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CITY OF RENTON
LOT LINE
ADJUSTMENT
FILE NO. LUA-16-000025
LAND RECORD NO. LND-30-0392
DECLARATION
KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNER(S)
OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BOUNDARY LINE
ADJUSTMENT THEREOF PURSUANT TO RCW 58.17 .040 AND DECLARE THIS
ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT
SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE
WITH THE DESIRES OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET
OUR HANDS AND SEALS.
TUSCANY CONSTRUCTION, LLC
ROBERT P. WENZL, MANAGING MEMBER
BRAD BURNHAM
ANITA BURNHAM
I certify that I know or have satisfactory evidence that
signed this instrument and acknowledged it to be (his/her) free
and voluntary act for the uses and purposes mentioned In the
instrument.
Signature of
Notary Public
Dated
My appointment expires
State of Washington
County of
I certify that I know or have satisfactory evidence that
signed this instrument and acknowledged It to be (his/her) free
and voluntary act for the uses and purposes mentioned in the
instrument.
Signature of
Notary Public
Dated
My appointment expires
State of Washington
County of
I certify that I know or have satisfactory evidence that
signed this instrument and acknowledged it to be (his/her) free
and voluntary act for the uses and purposes mentioned in the
Instrument.
APPROVALS
Signature of
Notary Public
Dated
My appointment expires
State of Washington
County of
CITY OF RENTON
CITY OF RENTON ADMINISTRATOR,
DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT
APPROVED THIS __ _ DAY OF --------20 __
ADMINISTRATOR
KING COUNTY DEPARTMENT OF ASSESSMENTS
EXAMINED AND APPROVED THIS __ DAY OF _____ , 20_
KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR
RECORDER'S CERTIFICATE
PORTION OF SE 1/4, NE 1/4 SECTION 4, TWP. 23 N., RGE. 5 E., W.M. VOL./PAla!.:
COUNTY OF KING, STATE OF WASHINGTON
EXISTING LEGAL DESCRIPTIONS
EASEMENTS AFFECTING SUBJECT PROPERTY PER FIRST AMERICAN TITLE INSURANCE
COMPANY TITLE REPORT GUARANTEE NO. 5003353-2697623 DATED JULY 28, 2016.
PARCEL A:
LOT X, HONEY CREEK EAST, ACCORDING TO THE PLAT THEREOF, RECORDED IN
VOLUME 261 OF PLATS, PAGES 32 THROUGH 35, IN KING COUNTY, WASHINGTON.
PARCEL B:
BEGINNING 1020 FEET NORTH OF THE SOUTHEAST CORNER OF THE SOUTHEAST 1/4
OF THE NORTHEAST 1/.'.4 OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.;
THENCE NORTH 88'19 21" WEST, PARALLEL WITH THE SOUTH LINE OF SAID
SOUTHEAST 1/4, A DISTANCE OF 305 FEEr TO THE TRUE POINT OF BEGINNING;
THENCE CONTINUING NORTH 88'19'21" WEST, 95 FEET;
THENCE NORTH 01'56'19" EAST, PARALLEL WITH THE EAST LINE OF SAID SOUTHEAST
1/4, A DISTANCE OF 196 FEET, MORE OR LESS, TO THE NORTH LINE OF SAID
SOUTHEAST 1/4;
THENCE SOUTH 88'19'21" EAST 95 FEET;
THENCE SOUTH 01'56'19" WEST 196 FEET, MORE OR LESS, TO THE TRUE POINT OF
BEGINNING;
PARCEL 81:
A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS DESCRIBED AS FOLLOWS:
BEGINNING AT SAID POINT 1020 FEET NORTH OF THE SOUTHEAST CORNER OF THE
SOUTHEAST 1 / 4 OF THE NORTHEAS'T 1 / 4 OF SECTION 4;
THENCE NORTH 88'19'21" WEST, PARALLEL WITH THE SOUTH LINE OF SAID
SOUTHEAST 1 / 4, A DISTANCE OF 30 FEET TO THE WEST MARGIN OF 132ND AVENUE
SOUTHEAST RIGHT-OF-WAY AND THE TRUE POINT OF BEGINNING;
THENCE CONTINUING NORTH 88'19'21" WEST 275 FEET;
THENCE NORTH 01'56'19" EAST, PARALLEL WITH THE EAST LINE OF SAID SOUTHEAST
1 / 4, A DISTANCE OF 30 FEET;
THENCE SOUTH 88'19'21" EAST 275 FEET TO SAID WEST MARGIN OF 132ND AVENUE
SOUTHEAST;
THENCE SOUTH 01'56'19" WEST, ALONG SAID WEST MARGIN, 30 FEET TO THE TRUE
POINT OF BEGINNING.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
EASEMENT TABLE
EASEMENTS AFFECTING SUBJECT PROPERTY PER FIRST AMERICAN TITLE INSURANCE COt.lPANY
TITLE REPORT GUARANTEE NO. 5003353-2697623 DATED JULY 28, 2016.
ITEM NO. RECORDING NO.
7 2515267
8 8612031455
9412020474
9 7907090780
10 7907090782
11 19991209001432
12 9711120787
13 20031114000579
14 20080410000610
15 20090512000803
16 VOLUME 261 OF PLATS
PAGES 32-35
17 20121213001475
20130227002498
19 19990907000075
20 20010726001662
NOTE
PUGET SOUND POWER & LIGHT COMPANY EASEMENT
(NOT LOCATABLE)
TERMS AND PROVISIONS IN DOCUMENT
(NOT LOCATABLE)
SEWER EASEMENT
(NOT SHOWN -DOES NOT AFFECT SUBJECT PROPERTY)
SEWER EASEMENT
(SHOWN HEREON)
UTILITIES EASEMENT
(NOT SHOWN -DOES NOT AFFECT SUBJECT PROPERTY)
DECLARATION OF STORM DRAINAGE EASEMENT AND JOINT
MAINTENANCE AGREEMENT
(NOT SHOWN)
RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS
(NOT LOCATABLE)
QWEST EASEMENT
(SHOWN HEREON)
PUGET SOUND ENERGY EASEMENT
(NOT SHOWN -DOES NOT AFFECT SUBJECT PROPERTY)
COVENANTS, CONDITIONS, RESTRICTIONS, AND/OR EASEMENTS
(SHOWN HEREON)
COVENANTS, CONDITIONS, RESTRICTIONS, AND/OR EASEMENTS
MODIFICATION AND/OR AMENDMENT
(SHOWN HEREON)
SEWER LINE EASEMENT
(SHOWN HEREON)
TERMS AND PROVISIONS IN DOCUMENT
(SHOWN HEREON)
LAND SURVEYOR'S CERTIFICATE PREPARED BY:
DECLARATION OF COVENANT
THE OWNERS OF THE LAND EMBRACED WITHIN THIS LOT LINE ADJUSTMENT, IN RETURN FOR
THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANT AND
AGREE TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENT SHOWN ON THIS LOT
LINE ADJUSTMENT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY
SUBDIVISION THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS
LOT LINE ADJUSTMENT.
PRIVATE ACCESS AND UTILITIES
MAINTENANCE AGREEMENT
NEW PRIVATE EXCLUSIVE EASEMENT FOR ACCESS AND UTILITIES IS TO BE CREATED UPON
THE SALE OF LOTS SHOWN ON THIS LOT LINE ADJUSTMENT. THE OWNERS OF LOTS 1
AND 2 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND
RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT APPURTENANCES.
THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND
MAINTENANCE OF THE PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER
QUALITY AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT, PRIVATE SIGNAGE, AND
OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY
PROVIDERS. MAINTENACE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING
IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN
20 FEET.
L,J z
LOT ADDRESSES
LOT 1 3956 NE 24TH CT
LOT 2 3950 NE 24TH CT
VICINITY MAP
NOT TO SCALE
SITE
SE 101ST ST
L,J z
L,J
~
z
Q z
~
~
* l
~i------~~------+------NE 22ND PL
RECORDING NO.
PORTION OF:
SE 1/4, NE 1/4, SEC. 4, TWP. 23 N., RGE. 5 E., W.M.
Filed for record this __ day of _______ , 20__ This LOT LINE ADJUSTMENT correctly represents a survey
at __ M in book of at page(s) made by me or under my direction in conformance with
at the request of Rodney G. Hansen. state and county statutes in October, 2015.
Rodney G. Hansen 8/18/16
Mnnaaer Suot. of Records Certificate No. 21464 LATEST REVISION: 8/18/16
HANSEN SURVEYING
LAND SURVEYORS Ile CONSULTANTS
CITY OF RENTON
UNION AVENUE LOT LINE ADJUSTMENT
FILE NO. LUA-16-000025-LLA
LND-30-0392
DRAWN BY: RF DATE: 10-23-15 JOB NO.: 21515
17701108TH AVE SE, PMB 206, RENTON, WA., 980551--------+---------t-----------t
TEL: 425-235-8440 FAX: 425-235-0266 CHKD BY: RGH SCALE: 1" = 40' SHEET: 1 OF 2
"
•
CITY OF REN1 10N
LOT LINE
ADJUSTMENT
FILE NO. LUA-16-000025
LAND RECORD NO. LND-30-0392
16
FENCE
0.1' E
I
I
0
0
95.00'
15' SEWER
EASEMENT
(ITEM #19)
b
0
PORTION OF SE 1/4, NE 1/4 SECTION 4, TWP. 23 N., RGE. 5 E., W.M.
FENCE
0.1' N
8
COUNTY OF KING, STATE OF WASHINGTON
NE COR SEC 4-23-5
FOUND MON. IN CASE
(VISITED APRIL, 2015)
30'
3
I
I
30'
I~
c,i
0
I")
VU L. / .t-' Ali-.I:!,;
1" 40'
o' 40' 80'
l""\.Jl'il,,ii,Sj iiii ~
I LOT 1 ll)
Cl NE 24TH CT 8 ll)
OJ
l'i BASIS OF BEARINGS IS CITY OF RENTON NAD 83/91
CllY #1838 TO CllY #716 = S 01"33'53" W
11 12
---------------
5' COMMUNICATION
EASEMENT
REC. #7901180977
2
FOUND PLAT MON. IN CASE
0.08' SOUTH OF CALC. LINE
(VISITED JULY, 2015)
0
t"j
,~
14
w ,~
PARCEL B
PRIVATE ACCESS &
UTILITY EASEMENT
6' WOOD
;.,
,-
ll)
C1l ... 8
'---------io 'f>
FENCE ~ wl 8
13
10' SEWER
EASEMENT
(ITEM #10)
15' ESMT.
FENCE
0.7' S
1.3' E
3
... io
0 ..... zg
,-
I
LOT 2 ,I
,) FENCE
0.4' E
LOT LINE TO
BE REMOVED
I
s, / 0:,,-
/
1 'L....:
· ·-N 88·19•45• w :-195 •00 •
LO ci1 L _
I")
,-
ci
0 ...
/Qg 1.V
--,J __ _
'~-EL4 __ -
STORM SEWER & UTILITY
EASEMENT AGREEMENT
REC. #20160812000290
FENCE
1.3' N
EL1 N 88"19'45"
0
W 354.50'
4
1 O' PRIVATE STORM
DRAIN EASEMENT
REC. #20160812000292
NE 23RD PL
6' CHAIN
LINK FENCE FENCE
2.4' S
(N 88"20'57" W 619.97' -MON TOMO-N)--·--
(N 88"19•25• W 620.00'-P)
(N 88'19'45" W -CALC)
FENCE
0.9' S PRIVATE ACCESS &
UTILITY EASEMENT
6
---'c---
FOUND MON. IN CASE
CITY OF RENTON #1838
N: 190,002.382 FEET
E: 1,311,439.113 FEET
0.08' EAST OF SEC. LINE
(S 88'04'22" E 0.08'
SEC. LINE TO #1838)
1 O' PUBLIC
UTILITY ESM'T.
(ITEM #17)
12' QWEST ESM'T.
(ITEM #14)
7
0
t"j
I
ii
30'
~ z
I f g; t6 < 'f> ...
~ z
I
30'
0
I-! z
~
NE 24TH ST
1:
0
t"j
15.5' RIGHT OF WAY DEDICATION
REC. No. -------
AREA= 465 S.F. OR 0.01 Ac. +/-
FOUND PLAT
MON. IN CASE
0.14' NORTH
0.07' EAST
OF CALC. LOCATION
E 1/4 COR SEC 4-23-5
FOUND MON. IN CASE
(VISITED APRIL, 2015)
CURVE
C1
C2
LEGEND
tc = SECTION CORNER
I = QUARTER CORNER
~ = FOUND MON. IN CASE
0
• = FOUND PROP. COR. AS NOTED
= SET 1/2" I.R. W/CAP #21464
= EXISTING LOT LINE TO REMAIN
= LOT LINE TO BE REMOVED
= NEW LOT LINE
EQUIPMENT USED: 1" TOTAL STATION
FIELD TRAVERSE SURVEY METHOD:
SURVEY ACCURACY MEETS OR EXCEEDS
WAC 332-130-090.
ALL CONTROL MONUMENTS FIELD LOCATED
APRIL AND JULY, 2015.
IJNE TABLE
L1 S 01"55'38" W 74.09'
L2 N 88"50'29• w 5.00'
L3 S 01·40'15• W 10.00'
L4 N 88"19'45" W 10.00'
L5 -s 01'40'15" W 21.00'
CURVE TABLE
RADIUS DELTA ANGLE ARC LENGTH
25.00' 90'15'23• 39.38'
25.00' 90'00'00" 39.27'
EASEMENT IJNE TABLE
LINE BEARING DISTANCE
EL1 S 01"55'38" W 5.00'
EL2 N 88°19'45" W 10.00'
EL3 N 01'55'38" E 5.00'
EL4 N 88°19'45" W 58.89'
EL5 N 01•40'15• E 41.51'
EL6 N 46"55'38" E 36.26'
EL7 N 01•55'38" E 58.10'
EL8 S 88'19'10" E 26.43'
-,,,.....-....:S 88'19'45" E
S LINE NE 1/ 4 SEC 4-23-5
FOUND MON. IN CASE
CITY OF RENTON #716
N: 188,279.243 FEET
EXISTING LOT AREAS
TAX PARCEL 344890-0440-03
TAX PARCEL 042305-9325-03
TOTAL
11,100 S.F. OR 0.25 ACRES+/-
18,538 S.F. OR 0.43 ACRES +/-
29,638 S.F. OR 0.68 ACRES +/-
NEW LOT AREAS
LOT 1
LOT 2
RIGHT OF WAY DEDICATION
TOTAL
9,025 S.F. OR 0.21 ACRES +/-
20, 148 S.F. OR 0.46 ACRES +/-
465 S.F. OR 0.01 ACRES +/-
29,638 S.F. OR 0.68 ACRES +/-
8/18/16
LATEST REVISION: 8/18/16 ~--------------__..... __ _
PREPARED BY:
HANSEN SURVEYING
LAND SURVEYORS & CONSULTANTS
E: 1,311,392.046 FEET
(VISITED APRIL, 2015)
PORTION OF:
SE 1/4, NE 1/4, SEC. 4, TWP. 23 N., RGE. 5 E., W.M.
CITY OF RENTON
UNION AVENUE LOT LINE ADJUSTMENT
FILE NO. LUA-16-000025-LLA
LND-30-0392
DRAWN BY: RF DATE: 10-23-15 JOB NO.: 21515
17701 106TH AVE SE, PMB 206, RENTON, WA., 96055 ..---------1--------.....,----------1
TEL: 426-236-8440 FAX: 426-236-0266 CHKD BY: RGH SCALE: 1" = 40' SHEET: 2 OF 2
•
•
CITY OF l1ENTON LOT LINE
ADJUSTMENT
FILE NO. LUA-16-000025
LAND RECORD NO. LND-30-0392
16
FENCE
0.1' E
I
I
0
0
95.00'
--
15' SEWER
EASEMENT
(ITEM #19)
'b
0
PORTION OF SE 1/4, NE 1/4 SECTION 4, TWP. 23 N., RGE. 5 E., W.M.
FENCE
0.1' N
8
COUNTY OF' KING, STATE OF WASHINGTON
NE COR SEC 4-23-5
FOUND MON. IN CASE
(VISITED APRIL, 2015)
I
30'
I
30'
VU L. / .t' A\i J!j
1" 40'
O' 40' 80'
P-\iiie'liiil"I PHI
I in
Ol NE 24TH CT LOT 1 in
Ol 8 BASIS OF BEARINGS IS CITY OF RENTON NAO 83/91
CITY #1838 TO CITY #716 = S 01·33•53• W
11 12
5' COMMUNICATION
EASEMENT
REC. #7901180977
2
13
14
10' SEWER
EASEMENT
(ITEM #10)
15' c.SM r
FENCE _/
0 .7' S _.,.,--
,~
... LO
0 ...
zd 0
1. 3' E FENCE
1.1' N
3
PARCEL B
S 88'19'1 o• E
PRIVATE ACCESS &
UTILITY EASEMENT
6' WOOD
FENCE ~ WI
I
LOT 2 ,I
,) FENCE
0.4' E
LOT LJNE TO
BE REMOVED
I
'v'o / 0:,,-
/
'L....:
N 88"19'45" W :-195.00'
I.{)
FENCE / EL 3
1.3' N
FENCE
0.1' S
4
1 O' PRIVATE STORM
DRAIN EASEMENT
REC. #20160812000292
en
8
STORM SEWER & UTILITY
EASEMENT AGREEMENT
REC. #20160812000290
8
P A.RCE;L Bl PARCEL B1 -NON-EXCLUSIVE ESM'T FOR NE 24 TH CT INGRESS/EGRESS, ROAD AGREEMENT
(PRIVATE) (ITEM #20)
N 88'19'45" W .259.50'
EL1 N aa·~·w
6' CHAIN
LINK FENCE FENCE
2.4' S
354.50'
FENCE
0.9' S PRIVATE ACCESS &
UTILITY EASEMENT
6
FOUND MON. IN CASE
CITY OF RENTON #1838
N: 190,002.382 FEET
E: 1 ,311 ,439 .113 FEET
0.08' EAST OF SEC. LINE
(S 88'04'22" E 0.08'
SEC. LINE TO #1838)
PUBLIC WATER EASEMENT
REC. #20160818000169
1 O' PUBLIC
UTILITY ESM'T.
(ITEM #17)
12' QWEST ESM'T.
(ITEM #14)
7
30'
'b
0
ui
(0
~
NE 24TH ST ...,._ __ -£.,.._ __
30'
0
t':l
15.5' RIGHT OF WAY DEDICATION
REC. No. -------
AREA= 465 S.F. OR 0.01 Ac. +/-
CURVE
C1
C2
LEGEND
ta = SECTION CORNER
I = QUARTER CORNER
(ii, = FOUND MON. IN CASE
0 = FOUND PROP. COR. AS NOTED
O = SET 1/2" I.R. W/CAP #21464
= EXISTING LOT LINE TO REMAIN
= LOT LINE TO BE REMOVED
= NEW LOT LINE
EQUIPMENT USED:
SURVEY METHOD:
1" TOTAL STATION
FIELD TRAVERSE
SURVEY ACCURACY MEETS OR EXCEEDS
WAC 332-130-090.
ALL CONTROL MONUMENTS FIELD LOCATED
APRIL AND JULY, 2015.
LINE TABLE
L1 S 01"55'38" W 74.09'
L2 N aa·50•29• w 5.00'
L3 S 01"40'15" W 10.00'
L4 N 88·19•45• w 10.00'
L5 S 01·40•15· W 21.00'
CURVE TABLE
RADIUS DELTA ANGLE ARC LENGTH
25.00' 90·15'23" 39.38'
25.00' 90·00·00· 39.27'
EASEMENT LlNE TABLE -
LINE BEARING DISTANCE
EL1 S 01·55'35• W 5.00'
EL2 N 88'19'45" W 10.00'
EL3 N 01'55'38" E 5.00'
EL4 N 88"19'45" w 58.89'
EL5 N 01"40'15" E 41.51' ~--t----0
t':l NE 23RD PL
(N88"20'57" W 619.97' -MON TOMO-N),--------'c.,.._.. __
FOUND PLAT
MON. IN CASE
0.14' NORTH
0.07' EAST
EL6 N 46"55'38" E 36.26'
EL7 N 01"55'38" E 58.1 o·
EL8 S 88"19'1 O" E 26.43'
FOUND PLAT MON. IN CASE
0.08' SOUTH OF CALC. LINE
(VISITED JULY, 2015)
0
t') (N 88·19•25• w 620.oo'-P)
(N 88"19'45" W -CALC)
EXISTING LOT AREAS
TAX PARCEL 344890-0440-03
TAX PARCEL 042305-9325-03
TOTAL
11,100 S.F. OR 0.25 ACRES +/-
18,538 S.F. OR 0.43 ACRES +/-
29,638 S.F. OR 0.68 ACRES +/-
NEW LOT AREAS
LOT 1
LOT 2
RIGHT OF WAY DEDICATION
TOTAL
9,025 S.F. OR 0.21 ACRES +/-
20, 148 S.F. OR 0.46 ACRES + /-
465 S.F. OR 0.01 ACRES +/-
29,638 S.F. OR 0.68 ACRES +/-
0
t'j
_,,,___..:s 8a·19•45• E
S LINE NE1/4 SEC 4-23-5
PREPARED BY:
N 00"58'30" E
661.23'
HANSEN SURVEYING
LAND SURVEYORS & CONSULTANTS
8/18/16 17701 108TH AVE SE, PMB 208, RENTON, WA., 98055
8/18/16
TEL: 425-235-8440 FAX: 425-235-0266
LATEST REVISION:
OF CALC. LOCATION
E 1/4 COR SEC 4-23-5
FOUND MON. IN CASE
(VISITED APRIL, 2015)
FOUND MON. IN CASE
CITY OF RENTON #716
N: 188,279.243 FEET
E: 1,311,392.046 FEET
(VISITED APRIL, 2015)
PORTION OF:
SE 1/4, NE 1/4, SEC. 4, TWP. 23 N., RGE. 5 E., W.M.
CITY OF RENTON
UNION AVENUE LOT LlNE ADJUSTMENT
FILE NO. LUA-16-000025-LLA
L.~D-30-0392
DRAWN BY: RJi' DATE: 10-23-15 JOB NO.: 21515
CHKD BY: RGH SCALE: 1'' = 40' SHEET: 2 OF 2 j.
(0
0
N
~
0
0
0
I
(0
1-w w
et:
1---
U)
I
I-
~
N
w z
(0
L() o,
I";
PORTION OF THE SE 1/4, NE '1/4 SECTION 4, TWP. 23 N, RGE. 5 E., W.M.
,., ,· '
,--------------
I L
I
13" INV=449.00
LOT 1 ~
J
0 6" SIDE SEWER~
INSTALLATION PER COR • \
STD. PLAN 406.1 ·,--....,/ ,.,___,, '::::.. 1 '-]
1
CROONONFECDTRATION~
, , EX 8" INV=440.45
4" INV=453.40.~ J
L __ L_j/20 L~~ I<
P\10 @ 2.0% 61
TYPE 1CB~ .
PER COR STD. PLA~ 200.0 \:. ~ ·~
RIM-455.00 •.. --o \
INV=453.00 --\
--·---,--:,,\--· \~
I I I
FG=455.20
65 LF 6" PVC
SD @ 2.5%
. I I
I, r I =i i I ~ ~ i ~=-/II ))J I
l
SANITARY SEWER NOTES AND SPECIF/CATIONS
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY.
1. All work and work material shall be in conformance with the
standards and specifications of the City of Renton Planning/Building/Public
Works Department and the latest edition of the WSDOT / APWA Standards
and Specifications, as approved and modified by the City of Renton in the
Renton Standard Plans & Specifications. A set of approved plans shall be
kept on site at all times during construction.
2. The hours of work in the street right of way shall be per City
specifications on weekdays unless otherwise approved in writing by the
Planning/Building/Public Works Department. An approved traffic control
plan must be obtained prior to beginning any work within public right of
way.
3. All locations of existing utilities shown are approximate and it shall
be the contractor's responsibility to verify the true and correct location so
as to avoid damage or disturbance.
4. A pre-construction conference and a 24 hour notice shall be
required prior to starting new construction. It shall be the contractor's
responsibility to secure all necessary permits prior to starting construction.
(Inspection will be accomplished by a representative of the City of Renton.)
It shall be the contractor's responsibility to notify the Public Works
inspector 24 hours in advance of backfilling all construction.
5. Contractor is solely responsible for the means, methods and
sequences of construction and for the safety of workers and others
construction site.
on the
6. It shall be the responsibility of the contractor to obtain street use
and any other related permits prior to any construction.
7. Plans approved by the City of Renton, Public Works Department shall
take precedence over all other plans.
8. A copy of these approved plans must be on the job site whenever
construction is in progress. 6" INV=449.00~ ~ I ~ ~ I LOT 2 If-. -~Ii I 45' E BON
6" SIDE SEWER '". . i fl ~16 .. IN\/=~51 38 9. The contractor shall provide the City of Renton with an as-built
INSTALLATION PER COR .,'. L _ -i___ ii '. , __ u / I I · drawing of the sanitary sewer system, which has been stomped and signed
STD. PLAN 406.1 , I Ir' ,, / 3~5 5" ~f vc. by a licensed professional engineer or licensed professional surveyor.
EX 8" INV=440.06 ' '1 . r I -/ SD 2.0% __ _
10. Backfill shall be placed equally on both sides of the pipe in layers
with a loose average depth of 6 inches, maximum depth of 8 inches,
thoroughly lamping each layer to 95 percent of maximum density. These
compacted layers must extend for one pipe diameter on each side of the
pipe or to the side of the trench. Materials to complete the fill over pipe
shall be the same as described.
11. Open cut road crossings for utility trenches on existing traveled
roadway shall be backfilled with crushed rock and mechanically compacted
unless otherwise approved by
12. Datum for Vertical Control shall be North American Vertical Datum
1988 Meters, and for Horizontal Control shall be North American Datum
1983/1991 Meters unless otherwise approved by the City of Renton Public
Works Deportment. Reference benchmark and elevations are noted on the
plans.
13. All disturbed areas shall be seeded and mulched or otherwise
stabilized to the satisfaction of the Department for the prevention of
on-site erosion after the completion of construction.
14. All pipe and appurtenances shall be laid on a properly prepared
foundation in accordance with the standards and specifications of the City
of Renton Planning/Building/Public Works Department and the latest edition
of the WSDOT/APWA Standards and Specifications, as approved and
modified by the City of Renton in the Renton Standard Plans &
Specifications. This shall include necessary leveling of the trench bottom
or the top of the foundation material, as well as placement and
compaction of required bedding material, to uniform grade so that the
entire length of the pipe will be supported on a uniformly dense, unyielding
base. Pipe bedding shall be pea gravel 6 inches above and below the
pipe.
15. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed
ASTM D 3034, SDR 35, or ductile iron class 50, unless otherwise approved
by the Wastewater Utility
·16. In unimproved areas, manhole to extend m1n1murn 6 inches and
maximum 12 inches above finished grade or must have m1n1mum
2' diameter concrete ring poured at grade. In paved area, cover must
slope in all directions to match paving.
..• . .
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ;\RE
APPROXIMATE ONLY. IT SHALL BE THE CONTR,\CTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VEFHICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO
REPPESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
PESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1-800-424-5555
NE 24TH STREET' CONNECT TO ROOF DRAIN f ! ,, ,. / 4" PER. F PIPE :suBDRAIN~-
4" INV=450.80 / / / / ./'y-""LtJV=449.38 --------_
1 · · / / /19 LF 6" · --' ...
CATC~4~Aii'~ ;;~o! I 0· frv~ ~~,,~ I.:.:_' ·. ' I iJ TYPE 2 CB k<'. 30.0' PRIVATE WATER, STORM,
. CONTROL STRUCTURE I I & __ ---... 48",PI;/ p .. -.~.v .. R.·~. F .. IL. 1E~l \\> I ,.. , .. · . . , .. ·· , , I ' 1· ~:~~R4SJ~N25STRUCTURE #2 ·. , UTILITY AND ACCESS EASEMENT
RIM=454.s.o, I : ( w; 2 cARTR1Dc ~s: . ~~ , ·. ··.. 1Nv=449.88
INV=449.3.8 ·, ~ ·· 1( RIM""453,/j.5'1· ~. =f ,
6" INV=450.6~ \_J >?_.f~" INV=447.53 (OU:f'f ·-.... / ,,. . , ~· 6" EXTRUDED ~· . REPLACE CURB AOJACENT TO
20 0 20 40
horizontal scale feet
21 LF. 5 ,, PVC @ . J ort i " .. 1 5" INV=449 .. 23((11NN), ·· ___ . • ::' c> ' • · , · , f-\ , l. ASPHALT ~UR. B .· . ' . . . CATCHBASIN PER CITY OF RENTON
2.0% r y 1 , , ,_ ~ . '" A ~ 1_1 _ _ . ~. :_ J =~ TC=458 50::--< 1.[.~ ... , ,.·.,.·-. . / STANDARD PLAN 101.1 . , .. . , . r r 1 71 LF 6" Pvc ~1 -"...1/;/V;//V///,,////V//////)< ~///V///////////V///;///, ~ ;,_J I t · · · ·
PER COR STD.
. ~;so:1i;.,·-
···, ~------·---~i===== w D --w w -w--~°9--.~~.,.t!-~-w-L . cf.· ---~-------·· •
.
FG=452.90-
,, ,. .,
/. _, ~; ,-. ., .
'
ISOLATOR ROW
EMENT CONCRETE
TRANCE PER CITY OF
ND ARD PLAN 104.1
~ f TYPE 2 CB ' Z .
DIVERSION STRUCTURE #1 , " · · NOTES TYPE 1 CB
PLAN 200.00
RIM=452.00
INV=450.25
/ ' ·; ··/ .
I
REPLACE CURB ~ I
PER COR STD. I
. , , PLAN 101.1
CONNECT TO EX TYPE I CB-~·····..... [4 1\.)LF 12 ,, 1
-~ __i EX 12" INV=446.61 1c, d''E @ 1.2%
•. . . ... ... .. ,. '' ...... . . . ' . "
-~--so--=---==---~ -[]
Green Lake Engineering, LLC
6045 4th Ave. NE, Seattle, WA 98115
Phone: 206-525-5332
email: bob.kehrli@greenlakeengineering .corn
Contact : Bob Kehrli, PE
RIM=453.90 ·
INV=449.88 LMINIMUM FINISHED GRADE ELEVATION
ABOVE STORMTECH DETENTIOI\I
STRUCTURE= 453. 90 142 LF 8" CPE @ 0.3% 30.0'
/~10' PRIVATE
STORM DRAIN
EASEMENT
SLOPE VARIES,
2:1 MAX
w z
:=;
/'.=
11'. w
0..
0
11'.
0..
5.0' '20.0'
4" MIN. CLASS "B" ASPHALTIC CONCRETE
PAVEMENT-2-2" LIFTS REQUIRED
6"MIN. CRUSHED SURFACING TOP COURSE
CRUSHED SURFACING BASE COURSE TO BE
DETERMINED BY FIELD CONDITIONS
SECTION A-A
DRIVEWAY
SCALE: N.T.S.
2 PER CITY REVIEW COMMENTS RMK 2 15 16 RMK su':,'~'sEN SURVEYING
1--3"---l-'-P"'ER-'-'C~IT'-Y'-'-RC.CEC.CVC.CIEC.CW'--'CC=O=M=M=E~NC.CT~S---------+-~R=M=K~t-7~0_1~1_6-j--R~f=AK--I DESIGNED,
R. KEHRLI, P.E.
DRAWN:
R. KEHRLI, P.E.
CHECKED:
l---+--------------------+---+----t-----1 C. WILLIAMS, P.E.
NO. REVISION BY DATE APPR APPROVED:
w z
_J
/'.=
11'. w
0..
0
11'.
0..
EXTRUDED ASPHALT
CURB
CALL 811 BEFORE
SCALE:
SCALE
I ONE INCH I
!ATFULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVO 1988
HORIZONTAL: NAD 1983/1991 CITY OF
RENTON
Planning/Building/Public Works Dept.
YOU
1.
2.
3
4.
5.
ALL INDIVIDUAL FLOW CONTROL BM P's SHALL BE PRIVATELY
OWNED, MAINTAINED AND KEPT 11\1 GOOD REPAIR.
ALL UTILITIES SERVICING THE SITE SHALL BE UNDERGROUND.
PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION
BETWEEN UTILITIES IS LESS THAN 1 FOOT.
MAINTAIN A MINIMUM 7.0' HORIZONTAL SEPARATION
BETWEEN WATER UTILITIES AND STORM DRAINAGE UTILITIES.
MAINTAIN A MINIMUM 1.5' VERTICAL CLEARANCE BETWEEN
WATER UTILITIES AND STORM DRAINAGE UTILITIES.
·--··-·-·--~-!
RECOlvlMENDFD FOR APPROVAL I
BY:·-----· DATE: ____ _
BY: DATE: ____ _
BY: ____________ _ DATE: ____ _
DIG
BY: ___________ _ DATE: ____ _
WATER MAIN EXTENSION & STORM DRAIN
TUSCANY CONSTRUCTION, LLC
STORM DRAIN & SEWER PLAN
8/10/2016
FJELOEiOOK:
PAGE:
DRAWING NO:
3956 NE 24-~H STREET SHEET: 5 OF: 8
STORM
lO
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0
0
0
I
lO
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0:::
f-------
(J)
I
f-------
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N
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PORTION OF THE SE 1/4, NE 1/4 SECTION 4, TWP. 23 N, RGE. 5 E., W.M.
TYPE 2 CB, 54" DIA. FLOW\
CO[\ITROL STRUCTURE PER \
FRAME AND SOLID COVER MARKED
"DRAIN" WITH LOCKING BOLTS
FROM CHAMBER
12" INV=449.88
FROM UNDERDRAIN
4" INV=449.38
KCSWDM 5.3.4.A
4
-11
I
<J, ~1~~· I
~----_"_"! I ~ -~ <J__
12" FLOW CONTROL STANDPIPE
OVERFLOW EL=451.71
6'~MIN.I -r, c:====*
----INV=450. 71
ORIFICE=0.80" ELBOW~j-~
RESTRICTOR IC]
rfr-'-----H-+--INV=450.48 ~-11 j ORIFICE=1.00"
~I ,---
u Q () ... v 1~ TO PERK· FILTER _Jr," INV=449.38
rl· .. r' SHEAR GATE WITH CONTROL ROD FOR
-. . CLEAN OUT /DRAIN (ROD BENT AS
--t----;;==--REQUIRED FOR VERTICAL ALIGNMENT
2.0'
2.0'
WITH COVER) SEE KCRS DWG. 2-026
l PIPE SUPPORT (TYP.)
d---<!
-RESTRICTOR PLATE
W/ 0.772" ORIFICE
FLOW CONTROL STRUCTURE
REMOVABLE WATERTIGHT
COUPLING OR FLANGE
SCALE: N.T.S.
----,
i
L__ -~--
\ _-. L_ 1
1 6" MIN.
I_ 6,,
I MAX. -
PLATE WELDED TO
ELBOW WITH ORIFICE
AS SPECIFIED
ELBOW RESTRICTOR
SCALE: N.T.S.
~ co
'I"
I
~
' LL
11.
TOP SLAB .
INLET.
INLET /BYPAs~--·r
MODULE.
PERK FILTER '"~-..i~;,:J
CARTRIDGE.
BASE
SECTION.
BOLTED & CASKETED ACCESS
COVER/HATCH, STANDARD. ALTERNATE
COVERS & GRATED INLET OPTIONS
AVAILABLE.
RISER SECTION
AS REQUIRED.
UTLET.
Washington
GULD*
Notes:
1.
2.
3.
4.
Precast concrete structure shall be manufactured in accordance with ASTM Designation C478.
Filter system shall be supplied with traffic rated (H20) bolted & gasketed 036" circular access covers with risers as
required. Field poured concrete collar required, by others.
Inlet & outlet pipe(s) are to be 018.00" maximum. Inlet pipes must enter the structure in the inlet bay.
Inlet chamber shall be supplied with drain-down device designed to remove standing water between storm events.
5. Minimum separation between invert in & invert out is outlet pipe diameter plus 4.00".
6. For depths less than specified minimums contact Oldcastle® Stormwater Solutions for engineering assistance.
* Treatment Flow Rates shown conform to Washington State GULD Specifications
Media
Filtration
Perk Filter™
048.00" Manhole
Washington State GULD
One to Two Cartridges I Stacks
0 Oldcastle®
Stormwater Solutions
792·\ Soulhpark Plaza, Suite 200 I Littleton, CO 180120 I Ph· 800 579.8819 I oldcastleslormwater.com
THIS D0CU~1~Nr1S rHEP1'0~":lllYOF OLDCASILE PRE CAST, INC. IT !S SU~V.11 fEQ FOR REFERENCE PURPOSES ONLY AND SHALL NOJ'B':
~SEO IN ANYWAY lfi.lURIOUS TD THE lm'ERESTSOF SAID COMPANY. COPYRIGHT©2015 OLCCASTLEPRECAST, l,~C. AJ.LRIGrlT3FESEiWED
DRA'MNG NO. RE'.' E«l ECQ-0132 DAlE
PF-MH-48-WA NR ,CIA 4 ;21 ;15 rn 4/27 /15 CaEET 1 CF 2
SURVEl'ED: SCALE:
HANSEN SURVEYING
CALL
VERTICAL: NAVO 1988
HORIZONTAL: NAO 1983/1991
Green Lake Engineering, LLC
6045 4th Ave. NE, Seattle, WA 98115
Phone: 206-525-5332
1----f-----------------------t---t----t------j DESIGNED: R. KEHRLI, P.E.
SCALE
DRAWN:
R. KEHRLI, P.E. ONE INCH
~
' co
"t
I
~
' LL
CL
Media
Filtratior1
811
Washington
GULD*
INLET,
¢18.00" MAX.
PIPE SIZE.
SEE NOTE 3.
TOP SLAB & COVER NOT SHOW
IN THIS VIEW FOR CLARITY.
OUTLET,
¢18.00" MAX.
PIPE SIZE.
SEE NOTE 3.
BOLTED & CASKETED ACCESS
COVER/HATCH, STA~IDARD. ALTERNATE
COVERS & GRATED INLET OPTIONS
AVAILABLE.
FIELD POURED CONCRETE COLLAR --i~~===:5~~---------, ,··-'
REQUIRED, BY OTHERS. '.· ·'.'..}'.
SEE NOTE 2. --
INLET,
¢18.00" MAX.
PIPE SIZE.
SEE NOTE 3. -MINIMUM
DEPTH
¢4.00' [ 48.00"]
SECTION A-A
Minimum Depth
PIPE SIZE 06.00" 080D" 010.0D" 0·12.00· 015.00" 018.00"
MINIMUM r..,11NIMUM MINIMUl'vl MINIMUM MINIMUM MINIMUM CARTRIDGE DEPTH RIM DEPTH RIM DEPTH RIM DEPTH RIM DEPTH RIM DEPTH RIM
TYPE TO OUTLET ro OUTLET TO OUTLET TO OUTLET TO OUTLET TO OUTLET
·12" 3.67' [44.DO"J 3.92' [47.00''1 -4A-7'{5MQ"}--4A2'-[53.0Q"f-C--4£7'-[56.00"]. 4,92' [59.00"j-
-18"--4.42' [5:JJlO"j---4.61'[56.00"J--4,92'-l=I-~ti"-{62,00"J. 5.42'{65JJO"j--5,&7'-{63-00")-
1 :?---1--1Z'---5,t7'[62-QQ"}--5-AZ-[65.00".} -, . 5. e+'-j63-00"J--5.9:l'fl"-1.00")--6.-1+'[7-4.QQ"}---6-42'-[7-J"-QQ"}-
1 ...... """ 0 .61'-[6@.0Q"}-5.92'[7-+00"J-~MT [74.00") -6A2'-f nn• 0 • 0 1'-[3Q.OO"J---6-92'[33.00"}-·-
048.00" PERK FILTER MANHOLE
TREATMENT FLOW RATES. TOTAL FLOW CAPACITIES & MAXIMUM HEAD LOSS
CARTRIDGE STACK CONFIGURATION -CARTRIDGE 12" 1 B" 12" & ·12" 12"&18"
STACK fREATMENT TOTAL FLOW TF~EATMENT rOTAL FLOW TREATMENT TOTAL FLOW TREATMENT TOTAL FLOW
QUANTITY FLOW RATE CAPACITY FLOW RATE CAPACITY FLOW RA.TE CAPACITY FLOW RATE CAPACITY
(GPM I CFS) (CFS) (GPM I CFS) (CFS) (GPM / CFS) (CFS) (GPM I CFS) (CFS)
~-
' &&14. 0 'EJ,2/-(HJ'.':/-----.'.a..}-;0§----~14.83-0 -J n n,,..., 3.62--
2 13.6 I O.Q3 2.47 -;,()MQ.Q4!j ----3c--Q-Fj----,-,-.'"' G-:Q£ 3.46---"4+-IWJ'&--3-:62-
MAXIMUM
HEAD LOSS 1-7 FEET 2,3-FEl:el'---------2,9-FEE+------·-----3.5 FEE-l'---
Perk FilterTM Oldcastle®
Stormwater Solutions 048.00" Manhole
Washington State GULD
792·1 Southpark Plaza, Suite 200 I Littleton, CO 180120 I Ph: 800.579.8819 I oldcastlestormwater.com
THIS DOCUMENT ISThC: PROPERTY OF OLOc,,sTLE PREC/1-ST, INC. IT IS SVBMIITTO FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE
USED INArN WAY INJURIOUS TO HIE INTERESTS OF 3A1D COMPANY. COPYRIGHT ©20150LDCASTLE PRE CAST, INC. ALL RIGHTS RESERVED.
One to Two Cartridges I Stacks DRA'MNG NO. REV ECO EC0-0132 DATE
PF-MH-48-WA NR :s~ 4/27 /15 ISM 1/27 /lo SHEU 2 OF 2
BEFORE
CIT"( OF
RENTON
RECOMMENDED FOR APPROVAL
BY: __________ _ DATE:
BY: _____________ _ DATE: _____ _
BY: ____ _ DATE: _____ _
YOU DIG BY: DATE: _____ _
WATER MAIN EXTENSION & STORM DRAIN
TUSCANY CONSTRUCTION, LLC
8/10/2016
FIEWt:JOOK:
Pt.GE:
DRAWING NO: email: bob.kehrli@greenlakeengineering.com
Contact : Bob Kehrli, PE
CHECKED:
1----1----+----i C. WILLIAMS, P.E. AT FU LL SCALE
IF NOT ONE INCH
SCALE ACCDRDJMGLY
FLOW CONTROL & \i\lATER QUALITY DETAILS
3956 NE 24TH STREET Planning/Building/Public Works Dept.
NO. REVISION BY DATE APPR APPROVED: SHEEf: 6 OF: 8
STORM
lO
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0
0
0
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0::::
f-
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f-
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ACCEPTABLE Fill MATERIALS: S_T_ORMTECH SC-310 CHAMBER SYSTEMS
MA TERIAL LOCATION DESCRIPTION AASHTO MATERIAL
CLASSIFICATIONS _.____ ____
COMPACTION I DENSITY
REQUIREMENT
L: FILL MATERIAL FOR LAYER 'D' STARTS FINAL FIL
FROM TH E TOP OF THE 'C' LAYER TO THE BOTTOM
BLE PAVEMENT OR UNPAVED FINISHED D OF FLEXI
'GRADE A
MAY BE P
BOVE. NOTE THAT PAVEMENT SUBBASE
ART OF THE 'D' LAYF'R
C
B
LL: FILL MATERIAL FOR LAYER 'C' ;INITIAL Fl
STARTS F
STONE ('B
'TOP OF f
:sUBBASE
ROM rHE roP OF HIE EMBEDMENT
'LAYER) TO 13" (450 rnm) ABOVE THE
HE CHAMBER. NOTE THAT PAVEMENT
MAY BE A PART OF THE 'C' LAYER.
NT STONE: FILL SURROUNDING THE jEMBEDME
1CHAMBER
!LAYER) TO
S FROM THE FOUNDATIONS fONE ('A'
rHE 'C' LAYER ABOVE.
JON STONE: FILL BELOW CHAMBERS
E SUBGRADE UP TO THE FOOT (BOTIOM)
'1FOUNDAT
A FROM TH
_ IOFH~~? HAMBER
PLEASE NOTE:
ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER
ENGINEER'S PLANS. CHECK PL/\NS FOR PAVEMENT
SUElGRJ\DE REQUIREMENTS.
GRANULAR WELL-GRADED SOIUAGGREGATE MIXTURES, <35%
FINES OR PROCESSED AGGREGATE.
MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU
OF THIS LAYEK
CLEAN, CRUSHED. ANGULAR STONE, NOMINAL SIZE
DISTRIBUTION BET'NEEN 314-2 INCH (20-50 mrn)
--
CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE
DISTRIBUTION BETWEEN 314-2 l~JCH (20-50 rnrn)
N/A
MSHTO M1i15'
A-·1, A-2-4. A-3
OR
AASHTO M431
3. 357, 4. '161. 5, 56, 57, 6, 67, 68, 7, 78, 8,
U, 10
MSHTO M431
3, 31)7, 4,467, 5, 56, 57
MSHTOM431
3, 357, 4,467, 5, 56, 57
89.
PREPARE PER SITE DESIGN ENGINEER'S PLANS.
P~\VED INSTALLATIONS MAY H/\1/E STRINGENT
MATERI/\L ANO PREPARATION REQUIREMENTS,
BEGIN COMPACTIONS AFTER 12" (:.JOO nun) OF
/l,1ATERIAL OVER THE CHAMBERS IS REACHED.
COMPACT ADDITIONAL LAYERS IN 6" (150 mrn) MAX
LIFTS TO A MIN. 95% PROCTOR DENSITY FOR
WELL GRADED l1,1ATERIAL AND 95% RELATIVE
DENSITY FOR PROCESSED AGGREGATE
MATERIALS. ROLLER GROSS VEHICLE 'NEIGHT
NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC
FORCE NOT TO EXCEED 20,000 lbs (69 kN).
NO COMPACTION REQUIRED.
-l PLATE COMPACT OR ROLL TO ACHIEVE A FLAT
SURFACE. 2 '
1. rHE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR FOR EXAMPLE, A SPECIFICATION FOR tt4 STONE WOULD STATE: '"CLEAN, CRUSHED,
ANGULAR NO.,\ (AASHTO M43) STO~JE"
2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED ANO COMPACfED IN O" (150 rmn) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.
3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOK STANDARD DESIGN LOAD CONDITIONS. A FLAT SURFACE MAY BE ACHIEVED BY RAKING OK DRAGGING WlfHOUT COMPAGTION
EOUIPMEm. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS.
NOTES:
ADS GEOSYN fHETICS OOH NON-WOVEN GEO TEXTILE ALL AROUND
CLEAN CRUSHED, ANGULAR STONE IN A & B LAYERS
EXCAVATION WALL
(CAN BE SLOPED OR VERTICAL)
."\.-, '.''.. ("i
:j '\!,_ ·(S , . ' :~ ... ~ ·'
12" (300 mm) MIN SC-310
END CAP
, SUBGRADE SOILS l
(SEE NOTE 5)
6"
/
PAVEMENT LAYER (DESIGNED
BY SITE DESIGN ENGINEER)
•rn BOTTOM OFF .EXIG<.E PAVEi.ENT "CR "'~P!WED
INS r~.L'.A[IQ.'.$ WI IERO Rc'TTIIIG FRGri, '.'E~IC•_;;s MAY
ocr.uR. INCri[A3E CO'JER TO ~4· (C:JU rrn) . ·-___J_ 6" (150 J!llll)
16"
(405 mm)
____l_
(150 rnm} MIN ----34" (865 mrn)
6" (150 mm)
12" (300 mm) TYP
1. sc-310 CHJ\li,1BERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS", OR ASTM
F2022
·•s·1ANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
2. SC-310 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLA.STIC CORRUGATED 'NALL STORMWATER COLLECTION
C~IAMBERS"
3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS.
4. THE "SITE DESIGN ENGINEER" REFERS TO THE ENGINEER RESPONSIBLE FOR THE DESIGN AND LAYOUT OF THE STORMTECH CHAMBERS FOR THIS PROJECT.
5. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE D!::P rH OF FOUNDATION STONE WITH
coMSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.
6. PEil.i METER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS
7. ONCE LAYER 'C' IS PLA.CED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF
LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.
18"
(450 mm)
STORMTECH HIGHLY RECOMMENDS ~ SC-310 CHAMBER OPTJONAL INSPECTION PORT
FLEXSTORM PURE INSERTS IN ANY UPSTREAM "'
STRUCTURES WITH OPEN GRATES --..._,
20"
I
-SC"310 END CAP
24" SUMP DEPTH
I
I
CAfGH BASIN
OR
MANHOLE
~ 12" (300 mm) HOPE ACCESS PIPE REQUIRED
USE FAC fORY PRE-FABRICATED END CAP
PART I,: SC310EPE12B
T1NO LAYERS OF ADS GEOSYNTHETICS 315\NTK WOVEN
GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS
4' (1.2 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS
SC-310 ISOLATOR ROW DETAIL
NTS
INSPECTION & MAINTENANCE
STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT
A. INSPECTION PORTS (IF PRESENT)
A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN
A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED
A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG
A.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)
A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
8. ALL ISOLA.TOR ROWS
B. 1. REMOVE COi/ER FROM STRUCTURE AT UPSTREAM END OF ISOLJ\TOR ROW
B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE
i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY
ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTKY IF ENTERING MANHOLE
8.3. IF SEDIMENT IS AT, OR ABOVE, 3" (BO mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS
A. A FIXED CULVERT CLEANING NOZZL<C WITH REAR FACING SPREAD OF 45" (1.1 m) Ok MORE IS PREFERRED
8. APPLY MULTIPLE PASSES OF JETI/AC UNTIL BACKFLUSH WATER IS CLEAN
C. VACUU1',1 STRUCTURE SUMP /\S REQUIRED
STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.
STEP 4) INSPECT AND CLEAN BASINS /\ND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM
NOTE~
INSPeCT EVERY U MONTHS DURING THE FIRST YEAR OF OPERA.rlON. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS
oasrnVATIONS OF SEDIMENT ACCUMULATION AND HIGH WAfER ELEVATIONS.
2. COM DUCT JETIING AND VACTOR ING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.
PAVEMENT
CONCRETE SLAB
8" (200 111111) MIN THICKNESS
FLEXSTORM CATCH Ir
PART# {)21:.!NYFX
'NI rH USE OF OPEN GRATE
10" (250 mm) INSERT A TEE
P/\RT#10N12ST31 IP
INSERT/\ TEE TO BE CENTERED
ON CORRUGATION CREST
l r 18" ('150 mm) MIN WIDTH
(I CONCRETE COLLAR
_,.,--12" (300 mm) NYLOPLAST INLINE
Dr\AIN BODY W/SOLID HINGED
COVER OR GRATE
PARTU 2712AG10N
SOLID COVER: 1299CGC
GRATE. 1299CGS
sc.310 CHAMBER
SC-310 INSPECTION PORT DETAIL
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PORTION OF THE SE 1/4, NE 1/4 SECTION 4, TWP. 23 N, RGE. 5 E., W.tvl.
6"
48" DIA. TYPE 2
CATCH BASIN
(DIVERSION
SURVEYED:
SEE NOTES [
--<.J--<,--
ci
DIVERSION
STRUCTURE #1
48" DIA. TYPE 2 \
CATCH BASIN I
14
d
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12" OUTLET TO
INLET MAI\IIFOLD
48" DIA. TYPE 2 \
CATCH BASIN \
\
4"
CAST IN PLACE
WEIR WALL
WEIR WALL
i SEE NOTES
12" OUTLET TO
ISOLATOR ROW
=--,
I
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DIVERSION
STRUCTURE #2
NOTF:S
4
<J
1. PROVIDE REINFORCING, #4
REBAR @ 12" O.C. lf\l WEIR.
2. GROUT WEIR WALL TO
INSIDE OF CATCHB;\SIN.
TOP OF WEIR 450.88 _I_ q
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SCALE: N.T.S.
CALL 811 BEFORE
SCALE:
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ISOLATOR ROW
lf\lV=449.88
------------------------------------
RECOMMENDED FOR APPROVAL
BY: _______________ _ DATE: _____ _
BY: ______ ----------DATE: _____ _
BY: _____________ _ DATE: _____ _
BY: _____________ _ DATE: _____ _ DIG -----------··--·--~--,
HANSEN SURVEYING VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 8/10/2016
Green Lake Engineering, LLC
6045 4th Ave. NE, Seattle, WA 98115
Phone: 206-525-5332
1-----+----------------------------1------1------J------i DESIGNED:
R. KEHRLI, P.E.
SCALE CITY OF
RFNTON
STORM DRAIN
LLC
F1ELD800K:
DRAWN: PAGE:
R. KEHRLI, P.E. ONE INCH DRAWING NO: email: bob.kehrli@greenlakeen~1ineerin~J.com
Contact: Bob Kehrli, PE 1----+---------------------------+------L--------if--------J CHECKED: C. WILLIAMS, P.E. AT FUll SCALE
IF NOT OrE INC;i
SCAL£ ACCCIRDINGLY
Planning/Building/Public Works Dept.
WATER MAIN EXTENSION &
TUSCANY CONSTRUCTION,
STORMTECH DETAILS
3956 NE 24TH NO. REVISION BY DATE APPR APPROVED: STREET SHEET:
STORM
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PORTION OF -rHE SE 1/4, NE 1/4 SECTION 4, TWP. 23 N, RGE. 5 E., W.M.
ii
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I l
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I
'
6" INV=449.00~
I
I
6" SIDE SEWER~ L
INSTALLATION PER COR . L ·1 STD. PLAN 406.1 s,o----.::"'-' CO~JNECT TO
LOT 1
· ,EX 8" INV=440.45 ROOF DRAIN
I 4" INV=453.4D, -.
; .. ,
l_l ,----.-~, I ,f
c__J"
1 f20 LF 4"-I
PVC @ 2.0% '\ ;\
TYPE 1 CB~\ .,
PER COR STD. PLAN 200.0 ~ \
RIM=455.00 '·, D
INV=453.00 ·-·-··,
\ I
FG=455.20
65 LF 6" PVC
SD @ 2.5%
I-l-lr l ~1 le[ l~-il lJ
l
SANITARY SEWER NOTES AND SPECIFICATIONS
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY.
1. All work and work material shall be in conformance with the
standards and specifications of the City of Renton Planning/Building/Public
Works Department and the latest edition of the WSDOT/APWA Standards
and Specifications, as approved and modified by the City of Renton in the
Renton Standard Plans & Specifications. A set of approved plans shall be
kept on site at all times during construction.
2. The hours of work in the street right of way shall be per City
specifications on weekdays unless otherwise approved in writing by the
Planning/Building/Public Works Department. An approved traffic control
plan must be obtained prior to beginning any work within public right of
way.
3. All locations of existing utilities shown are approximate and it shall
be the contractor's responsibility to verify the true and correct location so
as to avoid damage or disturbance.
4. A pre-construction conference and a 24 hour notice shall be
required prior to starting new construction. It shall be the contractor's
responsibility to secure all necessary permits prior to starting construction.
(Inspection will be accomplished by a representative of the City of Renton.)
It shall be the contractor's responsibility to notify the Public Works
inspector 24 hours in advance of backfilling all construction.
5. Contractor is solely responsible for the means, methods and
sequences of construction crnd for the safety of workers and others
construction site.
on the
6. It shall be the responsibility of the contractor to obtain street use
and any other related permits prior to any construction.
7. Plans approved by the City of Renton, Public Works Department shall
take precedence over all other plans.
1 ~~~~, _ _Jr-I j
/ D'~,---J~(I f / 8. A copy of these approved plans must be on the job site whenever
6" INV=449.00~ / ~ ~-I construction is in progress.
6" SIDE SEWER~~ ·"" l LOT 2 f\"i;i-~/1
/ ~" ~· EYBON 9. The contractor shall provide the City of Renton with an as-built
INSTALLATION PER C·oR · ~. ,· iL , / 6 INJ=~51.38 ' drawing of the sanitary sewer system, which has been stamped and signed
STD. PLAN 406.1 f) --.;-1--,. ·· ''// ~ 5" vc by a licensed professional engineer or licensed professional surveyor.
EX 8" INV=440.06 . · c.r--->c
1
. -/ / ySD oy 2.0%.
10. Backfill shall be placed equally on both sides of the pipe in layers
with a loose average depth of 6 inches, maximum depth of 8 inches,
thoroughly tamping each layer to 95 percent of maximum density. These
compacted layers must extend for one pipe diameter on each side of the
pipe or to the side of the trench. Materials to complete the fill over pipe
shall be the same as described.
11. Open cut road crossings for utility trenches on existing traveled
roadway shall be backfilled with crushed rock and mechanically compacted
unless otherwise approved by
12. Datum for Vertical Control shall be North American Vertical Datum
1988 Meters, and for Horizontal Control shall be North American Datum
1983/1991 f~eters unless otherwise approved by the City of Renton Public
Works Department. Reference benchmark and elevations are noted on the
plans.
13. All disturbed areas shall be seeded and mulched or otherwise
stabilized to the satisfaction of the Department for the prevention of
on-site erosion after the completion of construction.
14. All pipe and appurtenances shall be laid on a properly prepared
foundation in accordance with the standards and specifications of the City
of Renton Planning/Building/Public Works Department and the latest edition
of the WSDOT / APWA Standards and Specifications, as approved and
modified by the City of Renton in the Renton Standard Plans &
Specifications. This shall include necessary leveling of the trench bottom
or the top of the foundation material, as well as placement and
compaction of required bedding material, to uniform grade so that the
entire length of the pipe will be supported on a uniformly dense, unyielding
base. Pipe bedding shall be pea gravel 6 inches above and below the
pipe.
15. Sanitary sewer pipe shall be
ASTM D 3034, SDR 35, or ductile
by the Wastewater Utility.
polyvinyl chloride (PVC) rubber gasketed
iron class 50, unless otherwise approved
·16. In unimproved areas, manhole to extend m1n1mum 6 inches and
maximum 12 inches above finished grade or must have m1n1mum
2' diameter concrete ring poured at grade. In paved area, cover must
slope in all directions to match paving.
:0
: .,
NOTE:
EXISTING UTILITY LOCATIO~IS SHOWN HEREO~I AFiE
APPROXIMATE ONLY. IT SHALL BE THE CONTR/\CTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERllCAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMME~ICING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION.
C/1LL BEFORE YOU DIG: 1-800-424-5555
CONNECT Ti. ~ii:4~~~~ f I · // / 4"/P ER~-:~10~~~~Aj~~---=-__ _ _ _ •·
2. f I /0 J{vdg LF 6" II~ ---,
c;~:~R
4
:~'.\1R~~ti~ I I I ~ . ~y;:v;: ~;;Fr~\ u} .. . ·. . . . : D fi~Rh~:,sTRUCTURE 11 v·· ······,.,·.8·······~ .. ·j~'i·T· y,p.?.~~Ttc~~1.E·t·E;~g~~in
.5.0 \ I ! 11.. .. .. I 2 GfRTRID(E~.J\ J . .·· .· .... · I. I INV=449.88
INV=449.~8 1 ~ J?. ~I RIM=453.45fN· 1' . . T TO
21 LF 6~:· ~~~=;5~.·~~ ,·. ! ? I r:, ;~" ~~.v~~;,7,;~~~~Vi Q ~. ' ~ / -~ ' ., .. . . ' ,·,. --~ . i. -" I n/r~·~l~Zf !{~D:Bso~ ... ·· / ·•· .. •s-.... ·£·.'.·.·.··~.J'f ... ·. ·.··.·.······.:······.· .. ··. i :> ... ~¢·I· ~~~~f N.~&EN:~~J.~E~F RENTON
20 40 0 20
horizontal scale feet
PER COR STD.
~.'-. 'y ·. , i / / L71 LF 6" PVC @ d;s% 1 l. · ////r////,'.,//// V//'.//////'///;, V/fiV///V/// V///,,V///V// ~ r~ 1 I . Till · .... '·. .... '
:, ,··. 1;·--1 J ~,} JJ 'ii 4f0Df.~ .\<,/1. ----3+00 v»-.'/V~//V/// //~/,'.,V////////,,V/////0////////,,V///,y//4!:'.'._j~-l 5 -A: :.ti,//'. . . . . . • . , . . . .
150 ;? L l 'f' ·~ ~. _f W .. 'i 'I' (o ~· • 'W 2+00 "-' l O , :, < :·iJ 1+00 •···· •
····-·-··-·--.. LFG=45225 ·· ·INV 5·':4"fg'_~---f·-~-~ -·-· -··-·-._.--· · ·-• .. _ .. -~--:_:~_.:.:-_ =----~·=·---1~1 = . -w-===-===~~~-=~ ~-~~ss.1p~I:dr"--~ ~kJ ·
TYPE 1 CB
PLAN 200.00
RIM=452.00
INV=450.25
N_'l,~~~~~2 / I ... ".' · ' '. .: .. .j --A -----·------····-... -·--· ---.. ---' 1 S,Sb' f.· fl~s . '"-20.0· WIDE CEMENT CONCRETE
1 ' ISOLATOR ROW FG=455 .9 o ,...,__ DEQICATION.· ~ .. ·. • <15.>> .. ·~ ... 51 DRIVE •. WAY ENTRANCE PEI~ CITY OF FG=452.90-
REPLACE CURB
PER COR STD.
•.•• , r , PLAN 1 01.1 ..... ',.,,
i / • • ; ),fy ~ RENTON STANDARD PLAN 104.1
! ~ I TYPE 2 CB Z
1 DIVERSION STRUCTURE #1
/ / RIM=453.90
, "' INV=449.88
142 LF 8" CPE @ 0.3%
-..J l-10' PRIVATE
~ STORM DRAIN
EASEMENT
I
I
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.
~ MINIMUM FINISHED GRADE ELEVATION
ABOVE STORMTECH DETENTION
STRUCTURE=453.90
SLOPE VARIES,
2: 1 MAX
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30.0'
20.0'
4" Ml~I. CLASS "B" ASPHALTIC CONCRETE
PAVEMENT-2-2" LIFTS REQUIRED
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NOTES
1 . ALL INDIVIDUAL FLOW CONTROL Blv1P's SHALL BE PRIVATELY
OWNED, MAII\JTAINED AND f<EPT IN GOOD REPAIR.
2. ALL UTILITIES SERVICl~JG THE SITE SHALL BE UNDERGROUND.
3. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION
BETWEEN UTILITIES IS LESS THAN 1 FOOT.
4. MAII\ITAIN A MINlfAUM 7.0' HORIZONTAL SEPARATION
BETWEEN WATER UTILITIES AND STORM DRAINAGE UTILITIES.
5. MAII\ITAIN A MINIMUM 1.5' VERTICAL CLEARANCE BETWEEN
WATER UTILITIES Af\lD STORM DRAINAGE UTILITIES.
RECOMMENDED FOR APPROVAL
BY: ___________ _ DATE: ____ _
.·· ,, . ' ' L I
CONNECT TO EX TYPE 1 CB:............. ·. . ( '---_J
... EX 12" INV=446.61 ~~ [!~~~--~
6"MIN. CRUSHED SURFACING TOP COURSE
CRUSHED SURFACING BASE COURSE TO BE
DETERMINED BY FIELD CONDITIONS BY: ___________ _ DATE: ____ _
Green Lake Engineering, LLC
6045 4th Ave. NE, Seattle, WA 98115
Phone: 206-525-5332
email: bob.kehrli@greenlakeengineering.com
Contact : Bob Kehrli, PE
SECTION A-A
DRIVEWAY
SCALE: N.T.S.
t\[tf~t~ 2 15 16 '""'mo
C: 01 ;1i;;ff}Y;:> 2 PER CITY REVIEW COMMENTS RMK RMK HANSEN SURVEYING
SCALE;
SCALE q , i,r,,J!\ \'( ,2 3 PER CITY REVIEW COMMENTS RMK 7 01 16 RMK DESIGNED
~/ :;; lt~J. '.; I~ •---+--------------------l---l----+---G=C"'R._K_E_H_RL_l,_P_.E_._-i--------1
rJ -v r":;--00\ Q: iJ DRAWN:
(\p <Mt,v,'l/~14') l---t--------------------t,---i---t----t--R'.::... KEHRLI, P.E.
{\~ ,?0 4808\ .. \l ~ S CHECKED: 0{s/f~?-11\,,-f.:,~S l---+--------------------+---1----+----I C. WILLIAMS, P.E.
V 0 0i!},'li1\\_ : ,0
V\fi.r,rJV NO. REVISION BY DATE APPR APPROVED,
ONE INCH
AT FULL SCAL£
IF NOT ONE INCH
SCALE ACCORDINGLY
CALL 811
VERTICAL: NAVO 1988
HORIZONTAL: NAO 1983/1991
BEFORE
CITY OF
RENTON
Planning/Building/Public Works Dept.
BY: ___________ _ DATE: ____ _
BY: DATE: ____ _
YOU DIG ~---------------. ------~
\/1/A TER ~~AIN EXTENSIOf\J & STORM DRAIN
TUSCANY CONSTRUCTIOf\J, LLC
STORM DRAIN & SEWER PLAN
3956 NE 24TH STREET
8/10/2015
FIELIJBOOK:
PAGE:
DRi\WINO NO:
5HEEf: 5 OF: 8
STORM
lO
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PORTION OF THE SE 1/4, NE 1/4 SECTION 4, TWP. 23 N, RGE. 5 E., W.M.
TYPE 2 CB, 54" DIA. FLOW -\ / FRAME AND SOLID COVER MARKED
CONTROL S fRUCTURE PER "DRAIN" WITH LOCKING BOLTS
KCSWDM 5.3.4.A
1,---~n:=::__crl
...
d --i ~ 11
<I
12" FLOW CONTROL STANDPIPE
OVERFLOW EL=451.71
" ~<l ;J I i/ I <l <I
-----6'~ -·
q:::=-==pi:j-
ELBOW .-
_ __-</ I
---INV=450.71
ORIFICE=0.80"
. L
1
lfJl--ti-,l--lNV=450.48
ORIFICE=1.00"
11 1-Ti .
1::1r\ ~_j__ --~ 1·--~ • j~ TO 1:iERK FILTER FROM CHAMBER
12" INV=449.88
<i 2.0'
l
I a INV=449.38
====::i:h I SHEAR GATE WITH CONTROL ROD FOR
CLEAN OUT /DRAIN (ROD BENT AS
REQUIRED FOR VERTICAL ALIGNMENT
WITH COVER) SEE KCRS DWG. 2-026
FROM UNDERDRAIN
4" INV=449.38 l
2.0'
Ii-. ---</ I
·--_____ '1 ______ </_~. ·----J
PIPE SUPPORT (TYP.)
RESTRICTOR PLATE
W/ 0.772" ORIFICE
FLOW CONTROL STRUCTURE
REMOVABLE WATERTIGHT
COUPLING OR FLANGE
SCALE: N.T.S.
PLATE WELDED TO
ELBOW WITH ORIFICE
AS SPECIFIED
2" MIN.
ELBOW RESTRICTOR
SCALE: N.T.S.
Green Lake Engineering, LLC
6045 4th Ave. NE, Seattle, WA 98115
Phone: 206-525-5332
email: bob.kehrli@greenlakeengineering.com
Contact : Bob Kehrli, PE
NO.
~ a:, ,.
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2
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TOP SLAB.--
INLET /BYP Asco--+,:,r-
MODULE.
PERK FILTER '"--....j:;,;y
CARTRIDGE.
BASE
sEc·noN.
CONCRETE~-....
F ALSE FLOOR.
BOLTED & GASKETED ACCESS
COVER/HATCH, STANDARD. ALTERNATE
COVERS & GRATED INLET OPTIONS
AVAILABLE.
·,·
.t=.
RISER SECTION
AS REQUIRED.
UTLET.
Washington
GULD*
Notes:
1.
2.
3.
Precast concrete structure shall be manufactured in accordance with ASTM Designation C478.
Filter system shall be supplied with traffic rated (H20) bolted & gasketed 036" circular access covers with risers as
required. Field poured concrete collar required, by others.
Inlet & outlet pipe(s) are to be 018.oo·· maximum. Inlet pipes must enter the structure in the inlet bay.
4. Inlet chamber shall be supplied with drain-down device designed to remove standing water between storm events.
5. Minimum separation between invert in & invert out is outlet pipe diameter plus 4.00".
6. For depths less than specified minimums contact Oldcastle® Storrnwater Solutions for engineering assistance.
* Treatment Flow Rates shown conform to Washington State GULD Specifications
Media
Filtratior1
Perk Filter™
048.00" Manhole
Washington State GULD
One to Two Cartridges I Stacks
0 Oldcastle®
Stormwater Solutions
7921 Soulhpark Plc1za, Suite 200 I Littleton, CO I 80120 I Ph: 800.579.8819 I oldcasllestornl'uater.com
TH.S D0CUM~~T ,S Ti-.E PROPERTYOf'OLDCASlcf PRE CAST, INC. IT IS SIJ~MI 11':0 FOR RE.J-EflENCE PURPOS~S ONLY NlD SHi\LLtlOI ~E
'JSED iN ANY WAY INJURIOUS TO THE INTEREST, Of SAID COMl'Atff_ COPYRIGHT© 2015 0lDGA5TLE PRECAf,'T, li'IC. ALL li.lGlfTS RESERVED
DRAWING NO. REV ECO [CQ-Q:32 D.&.lE
PF-MH-48-WA I\JR ISM L./27/'iS ISl,i 4/27/15 SHEU 1 OF?
SUR'IEYED: SCAI..E:
HANSEN SURVEYING
DESIGNED:
R. KEHRLI, P.E.
DRAWN:
R. KEHRLI, P.E.
SCALE
ONE INCH
CALL
VERTICAL; NAVD 1986
HORIZONTAL: NAO 1983/1991
~~--------------------------------------------------~
~
' OJ
1"
I
d:
' LL
D...
INLET,
018.00" MAX.
PIPE SIZE.
SEE NOTE 3.
TOP SLAB & COVER NOT SHOW
IN THIS VIEW FOR CLARITY.
A
J_
OUTLET,
018.00" MAX.
PIPE SIZE.
SEE NOTE 3.
/BOLTED & GASKETED ACCESS
( COVER/HATCH, STANDARD. ALTERNATE
COVERS & GRATED INLET OPTIONS
AVAILABLE.
Washington
GULD*
FIELD POURED CONCRETE COLLAR --C', . .t .. ~E===:f""'!if;_,~. ,-·-------,-
REQUIRED, s~f ~i)~~R~ . '-• >lJ:
INLET,
018.00" MAX.
PIPE SIZE.
SEE NOTE 3. -
DRAIN DOWN TUBE.-'°' -
:-,;, -
''.-'
"" -:,,
.33' [ 4.00"] _l
¢4.00' [ 48.00"] -
SECTION A-A
Minimum Depth
< "· ,.;'.:
.:.~
UTLET,
¢18.00" MAX.
PIPE SIZE.
SEE NOTE 3.
MINIMUM
DEPTH
PIPE SIZE 06.00" 08.00" 010.00" 012.00" 015.00" 018.00"
CARTRIDGE MINIMUM MINIMUM MINIMUM MJNIMUM MINIMUM MINIMUM
DEPTH RIM DEPTH RIM DEPTH RIM DEPTH RIM DEPTH RIM DEPTH RIM
TYPE TO OUTLET TO OUTLET TO OUTLET TO OUTLET TO OUTLET TO OUTLET
12" 3.67' [44.00"J :.JJ2' [4h00")--4.11"fs,WJO'.'.' ,1.,1', fa3.JJ '11 ' ' 6-.00q-' "" """
'"" '.''.l'-{~O"l-e-46,"£5&.00")-4.9'.1'[59,IJO"J. 5c17' [o:OCOO.'] ~42' l<i~O"l---!;,~
1~1-----· ,.,,. c:.~~ ~s.42· 1os.00",-5Ji-7'-[6&D0"J -5Jl'.l'f7.kOO'l-i-e-11"f74.(l0")-4.4'./'¥h!JO"J-
12"+18"-5,6-T [68,00"] ~92' [h1.,00:J--4-1 l"fµk()O"J--M'.l'f7.hOO"l-0
I ~3Q..OO'..'.}-f4\l~OO"J-
048.00" PERK FILTER MANHOLE
TREATMENT FLOW RATES, TOTAL FLOW CAPACITIES & MAXIMUM HEAD LOSS
CARTRIDGE STACK CONFIGURATION .
CARTRIDGE 12" 18" 12'&12" 12"&18"
STACK TREATMENT TOTAL FLOW TREATMEi'JT TOTAL FLOW TREATMENT TOTAL FLOW TREATMHJT TOTAL FLOW QUANTITY FLOW RATE CAPACITY FLOW RATE CAPACITY FLOW RATE CAPACITY FLOW RATE CAPACITY
(GPM / CFS} (CFS) (GP~JI .1 CFS) (CFS) (GPM I CFS) (CFS) (GPM I CFS) (CFS)
-+--§J',./ ihe45c 1-----2 . 47-------~1-0c2/ ih9-2'2-• •c 13'&/0.02-M§. -17 I lh03l t----3--ce-2-·-·
2 13.6 / 0.03 247 ·W.4-/ Gc8¥.>---a,as .-2-l-c2 /-0,06-·----%.45 --34 /.Elc075-t---3,&&--
MAXIMUM
HEAD LOSS 1.7 FEET . 2.3-i=::EET ,.,_,.,r.:~--_----------3-:-e-r
Perk Filter™ Oldcastle®
048.00" Manhole Stormwater Solutions
7921 Southpark Plaza, Suite 200 J Littleion, CO 180120 I Pt,: 800.579.88191 oldcast!estormwater.com
Washington State G ULD THISDOCUMENTISTl-iEPROPERr(OFOLDCASTLEPRECAST, INC. ITISSUBMITTEDFORREFERENCEPURPOSESONLY AND SHALL NOT6E
' UC/ED IN MlY 'llAY INJURIOUS TO THE 1/lfERESTS OF SAiD COMPANY. COPYFIIGHT©2015 OLDCASTLE PRECAST, 'NC. ALL RIGHTS RESERVED.
Med;a One to Two Cartridges/ Stacks DRA\'/INGND. REV ,co EC0-0132 DATE
~--F-Htc_at_;o_n ______________________ ~_P_F_-M_H_-4_8_-_W_A~_N_R~_IS.~ _4_('7/lci IS!A 1/27/15 SHEET 2 OF 2
811 BEFORF
CITY CJF
RENTON
·---------
RECOMMENDED FOR APPROVAL
BY: ___________ _ DATE:
BY: ______________ _ DATE: _____ _
BY: ___________ _ DATE: _____ _
YOlJ DIG
BY: _____________ _ DATE: _____ _
WATER MAIN EXTENSION & STORM DRAIN
TUSCANY CONSTF~UCTION, LLC
8/10/2016
FlaDBOOK:
PAGE;
DRAWING NO:
CHECKED;
C. WILLIAMS, P.E. AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
FLOW CONTROL & WATER QUALITY DETAILS
3956 NF 24TH STREET
Planning/Building/Public Works Dept.
REVISION BY DATE APPR APPROVED: SHEET: 6 OF: 8
STORM
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ACCEPTABLE Fill MATERIALS: STORMTECH SC-310 CHAMBER SYSTEMS
~--FINAL~::::1
:~~R~~:):l~~ER O' STARTS
D
FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM
OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED
GRI\DE ABOVE. NOTE THAT PAVEME~JT SUBBASE
DESCRIPTION
ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER
ENGINEER'S PU\NS. CHECK PLANS FOR PAVEMENT
SUBGRADE REQUIREMENTS.
AASI ITO MATERIAL
CLASSIFICATIONS
N/A
--j--COMPACTION/ DENSITY
REQUIREMENT
PREPARE PER SITE DESIGN ENGINEER'S PLANS.
PAVED INSTALLATIONS MAY HAVE STRINGENT
MA fERIAL AND PKEPARATION REQUIREMENTS.
MAY BE PART OF THE 'D' LAYE"-R'----------l---------------------+---------------+-====~==~=~==-
BEGIN COMP/\CTIONS AFrEH 12" (300 111rn) OF
MATERIAL OVER THE CHAMBERS IS REACHED.
GRANULAR WELL-GRADED SOIUAGGREGATE MIXTURES. <35% I
FINES OR PROCESSED AGGREGATE.
MSHTO M145'
A-1, A-£-4, A-3
C
INITIAL FILL: FILL MATERIAL FOK LAYER 'C"
STARTS FROM THE TOP 01" THE EMBEDMENT
STONE ('B' LAYER) TO '18" ('150 mm) ABOVE THE
fOP OF THC CHAMBER. NOTE THAT PAVEMENT
SUBB/\SE M/\Y BE/\ PART OF THE 'C' U\YER.
OR
COMPACT ADDITIONAL LAYERS IN fJ" (150 mm) M/\X
LIFTS TO A MIN. 95% PROCTOR DENSITY FOR
\NELL GRADED MATERIAL AND 95% RELATIVE
MOST PAVEMENT SU8BASE MATERIALS CAN BE USED IN LIEU
OF THIS U\YER
AASHTO M43'
3,357.4. 467. 5, 56, 57, 5, 67, 68, 7, 78, 8. 89,
9, 10
DENSITY FOR PROCESSED AGGREGATE
MATERIALS. ROLLER GROSS VEHICLE WEIGHT
NOT TO EXCEED 12,000 lbs (53 kN}. DYNAMIC
FORCE NOT TO EXCEED 20,000 lbs (89 kN}.
B
EMBEDMENT STONE: FILL SURROUNDING THE
CHAMBERS FROM THE FOUNDATION STONE ('A'
LAYER) TO THE 'C' LAYER ABOVE.
CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE
DISTRIBUTION BETWEEN 314-2 INCH (20-50 111m)
________ , ____ _
NO COMPACTION REQUIRED. MSHTO 11:143 1
3. 35i', '1, '16i', 5, 56, 57
FOUNDATION STONE: FILL BELOW CHAMBERS
A FROM THE SU8GRAOE UP TO THtc FOOT (BOTTOM)
OF THE CHAMBER
CLEAN, CRUSHED, /\~JGULAR STONE, NOMINAL SIZC:
DISTRIBUTION BETWEEN 314-2 INCH (20-50 111ml
MSHTO M43 1
::J. 357, 4, 467, 5, 56, 57
PLATE COMPACTOR ROLL TO ACHIEVE A FLAT
SURFACE.''
PLEASE NOTE:
1. THE LISTED MSHTO DESIGNATIONS ARE FOH GRADATIONS ONLY_ n-lE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED,
ANGUU\R NO. 4 (MSHTO M43) STONE".
2. STORMTECH corvlPACTION REQUIREMENTS AKE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND cm,1P/\CTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR
3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY CDr',11PACTION, FOR STANDARD DESIGN LOAD CONDITIONS,/\ FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION
EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACf STORMTECH FOR COMPACTION REQUIREMENTS.
PAVEMENT LAYER (DESIGNED
BY SITE DCSIGN ENGINEER)
EXCAVATION WALL
(CAN BE SLOPED OK VEH.TICAL}
16"
(405 mm)
I
') L 6" (1!:JO mm)
12" (300 mm} MIM ----~ -SC-310
END CAP
fj''
(150 mm) MIN --34"(865mm) -12" (300 nun) TYP
NOTES:
1. SC-310 CHAMBEHS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STA~JDARD SPECIFICATIOM FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMW/\TER COLLECTION CHAMBERS", OR ASTM
F£922
"'STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL ST0Rrv1WATER COLLECTION CHAMBERS"
2_ SC-310 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH A3TM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STOKMWATER COLLECTION
Cl !AMBERS".
3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVJDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS.
4. Tl IE "SITE DESIGN ENGINEER" REFERS TO THE ENGINEER RESPONSIBLE FOR THE DESIGN AND LAYOUT OF THE STORMTECH CHAMBERS FOR THIS PROJECT.
5. Tl IE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEAKING KESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH
CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.
6. Pl;RIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.
7. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENf SUBBASE SOILS CAN BE USED TO REPU\CE THE MATER.IAL REQUIREMENTS OF
LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.
COVER ENrlKE ISOLATOR ROW WITH ADS
GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE
5' (1.5 m) MIN WIDE I
18"
(450 mm)
STORMTECH HIGHLY RECOMMENDS
FLEXSTORM PURE INSERTS IN ANY UPSTREAM
STRUCTURES WITH OPEN GRATES
SC-310 CHAMBER \ OPTIONAL INSPECTION PORT
20"
-SC-310 END CAP
I----
24" SUMP DEPTH
CATCH BASIN
OR
MANHOLE
I \.._ 12" (300 mm) HOPE ACCESS PIPE REQUIRED
USE FACTORY PRE-FABRICATED END CAP
PART#: SC310EPE·12B
INSPECTION & MAINTENANCE
STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT
A. INSPECTION PORTS (IF PRESENT)
A.1. REMOVE/OPEN LID ON NYLOPLAST INLINC DRAIN
A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED
SC-310 ISOLATOR ROW DETAIL NTS
A."J. USl~JG A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG
A.4. LOWi::R A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)
A.5. IF SEDIMENT IS AT, OR ABOVE, "J" (80 rnrn) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
B ALL ISOLATOR ROWS
B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW
B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE
i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY
ii) FOLLOW OSHA REGUU\TIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE
B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
,_ TWO LAYERS OF ADS GEOSYNTHETICS 315WTKWOVEN
GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS
4' (1 2 rn) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS
PAVEMENT
18" (il50 mm) MIN WIDTH
STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS CONCRETE COLLAR
A A FIXED CULVER r CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR fl.·10RE IS PREFERRED
B APPLY MULTIPLE PASSES OF JED/AC UNTIL BACKFLUSH WATER IS CLEAN
C. VACUUM STRUCTURE SUMP AS REQUIRED
STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, ANO LIDS; RECORD OBSERVATIONS AND ACTIONS
STEP 4) INSPECT AND GLEAM BASINS AND MANHOLES UPSTREAM OF THE STOR/v1TECH SYSTEM
NOTES
1. INSPECT EVERY [i rv10NTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS
OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.
::! CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHO'NS THAT MAINTENANCE IS NECESSARY.
CONCRETE SLAB
8" (200 mm) MIN THICKNESS
FLEXSTORM CATCH IT
PART# 6212NYFX
WITH USE OF OPEN GRATE
10" (250 mm} INSERTA TEE
PART1l'10N12ST31 IP
INSERfA TEE TO BE CENTERED
ON CORRUGATION CREST
..------12" (300 mm} NYLOPU\ST JNLINE
--DRAIN BODY WISOLID HINGED
COVER OR GRATE
PART# 2712AG10N
SOLID COVER: 1299CGC
GRJ\TE: 129~CGS
.....__ 10" (250 mm) ADS N-12
HOPE PIPE
· SC-310 CHAMBER
SC-310 INSPECTION PORT DETAIL
NTS
Green Lake Engineering, LLC
6045 4th Ave. NE, Seattle, WA 98115
Phone: 206-525-5332
email: bob.kehrli@greenlakeengineering.com
Contact : Bob Kehrli, PE
NO. REVISION
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PORTION OF THE SE 1/4, NE 1/4 SECTION 4, TWP. 23 N, RGE. 5 E., W.M.
6"
BY
12" OUTLET TO
INLET MANIFOLD
48" DIA. TYPE 2
CATCH BASIN
___ y----
-~----l----------i --..
! .{j '"':z,..,.._,,
,---------1--------------------;'.J__ -....,~
INICT-\---/-_
f', -------1-
1,'1 I i' -----, ____ /
I \ I ,
I '
\ \ I \
4 WEIR WALL
SEE
CAST IN PLACE
WEIR WALL
\\
~-..... -. ___ _
-..... ,............... --
------~--
DIVERSION
STRUCTURE #1
4
<]
TOP
<I
<I
/---
ri
\L
6" INLET, INV=449.88 4
(DIVERSION STRUCTURE #1 ONLY) <l ,j
<]
"
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<L__
STORMTECH
OF
<l
<I
48" DIA. TYPE
CATCH
2
BASIN
\\-----\---~
\ \ --0
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12" OUTLET TO ~---1
ISOLATOR ROW
J ------------
" k:l________<,~--~----,
~---."'
WEIR 450.88
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CAST IN PLACE
WEIR WALL
WEIR WALL
SEE NOTES
_l
<l
DIVERSION
STRUCTURE #2.
NOTES
<!
<!
1. PROVIDE REINFORCING, #4
REBAR @ 12" O.C. IN WEIR.
2. GROUT WEIR WALL TO
INSIDE OF CATCHBASl~I.
-----
0
~-_j
~-12" OUTLET TO
ISOLATOR ROW
INV=449.88
<I RECOMMENDED FOR APPROVAL
BY: ___________ _ DATE: _____ _
DIVERSION STR lJ CTlJ RES BY: ___________ _ DATE: ____ _
SCALE: N.T.S.
BY: ___________ _ DATE; ____ _
CALL 811 BEFORE YOU DIG
BY: ____ _ DATE:------
SURVEYED:
HANSEN SURVEYING
DESIGNED:
R. KEHRLI, P.E.
DRAWN:
R. KEHRLI, P.E.
CHSCKED:
C. WILLIAMS, P.E.
DATE APPR APPROVED:
SCALE:
SCALE
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVO 1988
HORIZONTAL: NAO 1983/1991 CITY OF
RENTON
Planning/Building/Public Works Dept.
DRAIN
LLC
WATER MAIN EXTENSIOl'I & STORM
TUSCANY CONSTRUCTION,
STORMTECH DETAILS
3956 NE 24TH STREET
8/10/2016
FlEl.DBOOK:
PAGE:
DRAWING NO:
SHEET:
STORM
..
..
..
"
"
CITY OF RENTON
LOT LINE
ADJUSTMENT
FILE NO. LUA-16-000025
LAND RECORD NO. LND-30-0392
DECLARATION
KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNER(S)
OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BOUNDARY LINE
ADJUSTMENT THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE THIS
ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT
SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE
WITH THE DESIRES OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET
OUR HANDS AND SEALS.
TUSCANY CONSTRUCTION, LLC
ROBERT P. WENZL, MANAGING MEMBER
BRAD BURNHAM
ANITA BURNHAM
I certify that I know or have satisfactory evidence that
signed this instrument and acknowledged it to be (his/her) free
and voluntary act for the uses and purposes mentioned in the
instrument.
Signature of
Notary Public
Dated
My appointment expires
State of Washington
County of
I certify that I know or have satisfactory evidence that
signed this instrument and acknowledged tt to be (his/her) free
and voluntary act for the uses and purposes mentioned in the
instrument.
Signature of
Notary Public
Dated
My appointment expires
State of Washington
County of
I certify that I know or have satisfactory evidence that
signed this instrument and acknowledged it to be {his/her) free
and voluntary act for the uses and purposes mentioned in the
instrument.
APPROVALS
Signature of
Notary Public
Dated
My appointment expires
State of Washington
County of
CITY OF RENTON
CITY OF RENTON ADMINISTRATOR,
DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT
APPROVED THIS __ _ DAY OF --------• 20_
ADMINISTRATOR
KING COUNTY DEPARTMENT OF ASSESSMENTS
EXAMINED AND APPROVED THIS __ DAY OF _____ , 20_
KING COUNlY ASSESSOR DEPUlY KING COUNlY ASSESSOR
RECORDER'S CERTIFICATE
PORTION OF SE 1/4, NE 1/4 SECTION 4, TWP. 23 N., RGE. 5 E., W.M. VOL./PAGE
COUNTY OF KING, STATE OF WASHINGTON
EXISTING LEG AL DESCRIPTIONS -----------,
EASEMENTS AFFECTING SUBJECT PROPERTY PER FIRST AMERICAN TITLE INSURANCE
COMPANY TITLE REPORT GUARANTEE NO. 5003353-2697623 DATED JULY 28, 2016.
PARCEL A:
LOT X, HONEY CREEK EAST, ACCORDING TO THE PLAT THEREOF, RECORDED IN
VOLUME 261 OF PLATS, PAGES 32 THROUGH 35, IN KING COUNTY, WASHINGTOf\l.
PARCEL B:
BEGINNING 1020 FEEf NORTH OF THE SOUTHEAST CORNER OF THE SOUTHEAST 1/4
OF THE NORTHEAST 1/.'.4 OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.;
THENCE NORTH 88'19 21 • WEST, PARALLEL WITH THE SOUTH LINE OF SAID
SOUTHEAST 1/4, A DISTANCE OF 305 FEEf TO THE TRUE POINT OF BEGINNING;
THENCE CONTINUING NORTH 88"19'21• WEST, 95 FEET;
THENCE NORTH 01•55•19• EAST, PARALLEL WITH THE EAST LINE OF SAID SOUTHEAST
1 / 4, A DISTANCE OF 196 FEEf, MORE OR LESS, TO THE NORTH LINE OF SAID
SOUTHEAST 1/4;
THENCE SOUTH 88°19 1 21" EAST 95 FEET;
THENCE SOUTH 01°56'19" WEST 196 FEET, MORE OR LESS, TO THE TRUE POINT OF
BEGINNING;
PARCEL 81:
A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS DESCRIBED AS FOLLOWS:
BEGINNING AT SAID POINT 1020 FEET NORTH OF THE SOUTHEAST CORNER OF THE
SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTlml 4;
THENCE NORTH 88"19'21 • WEST, PARALLEL WITH THE SOUTH LINE OF SAID
SOUTHEAST 1/4, A DISTANCE OF 30 FEEf TO THE WEST MARGIN OF 132ND AVENUE
SOUTHEAST RIGHT-OF-WAY AND THE TRUE POINT OF BEGINNING;
THENCE CONTINUING NORTH 88"19'21• WEST 275 FEET;
THENCE NORTH 01"56 1 19• EAST, PARALLEL WITH THE EAST LINE OF SAID SOUTHEAST
1 / 4, A DISTANCE OF 30 FEET;
THENCE SOUTH 88°19'21" EAST 275 FEET TO SAID WEST MARGIN OF 132ND AVENUE
SOUTHEAST;
THENCE SOUTH 01°56'19" WEST, ALONG SAID WEST MARGIN, 30 FEEf TO THE TRUE
POINT OF BEGINNING.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
EASEMENT TABLE
EASEMENTS AFFECTING SUBJECT PROPERTY PER FIRST AMERICAN TITLE INSURANCE COMPANY
TITLE REPORT GUARANTEE NO. 5003353-2697623 DATED JULY 28, 2016.
ITEM NO; RECORDING NO.-
7 2515267
8 8612031455
9412020474
9 7907090780
10 7907090782
11 19991209001432
12 9711120787
13 20031114000579
14 20080410000610
15 20090512000803
16 VOLUME 261 OF PLATS
PAGES 32-35
17 20121213001475
20130227002498
19 19990907000075
20 20010726001662
------------
PUGET SOUND POWER & LIGHT COMPANY EASEMENT
(NOT LOCATABLE)
TERMS AND PROVISIONS IN DOCUMENT
(NOT LOCATABLE)
SEWER EASEMENT
{NOT SHOWN -DOES NOT AFFECT SUBJECT PROPERTY)
SEWER EASEMENT
(SHOWN HEREON)
UTILITIES EASEMENT
(NOT SHOWN -DOES NOT AFFECT SUBJECT PROPERTY)
DECLARATION OF STORM DRAINAGE EASEMENT AND JOINT
MAINTENANCE AGREEMENT
{NOT SHOWN)
RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS
(NOT LOCATABLE)
QWEST EASEMENT
(SHOWN HEREON)
PUGET SOUND ENERGY EASEMENT
{NOT SHOWN -DOES NOT AFFECT SUBJECT PROPERTY)
COVENANTS, CONDITIONS, RESTRICTIONS, AND/OR EASEMENTS
(SHOWN HEREON)
COVENANTS, CONDITIONS, RESTRICTIONS, AND/OR EASEMENTS
MODIFICATION AND/OH AMENDMENT
(SHOWN HEREON)
SEVIER LINE EASEMENT
{SHOWN HEREON)
TERMS AND PROVISIONS IN DOCUMENT
(SHOWN HEREON)
LAND SURVEYOR'S CERTIFICATE PREPARED BY:
DECLARATION OF COVENANT
THE OWNERS OF THE LAND EMBRACED WITHIN THIS LOT LINE ADJUSTMENT, IN REfURN FOR
THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANT AND
AGREE TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENT SHOWN ON THIS LOT
LINE ADJUSTMENT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY
SUBDIVISION THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS
LOT LINE ADJUSTMENT.
PRIVATE ACCESS AND UTILITIES
MAINTENANCE AGREEMENT
NEW PRIVATE EXCLUSIVE EASEMENT FOR ACCESS AND UTILITIES IS TO BE CREATED UPON
THE SALE OF LOTS SHOWN ON THIS LOT LINE ADJUSTMENT. THE OWNERS OF LOTS 1
AND 2 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND
RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT APPURTENANCES.
THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND
MAINTENANCE OF THE PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER
QUALITY AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT, PRIVATE SIGNAGE, AND
OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY
PROVIDERS. MAINTENACE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING
IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN
20 FEEf.
w z
w
LOT ADDRESSES
LOT 1 3956 NE 24TH CT
LOT 2 3950 NE 24TH CT
VICINITY MAP
NOT TO SCALE
SITE
SE 101ST ST
w z
w ~
z
0 z
::>
~------'--------+-----z w w ::::> a
PORTION OF:
NE 22ND PL
RECORDING NO.
SE 1/4, NE 1/4, SEC. 4, TWP. 23 N., RGE. 5 E., W.M.
Filed for record this __ day of -------• 20__ This LOT LINE ADJUSTMENT correctly represents a survey
at M in book __ _ of ___ _ at page(s) made by me or under my direction in conformance with
at the request of Rodney G. Hc1nsen.
Manaqer Supt. of Records
state and county statutes in October, 2015.
Rodney G. Hansen
Certificate No. 21464
HANSEN SURVEYING
LAND SURVEYORS & CONSULTANTS
8/18/16 17701 108TH AVE SE, PMB 208, RENTON, WA., 98055
LATEST REVISION: 8/18/16
TEL: 425-235-8440 FAX: 425-235-0266
CITY OF RENTON
UNION AVENUE LOT LINE ADJUSTMENT
FILE NO. LUA-16-000025-LLA
LND-30-0392
DRAWN BY: RF DATE: 10-23-15 JOB NO.: 21515
CHKD BY: RGH SCALE: 1" = 40' SHEET: 1 OF 2
\.
....
CITY OF RENTON
Lorr LINE
ADJUSTMENT
F'JLE NO. TJJA_--XX-XXX~[.J...,J\
LAND RECORD NO. LND-XX-XXXX
DECLARATION
KNOW ALL MEN BY THESE PRESENTS THAT WE THE
UNDERSIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED
DO HEREBY MAKE A BOUNDARY LINE ADJUSTMENT
THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE
THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION
OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE
WITH THE FREE CONSENT AND IN ACCORDANCE WITH
THE DESIRES OF THE OWNER(S). IN WITNESS WHEREOF WE
HAVE SET OUR HANDS AND SEALS.
Name Name
Name Name
I certify that l know or have satisfactory evidence that
signed this Instrument and acknowledged It to be (his/her) free
and voluntary act for the uses and purposes mentioned in the
instrument.
Signature of
Notary Public
Doted
My appointment expires
State of Washington
County of
I certlfy ~hat L know or have satisfactory evidence that
signed this instrument and acknowledged it to be (his/her) free
and voluntary act for the uses and purposes mentioned in the
instrument.
APPROVALS
Signature of
Notary Public
Doted
My appointment expires
State of Washington
County of
CITY OF RENTON
------------------------------------DEPARTMENT OF PLANNING/BUILDING/PUBLIC WORKS
APPROVED THIS __ _ DAY OF-------• 20_
ADMINISTRATOR
KING COUNTY DEPARTMENT OF ASSESSMENTS
EXAMINED AND APPROVED THIS __ DAY OF -----• 20_.
KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR
RECORDING NO.
RECORDER'S CERTIFICATE
Filed for record this __ day of _______ , 20 __
at __ M in book ____ of ___ _ at page(s) __ _
at the request of Rodney G. Hansen.
Manager Supt. of Records
PORTION OF SE 1/ 4, NE 1/ 4 SECTION 4, TWP. 23 N., RGE. 5 E., W.M. VOL./PAGE
COUNTY OF' KING, STATE OF WASHINGTON
EXISTING LEGAL DESCRIPTIONS
TAX PARCEL 344890-D440-03
LOT X, HONEY CREEK EAST, ACCORDING TO THE PLAT THEREOF, RECORDED IN
VOLUME 261 OF PLATS, PAGES 32 THROUGH 35, IN KING COUNTY, WASHINGTON.
ADDRESS: 24XX UNION AVE NE. RENTON. WA 98059
TAX PARCEL D42305-9325-03
PARCEL A:
BEGINNING 1020 FEET NORTH OF THE SOUTHEAST CORNER DF THE SOUTHEAST 1 / 4
OF THE NORHEAST 1/4 OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.;
THENCE NORTH 88"19'21• WEST, PARALLEL WITH THE SOUTH LINE OF SAID
SOUTHEAST 1/4, A DISTANCE OF 305 FEET TO THE TRUE POINT OF BEGINNING;
THENCE CONTINUING NORTH 8!f19'21" WEST, 95 FEET;
THENCE NORTH D1'56"19" EAST, PARALLEL WITH THE EAST LINE OF SAID SOUTHEAST
1/4, A DISTANCE OF 196 FEET. MORE OR LESS, TO THE NORTH LINE OF SAID
SOUTHEAST 1 / 4;
THENCE SOUTH 88°19'21• EAST 95 FEET;
THENCE SOUTH 01"56'19" WEST 196 FEET, MORE OR LESS, TO THE TRUE POINT OF
BEGINNING;
PARCEL B:
A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS DESCRIBED />S FOLLOWS:
BEGINNING AT SAID POINT 1020 FEET NORTH OF THE SOUTHEAST CORNER OF THE
SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 4;
THENCE NORTH 88•19'21· WEST, PARALLEL WITH THE SOUTH LINE OF SAID
SOUTHEAST 1/4, A DISTANCE OF 30 FEET TO THE WEST MARGIN OF 132ND AVENUE
SOUTHEAST RIGHT-OF-WAY AND THE TRUE POINT OF BEGINNING;
THENCE CONTINUING NORTH 88·19'21 • WEST 275 FEET;
THENCE NORTH 01'56'19• EAST, PARALLEL WITH THE EAST LINE OF SAID SOUTHEAST
1/4, A DISTANCE OF 30 FEET;
THENCE SOUTH 88"19'21" EAST 275 FEET TO SAID WEST MARGIN OF 132ND AVENUE
SOUTHEAST;
THENCE SOUTH 01"56'19• WEST, ALONG SAID WEST MARGIN, 30 FEET TO THE TRUE
POINT OF BEGINNING.
SITUATE IN THE COUNTY OF KING, SATE OF WASHINGTON.
ADDRESS: 24XX UNION AVE NE, RENTON, WA 98059
EASEMENT TABLE A
(TAX PARCEL 344890-0440-03)
EASEMENTS AFFECTING SUBJECT PROPERTY PER FIRST AMERICAN TITLE INSURANCE COMPANY
TITLE REPORT COMMINTMENT NO. 4243-2423883 DATED APRIL 1, 2015.
ITEM NO. RECORDING NO. NOTE
7 2515267 PUGET SOUND POWER & LIGHT COMPANY EASEMENT
(NOT LOCATABLE)
8 7907090780 SEWER EASEMENT
(NOT SHOWN -DOES NOT AFFECT SUBJECT PROPERTY)
9 7907090782 SEWER EASEMENT
(SHOWN HEREON)
1D 8612031455 TERMS AND PROVISIONS IN DOCUMENT
(NOT LOCATABLE)
11 9412020474 TERMS AND PROVISIONS IN DOCUMENT
(NOT LOCATABLE)
12 9711120787 DECLARATION DF STORM DRAINAGE EASEMENT AND JOINT
MAINTENANCE AGREEMENT
(NOT SHOWN)
13 19991209001432 UTILITIES EASEMENT
(NOT SHOWN -DOES NOT AFFECT SUBJECT PROPERTY)
14 20031114000579 RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS
(NOT LOCATABLE)
15 20050627000165 TERMS AND PROVISIONS IN DOCUMENT
(NOT LOCATABLE)
16 20080410000610 QWEST EASEMENT
(SHOWN HEREON)
17 20090512000803 PUGEST SOUND ENERGY EASEMENT
(NOT SHOWN -DOES NOT AFFECT SUBJECT PROPERTY)
COVENANTS, CONDITIONS, RESTRICTIONS, AND/OR EASEMENTS 18 VOLUME 261 OF PLATS
PAGES 32-35 (SHOWN HEREON)
19 20121213D01475 COVENANTS, CONDITIONS, RESTRICTIONS, AND/OR EASEMENTS
20130227002498 MODIFICATION AND/OR AMENDMENT
(SHOWN HEREON)
LAND SURVEYOR'S CERTIF'ICATE
This LOT LINE ADJUSTMENT correctly represents a survey
made by me or under my direction in conformance with
state and county statutes in October, 2015.
Rodney G. Hansen
Certificate No. 21464
10/23/15
LA TEST REVISION: 10/23/15
PREPARED BY:
7·
EASEMENT TABLE B
(TAX PARCEL 042305-9325-03)
EASEMENTS AFFECTING SUBJECT PROPERTY PER FIRST AMERICAN TITLE INSURANCE COMPANY
TITLE REPORT COMMINTMENT NO. 4243-2345572 DATED NOVEMBER 5, 2014.
ITEM NO. RECORDING NO. NOTE
10
11
19990907000075
20010726001662
w z
w ~
z w w :,
0
PORTION OF:
SEWER LINE EASEMENT
(SHOWN HEREON)
TERMS AND PROVISIONS IN DOCUMENT
(SHOWN HEREON)
VICINITY MAP
NOT TO SCALE
w z
w ~
z
Q z :,
ns!TE
SE 101ST ST
NE 22ND PL
l
I
SE 1/4, NE 1/4, SEC. 4, TWP. 23 N., RGE. 5 E., W.M.
CITY OF RENTON
HANSEN SURVEYING
UNION A VENUE LOT LINE ADJUSTMENT
t'ILE NO. LUA-XX-XXX-LLA
LAND HECORD NO. LND-XX-XXXX
LAND SURVEYORS & CONSULTANTS DRAWN BY: RF DATE: 10-23-15 JOB NO.: 21515
17701 108TH AVE SE. PIIB 208, REN'!ON, WA., 980551--------+--------lt-----------l
TEL: 425-235-8440 FAX: 425-235-0286 CHKD BY: RGH SCALE: 1" = 40' SHEET: 1 OF 2
--------------------
I
I
r1i
I
I
I
I
CITY OF RENTON
LOT LINE
ADJUSrfMENT
FILB: NO. LUA-XX-XXX-l,LA
LAND RECORD NO. LND-XX-XXXX
16
FENCE
O. 1' E
I
I
I
FENCE
0. 1' N
S 88"19'10" E 95.00'
PORTION OF SE 1/4, NE 1/4 SECTION 4, TWP. 23 N., RGE. 5 E., W.M.
FENCE
0.1' N
8
COUNTY OF KING, STATE OF WASHINGTON
NE COR SEC 4-23-5
FOUND MON. IN CASE
(VISITED APRIL, 2015)
30' 30'
VOL./PAGE
~ -S-
I
l
I , 1
I
I
---
15' SEWER
EASEMENT
(ITEM #1 OB)
8
1" 40'
40' 80' '"' "'
o·
c,; ------~~---0
NE 24TH CT LOT 1 ,.,
N BASIS OF BEARINGS IS Cl1Y OF RENTON NAO 83/91
CITY #1838 TO CrTY #716 = S 01'33'53" W
11 12
14
,~
I ~'-
1
w
/~ ~-------18
13
1 O' SEWER
EASEMENT
(ITEM #9A)
;._ io
0 ~ zo
0
NEW LOT LINE
S B8"19'10" E 95.00'
PARCF:L A
6' WOOD
FENCE
PROPOSED ACCESS
& UTILITY EASEMENT
-. 8
8
FOUND MON. IN CASE
CITY OF RENTON #1838
N: 190,002.382 FEET
E: 1,311,439.113 FEET
0.08' EAST IF SEC, LINE
~ z
I
3: t; • "' ,l'l <r: Ill
!"
~
0 z en
0 ,-...., z
~
FENCE L T 2 0.4' E 0
I -(S 88'04'22" E 0.08' ~ SEC. LINE TO #1838) NE 24 TH ST
LOT LINE TO
BE REMOVED
N 88'19'45" W
fl "'0-/1 --'r;
, , INGRESS/EGRESS, ROAD AGREEMENT
0
"'
0
"'
LEGEND
+ = SECTION CORNER
I = QUARTER CORNER
0 = FOUND MON. IN CASE
0 = FOUND PROP. COR. AS NOTED
• = SET 1/2" I.R. W/CAP #21464
= EXISTING LOT LINE TO REMAIN
= LOT LINE TO BE REMOVED
= NEW LOT LINE
EQUIPMENT USED:
SURVEY METHOD:
1" TOTAL STATION
FJELD TRAVERSE
SURVEY ACCURACY MEETS OR EXCEEDS
WAC 332-130-090.
ALL CONTROL MONUMENTS FIELD LOCATED
APRIL AND JULY, 2015. I 8128 R NE 24 TH CT PARCEL B -NON-EXCLUSIVE ESM'T FOR ~
\"oo' -. \ o; (PRIVATE) _"···-·N aa·1~9:;;'4;:".5;:• ·-~W;:-'2:~~5E":~0'.:'#'.:"1'.:'1~s)-----~-___:::._gJ_ __ _;-;;;·~~w-•o.oo'
__ _ _ __j ~-,.---,-----------=-----___ N 88'19'45" W 249.89' "
_ __ _ _ g-"' ~~ ~ -_-~-_LOT X. HONEY CREEK EAST -----I •00 Fl /J --~~=~==~7r--1L-=~:~~~~s~1r-~~~~-k=FE~N~C~E~1:.3~'~N1~~F~E;N~CE~0;1~·;s~;~~~=~:i~i~;~~--~~N[~~j~-----f--o~ 329.75' N I"> ;._
0
5' COMMUNICATION FENCE N 8B"l9'45" "w 370.00' ------._.,±..,.•z
EASEMENT 01.-37'. ES FENCE 6'C/L FENCE
REC. #7901180977 15' SANITARY SEWER FENCE
1.1' N EASEMENT FENCE 0.9' S
REC. # -----,--2.4' S
3
1 O' PUBLIC
UTILITY ESM'T.
(ITEM #19A)
12' QWEST ESM'T.
LINE TABLE
L1 S 01'55'38" W 74.09'
L2 N 88'50'29" W 5.00'
L3 S 01'40'15" W 10.00'
L4 N 88"19'45" W 10.00'
L5 S 01·40'15• W 21.00'
CURVE TABLE
2 1 O' STORM DRAIN
EASEMENT
I
I
I
I
(ITEM #16A)
FENCE
0.8' S
0.4' W
CURVE
t-Cl
RADIUS
25.00'
DELTA ANGLE
90'15'23"
ARC LENGTH
39.38'
REC. # ------5
NE 23RD PL
·-
0
"'
(N88"20'57" w 619.97' -MON TOMO-N:--) ---
(N 88'19'25" W 620.00'-P)
FOUND PLAT MON. IN CASE
0.08' SOUTH OF CALC. LINE
(VISITED JULY, 2015)
(N 88'19'45" W -CALC)
EXISTING LOT AREAS
TAX PARCEL 344890-0440-03
TAX PARCEL 042305-9325-03
TOTAL
11,100 S.F. OR 0.25 ACRES +/-
18,538 S.F. OR 0.43 ACRES + /-
29,638 S.F. OR 0.68 ACRES +/-
NEW LOT AREAS
LOT 1
LOT 2
TOTAL
9,025 S.F. OR 0.21 ACRES +/-
20,613 S.F. OR 0.47 ACRES +/-
29,638 S.F. OR 0.68 ACRES +/-
6
-'r"-'t--
C2 25.00 90'00'00"
7
0
0:,
30' 30'
FOUND PLAT
MON. IN CASE
0. 14' NORTH
0.07' EAST
-----::,a') OF CALC. LOCATION
I
E 1/4 COR SEC 4-23-5
FOUND MON. IN CASE
(VISITED APRIL, 2015)
S 88'19'45" E
--,S,,-,-,LI""NE"'· ..,:NE 1/4 SEC 4-23-5 FOUND MON. IN CASE
---,.4-:t'3 CITY OR RENTON #716
/
N: 188,279.243 FEET
PREP .AHED BY:
N 00'58'30" E__...-
661.23'
E: 1,311,392.046 FEET
I (VISITED APRIL, 2015)
PORTION OF:
SE 1/4, NE 1/4, SEC. 4, TWP. 23 N., RGE. 5 E., W.M.
HANSEN SURVEYING
CITY OF RENTON
UNION AVENUE LOT LINE ADJUSTMENT
}'ILE NO. LUA-XX-XXX-LLA
LAKD RECORD NO. LKD-XX-XXXX
L.4ND SURVEYORS & CONSULT.ANTS DRAWN BY: RF DATE: 10-23-15 JOB NO.: 21515
17701 108TH AVE SE, PMB 208, RENTON, 1!'11., 98055 t--------1--------1-----------1
LATEST RE\llSION:10/23/15
TEL: 426-235-8440 F.AX: 425-235-0266 CHKD BY: RGH SCALE: 1" = 40' SHEET: 2 OF 2
39.27
Ill
i ,,,
,t.~
C
-----------------
NE 24TH CT --t---------1
----
\
I
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\
\
\
'
I
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..... ..... ..... ..._
............
-.
PORTION OF THE SE 1/4 ' NE 1/4 SECTION 4, TWP. 23 N, RGE. 5 E., WM
CITY OF RENTON, KING COUNTY, WASHINGTON
NE COR SEC 4-23-5 ~
FND MON IN CASE
' I
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17 I
I
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16
HENLEY USA LLC
I
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• RENOTN SCHOOL DISTRICT z I
i j FACILITIES AND OPERATIONS CTR ~ I
I ~ I
Ii / 6'C/L FENCE 0.1'N •• --454 ................ ...-30 , ~
______ ----1-1-1r:·~~i1S~88"~19~·~10~-~E~i9~5.;0:;!.·_--_-~-;~-~f--------------------T------------------------__jl 1 1 ITEM, 10 -15'WIOE SEWER i"SMT •
\\ FENCE o.1'E ;I .1
1
, 02 s·F1R _R~~99090100001s,;(~---~2 FIR \ -----
1
1
\ II 12"FIR / •""
\ 1 5 ! I 1· \ \ ,/ PIANTER //_,.c:::···· II
I BENJAMIN, KAMARA & EDITH ,<: // I \ 0 / AREA
~\, i 20"MAP O ' \
: ~~ /:
1
. \ 12"FIR \ '--._ r II ~ ~4;. ! I ~20"MAP NEW. LOT 1 \ BURNHAM BRAD l;J
I .a.°% :-;.:i,-----:1-,' ++-I \ \ \\··, . oor llUlO 1':
/ :'-\, (; :: \~'V § / _..,.-1( s'Wooo FENCE ":zo"POP~R :
/ ~~ · 0w ri; / I "~ ~ ,././ .. ., \ ... ________ 456 , •
/ ~v ~ I • .., ,.... /::"'"' a : 1 ~ ~ I ,~~ iri
I "'~' 1 ,' I a,-. , ~ ~• 4 ,' I rw l 9 /zo;'POPLAR .. 10 ,' I t ·.,.,•',.i---7 .. .._ __________ -f 3: •. •• I rn
, .. / FND MON IN CASE
LIS, KRZYSZTOP & JOANNA A/ I • , , .. / _'.,oo CITY OF RENTON #1838 , •:lJ / 0.08' EASr OF SEC LINE
! I 1; i . PARCEL A :8 ,,, s 68'04'?2" E r ~ I z , \ ~~-··/ EXIT Bl.DO 0.08.,.
\ I •/ \ TAX # 0423059325 u, (SEC LINE TO #1838) r g!
30'
f·
'i-
i
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8 ,.
./
1"
o'
30'
30'
----~..:...-' ¥
60'
BASIS OF BEARINGS IS CITY OF RENTON NAD 83/91
CITY #1838 TO CITY 716 = S 01"33'53"W
ss
SD
G
w
©
®
181
'd
~
0
-0-
-¢-
0
9F
III
III
@ ...
I
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, 50.00
LEGEND
= SANITARY SEWER
= STORM SEWER
= GAS LINE
= WATER LINE
= GAS VALVE
= WATER VALVE
= WATER METER
FIRE HYDRANT
= CATCH BASIN
= MANHOLE
UTILITY POLE
= LIGHT POST
= GUY ANCHOR
= SIGN
= POWER VAULT/TRANSFORMER
= TELE/TV PEDESTAL
= PARKING METER
= SECTION CORNER
= QUARTER CORNER
= FOUND MON. IN CASE
= FOUND PROP. COR. AS NOTED
= SET 1/2" I.R. W/CAP #21464
= SPOT ELEVATION
BENCH MARK
VERTICAL DATUM: CITY OF RENTON NAVO 88
CITY OF RENTON CONTROL PT #1838
CONC. MON IN CASE AT INTERSECTION NE 24TH Sf
AND UNION AVE NE
ELEVATION = 456.63 FT
I
I
ITEM fr 17 & 18 /
10 PSE ESMT
REC# 20090512000803
: ._ 18,538 SQ. Ff. \ LUEDTKE, CATHERINE r ' ::, 1·
\ ;~ o"-:~= '" "'"' ',," ' J i_ i ,/· /: '/, /" '. ·o
\ I •\ o20"POPLA~\ f LARGE H2.~~: ;· ;-.. -....... y 3 5'W00D FENCE\ EXIT BlOO \ / i CONC WALK''. . i , . ' ·. '
\ I l ._ ENCE 0.4'J 156 .... _ ... ./ GRAVE\,I . 00 _/ UP W/ 'LUMINARY
, LARGE LAUREL \ , 4-..,u ~ :ti -<:::;>··.. /.NEw Lor 2 / ..... , \/ ' c.:_.,,_ =, 'AA"' ,,~, -; • . ~ , H ·1t> U/G POWER/TEL O -
RE1CO#' S7E9WD1~7~0M9EOS7#M8T29 \//// Ii _·1. -~', ~ ~s~R:R:~~:~"· .. ::~-~905P.0~0;54 --._-..... _ .. : .L .. lo.,20"MAP g NE 24 T~ c~ '" rrARCE~ 18 -Ro~iN,~g~~f~~~i ~g#MT2. OF001R0712N6G0ROE1S6S6/2EGRESS' .,/ ::~VE_L..... g <f~l ~i . • , O')
RAHEJA, VIKRAM
13
;;r~=-..i.;.;:~~=T~~=~~~~~~;J~~:-=~~~~=~~~~~-~~j~¥~~;~~~1:;;;;~~=~~~==~.,,~~~-~;-~~~Lb\r:: IT T <;. ··,·coNc WALK·\ .. ~-~ -~.<f_·,·~::"i \\\ JI ij·!"_~~ ·-',,,, ·-..... ··,. (PRIVATE) \ 25"FIR 305.00' I ,. "-·;:·""" "•,,. a 8'. ORM • •
., ·, 11100·cn FT ', N 88'19'45·, W 370.00' 0 '-
,··' ------o --,, ' '-'"'..... ·,. I 5D"FIR \2D"MAPo 036"FIR 3D"FIR 4b"FIR o25"FIR 25"FIR ---------------J' ~-------------....,J!:ZSACRES'i -LO'f''\¥, HONEY CREEI()EAST t)\ o
28"FIR • (fl TYPE 1 CB I I ------=.:::-_-_-; --7' --.---;; ---;--_. --------------'I--: g---::;-6,c/L FENCE-s:::;P~ilPosEo --;,,....?+, _ _ ··.,,... \-, TAX /I 344891l'D44B-..... JO"MAP Cz8"FIR
II r1 -r~~~-~~~~~...:.....======r=====~====.:.=:::::=:JE::E:::=:::::::::-::::r~~·=====·~~~~==-=-=-=~·~~~J~~~~·1,~~,~~'~£·t~~~SE~W~E;;R:E:S~M:T~~~--~~l~~IT~E!M~#~~~--,~-.;1i,~~~E~~~E~~~~\J~~~'~,~~~~,/~~~~~~;-~·~·-·; .. ~···~·-~-~~~~~~~~~~~:~il~!J ' ·,, , ,~, , J REC,1 20080410000610< ·
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....._ ' T T T 't'
I I I ta t; • i . s 88"1"9•45• E0 \370.00' 'G'.. .;.-
1 I SSMH 48 .. I j UNDERGROUND " \5'c/L FENCE FENCE 2 .4's · FENCE o s's 6 'C/L FENCE ~.. ITEM # 19,.. ·:,., \···/§S
I
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1
1 J POWER & TELE \.,.. . UNDERGROUND 10' PUBLIC UTILITY ESMT ' ~· [
/ IE =439.82' 8"W & N (CTR CHANNEL) IN THIS AREA POWER & TELE REC#. 2013022702498 1 ,
/ REC# 7907090780 ~S6' lfl THIS AREA ' • " 1·rn'
II II // : . ~;c~:: 2 'J ,8·, i,: i %,_ 1' 1·
3: I RIM=457.25' -I I / MCCLUSKEY. GWENYTH 3: INV=454.35'(8"E) 1.;< ',
I I 1 '1x, 0 I • INV=452.45'(18"N) · .• I "'
I ~// 2 3 ~ ~ I 4 g -~ , J ~'GUTTER 1 1·
: /1 ITEM# 13 ~ ~ : SEIRRA HEIGHTS~! 5 6 7 ·'· / . I
1 I 1 o· RENTON UTILITY ESMT I
--REC# 19991209001432 IDYULLIC HOUSEINTERIORS LLC VOL. 54/3
I I ---
1,: I
35"FIR 35"FIR 0 0
• st •
' ' ' '
SHORT, JAN & JOAN
1 I HAAKENSON, LORELLA VAN LAAK, JOSEPH J 1
1--1--PROPOSED 1 O' WIDE ·1·
I I STORM DRAIN ESMT. I I ;
I I I 88.00' 88.00' 88.00' -----J.... I
I j I CONC. CURB 88 ·00 ' 88.00' 30'
L _J I 1111 1111 1111 "" "" 1111 00 88.00'
I I • •. • 12" ADS
30' ,';
92.00' ·,.
• • • • • • • •
...
RIM=456.76'
INV=455.21'
LEGAL DESCRIPTION
PARCEL A:
BEGINNING 1020 FEET NORTH OF THE SOUTHEASr CORNER OF THE SOUTHEASr 1 / 4 OF THE
NORTHEASr 1/4 OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EASr, W.M.,
THENCE N 88'19'21"W, PARALLEL WITH THE SOUTH LINE OF SAID SOUTHEASr 1/4, A
DISTANCE OF 305 FEET TO THE TRUE POINT OF BEGINNING;
THENCE CONTINUING N 88"19'21"W, 95 FEET;
_THENCE N 01'5.6'19."E, PARA.LLEL WITH I.HE EASr LINE OF SAID SOUTHEASr 1/4, A
DISTANCE OF 196 FEET, MORE OR LESS, TO THE NORTH LINE OF SAID SOUTHE/\Sf 1 / 4,
THENCE S 01"56'19"W 196 FEET, MORE OR LESS, TO THE TRUE PINT OF BEGINNING.
PARCEL B"
A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS DESCRIBED AS FOLLOWS:
I I
I I
I I
I I
I I
I I
I I
L_.1
~i .. ~CB TYPE I • g II
-----------RIM=451.19 NE 23RD p O ci FNO PLAT ~ON IN CASE
CB TYPE I -(N • -;--;;---------I OF CALC LOCATION
---------------------INV=446.61(12"W) I L O'l ;_yg 0.14' N & 0.o7'E
BEGINNING AT SAID POINT 1020 FEET NORTH OF THE SOUTHEASr CORNER OF THE SOUTHEASr 1/4
OF THE NORTHEASr 1 / 4 OF SECTION 4;
THENCE N 88'19'21"W, PARALLEL WITH THE SOUTH LINE OF SAID SOUTHEAST 1/4, A
DISTANCE OF 30 FEET TO THE WEST MARGIN OF 132ND AVENUE SOUTHEASr RIGHT-OF-WAY AND
THE TRUE POINT OF BEGINNING; -,
l RIM=446.53 88 2057, W 619.97' -MON TO MON) -----------Q ___ _
INV=442.93(12"E) (N 88"1925" W 620.00-P)' L --------------w ,
INV=442.83( 12"S) (N 88" 19'45" W-CALC '1x,
FND PLAT MON IN CASE
D.08' S OF CALC UNE
0
O')
"' ~II ~ I
I
a/
--------~L ------------E 1/4 CORNER SEC 4-23-5 , I
--------------------------FNO MON IN CASE'-... I I I ----------.... . ------------S 88"19'45" E '-..._)
S LINEN£ 1/4 SECM3=;-----_
l'1
iii I
~ FND MON IN CASE ~~ ! · CITY OF RENTON #716
THENCE CONTINUING N 88'19'21"W 275 FEET;
THENCE N 01'56'19"E, PARALLEL WITH THE EASr LINE OF SAID SOUTHEASr 1/4, A
DISTANCE OF 30 FEET;
THENCE S 88"19'21"E 275 FEET TO SAID WEST MARGIN OF 132ND AVE SOUTHEASr,
THENCE S 01"56'19"W, ALONG SAID WEST MARGIN TO THE TRUE POINT OF BEGINNING.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
TAX PARCEL# 0423059325
LOT X, HONEY CREEK EAST, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 261 OF PLATS,
PAGES 32 THROUGH 35, IN KING COUNTY WASHINGTON.
TAX PARCEL #3448900440
PROPERTY ADDRESS: 24XX UNION AVE NE, RENTON, WA 98059
EASEMENTS SHOWN HEREON PER TITLE REPORT PROVIDED BY CLIENT.
NOTE: THE UNDERGROUND UTILITIES SHOWN HEREON ARE BASED
UPON EXISTING AS-BUILT DRAWINGS, AND ARE NOT GUARANTEED
TO BE CORRECT, NOR ALL INCLUSIVE. ALL UTILITIES MUST
BE VERIFIED PRIOR TO CONSTRUCTION. CALL 1-800-424-5555
FOR UTILl1Y LOCATORS.
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PORTION OF THE SE 14 NE 1/4 SE:.CTION 4, TWP. 23 N, RGE. 5 E., W.M.
3956 NE 24TH STREET
TABLE OF CONTENTS
WATER MAIN EXTENSION & STORM DRAIN
RENTON, WASHINGTON
SHEET NUMBER
1
2
3
4
5
6
7
---;'----.-... .. -=--------
.
/. .'
TITLE
COVER SHEET
EROSION CONTROL & TREE RETENTION PLAN
WATER MAIN PLAN & PROFILE
WATER DETAILS / NOTES
STORM DRAIN PLAN
FLOW CONTROL & WATER QUALITY DETAILS
STORMTECH DETAILS
NE CORNER SEC 4-23-5 ~
FOUND MON IN CASE__/ I
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FOUND MON~MENT IN CASE
CITY OF.RENTON #1838
0.08' EAST OF SEC LINE
' S 88'04'22" E
0,08'
(SEC LINE TO #1838) :1 . ~i
....__....:NE 24TH STREET ---------
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:_··-----~------_-----__ ------~----------NE 23RD PLACE I
------------------~,
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in
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E 1/4 CORNER SEC 4-23-5
FOUND MONUMENT IN CASE
-----------
N 00'58' 30" E 661.23'
TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED
BY HAl'ISEN SURVEYING; GREEN LAKE
ENGINEERING, LLC ASSUMES NO LIABILITY FOR
ACCURACY OR COMPLETENESS.
Green Lake Engineering, LLC
6045 4th Ave. NE, Seattle, WA 98115
Phone: 206-525-5332
email: bob.kehrli@greenlakeengineering.com
Contact: Bob Kehrli, PE
-0
(/)
FOUND MONUMENT IN CASE
CITY OF RENTON #716
BUILDlr\JG PERMIT# B15002755
VICINITY MAP
BENCfI MARK
VERTICAL DATUM: CITY OF RENTON NAVO 88
CITY OF RENTON CONTROL PT #1838
CONC. MON IN CASE AT INTERSECTION NE 24TH ST
AND UNION AVE NE
ELEVATION = 456.63 FT
BASIS OF BEARING
BASIS OF BEARINGS IS CITY OF RENTON NAD 83/91
CITY #1838 TO CITY 716 = S 01'33'53"W
SUR'iEYED: SCALE:
HANSEN SURVEYING SCALE
PARCEL A:
CONTACT lf\JFORMATION
DEVELOPER: TUSCANY CONSTRUCTION, LLC
P.O. BOX 6127
ENGINEER:
SURVEYOR:
BELLEVUE, WASHINGTON 98008
OFFICE PHONE: 206-714-6707
GREEN LAKE ENGINEERING, LLC
ATTN: ROBERT KEHRLI, PE
6045 4 TH AVENUE NE,
SEATTLE, WASHINGTON 98115
CELL NUMBER: 206-898-4269
OFFICE NUMBER: 206-525-5332
BOB.KEHRLl@GREENLAKEENGINEERING.COM
HANSEN SURVEYING
ATTN: RODNEY HANSEN, PLS
17701 108TH AVENUE SE, PMB 208
RENTON, WASHINGTON 98055
OFFICE NUMBER: 425-235-8440
HANSENSURVEY@COf~CAST.NET
LEGAL DESCRIPTION
BEGINNING 1020 FEET NORTH OF THE SOUTHEAST CORNER OF THE SOUTHEAST 1 / 4 OF THE
NORTHEAST 1 / 4 OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.,
THENCE N 88' 19'21 "W, PARALLEL WITH THE SOUTH LINE OF SAID SOUTHEAST 1 / 4, A
DISTANCE OF 305 FEET TO THE TRUE POINT OF BEGINNING;
THENCE CONTINUING N 88'19'21 "W, 95 FEET;
THENCE N O 1 '56' 19"E, PARALLEL WITH THE EAST LINE OF SAID SOUTHEAST 1 / 4, A
DISTANCE OF 196 FEET, MORE OR LESS, TO THE NORTH LINE OF SAID SOUTHEAST 1 / 4,
THENCE S 01'56'19"W 196 FEET, MORE OR LESS, TO THE TRUE PINT OF BEGINNING.
LOT X, HONEY CREEK EAST, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 261 OF PLATS,
PAGES 32 THROUGH 35, IN KING COUNTY WASHINGTON.
TAX PARCEL #3448900440
PROPERTY ADDRESS: 24XX UNION AVE NE, RENTON, WA 98059
EASEMENTS SHOWN HEREON PER TITLE REPORT PROVIDED BY CLIENT.
~-----------------------
1 RECOMMENDED FOR APPROVAL
BY:----------DATE: ___ _
BY: __________ DATE: ___ _
BY: __________ DATE: __ _
CALL 811 BEFORE ·yo1J DIG BY: __________ _ DATE: ___ _
VERTJCAL: NAVO 1988
HORIZONTAL: NAO 1983/1991 CITY OF
RENTON
Planning/Building/Public Works Dept.
WATER MAIN EXTENSIOf\l & STORM DRAIN
TUSCANY CONSTRUCTION, LLC
COVER SHEET
3956 NE 24TH STREET
9/23/2015
FIELDBOOK:
PAGE:
DRAWING NO:
SHEET: 1 Of: 7
COVER
,,
----------------------------------------------------~-----------_-_· --------~~===--~---=-·_-______ ·:"I""-_---_. ___ ........, __ , __ I --~----··---_-_--_--__ -··_--_-_"'""'II _____________ I
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LOT 1 \
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,,.._ ___ _
PROPOSED HOUSES
''1T;4+42.0
1" WA Tt:R !SERVICE TO
PROPOSED LQT 12 PER CITY
OF RENTON STD. 'PLAN .320.1 -I
L,6()
4-55
PORTION OF THE SE 14, NE 1/4 SE:CTION 4, TWP. 23 N, RGE. 5 E., W.M.
I
\
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.... \
--,--i''------t-----tl ..
i I
. STA 4+39.0
STA 2+84.5, 12.5' RT
FIRE HYDRANT ASSEMBLY PER THE
CITY OF RENTON STD. PLAN 310.1
W/ 1 o''x6'' TEE (MJxFL) AND 6"
GAT[VALVE (FLxlvtJ)
-----
15.0' WIDE UTILITY EASEMENT TO
BE DEDICATED TO THE CITY OF
RENTON FOR NEW WATERMAIN.
--
1" WATER SERVICE TO LOT 1 PER
CITY OF RENTON STD. PLAN 320.1
STA 2+80.0
1" WATER SERVICE STUB FOR FUTURE
USE OF EXISTING LOT
STA 4+42.0
1" WATER SERVICE
TO LOT 2
STA 4+39.0
l" WATER SERVICE
1 O" GA TE
VALVE (MJxMJ)
10" GATE VALVE
STA 2+34.0, 12.5' RT
FIRE HYDRANT ASSEMBLY PER THE
CITY OF RENTON STD. PLAN 310.1
W/ 1 O"x6" TEE (MJxFL) AND 6"
GATE VALVE (FLxMJ)
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Nf~ 24TH STREET
~--~~CONTRACTOR TO POTHOLE &
VEr<!FY DEPTH OF EXISTING
UTILITIES IN UNION AVE. NE.
12",< 10" TAPING TEE (MJxFL) W/
10" TAPPING GATE VALVE (FLxMJ)
& THRUST BLOCK PER CITY OF
RENTON STD. PLAN 300.1
MINIMUM 6.5' WIDE ASPHALT
TRENCH RESTORATION PER
RENTON STANDARD PLAN H032A
CROSSING WITH EXISTING 36"
CITY OF SEATTLE WATER MAIN
(SEE NOTE 1)
0
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' -M. l~o_0Eo~----__ ~r ___ _ '-PR. CL GRADE l __
(SEE NOTE 1)
-------·r
GREATER ····. .
THAN 4.8' ,// ... • .
460
455
;:r: <(
(/) 2
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE
ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITr TO
DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION
OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO
COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE
THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE
ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT
SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1-800-424-5555
NOTES
1. IF THE EXISTING CITY OF SEATTLE WATER
MAIN HAS MORE THAN 4-FEET OF COVER
THEN THE PROPOSED WATER MAIN MAY
CROSS OVER THE EXISTING 36" MAIN. IF THE
EXISTING SEATTLE MAIN HAS LESS THAN
4-FEET OF COVER THEN PROPOSED MAIN
SHALL CROSS UNDER THE EXISTING MAIN.
20 0 20 40
horizontal scale
DEEP CROSSING
(SEE NOTE 1)
feet
460
455
1 o" X 1 o" POLY ----"'---------t---t--------=----------
PIG STATION ---
50 _5 LF 1 o" DIP WATER· 152 LF 1 o" DIP WATER
STA 2+34.0
~-..,,--,~CONNECT TO
\
,; • EXISTING .1.r MAIN
,,---,v1--r~ CONNECT TO
A'C"""----'-'I~' • EXISTING 12" MAIN
450
445
STA 4+46.5
1-10" CAP (MJ) WITH
CONCRETE BLOCKING
I
4+50
---F 10 ,, DIP WATER •
162 L .
. d)
I •
4+00
Green Lake Engineering, LLC
6045 4th Ave. NE, Seattle, WA 98115
Phone: 206-525-5332
••• I
3+50
email: bob.kehrli@greenlakeengineering.com
Contact : Bob Kehrli, PE
I
3+00
STA 2+84.5
FIRE HYDRANT
ASSEMBLY
I
2+50
WATER MAIN PROFILE
SCALE: 1 "=20' HOR. 1 "=5' VERT.
FIRE HYDRANT ASSEMBLY
I •
2+00
'/;
1.0' MIN
SEPERATION
/
/ .,_ .. .// .
.\ '.:.P \/ ·\
VERTICAL THRUST
1 •• BLOCK PER STD .. 1+50
PLAN 330.3
I
1+00
I ' , /
1 O" .GATE viL;E
VERTICAL THRUST
450
BLOCK PER STD. ~45
PLAN 330.2 Of50
CALL 811 BEFORE
'._[_.'-L\F\j\/
SCALE:
SCALE
, ~'?, ~ M,_ If(:~ suevrnco,
, o'<( 0~1 ~ASji1$1 HANSEN SURVEYING r-Q: ,.___v :,;i ·,yci1..--) f"1 0 /~~ 1 \'~ J-----+-----------------f---+-----+----1 DESIGNED:
( :;,' 1,{Z,;,-~\ 5 l----1-----------------1---+------l------/-;;=R_. _i<_EH_R_Ll,_P_.E_._-t-------j
d §» ~~ -(f~\. s..]!i~·,;,Y 11.,_,-: µ R. KEHRLI, P.E.
(\ 0-,'_)v?c 4-8089 \.<:) *'-./ ) CHECKED;
~}:_~--£1_sri:.\\\{>·( •---+-----------------1----+-----+----I C. WILLIAMS, P.E. ~ICNA\... r_ ,f
.11.Nv\J NO. REVISION BY DATE APPR APPRCJVrn.
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL! No!.VD 1988
HORIZONTAL: HAD 198:5/1991 CITY OF
RENTON
Planning/Building/Public Works Dept.
YOU
·····VERTICAL
THRUST
BLOCK PER
.,.STD. PLAN
,, 330.3
.,; ,
I
1+50 VERTICAL THRUST.
BLOCK PER STD.
PLAN 330.2
I .
1+00
''«:.
'-----f-".' / ,. -,-·. , ;' .,-
L1 ,-0 c:J
1 O" GATE VALVE
VERTICAL THRUST
BLOCK PER STD. 445 . . . . . I . . . .
PLAN 330.3 0+50
RECOMMENDED FOR APPROVAL
BY: ___________ DATE: ____ _
BY: ____________ DATE: ____ _
BY: ____________ DATE: ____ _
DIG BY: __________ DATE: ___ _
'-------
WATER MAIN EXTENSION & STORM DRAIN
TUSCANY CONSTRUCTION, LLC
WATER MAIN PLAN & PROFILE
9/23/2015
FIELOSOOK:
PAGE;
DRAWING NO;
3956 NE 24TH STREET SHEET: 3 OF: 7
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208 LF PARTIAL INFILTRATION
TRENCHES (TOTAL) FOR
MITIGATION OF 2,770 SF OF
IMPERVIOUS AREA ON
NORTHERLY LOT
PER KCSWDM FIGURE C.2.2.A.
CATCH BASIN TYPE 2,
54" DIA W/FLOW
CONTROL STRUCTURE
RIM=45.3.20
INV=448,50
PER COR STD.
TYPt: 1 CB
PLAN 200.00
RIM=452.00
INV=450.00
48 LF 6" PVC @ 0.5
48" DIA PERK FILTER-+--'
. RIM=452.50
6" INV=446.56 (out)
6" 1NV=448;26(1N.)
-----------------·-----
PORTION OF THE SE 14, NE 1/4 SECTION 4, TWP. 23 N, RGE. 5 E., W.M.
;-;:: -===----~--==----------=--=-==-==== ===---=--1
I
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j LOT 1 i
1L _-rj-=-1. I ---I
u 1-----I i------1_L --~ I
I --f
__,._~CONNECT TO ROOF
DRAIN
\ 30 LF 59•1 PVC~
SD @\8.3%
IIIRll!lllll \ --... TYPE 1 CB
PER COR STD.
IRD ----...;o9r'-\ RIM=455.00
TY:~-=-2 -C-:=__B -\ ~~ INV=453.00 ~ '1 j ""-FG=455.30 W/ 2' SUMP \_
RIM=454.00 FGr455.20
INV=450.50 1
,~ =r
r i j
'l_L__·=-~_-~r __ ~-----"1· \ f7 l~ ~-
I "=i] I
PLAN 200.0
I LOT 2 Llr1Lf_J
===Jl1 ii ,1 4" PERF PIPE SUBDRAIN
I) rr c. CONNECT TOJ ROOFI rlNV=448.50 Ille~ DRAIN 1-~-i J _ .
rF:=:: -----=---=---=---==--=---=---I & 11 r
I
MINIMUM FINISHED GRADE ELEVATION
ABOVE STORMTECH DETENTION
STRUCUTURE=452.50
------------
)J
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON AF!I:
APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1-800-424-5555
NE 24TH STREET
20.0' WIDE 2EMENT CONCRETE
DRIVEWAY,ENTRANCE PER CITY OF
RENTON STANDARD PLAN 104.1
20 0
horizontal scale
20 40
feet
=-r.V---------1/1/ ---WI~ I -----------------:s--i;-_-'20---~-cc_-_'lY.-_-=-c_.=--:_-::-cc=~=--~t---='IL-'oe --=-::-. ,,.,.-00-'N_-==.. ::;, ., ·;-' --------·-· -.
•)'V LT O",, ~~w--==--~---~-~-wc~r1, -----'v.V--c---NJ-t[1
______________ y. --------N ________ "' ____ 1'':2'o ____ ·_· .f.~_i/1--S ___ 1+00 ___ _rcJ
& I
FG=452.25
· FG=452.90
134 LF 6" PVC @ 0.3%
-& i--1 O' STORM
I DRAIN EASEMENT
I
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TYPE 2 CB
DIVERSION. STRUCTURE #1
. RIM=452.60
. INV=448.50
ISOLA TOR ROW
-.. --~---+ ---f '
----~-,----,_ I/,'.• J, >
----..,,_,,. L ... , 51 ·S51
S.,>
. . ·0-9
FG=456.25
. i'"G=458.40
NOTES
1 . ALL INDIVIDUAL FLOW CONTROL BMP's SHALL BE PRIVATELY
OWNED, MAINTAINED AND KEPT IN GOOD REPAIR.
2. ALL UTILITIES SERVICING THE SITE SHALL BE
UNDERGROUND.
3. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION
BETWEEN UTILITIES IS LESS THAN 1 FOOT.
·------------·-··~--·--·
RECOMMENDED FOR APPROVAL
BY: __________ _ DATE: ____ _
TYPE 1 CB . .· ..... &
PER. COR STD. PLAN 200.0~·.· .. 1 12"NV=446.16
I
I
6" INV=446.16 ·-.. .,, ..... -. D
Green Lake Engineering, LLC
6045 4th Ave. NE, Seattle, WA 98115
Phone: 206-525-5332
email: bob.kehrli@greenlakeengineering.com
Contact : Bob Kehrli, PE
NE 23RD STREET
SCALE:
pJ V _!J-_v? ~~~. _ _/{-?(~/(? SURVEYED:
, WA s'" fy1> HANSEN SURVEYING
SCALE _s-Q:-.---...'<.-Cl rl~J;/.J_,,,s,(/ _ I ----1-----------------+--t---i----1 DESIGNED:
~
'] ;_, (tJ,f'ij~, -~ 1$ •-R. KEHRLI, P.E.
") I~ \"f7.f(._ 2 I? l---+----------------+--+--+--1i,;,;RAWWl<N,=---:-=~=-=--r-------
l /Kfv-,. \ Q-I l R KEHRLI p E
Ll 1i~ <.i4~ ,~;Le; l----l-----------------+--1---i-----c1-=::=:'-·..:.=.::.:::;•c___c· :::_· --I ~N 46089 '\'.l *° ) CHECKED:
,1{£1.IB'-;,,G' '.5 1---~-----------------+--f----j-----j C. WILLIAMS, P.E.
'-"/;:..1~NA 1._> DATE APPR M'PROVED, Vl,uvD NO. REVISION BY
ONE INCH
Af FUll SCALE
IF NO;" ONE INCH
SCALE ACCORDINGLY
BY: __________ _ DATE: _____ _
BY: __________ _ DATE: ____ _
BY: ___________ _ DATE: ____ _ CALL 811 BEFORE YOU DIG --~··-------~
VERTICAL: NAVO 19B6
HORIZONTAL: NAO 1983/1991 CITY OF
RENTON
Planning/Building/Public Works Dept.
WATER MAIN EXTENSIOf\1 & STORM DRAIN
TUSCANY CONSTRUCTION, LLC
STORM DRAIN PLAN
3956 NE 24TH STREET
9/23/2015
FIE:LDBOOK:
PAGE:
DRAWING NO:
SHEET: 5 OF: 7
STORM
JAi~ 1 4 .
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POR-rlON OF THE SE 14, NE 1/4 SECTION 4, TWP. 23 N, RGE. 5 E., W.M.
TYPE 2 CB, 54" DIA. FLOW \ [ FRAME AND SOLID COVER MARKED
CONTROL STRUCTURE PER "DRAIN" WITH LOCKING BOLTS
KCSWDM 5.3.4.A
·u--< ____ -Je:----~-: \I
FROM CHAMBER
12" INV=448.50
FROM UNDERDRAIN
4" INV=448.50
Fl OW
:fi
j ,/ ,,<I
5" MIN.II ff,f
ELBOW~~ --,
12" FLOW CONTROL STANDPIPE
OVERFLOW EL=450.83
RESTRICTOR ,--+.---<I
---INV=449.83
OFIFICE=0.69"
C
~~frr--
1
, --t,
1
+--1Nv=449.6o
~, OFIFICE=0.75" L:-F 1
.~ __ ~ ~ ~t --~~ !~ TO PERK FILTER
INV=448.50 2.0'
2.0'
<I
SHEAR GATE WITH CONTROL ROD FOR
CLEAN OUT /DRAIN (ROD BENT AS
l'IEQUIRED FOR VERTICAL ALIGNMENT
WITH COVER) SEE KCRS DWG. 2-026
PIPE SUPPORT (TYP.)
RESTRICTOR PLATE
W/ 0.63" ORIFICE
CONTROL STRUCTURE
SCALE: N.T.S.
REMOVABLE WATERTIGHT
COUPLING OR FLANGE
1-
1
2"
---! --...--...~ IT . I,
i .
i
J--\
I
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~ 6" ~
MAX.
PLATE WELDED TO
ELBOW WITH ORIFICE
AS SPECIFIED
\
\
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MIN.
6"
El BOW RESTRICTOR
SCALE: N.T.S.
MIN.
'
~
00 ..;-
' I
~
' LL
0..
TOP SLAB.
INLET.
INLET/BYPASS
MODULE.
PERK FILTER ..., --.;;N
CARTRIDGE.
BASE--
SECTION.
BOLTED & GASKETED ACCESS
COVER/HATCH, STANDARD. ALTERNATE
COVERS & GRATED INLET OPTIONS
AVAILABLE.
RISER SECTION
AS REQUIRED.
OUTJLET.
Washington
GULD*
Notes:
1.
2.
3.
4.
5.
Precast concrete structure shall be manufactured in accordance with ASTM Designation C478.
Filter system shall be supplied with traffic rated (H20) bolted & gasketed 036" circular access covers with risers as
required. Field poured concrete collar required, by others.
Inlet & outlet pipe(s) are to be 018.00" maximum. Inlet pipes must enter the structure in the inlet bay.
Inlet chamber shall be supplied with drain-down device designed to remove standing water between storm events.
Minimum separation between invert in & invert out is outlet pipe diameter plus 4.00".
O. For depths less than specified minimums contact Oldcastle® Storrnwater Solutions for engineering assistance.
* Treatment Flow Rates shown conform to Washington State GULD Specifications
Media
filtration
Perk Filter™
048.00" Manhole
Washington State GULD
One to Two Cartridges I Stacks
0 Oldcastle®
Stormwater Solutions
7921 Southpark Plc1zcJ, Suite 200 I Littloto11, CO 180120 I Pb: U00.5J9.ll!l19 I okJcaslleslormwaler.com
THIS [l(XUMENT IS THE p~QPER.TY OF OLOCASTL E PRECAGT, INC IT IS SUBMITTED FOR REfrnENCE PURPOSES ONLY AND $KALL NOT BE
USED IN ANY WAY l~URIOUS TO TliE INTERESTS OF SAID GOVPANY. COPYRIGHT© 2015 OLDCASTLE PRECAST. lNG. ALL RIGHTS RESE'1VEO
DRA'MNG NO. REV ECO EC0--0'32 DATE
PF-MH-48-WA NR 1s,J ,;77 ;15 s11 1/27/15 sHsci 1 OF 2
SURVEYED: SCALE;
HANSEN SURVEYING
CALL
VERTICAL: NAVO 198B
HORIZONTAL: NAD 1983/1991
Green Lake Engineering, LLC
6045 4th Ave. NE, Seattle, WA 98115
Phone: 206-525-5332
11-----+---------------------t----!-----t-----i DESIGNED: R. KEHRLI, P.E.
SCALE
DRAWN;
R. KEHRLI. P.E. L ONE INCH
Media
Filtration
811
-------· -----·-··----
A
_t__
Washington
GULD*
INLET,
018.00" MAX.
PIPE SIZE.
SEE NOTE 3.
OUTLET,
018.00" MAX.
PIPE SIZE.
SEE NOTE 3.
TOP SLAB & COVER NOT SHOW
IN THIS VIEW FOR CLARITY. BOL Trn & GASKETED ACCESS
COVER/HATCH, STANDARD. ALTERNATE
COVERS & GRATED INLET OPTIONS
AVAILABLE.
PIPE SIZE
INLET,
018.00" MAX.
PIPE SIZE.
SEE NOTE 3. -
DRAIN DOWN TUBE •. ---tc;.;i__
_Lh-;'21=~~
.33' [ 4.00") j
05.00" 08.00"
04.00' [ 48.00"] -
SECTION A-A
Minimum Depth
010 00" 012 00"
UTI.ET,
¢18.00" MAX.
PIPE SIZE.
SEE NOTE 3.
015.00"
MINIMUM
DEPTH
018.00"
CARTRIDGE M!NJMUM MINIMUM MINIMUM MINIMUM MINIMUM MINIMUM
DEPTH RIM DEPTH RIM DEPTH RIM DEPTH RJM DEPTH RIM DEPTH RIM TYPE TO OUTLET TO OUTLET TO OUTLET TO OUTLET TO OUTLET TO OUTLET
12" 3.67' [44.00"] -3.92'{4.µJO"j--4-17'{50,00"J--4 .4 :l'-153-00"]-e-4o+'-~OO"j--4. 91'-[ 59. OO"j-
-18"---4.4:!'[53.00")-4"6i". [56,00"] -4"92' [51sOQ") -~~=·J-~~· [65AJG"I--~7'-~1-
·12" + -t2"--~5. 11cµ;200"J--5.42'-l\i5.00"j--5.67'-168.00"1-~92/[71.00"]-6,l7'-fROO"J .flA2'. [eHlO"J-
1~~B"--f4.67'~0''}--~92' fi'+()O''j--4-1 /'-fM.OO"J-~6.4:l'-f/.7-.00"j-~ 6. 61"-!W. OO"j--6. 9:l'-[83 .00'',
048.00" PERK FILTER MANHOLE
TREATMENT FLOW RATES, TOTAL FLOW CAPACITIES & MAXIMUM HEAD LOSS
CARTRIDGE STACK CONFIGUF{ATION
CARTRIDGE 12" 18" 12"&12" 12"& 18"
STACK TREATMENT TOTAL FLOW TREATMENT TOTAL FLOW TREATMENT TOTAL FLOW TREATMENT TOTAL FLOW
QUANTITY FLOW RATE CAPACITY FLOW RATE CAPACITY FLOW RATE CAPACITY FLOW RATE CAPACITY
(GPM / CFS) (CFS) (GPM I CFS) (CFS) (GPM I CFS) (CFS) (GPM I CFS) (CFS)
1 6.8 I 0.015 2.47 ·18c21-1J,9.22-f--------3:-G-e---'---1--&&+0:-93---·-"% ·--17-/-rHi/,7 --3,62--
-2---~1-3--.6 / O-.Q-3----2A7 -;c,'Q.4 /-\JcB45 ~3,05----·27-c2-/0.06-----3.4§------34+8c87+-I----4-ce-2--
MAXIMUM
HEAD LOSS 1.7 FEET --u.FEE+ 2.9 ,G:EE+ ...."" .-e!E=F -
Perk FilterTM 0 Oldcastle®
Stormwater Solutions 048.00" Manhole
Washington State GULD
7921 Southpark Plaza, Suite 200 I Littleton, CO I 80120 I Ph: 800.579.88191 oldcastlestormwater.com
THIS DOCUMENT IS fHE PROPERrYOF OWCASTLE PRECAST, INC. IT IS SUJMITIED FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE
USED IN /\NY WAY INJURIOUS TO THE ·NTERESTSOF SAID COMPANY. COPYRIGHT@ ~15 OLDCASTLE PRECAST, INC. ALL RIGHTS RESERVED.
One to Two Cartridges I Stacks DRAWlNG NO. REV ECO EC0-0132 DATE
PF-MH-48-WA NR 1s,; 4/27/1o ISM 4/27/15 SIIEET 2 OF 2
BEFORE
CITY OF
RENTON
RECOMMENDED FOR APPROVAL
BY: ___________ _
BY: ___________ _
BY: __ _ DATE: _____ _
YOU DIG
BY: _____________ _ DATE: _______ ]
WA TEf? MAIN EXTENSIOI\I & STORM DRAIN
TUSCANY COI\ISTRUCTION, LLC
9/23/2015
Fla.DBOOK:
PAGE;
DRAWING NO: email: bob.kehrli@greenlakeengineering.com
Contact : Bob Kehrli, PE
CHECKED:
1-----t----------------------+---+----t-----l C. WILLIAMS, P.E. I AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
FLOW CONTROL & WATER QUALITY DETAILS
3956 NE 24TH STREET Planning/Building/Public Works Dept.
NO. REVISION BY DATE APPR APPROVED: SHEET: 6 OF: 7
STORM
JAh 1 4 Z016
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ACCEPTABLE FILL MATERIALS: STORMTECH sc.310 CHAMBER SYSTEMS
----------------
MATERIAL LOCATION
I
FJNAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS I
FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM
DESCRIPTION
-------------
/\NY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER
ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT
SUBGRADE REQUIREMENTS.
D l'OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED I
GKADE ABOVE. NOTE THAT PAVEMENT SUBBASE
MAY BE PART OF THE 'D' LA YER C---i-c--~= --------------~-
C
INITIAL Fill: FILL MATERIAL FOR LAYER 'C'
STAH.TS FROM THE TOP OF THE El,!BEDMENT
STONE ('B' LAYER) TO 18" (450 rn1n) ABOVE THE
TOP OF THE CHAMBER. NOTE THAT PAVEMENT
SUBBASE MAY BE A PART OF THE 'C' LAYER.
GRANULAR WELL-GRADED SOIUAGGREGATE MIXTURES. <35%
FINES OR PROCESSED AGGREGATE.
MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU
OF THIS LAYER
P.ASHTO MATERIAL --C-OM-PACTION / DENSITY
CLASSIFICATIONS REQUIREMENT --1------=-~~-----I
NIA
MSHTO M145'
A-1,A-2-4.A-3
OR
AASHTO M431
3, 357, '1, 467, 5. 56, 57, G, 67, GB. 7. 78, 8, 89,
9, 10
PREPARE PER SITE DESIGN ENGINEER'S PLANS
PAVED INSfALLATIONS MAY HAVE STRINGENT
MATERIAL AND PREPARArlON REQUIREMENTS
BEGIN COMPACTIONS AFTER 1:t• (300 mm) OF
MATERIAL OVER THE CHAMBERS IS REACHED.
COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX
LIFTS TO A MIN. 95% PROCTOR DENSITY FOR
WELL GRADED MATERIAL AND 95% RELATIVE
------------'---------
DENSITY FOR PROCEssrn AGGRE:GA rE
MATERIALS. ROLLER GROSS VEHICLE WEIGHT
NOT TO EXCEED 12,000 lbs (53 kN) DYNAMIC
FORCE NOT TO EXCEED 20,000 lbs (89 kN).
I-_ ----NO COIV1PACTION REQUIRED B
A
EMBEDMENT STONE: FILL SUR.ROUNDING THE
CHAMBERS FROM THE FOUNDATION STONE ('A'
U\YER) TO THE 'C' LAYER. ABOVE.
FOUNDATION STONE: FILL BELOW CHAMBERS
FROM THE SUBGRADE UP TO THE FOOT (BOTTOM)
OF THE CHAMBER.
~--L _______ ---
PLEASE NOTE·
CLEAN, CRUSHED, ANGULAR. STONE, NOMINAL SIZE
DIS TR.IBUTION BETWErn 3/4-2 INCH (20-50 mm)
CLEAN. CRUSHED, ANGULAR STONE, NOMINAL SIZE
DISTRIBU rlON BETWEEN 314-2 INCH (20-50 rnrn)
--------------~---
MSHTO M43'
3,357, 4,467, 5, 5G, 51
---~
I PLATE COMPACT OR ROLL TO ACHIEVE A FLAT
SURFACE. 2 '
AASHTO M43'
3, 357, 4, 467, 5, 56, 57
1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED,
ANGULAR NO. 4 (MSHTO M43) STONE".
2. STORMTECH COMPACTION REQUIREMENTS /\RE MET FOR 'A' LOCATION rvtATERIALS WHEN PLACED AND COM PAC fED IN 6" (150 111111) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.
3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS. A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOU r COMPACTION
EQUll-'MENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS.
ADS GEOSYNTHETICS 601T NON-WOVEN GEO TEXTILE ALL AROU~JD
CLEAN CRUSHED, ANGULAR STONE IN A & B LAYERS
EXCAVATION WALL
(CAN BE SLOPED OR VERTICAL)
12" (300 mm) MIN -
-,
SC-310
END CAP --34" (865 mm) G"
(150 mm) MIN
16"
(405 mm)
:1-.-·L 6"(150mm)
l---12" (300 mm) TYP
NOTES:
SC-310 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F21\18 "STANDARD SPECIFICATION FOR POLYPR.OPYLENE (PP) CORRUGATED 'NALL SlOR"..-lWATER COLLECTION CHAMBERS", OR ASTM
F2922
"STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
2 SC-310 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION
CHAMBERS".
J "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS.
,1 THE "SITE DESIGN ENGINEER" REFERS TO THE ENGINEER RESPONSIBLE FOR THE DESIGN AND LAYOUT OF THE STORMTECH CHAMBERS FOR THIS PROJECT
5. rHE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEAR.ING C/\PJ\CITY) OF THE SUBGRADE SOILS AND Tl IE DEPTH OF FOUNDATION STONE WITH
CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS
C. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS
7 ONCE LAYER 'C' IS PL.ACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAY EK 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF
LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION
STORMTECH HJGHI_Y RECOMMENDS ~
FLEXSTORM PURE INSERTS IN ANY UPSTREAM
STRUCTURES WITH OPEN GRATES
OPTIONAL INSPECTION PORT
r
24" SUMP DEPTH
CATCH BASIN
OR
MANHOLE
12" (300 mm) HOPE ACCESS PIPE REQUIRED
USE FACTORY PRE-FABRICATED END CAP
PART#: SC310EPE 12B
sc.310 END CAP
TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN
GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS
4' (1.2 rn) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS
SC-310 ISOLATOR ROW DETAIL
NTS
INSPECTION & MAINTENANCE
STEf--' 1)
STEP 2)
STEP 3)
STEP4)
NOTES ---
INSPECT ISOLATOR ROVI/ FOR SEDIMENT
I\. INSPECTION PORTS (IF PRESENT)
A.\. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN
A.2 REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED
/\.3. USING A FLJ\SHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG
A.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)
A.5 IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3
B. ALL ISOLATOR ROWS
B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAlv1 END OF ISOLATOR ROW
B.2 USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE
i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY
ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY If ENTERING MANHOLE
B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3
CLEM~ OUT ISOLATOR ROW USING THE JETVAC PROCESS
A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45'' (1.1 m) OR MORE IS PREFERRED
B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN
C. VACUUM STRUCTURE SUMP AS REQUIRED
REPLACE ALL COVERS. GRATES. FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.
INSPE:CT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.
1. IMSPECT EVE/-1.Y G MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS
OBSERVATIONS OF SEDIJ\,1ENT ACCUMULATION AND HIGH WATE/-1. ELEVATIONS.
2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.
Green Lake Engineering, LLC
6045 4th Ave. NE, Seattle, WA 98115
Phone: 206-525-5332
FLEXSTORM CATCH IT
PART# 6212NYFX
WITH USE OF OPEN GRATE
10" (250 mm) INSERTA TEE
PART#10N12ST311P
INSERT/\ TEE TO BE CENTERED
ON CORRUGATION CREST
SC-310 INSPECTION PORT DETAIL
NTS
email: bob.kehrli@greenlakeengineering.com
Contact : Bob Kehrli, PE
NO. REVISION
z
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PORTION OF THE SE 14, NE 1/4 SECTION 4, TWP. 23 N, RGE. 5 E., W.M.
6 //
BY
12" OUTLET TO
INLET MANIFOLD
48" DIA. TYPE 2
CATCH BASIN
------
' WEIR WALL
SEE /\IOTES
DIVERSION
STRUCTURE #1
(DIVERSION
48" DIA. TYPE 2
CATCH BASIN
I
I
~--
J
6" INLET, INV=448.50 ~
STRUCTURE #1 ONLY)
<I
TOP
<J
<J
Ll
Ll L]
,,
Ll
<J
OF
d
<J
12" OUTLET TO \
INLET tv1ANIFOLD --
y--,
[JJ 48" DIA. TYPE 2
CATCH BASIN
(
12" OUTLET To~~~~/
ISOLATOR ROW
====
I
I
\
I
_.(1.J__ __ ___,___ --
l
WEIR 449.50 -;.,---------..... LI <l
\ <I
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'
" ~ J •I L]
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CAST IN PLACE ~
WEIR WALL
<J
4·' WEIR WALL , ,
L] \
____ \ \
" <J \" \
SEE NOTES
LI
_ __L_
DIVERSION
STRUCTURE #2
NOTES
<I
<I
1. PROVIDE REI/\IFORCING,
REBAR @ 12" O.C. IN WEIR.
2. GROUT WEIF, WALL TO
INSIDE OF CATCHBASIN.
Q
-~-)
0 i -~~ OUTLET TO
J ISOLATOR ROW
INV=448.50
I
:!
'14 fr
;l
I
~ ---------------RECOMMENDED FOR APPROVAL <I
BY: ____________ _ DATE: _____ _
~ST~O~R~M~T~E~C~H--=--D~IV~E~R~Sl~O~N--=-ST~R~U=----:c-CTURES BY: ___________ _ DATE: _____ _
SURVEYED:
HANSEN SURVEYING
DESIGNED:
R. KEHRLI, P.E.
DRAWN:
R. KEHRLI, P.E_
CHECKED:
C. WILLIAMS, P.E.
DATE APPR APPROVED:
SCAl£:
SCALE
ONE INCH
AT FUU. SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CALL
VERTICAL; NAVO 1938
HORIZONTAL; NAO 19B3/1991
SCALE: N.T.S. BY: ___________ _ DATE: _____ _
BY: DATE: _____ _
__I 811 BEFORE YOU DIG ] _________ _
CITY OF
RENTON
Planning/Building/Public Works Dept.
DRAIN
LLC
WATER MAIN EXTENSION & STORM
TUSCANY CONSTRUCTION,
STORMTECH DETAILS
3956 NE 24TH STREET
9/23/2015
FIELDEIOOK:
PAGE:
DRAWING NO:
SHEET: 7 OF, 7
STORM
JAi~ 14 ?°