HomeMy WebLinkAboutRedline Summary.pdf121-18 Permit Set (r0).pdf Markup Summary
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1 (7)
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Page Index: 1 R-417501
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Page Index: 1 please confirm the name of the project
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Page Index: 1 Please provide title report and copies of the
existing easements for review.
Based on plan set, access and utility easements
will be necessary as the proposed improvements
are across another property.
As such, the other property owner will need to be
part of this application or provide consent for the
work being proposed and constructed on their
property. An easement sits on top of the property
and the property owner still owns the property.
Additional coordination with the other property
owner will be necessary to determine who can
authorize and sign the consent/application and the
easements due to the property being a
condominium.
The existing access easement may need to be
released or relinquished. Will provide more
information on this after reviewing the documents
requested.
Please provide additional information regarding the
future purpose of these properties - rentals or
condos. This will impact addressing which needs
to be assigned.
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Page Index: 1 The project is required to demonstrate compliance
with tree retention regulations. A tree retention and
land clearing plan is required per the civil
construction permit checklist.
A landscape plan is required to be submitted per
the civil construction permit checklist. the
landscape plan must be prepared by a landscape
architect registered in the State of Washington, a
certified nurseryman, or other similarly qualified
professional and be consistent with RMC 4-8-120.TED-40-4175R-417501
please confirm thename of the project
Please provide title report and copies of the existing easements for
review.
Based on plan set, access and utility easements will be necessary as theproposed improvements are across another property.
As such, the other property owner will need to be part of thisapplication or provide consent for the work being proposed andconstructed on their property. An easement sits on top of the property
and the property owner still owns the property.
Additional coordination with the other property owner will be
necessary to determine who can authorize and sign theconsent/application and the easements due to the property being a
condominium.
The existing access easement may need to be released or relinquished.
Will provide more information on this after reviewing the documentsrequested.
Please provide additional information regarding the future purpose ofthese properties - rentals or condos. This will impact addressing whichneeds to be assigned.
The project is required to demonstrate compliance with tree retention
regulations. A tree retention and land clearing plan is required per the civilconstruction permit checklist.
A landscape plan is required to be submitted per the civil construction permitchecklist. the landscape plan must be prepared by a landscape architectregistered in the State of Washington, a certified nurseryman, or other similarlyqualified professional and be consistent with RMC 4-8-120.
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Page Index: 1 C20002431
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Page Index: 1 Use current 2020 versions of these standard plans
found on the City's website.
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2 (7)
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Page Index: 2 R-417502
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3 (4)
C20002431
Use current 2020versions of thesestandard plans foundon the City's website.TED-40-4175R-417502
TED-40-4175
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Page Index: 3 R-417503
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Page Index: 3 Proposed work is located in the dripline of
protected and off site trees. An arborist report
prepared by a certified arborist or licensed
landscape architect is required that demonstrates
that the project proposal will have not impacts to
off site and retained trees. The report shall
correlate with the Tree Retention/Land Clearing
Plan and identifies size, species, health, and
reason for any removal. The report shall identify
the limits of disturbance for all
retained trees.
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Page Index: 3 You cannot work outside of the recorded access
easement, without a private agreement/easement
from the neighboring property. see survey on
previous page
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4 (12)
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Page Index: 4 R-417504
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Page Index: 4 replace with new detail:
https://edocs.rentonwa.gov/Documents/DocView.a
spx?id=990430&dbid=0&repo=CityofRenton
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Page Index: 4 replace with new detail:
https://edocs.rentonwa.gov/Documents/DocView.a
spx?id=990439&dbid=0&repo=CityofRenton
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https://edocs.rentonwa.gov/Documents/DocView.a
spx?id=990437&dbid=0&repo=CityofRenton
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Page Index: 4 replace with new detail:
https://edocs.rentonwa.gov/Documents/DocView.a
spx?id=990433&dbid=0&repo=CityofRenton
R-417503
Proposed work islocated in thedripline of protectedand off site trees. Anarborist reportprepared by acertified arborist orlicensed landscapearchitect is requiredthat demonstratesthat the projectproposal will havenot impacts to offsite and retainedtrees. The reportshall correlate withthe TreeRetention/LandClearing Plan andidentifies size, species,health, and reasonfor any removal. Thereport shall identifythe limits ofdisturbance for all retained trees.
You cannot workoutside of the recorded accesseasement, without aprivateagreement/easementfrom theneighboringproperty. see surveyon previous page
TED-40-4175R-417504
replace with newdetail:
https://edocs.rentonwa.gov/Documents/DocView.aspx?id=990430&dbid=0&repo=CityofRenton
replace with newdetail:
https://edocs.rentonwa.gov/Documents/DocView.aspx?id=990439&dbid=0&repo=CityofRenton
replace with newdetail:
https://edocs.rentonwa.gov/Documents/DocView.aspx?id=990437&dbid=0&repo=CityofRenton
replace with newdetail:
https://edocs.rentonwa.gov/Documents/DocView.aspx?id=990433&dbid=0&repo=CityofRenton
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Page Index: 4 ADD stockpile detail:
https://edocs.rentonwa.gov/Documents/DocView.a
spx?id=990428&dbid=0&repo=CityofRenton
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Page Index: 4 replace these notes with city of renton notes (you
included these notes on the cover sheet, move
them here):
https://edocs.rentonwa.gov/Documents/DocView.a
spx?id=1249572&dbid=0&repo=CityofRenton
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Page Index: 4 Include project-specific ESC construction
sequence.
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5 (3)
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Page Index: 5 R-417505
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Page Index: 5 demo plan requires a separate building permit. this
plan will be reviewed under that permit, once you
apply.
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6 (5)
delete
ADD stockpile detail:
https://edocs.rentonwa.gov/
Documents/DocView.aspx?id=
990428&dbid=0&repo=Cityof
Renton
replace these noteswith city of rentonnotes (you includedthese notes on thecover sheet, movethem here):
https://edocs.rentonwa.gov/Documents/DocView.aspx?id=1249572&dbid=0&repo=CityofRenton
Include project-specific ESC
construction sequence.TED-40-4175R-417505
demo plan requires a separate building
permit. this plan will be reviewed under
that permit, once you apply.TED-40-4175
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Page Index: 6 R-417506
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Page Index: 6 AS STATED IN THE PRE-APPLICATION
MEETING, FIRE FLOW IS 3,000 GPM WITH FIRE
SPRINKLERS REQUIRED. THIS REQUIRES A
LOOPED WATER MAIN AND THREE FIRE
HYDRANTS. THERE IS NOT ENOUGH ROOM
AROUND THE BUILDING FOR A LOOPED
WATER MAIN. STATE LAW HAS CHANGED
MANDATING FIRE SPRINKLERS IN BUILDINGS
OVER 4 UNITS.
FURTHER CONSTRUCTION DETAILS
REQUIRED. PROVIDE IBC TYPE OF
CONSTRUCTION. PROVIDE BUILDING TOTAL
SQUARE FOOTAGE.
THIS IS A DIFFERENT SITE LAYOUT FROM THE
PRE-APPLICATION MEETING. LAYOUT
AFFECTS FIRE FLOW REQUIREMENTS FROM
NEIGHBORING EXPOSING BUILDINGS.
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R-417506
AS STATED IN THE PRE-APPLICATION MEETING, FIRE FLOW IS
3,000 GPM WITH FIRE SPRINKLERS REQUIRED. THIS REQUIRES
A LOOPED WATER MAIN AND THREE FIRE HYDRANTS. THERE IS
NOT ENOUGH ROOM AROUND THE BUILDING FOR A LOOPED
WATER MAIN. STATE LAW HAS CHANGED MANDATING FIRE
SPRINKLERS IN BUILDINGS OVER 4 UNITS.
FURTHER CONSTRUCTION DETAILS REQUIRED. PROVIDE IBC
TYPE OF CONSTRUCTION. PROVIDE BUILDING TOTAL SQUARE
FOOTAGE.
THIS IS A DIFFERENT SITE LAYOUT FROM THE PRE-APPLICATION
MEETING. LAYOUT AFFECTS FIRE FLOW REQUIREMENTS FROM
NEIGHBORING EXPOSING BUILDINGS.
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Page Index: 6 Compliance with the Residential design standards
of RMC 4-2-115 is required, as indicated in the
pre-application meeting comments
(PRE18-000682).
Per CI-159, effective October 30, 2020, Open
space(s) shall be contiguous to the majority of the
dwellings in the development and accessible to all
dwellings. For sites one acre or smaller in size,
open space(s) shall be no less than thirty feet (30')
in any dimension. For sites larger than one acre in
size, open space(s) shall be no less than forty feet
(40') in any dimension. For all sites, to allow for
variation, open space(s) of less than the minimum
dimensions (thirty feet (30') or forty feet (40'), as
applicable) are allowed; provided, that when all of
a site’s open spaces are averaged, the applicable
dimension requirement is met.
For each unit in the development, three hundred
fifty (350) square feet of common open space shall
be provided.
Open space shall be designed as a park, common
green, pea-patch, pocket park, or pedestrian entry
easement in the development and shall include
picnic areas, space for recreational activities, and
other activities as appropriate.
Open space shall be located in a highly visible
area and be easily accessible to the neighborhood.
Common open space areas shall have a maximum
slope of five percent (5%).
Obstructions, such as retaining walls and fences,
shall not be placed in common open spaces.
Grass-crete or other pervious surfaces may be
used in the common open space for the purpose of
meeting the one hundred fifty feet (150') distance
requirement for emergency vehicle access but
shall not be used for personal vehicle access or to
meet off-street parking requirements.
Developments of four (4) or more dwelling units:
Each ground-related dwelling shall have a private
yard that is at least two hundred fifty (250) square
feet in size with no dimension less than eight feet
(8') in width. (Not counted towards open space)
All of the following are required:
1. Sidewalks shall be provided throughout the
neighborhood. The sidewalk may disconnect from
the road, provided it continues in a logical route
throughout the development. Permeable pavement
sidewalks shall be used where feasible, consistent
with the Surface Water Design Manual.
2. Front yards shall have entry walks that are a
minimum width of three feet (3') and a maximum
width of four feet (4').
3. Pathways shall be used to connect common
parks, green areas, and pocket parks to residential
access streets, limited residential access streets,
or other pedestrian connections. They may be
used to provide access to homes and common
open space. They shall be a minimum three feet
(3') in width and made of paved asphalt, concrete,
or porous material such as: porous paving stones,
crushed gravel with soil stabilizers, or paving
blocks with planted joints. Sidewalks or pathways
for parks and green spaces shall be located at the
edge of the common space to allow a larger usable
green and easy access to homes.
4. Pedestrian Easement Plantings: Shall be
planted with plants and trees. Trees are required
along all pedestrian easements to provide shade
and spaced twenty feet (20') on center. Shrubs
shall be planted in at least fifteen percent (15%) of
the easement and shall be spaced no further than
thirty six inches (36") on center.
5. For all homes that do not front on a residential
access street, limited residential access street, a
park, or a common green: Pedestrian entry
easements that are at least fifteen feet (15') wide
plus a five-foot (5') sidewalk shall be provided.
The entry shall take access from and face a street,
park, common green, pocket park, pedestrian
easement, or open space.
Compliance with the Residential designstandards of RMC 4-2-115 is required, asindicated in the pre-application meetingcomments (PRE18-000682).
Per CI-159, effective October 30, 2020,Open space(s) shall be contiguous to themajority of the dwellings in thedevelopment and accessible to alldwellings. For sites one acre or smallerin size, open space(s) shall be no lessthan thirty feet (30') in any dimension. Forsites larger than one acre in size, openspace(s) shall be no less than forty feet(40') in any dimension. For all sites, toallow for variation, open space(s) ofless than the minimum dimensions (thirtyfeet (30') or forty feet (40'), asapplicable) are allowed; provided, thatwhen all of a site’s open spaces areaveraged, the applicable dimensionrequirement is met. For each unit in the development, threehundred fifty (350) square feet ofcommon open space shall be provided. Open space shall be designed as a park,common green, pea-patch, pocket park, orpedestrian entry easement in thedevelopment and shall include picnicareas, space for recreational activities,and other activities as appropriate. Open space shall be located in a highlyvisible area and be easily accessible tothe neighborhood. Common open space areas shall have amaximum slope of five percent (5%).
Obstructions, such as retaining wallsand fences, shall not be placed incommon open spaces.
Grass-crete or other pervious surfacesmay be used in the common open space forthe purpose of meeting the one hundredfifty feet (150') distance requirement foremergency vehicle access but shall notbe used for personal vehicle access orto meet off-street parking requirements.
Developments of four (4) or moredwelling units: Each ground-relateddwelling shall have a private yard that isat least two hundred fifty (250) squarefeet in size with no dimension less thaneight feet (8') in width. (Not countedtowards open space)All of the following are required: 1. Sidewalks shall be providedthroughout the neighborhood. Thesidewalk may disconnect from the road,provided it continues in a logical routethroughout the development. Permeablepavement sidewalks shall be used wherefeasible, consistent with the SurfaceWater Design Manual. 2. Front yards shall have entry walksthat are a minimum width of three feet (3')and a maximum width of four feet (4'). 3. Pathways shall be used to connectcommon parks, green areas, and pocketparks to residential access streets,limited residential access streets, orother pedestrian connections. They maybe used to provide access to homes andcommon open space. They shall be aminimum three feet (3') in width and madeof paved asphalt, concrete, or porousmaterial such as: porous paving stones,crushed gravel with soil stabilizers, orpaving blocks with planted joints.Sidewalks or pathways for parks andgreen spaces shall be located at theedge of the common space to allow alarger usable green and easy access tohomes.
4. Pedestrian Easement Plantings: Shallbe planted with plants and trees. Treesare required along all pedestrianeasements to provide shade and spacedtwenty feet (20') on center. Shrubs shallbe planted in at least fifteen percent(15%) of the easement and shall bespaced no further than thirty six inches(36") on center.5. For all homes that do not front on aresidential access street, limitedresidential access street, a park, or acommon green: Pedestrian entryeasements that are at least fifteen feet(15') wide plus a five-foot (5') sidewalkshall be provided. The entry shall take access from andface a street, park, common green,pocket park, pedestrian easement, oropen space.
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7 (85)
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Page Index: 7 R-417507
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Page Index: 7 S-417501
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Page Index: 7 W-417501
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Page Index: 7 identify proposed height of all retaining walls and
demonstrate compliance with height regulations
per RMC 4-4-040.
Retaining walls are not permitted in open space.
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Page Index: 7 rotate scale
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Page Index: 7 if geotech walls exceed 4' in height, they will
require a separate building permit application for
structural review.TED-40-4175R-417507
S-417501
W-417501
WWP-27-4175WTRP-27-4175identify proposed
height of all
retaining walls and
demonstrate
compliance with
height regulations
per RMC 4-4-040.
Retaining walls are
not permitted in open
space.
rotate scale
if geotech walls
exceed 4' in height,
they will require a
separate building
permit application for
structural review.
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???
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Page Index: 7 NEW WATER MAIN EXTENSION REQUIRED
SIZING OF MAIN IS DEPENDING ON FINAL
FIRE FLOW DEMAND AS DETERMINED BY
FIRE AUTHORITY
FINAL NUMBER AND LOCATION OF
HYDRANTS TO BE DETERMINED BY FIRE
AUTHORITY
FIRE SPRINKLER SYSTEM REQUIRED
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Page Index: 7 THIS METER CONFIGURATION IS NOT
PERMITTED. METERS MUST BE ADJACENT
TO THE PROPERTY/UNIT SERVED WITHOUT
EXCESSIVELY LONG SERVICE LINES. ALL
METERS SHALL BE LOCATED IN A COR
UTILITY EASEMENT.
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Page Index: 7 CITY CODE REQUIRES A LOOPED WATER
MAIN WHEN REQUIRED FIRE FLOWS
EXCEEDS 2,500 GPM. THE CURRENT LAYOUT
DOES NOT PROVIDE ADEQUATE ROOM FOR
A FEASIBLE LOOPED WATER MAIN.
PER THE RENTON REGIONAL FIRE
AUTHORITY (RRFA), THE REQUIRED FIRE
FLOW IS 3,000 GPM. APPLICANT SHALL
WORK WITH RRFA TO BRING REQUIRED FIRE
FLOW TO 2,500 GPM OR LESS.
THE CITY CAN SUPPLY UP TO 2,850 GPM
WITH A 12" MAIN EXTENDING FROM THE
CITY'S 12" MAIN IN SW 5TH PLACE.
ALL WATER MAINS NOT IN RIGHT OF WAY
SHALL BE IN A 15' WATER UTILITY EASEMENT.
PROVIDE ADEQUATE FIRE HYDRANT
COVERAGE PER RRFA STANDARDS. ALL
HYDRANTS SHALL BE LOCATED IN A WATER
UTILITY EASEMENT.
PROVIDE FIRE SPRINKLER SERVICE LINE
WITH DETECTOR DOUBLE CHECK VALVE
ASSEMBLY (DDCVA) PER COR STANDARD
PLANS.
PROVIDE ALL APPLICABLE COR WATER
STANDARD PLANS IN PLAN SET.
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Page Index: 7 the only way you can disperse concentrated flows
onto a neighboring property is via an easement
from the owner of the neighboring property or a
really wide dispersion device that spreads the flow
across the property line (mimicking the existing
condition).
in addition, discharge onto a regulated slope is not
allowed.
NEW WATER MAIN EXTENSION REQUIRED
SIZING OF MAIN IS DEPENDING ON FINAL FIRE FLOWDEMAND AS DETERMINED BY FIRE AUTHORITY
FINAL NUMBER AND LOCATION OF HYDRANTS TO BEDETERMINED BY FIRE AUTHORITY
FIRE SPRINKLER SYSTEM REQUIRED
THIS METER CONFIGURATION IS NOT
PERMITTED. METERS MUST BE
ADJACENT TO THE PROPERTY/UNIT
SERVED WITHOUT EXCESSIVELY LONG
SERVICE LINES. ALL METERS SHALL BE
LOCATED IN A COR UTILITY EASEMENT.
CITY CODE REQUIRES A LOOPED WATER MAIN WHEN REQUIRED FIRE FLOWS EXCEEDS
2,500 GPM. THE CURRENT LAYOUT DOES NOT PROVIDE ADEQUATE ROOM FOR A FEASIBLE
LOOPED WATER MAIN.
PER THE RENTON REGIONAL FIRE AUTHORITY (RRFA), THE REQUIRED FIRE FLOW IS 3,000
GPM. APPLICANT SHALL WORK WITH RRFA TO BRING REQUIRED FIRE FLOW TO 2,500 GPM
OR LESS.
THE CITY CAN SUPPLY UP TO 2,850 GPM WITH A 12" MAIN EXTENDING FROM THE CITY'S 12"
MAIN IN SW 5TH PLACE.
ALL WATER MAINS NOT IN RIGHT OF WAY SHALL BE IN A 15' WATER UTILITY EASEMENT.
PROVIDE ADEQUATE FIRE HYDRANT COVERAGE PER RRFA STANDARDS. ALL HYDRANTS
SHALL BE LOCATED IN A WATER UTILITY EASEMENT.
PROVIDE FIRE SPRINKLER SERVICE LINE WITH DETECTOR DOUBLE CHECK VALVE
ASSEMBLY (DDCVA) PER COR STANDARD PLANS.
PROVIDE ALL APPLICABLE COR WATER STANDARD PLANS IN PLAN SET.
the only way you can disperseconcentrated flows onto a neighboringproperty is via an easement from theowner of the neighboring property or areally wide dispersion device thatspreads the flow across the propertyline (mimicking the existing condition).
in addition, discharge onto a regulatedslope is not allowed.
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Page Index: 7 use a piped storm conveyance system to collect
runoff. trench drains are only allowed if there are
elevation constraints, which are not evident here.
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Page Index: 7 is this a footing drain or a trench drain to collect
runoff from the driveway? call out properly and
provide dimensions.
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Page Index: 7 10'-0"
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Page Index: 7 12" diameter water main extension. provide
connection detail.
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Page Index: 7 PROVIDE PROFILE VIEWS WITH STATIONING,
INVERT/RIM ELEVATIONS, AND ALL
CONNECTIONS/APPURTENANCES FOR
WATER, SEWER, AND STORM LINES.
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Page Index: 7 10'-3"
use a piped storm conveyance system to
collect runoff. trench drains are onlyallowed if there are elevation constraints,
which are not evident here.
is this a footing drainor a trench drain tocollect runoff fromthe driveway? call
out properly and
provide dimensions.
10'-0"
12" diameter watermain extension.
provide connectiondetail.
PROVIDE PROFILE VIEWS WITH
STATIONING, INVERT/RIM ELEVATIONS,
AND ALL
CONNECTIONS/APPURTENANCES FOR
WATER, SEWER, AND STORM LINES.10'-3"
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Page Index: 7 10'-0"
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Page Index: 7 concrete blocking
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Page Index: 7 10'-0"
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Page Index: 7 10'-0"
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Page Index: 7 10'-0"
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10'-0"
concrete blocking
10'-0"10'-0"10'-0"
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Page Index: 7 provide cap and concrete blocking
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Page Index: 7 10'-0"
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Page Index: 7 10'-0"
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Page Index: 7 water line will require a 15-foot utility easement.
please provide the easement document and legal
description, see our form:
https://edocs.rentonwa.gov/Documents/1/edoc/955
882/Easement%20-%20Public%20Utilities.pdf
provide cap and
concrete blocking
10'-0"10'-0"water line will require
a 15-foot utility
easement. please
provide the easement
document and legal
description, see our
form:
https://edocs.renton
wa.gov/Documents/1/
edoc/955882/Easeme
nt%20-%20Public%20U
tilities.pdf
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Page Index: 7 move catch basin to maintain 10 ft horizontal
separation with water lines.
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Page Index: 7 each townhome unit requires and individual side
sewer connection to the sewer main in the shared
driveway. sewer stubs must be a min of 6"
diameter and run at 2% slope to the main. the
sewer main must be a min 8" diameter pipe to
grinder pump manhole.
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Page Index: 7 this is not a water main extension. see sketch in
blue for reference
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Page Index: 7 provide grinder pump detail as part of this civil set.
provide pump flow specs, alarm system, wet vault
requirements. also, label entire sewer system as
private.
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Page Index: 7 you need another hydrant per renton fire
authority's fire flow requirements.
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Page Index: 7 provide cap and concrete blocking
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Page Index: 7 sewer force main must have 10ft separation from
water main. see sketch in green for reference.
move catch basin to
maintain 10 ft
horizontal
separation with water
lines.
each townhome unit requires and
individual side sewer connection to the
sewer main in the shared driveway. sewer
stubs must be a min of 6" diameter and run
at 2% slope to the main. the sewer main
must be a min 8" diameter pipe to grinder
pump manhole.
this is not a watermain extension. seesketch in blue forreference
provide grinder pump
detail as part of this
civil set. provide pump
flow specs, alarm
system, wet vault
requirements. also,
label entire sewer
system as private.
you need anotherhydrant per renton
fire authority's fire
flow requirements.
provide cap and
concrete blocking
sewer force main
must have 10ft
separation from
water main. see
sketch in green for
reference.
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Page Index: 7 10'-0"
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Page Index: 7 cleanouts must be installed in the
driveway/landscaped area for each sewer stub,
typ.
add the following std plans to this set:
Cleanouts:
https://edocs.rentonwa.gov/Documents/DocView.a
spx?id=8237714&dbid=0&repo=CityofRenton
sewer stub:
https://edocs.rentonwa.gov/Documents/DocView.a
spx?id=8237719&dbid=0&repo=CityofRenton
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Page Index: 7 upgrade this to a manhole. provide rim/invert
elevations. add the following std plan:
manhole:
https://edocs.rentonwa.gov/Documents/DocView.a
spx?id=8237727&dbid=0&repo=CityofRenton10'-0"cleanouts must be installed in thedriveway/landscaped area for each sewer stub, typ.
add the following std plans to this set:
Cleanouts:https://edocs.rentonwa.gov/Documents/DocView.aspx?id=8237714&dbid=0&repo=CityofRenton
sewer stub:https://edocs.rentonwa.gov/Documents/DocView.
aspx?id=8237719&dbid=0&repo=CityofRenton
upgrade this to amanhole. providerim/invert elevations.add the following stdplan:
manhole:https://edocs.rentonwa.gov/Documents/DocView.aspx?id=8237727&dbid=0&repo=CityofRenton
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Page Index: 7 Note footing drains to be minimum 4" and roof
drains to be minimum 6".
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Page Index: 7 PVC pipe requires 3' cover. If cover remains <2',
use DI pipe.
Page Label: 7
Page Index: 7 8"
Page Label: 8
Page Index: 8
8 (2)
Page Label: 8
Page Index: 8 R-417508
Page Label: 9
Page Index: 9
9 (5)
Page Label: 9
Page Index: 9 R-417509
Page Label: 9
Page Index: 9 W-417502
Page Label: 9
Page Index: 9
Page Label: 9
Page Index: 9 Replace all standard plans with current versions
per the City's website.
Note footing
drains to be
minimum 4" and
roof drains to
be minimum 6".
PVC pipe requires 3'
cover. If cover remains
<2', use DI pipe.
8"TED-40-4175R-417508
TED-40-4175R-417509
W-417502
WTRP-27-4175Replace all standard plans with
current versions per the City's website.
Page Label: 10
Page Index: 10
10 (6)
Page Label: 10
Page Index: 10 R-417510
Page Label: 10
Page Index: 10 S-417502
Page Label: 10
Page Index: 10 W-417503
Page Label: 10
Page Index: 10
Page Label: 10
Page Index: 10TED-40-4175R-417510
S-417502
W-417503
WWP-27-4175WTRP-27-4175
121-18 5th Pl West TIR (r0).pdf Markup Summary
Page Label: 15
Page Index: 15 you must connect this flow to a public system, ie
storm system on sw 5th pl. the only way you can
disperse concentrated flows onto a neighboring
property is via an easement from the owner of the
neighboring property.
15 (4)
Page Label: 15
Page Index: 15
Page Label: 15
Page Index: 15 there are other bmps that the geotech report
recommends. please go through core requirement
#9, Section 1.2.9.2 in the renton surface water
design manual.
Page Label: 15
Page Index: 15 Replace with actual value
Page Label: 20
Page Index: 20 Fix conflicting sentence.
20 (2)
Page Label: 20
Page Index: 20 Consider and evaluate BMPs as recommended in
geotechnical report, see comment of page 15 of
TIR.
Section 2 – Conditions and Requirements Summary 1. Discharge at the natural location: This site currently discharges via surface sheet flow into the adjacent railroad right of way. All surface flows collected on this site will continue to be conveyed to the railroad right of way.
Discharge to the natural location will be maintained.
2. Off-site Analysis: A Level 1 off-site analysis was completed for this project and is included in Section 3 of this report. 3. Flow control: The site is exempt under the historical flow control analysis of the increase of the 100-yr flow from the existing condition (pre-1979) to the proposed developed condition. The analysis yielded a value of an
increase of only xxxxx cfs which is less than the 0.15cfs allowed using the 15-munite time step. Flow control will not be required for this project. 4. Conveyance system: Conveyance will be provided by the proposed new tight line to be discharged to the railroad right of way using a rock splash pad.
5. Erosion and sedimentation control: An erosion and sediment control plan has been provided with the submittal.
6. Maintenance and Operations: The storm water facilities for this project shall be maintained in accordance with the requirements of Appendix A of the 2016 KCSWDM. 7. Financial guarantees and liability: Financial guarantees and liability will be provided as required by the City of
Renton.
8. Water Quality: This project is adding less than 5000 sf (4,435 sf) of new plus replaced PGIS and less than 3/4 of an acre of new pervious surface and is therefore exempt from Core Requirement #8. 9. Flow Control BMPs: Per the soils report, this site is not suitable for infiltration BMP’s.
Special Requirements 1. Other adopted area-specific requirements: None 2. Floodplain/Floodway delineation: None
3. Flood protection facilities: None
4. Source controls: None 5. Oil Control: None
you must connectthis flow to a publicsystem, ie stormsystem on sw 5th pl.the only way you candisperseconcentrated flowsonto a neighboringproperty is via aneasement from theowner of theneighboring
property.
121-18 TIR.DOCX May 14, 2020 Page 15 of 27
Renton.
8. Water Quality: This project is adding less than 5000 sf (4,435 sf) of new plus replaced PGIS and less than 3/4 of
an acre of new pervious surface and is therefore exempt from Core Requirement #8. 9. Flow Control BMPs: Per the soils report, this site is not suitable for infiltration BMP’s. Special Requirements 1. Other adopted area-specific requirements: None
2. Floodplain/Floodway delineation: None
3. Flood protection facilities: None
4. Source controls: None
5. Oil Control: None
Water Quality: This project is adding less than 5000 sf (4,435 sf) of new plus replaced P
an acre of new pervious surface and is therefore exempt from Core Requirement #8.
Flow Control BMPs: Per the soils report, this site is not suitable for infiltration BMP’s.
Requirements
Other adopted area-specific requirements: None
Floodplain/Floodway delineation: None
Flood protection facilities: None
Source controls: None
Oil Control: None
there are other bmps
that the geotech
report recommends.
please go through
core requirement #9,
Section 1.2.9.2 in the
renton surface water
design manual.
Section 2 – Conditio
1. Discharge at the natural l
right of way. All surface f
Discharge to the natural l
2. Off-site Analysis: A Leve
report.
3. Flow control: The site is e
the existing condition (pre
increase of only xxxxx cfs
not be required for this pr
4. Conveyance system: Con
right of way using a rock
5. Erosion and sedimentatio
6. Maintenance and Operati
the requirements of Appe
Replace with
actual value
This site is less th
Full Disp
the 15%
Full infilt
report.
Limited
per the s
Fix conflicting
sentence.
application on the site/lot. This required implementation of flow control BMPs must occur as part
ect and provisions must be made for their future maintenance as specified in Section 1.2.9.2.
than 22,000 SF. The project must be evaluated under the Small Lot BMP Requirements of Section
spersion is not applicable as there is not any forest area available within a threshold discharge ar
% ratio of fully dispersed impervious area to native vegetated surface.
filtration of roof runoff is not applicable as the underlying soils are not suitable for infiltration per
.
d infiltration is not applicable and will be utilized as the underlying soils are suitable for limited in
e soils report.
OL
in the peak flow control area and is exempt from flow control. The site is also exempt under the
nalysis of the increase of the 100-yr flow from the existing condition (pre-1979) to the proposed
e analysis yielded a value of an increase of only 0.072 cfs which is less than the 0.15cfs allowed us
me step. Flow control will not be required for this project.
is the analysis used to establish the exemption:
Consider and evaluate BMPs as
recommended in geotechnical report,
see comment of page 15 of TIR.
Geotechnical Report.pdf Markup Summary
Page Label: 5
Page Index: 5 High landslide hazards and sensitive slopes are
mapped within 50 feet of the project site.
Whenever a proposed development requires a
development permit and a geologic hazard is
present on the site of the proposed development or
on abutting or adjacent sites within fifty feet (50') of
the subject site, geotechnical studies by licensed
professionals, such as a geotechnical engineer
and/or engineering geologist, shall be required.
Specifically, geotechnical studies are required for
developments proposed on sites with any of the
following geologically hazardous areas:
(a) Sensitive and protected slopes;
(b) Medium, high, or very high landslide hazards;
(c) High erosion hazards;
(d) High seismic hazards;
(e) Medium or high coal mine hazards.
The required studies shall address each geologic
hazard and demonstrate the following review
criteria can be met:
(a) The proposal will not increase the threat of the
geological hazard to adjacent or abutting
properties beyond pre-development conditions;
and
(b) The proposal will not adversely impact other
critical areas; and
(c) The development can be safely accommodated
on the site.
5 (1)
High landslide hazards and sensitive slopes are mapped within 50 feet ofthe project site.
Whenever a proposed development requires a development permit and a
geologic hazard is present on the site of the proposed development oron abutting or adjacent sites within fifty feet (50') of the subject site,
geotechnical studies by licensed professionals, such as a geotechnicalengineer and/or engineering geologist, shall be required. Specifically,
geotechnical studies are required for developments proposed on siteswith any of the following geologically hazardous areas:
(a) Sensitive and protected slopes;(b) Medium, high, or very high landslide hazards;(c) High erosion hazards;(d) High seismic hazards;(e) Medium or high coal mine hazards.
The required studies shall address each geologic hazard anddemonstrate the following review criteria can be met:
(a) The proposal will not increase the threat of the geological hazard
to adjacent or abutting properties beyond pre-development conditions;and
(b) The proposal will not adversely impact other critical areas; and(c) The development can be safely accommodated on the site.
Surety - Bond Quantity Worksheet.pdf Markup Summary
Page Label: 2
Page Index: 2 update quantities based on civil plan redlines.
re-submit
2 (2)
Page Label: 2
Page Index: 2 C20002431
Page Label: 12
Page Index: 12 all water improvements are public. move these to
the left column and update quantities based on
civil plan redlines
12 (1)
Page Label: 13
Page Index: 13 update based on civil plan redlines
13 (1)
ve original wet stamp and signatur
update
quantities based
on civil plan
redlines.
re-submit
Project Owner:
Phone:
Address:
Addt'l Project Owner:
Phone:
Address:
Engineer Stamp
(all cost estimates must have origin
Project Location and Description Project Owner In
5th Place West
Seattle, WA 98115
2143702200
Lee Property Inves
##‐######(206) 816‐5042
2/10/2020
Prepared by:
FOR APPProject Phase 1
mark@plogengineering.com
Mark X. Plog
31976
Plog Engineering, PLLC
P.O. Box 412, Ravensdale, WA 98051
(206) 420‐7130
521 5th Pl, Renton, WA
1037 NE 65th St, U
Stevens Ave SW
########
Lots 13 & 14, Block 16, Earlington
C20002431
Existing Future PublicPrivate
Right‐of‐Way Improvements Improvements(D) (E)Unit Quant. Cost Quant. Cost Quant. Cost Quant. Cost
0 Each 1 2,000.00
0 LF
0 LF 95 5,320.00
0 LF0LF0LF
0 Each
0 Each 1 700.00
0 Each
0 Each0Each
0 Each 1 4,000.00
0 Each
0 Each
0 Each
0 Each0Each
0 Each
0 Each
BTOTAL:12,020.00
T BOND QUANTITY WORKSHEET
FOR WATER
Quantity Remaining
(Bond Reduction) (B)(C)
all waterimprovements arepublic. move these tothe left column and
update quantitiesbased on civil planredlines
cPrivate
s Improvements
update based on
civil plan
redlines