HomeMy WebLinkAboutGrading Plans - 01/06/2020 (3)1612 Prospect Lane
Lot 70 Arthur C Sheely 3rd Filing
Les Crawford P.E.
Site Development Solutions
Dan Mogen [via email: dmogen@fcgov.com]
700 Wood Street
Fort Collins, CO 80521
B1916164
Plan & memo accepted and permit released
1/6/2020 DJM
November 20, 2019
UPDATED December 16, 2019
RE: Residential Grading/Drainage Permit Application for 1612 Prospect Lane
Dan,
This project is the addition of an attached garage and driveway to the existing home at 1612
Prospect Lane. The general location is two blocks south of Prospect Road which is the
southern boundary of the CSU campus. Attached is the CIVIL PLAN showing the existing
and proposed grading with contours and spot elevations. Flow arrows demonstrate the
general direction of surFace runoff away from the structures filterinq through landscaping &
qrassed areas and towards the nearest curb & gutter in the street.
The property is an existing home on the northeast corner of Prospect Lane and Juniper
Lane. Runoff at each lot line flows at 1% to 2% through landscaping & qrassed areas
toward the adjacent street. Then flows are conveyed by the curb and gutter draining
counterclockwise around the intersection; flowing south on Prospect Lane then east on
Juniper Lane. The ultimate collection point is the City Storm Drainage system on Prospect
Road near South Witcomb Street. A copy of the City Drainage Plan shows the ultimate
discharge is to the Poudre River.
Existing and proposed downspouts are located at the corners of the structure and all
discharge is away from the structure through landscaping & grassed areas. The space
between the existing garage and the new addition has been covered with a wide concrete
sidewalk. The concrete sidewalk slopes away from the structures with a v-pan near the
center. The v-pan slopes to the south at 1% to discharge gently on to the existing grassed
lawn before filterinq throuqh landscapinq & qrassed areas.
The net impervious area is increased bv 1,870 sf. The maximum allowed increase is 5,000
sf. Water Quality is mitigated by most runoff filtering throuqh adjacent landscapinq &
grassed slopes. No detention is provided due to the site's small area.
Please accept these documents as the completed application for a Residential Grading and
Storm Drainage Permit.
Les Crawford PE
IN OLD TOWN
301 HOWE STREET #2211
FORT COLLINS, CO 80521
970-773-0610
Les@ LesCrawford PE.com
www.LesCrawfordPE.com
1612 Prospect Lane
CHANGES IN IMPERVIOUS AREAS
Remove SW -56 sf
New SW 98 sf
New Drive 761 sf
New Rear SW 77 sf
Net New SW 880 sf
New Garage + Entry 990 sf
New Impervious 1,870 sf
MASTER DRAINAGE BASIN : OLD TOWN
MAX ALLOWED NEW IMPERVIOUS: 5,000 SF
ACCEPTABLE
NOTE: THESE ARE NOT
CONSTRUCTION QUANTITIES
Pro�y Address: 1612 Prospect Lane
Proqertv Owners: Craig Spooner & Susan McGoldrick
Owner's Phone: 970-310-5010
General Contractor: Sol Structures
Contact: Eric Newcomber 970-443-3233
Parcel No: 97232-05-070
Legal Descriqtion: LOT 70, ARTHUR C SHEELY 3RD, FTC
Zonina District:
Subdivision:
Neiahborhood:
Setbacks:
Front Yard -
Rear Yard -
Side Yard -
Lot Size:
RL
11673 - SHEELEY, ARTHUR C
9722
30 Feet (per subdivision plat)
15 Feet
7 .5 Feet (per subdivision plat)
15 Feet at street facing side yard
11,098 SF
Densitv: 1/3 x Lot Area (plus first 720 SF of attached garage)
Allowable Total Floor Area: 3,699 SF (plus first 720 sf of attached garage)
Actual Floor Area:
Existing First Floor:
First Floor Entry Addition:
Existing Garage (detached):
New Exercise Room Addition
New Attached Garaae*:
Total :
1,634 SF
90 SF
660 SF (20'x33')
: 350 SF
550 SF
2,474 SF
*First 720 SF of attached garage doesn't count against the total allowable area
Remaining allowable area: 3,699 SF- 2,474 SF+ 550 SF= 1,775 SF
Maximum Buildina Height
: �
Actual Buildina Heiaht: 14'-6"
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