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GARRETT ENGINEERING
1520 Cavitt Avenue
P. O. Box 4063
BRYAN, TEXAS 77805
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(713)822-5387822-5487
DATE IJOB NO.
7-19-84
ATTENTION
Mr. David Pullen
RE:
REPLAT - Shenandoah Subdivision
OWNER AND ..DEVELOPER
ShenandoahltLTD.
P.O. Box 9390
College Station, Texas 77840.
TO Mr.' David Pullen
Planning. Department
City of CollegeSta.tion, Texas
WE ARE SENDING)YOU .lrn,Attached · []Underse~arate qovervia
'the following items:
D Shop drawings
D Copy of letter
IXIX Pri nts
D ChangeorQer
D Plans
D Samples
D Specifications
D
COPI ES
DATE
NO.
DESCRI PTION
10
Prints of Re lat - Shenandoah subdivision
Reroducible Shenandoah
75.,00 Check forfiTin fee of Re lat
A lication
THESE ARE TRANSMITTED as checked below:
~For approval
D For your use
D As requested
D Approved as submitted
D Approved as noted
D Retu rned for corrections
D Resubmit_copies for approval
D Submit_copies for distribution
D Return_corrected. prints
D For review and comment D
D FOR BIDS DUE
19
. D PRINTS RETURNED AfTER LOAN TO US
REMARKS
COpy TO
SIGNED:
PRODUCT 240-2 /Nifl!iS/ Inc., Groton, Mass. 01471.
If enclosures are not as noted, kindly notify us at. once.
SUBI.)IVISION
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PAVING &DRAltiA2
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GENERAL
YES
Standard Items: (All Sheets)
1. TitleBloCk
2. Scale
3. North Arrow
4. Seal & Signature
5. Legend.. &SpecialDraft~ngSymbols
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PAVING PLANS
Plan:
A. Adjoining Property I IIfo:rmat ion in Accordance wi tb
Recorded ..Plat
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1. Property . Lines . on All lots
2. Easanents\VjTypeand Size
3. Block No.
4 . lot. No.
5. lot Dimension (Frontage)
B.
Flo\vArro\VS for Direction of StonnlVater
Runoff
c. lpcation of Existing Impr-ovements
1. Paving
2 . Curb & Gutter
3. Storm Sewer
4. Curb Inlets
5 _. ,tfunholes
,. 6~ Culverts
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D. .; lDcat:f.oIl or Ex:1.sting qrP;roposed Utilities
E. Street NameslV/Beginning<and EndingStatioTlS
F.
1. Clearly Described & ShO\\n on Plan
2. !.tlnirmnn of 2 Per Project
G. Base Line or CenterLine Ties to Existing
or .Proposed .Reference...Points
1. !\bnuments
2. PropertyCorners
3. Show Stationing
. 4. P. C. Stations
5. p.l.Stations
6. P.T. Stations
7 . P .R.C. Stations
8. P.C.C...:~~-::':v~~'
9. Intersecting Street & Equations
10. Angle Between Intersecting Street
Centerlines
11. Cen~rlineDeflectionAngles
H: . Curve Data
1. CurveIdentification~i1rOOer
2. Radius
3. . Tangent length
4. Central Angle
5. ~e.length
I. Base Line or CenterLine Ties (Stationing and
Offset) to PI aimed Improvements
1. Curb .&Gutter
2.. Limits ofProj~ct
3. Storm' 5e\vers
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tIanholes
011verts
Radius Sizes and ..location .for:
a. Curb Returns
b. !.!edian Noses
c. Turn Lanes
8. Street \\TidthS andC:ro\m
9. Right-of-'Vay lVidths
Profile:
A. Profile of EXisting Ground
1. Centerline
2. Right PropertyLirie
3. left Property Line
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B. FlO\vLine of Existing or Proposed Utilities
with Description
1. - l'iater
2. Sanit~Sewer
3. . -:Other
C. StonnDrainageFacilities
1. ~mnholeLocations\vith Invert Elevations
2. l.ocation ..of Proposed Stonn 8ew;ers \vith Size
and Grade
D. Street ..Facilities
1. Top of Curb Profile
2. Curb Grade
a.. Start Elevation.
b. End Elevation
c. P. I. \V/lntersectingStreets
d. ,Grades Shown on 100 ft. stations.
T .C.Elevs. every .50' .or.25' in
vert &horiz. curves.
e. High and .lliW Point ElevatioI1S &
Stations.
YES
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Plan.:
DP~'\IN:\GE .Phi\"'S
A.
Sufficient Infoxmationon'Easementsarid
Adjoining Property
B. Centerline of . Storm Drain . Referenced to -
Existing Property.Corners on.. a _
Frequency Sufficient . to Be-Establish
Centerline Easily .inthe Field
C. EasementlVidth
D. Centerline Data
1. Stationing.. A1on~. Centerline
a. Equations to Street Paving
Centerline!! . Applicable
'2. Beginning Station
3. Ending Station
4. P.C.Stations
5. P.T. Stations
6. P.R.C. Stations
7. P.C.C.Stations
8. Centerline Curve .-Infonnation
9. CeriterlineDeflection
I
E. Properly Spaced and Identified B.!,I. 's
1. Jdanboles
2. Inlets
3. Special Structures
4. Culverts
5. Other
G. Ties of Open Channel Centerline to Existing
Reference Points .. and Abutting .Property
H. Proposed Culyerts
1. Stations and Offset Ties
2. . Ske\v Angle
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J. .IDeation of all Existing and Proposed Utilities
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Profile:
A" Natura.l .Ground Profile Over Centerline of.
Proposed ...StormDrain
B. Centerline and Top ,of Both Banks forOpep
Channels
C. For Proposed .Stonn Drains
1. Size
2. Length
3, Grade
4 . Capacity Required
5. Capacity 'Provided
6. Hydraulic. Grade Line
D. ManholeI..ocation
E. PrcifileDataof . All Proposed or
Existing Utilities lfuich Parallel- or
CrosstbeProposed StonnDrain
Facilities
F. Open Cnannels
1. Type .of . Lining
2.. GeanetricProperties of Chaw.el
Cross-Section
3. Natural Ground Elevation on Both
Banks
4. Channel Gradient .
5. lVaterSUrfaceProfile
6. Typical Section
7 . Design FIO\v
8. Depth of FlO\v.at .Design Discharge
9. 1 t Freeboard
10. Actual Capacity of Lined Channel
11. Ivlethod of Detennining Design Discharge
12. Roughness Coefficient of Lining
)'ES
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SiZE of> openingS
length
Type of Operation under Design
Conditions
4. FIo\v Line Elevations for Both Ends
of Culvert
5. Tail\va.ter"Elevation
6 . Hea&vater Elevation
7. Design ...Frequency
8. TYPe of Headwalls
9. Outfall Velocity
DRAINAGE SHEEr
, Plan:
. A. Drainage Criteria
1., ~!ethod of Analysis
2. Design Frequency (S)
3. Runoff Coefficient.. (8)
4. Roughness Factor (S)
B. Listing of Drainage Areas ,ai/Acreage
C. Drainagei!ap
1. Contours
.. .2. Erl~ting -Facilities
3.. Proposed Facilities
4. '~iajor \VatershedArea
5. Drainage Areas. _
. - 6. Sub-Drainage'Areas forJ,fains.,
Laterals, Etc.
7. Sub-Areas to Sub-Drainage Areas for
Inlets.. to Proposed System Only
8., Drainage Flo\v Arrov..s for. Streets
DErAIL ~
Plan:
A.Are all Applicable StandardsSho\vn
B. Are Details Provided for all Items Vvnich
are not City Standards
lr DetailsClearlySho\VI1 and Have Adequate
Constnlctionlnfonnation
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~IAL ITL.IS
YES
Cover Sheet:
1. Subdivision Name "
2'. Name of Developer
3. NarreofEngineer
4 . Vicini tyl\Iap
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location' and Plat Sheet:
1. Plat
. .
2 . Limits of Project
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NO
N/A