives consent to City representatives to make reasonable inspections required to verify
compliance.
9. If, stormwater mitigation is required, including detention ponds proposed as part of this project, it shall be
designed and constructed first in the construction sequence of the project.
10. In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken
to insure that all debris from construction, erosion, and sedimentation shall not be deposited in city streets, or
existing drainage facilities. All development shall be in accordance with the plans and specifications submitted to
and approved by the City Engineer for the above named project. All of the applicable codes and ordinances of the
City of College Station shall apply.
11 . The information and conclusions contained in the attached plans and supporting documents will comply with the
current requirements of the City of College Station, Texas City Code, Chapter 13 and associated BCS Unified
Design Guidelines Technical Specifications, and Standard Details. All development has been designed in
accordance with all applicable codes and ordinances of the City of College Station and State and Federal
Regulations.
12. Release of plans to (name or firm) is authorized for bidding purposes
only. I understand that final approval and release of plans and development for construction is contingent on
contractor signature on approved Development Permit.
13. I, THE OWNER, AGREE TO AND CERTIFY THAT ALL STATEMENTS HEREIN, AND IN ATTACHMENTS FOR
THE DEVELOPMENT PERMIT APPLICATION, ARE, TO THE BEST OF MY KNOWLEDGE, TRUE, AND
ACC~tkwtd
Property Owner(s) Date
Engineer Certification:
1. The project has been designed to ensure that stormwater mitigation, including detention ponds, proposed as part
of the project will be constructed first in the construction sequence.
2. I will obtain or can show compliance with all necessary Local, State and Federal Permits prior to construction
including NOi and SWPPP. Design will not preclude compliance with TPDES: i.e., projects over 10 acres may
require a sedimentation basin.
3. The information and conclusions contained in the attached plans and supporting documents comply with the
current requirements of the City of College Station, Texas City Code, Chapter 13 and associated BCS Unified
Design Guidelines. Alf development has been designed in accordance with all applfcable codes and ordinances
the City of College Station and State and F Regulations.
HE ENGINEER, AGREE TO AND C ~~~STATEMENTS HEREIN, AND IN ATTACHMENTS
R THE DEVELOPMENT PERMIT _, .·· *' 0N1·~l'f,O THE BEST OF MY KNOWLEDGE, TRUE, AND
CURATE. ~* ,/ \ ... ~ 1 * : .............. ~ ~ \ ~ ~veRoNi~~X~:'.~.Q~~~·~ v\ \\9\ \~ --l-~~~~~l..h~;:::::=-~~1.~~~~~~77689 .~!w-..;~~~~~,__..__~~~~~~
~, ~·· .... -9~ '?-~?.···~!
Revised 4/14 Page 5 of9
The following CERTIFICATIONS apply to development in Special Flood Hazard Areas.
Required for Site Plans, Final Plats, Construction Plans, Fill/ Grading Permits, and Clearing Only
Permits:*
A. I, certify, as demonstrated in the attached drainage study, that the
evelopment covered by this permit, shall not:
(i) increase th Base Flood elevation;
(ii) create additio al areas of Special Flood Hazard Area;
(iii) decrease the co veyance capacity to that part of the Special Flood Hazard Area that is not in the floodway
and where the ve city of flow in the Base Flood event is greater than one foot per second. Th is area can
also be approxima d to be either areas within 100 feet of the boundary of the regulatory floodway or
areas where the de h of from the BFE to natural ground is 18 inches or greater;
(iv) water storage volume to the part of the Special Flood Hazard Area that is beyond
(v)
the floodway and conv ance area where the velocity of flow in the Base Flood is equal to and less than
one foot per second with ut acceptable compensation as set forth in the City of College Station Code of
Ordinances, Chapter 13 c ncerning encroachment into the Special Flood Hazard Area; nor
beyond those areas exempted by dinance in Section 5.11 .3a of Chapter 13 Code of Ordinances.
Initial
D * If a platting-status exemption to this equirement is asserted, provide written justification under separate
letter in lieu of certification.
Required for Site Plans, Final Plats, Constructio Plans, and Fill/ Grading Permits:
B. I,
~~~~~~~~~~~~~~~~
(i) that any nonresidential or multi-family structure on o proposed to be on this site as part of this application is
designed to prevent damage to the structure or its con nts as a result of flooding from the 100-year storm.
\
Engineer Dae
\
Additional certification for Floodway Encroachments:
C. I, , certify that the const uction, improvement, or fill covered by this ~~~~~~~~~~~~~~~~·
permit shall not increase the base flood elevation. I will apply for a variance to the Zoning Board of Adjustments.
Engineer Date
Revised 4/14 Page 6 of 9
Required for all projects proposing structures in Special Flood Hazard Area (Elevation Certificate
required).
Residential Structures:
D. I, , certify that all new construction or any substantial improvement
of any residential structure sli II have the lowest floor, including all utilities, ductwork and any basement, at an
elevation at least one foot abo the Base Flood Elevation. Required Elevation Certificates will be provided with
elevations certified during constr ction (forms at slab pre-pour) and post construction .
Engineer I Surveyor Date
Commercial Structures: ~IA
E. I, _______________ _.... , certify that all new construction or any substantial improvement
of any commercial, industrial, or other non-resi ential structure are designed to have the lowest floor, including all
utilities, ductwork and basements, elevated at le st one foot above the Base Flood Elevation
Engineer I Surveyor Date
I, , certify hat the structure with its attendant utility, ductwork,
basement and sanitary facilities is designed to be flood-proo d so that the structure and utilities, ductwork,
basement and sanitary facilities are designed to be watertight nd impermeable to the intrusion of water in all
areas below the Base Flood Elevation, and shall resist the stru ural loads and buoyancy effects from the
hydrostatic and hydrodynamic conditions.
Requi red Elevation Certificates will be provided with elevations ce ·tied during construction (forms at slab pre-
pour) and post construction.
Engineer I Surveyor Date
Conditions or comments as part of approval:
Revised 4/14 Page 7 of 9
FINAL PLAT MINIMUM REQUIREMENTS
(ALL CITY ORDINANCES MUST BE MET)
INCLUDING BUT NOT LIMITED TO THE FOLLOWING:
(Requirements based on field survey and marked by monuments and markers.)
[8] Drawn on 24" x 36" sheet to scale of 100' per inch.
[8] Vicinity map which includes enough of surrounding area to show general location of subject property in
relationship to College Station and its City Limits. No scale required but include north arrow.
[8] Title Block with the following information:
[8] Name and address of subdivider, recorded owner, planner, engineer and surveyor.
[8] Proposed name of subdivision. (Subdivision name & street names will be approved through Brazos
County 911 .)
[8J Date of preparation.
[8J Engineer's scale in feet.
[8J Total area intended to be developed.
North Arrow.
Subdivision boundary indicated by heavy lines.
If more than 1 sheet, an index sheet showing entire subdivision at a scale of 500 feet per inch or
larger.
[8J All applicable certifications based on the type of final plat.
[8] Ownership and Dedication
[8] Surveyor and/or Engineer
[8J City Engineer (and City Planner, if a minor plat)
[8] Planning and Zoning Commission (delete if minor plat)
[8J Brazos County Clerk
>{[h Brazos County Commissioners Court Approval (ET J Plats only) tf/br If submitting a replat where there are existing improvements, submit a survey of the subject property
showing the improvements to ensure that no encroachments will be created. tfpr If using private septic systems, add a general note on the plat that no private sewage facility may be
installed on any lot in this subdivision without the issuance of a license by the Brazos County
Health Unit under the provisions of the private facility regulations adopted by the Commissioner's
Court of Brazos County, pursuant to the provisions of Section 21 .084 of the Texas Water Code.
[8J Location of the 100-Year Floodplain and floodway, if applicable, according to the most recent available
data.
[8J Lot corner markers and survey monuments (by symbol) and clearly tied to basic survey data.
[8] Matches the approved preliminary plan or qualifies as minor amendments (UDO Section 3.3.E.2).
The location and description with accurate dimensions, bearings or deflection angles and radii, area, center
angle, degree of curvature, tangent distance and length of all curves for all of the
following: (Show existing items that are intersecting or contiguous with the boundary of or forming a
boundary with the subdivision , as well as, those within the subdivision).
Existing Proposed
[8J
Revised 4/14
l8J Streets. Continuous or end in a cul-de-sac, stubbed out streets must end into a temp
turn around unless they are shorter than 100 feet.
Public and private R.O.W. locations and widths. (All existing and proposed R.O.W.'s
sufficient to meet Thoroughfare Plan.)
Street offsets and/or intersection angles meet ordinance.
Page 8 of 9
Existing
~
[8]
[8]
~
Proposed
~ Alleys.
Easements. [8]
[8] A number or letter to identify each lot or site and each block (numbered sequentially).
~ Parkland dedication/greenbelt area/park linkages. All proposed dedications must be
reviewed by the Parks and Recreation Advisory Board and documentation of their
recommendation provided prior to being scheduled for P&Z Commission consideration.
[8] Construction documents for all public infrastructure drawn on 24" x 36" sheets and properly
sealed by a Licensed Texas Professional Engineer that include the following:
Street, alley and sidewalk plans, profiles and sections. One sheet must show the overall
street, alley and/or sidewalk layout of the subdivision. (may be combined with other
utilities). . .
Sewer Design Report. [ w i l l S Llb(rLt t LO i-t\r) S \ t-e plM)
Sanitary sewer plan and profile showing depth and grades. One sheet must show the
overall sewer layout of the subdivision. (Utilities of sufficient size/depth to meet the utility
master plan and any future growth areas.)
Water Design Report and/or Fire Flow Report. { w \ ll st<l::Jrni r VO 1-tJ0 s ik p L CLh)
Water line plan showing fire hydrants, valves, etc. with plan and profile lines showing
depth and grades. One sheet must show the overall water layout of the subdivision.
(Utilities of sufficient size/depth to meet the utility master plan and any future growth
areas.)
Storm drainage system plan with contours, street profile, inlets, storm sewer and
drainage channels, with profiles and sections. Drainage and runoff areas, and runoff
based on 5, 10, 25, 50 and 100 year rain intensity. Detailed drainage structure design,
channel lining design & detention if used. One sheet must show the overall drainage
layout of the subdivision.
[8] Detailed cost estimates for all public infrastructure listed above sealed by Texas P.E.
[8] Letter of completion for public infrastructure or guarantee I surety in accordance with UDO
Section 8.6.
[8] Drainage Report with a Technical Design Summary.
[8] Erosion Control Plan (must be included in construction plans).
[8] All off-site easements necessary for infrastructure construction must be shown on the final plat with a
volume and page listed to indicate where the separate instrument easements were filed .
Separate instrument easements must be provided in recordable form to the City prior to being scheduled
for P&Z Commission consideration.
[8] Are there impact fees associated with this development? D Yes [8] No
Impact fees must be paid prior to building permit.
[8] Will any construction occur in TxDOT rights-of-way? D Yes [8] No
If yes, TxDOT permit must be submitted along with the construction documents.
NOTE: 1. We will be requesting the corrected Final Plat to be submitted in digital form if available prior to filing
the plat at the Courthouse.
2. If the construction area is greater than 5 acres, EPA Notice of Intent (NOi) must be submitted prior to
issuance of a development permit.
. Prin} Form · I
Revised 4/14 Page 9 of 9