HomeMy WebLinkAboutEVERGREEN PARK, LOT 16, BLK. 4 (TRAFFIC MASTERS / VOGEL CONCRETE) - I-L SITE PLAN REVIEW - 38-95 - SUBMITTAL DOCUMENTS - ROUND 1 - DRAINAGE REPORTSTEWART$,('SSOUATES 103 PH. S. LDiRUM,FAX FURT gOLLINS, CO 80521
Consulting Engineers and Surveyors
By: _�!�_ Date: 1 Client: Dan L%agj -D CJTy11at4ey%Lr Sheet No. of
Project: / Rjo cbr /Gr'SrPen �Arat
Subject: F—r o s i O n C�ih1ro �o /l Ca /-a,
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CONSTRUCTION SEQUENCE
PROJECT: Lo-1 IC 3LO(-; EvM6REE ) PAIZt<
STANDARD FORM C
5EQUENCE. FOR 19 9S-76ONLY COMPLETED BY: DATE: 8
Indicate by use of a bar line or symbols when erosion control measures will be installed
Major modifications to an approved schedule may require submitting a new schedule for
approval by the City Engineer.
YEAR
MONTH
----------------------------
OVERLOT GRADING
WIND EROSION CONTROL
Soil Roughing
Perimeter Barrier
Additional Barriers
Vegetative Methods
Soil Sealant
Other O)d5 slab
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 131d -6
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VEGETATIVE:
Permanent Seed Planting
Mulching/Sealant
Temporary Seed Planting
Sod Installation
Nettings/Mats/Blankets
Other
-------------------------
STRUCTURES: INSTALLED BY
VEGETATION/MULCHING CONTRACTOR
DATE SUBMITTED
HDI/SF-C:1989
V4111l1311VY YI
APPROVED BY CITY OF FORT COLLINS ON
JANtiA Y 1991 8-20 DESIGN CRITERIA
EFFECTIVENESS CALCULATIONS
----------------------------------------=-----------------------------
PROJECT: 1,or. I� 13LOCk 4- FVEFOREEI`I PHRK STANDARD FOR14 B
COMPLETED BY: F/K DATE: Z 5
Erosion Control C-Factor P-Factor
Method Value Value Comment
-------------------------------------------------------
3Gre So'�1 ooI.oU
Road base dmew7 0, so
13vi�fl)�c S/ah 0.u1 .1.00
�5rEP)mENT "rrzgP I.00 0,50
.S IL FF N �fr
---------------------------------------------------------------------
MAJOR PS SUB AREA
BASIN (%) BASIN (Ac) CALCULATIONS
----- ------ ---------.-- ---------------- ----------- ----------------
Lo7 7Z 0,91 6uildlnS lab O,15Ac
1 road basC p.63 Ac
6a�e Soil 0.�3
G = (0,15 (O.Ql-t4o--6 0.5 _1aj3 f.G
0,71
G = 0 , 4-1
P= sii�e.,<e 0.7
or sed ,e,4- .+rap 0.5
---------------------------------------------------------------------
I/SF-B:1989
RAINFALL PERFOR14ANCE STANDARD EVALUATIOPI
--------------------- ---.------------ --------------------------------
PROJECT: Lo-E .1�r 6CocK ¢ EVERGREEN PARK STANDARD FORM A
COMPLETED BY: DATE: 6)24-175.
----- ------------ ---------- ---------------------- --------- -- -- ----
DEVELOPED ERODIBILITY Asb Lsb Ssb Lb Sb PS
SUBBASIN ZONE (ac) (ft). M (feet) M I ( )
----------------- ----- -- --------------------------- ---�--
To7s-,L- Modera}e Q.91 4-00 0.5 4490 0.5
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103 S- MELDRUM, FURT C38OLLINS, CO 80521
STEWART&NSSOUATES' PH. 482-9331 FAX 482-92
Consulting Engineers and Surveyors
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Consulting Engineers and Surveyors / 1
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SITE INFORMATION AND LOCATION
Lot 16 in Block 4 of Evergreen Park is a 39500 square foot lot which was platted in 1973. The
lot is located on the west side of Blue Spruce Drive about 700 feet north of Conifer Drive. All
streets and utilities in the area are existing. The lots to the south and west are developed and the
lots to the north are vacant.
EXISTING SITE CONDITIONS
Lot 16 drains from.the west to Blue Spruce Drive on the east on a slope of 0.5 percent. There is
no offsite drainage onto Lot 16. Lot 3, which is located directly west of Lot 16, has been graded
to drain back to the west. Lot 17 on the north and lot 15 on the south both drain east to Blue
Spruce Drive.
Lot 16 is presently covered with fairly heavy vegetation.
PROPOSED DEVELOPED DRAINAGE
Lot 16 will be graded to drain to a detention pond located along the east side of the lot.
The pond will be adjacent to Blue Spruce Drive and the pond outflow will be released into the
west gutter of Blue Spruce Drive through a restricted orifice.
Calculations of the allowable release rate, required detention volume and volume of the
proposed pond are included on the included sheets.
EROSION CONTROL
Lot 16 is located in a moderate rainfall erodibility zone and in a moderate wind erodibility
zone. The east two thirds of the lot will be covered by the detention pond paved parking and
drives and by the building, The rear one third of the lot will be covered with a gravel storage area
and by two storage buildings. A silt fence will be installed along the west curb of Blue Spruce
Drive during overlot grading. A sediment trap will be placed over the detention pond outlet.
Adequate wind erosion will be provided by the construction of the building and by the rainfall
erosion control measures. All erosion control procedures shall comply with City of Fort collins
Criteria.
STEWART&ASSOCIATES
Consulting Engineers and Surveyors
August 16, 1995
Mr. Basil Hamdan
Stormwater Utility
City of Fort Collins
P.O. Box 580
Fort Collins, CO 80522
Dear Basil:
The following drainage report has been prepared for the construction of buildings, parking
and driveways on Lot 16 in Block 4 of Evergreen Park. Lot 16 is located in an IL zoning district.
Lot 16 is located in the Dry Creek (Evergreen/Greenbriar) storm drainage basin. The site is in
Flood Zone C and is not within the designated Dry Creek Flood Plain, per FIRM map 080102-
0002-B-Feb. 15, 1984.
This report was prepared in compliance with the City of Fort Collins Storm Drainage
Criteria.
Sincerely,
eiy
w a• �
Phillip I. Robinson, P.E. & L.S. 4502
Vice President
rsc
enclosures.
James H. Stewart
and Associates, Inc.
103 S. Meldrum Street
P.O. Box 429
Ft. Collins, CO 80522
303/482-9331
Fax 303/482-9382
t1F
DRAINAGE REPORT OF
LOT 16, BLOCK 4, EVERGREEN PARK
PREPARED FOR
DAN VOGEL
AND DICK WARTENTE
PREPARED BY
STEWART & ASSOCIATES, INC.
103 SOUTH MELDRUM STREET
FORT COLLINS, COLORADO 80521
970/482-9331
AUGUST 1691995