Sand Point Est/FP-DR 911231CITY OF COPPELL
PUBLIC WORKS
ENGINEERING DIVISION
DRC DATEs Dec. 31, 1991
REVIEW OF~
BY;
FINAL PLAT AND PLANS:
ao
1)
Please make the following additions and/or corrections on
final plat as marked:
~ Name of the proposed subdivision must be consistent on
the plat and all pages of the construction plans, etc.
3)
4)
Location . width . . . and the name of all existing
or recor~e~ streets intersecting the boundary of the
tract. ~O~3 '~,t~OoO tD~
Delineate the existing and ro osed zonin of the site
and the surrounding properties. ~oT S~Oc~A3-~
The accurate outline of all property which is offered for
dedication for public use with the purpose indicated
there on. Fire lanes must be shown on final plats.
Certification by a registered ' Surveyor to the
effect that the plat represents a survey made by him.
Delineate utility signature block on the final plat.
Per Floodplain Management Ordinance #87390 (Art. 5, Sec.
C, Item 4, Page 34), all subdivision proposals must have
the following note placed on the preliminary and final
plats~
*Floodplain Development Permit Application No.
has been filed with the City of Coppell Floodplain
Administrator, on , 19 ."
(Floodplain Administrator)
No Comment.
(Date)
Page 1/3
The following information, as marked, is required to be
contained in the final construction plans of the above
projects
2)
Provide final construction plans, simultaneously 'with
final plat submittal. Final plans must have a cover
sheet, detailed design plans, and standard detail sheets.
A cover sheet, for final construction plans shall include
the followings
Name of the project
Owner's name and address
Engineer's name and address
Architect's name and address
Vicinity map
~* Index list, covering all pages included in the set
~* "Plan Approval Paragraph", see attached
Detailed final construction plans shall contain the
followings
/* Ail required street paving plans and profile sheets.
/* .Ail required storm drainage plans and profile sheets.
[* All required alley paving plans and profile sheets.
~7' A complg~m_~~_rate drainage area map and
* Ail requ re e rs of permision from adjacent
property owners.
~' * Ail required water and sewer engineering plans.
4)
5)
Provide barricading plans.
Provide trench safety, sealed by a registered engineer
in the State of Texas.
Delineate proposed and existing water distribution system
and pipe sizes.
Delineate proposed and existing sewage collection system
and pipe sizes
Provide a Drainage Area Map covering two parts~
a) show On-site Drainage Map, on a scale of 1" = 20',
40'. 50' etc. . . ' with all details as required in
the Subdivision Ordinance~
b) show the Off-site Drainage Map, on a scale 1~ = 100',
200', etc. Delineate the project's boundary on
it, plus the ~e~s detailed drainage system, to clearly
demonstrate the affect of such activities, drainage
outfalls, on the adjacent properties and the Drainage
Master Plan.
9)
lo)
12)
13 )
14)
l?)
all storm sewer systems must be designed for 100-year
design frequency. Technical Paper 40 should be used to
compute rainfall intensities, as per the Subdivision
Ordinance, (Appendix "A", Page 30).
Show the hydraulic calculations for each portion of the
storm system on the profile, such as pipe size, Q100
(cfs), Qc (cfs), S, v (FPS) etc. . .
Ail lots within or adjacent to the 100-year Floodplain
shall have the lowest floor elevation for each building
site shown on the site grading plans.
A permanent bench mark must be established with in a
subdivision development, see attached Flogdplain
.Development checklist.
Each sheet of the plans shall contain a title block and
consistent page numbers.
All appropriate fees as per subdivision ordinance must
be paid.
Delineate a Revision block on each sheet. Revision
dates must be shown on each sheet with Engineer's
initials next to them.
All above comments must be addressed, prior to Staff's
recommendation for approval of the final plat and plans.
Provide a written response on all comments with
explanations provided on items not addressed as
requested above.
DRC/COMMENTS/ENG/FINAL
SD/bb
Page 3/3
Date= December 31, 1991
Review of the Sand Point Estates
Subdivision Ordinance of the City of Coppell, Texas.
Subdivision for conformance with the
FIliAL PIAT & CONSTRUC~XON ~
'I
t Transmittal Letter & Pa2ment of Fee8
I'
' Scale
1
' Subdivision Name
~Name and Address of Developer
~Boundary Lines
~Existing Streets:
Location
Width
Subdivision Location
ISubdivlsion Layout:
Street Names
' b) Rlqht-of-WayCalls
', ~) Easement Calls
', d) Lot Layout
!
, tqumber8
Dimensions & Bearings
ICorner Nonuments
iPubllc Use Dedications
~omeowner's Association Dedications
~Bullding Steback Lines
iPrlvate Restrictions
I
iNorth ~rro~t Scale & Date
~8urve¥or's Certification
I I
,Owner s Certification
{A44itlonal Certifications:
Public Utility Cc~panies
iCily Approval Siqnature Block
~Palment of Taxes
lsectionof{ i xn |
~Ordinance ~ltm ~o~n~Confor~c~ C~x~ents
,* t, 01 ', Fees no~ yet
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~ In
l Sect!ca of{
Easement/R.O.W. Agreements
Construction Plans:
Water Distribution
b) Sanitary Sewer
c) Paving
d) Drainage
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Landscape Plan
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{Building Area & Parking
',,, {Non-Residential Only)
~HOmeowner's Association Agreement
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Escrow Agreemen
Rea for Sandy
See Mark-Ups
See Mark-Ups
See Mark-Ups
See Mark-Ups
Not Provided
20' Utility Easement is required for 8" Water Line between
Lots 12 and 13, Block A.
20' Drainage Easement is required for storm sewer in
Lot 4, Block B, along with additional width for corner clip.
3. Screening wall easement is not provided.
FINAL PLAT & CONSTRUCTION PLANS (Page 2 of 2)