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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 �
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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
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FOUND GARNER
OF
TANGENCY,- THENCE NORTH 19'42'20" EAST A DISTANCE OF 2619 FEET TO A POINT OF :Y
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REVISIONS PER CITY COMMENTS
AS DESCRIBED
CURVE; THENCE ALONG SAID CURVE TO THE RIGHT Wl TN A RADIUS OF 42.37 FEET A
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SET AS DESCRIBED
DISTANCE OF 41.20 FEET TO A POINT OF TANGENCY SAID POINT
ID BEING OF INE NOR l NERL Y
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LINE OF SAID PARCEL B ; THENCE NORTH 75447" EAST ALONG SAID NORTHERLY UNE A
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DISTANCE OF 167.30 FEET TO INE 1RUE POINT OF BEGINNING ---
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LIGHT PACE W/CHAIN_.-
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CITY OF RENTON N0. 1898 FND
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SUBJECT TO CONDI T10NS, RESTRICTION AND EASEMENTS OF RECORD. `�
CONC. MON /N CASE W/1-1/2'"'�
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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
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7-14-15
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5
REVISIONS PER CITY COMMENTS
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5-04-15
3-13-15
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REVISIONS PER CITY COMMENTS
3
REVISIONS PER CITY COMMENTS
REVISIONS PER CITY COMMENTS
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1-29-15
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11-12-14
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REVISIONS PER CITY COMMENTS
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9-5-14
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BY
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VERTICAL Novo
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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
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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 BY )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
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Q- 38-3-701 1 1 1 1 1 1
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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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LITCHFIELD ENGINEERING
12840 81ST AVENUE NE
Kirkland, WA 98034
Tel (425) 821-5038 Fax (425 821-5739
Copyright Q 2000 Litchfield Engineering, 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
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7-14-15
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5-04-15
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SURVEYO:
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3-13-15
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1-29-15
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11-12-14
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9-5-14
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APPROVED BY DA TE.-
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1 »=10, � NAD „� ,>a, Al C1 TY OF
� 60 S. W. Sunset Blvd. Fl
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_ RENTON
DATUM Renton, WA 98055 W.
AT FULL SOME Planning/Building/Public Works Dept.
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2-L STANDARD STRIEWTH FABRIC REQUIRES WIDE I4II+0I TO ITN E 7HE #TRL&#GTH OF THE FENCE. MAE 0XXIII OR CLOWR POST
SPACING MAY 111E R,EQU0*13 FOR exrM #TRamm FA OC IF FMC) PgNOWW CE A(MVIIANTIS A WRCM>BER FENCE.
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PA R OT14M PAVIED AREAS WITHIN 1,,WO FEET OF SITE.
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1.
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 NECESSARY
RY
C
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
1
x
E
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:
KAL
3
REVISIONS PER CITY COMMENTS
KAL
1-26-15
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
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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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Call 2 Working Days Before You Dig
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Utilities Underground Location Center
(lD0MT0NDo0R0WA)
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t, , LITCHFIELD ENGINEERING
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'IONA % �,,N5 N -- 11
11,
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.
KAL
3
.
REVISIONS PER CITY COMMENTS
KAL
1-29-15
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.
I
I
,
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,
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,
,
11 PUBLIC RIGHT-OF-WAY SHALL BE REPAIRED AS REQUIRED
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"t, i-551 TRENCH RESTORATION & OVERLAY STANDARDS
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I e -r, 5. 774E CONTRACTOR SHALL N07IFY THE FIRE DEPARTMENT
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, ,
, F DISPATCHER TWENTY-FOUR (24) HOURS IN ADVANCE OF
;, -;
,
,
,
, ,,,,
I c-,� ALL WATER SERWCE INTERRUPTIONS, HYDRANT SHUTOFFS.
� ry
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1 ul CONTRACTOR SHALL ALSO N07IFY 714E DISPATCHER OF ALL
Q
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� W 6. ALL LOCA77ONS OF EXIS77NG U71LI71ES SHOWN HEREON HAVE
,
1. H BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM
,
� -
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,
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I - AVAILABLE RECORDS AND SHOULD THEREFORE BE
,
I �;��,
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I r CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY
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,
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� ,C)
�
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9 0 FURTHER DISCO VER
i - ALL U71LITY LOCATION SHOWV AND T
j 11 ;�
� ,�",., AND AVOID ANY 07HER U71LI71ES NOT SHOWN HEREON
"o
,
,
,
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*' fi-
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, .-
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". 7. THE CONTRACTOR SHALL LOCATE AND PR07ECT ALL
L-- 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
APPROVED BY.- CV1--`- If DA7E.- 1"(4541
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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 NEEDED
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2014 STANDARD AC71ONS TO PR07ECT 7HE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO
SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUC770N PREPARED BY PROTECT PROPERTY IN CONNECTION WrTH THE PERFORMANCE OF WORK COVERED BY
WSDOT AND 7HE AMERICAN PUBLIC WORKS ASSOCIA7101V (APWA), AS AMENDED BY THE CONTRACT. ANY WORK WITHIN THE IRAWE7ED RIGHT OF WAY THAT MAY
THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. 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 NOTES
AND BUILDING CONSTRUCTION, 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 THE
PASSED. APPROVED DRAINAGE CONTROL PLAN IN 711E APPROVED BUILDING PERMIT PLAN SET. WHICH
6 ALL RE7EN710N/OETEN710N FACILITIES MUST BE INSTALLED AND IN OPERA77ON PRIOR IS ON FILE W714 THE CITY OF RENTON. ANY DEWA7101V FROM 7HE APPROVED PLANS WILL
TO OR IN COINJINC71ON WITH ALL CONSTRUCTION AC71W7Y UNLESS OTHERWISE REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON AND THE OWNER'S
APPROVED BY 7HE PUBLIC WORKS DEPARTUENT, SURFACE WATER U71UTY SEC710N. REPRESENTA71VE
OIN Z GRASS SLED MAY BE APPLIED BY HYDROSEEDING THE GRASS SEED MIXTURE, 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 SITE
LANDSCAPE ARCHITECT AND APPROVED BY 7HE PUBLIC WORKS DEPARTMENT, WHENEVER CONSTRUC710N IS IN PROGRESS
L SURFACE WATER U71UTY SECTION.
8. ALL PIPE AND APPURTENANCES SHALL BE LAID AN A PROPERLY PREPARED J. ALL REQUIRED STORM WATER FACILITIES MUST BE CONSTRUCTED AND IN OPERA 7101V
FOUNDA7101V IN ACCORDANCE WITH SEC 7101V 7-02.3(1) OF THE CURRENT STATE OF PRIOR TO CONSTRUC710N OF IMPERVIOUS SURFACING UNLESS OTHERWISE APPROVED BY
WASHINGTON STANDARD SPEanCA710N FAR ROAD AND BRIDGE CONSTRUCTION, 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 STORM
BEDDING MA TERIAL 70 UNIFORM GRADE SO THAT THE ETV TIRE LENGTH OF THE PIPE SYSTEM AT A CATCH BASIN UNLESS 07HERW ISE NOTED.
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 PROWDE
BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL NO FENER THAN TWO PER STRUCTURE. COORDINATE LOCATION WITH THE ONNER'S
FILL AND 90% OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 ARCHITECT AND ENGINEER. CONTRACTOR SHALL DOCUMENT AS -BUILT LOCATION OF
INCHES OVER AND UNDER PVC PIPE. INSTALLED GLEANOUIS ON CONTRACTOR'S AS -GUILTS MAINTAIN AS -GUILTS AS WfORK
9. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FT OF INE SPRING LINE OF ANY PROGRESS
S701RM DRAINAGE PIPE, 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 DOWNSPOUT
11.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 ADMINISTRATORALLOWED 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 RENTON
FOLLOWNG SPECIFICA71016 4-8 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 DOWNSPOUT
STORM DRAINAGE SYSTEM, 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 CATCH
COMPLE710N BASINS, 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 � Geld.
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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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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:
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T "Z -V "A T TI
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CITY OF RENTON NO. 1140
PK NAIL NEXT TO MONUMENT CASE LOCATED AT THE INTERSECTION OF
SHA TTUCK AVE S, AND S 3RD ST.
N178, 048.634
E1,299,195.520
CITY OF RENTON NO. 1898
TOP OF CONCRETE MONUMENT IN CASE WITH DOMED CAP AND PUNCH
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Section 18, Township 23 N, Range 5 E W.M.
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 JHS
12840 81ST AVENUE NE 4 REVISIONS PER CITY COMMENTS KAL 3-13-15 KAL
Kirkland, WA 98034 °ESMI KAL
3 REVISIONS PER CITY COMMENTS KAL 1-29-15 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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5- 383101
d�Y OF RENTON1/
APPROVED BY.• V T�DATE.-
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APPROVED B i
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APPROVED BY.• Z60- kc"„!1 DATE: 7 161
APPROVED BY.• _ yW eO YIIDA TE: �, IdRenton Commercial DAM
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.
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%%Ic 14, A, y S SAA -11., FiX CAST-Wsah EOUAL TO CYNRIC
S _E
X P A NSION Mwlkro NUST BE 161ETAL 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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T0. C�_, RE A C -9 - L � SENSIOR
�JCUN`EO CIN S -EE- nL47E
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i--4," DU0%,E 114% '�-_ASS Z4 14�7�YF� IF
tX'MENt JINED, LENVH tO Fll�
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TO eUiLDING
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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
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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-,
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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
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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
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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).
CD
8� 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
m
EQUAL) 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 nu WER DE TA IL S & NO TES vmr., 7 0` 7
383-70 -7
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SURVEYM:
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DESIGNM.
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5-04-15
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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).
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8� 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
m
EQUAL) 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 nu WER DE TA IL S & NO TES vmr., 7 0` 7
383-70 -7
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