HomeMy WebLinkAboutSOUTH SHIELDS STREET SPRING CREEK LANE TO HOBBIT STREET - Filed ST-STORM SEWER - 2006-08-30I
1/4 COR. SEC. 23
J, R69W, OF THE
1 P.M.
JND #4 REBAR.
Date
Date
Date
WEST STUARTINV
SPRING CREEK
STR ET
NE
!I I o SCALE:25 so =5o'PTS
- 'PLAZA HERITAGE
ARTM�N100
I; SOUTH SHIELDS STREET
14.60 1Sfi -� r •• •. -•-' �•_ �- -� __ '_ "✓ 8 �41X jib �+ . �.. � �.. i •. •
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F/L 15.05 �26X- - �.39X _ - - �F /L 14.13 0.$1X- _ _F1L 14.6 _ _ . _17,_. , F/L 14.95 0.45X F/L 15.40 0.43X" - 15. 3 0. F/L 16.03 0.41XF/L 16.24 0.45X F/L .46 0.4 /L 16.79 -
- - - - - - SECTION LINE 5011
5p18�
PVT 16.55 PVC 15.73 _ 100.00' VC PVC 14.95 - -_ b - �_ - _ - _ _ _ - _ 17.19T �0'4T 1739 2(EXIST)W COR. SEC. 23
0.40% _ 14.89 0.40%
I - - - - - 2.51X `:0 16.54 24747X
100.00' vc _ �- � � � T7N, R69W, OF THE
1 f 3.18% 3.18% 6TH P.M.
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Y _ 5014
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1 To OE OF SLOPE
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URB RE
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ILE
5010
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S.
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ST. @ S
UART
-
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-
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URB RE
RN PRCFILE
5010
N.E.
CORNER
S.
SHIELDS
ST. @ S
UART
SCA
E 1"=20'
By
By
REVISIONS
Description
Description
Description
F/L 13.46 PCR
5015 _ LIMITS OF MIRAR
FILTERWEAVE
T FENCE SEE SWALE CROSS
THIS SHEET
5012-�
5012Sllr�
SIF
14.15 F/L 13.46 PCR
FUTURE
WEST STUART STREET
(FOR REFERENCE ONLY)
CONSTRUCTION SEQUENCE
PROJECT: South Shield Street Improvements STANDARD FORM C
SEQUENCE FOR 2001 ONLY COMPLETED BY:MEO/Shear Engineering Corp.
Indicate by use of a bar line or symbols when erosion control measures will be installed. Majodifications to an
approved schedule may require submitting a new schedule for approval by the City Engineer.
Year 01
Month M
OVERLOT GRADING ***
WIND EROSION CONTROL
Soil Roughening RRk
Perimeter Barrier
Additional Barriers
Vegetative Methods
Soil Sealant
Other
RAINFALL EROSION CONTROL
STRUCTURAL:
Sediment Trap/Basin
Inlet Filters
Straw Barriers
Silt Fence Barriers ***
Sand Bags
Bare Soil Preparation
Contour Furrows
Terracing
Asphalt/Concrete Paving
Other
VEGETATIVE:
Permanent Seed Planting
Mulching/Sealant
Temporary Seed Planting
Sod Installation
Nettings/Mats/Blankets
Other
J J A S 0 N D
fi## RR! Rkt Rkt
+++ ++s RRs
Rtt +k# RR! +f+
STRUCTURES: INSTALLED BY: OWNER
MAINTAINED BY: OWNER
VEGETATION/MULCHING CONTRACTOR: OWNE R
DATE PREPARED: 01/17/01 DATE SUBMITTED: 01/17/01
APPROVED BY THE CITY OF FORT COLLINS ON:
DESIGN
POINT SUB
ASIN S
AREA
ac.
C2 C100 Tc
2,10
min.
Tc 12 1100 Q2 Q100
100
min iph iDh cfs cfs
EXISTING CONDITIONS
1
la
1.00
0.91
1.00
1200
12.00
.1
.1
1
1 b
1.92
0.91
0.80
17.50
17.50P
1
3 1
9.23
I
Notes
Basin 1a consists only of the frontage of Spring Creek PUD from Hobbitt Street to Spring Credo
Basin 1b consists of the 1/2 ROW from Prospect to Spring Creek
Design Point 1 is located on the east side of the the intersection of Stuart and Shields
Dote NOVEMBER. 2000 Drown CADtrox, D.M.C., C.G.T. CUENI
Field Book Checked B.W.S.
Scale 1"=50' Approved B.W.S.
5014 - 5013
SF SF
/ 4\
SILT FENCE
FUTURE -
SPRING CREEK VILLAGE
(FOR REFERENCE ONLY)
STANDARD EROSION CONTROL CONSTRUCTION PLAN NOTES:
July, 1996
The City of Fort Collins Stormwater Utility Erosion Control Inspector
must be notified at least 24 hours prior to any construction on this
site.
All required perimeter silt fencing shall be installed prior to any
land disturbing activity (stockpiling, stripping, grading etc.). All
other erosion control measures shall be installed at the appropriate
time in the construction sequence as indicated in the approved project
schedule, construction plans, and erosion control report.
Pre -disturbance vegetation shall be protected and retained whenever
possible. Removal or disturbance of existing vegetation shall be
limited to the area required for immediate construction operations, and
for the shortest practical period of time.
All soils exposed during land disturbing activity (stockpiling,
stripping, grading, utility installation, filling, etc.) shall be kept
in a roughened condition by ripping or discing along land contours
until mulch, vegetation, or other permanent erosion control is
installed. No soils in areas outside project street rights of way shall
remain exposed by land disturbing activity for more than thirty (30)
days before temporary or permanent erosion control (e.g. seed/mulch,
landscaping, etc.) is installed, unless otherwise approved by the
Stormwater Utility.
The property shall be watered and maintained at all times during
construction activities so as to prevent wind caused erosion. All land
disturbing activities shall be immediately discontinued when fugitive
dust impacts adjacent properties, as determined by the City of Fort
Collins Engineering Department.
All temporary (structural) erosion control measures shall be inspected
and repaired or reconstructed as necessary after each runoff event in
order to ensure continued performance of their intended function. All
retained sediments, particularly those on paved roadway surfaces, shall
be removed and disposed of in a manner and location so as not to cause
their release into any drainageway.
No soil stockpile shall exceed ten (10) feet in height. All soil
stockpiles shall be protected from sediment transport by surface
roughening, watering, and perimeter silt fencing. Any soil stockpile
remaining after 30 days shall be seeded and mulched.
City Ordinance prohibits the tracking, dropping, or depositing of soils
or any other material onto City streets by or from any vehicle. Any
inadvertent deposited material shall be cleaned immediately by the
contractor.
SHEAR ENGINEERING CORPORATION
A. STEPHEN AND COMPANY, INC. 4836 SO. COLLEGE AVE, SUITE 12, FORT COLLINS, COLORADO 80525
PHONE: (970) 226-5334 (970) 226-4451 FAX: (970) 282-0311
F/L 16.70 (EX. PCR)
F/L 16.54. (E)(. PdR) I l
,. LANDMARK
." I i APARTMENTS
\� HOBBIT
�\ STREET
/I
T ,� _
W
J
J
u
---2X--
SLOPE 0.0067 ft/ft ^v \/
QCAP 365.96 cfs
MIRAFI FlLTER
WEAVE FABRIC
PLAN
SECTION A- A OFESWALE SEW
LOOKING NORTH FOR LIMITS
Swale Summary
Q
cfs
Flow
Depth
ft
Free-
board
ft
7.17
1 1.14
3.86
9.53
1 1.27
3.73
TITLE S. SHIELDS ST. GRADING AND EROSION CONTROL PLAN
SOUTH SHIELDS STREET IMPROVEMENTS
FORT COLLINS, COLORADO
City of Fort Collins, Colorado
UTUJTY APPROVAL
APPROVED' CP # ` ",
CITJ ENGINEER DATE
CHECKED BY: 1�11
WATER k WrCSTEWA R unun DAT
CHECKED BY: STORMW R UTILITY DATE
CHECKED BY:
PARRS AND RECREATION DATE
CHECKED BY:
TRAFFlC ENGINEER DATE
CHECKED BY:
DATE
PROJE C1 NO. SHE [I NO. NO. OI
SHEETS
1572-01-97 �+ ♦O
GRADING.DWG V I
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