HomeMy WebLinkAboutComments PWE 6/12/2008
.
TENTATIVE SITE PLAN REVIEW APPLICATION
PRE-SUBMITTAL CHECKLIST
~ngineer: Jesse Jones Case#: PRE2008-00036
PUBLIC WORKS ENGINEERING
o Site AS,sessment of Existing Conditions
Complete
[gj
[gj
[gj
IT]
[gj
[gj
[gj
[gj
Revised 10/25/07
Incomplete See PW
. Note(s)
[2]
o
EI
[gj
1
[J
Q
~
E1
GJ
Prepared by an Oregon licensed Landscape Architect
or Engineer
Vicinity Map
The name, location, and dimensions of all existing site
features including buildings, curb cuts, trees and
impervious surface areas, clearly indicating what is
remaining and what is being removed. For existing
structures to remain, also indicate present use, size,
setbacks from property lines, and distance between
buildings .
. The name, location, dimensions, 'direction of flow and
top of bank of all watercourses and required riparian
setback that are shown on the Water Quality Limited
Watercourse Map on file in the Development Services
Department
The 100-year floodplain and f100dway boundaries on
the site, as specified in the latest adopted FEMA Flood
Insurance Rate Maps or FEMA approved Letter of Map
Amendment or Letter of Map Revision
The Time of Travel Zones, as specified in SDC 3.3-200
and delineated on the Wellhead Protection Areas Map
on file in the Development Services Department
Physical features including, but not limited to trees 5"
in diameter or greater when measured 4 V2 feet above
the ground, significant clusters of trees and shrubs,
riparian areas, wetlands, and rock outcroppings '
Soil types and water table information as mapped and
specified in the Soils Survey of Lane County. A
Geotechnical Report prepared by an Engineer must be
submitted concurrently if the Soils Survey indicates
the proposed development area has unstable soils
and/or a high water table .
Date Rereived: 61/fool
Planner: AL
o Improvement and Public Utilities Plan must be in compliance with the regulations of
SDC Sections 5.17-100, 4.1-100, 4.2-100, and 4.3-100 and must include the following
information:
Complete Incomplete See PW
Note(s)
I2ill
Q
I'iiii?I
l.Blli
I2ill
2
Prepared by an Oregon licensed Civil Engineer
Location and width of all existing and proposed
easements
Location of existing and required power poles,
transformers, neighborhood mailbox units, and similar
public facilities
Location and size of existing and proposed utilities on
and adjacent to the site, including sanitary sewer
mains, stormwater management systems, water
mains, power, gas, telephone, and cable TV.
Indicate the propo'sed connection points
[gj
111
[gj
111
o Grading and Paving Plan
Complete Incomplete See PW
Note(s)
I2ill
[gj
I'iiii?I
~
If:]
I'iiii?I
~
rgJ
3 .
Prepared by an Oregon licensed Civil Engineer
Planting plan prepared by an Oregon licensed
Landscape Architect where plants are proposed as
part of the stormwater management system
Roof drainage patterns and discharge locations
Pervious and impervious area drainage patterns
The size and location of stormwater management
systems components, including but not limited to:
drain lines, catch basins, dry wells and/or detention
ponds; stormwater quality measures; and natural
drainageways to be retained
Existing and proposed spot elevations and contours
lines drawn at 1 foot intervals (for land with a slope
over 10 percent, the contour lines may be at 5 foot
intervals)
Amount of proposed cut and fill
[gj
[gj
[gj
I'iiii?I
L.:::f.I
Q
I'iiii?I
lE2J
rgJ
Q
o Stormwater Management System Study - provide four (4) copies of the study with
the completed Storm water Scoping Sheet attached. The plan, calculations, and
documentation must be consistent with the Engineering Design Standards and
Procedures Manual.
Complete Incomplete See PW
Note(s)
~ 111 Scoping Sheet and attached Storm water Management
System Study
f3.evised 10/25/07
lJ~te Rlilooived: t/;.lh,,~
Plf:lflner: AL 7 I'
PW Notes:
1. Provide the name, location, dimensions, direction of flow and top of bank of all
watercourses and required riparian setback that are shown on the Water Quality Limited
Watercourse Map on file in the Development Services Department.
2. Provide a 7.0' P.'U.E. along the Deadmond Ferry Road frontage.
3. Provide proposed amount of cut and fill on the plan set:
Additional comments not related to the completeness of the application:
. On site storm water disposal is available for the parking lot. The treated runoff
could be routed to another soakage trench that has an overflow/outlet into the
swale on the SW corner of the site.
Revised 10/25/07
Date Rereived' t//~ool
Planner: AL