HomeMy WebLinkAboutCD-3868SetA PORTION OF THE NW 1/4, OF THE SE 1/4, SECTION 14, TOWNSHIP 23 N., RANGE 5 FAST., W.M., CITY OF RENTON, WASHINGTON
MAIR SHORT PLAT
RENTON, WASHINGTON
LAND USE PERMIT # LUA14-000708, SHPL-Am MOD
LEGAL DESCRIPTION
PER FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT N0. 4209-2154099, DATED
SEPTEMBER 11, 2013.
PARCEL A OF BOUNDARY LINE ADJUSTMENT NUMBER L03LOO13 RECORDED JULY 23, 2004
UNDER RECORDING NUMBER 20040723900002, IN THE OFFICIAL RECORDS OF KING COUNTY,
WASHINGTON.
SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON.
TAX PARCEL NUMBER: 1423059022
SITE ADDRESS: 13606 156TH AVE SE, RENTON, WA 98059
CALCULATED CENTER SECTION
PER REC. NO. 20040723900002
Ac PLAT 229/'034-042 — — — — (CENTERLINE PER BLA)
N 87'55'46" W (S 88.14'38" E—BLA)
0
PO
23
30'
SOUTH 1/4 CORNER
SECTION 14-23-5
FOUND MON. IN CASE
VISITED 11/2013)
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
S ITE
13606 156th AVENUE SE
142305-9022
S 88°38'04" E 2617.72'
S 88'56'56" E 2617.72'—BLA)
L.
a.
O•`r,
274Q0
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s S ONAL 12/09/20151 N0.
UTILITY PERMIT #U15005219
VICINITY MAP
f FOUND MON. IN CASE
PL
CIN OF RENTON
VISITFD 10/2013)
SITE
GAS: PUGET SOUND ENERGY (PSE)
PHONE: QWEST
CITY OF RENTON CONTROL
COMCAST
FIRE:
NETWORK POINT #1852
ujcn
Q
RENTON SCHOOL DISTRICT
N: 180904.0837 FEET
PROJECT
E: 1316622.383 FEET
Q
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SE 137TH ST
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NETWORK POINT #2127
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FOUND MON. IN CASE bo
VISITED 10/2013) p Z
N 73°3o's
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7 1440,
23
30'
SOUTH 1/4 CORNER
SECTION 14-23-5
FOUND MON. IN CASE
VISITED 11/2013)
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
S ITE
13606 156th AVENUE SE
142305-9022
S 88°38'04" E 2617.72'
S 88'56'56" E 2617.72'—BLA)
L.
a.
O•`r,
274Q0
O •' 1
sS ONAL 12/09/20151 N0.
UTILITY PERMIT #U15005219
VICINITY MAP
TOPOGRAPHIC AND BOUNDARY SURVEY
PROVIDED BY OWNER
OFFE ENGINEERS, PLLC ASSUMES NO LIABILITY
FOR ACCURACY OR COMPLETENESS.
FOUND MON. IN CASE
VISITED 11/2013)
14 13
23 24
REVISED PER CITY COMMENTS
REVISION
IMPERVIOUS AREAS:
EXISTING = 11,340 SQUARE FEET
DEVELOPED = 10,435 SQUARE FEET
SITE AREA = 26,857 SQUARE FEET
DISTURBANCE AREA = 12,000 SQUARE FEET
VERTICAL DATUM: NAVD 1988
CIN OF RENTON CONTROL POINT #2103
UTILITIES:
CONDITIONS OF APPROVAL
THE MAIR SHORT PLAT, FILE NO. LUA14-000708; SHPL—A, MOD IS APPROVED WITH
CONDITIONS AS LISTED BELOW. THE MAIR SHORT PLAT MODIFICATION REQUEST FOR
SE 2nd PLACE IS APPROVED IN PART AND DENIED IN PART. THE MAIR SHORT PLAT
IS SUBJECT TO THE FOLLOWING CONDITIONS:
1. THE APPLICANT SHALL DEMOLISH AND/OR REMOVE ALL EXISTING STRUCTURES,
INCLUDING THE REAR YARD SHED ROOF PROPOSED FOR REMOVAL PRIOR TO FINAL SHORT
PLAT RECORDING. EVIDENCE OF THE REMOVAL OF THE SHED ROOF THAT CREATES A
NON—CONFORMING REAR YARD SETBACK FOR LOT 1 SHALL BE PROVIDED TO THE
CURRENT PLANNING PROJECT MANAGER FOR THE OFFICAL FILE. A DEMOLITION PERMIT
SHALL BE OBTAINED AND FINAL INSPECTION PERFORMED FOR THOSE STRUCTURES
PRIOR TO SHORT PLAT RECORDING.
2. A REVISED DETAILED LANDSCAPE PLAN SHALL BE PROVIDED AND APPROVED PRIOR TO
CONSTRUCTION PERMIT ISSUANCE, TO BE PROVIDED TO THE CURRENT PLANNING PROJECT
MANAGER SHOWING THE FOLLOWING:
a. ANY EXISTING OR PROPOSED FENCE ON THE TWO PROPERTIES, WHERE THE FENCE
SHALL NOT EXCEED THE MAXIMUM HEIGHT ALLOWANCES, AND THE PLAN PROVIDES THE
HEIGHT, TYPE OF FENCE AND MATERIAL;
b. MAPLES zAND CHERRY TREE SPECIES ARE NOT ' ALLOWED UNLESS APPROVED BY THE
CITY ARBORIST FOR RIGHT—OF—WAY PLANTING STRIP TREES;
c. TEN FEET LANDSCAPE AREA IN THE FRONT YARD A STREET FOR LOT 1 THAT HAVE
THE REQUIED MIX OF SHRUBS, TREES, AND GROUNDCOVER; AND
d. THE EXISTING AND PROPOSED EVENDELL MONUMENT SIGN AND PLANTING LOCATION.
3. THE APPLICANT SHALL BE REQUIRED TO RELOCATE THE MONUMENT SIGN FOR EVENDELL
THAT CURRENTLY EXISTS IN THE SE 2nd PLACE FRONTAGE TO A NEARBY LOCATION AS
APPROVED BY THE CURRENT PLANNING PROJECT MANAGER, PRIOR TO FINAL SHORT PLAT
RECORDING.
4. THE APPLICANT SHALL PROVIDE A 35—FOOT CURB RETURN RADIUS AT THE SOUTHEAST
CORNER OF THE STREET INTERSECTION AT SE 2nd PLACE AND 156th AVENUE SE.
5. THE APPLICANT SHALL IDENTIFY THE NEAREST BUS STOPS FOR EACH OF THE SCHOOLS
THAT FUTURE STUDENTS WOULD ATTEND, AND PROVIDE A SCHOOL BUS STOP PLAN WITH
SAFE WALKING ROUTES TO BETWEEN THE STOPS AND THE SUBJECT PARCELS, TO BE
PROVIDED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER, PRIOR TO
CONSTRUCTION PERMIT ISSUANCE.
6. THE APPLICANT SHALL PROVIDE THE WATER SERFICE AVAILABILITY CERTIFICATE AND
APPROVED WATER PLAN AS PART OF CONSTRUCTION PERMIT APPLICATION.
WATER:
SE 2ND PL
CIN OF RENTON
POWER:
SITE
GAS: PUGET SOUND ENERGY (PSE)
PHONE: QWEST
CABLE: COMCAST
FIRE: CIN OF RENTON
ujcn
Q
RENTON SCHOOL DISTRICT
w
ui
PROJECT
Q LOCATION
N. SE 137TH ST
H
w
V)
L a
LO
SE 138TH ST
SE 138TH PL
N
TOPOGRAPHIC AND BOUNDARY SURVEY
PROVIDED BY OWNER
OFFE ENGINEERS, PLLC ASSUMES NO LIABILITY
FOR ACCURACY OR COMPLETENESS.
FOUND MON. IN CASE
VISITED 11/2013)
14 13
23 24
REVISED PER CITY COMMENTS
REVISION
IMPERVIOUS AREAS:
EXISTING = 11,340 SQUARE FEET
DEVELOPED = 10,435 SQUARE FEET
SITE AREA = 26,857 SQUARE FEET
DISTURBANCE AREA = 12,000 SQUARE FEET
VERTICAL DATUM: NAVD 1988
CIN OF RENTON CONTROL POINT #2103
UTILITIES:
CONDITIONS OF APPROVAL
THE MAIR SHORT PLAT, FILE NO. LUA14-000708; SHPL—A, MOD IS APPROVED WITH
CONDITIONS AS LISTED BELOW. THE MAIR SHORT PLAT MODIFICATION REQUEST FOR
SE 2nd PLACE IS APPROVED IN PART AND DENIED IN PART. THE MAIR SHORT PLAT
IS SUBJECT TO THE FOLLOWING CONDITIONS:
1. THE APPLICANT SHALL DEMOLISH AND/OR REMOVE ALL EXISTING STRUCTURES,
INCLUDING THE REAR YARD SHED ROOF PROPOSED FOR REMOVAL PRIOR TO FINAL SHORT
PLAT RECORDING. EVIDENCE OF THE REMOVAL OF THE SHED ROOF THAT CREATES A
NON—CONFORMING REAR YARD SETBACK FOR LOT 1 SHALL BE PROVIDED TO THE
CURRENT PLANNING PROJECT MANAGER FOR THE OFFICAL FILE. A DEMOLITION PERMIT
SHALL BE OBTAINED AND FINAL INSPECTION PERFORMED FOR THOSE STRUCTURES
PRIOR TO SHORT PLAT RECORDING.
2. A REVISED DETAILED LANDSCAPE PLAN SHALL BE PROVIDED AND APPROVED PRIOR TO
CONSTRUCTION PERMIT ISSUANCE, TO BE PROVIDED TO THE CURRENT PLANNING PROJECT
MANAGER SHOWING THE FOLLOWING:
a. ANY EXISTING OR PROPOSED FENCE ON THE TWO PROPERTIES, WHERE THE FENCE
SHALL NOT EXCEED THE MAXIMUM HEIGHT ALLOWANCES, AND THE PLAN PROVIDES THE
HEIGHT, TYPE OF FENCE AND MATERIAL;
b. MAPLES zAND CHERRY TREE SPECIES ARE NOT ' ALLOWED UNLESS APPROVED BY THE
CITY ARBORIST FOR RIGHT—OF—WAY PLANTING STRIP TREES;
c. TEN FEET LANDSCAPE AREA IN THE FRONT YARD A STREET FOR LOT 1 THAT HAVE
THE REQUIED MIX OF SHRUBS, TREES, AND GROUNDCOVER; AND
d. THE EXISTING AND PROPOSED EVENDELL MONUMENT SIGN AND PLANTING LOCATION.
3. THE APPLICANT SHALL BE REQUIRED TO RELOCATE THE MONUMENT SIGN FOR EVENDELL
THAT CURRENTLY EXISTS IN THE SE 2nd PLACE FRONTAGE TO A NEARBY LOCATION AS
APPROVED BY THE CURRENT PLANNING PROJECT MANAGER, PRIOR TO FINAL SHORT PLAT
RECORDING.
4. THE APPLICANT SHALL PROVIDE A 35—FOOT CURB RETURN RADIUS AT THE SOUTHEAST
CORNER OF THE STREET INTERSECTION AT SE 2nd PLACE AND 156th AVENUE SE.
5. THE APPLICANT SHALL IDENTIFY THE NEAREST BUS STOPS FOR EACH OF THE SCHOOLS
THAT FUTURE STUDENTS WOULD ATTEND, AND PROVIDE A SCHOOL BUS STOP PLAN WITH
SAFE WALKING ROUTES TO BETWEEN THE STOPS AND THE SUBJECT PARCELS, TO BE
PROVIDED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER, PRIOR TO
CONSTRUCTION PERMIT ISSUANCE.
6. THE APPLICANT SHALL PROVIDE THE WATER SERFICE AVAILABILITY CERTIFICATE AND
APPROVED WATER PLAN AS PART OF CONSTRUCTION PERMIT APPLICATION.
WATER: KC WATER DISTRICT #90
SEWER: CIN OF RENTON
POWER: PUGET SOUND ENERGY (PSE)
GAS: PUGET SOUND ENERGY (PSE)
PHONE: QWEST
CABLE: COMCAST
FIRE: CIN OF RENTON
SCHOOL: RENTON SCHOOL DISTRICT
BROKEN AND MUTILATED FLAT BRASS DISC OF UNKNOWN
ORIGINAL DIAMETER WITH NO VISIBLE_ MARKINGS OR
STAMPINGS FLUSH WITH THE EXISTING CONCRETE
PAVING AT THE CONSTRUCTED INTERSECTION OF
SE 128TH STREET & 156TH AVENUE SE
ELEVATION = 547.942 FEET
DENOTES ELEVATION FROM STORM ASBUILTS
RECEIVED FROM CITY OF RENTON ON PLAN ENTITLED
EVENDELL, ROAD & STORM DRAINAGE PLAN"
PREPARED BY CORE DESIGN WITH A LAST REVISION
DATE OF 03-13-06. DUE TO TRAFFIC ON 156TH
AVE SE WE ARE UNABLE TO ACCESS THE
STRUCTURES TO GET INVERT ELEVATIONS.
HANSEN SURVEYING W IU3/lNl
DESKRAED.
D.L. OFFE, P.E.
DRWM:
D.L. OFFE, P.E.
owe way DATUMDLO8/18/15 c ac n: AT
FWTOWIM
BY DATE AP P R SCAZ *gCor°1N y
CITY OF
RENTON
Planning/Building/Public Works Dept.
CONTACT INFORMATION
OWNER: ANDREW MICHAEL CONSTRUCTION, LLC
ATTN: BOB WENZL
P.O. BOX 6127
BELLEVUE, WASHINGTON 98008
OFFICE: 206-714-6707
EMAIL: bobObelmonthomeswa.com
ENGINEER: OFFE ENGINEERS, PLLC
ATTN: DARRELL OFFE, PE
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058-7832
OFFICE: 425-260-3412
EMAIL: darrell.offe0comcast. net
SURVEYOR: HANSEN SURVEYING
ATTN: RODENY HANSEN, PLS
17701 108TH AVENUE SE, PMB 208
RENTON, WASHINGTON 98055
OFFICE: 425-235-8440
hansensurvey®comcast. net
TABLE OF CONTENTS
SHEET NUMBER
1
2
3
4
5
6
7
8
TITLE
COVER SHEET
LAYOUT/COMPOSITE UTILITY PLAN
EROSION CONTROL/TREE RETENTION PLAN
ROAD WIDENING/GRADING PLAN & PROFILE
DETAILS & NOTES
STORM BMP'S & DETAILS
LANDSCAPE PLAN
TOPOGRAPHIC SURVEY
RECOMMENDED FOR APPROVAL
By: Date: 1211.5-115
By: Date:
By: Date:
By: Dote:
MAIR SHORT PLAT
ANDREW MICHAEL CONSTRUCTION, LLC
COVER SHEET
13606 156th AVENUE SE
12/09/2015
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UNU3S, '07WERVASE SHOWN ON PLAN. SWC 1EKR SHALL. HAVE
A M*&KlM 25! COVER AT PROPERTYLl 51
LovEC40 fiR
t tTHANTHELSTHOU$E ELEVATION, IS LOWER,
PIMUC WOW STARADAM WIM RD. PIM — 4M
DEPART)MT
JIMIN TO L ) JANUARY W13
Cz I I PRI Th'Dpm ciamw-no.N,
TEXT OF **M%!Tlpw
property contaim: a Itorrmatwimena0mem flow, cordng 6. iV, ?est management p;,actice) called a
peftwoo pipe, r n:''vAi s iMalled to reicWn 1*$1Drmwwer runoff Impacts of some or all of
tw irripervious surfaoe on your Property A perforated pipe wirvx-cuon Is a lerd+ of drainage convey knce
pipe with holes in the bottmn . desriOned w, "leak runoff eorrmfW By the pipe. Into a gravel filed trench
where It can be soWwd Into the surrounding soil. The corvwcdw Is-' Wnded to provide oppoMAty ior
filtration of any runoff stat is being oonveyed,from 'en Impervicus'surkwe (usualily a root] to a locarl
drain" system su& as a ditch lar roadway.pipe system.
The size and composibi.,4; J the perforated, pipe connection as depicwj by the Clow control BMP site plan
and design cletags must be maintained -eno may, not be charvqW without written approval either from the
King County Water and .and Resources Division or through a future, devokpmrit permit from King
County. The soil overtop of the perforated pt fl of the syown must not be compacted or covered with
kopervious materials.
nGUTRF, C.7.1 I A PERFORATED P13PF. COINNECMN POR A SINGbE FAMILY RESWKNCE
r&rodorn 0
61 f6w fabric
6"peqf piper
min
ille 3/4"washed red
L 24' mvin--
in 4 X -l! NOT N
WS
slope
to road
drayage system
z x 10,
11" bench
W./ped pipe
PL-A- YEW.10-F-1191,00 ..
NTS
Sudwe Water Design %..4anual Appendix(- I
C-81
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
L.
l, w,s yi r,
2-
274W
N Goo
NAL 12/09/2015 NO -
INSTALL NEW 1" WATER
SERVICE, WD 90 C. B
RIV1 4 79.21
INV=12" INSTALL NEW 6" SEWER 476.301"'
No ) SERVICE PER DETAIL LEFT INV=476.271 2E)
IE=477.00 6" (NEW)
T SE 2nd PLACE
MAIN,
7 — ---------
EX. SEWER SERVICE L4
FOR LOT 1 EX. WATER SERVICE 0 ALL SANITARY SIDE SEWER STUBS SHALL BE PVC PLACED
FOR LOT 1 AT MINIMUM SLOPE=2.00%, TYPICAL.
18 LF. 6'
9
PVC
173.38' OS=2.00%
78.02'
89.86'
IE=469.00
R=25.00'1 m —
ALL
AT '
00
L=39.97'
A =91'35'57"
0 Ln
0 OD 10' PERFORATED PIPE
CONNECTION IN TRENCH TO BE
0-) INSTALLED AS PART OFCONNECTEXISTINGHOU
A
TO SEWER, UNDER SEPARATE PER /IT BUILDING PERMIT FOR
LOT 2, SEE DETAIL
1R WW AREA TO BE DEEDED
M ITO CITY OF RENTON LOT DRAINAGE NOTES:
Z A=7447 SQUARE FEET EXISTING HOUSE
I Ln
PROPOSED BMP INCLUDES REDUCED IMPERVIOUS
TO REMAINC SURFACES ON THE DEVELOPED LOTS
M:
09 4:-P\o 1 = 3,306 SQ. FT. Cj P. 0 , LOT DEVELOPED IMPERVIOUS
Cr LOT 2 DEVELOPED IMPERVIOUS = 2,600 SQ. FT. rocf) Cb It
M LAI
10' PERFORATED PIPE0
CONNECTION IN TRENCH TO BE
INSTALLED AS PART OF
M I
M I I BUILDING PERMIT FOR
I lot LOT 1, SEE DETAIL
0
n
10' PERFORATED PIPE
CONNECTION IN TRENCH TO BE
owo,
INSTALLED AS PART OF
BUILDING PERMIT FOR
4" WALL DRAIN EXISTING GARAGE LOT 2, SEE DETAIL
TO REMAIN
12 CPL__:,_
r
t. 137-55'
ch
56.02'
wll__ — ------ S 199-07 EXISTING PUBLIC STORM
w.
DRAINAGE EASEMENTSD -----
z
CBSLL
RIV=477.45
INKY -66.35 12 E
vt CB INV=466.35 2"S
RIM 475.59
INV=465.691 2 N)
LOT ADDRESSES:
X
PROPERTY UNEL
EX, ,'DETETNION
0 VAULT
3* -a*
FUIM
16" ISUILDING SEW IVE StALD1101 Kiln I
TM t4*WW 4o` STUD MAf4M POST PAINIM
STH 6" SWE 00UT WYE WHITE " INE vow assw 87DOLMSIJACECLEANOUTVI'M 1
476
IN r Him @Lux umm NO 06 MECASTOM00 & COMIR WAMED NtOUND WC SM MID
V"DAN WM 0S MWO TO W TW OF *C SILV. 75 OR AMMOVO 9QUAL.
SPECFY OSEWW ON Ulk
SM SM. KM 4"1 FOR
SIR M 2nn INSTALLATION)
ACCEPTABLE PROOEDURES FOR ZOE SEWIM CONNEC111OW TO MAIN
LINES ARE AS FOLLOWSk
A. VITRIFIED CLAY MAIN - CUT IN A NEW SECTION OF KVM MAN WITH
A NEW TEE LEM FLEME COUPUMOS
FUMM Olt N"KM EQUAL),
B. CONCRETE MAW - CUT IN A NEW SECTION OF SEMAR MAW VATH
A NEW TEE U0110 FLEOSLE COUPLRM
FDNW C& APP*OM IEQUAL
C. PVC MAIN - CORE-DIN1110 VM A ROMAC SADDLE (OR 0010ROIIE'D
EQUAL) OR CUT IN A NEW IM USM RW COUPL."M
D. DUCTILE IRON MAIN - CONE-ONIED " A RMW SADDLE (Olt
M"WYM EQUAL)
E MAW= CONNECTION -. ALL CODNEJCTIDwIS TO MANHOLES SHALL K
AT M#"ACIUM 04= --OM OR 7K
slwu%ty $HALL K MORE-DWAD.
60" ALLOWMILE MAX.
FOR CAST IRON
OR DUCnLE IRON PIPE.
1:3:5 MIX
CONCRETE
BLOOCING
MIN SLOPE
HONZ(NTAL
67' SIDE (' 1MET TEE
6 MAW SE1111M MAIN
SEWER FMXALWE LFVAMQN
Art 1= Al MaIrl
ULM, 0
WTIE;
UNU3S, '07WERVASE SHOWN ON PLAN. SWC 1EKR SHALL. HAVE
A M*&KlM 25! COVER AT PROPERTYLl 51
LovEC40 fiR
t tTHANTHELSTHOU$E ELEVATION, IS LOWER,
PIMUC WOW STARADAM WIM RD. PIM — 4M
DEPART)MT
JIMIN TO L ) JANUARY W13
Cz I I PRI Th'Dpm ciamw-no.N,
TEXT OF **M%!Tlpw
property contaim: a Itorrmatwimena0mem flow, cordng 6. iV, ?est management p;,actice) called a
peftwoo pipe, r n:''vAi s iMalled to reicWn 1*$1Drmwwer runoff Impacts of some or all of
tw irripervious surfaoe on your Property A perforated pipe wirvx-cuon Is a lerd+ of drainage convey knce
pipe with holes in the bottmn . desriOned w, "leak runoff eorrmfW By the pipe. Into a gravel filed trench
where It can be soWwd Into the surrounding soil. The corvwcdw Is-' Wnded to provide oppoMAty ior
filtration of any runoff stat is being oonveyed,from 'en Impervicus'surkwe (usualily a root] to a locarl
drain" system su& as a ditch lar roadway.pipe system.
The size and composibi.,4; J the perforated, pipe connection as depicwj by the Clow control BMP site plan
and design cletags must be maintained -eno may, not be charvqW without written approval either from the
King County Water and .and Resources Division or through a future, devokpmrit permit from King
County. The soil overtop of the perforated pt fl of the syown must not be compacted or covered with
kopervious materials.
nGUTRF, C.7.1 I A PERFORATED P13PF. COINNECMN POR A SINGbE FAMILY RESWKNCE
r&rodorn 0
61 f6w fabric
6"peqf piper
min
ille 3/4"washed red
L 24' mvin--
in 4 X -l! NOT N
WS
slope
to road
drayage system
z x 10,
11" bench
W./ped pipe
PL-A- YEW.10-F-1191,00 ..
NTS
Sudwe Water Design %..4anual Appendix(- I
C-81
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
L.
l, w,s yi r,
2-
274W
N Goo
NAL 12/09/2015 NO -
INSTALL NEW 1" WATER
SERVICE, WD 90 C. B
RIV1 4 79.21
INV=12" INSTALL NEW 6" SEWER 476.301"'
No ) SERVICE PER DETAIL LEFT INV=476.271 2E)
IE=477.00 6" (NEW)
T SE 2nd PLACE
MAIN,
7 — ---------
EX. SEWER SERVICE L4
FOR LOT 1 EX. WATER SERVICE 0 ALL SANITARY SIDE SEWER STUBS SHALL BE PVC PLACED
FOR LOT 1 AT MINIMUM SLOPE=2.00%, TYPICAL.
18 LF. 6'
9
PVC
173.38' OS=2.00%
78.02'
89.86'
IE=469.00
R=25.00'1 m —
ALL
AT '
00
L=39.97'
A =91'35'57"
0 Ln
0 OD 10' PERFORATED PIPE
CONNECTION IN TRENCH TO BE
0-) INSTALLED AS PART OFCONNECTEXISTINGHOU
A
TO SEWER, UNDER SEPARATE PER /IT BUILDING PERMIT FOR
LOT 2, SEE DETAIL
1R WW AREA TO BE DEEDED
M ITO CITY OF RENTON LOT DRAINAGE NOTES:
Z A=7447 SQUARE FEET EXISTING HOUSE
I Ln
PROPOSED BMP INCLUDES REDUCED IMPERVIOUS
TO REMAINC SURFACES ON THE DEVELOPED LOTS
M:
09 4:-P\o 1 = 3,306 SQ. FT. Cj P. 0 , LOT DEVELOPED IMPERVIOUS
Cr LOT 2 DEVELOPED IMPERVIOUS = 2,600 SQ. FT. rocf) Cb It
M LAI
10' PERFORATED PIPE0
CONNECTION IN TRENCH TO BE
INSTALLED AS PART OF
M I
M I I BUILDING PERMIT FOR
I lot LOT 1, SEE DETAIL
0
n
10' PERFORATED PIPE
CONNECTION IN TRENCH TO BE
owo,
INSTALLED AS PART OF
BUILDING PERMIT FOR
4" WALL DRAIN EXISTING GARAGE LOT 2, SEE DETAIL
TO REMAIN
12 CPL__:,_
r
t. 137-55'
ch
56.02'
wll__ — ------ S 199-07 EXISTING PUBLIC STORM
w.
DRAINAGE EASEMENTSD -----
z
CBSLL
RIV=477.45
INKY -66.35 12 E
vt CB INV=466.35 2"S
RIM 475.59
INV=465.691 2 N)
LOT ADDRESSES:
X
EX, ,'DETETNION
0 VAULT
Date:
480
Date: IZI/t
SECTION A—A 476
REVISED PER CITY COMMENTS
REVISION
z
NEW 6`
1
EXTRUDED
wl CURB
0
465
EX. DRIVEWAY
462
SECTION B B
HANSEN SURVEYING
DESKINM.
D.L. OFFE, P.E.
DRWN:
D.L. OFFE, P.E.
DLO 8/18/15 CHECKED:
BY DATE APPR I #04MM:
LOT 1 13606 156th AVENUE
LOT 2 xxxx SE 2nd PLACE
somm- I&W IM
NOVAMN041- we CITY OF
RENTON
I am MH I DATUM
AT FULL NMI Plan ning/Building/Public Works Dept.
IF NOT ONE IM
SCALE 0900FAMMY
GRAPHIC SCALE
0 10 20 40
MEMEL ---- JIM
I inch = 20 feet
By. 24kWA";1 Date:
B
91
Date: jZ441K,
f I
U
By: Date:
By: Date: IZI/t
MAIR SHORT PLAT
ANDREW MICHAEL CONSTRUCTION, LLC
LAYOUT/COMPOSITE UTILITY PLAN
13606 156th AVENUE SE
12/09/2015
MD80M
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DMVWW W.
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r3.
D
EROSION
1.
2.
CONTROL NOTES
THESE NOTES SHALL APPEAR FOR PROJECTS - SITE IMPROVEMENTS, SURFACE
UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS:
BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS A
PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON,
PUBLIC WORKS DESIGN ENGINEER.
THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION
AS PRESCRIBED ON THE PLANS SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING SIGN).
IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX '91)" OF THE SURFACE
WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION
PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMTS SHALL BE PERMITTED. THE CLEARING
LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION.
CONSTRUCTION
1.
2.
3.
4.
SEQUENCE
PRE -CONSTRUCTION MEETING.
POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR
MAY BE CONSOLIDATED W/THE REQUIRED NOTICE OF CONSTRUCTION
FLAG OR FENCE CLEARING LIMITS.
INSTALL CATCH BASIN PROTECTION WHERE REQUIRED.
WITHIN 24 HOURS FOLLOWING A STORM EVENT.
13. AT NO TIME SHALL
5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN
4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINING OF CONSTRUCTION
DRIP UNE WITH 11 GAUGE
F"-
1 DI
AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS 6. INSTALL TREE PROTECTION FENCING
Q
t'..
CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL 7. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.)
PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR
N 675 k46r_
WS 88814'38"E- BLA;
FOR THE DURATION OF THE PROJECT. 8. CONSTRUCT SEDIMENT PONDS AND TRAPS, IF REQUIRED
5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN 9. GRADE AND STABILIZE CONSTRUCTION ROADS.
cc
OOD I
NCE .APPROX. SEWER .K
r i
STUB LOATIU
OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF 10. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE
0
VAULT T
SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING
AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME
BOTTOM VAULT-
FOR PORJECT DEVELOPMENT.
LAC
THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS
d
PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/ 11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH
SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND
STRUCTURES
MANUFACTURES RECOMMENDATIONS.
Q 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE
m/
INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS 12. R ELOC ATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES
CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONITIONS DICTATE, THE PERMITEE
C REMOVE
SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT
K
o
f
SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE 1aai€ PCONTROLISALWAYSINACCORDANCEWITHTHECITY'S EROSION
I K STONERET."LLNECESSARYTOINSURECOMPLETESILTATIONCONTROLONTHEPROPSEDSITE. DURING THE AND SEDIMENT CONTROL STANDARDS.
COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE 13. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN t" E)ISTING HOUSE ` . "
TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET j^ RET, E i. F f£ Yie.
i
ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO
g00
0SEASONWITHSTRAW, WOOD FIBER MULCH, COMPOST, PLASTIC
PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECIEVING DRAINAGE SYSTEM. SHEETING OR EQUIVALENT.
7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT 14. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS.
CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS,
15. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN
L KEYSTONE
CHANNELS, OR RETENTION FACILITIES.
x
30 DAYS.
8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE
16. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST
SHED
DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST - MARCH 30TH) OR
w.
BE STABILIZED AND BMP'S REMOVED IF APPROPRIATE.
SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST - SEPTEMBER 30TH) SHALL BE
ON LINE REMOVE
IMMEDIATELY STABILIZED WITH THE APPROVED ERC COVER METHODS (e.g. SEEDING,
5' CLAIM
LINK PENCE
MULCHING, PLASTIC COVERING, ETC.).
9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL
CONSTRUCTION SITES CLEARING BEWTEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS
OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS.
10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX "D" OF THE. SURFACE SILT FENCING TO BE INSTALLED
WATER DESIGN MANUAL. ON ALL DOWNSLOPES
11. ANY AREA NEEDING ERC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE
ADDRESSED WITHIN SEVEN (7) DAYS.
12. THE ERC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND, MAINTAINED A MINIMUM OF
ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT.
13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN
A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE , CLEANED PRIOR TO PAVING.
HE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM.
14. DURING THE THEE PERIOD SOF OCTOBER 1 ST -- MARCH 30TH, ALL ., PROJECt DISTURBED SOIL AREAS,
THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN. _ 12. HOURS, SHALL BE CQdERED
BY MULCH, SODDING, OR PLASTIC COVERING.
15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL
BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE
STORAGE CAPACITY. IF THE PERMANENT FAC Y IS TO FtJNCTif3Pt`- LY AS AN INFILTRATION
SYSTEM, THE TEMPORARY FACILITY MUST BE IROUGH GRADED 50 THAT THE BOTt(5M AND - Sif)ES
ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY.
16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE
REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS.
DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON.
A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED
SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW.
STURCTURAL NOTF`
1. THESE PLANS APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS
FOR STRUCTURES SUCH AS BRIDGES, VAULTS, WALLS, OR RETAINING WALLS REQUIRE A SEPERATE
REVIEW AND APPROVAL BY THE CITY OF RENTON PRIOR TO CONSTRUCTION.
2. ROCKERIES ARE CONSIDERED TO BE A MEHTOD OF BANK STABILIZATION AND EROSION CONTROL.
ROCKERIES SHALL 110T 'BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN THE CITY
ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES
OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
INTERNATIONAL BUILDING CODE (IBC).
EROSION CONTROL NOTES.-
A)
OTES:
A) THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PREVIOUS SURFACE THAT AT
PROJECT COMPLETION WILL NOT BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATED
INTO A DRAINAGE FACILITY MUST BE PROTECTED. THE DUFF LAYER AND NATIVE TOPSOIL
SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM STENT FEASIBLE.
B) ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ONSITE
IN A DESIGNATED, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL
AREAS. THE MATERIAL SHALL BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE
FEASIBLE.
C) THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR THAT HAS SOME OR ALL
OF THE DUFF LAYER OR UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO MITIGATE
FOR LOSS OF MOISTURE -CAPACITY. THE AMENDMENT SHALL TAKE PLACE BETWEEN MAY 1
AND OCTOBER 1. REPLACED TOPSOIL SHALL BE A MINIMUM 8 INCHES THICK. REPLACED
TOPSOIL SHALL HAVE AN ORGANIC MATTER CONTENT BETWEEN 8 AND 13 PERCENT DRY
WEIGHT AND A pH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS.
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
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1..f, SMLT IMENCE MAY &E WED M'iaWIMMSLOPE Of ALL 05t1'iAAftD AMS,
1.1 8&.T FENCE IS W)T WMiXMN£D TO TREAT CONICENiiATED FLOM. NOR.0 MMMT 04Mt M TO TREAT SMTANTIAL AMMM OF OVERLAND FLOW.
ANY CONCENTRATED ROWMM K CONVEYED THROUGH THE DRAMh&M SYSTEMA 'TO A SEDIfIMI NT TRAP OR POND,
2. N110N[lli.iJl1'f101t+lMhGA'C1E Ali
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24. miERE THE Fid MB OWALLED, THE SLOPE SKALL I40T SE STEEPER TWIN 2RIV
2.4. IF A TTM'"L. SET Fam is -umm, T1NE IRTmMDM1iiv 4x4 TROWCH MAY NOT IIIE REDUCED AS LONG AS THE BOTTOM & INCHES OF THE S LT FENM
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3.2. kF CONMTRATED
SHALL,
ARE EVIDENT UPHILL 00 THE Fes, THEY "T BE MITF.RCEP`fED AND CONVEYED TO A S"awT TRAP OR POND.
3.3. rr M IMPORTANT TO **CK THE UPHILL SIOE OF THE FOICE FOR SOWS OF THE FENCE CLOGGING AND ^C"MG AS A BARRIER TO FLOW AND1
THEM CAUSING CHANt LIZATMC)IAI OF FLOWS PARALLEL TO THE FENCE, tF THIS OCCURS, RE1 E THE: F T ICE OR REMOVED THE TRAP
SEDVAENT.
S* SEMENT MOST BE REMOVED WHEN SEM)IMIIENT IS 6 IN* NON.
3.5, W THE FILTER FABRIC MEOTE)MLE) HAS DETER*PATEO DUE TO ULTRAVIOLET BRF..AI(OOWN, rt SHALL BE REPLACED,
PUBLIC ORK
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MD. PLAN -- 214.00
MARCH 2008
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1. REFER ra L 41410SCAPE DWGS FOR
SPECIFIC TREES TO BE FENCED.
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CONC. CURBS
PREESERVATH)N
FENCE S` FROM
WET STEEL. Pyr
SET 2' BELOW GIRADE
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INSTALL TREE 1-7/'8"' STRUCTURAL
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FENCE S` FROM
WET STEEL. Pyr
SET 2' BELOW GIRADE
DRIP UNE WITH 11 GAUGE
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MESH. SET POSTS 10
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FND IRC #38408
0.56' N & 0.38 E
WET SEASON EROSION CONTROL MEASURES ARE APPLICABLE
IN WET SEASON (OCT. 1st -APRIL 30th). SEE NOTES ON
SHEET 3
NO SITE RUNOFF SHOULD GO TO ADJACENI
PROPERTIES DURING CONSTRUCTION AND
AFTER CONSTRUCTION
DIRT QUANTITIES
CUT EXCAVATION) 260 CU. YDS.
FILLBACKFILL) 260 CU. YDS.
GRAPHIC SCALE
0 15 30 60
1 inch = 30 feet
RECOMM NDE FOR APPROVAL
By Date:Ivs-11 So'
By: Date:
By: Date:
By: 1/" Date: /4 /L.5'
HANSEN SURVEYING `-. „ °;„, MAI R SHORT PLAT 12/09/2015CITYOFmalmom:
D.L. OFFE, P.E. ANDREW MICHAEL CONSTRUCTION, LLC PMI&E:
DRIOWN: _ RENTON
D.L. OFFE, P.E.
ONE @"I DATUM EROSION CONTROUTREE RETENTION PLAN ° No:
REVISED PER CITY COMMENTS DLO 8/18/15 CHECKM. A FULL sDIMEPlanning/Building/Public Works Dept.
I F NOT ONE MMm 13606 156th AVENUE SE
REVISION BY DATE AP P R : ACCOR1 Ni y 94M`
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BASE ROCK TO THE TOP OF THE CAP
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IN ANY FUTURE FEN G ALONG THE LOT 2 ',
SOUTH PROPERTY
LINE.
BPI STA. 1+66.672 22' LT. ZO w 1 22'-24' R/W
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SEPARATION JLARGEMENT
LEFT 19'
f. MP. RAMP TO ASPHALT I` ` cn i r`I IT_ noir KFYqTnNF RI ()C_
K PAVEMENT RESTORATION ON THE STREET SHALL BE PER CITY
OF RENTON STANDARD TRENCH RESTORATION AND PAVEMENT
OVERLAY STANDARDS. HALF STREET GRIND AND OVERLAY OF THE STREET
MAY BE REQUIRED BASED ON THE FIELD CONDITIONS AND SHALL BE
FIELD SPECIFIED BY THE
INSPECTOR. OFFE
ENGINEERS 13932 SOUTHEAST 159TH
PLACE RENTON, WASHINGTON
98058 PHONE: 425-260-
3412 CONTACT: DARRELL OFFE, P.
E.
L.
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274W :
1Tc/SE: FSS/
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N0. CRUSHED SURFACING BASE COURSE TO BE 0.5' VERTICAL CURB GRAPHIC
SCALE DETERMINED BY GEOTECH BASED
UPON 156th AVENUE
SE o ,0 20
o REVISED PER CITY
COMMENTS
REVISION
PUBLIC) N.T.
S.
D: HANSEN
SURVEYING oeaIaN
u D.L. OFFS, P.
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owwM: D:L. OFFE, P.
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H002 MAI R SHORT
PLAT ANDREW MICHAEL CONSTRUCTION,
LLC ROAD WIDENING/GRADING
PLAN 13606 156th AVENUE
SE 12/09/
2015
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APPROVAL By* &I
Date: By:
Date: By-
Date: By:
Date: MAI R SHORT
PLAT ANDREW MICHAEL CONSTRUCTION,
LLC ROAD WIDENING/GRADING
PLAN 13606 156th AVENUE
SE 12/09/
2015
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STORM WATER STANDARD PLAN NOTES
1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 22 F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT/HOME
2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING
OWNER.
s'
MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR
3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE
SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP
SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE.
E DOGE71
RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND
af' . $ 6'ea . tPv"i:.i.E:2€...; £I F£r S'F tw:$A
MUNICICPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS
ASSOCIATION (APWA), AS AMENDED BY THE
23. ALL DISTURBED AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THECITYOFRENTONPUBLICWORKSDEPARTMENT.
IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER
DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER
SHALL BE STAGED AND REDISTRIBUTED TOTOCORRECTANYERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN
MAINTAIN THEM OISTURE CAPCITY OF THE SOIL, OR,
AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY.
4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN
24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT
ISSUANCE.
APPROVAL OF ANY OTHER CONSTRUCTION (e.g. DOMESTIC WATER CONVEYANCE, SEWER
P I cu" NOT 04LWW to law ffm
CONVEYANCE, GAS, ELECTRICAL, ETC.). THE SURFACE WATER DRAINAGE SYSTEM SHALL BE
CONSTRUCTED ACCORDING TO THE APPROVAED PLANS, WHICH ARE
25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT
40"M
ON FILE WITH THE CITY.
ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY
RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABLILTY CONNECTED WITH
STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANYOFRENTONPUBLICWORKSDEPARTMENT, SURFACE WATER UTILITY SECTION. OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING
CONSTRUCTION.
5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION
I a
IS IN PROGRESS. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY
6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOUYRS OF 7 A.M. TO 7 P.M.,
DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE
LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THEMONDAYTHROUGHSATURDAYANDNOWORKONSUNDAYISALLOWED, UNLESS OTHERWISE
APPROVED WITH A WRITTEN DECISION BY THE CITY
PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPTOFRENTON. NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE PUBLIC WORKS
7. IT SHALL BE THE APPLICANT/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION
DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD
SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY.
SEE *VA
EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW
ACAAMAT° TO GM AND AAILM O#t'WALL
AND APPROVAL PRIOR TO CONSTRUCTION. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL
8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS
REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION
REGULATIONS RMC 4-3-050). SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS
SLEW :K ADJACENT TO WALL DETAIL
OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF
3; srr
RENTON.
9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON.
REFERENCE BENCHMARK AND ELEVATIONS ARE NOTES ON THE PLANS.
10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST
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BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW AND APPROVAL.
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11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO
95% (PERCENT) DENSITY, STANDARD PROCTOR.
QED EIDE DETA .
12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK RECOMMENDED FOR APPROVALISNOTALLOWEDUNLESSSPECIFICALLYAPPROVEDBYTHECITYOFRENTONANDNOTEDONTHESE
APPROVED PLANS_ ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF By: Date:
RENTON TRENCH RESTORATION STANDARDS.
By: Date:
13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING
CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTANED UNTIL CONSTRUCTION IS By: Date: COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED.
By: mate: 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN
CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC
WORKS DEPARTMENT, SURFACE WATER SECTION.
15. ALL PIPES AND APPURTENANCES SHALL BE LAID ON THE PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH'THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION OF ROAD
AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM
OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS, PLACEMENT AND COMPACTION OF
REQUIRED, BEDbING MATERIAL, TP UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL
iBFSUPP% TFD , O A UNiFORM = ENSF ,r.,jNYIEL DING BASE. ALL PIPE BEDDING SHALL BE APWA
ASS FXC' `- °1 QIP
16. STEED, PIPE SHAD B ALJMII I FD,i D0R- ` AL fAi lv l` ! $ s ! S lNSIDr_ AND OUTSOF
4" \ftTF, p,Q
17. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING F
LIDS, UNLESS OTHERWISE SHOWN ON THE APPROVED PLANS. ALL DRAINAGE STRUCTURES ASSOCIATED 4" WHITE TYPE 'Ile"
WITH' A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. LINE MARKERS (REFS..-
18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT
WIDTHS AND BUILDING SETBACK LINES:
19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT OIC
LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM
I t AC I. LAN.LENG-C .
OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, SHALL BE 2a;.,50# 1 ARROW (2o' BACK FROM PR SSWALK OR STOP BAR)
OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOTT AND MUST MEET THE FOLLOWING 50'-125* 2 ARROWS(2 BACK & END OF ,APPROACH LINE)
SPECIFICATIONS: 125'-3€ 0' 3 ARRO S(20' BACK; -MIDWAY & END OF LINE) -ARROWS
4 - 8 INCH ROCK / 40 - 70% PASSING; OVER
3001
AT 100' INTERVALS
2 - 4 INCH ROCK / 30 "11% PASSING; AND -
iLESSTHAN2INCHPf '`'", 10 - 20% PASSING. SKIP APPR0ACH IE_
21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE
SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. #1AANACCURATELYDI - MENSIONED, CERTIFIED AS BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE
SUBMITTED TO THE CITY UPON COMPLETION.' ? -- E . r
LINE MARKERS
22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR W;1 F :> THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE UNL MARKERS (REFLFOLLOWING:
A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS
TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS,
AND ANY OTHER SURFACE OR SUBSURAFCE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE LANE LINE
OR TRIER INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO
AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. f 1 91 0 0
I
B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2"x4" STAKE MARKED ,
t .
w 15` 3 -
4" WHITE HYPE
YEA
STORM" OD "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE - LEVEL, BE VISIBLE, AND LINE MARKERS
BE SECJRED TO THE STAKE.
4" WHITE TYPE. 'Ile'
C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF LINE MARKERS (REFL.)
THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN
A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION.
D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO
CONVEY FLOWS THROUGH INDIVIDUAL LOTS. CHANNELI ATIax MAKERS Dk7AIL
ADOPTED
cm or AMME. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL ;`
SWAM ..1.Ii,A
ay
t IISUB -OUT CONVEYANCE LINES WITH RESPECT TO OTHER UTLILITES (e.g. POWER, GAS, l t= IMM 04/04
TELEPHONE, TELEVISION). -..... ..... --
Y4t1J1.'. j.._, DWG. NAME: H002 SP PAGE: H002
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CURB RAMP WIDTH - SIS GOtTtAc r PLAINS CURB Iwo wIOTH V . it MIN. 1. Provide sePwale Curb Rwnp for each marl Illld or uroraelod cralle Ialik.
i
T'NE SURFACE AREA OF THE RASE SECTOR WAT
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WLLT TH -• SEE CONTRACT Curb Rwnp ahs! be pba d whin to width of the assoIllaked
f
GRADEBAEAK LANDING
I clIIE or is shown in C.t n*W Pbm.
AMliirili'1rM T ONCT IN
1
63M.
CONTRACT PLANS .. CURB RAMAP 2. "GRADE BREAK is &, ft s of
4SiEE
CEMENT COICRIE m SIDEINALNi - W W*** 't On %mIIId*o*rlt sly pMlns aha to %'1.
I am NOTE 5
PROVIDE SMOOTH 3. DO not plece Grp, Junalicn Bow, Naos Co4sm or a0wlr' appurt..
TRAJOTION TO names in frrft of tt11h Curb Mw or an &,W part ofths Curb fP or
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CUItIDi RAMP STANDARD PLAN F-Se.MD .. cum idMiCUP DEPTH <) Pe deetrill<n Curb ,
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BREAK TRANS TO SIDEMP" BUFFER, IF See ConbW Phm for ww ww pbwllBrN ofMVIk.
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CINMENT CONCRETE
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DETECTABLE VLM *04G SURFACE - SEE NOTE 4 D I
WE NOTE 4 to exceed 154 ok lo evoid ft scope indrErlil oy when conrac r
SEE STAB PLAN F -O." OETECTAI&E W4 V4NG SURRACE - to "des. Ow app*irtp to 164aot nrdlim m Iw Vb , ft nmvft
3 FACE OF CURB 00 sTAiDAW *LAIN F-".10 slope of they Curb Romp OwN all ft nbuble.
DEPRESSED CURB AND GUTTER - DEPRESSED CURB AND GUTTER 8, Curb Rwnp, Lilel'll*q, and FAwes ahlllil fe!'Mi'Mii brow fir*A, Sere
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REVISED PER CITY COMMENTS
REVISION
APPROVED FOR PLKICATOIN
Paco AWks" M' ~3
5rGAM
of
Fat NOTES STC PLAN 104.2
Sm PLAN --- 204.3
T LLVFt,t
HANSEN SURVEYING
D.L. OFFE, P.E.
BRAN:
D.L. OFFE, P.E.
D LO 8/18/15 CHEMM.
BY DATE APPR :
ONE MW
AT FULL !GALE
IF Mn OW RIM
SCALA A000FA KY
is S
A.
P Am 1 wl N Im
MOTU
1. THE COVER OR GRATING OF A CATCH BASIN 814ALL NOT
BE GROUTED TO FOOL GRATE UNION THE FWAL.
ELEVATION OF THE PAVEMENT, GUTTER. DITCH, OR:
SIDEWALK IN WHICH IT IS TO BE PLACED NO BEEN
ESTABLISHED, AND LJharTit. AEON IS
GIVEN BY THE ENONIEER TO GROUT OR GRATIN IN
PLACE W ACCORDANCE WITH STANDARD SPECIFICAT'ION1.
796.3.
2. $HIM18 SHALL NOT BE USED TO SET FRAME TO GRADE
THE USE OF SHIMS IS PROHIBITED.
3. MORTAR 81• AU BE PLACED
RINGS AM BRICK= PRIOR TO PLACEMENT.
4- THE USE OF BRICKS Is PERMITTED WHERE THE BRAS
ARE STAGGERED TO CREATE A 001114I010 BOND Oft V
BONU
SEE WTF 4
PUBLIC WORKS CATCH NASIN INSTALLATION
an. K" - 00
IN
DEPARTMENT I
MARCH 200£
I
SEE NOTE 7)
BEDDING MATERIAL FOR
SANITARY SEWED PIPE
SEE. NOTE 5)
FOUNDATION LEVEL -,
LIMITS OF PIPE ZONE
f.
V-0, 0,1
D. OF PIPE
N
BEDDING FOR SANITARY SEWER PIPE
NOTE
1. PROVIDE UNIFORM St"ORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COM PACT E"G MATERIAL TO 95% MAX. DEN TY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTM 7-06 OF THE
STANDARD SPECIFICATIONS,
5. PIPE ZONE MATERIAL SHALT BE "GRAVEL BACKFILL FOR DRAINV
AS SP€CM IN THE ASR OVES SECTION OF THE STANDARD
SPECIFICATIONS OR PEA GRAVEL.
6. PIPE 'M ST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
UNE IS MAINTAWED.
7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE
STANDAR} SPECIFICATION &
PUBIJC *ilk ! E NES
DEPART IOW !
OCTOBER 2012
a CITY OF
wa RENTON
Planning/Building/Public Works Dept.
RECOMMENDED FOR APPROVAL
By• Date:
t-
By: Date:
By: Date:
By: Date: / 2 / s -
MAI R SHORT PLAT
ANDREW MICHAEL CONSTRUCTION, LLC
DETAILS & NOTES
13606 156th AVENUE SE
12/09/2015
F,EiJXKM:
PPW-:
DIVOMNO.'
000000
CLE M Su>atcACIE AND 90TTOM APEA
PROWIOE UNFORM CONTACT.
T'NE SURFACE AREA OF THE RASE SECTOR WAT
Of Q44OUTEO TO IM SIMOM ATEA OF THE
ADJUSTMENT SECTOR. AMliirili'1rM T ONCT IN
MOTU
1. THE COVER OR GRATING OF A CATCH BASIN 814ALL NOT
BE GROUTED TO FOOL GRATE UNION THE FWAL.
ELEVATION OF THE PAVEMENT, GUTTER. DITCH, OR:
SIDEWALK IN WHICH IT IS TO BE PLACED NO BEEN
ESTABLISHED, AND LJharTit. AEON IS
GIVEN BY THE ENONIEER TO GROUT OR GRATIN IN
PLACE W ACCORDANCE WITH STANDARD SPECIFICAT'ION1.
796.3.
2. $HIM18 SHALL NOT BE USED TO SET FRAME TO GRADE
THE USE OF SHIMS IS PROHIBITED.
3. MORTAR 81• AU BE PLACED
RINGS AM BRICK= PRIOR TO PLACEMENT.
4- THE USE OF BRICKS Is PERMITTED WHERE THE BRAS
ARE STAGGERED TO CREATE A 001114I010 BOND Oft V
BONU
SEE WTF 4
PUBLIC WORKS CATCH NASIN INSTALLATION
an. K" - 00
IN
DEPARTMENT I
MARCH 200£
I
SEE NOTE 7)
BEDDING MATERIAL FOR
SANITARY SEWED PIPE
SEE. NOTE 5)
FOUNDATION LEVEL -,
LIMITS OF PIPE ZONE
f.
V-0, 0,1
D. OF PIPE
N
BEDDING FOR SANITARY SEWER PIPE
NOTE
1. PROVIDE UNIFORM St"ORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COM PACT E"G MATERIAL TO 95% MAX. DEN TY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTM 7-06 OF THE
STANDARD SPECIFICATIONS,
5. PIPE ZONE MATERIAL SHALT BE "GRAVEL BACKFILL FOR DRAINV
AS SP€CM IN THE ASR OVES SECTION OF THE STANDARD
SPECIFICATIONS OR PEA GRAVEL.
6. PIPE 'M ST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
UNE IS MAINTAWED.
7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE
STANDAR} SPECIFICATION &
PUBIJC *ilk ! E NES
DEPART IOW !
OCTOBER 2012
a CITY OF
wa RENTON
Planning/Building/Public Works Dept.
RECOMMENDED FOR APPROVAL
By• Date:
t-
By: Date:
By: Date:
By: Date: / 2 / s -
MAI R SHORT PLAT
ANDREW MICHAEL CONSTRUCTION, LLC
DETAILS & NOTES
13606 156th AVENUE SE
12/09/2015
F,EiJXKM:
PPW-:
DIVOMNO.'
000000
ESS
6
CESS
97
N
N)*
II;SE'
S)*
iv vviv i r i L.,ruvvA-,ry - vui i i. -N
LANP5CM NOTOF 5
i,
1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER
BROKEN BRANCHES
SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK.
2. CONTRACTOR "' ' LL. USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR
ar,d
IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCA ION SERVICE PHONE 1-800-424-5555
3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE
SEE DETAIL ADM
BY OWNER.
12 2
4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS
Matchincl
UTILIZING ON—CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS
PLANT TREE 1"-2* HIGHER
SPECIFIED BELOW IN THESE NOTES.
Matchinol
5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON
THE DRAWINGS.
WATERING BASIN
6. SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL
CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2 DIAMETER.
7. 4" DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. ROTOTILL INTO TOP OF SOIL.
8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK.
4
9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS.
10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY
SIDES AND BOTTOM
REPLACEMENTS MADE AT ONCE.
6" DEEP, FIRM, NATIVE
A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTH REPRESENTATIVES, TYPICAL OF THEIR SPECIES
SOIL MOUND
OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. TH SHALL BE FULL, WELL BRANCHED, WELL
PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED RO T SYSTEM. ALL PLANTS SHALL BE HARDY
IN HEAVY SOILS, AUGER 8"x6' DEEP
UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT.
B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS
SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF
DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND A L WEEDS. NO SUBSTITUTIONS SHALL
NOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES
MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITE T OR OWNER.
11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. TREES LOCATED ON THE PROPOSED LOTS WILL BE IRRIGATED BY FUTURE
HOMEOWNERS. LANDSCAPE STRIP PLANT MATERIAL IS CONSIDERED 100% DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARY
IRRIGATION FOR THE FIRST TWO (2) YEARS.
12. HOME BUILDER SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED LOT TREES UPON COMPLETION OF THE PROPOSED HOMES.
STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED BY DEVELOPER.
X15VNG MAPLE 11?5 fO P pMMP
M511NG TM fo MMAIN, TWIC&
4511NG x,75" CAl.IM MAU TO P I?MOVNn
MONUWNT 51GN. FU1?-APJU5f LOCA110N
10' WIDTH LAN25CAPE 13TF
CALIMp Mk6AkTN 1M,- fO It
pf MOVN2
STATE OF
WASHINGT
LAN
REMS
CT
w
z
M. V Y
C)
CERTIFICATE No. 774 V) v
v
W
U 3
C N
W
V1
STAPLE
TREE 11) 11') Ln
M N O
O
PLASTIC INTERLOCKING TIES
OR APPROVED EQUAL
N M
DETAI -
2" MAX.PRUNE DISEASED AND
Y W W W W W
i,
dull and
BROKEN BRANCHES
9 2
SPECIFIED TREE STAKE(S)
Jw
4511NG x,75" CAl.IM MAU TO P I?MOVNn
MONUWNT 51GN. FU1?-APJU5f LOCA110N
10' WIDTH LAN25CAPE 13TF
CALIMp Mk6AkTN 1M,- fO It
pf MOVN2
STATE OF
WASHINGT
LAN
REMS
CT
w
z
M. V Y
C)
CERTIFICATE No. 774 V) v
v
W
U 3
C N
W
V1
STAPLE
TREE 11) 11') Ln
M N O
O
PLASTIC INTERLOCKING TIES
OR APPROVED EQUAL
N M
DETAI -
2" MAX.PRUNE DISEASED AND
Y W W W W W
gallon dull and
BROKEN BRANCHES
9 2
SPECIFIED TREE STAKE(S)
dull ar,d
PLASTIC INTERLOCKING TIES
INSTALL "TREE BOOT" OR
gallon dull
SEE DETAIL ADM
ARBORGARD" IN LAWN AREAS.
12 2 gallon
REMOVE BINDING TWINE do TOP
and Matchincl
9 2
1/3 OF BURLAP.
PLANT TREE 1"-2* HIGHER
and Matchinol
THAN IN NURSERY 2" SETTLED DEPTH WITH SPECIFIED MULCH
WATERING BASIN FERMJZER TABLET'S
4-21 GRAM -20-10-5)
sWIEES p. A• ,..
f `f T
4
SPECIFIED PLANTING SOIL SCARIFY PLANTING PIT
SIDES AND BOTTOM
UNDISTURBED GROUND 6" DEEP, FIRM, NATIVE
12" MIN. FOR WOOD
SOIL MOUND
STAKES do 18" FOR REBAR
2x ROOTBALL WIDTH IN HEAVY SOILS, AUGER 8"x6' DEEP
HOLE (OR THROUGH HARDPAN) FILL
u WITH CRUSHED ROCK. VERIFY GOOD
DRAINAGE PRIOR TO PLANTING.
NOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES
DECIDUOUS TREE PLANTING & STAKING DETAIL
NOT TO SCALE
5 H PPLMf__ C UL
30TANIC& NAME COMMON NAME Q1Y
I r...5
CerciJiphqllum japonicum Kat5ura
5HP..,I Jr3c)
and 6r, r, I NP (-.r, VE P,,
Lavanjula Aoecha5 ' H 0cote t3lue, Lavender
Azalea 5p 'Nino Crim5on'* verqreen Azalea
Mi5ca6U5 51f1en515* Maiden Grass
Fuotlqmu5 fortunei TmeralJ n CAold* uotiqmU5
Orhododendron 'purple 5plenJour'* shod ie
Arctv5taph4llo5 uva-ursi* Kinnikitimik
erica sp, 'Mediterranean Pink'* ldearher
Perclenia sp, ' I3ressingham Vubq'* lephanl, far
Plant, in groups of minimum I 5 plants of each species
Considered drought tolerant, in Pacific Northwest once established
Nowlawn
xi!5bnq Lawn. P\Awrn to previou5 conolition after con5truction i5 completed
SIZE MAP•KS
3 211
cal dull and Matching
11 2 gallon dull and Matchinci
9 2 gallon dull ar,d Matchinci
35 2 gallon dull and Matching
12 2 gallon dull and Matchincl
9 2 gallon dull and Matchinol
78 I galla,
78 I gallon
78 I galla,
dull and Matching/ Plant, 30'' o,c,
dull and Matching/ Plant, 301 1
ac,
Full and Matching/ Plant 301 I
o,c.
Recolvtwtm 0( "W&
9 L.v s Sorr..sw• t7a{c: 12,114115
1(\T) 0 20 40
NOPII.TH 5c&I
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DESIGNER: JMV
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STORM SEWER
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FOUND MON. IN CASE
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PORTION OF THE N. W. 114.9 S. E. 114., SECTION 14, TWP. 23 N., RGE. 5 E., W.M.
CITY OF RCN7CIN, KIXG COUNTY, IGSHWGiYIN
CB
SDMH RIM=472.75
RIM=473.32 INV=468.3112"N
UNABLE TO OPEN) INV=468.21 2"S
SDMH
RIM=470.704y CBNVI=466.45 12»N
INV=461.8212 S (,RIM=470.51 "
INV=468.72(4 N)
SDMH = INV=467.85(12"SE)
RIM=470.42
UNABLE TO OPEN)
c _
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s i co
CALCULATED CENTER SECTION
PER REC. NO. 20040723900002
PLAT, 229/034--042
SSMH
RIM=470.84 _ 'rte
INV=461.62(E,SW)
CENTER CHANNEL)I
c
SD C/0 . . ............. .
144
RIM=460.47 - -
CB
RIM=468.$5 : t
INV=4+ 7:04(12"NE) 6' WOOD
APPROXIMATE LOCATION -- °
FENCE `
OF STORM VAULT M VAULT GRATE
SDMH "
BOTTOM VAULT=454.6+/-
VAULT ACCESS
SDMH
VAULT ACCESS
o
loan .•
RIM=462.97
APPROXIMATE LOCATION
OF STORM VAULT i:, RET. WALL
ITOM VAULT-,
ui
i LIfEYSTONE
iAULT 'ACCESS I N RET. WALL,
SIM=459.93
CITY OF RENTON CONTROL
NETWORK POINT #1852 ;
N- 180904.0837 FEET ;
6 22.383 FEET
ASPHALT
DRIVEWAY
SDMH 1 t
4
t % RIM=459.06 ;
INV=455.11 12"N)*
INV=455.11 12 SE)* M
z INV=455.11 12"S)*
CBSLL `
RIM=457.3; ` •
INV=455.23 1'1"r)
INV=455.2312"N) _
r
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SH
v _
VAULT ACCESS c9
vc
RIM=455.65N
v KEYSTONE
I RET. WALLgAPPROXIMATELOCATION
OF STORM VAULT o
N u
30' 30'
SDMH
VAULT ACCESS
RIM=469.55
SD C/O
RIM=469.53 GBCBSLL
56 CB CB
SSMH RIM=483.10RIM -470.56 RIM=483.30 "
INV=467.69 12"NW RIM=479.21 " RIM=479.20 INV=475.75 12 E
INV=466.91 12 Sl INV=476.3012"N INV=476.54(12"S)
INV=471.9(E,S,W) INV =475.8512pSINV=476.2712 E (CENTER CHANNEL) INV=475.60 12 SINV=466.91 12"W)
N '
w 12" DI ; N ; ' 2ND PL
w
3 rlw
X ..........
PER NAA3 ' I CONC. CUR „ 88' ip 0 GUTTER
B
12" DI 12"CPEP ;..
N 87'55 46 W (S 14'36" E -®LA)
GONG. WALK., C9: ;j
A c Z 4" GAS
cN8T46WSiM!' 14 "E - i
173.38' MOWING
I CONC. _ FENCE
281C RET. WALL 0.8 N
ASPHALT 1.3' E
APPROX. SEWER
6' WOOD
DRIVEWAYFENCE
STUB LOCATION, ; ; r„, , LOT 2 k5 ` 2
PAVERS LAGGING
t ' CONCRETE v"yc
WALL
DRIVEWAY lee, ZWoo
SHED
POOL SHED .-. 1.0' E
I I 12 CPEP
SHEDa . 8 UBEIO
FF=475.0+/- N CONCRETE LOT 1s
f ` DRIVEWAY '
CB13
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z INV=479.27 4"S)
12"CPEF INV=478.3212"E)
P
µ
SDMH GAZES ON LINE
k CPEP RIM=482.
03 INV=477.23
12W INV=474.93 12"
N LINK FES INV=474.68 12"
S iG
GAiWZ • FF=488.7+/- 4' WOOD 8" PVC TRACT
N FENCE ,12"
CPEP ,
F
F S x'00'38" E 199.07'
t , S NS' 19'30" E -BL) t 12"
CPEP' APPROXIMATE
LOCATION
x F-Y OF STORM
VAULT t A 6'
WOOD 9
FENCE tiFNDIRC #
38408 0.56' N & 0.38'
E 5' BARBED
CBSLL WIRE FENCE CB INGRESS, EGRESS,
UTILITIES RIM=475.
59 " RIM=477.
45 " AND DRAINAGE
EASEMENT INV=465.69 12 N INV=466.35(12"
E) (ITEM #9, 11 &
12) INV=465.598 2"
W INV=466.35(12
S)) 15' WIDE INGRESS, EGRESS
AND UTILITY EASEMENT
PER REC. NO. 9307161233 AND ITEM #
9 15' WIDE PUBLIC DRAINAGE
EASEMENT REC. NO.
20050707000728 CITY OF RENTON
CONTROL
V)
BLA
Q NETWORK POINT #
2127
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E N: 176262.5313
FEET E: 1316737.166
FEET
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SEWER N
N
W FOUND MON. IN
CASE
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2013)
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Will PORTION OF THE N. W. 114.9 S. E. 114., SECTION 14, TWP. 23 N., RGE. 5 E., W.
M. CITY OF RCN7CIN, KIXG COUNTY,
IGSHWGiYIN
CB SDMH RIM=472.
75 RIM=473.32 INV=468.3112"
N UNABLE TO OPEN) INV=468.21 2"
S
SDMH RIM=470.704y CBNV I=466.45 12»
N INV=461.8212 S (,RIM=470.
51 " INV=468.72(4
N) SDMH = INV=467.85(12"
SE) RIM=470.
42 UNABLE TO
OPEN)
c _
M s i
co CALCULATED CENTER
SECTION PER REC. NO.
20040723900002 PLAT, 229/034--
042
SSMH RIM=470.84 _ '
rte INV=461.62(E,
SW) CENTER CHANNEL)
I
c SD C/
0 . . ............. .
144 RIM=460.
47 - -
CB RIM=468.$5 :
t INV=4+ 7:04(12"NE) 6'
WOOD APPROXIMATE
LOCATION -- °
FENCE ` OF STORM VAULT M VAULT
GRATE
SDMH " BOTTOM VAULT=454.
6+/- VAULT
ACCESS
SDMH VAULT
ACCESS
o
loan .• RIM=462.
97 APPROXIMATE
LOCATION OF STORM VAULT i:, RET.
WALL ITOM
VAULT-,
ui i
LIfEYSTONE iAULT 'ACCESS I N RET.
WALL, SIM=459.
93 CITY OF RENTON
CONTROL NETWORK POINT #
1852 ; N- 180904.0837
FEET ; 6 22.383
FEET
ASPHALT
DRIVEWAY SDMH 1
t
4t % RIM=459.
06 ; INV=455.11 12"
N)* INV=455.11 12 SE)*
M z INV=455.11 12"
S)*
CBSLL ` RIM=457.
3; ` • INV=455.23 1'1"
r) INV=455.2312"
N) _
r
N
SH
v _ VAULT ACCESS
c9
vc RIM=455.65
N v
KEYSTONE I RET. WALL g APPROXIMATE
LOCATION OF STORM VAULT
o N
u 30'
30'
SDMH VAULT
ACCESS RIM=469.
55 SD C/
O RIM=469.53 GB
CBSLL 56 CB
CB SSMH RIM=483.10 RIM -470.56 RIM=483.
30 " INV=467.69 12"NW RIM=479.21 " RIM=479.20 INV=475.75 12
E INV=466.91 12 Sl INV=476.3012"N INV=476.54(12"
S) INV=471.9(E,S,W) INV =475.8512pS INV=476.2712 E (CENTER CHANNEL) INV=475.60 12SINV=466.91 12"
W)
N ' w 12" DI ; N ; ' 2ND
PL
w 3
rlw
X .......... PERNAA3 ' I CONC. CUR „ 88' ip 0
GUTTER
B 12" DI 12"
CPEP ;.. N 87'55 46 W (S 14'36" E -®
LA) GONG. WALK., C9: ;
j A c Z 4"
GAScN8T46WSiM!' 14 "E -
i 173.38'
MOWING I CONC. _
FENCE 281C RET. WALL 0.8
N ASPHALT 1.3'
E APPROX.
SEWER 6'
WOODDRIVEWAY
FENCE STUB LOCATION, ; ; r„, , LOT 2k 5 `
2 PAVERS
LAGGING t ' CONCRETE v"
yc
WALL DRIVEWAY lee, Z
Woo
SHED POOL SHED .-. 1.0'
E I I 12
CPEPSHEDa . 8 UBE I
O FF=475.0+/- N CONCRETE LOT1
s f `
DRIVEWAY ' CB
13
a z RIM=481.
35 z INV=479.27 4"
S) 12"CPEF INV=478.3212"
E)
P
µSDMH GAZES ON
LINE k CPEP RIM=
482.03 INV=477.
23 12W INV=474.93
12"N LINK FES INV=474.68
12"S
iG GAiWZ • FF=488.7+/- 4' WOOD 8" PVC
TRACT N FENCE ,
12"
CPEP ,
F F S x'00'38" E 199.
07' t , S NS' 19'30" E -BL) t
12" CPEP'
APPROXIMATE
LOCATION x F-Y OF
STORM VAULT t A
6' WOOD
9 FENCEtiFND
IRC #38408 0.56' N & 0.
38' E 5'
BARBED CBSLL WIRE FENCE CB INGRESS,
EGRESS, UTILITIES RIM=
475.59 " RIM=
477.45 " AND
DRAINAGE EASEMENT INV=465.69 12 N INV=466.35(
12"E) (ITEM #9,
11 &12) INV=465.598
2"W INV=466.35(
12 S)) 15' WIDE INGRESS,
EGRESS AND UTILITY
EASEMENT PER REC. NO. 9307161233 AND
ITEM #9 15' WIDE PUBLIC
DRAINAGE EASEMENT REC.
NO. 20050707000728 CITY OF RENTON
CONTROL
Id BLA NETWORK
POINT #
2127
C
W:'
CEDAR E N: 176262.
5313 FEET E: 1316737.
166
FEET EVERGREEN
SANITARY SEWER SD
STORM SEWER
N N
GAS UNE FOUND MON. IN
CASE ag
FO FIBRE VISITED
10/
2013)
OHP z
OVERHEAD POWER
GAS VALVE v SOUTH 1/
4
CORNER
N' co
MATER
METER z SECTION 14-
23-5 FOUND MON. IN
CASE 3"
CATCH
BASIN
0 M,
M 04OLE
Z a VISITED
11 /2013) UTILITY POLE
WITH LUMINAIRE S 88'38'04" E 2617.72' FOUND MON.
IN CASE
LIGHT POST a
GUY ANCHOR S W56#56* E 2617.72'-BLA) (VISITED
11/
2013) SIGN
14
13
M 23
PARKING METER
23
24 N
1" = 30' 0'
30' 60' NO IM/91 BEARING (cmr
of RENTON) TOTAL SITE AREA 26.858 S.F. OR 0.
62
Ac. +/- LEGEND COR CITY
OF RENTON BLA BLA REC.
NO. 20040723900002
C CEDAR
E EVERGREEN SS
SANITARY SEWER SD
STORM SEWER G
GAS UNE W
WATER LINE FO
FIBRE
OPTIC
OHP CO
OVERHEAD POWER
GAS
VALVE
D o
WATER
VALVE co
MATER
METER z
FIRE HYDRANT
CATCH
BASIN
0 z
M 04OLE
Z a
UTILITY POLE G-o UTILITY POLE
WITH LUMINAIRE
LIGHT POST a
GUY ANCHOR
p13.
4 SIGN POWER
VAULT/TRANSFORMER M TELE./
TV PEDESTAL
PARKING METER
SECTION CORNER j
QUARTER CORNER FOUND MON.
IN CASE 0 FOUND PROP. COR.
AS NOTED SET 1/2" I.R. W/
CAP #21464 50.00
SPOT ELEVATION
BENCH BARK VERTICAL DATUM:
NAVD 1988 CITY OF RENTON CONTROL
POINT #2103 BROKEN AND MUTILATEDFLATBRASSF DISC
0 UNKNOWN ORIGINAL DV&ETER WITH NO VISIBLE
SINGS OR STAMPINGS FLUSH WITH THE
EXISTING CONCRETE PAVING AT THE CONSTRUCTED
INTERSECTION OF SE 128TH STREET & 158TH
AVENUE SE ELEVATION = 547.
942
FEET NOTES DENOTES • •
STORM ASBULTS RECEIVED FROM OF RENTON
ON 1 WDIDELLs ROAD & STORMDRW"
E PLAN Fr-_ F% BY CORE DESIGN WITH A
LAST REVISION DATE OF • 0. DUE TO
TRAFFIC ON AVE SE WE ARE UK*AU TO
ACCESS THE STRUCTURES M GET
NVERT ELEVATIONS.
CURVE TABLE CURVE RADIUS DELTA ANGLE
ARC LENGTH C1 25.00 91'35 S
39.E
LINE TABLE LINE
eeNaNc oIsrANCE f Ll I_
s_ 8755 '46w e
30.01'-- L2 I N OOr21B21 w E 35.72 .
70 -BlA 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
UTILITY
LOCATORS.
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