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r LEGAL DESCIRI PTI DN
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Q LOT 98, C. D. HILLMANS LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEA ME NO. 2, LESS
WEST 250 FEET, THEREOF, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS,
PAGE 64, RECORDS OF KING COUNTY, WASHINGTON. SI TUA TE IN THE COUNTY OF ICING, STATE OF
WASHINGTON.
LU
I- S LJRVEYOR NOTES
BASIS OF POSITION. CITY OF RENTON CONTROL POINT NUMBER 1836. FOUND 5 INCH DIAMETER
CONCRETE MONUMENT WITH 1/6 INCH BRASS PLUG, DAWN a5 FEET IN A CASE AT THE INTERSECTION
OF BURNETTE AVENUE NORTH AND NORTH 307H STREET GRID=GROUND AT THIS POINT ONLY. GRID
DISTANCES OBTAINED BY GNSS OBSERVATIONS WERE REDUCED TO GROUND USING THE COMBINA77ON
FACTOR OF NAD83191 GRID COORDINATE PER CITY OF RENTON.• NORTHING, 192137.301, EAS77NG
130097Z688 (US SURVEY FEET).
BASIS OF BEARING. • HELD THE BEARING OF S 01 48'14" W FROM THE ABOVE (VOTED BASIS OF
P05177ON TO CITY OF RENTON CONTROL POINT NUMBER 1866: FOUND 3 INCH BY 3 INCH CONCRETE
r MONUMENT WITH A PUNCHED 1/2 INCH BRASS DISC, DOWN 1.1 FEET IN A CASE IN THE CENTERLINE
OF BURNETTE A VENUE NOR TH ABOUT 125 FEET SOUTH OF NOR TH 28TH STREET AND ABOUT 15 FEET
NORTH OF A PRIVATE ROAD. NAD83/91 GRID COORDINATE PER Cl TY OF RENTON.• NORTHING,
191472.813, EAS17NG 1300956.762(US SURVEY FEET), THIS REPRESENTS A ROTA17ON OF 00.02�4"
FROM THE BEARING OF N 015027" E ALONG PARK AVENUE NORTH (SHOWN AS THE BASIS OF
BEARING ON THE RECORD OF SURVEY RECORDED IN VOLUME 19J OF SURVEYS; PAGE 283, RECORDS
OF KING COUNTY.) THIS CURRENT SURVEY HOLDS THE ROTA 7ED BEARINGS OF SAID ROS 1931283.
1 774E RESUL77NG BEARING ALONG PARK AVENUE NORTH IS N 015321"E
774E FOLLOWING INFORMA77ON WAS REFERENCED IN PREPARING THIS SURVEY:
A) C. D. HILLMANS LAKE WASHINGTON GARDEN OF EDEN ADD177ON TO SEA TILE NO. 2, VOLUME 11
OF PLATS PAGE 64, RECORDS OF KING COUNTY.
B) RECORD OF SURVEY, VOLUME 193 OF SURVEYS; PAGE 283, RECORDS OF KING COUNTY.
C) ELSON-AGREN-LINDBERG SHORT PLA T, NO. 193-78, VOLUME 15 OF SURVEYS; PAGE 113,
RECORDS OF KING COUNTY. (SOUTH
WESTERL Y ADJOINER.)
D) BROWN -STRAND SHORT PLAT, NO. 078-77, VOLUME 23 OF SURVEYS, PAGE 148, RECORDS
OF KING COUNTY. (NORTHERLY AD 01NER.)
E) SHAWN DALY SHORT PLAT, NO. 087-81. VOLUME 44 OF SURVEYS; PAGE 44, RECORDS OF
KING COUNTY. (KESTERLY ADJOINER.)
F) MA T7HEWS SHORT PLA T. LUA-96-D53-SHP, VOLUME 111 OF SURI/EYS PAGE 184, RECORDS
OF KING COUNTY. (SOUTHERLY ADJOINER.)
r G) CITY OF RENTON SHORT PLAT NO. LUA-04-O33-SHPL, VOLUME 184 OF SURVEYS, PAGE 169,
RECORDS OF KING COUNTY. (SOUTHERLY
r ADJOINER.)
H) CITY OF RENTON SHORT PLAT NO. L UA - 06- 064- SHPL, VOLUME 260 OF SURVEYS; PAGE 267,
RECORDS OF KING COUNTY.
CV (NOR THWESTERLY ADJOINER.)
1) J.H. BUDD SHORT PLAT, SH. PL-071-84, VOLUME 42 OF SURVEYS, PAGE 276, RECORDS OF
n KING COUNTY.
rr J) KING COUNTY ASSESSORS MAP FOR THE NORTHWEST QUARTER OF SECTION 32, TOWNSHIP
24N, RANGE 5E, W.M.
K) CITY OF RENTON SURVEY CONTROL
774E BOUNDARY SHOWN HEREON WAS CALCULATED USING ROS 193/283, HOLDING THE MONUMENT
FOUND A T THE INTERSECTION OF NOR7H 38TH STREET AND PARK AVENUE NORTH AND THE ROS
BASIS OF BEARING ALONG SAID PARK AVENUE NORTH. THE VARIOUS ADJOINERS WERE
INDEPENDENTLY CALCULATED PER 774E LISTED RECORDS, AND THE RESUL77NG FIGURES WERE
COMPARED WITH SAID ROS 193/283. THE CALCULATIONS MATCH SAID ROS TO LESS THAN 0 01 OF A
FOOT, WITH THE EXCEP77ON OF THE NORTHWEST ADJOINER, WHICH LIES ABOUT 0.15 FEET NORTH OF
774E R05 1931283 CALCULATED BOUNDARY. THIS IS WITHIN THE EXPECTED MEASUREMENT
ACCURACIES OF 7HE 77ME AND DOES NOT CONS 77TUTE A MATERIAL DIFFERENCE BETWEEN 7HE
SURVEYS
ALL DISTANCES SHOWN HEREON ARE GROUND DISTANCES.
MONUMENTS NOTED AS FOUND WERE FIELD VISITED USING GNSS OBSERVA7ONS ON JUNE 21, 2019.
PLA NIUETRIC AND TOPOGRAPHIC INFDRMA 77ON SHOWN HEREON WAS FIELD LOCA 7ED BETWEEN JUNE
21 AND JUNE 24, 2019.
UNDERGROUND U77LI77ES SHOWN HEREON ARE PER A COMBINA77ON OF FIELD LOCATED SURFACE
OBSERVABLE FEATURES AND RECORDS OF THE APPLICABLE UTILITY PURVEYOR. ALL LOCATIONS
SHOULD BE VERIFIED PRIOR TO ANY CONSTRUCTION.
VARIOUS LARGE SHRUBS ARE LOCATED ON SITE THESE ARE NOT SHOWN HEREON AS TREES.
774E SUBJECT PROPERTY CONTAINS 39891 SQUARE FEET OR 0.91 ACRES ALL 77ILE INFORMATION
SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM INFORMATION CONTAINED IN OLD REPUBLIC
NATIONAL 777LE INSURANCE COMPANY ORDER NUMBER 5207164446, GUARANTEE NUMBER
A 46014- SG W-20150 7, DATED JUNE 5, 2019. IN PREPARING THIS MAP, HUGH G GOLDSMITH AND
ASSOCIATES; INC. CONDUCTED NO INDEPENDENT TITLE SEARCH, NOR IS HUGH G. GOLDSMITH AND
ASSOCIATES, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE
SHOWN ON 774E MAP AND DISCLOSED BY THE REFERENCED COMMITMENT. HUGH G. GOLDSMITH AND
ASSOCIATES, INC. HAS RELIED WHOLLY ON GRAYS HARBOR T77LE COMPANYS REPRESEN TA T70N OF
774E TITLES COND177ON TO PREPARE THIS SURVEY AND THEREFORE HUGH G. GOLDSMITH AND
ASSOCIATES; INC. QUALIFIES THE MAPS ACCURACY AND COMPLETENESS TO THAT EXTENT.
HDRIZ0NTAL DATUM
NAD 83/91, WASHINGTON STATE PLANE COORDINA7ES — NORTH
ZONE, BASED ON CITY OF RENTON PUBLISHED
SURVEY CONTROL.
NfITCHE SHORT PLAT
RCF
LS 17659 zi
O.ON X 0.1 IN
CIVIL RECORD DRAWINGS
I
l
�3�a7d4��
3��y7d4ag
CRONES WI7NESS POST
RCF CRONES)RCF
(TERRA
0.5N X 0.1
L5 29537
LS 15025, 46876,
0.29V X 0.2 IN
5780N7 37547
1
� � � 4
0.19v X 0.0�
,,,V. EX
GARAGE
7O
0
25'
6�
da
as
3�
S 88'40'44" E 370- 40'
_ REMAIN) I In I
irnrrriTri — i
17,663 SF
EX':
1 HOUSE
' 25',�—� 1
,i(TO '� I
I REMAIN)
I
I
1 2" EIENT 164 RCF
IRON ROD LS 9814
0.37V
f
���i
0
3�a'10
3k��40
VERTICAL DATUM
NA VD 1968 PER Cl TY OF REN TON SURVEY CON TROL.
MASTER BENCHMARK. • CITY OF RENTON CONTROL POINT NUMBER 1836. FOUND 5 INCH DIAMETER CONCRETE MONUMENT WITH 1/8 INCH
BRASS PLUG, DOWN 6.5 FEET IN A CASE AT THE INTERSECTION OF BURNETTE AVENUE NORTH AND NORTH 307H STREET. ELEVATION WAS
VERIFIED BY CHECKS TO THE ABOVE NOTED CITY OF RENTON CONTROL POINT NUMBER 1866 AND OBSERVATIONS USING 774E WASHINGTON
STA TE REFERENCE NETWORK. ORTHOMETRIC ELEVA770M = 120.03 FEET, NA VD 1988, PER CITY OF RENTON
S17F BM#l: GOLDSVI TH CONTROL POINT TWfS-1, SET REBAR AND CAP ON SOU 7H EDGE OF GRA VEL DRI VEWA Y TO HOUSE ,43625, 1.4 FEET
WESTERL Y OF 7HE WEST EDGE OF PAVEMENT OF MEADOW A VENUE NORTH. ELEVA7ON = 161.65 FEET (NA VD 1988).
S17F BM#2.• GOLDSM177-1 CONTROL POINT TMS-2, SET MAG NAIL 0.2 FEET EA57ERLY OF 774E WESTERLY EDGE OF PAVEMENT ON 7HE WEST
SIDE OF MEADOW A VENUE NORTH AND 12 FEET NORTHERL Y OF THE SOUTHEAST CORNER OF 7HE PROPERTY CORNER FOR
THIS SURVEY.
ELEVA 77ON = 165.92 FEET (NA VD 1988).
517E BM13• GOLDSM17H CONTROL POINT TMS-3, SET REBAR AND CAP IN FRONT YARD, 5.1 FEET NORTHERLY OF THE 3 BLOCK HIGH
CONCRETE WALL, AND 50 FEET EASTERL Y OF THE WEST END OF SAID WALL. ELEVA770M = 180.79 FEET (NA VD 1988).
—� enton O
Markup Leaend
REDRequired Revisions
BLUE Recommended Revisions
GREEN Items to be Deleted
PURPLE Advisory Only
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i 20'
S
14,960 SF I
—.----------------
'n D'
RCF 6.5' ROi
LS 9814 111�RCF DEDICA7
0.3N X O.1 w ti LS 40015,18898
O.29V X 02� RCF
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LEGEND
EXISTING FEATURES
PROPOSED FEATURES
— —
ADJACENT PLAT/PARCEL LINE
a
SEWER MANHOLE
'——BOUNDARY
❑
ASPHALT PAVEMENT
— — — —
AY
ADJACENT RIGHT—OF—W
❑
PIPE FLOW
WAY
—
CENTERLINE
LOT LINE
LOT LNEE
CONCRETE
EASEMENT
R
FIRE HYDRANT
CURB FLOWLINE
— — — — — — —
SURFACE FEA TREES
�
WA TER METER
SIDEWALK
L/LlLILZ/1/1/1 BUILDING FOOTPRINT
M
GATE VALVE
— CENTER LINE
— —410—
10' CONTOURS
-------------SAWCUT
----,412--
2' CONTOURS
-0-
POWER POLE
EASEMENT
— — — — SD—
STORM DRAIN PIPE
C--
GUY ANCHOR
— — — — — — — BUILDING SETBACK (BSBL)
— — — — SS —
SEWER MAIN
190 10' PROPOSED CONTOURS
— — — — W —
WATER MAIN
CONIFEROUS TREE
192 2' PROPOSED CONTOURS
❑HP
AERIAL POWER LINE
FILL RETAINING WALL
PROPOSED UTILITIES
----G—
GAS MAIN
DECIDUOUS TREE
STORM DRAIN PIPE
0
STORM CLEANOUT
— ❑ — BOARD FENCE
❑
CA TCH BASIN, TYPE I
El
ASPHALT
------------- ROOF & F0077NG DRAIN
Q
CATCH BASIN, TYPE A
SEWER SERVICE
O
YARD DRAIN
El
CONCRETE
— — — — — — — WA TER MAIN
44
PIPE FLOW
Q
YARD DRAIN
❑o TYPE/ CS — STANDARD GRATE
0
SEWER CLEANOUT
M TYPE 1 CB — LOCKING LID
M--
WATER METER
❑o TYPE 40 CB — STANDARD GRATE
Jk
FIRE HYDRANT
@ TYPE 1! CB — LOCKING LID
ACCESS NOTE
ACCESS TO LOTS 1 AND 2 IS REQUIRED TO BE PROVIDED VIA THE SHARED
DRIVEWAY TRACT (TRACT A).
EXISTING UTILITY NOTE
SHEET INDEX
05
VICINITY MAP
NOT TO SCALE
PROJECT TEAM
OWNER
TRAILSIDE HOMES
116 1/2 S WASHINGTON ST
SEA TILE, WA 96104
PHONE. • (206) 706-1527
CONTACT STEVE LIPPERT
APPLICANT
25 CENTRAL WAY, SUITE 400,
KIRKLAND, WA 98033
P' 425-216-4051 F' 425-216-4052
WWW-THEELU ELINEGROUP-COM
CIVIL ENGINEER
THE BLUELINE GROUP
25 CENTRAL WAY, SUI 7E 400
KIRKLAND, WA 9803J
(425) 250— 7224
CONTACT: TODD OBERa PE
ARBORIST
549hL
L�J
r
CV
WLJ
Q
C)
I
N
Q
J
TERESA MI TCHELL RYAN SEELEY
19609 145TH AVE SE ISA CER77FIED ARBORIST PN-8096AT
RENTON, WA 98056 PHONE. • (253) 266-5665
(206) 498-1852 U-7
Q
SURVEYOR
Q
GOLD SMI TH
P.O. BOX 3565
BELLEVUE, WA 98009 a
PHONE. (425) 462-1080 CV
CONTACT LEE NYQUIST; PLS
SITE DATA �
SI7F ADDRESS
J625 MEADOW AVENUE N
PARCEL NUMBER:
J342700480
ZONING. •
R-6
GROSS S17E AREA:
39, 891 SF
DEDICATED ROW
700 SF
NET SITE AREA
(AFTER ROW DEDICA 17ON):
391891 SF
NUMBER OF LOTS PROPOSED.
2
MINIMUM LOT SIZE.
7,000 SF
AVERAGE L 0 T SIZE.
16,452 SF
SEWAGE DISPOSAL:
CITY OF RENTON
WATER SYS7EM:
CITY OF RENTON KENNYDALE 320 PRESSURE ZONE
SETBACKS.' 25' FRONT 0 5' SIDE*0 25' REAR
*COMBINED 15 FEET WI TH NO LESS THAN 5' ON EITHER HER SIDE
I
CV-D
I
COVER SHEET
2
GN-0I
GENERAL NOTES
3
TP-0
I
TES C PLAN
4
TD-0I
TESL NOTES & DETAILS
5
TR-01
TREE RETENTION PLAN
6
GP-0I
GRADING PLAN
7
LS-01
LANDSCAPE PLANTING PLAN
8
LIT-01
UTILITY PLAN
9
DT-01
STANDARD DETAILS
1 D
DT-132
STANDARD DETAILS
EXISTING U TILI TIES ARE SHOWN IN THE APPROXIMATE LOCA 770N. THERE IS NO
GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT THE LOCA i101V, SIZE
AND MATERIAL IS ACCURATE THE CONTRACTOR SHALL UNCOVER ALL INDICATED
PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO
TRENCHING OR EXCA VA 77ON FOR ANY PIPE OR STRUCTURES, TO DETERMINE
ACTUAL LCCA T10NS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE
APPROPRIATE PROVISION FOR PROTECTION OF SAID FA CIL1 TIES THE
CONTRACTOR SHALL NOTIFY ONE CALL AT 8-1-1 (WASHINGTON911.COM) AND
ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION.
1 REVISIONS PER CITY OF RENTON FIRST ROUND COMMENTS LMT 3/31/21 slsuEYED:
GOLDSMITH
2 RECORD DRAWINGS PER CITY OF RENTON REQUIREMENTS 9/9/22 DESIONEe
ALIREZ4 RAMEZ4NI, PE
DRAWN.
ALLEN BREWER
CHECKED:
YANNICK METS, PE
NO. REVISION BY DATE A P P R 11
SCAM,
AS NOTED
ONE INCH
AT Full SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAM 1
HORIZONTAL• MAD 1963 1991
DATUM
919122
CITY OF
RENTON
(D
Planning/Building/Public Works Dept.
SURFACE WATER UTILITY 0
jtarah 05/0412021
WASTEWATER UTILITY
Ann Fowlor 05�0412027 01
LOT COVERAGE
CALCULATIDNS
LOT 1 AREA:
17,663 SF
MAX BUILDING COVERAGE 40X
7,065 SF
MAX IMPERVIOUS COVERAGE 55%
9, 715 Sr
LOT 2 AREA:
14,960 SF
MAX BUILDING COVERAGE 40jK*
51984 SF
MAX IMPERVIOUS COVERAGE 5.53K*
A228 SF
R-417101
S-417101
W-417101
IN COMPLIANCE WITH CITY OF RENTON STANDARDS I I—
QEVELOPMENT ENGINEERING PLANNING DIVISION
0APPROVED IL
Nathan Janders 05/03/2021 05/03/2021 jding
REGIONAL FIRE AUTHORITY ¢ *"Qy WATER UTILITY Q
APPROVED0
cthomas 0510312021 ��=.R��� agafour 05/03/2021
DATE-
J 9/ 12�22
C0VER SHEET J
nEw"00' BOOK LU
PAGE: PAGE _
MITCHELL SH0RT PLAT DRAVANGNO:
CIVIL CONSTRUCTION PERMIT Cv--o r
33427004SO SHEET. r OF.10
r.�
Lal
SURFACE WATER STANDARD PLAN NOTES:
I HE Fo LK51MING I$ A LISTING # aeNPIIAL NOTF1s THJLT $HAur BE INCORPOt Mb A THE ORAkko9 PLAN $Pt- AI,L tklE j OnS 4:94 THE LIST MAY MIDT PEIkTAIN TD NERDY
PRpJECT. THE AFIRL ICPLN T OR QWNER, HER EPY REFERRED TO AS APPLICAwT, MAY STRIKE Q 0 T IRnL.9VANT NQTFS IF NOT "LI[ A9LFTO7►+F FR0jCcT. HaviEVER,, THE
APPLICANT SHALL HOT RENUMBER NOR EDIT THE Rf "N[N5 NDTE5. IF ADDITIONAL WTES ARE DEED Era FOR SPECIFIC A$PECt$, -tHEY SHALL BE ACIOED AFTER TMG
SURFACE WATER 5TANPAR9 PLAN NOTES
1 BEFORE ANY CONSTRU CTTON OR DEVELOPMENT ACTIVrTYOCCUIRS, A PRE-00M3TRUCTIQN MEETINO SHALL Be HELD AMONG THE CITY OF RENTON, HEREBY
REFERRED TO AS THE CITY, THE APPLICANT, AN THE APPLICANT'S CONTRACTOR.
Z THE APPLICANT SHALL8E RESKNSIBLE FOR SECURING ALL 14ECE55ARY CrtY, STATE. AND PRO ERAL PERMnSt MCA TO CONSTRUCTO(q.
3 ALL STORM DRAINAGE IMPRQVEMENT5 SHALL BE DESIGNED AND CONSTRUCTED IN ACCQR.QANCE WITH THE LATEST EDMON Of THE CITY OF RENTON SURFACE
WATER 43ENON MMUAL (RENTON 5WDM0, MENTONMUNICIPAL CODE IRMCJ, AND THE STANDARD SPECIFICATIONS FOR RDAA.BRIWE AND MUMCI PAL
CONSTRUCTION PREPARED BY WSDOT AND THE AMERr-AN PUBLIC W0RKSASSOCIA710N (APWYAJ FF M44LL BE T+iE SOLE RESPON9IBILTTYOF THE APPLICANT TO
CCRREC7 ANY ERROR, 0141SSION OR VARIATION FROM THE ABOVE REBUI REMENTS FOUND IN THE FLANS_ ALL rXMRECTION9 SHALL RE AT NO A13 OFT IONAL COST TO
THE CITY
4. APPROVAL OF THE ROAD, GRAD INM FARKI NG. WILDING. ANDDRAINAG E PLAN bGE5 N07 CONRTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION IE.G. WATER.
SEWER. GAS, ELECTRICAL. ETC.). PLANS FOR 5TRUCTURESSUCH AS DRIDGES. VAULTS. AND RETAINING WALLS RE0UtRE A SERA RATE REVIEWYAND APPROVAL BY
THE CITY P RIOR TO CONSTRUCTION THE 5URFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCT€DACC ORDING TO THE APPROVED PLANS ANY DEVIATION
FROM 714E APPROVED PLANS WILL REQUIRE COORDWAT ;ON FOLLOWED BY WRFITENAPPROVAL FROM THE CRY
SL A COPY OF THE APPR43VF D PLANS SKILL BE ON THE JOB 617E WW-NEVER CON STRIICTEN IS I N FIR MMS-
C THE LOCATIONS OF ALL FAISTFNG LIT ILITICS SHOW14 HEM011HAVE BEEN ESTAB UGHE0 III FIELD 5URVEY OROBTALNED FROM AVAILABLE RE CORDS AND SHALL
THEREFORE BE CflN5ID€RE0 APPROM IVAT E ONLY AND NOT NEC ES5ARILY COMPLETE, IT M THE SCALE RESPONSIBILITY OF THE; APPLCA14T ANCI THE APPLICANTS
CONTRACTOR TO INDEPENDENTLY VERIFY THE A6CURAGY OF ALL UTILITY LOCATIONS SHOWN. AND TO FURTHER DISCOVER A140 AVOID ANY OTHINR UTILITIES NOT
SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT 5HALL RECQRD ON THE AS -BUILT DRAWINGS ALL
UNDOCUMENTED UTILITIES DISCOVER£DAND ANY CNANCESTOTHE APPROVED PLANS. THE APPLICANT SMALL IMMEDIATELY NOTIFY THE ENGINEER CF RECORD IF A
CONFLICT EXISTS.
7, V1=R,T1M 0ATUM SHALL - PIAVP AS -P HQR 1ZOrh4 FA, DATUM SHA4,19E NA 83 IWA $TATC PLANE, NCRTH). UN1,R$S PT HERWI SE AP PROVEP Ely THE - CITY_
RFF-ERENGE 8ENCHM/4RIS, PATI,IM, AND EEV IOW S1iALL3E NOTED QN THE PLRMS.
9. ALL URtLITY TRENCH 9ACKFILL AND -ROADWAY "GRADE SHALL 8E COMPACTE D TOSS% MAXIMUM DRY DENSITY PPR SEC71101H 2.02 3(14)0 - COMPACTON AND
M0I&TURECDNRROLTESTS OF THE WYSOOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND CTHER INFILTRATION AREA S. ALL TRENCH BAZCKFFLL SHALL
SE FIRM ADD UNYIELDING BUT FN NO CASE SHALL SE COMPACTED TO MORE THAN. 925! OF MAXIMUM DFtY OF-MS1TY-
9- OPEN CUTTING OF EXISTING ROADWAYS FOR STORM ORMINAGE WORK I NOT ALLCIMED UNLESS SPECIFICALLY APPROVED13Y THEUFTY AND NOTED ON THE SE
APPROVEDPLANS - ANY 0PCN-CUT SHALL RE RESTORER] IN ACCORDANCE WM-f THE 07" TRENCH RESTORATICN STANDARDS.
10 ALL PIPE AND STRUC,TURE9 SRTALL BE STAKE 0FOR SURVEYi1NE AND ISRACIE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON T+iE PLANS OR WHERE
DIRECTED BY THY; CITY. THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL B€ ADJUSTED TO THE GRADE AS 8TAKED.
11. ALL FLOW CONTROL FACaLMES SHALL BE INSTALLED AND IN OPERATION PRIOR f0, OR IN CONJUNCTION WITH, ANY CO14STRUG7I-DN ACTIVITY UNLEStIDTHEF%M%E
APPROVED BY THE CFFY,
12 ALL PIPE AND APPURTENANCES SHALL $E -AID ON A PROPERLY PREPARED FOUNDATION I M AC CORDANCE WITH THE CURRENT 37ATE OF WASH INGTON STANDARD
SPECIFICATION FOR ROAD AND BRIDGE C(A4STRUCTION. THIS $HALL INCLUDE NECESSARY LEVELING OF THE TRENCHBOTT❑M OR THE TOP OF T}IE FOUNDATION
MATERIAL,AS LFTFLL AS PLAGMFNIT AND COMPACTION OF REOUIRED B€DDING MATERIAL TO UNLFORMGRADE SO THAT THE ENTIRE 1.-t=NGTH ✓7F 7HE PIP£ WILL BE
SUPP4DRTRD ON A UNiFOPM-Y DFMAE, ut-MEMPNG RAM. ALL PIPE MMO ING ANib 9At;KPLL $HALL 9P AS SHC*-W C N THE CITY ATAN DARI) PLAN 22M-00, "0.1 o- AND
220-n
13 STEEL PIPE SHALL BE ALUMINIZED. OR 4ALLVANIZED WITH ASPHALT TREATMENT 1, 2, 011151NSIDE AN OUTSIDE.
14. ALL DRAINAGE STIR UCTURESSUCH AS CATCH BASINS AND MANIH0L.ES SHALL 9E FITTED WITH DUCTILE IRON, BOLT -LOWING IJDS PER THE CITY 8TAN DARD PLAN
204-10.20420, N4AO, 274AC_ AND 204.50. 6 rRLFCTURES SHALL HAVE:
■ RECTANGULAR OR ROUND, SCLID LIDS WHEN NOT COLLECTING RUNOFF, AND DUTSCE OF THE RCAD WAY.
• ROUND, SOLID LIPS V6MF-N NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE RQADWA.Y. BVFT-CWSIOE OF THE CUR&GUTTER LM.
• ROPUNC, SOLD LJDHTS DISPLAYING THE C1TY LOGO WHEN WITHIN THE PUKIC RIG-CF-WAY OR IN AN EASEMENT TO THE CRY. PRIVATE STRUCTURE LOS OUTSIDE
PUBLIC RIGHT-CF -WA Y AND EASEMENTS TO THE GUYEHALL NOT DISPLAY THE CFTY LOGS.
15� BILW-PIIM AMID M-"F;R SMVCrTLIRES SHALL IRE PLACIEDINAGCORDA>IGE WITH TAKE 4 I EASEMENT VVIPTH5 ANP 5IJI;,PINQ5 SF;TRACKS LINES OF THE RENTQN 5WPM-
16.. LIDS OF MANHCLESfCATCH BASINS WITHIN PUBLIC RIGHT -CIF -WAY SHALL NOT RE ADJUSTED TC FINAL GRADE UNTIL AFTER PAVING. ALL MAN11CLEhCATCH BASIN RIMS
SHALL BE ADJUSTED 70 BE FLUSH WITH FINAL FINISHED GRADES, UNLIFSS CTHIERINME SHOWN
17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-CF-WAY SHALL BE Or SUFFICIENT LENGTH TO PROVIDE A MINIMUFA 3:1 SLOPE FROM THE EDGE OF THE
DRIVEWAY TO THE'BOT `014 OF THE DrrCH.
UNLESS OTHERWISE NOTED, DRAWING F. NDT TO SCALE
STD. PLAN - 267.00
PUBLIC WORKS SURFACE NEATER STANDARD PLAN Bey:
}I DEPARTMENT NOTES (1 OF 2) artin Pastucha8/13/2
DA
SURFACE WATER STANDARD PLAN NOTES,
THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE IMCORPO'RATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST WY NOT PERTAPNTO EVERY
PROJECT. THE APPLICANT OR 0VVNER, HEREBY REFERRED TQ AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLIC.rtiBLETO THE PROJECT, HOWEVER, THE
APPLCAN T SHALL NOT RENUMBER NOR EUFT THE REMAJ-NM40TES, IF ALUTIONAL NOTE5 ARE NEEDED FOR SPECIFIC ASPE GTE. THEY SHALL BE ADDED AFTER THE
9LIRFACE WATE R STANDARD PLAN MOTE 5
18 ROCK FOR ER -SION PRDTECTIDN OFIROAMIDE DITCHES. WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE 111 FOOT
AND SHALL MEET THE FOLLOWING SPECIFICATIONS:
■ 4 _ 8 INCH ROOFS F4D - T0% PASSING;
• 2-4INC HHOCK F3O-40%PASSIW;ANO
• LESS THAN 2 INCH ROCK 110. 211% PASS&G.
19 FOOTING GRAIWLG E €Y$TEM$MCI ♦ROOF POW N$Pbvt SYSTEMS $-PALL NOT M INTERGONNE TIEV AND $HALL $.t1PAR ATELY co*-Ey COLLIEC MD fLDw5 TO THE
CONVEYANCE SYSTEM OR FLOW CONTROL FACILMY ON THE SITE, UNLESS APPROVED 6Y THE CITY, FOOTING DRAINS SHALL NOT BE CON NEC MDTO ON-51TEOMPS_
20- THE END OF EACH STORM DRAIN STUB SHALL BE CAPPE77_ A CLEANCUT TOPPED WITH A ROL T-LOCKING LFO MARKED 'STDRM- OR'DRAIN' SHALL 9E LOCATED AT THE
PROPLRTY LIN€ OR AT THE POINT OF CCNN€CTICN OF A PRIVATE STOPJAWMINAGE CONVEYANCE SY97FV P€RTHE CITY STANDARD PLAN 22T-M
21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LJ WE AND GRADE BY A SUR VEYOR LIE ENSED IN WASHINGTDN STATE. AN13 CLIT SHEETS SHJLLL BE PRCVLOED
TO THE CITY PRIOR TO CDNSTRJCTION-
22. ALL NEWLY4NSTALLED AND NEWLY-REHABILl7ATED (PUB UC AND PRdVATEI STORM C0 MMAMCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV
ACCORDING TO THE CITY STANDARD PLATE 2W-D , CCTV INSPECTIONS AND REPORTS SHALL BE SUB ITTJoO TO THE CITY PRIOR TO RECEWIN-G APPROVAL TO INSTALL
PROACT CURBS, GTITTERSANDJOR PAVEMENT
23. ALL STORM SYSTEM 5 AND CiONNECTICFTI5 TD EXISTING MAINS SYNdL BE TESTED IN ACCORDANCE WFTH SECTION 7-1A.3(1 ) OF THE W613M STANDARD 5PECIFICATION5
AND IN THE PRESENCE OF A REPRESENITATI VE CIF THE CFFY, STORM DRAIN STUBS, SHALL 13E TESTED FOR AC EPTAJNDE AT THE SAME TIME THE MAIN STORM IS
TESTED
24. FOR ALL DI8TURSPED PER VFOU3 AREAS {COMPACTED, GRADED, LANDSCAPED. ETC,5 OF THE DEVELOPMENT SITE, TO MiJNTAIN THE MOISTURE CAPACITY OF THE S01L
EITHER STOCKPILE AND REDISTRIBUTE THE EVSTING GUFF LAYER AMID NATIVIE TOPSOIL ORAMEN 0 TFE SOIL WITH CDWOST IN ACCORD ANGE WITH STAND PLAN
264-00_
25. ISSUANCE OF THE DUILDINGa OR CONSTRUCTFON PERMITS BY THE C17Y DOES NOT RELIEVE THE APPLICANT OF THE 00NTINLFINGLEGAL CBLMTION ANMOR1-1ABILTTY
CONNECTED WITH 3TORNMATER DISPOSAL THE CITY DOES NOT ACCEPT ANY 081.IGATION FOR THE PROPER FUNCTI0NWGAND MAINTENANCE OF THE STORM
SYSTE V PR 0 VIDE 0 OU R ING C(M TRUCTRCN
20. ADECUATE SAFEGUARDS. SAFETY DEVICE$. PROTECTIVE E0IJIF'MENT. F1.ACGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE. HEALTH. AND SAFETY CIF
THE PUBLIC, AND TO PROTECT PROPERTY IN CONNEDTICIN WITH THE PERFOROAANCE OF W0RK-SHALL BE PROVIDED_ ANY WORK WITHIN THE 7RAVELED
RIGHT-OF-WAY THAT k1AY INTERRUPT NORMAL TRAFFIC FLOW SHALL R.EOUIRE A TRAFFIC C40MTPCX[. PLAN APPROVED BY THE OfIY ALL SECTJONS CIF THE WSDOT
STANDARD SPECIFICATIONS 1-10 TEMPORARYTRJIFF C C0WFIOLSHALL APPLY
27. PRCVECTSLDCATED WITHIN THE CITTS AQUIFER PROTECTION AREA IAPA) SHALL CORIPLY WITH 5PEGIAL REQUIREMENT NG OF THE RENTON SWUM AND AQUIFER
PRDTECTIDN REGULATIDN8 (RMG 4-2�M).
28. PLACEMENT OF SURFACE APPURTENANCES (CATCH EASFNMAN HOLZ LID5, CU-AWWS. INLETS, ETC,) IN THE STREET TRAVEL LANE WHEEL PAT H.INTERS ECTPONS OF
STFJEET TRAVEL LANE5, $EKE LANEG. SIDEWALKS. AND CRCS5WALJLS SHALL BE AVOIDED WHENE VCR PC]557BLE. ANY SURFACE APPURTEMANC4 PLACED IN A
SOEWALK OR CROS5 NALK SHALL BE FITTED AITH A NONSLIP OR NON-SKID LJD PIER ADAREQUJRELIENTS.
29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE FLA MS. FRIVAT€ SYSTEMS SHALL BE MAIITTAJNED BY THE APPLICANT.
30. MIN IVUM COVER OVER STORM ❑RAINA_GE PI PIE 5HAIL SON FOR MTO TABLE! 4-21A2 OF THE RENTDN SWUM.
31. CONSTRUCTED PERMEABLE PAVEMENT 9FN4LL BE PERMEABLE EhiCiJOH TO ASSOfi9 WATERAT A MINIMUM RATE OF 20 iT1CHES PER HOUR iMMEOLATELY AFTER THE
PAVEMENT SURFACE HAS BEEN VVETTED CCN1iNUMSLY FOR AT LEAST 10 MIN LFTES- COMPLIANCE WRH THIS MIN -MUM RATE SHALL BE CHECKED PRIOR TO
CONSTRUCTION APPROVAL OF THE PAVEMENT COMPLIANCE MAY BECHECKE0 USING A SIMPLE BUCKET TEST I WHICH 5 GALL LC IN 5 OF WATER IS POURED ONTO THE
PAVEMENT SURFACE ALL AT ONCE. I F ONLY A LLIFJOR AM OF WATER PONDS OR RUNS OFF THE SURFACE. TH EN THE PAVEIJEN7 IS CONSIDEdRED TO MEET THE
FAIN ILTUM IRA TIE CIF ABSORPTION. AT LEAST LINE TEST SHALL BE CCNDUCTEDPER 1.000 SOUA1tE FEET OF PERMEABLE PAVEMEN1. IF THIS TEST 13 NOT CONCLUSIVE.
THEN A140THEIR TEST PER ASTIR C1701 SHALL BE CONDUCTM FM LARGE AREAS IE.G.. PARKING ARE-ASi, TESTING 0 3SERVAT ION MAY BE ACCOMPLI-SHED W HILE
WALKING, BEH IND A SLOWLY I CMUG WATER TRUCK DISUHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE FAV ERS SHALL BCE TESTED USING
ASTM C1781-
PUBLIC WORKS
URI DEPARTMENT
SURFACE WATER STANDARD PLAN
NOTES (2 OF 2)
UNLESS 0THERW15E NOTED. DIRAWING IS NCT TO SCALE
STD, PLAN-21i7,10
8�+6kiaa by:
artii,n PastuchA�13120
M1]1Fa499AiL❑. OA
GENE:R./LL NWMS:
1. ALL NEWLY IRIS TAU. ED ODIC NEWLY-REHASIUITA-rED [PUBLIC AND PRIVAME SANFTARY SEWER AND ST0RIM DRAIN MAIN UN5 SHALL BE
1NSPECTED BY MEANS OF REMOTE CCTV, CCTV INSPECTIDNS AND REPORTS SHALL BE SUBMITTED TO THE CITY OF RENTON INSPECTOR
ASSIGNED TO THE FIR pJECT PRIOR TQ-REDEIVING APPROVAL TO INSTALL PROJECT CURB$, GUTTERS. AMEN DR PAVEMENT.
2 TT-0E CONTRACTOR SHALL PERFQRUJ+LL CCTV INSPECTIOINS IN ACG4RDAWE WITH TI-PE NATIONAL ASSQCIATIOM QF $EWER $ER410E
CCIWANIE5 WASSCOI PIPELINE AS:ES5MEW CERTIFICATION PRO RMI IPACP?,
J. ALL CCTV OPERAT QRS $HALL HAVE CURRENT MASS -CO PACPCEPRTIFK:AITKXN,
4. CCTV INSPECTPONS SHALL BE RECORDED IN AGRAHFTENET COVPAT 10LE FOR NIA T DATABASE JGNG THE LATEST SOFTWARE VERSI0N
AND SWM17TED WITH FIE CTMNIC LINKS BETWEEN THE DATA AM THE VIDEO ON AN WEPAk- HD6, M. CR FLAW bRIVE_
5. ALL CCTV INSPECTION REPORTS SHALL BE ►-THIN 4A- 7W0(21 FFET OF THE MF,AJSUfRFD LINEAR f DOTAGE BETWEEN MANHOLES ALCKr,
TH E EKISTING PIPEL INE GENTERLML FROM THE START OF PIPE TO END OF #PIPE.
9. ALL OWNER AND PACP RIEQUIREJD HEADER INFORMA-r ON MUST BE FULLY AND ACCURATELY EN?ERED 0" ALL CCTV REPORTS. WORK MDT
FOLLUMW THESE SPECIFICATIONS WILL BE REJEGTE0 AND THE CONTRACTOR STALL BE REQULREF TO RE-CG`IY THE WORK.
7. THE DOCUMENTATION OF THE WORK SHALL CONSIST DF PACPCCTV REPORTS, PACP DATABASE- LUGS, ELECTRONIC REPORTS, ETC
MATING IMFORTANT FEATURE$ ENCOUNTERED DURING THE INSPECTION. THE SPEED OF TRAVEL SMALL BE SLOW ENOUGH TO 1N$PECT
EACH PIPE JOINT, TEE CCMEO-TIDM, 87RUCTUHAL DETERIORATION, INFRTRATKA AND INFLOW SOURCES, AN DEPOSITS, BUT SHOULD
NOT. AT ANY TIME, BE FASTER THAN 30 FEET PER VINUTE, ESOEATAS NOTED OTHERWISE 114 TH13 DOCUMENT.
0. THE CAMERA YUST HECENTEREC IN THE PIPE TO PROWIDE AGCU-RAPE DISTANCE MEASUFT--KNTS TO PROVrDE LOCATIONS OF FEATURES
1N THIE SEWER AMP THESE FOOTAGE MEASUREMENTS SHALL BE DiSM AYEA AND UMUMENTED ON THE VIBE❑ ALL PACP OCSERVATJON5
SHALL BE LDUMFIED BY AUDPO AND QN A PACP LW. ALL VIDEO MUST BE CQNTINUOUBI,Y MET IERED FROM MAN NME TO MANHOLE, ALL
VIQEQ -RECORDING SHALL BE C0NTINVQU5 FROSTRUCTURE TO STRUCTO STRUCTURE WITT1 NO "PAUSING' OF THE VIDEO RECORDLN3 DURING
EACH PIPELPN E UN9PEGTIQN- THE PIPE SHALL BE CLEATAEQ PRIOR TO THE CCTV IM3FECTION- O ENSURE ALL DEFECTa, FEATURE. AND
OWERVATION5 ARE SEEM AND L000EID
9 JUST PRIOR TQ BEGINNING THE CCTV INSPECTION, WHILE THE CCTV CAMERA 18 M PLACE AMID RECORDI MG. WATER{CONTAINING DYE]
SHIALL BE INTRODUCED INTO THE UPSTREAM LWA-IOLE OF EACH PFPE SEGMENT UNTIL IT19C65ERME0 AN RECORDED FLOWING PAST
THEE CAMBRA'S FIELD OF VISK)N IN ITS ENTIRETY.
10 THE CCTV CAMERA SHALL HAVE A WATER -LEVEL MEASURING DEVICE (HALL, CY:-I NDEK ETC.) ATTACHED THAT HAS Tr4- Lka RKI NCS TO
SHOW THE DEPTH DF WATER IN THE PIPE EKIRINa THE CCTV I MW ECTiCN.
11 ALL IU%NN4LE5 SHALL DE CHIANNELED AMC CUA TED PM R TO 4CTV 1149 PErTIPN
12 PER O1TY OF RENTON 5PECiFICATI0N 7-08 9(2jd, SEWER AN 5TOF'M DRAIN PIPELINE SHALL11AVE NO MORE THFNN Tr rOF "DI NO TO 8E
CONSIDERED ACCEPTABLE.
UN LESS OTHER MILE MOTE O, ORA WI Mfi IS NP-1 TO KALE
STD. PLAN - 266.00
DEPAR
UR
PUBLIC
EPAR II�DRTMENT T ���
CCTV INSPECTION SPEOFICATIONS R Rnt A 9/28/2019
1 REVISIONS PER CITY OF RENTON FIRST ROUND COMMENTS
2 RECORD DRAWINGS PER CITY OF RENTON REQUIREMENTS
►1�11
REVISION
WASTEWATER UTILITY STANDARD NOTES
1 ALL WORK AND MATERIAL SHALL HE IN CONFORMANCE Wr H THE STANDARDS AND SPECIFICATION OF THE CJTy
OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOTlAP4YA STANUARfDS AND
SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS A SPECIFICATIONS
A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT AU TIMES DURING CONSTRUCTION
2 DATUM FOR VERTICAL CONTROL SFIALL BS NORTH AMERICAN VERTICAL DATUM 1988 HORIZONTAL CONTROL
SHALL BE NORTH AMERICAN DATUM 19183h921 UNLESS OTHERVYISE APPROVED BY THE CITY BENCHMARKS
AND MONUMENTS SHALL BE REFERENCM 09 TmE APPROVED PLANS
3 A PRE-CONSTRUOT'ION CONE RENCE AND A 24-HOUR NOTICE SHALL IRE REQUIRED PRIOR To STARTING NEW
CONSTRUCTION FT SHALL BE THE CONTRACTOR'S RESPONSIBILJTY TO SECURE ALL NECESSARY PERMITS,
I-NCLLIDING STREET USE PERMITS, PRIOR TO START-NIS GQN*T13UGTI4N IN45PECTIUN WILL BE ACCOMPLISHED
BY A REPRESENTATIVE OF THE CITY, IT SMALL BE THE CONTRACTOR'S RESPONiSIBIUT'Y TO NOTIFY THE PUBLIC
WORKS INSPECTOR 24 -HOURS IN ADVANC-E OF OAWILLING ALL CONSTRUG-BON
4 THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE PER CITY SPECIFICATIONS CD WEEKDAYS
UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AN APPROVED TiRAFFrC
CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY VVQRK WITHIN THE PUBLIC RIGHT-OF-WAY
5 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUGTION AND
FOR THE SAFETY OF WORKERS AND -OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL,
STATE AND FEDERAL REQUIREMENTS-
0, ALL LOCATIONS OF EXISTINIS UTILITIES SHOVWN ARE APPROXIMATE AND IT SHALL SE TH-E CONTRACTOR'S
RESPONSIMLITM TO VERIFY THE TRUE AND GGRRECT LOCATION 30 AS TO AVQI❑ DAMAGE OR 0ISTURBA-4CE
THE CONTRACTOR SHALL COMPLY YVrTH THE REC}UIREMENTS OF RCW 13 122 A DIG TICK17 SHALL BE
❑STAINED A VtNIMUM OF TWO BUS iNIESS DAYS PRIOR TO STARTING ANY EXCAVATION- THE CONTRACTOR
SHALL HAVE A COPY OF THE DIG, TICKET ON SITE AT ALL TIMES
7- BACKEi- L SHALL BE PLACED EQJALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE Av2RAGE DEPTH
OF 12-INCHES, MAXIMUM DEPTH 18-INCHES, THOROUGHLY COMPACTINQ EACH LAYER TO 95 PERCENT OF
MAXIMUM DENSITY THESE r,DNAPAOT£D r,AYERS MUST EXTEND FOR ONE PIPE ❑FAMETE:R ON EACH SIDE OF THE
PIPE OR TO THE 51❑E OF THE TRENCH MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL HE
EQUIVALENT TO BANK RVN GRAVEL FOR TRENCH B-ACKFILL(S-03.19),
B SANITARY SEWER PIPE SHALL BE PaLYONYL CHLORIDE {PVC} RUBBER-GASKETED ASTNI ❑ 3034, SDR 35.
CNO C905 OR -DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CITY
9 SANITARY SEWER PIPES SI-(ALL NOT BE LOCATED UNDER ANY STRUCTURE (VVALL, BUILDING FOUNDATIoN1, ETC }
UNLESS APPROVED BY THE CITY IF A SANITARY SEWER IS TJU B!F LOCATED UNDER ANY STRUCTIL11RE (WALL,
BUJLDING FOLINDATIONI, ETC.), IT SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE
OF WASHINGTON IN ACCORDANCE WITH STANDARD DETAIL 412
1C. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHIES ON F-XI,5rINO TRAVELED ROADWAYS SHALL BE
BACKFILLED VVITH CRUSHED SURFACING AGGREGATE (WEDOT SPECIFICATION 0-019(3�AND MECHANICALLY
COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY
11 ALL PIPE AND APPURTENANCES SHALL $E LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH
THE STANDARDS AND $PCGIFICATION OF THE CITY AKD THE LATEST EDITION OF THE WSDOTIAPWA STANDARDS
AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTGN STAINIDAR❑ PLANTS a
SPECIFICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM- OR THE TOP OF THE
FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED
ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING SHALL BE IN ACC❑ROANCE VVITFI SrANCARD PLAN
405
12 ALL DISTURBED AREAS SHALL BE SUrcDED AND MULCHED OR OTHERWBE STABILIZED TO THE SATISFACThON OF
THE CITY FOR THE PREVENTION OF ON -SITE EROSION BOTH DURING CONSTRUCTION A14D APER THE
COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL
13 THE CONTRACTOR SHALL PROVI❑C THE. CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER
SYSTEM WHICH HAS iiEEN STAMPED AND SIGNED BY A LICENSED PROF EGSIONAL ENGiNEI43 OR LICENSED
PROFESSIONAL SURVEYOR
Aomtk L077C�
-TDPLAN - 4L3
PUBLIC: WORKS WASTEWATER UTILITYNkw
YDEPARTMENT STANDARD NOTES artin Pastuchaa12s
�E-XISTING UTILITY NOTE
EXIS77NG U 77LI77ES ARE SHOWN IN THE APPROXIMA 7E LOCA 770N. THERE IS NO
GUARANTEE THAT ALL U77LITY LINES ARE SHOWN, OR 7HA T THE LOCA 770N, SIZE
AND MATERIAL IS ACCURATE THE CONTRACTOR SHALL UNCOVER ALL INDICATED
PIPING WHERE CROSSING, INTERFERENCES, OR CONNEC77ONS OCCUR PRIOR TO
TRENCHING OR EXCA VA 77ON FOR ANY PIPE OR STRUCTURES, TO DETERMINE
ACTUAL LOCA 77ONS, SIZE AND MAMMAL THE CONTRACTOR SHALL MAKE THE
APPROPRIA7E PROVISION FOR PR07EC77ON OF SAID FACILITIES 77-IE
CONTACTOR SHALL N077FY ONE CALL AT 8-1-1 (WASHINGTON811. COM) AND
ARRANGE FOR FIELD LOCA77ON OF EXIS77NG FACIL177ES BEFORE CONSTRUC770N.
LMT 3/31/21
9/9/22
BY DATE APPR
L]
BLUELINE
25 CENTRAL WAY, SUITE 400,
KIRKLAND, WA 98033
P- 425-216-4051 F- 425-216-4052
WWW-THEBLU ELINEGROUP-COM
DATER PLAN GENERAL NOTES Sundard Plan N17. 300
L ALL WORK AND MAkTERM&S SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUSUC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT I APWA STANDARD SPECIFICATIONS, LATEST EDITION AS
AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT TILE JOB SM WHENEVER CCNSTRLICTION
IS iN PROGRESS, A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR
AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PE41MRS PHIDR TO CONSTRULFICIN,
2. ALL DUSTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL
CALL 1-900--424-5555 TO VE It1FY UTILT Y LCICATIONS REFORE BEGINNING FXCAVATION,
3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND
"CATALOG CUT$° FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY IHE CrTY OF RENTON PIRIORTO BRINGING ANY
MATERIALS ON-SITE-
4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C
104. PIPE JOINTS SHALL ELE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS
PER ANSIIAWWA C110/A21.10-92. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 9-MIL BLACK, TUBE -TYPE,
POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS.
5. MINIMUM COVER FROM TOP OF WATER MAIP45 TO FINISHED GRADE SHALL BE M INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS
AND 48 INCHES FOR PIPE DIAMETER OF 1-2-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE &D INCHES.
ANY DEVIATION$ NAIJST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR,
THE PROFILE OF THE W ATE R MAIN SIH ALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TD PROVIDE MINIMUM COVER.
PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE U5ED. AtLTRENCH
BACK FILI SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MDDIFIED PROCTOR TEST
METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRNEWAYS, AND 85 PERCENT MDD IN UNPAVED
AREAS, ALL PIPE ZONE COMPACTION SHALL BE 95 MDD.
6. CONCRETE BLUING FOR WATER MAINS SHALL BE DESLGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CrrY OF
RENTON STANDARD DETAILS AND SPE01FICATLDFiS AND SHALL BE INSTALLED AT ALLVERTICAL AND 110RIZOWALL BENDS, FITTINGS
AND BASE OF flYDRAN15. ME4GA-LAGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADIDMON TO
CONCRETE BLOCKING,.
7. ALL NEW WATER MAIN PIPES AND FRTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED,
DISINFECTED, AN17 TESTEU. CLEANING, PRESWICE AND PUR" TESTING SHALL BE DONE IN THE PRESENCE QF AND UNDER THE
SSUPERVLSION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS,
CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT j BLOCKING FOR TESTING AND PURrrYACCEPTANCE. NO
CONNECTION SHALT. BE MADE BE1WEEN THE N-EW MAIN OR BETWEEN THE NEW WET -TAP VALVE TOAN EXISTING MAIN UNTIL
THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING.
S. NEW WATER MAINS INCLUDING, SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 250 PSI ABOVE WORKING
PRESSURE WITH A MINIMUM OF 22S PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSf PRESSURE DROP DURING
THE ENTIRE TEST PERIOD_ U PON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL Bf DLSIHFECIFED, FLUSHED,
AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS MSPECTOR.
9- THE CONTRACTOR SHALL NOTIFY THE CRY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING
DAYS PRIOR TO MAKING CON NECrION5 TO THE EKIMNG WATER SYSTEM, THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER
MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FrTTINGS REQUIRED FOR
THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND
Ail MATERIALS REQUI-RED FOR THE CITY OF R€NTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE
CONTRACTOR SHALLPROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETESURFACE RESTORATION.
SM- PLAN - 300.0
P U BLic W RKS WATER PLAN GENERAL NOTES
[7PARTMENT
MARCH 2010
R-417102
S-417102
W-417102
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
E
ENT ENGINEERINGnders 05/03/2021 (:D]
9/9/22
SURVEYED: SCALE: DATE:
GOLDSMITH HORIZONTAL FINAVD 1988
3/1991 9� 1 �,� 2
AS NOTED C TY OF GENERAL MOTES DESIGNED: ALIREZA RAMEZANI, PE FlELDBOOK: BOOK
PAGE:
DFFAYYN: RENTON M► TC H E L L S HORT PLAT DRAWING NO:PAG E
ALLEN BREWER ONE INCH DATUM
CHECKED:
NETS, PE Al FULL SCALE Planning /Building/Public Works Dept. CIVIL CONSTRUCTION PE R A41 T G IV -❑ i<
IF NOT ONE INCH
APPROVED: SCALE ACCORDINGLY 3 3 4 2 7 CI❑ 4 SO SHE: 2 OF, 10
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1OZ 65
�.� `' �• v � (TO REMAIN) (7YP).•......-
•.CONC
TEMPORARY -
WOOD - Ci STEPS /--------- J ,•.'
�; 1
RET WALL I/ •� ` RPE= //��-�1 LPLANTER� .. ► '1 ��� STAGING &
197.41 � f � , �j8 5TAREAILE ' 1
I Nr
CONC
.STEPS 1 105<10' C'PVCRETE WASHOUT 176
- - --_ __ PER DETAIL, CSWPPP
1 - I f/ N ss, UNDER SEPARATE COVER EX SIDE SEWER
-��-- TO BE REMOVED, CUT,
`l `jam AND CAPPED AT THE
0 TMS-4 .-"--`:ti + �-'. - PROPERTY LINE)
6' WOOD 1/2� BENT • N•,`, `NN
ti_ SANITARY SIDE SERWC
�f FENCE IRON'ROD I �d� -.� `. J RECORD LOCA770N
1. PF I N 88'40'46" W 374.80' KEYSTONE WALL =� -
0. X ?�.�_- r . I l
N; rf RCF r' _
LS 9814 � SITE BM#3 RCF
Q3N TMS-3 R
ELEV=1898]4 I 1 r
_--, 0 79 ��.
•� �� �� �• 0.3N X 0.1 IN I 1
EX OFFSITE TREE I'
L--� TO REMAIN
{TYP)
013NETRLICTI13N SEIPLIENCE
I. PRE -CONSTRUCTION MEETING
2. POST SIGN W77H NAME AND PHONE NUMBER OF CSWPP/E5C SUPERVISOR (MAY BE CONSOLI❑ATED WITH
THE REQUIRED N077CE OF CONSTRUCTION SIGN).
J. FLAG OR FENCE CLEARING LIMITS.
4. INSTALL CATCH BASIN PROTECTION AND STORMWATER BMP AREA PROTECTION AS REQUIRED.
5 GRADE AND INSTALL COIVSTRUC7701V ENTRANCE(S).
6. INSTALL PERIME7FR PRO 7FC7101V (SILT FENCE, BRUSH BARRIER, ETC.)
7. GRADE AND STABILIZE CONSTRUC170N ROADS.
8 CONS7RUCT SURFACE WA TER CON 7ROLS (INTERCEPTOR DIKE5y PIPE SLOPE DRAINa ETC) SIMUL TANEOUSL Y
Iff7H CLEARING AND GRADING FOR PROufCT DEVELOPMENT. CONSTRUCT SWPPS CONTROLS IN ANTICIPATION
OF SCHEDULED CONS 77?UC770N AC77W TY (E. G., CONCRE7F RELA TED pH MEASURES FOR U 77LI TY, VAUL T OR
ROADWAY CONSTRUCTION)
9. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE W771 APPENDIX D OF 771E CITY OF RENTON
SURFACE WATER DESIGN MANUAL AND MANUFACTURER S RECOMMENDA 77ONS
10. RELOCA7E EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDI770NS
CHANGE THE ERO510N AND SEDIMENT CONTROL AND POLLU77ON PREVEN 77ON IS AL WAYS IN ACCORDANCE
W774 THE CITY'S ER09ON AND SEDIMENT CONTROL STANDARDS
11. COVER ALL AREAS THAT WILL BE UN WORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR
TWO DAYS DURING 774E WET SEASON W7N STRAW, WOOD FIBER MULCH, COMPOST, OR EQUIVALENT.
12. STABILIZE ALL AREAS THA T REACH FINAL GRADE W1 THIN SEVEN DA YS
13 .SEED OR SOD ANY AREAS TO REMAIN UNWOR►CED FOR MORE THAN 30 DAYS
14. UPON COMPLE770N OF 771E PRO. ECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF
APPROPRIATE.
DRIP LINE
.I TYP 01
00 p`L
SPILL KIT NOTE
CONTRACTOR TO KEEP SPILL KIT ON HAND AND ACCESSIBLE DURING
REFUELING AC77VI77ES AS DETAILED 1N APPENDIX D.2.2 4 OF 771E 2017
CITY OF RENTON SURFACE WA7FR DESIGN MANUAL.
50/L AMENDMENT NOTE
PERVIOUS AREAS TO BE CLEARED AND GRADED ARE SUBJECT TO SOIL
AMENDMENT. SOIL AMENDMENT WILL BE ACHIEVED VIA OP 77ON 4A
INCLUDED IN 771E COMPOST & TOPSOIL CALCULA77ON WORKSHEET FOR
THE PRE -APPROVED AMENDMENT RATE UNDER SEPARATE COVER. NA 77VE
DUFF & TOPSOIL SHALL BE STOCKPILE IN 771E AMOUNT SPECIFIED & BE
REAPPLIED AFTER GRADING & CONSTRUCTION.
CERTIFIED ERGS/ON d'c SEDIMENT
CONTROL LEAD
NAME.•
TO BE DETERMINED
.4
:4::
Y"-
t
i
0�`
v�
�o
3�O
TALL TEMPORARY
CONSIRUC71ON ENTRANCE
PER PER COR STD PLAN
215 10, SHEET TD-01
RBF
��0-2NX 0. a
6' WOOD
_._ FENCE
U---
RBF\p ►
_ LS 10766
�p1?vXD0'W\
I' CA TE -N,
EX TREE - T
TO REMAIN
(TYP)
1
N
f►►J �
1
+ SCALE: 1"' = 20"
O 10 20 40
i I I
s
2
1
20't I - �r�• 1�
Zoti i If
172 i� N� �� 0
50166 it i ��` �� 1� •. .
3
INSTALL TEMPQRARi �ti `� ❑ I `
TREE PROTECTION •�r+-
`N,FENCE PER DETAIL,
SHEET
EYP) 7D-01 `,, , ` J
1 : I
TMS-2
- ELEV=165. �
-- L_ UP, ' T.
__ j u-\ i +r-
' WOOD PIC T FENCE ` -- TS� I +t - - . . - ..j I
I
RCF
LS 40015,18898
0.21v X 0.21F
SILT FENCING AT
(MI OF CLEARING
TYP
l
l
I
SILT FENCE NOTE
_OHO j s�-1-�,�- _ '_ - �ssl- ---� - ---
'RCF -�__]~��`
EM �4 - •LS 40015 18898 i 1 I. �: ' • I . r
--1 7 a21v X _ �-__-_ I T
,--�-
}
L OCA 77ON OF SILT FENCE SHOWN IS APPROXIMATE CON 7RA C TOR TO
COORDINA 7E WI TH CLIENT AND/OR CUENT S REPRESENTA 77VE TO DETERMINE
EXACT LOCA 77ON OF SILT FENCE 1NSTALLA 77ON
TREE NOTES
1. ANY WORK W17NIN THE DRIPLINE OF A SAVED TREES REQUIRES NO77FICA77ON
AND AUTHQRIZA77ON BY 771E PLANNING DEPAR7MENT PRIOR TO STAR77NG
THA T WORK
2 WORK TO BE PERFORMED WI THIN 771E DRIP LINE OF SAVED TREES SHALL
REQUIRE ONSI TE CONSUL TA 77ON WI7N 771E ARBQRIST PRIOR TO CONS TRUC 770N.
J. REFER TO SHEET TR-01 AND ARBORIST REPORT FOR ADDI77ONAL DETAILS
RELATED TO TREE PRO 7FC77ON MEASURES AND TREE RETEN 77ON
REQUIREMENTS.
�LEXISTING UTILITY NOTE
EXIS77NG U T7LI77ES ARE SHOWN IN THE APPROXIMATE LOCATION. 77-IERE IS NO
GUARANTEE THAT ALL U77LITY LINES ARE SHOWN, OR THAT 771E LOCA770N, SIZE
AND MATERIAL IS ACCURATE. 771E CONTRACTOR SHALL UNCOVER ALL INDICATED
PIPING WHERE CROSSING, INTERFERENCES, OR CONNEC77ONS OCCUR PRIOR TO
TRENCHING OR EXCA VA 77ON FOR ANY PIPE OR S TRUC TURES, TO DETERMINE
ACTUAL LOCA 77ONS, SIZE AND MATERIAL. 771E CONTRACTOR SHALL MAKE 771E
APPROPRIATE PROVISION FOR PR07EC77ON OF SAID FACIL177ES 771E
CONTRACTOR SHALL N077FY ONE CALL AT 8-1-1 (WASHINGTON811. COM) AND
ARRANGE FOR FIELD LOCA77ON OF EXISTING FACILITIES BEFORE CONSTRUC770N.
9/9/22
I EX 12" WA
ti-- EX 2" WA TER RECORD S
H' : LOCA 770N (ABANDONED,
j t 314 WA TER METER TO
EXIS77NG HOUSE # 3625
SSMH
i RIM 165.39
+ 8" CONC IE 158.40 (N)
+I ` 8" CONC IE 158.45 (S)
`I GRA VEL
.by). . I .� DRIVEWAY
B L U E L I N E
25 CENTRAL WAY, SUITE 466,
KIRKLAND, WA 98633
P- 425.216.4051 F- 425.216.4052
WWW.THEELU ELINEGROUP.COM
SWPPP NOTE
REFER TO THE SWPPP REPORT DA 7FD MARCH
22, 2021 PROVIDED UNDER SEPARATE COVER.
C13NCRETE WASHOUT AREA NOTE
CONCRETE WASHOUT AREAS, IF UTILIZED, MUST MEET- REQUIREMENTS SET IN
APPENDIX D.2.22 OF THE 2017 CITY OF RENTON SURFACE WATER DESSGN
MAUAL. CONTRACTOR TO LOCATE CONCRETE WASHOUT AREA AT LEAST 50
FEET- FROM SENSITIVE AREAS SUCH AS STORM DRAINS, OPEN DITCHES, OR
WA TER BODIES
LEGEND
TES G' FEATIJ R E.S
FIL TER FENCE
TREE PRO TEC7ON FENCE
CONSTRUCTION FENCE
CLEARED AREA
1 1 1
LIMITS OF CLEARING
TREE LEGEND
EXIS77NG TREE TO BE REMOVED
►�T I �` DRIP LINE
EXISTING TREE TO REMAIN
NON -SIGNIFICANT EXIS77NG
TREE TO BE REMOVED
R-417103
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Nathan Janders 05/03/2021 =��
1 REVISIONS PER CITY OF RENTON FIRST ROUND COMMENTS LMT 3 31 21 DATE:
suRv> r GO LDS M ITH SCALE., VERTICAL- NAve 1988
2 RECORD DRAWINGS PER CITY OF RENTON REQUIREMENTS 9/9/22 °ESICNED: AS NOTED HORIZONTAL: NAO 1983/1991 C T Y OF T E E C PLAN g/ 1 2/22
ALIRN: RAME2ANI, PE FIELDRENTON IPACE: CIS• PAGE
BOOK
°RAC'P%Rl MITCHELL SHORT PLAT PAGE.
ALLEN BREWER DRAwINc NO:
ONE INCH DATUM
cYANNICK METS, PE AT fuLL scuf Planning/Building/Public Works Dept. CIVIL C i3N E TR LJ CTI i3N PERMIT TP-O I
If HOT ONE INCH
NO. REVISION BY DATE AP P R APPROVEO: SCALE ACCORDINGLY 3342700480 SHEEt. 3 OP, 10
L�J
T
N
6,
f`J
O
U)
J
Lu
0
3'
POST (TYP.)
N,
NOTES
1. CONDITIONS OF USE
1.1- TO ESTABLISH CLEARING LIMITS, STAKE AND WIRE FENCE MAY BE USED'
1.1.1. AT THE BOUNDARY OF CRITICALAREAS, THEIR BUFFERS AND OTHER AREAS REQUIRED TO BE LEFT UNCLEARED.
1.1.2. AS NECESSARY TO CONTROL VEHICLE ACCESS TO AND ON THE SITE.
2. MAINTENANCE AND REQUIREMENTS
2.1- IF THE FENCE IS DAMAGED OR VISIBILITY REDUCED, IT SHALL BE REPAIRED OR REPLACED IM ME D IATELY AND V18151LITY RESTORED-
2.2- ❑ISTURBAN GE OF A CRITICAL AREA, CRITICAL BUFFER AREA, NATIVE GROWTH RETENTION AREA, OR OTHER AREA REQUIRED TO BE
LEFT UNDISTURBED SHALL BE REPORTED TO THE CITY OF RENTON FOR RESOLUTION-
2.3- THE CITY MAY REQUIRE MORE SUBSTANTIAL FENCING IF THE FENCE DOES NOT PREVENT ENCROACHMENT INTO THOSE AREAS THAT
ARE NOT TO BE DISTURBED.
IJ N LESS OTI, ICRWI SE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 212.00
iR�� PUBLIC WORKS PPRO D:
❑EPARTMENT STAKE AND WIRE FENCE GAZ 9/28/2018
rnivm,:�neMi�i.x•,«, DATE
R = 25' MIN.
INSTALL DRIVEWAY CULVERT
IF THERE IS A ROADSIDE
DITCH PRE SENT, AS PER CITY
ROAD STANDARDS
E'FjS[�NG�OND
4"-8" QUARRY SPALLS
GEOTEXTILE
12"MIN_ THICKNESS
CONSTRUCTION ENTRANCE NOTES:
1. DRIVEWAYS SHALL BE PAVED T
THE EDGE OF THE RIGHT-OF-WAA Y
PRIOR TO INSTALLATION OF THE
CONSTRUCTION ENTRANCE TO
AVOID DAMAGING OF THE
ROADWAY.
2. IT IS RECOMMENDED THAT THE
ENTRANCE BE CROWNED SO THAT
RUNOFF DRAINS OFF THE PAD
100, MIN.
15, MIN_
PROVIDEFULL WIDTH OF
INGRESSEGRESS AREA
NOTES:
1. CONDITION OF USE
1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AN❑TRAVELING ON PAVED ROADS OR OTHER
PAVED AREAS WITHIN 1,000 FEET OF THE SITE.
1.2. FOR RESIDENTIAL CONSTRUCTION PROV TOE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION
ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTH;WIDTH TO PROVIDE VEHICLE ACCESSiPARKING, BASED ON LOT SIZE+CONFIGURATION.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. A SEPARATION GEOTEXTI LE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD- THE GEOTEXTI LE
SHALL MEET THE FOLLOWING STANDARDS -
GRAB TENSILE STRENGTH (ASTM D4532)
200 LBS. MIN.
GRAB TENSILE ELONGATION (ASTM D4632)
30% MAX. (WOVEN)
CBR PUNCTURE STRENGTH (ASTM D6241)
495 LBS. MIN.
AOS {ASTM D4751)
4-45 (U.S. STANDARD SIEVE SIZE)
2.2. DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE PH
LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED.
2.3. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTLTUTED FOR OR COMBINED WITH QUARRY SPALLS iN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS.
HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANYTIME REQUIRE THE USE OF QUARRY SPALLS
IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT.
2.4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE.
2.5. WHENEVER POSSIBLE. THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, CON PACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE
E F FECTIVEN ES OF THE PAD AND RE DUCE THE NEED FOR MAINTENANCE.
3- MAINTENANCE STANDARDS
3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS.
32. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF
BEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL
WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK. AND WASH WATER SHALL DRAIN TO SEDIMENT TRAP OR POND.
3-3. ANY SED I ME NT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE
REMOVED OR STABILIZED ON SITE- THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET. EXCEPT WHEN SWEEPING IS INEFFECTIVE AN
THERE ISATHPEAT TO PUBLIC SAFETY, IF IT IS NECESSARY TO WASH THE STREETS. A SMALL SUMP MUST BE CONSTRUCTED, THE SEDIMENT WOULD THEN BE
WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND D I SCHARGE D APPROPR IATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND
CANNOT DISCHARGE TO SYSTEMS TRISUTARY TO SURFACE WATERS.
3-4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY.
3-5. IF VEHIC LES ARE ENTERING OR EXITING THE SITES AT POINTS OTH ER THAN THE CONSTRUCTION ENTRANC E(S), FENCING SHALL BE INSTALLED TO CONTROL
TRAFFIC.
U NLE 55 OTI I RW ISE NOTED, DRAWING 15 NOT TO SCALE (NTS)
STD. PLAN - 215.10
a� PUBLIC WORKS APPROVED
DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 1
DATE
EXISTING UTILITY NOTE
EXISTING U 77L1 TIES ARE SHOWN IN THE APPROXIMA TE L OCA 770N THERE IS NO
GUARANTEE THA T ALL U TILITY LINES ARE SHOWN, OR 7NA T THE L OCA 770N, SIZE
AND MATERIAL IS ACCURATE THE CONTRACTOR SHALL UNCOVER ALL INDICATED
PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO
TRENCHING OR EXCA VA 7701V FOR ANY PIPE OR STRUCTURES, TO DETERMINE
ACTUAL LOCA77ONS, SIZE AND MATERIAL. THE CON7RACTOR SHALL MAKE THE
APPROPRIATE PROVISION FOR PR07EC77ON OF SAID FACILITIES THE
CONTRACTOR SHALL NO77FY ONE CALL A T 5-1-1 (WASHINGTON89 l. CON) AND
ARRANGE FOR FIELD LOCA T7ON OF EXIS77NG FACIL177ES BEFORE CONS77?UC7I0N
1 REVISIONS PER CITY OF RENTON FIRST ROUND COMMENTS
2 RECORD DRAWINGS PER CITY OF RENTON REQUIREMENTS
► O
i��
LMT
2'x2" 14 GAUGE WIRE- OR
EQUIVALENT, IF STANDARD
STRENGTH FABRIC USED -
FILTER FABRIC
6' MAX.
POST SPACING MAYBE INCREASED I 14"x4" MIN- TRENCH
TO 8' IF WIRE BACKING IS USED
BACKFI LL TRENCH WITH NATIVE SOIL
OR 314" TO 1-112" WASHED GRAVEL
2"x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TY P-)
2 MIN.
1
}
1- CONDITIONS OF USE
1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS-
1.2. SILT FENCE IS NOT INTENO ED TO TREAT CO N CE NTRATE D FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW- ANY CONCENTRATED
FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A BED I ME NT TRAP OR POND-
2- DESIGN AND INSTALLATION SPECIFICATIONS
2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITL.
AOS (ASTM D4T51)
30-100 SIEVE SIZE [0-60-D-15mm] FOR SILT FILM
50-100 SIEVE SIZE [0.3"-15MM FOR OTHER FABRICS
WATER PERMITTIVITY (ASTM D44911
0.02 SEC` MINIMUM
GRAB TENSILE STRENGTH (ASTM D4632)
1&7 LBS. MIN. FOR EXTRA STRENGTH FABRIC
100 LSS. MIN. FOR STANDARD STRENGTH FABRIC
GRAB TENSILE ELONGATION (ASTM D4632)
30% MAX. (WOVEN)
ULTRAVIOLET RESISTANCE [ASTM D4355]
70% MIN,
2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED
FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS STRONGER FENCE.
2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 211-1V
2.4. IF A TYPICAL SILT FENCE 1S USED, THE STAN DARD 4"X4" TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM B INCHES OF THE SI LT FENCE FABRIC IS WELL BURIED AND
SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE-
2.5. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE.
3. MAINTENANCE STANDARDS
3.1- ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY-
3.2- IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE- THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND.
3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING
CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT.
3.4- SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 6INC HES HIGH.
3.5- IF THE FILTER FABRIC (GEOTE(TIL E) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN. IT SHALL BE REPLACED.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE INTSI
STD. PLAN - 214.00
iRw PUBLIC WORKS SILT FENCE PR 9/28/2018 1
DEPARTMENT GAZ
PATE
EROSION AND SEDIMENT CONTROL IESC] STANDARD PLAN NOTES:
THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE
LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER- HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT
APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC
ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES-
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCJRS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON_ HEREBY
REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANTS CONTRACTOR.
2. THE APPLICANT 18 RESPONSIBLE FOR OBTAINING THE WASH INGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STO RMVVATER GENERAL
PERMIT, IF IT IS REQUIRED FOR THE PROJECT, THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY
ASSOCIATED WITH THE CONSTRUCTION STOR MWATER GENERAL PERMIT.
3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION
COM ME N CEMENT TO POST -PROJECT CLEANUP IN ORDER TO FL LFELL PROJECT ESC REQUIREMENTS.
4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS
PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE Cl TY OF
RE NTON SURFACE WATER DESIGN MANUAL (RE NTON SWDM) PRI OR TO THE START OF CONSTRUCTION- DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE
BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANTIESC SUPERVISOR FOR THE DURATION OF
CONSTRUCTION.
5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT.
ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REOUIRFD TO ENSURE THAT ALL PAVED AREAS ARE KEPT
CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED 0FFSI TE, PUBLIC ROADS SHALL
BE CLLAN ED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER. AS NECESSARY 1 0 PREVENT SEDIMENT FROM ENTERING
WATERS OF THE STATE.
S. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUTAREAS ONLY- DO NOT WASH OUT CONCRETE
TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE
WASHOUT AREAS-
7- ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTEDAN1) IN OPERATION PRIOR TO LAND CLEARING AND;OR CONSTRUCTION TO PREVENT TRANSPORTATION OF
SEDIME NT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES- ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL
SUCH TIME THAT CLEARING ANDiOR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON SITE EROSION HAS PASSED. ALL ESC BMPS 8HALL BE REMOVED AFTER
CONSTRUCTION IS CON PLETFD AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST, THE IMPLEMENTATION,
MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BM PS SHALL 8E THE RESPONSIBILITY OF THE APPLICANT-
S. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY.
8- THE ESC DIM PS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION
PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPL ICANT SHALL ANTICIPATE THAT MORE ESC BM PS WILL BE NEC ESSARY TO ENSURE
COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE
APPLI CANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM
REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS,
CHANNELS, OR STO RMWATER FACILITIES.
11. ANY DEWATERINO SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL.
12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOB ER 1ST
THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON {NAY 1STTHROUGH SEPTEMBER 30TH) SHALL. BE IMMEDIATELY STABILIZER WITH THE APPROVE ❑
ESC COVER METHODS (E. G.. SEEDING, MULCHING, PLASTIC COVERING, ETC-) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM-
13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER ISTANDAPRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY.
14. ANY AREA NEEDING ADDITIONAL ESC MEASURES_ NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE AD DRESS ED WITHIN SEVEN (7) DAYS.
15. THE ESC DIM PS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOW NGA STORM EVENT.
INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY-
16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216-30 SHALL BE PROVIDED FOR ALL STO R6,L
DRAIN INLETS DOWN SLO PE AND WITHIN 500 FEET OF A DISTU REED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED
TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING
CONDITION.
17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 213 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE
CLEANED PRIORTO PAVING, THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM.
18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPO RARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL
PROVIDE ADEQUATE STORAGE CAPACITY, IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE. THE
TEMPORARY FACILITY SHALL BE ROUGH GRADED SD THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT
FACILITY.
19. AREAS DESIGNATED ON THE PLANS) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, DIOR ETE NTIO N, PERMEABLE PAVEMENT,
ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CON STRU CTI ON-
2G. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOS ER 1ST', ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR
SEEDED IN PREPARATION FOR THE WINTER RAINS. 1)ISTURBE❑AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON.
AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW.
21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STAB I LEZED TO PREVENT SE➢IMENT-LADEN WATER FROM LEAVING THE PROJECT SITE,
ALL ESC SNIPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND DN-SITE BM PS SHALL BE RESTORED TO THEIR FULLY
FUNCTIONING CONDITION- ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED- AT A MINIMUM,
DISTURBED AREAS SHALL BE SODDE➢ OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FI NAL APP ROVAL. MULCH
WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE COTOBER 1ST.
22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS
RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE Of -
ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE.
U HLE 55 OTI I RW ISE NOTED, DRAWING 15 NOT TO SCALE {NTSI
Adlmtk STD. PLAN - 268.00
PUBLIC WORKS EROSION AND SEDIMENT CONTROL PPR D'
`i` DEPARTMENT STANDARD PLAN NOTES GAZ 9/28/2018 1
DATE
1
Ste:
GOLDSMITH
DESIO M
ALIREZ4 RAMEZANI, PE
DRAWN:
ALLEN BREWER
CHECKm:
YANNICK METS, PE
Lti9a•:�=�F
15m ,
AS NOTED
ONE INCH
AT FLLL SCALE
P NOT ONE INCH
SCALE ACCORDINGLY
VEW11CAL: NAW 1
HORIZONTAL: NM 1M 1991
DATUM
13LULlE
25 CENTRAL WAY, SUITE 400,
KIRKLAND, WA 98033
P- 425-216-4051 F 425-216-4052
WWW-THEBLU ELINEGROUP-COM
NOTES'
PR07FC7ON MEASURES DURING CONSTRUCTION: PR07FC77ON MEASURES IN THIS
5UBSEC77ON SHALL APPLY FOR ALL TREES THAT ARE TO BE RETAINER ON SITE AND OFF
SITE TREES CONTAINING DRIP LINES THAT ENCROACH ONTO THE SITE UNDER CDNS TRUC77ON
SHALL BE CONSIDERED PROTECTED TREES UNLESS IT IS DETERMINED 774E ABUTTING
PROPERTY OWNER IS IN COMPLIANCE WITH SUBSECTION C OF THIS SECTION, ALLOWED TREE
REMOVAL AC77WRES. ALL OF THE FOLLOWING TREE PROTECTION MEASURES SHALL APPLY.•
A. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE STACK
OR STORE ANY EQUIPMENT DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE
ANY EQUIPMENT,, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY
107HIN THE AREA DEFINED BY 774E DRIP LINE OF ANY TREE TO BE RETAINED.
B. FENCED PROTECTION AREA REQUIRED: PRIOR TO DEVELOPMENT ACRV177ES, THE
APPLICANT SHALL ERECT AND MAINTAIN SIX-FOOT (62 HIGH CHAIN LINK TEMPORARY
CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES OR AT A
DISTANCE SURROUNDING THE TREE EQUAL TO ONE AND ONE -QUARTER FEET (1-114 j FOR
EVERY ONE INCH 0� OF TRUNK CALIPER, WHICHEVER IS GREATER, OR ALONG THE
PERIMETER OF A TREE PROTECTION ACT. PLACARDS SHALL BE PLACED ON FENCING EVERY
FIFTY FEET (50). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUP OF TREES
SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES IN
ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS
ARE MOVING NEAR TREES
C. PR07EC77ON FROM GRADE CHANGES. • IF THE GRADE LEVEL ADJOINING TO A TREE TO BE
RETAINED IS TO BE RAISED, THE APPLICANT SHALL CONS7RUCT A DRY ROCK WALL OR
ROCKWELL AROUND THE TREE. THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO
THE TREE'5 DRIP LINE.
D. IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE. THE APPLICANT MAY NOT
INSTALL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY 7HE DRIP LINE OF
ANY TREE TO BE RETAINED, UNLESS OTHERWISE APPROVED BY THE CITY. (ORD. 5958,
12-9-2019)
E. RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES THE GRADE
LEVEL AROUND ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF
THE FOLLOWING AREAS' (1) THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (11) AN
AREA AROUND THE TREE EQUAL TO ONE AND ONE-HALF FEET (1-112) IN DIAMETER FOR
EACH ONE INCH (1 ") OF TREE CALIPER. A LARGER TREE PROTECTION ZONE BASED ON TREE
SIZE, SPECIES, SOIL, OR OTHER CONDITIONS MAY BE REQUIRED. (ORD. 5676, 12-3-2012)
F. MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED
COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (3� OF BARK MULCH PRIOR TO
INS TALLA77ON OF THE PROTECTIVE FENCING. EXCEPTIONS MAY BE APPROVED IF THE MULCH
WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS (ORD. 5676, 12-3-2012)
G. MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A
CER77FIED ARBORIST OR LICENSED LANDSCAPE ARCHITECT TO ENSURE TREES ARE
PROTECTED FROM DEVELOPMENT AC77W77ES AND/OR TO PRUNE BRANCHES AND ROOTS,
FERTILIZE, AND WATER AS APPROPRIATE FOR ANY TREES AND GROUND COVER THAT ARE TO
BE RETAINED.
H. AL7ERNA77VE PROTECTION: ALTERNA77VE SAFEGUARDS MAY BE USED IF DETERMINED TO
PROVIDE EQUAL OR GREATER TREE PRO lEC770N.
919122
CITY OF
�I
RENTON
Planning/Building/Public Works Dept.
TREE PROTECTION FENCE
NOT TO SCALE
R-417104
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Nathan Janders 05/03/2021 :0]
TESC NOTES & DETAILS
MITCHELL SHORT PLAT
CIVIL =NSTRUCTICIN PERMIT
33427004S0
DATE:
9/12/22
na ib": BOOK
PAGE: PAGE
DRAWING NO:
ro-Q r
4 �'10
L�J
T
N
ALJ
O
O
O
O
N
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IL
O
CI]
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W
C)
T
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I
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LU
N
LI Fill `____l
1
SCALE: 1 " = 20'
0 10 20 40
CRONES N77?VE55 P92T + .� I ` � � -_ � � � 1 � i
0.5N X t7 I �� RCF CRONES i RCF TERRANE ��'
t 5 29537 i- LS 15025, 46876, I 1 - f °A
aoW0.2N X Q.21A! _- j� 5180�37547 RBF I�-'■D.11V X 0.0E � � __ RBF +
I
I a.2 x o. o�.
-- `• � `-� LS 10766 % I
_� -- - N 08'4444" W 370,40' , ► a► + . • 1
RCF ■■ ,�/���� .�. �� ■ �.
LS 17559 L/A
"---------__ - `► t �rSITE BM 1
-178---__-�� •' `` t 7S 17¢ UP � is � ,* Q
TMS-1
�� _ i ��, 1 i------------ �� --�____ •- +• ► ro ► 1 ELEV-161.65
'%TTa �� �184��� ' 1��-~ i �� EX8;4RAGE + t 5 - G
5O /' I 50429 + y ♦ �-�__ �- ■ N ■
-_ ''^ +
~- -' ■■ r I NON -SIGNIFICANT TREE . EX TREE 50187
^l 1 66
�•� � !` 1 , TO 6E REMOVED ''-. i TO REMAIN ', � . \ Fn '. ' • • I -.,:_ _
TYP -
��Q430 EX HOUSE 3625.,E 1 ■ 50361 ■ ZI 501$6 ► 1 ♦♦ 50]85 ■ 1� ■
0
a _ _ I _ _- -_ I
3 _ , -♦♦ ------ ■-_ 176�� INSTALL TEMPORARY '�, `♦\ \ � � � r � i
-'� - ♦ \ EX TREE �_ \� �� 1•` �.
/j I ♦ TREE PRO TEC77ON }� I I�'
-�� --'- / + ♦♦ TQ BE REMOVED FENCE PER DETAIL, ■�. .'I `° I
r' �. `-_ �/ ♦ SHEET 7D-01 (TYP) ■ ' - -
�� •� ,�. ■``.. �f1/ ���//L�� i \ SITE BM 3 j .� --__ - ■ ■ +� _ I
i 112 �iSENT . . 5 + ti ■ . -.. `!
1 IRNiROD i ■� _--EL`V-1$0.79 - >,� ` ' N.
i '_ 50]90 -�} --' --.-_ _ -♦ I I� '. Q TMS-6M 2
e I - \ --_
I y I �.
I �i1 ELEV=165.92
I �► �+.
�Y-
0.2 'r' 604�5 `50427 J �i ��� 1 RCF w 37d 1 RCF ��I ��
50426 i L5 9814 I LS 981i� �'-. �� i >j I �� `"
_ ■�. 03n I 0.3N XI0.1ITV �8 RC _ I + �. J -
I 7` I ► i e? L5 40015,18898 II J
}� 50228 �� 11 -■� .` 0.2N X 0.2E ' 7b BE REMOVED ►S j-
-���� ,• ■ EX OFFS17F TREE •4'-I
i
- . - 1�.�'
_ _ ---- DRIP LINE �` i j - - -
l
0A � 0A'j I ��7� 0AOA 110� RCF '�' j �y'• .•'•�. .. .. I J
A'a�v I A�o�4 + AO J ���a 1 r�3�"� LS 40015,18898
33 33 I 33 33 O.2N x O. I t
l I u) l
Terry Mitchell - PIN: 3342700480 (LOT 1) DATE 7127/19
Tree #
Botanical Name
Common Name
DBH
Vigor
structure
CommentslAcdon Rem
50184
Malus (Sp.j
Apple
13-4" (10-1+8-9)
Good
Good
Remove for proposed
construction.
Prunus (So.)
Remove for proposed
50185
Cherry
16.3" (10.7+12.4)
Good
Good
construction.
Malus (Sp.j
Remove for proposed
50186
Apple
20.9" (15-5+14.1)
Good
Good
construction.
Remove for proposed
50187
Prunus avium
Cherry
21-3" (17-9+11.6)
Good
Good
construction-
50188
Corylus avellans
Hazelnut
Clump --10"
Good
Fair
Remove for proposed
construction.
Ilex aquifolium
Remove for proposed
50189
Holly
12.4" (9.5+8)
Good
Good
construction.
Malus (Sp.)
Remove for proposed
50361
Apple
4-2" (3.3+2+2)
Fair
Fair
construction- No
replacement needed
syringa vulgaris
Remove for proposed
50362
Lilac
6"
Good
Good
construction. No
replacement needed
Syrili vulgaris
Remove for proposed
50363
Lilac
Clump -6"
Good
Good
construction. No replacemen
needed
Syonga vulgaris
Remove for proposed
50364
Lilac
Clump •-6"
Good
Good
construction- No replace men
needed
Terry Mitchell - PIN: 3342700480 (LOT2) DATE 7/27/19
Tree #
Botanical Name
Common Name
DBH
Vigor
Structure
CommentalAction Item
Quercus alba
Maintain and observe. No
50429
White Oak
30-3"
Good
Good
action needed.
50430
Prunus (Sp.)
Cherry
9.12" (6+6.5+4)
Goad
Good
Maintain and observe. No
action needed-
50431
Malus (Sp.j
Apple
11.1"
Good
Good
Maintain and observe. No
action needed.
Maintain and observe -No
50432
Cvmus Florida
Dogwood
7.3"
Good
Good
action needed.
Tree #
Botanical Name
Common Name
D9H
Vigor
Structure
CommentslAction Item
Pseudici a
Root protection zone to be
50228
menziesii
Douglas Fir
26"
Good
Good
set along dripline 18' away
from base of tree
Thuja pllcata
Root protection zone to be
50190
Western Red
53"
Goad
Good
set along dripline 18' away
Cedar
from base of tree
TREE RETENTION CALCULATIONS
* REQUIRED SIGNIFICANT EX1S77NG REPLACEMENT
LOT LOT TREES 5IGNIFICANT TREES TREES
I la740 5F 3.7 4.0 -
2 14,163 SF 2.8 4.0 -
2 SIGNIFICANT TREES PER 51000 SF
REFER TO TREE TABLE, THIS SHEET.
�LEXISTING UTILITY NOTE
EXIS77NG U 77LI77ES ARE SHOWN IN THE APPROXIMATE LOCA 770N. THERE IS NO
GUARANTEE THAT ALL U77LITY LINES ARE SHOWN, OR 7HA T THE LOCA 770N, SIZE
AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED
PIPING WHERE CROSSING, INTERFERENCES, OR CONNEC77ONS OCCUR PRIOR TO
TRENCHING OR EXCA VA 77ON FOR ANY PIPE OR S 7RUC TU RES, TO DETERMINE
ACTUAL LOCA 77ONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE 774E
APPROPRIATE PROVISION FOR PR07EC77ON OF SAID FACIL177E5 774E
CONTRACTOR SHALL N077FY ONE CALL AT 8-1-1 (WASHINGTON811. COM) AND
ARRANGE FOR FIELD LOCA77ON OF EXIS77NG FACIL177ES BEFORE CONSTRUC770N.
1 REVISIONS PER CITY OF RENTON FIRST ROUND COMMENTS LMT 3/31/21 SURVEYED:
GOLDSMITH
2 RECORD DRAWINGS PER CITY OF RENTON REQUIREMENTS 9/9/22 DESIGNED:
ALIREZA RAMEZANI, PE
DRAWN:
ALLEN BREWER
CHECKED:
YANNICK METS, PE
NO. REVISION BY DATE APPR APPROVED:
SCa_E:
AS NOTED
ONE INCH
AT FULL SCALE
If NOT ONE INCH
SCALE ACCORDINGLY
HORIZONNTAL: MAD 19 3/1991
DATUM
TREE NOTES
1. ANY Wt7RK W17741N 774E DRIP LINE OF A SAVED TREE
REQUIRES N077RCA770M AND AUTHORIZA77ON BY THE
PLANNING DEPART44ENT PRIOR TO STAR77NG THAT KWK..
* KWK TO BE PERFORMED W THIN 774E DRIP LINE OF A
SAVED TREES SHALL REQUIRE ONSITE CONSUL TA77ON W17H
774E ARBORIST PRIOR TO CONS7RUC770AI
* REFER 70 SHEET 7R-01 AND ARBORIST REPORT FOR
ADD17IONAL DETAILS RELA7FD TO TREE PRO7FC77ON
9/9/22
C TY OF
15RI RENTON
NUIV
Planning/Building/Public Works Dept.
B L U E L I N E
25 CENTRAL WAY, SUITE 400,
KIRKLAND, WA 98033
P' 425-216-4051 F' 425-216-4052
WWW-THEBLU ELINEGROUP-COM
TREE
LEGEND
EXISTING TREE TO BE REMOVED
`■�-��
DRIP LINE
I
L 1
+ 01 I
1
EX 577NG TREE TO REMAIN
N
i _N
i
i- _\
i 1
NON -SIGNIFICANT EXISTING
TREE TO BE REMOVED
L�J
T
N
WEJ
O
O
I
N
Q
J
R-417105
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING PLANNING DIVISION
Nathan Janders o510312421 APPROVED IL
05/03/2021 jding I -
TREE RETENT1 DN PLAN
MITCHELL SH0RT PLAT
CIVIL CONSTRUCTION PERMIT
3342700480
Ir-
0
U)
J
J
Lij
DATE:
9/12/22
FIELDBOCK: BOOK
PACE: PAGE
_
DRATR-Q
r
SHl 5 OP 10
I I �0k + V)
as i
fla4r as aO as I JJ ❑ 1
A A A If I
3 3 3 3 1 I z �.�:.. ••' '.
2" PE IP GAS RECORD , +I �• . •' SSc`
i 1 ' -�--�
mung
SIZE &LOCATION ` I �
• SCALE. 1 - 20
CRONES WITNESS POST �r' - r+5rg---, \ f W I 0 10 20 40
O.5N X 0.1 W RCF CRONES RCF 7FRRANE
LS 15025, 46876, +
-6 LS 29537 �j� 51800,37547 p j
a.2 N x 0.2W TNI C A C T 1 RBF RBF
'r WOOD KEYSTONE 0.17V X 0. or, - I ' rii•
` ACCESS &UTILITY � ` O.2 X O.0 �-� LS 10 I
ARBOR ~�f
-� y '= POST RET WALL , 6,568 SF -r]p, - yy �� 0.I7v
N � 40 44 W 370, 4n 6' CHAIN LINK FENCE %6(9 fi' WOOD 6 + U
RCF VIAIRP) �� FENCE �6 '� G�
V�y �GRAPEVlNE _ 1
LS 17659 C/ _ _ M- M _ l�• ' • ' .� �' J
O.ON X 0.1 W ❑ + __ M3`-T� - - - ,r` , ` �% - r-p� - r I -~ - -- ❑ I" "i
❑ Lu -178-----__ r. `\ I �V UP �Fi� i . } 4 B
W I - 3+.00
i w,
RA�I.S�B= � � /T/T1.T..,4F� , , �- ---- - - � 1 1 1-'_ p�•� SITE BM l
I. TMS- I
W Q DECK`-7� I ' OP 170 I O� ELEV=161.65
3 r7%%%� �f I r "''� - `'- -.'r GARAGE w166.6
_
� WOOD STEP
+RPry
E=196.13 -
I
- I
DDwnl To
i ❑ r , 2.5' VERT PIP _ {
OIL FILL - ENTRANCE) 1 5' PRIVATEWA 'ER
20'
_�� 0 I _ WOOD ! SERVICE *_--- _ -�, TOP 170.0 \ •\` w ,' 1 :];,d�
❑ f� ' r rlpS^ -- - --� EASEMENT j I TO 169.0 V`
ell
17,6+*s.3 SF --�.iL �/T/T/777�� _ I - - - - - - - f�.'-
WOOD �\ _-� - T- -
RET WALL 41 {170.
r 1
HOUSE � I � � '� TOP ] 70.0 �
.4
f ❑ 17z TOE 167.6
3625 ------/1/ TOP 17r7 r7
jf 1
RPE= ��--------- :JJ
h3 r /� LPLAIVTF , .� 2 . r 1.7 • I
I - , 197.41 r , . r SEE CURB DETA! `ti f TOE 1N58.3 1 f� SSMH
p !F7 i I _. T 4 960 .SP
�� a� p v ❑ I� f CONC CONC + I '> i 8.�` 771lS SHEET 174 ' .■' \ + p p ' RI CONC39 158.40 (N)
a . . ( III
STEPS �,� STEPS \ + \ I+
O 5 TOP 170 0 \ uS k f�'- _ _ 8�' CONC !E 158.45 (S}
ME � TOE 169.5 I v
4' MAX HEIGHT SEGMENTAL - 1 _ _ _ ' + GRA VEL
I
`\ �.` _ '✓/ � I SITE BM _ - - J BLOCK WALL INSTALLED PER ' �f I f DRIVEWAY
r� 0 TMS-4 �� •� `�` TMS-3 ' - - MANUFACTVRERS
? ` RECOMMENDA T70NS (TYP) 1
i �� �,' `.���--=---� ' `� ELEV=18 .79 ,'�• PROVJQE FALL PROTEC77QN ' • rS ;'}`�� ��
I �`
6'WOOD 1/�BN:lVL,-"-"��^-�--�--`-` - r `,WHEREWALLHElGHTEXCEEDSj � •-�
Q FENCE IRON'ROD i `a■ -� �� - " J ■. I - �, -� 1J
'- ■�-'-`-/y ---------r----- - i EXPOSED HEIGHT `-i `� UP,� � If'. � TMS BM2
KEYSTONE WALL - ��+ TSF
I `� • C ` I 0 I `_ ti 4' WOOD PICKET FENCE UG T V S-2 65.92
� r+ RCF 40 4!S W r 4' PICKET WOOD FENCE; +
1 " IPF - _ - l i
L S 9814 f r f o I, , SIZE & OCA TION (RECORD2" WATER
0.6 X 0,2 '� - I i ��. I WIKEYSTONE RET WALL L , I _ . • . • r- `
3N 1 . I 1 ao r
fi ■� f r RCF
i LS 9814 �■ �. .' DRIP LINE _
�a - "" - - ���� vOr� �,� 0.3N X 0.1'W ` -� __ - TYP
3 RCF
LS 40015,18898 r' .
a�g a.27V X 2� v�7 RCF f �•
LS 40015,18898
d� L4 02NX012
I
2+5Z 44, 10.00' LT
1+8Z 44, 10. ' L T h
IQ DAD 4
170.42
172.87 Nti
I R=25.00 �•� 16=90170'00"
L=39.27' `
`� R=25 OO
L=39.27'
F
2+32.44, 35 00' L T 2+ 12 44, 35.00' L T
172.00 `��
171.50
171 75
` ,\
4 `
a `
172.00 `, 172172
01J17B DETAIL
SCALE. • 1" = 5'
I
33 � 33 I N J
DISTURBED PERVIOUS
AREAS NOTE
FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.)
OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL
EITHER STOCKPILE OR REDISTRIBUTE THE EXISTING DUFF LAYER AND NA TIVE
TOPSOIL OR AMEND THE SOIL WIT! 1 COMPOST IN ACCORDANCE W1 TH STANDARD
PLAN 264.00.
WALL NOTES
I. CONNECT WALL DRAINS Tn STUB PROVIDED.
2. A BUILDING PERMIT WILL BE ACQUIRED FOR ANY ROCKERY OR RETAINING
WALL GREA TER THAN 4 FEET HIGH (MEASURED FROM THE BOTTOM OF THE
FOO TING TO THE FINISH GRADE A T THE TOP OF THE WALL) OR IF 1 T IS
SUPPORTING A STRUCTURE LOAD.
EXISTING UTILITY NOTE
EXISTING UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NO
GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT THE LOCATION, SIZE
AND MATERIAL IS ACCURATE THE CONTRACTOR SHALL UNCOVER ALL INDICATED
PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO
TRENCHING OR EXCA VA 7ION FOR ANY PIPE OR STRUCTURES, TO DETERMINE
ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE
APPROPRIATE PROVISION FOR PROTECTION OF SAID FA CIL1 TIES THE
CONTRACTOR SHALL NOTIFY ONE CALL AT 6-1-1 (WASHINGTON8I I. COM) AND
ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION.
1 REVISIONS PER CITY OF RENTON FIRST ROUND COMMENTS LMT 3/31/21 slsuEYED:
GOLDSMITH
2 RECORD DRAWINGS PER CITY OF RENTON REQUIREMENTS 9/9/22 DESIGNM
ALIREZ4 RAMEZ4NI, PE
DRAWN:
ALLEN BREWER
CHECKED:
YANNICK METS, PE
NO. REVISION BY DATE APPR AwRwm:
SCAM,
AS NOTED
ONE INCH
AT FULL SCALE
OF NOT ONE INC"
SCALE ACCORDINGLY
VERTICAL KVM 1
HORIZONTAL: MAD 1963 1991
DATUM
919122
CITY OF
RENTON
Planning/Building/Public Works Dept.
j�.
E L I N E
25 CENTRAL WAY, SUITE 400,
KIRKLAND, WA 98033
P- 425-216-4051 F- 425-216-4052
WWW-THEELU ELINEGROUP-COM
R-417106
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DEVELOPMENT ENGINEERING A
Nathan Janders 05/03/2021 IL
GRADING PLAN
MITCHELL SHORT PLAT
CIVIL CONSTRUCTION PERMIT
33427004SO
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DAB`
9/12/22
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PAGE: PAGE
_
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GENERAL NOTES
1. LANDSCAPE CONTRACTOR SHALL VERIFY LOCA 77ON OF ALL SITE UTILITIES PRIOR TO
LANDSCAPE IMPLEMENTA77ON. PLANT LOCATIONS MAY BE ADJUSTED TO AVOID CONFLICT.
2. LANDSCAPE CONTRACTOR SHALL TAKE NECESSARY PRECAU77ONS TO PROTECT EXIS77NG
SITE IMPROVEMENIS; PAVING, WALLS; AND UNDERGROUND U77LI17ES DAMAGE SHALL BE
REPAIRED TO THE ❑WNER�5 SA 77SFAC 77ON AND AT NO A00177ONAL COST
3. PLANT COUNT IS FOR THE CONTRACTORS CONVENIENCE,• IF THERE IS A DISCREPANCY, THE
PLAN SHALL GOVERN. ACTUAL PLANT QUAN7777ES TO BE DETERMINED BY REQUIRED PLANT
SPACING.
4. SUBS 77TU77ON OF PLANT VARIE77ES DUE TO LACK OF AVAILABILITY SUBJECT TO APPROVAL
BY THE LANDSCAPE ARCHITECT.
5. FINISH GRADE OF MULCHED LANDSCAPE AREAS SHALL BE GRADED TO 1/2' MAX. BELOW
CONCRETE OR 07HER PAVED SURFACES.
6. ALL LANDSCAPE AREAS ARE TO BE MAINTAINED BY A LICENSED PROFESSIONAL
LANDSCAPE MAINTENANCE COMPANY.
Z ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR MINIMUM FROM
SUSSTAN77AL COMPLETION TO INCLUDE ONE FULL GROWING SEASON (THROUGH SEPT.
JO).
8. ALL AREAS LEFT UNPLAN7ED SHALL BE DRESSED WITH 3" DEPTH BARK MULCH.
9. BARK MULCH SHALL BE MEDIUM BARK MULCH CONSIS77NG OF DOUGLAS FIR, PINE, OR
HEMLOCK BARK. IT SHALL BE GROUND SO THAT ON A LOOSE VOLUME BASIS, A MINIMUM
OF 95X PASSES A 2-INCH SIEVE AND NO MORE THAN 30 PERCENT PASSES A NO. 4
SIEVE. THE BARK MULCH SHALL NOT CONTAIN SALTS RESIN, TANNIN, OR ANY OTHER
DELETERIOUS MATERIAL IN 4UAN7777ES THAT WOULD BE DETRIMENTAL TO PLANT LIFE
10. IMPORT TOPSOIL FOR PLAN77NC BEDS SHALL CONSIST OF APPROX. 33-50% COMPOST AND
50-65X SAND OR SANDY LOAM AND MEET THE FOLLOWING SPECIF7CA77ONS.-
ORGANIC MATTER (DRY HEIGHT): 15-20
CONDUC770TY (MMHS/CM): C3
pH-- 6.0- 7.5
CEC.• >10 meg/1OOg
USDA TEXTURE. SANDY LOAM
WAC METALS- PASS
(CEDAR GROVE 3-WAY TOPSOIL IS AN APPROVED PRODUCT REE77MG THIS SPEC.)
11. NEW TREES PLANTED INTO LAWN SHALL HAVE A MINIMUM W DIAMETER CIRCLE OF LAWN
REMOVED AROUND BASE OF TREE AND SOIL SHALL BE AMENDED PER PLAN77NG DETAILS.
12. ALL AREAS IMPACTED BY CONSTRUCTION ACTIVITY OF ANY KIND, INCLUDING STORAGE OF
MA TERIALSr SHALL RECEIVE FULL SUBGRADE PREPARA77ON INCLUDING COMPOST AND
HYDROSEEDING.
PLANT SCHEDULE
OTY COMMON / BOTANICAL NAME CON► SIZE
3 CHANTICLEER CALLERY PEAR / PYRUS CALLERYANA 'CLEVELAND SELECT' B & B 1.5 "r-4L
2 WESTERN RED CEDAR / THUJA PLICATA 'EXCELSA' B & B 6' TRUNK HT
SHRUBS
QTY
COMMON / BOTANICAL NAME
SIZE
26
COMPACT BURNING BUSH / EUONYMUS ALATUS 'COMPACTUS'
2 GAL
3
CRIMSON PYGMY JAPANESE BARBERRY / BERSERIS THUNBERGII 'CRIMSON PYGMY'
2 GAL
Q+
9
MEDITERRANEAN PINK HEATH / ERICA X DARLEYENSIS 'MEDITERRANEAN PINK'
2 GAL
2
MUGO PINE / PINLIS MUGO
2 GAL
3
PURPLE ROCKROSE / CISTUS X PURPUREUS
2 GAL
3
SKYROCKET JUNIPER / JUNIPERUS SCOPULORUM 'SKYROCKET'
5 GAL
GRASSES
QTY
COMMON / BOTANICAL NAME
SIZE
0
3
MORNING LIGHT SILLIER GRASS / MISCANTHUS SINENSIS 'MORNING LIGHT'
2 GAL
GROUND COVERS
CITY
COMMON / BOTANICAL NAME
CONT
777
2,927 SF
HYDROSEED LAWN MIX / HYDROSEED LAWN
SEED
125
SPACING
VANCOUVER JADE KINNIKINNICK / ARCTOSTAPHYLOS UVA-URSI 'VANCOUVER JADE' 4'POT 18" OC
LANDSCAPE PHASING NOTE
1. THE 8' STRIP OF LANDSCAPE ALONG 71-1E NORTH SIDE OF
TRACT A WILL BE INSTALLED PRIOR TO SHORT PLAT
APPROVAL.
2. THE 10' ON —SITE LANDSCAPE S77?1P SHALL BE INSTALLED
PRIOR TO FINAL BUILDING INSPECTION FOR THE NEW
RESIDENTIAL STRUCTURE ON LOT Z
1 1 REVISIONS PER CITY OF RENTON FIRST ROUND COMMENTS
REVISION
,a�
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9, l
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GROUNDCOVER PLANT,
SEE PLANT LIST
3" DEPTH MEDIUM BARK MULCH
BA CKFILL WITH NA 77VE AMENDED SOIL
I- _I OR 3. 1 NA 77PE SOIL/COMPOST MIX
EXIS77NG SUBGRADE
0 \0 G G I
—GROUNDCOVER PLANT SPACING AS
INDICATED ON PLANT LIST (TYPICAL)
—EDGE OF PLANTER
GROUIVDCOVER PLANTING
SCALE: NTS
LMT 3/22/21 SURVEYE
ESCAM,
D LDSMITH
DESIGNED: AS NOTED
YANNICK MEFS, PE
DRAWN:
CHRISTOPHER WISCOMB
ONE INCH
CHECKED: IAT FULL SCALE
TOD❑ OBERG, PE IF NOT ONE INCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY
FINISH
GRADE
2 77MES
ROOTBALL
DIA.
N
I �
ALE: 1 " = 20'
10 20 40
NOTE.•
PLANT TREE SO TOP OF ROOT CROWN 15 1 "
HIGHER THAN ADJACENT GRADE
REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL.
LIGHTLY SCARIFY ROOTBALL OF CONTAINER -GROWN
PLANTS PRIOR TO BACKFILLING.
2"-3" DEPTH BARK MULCH, FEATHER DEPTH
TO STEM, MULCH SHALL NOT CONTACT STEM
2" WATERING BASIN SURROUNDING PLANT
11
—BACKFILL WITH NATIVE AMENDED SOIL OR 3:1
NATIVE SOIL/COMPOST MIX
SCARIFY PLANTING PIT WALLS
EXISTING SUBGRADE
—SET ROOTBALL ON MOUND OF UNDISTURBED
SOIL
SHRUB TREE PLANTING
SCALE-NTS
HORIZONNTAL: MAD 19 3/1991 • C T Y OF
%Rl
1; RENTON
DATUM
Planning/Building/Public Works Dept.
Wi�
BLUELINE
25 CENTRAL WAY, SUITE 466,
KIRKLAND, WA 98633
P:425-216-4651 F:425-216-4652
WWW-THEBLU ELINEGROUP-COM
NO TES.
1. TREE STAKES TO BE VER77CAL, PARALLEL,
EVEN -TOPPED UNSCARRED AND DRIVEN
INTO UNDISTURBED SUBGRADE. PLACE FOR
LOCAL WIND COND117ONS
2. PLANT TREE SO TOP OF ROOT CROWN IS
2" HIGHER THAN ADJACENT GRADE WITH
TRUNK FLARE JUST ABOVE SOIL LINE.
-;4RBOR RE' OR APPROVED EQUAL TREE 77ES
B-FOOT X 2" DIAMETER WOOD TREE STAKES, 2
PER TREE, JASPER OR EQUAL
REMOVE TWINE AND CORD FROM TREE TRUNK
2"-3" DEPTH MEDIUM BARK MULCH,
FEATHER DEPTH TO TRUNK, MULCH SHALL
NOT CONTACT TRUNK
2" WATERING BASIN SURROUNDING TREE
PULL BURLAP OFF TOP 1/3 OF ROOTBALL
BACKFILL WITH NATIVE AMENDED SOIL OR 3:1
NATIVE SOIL/COMPOST MIX
SCARIFY PLANTING PIT SIDES, SLOPE SIDES
AT 1 H: 3V
SET ROOTBALL ON MOUND OF
UNDISTURBED BASE
DECIDUOUS TREE PLANTING
SCALE-NTS
7RUNK
FLARE
FINISH
GRADE
01.
11 '•`F
f,
EXIS77NG
SUBGRADE
2-3 77MES
- R007BALL -
01A.
NOTE&
1. USE 7HREE .ARBOR 77E' UR APPROVED EQUAL, TREE
77ES EVENLY 7ACED AROUND BASE LIE TREE -PLACE
fOR LUCAL HIND aND171ON.S
2. PLANT TREE SO TOP OF ROOT CROWN IS
2"HIGHER THAN ADJACENT GRADE WITH
TRUNK FLARE JUST ABOVE SOIL LINE.
REMOVE THINE AND CORD FROM
TREE ]BUNK
DEPTH TO TRUNK, MULCH SHALL NOT
CONTACT TRUNK
2" WATERING BASIN SURROUNDING TREE
2X2 HARDWOOD STAKE DRIVE INTO
UNDISTURBED SUBCRAOE
PULL BURLAP OFF TOP 1/3 OF R007BALL
BA WILL INTH NA 771E AMENDED SOIL OR
a 1 NA17VE SOIL/COMPOST MIX
SCARIFY PLAN77NG PIT S'DESr SCOPE
SIDES A T 7H: 3V
-SET ROOTBALL ON MOUND OF
UNDISTURBED BASE
EVERGREEN TREE PLANTING
SCALE-NTS
R-417107
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING PLANNING DIVISION
Nathan Janders 051031 fl21 AR APPROVED IL
OS;C312021 jong
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DATE: J
LANDSCAPE PLANTING PLAN 9/12/22 J
FIEABOOK: BOOK Lu
ME: PAGE _
MITCHELL SH0RT PLAT DRAVANGNO: U
CIVIL =NETRLICTICIN PERMIT LE-o r �
3342 700480 SHEET. 7 '10 �
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RCF TERRANE
LS 15025, 46876,
51800,37547
1 0.1 N X O. O i
CRONES WITNESS POST S S C O I
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LS 29537 RIM -1�1:-si� I 19
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2.5' VERT PIPE i V ENTRANCE)
DIL FILL
7
17, 663 SF : -WOOD
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RET WALL ,' C� r, CONC {
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N 1'5321"E 197.41 � �--------- �'
LPLANTEE:::
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20 t I WA TER SERVICE
S=0.0200 1 (TYP)
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5 1 " IPF CONTRACTOR TO L5 98]4 N09
CONFIRM IE PRIOR E=�9-130274a8167
(3 TO ���, 06 X 0.2 I�' ���� TO CONSTRUCTION 0'3� RIM 48�9-182.62
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J 6"1E 169.22 (IN-S) 55C0 7 2+31.44 1.87'LT
j 6" IE 169.22 (OUT-E) _ 9
I RIM �l 171.21
6" IE 163.60 (IN-W)
6" IE 163.60 (OUT-E)
YD 1 YARD DRAIN
x 0 44.a'si?�.60, iT 2+4tQ9,
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1 8" CONC IE 142.98 (N)
4CCE5S & UTILITY
1+57.26, 11.78 LT
8" CONC IE 143.02 (S)
6,568 5F
RIM 66-8� 1(IN-
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8" CONC IE 143.10 (W)
6" IE 164.41 (IN-W}
s s c o a
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SIZE & LOCATION v
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'''DAYLIGHT - i
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SEWER STUB
I I SLOTTED
ON51 TE DRI VFWAYS I I UNDERDRAIN FORSHOW FOR REFERENCE
PERMEACONNECT
1 ONLY.❑RIVEWAYS TO BE I �\-SYSTEM PAVER (WALL
j CONSTRUCTED UNDER 1 f i I DRA N FOOTING
I INDIVIDUAL BUI
PERMITS (TYP)LDING 1 `�
I 5'x37'x2' DEEP , 14,960 SF ' `�� + '
INFIL TRA 770M TRENCH W
OVERFLOW PER COR STD `
PLAN 225.20- --- ��`
I SEE INFIL TPA TION TRENCH s p�0 - - , EX CUT EWER SER OCE S O B
j NO TFSy THIS SHEET (TYP) 1+SU 4$ 24.13' L T - SEWER NOTES, THIS SHEET I _
I S1 TE BM 3 RIM TP9 8& 171.16 TO BE
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'ALL •40 46 w
4' PICKET W000 FENCE
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DEDICATION
RCF ; 5 iO4 i22' DEEP [7N
33� 4" 1E 176.60 (OUT -NE) �� 2 LS 9814 INFILTRA T70N 7NENCH W -y 'r
037V X 0.71N �� ,' OVERFLOW PER COR S7D - -\_QRIPLINE
PLAN 225.20 L + I
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I NOTES THIS SHEET (TYP) ` JJ
$ Ar LS 40015,18898 IL I
7ppA ` o7pp 0.2N X O.1 t +
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TRACT 26' ,MACT PL
lop
STD PLAN 261.10 (TYP)
R 0A D A
SCALE. 1" = 5'
INFILTRATION TRENCHES NOTES
INFIL TRA 7701V TRENCHES TO BE INSTALLED PER COR STD PLAN 225.20
- TOP OF GRA VEL ELEVA 770N.
LOT 2 (WEST)
172. 00
LOT 2 (EAST)
169.00
- 6" PERFORA TED PVC PIPE IE.•
171.00
168.00
- BOTTOM OF GRAVEL ELEVA T70N:
170.00
16Z OO
- IMPERWOUS AREA TRIBU TAR Y
4,305 SF
3, 923 SF
-REQUIRED TRENCH FOO TPRIN T
181 SF
165 SF
- PROVIDED TRENCH FOOTPRINT
185 Sr
170 SF
TRENCHES SHOWN FOR REFERENCE ONL Y AND ARE TO BE CONSTRUCTED WITH
BUILDING PERMITS
PERMEABLE PAVER NOTES
1. PERMEABLE PAVERS TO BE INSTALLED PER COR STD PLAN 261.10
2 PERMEABLE PAVEMENT CHECK DAMS TO BE INSTALLED PER CDR STD PLAN
261.20 (SEE DT-02). SUBGRADE CHECK DAM HEIGHT TO BE 51. PROVIDE
CHECK DAM AT TOE OF SUBGRA DE/D 0 ANS TREAM LIMIT OF PERMEABLE
PAVEMENT SEC 77ON (S TA 1+30). SPACE CHECK DAMS 4' a C. FROM STA 1+34
TO 2+70 AND 7' a C. FROM STA 2+70 7O 3+26.
J. INSTALL MUTUAL MATERIALS ECO-PRIORA PERMEABLE PAVER OR
EQUIVALENT COORDINA TF FINAL PAVER SELEC77ON W17H OWNER.
4. CONTRACTOR TO VERIFY INS TALLA 77ON REQUIREMENTS WTH PAYER
MANUFACTURER.
5. SUBGRADE TO BE PREPARED IN ACCORDANCE WITH GE07ECHNICAL
RECOMMENDA TONS.
6. ADD 6" LAYER OF SAND BENEATH STANDARD PERMEABLE PAVER SEC77ON
TO PROVIDE WATER QUALITY TREATMENT FOR POLLUTION GENERATING AREA.
10'
12" WA
2.67 IE: 157.466 SS
I I
1
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. 4.79
3.35 IE:158.26
0
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CE.• 154.91C�__
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3.2 IE• 158.23 i
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3 1E.• ]58.29
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I
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CE.• 155.72
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UTILITY CROSSING DETAIL
SCALE. 1 " = 5'
1 REVISIONS PER CITY OF RENTON FIRST ROUND COMMENTS
2 1 RECORD DRAWINGS PER CITY OF RENTON REQUIREMENTS
►�Am i21 o►
3A� l 33
3 y
DISTURBED PERVIOUS
AREAS NOTE
FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.)
OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOI.
EI T7-IER STOCKPILE AND REDISTRIU TF THE EXISTING DUFF LA YER AND NA 77 VE
TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD
PLAN 264.00
EXISTING UTILITIES
1. CONTRACTOR TO VERIFY LOCA77ON OF EX U77LI77ES AT POINT OF CROSSING
OR CONNE7701V PRIOR TO CONSMUC7701V AND N077FY ENGINEER IF
CONFLICTS ARISE
2. CROSSINGS WERE DETERMINED USING 3' OF COVER DYER THE EXIS77NG WA TER
AND GAS MAIN IN 126 TV AVE NE
3 ADJUST RIM OF EX U77LI77ES AS NEEDED TO MATCH FG.
LID NOTE
LID REQUIREMENT SATISFIED BY APPL YING BMP T5.13 TO ALL DISTURBED
PERVIOUS AREAS AND BY ROU77NG ON97E IMPERVIOUS AREAS (ROOF, WALKWA M
AND PA TIOS) TO LIM17ED INFIL TRA 77ON TRENCHES, CONSTRUCTED A T BUILDING
PERMIT. ALSO, PERMEABLE PAVEMENT WILL BE U77LIZED FOR ONSITE ACCESS AND
DRI VEWA YS.
ROW NOTES
1. PATCHES TO ROADWAY SHALL BE PER COR STD PLAN 110 AND 11020.
EXISTING UTILITY NOTE
EXISTING U TILI TIES ARE SHOWN IN THE APPROXIMATE LOCA 770N. THERE IS NO
GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT THE LOCA T10N, SIZE
AND MATERIAL IS ACCURATE* THE CONTRACTOR SHALL UNCOVER ALL INDICATED
PIPING WHERE CROSSING, IN 7FRFERENCES, OR CONNECTIONS OCCUR PRIOR TO
TRENCHING OR EXCA VA 7701V FOR ANY PIPE OR STRUCTURES, TO DETERMINE
ACTUAL LOCA 77ONS, SIZE AND MA TERIAL. THE CONTRACTOR SHALL MAKE THE
APPROPRIA TE PROVISION FOR PROTECTION OF SAID FA CIL1 TIES THE
CONTRACTOR SHALL NOTIFY ONE CALL AT 6-1-1 (WASHINGTON811.COM) AND
ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION.
LMT
3/31 /21
suauEYm:
GOLDSMITH
9/9/22
DESID M
ALIREZ4 RAMEZANI, PE
DRAWN*.
ALLEN BREWER
CHECKED:
YANNICK METS, PE
BY
DATE
APPR
PPPRwm:
SCALE,
AS NOTED
ONE INCH
AT FULL mll
OF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: K*0 1
HGfazx &. Nm 1983 1991
DATUM
Il W
o s 6" IE 153.47 (IN-W)
- SITE BMill"
f 1 + 7MS-1 ELEV=161.65
SA WCUT (TYP)
O 10+84.66, 4.99' RT
_ - I 6"1E 153.72 (IN-W)
SIDE SE*ER CONNECTION
1 TO EXIS77NG MAIN PER CUR
STD PLAN 406.1 (TYP)
f 34 =6"
® 6.32X
.- 1 WA 7ER SERVICE PER
I _ I- COR STD PLAN 3201 D.
SEE WA TER NO TESy THIS
tD
1... - SHEET (TYP)
r: I 14.05 13, 21.62' LT
1-FIRE HYDRANT ASSEMBL Y
21 L COR
S DITD PLAN 31 D.1
R a W/ CONC BLOCKING
II .. ` L 5SCO 5
!pF I 1+29.33, 6.49'LT
Ills I I- RIM -1fiz80162.84
j GRAVEL 6" IE 156.55 (IN- W)
I D 1VEWAY 6" IE 156.55 (OUT-E)
�•R
II �I y EX SSMH
FUG, 0 10+25.49, 5.25 RT
I o I RIM 165.39
L 8" CONC IE 158.40 (N)
a \ 8" CONC IE 158.45 (S)
-f T 2" WATER RECORD
SIZE & LOCA 770N
I
SIDE SEWER NOTES
B U EE L I N E
25 CENTRAL WAY, SUITE 466,
KIRKLAND, WA 98o33
P' 425-216-4651 F' 425-216-4652
WWW-THEBLU ELINEGRbUP-CbM
N
SCALE: 1 " = 20'
❑ 10 20 40
1. A SEPARA TE SEWER PERMIT WILL BE REQUIRED
2. NEW SIDE SEWERS TO BE 6" PVC SDR-35 WI'TN MINIMUM SLOPE OF 2%
UNLESS N07FD 07HERWSE. CONFORM TO COR STD PLANS 404 2, 405, 406.1.
J. SS CLEANOUTS TO BE PER COR STD PLAN 403 1.
4. EXISTING SIDE SEWER ON LOT 1 SHALL BE REMOVED, CUT, AND CAPPED AT
7HE PROPERTY LINE.
0
WATER NOTES
1. A SEPARA TE WA TER PERMIT WILL BE REQUIRED FOR SERVICE INSTALLS AND
DROP IN METERS
2. EXIS77NG SERVICE TO BE CUT AND CAPPED BY CITY FORCES AT LOCA77ON
SHOWN PER CURRENT PUBLIC WORKS SPECIFICA 77ONS
J. NEW 1 " WA TER SERVICE AND ME7ER IS TYPICAL SIZE FOR A NEW SINGLE
FAMIL Y HOME REQUIRING FIRE SPRINKLERS SIZE MA Y VA Y, BASED ON UPC
SIZING CRITERIA, AND SHALL BE CONFIRMED BY BUILDER PRIOR TO
CONSTRUCTION. NEW WA TER SERVICES AND METERS TO BE INSTALLED BY
CITY FORCES A T LOCA 77ON SHOWN PER COR STD DETAIL 320 1.
STORM NOTES
1. STORM SERVICES TO BE 6" PVC AT 2% MIN SLOPE UNLESS OTHERWISE
N07ED.
2 MINIMUM COVER OVER STORM DRAINAGE SHALL CONFORM TO COR STD PLAN
220.10.
J. CLEANOUTS TO BE PER CDR STD PLAN 226.
4. YARD DRAINS TO BE PER DETAIL, SHEET DT-01.
919122
CITY OF
RENTON
Planning/Building/Public Works Dept.
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R-417108
S-417103
W-417103
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING PLANNING DIVISION
Nathan Jandars 0510312021 APPROVED
O5/03/2021 jding
REGIONAL FIRE AUTHORITY �>wras WATER UTILITY O
APPROVED agafour 0514312021 0_
cthomas 05/03/2021
9/ 12/22 DAM
UTILITY PLAN J
nun"": BOOK LLJ
PACE: PAGE _
MITCHELL SH0RT PLAT DRAVANGNO:
CIVIL CDNETRUCTICIN PERMIT uT-Q 1
3 3 4 2 70 0 4 B C SHEEr. $ OF. 10
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SPECIAL NOTE, -
IN THE EVERT TRANSMERSE PATCHES E x15T
W THIN THE AFFECTED 51REE7, THE LENGTH
OF THE PATCH SHALL BE EXT-ENDED TO
INCLUDE ANY EXISTING PATCH WITMIN 10
FEET OF THE ME OF THE PATCH REQUIRED
FOR THE NEW CROSSING AND ANY
SUBSEQUENT PATCH EDGE 1MTIHIN 10 FEET
OF THE EDGE OF THE WCONQ PATCH AND
5O 4M VP TO A TOTAL OF 300 FEET,
AIiN I kAIN VARIES
� ApN � MIN
II
i >I`11I
1 1
ll
I1.
111
TRAFFIC FLD'W
2" HMA
I f �
2- TO 8" HMA I.
6.5' MN-
2" DEPTW of
PLANING OR SAµCUT AND REMOW
IF GUTTER OR
IF PAVEMENT
;ENTER LINE OR
ANE LINE
VARIES,: 5.S' MIN.
T' T' 1• 1VACEPTH OF rxISTINf. PAVEMEJ
�+- RIES �'�{
AiIN L11N I LIIAF WIN:
T_
2" SAW=T AND REMOVE
OR PLANE, SEAL PATH 2' - 6" LNN, HMA (SEE NOTE 2)
AR-4MOW
(EACH SIDE)
�6- CRu51HED SURFACING TOP CQuj?sE (CSTC)
2- HMA (9-0190)) PER WSDOT STANDARD
SPECIFICATIONS, COMPACTED TO 95x mmrIF-D
PROCTOR,
SAWCUT AFTER BACKRLL
(EAO-! sl-DE)
CSTC, BANK RUN GRAVEL FOR TRENCH BAGKFILL
[9-O3.lEl}, GRAVEL BORROW (9-03.14(1)) PER
WSDOT 5TANDARO SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRFTING BV ENGINEER
BASED ON GECTEGH REP017T. COM-PACMD To- 959
MODIFIED PROCTOR.
V40TIl OF TRENCH AS REQUIRED BY SIZE OF PROPOSED
PLU& IMPROVEMENT ALL [SEE WSDOT STANINORI SPECIFICATION 2-09 4]
PLUS AN ALLOWANCE F8R ANY SHbRINC. �rLomNr�, IF PIPE 2aNf BEDDING, MATERIAL- SEE STANDARD
NEEOED, ._MALL MEET THE REOUIREMENT5 OF WSCOT PLAN 11D1
STANDARD SPECIFICATION 7-08.3CI)B
TRENCH wow
FOR NOTES, SEE STANDARD PLAN 114.T
TYPICAL. TRANSVERSE PATCH FOR `� PLAN - 110
PUBLIC WORKSFLEXIBLE PAVEMENT DR RIGID I'> I: F;II
* I3EPAR[7dENC P"EMENT WITH OVERLAY
+r EX. SEWER MAIN
l
PROPERTY LINE
SP OOL
x
(LENGTH AS HEEDED) I I �
�
I •
S-0" MIN
6- SEWER STUB I
FUTURE 4 SIDE SEWER
I I I
I
2"x 4" STUD MARKING POST PAINTED
Ir
VIEW"
5' CAP WHITE WITH THE WORD "SEWER" STENCILED
MAIN TEE X 16" TEE i
ANO #6 VARE
i l
I
I w
SIDEWALK ( r
WRAPPED AROUND THE STUD AMC
I
1 I 4WPLINC (T`rP i.-J_4��______
I i 3
J C
EXTENDED TO THE TOP OF THE STUD
Y 7:J
#
I
1
TiRS
6"X6"X6" SURFACE CLFANOUT WITH CAST IRON RING AND COVER
CEAST JORDAN IRON WORKS PRODUCT NO 003675N OR
F
APPROVED EQUAL, SPECIFY "SEWER" ON LID),
CLEANOUT TO BE CENTERED IN A 2'K2' CONCRETE PAD
I
CONCRETE PAD TO BE A' IN DEPTH
I
r--------
__-____-_____-___-_...__-_-_,.1
-____-_-- v
REND A �
i
NIRED
-EXiSTINC SANITARY
/ SEWER MAIM ry.,c uIN SLOPE
16" SEWER STUD L151961k6" WYE LFU-WRE E"a IL" REiWCER
SEVER MAIN S'12E A s" TEE
ACCEPTABLE PROCEDURES FOR 5113E SEWER CONNECTIONS TO EXISTING SEWER AMAMI
A VITRIFIED CLAY MAIN - CUT IN A NEW PVG 'TEE" U9NG "5TRONR"BACK" FLEXIBLE COUPON55 (FER'NC-0 OR APPROVED ECUAL}.
B CONCRETE MAIN - CUT IN A NEW PVC "TEE' USING "STRON C-BACK" FILE XIBLE COVPLJNGS (FTANCD OR APPRO VFD EQUAL)
C PVC & MOO PVC MAIN - CUT IN " TEE U!NC RIGID COUPUNCS OR CORE -MILLED W}TH A ROMAC SADDLE
(OR APPROVED EQUAL)
0. DUCTILE IRON MAIN - CORE -DRILLED WT'H A RQMAC $A00U (OR APPROVED EQUAL)
E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN! LINED i:CIPP, ETC ), CUT iN A NEW PVC "TEE" usrNG
'STRONG -BACK' rLE IRLE C"UillgG5 (FERNCO 4R APPROVED ECUAL).
F HOPE - CORE-DRILLE0 WITH A ROMAC SADDLE 'N5fRTA-TEE- MAY 6E USED ON SEWER MAINS 12' DIAMETER OR LARGER
C MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR T1iE STRUCTURE
SHALL BE C0RE-DRILLED AND USE HOR-N-SEAL SOOTS OR APPROVED EOUAL
NOTES.
1 PRIOR TO INSTALLATION Or A SANITARY SEWER $TUB, A 5I0!t SEWER STUD PERMIT MUST BE PURCHASED FROM THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT
2 UNLESS OTHERWISE SHOWN 04 PkAN, 51QO $EWER $"A-L•L HAVE A 101 NIMUM 2 5' COVER AT PRCPURTY LINE OR B-$' LOWER
THAN THE LOH£ST HOUSE ELEVATION, WHICHEVER IS LOWER
3 SIDE SEWERS SHALL HAVE A MINIMUM 2 % SLT]PE UNLESS APPROVED BY THE PUBLIC %SRKS INSPECTOR
4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER 15 414 THE SIDE
SEWER STUD PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT
THE APPOINTED TIME 00 NOT 6AClifl" T+,E TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR
5 AUA, TRENCH RESTORATION FUR SIDE SEWERS IN THE PU9LIC 3IGH7-OF-WAY SHALL CONFORM TO 5TANOARD PLATY 110 OR 1102
B THE. SIDC SEWL'.R STUB SHALL HAVE PIPE BEDDING IN ACCOROANCZ WITH STANDARD PLAN 405
7 ALL SUE 5EWFR STUBS SHALL BE INSTALLED ETY A CONTRACTOR LICENSED AND 13ONDED IN THE STATE OF WASHINGTON
SIDE SEWER STUB STo. PLAN - 406•1
AMRDV�R'w>-1sy
>< PUBLIC WORKS INSTALLATION
DEPARTMENT Martin Pastuchg/2612
(SEWER MAIN TO PROPERTY LINE) HHH49] - DAI
LIFT POCKET
3/4" LETTERING "SEWER"
aRECESSED
R
(2) BOLT SOC. �ALLEN HEAD)5/a"
- 11 X 1 5 STAINLESS
STEEL
REF PART 000351177
1-3/16"
SEE 1
10-Tf2"
5/
I2-1/4"
�- 14-
OAST IRON RING AND COVER
45'(1/8) BEND
Nat to ScQie
FRAME
�R
)ABL
11
PIPE'MATERIAL AS SPECIFIED
BY THE ENGINEER
NOTES,
1 13" AND 5" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL 9E EAST JORDAN IRON WORKS, INC
No 3698 (PRODUCT NO 003615103) OR APPROVED EQUAL CLEAN OUT SHALL BE A WATER 11GHT ASSEMBLY
2 IN UNIMPROVED AREAS, POUR A 8' THICK, S-0' SOUARE
CONCRETE, CLASS 3000, PAD AROUND THE RINC ANO CEVER
3 INSTALL ASPHALT COLLAR PER STANDARD PLAN 108
L:�2
PUBLIC WORKS 8 'OR 6" CLEANOUT DEPARTAA€NT FOR SANITARY SEWER MAIN Marti�/�
SEE NOTE 4,
LIMIT OF PIPE LONE
PIPE ZONE BED DI NG AND
SACKFILL, SEEN GTE 5 -
0"
O.D.
FOUNDAI ION
LEVEL
4
FOUNDATION MATERIAL,
IF REQUIRED, SEE NOTE S
FLEXIBLE PIPE
GRAVEL BACKFILL FOR PIPE ZONE BEDDING(WSOOT91D3.12011
OR MAINTENANCE ROCK (4YSDOT 9-03.9(4))
FLEXIBLE PIPE NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARRELS.
2. HAND TAMP UNDER HAUNCHES.
3. DIRECTLY OVER PIPE, HAND TAMP ONLY.
4, SEE STANDARD WSDOTfAPV'1A SPECIFICATIONS SECTION 2-09.4 FOR
TRENCH W IDTH.
5. PIPE ZONE BEDDING AND SACKFiLL MATERIAL SHALL BE PLACED IN B"
LOOSE LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY.
6. EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM B01L AND REPLACE WITH
FOUNDATION MATERIAL CLASS A OR B PER STANDARD VV'SDOT.'APWA
SPECIFICATIONS SECTION 9-03.17.
PIPE TYPE
MINIMUM
COVER (FT)
PUBLIC?
PRIVATE?
ALLOWED IN ZONE 1
OF THE APAT
LINE CORRUGATED POLYETHYLENE PIPE(LOP E)
2.0
YES
YES
YES
CORRUGATED POLYETHYLENE PIPE (CPE) • TRIPLE WALL
2.0
YES
YES
YES
POLYVINYL GHLURIU E PIPE(PVCI
9.0
YES
YES
YES
SOLID WALL HIGH DENSI TY POLYETHYLENE PIPE (11 DPE)
2-1)YES
VES
YES
POLYPROPYLENE PIPE (PP) - DUAL WALL
2.0
YES
VES
YES
MINIMUM DISTANCE
DIAMETER
BETWEEN BARRELS
12' TO 24"
12"
30" TO 96"
DIRLIETER 1 3
107 TO 180"
R6-
UNLSSS Ol"H ERWISENOTED, CRAL'JI4G IS NOTJSXCALE�STD. PLAN - 220.PUBLIC WORKS PIPE ZONE BEDDING ANDDEPARTMENT COMPACTION - FLEXIBLE PIPE artin Pastucha
38"
S„
MIN.
WIDTH
J 62"
T-1 I
--i l -
_
24"
SEWER MANHOLE MARKER PGST
SEWER MANHOLE MARKER NOTES -
WHITE POST
SEINER MANHOLE MARKER POST SHALL BE EQUAL TO
GARSONITE UTILITY MARKER
SEWER MANHOLE MARKER POST TO BE USED FOR
SANITARY SEWER MANHOLES IN UNIMPROVED AREAS.
SEWIR MANHOLE MARKER POST SHALL IDENTIFY THE
MANHOLE AS "SANITARY SEWER"
rt PUBLIC WORKS
DEPARTMENT
STD. PLAN - 4104.2
SEWER MANHOLE MARKER POST Martin pas ct� h��
SEE STANDARD PLANS 110, 110.1, 11 D.Z AND 111 FOR PAVEMENT
RESTORATION REQUIREMENTS
SURFACE RESTORATION AS
9 PECIFIED IN CONTRACT DOCUMENTS
12" MIN. E)<1STING PAVEMENT SURFACE
NEAT LINE TRENCH -
6- MIN . SEE NOTE 4
L -CRUSHED SURFACING TOP COURSE' PER
1 WSDOT STD. SPEC 9-.3.9(3). COMPACTED
TO 95%OF MAXIMUM DENSrrY
'CRUSHED SURFACING TOP COURSE' PER
- W800T STD. 8PEC 9-C3.%9), -$ANK RUN
GRAVEL FOR TRENCH BACKFILL- PER
WSDOT STD. SPEC 9-03.19. OR "GRAVEL
BORROW" PER VISDOT STD SPEC S-0S IUl
I COMPACTED TO 95% OF MAXIMUM DENSITY
BENCH AS NEED✓=17 FOR '•�
SHORING SYSTEM WHEN
DEPTH IS W OR GREATER ,
PIPE
PIPE ZONE HEDGING AND BACKFILL
PER STD. PLANS 2 -DO AND M.1tl
r~ SEE NOTE 1
UMPAVEO AREAS PAYE. AREAS
ROTES:
I. SEE WSDO71APWA STANDARD SPECIFICATIONS SECTION 2-08.4 FOR
MPJISUREmENT OF TRENCH WIDTH
Z rXCAVATh PM Mr/ t SMALL
4' ❑1 L 49AT THE
*Ar ✓9TANQALIO
OE SCRIBED IN C"AP-[ER 295155 PART N OF THE SIIAC.
3. MAXIMUM BA.CKF ILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED_ AS
DETERMINED BY PIPE MANUFACTURER
4. IN PAVED AREAS, IF P{PE HAS LESS THAN 3' OF COVER, USE'C RUSHED
SURFACING TOP COURSE" FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE.
S. SEE CONSTRUCTION PLANS FOR SPECIFIC PRWEC T REQOIREMF N TS,
U NLf5 OTHERWISE NOT[D, DRAVAND IS -NOT TO SCALE
STD. PLAN - 220.20
PUBLIC WORKS TYPICAL TRENCH AND BACKFILL 9/28/2018
DEPARTMENT GAZ
F"6ic,Vea.Ab�m.� DA
1 REVISIONS PER CITY OF RENTON FIRST ROUND COMMENTS LMT 3/31/21 suRVEYm:
GO LD5 M ITN
2 RECORD DRAWINGS PER CITY OF RENTON REQUIREMENTS 9/9/22 DESIGNED:
ALIREZA RAMEZANI, PE
DRAWN:
ALLEN BREWER
CHECKED:
YANNICK METS, PE
NO. REVISION BY DATE APPR APPRO10:
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
HORIZONNTAL: NAD 19 3/1991
DATUM
W (SEE NOTE 7)
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 5) ---\
FOUNDATION LEVEL -�
LIMITS OF PIPE ZONE
of
PIPE
BEDDING FOR SANITARY SEWER PIPE
I+fDTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL
2. HAND TAMP UNDER HAUNCHES.
3- COMPACT 9EDDINO MATERIAL TO 95X MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY,
4- PIPE INSTALLATION SHALL BE PER SECTION 7-05 OF THE
STANDARD SPECIFICATIONS
:5 PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12C3)
OF THE STANDARD SPECIFICATIONS
6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED
7 TRENCH WOTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECIFICATIONS.
STD. PLAN - 405
�] PUBLIC WORKS PIPE BEDDING "PP
7� DEPARTMENT FOR SANITARY SEWERS Martin Pastucft&26l
F D9HH�49D
9/9/22
% 1J C TY OF RENTON
Planning/Building/Public Works Dept.
YARD DRAIN ORA iE
6" DIAMETER OUTLET PIPE
(SMALL CATCH BASIN 4R YARD DRAIN)
YARD DRAIN
NOT TO SCALE
25 CENTRAL WAY, SUITE 400,
KIRKLAND, WA 98033
P' 425.216.4051 F' 425.216.11052
WWW.THEBLU ELINEGROUP.COM
R-417109
S-417104
W-417104
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ENathan
ENT ENGINEERING PLANNING DIVISION
nders 05/03/2021 APPROVED
oing
05/0312021 jding
STANDARD DETAILS
MITCHELL SHORT PLAT
CIVIL CONSTRUCTION PERMIT
3342700480
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°ATE:
9/12/22
J
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FIEWBOOK: BOOK
W
PAGE: PAGE
_
DRAANG NO:
C)
DT-D r
SHEET: OF, oF:1O
r
r
I
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Lu
^r, V4" FLAT FACE GOTHIC
9- DLA
o a �
STORY � 4`
CAOp
o-1rlr'DIA
1Q•112' DIA
(2)3l6'-18 SS SOCKET HEAP CAP IV DIA
(I ) OPEN PICKHOLE 1' SCREW (ALLENHEAD) WfWSHRS
ON A W DIA BOLT CIRCLE
IPLAH VIEW FRAME SECTION
8.13F18' DIA �••�
vmpyi5T
CAST IRON FRAME AND
PAVED AREA PYP. )
COVER, SEE NOTE 3
1y
fl 2• F71ABOV DESIGN P RISER
i ABOVE DESIGN POHDING
ELEVATION OR PER PLAY FERN99 GASKETEQ
QUIK CAP OR SIMILAR
•- DfsIGNPDNnING
a• anBS •'B'
ELEVATION 4" STREAMBED COSBL
PER WSp❑T 9-03-11f23
S'
ASPHALT. SEE NOTE
,r _
.. 4" COMPACTED SAND OR
GRAVEL BACKFI ILL FOR DRAINS
PEA WSDOT II-M.1114)-
I. I
r'1 FA IT RICrR SFr NGTF) .`..L1
CLEAAIOUT RISER I:-
SAL TW9 45' BEND SEE NOTE �
WYE
SOIL TIGHT
COUPLER
UNDERWINFOOTING
Ct(WORDRANCOLLE_I..
ROOF DRAIN COLLECTOR
PIPE, SEE NOTE 1 CLEANOUT RISER LOCATED YYITHI N
BIORETENTION PONDING AREA
TO OVERFLOW r"r , - `:r-•L..
STRUCTURE OR
STORM MAIN
.y, LWECHANICAL PLUG OR r CONTINUED CON NECTION
TYPICAL CLEANOUT CONFIGURATION
NOTES,
1. DIAMETER TO BE &INCHES MINIMUM PRIVATE. 04NCHM M841MUM PUBUC- UNDERDRAIN PIPE PIER 511D. PLAN 7W-10-
2, CLEANOUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE.
3. FRAME AND COVER SHALL BE EJ PRODUCTS 3816x1PT AND, PT 387SAOR APPROVED EQUAL. COVER TO BE LOCYdNG WFTH ALLEN HEAD BOLT, MARKED -STD RM- OR
•DRAIN"
4. FOR C r6 Y OR PAR7IAL Y WITHIN UNPAVE AREAS OUTSIDE F EiOR NTI N PO NOING AREA POUR 8" THICK. 2.2" SQUARE CONCRETE COLLAR
Ln PRA FULL L D ❑ 8 OE ❑ E7E 0
A Rr111NR rRA}4F C.r)NI•:RFTF Y'1111 AS. SHAI I HAVE A MINIMI IM [`r7W7RFC41VF S71iPFHlTH t1r A IY+fI PAP
GENE
RAL HOTES:
FUR T I R P
1, CLEAHDLITS 9 VNDERDWIIN, FOOTING DRAIN C44LE4T4R, AND 44F BRAN COLLECTOR IF ES SF44LL ESE HNSTALLEp AT MINIMUM OF EVERY 100 FEET, AT
EVERY 90 DEGREE OR SECOND 45 DEGREE BEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERDRAIN PIPE NOT CONNECTED TO AN
OVERFLOW STRUCTURE CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES-
1 ALL FITTINGS SHALL OF SOL TIGHT.
3. CLEANOUT RIB ER SHALL RE LOCATED, OUTSIDE OF SICKTENT16N PONnINO WHERE POSSIBLE.
4, CLEANOLRS SHALL HOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY,
UNLE55 OTHERWISE NOTE), )IAWING IS NU"O SCgiE
STD. PLAN - 226.00
• PUBLIC WORKS DEPARTMENT STORM SYSTEM CLEANOUT artjn Pastuclla 8113
0 DA
FIRE HYDRANT SHALL 9E COREY-TYPE EQUAL TO IOWA F-5110 OR
COMPRESSION TYRE SUCH AS CLOY! MEDALLION: M & H 929, MUELL.ER
SUPER CENTURION 200, AND WATFROUS PACER WITH 6" MECHANICAL
JOINT INLET WITH L,UOS. 5-1/4' MAIN VALVE 0PENiN5. TWC
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER
CONNECTION CITY OF SEAT TLE THREADS WITH A STORZ ADAPTOR,
4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/T STAINLESS
STEEL CABLE 1-1 /4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT, KELLY- MOOR E/PRESERVATIYE
PAINT No- 5780-563 DTM ACRYLIC CLASS. SAFETY YELLOW OR
APPROVED EQUAL PUMPER CONNECTION TD FACE ROADWAY OR AS
DIRECTED BY RErMN FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO.
BE USED IF REQUIRED-
MIN, 10" TO 20' DENINO BACK Of
CURD OR 12" BEHIND BACK OF
3' 51DEWALK THAT 15 ADJACENT TO
CURB
4.875" x 5- STORZ
5'%5'xE" THICK CONCRETE PAD AROUND
HYDRANT FINISH TO MATCH SIDEWALK
7C EXPANSION JOINT AT
• BACK OF SI➢EWALIC
2"-j
CONCRETE SIDEWALK
OR PLANTING STRIP
r_
06' MIN
COVER
r-- TWO-PIECE CAST IRON VALVE BOX WITH LUG
TYPE COVER. EQUAL TO OLYMPIC FOUNDRY C
STANDARD Er TOP SECTION WITH REGULAR B
SECTION LENGTH TO FIT. VALVE NUT EXTENSIO
AS REQUIRED_
RAISED PAVEMENT MARKER TYPE N
STIMSONITE TWO-WAY BLUE REFtEC
JIF
ONCRETE BLOCKING
`•ICRETE J
-HRUST BLOCK MAIN LINE TEE, WITH 6- FLANGE SIDE OUTLET,
S" GATE VALVE (FL X MJ) AWWA C-509. RESILIENT SEAT
6° TJLICTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
2-3/4' C➢R-TEN STEEL TIE RODS.
16' ■ 3' x 4° MININUM T/2 YARD OF 1-1/4' WASHED DRAIN ROCK
CONCRETE BEARING 1' ABOVE BOOT FLANGE. PLACE B MIL
BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
LEVEL ALL GROUND MIN 3' RADIUS
MIN 3' RADIUS
Ah
ONE MAN R-OCK 9
1
18. T 1
i 6" CONCRETE PAD Ilj`fj /6" CONCRETE PAD
CUT FILL.
HYDRANT LOCATION IN CUT OR FILL
PL]HLTC ArORii FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1
i� D UARTME, N T
MARCH 2010
9AW LAYER
SEE NOTE 5
PERVIOUS GONGRETEIPOROUS ASPHALT
MINIMUM MATERIAL THICKNESS JIM)-
r IIAEC,
TE B
I r MIN ABOVE SEASONAL HIGH
GROUNDWATER OR
HYIIRAULICALLY
RESTRICTIVE LAYER
RESIDENTIAL STREETS AND
PEDESTRIAN
ALLEYS
PERVIOUS
POROUS
PERVIOUS
POROUS
LAYER
MAFEPJALTYPE'
CONCRETE
ASPHALT
CONCRETE
ASPHALT
IIH)
(IN)
(NI
(IN)
OPERMEABLE
PAVEMENT, SEE NOTE 1
0
6
S
4
{ B.
CHOKER COURSE, SEE NOTE 2
0
2
0
2
6=
AGGREOA'TE BASE SfE NOTE a
A
6
S
4
NOTES:
+ PERMEABLE PAV'EUIEMT rHICKNF ME -S LISTF_L1 POP PrIROIiS ASPHALT RECLIUDF. ASAIRIIJG CL'9URSK AIJO AAP11ALT TREATELI PE RN E ABLE BASE
(ATPB1 WHEN UTILIZED. PERMEABLE ASPHALT TREATED BASE (PATH) SHAD. CONFORM 70 THE REQUIREMENTS OF APWA OSP 4SW. CHOKER
COURSE REQUIRED WHEN ATP8 IS USED
2. CRUSHED SURFAC 103 CHOKER CCU RSE (C56G)I SHALL CONFORM TO THE RECUIREM ENTS OF APWA GSP 4.04.a(sA03-8(2}I.CPi2.
3- AGGREGATE BASE SHALL CONFORM TO THE REQU IROAFMTS OF APWA SSP 4-m-A$.G3-9I;!II.OPT1. RUNOFF STORAGE REQUIREMENTS MAY
REQUIRE A THICKER AGGREGATE BASE HYDRAULIC MODELING RESULTS SHOWING THE REQUIRED AGGREGATE BASE THICKNESS FOR
STORMWATER CONTROL MUST BE SUBMI rTEL.
4. PREPARE AND PROTECT SUBGRAOE PER APWA GSP 2.05.3(3) SUBGR,ADE FOR PERMEABLE PAVEMENTS. COMPACT TO A OEM OF 8' TO 9Q5F02%
OF MA CIMUM DENSITY PER WSOOT 24M.3[14)D. OVERGCWPACTED SUBGRAOE SHALL BE SCARIFIED TO W MIN. AND RECOMPACTEO.
5- PERMEABLE PAVEMENT SLEIJECT TO VEHICULAR USE IPOLLUTION-GENNERATING) SHALL BE DESIGNED WHERE THE SOIL BENEATH THE BMP
MEETS A MINIMUM ORGANIC MATTER CONTWTOF I.WL AND A MINJMUN CATION EXCHANGE CAPACITY OF 5 MELLIECU1VALENTS PER IQQ GRAMS
WHERE THE NATIVE. SOIL DOES NOT MEET THESE PROP ERTIC3, A &INCH SANE] LAYER IS REDUIRED BENEATH THE AGGREGATE SASE LAYER OF
THE PERMEABLE PAVEMENT
6. PAVEMENT BASE SHALL BE INSTALLED PER APW A GSP 4•04 315E SHAPNG AND COMPACTION
GENERAL NOTES:
1. REFER TO YJSDOT LOCAL AGENCY GENERAL SPECIAL PROVISIONS ICIVN) DIVISIONS 2-9 APWA GS%, AND WSDOT STANDARD SPECIFICATIONS.
Z POROUS LIMA SI TALL C,OHronPA TC RGOu MR rp4TS Or ArwA GG' SH14.
3. MINIMUM UTILITY SETBACKS AND PROTECTION MEASURES MUST CONFORM TO CURRENT CITY STANDARDS. $TO PLAINS Z85-W. 265.10. AND
265.20- AND OTHER UTILITY PROVIDER REQUIREMENTS. COORDINATE WR}I CITY ENGINEER IN THE EVENT OF UTILITY CROSSINGS OR
CONFLICTS.
4- PERMEASLE PAVFMEN7 SHALL RE DESIGNED OR REVIEWED BY A LICENSED ENGINEERING GEOLOGIST OR GEO TECHNICAL ENGINEER. FOR ALL
APPLICATIONS. PAVEMENT DESIGNS MUST BE PREPARED BY AN ENGINEER LI CENSEO IN WASH IwTCN STATE
5- ACCEPTANCE TESTING FOR SIDEWALKS, PATHS AND VEHICULAR PAVEMENT LESS THAN 2.000 SF SHALL BE AS FOLLOWS- PAVEMENT SHALL BE
PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER R IMMEDIAT Y AFTER "FACE MILS BEEN D
C HOUR 4 A MIEITE
CONTINUOUSLY FOR AT LEAST 10 MINUTES APPROVAL WITH 5 GALLON BUCKET TEST, WATER TRUCK, OR ASTM C1701 USFNG A f24WH RING
SEALED AT THE PAVIOMEMT SURFACE
F INFILTRATION 1 6. ACCEPTANCE TESTING FOR ROADWAYS AND PARKING AREAS OF 2-ODD S OR GREATER SHALL HAVE A MIN NF LTRATKRN RATE OF 00
1WHRPER A2TMC 701 ANDAPWAGSPEA43ANDS-M_ 8. 1 3I 1
7_ ROADWAYS, DRIVEWAYS, PAD PARKING LOTS SUBJECT TO VEHICLE LOADING SHALL MEET STRUCTURAL REQUIREMENTS OF CITY OF RENTON
TRANSPORTATION 'DEPARTMENT STANDARDS FOR EQU IVALENT NON -PERMEABLE PAVEMENT TYPES
S. FOR PERMEABLE PAVEMENT NSTALLArONS ON SLOPES GREATER THAN 55- CHECK DAMS AREA REQUIRED PER STD. PLAN 261-20.
H. SEE CONSTRUCTION PLANS FOR 5PECIFIC PROJECT FEEQUIREMENT5.
UNLESSNFRWISE NOTE), DRAWING I$ NUTTO SCALE
PERMEABLE PAVEMENT MATERIAL STD. PLAN -61.10
a PUBLIC WORKS SECTIONS - PERVIOUS CONCRETE AND 11
DEPARTMENT Martin PaStUChB
POROUS ASPHALT
r MARKER MARKER
11
7 � T
I
TWO LANE ROAD OFFSET
MARKER TO INDICATE
WWCH SIDE OF STREET
HYDRANT IS ON (4- FROM
DOTS OR PAINTED LINE)
MARKER
I
FOUR LANE ROAD OFFSET
MARKER TO INDICATE WHICH
SIDE OF STREET HYDRANT 1S
ON (4" FROM DOTS 0R
PAINTED LANE DIVIDER)
HYDR4TNT MARKERS
a®®
k- 4'
RAISED PAVMENT MARKER TYPE 86 AB
STIMSONITE TWO-WAY (BLUE)
MARKER
t
ON SIDE STREETS WHERE THE
HYDRANT IS WITHIN 20' OF A
MAIN TRAVELED STREET, THE
MARKER IS TO BE INSTALLED
ON THAT MAIN STREET
MARKER
R -
4
11 -
FIVE LANE ROAD OFFSET
MARKER TO INDICATE WHICH
SIDE OF STREET HYDRANT 15
ON (4" FROM DOTS OR
PAINTED LANE DIVIDER)
PUBLTC WORK STD. PLAN - 310.3
+ + DEPARTA'MEN'I• HYDRANT MARKER LAYOUT
MARCH 2010
■
'�I-!
Fro
►
_
i
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L �'
'�T�`rIi'uwTTI
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"U�J���1.�*IE��11�'' �' w T
_ _ _ � •i�B . � i Y�
CONTROLLEV DENSITY FILL
- - - - • -
SVI35URFAC IF CHECK PANT PFR
WSDOT SECTION 2A4.3(1)E
i
DE81WR TO SPECIFY
CHECK DAM HEIGHT 3-A•11N LOFT
1
(TYP. )- CHECKDAM REQUIRED
17 MIN.
FQR SLr PE.9TEE PER THAN SW.
yjl DESISNER
TO SPECIFY
SuBGRACE PER
19LOTTEO UN❑ERDRAIN.
STD. PLAN 261.1$ 6"MIN. BEDDING
SEE NOTES 2 AND 3
CONTROLLED DENSITY FILL BUBSURFACE CNECK DAM
CONTROL JOINT mp-j
IAERVIOUS 00"CRETE ONLY)
DESIGNER TO SPECIFY
DESIGN WATER SURFACE SPACING
ELEVATION CONTROLLED BY
OUTLET 901E MAK. store
I- MIN. C HEC K DAM
':'T-'T-"• CLEARANCE
SEE PER MEARLE 1
PAVEMENT SECTION _
STD- PLAN 201.19
d
8UBGRADE PER STD PLAN 26 1.10 M1 DESIGNER TO SPECIFY T
COMMERCIAL CONCRETE 4- MIN. SUBSURFACE CHECK 1
SUBSURFACE CHLOK D-W PE9 DAM HEIGHT 3. MIN. KF,Y
WSDCT SECTION 642. kZ)B CTYP.1. SLOTTED UNDEFiDRAiIN,
CHECKDAM REQUIRED FOR SEE NOTES 2 AND 3
SLOPE STEEPER THAN 6% r MN'
BEDDING
CONCRETE BAND SUBSURFACE CHECK DAM
C LEANOUT PER STD
PI,AN NSM WATER LEVEL CONTROLLED BY OUTLET ELEVATION,
OUTLET ELEVATION DESIGNER TO SPECIFY
SEE PERMEABLE TYPE 1L CATCH BASIN
PAVEMENT SECTION - PER STD . PLAN 200-10 OR
STD. PLAN 201 16 �', IT MIN x- MIN, 3'MAK• a EITHER STRUCTURE WI
i APPROVAL
111N1h11hll1111!l1m11!l11II1 illill11111illlllllllllllllllll1111� 4• j REMOVABLE PLUG
FOR MAINTENANCE
UNDERDRAIN AGGREGAT E, I ' • A -
SEE NOTE t - ;{t SANR•ARY TEE CLEAR
WITH OPTIONAL
SLOTTED UNDERDRAIN PIPE. RISEid WPE
SEE NOTES 2 AND 3 SLOW R
SUBGRALDE PER STD PLAN 261 10
12' MIN SUMP
UNDERDRAIN AND OVERFLOW
NOTESI CONTROL STRUCTURE WITH RISER
4
1, UNDERDRAIN AGGREGATE SHALL MEET GRAVEL BACKFILL FOR DRAINS PER WSOOT STO. SPECIFICATION SECTION B-03-1214)
2 LI DERDRAIN TO BE V MIN. PRIVATE B" MIN PUBLIC SLOTTED PVC. SOR 35 PER A57M 03034. SLOTS SHOULD BE CUT PERPENDICULAR TO THE LONG AXIS OF THE PI
i I. I I
ANO BE 0.04 TO 0.088INCHES BY 1 INCH LONG AND BE SPACED 0.25INCHES MART (SPACED LONGITUDINALLY - SLOTS SHOULD BE ARRANGED IN FOUR ROWS SPACED
4&DEGREE CENTERS AND, COMER ll2 OF THE OIRCUMFEREHCE OF THE PIPE SLOPE PIPE AT 0.6h MIN UNLESS OTHERWISE SPECIFIED. PR❑VrOE ONE CLEANOUT A'IkN.
PER 100 FEET OF 1JNDERDRAIN, AND AT EACH END. SEE STD. PLAN 228-00-
9 PIPE WIL L HAVE A MINIMUM COVER DEPTH OF I 0040 BEDONG DEPTH OF V
GENERAL NOTES-
1 LOCATE UNDERDRAIN BELOW STRUCTURAL PAVEMENT SASE DEATH.
2 SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREA4ENTS.
UNLESS 01HERMSE NOTED, DRAWING IS N97Y TO SCALE
$TO. PLAN - 261.20
a PUBLIC WORKS PERMEABLE PAVEMENT - SUBSUREACE
DEPARTMENT CHECK DAMS AND UNDERDRAIN Martin Pastucha 11/
80E1 N1FD5BB.Li9p DA
13"K24" PLASTIC METER BOX EQUAL TO. MID -STATES PLASTIC,
INC- ECF SERIES MSRCF 1)24-18 WITH 1-75" THICK DUCTILE
IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS,
INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE
FOR TOUCMREAD PIT LID (SEE DETAIL A -A)
S' MIN
12'- MA;
FINISH GRADE
pG
3v MIR COVER
Ow PRIVATE
PIPING HPIMC
IIN UNIMPROVED R;OfiT OF J I
WAY INSTALL METER SOX AT
PROPERTY LINE WITH 12" �
w LONG COPPER TAILPIECE w
a l SIDEWALK w I
'y
TWCHREAD WATER
METER TO HE ,�lJ 12" z
SUPPLIED SY THE
rdTY
TYPE 'K- SCFr
�l COPPER TUBING "I
NEW DUCNTILE'
IRO
WATERMAiN
IF SERVICE LINE rQ HOUSE 15
TO BE INSTALLED IN THE FUTURE
INSTALL FORT} G14-33 OR 44 FIPT
x COMPRESSION COUPLING
LOOP DOM TO CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER WPPFRSEI'TPR FOR FORD
SERVICE LIKE TO METER, VSH72--15V1-44-33G, OR McUONALD BRASS: 21-215W00033, OR
MUELUM: 3/4-8-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHEOS VALVE ON OUTLET
CORPORATION STOP WITH BALL VALVE. FORD COPPERSE`T7ER FOR 1- METER: FORD VBH72-15W-44-44G. OR
TAPERED THREAD (CC). OUICC JOINT Mc➢ONAL➢ BRASS! 2)-415WC0044. OR MUELLER- 1-B-247a-2
(3/4" 1791000-3•-0) OR AY MCDONAW 4701E 130TH INLET AND QUTLrT WITH QUICK JOINT. PADLOCK WINGS ON
(1' FEIlODd-4-Q) OR AT MCDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SRALL BE WITH QUICK JOINT.
N OTE:
ALL METER BOXES INSTALLED WITHIN CONCRETE DR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO OLYMPIC FOUNDARY_ EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF DIETER BOX.
A- A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC
METER READ) TOUCIIREAD DENSE
L _ 2-1/2" MIN, FROM NEAREST
F - AND FRONT EDGE OF PIT [it)
�_+
TYPICAL I
RHG
3/4" DR 1 '
GALVANIZED
PLUG
NOTE:
THE CENTER OF THE HOLE MUST 13E AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE
NUT TO TIGHTEN[ AGAINST THE OPEN 'SIDE OF MORE THAN
ONE RIB.
Pti BLTC WORK 3q" AND i" WATER SERVICE SM.. PLAN - 320.1
DEPARTIINI* W BE SUPPLIED BY CITY FORCES
NOVEMBE-IR 2009
1 REVISIONS PER CITY OF RENTON FIRST ROUND COMMENTS LMT 3/31/211 SURVEYED:
GOLDSMITH
2 RECORD DRAWINGS PER CITY OF RENTON REQUIREMENTS 9/9/22 DESIONm:
AUREZ4 RAMEZANI, PE
DRAWN:
ALLEN BREWER
CHECKED:
YANNICK METS, PE
NO. REVISION BY DATE APPR Awwwm:
SCALE,
AS NOTED
ONE INCH
AT FELL SCALE
F NOT ONE INC"
SCALE ACCORDINGLY
VERTICAL KW 1
HONZONTAL: NAP low 1901
DATUM
PLANTING BEDWNDISTURBED UNDISTURBED TURF ILAWN) AREAS.
VEGETATION• SEE NOTE 1 SEE NOT'£ 1
III
UNDISTURBED :, GRASS_ SEED OR SOD
NATIVE VEGETATION .••:.L.,.'.'t. .
UNDISTURBED NATIVE SOIL UNDSTURBED NATIVE $OIL
QPTIWi 7 - NO ptsLTVR;BA7110E
Iy PLANTING BEDS +I {yTURF(LAWN)AREASr+�
3'-4• ARBORQTW000 CHIP MULCn-�Cli f i r'�
kF/ '
SEE STD FLAN xB2.6Q n, � ORASSSEED OR SLID
3" OF COMPOST NCORPORATED
INTO S" OF SITE SOIL. (TOTAL
AMENDED DEPTH OF9.5•, FOR A
Sr I [ Ltp ULH I H U. 6.1
a-
1.76.OF COMPOST INGORPORATED INTO
6.25" OF SITE BOIL {TOTAL AMENDED DEPTH
OF S-S', FORA SErrLM DEPTH OF 1r]
SUBSOIL SCARIFIED 4' BELOWT -y1- r COMPOST AMENIDED LAYER w
COMPOST AMENDED LAYER �'" .
(72' BELOW SOIL SURFACE] " s;j/ �' r (12-BELOW SOIL SURFACE
I
OPTIONS 2, 3, AND 4-AMENID IN PLACE OR STOCKPILE AND AMEND
PLANTING BEDS TURF (LAWN) AREAS
I I I +I+I
a-i"ARBalvsr �f � ��r/ ; ��iRIIjl4I�IMI,�4lM�G��1+�14'I!��I'4.1 Y
WOOD CHIP iJ'•f /f�� ��� .II, �, I,,, ii 1 I, ', GRASS: SEED OR SOD
rY I:i, ,, 1•I
MULCH, SEE STD-
PLAN 262.SQ 7
NOT161k
1. AREAS OF NO DISTURBANCE TO, BE FENCED
AND EXISTING VEGETATION AND ML TO BE
PROTECTED FROM CONSTRUCTION IMPACT
6" IMPORTED
-
6• IMPORTED
TOPSOIL MIX
-
TOPSOIL MIX
GENERAL NOTE:lk
(COMPACTED
_
ICOMPACTED
DEPTH)
-I
Ir
DEP7H1 I- TO MEASURE SETTLED DEPTH, WATER SOIL
SUFFICIENTLY TO FULLY SATURATE WITH
CAUSING EROSION
I_ I
Z rET'
• • -
SUBSOIL IS x- cGMPDsr TO MEET srD. FLAN 262.60
SUB SOIL la
•
4
��'
r'
SCARiP1ED 8-
W IM T 3- COMPACTION OF TOPSOIL INHERE REQUIR
PdR EO
5CJ4iIFIEDG
S'
BELOW IMPORTED
--�" _
I
' �
_ _
\'
TOPSOIL MIX TO BE TO 85%OF STANDARD PROCTOR.
TOPS
�
_
•.�•;,
4 SEE CONSTRUCTION PLANS FOR SPECIFIC
PROJECT RECUIREMENT8.
5 -IMPORTED
TOPSOIL
OPTION
UNLESS OTHERW$El NOrE D. DRAVANG IS IIOT TO SCALE
STD. PLAN - 264.00
a PUBLIC WORKS
SOIL AMENDMENT SECTIONS
GAZ 9/28/2018
DEPARTMENT
1 " MIN CHECK DAM CLEARANCE
DESIGN WATER SURFACE
ELEVA 77ON CONTROLLED
BY NOUMET
WSDOT SECT70N 6-02.3(2)B
(T?P) CHECKDAM REQUIRED FOR
SLOPE STEEPER THAN 5%
SEE PERMEABLE 1
PA WENT SEC77ON
S7D PLAN - 261.10 -.
4' MIN f 7.75'
SUBGRADE PER SM PLAN 261.10
3" MIN KEY
6"
0 r
CV
O
BLUELINE
^r'
25 CENTRAL WAY, SUITE 400, ` V
KIRKLAND, WA 98033
P- 425-216-4051 F- 425-216-4052
WNW-THEBLU ELINEGR0UP-COM
1' MIN COVER
�„ J 1 _
SLOTTED UNDERDRAIN 1,
SEE 57D PLAN - 261.20
6" MIN
BEDDING
MODIFIED CONCRETE BAND SUBSURFACE CHECK DAM
9/9/22
CITY OF
�1
15
RENTON
Planning/Building/Public Works Dept.
NOT TO SCALE
R-417110
S-417105
O
O
O
I
CV
J
O
CV
n
W-417105
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING _ PLANNIIV+S DIVISION
�: y APPROVED IL
Nathan Jandars 051Q312021 05/03/2021 jdirg
O
U)
9/ 12�22 J
STANDARD DETAILS J
"EMBQQK: BOOK Lu
PAGE! PAGE _
MITCHELL SHORT PLAT DRAVANGNO:
CIVIL CONSTRUCTION PERMIT oT--1:72 �
3342 700480 SHEIETy 0 Of. �