HomeMy WebLinkAboutP_Ng Building_Approved Civil Cosntruction Plans_20150715.pdfa
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a CONTROL DETAIL
I I
I I
I 589791021E NAD&;
I FND CONC MON
IN1525.83
CITY OF RENTON NO.
1147-. CASE W/LEAD PLUG & FND CONC. MON IN CA .'I
PUNCH 2-11-13 TACK IN LEAD 5-1-15
N178,066.816
GRAPHIC SCALE
10 0 5 10
SCALE: 1 " = 10'
T Vr V Tn
t XIS [ING FEA TURES
LEGAL DESCRIPTION
THAT PORTION OF GOVERNMENT LOT 11, SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST,
W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS. -
COMMENCING AT THE INTERSECTION OF THE CENTER LINES OF THE CITY OF SEATTLE'S CEDAR
RIVER PIPELINE AND RAINIER AVENUE SOUTH (PRIMARY STATE HIGHWAY NO. 5) AS NOW
ESTABLISHED; T HENCE SOUTH 337'35" WEST ALONG THE CEN 1 FRLINE OF SAID RAINIER AVENUE
SOUTH A DISTANCE OF 317.37 FEET TO THE INTERSECTION OF SOUTHWEST HARRIS PLACE
MITCHELL STREET); THENCE SOUTH 752447" WEST ALONG SAID CENTERLINE A DISTANCE OF
311.83 FEET TO THE INTERSECTION OF THE NORTHERLY EXTENSION OF A LINE 0.50 FEET WEST
AND PARALLEL TO AN EXISTING 8 INCH CONCRETE WALL; THENCE SOUTH 007228" EAST
ALONG SAID LINE A DISTANCE OF 11.87 FEET TO THE TRUF POINT OF BEGINNING, SAID POINT
ALSO BEING ON THE NORTHERLY UNE OF PARCEL "B" AS rESCRIBED IN THAT CERTAIN
VACATION ORDINANCE OF THE CITY OF RENTON N0. 3204 AND FILED UNDER KING COUNTY
RECORDING NUMBER 7803270680; THENCE COINTINUING SC's FH 007228" EAST A DISTANCE OF
77.27 FEET TO THE NORTHERLY UNE OF SOU THRES T SUNS: r OULEVARD (PRIMARY STATF
HIGHWAY NO. 2) SAID PAINT BEING ON A CURVE, THE CEI OF WHICH BEARS SOUTH
0258'07" EAST; THENCE WESTERLY ALONG SAID NORTHERr ' 'LINE CIV A CURVE TO THE LEFT
WITH A RADIUS OF 1005 FEET, A DISTANCE 0 F 100.00 FE[-, TO A POINT OF REVERSE CURVE
THE CENTER OF W41CH BEARS NORTH 13'40'13' WEST; THENCE ALONG SAID CURVE TO THE
RIGHT WTH A RADIUS OF 1115 FEET, A DISTANCE OF 87.21 FEET TO A POINT OF COMPOUND
Section 18, Township 23 N, Range 5 E W.M.
RENTON COMMERCIAL
I E1,297,669.801
I
I NOD T
AS ESCRM
CURVE, THE CENTER OF WHICH BEARS NORTH 09'11'06" WEST,• THENCE ALONG SAID CURVE TO
THE RIGHT WITH A RADIUS OF 16 FEET, A DISTANCE OF 31.12 FEET TO A POINT
KAL
z x
I FOUND GARNER
OF
TANGENCY,- THENCE NORTH 19'42'20" EAST A DISTANCE OF 2619 FEET TO A POINT OF :Y
KAL
KAL
I
U (
REVISIONS PER CITY COMMENTS
AS DESCRIBED CURVE; THENCE ALONG SAID CURVE TO THE RIGHT Wl TN A RADIUS OF 42.37 FEET A3
COOj p SET AS DESCRIBED DISTANCE OF 41.20 FEET TO A POINT OF TANGENCY SAID POINTID BEING OF INE NOR lNERL Y crNCORNER
I
1
LUMINAIRE µLINE OF SAID PARCEL B ; THENCE NORTH 75447" EAST ALONG SAID NORTHERLY UNE A
o I o C/)
I
REVISIONKAL
c DISTANCE OF 167.30 FEET TO INE 1RUE POINT OF BEGINNING ---
w,
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KAL LIGHT PACE W/CHAIN_.-
tit, CITY OF RENTON N0. 1898 FND
I O CHAIN PACE SUBJECT TO CONDI T10NS, RESTRICTION AND EASEMENTS OF
RECORD. ` CONC. MON /N CASE W/1-1/2'"' SE RR/
SPIKE Call 2 Working Days Before You
Dig
811 Utilities Underground Location
Center ID,MT9NDg0R,
WA) STAMP NOT
VALID UNLESS SIGNED AND
DATED LITCHFIELD
ENGINEERING 12840 81ST AVENUE
NE Kirkland, WA
98034 Tel (425) 821-5038 Fax (425) 821-
5739 Copyrights 2000 Litchfield Engineering, Inc. All rights
reserved. CITY OF RENTON NO.
1898 TOP OF CONCRETE MONUMENT IN CASE WITH DOMED CAP AND
PUNCH LOCA TED A T THE INTFRSEC77ON OF SHA TTUCK A VE. S AND S 6TH
ST.
x
42s N176, 367.
485 CENTO&
W E1,299,156.
685 6 UPDATED SURVEY INFORMATION KAL 7-14-15
KAL 5 REVISIONS PER CITY COMMENTS
KAL
KAL 5-04-
15 3-13-
15
KAL
KAL SUP&
M: JHS 4 REVISIONS PER CITY
COMMENTS 3 REVISIONS PER CITY
COMMENTS REVISIONS PER CITY
COMMENTS
gym, KAL KAL 1-29-15
KAL
2 KAL 11-12-14 KALKAL1REVISIONSPERCITYCOMMENTSKAL9-5-14
KAL N0.
REVISIONKAL
c BY DATE APPR
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KAL 1 "=
10' ONE
MW AT nAl
SCALE F NOT ONE
RICH SCALE
ACCORDWOLY VERTICAL
Novo HORIZONTAL• 9W%,
ft,
DATUM CITY
OE
RENTON Planning/Building/Public Works
Dept. VICINITY
MAP NOT TO
SCALE PROJECT DA
TA PROPERTY ADDRESS: 60 SW SUNSET
BLVD, RENTON, WA.
98055 TAX LOT NUMBER: 182305-
9100 SI TE AREA: 12,659
SF WORK AREA: 12,659
SF ZONING:
COMMERCIAL PROJECT
CONTACTS APPLI CAN T.• SK YWA Y GEN. CON TRA C TORS,
INC. 6622 S 124TH
STREET SEATTLE, WA 98178-
3629 206) 772-
1886 Cl WL ENGINEER: Ll TCHFIELD
ENGINEERING 12840 81ST AVE
NE KIRKLAND, WA
98034 425) 821-
5038 M CONTACT: KEITH LI TCHFIELD,
PE
U o ARCHI TEC T.- DESIGN do PERMI T71NG SERVICES, LLC
ZD 16518 203RD PLACE
NE LJ WOODINWLLE, WA.
98077 206) 947-
9494 CONTACT.- DICK
CAUSEY SURVEYOR: TRI -COUNTY LAND SURVEYING
CO. 4610 200 7H ST. S W. SUITE
A LYNN WOOD, WA.
98036 425)776-
2926 EARTHWORK Q UANIT Y
ESTIMATE CUT= 20 CY'
S FILL = 5 CY'
S
NOTES• 1. CUT GENERA TED DURING THE PROSECT WILL BE HAULED
TO 4 AN APPROVED FILL LOCA TION OFF SI TE AS DETERMINED
BY THE
CONTRACTOR.
4 -- 2. THE QUANTITIES SHOWN ARE PRELIMINARY ESTIMATES
ONLY AND FOR MUNICIPAL PERMITTING AND REVIEW FEES
THE CONTRACTOR SHALL IGNORE THESE QUANTITIES.
THESE VOLUMES SHALL NOT BE USED BY THE CONTRACTOR AS
A BASIS FOR ANY CONTRACTUAL INFORMATION. THE
CONTRACTOR SHALL PREPARE THEIR OWN EARTHWiORK QUAN1 TIES
BASED ON THE INFORMA TION PROVIDED IN THE CONTRACT
DOCUMENTS BENCH MARK — NA VD
88 CITY OF RENTON BM N0.
754 TOP OF MON IN CASE AT THE INTERSECTION
OF SW 7TH STAND SENECA AVE. S.
E. ELEV. = 22.31
FEET SHEET
INDEX 1 COVER
SHEET 2 T ESCIDEMOL1 TION
PLAN 3 TESC
DETAILS 4 GRADING, DRAINAGE & PAVING
PLAN 5 SITE & DRAINAGE
DETAILS 6 WA TER & SEWER
PLAN 7 WATER & SEWER DETAILS &
NOTES 4F R
ION APPROVED BY DA
TE. DATE: APPROVED B AI383701
S
I - APPROVED BY.-
DATE: APPROVED BY
DATE: Renton Commercial
DATE
14 60 S. W. Sunset Blvd.
Fly: Renton, WA
98055
PAGE: DOWNG
NO: COVER
SHEET
I I *w= 1 OF:
7 Q- 38-3-701 1 1 1 1 1
a
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W
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LEGEND
EXISTING FEA TURES
FOUND MONUMENT
AS DESCRIBED
FOUND CORNER
AS DESCRIBED
SET CORNER AS DESCRIBED
GRAPHIC SCALE ry
X LUMINAIRE
10 0 5 10 12 LIGHT POLE WICHAIN
9 CHAIN POLE
SCALE: 1 " = 10' CATCH BARN
SAN1 TARY SEWER MANHOLE
CONSTRUCTION SEQUENCE
A. CONDUCT PRE—CONSTRUC71ON MEETING.
B. FLAG OR FENCE CLEARING LIMITS
C. POST SIGN WITH NAME AND PHONE NUMBER OF 7ESC SUPERVISOR.
D. INSTALL CATCH BASIN PR07EC71ON IF REQUIRED.
E. GRADE AND INSTALL CONSTRUCTION EN7RANCE(S).
F. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.).
G. CONSTRUCT SEDIMENT PONDS AND TRAPS (IF NEEDED) NOT ANTICIPATED.
H. GRADE AND STABILIZE CONSTRUCTION ROADS.
1. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.)
SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT.
J. MAINTAIN EROSION CONTROL MEASURE IN ACCORDANCE W 774 CITY OF RENTON STANDARDS AND
MANUFACTURER'S RECOMMENDATIONS.
K. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE COND177ONS
CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY 7ESC
MINIMUM REQUIREMENTS
Section 18, Township 23 N, Range 5 E W.M.
RENTON COMMERCIAL
342
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STAMP NOT
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DATED LITCHFIELD ENGINEERING
12840 81ST AVENUE NE Kirkland, WA 98034 Tel (
425) 821-5038 Fax (425 821-5739 Copyright Q
2000LitchfieldEngineering, Inc. All
rights reserved. KAL 6 UPDATED
SURVEY INFORMATION 5 REVISIONS PER
CITY COMMENTS 4 REVISIONS PER
CITY COMMENTS 3 REVISIONS PER
CITY COMMENTS 2 REVISIONS PER
CITY
COMMENTS
1
REVISIONS PER CITY COMMENTS NO.
KAL REVISION KAL 7-14-15
KAL
KAL 5-04-15 KAL SURVEYO:
JHSKAL3-13-15 KAL
DMGNM KAL KAL 1-29-
15
KAL
KAL 11-12-14 KAL DRAM:
KAL
KAL 9-5-
14
KAL CHWXM.• KAL BY
DATE
APPR
KAL APPROVED BY.- M7_(
5a'
R=
DATE: APPROVED BY
DA TE.- APPROVED
E:
APPROVED
BY
DATE: APPROVED BY: DA7E.- SCAM E:S MM- 'AD 1 ' Renton Commercial s-25-14 1 »=
10, NAD „ ,>a, Al C1 TY
OF 60
S.
W. Sunset Blvd. Fl oNE
INCIi °°' RENTON DATUM Renton, WA 98055 W. AT
FULL SOME Planning/Building/Public
Works Dept. IF
NGT ONE W CH SCAS ACCGR°"
MY TESL/DEMOLITION
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1.1. SILT FENCE MAY ' II D 00VOISLOPE OF ALL DIST EIS AMOAa
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1 701 Aly.
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IF Ci' ' . TRATSO FLOES ARE EVIDENT LIPAL OC THE FENCE, T ,4:V N UST BE WTEilICf zI AND Ca#yEyED TO A SEDIMENT TIS OR PCNL. IT Ie N C AIT.>+IT T0THE I,J+iIVi BIDS OF TIS Frrii POA 4I4M OF THi: , , F CL Iaw l A AOlN;+ 4 T>C I«L :SICTHMCAUSINGCHARONLIZATV4OFFLCI" PARALLEL, T'1; r,46 FIVMIS;E. IF THtE 000AWSEDIMENT. RBPL Rt:E TSE F1 OR I E I TMTI~I
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ID,MT,ND,QR,WA)
ZATCH SABIN FIL" AVN
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STAMP NOT VALID
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DEPAW HENTONS " IUCTION @NTRAN Z :
RCR
LITCHFIELD ENGINEERING
12840 81ST AVENUE NE
Kirkland, WA 98034
Tel (425) 821-5038 Fax (425)821-5739
Copyright cO 2000 Litchfield Engineering, Inc. All rights reserved.
FLOW
ROCK CHECK DAM
N. T.S.
1
2
2 ,
SUMP BEHIND CHECK DAM
INSPECT DAILY AND CLEAN
AS NECESSARYRYC
ROCK CHECK DAM SECTION
N. T. S
SA = 2 x QA.tIW% REQUIRED SURFACE AREA: 198 Sf = 2 X 0.052 cFs / O.Oa096
Maintenance Standards
1. S ffmt shill be m=v ad. theuR I h 1 %t in depth.
2. AnydamptcthetMp or dopw sh" be ro&
x av ups,, a n r r
SURFACE A6*[A D TERMINED
A" ?'CP *OF SIR S
44 'WIN,
VIN,tfVE'LBIM
1'z='!Le9 3,5 4—esd
F -AT BOTTOM
NDTz., -TAP MAY BE fT3II'I AED BY BERM CR BY
PARTIAL. OR COMPLETE EXCAVATION
WA;I;HE3 01AVEL \
DEOTEXTILE
DIBCHAB4E TO STABILIZED
OON`I EWANCE, OUT! 'ET CR
LEVEL SPREADER
yv.
4
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4SHEN 13RAVEL
KING COUNTY SEDIMENT TRAP DETAIL
N. TS.
C1 TY OF
RENTON
Planning/Building/Public Works Dept.
GENERAL EROSION & SED AUENT CONTROL NOTES
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT AC71 W TY OCCURS, A
PRECONS7RUC77ON MEETING MUST BE HELD WITH THE CITY OF RENTON'S
PUBLIC WORKS DESIGN ENGINEER.
2. ALL LIMITS OF CLEARING AND AREAS OF VEGETA RON> PRESERVA RON AS
PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND
OBSERVED DURING CONS7RUC770N.
1 ALL. REQUIRED SEDIMENTA TIONIEROSION CONTROL FACILI TIES MUST BE
XWSTRUC7ED AND IN OPERA 71ON PRIOR TO LAND CLEARING AND/OR
C0NS7RUC770N TO ENSURE THAT SEDIMENT LADEN WA TER DOES NOT ENTER
THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES
SHALL BE MAINTAINED IN A SATISFACTORY COND17ION UNTIL SUCH TIME THAT
CLt ARING AND/OR CONS7RUC110N IS COMPLETE AND POTENTIAL FOR ON-SITE
EROSION HAS PASSED. THE IMPL&A0V TA 71M AAWV IENANCE, REPLACEMENT AMD
AD 1WW TO EROSION/SEDWMAI Com, SYSTEMS SHALL BE THE
RESDONSMJ TY OF THE .
4. THE EROSION AND SEDWNTA 71ON CONTROL SYSTEMS DEPICTED ON THE
DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED
S17E CONDI TIONS AS CONSTRUCRON PROGRESSES AND UNEXPECTED OR
SEASONAL COND17IONS DICTA TE, THE PERMI TEE SHALL ANTICIPATE THAT MORE
EROSION AND SEDIMENTA 71ON CONTROL FACILITIES WILL BE NECESSARY TO
ENSURE COMPLETE SEDIMENTA77ON CONTROL ON THE PROPOSED SITE: DURING
THE COURSE OF CONST RUCTION, IT SHALL BE THE OBLIGATION AND
RESPONSIBILITY OF THE PERM1 T EE TO ADDRESS ANY NEW CONDI T IONS THAT
MA Y BE CREA TED BY THE ACTT W TIES AND TO PROVIDE ADDI71ONAL FACILI71ES
OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT
ADJACENT PROPER71ES AND WA TER QUALITY OF 7HE RECEIVING DRAINAGE
SYSTEM.
5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT
DOES NOT CONS71 TUTF AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE, NOR
LOCA TION OF PIPES, RESNICTORS, CHANNELS, OR RETENTION FACtLI77
6. DURING THE 71ME PERIOD OF OCTOBER 1ST 774ROUGH APRIL 307H ALL
PROJECT DISTRIBUTED SOIL AREAS GREA 7ER 7HAN 5, 000 FT.2, TNA T ARE TO
BE LEFT UN-1410RKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY
MULCH, SODDING OR PLAS7IC COVERING.
Z IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETA 71ON AND WHERE NO
FURTHER WORK IS AN 1TCIPA TED FOR A PERIOD 30 DAYS OR MORE, ALL
DISTRIBUTED AREAS MUST BE IMMEDIATELY STABILIZED NTH MULCHING, GRASS
PLAN 77NG OR 0 T HER APPROVED EROSION CONTROL 7REA 7MEN T APPLICABLE TO
7HE 77ME OF YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING
774E MONTHS OF APRIL 774ROUGH SEP7EMBER, INCLUSIVE. SEEDING MAY
PROCEED, HOWEVER, WHENEVER IT IS 1N 7HE IN7FREST OF THE PERM17EE, BUT
MUST BE AUGMENTED NTH MULCHING, NET77NG OR 0 774E 7REATMENT
APPROVED BY THE CITY OF RENTON, OU7SIDE 774E SPECIFIED TIME PERIOD.
8. FOR ALL EROSIONISEDIMENT4710N CONTROL PONDS WHERE 774E DEAD STORAGE
DEPTH EXCEEDS 6 INCHES, A FENCE IS REQUIRED NTH A MINIMUM HEIGHT OF
3 FT., 3.-1 SIDE SLOPES.
9. USE OF CONS7RUC770N ENTRANCE ONLY FOR INGRESS AND EGRESS.
WY OF BION
APPROVED BY.-WDATE:
APPROVED BY:
I
DATE: 1
APPROVED BY: DATE:
APPROVED BY DATE:
Renton Commercial 6-25-1
60 S. W. Sunset Blvd • FIELDBOOK:
PAGE:
Renton, WA 98055 DRAIIIING NIt
TESC DETAILS
3g 3703
swmr' 3 OF. 7
Su JHS SCALE.
1 =10 t is>>t
DATU M
4 REVISIONS PER CITY COMMENTS KAL 5-04-15 KAL mmmm:
KAL3REVISIONSPERCITYCOMMENTSKAL1-26-15 KAL
2 REVISIONS PER CITY COMMENTS KAL 11-12-14 KAL KAL
OW INC"
AT FiJLL SCALE
IF NOT ONE INCH
SCALEAC00RD14I
1 REVISIONS PER CITY COMMENTS KAL 9-5-14 KAL CHECKEDK
N0. REVISION BY DATE AP P R
AL
C1 TY OF
RENTON
Planning/Building/Public Works Dept.
GENERAL EROSION & SED AUENT CONTROL NOTES
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT AC71 W TY OCCURS, A
PRECONS7RUC77ON MEETING MUST BE HELD WITH THE CITY OF RENTON'S
PUBLIC WORKS DESIGN ENGINEER.
2. ALL LIMITS OF CLEARING AND AREAS OF VEGETA RON> PRESERVA RON AS
PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND
OBSERVED DURING CONS7RUC770N.
1 ALL. REQUIRED SEDIMENTA TIONIEROSION CONTROL FACILI TIES MUST BE
XWSTRUC7ED AND IN OPERA 71ON PRIOR TO LAND CLEARING AND/OR
C0NS7RUC770N TO ENSURE THAT SEDIMENT LADEN WA TER DOES NOT ENTER
THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES
SHALL BE MAINTAINED IN A SATISFACTORY COND17ION UNTIL SUCH TIME THAT
CLt ARING AND/OR CONS7RUC110N IS COMPLETE AND POTENTIAL FOR ON-SITE
EROSION HAS PASSED. THE IMPL&A0V TA 71M AAWV IENANCE, REPLACEMENT AMD
AD 1WW TO EROSION/SEDWMAI Com, SYSTEMS SHALL BE THE
RESDONSMJ TY OF THE .
4. THE EROSION AND SEDWNTA 71ON CONTROL SYSTEMS DEPICTED ON THE
DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED
S17E CONDI TIONS AS CONSTRUCRON PROGRESSES AND UNEXPECTED OR
SEASONAL COND17IONS DICTA TE, THE PERMI TEE SHALL ANTICIPATE THAT MORE
EROSION AND SEDIMENTA 71ON CONTROL FACILITIES WILL BE NECESSARY TO
ENSURE COMPLETE SEDIMENTA77ON CONTROL ON THE PROPOSED SITE: DURING
THE COURSE OF CONST RUCTION, IT SHALL BE THE OBLIGATION AND
RESPONSIBILITY OF THE PERM1 T EE TO ADDRESS ANY NEW CONDI T IONS THAT
MA Y BE CREA TED BY THE ACTT W TIES AND TO PROVIDE ADDI71ONAL FACILI71ES
OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT
ADJACENT PROPER71ES AND WA TER QUALITY OF 7HE RECEIVING DRAINAGE
SYSTEM.
5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT
DOES NOT CONS71 TUTF AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE, NOR
LOCA TION OF PIPES, RESNICTORS, CHANNELS, OR RETENTION FACtLI77
6. DURING THE 71ME PERIOD OF OCTOBER 1ST 774ROUGH APRIL 307H ALL
PROJECT DISTRIBUTED SOIL AREAS GREA 7ER 7HAN 5, 000 FT.2, TNA T ARE TO
BE LEFT UN-1410RKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY
MULCH, SODDING OR PLAS7IC COVERING.
Z IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETA 71ON AND WHERE NO
FURTHER WORK IS AN 1TCIPA TED FOR A PERIOD 30 DAYS OR MORE, ALL
DISTRIBUTED AREAS MUST BE IMMEDIATELY STABILIZED NTH MULCHING, GRASS
PLAN 77NG OR 0 T HER APPROVED EROSION CONTROL 7REA 7MEN T APPLICABLE TO
7HE 77ME OF YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING
774E MONTHS OF APRIL 774ROUGH SEP7EMBER, INCLUSIVE. SEEDING MAY
PROCEED, HOWEVER, WHENEVER IT IS 1N 7HE IN7FREST OF THE PERM17EE, BUT
MUST BE AUGMENTED NTH MULCHING, NET77NG OR 0 774E 7REATMENT
APPROVED BY THE CITY OF RENTON, OU7SIDE 774E SPECIFIED TIME PERIOD.
8. FOR ALL EROSIONISEDIMENT4710N CONTROL PONDS WHERE 774E DEAD STORAGE
DEPTH EXCEEDS 6 INCHES, A FENCE IS REQUIRED NTH A MINIMUM HEIGHT OF
3 FT., 3.-1 SIDE SLOPES.
9. USE OF CONS7RUC770N ENTRANCE ONLY FOR INGRESS AND EGRESS.
WY OF BION
APPROVED BY.-WDATE:
APPROVED BY:
I
DATE: 1
APPROVED BY: DATE:
APPROVED BY DATE:
Renton Commercial 6-25-1
60 S. W. Sunset Blvd • FIELDBOOK:
PAGE:
Renton, WA 98055 DRAIIIING NIt
TESC DETAILS
3g 3703
swmr' 3 OF. 7
LLJ
2
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4124
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C4
LEGEND
EXISTING FEA TURES
FOUND MONUMEN T
AS DESCRIBED
0 FOUND CORNER
AS DESCRIBED
0 SET CORNER AS DESCRIBED
LUMINAIRE
LIGHT POLE WICHAIN
@ CHAIN POLE
F1 CA TCH BASIN
GRAPHIC SCALE (1) SANITARY SEWR MANHOLE
10 0 5 10
WV
I I I I N WA 7EER VAL W
N = E WM
SCALE: 1 " = 1 O' Z WA IER ME7ER
C RRE HYDRANT
cU3 PONER POLE
PH PONER RISER
1§1 PEDIS7RIAN PUSH BUTTON
PEDESTAL
X JUNC 7701V BOX
BENCH MARK — NA VD 88
BM NO. REN TON 754
TOP OF MON IN CASE AT THE IN TERSEC 71ON OF
SIN 77H ST AND SENECA AVE. S,E
ELEV = 22.Jl FEET
HORIZONTAL — DATUM NAD83(1991)
CITY OF RENTON Na 1140
PK NAIL NEXT TO MONUMENT CASE LOCATED AT THE 1N7ERSECI70N OF
SHATTUCK AVE. S, AND S. 3RD ST
N178,048.6J4
Ell, 299t 195.520
Cl TY OF REN TON NO. 1898
TOP OF CONCRETE MONUMENT IN CASE W7H DOMED CAP AND PUNCH
LOCATED AT THE INTERSECTION OF SHAT77JCK AVE. S. AND S. 6TH ST
N176,J67485
E1,2999156.685
Section 18, Township 23 N, Range 5 E Wem's
RENTON COMMERCIAL
EARTHWORK QUANITY ESTIMATE
CUT = 20 CYS
FILL = 5 C Y'S
NOTES. -
1. CUT GENERA TED DURING THE PROJECT WLL BE HAULED TO
AN APPROVED FILL LOCATION OFF S17E AS DETERMINED BY
THE CON TRA C TOR.
2 THE QUAN7777ES SHOWV ARE PRELIMINARY ES71MA TES ONLY
AND FOR MUNICIPAL PERMIT71NG AND REWEW FEES. THE
CON7RACTOR SHALL IGNORE THESE QUANTITIES. THESE
VOLUMES SHALL NOT BE USED BY THE CONTRACTOR AS A
BASIS FOR ANY CON7RACTUAL INFORMATION. THE CONTRACTOR
SHALL PREPARE THEIR OWN EARIHWORK QUAN177ES BASED
ON THE INFORMA 71ON PROWDED IN THE CONTRACT DOCUMENTS.
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Utilities Underground Location Center
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STAMP NOT VALID
UNLESS SIGNED AND DATED Copyright @ 2000 Litchfield Engineering, Inc. All rights reserved.
6 UPDATED SURVEY INFORMATION KAL 7-14-15 KAL
5 REVISIONS PER CITY COMMENTS KAL 5-04-15 KAL SURVEYM:
JHS
4 REVISIONS PER CITY COMMENTS KAL DMGNM.
KAL3REVISIONSPERCITYCOMMENTSKAL1-29-15 KAL
2 REVISIONS PER C17Y COMMENTS KAL
DMM:—
KAL
1 REVISIONS PER CITY COMMENTS KAL 9-5-14 KAL CHECKM.
KAL
NO. REVISION BY
KAL
1 " =10,
I ONE INCH I
I AT FULL MALE I
IF NOT ONE NOCH
SCALE ACCIORMLY
VERnCAL. NAWD 190
HORIZMAU NAD 1963/1991
DATU M
SSV,H --- 347
R Ml= 34,06
GENERAL CONSTRUCUM NOTES
1. ALL WORK MA TERIAL SHALL BE IN CONFORMANCE W714 THE
STANDARDS AND SPECIFICATIONS OF 714E CITY OF RENTON
PLANNINGIBUILDINGIPUBLIC WORKS DEPARTMENT AND THE
LATEST ED177ON OF THE WSDOTIAPWA STANDARDS AND
SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY
OF RENTON IN 714E RENTON STANDARD PLANS &
SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE
KEPT ON S17E AT ALL 71MES DURING CONSTRUCTION.
I
I 2. A COPY OF THE APPROVED PLANS MUST BE ON SITE
I WHENEVER CONSTRUCTION IS IN PROGRESS.
II
I
J. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED
1. FOR WORK W7HIN 774E PUBLIC RIGHT-OF-WAY
II
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11 II 4. PAVED SUFACES INCLUDING ROADWA)'S SIDEWALKS AND
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11 PUBLIC RIGHT-OF-WAY SHALL BE REPAIRED AS REQUIREDIII
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BY THE CITY OF RENTON INSPECTOR AND THE C.O.R.
t, i-551 TRENCH RESTORATION & OVERLAY STANDARDS
M, II
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F DISPATCHER TWENTY-FOUR (24) HOURS IN ADVANCE OF
I c-, ALL WATER SERWCE INTERRUPTIONS, HYDRANT SHUTOFFS.
ry
0
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1 ul CONTRACTOR SHALL ALSO N07IFY 714E DISPATCHER OF ALLQ
II
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UJI"
I fl - II FROM THIS WORK.
1 11
I'llW 6. ALL LOCA77ONS OF EXIS77NG U71LI71ES SHOWN HEREON HAVE
1. H BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM
o
I - AVAILABLE RECORDS AND SHOULD THEREFORE BEI ;, I L
II r CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY1, -,
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9 0 FURTHER DISCO VERi - ALL U71LITY LOCATION SHOWV AND T
j 11 ; AND AVOID ANY 07HER U71LI71ES NOT SHOWN HEREON
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7. THE CONTRACTOR SHALL LOCATE AND PR07ECT ALLL--
CAS71NG AND U71LI71ES DURING CONSTRUCTION AND SHALL
CONTACT 714E UNDERGROUND U71LI71ES LOCATOR SERWCE
81 1) A T LEA S T 72 HOURS PRIOR TO CONS TRUC TION.
774E CONTRACTOR SHALL ADJUST ALL EXIS77NG
MAINTENANCE HOLE RIMS DRAINAGE STRUCTURE LIDS,
VALVE BOXES, AND U71LITY ACCESS STRUCTURE TO FINISH
GRADE WTHIN AREAS AFFECTED BY 714E IMPROVEMENTS.
1 a THE ON mA
TESTS REQUIRED BY THE CITY OF RENTON INSPECTOR FOR
WORK IN 714IN THE PUBLIC RIGH I- OF- WA Y.
12
STREET RIGHT -OF- WAY WILL BE 4
THE CONNACTOR'S RESPONSIBILITY TO COORDINATE AND
SCHEDULE APPROPRIATE INSPECTIONS, ALLOWING PROPER
T
RECONSTRUCTION OF 17EMS 774AT DO NOT MEET CITY
1 STANDARDS OR 714AT WERE CONSTRUCTED WTHOUT
INSPECTION. ANY RECONSTRUCTION SHALL BE AT
CON IRA C TOR "S EXPENSE.
13 ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WTH 774E
TRAFFIC CONTROL MANUAL. A CITY OF RENTON APPROVED
TRAFFIC CONTROL PLAN WILL BE REQUIRED PRIOR TO
ISSUANCE OF PERMIT
14. CARE SHALL BE EXERCISED WIEN EXCAVA77ON NEAR ANY
EXIS77NG U71LITY LINES ANDIOR W714IN TREE CRI71CAL ROOT
ZONES.
15. 774E CON7RACTOR SHALL SUBMIT CONSTRUCTION HAUL
ROUTES TO CITY OF RENTON PRIOR TO CONSTRUCTION.
16. IN 714E EVENT N07ES CONFLICT THE CITY OF RENTON
STANDARD N07ES SHALL RULE.
ADDITIONAL NOTE:
BUILDING PERMIT REQUIRED FOR ALL WALLS GREATER
THAN OR EQUAL TO 4 FEET IN HEIGHT
CXW OF RE -WON
I
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A C1 TY OF Renton Commercial
60 S.W. Sunset Blvd. FEU)BOOK:
PPAF- RENTON Renton, WA 98055 D W" -
Plan ning/Building/Pu blic Works Dept.
GRADING & STORM DRAINA GE PLAN SHmr'- 4 OF. 7
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EARTHWORK AND GRADING NOTES
1. NONCOMPLIANCE WITH EROSION CONTROL REQUIREMEN754 WATER QUALITY
REQUIRLWW 7S AND CLEARING LIMI7S MAY RESULT IN REVOCA 710N OF PROECT
PERMITS, PLAN APPROVAL AND BOND FORECLOSURES
2. PRIOR TO ANY WORK INCLUCING GROUND DISTURBANCE, THE CONIRACTaR
SHALL CONTACT THE CITY OF REN70N TO SCHEDULE A PRE-CONS7RUC710N
MEETING,
J. PRIOR TO ANY SITE CONSTRUC710N (WNIICH INCLUDES CLEARIN/LOGGIN,
DEMOLI710N, OR GRADING THE SITE), CLEARING LIMITS SHALL BE LOCA 7ED AND
FIELD IDEN71RED BY 714E CONTRACTOR'S SURVEYOR.
4. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH CITY OF
RENTON STANDARDS
5. ALL STRUCTURAL FILLS SHALL BE COMPACTED TO A MINIMUM OF 95X OF
MAXIMUM DENSITY BY MODIFIED PROCTOR TEST UNLESS SPECIFICALLY INDICATED
OTHERWISE IN THE SPECIFICATIONS
6 APPROVAL BY CITY OF RENTON OF 714E DRAINAGE AND TEMPORARY EROSI
CONTROL PLANS DOES NOT INCLUDE APPROVAL OF 714E GRADING AC71W71ES SHO
HEREIN. GRADING AC71 W 71ES IMTHIN THE RIGHT -OF- WA Y REQUIRE A PERMI T FROM
AHJ. GRADING AC71W77ES ON ADJACENT PROPERTIES REQUIRES WRITTEN APPROVA
BY THE ADJACENT PROPERTY OWER
Z GRADING AND EXPOSED SOILS MUST BE STABILIZED BY OCTOBER 15714 AND
NO EXCAVATION TO BE PERFORMED BETWEEN OCTOBER 31ST AND APRIL IST
UNLESS CONTRACTOR HAS OBTAINED WIRITTEN APPROVAL BY CITY OF RENTAN.
8. MATCH EXISTING GRADES AT EDGE COIVD171ONS AND PROVIDE SMOOTH
TRANSI710N.
9 SLOPE FINISHED SURFACE A MINIMUM OF 2X AWAY FROM THE BUILDING FAR
AT LEAST TWO FEET ON ALL SIDES OF THE BUILDING UNLESS N07ED OTHERWISE.
1D. COORDINATE FINE GRADING FOR SURFACE DRAINAGE WITH LANDSCAPE
INSTALLA 7100V. FINE GRADING FOR SURFACE DRAINAGE SHALL OCCUR PRIOR TO
PLAN71NG AND MULCHING GRADE TO PROWDE POSITIVE DRAINAGE AWAY FROM
AT B07H SUBGRADE AND FINISH GRADE.
11. UNLESS INDICATED OTHERWISE, THE FART RK RK OPERATION SMALL AMEND
THE SOILS FOR NON -PAVED AREAS WITH 714E FOLLOWING MINIMUM. 3 -INCHES OF
COMPOST TILLED IN70 1HE TOP 12 INCHES OF NON-STRUCTURAL FILL AND NA71W
SOILS ONCE AMENDED PROTECT SOILS FROM OVERCOMPACHON. IF AMENDED SOILS
BECOME OVERCOMPAC7ED THEN RESTORE AT NO ADDITIONAL COST TO OWNER
12. FINISHED GRADING, FINE GRADE BENDS TO CONTOUR LINES AND GRADES
SHOW ON DRAWING, 1/4" BELOW THE LEVEL OF ADJACENT WALLS, WALKS AND
CURBS UNLESS NOTES 0714ERWISE. ALLOW ROOM IN PLANT BEDS, COORDINATE W 17
LANDSCAPING PLANS FINE RNISI4 TOPSOIL TO MAKE SMOOTH AND EVEN AND
REMOVING ALL EXTRANEOUS MATTER.
STORM DRAINAGE GENERAL NOTES
I. BEFORE ANY CONSTRUC710N OR DEVELOPMENT AC7IWTY OCCURS, A PRECONSTRUC710N 15 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRO WDING ADEQUATE SAFEGUARD, MEETING MUST BE HELD WITH THE CITY OF REN701V PLAN REVIEWER. SAFETY DEWCES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2014 STANDARD AC71ONS TO PR07ECT 7HE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TOSPECIFICATIONSFORROAD, BRIDGE AND MUNICIPAL CONSTRUC770N PREPARED BY PROTECT PROPERTY IN CONNECTION WrTH THE PERFORMANCE OF WORK COVERED BYWSDOTAND7HEAMERICANPUBLICWORKSASSOCIA7101V (APWA), AS AMENDED BY THE CONTRACT. ANY WORK WITHIN THE IRAWE7ED RIGHT OF WAY THAT MAYTHECITYOFRENTONPUBLICWORKSDEPARTMENT. INTERRUPT NORMAL 7RAMC FLOW SHALL REQUIRE A TRAMC CONTROL PLAN
3. THE SURFACE W47ER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED BY 774E PUBLIC WORKS DEPARTJMENT, 7RANSPORTA7701V SYSTEMS DIWS ON.
APPROVED PLANS, WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT, ANY ALL SEC7101VS OF THE WSDOT STANDARD SPECIRCA71ONS 1-07.23 TRAFFIC CONTROL
DEWA7IAN FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE SHALL APPLY.
CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE W47ER U77LITY SECTION. 16. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF 774E PROJIECT LOCATION IS
4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB 97E WNIENEVER WITHIN THE AQUIFER PR07EC71ON AREA (APA). CONSTRUC710N IS IN PROGRESS
5. ALL SFDIMENTA710NIEROS70N FACILITIES MUST BE IN OPERA71ON PRIOR TO CLEARING STORM DRAINAGE NOTESANDBUILDINGCONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL
CONSTRUCTION HAS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS I. 714E STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THEPASSED.
APPROVED DRAINAGE CONTROL PLAN IN 711E APPROVED BUILDING PERMIT PLAN SET. WHICH6ALLRE7EN710N/OETEN710N FACILITIES MUST BE INSTALLED AND IN OPERA77ON PRIOR IS ON FILE W714 THE CITY OF RENTON. ANY DEWA7101V FROM 7HE APPROVED PLANS WILLTOORINCOINJINC71ONWITHALLCONSTRUCTIONAC71W7YUNLESSOTHERWISEREQUIREWRITTENAPPROVALFROMTHECITYOFRENTONANDTHEOWNER'SAPPROVEDBY7HEPUBLICWORKSDEPARTUENT, SURFACE WATER U71UTY SEC710N. REPRESENTA71VEOINZGRASSSLEDMAYBEAPPLIEDBYHYDROSEEDINGTHEGRASSSEEDMIXTURE, 0714ER
IMV THAN CITY OF REN701V APPROVED STANDARD MIXES, MALL BE SUBMITTED BY A 2 A COPY OF 7HE APPROVED DRAINAGE CONTROL PLANS MUST BE ON THE JOB SITELANDSCAPEARCHITECTANDAPPROVEDBY7HEPUBLICWORKSDEPARTMENT, WHENEVER CONSTRUC710N IS IN PROGRESSLSURFACEWATERU71UTYSECTION.
8. ALL PIPE AND APPURTENANCES SHALL BE LAID AN A PROPERLY PREPARED J. ALL REQUIRED STORM WATER FACILITIES MUST BE CONSTRUCTED AND IN OPERA 7101VFOUNDA7101VINACCORDANCEWITHSEC7101V7-02.3(1) OF THE CURRENT STATE OF PRIOR TO CONSTRUC710N OF IMPERVIOUS SURFACING UNLESS OTHERWISE APPROVED BYWASHINGTONSTANDARDSPEanCA710NFARROADANDBRIDGECONSTRUCTION, THIS THE C17Y OF RENTON AND THE OWNER'S REPRESENTATIVE. SHALL INCLUDE NECESSARY LEVEUNG OF 714E TRENCH BOTTOM OR THE TOP OF 7HE
FOUNDAT70N MATEIRIAL, AS NELL AS PLACEMENT AND COMPAC710N OF REQUIRED 4. CONNECT ALL ROCKERY, WALL, AND BUILDING FOOTING DRAINS TO 774E STORMBEDDINGMATERIAL70UNIFORMGRADESOTHATTHEETVTIRELENGTHOFTHEPIPESYSTEMATACATCHBASINUNLESS07HERWISENOTED. IMLL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE ALL PIPE BEDDING
SHALL BY APWA GLASS 'C; WITH 7HE EXCEP7101V OF PVC PIPE. ALL TRENCH 5. PROVIDE F007ING DRAIN CLEANOUTS AT A MAXIMUM 100' ON CENTER AND PROWDEBACKFILLSHALLBECOMPACTEDTOMINIMUM95% FOR PAVEMENT AND STRUCTURAL
NO FENER THAN TWO PER STRUCTURE. COORDINATE LOCATION WITH THE ONNER'SFILLAND90% OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6
ARCHITECT AND ENGINEER. CONTRACTOR SHALL DOCUMENT AS -BUILT LOCATION OFINCHESOVERANDUNDERPVCPIPE.
INSTALLED GLEANOUIS ON CONTRACTOR'S AS -GUILTS MAINTAIN AS -GUILTS AS WfORK9. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FT OF INE SPRING LINE OF ANY
PROGRESSS701RMDRAINAGEPIPE, OR 15 FT. FROM THE TOP OF ANY CHANNEL BANK.
10. ALL CATCH BASIN GRATES SHALL BY DEPRESSED .1 FT. BELOW PAMWENT LEVEL.
6. ROOF DOWNSPOUT 71G4TLINES CONVEYING S70RMWAIER FROM ONE DOWNSPOUT11.OPEN CUT ROAD CROSSINGS THROUGH EX1S11NG PUBLIC RIGHT OF WAY WILL NOT BE
SHALL BE OF 4 -INCH DIAMETER PVC STORM DRAIN, ROOF DOWNSPOUT 11G4TLINES
PG4NNING/l UILD/NG/!'UBUC WORKS
ADMINISTRATOR
UNLESS SPECIFlCALL Y APPROVED BY CITY OF RENTON
CONVEYING STOIRMWA TER FROM TWO OR MORE DOWNSPOUTS SHALL BE OF 6 -INCH
12. ROCK FOR EROSION PR07EC7701V OF ROADSIDE DITCHES, WHERE REQUIRED, 5SHALL BE DIAMETER PVC STARM DRAIN.
OF SOUND QUARRY ROCK PLACES TO A DEP714 OF ONE (1) FT. AND MUST MEET THE 7 TYPE 1 AND TYPE 2 CATCH BASIN SIRUCIURES PER THE CITY OF RENTONFOLLOWNGSPECIFICA710164-8 IN. ROCK / 40-7OX PASSING; 2-4 IN. ROCK / STANDARD PLANS AND SPECIRCA71016
30-40% PASSING; AND LESS THAN 2 IN. ROCK / 10-20% PASSING,
13. ALL BUILDING DOWNSPOUTS AND F007ING DRAINS SHALL BE CONNECTED TO 714E 6 PROWDE A MINIMUM OF 2.0X SLOPE CIV ALL DRAINAGE AND DOWNSPOUTSTORMDRAINAGESYSTEM, UNLESS APPROVED BY 7HE CITY PLAN REWEWER OR CONNEC710V ONES, UNLESS NOTED OTHERWISE:
SURFACE WA 7ER U71UTY SEC 770N. AN ACCURA TEL Y DIMENSIONED, CER71RED AS -BUIL T
DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON 9. PROVIDE STORM DRAIN STENCILING IN PAVEMENT AT ALL STORM DRAIN CATCHCOMPLE710NBASINS, INLETS AND AREA DRAINS 714AT ARE IN OR WITHIN ONE FOOT OF A PAVED AREA. 14. ISSUANCE OF THE BUILDING OR CONSTRUC710N PERMI7S BY THE CITY OF RENTON STENCILING SHALL BE IN ACCORDANCE WI774 PUBLIC AGENCY STANDARDS
DOES NOT RELIEVE THE OWNER OF THE CON71NUING LEGAL OBUGA71ON AND/AR
LIABILITY CONNECTED WITH S70RM SURFACE WATER DISPOSITION. FURTHER, THE CITY
OF RENTON DOES NOT ACCEPT ANY OB1JGA71ON FOR 774E PROPER FUNCTIONING AND
MAINTENANCE OF 774E SYSTEM PROVIDED DURING CONSTRUCTION
Mi% l4 GI 1 N b s
E TN - it V MIN.
E OONM%A= PLANS
PEDERTRIAN 011311119
1. Ttft plan is to tw used *ftre padeWan crollialng In one direction 4 not
SEE RIOT 10
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eXPANBION JOINT
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IWE I111111OU DIRECTION 15 f6ft tO SWW ming ft islope Indefinbly
to stop grsd". ng to 9 In"it"nurlmiing
INTERCEPTOR TRENCH SECTION
N. T. S.
10" 6" MIN.
1. EXTRUDED CEMENT CONCRETE CURB SHALL BE BONDED
TO THE PA VEMENT NTH TACK COA T OR SLURRY
MIXTURE ADHESIVE
2. JOINTS IN EXTRUDED CEMENT CONCRETE CURB SHALL
BE CUT VERTICALLY AT 10 FOOT INTERVALS TO A
MINIMUM DEPTH OF 5 INCHES. SAWED CUTS SHALL BE
1/8 INCH MINIMUM WIDTH.
T2x/ T TTT TT ____- - __ __
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Renton
Commercial
6-25-14 Kirkland, WA
98034 4 REVISIONS
PER CITY COMMENTS KAL 5-04-15 KAL : 1 =10 Hor zro : w /s CITY 0 3 REVISIONS
PER CITY COMMENTS KAL 1-29-15 KAL K- 6o S. W. Sunset Blvd. F°°°°"` Tel (425)
821-5938 Fax (425) 821-5739 2 REVISIONS
PER CITY COMMENTS KAL 11-12-14 KAL DPAW: - _ RENTON
PAW -1 1 REVISIONS
PER CITY COMMENTS KAL 9-5-14 KAL CHECK KAL °NE
INW
DATU M Renton, WA
98055 AT FtXt
WALE I Plan ning/Building/Public Works Dept. IF NOT
ONE WCH CopyrightcU 2000
Litchfield Engineering, Inc. All rights reserved. 140. REVISION BY DATE APPR Z Y SITE..,"D
STORM DRAINAGE DETAILS SHEET: oF: 5 7
R- 383
705
IN
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SW 7TH STAND SENECA AVE S E.
ELEV. = 22.31 FEET
T "Z -V "A T TI
EXISTING FEA TURES
FOUND MONUMENT
AS DESCRIBED
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t LUMINAIRE
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Q SANITARY SEWER MANHOLE
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RENTON COMMERCIAL
18.5aa
LITCHFIELD ENGINEERING 6 UPDATED SURVEY INFORMATION KAL 7-14-15 KAL
5 REVISIONS PER CITY COMMENTS ML 5-04-15 KAL Sum JHS1284081STAVENUENE4REVISIONSPERCITYCOMMENTSKAL3-13-15 KAL
Kirkland, WA 98034 °ESMI KAL3REVISIONSPERCITYCOMMENTSKAL1-29-15 KAL
Tel 1425) 821-5038 Fax (425) 821-5739
2 REVISIONS PER CITY COMMENTS KAL 11-12-14 KAL KAL
1 REVISIONS PER CITY COMMENTS KAL 9-5-14 KAL c"ECI(M.
KAL
Copyright Q 2000 Litchfield Engineering, Inc. All rights reserved. NO. REVISION BY DATE APPR A mmm
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6-25-14
60 S. W. Sunset Blvd. FIEL°'°°W
Renton, WA 98455
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SANITARY S.E71WER NOTES AND SPECIFICATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WTH THE STANDARDS
AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND
THE LATEST EDITION OF THE WSDOTIAPWA STANDARDS AND
SPECIFICA 77ONS.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD
SPECIFICA 77ONS FOR MUNICIPAL PUBLIC WORKS CONS TRUCTION"
PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS
ASSOCIA770N, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD
SPECIFICA 77ONS.
3. ALL LOCA77ONS OF EXISTING UTILITIES SHOWV ARE APPROXIMATE AND IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND
CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
4. A PRE— CONS TRUC77ON CONFERENCE AND A 24 HOUR NOTICE SHALL BE
REQUIRED PRIOR TO STARTING NEW CONS7RUCTION. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS
PRIOR TO STARTING CONSTRUCTION (INSPECTION KILL BE ACCOMPLISHED
BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO N077FY 7HE PUBLIC WORKS INSPECTOR
24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCT70N.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS, AND
SEQUENCES OF CONSTRUCTION AND FOR 7HE SAFETY OF WORKERS AND
OTHERS ON THE CONSTRUC77ON SITE.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN
STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY
CONSTRUCTION.
7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT
SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
WHENEVER CONSTRUC77ON IS IN PROGRESS.
9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN
AS—BUILT DRAWNG OF THE SANITARY SEWER & WATER SYSTEM, WHICH
HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL
ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
Call 2 Working Days Before You Dig
811
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ALL teC W 5-0XV5 114STALLE-C 4 CONCort-ITE OR PAYZED
Ic 14, A, y S SAA -11., FiX CAST-Wsah EOUAL TO C-YNRIC
S _EXPANSIONMwlkroNUSTBE161ETAL E '2" 'Alt,_i1ew -T, Bk"ri-,
OF %4FT:1_R -0-ox::
1 U"AND 2"WATER SERVICE LOCATED
SM. f%" - 320.2
B I 1C 'W l R KS
D [ P A R VA, UN `7 IN PLANTING STRIP
V'
11`,
ARCUI 2,001C,
10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN
LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH
OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF
MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE
PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE
7RENCH. MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE
THE SAME AS DESCRIBED.
11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING
TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND
MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE
NEATLINE CUT WITH SAW IN A CONTINUOUS LINE A TEMPORARY MIX
PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION.
A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND
SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
12. DATUM SHALL BE CITY OF RENTON, 1988 NAVD UNLESS OTHERWISE
SHOWN.
13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE
STABILIZED TO THE SATISFACTION OF THE CITY OF RENTON FOR THE
PREVENTION OF ON—SITE EROSION AFTER THE COMPLETION OF
CONSTRUCTION.
14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY
PREPARED FOUNDATION IN ACCORDANCE MTH SECTION 7-13.3 OF THE
CURRENT STATE OF WASHINGTON SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE
TRENCH BOTTOM OF THE TOP OF THE FOUNDATION MATERIAL, AS WELL
AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL. TO
UNIFORM GRADE SO THAT EN77RE LENGTH OF THE PIPE WILL BE
SUPPORTED ON A UNIFORMLY DENSE. UNYIELDING BASE. PIPE BEDDING
SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE
15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER
GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50 UNLESS
OTHERWISE APPROVED BY THE WASTEWATER UTILITY.
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND
MAXIMUM 12 INCHES ABOVE FINISHED GRADE IN PAVED AREA, COVER
MUST SLOPE IN ALL DIRECT70NS TO MATCH PAVING.
LITCHFIELD ENGINEERING
12840 8 1 ST AVENUE NE
Kirkland, WA 98034
Tel (425) 821-5038 Fax (425) 821-5739
Copyright @ 2000 Litchfield Engineering, Inc. All rights reserved.
3 REVISIONS PER CITY COMMENTS
2 REVISIONS PER CITY COMMENTS
1 REVISIONS PER CITY COMMENTS
NO. REVISION
4' FL,mPl, CU0'1,z- 1,R, CLASS 12 MENT ur ED
IS" FR0 4 A'S RJ1PP_1ED
PACIFIC INAM "NORKS DW -PLY C0 INI"".
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PE'TSCTOR tS '--ART OF 17HE CTO R -E ::Hw_-CX VALVE AssomILY,
T0. C_, RE A C -9 - L SENSIOR
JCUN`EO CIN S -EE- nL47E
OVER T-
1-
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2i CIA, I
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tX'MENt JINED, LENVH tO Fll-
0EAD4AV eLOCK REQUIRED
TO eUiLDING
w
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4 TCP PMT VAL'VE SAW S,ZV AS 0JSLE
04, PAIN-EID RED. CHECK VA
FLAW3ED OiOUPJNG AD.47EA EMAL TO
RCMACt
ALJ_ (DETECTOP ""HECK VA',LV1' ASSEkt8JES
SI A , SlHi F' HA11, 14CJJXX Si -5 'Wr J 1`0 F CHECK VAL'f AME%j&Y WXUDES Tvrj
VAL*vES ANC MST KS X140 CAP& AND, 4ESLIENT SEATE) S1UT-!YF vALYES,
APPROVEID
ASSEMBLIES DER 0:9 -1 -LS, LAT -3T APPRO,'VED L.ST,
L N
MUCH ;REA,) Pi, 0 SENSOR
U UPREC-42T CChiCRETE, 19'ALLT "141H 2 Sxl HII 4#-S,, MOUNTEC 0-4 SPEEL PLAM
STEE_ Fl, -A' -E bw@4SOW x 7-!D` w "'-G' e 9.0Q0H 2" Nk411VIER _H
AOLE I% 00%`ER, UTILIT" `,iAlULT C:a, 5"77 -LA OR ECAJAL, GALVAN: ZEC
IT
48"
VIM WWI
r
Jyp)
A
r_0H#x,'R_z_'7E W`PPORT
PADS OR, Al),
PIIE 9J--PCRTS.
ELE'VATION
6' WIN, 01RIAl"IN tc,
NLa1_711_,L DAYLIGHT OR STOW
INS"AL- GAL*,,A%J.1Z'E,,`J LA!Dv'Z4 FOP. ACCES&
DRAIN SYVEW
AFTFIR FIE__` 14S-ALILATCN, 'WAIIN AVD. 0,Y-PAS5 %\—COMPACTED Faj'DATJOK
DC'VA MUS- BE TMSTEM SAT1F.4CT0;RJL'*,' 9'' A C'E'_-. Cf ORAVEL
HEALTH CERVIE; 9,ACKF-N, ASSEMBLY 1STER, TE -ST
RE4COT `T D ;'E SL,,F3fAirT_--rj TO 01re -:r- REfT;14 WATEF
JTJTY Et+51NEER,0+5 DEP-,
PI, PRIOR ACn"iATION 1F INE, IIINSr, - -4
TEST C.0,2`KS `M -H 9 -A -AE O'Aps,,
PLTBUC WORKS 4" ODCV ASSEMBLY WITHOUT
DEPARTMENT STANDPIPE OUTSIDE INSTALLATION
MARCH 2010
45' BEND
90" BEND
THRUST BLOCK BEARINO ARIE-A IN SOUAK 4:EET (SM INVTS) FOR HORIZONTAL AND DOWNWARD WMAL BOOS
SoIL RRN SILT OR
FIRM SILTY SAND 0OWACT S" OOMPACT' SANO & GotAVEL
4Y SEND 11 1/4' 96 -- ------ 4!r 904 454 BEND
FITTINO WND TFX CAP OR PLUG 22 1/2' UND TM CAP OR PLUG Z 1/2' MNO 7M CAP OR PLUG 22 1/2'
REND BEND VEND
14 _F7_ _76-
T.0 1.6 10
1511114- 4.7 11 313 1.4
23.3 16,7 15.7 6.7 111 7 i L4 11.4 3.4 L8 1 8.3 2.5
12- 53.0 1 =1.5 15.0 1 2L5 11&3 1 I&S 1 7.6 12&0 114.0 14,13 RA
AREAS CALCULATED ON 300 PSI TEST PWSSURE, V-0* WN. WWR FOR WATERMAIN UESS 7HAN 12'.
4!-0" MIN, COVER OR WATUNAIN 12m OR OWATER.
CHECKM.
KAL
MAX. HEJOH7 OF THRUST BLOCK (FT) 0,5 x DEPTH OF TREM04
MIN, HEIGH7 OF THRUST BLOCK FT) 0& PIPE + LO'
KAI
Mail A W_
kEA NOW 'TO'
kiz Of SLOW M
IN SWARt nwT
N!Qma;
1. LOCATION AMD SZE OF OUX30110 FOR PIPE LARW THAN 12'DIAMETER AND FOR SOIL rYPES
DIFFERENT THAN SHOM SHALL BE DEM11MME11) BY THE SNOWEER.
2, ALL BLOCKING SHALL BE POURED IN PLACE AGAIINS7 UkDtSTIURIBW NATIVE GROUND.
3, ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER WN. I DAY. PtWSSURE. TESTING
SHALL OCCUR AF7ER 0ONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH.
4, ALL 8LOMNO 'SHALL M CONCRET11 CL 5
5. BLOCKANO AGAiNST FITTINGS SHALL SEAR AGAWST THE GREATE57 FITTING SURFACE AREA
POSSIBLE, BUT SHALL NOT CO" OR ENCLOSE KU DOS. JOW BOLTS OR GLANDS
REASONABLE AOCESS TO BMTS AND QLANDS IIIHALL BE PROVIDED.
CONCRETE BLOCKING FOR
HORIZONTAL AND DOVVNWARD
VERTICAL BENDS
1 " =10'
ONE INCH
AT FUILL SOME
IF NOT ONE IINCH
SCALE ACCORDW44LY
VERTICAL- NAM ION
HORMITAL- NAD 1983/1991
DATU M
MD. PLAN - W0.9
MARCH 2010
PROPERTY LINE
FUTURE
8" BUILDING SEWER PIPE BUILDING SEWER
4" STUD MARKING POST PAINTM
TEE WTH 6*
4
SIDE OUTLET 6*X6`,Xr WYE WHITE Wj1H 'THE WORD *SE%ER` STENCLED
1JRFACE CLE-ANOUT WITH
CAST IRON RINO 00VER IN Y" W10H BLACK LETTERS AND #0 VARE
ST JORDAN IRCIN VMXS
MAPPED AROUND THE STUD AN0
975 '00 APPIROVM EQUAL,
EXTENDED TO THE TOP OF THE STUD.
SPEOFY *SEAE ON LID.
SEE 117D. PLAN 403.1 FOR
A" SOL SEW AND NJILMrA Km INSTAL-AlION)
ACCEPTABLE PROCEDURES FOR S40E SEVER CONNECTfONS 70 MAIN
UMSE ARE AS F-OLII-OW&
Fin
A. 14TRIFIED CLAY MAIN - 'CUT IN A NEW SEC11ION OF SEVWR M.&AN 'WTH z
A NEW 1t9 USING FLtABLE 00LIPLINOS as Z rn
FEANOO CR APPROAD EOUAL).
CD8 CCINCRETE 4NN - OUT IN A NEW SECTION OF SEVfiR *01IN VATH m
A NEW, TEE USINO FLEXRE =PUMOS !T(
IFERNIC0 OR APPR)O W EQUAL). -7
C, PVC MAIN - CORE -DRILLED WITH A ROMA4 SAODLE OR APPROVED
mEQUAL) OR CUT IN A NEW TEE USING RJOID COUPUNGS Cn
0
0. DUCRILE IRON MAIIN - CORE-DMLED WITH A IROMAC SAOME (OR >
APPROVED EQUAL)
E, MANHOLE ONNECTiON - ALL CONNECTIONS TO MANHMS SHALL BE
AT MANUFACTURED KNOCK-WTS OR THE
STRUCTURE SKALL BE CORE-DRILLEDA
e110 ALLOWABLE MAX.,
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE,
1 3: 5 MIX
OONCRE7E
SLOCKING7.
60.
2 Y4, _m I.N SLOPE
SEWER MAIN
U,QTEi
UNLESS OTHERWSE SHOW4 ON PLAN, SIDE SEVER SHALL HAVE
A MINIMUM 15' COVS AT PROPERTY LINE OR 3-5' LOnR
THAN THE LOWEST HOUSE ELEVA71 o MICHE)0 IS LOWER,
STANORMID SIDS IN111MIIIIIIIIIIIIIII111t lop
PUB11C W01tKS 11111141TALLATION
DEPAMENT 48MMIt MAIN TO PROVER11rY LIP=)
CITY OF
RENTON
Planning/Building/Public Works Dept.
m
CrrY OF m0ffON
APPROVED BY:
w
DA7E.-
A 7E. - APPROVED
P,
APPROVED BY: DA 7E. -
APPROVED BY: DA 7E. -
DATE.
Renton Commercial 6-25-14
60 S. wrr e Sunset -Blvd. FELDBOOK:
Pw_1
Renton, WA 98055 DRAIIIIIIIIING NO.
WA TER & S WER DE TA IL S & NO TES vmr., 7 0` 7
383-70 -7
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CD
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SURVEYM:
JHS
DESIGNM.
KALKAL5-04-15 KAL
KAL 11-12-14 KAL
DRAW: "
L
KAL 9-5-14 KAL CHECKM.
KAL
BY DATE APPR
KAI
CONCRETE BLOCKING FOR
HORIZONTAL AND DOVVNWARD
VERTICAL BENDS
1 " =10'
ONE INCH
AT FUILL SOME
IF NOT ONE IINCH
SCALE ACCORDW44LY
VERTICAL- NAM ION
HORMITAL- NAD 1983/1991
DATU M
MD. PLAN - W0.9
MARCH 2010
PROPERTY LINE
FUTURE
8" BUILDING SEWER PIPE BUILDING SEWER
4" STUD MARKING POST PAINTM
TEE WTH 6*
4
SIDE OUTLET 6*X6`,Xr WYE WHITE Wj1H 'THE WORD *SE%ER` STENCLED
1JRFACE CLE-ANOUT WITH
CAST IRON RINO 00VER IN Y" W10H BLACK LETTERS AND #0 VARE
ST JORDAN IRCIN VMXS
MAPPED AROUND THE STUD AN0
975 '00 APPIROVM EQUAL,
EXTENDED TO THE TOP OF THE STUD.
SPEOFY *SEAE ON LID.
SEE 117D. PLAN 403.1 FOR
A" SOL SEW AND NJILMrA Km INSTAL-AlION)
ACCEPTABLE PROCEDURES FOR S40E SEVER CONNECTfONS 70 MAIN
UMSE ARE AS F-OLII-OW&
Fin
A. 14TRIFIED CLAY MAIN - 'CUT IN A NEW SEC11ION OF SEVWR M.&AN 'WTH z
A NEW 1t9 USING FLtABLE 00LIPLINOS as Z rn
FEANOO CR APPROAD EOUAL).
CD8 CCINCRETE 4NN - OUT IN A NEW SECTION OF SEVfiR *01IN VATH m
A NEW, TEE USINO FLEXRE =PUMOS !T(
IFERNIC0 OR APPR)O W EQUAL). -7
C, PVC MAIN - CORE -DRILLED WITH A ROMA4 SAODLE OR APPROVED
mEQUAL) OR CUT IN A NEW TEE USING RJOID COUPUNGS Cn
0
0. DUCRILE IRON MAIIN - CORE-DMLED WITH A IROMAC SAOME (OR >
APPROVED EQUAL)
E, MANHOLE ONNECTiON - ALL CONNECTIONS TO MANHMS SHALL BE
AT MANUFACTURED KNOCK-WTS OR THE
STRUCTURE SKALL BE CORE-DRILLEDA
e110 ALLOWABLE MAX.,
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE,
1 3: 5 MIX
OONCRE7E
SLOCKING7.
60.
2 Y4, _m I.N SLOPE
SEWER MAIN
U,QTEi
UNLESS OTHERWSE SHOW4 ON PLAN, SIDE SEVER SHALL HAVE
A MINIMUM 15' COVS AT PROPERTY LINE OR 3-5' LOnR
THAN THE LOWEST HOUSE ELEVA71 o MICHE)0 IS LOWER,
STANORMID SIDS IN111MIIIIIIIIIIIIIII111t lop
PUB11C W01tKS 11111141TALLATION
DEPAMENT 48MMIt MAIN TO PROVER11rY LIP=)
CITY OF
RENTON
Planning/Building/Public Works Dept.
m
CrrY OF m0ffON
APPROVED BY:
w
DA7E.-
A 7E. - APPROVED
P,
APPROVED BY: DA 7E. -
APPROVED BY: DA 7E. -
DATE.
Renton Commercial 6-25-14
60 S. wrr e Sunset -Blvd. FELDBOOK:
Pw_1
Renton, WA 98055 DRAIIIIIIIIING NO.
WA TER & S WER DE TA IL S & NO TES vmr., 7 0` 7
383-70 -7
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CD
CD