HomeMy WebLinkAboutComments PWE 8/1/2008
TENTATIVE SITE PLAN REVIEW APPLICATION
PRE-SUBMITTAL CHECKLIST
Engineer: Richard Perry Case#: PRE2008-00051
PUBLIC WORKS ENGINEERING
o .Site Assessment of Existing Conditions
Complete Incomplete See PW
Note(s)
.
~
~
I2N
I2N
~
I2N
I2N
~
[!iml
Revised 10/25/07
[!iml
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 floodway boundaries on
the site, as specified in the latest adopted FEMA Flood
Insurance Rate Maps or FEMA approved Letter of Map
Amendment or ~etter 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
r.iI
~
liiJI
l:I
[!iml
r.iI
ml9
Date Received' 81l 106
. Planner: K$- Lf)
, .
,
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)
r.iI
I4SI
N/l
li::iil
~
liiJI
tlf:l1H
[;l
[;l
IG€l
l!iil
~
1,2
o Grading and Paving Plan
Complete Incomplete See PW
Note(s)
~
I2N
[;l
I2N
~
I2N
~
IG€l
i!!J
IG€l
1!!l
IG€l
L2;Z1
IG€l
IS.l
I2N
~
3
4
5
Prepared by an Oregon Iicense.d Civil Engineer
Location and width of all existing and p~oposed
easements
Location of existing and required power poles,
transformers, neighborhood mailbox units, and similar
public facilit'ies
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 proposed connection points
Prepared by an Oregon licensed Civil Engineer
Planting plan prepared by an Oregon licensed
Landscape Architect where plant,S 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
o Stormwater Management System Study - provide four (4) copies of the study with
the completed Stormwater Scoping Sheet attached, The plan, calculations, and
documentation must be consistent with the Engineering Design Standards and
Procedures Manual.
Complete
Incomplete
~
IDl
Revised 10/25/07
See PW
Note(s)
6 .
Scoping Sheet and attached Stormwater Management
System Study . " 8\\ \oe>
Date ReceIved'
PI3nner: 'KG- L..b
PW Notes:
1. Onsheet C5, show connection of loading dock sump to sanitary sewer.
2. On Site Development Plan, at 3ft gap in curb at drainage swale, call out "drainage
outfall" erosion controll.
3, Clarify drainage channel section. Max side slope = 3:1 and check dams at 12' to 20'
intervals
4. On Site Assessment Plan, show existing contours.
5. Show amount of proposed cut/fill.
6. Cite input source for Storm Water Design Report, specifically Peak Flow Intensity and
IDF Curve used. Springfield Development Code requires water quality intensity
of .25in/hr. Adjust or justify calculations accordingly.
Additional comments not related to the completeness of the application:
.
uate ReceivecL.alL] 06
PI~mner: -KG Ld) .' .
Revised 10/25/07