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V I U I IN I I Y IVI/-\r
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THUNDER HILLS SEWER INTERCEPTOR
BURIED UTILITIES IN AREA
CALL BEFORE YOU DIG
1-800-424-5555
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
EXACT SIZE, TYPE, LOCATION OR DEPTH.
REHABILITATION
WWP-27-03921
Stantec
1687 114TH Avenue SE, Suite 100
Bellevue WA 98004 phone: (425)
869-9448 www.stantec.com
CITY OF RENTON
1055 SOUTH GRADY WAY
RENTON, WASHINGTON 98057
JOHN HOBSON
JOE STOWELL
CONTACTPERSONNEL
PROJECT MANAGER
WASTEWATER UTILITY
MANAGER
EMERGENCY
ONE CALL
(425) 430-7279
(425) 430-7212
911
1-800-424-5555
SHEET INDEX
Sheet
Number
Sheet Title
1
COVER SHEET
2
GENERAL NOTES & LEGEND
3
EXISTING SITE PLAN & TREE REMOVAL STA. 1+00 - 8+20
4
EXISTING SITE PLAN & TREE REMOVAL STA. 8+20 - 15+20
5
EXISTING SITE PLAN & TREE REMOVAL STA. 15+20 - 22+20
6
EXISTING SITE PLAN & TREE REMOVAL STA. 22+20 - 29+20
7
EXISTING SITE PLAN & TREE REMOVAL STA. 29+20 - 31+00
8
EROSION CONTROL PLAN STA. 1+00 - 8+20
9
EROSION CONTROL PLAN STA. 8+20 - 15+20
10
EROSION CONTROL PLAN STA. 15+20 - 22+20
11
EROSION CONTROL PLAN STA. 22+20 - 29+20
12
EROSION CONTROL PLAN STA. 29+20 - 31+00
13
HORIZONTAL CONTROL STA 1+00 - 4+60
14
HORIZONTAL CONTROL STA. 4+60 - 8+20
15
HORIZONTAL CONTROL STA. 8+20 - 11+80
16
HORIZONTAL CONTROL STA. 11+80 - 15+20
17
HORIZONTAL CONTROL STA. 15+20 - 18+60
18
HORIZONTAL CONTROL STA. 18+60 - 22+20
19
HORIZONTAL CONTROL STA. 22+20 - 25+60
20
HORIZONTAL CONTROL STA. 25+60 - 29+20
21
HORIZONTAL CONTROL STA. 29+20 - 31+00
22
EX. ACCESS IMPROVEMENTS STA. 1+80 - 4+60
23
EX. ACCESS IMPROVEMENTS STA. 4+60 - 8+20
24
EX. ACCESS IMPROVEMENTS STA. 8+20 - 11+80
25
EX. ACCESS IMPROVEMENTS STA. 11+80 - 15+20
26
EX. ACCESS IMPROVEMENTS STA. 15+20 - 18+60
27
EX. ACCESS IMPROVEMENTS STA. 18+60 - 22+20
28
EX. ACCESS IMPROVEMENTS STA. 22+20 - 25+60
29
EX. ACCESS IMPROVEMENTS STA. 25+60 - 29+20
30
EX. ACCESS IMPROVEMENTS STA. 29+20 - 31+00
31
SEWER PLAN AND PROFILE STA 1+00 - 4+60
32
SEWER PLAN AND PROFILESTA. 4+60 - 8+20
33
SEWER PLAN AND PROFILE STA. 8+20 - 11+80
34
SEWER PLAN AND PROFILE STA. 11+80 - 15+20
35
SEWER PLAN AND PROFILE STA. 15+20 - 18+60
36
SEWER PLAN AND PROFILE STA. 18+60 - 22+20
37
SEWER PLAN AND PROFILE STA. 22+20 - 25+60
38
SEWER PLAN AND PROFILE STA. 25+60 - 29+20
39
SEWER PLAN AND PROFILE STA. 29+20 - 31+00
40
GRAVEL PATH CROSS -SECTIONS STA. 1+00 - 4+50
41
GRAVEL PATH CROSS -SECTIONS STA. 5+00 - 7+50
42
GRAVEL PATH CROSS -SECTIONS STA. 8+00 - 11+00
43
GRAVEL PATH CROSS -SECTIONS STA. 11+50 - 13+00
44
GRAVEL PATH CROSS -SECTIONS STA. 13+50 - 16+00
45
GRAVEL PATH CROSS -SECTIONS STA. 16+50 - 20+00
46
GRAVEL PATH CROSS -SECTIONS STA. 20+20 - 24+50
47
GRAVEL PATH CROSS -SECTIONS STA. 25+00 - 28+50
48
GRAVEL PATH CROSS -SECTIONS STA. 29+00 - 30+50
49
TESC DETAILS
50
TESC DETAILS
51
TESC DETAILS
52
CITY STANDARD DETAILS
53
MISCELLANEOUS DETAILS
54
W1.0 OF 15 - PROJECT OVERVIEW
55
W2.0 OF 15 - PLANTING PLAN & LOG PLACEMENT (1 OF 7)
56
W2.1 OF 15 - PLANTING PLAN & LOG PLACEMENT (2 OF 7)
57
W2.2 OF 15 - PLANTING PLAN & LOG PLACEMENT (3 OF 7)
58
W2.3 OF 15 - PLANTING PLAN & LOG PLACEMENT (4 OF 7)
59
W2.4 OF 15 - PLANTING PLAN & LOG PLACEMENT (5 OF 7)
60
W2.5 OF 15 - PLANTING PLAN & LOG PLACEMENT (6 OF 7)
61
W2.6 OF 15 - PLANTING PLAN & LOG PLACEMENT (7 OF 7)
62
W3.0 OF 15 - PLANT SECHEDULE
63
W3.1 OF 15 - PLANT NOTES & DETAILS
64
W4.0 OF 15 - SITE PREPARATION
65
W5.0 OF 15 - ANCHORED LARGE WOODY DEBRIS PLAN
66
W5.1 - ANCHORED LARGE WOODY DEBRIS NOTES & DETAILS
67
W6.0 - TEMPORARY BYPASS PLAN
68
W7.0 - MITIGATION NOTES
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by information
furnished by the as -built survey on the project. The information
shown on the record drawings that was provided by the City
Utilities Dept. inspector cannot be verified for accuracy or
completeness. The original sealed drawings are on file at the
offices of the City of Renton.
(RECORD DRAWING
S-392101
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LEGEND
EXISTING
PROPOSED
HBF
HUB FOUND
SANITARY SEWER, FLOW DIRECTION
P
POWER BOX
LIGHT POLE
04 SANITARY SEWER MANHOLE
E
UNDERGROUND POWER (PAINTED LOCATION)
FIRE HYDRANT
ASPHALT RESTORATION
V✓v
X
WATER VALVE
W
WATER LINE (PAINTED LOCATION)
TREE TO BE REMOVED
TEL o
TELEPHONE RISER
C
UNDERGROUND COMMUNICATION (PAINTED LOCATION)
T.E.S.0
CB ❑ CATCH BASIN
-D -
STORM DRAIN LINE/ CULVERT
SDI STORM DRAIN INLET
cv
- - CITY OF RENTON SEWER
GAS VALVE
AND ACCESS EASEMENT
GM El
GAS METER
TEMPORARY CONSTRUCTION
G
UNDERGROUND GAS LINE (PAINTED LOCATION)
PERMIT LIMIT
SMH
SEWER MANHOLE
-x x x x- ORANGE CONSTRUCTION FENCING
SCO O
SEWER CLEANOUT
- - - - - - CLEARING LIMITS
-S
SEWER LINE
SILT FENCING
0'-011
SET HUB W/PIPE DEPTH PER LOCATOR
DOUBLE SILT FENCING
52.00
64-76'0
GROUND ELEVATION/POT HOLED UTILITY DEPTH
PROPOSED GRAVITY WALL OR ROCKERY
EDGE OF PAVEMENT
O CATCH BASIN FILTER
WETLAND FLAG LOCATION AT TIME OF SURVEY
••
WETLAND BOUNDARY
STABILIZED CONSTRUCTION ENTRANCE
BREAKLINE - TOP OR BOTTOM OF SLOPE
SURVEY CONTROL POINT
EXISTING ACCESS IMPROVEMENTS
EXISTING THUNDER HILLS
SEWER INTERCEPTOR
EXISTING THUNDER HILLS
SEWER INTERCEPTOR (CIPP)
EXISTING THUNDER HILLS
SEWER INTERCEPTOR
(ABANDON)
PROPOSED LOCATIONS OF
GRAVITY WALL OR ROCKERY
PROPOSED LOCATIONS OF
PARALLEL SEWER PIPE
PROPOSED LOCATION OF
IMPROVED GRAVEL ROAD
;;;;;;;;;;;;;;;;;;;;;;;;;;;
PROPOSED LOCATION OF
IMPROVED PAVED AREAS
WET BFR WETLAND BUFFER BOUNDARY
CONSTRUCTION SEQUENCE
1. ATTEND PRE -CONSTRUCTION MEETING AND PERMIT COMPLIANCE MEETING, AS REQUIRED BY PERMIT.
SURVEY NOTES:
THE SURVEY INFORMATION SHOWN IN THE ATTACHED PLAN HAS BEEN PROVIDED BY STANTEC.
SEE: HORIZONTAL CONTROL SHEETS
HORIZONTAL CONTROL DATUM:
NAD83/91 PER VALUES PUBLISHED FOR CITY OF RENTON CONTROL POINTS 1063 AND 476, CITY OF RENTON SURVEY CONTROL.
BENCHMARKS AND VERTICAL CONTROL DATUM:
1. CITY OF RENTON CONTROL POINT 2193: TOP OF BRASS DISK IN CONCRETE MONUMENT AT THE INTERSECTION OF S 18TH ST. AND GRANT AVE S.
ELEV = 317.58 (NAVD'88)
2. CITY OF RENTON CONTROL POINT 1063: TOP OF PUNCH IN BRASS PIN IN CONCRETE MONUMENT IN CASE AT THE INTERSECTION OF S 18TH ST. AND EAGLE RIDGE DRIVE.
ELEV = 261.22 (NAVD'88)
SURVEY CONTROL
PT
NORTHING
EASTING
ELEV
DESCRIPTION
10000
172586.2255
1302738.9296
310.19
SURVEY SPIKE IN EAST WALK-10FT NW OF POWER VAULT-85'SOUTH OF DRIVE #1626
10001
172295.6550
1302573.3620
317.59
PUNCH IN 3�4' PLUG IN CONCRETE MONUMENT IN CASE @ INTERSECTION S18TH ST / GRANT AVE S
10002
172461.8279
1302632.1910
314.10
MAG / FLAG @ BACK OF WEST WALK-150'+/- NORTH OF INTERSECTION S 18TH ST / GRANT AVE S
10004
172728,8543
1302411.5284
265.82
60D NAIL @ WEST EDGE OF TRAIL -MID-POINT OF CURVE -40FT NW OF 36"COTTONWOOD
10005
172805.2029
1302347.1873
259.23
60D NAIL @ WEST EDGE OF TRAIL @ SOUTH END OF ROCKERY @ EAST EDGE OF STREAM
10006
172936.7576
1302277.7484
246.10
CENTER OF GRATE SCREW (PAINTED) -9FT WEST OF EAST END OF FOOT BRIDGE OVER STREAM
10007
173129.4056
1302183.0947
232.65
60D NAIL @ CENTER OF FOOT BRIDGE OVER STREAM -6FT WEST OF EAST END OF BRIDGE
10008
173248.7734
1302173.5206
225.50
60D NAIL @ EDGE OF TRAIL @ P.C. OF TRAIL -120FT N'LY OF POINT # 10007
10009
173341.6439
1302087.0197
213.75
60D NAIL @ WEST EDGE OF TRAIL -MID-POINT OF CURVE -127FT N'LY OF POINT #10008
10011
173544.9145
1302001.5606
200.98
60D NAIL @ WEST EDGE OF TRAIL -55FT SOUTH OF FOOTBRIDGE/TRAIL THAT IS AT THE SOUTH EDGE OF
UTILITY EASEMENT
10012
173669.8858
1302008.8299
201.99
60D NAIL @ EAST EDGE OF TRAIL - @ APPROX. MID -POINT OF UTILITY EASEMENT
10013
173847.4196
1301973.6768
185.02
60D NAIL @ EAST EDGE OF TRAIL -25FT SOUTH OF SEWER VALVE
10014
173957.7680
1301894.2182
179.49
60D NAIL @ EAST EDGE OF ACCESS ROAD -6FT NORTH OF ASPHALT PARKING FOR APARTMENTS
10015
174119.8923
1301786.3041
166.46
60D NAIL @ WEST EDGE OF ACCESS ROAD -35FT NORTH OF GATE
10016
174278,7737
1301711,0942
155.59
60D NAIL @ WEST EDGE OF ACCESS ROAD -176FT NORTH OF POINT #10015
10025
174413,8703
1301696.5503
150.81
60D NAIL/FEATHER - @ TOP OF BANK - NW CORNER OF GRAVEL ACCESS ROAD
10026
174525,8748
1301617,9919
132.19
60D NAIL/FEATHER @ SOUTH EDGE OF TRAIL -20FT WEST OF SLIDE AREA
10027
174644.7928
1301581.7239
109.65
60D NAIL FEATHER @ NORTH EDGE OF TRAIL -36FT WEST OF POINT #10026 -19FT NW OF REBAR/CAP @
SOUTH EDGE OF TRAIL @ ROCKERY BOTTOM
10028
174747,1798
1301551,7095
93.99
60D NAIL/FEATHER @ NORTH EDGE OF TRAIL -108FT WEST OF POINT #10027
10029
174842.7369
1301488.0672
81.78
60DNAIL/FEATHER @ NORTH EDGE OF TRAIL -115FT WEST OF POINT # 10028 -5FT SE OF 12"MAPLE TREE
2. OBTAIN NOTICE TO PROCEED FROM CITY AND ALL REQUIRED PERMITS BEYOND THOSE PROVIDED BY CITY (SEE SPECIFICATIONS) PRIOR TO COMMENCING
WORK.
3. COORDINATE WITH CITY / ENGINEER FOR CONSTRUCTION STAKING. STAKING TO BE PROVIDED BY CONTRACTOR.
4. INSTALL PERIMETER PROTECTION, TEMPORARY EROSION AND SEDIMENT CONTROLS, AND BMPS.
5. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY STANDARDS AND THESE PLANS AND SPECIFICATIONS THROUGHOUT THE PROJECT.
6. CLEAR, ROUGH GRADE, AND INSTALL PROPOSED WALLS ONSITE
7. PROVIDE SEQUENCING PLAN AND SEWAGE BYPASS PUMPING PLAN FOR REVIEW AND ACCEPTANCE BY CITY PRIOR TO PERFORMING INTERCEPTOR
IMPROVEMENTS.
8. PERFORM BYPASS PUMPING, INSTALL OPEN -CUT SEWER AND INSTALL CIPP.
9. INSTALL GRAVEL ROAD.
10. PERFORM LEAKAGE TESTING AND TELEVISION INSPECTION OF NEW SANITARY SEWER MAIN, AND CIPP MAIN.
11. OBTAIN CITY APPROVAL BEFORE TRANSFERRING SEWAGE TO NEW SANITARY SEWER MAIN, AND CIPP MAIN. CONNECT TO EXISTING SANITARY SEWER SYSTEM.
12. ABANDON EXISTING SANITARY SEWER FACILITIES AS SHOWN ON PLANS.
13. PERFORM FINAL GRADING/PAVING AND SURFACE RESTORATION.
14. AFTER ALL DANGER OF EROSION HAS PASSED AND AFTER APPROVAL BY CITY. COORDINATE REMOVAL OR TRANSFER OF TEMPORARY BMPS WITH FOLLOW-UP
CONSTRUCTION PROJECTS.
15. CONTRACTOR TO PROVIDE FIELD MARK-UP OF PLANS AS CONSTRUCTED.
NOTE: THIS IS A POSSIBLE SEQUENCE OF CONSTRUCTION ACTIVITIES. FINAL SEQUENCE SHALL BE DEVELOPED BY CONTRACTOR AND SUBJECT TO REVIEW BY
OWNER.
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
SCALE
20 0 20 40
(FEET)
1 INCH = 20 FT
S-392102
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
RECORD DRAWING
APPFIOM BY
DAIS
NW 20-23-05
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Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
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PUGET SOUND
ENERGY
9050
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TOP OF 12" CONIC .v y y�
PIPE STREAM D
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PUGET SOUND
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PUGET SOUND
1-405 WSDOT LIMITED 9005 \ ENERGY
TOP OF ROCKS IN
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3' CHANNEL SCOURED
_ TO VW FLOWOF
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PUGET SOUND
ENERGY
9070 ROCKERY
65
90!-
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WETLAND F
THUNDER HILLS CREEK
WOODCLIFFE APTS.
9112
TOP OF ROCKS
AT DROP
WETLAND
BOUNDARY
(TYP) EDGE OF
FLOWING WATER
EDGE OF EX
IE 12 DI SE- 96.93
INLET NOT LOCATED
/
SDMH LID
RIM= 152.17
CENTER OF 7' 0
STRUCTURE
EXPOSED TOP OF
STRUCTURE
- M0070
GABION WALL
aw
g . it
ROCKERY 6'H 2 TIER
• .fir �1"' `��I,ir/"� �1�� ���� � II � A.���� :` � � .� � . � . � _ �.
� Jam. ��j�^�l�r��7i_I4��. •
LROCKERY c
SDI
IE 16"CMP SE= 100.94
INLET NOT LOCATED
I
SCALE
20 0 20 40
( FEET )
1 INCH = 20 FT
o ss " BI EDGE 0 0
ss sS FLOWING WATER
E12
ass
SS—SS�SS �
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_ \ _ s �ss 'Ss—8+00
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160
TOP......
6 / "D�
10"D
R MMH2730
153..00 �� / BERKSHIRE APTS. 9 i
IE NE= 144.4 9113 /
IE SW= 144.5 2"DS
TREE TO BE REMOVED
TREE REMOVAL SCHEDULE
O
12" MAPLE 0
O
14" ALDER Q2
O
24" COTTONWOODQ2
O
12" COTTONWOODQ2
O
10" DECIDUOUSQ2
O
8" DECIDUOUS Q2
O
12" DECIDUOUSQ2
O
10" DECIDUOUSQ2
O
10" DECIDUOUSQ2
_]
NOTE:
0 REFER TO SHEET W5.1, MATERIAL SPECIFICATIONS NOTES
AND TABLE FOR ANCHORING DETAILS. ANCHORED LARGE
WOODY DEBRIS SHALL BE CONSTRUCTED UTILIZING CEDAR
WOOD FROM ONSITE SOURCES WHICH ARE DESIGNATED
FOR REMOVAL.
Q2 ONSI TE TREES LESS THAN 30" DBH WILL BE UTILIZED
AS UNANCHORED LARGE WOODY DEBRIS. PLACEMENT
TO BE DETERMINED BY CITY PROFESSIONAL AT THE
TIME OF RESTORATION.
Q3 ONSI TE TREES 30" DBH OR GREATER WILL BE UTILIZED
TO SUPPORT TERRESTRIAL HABITAT IMMEDIATELY
ADJACENT TO THE CHANNEL. PLACEMENT TO BE
DETERMINED BY CITY PROFESSIONAL AT THE TIME OF
RESTORATION
EXISTING CONTOUR INTERVAL = 1 FOOT
S-392103
KEY MAP
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
RECORD DRAWING
NW 20-23-05
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Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
WETLAND
BOUNDARI
(TYP)
EXPOSED SECTION
SSMH 2734
RIM= 168.20
IE NE= 159.95
IE SW= 160.05
SCALE
20 0 20 40
( FEET )
1 INCH = 20 FT
WOODCLIFFE APTS.
e
WOODCLIFFE APTS.
9112
BERKSHIRE APTS.
REMAINS OF
GABION WALL
EAST FACE OF
APARTMENT
BUILDING
EAST EDGE
REMAINS 8"W
GABION WALL
I'UUL I JUUINU
ENERGY
PUGET SOUND
ENERGY
9012
REMAINS OF 6'W
GABION WALL
w�.
00
�O
TREE TO BE REMOVED
TREE REMOVAL SCHEDULE
10
12" MAPLE Q
11
22" COTTON WOOD Q
12
20" CEDAR 0
13
20" COTTON WOOD Q
14
12" COTTONWOOD Q
NOTE:
10 REFER TO SHEET W5.1, MATERIAL SPECIFICATIONS NOTES
AND TABLE FOR ANCHORING DETAILS. ANCHORED LARGE
WOODY DEBRIS SHALL BE CONSTRUCTED UTILIZING CEDAR
WOOD FROM ONSITE SOURCES WHICH ARE DESIGNATED
FOR REMOVAL.
Q ONSITE TREES LESS THAN 30" DBH WILL BE UTILIZED
AS UNANCHORED LARGE WOODY DEBRIS. PLACEMENT
TO BE DETERMINED BY CITY PROFESSIONAL AT THE
TIME OF RESTORATION.
Q ONSITE TREES 30" DBH OR GREATER WILL BE UTILIZED
TO SUPPORT TERRESTRIAL HABITAT IMMEDIATELY
ADJACENT TO THE CHANNEL. PLACEMENT TO BE
DETERMINED BY CITY PROFESSIONAL AT THE TIME OF
RESTORATION
EXISTING CONTOUR INTERVAL = 1 FOOT
S-392104
KEY MAP
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
RECORD DRAWING
APPROVED BY
DATE
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Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
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F'UUL I SUUNU
ENERGY
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1 25
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SSMH 2706
RIM= 201.05
IE NE= 191.65
IE SW= 19�.45
LV VL VI
FLOWING WATER--.
EXPOSED 12"ADS
0000
EAGLE RIDGE ESTATES
NW 20-23-05
THUNDER HILLS CREEK
-REMAINS OF
GABION WALL
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9012 9116
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SWALE CUT
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BF 3p �� IN FOR RUN OFF
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\�. � •'� // /� / FLOWING WATER � � � EDGE OF
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SSMH 2323
BOUNDARY FOOT BRIDGE 8"DI SUSPENDED FROM
24 �\
SDI \\
IE 12"CONC N= 208.12
INLET NOT LOCATED
EDGE OF
FLOWING WATER
SCALE
20 0 20 40
(FEET)
1 INCH = 20 FT
_2H� E \ �� (TYP) I TOP OF BRIDGE
TOP NE= 228.34
V TOP SW= 231.65
ROCK WEIR
—TOP/BACK EDGE /
REMAINS OF 3.5'W I
GABION WALL
TREE
TO BE REMOVED
TREE
REMOVAL SCHEDULE
15
12"
CEDAR
0
16
16"
CEDAR
0
17
20"
MAPLE
O2
18
18"
MAPLE
O2
�9
18"
MAPLE
O2
20
18"
MAPLE
O2
21
18"
MAPLE
O2
22
12"
MAPLE
O2
23
14"
MAPLE
O2
24
16"
ALDER
O2
25
16"
MAPLE
O2
26
16"
MAPLE
O2
27
18"
MAPLE
O2
28
18"
MAPLE
O2
NOTE:
0
REFER TO SHEET W5.1, MATERIAL SPECIFICATIONS NOTES
AND TABLE FOR ANCHORING DETAILS. ANCHORED LARGE
WOODY DEBRIS SHALL BE CONSTRUCTED UTILIZING CEDAR
WOOD FROM ONSITE SOURCES WHICH ARE DESIGNATED
FOR REMOVAL.
O2 ONSITE TREES LESS THAN 30" DBH WILL BE UTILIZED
AS UNANCHORED LARGE WOODY DEBRIS. PLACEMENT
TO BE DETERMINED BY CITY PROFESSIONAL AT THE
TIME OF RESTORATION.
O3 ONSITE TREES 30" DBH OR GREATER WILL BE UTILIZED
TO SUPPORT TERRESTRIAL HABITAT IMMEDIATELY
ADJACENT TO THE CHANNEL. PLACEMENT TO BE
DETERMINED BY CITY PROFESSIONAL AT THE TIME OF
RESTORATION
EXISTING CONTOUR INTERVAL = 1 FOOT
S-392105
KEY MAP
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
NW 20-23-05/SW 20-23-05
N
ri1
U
w
U
In
W
N
D
I I IUIN ULI\ I IILLJ VI\LLr\
!--
2
35 Crr
\\\\ I I
+
.�\
\ �� �/ L/ ///20"M
CV
SDI
F A"onc Nil- ')AO AO
WETLAND 30��DARY (TYP
JUG
IE 12"ADS SW= 252.71
INLET NOT LOCATED
CHANNEL q
l WETLAND A 4.
W
9114 \
WOODCLIFFE
X TREE TO BE REMOVED
TREE REMOVAL SCHEDULE
29
16" CEDAR Q
30
12" CEDAR Q
31
14" MAPLE 2Q
32
20" COTTON WOOD 2Q
33
16" MAPLE 2Q
34
24" MAPLE 2Q
35
12" ALDER Q
36
20" MAPLE(2)
37
36" COTTONWOOD Q
38
44" COTTONWOOD Q
NOTE:
10 REFER TO SHEET W5.1, MATERIAL SPECIFICATIONS NOTES
AND TABLE FOR ANCHORING DETAILS. ANCHORED LARGE
WOODY DEBRIS SHALL BE CONSTRUCTED UTILIZING CEDAR
WOOD FROM ONSITE SOURCES WHICH ARE DESIGNATED
FOR REMOVAL.
Q2 ONSITE TREES LESS THAN 30" DBH WILL BE UTILIZED
AS UNANCHORED LARGE WOODY DEBRIS. PLACEMENT
TO BE DETERMINED BY CITY PROFESSIONAL AT THE
TIME OF RESTORATION.
Q3 ONSITE TREES 30" DBH OR GREATER WILL BE UTILIZED
TO SUPPORT TERRESTRIAL HABITAT IMMEDIATELY
ADJACENT TO THE CHANNEL. PLACEMENT TO BE
DETERMINED BY CITY PROFESSIONAL AT THE TIME OF
RESTORATION
SSMH 2325
J Jam,,
SSMH 1303
06
`
_ --- 265 - - - +00
\ 80 \ \ \\ ` \ \ SDI /
IF 1 CONC�85,75&37)'\,
00
28
+o
Ku
265
4NR� .
-A6
SDI
�J'(f% \ `IE 12 ONC= 283.23 -
ASS\ ' ��� �f26 �/ /���✓� �2sp—\ E RID_ CHANNEL TOP N EDGE OF
CHA� �,
�_ SSA •_/�� �� �_� //��� —� �/ �� ; CONC STRUCTURE
`26\1�—2/ EDGE OF
�`�EDGE OF
������� FLOWING WATER / �C
'� FLOWING WATER RIM- 281.4
�265_
SDI
THUNDER HILLS CREEK
IE 24"CONC E= 2 2.37
24"CO C -
TOP E= 285.
TOP W= 284.74
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
SCALE
20 0 20 40
( FEET )
1 INCH = 20 FT
r/
CONCRETE
EDGE
4"CW\\
EXISTING CONTOUR INTERVAL = 1 FOOT
S-392106
KEY MAP
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
SW 20-23-05
N
ri1
N
z
0
w
V
w
V
n
W
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
SCALE
20 0 20 40
( FEET )
1 INCH = 20 FT
CB -
RIM= 318.33
IE 24"CONC E= 311.53
IE 8"PVC S= 313.83
IE 36"CONC W= 310.53
6' WOOD FENCE--W
/
`F
So
r 12 C Y00
ec
f
��
_
����}� MP 1.0"MP
P
\
1
------ ------
POWER--
/
ONCRETE
j
---- ----��
WV
PED STAL
EDGE FOG LINE
�
C/___/RIM= 312.42
IE 16"CMP W- 305.42
TT - �
VERTICA CONCRETE CURB WITH 0.9' GUTTER
� � �
\
EDGE RETE
DOUBLE YELLOW BUTTONS
WV
s SS SS . 10"
CONC.I
SS ' ss- SS SS ss
ss Ss ss
sS
0
FOG LINE
FOG LINE
\ 9R NT AVE S /
BID
-- �� VERTICAL CONCRETE - �' CVi
CB CURB WITH 0.9'- - Z 4.5' 8.5' PWR
-GUTTER-
_1\ / RIM= 312.42 /
~ - J
E 16"CMP E= 304.22 � � ��
---IE 36 CONC S= 305.12 \\ ��j ' LAN SCAPEE AREA / I
�E 36"GONG W \�0�. \ / /
2 W WOOD APT
\\\\ SIGN S
\ EX. PRV
5.5'x11' WTR/ d
+ 1 I I \ n� \ \ 31p� ��\ VT
RI \
M= 319.01
IE 8"PVC N= 315.21
CONCRETE
EDGE
VERTICAL CONCRETE
CURB WITH 0.9'
GUTTER
CB
RIM= 318.29 2 GV�
IE 32"CONC E= 310.49 ® 1
® IE 12"CMP S= 312.49 0� 1
WV IE 36"CONC W= 310.49 1
ss
CV
4'x4' PWR
X TREE TO BE REMOVED
TREE REMOVAL SCHEDULE
39 30" FIR Q
NOTE:
10 REFER TO SHEET W5.1, MATERIAL SPECIFICATIONS NOTES
AND TABLE FOR ANCHORING DETAILS. ANCHORED LARGE
WOODY DEBRIS SHALL BE CONSTRUCTED UTILIZING CEDAR
WOOD FROM ONSITE SOURCES WHICH ARE DESIGNATED
FOR REMOVAL.
CB
O2 ONSITE TREES LESS THAN 30" DBH WILL BE UTILIZED
RIM=
318.14
AS UNANCHORED LARGE WOODY DEBRIS. PLACEMENT
IE
12"CONC W=
316.34
TO BE DETERMINED BY CITY PROFESSIONAL AT THE
GB
TIME OF RESTORATION.
RIM= 318.13
IE
IE
32"CONC N=
12"GONG E=
311.33
314.13
Q ONSITE TREES 30" DBH OR GREATER WILL BE UTILIZED
IE
24"CONC S=
311.33 -'
TO SUPPORT TERRESTRIAL HABITAT IMMEDIATELY
ADJACENT TO THE CHANNEL. PLACEMENT TO BE
DETERMINED BY CITY PROFESSIONAL AT THE TIME OF
RESTORATION
CONCRETE
��- EDGE
,STOP BAR
6' CHAIN LINK
\ SSMH 2326 �FENCE
CB /
RIM= 317.18
IE 36"CONC N= 309.38 -
IE 32"CONC E= 309.88 -
IE 32"CONC S= 310.68
V/ SDI
/ / \ IE 12"CONC N= 307.27
N / � _J � j� �=PO Ln � OUTLET NOT LOCATED
O 30+00
- - 30+ 83.82\ /
' ^ SPHAL� I
lJ , u m is u f
n „ V
SWA co
ASPHALT EDGE
CP
FR\ �M IM
/ I
EX ASPHALT EDGE
�EX. CONCRE�E�
WETLAND BOLLARD I �
C BOUNDARY 9114 �& METAL GATE \ I
(TYP) WOODCLIFFE \ \ I
12"CMP \ I
\ I.
TOP N= 287.32 \ I I
TOP S= 288.47 -
SDI l
IE 12"CMP= 286.32 \
I
EXISTING CONTOUR INTERVAL = 1 FOOT
S-392107
KEY MAP
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
NW 20-23-05
N
s
�SS-
SSMH 2309
T.E.S.C. LEGEND:
CITY OF RENTON SEWER
AND ACCESS EASEMENT
TEMPORARY CONSTRUCTION
PERMIT LIMIT
x x x x ORANGE CONSTRUCTION FENCING
— CLEARING LIMITS / PUGET SOUND
SILT FENCING X ENERGY
DOUBLE SILT FENCING 90�0
PROPOSED GRAVITY WALL OR ROCKERY
Q CATCH BASIN FILTER
STABILIZED CONSTRUCTION ENTRANC
T. E.S.C. NOTE:
1. SLOPES GREATER THAN 3:1 REQUIRE SURFACE
ROUGHING, SEE DETAIL 1, SHEET 50,
2. PROVIDE PERMANENT SLOPE STABILIZATION FOR
SLOPES GREATER THAN 2:1, SEE DETAIL 4, SHEET
50,
3. CONTRACTOR SHALL NOT PERFORM ANY WORK BELOW
THE ORDINARY HIGH WATER LINE IN THUNDER CREEK
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
6'H 2 TIER
GABION WALL
SEX ROCKERY/
/
11
=105 1
05
PUGET SOUND
ENERGY
9050
WITH ORANGE ..
CONSTRUCTION FENCING,
DETAIL 1, SHEET 49 (TYP)
-6'H 2 TIER
GABION WEE-
RK 55 I Cl) I / l
RK .ri.ri
—EXISTING ROCKERY_
TO REMAIN -
SDI
IE 16"CMP SE= 100.94
INLET NOT LOCATED
SSMH 310-----
SCALE
20 0 20 40
(FEET)
1 INCH = 20 FT
SSMH2730
RIM= 153.00
IE NE= 144.4
IE SW= 144.5
1—I-405 WSDOT LIMITED
SPACED 3' APART
DETAIL 2, SHEET 49 (TYP)
PUGET SOUND
ENERGY
9005
FLAG WETLAND EDGE W/
SENSITIVE AREA WARNING
TAPE.
W y�
PUGET SOUND
ENERGY �'
ZED co
'ATER co
t�
co
/ LU
I
/ WOODCLIFFE APTS.
SDMH LID
/ PROPOSED CITY OF RENTON 9112 DOUBLE SILT FENCING, RIM= 152.17
SEWER AND ACCESS SPACED 3' APART
DETAIL 2, SHEET 49 (TYP) CENTER OF 7' 0
EASEMENT (TYP) STRUCTURE
TOP OF ROCKS EDGE OF
AT DROP FLOWING WATER EXPOSED TOP OF
TEMPORARY STRUCTURE
EX ROCKERY CONSTRUCTION EDGE OF EX
GRAVEL ROAD
r PERMIT LIMIT (TYP) Q
750�� ���� 155— T
_ 125
_12511
120� —
115. 1
5 CV
120 / �50 ��s ss / ; OF / CID
ss---- ' LUWI G W TER
i
-
/SS SS U)
GRAVEL /
PATH w
x x x— J
`/ /// ��/ '�// � � �\�15 �. J-" / • . �—EXISTING ROCKERY
j��O REMAIN�� _EXISTING CITY OF RENTON-----.... �/ jam• �� (—
CLEARING LIMITS _ ^20' SEWER AND ACCESS �� Q
(TYP) f EASEMENT (TYP) 160
TOP . .
MARK CLEARING LIMITS
WITH ORANGE / /—
CONSTRUCTION FENCING,
DETAIL 1, SHEET 49 (TYP) ���/ BERKSHIRE APTS.
\ 9113 a
S-392108
KEY MAP
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
RECORD DRAWING
DAM
NW 20-23-05
N
z
0
w
U
W
U
n
w
Cn
D
EXPOSED SECTION
OF 12"CMP
TEMPORARY
CONSTRUCTION
PERMIT LIMIT (TYP)
T.E.S.C. LEGEND:
SSMH 2734
RIM= 168.20
IE NE= 159.95
IE SW= 160.05
CITY OF RENTON SEWER
AND ACCESS EASEMENT
TEMPORARY CONSTRUCTION
PERMIT LIMIT
CLEARING LIMITS
x x x x
ORANGE CONSTRUCTION FENCING
(TYP)
— — — — — —CLEARING
LIMITS
SILT FENCING
DOUBLE SILT FENCING
EXPOSED
PROPOSED GRAVITY WALL OR ROCKERY
16"CMP
CENTER OF 5'
O
CATCH BASIN FILTER
0 STRUCTURE
SDMH
RIM= 179.76
STABILIZED CONSTRUCTION ENTRANCE
_'J8'c
i .E.S.C. NOTE:
1. SLOPES GREATER THAN 3:1 REQUIRE SURFACE
70
ROUGHING, SEE DETAIL
1, SHEET 50.
2. PROVIDE PERMANENT
SLOPE STABILIZATION FOR
SLOPES GREATER THAN 2: 1, SEE DETAIL 4, SHEET
/
50.
3. CONTRACTOR SHALL
NOT PERFORM ANY WORK BELOW
THE ORDINARY HIGH
WATER LINE IN THUNDER CREEK
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
SCALE
20 0 20 40
(FEET)
1 INCH = 20 FT
TEMPORARY WOODCLIFFE APTS.
CONSTRUCTION E
PERMIT LIMIT (TYP)
DOUBLE SILT FENCING, DETAIL 2,
FSPACED 3' APART
SHEET 49 (TYP)
CATCH BASIN FILTER
PER DETAIL 4, SHEET 4
(TYP)
LEXISTING CITY OF
RENTON 20'
SEWER AND ACCESS
EASEMENT (TYP)
_—
_�
185
18"MP EDGE OF
FLOWING WAT R
REMAINS OF
GABION WALL
STABILIZED CONSTRUCTION
ENTRANCE PER DETAIL 2, SHEET 51
PREVENT TRACKOUT OF DIRT, DUST, AND
MUD. MECHANICALLY SWEEP (DO NOT WASH
PAVEMENT DAILY, OR MORE FREQUENTLY A
REQUIRED, DURING TRUCKING OPERATIONS.
WITH ORANGE
CONSTRUCTION FENCING,
DETAIL 1, SHEET 49 (TYP)
EAST FACE OF
APARTMENT
BUILDING
I\LIvl -IIJ VI
GABION WALL
'--EAST EDGE OF
9113 BUILDING
RF7RKSHIRE APTS.
DOUBLE SILT FENCING DETAIL 2,
SPACE 3' APART
S SHEET 49 (TYP)
DOUBLE SILT FENCING,
SPACED 3' APART
DETAIL 2, SHEET 49 (TYP)
-""n1\114'0 LIIVII I J
(TYP)
PROPOSED ROCKERY PER
DETAIL 5 & 6, SHEET 53
(TYP)
PUGET SOUND
ENERGY
9012
O
If--:
2
W
00
�o
S-392109
KEY MAP
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
RECORD DRAWING
IMM
T
N
N
Li
Q
Z
UJ
J
Li
z
0
w
U
w
N
U
d
W
N
D
T.E.S.C. LEGEND:
CITY OF RENTON SEWER
AND ACCESS EASEMENT
TEMPORARY CONSTRUCTION
PERMIT LIMIT
x x x x ORANGE CONSTRUCTION FENCING
— — — — — CLEARING LIMITS
SILT FENCING
DOUBLE SILT FENCING
PROPOSED GRAVITY WALL OR ROCKEF
O CATCH BASIN FILTER
STABILIZED CONSTRUCTION ENTRANCE
T.E.S.C. NOTE:
1. SLOPES GREATER THAN 3:1 REQUIRE SURFACE
ROUGHING, SEE DETAIL 1, SHEET 50,
2. PROVIDE PERMANENT SLOPE STABILIZATION FOR
SLOPES GREATER THAN 2:1, SEE DETAIL 4, SHEET
50.
3. CONTRACTOR SHALL NOT PERFORM ANY WORK BELOW
THE ORDINARY HIGH WATER LINE IN THUNDER CREEK
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
___1 20-23-05
PUGET SOUND
ENERGY
STABILILE TURNAROUND
-,DURING CONSTRUCTION.
SEE SLOPE STABILIZATION
F'UUL I SUUINU
ENERGY
FLAG WETLAND EDGE
W/ SENSITIVE AREA
WARNING TAPE.
SCALE
20 0 20 40
( FEET )
1 INCH = 20 FT
\Vli f\ VVLII\
/ \_ TEMPORARY
CONSTRUCTION
/ \ PERMIT LIMIT (TYP)
LAr- U-)LU I L /-\UJ
0000
EAGLE RIDGE ESTATES
TOP OF FALLEN TREE
ACROSS STREAM
FLAG WETLAND EDGE
W/ SENSITIVE AREA
WARNING TAPE.
PROPOSED ROCKERY PER
DETAIL 5 & 6 SHEET 53 (TYP)
REMAINS OF
GABION WALL
Tn RF RFKAIn\/Fn
S-392110
KEY MAP
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
(RECORD DRAWING
APPF0M BY
DATE
T.E.S.C. LEGEND:
NW 20-23-05/SW 20-23-05
N
w
Q
z
L,J
J
L
U
W
U
d
fY
W
(n
CITY OF RENTON SEWER
AND ACCESS EASEMENT
TEMPORARY CONSTRUCTION
PERMIT LIMIT
x x x x ORANGE CONSTRUCTION FENCING
—CLEARING LIMITS
SILT FENCING
DOUBLE SILT FENCING
PROPOSED GRAVITY WALL OR ROCKERY
O CATCH BASIN FILTER
STABILIZED CONSTRUCTION ENTRANCE
T.E.S.C. NOTE:
2
3.
SLOPES GREATER THAN 3:1 REQUIRE SURFACE
ROUGHING, SEE DETAIL 1, SHEET 50.
PROVIDE PERMANENT SLOPE STABILIZATION FOR
SLOPES GREATER THAN 2:1, SEE DETAIL 4, SHEET
50.
CONTRACTOR SHALL NOT PERFORM ANY WORK BELOW
THE ORDINARY HIGH WATER LINE IN THUNDER CREEK
oil
Q
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
II IVIVVLI\ I (ILL-) VI\LLr\
MARK CLEARING LIMITS WITH
ORANGE CONSTRUCTION FENCING,
DETAIL 1, SHEET 49 (TYP)
00n1DnCC'M (`ITV nC' 0CKITnK1
PERMIT LIMIT (TYP)
SCALE
20 0 20 40
(FEET)
1 INCH = 20 FT
PROPOSED CITY OF RENTON
SEWER AND ACCESS EASEMENT
MARK CLEARING LIMITS WITH (TYP)
ORANGE CONSTRUCTION
PERMIT LIMIT (TYP)
PROPOSED ROCKERY PER
DETAIL 5 & 6, SHEET 53
(TYP)
UL I FiIL L, )"LL I -r7 k I I I I
IE 12"ADS SW= 252.71
INLET NOT LOCATED
24"CONC
TOP E= 285.5
TOP W= 284.74
,I II
\CHANNEL �
9114
WOODCLIFFE
S-392111
KEY MAP
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
(RECORD DRAWING
APP1 IV1G! OI
DATE
SW 20-23-05
N
U
W
U
d
w
Cn
T.E.S.C. LEGEND:
CITY OF RENTON SEWER
AND ACCESS EASEMENT
TEMPORARY CONSTRUCTION
PERMIT LIMIT
x x x x ORANGE CONSTRUCTION FENCING
- - - - - CLEARING LIMITS
SILT FENCING
DOUBLE SILT FENCING
PROPOSED GRAVITY WALL OR ROCKERY
O CATCH BASIN FILTER
0= STABILIZED CONSTRUCTION ENTRANCE
T.E.S.C. NOTE:
1. SLOPES GREATER THAN 3:1 REQUIRE SURFACE
ROUGHING, SEE DETAIL 1, SHEET 50.
2. PROVIDE PERMANENT SLOPE STABILIZATION FOR
SLOPES GREATER THAN 2:1, SEE DETAIL 4, SHEET
50.
3. CONTRACTOR SHALL NOT PERFORM ANY WORK BELOW
THE ORDINARY HIGH WATER LINE IN THUNDER CREEK
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
SCALE
20 0 20 40
(FEET)
I INCH = 20 FT
6' WOOD FENCE
/ POWER
ONCRETE
PED STAL EDGE
U) /RIM= 312.42
TT nI� IE 16 CMP W= 305.42
s ss�ssX. 10" CONC. SS ss__�
V) FO LINE
CATCH BASIN FILTER
CB -
RIM= 318.33
IE 24"CONC E= 311.53
IE 8"PVC S= 313.83
IE 36"CONC W= 310.53
FOG LINE /
VERTICAL CONCR TE
CURB WITH 0.9' GUTTER
PER DETAIL 4, SHEET 49 TEMPORARY
- -- --(YP) _ CONSTRUCTION
PERMIT LIMIT (TYP)
00
� S \�OQ
i
P
CONCRETE(
\ �
DOUBLE YELLOW BUTTONS
VERTICAL CONCRETE
CURB WITH 0.9'
GUTTER
o-
P
MARK CLEARING LIMITS WITH
r-' ORANGE CONSTRUCTION FENCING, V G1 �s
_CB DETAIL 1, SHEET 49 (TYP)-' Z 4.5' 8.5' PWR / RIM= 312..� /
-�1E 16"CMP E= 304.22ED F 1 /
E 36"CONC S= 305.12
�E 36"CONC W � C�1.62\�� CLEAM TS _ LAN SCgP AR A
OD (TYP) 2'W WOAPT
\\ ,
CV
.5'x11' WTR
N \ - ?'
ASPHALT I I
I�T(F�kl G, DETAIL 2,
/ C SPACED 3' APART 12"CMP SHEET 49 (TYP) 9114 \
TOP N= 287.32 WOODCLIFFE
TOP S= 288.47
CITY OF RENTON EX ASPHALT -
SEWER AND ACCESS EDGE
EASEMENT (TYP)
SDI
IE 12"CMP= 286.32
ASPH
v
EX. CONC ETE
BOLLAR
&METAL GATE
cB \
RIM= 319.01
IE 8"PVC N= 315.21
CB
RIM= 318.29
IE 32"CONC E= 310.49
IV IE 12"CMP S= 312.49
IE 36"CONC W= 310.49
ss ss %`
`� CATCH
/PER DIET
CONCRETE
EDGE
VERTICAL CONCRETE
CURB WITH 0.9'
GUTTER
CV
4'x4' PWR
CB
RIM= 318.14
IE 12"CONC W=
316.34
CB
RIM= 318.13
IE 32"CONC N=
311.33
\
IE 12"CONC E=
314.13
o\
IE 24"CONC S=
311.33 -"
ILTER
4, SHEET 49 (TYP)
SSMH 2326 '
CONCRETE
EDGE
R
-X STOP BA /
6' CHAIN LINK
FENCE
j E CON= 307.27
UTJ C f OT LOCATED
CB
RIM= 317.18
/�'3'
/ IE 36"CONC N= 309.38
u II IE 32"CONC E= 309.88
/ IE 32"CONC S= 310.68
X
I�
xl ASPHALT EDGE
I o
J REVENT TRACKOUT OF DIRT, DUST, �� N
:K'AND MUD. MECHANICALLY SWEEP (DO
NOT WASH) STREET PAVEMENT DAILY,
OR MORE FREQUENTLY AS REQUIRED,
I :I AURING TRUCKING OPERATIONS.
I .
I
CO*
O�
Q�
w s'8r
.y
S-392112
KEY MAP
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
r�
N
roll
SEWER AND ACCESS
EASEMENT TABLE
STA:
OFFSET L
OFFSET R
2+65.27
12.50'
NA
2 + 86.76
12.50'
12.50'
3 + 5 0
12.5'
12.5'
4+ 00
12.5'
12.5
4 + 5 0
12.5'
12.5'
TEMP CONST PERMIT
LIMIT TABLE
STA:
OFFSET L
OFFSET R
2+64.64
22.5
NA
3+ 06.18
22.5
22.5'
3+ 50
22.5
22.5'
4+00
22.5
22.5
4+ 50
1 22.5
22.5'
VERTICAL CONTROL
DESCRIPTION
STA
ELEVATION
BEGIN
1 +00.00
82.67
PC 1
1 +93.35
79.55
PT 1
2+47.12
82.90
PT 2
2+53.11
83.29
PC 2
2+65.20
83.91
PT 3
2+90,58
85.97
PT 4
3+02,67
86.97
PC 3
3+29,92
89,51
PT 5
4+24,87
100.69
NInTE.
SEE SHEET 2 FOR SURVEY
CON TROL/NOTES/M ON U M EN T
LOCATIONS
NW 20-23-05
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......... VERT.SCALE:•
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60
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:,:��:
60
1+00
1+20
1+40
1+60
1+80
2+00
2+20
2+40
2+60
2+80
3+00
3+20
3+40
3+60
3+80
4+00
4+20
4+40
4+60
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
74988.88
501446.71
V W
SD_ _
L 93 35 , W
4;1F0d,10 86 12'
SCALE
20 0 20 40
(FEET)
1 INCH = 20 FT
N 174898.05
E 1301467.63
I \
1 PUGET SOUND
ENERGY
9050 �
1
_N
7 1
(0 1
00
n
Ce
J Z
Q 1�
� Q
LU z
1 �
(X
� 1.
N Z
n
L
w
2+00
4=5*22'41'
R=572..78' 1 =53.7F
N 174829,41
E 1301492.03
1
1-405 WSDOT LIMITED
ACCESS ROW
IMPROVED 7' GRAVE
MAINTENANCE ACCESS PATH,
SEE DETAIL 4, ]SWEET 53
SURVEY CONTROL POINT
SEE SHEET 2
LU
0=26'18'45"
R=53.50'
L=24.57'
PUGET SOUND
ENERGY
9005
10029
I�
A=14'05'22"
R=196.50'
L= 48, 32'
I
CITY OF RENTON
SEWER AND ACCESS
EASEMENT (TYP)
7
W y /
� W I
PUGET SOUND
ENERGY
9070
SURVEY CONTROL POINT 10028 d'
SEE SHEET 2
_ J
2
NI U
M L
(V 1�
M
z
ZI TEMPORARY
CONSTRUCTION
PERMIT LIMIT (TYP)
GRAVEL ACCESS PATH
OFFSET TABLE
STA:
OFFSET L
OFFSET R
1 +25
9.21'
13.4'
1 + 50
9.44'
11.43'
1+75
6.64'
10.05'
2+00
3.5'
4.69'
2 + 11.5 6
3.5'
3.5'
S-392113
KEY MAP
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
RECORD DRAWING
APPROVED B1
DATE
NW 20-23-05
N
r.�
O
N
0
U
z
O
ry
W
U
W
U
a_
W
D
N
O
N
00
w
Q
0
0
z
O
J
n
SEWER AND ACCESS
EASEMENT TABLE
STA:
OFFSET L
OFFSET R
5 + 0 0
12.5'
12.5'
5 + 5 0
12.5'
12.5'
6 + 0 0
12.5'
12.5'
6 + 5 0
12.5'
12.5'
7 + 0 0
12.5'
12.5'
7+35
25'
45'
7+50
25'
45'
8+00
25'
45'
TEMP CONST PERMIT
LIMIT TABLE
STA:
OFFSET L
OFFSET R
5+00
22.5'
22.5'
5+ 50
22.5'
22.5'
6+00
22.5'
22.5'
6+50
22.5
22.5'
6+ 79.21
22.5
22.5'
7+00
22.5'
22.5'
7+11.17
28.97'
22.5'
7+25
35'
55'
7+ 50
35'
55'
8+ 00
35'
55'
VERTICAL CONTROL
DESCRIPTION
STA
ELEVATION
PC 4
5+01.59
114.52
PT 6
5+23.05
118.03
PT 7
6+25.31
138.65
PT 8
7+15.71
152.18
KInT�:_•
SEE SHEET 2 FOR SURVEY
CON TROL/NOTES/M ON U MEN T
LOCATIONS
145
145 165
165
140
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140 160
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EXISTING GRADE
AT:::
.........
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::::::::EXISTING GRADE
........CL OF PATH (TYP.):
AT...:::
:..
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CL OF PATH
(TYP.):.
.........
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..
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135
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:::......
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::::"
::
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135 155
PROPOSED GRADE AT:
::::::: .
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/
CL OF PATH (TYP.).
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..... PROPOSED
GRADE
AT:::::
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.. ....
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... ...�
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......_.
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..... CL
OF PATH (TYP.).....
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::
130 150
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:: ::::� :.
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::
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125
::::::...
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125 145
::: ::::
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120 140
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115 135
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105
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:........
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105 125
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125
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:::::: VERT SCALE:
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......... .........
........ VERT SCALE:
100
:: .......
:::
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... ...
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:::::....
:::: 11= 5'
100 120
.........
:::: :::
:::::::::
:::::::::
:::::::::
::::: :::
:::::::::
::: 1 „ = 5'
120
4+60
4+80
5+00
5+20
5+40
5+60
5+80
6+00
6+20 6+40
6+40
6+60
6+80
7+00
7+20
7+40
7+60
7+80
8+00 8+20
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
IV 1 L J I I/ VY
8.06'
SCALE
CI IM\/CV !1nA1TMn1 MnIA17
L]- I I J J %J `t
R=103.50'
L=21.47'
20 0 20 40
(FEET)
1 INCH = 20 FT
SURVEY CONTROL POINT 10026 J
SEE SHEET 2
2
C)
1
N
00
f-
1/ )
1
W
_z
J
2
U
F-
Q
GRAVEL ACCESS PATH
OFFSET TABLE
STA:
OFFSET L
OFFSET R
7+46.20
5.41'
1.59'
7+50
10.03'
27.32'
7+ 75
19.63'
37.98'
8+00
13.53'
37.98'
S-392114
KEY MAP
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
IRECORD DRAWING
AR IIMM BY
MIM
NW 20-23-05
N
roll
R
0
N
U
Z
O
7
ry
W
SEWER AND ACCESS
EASEMENT TABLE
STA:
OFFSET L
OFFSET R
8+50
25'
45'
9 + 0 0
17.5'
17.5'
9 + 5 0
17.5'
17.5'
10 + 0 0
17.5'
17.5'
10 + 5 0
17.5'
17.5'
11 + 0 0
17.5'
17.5'
11 + 5 0
17.5'
17.5'
TEMP CONST PERMIT
LIMIT TABLE
STA:
OFFSET L
OFFSET R
8+ 50
35'
55'
9+00
27.5'
27.5'
9+50
27.5'
27.5'
10+00
27.5'
27.5'
10+50
27.5'
27.5'
11 +00
27.5'
27.5'
11 +50
27.5'
27.5'
VERTICAL CONTROL
DESCRIPTION
STA
ELEVATION
PC 5
8+28.36
153.56
PC 6
8+74.13
156.10
A= 3°13'08"
--.
R=429.56'
L=24.13'
_Q
0 �
NOTE:CN
Lq
too
o
',t
Qf
SEE SHEET 2 FOR SURVEY
=
o o
CONTROL/NOTES/MONUMENT
., "_N
o Q J
LOCATIONS
3
�<
0
.-
N
_
N
CIOM
• ,
_ _
T,
L
N
L=2t64' R=429.56'
- - - - -
z 16=2°53'11"
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
GRAVEL ACCESS PATH
OFFSET TABLE
STA:
OFFSET L
OFFSET R
8+25
8.13'
34.16'
8+50
6'
7.23'
8+56.69
6'
6'
TEMPORARY
CONSTRUCTION
PERMIT LIMIT (TYP) WOODCLIFFE APTS. PROPOSED CITY OF RENTON SEWER
9112 AND ACCESS EASEMENT (TYP)
EDGE OF THUNDER HILLS CREEK
FLOWING WATER
IMPROVED 12' WIDE GRAVEL
MAINTENANCE PATH
SEE DETAIL 4, SHEET 53 Ir
TOP . r
cr P OF
..................
9+00_777__
— .......................
Z_--
z a
Z I
F— o TOP TOP .......... .
Q z
EDGE OF EXISTING
GRAVEL PATH -
SCALE
20 0 20 40
(FEET)
1 INCH = 20 FT
SURVEY CONTROL
POINT 10016
SEE SHEET 2
9113
BERKSHIRE APTS.
L=364.99' R=1785.32'
A=11°4249"
SURVEY CONTROL POINT 10015
SEE SHEET 2
...........
W
EXISTING EDGE OF 4'
W CONCRETE WALK
.., CITY OF RENTON
20' SEWER AND ACCESS
EASEMENT (TYP)
W
i
3 SIDES OF EXISTING
METAL BUILDING
S-392115
KEY MAP
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
RECORD DRAWING
APP1114001YED BY
DAIS
NW 20-23-05
N
ri1
a
0
0
U
N
ro
O
0
U)
U)
Q
Ld
Q
z
UJ
J
Li
O
N
r)
z
0
Ir
w
U
w
U
d
w
Cn
D
SEWER AND ACCESS
EASEMENT TABLE
STA:
OFFSET L
OFFSET R
12 + 0 0
17.5'
17.5'
12 + 5 0
17.5'
17.5'
13 + 0 0
17.5'
17.5'
13 + 5 0
17.5'
17.5'
14 + 0 0
17.5'
17.5'
14 + 5 0
17.5'
17.5'
15 + 0 0
17.5
17.5'
TEMP CONST PERMIT
LIMIT TABLE
S TA:
OFFSET L
OFFSET R
12+00
27.5
27.5'
12+50
27.5'
27.5'
13+00
27.5'
27.5'
13+50
27.5'
27.5'
14+00
27.5
27.5'
14+50
27.5'
27.5'
15+00
27.5
27.5'
VERTICAL CONTROL
DESCRIPTION
STA
ELEVATION
PT 9
12+39.13
179.02
PT 10
13+39.38
182.27
PC 7
13+50.16
183.19
PC 8
14+61.78
192.79
PC 9
14+99.63
196.31
NOTE:
SEE SHEET 2 FOR SURVEY
CONTROL/NOTES/MONUMENT
LOCATIONS
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
m
00
O
205
205
• • • • • ..CONTRACTOR..TO
OORL. MILL
BAST :PIPE :
• • • • • • .
..... • • • • • • • • • • • ..
.........
........ .
'CONNEC
ION ' TO 'SSM
'IN ' THE 'FIE
D.' IN'S'TALL
...
.........
.........
INTERNAL
• DROP CONNECTIONS-
PER
• CITY- OF •
• • • • • • • •
PROPOSED GRADE AT
.
200
RLNTON. S
ANDARb. PLAN,
No, 402.2
.S.H.EET. �2.
:......:
CL OF PATH (TYP.)
.........
.........
200
.........
.........
.........
.........
........
::::...EXISTING GRADE
AT::::::.
.........
.........
. . . .
.....:.EXISTING
.........
CLEAN
.........
OUT ::::::
.........
.........
........
........
.....
CL OF PATH (TYP.)
::::.....
. .
:::::
........
:::: 1 ..
.........
.......TO
BE REMOVED
...
195
.........
.... ...
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
........
.....
........
..... ..
.........
.......
.........
........
.......
....�. .
.... ....
. .......
.........
.........
.........
.........
.........
.........
.........
.........
.........
.... ....
....
.........
.........
.........
.........
.........
.........
.........
.........
.........
..... ..
........
.........
........
::: ...
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
185
.........
..... ::
:.
�...
.........
.........
.........
.........
.........
.........
185
.
.........
. i ........
.........
.........
.........
.........
.........
.........
.......
.........
.........
.........
.........
180
:::::::::
:::::::::
:::::::::
:::::::::
:::::::::
:::::::::
::::::............
.........
180
175
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
175
170
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
170
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
......... .........
........ VERT SCALE:
13+40
13+60
13+80
14+00
14+20
14+40
14+60
14+80
15+00 15+20
\
PUGET SOUNDENERGY
PROPOSED CITY
OF RENTON
SEWER AND ACCESS
EASEMENT
SURVEY CONTROL POINT 10013
9012
►
WOODCLIFFE
APTS. SEE SHEET 2
=
008
EL=57.86'
'
R=72.'
272.
^ ^
EDGE OF
FLOWING WATER
TEMPORARY N27°49 28 W�
IMPROVED 12 WIDE GRAVEL
MAINTENANCE PATH 7
►
cv ►�
n II I/ MK
EXISTING CITY OF RENTON-/ EXISTING ; ' LIVLIV i
20' SEWER AND ACCESS BUILDING ►
EASEMENT (TYP) I
SCALE
20 0 20 40
( FEET )
1 INCH = 20 FT
GRAVEL ACCESS PATH
OFFSET TABLE
STA:
OFFSET L
OFFSET R
12 + 13.8 9
6'
6'
12+25.28
6'
14.12'
12 + 3 9.12
6'
0'
12+45.80
5.21'
-
S-392116
KEY MAP
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
NW 20-23-05
N
roll
R
W
Q
z
w
J
L_
O
N
O
M
U
z
O
LJ
U
w
U
li
w
Cn
D
SEWER AND ACCESS
EASEMENT TABLE
STA:
OFFSET L
OFFSET R
15 + 5 0
17.5'
17.5'
15+80.33
94
17.5'
16 + 0 0
9 4.5'
17.5'
16+10.92
96.77'
17.5'
16 + 5 0
17.5'
17.5'
17 + 5 0
17.5'
17.5'
18 + 0 0
17.5'
17.5'
18 + 5 0
17.5'
17.5'
TEMP CONST PERMIT
LIMIT TABLE
STA:
OFFSET L
OFFSET R
15+46.50
27.5'
27.5'
15+78.67
105.70'
27.5'
16+02.81
107.44'
27.5'
16+10.92
106.77'
27.5'
17+37.27
88.44'
27.5'
17+77.98
27.5'
27.5'
18+00
27.5'
27.5'
18+50
27.5'
27.5'
VERTICAL CONTROL
DESCRIPTION
STA
ELEVATION
PC 10
15+65.21
202.83
PC 11
16+03.44
204.83
PT 11
16+28.36
203.55
PC 12
16+52.72
202.36
PT 12
17+23.40
202.00
PC 13
17+59.90
203.92
PT 13
18+24.31
206.57
NOTE:
SEE SHEET 2 FOR SURVEY
CON TROL/NOTES/M ON U M EN T
LOCATIONS
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
PUGET SOUND
ENERGY
9012
TEMP CONS r PERMI r
T_
Q '
o
Q
IW
Ip
a� Q /
1 MPR
M
' Z M4 iN EN 12 P
/ q CE q CEO
PA
30'
1
PERMANENT EASEMEN 0+00
2
co-------
L=65.57' R=554.07'
16=6°4651"
+ --
1
a
-06'
-Rzz 99,121 76, U i.
PERWo ----- \38241
NEN r -�
EASEMENT
O/
TEMP CON
Sr
PERMI r
�Z
y y y ry, I
W�
U
Q SURVEY CONTROL
POINT 10012
SEE SHEET 2
PUGET SOUND
ENERGY
9010 /
/
SCALE
20 0 20 40
( FEET )
1 INCH = 20 FT
IN
f ,
i
A= 9°49'20"
\R=108,50' -
L=18.60'
0=3°20'03'
R =108, 50'
L=6.31'
30. oo.
?3425
o� O
39.66'
Lr
S25°43'19„E � 9084 TEMPORARY
�g CONSTRUCTION
No S25°43'19"E SO\� \ PERMIT LIMIT (TYP)
� (010.88 W � \
IIVIrfCU VLU I L VVIUL VRN VLL 5� 552b "
MAINTENANCE PATH p_ O, _64,41'
S87°56 59 E SEE DETAIL 4, SHEET 53��0 �'�
s' 17.50'
C
EAGLE RIC
Y y
y y y
y y
y y.
°Y y
y
y
/
0=54°43'24"
R=74.00'
� L- 70 68'
- \- THUNDER HILLS CREEK
SURVEY CONTROL POINT 10011
SEE SHEET 2
TEMPORARY
CONSTRUCTION
PERMIT LIMIT (TYP)
EDGE OF
FLOWING WATER
CITY OF RENTON
SEWER AND ACCESS
EASEMENT (TYP)
EDGE OF
FLOWING WATER
S-392117
KEY MAP
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
NW 20-23-05
N
ri1
a
0
L
0
U
N
t
ro
O
0
U)
V)
Q
W
Q
Z
w
J
0
N
r)
z
0
Ir
w
U
w
U
n
w
Cn
D
SEWER AND ACCESS
EASEMENT TABLE
S TA:
OFFSET L
OFFSET R
19 + 0 0
17.5'
17.5'
19 + 5 0
17.5'
17.5'
20+00
17.5'
17.5'
20+50
17.5'
17.5'
21 + 0 0
17.5'
17.5'
21 + 5 0
17.5'
17.5'
2 2 + 0 0
17.5'
17.5'
TEMP CONST PERMIT
LIMIT TABLE
S TA:
OFFSET L
OFFSET R
19+00
27.5
27.5'
19+50
27.5'
27.5'
20+00
27.5
27.5'
20+50
27.5'
27.5'
21 +00
27.5
27.5'
21 +50
27.5'
27.5'
22+00
27.5
27.5'
VERTICAL CONTROL
DESCRIPTION
STA
ELEVATION
BEGIN
1 +00.00
82.67
PC 14
18+90.95
212.15
PT 14
19+62.05
218.51
PC 15
20+09.80
222.51
PT 15
20+80.30
226.28
PC 16
21 +08.71
228.54
PC 17
21 +78.27
232.50
PT 16
22+06.81
233.72
NOTE:
SEE SHEET 2 FOR SURVEY
CONTROL/NOTES/MONUMENT
LOCATIONS
SURVEY CONTROL POINT 10008 '
SEE SHEET 2 9Q Q J 013
Q p 4
9012 UJ
w 0=14*43'22"
9084 TEMP o, (0o z R=111,08'
CCNST v� o a) o L=28.54
N46°28 27'° W o
7.32' CDP PERMIT , z
00
ERMANEN T 0 z
CITY OF RENTON I EASEMENT - -
SEWER AND ACCESS EASEMENT
co (TYP) / , I - - ' z
/ i - ' A=20°01'13" N8,
TEMP �18 05'p1" 46 R- 106.00' L-37.04 22'07#0W21 +pp a
(0 CR p- 033 - 28.41 .
CID
ARY Cb 60� , - W - 22+00 0
` L�IV,p �k� o R�1� - ^ o ' 2 L=51.54' R=210.94' ,
pFRM V Eh'M�T y 2Vol - _ o A=14°00'00„
qNENT .. � _PERMANENTFqEA_ _ �EN
__ o----o-----
-
T
1 UJ TEMPER
66. ss� W � - � , - ' � , ' o CpNSARY � 1--
4' � T pERMi
L=71.10' R=89•p0 - , M -
S
q, 35'
A=45°46 2 z FLOWINGto
DWATOER �=4°53 33 - - J z J -
�V EXIST R=210.94 Q ► J Q
ROCK R L=18.01' a Q Q
Ry _
�NST P - - N74°31'45"E Z
�R 6.76' �' ► o !1►
� EXISTING FOOT �
SURVEY CONTROL BRIDGE a0 N
--/ N POINT 10007 N
THUNDER HILLS CREEK N SEE SHEET 2 I to I z'
AVEL
SURVEY CONTROL POINT 10009 TEMPORARY I / IMPROVEMAINT NIANCEDE RPATH
SEE SHEET 2 CONSTRUCTION SEE DETAIL 4, SHEET 53
PERMIT LIMIT (TYP) I / ' I I
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
SCALE
20 0 20 40
( FEET )
1 INCH = 20 FT
U)
O
S-392118
KEY MAP
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
NW 20-23-05/SW 20-23-05
N
ri1
a
0
L
0
U
N
t
ro
O
0
U)
V)
Q
Ld
Q
Z
UJ
J
Li
0
N
r)
z
0
Ir
w
w
Cn
D
SEWER AND ACCESS
EASEMENT TABLE
S TA:
OFFSET L
OFFSET R
2 2 + 5 0
17.5'
17.5'
2 3 + 0 0
17.5'
17.5'
2 3 + 5 0
17.5'
17.5'
24+00
17.5'
17.5'
24+50
17.5'
17.5'
2 5 + 0 0
17.5'
17.5'
2 5 + 5 0
17.5'
17.5'
TEMP CONST PERMIT
LIMIT TABLE
S TA:
OFFSET L
OFFSET R
22+50
27.5
27.5'
23+00
27.5'
27.5'
23+50
27.5
27.5'
24+00
27.5'
27.5'
24+50
27.5
27.5'
25+00
27.5'
27.5'
25+50
27.5
27.5'
VERTICAL CONTROL
DESCRIPTION
STA
ELEVATION
PC 18
22+59.80
239.98
PC 19
23+05.63
241.96
PT 17
23+52.01
244.21
PC 20
24+20.67
249.00
PT 18
24+77.46
253.59
PC 21
25+01.60
256.24
NOTE:
SEE SHEET 2 FOR SURVEY
CONTROL/NOTES/MONUMENT
LOCATIONS
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
co I
N
N
co
W
Z
I
a�
SCALE
THUNDER HILLS CREEK
20 0 20 40
( FEET )
1 INCH = 20 FT
CUUC Ur
FLOWING WATER
TEMPORARY
CONSTRUCTION
PERMIT LIMIT (TYP)
W G 1
9 013
qqq°4n'gn"w
EDGE OF
FLOWING WATER
I�
S-392119
KEY MAP
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
(RECORD DRAWING
ARRXhW BY
DAIS
SW 20-23-05
N
ri1
a
0
C
0
U
N
ro
0
U)
Q
Li
Q
z
Li
J
L�
U
w
a�
U
n
Ir
Lv
Cn
D
SEWER AND ACCESS
EASEMENT TABLE
STA:
OFFSET L
OFFSET R
2 6 + 0 0
17.5'
17.5'
2 6 + 5 0
17.5'
17.5'
2 7 + 0 0
17.5'
17.5'
2 7 + 5 0
17.5'
17.5'
28+00
17.5'
17.5'
28+50
17.5'
17.5'
28+93.29
17.5'
17.5'
29+00
35.73'
17.5'
29+11.73
17.5'
17.5'
TEMP CONST PERMIT
LIMIT TABLE
STA:
OFFSET L
OFFSET R
26+00
27.5
27.5'
26+50
27.5'
27.5'
27+00
27.5'
27.5'
27+50
27.5'
27.5'
27+66.35
27.5'
27.5'
27+78.78
27.5
27.5'
28+00
ROW
27.5'
28+50
ROW
27.5'
28+93.29
ROW
27.5'
29+00
ROW
27.5'
29+11.73
ROW
27.5'
VERTICAL CONTROL
DESCRIPTION
STA
ELEVATION
PC 22
26+88.83
271.54
PT 20
27+76.94
281.02
PC 23
28+33.63
286.67
300
300
295
.........
.........
.........
.........
.........
........
.........
.........
.....
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F PATH : �T:
p: } : . : : : :
. . . . . . . : :
: . . . . . . . .
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...
.......
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265
.....
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..... :::
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VERT SCALE:
250
:::::::::
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::::::
:::....
:::::::::
::::::
:::::::::
:::::::::
:::::::
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:::::::
:::::::
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::
:::::::: 1 „ = 5�
250
25+60 25+80 26+00 26+20 26+40 26+60 26+80 27+00 27+20 27+40 27+60 27+80 28+00 28+20 28+40 28+60 28+80 29+00 29+20
NOTE:
CITY OF RENTON
SEW
ER AND ACCESS _
EASEMENT (TYP) _
SEE SHEET 2 FOR SURVEY
SURVEY CONTROL
CONTROLNOTESMONUMENT
/ / POINT 10004 Z
LOCATIONS SEE SHEET 2
0=25°54 22 a�
Z R=194.87' L=88.11' 35'
Z
SEE EASEMENT DOCUMENTS IN SPECIFICATIONS FOR CONTINUATION
� W
STREAM E
CHANNEL71E 9114 \
v° Q� WOODCLIFFE
\ N32°23'02' W 0�J \
16.93' ;W : v. �CITY OF RENTON
W SEWER AND ACCESS
Z v° ,� EASEMENT (TYP)
28+00
W
1
--------------- 26+00
........�PS���N� ` �N32°23'02"W
_ _ - NEN.I 39. 76 �� .. ° I
-o- - - - - -- ---- o. Q MP QER \
Z � 0 C � � R� GOj � • •
I
THUNDER HILLS CREEK
ntec
iue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
TEMPORARY
CONSTRUCTION
PERMIT LIMIT (TYP)
SCALE
20 0 20 40
( FEET )
1 INCH = 20 FT
W\
Z
IMPROVED 12' WIDE GRAVEL Q '
MAINTENANCE PATH
SEE DETAIL 4, SHEET 53 !u
NI
co
EDGE OF �;l
FLOWING WATER to
1
I
W W
W
6° 1 M PNE
8 49' 10.00'
9s 10.00 62,���8 ENS
CHANNEL Mp,NEN�so/
so G
J
NN0
Q� 0+
S-392120
KEY MAP
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
SW 20-23-05
N
ri1
W
Q
z
w
J
U
w
U
n
w
Cn
D
SEWER AND ACCESS
EASEMENT TABLE
STA:
OFFSET L
OFFSET R
2 9 + 5 0
17.5'
17.5'
30+ 00
17.5'
17.5'
30+29.83
17.5'
17.5'
30+50
37.39'
35.63'
30+ 72.76
59.24'
56.85'
TEMP CONST PERMIT
LIMIT TABLE
STA:
OFFSET L
OFFSET R
29+50
ROW
27.5'
30+00
ROW
27.5'
30+27.98
33.85'
17.5'
30+28.52
ROW
27.66'
30+40.24
18.51'
23.99'
30+61.97
NA
62.75
VERTICAL CONTROL
DESCRIPTION
STA
ELEVATION
PT 21
29+30.08
292.24
PT 22
29+34.73
292.52
PT 23
29+53.62
296.64
PT 24
29+90.33
303.87
PT 25
30+16.00
307.86
PT 26
30+32.27
310.39
END
30+83.82
314.64
NOTE:
SEE SHEET 2 FOR SURVEY
CONTROL/NOTES/MONUMENT
LOCATIONS
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
SCALE
20 0 20 40
( FEET )
1 INCH = 20 FT
320
0"M F
6
V)
10"M P
� ua
320
0 0
----------- ___-------------------------------- SURVEY CONTROL POINT 10001-\
CO CRETE SEE SHEET 2
EDGE FOG LINE 1
s�
SURVEY CONTROL DOUBLE YELLOW BUTTONS \
POINT 10002 \
VERTICAL CONCRETE \
SEE SHEET 2 CURB WITH 0.9'
JLVYLI\ /'11VV /'1 1. l.L JJ
EASEMENT (TYP)
TEMPORARY
CONSTRUCTION
PERMIT LIMIT (TYP)
EDGE
LANDS
I
I
I
I
I
I
82 Y.
00
U)
N32°31'05"E
30.00'
". `> .
iS
SSA
i
PAVED MAINTENANCE PATH
OFFSET TABLE
STA:
OFFSET L
OFFSET R
3 0 + 16
6'
6'
30+25
6'
6'
30+ 50
8.19'
3.89'
30+75
11.91'
3.06'
30+83.82
27.66'
16.72'
S-392121
KEY MAP
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
N N gn_q�_n_q
N
z
0
Cn
w
U
W
U
a
WET BFR
110
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PROPOSED GRADE AT
........
..
95
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CL OF PATH (TYP.) ::
:::......
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95
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... ..
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:::::::::
:::::::::
EXISTING GRADE
AT:::
:::::::::
:::::::::
.-:::
.........
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CL OF PATH
(TYP.)...
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70
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65
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VERT SCALE:
.........
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60
:::::::::
:::::::..
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:::::::::
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:::::::::
:::::::::
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:::::::::
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:::::::::
:::::::::
:::::::::
.......: ,,, - 5�
60
1+00
1+20
1+40
1+60
1+80
2+00
2+20
2+40
2+60
2+80
3+00
3+20
3+40
3+60
3+80
4+00
4+20
4+40 4+60
EXISTING THUNDER HILLS
SEWER INTERCEPTOR
EXISTING THUNDER HILLS
SEWER INTERCEPTOR (CIPP)
EXISTING THUNDER HILLS
SEWER INTERCEPTOR
(ABANDON)
PROPOSED LOCATIONS OF
GRAVITY WALL OR ROCKERY
SEE DETAIL 5, SHEET 53
PROPOSED LOCATIONS OF
PARALLEL SEWER PIPE
PROPOSED LOCATION OF
IMPROVED GRAVEL ROAD
PROPOSED LOCATION OF
IMPROVED PAVED AREAS
WETLAND BUFFER
BOUNDARY
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
END OF EXISTING
CHANNEL CHANNEL
AT EAST END CONC
CULVERT
EX SDI
IE 48"CONC NW= 72.79
OUTLET ACROSS 1-405
IMPROVED 7' WIDE GRAVEL —
MAINTENANCE ACCESS PATH,
SEE DETAIL 4, SHEET 53
SCALE
20 0 20 40
(FEET)
1 INCH = 20 FT
PUGET SOUND
ENERGY
9050
r
1-405 WSDOT LIMITED
ACCESS ROW
PUGET SOUND
ENERGY
1042MLLNAIIIIIIIII
I
W WI
W W /
� W
PUWGET SOUND
ENERGY
9070
11
S-392122
KEY MAP
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
RECORD DRAWING
ARWAM
IDI
DAIS
145
NW 20-23-05
145 165
165
N
rill
R
U
W
U
W
Cn
140
.........
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.........
.........
.........
.........
.........
.........
.... ....
140
.........
.........
.........
.........
......... EXISTING GRADE AT:::
:::::::::
. .......
::::::...
.........
.........
.........
......... CL OF PATH (TYP.)::.
.........
:::::::
135
.........
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::::::...
.........
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.........
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.......
: � :::
/ ::
:::::::::
135
PROPOSED GRADE AT:::::
1 30
.........
.........
.........
..... CL OF PATH (TYP.):::..
.......
.........
.........
130
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..X.-..
. .......
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125
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125
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::. ....
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.. ,..
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.. ......
.. ......
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115
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::: .....
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115
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110
.........
1......
:
. .......
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110
.....
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.. ......
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...
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0........
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105
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105
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100
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...
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........
VERT SCALE:
1„ - 5'
100
4+60
4+80
5+00
5+20
5+40
5+60
5+80
6+00
6+20 6+40
EXISTING THUNDER HILLS
SEWER INTERCEPTOR
EXISTING THUNDER HILLS
SEWER INTERCEPTOR (CIPP)
EXISTING THUNDER HILLS
SEWER INTERCEPTOR
(ABANDON)
PROPOSED LOCATIONS OF
GRAVITY WALL OR ROCKERY
SEE DETAIL 5, SHEET 53
PROPOSED LOCATIONS OF
PARALLEL SEWER PIPE
PROPOSED LOCATION OF
IMPROVED RA ROAD M OVED GRAVEL 0 D
PROPOSED LOCATION OF
IMPROVED PAVED AREAS
WET BFR WETLAND BUFFER
BOUNDARY
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
PUGET SOUND
ENERGY
EX. 20' CITY OF RENTON
SEWER AND ACCESS
EASEMENT (TYP)
SCALE
20 0 20 40
(FEET)
1 INCH = 20 FT
(`ITV nE- I]CKITnKI
WOODCLIFFE APTS.
9112
EDGE OF
FLOWING WATER
1
N
co
F--
U)
1
w
_z
J
2
U
f •—
Q
S-392123
KEY MAP
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
RECORD DRAWING
NW 20-23-05
N
roll
R
0
N
0
M
U
z
0
w
U
LJ
a�
U
n
w
Cn
D
SEWER AND ACCESS
EASEMENT TABLE
STA:
OFFSET L
OFFSET R
8+50
25'
45'
9 + 0 0
17.5'
17.5'
9 + 5 0
17.5'
17.5'
10 + 0 0
17.5'
17.5'
10 + 5 0
17.5'
17.5'
11 + 0 0
17.5'
17.5'
11 + 5 0
17.5'
17.5'
EXISTING THUNDER HILLS
SEWER INTERCEPTOR
EXISTING THUNDER HILLS
SEWER INTERCEPTOR (CIPP)
EXISTING THUNDER HILLS
SEWER INTERCEPTOR
(ABANDON)
PROPOSED LOCATIONS OF
GRAVITY WALL OR ROCKERY
SEE DETAIL 5, SHEET 53
PROPOSED LOCATIONS OF
PARALLEL SEWER PIPE
PROPOSED LOCATION OF
IMPROVED RA ROAD M OVED GRAVEL 0 D
............................
................ PROPOSED LOCATION OF
•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•' IMPROVED PAVED AREAS
WET BFR WETLAND BUFFER
BOUNDARY
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
TnP nF FXI'�TIN(;
co
N
F-
2
0
SCALE
20 0 20 40
( FEET )
1 INCH = 20 FT
WOODCLIFFE APTS.
9112
BERKSHIRE APTS,
EAST FACE OF
EXISTING APARTMENT
BUILDING
IMPRUVLU 11 WIUL GHAVI=L
MAINTENANCE PATH
SEE DETAIL 4, SHEET 53
EXISTING 20' CITY OF RENTON
SEWER AND ACCESS EASEMENT (TYP)
I
r
Z
rn
1
00
1
/ W
L
STING N
S-392124
KEY MAP
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
RECORD DRAWING
NW 20-23-05
205
205
N
U
W
U
d
W
0
WET BFR
EXISTING THUNDER HILLS
SEWER INTERCEPTOR
EXISTING THUNDER HILLS
SEWER INTERCEPTOR (CIPP)
EXISTING THUNDER HILLS
SEWER INTERCEPTOR
(ABANDON)
PROPOSED LOCATIONS OF
GRAVITY WALL OR ROCKERY
SEE DETAIL 5, SHEET 53
PROPOSED LOCATIONS OF
PARALLEL SEWER PIPE
PROPOSED LOCATION OF
IMPROVED GRAVEL ROAD
PROPOSED LOCATION OF
IMPROVED PAVED AREAS
WETLAND BUFFER
BOUNDARY
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
EDGE OF
FLOWING WATER
CITY OF RENTON
SEWER AND ACCESS
EASEMENT (TYP)
WOODCLIFFE APTS.
9112
STA 13+39
END OF 5' HIGH ROCK WALL
TRANSITION TO EXISTING GRADE
.........
• . • • • • •CO
.........
TRACTOR..TO
.........
CORE• DRILL
.........
EAST :PIPE ............
.........
......... .........
......... .........
.........
.........
.........
........ .
. . .CONNEC
ION ' TO 'SSM
'IN ' THE 'FIE
D. ' IN'S'TALL .
. . . . . . . .
. . . . . . . . . . . . . . . . . .
. . . . . . . . .
. . . . . . . . .
INTERNAL
DROP CO
NECTIONS P
R - CITY- OF .
. . . . . . . .
PROPOSED GRADE AT
.
200
REN.TON. S
ANDARD • PIL
N • NO '402.2
•S•H.EET. 52 •
• • • • • • • •
CL OF PATH (TYP.)
.........
ZOO
.........
.........
.........
.........
.........
.........
.._...•...
.........
........
........
....... .. .........
..... EXISTING GRADE
.........
AT.......
.........
.........
.........
.......EXISTING
.........
CLEAN
.........
OUT ......
.........
.........
........
.......
.....
CL OF PATH (TYP.)
......... .......
.......
.......
........
.... ...
.......TO
.........
BE REMOVED
......
........
.........
.........
.......
........
... ..... .........
......... .........
.........
.........
.� .....
........
5
..... ...
.........
.........
.........
........
........
......... .........
.. ...... .........
....... .
....�...
.........
.........
5
.... ...
.........
.........
........
.27�LF-8"-HDPE.......
.........
.........
..... .
........
.......
.........
::::�: .
.... ....
.........
.........
.........
.........
.........
........
-0.0320
TT/FT......
.... .
.... ....
........
:STAP'T' INVERT.
T:1$3150
.... ::
:::... .
.........
.........
........ .
190
:::: ....
........
..N.D. 1NVER
-1:8.2..62 ::
::::
.. /:::
.........
.........
.........
190
.........
.........
.........
..... ...
.........
.........
.........
.........
.........
... ....
.......
..... .
...�...
.........
.........
.........
.........
.........
185
.........
::.. ....
.........
........
.... ..
:.
y.......
:::::::::
:::::::::
:::::::::
:::::::::
:::::::::
:::::::::
185
... ....
... ..
........
....
.... .
.........
.........
.........
.........
.........
.........
.........
.......
.......
.........
.........
.........
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.........
.........
.........
.........
.........
.........
.........
.........
.........
180
.........
.........
.........
.........
.........
.........
.........
.........
.........
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.........
.........
.........
.........
.........
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.........
.........
.........
180
175
.........
.........
.........
.........
.........
.........
.........
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.........
.........
.........
.........
.........
.........
.........
175
170
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
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.........
.........
.........
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.........
170
.........
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.........
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.........
......... .........
......... .........
VERT SC5LE:
1 65
.........
.........
.........
.........
.........
.........
.........
..... „_ ,
1 65
13+40
13+60
13+80
14+00
14+20
14+40
14+60
14+80
15+00 15+20
EDGE OF
EXISTING PATH
STA 13+51
END OF 5' HIGH ROCK
WALL TRANSITION TO
EXISTING GRADE
REMAINS OF
EXISTING GABION / ;.3B
WALL
Z
m -
fnp-
00
-/� %
�.A L
SCALE
20 0 20 40
(FEET)
1 INCH = 20 FT
EXISTING
ASPHALT EDGE
EX. 20' CITY OF
RENTON
SEWER AND ACCESS
EASEMENT (TYP)
Ift
a
f 00
04
'Sco
—INSTALL 27LF 8" HDPE SD & PUGET SOUND
DIRECT SWALE TO THUNDER ENERGY
HILLS CREEK E
STA 13+77 IMPROVED 12' WIDE GRAVEL
END OF 6' HIGH ROCK MAINTENANCE PATH
WALL TRANSITION TO SEE DETAIL 4, SHEET 53
EXISTING GRADE
STA 14+17
— — END OF 6' HIGH ROCK
WALL TRANSITION TO
\� SWALE EXISTING GRADE
,\ \k \
VV
J14+00
O
NNE,L,
EDGE OF /
FLOWING WATER -
REMAINS -
REMAINS OF OF
EXISTING
EXISTING
GABION WALL GABION WALL
EXISTING /
EXISTING ROCKERY
CONCRETE /
EDGE 9113 EAST EDGE OF
BERKSHIRE APTS. BUILDING
THUNDER
HILLS CREEK
EDGE OF
FLOWING WATER
9010
PUGET SOUND
ENERGY
S-392125
KEY MAP
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
RECORD DRAWING
DAM
NW 20-23-05
N
ri1
U
w
U
d
W
Cn
EXISTING THUNDER HILLS
SEWER INTERCEPTOR
EXISTING THUNDER HILLS
SEWER INTERCEPTOR (CIPP)
EXISTING THUNDER HILLS
SEWER INTERCEPTOR
(ABANDON)
PROPOSED LOCATIONS OF
GRAVITY WALL OR ROCKERY
SEE DETAIL 5, SHEET 53
PROPOSED LOCATIONS OF
PARALLEL SEWER PIPE
PROPOSED LOCATION OF
IMPROVED GRAVEL ROAD
; ; ; • • • .................. • • PROPOSED LOCATION OF
IMPROVED PAVED AREAS
WET BFR WETLAND BUFFER
BOUNDARY
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
15+20 15+40 15+60 15+80
16+00 16+20 16+40
0+83.8�
PUGET SOUND
ENERGY
9012 1Mp/_>D __71 -
M
SCALE
20 0 20 40
(FEET)
1 INCH = 20 FT
16+60
ED�C OF
FLOWING WA
16+80 17+00 17+20 17+40 17+60 17+80 18+00 18+20 18+40 18+60
9088 \
EAGLE RIDGE ESTATES
7STA
TRANSITIONTO 7'HIGH ROCK WALL 16+84
END OF 5' HIGH ROCK
WALL TRANSITION TO
\G GRADE
THUNDER HILLS CREEK
s
co
i
CO
\ co
U
S-392126
KEY MAP
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
RECORD DRAWING
IMM
NW 20-23-05
N
ri1
w
Q
z
w
J
U
W
U
d
W
Cn
EXISTING THUNDER HILLS
SEWER INTERCEPTOR
EXISTING THUNDER HILLS
SEWER INTERCEPTOR (CIPP)
EXISTING THUNDER HILLS
SEWER INTERCEPTOR
(ABANDON)
PROPOSED LOCATIONS OF
GRAVITY WALL OR ROCKERY
SEE DETAIL 5, SHEET 53
PROPOSED LOCATIONS OF
PARALLEL SEWER PIPE
0 OSED LOC ON F 0
PROPOSED LOCATION
IMPROVED RA ROAD M OVED GRAVEL 0 D
„••,,,••„••„;;;;;;;;;
PROPOSED LOCATION OF
•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'
IMPROVED PAVED AREAS
WETLAND BUFFER
WET BFR
BOUNDARY
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
STA 20+54
STA 20+20 20+18 4' HIGH ROCK WALL
6' HIGH ROCK WALL TRANSITION TO
TRANSITION TO EXISTING GRADE EXISTING GRADE
WALL LOCATION FIELD REVISED
DUE TO L RA�BOU)-.DER L 9012
CITY OF RENTON
9084 SEWER AND ACCESS EASEMENT
�Q (TYP)
\ \ \ STA 19+01
\ 8' HIGH ROCK WALL
\ \\ TRANSITION TO 6' / \�
HRH ROCK WALL
9013
STA 20+71
4' HIGH ROCK WALL 9116
TRANSITION TO 7'
L
HIGH ROCK WALL >� INSTALL 52LF 8" HDPE SD &
DIRECT SWALE TO THUNDER
%— HILLS CREEK
CO
21 O
+
Co 22+00
-7 \
1 /
\l 1
J i
EXISTING ROCKERY
IMPROVED 12, WIDE GRAVEL
�� \ \ •� MAINTENANCE PATH
SEE DETAIL 4, SHEET 53
THUNDER HILLS CREEK I /
SCALE
20 0 20 40
(FEET)
1 INCH = 20 FT
EDGE OF
FLOWING WATER
w
W
EXISTING FOOT C
BRIDGE C
S-392127
KEY MAP
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
NW 20-23-05/SW 20-23-05
N
Ld
Q
Z
LIJ
J
Li
0
(\1
0
M
U
Z
0
0
w
U
w
U
n
w
Cn
D
N
0
N
N
00
Lil
Q
0
c�
z
0
J
d
WET BFR
EXISTING THUNDER HILLS
SEWER INTERCEPTOR
EXISTING THUNDER HILLS
SEWER INTERCEPTOR (CIPP)
EXISTING THUNDER HILLS
SEWER INTERCEPTOR
(ABANDON)
PROPOSED LOCATIONS OF
GRAVITY WALL OR ROCKERY
SEE DETAIL 5, SHEET 53
PROPOSED LOCATIONS OF
PARALLEL SEWER PIPE
PROPOSED LOCATION OF
IMPROVED GRAVEL ROAD
PROPOSED LOCATION OF
IMPROVED PAVED AREAS
WETLAND BUFFER
BOUNDARY
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
265 265
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
....�..
f.
.........
.........
.........
.........
.........
.........
.........
.........
........ E
.........
ISTIN•G GRADE.
AT. ....
.........
.........
.........
.........
.........
.........
.........
......
....
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.......
.........
.........
.........
.........
........0
OF.P.ATH.{
YR.)::.:::
.....
.........
.........
.........
...
.........
.........
.........
.........
.........
.........
.........
.........
........NEW.S.D......
'SQ.
..
.........
...
.........
:::::::::
.........
:::::::::
.........
:::::::::
.........
:::::::::
.........
:PROPOSED
.........
GRADE -AT.
....... .
::::::..
.........
:::::::::
.........
::::: t
...
4•Lf•8":HD
.........
E...:..::
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.........
:::::::::
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:::::::::
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.........
:::::::::
..
::::
255
:::::::::
:::::::::
:::::::::
:::::::::
:::CL•OF•PATH•(TYR.):
::::::::.
:::::::::
:::SE
:::::...
. DETAIL 6
'-
HEFT . .
.4.4. ...
.........
.........
.....
..
.........
.........
..
2 55
T
TI
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
........
.........
........ ENDINVERT
.........
�
.........
55.34....
.........
.........
.........
........
.........
.........
....
.........
.........
.........
.........
.........
.........
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.........
.........
.........
.........
.........
.........
.........
.......N'E
.........
.........
.........
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THUNDER HILLS CREEK
SCALE
20 0 20 40
( FEET )
1 INCH = 20 FT
I LL/VVI IVV VV/ ILI\
INSTALL 34LF 8" HDPE SD &
DIRECT SWALE TO THUNDER
HILLS CREEK
STA 23+67
7' HIGH ROCK WALL
DIRECT SWALE TO THUNDER
HILLS CREEK
DIREC I SWALE I U 1 HUNDER
HILLS CREEK
EDGE OF
FLOWING WATER
S-392128
KEY MAP
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
SW 20-23-05
N
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ERT-SC-A-LE:
25+60 25+80
26+00 26+20 26+40 26+60
26+80 27+00 27+20 27+40 27+60 27+80 28+00 28+20 28+40 28+60 28+80 29+00 29+20
EXISTING THUNDER HILLS
SEWER INTERCEPTOR
EXISTING THUNDER HILLS
SEWER INTERCEPTOR (CIPP)
EXISTING THUNDER HILLS
SEWER INTERCEPTOR
(ABANDON)
PROPOSED LOCATIONS OF
GRAVITY WALL OR ROCKERY
SEE DETAIL 5, SHEET 53
PROPOSED LOCATIONS OF
PARALLEL SEWER PIPE
PROPOSED LOCATION OF
IMPROVED GRAVEL ROAD
PROPOSED LOCATION OF
IMPROVED PAVED AREAS
WETLAND BUFFER
BOUNDARY
ntec
lue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
SCALE
20 0 20 40
( FEET )
1 INCH = 20 FT
EDGE OF EX.
GRAVEL PATH
S-392129
KEY MAP
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
RECORD DRAWING
AMMM OI
DATE
SW 20-23-05
N
W
Q
z
w
J
0
N
0
M
U
Z
0
0
w
U
w
a�
U
d
CC
w
Cn
EXISTING THUNDER HILLS
SEWER INTERCEPTOR
EXISTING THUNDER HILLS
SEWER INTERCEPTOR (CIPP)
EXISTING THUNDER HILLS
SEWER INTERCEPTOR
(ABANDON)
PROPOSED LOCATIONS OF
GRAVITY WALL OR ROCKERY
SEE DETAIL 5, SHEET 53
PROPOSED LOCATIONS OF
PARALLEL SEWER PIPE
PROPOSED LOCATION OF
IMPROVED GRAVEL ROAD
..... PROPOSED LOCATION OF
• ••'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•' IMPROVED PAVED AREAS
— WET BFR WETLAND BUFFER
BOUNDARY
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
SCALE
20 0 20 40
( FEET )
1 INCH = 20 FT
\ � d
' � 0 CRETE
EDGE FOG LINE
o / \\
VERTICAL CONCRETE
/ CURB WITH 0.9' I DOUBLE YELLOW BUTTONS
GUTTER I
FOG LINE
G RAN T AVE S 4.5'x8.5' PCv
WR
-- ---- _���----- -- 5L�---- - - --- -- SDI
\ \ aM
IMPROVED 12' WIDE PAVED
--� MAINTENANCE PATH \
CITY OF RENTON SEE DETAIL 8, SHEET 53
Z
SEWER AND ACCESS � � � EDGE OF' X S IG
EASEMENT
EM\) > �� � /— LAN SOAP I IAR A I
\ \ /-
��� 5.5'x11' WTR
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,� �
MATCHi�EXISTING
QAD GRADES
PR ATE _ I�XST. GATE
I III.
I
iS5/
I
S-392130
KEY MAP
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
DAM
RECORD DRAWING
N N gn_q�_n_q
N
roll
w
Q
z
w
J
Li
z
0
N
w
w
D
PROPOSED SEWER
A OFFSET AND
INVERT TABLE
S TA:
OFFSET
4+ 40
1.74' L
4+60
2.07' L
WET BFR
EXISTING THUNDER HILLS
SEWER INTERCEPTOR
EXISTING THUNDER HILLS
SEWER INTERCEPTOR (CIPP)
EXISTING THUNDER HILLS
SEWER INTERCEPTOR
(ABANDON)
PROPOSED LOCATIONS OF
GRAVITY WALL OR ROCKERY
PROPOSED LOCATIONS OF
PARALLEL SEWER PIPE
PROPOSED LOCATION OF
IMPROVED GRAVEL ROAD
PROPOSED LOCATION OF
IMPROVED PAVED AREAS
WETLAND BUFFER
BOUNDARY
110
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. . . . . . .EX.
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.........
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EX. 12" DI
95
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U•LVERT•INL
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70
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. (NW) ....
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X.-M-H••2309
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I.M=82.13±.
.........
:::::::::IE:=:6:3:.35:SE
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...... VERT SCALE:
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.
........ 1„ 5,
60
1+00
1+20
1+40
1+60
1+80
2+00
2+20
2+40
2+60
2+80
3+00
3+20
3+40
3+60
3+80
4+00
4+20
4+40 4+60
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
L/\ JJIVII I LJVJ
RIM= 82.15
IE CNTR CHNL= 63.35
SCALE
20 0 20 40
(FEET)
1 INCH = 20 FT
CIPP REHAB
NEW HDPE
PUGET SOUND
ENERGY
9070
1 _
co
W
z
C..)
S-392131
KEY MAP
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
RECORD DRAWING
ARWAM ff
DAIS
NW 20-23-05
N
roll
PROPOSED SEWER � OFFSET AND
INVERT TABLE
STA:
OFFSET
INVERT
4+60
2.07' L
—
4+ 80
2.40' L
—
5+ 00
2.74' L
—
5+ 20
1.45' L
—
5+40
0.62' L
—
5+60
0.28' L
—
5+ 80
0.06' R
—
6+00
0.39' R
—
6+20
0.73' R
—
6+40
0.67' R
—
6+60
0.46' R
—
6+70.24
0.49' R
138.68'
6+80
0.26' R
—
7+ 00
0.05' R
—
7+ 17.84
0.15' L
144.01 '
7+ 20
0.43' L
—
7+ 40
1.89' L
—
7+60
3.35' L
—
7+ 80
4.57' L
—
8+ 00
3.02' L
—
8+20
1 1.88' L
—
EXISTING THUNDER HILLS
SEWER INTERCEPTOR
EXISTING THUNDER HILLS
SEWER INTERCEPTOR (CIPP)
EXISTING THUNDER HILLS
SEWER INTERCEPTOR
(ABANDON)
PROPOSED LOCATIONS OF
GRAVITY WALL OR ROCKERY
PROPOSED LOCATIONS OF
PARALLEL SEWER PIPE
PROPOSED LOCATION OF
IMPROVED GRAVEL ROAD
PROPOSED LOCATION OF
IMPROVED PAVED AREAS
WET BFR WETLAND BUFFER
BOUNDARY
145
100
4+60
4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20
145 165
6+40
NEW HDPE
r- —
PUGET SOUND
ENERGY
9070
M
2
C/) \
O
165
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.
::::::::EXISTING GRADE AT ...:::
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.. ...
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55
PROPOSED GRADE AT :
....... .
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155
CL OF PATH (TYP.).
........
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.......p:.
145
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140
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4:
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ite::;0..
....
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kAgA
:::::::::
::::.....
400.1, SHEE
52
STD
DETAIL
......
.........
.....:. 0� SS
12
.........
.........
.........
STA.::::.:.
'7+'80.
:... L:
:::::...
::
::::::::
:::::::::
:::::::::
:::::::::
.....
3,'=5�.78L
.........
.........
.........
.........
.........
RI-M=
: 1.52.68±. .
1 30
....
::
.........
.........
.........
.........
.........
.........
I:E:-T^T
:14:6:42
:s :::
130
........
.........
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125
.........
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125
.........
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120
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........
........
VERT SCALE:
1 „ - 5'
120
6+40
6+60
6+80
7+00
7+20
7+40
7+60
7+80
8+00 8+20
NEW HDPE 1011
/ WOODCLIFFE APTS.
EX SDMH LID
ED RIM= 152.17
—PROPOSED CITY OF REN TON
SEWER AND ACCESS EASEMENT (TYP) EX CENTER OF 7'
0 STRUCTURE
THUNDER HILLS CREEK EX EXPOSED TOP OF
STRUCTURE
NEW SSMH 02
NEW SSMH 01. _� 1� \\`� \\ • • \ \�C ���� — M
�.
CHgNNEL
12" D► I O
ABAND
I /+
f
2
EX SDI
IE 16"CMP SE= 100.94
INLET NOT LOCATED
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
go
8+00
RECONNECT ��—ii��i EXISTING CITY OF RENTON 20
SS EXISTING -���=i
� , �/ � SEWER AND ACCESS EASEMENT (TYP) ........ To,P.
5LF 8" PVC
1-8" COUPLING
EX SSMH2730
RIM= 153.00 BERKSHIRE APTS.
IE NE= 144.4
IE SW= 144.5
SCALE
20 0 20 40
(FEET)
1 INCH = 20 FT
S-392132
KEY MAP
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
RECORD DRAWING
MM
NW 20-23-05
N
PROPOSED SEWER
q OFFSET AND
INVERT TABLE
S TA:
OFFSET
8+20
1.88'
L
8+40
1.51'
L
8+60
1.09'
L
8+ 80
0.15'
L
9+00
0.83'
R
9+20
1.63'
R
9+40
2.28'
R
9+60
2.75'
R
9+80
3.04'
R
10+00
2.66'
R
10+20
1.86'
R
10+40
1.28'
R
10+60
0.93'
R
10+ 80
0.80'
R
11 +00
0.90'
R
11+20
1.22'
R
11 +40
1.77'
R
11+60
2.54'
R
11 +80
3.46'
R
EXISTING THUNDER HILLS
SEWER INTERCEPTOR
EXISTING THUNDER HILLS
SEWER INTERCEPTOR (CIPP)
EXISTING THUNDER HILLS
SEWER INTERCEPTOR
(ABANDON)
PROPOSED LOCATIONS OF
GRAVITY WALL OR ROCKERY
PROPOSED LOCATIONS OF
PARALLEL SEWER PIPE
PROPOSED LOCATION OF
IMPROVED GRAVEL ROAD
PROPOSED LOCATION OF
IMPROVED PAVED AREAS
WET BFR WETLAND BUFFER
BOUNDARY
EX EXPOSED SECTION
OF 12"CMP
M
N _ N
N PN
CAP & ABANDON
EXISTING SS
1100
(ABANDON)
Q
---_
--
W
9+00
- --�-- -- -- -
.
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
NEW HDPE
WOODCLIFFE APTS.
9112
THUNDER HILLS CREEK
PROPOSED CITY OF RENTON
20' SEWER AND AND
ACCESS EASEMENT (TYP)
7
14LW 53LF ± t$ F'VG Q 5=UJZ/U
SEE PROFILE: THIS SHEET
—
9113
I ��
EXISTING CITY OF RENTON
EX
SSMH 2734
20' SEWER AND ACCESS
RIM=
168.20 ±
BERKSHIRE APTS.
EASEMENT (TYP)
IE NE=
159.95 ± .�
IE SW=
160.05 ±
20 0 SCALE 20 40
( FEET)
1 INCH = 20 FT
SURVEYED:
DLB
HORIZ SCALE:
„
1 =20'
DESIGNED: aPW
DRAWN:
• RP
ONE INCH
CHECKED: BPW
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
N 0,
REVISION
BY
DATE
AP P R
APPROVED:
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
8" HDPE SERVICE CONNECTION PROFILE
S-392133
KEY MAP
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
RECORD DRAWING
IMM
DATE:
�,, _ THUNDER HILLS SEWER 10/20/2022
C TY OF INTERCEPTOR REHABILITATION FIELDBOOK:
" L RENTON PAGE:
WWP-27-03921 DRAWING NO:
Planning/Building/Public Works Dept. SEWER PLAN AND PROFILE STA. 8+20 - 11 +80
SHEET: OF:
33 68
NW 20-23-05
N
roll
w
Q
z
W
J
Li
U
W
U
d
W
Cn
PROPOSED SEWER
(� OFFSET AND
INVERT TABLE
STA:
OFFSET
11 + 80
3.46'
R
12+00
1.82'
R
12+20
3.03'
L
13+60
2.11'
R
13+80
0.67'
R
14+ 00
0.19'
L
14+20
0.46'
L
14+ 40
0.14'
L
14+60
06'
R
14+ 80
—0.
0.29'
L
15+ 00
0.00'
L/R
15+20
0,41'
L
EXISTING THUNDER HILLS
SEWER INTERCEPTOR
EXISTING THUNDER HILLS
SEWER INTERCEPTOR (CIPP)
EXISTING THUNDER HILLS
SEWER INTERCEPTOR
(ABANDON)
PROPOSED LOCATIONS OF
GRAVITY WALL OR ROCKERY
PROPOSED LOCATIONS OF
PARALLEL SEWER PIPE
PROPOSED LOCATION OF
„.
.:
IMPROVED GRAVEL ROAD
PROPOSED LOCATION OF
IMPROVED PAVED AREAS
WET BFR
WETLAND BUFFER
BOUNDARY
185
185 200
.........
.........
...PROPOSED
.
GRADE..
. AT CL OF PATH ::
... ....i........
END OF NEW
I ......... I.........
:: EXISTING GRADE :::::::
.......
:::::::::
.........
: :
.........
.........
.
.
.(TYP.) ::
::: GRADING
......... ......
: AT CL OF PATH
.. ......
.........
.
........
::::::.EXISTIN(
::::::::
:::::::
:::::::::
::::::::
::::::
::
:::::::::
:::::::::.........::TO
BE I
180
::::::
:::::::
:::::::::
:::::::::
::::::.::
:::::::::
:::::::::
:::::::::
180
195
:::::::::
:::
175
..... .
...:..................................................................
.
.........
.........
.........
.........
.........
.........
.........
175
190
.........
...........
...
.......
.......
.......
. . .
.........
.........
.........
.........
.........
.........
.........
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Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
NEW HDPE
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0 STRUCTURE
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PM
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200
195
190
185
175
170
-- 165
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NEW HDPE
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VERY LOCATION AND NOTIFY HILLS CREEK
ENGINEER OF ANY
DISCREPANCIES.
f-- —_ __
NOTE:
CONTRACTOR IS REQUIRED TO CONTACT
OLYMPIC PIPELINE ((425)-981-2575)
MIN 48 HOURS PRIOR TO WORK IN THE
PROXIMITY OF GAS LINE
S-392134
KEY MAP
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
NW 20-23-05
N
U
W
U
d
W
Cn
PROPOSED SEWER
q OFFSET AND
INVERT TABLE
S TA:
OFFSET
15+20
0.41' L
15+ 40
1.53' L
15+60
1.77' L
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1.77' R
16+20
0.92' R
16+40
2.02' R
EXISTING THUNDER HILLS
SEWER INTERCEPTOR
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215
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r
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WET BFR WETLAND BUFFER
BOUNDARY
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
rUUL I JUUINU
ENERGY
e
SCALE
PUGET SOUND � /
ENERGY \� � �
EX SSMH 2706
RIM= 201.05
IE NE= 191.65
IE SW= 191.45
20 0 20 40
(FEET)
1 INCH = 20 FT
2"ADS 0000
EAGLE RIDGE ESTATES
i
PLUG AND ABANDON
�X, 10" SS W/
CONCRETE PLUG
CIPP REHAB
PROPOSED CITY OF RENTON
SEWER AND ACCESS EASEMENT
(TYP)
THUNDER HILLS CREEK
O
CO
S-392135
KEY MAP
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
RECORD DRAWING
AP 40M BY
DAZE
NW 20-23-05
N
U
W
U
d
W
W
WET BFR
235
NEW STORM DRAIN
SEE EXISTING ACCESS
IMPROVEMENTS SHEETS
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EXISTING THUNDER HILLS
SEWER INTERCEPTOR
EXISTING THUNDER HILLS
SEWER INTERCEPTOR (CIPP)
EXISTING THUNDER HILLS
SEWER INTERCEPTOR
(ABANDON)
PROPOSED LOCATIONS OF
GRAVITY WALL OR ROCKERY
PROPOSED LOCATIONS OF
PARALLEL SEWER PIPE
PROPOSED LOCATION OF
IMPROVED GRAVEL ROAD
PROPOSED LOCATION OF
IMPROVED PAVED AREAS
WETLAND BUFFER
BOUNDARY
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
PROPOSED CITY OF RENTON
SEWER AND ACCESS EASEMENT
E(TYP)
�\
EX SDI \
IE 12"CONC N= 208.12
INLET NOT LOCATED
SCALE
20 0 20 40
(FEET)
I INCH = 20 FT
1_ L
CIPP REHAB
I
rV C`C`A AI I n 7 r 7
TOP SW= 231.65
S-392136
KEY MAP
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
RECORD DRAWING
DAM
NW 20-23-05/SW 20-23-05
N
roll
w
Q
z
W
J
L_
Z
O
Cn
W
U
W
U
a
w
PROPOSED SEWER
(� OFFSET AND
INVERT TABLE
STA:
OFFSET
24+40
4.27' R
24+60
3.35' R
24+80
1.90' R
25+00
0.33' L
25+20
1.53' L
25+40
0.39' L
25+60
1.39' L
WET BFR
EXISTING THUNDER HILLS
SEWER INTERCEPTOR
EXISTING THUNDER HILLS
SEWER INTERCEPTOR (CIPP)
EXISTING THUNDER HILLS
SEWER INTERCEPTOR
(ABANDON)
PROPOSED LOCATIONS OF
GRAVITY WALL OR ROCKERY
PROPOSED LOCATIONS OF
PARALLEL SEWER PIPE
PROPOSED LOCATION OF
IMPROVED GRAVEL ROAD
PROPOSED LOCATION OF
IMPROVED PAVED AREAS
WETLAND BUFFER
BOUNDARY
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
265
265
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240
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225
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225
:,:��: _: 5f ::
22+20
22+40
22+60
22+80
23+00
23+20
23+40
23+60
23+80
24+00
24+20
24+40
24+60
24+80
25+00
25+20
25+40
25+60
2
co
C)
N
N
Q ;
W
I
20 0 20 40
(FEET)
1 INCH = 20 FT
CIPP REHAB
PROPOSED CITY OF RENTON
SEWER AND ACCESS EASEMENT
(TYP)
EX 6' HIGH CHAIN LINK FENCE
(TURNS AND CONTINUES NORTH FROM
n I1A/ rn In nnln rAC` rnnnA C`r rnln\
It 5E= :2 5Y.0 /
IE SW (SERVICE)= 239.67
NEW HDPE
1 - c-TnrnnA r
EX SDI
IE 12"ADS SW= 252.71
INLET NOT LOCATED
S-392137
KEY MAP
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
RECORD DRAWING
AMOM UY
DATE
SW 20-23-05
N
roll
PROPOSED SEWER
q OFFSET AND
INVERT TABLE
STA:
OFFSET
25+80
2.63'
L
26+00
3.09'
L
26+20
2.77'
L
26+40
1.66'
L
26+60
0.05'
R
26+80
1.78'
R
27+00
319'
R
27+20
3.47'
R
27+40
2.89'
R
27+60
1.47'
R
27+80
0.32'
L
28+00
0.62'
L
28+ 20
0.69'
R
28+ 40
3.56'
R
28+60
5.14'
R
28+80
4.28'
R
EXISTING THUNDER HILLS
SEWER INTERCEPTOR
EXISTING THUNDER HILLS
SEWER INTERCEPTOR (CIPP)
EXISTING THUNDER HILLS
SEWER INTERCEPTOR
(ABANDON)
PROPOSED LOCATIONS OF
ri GRAVITY WALL OR ROCKERY
PROPOSED LOCATIONS OF
PARALLEL SEWER PIPE
PROPOSED LOCATION OF
IMPROVED GRAVEL ROAD
PROPOSED LOCATION OF
IMPROVED PAVED AREAS
W1 31 k WETLAND BUFFER
BOUNDARY
NEW HDPE
9013 -\
r \
PROPOSED CITY OF RENTON
1� SEWER AND ACCESS EASEMENT \ \
(TYP)
2 I r� :ZZ�
Z / 00
� I00
• I I
1
CHANNEL
r QQ� I 1
\ EX 1 \
-� LO l
CN
\
co =26+Uu
Q
0
PLUG AND ABANDON
EX. 10" SS W/ \
CONCRETE PLUG
9114
WOODCLIFFE
r NEW SSMH 08
z ................. .6 ND V QN°o
E X S S M H
I%//�� \\_`� : CHANNEL _ 1303/ 1 \ r
�. _/�// I /j/ — —� — �- XI�UG EX S� Ali \
AgA(VDON EX MH
TOP N EDGE OF
CONC STRUCTURE 1
i EX SDMH /•'
RIM= 281.48
THUNDER HILLS CREEK EX SDI j �P
IE 24"CONC E= 282.37
EX 24"CONC
TOP E= 285.54
TOP W= 284.74
!itantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
SCALE
20 0 20 40
(FEET)
I INCH = 20 FT
±94 LF CIPP
N_ O.
n�k2
NOTE:
CONTRACTOR TO COMPLY WITH ALL RULES AND
REGULATIONS PERTAINING TO REMOVAL OF
NONFRIABLE AC PIPE. NO SANDING, GRINDING,
ABRADING, OR SAWING WILL BE ALLOWED
UNLESS IT IS HANDLED AS FRIABLE AC PIPE.
AC PIPE DISPOSAL PER PUGET SOUND AIR
POLLUTION AGENCY REQUIREMENTS
EX SSMH-
325
J J
l
IN
S-392138
KEY MAP
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
RECORD DRAWING
320
SW 20-23-05
320
N
rill
R
U
W
U
d
W
Cn
Z)
EXISTING THUNDER HILLS
SEWER INTERCEPTOR
EXISTING THUNDER HILLS
SEWER INTERCEPTOR (CIPP)
EXISTING THUNDER HILLS
SEWER INTERCEPTOR
(ABANDON)
PROPOSED LOCATIONS OF
GRAVITY WALL OR ROCKERY
PROPOSED LOCATIONS OF
PARALLEL SEWER PIPE
"' PROPOSED LOCATION OF
,., IMPROVED GRAVEL ROAD
PROPOSED LOCATION OF
IMPROVED PAVED AREAS
WET BFR WETLAND BUFFER
BOUNDARY
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
SCALE
20 0 20 40
(FEET)
1 INCH = 20 FT
- -o
--------------- -------------------
EX CB
RIM= 317.18
RIM= \ 312.42 ---- - ___IE 36"CONC N= 309.38\ IE 16"CMP W= I305.42 - - - - - - IE 32"CONC E= 309.88__�
IE 32"CONC S= 310.68
EX. 10" CONC. SS
\ FOG1 LINE i FOG LINE
GRANT AVE S
` CB312 —
77 5.12
62 ` P PED
ER4 R' AM3--AC--EEq _S_EW� EN o %I
\ems EX CB
RIM= 318.29 1
\ IE 32"CONC E= 310.49
44 \\ IE 12"CMP S= 312.49 0
\� IE 36"CONC W= 310.49 �\
EX SSMH
2326
C9 / / / \ �\
30+00
TQ
LO p 30+83.
. p .. p..'.'
N M M
CIO
T S AL \
C 9114 \ I
WOODCLIFFE
EX 12"CMP \ \ I
TOP N= 287.32
TOP S= 288.47 \ I
IE 12"CMP= 286.32
a
lS_'
-EX CB
RIM= 318.14
IE 12"CONC W= 316.34
-EX CB y'
RIM= 318.13
IE 32"CONC N= 311.33
IE 12"CONC E= 314.13
IE 24"CONC S= 311.33 -'
EX SDI
IE 12"CONC N= 307.27
OUTLET NOT LOCATED
S-392139
KEY MAP
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
RECORD DRAWING
SEC-1 1 +00 SEC-2 1 +50 SEC-3 2+00 SEC-4 2+50
N
ri1
V
w
90
85
80
75
70
65
60
100
96
92
88
84
80
76
72
—50 —40 —30 —20 —10 0 10 20 30 40 5(Y —50 —40 —30 —20 —10 0 10 20 30 40 5(Y —50 —40 —30 —20 —10 0 10 20 30 40 5Y —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 0
SEC-5 3+00 SEC-6 3+50 SEC-7 4+00 SEC-8 4+50
105
100
95
90
85
80
90
88
85
84
80 80
76
75
72
70
68
65
64
0 60
95
88
90
84
80 85
76
80
72
75
68
70
64
0 65
100
92
95
88
90
84
80 85
76
80
72
75
68
5 70
120
116
112
108
104
100
96
5 —50 —40 —30 —20 —10 0 10 20 30 40 5Y —50 —40 —30 —20 —10 0 10 20 30 40 5(Y'-50 —40 —30 —20 —10 0 10 20 30 40 5Q —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 6Q
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
110
104
100 105
96
100
92
95
88
90
84
0 85
SCALE
20 0 20 40
( FEET )
1 INCH = 20 FT
115
108
110
104
rL�Z�i[�1r
96
100
92
95
88
120
112
115
108
110
104
iL�Z�iL�1r".
96
100
92
0 95
VERT SCALE:
i — -J S-392140
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
APPROVED BY
DATE
SEC-9 5+00 SEC-10 5+50 SEC-11 5+60.83 SEC-12 6+00
N
r�1
U
w
U
d
W
Cn
N
O
N
N
00
Lv
Q
0
CD
z
O
IL
160 165
156
160
152
155
148
150
144
140 145
136
140
132
135
128
130
124
20 125
165
164
160 160
156
155
152
150
148
145
144
140 140
136
135
132
130
128
25 125
170
164
160 165
156
160
152
155
148
150
144
140 145
136
140
132
135
128
25 130
135
130
125
120
115
110
105
100
95
152
148
144
140
136
132
128
124
120
g 11 1116
—50 —40 —30 —20 —10 0 10 20 30 40 5Q —50 —40 —30 —20 —10 0 10 20 30 40 50 —50 —40 —30 —20 —10 0 10 20 30 40 5a15
SEC-13 6+50 SEC-14 6+67.37 SEC-15 7+00 SEC-16 7+50
160
155
150
145
140
135
130
125
120
140 145
136
140
132
135
128
130
124
120 125
116
120
112
115
108
—50 —40 —30 —20 —10 0 10 20 30 40 5a 05 110
96
5 105
140
132
135
128
130
124
120 125
116
120
112
115
108
110
104
100 105
155
144
140 150
136
145
132
140
128
135
124
120 130
116
125
112
120
108
05 115
168
164
160
156
152
148
144
140
136
132
—50 —40 —30 —20 —10 0 10 20 30 40 50 —50 —40 —30 —20 —10 0 10 20 30 40 50 —50 —40 —30 —20 —10 0 10 20 30 40 50 —50 —40 —30 —20 —10 0 10 20 30 40 5a30
VERT SCALE:
— --) S-392141
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
APPROVED BY
DATE
SURVEYED: HORIZ SCALE: DATE:
VERTIC1988
SCALE 1 °' — 20 1 HORIZONTAL: NAD D1983/1991 THUNDER HILLS SEWER 10/20/2022
20 0 20 4o DESIGNED: - C TY 0 INTERCEPTOR REHABILITATION
1I C �^\\ � FIELDBOOK:
Stantec DRAWN: - 0 WWP-27-03921 PAGE:
ONE INCH ]ATOM DRAWING N0:
(30 1687 114TH Avenue SE, Suite 100 Bellevue WA 1 INCH FEE
T ET CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. GRAVEL PATH CROSS -SECTIONS STA. 5+00 - 7+50
IF NOT ONE INCH
98004 phone: (425) 869-9448 www.stantec.com N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OF:
41 68
N
r�1
V
w
175
170
165
160
155
150
145
SEC-17 8+00
165
160
155
150
145
140
135
170
168
165
164
160 160
156
155
152
150
148
145
144
—50 —40 —30 —20 —10 0 10 20 30 40 50 —60 —50 —40 —30 —20 —10 0 10 20 30 4a40 180
SEC-21 9+50 SEC-22 10+00
175
172
170
168
165
164
160 160
156
155
152
150
148
45 145
SEC-18 8+41.04
170
164
160 165
156
160
152
155
148
150
144
140 145
136
35 140
SEC-19 8+50
SEC-20 9+00
170
68
165
64
60 160
56
155
52
150
48
145
44
m0 140
180
176
172
168
164
160
1156
55
—50 —40 —30 —20 —10 0 10 20 30 40 5a
48
—50 —40 —30 —20 —10 0 10 20 30 40 50 —50 —40 —30 —20 —10 0 10 20 30 40 50 —60 —50 —40 —30 —20 —10 0 10 20 30 4a45
175
172
170
168
165
164
160 160
156
155
152
150
148
45 145
168
164
160
156
152
148
144
—60 —50 —40 —30 —20 —10 0 10 20 30 4a40
76 SEC-24 11 +00
180
72
175
68
170
64
60 165
56
160
52
155
VERT SCALE:
— -J S-392142
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
APPROVED BY
DATE
SURVEYED: HORIZ SCALE: DATE:
SCALE °LB 1 =20' VERTICAL: NAVD 1988
83/1 4" _ THUNDER HILLS SEWER / /
20 0 20 40 DESIGNED: BPW HORIZONTAL: NAD 1983/1991 �� CITY 0 10 20 2022
INTERCEPTOR REHABILITATION FFIIAELLDBOOK:
Stantec DRAWN: LRP _ R E N T O N WW P-27-03921
DRAWING N0:
ONE INCH DATUM
(JO 1687 114TH Avenue SE, suite 100 Bellevue WA ( FEET ) CHECKED: BPW AT FULL SCALE Planning/Building/Public Works Dept. GRAVEL PATH CROSS -SECTIONS STA. 8+00 - 11 +00
IF NOT ONE INCH
98004 phone: (425) 869-9448 www.stantec.com 1 INCH = 20 FT N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OF:
42 68
N
r�1
I*
V
w
SEC-25 11 +50
185
175
170
165
16050 —40 —30 —20 —10 0
SEC-26 12+00
185
184
180 180
176
175
172
170
168
165
164
10 20 30 40 5a60
16050 —40 —30 —20 —10 0
SEC-27 12+50
190
184
180 185
176
180
172
175
168
170
164
10 20 30 40 5a60
16560 —50 —40 —30 —20 —10 0
188
184
180
176
172
10 20 30 4a65
VERT SCALE:
1 " = 5'
S-392143
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
RECORD DRAWING
IM
SURVEYED: HORIZ SCALE: DATE:
SCALE °LB 1 =20' VERTICAL: NAVD 1988
83/1 4" _ THUNDER HILLS SEWER / /
20 0 20 40 DESIGNED: BPW HORIZONTAL: NAD 1983/1991 �� CITY 0 10 20 2U22
INTERCEPTOR REHABILITATION FFIIAELLDBOOK:
Stantec DRAWN: LRP _ R E N T O N ONE INCH DATUM WW P-27-03921
DRAWING N0:
(JO
1687 114TH Avenue SE, suite 100 Bellevue WA ( FEET ) CHECKED: BPW AT FULL SCALE Planning/Building/Public Works Dept. GRAVEL PATH CROSS -SECTIONS STA. 11 +50 - 13+00
IF NOT ONE INCH
98004 phone: (425) 869-9448 www.stantec.com 1 INCH = 20 FT N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OF:
43 68
N
ri1
V
w
195
190
185
180
175
170
165
200
196
192
188
184
180
176
172
—40 —30 —20 —10 0 10 20 30 40 50 60 —40 —30 —20 —10 0 10 20 30 40 50 60 —40 —30 —20 —10 0 10 20 30 40 50 6d —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 6a70
SEC-33 14+50 SEC-34 15+00 SEC-36 16+00
205
200
195
190
185
180
175
170
SEC-29 13+50 SEC-30 13+86.24 SEC-31 14+00 SEC-32 14+17.73
200
192
195
188
190
184
180 185
176
180
172
175
168
65 170
196
195
192
190
188
185
184
fiF:Z�iE:Z�
176
175
172
70 170
208
FMIU tWW Q
196
195
192
190
188
185
184
176
175
172
70 170
215
............................................................................................................
............................................................................................................
...... ....... : 212 .. ... .. .. .. .
SEC-35 15+50::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::
215 ..... ....... ....... ....... ....... ....... ....... ....... .......
204
200 210
196
205
192
200
188
195
184
11 11176
—40 —30 —20 —10 0 10 20 30 40 50 60 —50 —40 —30 —20 —10 0 10 20 30 40 50 75 185
180
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
210
204
200 205
196
200
192
195
188
190
184
180 185
176
180
172
70 175
SCALE
20 0 20 40
( FEET )
1 INCH = 20 FT
210
..........................
................................................................................
......
.......
.......
.......
.......
.......
.......
.......
.......
.......
........
208
212
.......
.......
.......
............
.......
.......
.......
.......
.......
.......
:.......::
............................
::
::
:
: ......
205
.........
::::::::::::::::::::::::::::::::::::
.........
:::::::::::::
:::::::
:::::::
:::::::
:::::::
:::::::::::::::.:.:.:....:.:.:..
204
......
.......
.......
.......
.......
....
...........
.
208
.......
.......
.......
.......
................
.........
...................
...........
...........
......
.......
.......
.......
.......
.......
.......
.......
... ...........
.......
.......
204
.......
.......
.......
.......
.......
.......
.......
.......
.......
.......
....
.......
......
.......
.......
.......
.......
.......
.......
.......
........
�........
............
....................................
.
......
.........................
196
200
195
.........
:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::
::::::::::::::::::
......
.......
.......
.......
.......
.......
.......
.......
......
EXST. 10"DI
......
.......
.......
.......
.......
.......
.......
.......
(ABANDON)
192
196
.......
.......
.......
.......
.......
.......
.......
.......
K
.......
.......
.......
.........
.........
.........
......
.......
........
::::::::::
188
192
.......
.......
.......: NEW 12 IPS .:.:
:..................................................
:.......::.......::........
DR21 HDPE....:.:......::.......::.......::.......::.......::.......:
......
.......
.......
.......
.......
184
188
.......
............................................................................................................
.......
.......
.......
.......
.......
.......
.......
.......
.......
.......
.......
............................................................................................................
184
............................................................................................................
.........
.........
.............................................
.........
.........
.........
.........
.........
.........
.........
.........
.........
.........
:..
176
80
175
75
—50 —40 —30 —20 —10 0 10 20 30 40 50 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60
VERT SCALE:
— -J S-392144
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
APPROVED BY
DATE
SEC-37 16+50
SEC- 38 17+ 00
SEC-39 17+50
SEC-40 18+00
N
ri1
V
w
215
210
205
200
195
215
212
210
208
205
204
200 200
196
195
220
212
215
208
210
204
200 205
196
200
220 225
216
220
212
215
208
210
204
200 205
...... ....... ....... ....... ....... ....... ....... ....... ....... ....... 192 ....... ....... ....... ....... ....... ....... 192 ....... ....... ....... ....... ....... ....... ....... ....... .......
....:....: ::::::::................ :.:.:....: ,.,.,.... ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: 1196
19050 —40 —30 —20 —10 0 10 20 30 40 5690 19050 —40 —30 —20 —10 0 10 20 30 40 5690 19550 —40 —30 —20 —10 0 10 20 30 40 5695 200
SEC-41 18+50
230
225
220
215
210
205
235
228
230
224
220 225
216
220
212
215
208
210
204
200' 300 205
—50 —40 —30 —20 —10 0 10 20 30 40 5
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
SEC-42 19+00
235
232
230
228
225
224
220 220
216
215
212
210
SEC-43 19+50
224
220
216
212
208
204
200
19550 — 40 ::� 30 ::::� 20 ::::� 1:0 :::::: I ::::::::10:::::::20 ::::::30 ::::::40 ::::::5; 95
SEC-44 20+00
235
232
230
228
225
224
220 220
216
215
212
210
232
228
224
220
216
212
208 ....... ....... ....... ....... ....... ::: 208 ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ........ 208
204 205 —50 —40 —30 —20 —10 0 10 20 30 40 5305 20560 —50 —40 —30 —20 —10 0 10 20 30 40 50 6�05
200'
I I I I I I I I I 00
— 50 —40 —30 —20 —10 0 10 20 30 40 5�
SCALE
20 0 20 40
( FEET )
1 INCH = 20 FT
VERT SCALE:
i — S-392145
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
AMMXNM BY
DATE
1�
SEC-45 20+19.88
SEC-46 20+50
SEC-47 20+70.94
SEC-48 21 +00
N
U
W
230
225
220
215
L40
240
235
230
225
235
228
230
224
220 225
216
220
LIFO
244
240 240
236
235
232
230
228
225
224
235
232
230
228
225
224
220 220
LZ)U
244
240 245
236
240
232
235
228
230
224
235
232
230
228
225
224
220 220
LUU
248
250
244
240 245
236
240
232
235
232
228
224
220
252
248
244
240
236
.............................................................................................
...... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... .... ....... ....... ....... ....... ....... ........ 232
22050 —40 —30 —20 —10 0 10 20 30 40 5320 22050 —40 —30 —20 —10 0 10 20 30 40 5320 22550 —40 —30 —20 —10 0 10 20 30 40 5325 230 —50 —40 —30 —20 —10 0 10 20 30 40 5330
SEC-53 23+50
255
250
245
240
265
252
260
248
255
244
240 250
SEC-54 24+00
on
270
264
260 265
256
260
252
255
248
SEC-55 24+50
270
268
265
264
260 260
256
255
SEC-56 24+56.64
268
264
260
256
.................
.........I.........I
......................................................
..
...................................
.....................................................................�...................
.........................252
:.:.:....:.:.:.::.:.:.:.::.:.:.:.::.::.:.::.:.:.:.::.:.:.:.::.:.:.:.::.:.:.:....:.:.:..
I....................
235
...
.........
.........
....................
EXISTING 10 AC CIPP
..........................................
.......
.......
.......
.......
.....236
.......
245
.......................................................................
...... EXISTING 12 DI (CIPP) :...
:......
�
.......
.......
.......
.......
...
.......
250
...
:.......::.......:::
................
.....................
...
12
.....
.......
...........................
...
.......
...
.......
250
.......
:.......::..........
....... ......I.....I........
:::
...
NEW 12" IPS
.....
.......
.......
... .......
..
.......
.......
.......
.......
.........
.........
.........
........::.......::.......::.......::.......::.......:
NEW IPS
..
..
.....
..........................................................................................
................
2 44
::
1 H P
DR2 HDPE :.............
...... .......
....
.. ..
/ .....
..
.
.......
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.....
::::::::::::.:.:.:..:.:.:.:
....
EX T 1 I .:.:.::..:......�......
S 2 D
.
248
EXST. 12 DI
.
248
...................................
...................................
..
....
REMOVE AND .:.:..
...
.......
.......
.......
REMOVE AND:.:.:.:
........ :.:.:.
....
.......
::::::.:.:.:....:.:.:..
.......
.......
.......
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.......;
......30
......40
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......30
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LAC ..................................................
.
PLA RE CE
0.......20
0.......20
230 — 30 240 40 245 0
50 — 40 30 20 10 50 40 30 20 10 50 40 30 R20 10
10 20 30 40 5645 24550 —40 —30 —20 —10 0
10 20 30 40 5345
VERT
SCALE:
"
1
= 5' S-392146
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
SCALE
20 0 20 40
(FEET)
1 INCH = 20 FT
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
APPROVED BY
DATE
SEC- 57 25+00
SEC-58 25+06.01
SEC-59 25+50
SEC-60 26+00
N
ri1
U
w
270
265
260
255
270
268
265
264
260 260
256
255
275
268
270
264
260 265
256
260
275
272
270
268
265
264
260 260
272
268
264
260
.
. ......
.......
.......
.......
.....
.......
......
1:.:...::.:.:.:.::.:.:.:....:.:.:..
......
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.......
.......
.......
.......
.......
.....
......
....
.......
.......
.252
.......
.......
.......
V
L C
.... ......
.......
..
:::: :::::::::....................
.......
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....
.:.:....:.:.:..
.......
256
.......
.......
.......
.......
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..
.....
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n ....
EXST 12 DI
.......
:2
56
............................................
:........
..:.:.:....:...............................
::.:.:.::.:.:...............................
.......
:.......::.......::.......::.......::......:
.......
.......
.......
......
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:.......
.......
:.......::.......::.......::.......::.......::.......:.
.......
.......
.......
.......
.......
ABANDON ..............
)
250
.........................................................................................
250.........................................................................................
..............
255............................................
.........................
255........................................................�.
:':':':'::':'.':'::':':...............................
..:.:.:....:.:.:'::':':':'::':.:.:.::.:.:.:.::.:.:.:.
.........
.........
....
::::::::::::::::::::::::..............................
:::::::
:::............::::..
..:.:.:....:':':'':':':'':':':'':':':'':':':'':::.............................
.......
.......
.......
.......
.......
............
.......
...........
EXST. 12 DI .
. .....:.
4
248
.......
.......
.......
.......
.......
.......
... EXST. 12 DI
.....:.
248
.......
.......
.......
.......
.......
.......
....
...
..
.......
.......
.......
.......
.......
.......
.......
.......
.......
...
...
::.......::.......::.......::.......::.......::.
..........................:.
(REMOVE AND ....:.:.:.
....
........................
:: (ABANDON) ....:.:.:.:
...
.........................
T 1 EXS 2D
......
252
.......
.......
.......
.......
.......
.......
.......
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.......
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252
.......
...................
.......
.......
...... .
REPLACE
....
.
.......
.......
....... ..............................
.......
.......
.......
.......
.......
.........
.......
...
..
.
........................................................
.......
.......
.......
.......
.......
.......
... ABANDON
...
....
.......
.......
.......
.......
.......
.......
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...
2
2
10
25050
10
250
10
—50
—40 —30 —20 —10 0 10 20 30 40
5�45
—50
—40 —30 —20 —10 0 20 30 40
5�45
—40
—30 —20 —10 0 20 30 40
5�50
—40 —30 —20 —10 0 20 30 40 5350
SEC-61 26+50
SEC-62 27+00
SEC-63 27+35.72
SEC-64 27+50
280
280
285
285
290
...................................
................................................................
::::::
284
...................................
::::::
28 4
..........................................................................................
275
270
265
260
LJV
285
280
275
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
276
280
272
275
268
270
264
260 265
LyZ)
288
290
284
280 285
276
280
SCALE
20 0 20 40
( FEE T )
1 INCH = 20 FT
280 280
276
275
272
270
268
265
264
LJZ)
292
290
288
285
284
280 280
280 285
276
280
272
275
268
270
264
LyZ)
292
290
288
285
284
280 280
288
284
280
276
272
292
288
284
280
VERT SCALE:
S-392147
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
APPROVED By
IDATE
N
ri1
M
z
O
W
V
w
W
W
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
SCALE
20 0 20 40
( FEET )
1 INCH = 20 FT
S
J
VERT SCALE:
1 " = 5'
S-392148
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
RECORD DRAWING
IMM
N
roll
W
Q
Z
W
J
L,
TEMPORARY EROSION/SEDIMENTATION
CONTROL NOTES:
1. THIS TEMPORARY EROSION/SEDIMENTATION CONTROL (TESC) PLAN DOES NOT
CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G.
SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION
FACILITIES, UTILITIES, ETC.)
2. CONTRACTOR REQUIRED TO SUBMIT TESC AND DEWATERING PLAN TO OWNER
AND ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION.
3. CONTRACTOR AND AN ON -SITE REPRESENTATIVE OF OWNER WILL REVIEW THE
INSTALLATION, MAINTENANCE AND PERFORMANCE OF THE TESC MEASURES
SHOWN ON THE APPROVED PLANS. THE TESC OBSERVER OR PERMITTING
AGENCY MAY RECOMMEND ADDITIONAL MEASURES OR CHANGES TO THE
TESC PLAN THAT ARE WARRANTED DURING CONSTRUCTION. THE
CONTRACTOR AND OBSERVER WILL EXAMINE ALL TESC MEASURES
PERIODICALLY DURING THE CONSTRUCTION PERIOD, AND AFTER STORMS
HAVING 0.5 INCHES OR MORE OF RAINFALL IN A 24-HOUR PERIOD. THE
OBSERVER AND THE PERMITTING AGENCY HAVE THE AUTHORITY TO REQUIRE
CORRECTIVE ACTION IN ORDER TO ACHIEVE EROSION CONTROL OBJECTIVES.
4. THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSTRUCTION,
MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE TESC FACILITIES IS
THE RESPONSIBILITY OF THE CONTRACTOR. TESC MEASURES SHALL REMAIN
FUNCTIONING AND IN PLACE UNTIL THE SITE HAS BEEN STABILIZED AND THE
PERMITTING AGENCY, OWNER OR ENGINEER HAS APPROVED THE REMOVAL OF
THE TESC MEASURES.
5. AS CONSTRUCTION PROGRESSES AND UNEXPECTED SEASONAL CONDITIONS
DICTATE, ADDITIONAL TESC MEASURES MAY BECOME NECESSARY TO
PROTECT ADJACENT PROPERTIES AND TO ENSURE WATER QUALITY FOR SITE
RUNOFF. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ADDRESS
DEFICIENT TESC CONDITIONS, AND TO PROVIDE ADDITIONAL FACILITIES, OVER
AND ABOVE THE MINIMUM REQUIREMENTS OUTLINED ON THE APPROVED
PLANS AS NEEDED.
6. THE TESC FACILITIES SHOWN ON THESE PLANS MUST BE CONSTRUCTED IN
CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A
MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE
DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER QUALITY STANDARDS.
7. THE TESC FACILITIES SHOWN ON THESE PLANS ARE THE MINIMUM
REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE
CONSTRUCTION PERIOD, THESE TESC FACILITIES SHALL BE UPGRADED (E.G.
ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS
NEEDED.
8. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND
MAINTAINED AS NECESSARY TO ENSURE THEY CONTINUE TO FUNCTION.
9. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT
WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN
DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH
APPROVED ESC METHODS (E.G. SEEDING, MULCHING, PLASTIC COVERING,
ETC.)
10. ANY AREA NEEDING TESC MEASURE, NOT REQUIRING IMMEDIATE ATTENTION,
SHALL BE STABILIZED WITHIN SEVEN (7) DAYS.
11. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO
ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE
LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL
NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM.
12. WHERE MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL
BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES.
13. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED
AREAS SHALL BE REVIEWED TO IDENTIFY WHICH AREAS CAN BE STABILIZED IN
PREPARATION FOR THE WINTER RAINS. IDENTIFIED AREAS SHOULD BE
STABILIZED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON.
14. TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) MEASURES SHALL BE
IMPLEMENTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE NPDES
CONSTRUCTION STORMWATER GENERAL PERMIT, THE CONSTRUCTION
STORMWATER POLLUTION PREVENTION PLAN, ALL OTHER APPLICABLE PERMIT
CONDITIONS, AND ALL OTHER APPLICABLE FEDERAL AND STATE LAWS.
15. NOT ALL CONSTRUCTION STORMWATER BMPS ARE SHOWN ON THE TESC
DRAWINGS. SEE SWPPP FOR DESCRIPTIONS OF THE BMPS IDENTIFIED IN THE
PLAN SHEETS AS WELL AS FOR OTHER APPLICABLE CONSTRUCTION
STORMWATER BMPS.
16. TESC MEASURES AND SELECTED BMPS IDENTIFIED ON THE TESC PLAN AND IN
THE SWPPP ARE BASED ON INFORMATION AVAILABLE AT THE TIME OF THE
DRAWING AND SWPPP DEVELOPMENT. CONTRACTOR'S CERTIFIED EROSION
AND SEDIMENT CONTROL LEAD (CESCL) SHALL MODIFY TESC PLAN AND SWPPP
AS REQUIRED TO ENSURE THE REQUIREMENTS DESCRIBED IN ITEM 15 ARE
MET AT ALL TIMES.
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
2x2 WOOD POST
FENCING
MATERIAL
STAPLE TOP TIE
SELF-LOCKING TIE - NYLON 6/6 (MIN. GRADE),
r 50# MIN. TENSILE STRENGTH, UV STABILIZED
FENCING
MATERIAL
HIGH DENSITY POLYETHYLENE OR
POLYPROPYLENE MESH, AND SHALL BE
UV RESISTANT. ORANGE COLOR
1'- 0" MIN.
(DEEPER FOR
UNSTABLE SOIL)
PLACE SAND BAGS AS REQUIRED
AROUND CULVERT TO PROVIDE
SUPPORT FOR SILT FENCE
PREP
STEEL T-BAR POST
_ SELF-LOCKING TIE - NYLON 6/6 (MIN. GRADE),
50# MIN. TENSILE STRENGTH, UV STABILIZED
/ ENVIRONMENTALLY
2'- 0" SENSITIVE AREA
(DESIRABLE) ,� BOUNDARY
2x2 WOOD OR
STEEL T-BAR POST
TYPICAL SECTION
SILT FENCE - SEE
STD. PLAN 1-30.10
6'- 0" MAX.
-------------------
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---------------
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---------------------------
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C
C
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C
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art ,(
ELEVATION
HIGH VISIBILITY FENCE
49 NTS
CULVERT, BOX CULVERT, OR PIPE ARCH
END TREATMENT VARIES
SILT FENCE DESIGN
COMPOST BERM - SEE
STD. PLAN 1-80.10
CULVERT. BOX CULVERT, OR PIPE ARCH
END TREATMENT VARIES
QR�
COMPOST BERM DESIGN
GEOTEXTILE FOR TEMPORARY SILT FENCE
SEE STD. SPEC. 9-33.2(1), TABLE 6'\
b
fV
FLOW
EDGE OF GEOTEXTILE
SECTION OA
NOTE
1. Post shall have sufficient strength and durability
to support the fence through the life of the project.
ELEVATION
FENCE ON SLOPE
STATE OF
WAS INGTON
d(Jj jl (1M� REGISTERED
REGISTERED
LANDSCAPE ARCHITECT
MARK W.MAURER
CERTIFICATE NO. 000598
REouEs..
HIGH VISIBILITY FENCE
STANDARD PLAN 1-10.10-01
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
Pasco Bakotich 111 08-11-09
STATE DESIGN ENGINEER DATE
VWashington State Department of Transportation
NOTE
Perform maintenance in accordance with Standard
Specification 8-01.3(9)A and 8-01.3(15).
POST - SEE STD. SPEC. 8-01.3(9)A)
EROSION CONTROL AT CULVERT ENDS
NTS
EMBED POSTS INTO SAND
BAGS AS REQUIRED
Z
0
STATE OF
MM tMV� WASH INGTON
REGISTERED
LANDSCAPE ARCHITECT
MARK W.MAURER
CERTIFICATE NO. 000598
NOM raoNwouwcnre.aRx:nN+t srcNeosriREEvcueRem
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EROSION CONTROL
AT CULVERT ENDS
STANDARD PLAN 1-30.20-00
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
Pasco Bakotich 11l 09-20-07
STATE DESIGN ENGINEER DATE
Washington State Department of Transportation
GEOTEXTILE
POST- SEE STD.
SPEC. 8-01.3(9)A
..peO.Ope
,Opei��Pp�i;
e0�'eieeei
_ FASTEN GEOTEXTILE TO
POST EVERY 6" (IN.) O.C.
a
SELF-LOCKING TIE -NYLON 616 (MIN. GRADE),
120# MIN. TENSILE STRENGTH, UV STABILIZED
O
NOTES
1. Install the ends of the high visibility silt fence to point slightly upslope
to prevent sediment from flowing around the ends of the fence
2. Perform maintenance in accordance with Standard Specifications
8-01.3(9)A and 8-01.3(15).
3 Splices shall never be placed in low spots or sump locations- If
splices are located in low or sump areas, the fence may need to be
reinstalled unless the Project Engineer approves the installation.
4. Install silt fencing parallel to mapped contour lines.
QQo�
/
GEOTEXTILE FOR HIGH VISIBILITY SILT FENCE
COLOR - ORANGE --SEE STANDARD
SPECIFICATION SECTION
,•
9-33.2 (1), TABLE 6
NOTE
DURING EXCAVATION, MINIMIZE DISTURBING THE GROUND
AROUND TRENCH AS MUCH AS IS FEASIBLE, AND SMOOTH
SURFACE FOLLOWING EXCAVATION TO AVOID CONCENT-
RATING FLOWS. COMPACTION MUST BE ADEQUATE TO
PREVENT UNDERCUTTING FLOWS.
TYPICAL INSTALLATION DETAIL J
(STEEL POSTS SHOWN)
DocuSigrl Envelope ID. SEE CF5B6-6D2A-4E4A-B436-A317AA638878
POST -
�� WOOD OR STEEL
(TYPICAL) STATE OF
WASHITON
TYPICAL HIGH VISIBILITY SILT FENCE ��% �� LANDSCAPE
ARCHITECT
U REGISTERED
SEE NOTE 1 ¢P� WITHOUT BACKUP SUPPORT LANDSCAPE ARCHITECT
ISOMETRIC � S Q
(STEEL POSTS SHOWN) ANDRA L. SALISBIJRY
FASTEN GEOTEXTILE TO CERTIFICATE NO. 000860
POST EVERY 6" (IN.) O.C.
ENreuravr�cnmwc Ducuc.rE�m�oniciuni s�cNEoer rr�cxaxEfa.aun
FABRIC (GEOTEXTILE)
(TYPICAL)
HIGH VISIBILITY
SILT FENCE
STANDARD PLAN 1-30.17-00
SHEET 1 OF 1 SHEET
SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER
TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE
APPROVED FOR PUBLICATION
FENCE AT THE OVERLAP. JOINING SECTIONS SHALL NOT BE PLACED
Pasco Bakotich III 3122113
IN LOW SPOTS OR IN SUMP LOCATIONS-
SPLICE DETAIL
STATE DESIGN ENGINEER DATE
W ashington state Department or Tm,spmfation
(WOOD POSTS SHOWN)
-„
HIGH VISIBILITY SILT FENCE
NTS
4" MAX.
ORAINAGE GRATE TRIM
GRATE FRAME _
OVERFLOW BYPASS
BELOW INLET CRATE DEVICE
SEDIMENT AND DEBRIS .
+ILTSXE
FIAT�R ��JJJJ
SECTION VIEW
DWIINAGE CRATE
SRECTANGLJLAR GRATE SHOWN) Rr:'MIEVAL SYSTEM (?YP.)
I '�J
�I t
OVERFLOW BYPASS (TYP )
BELOW INLET GRATE DEvIGE
ISOMETRIC VIEW
NOTES:
1 PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR
CONSTRUCTION AREA UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP.
2. INLET PROTECTION SWILL OF USED TO PROTECT TIIE DRAINAGE SYSTEM.
3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE.
A. SIZE THIE BELOW INLET C ATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WLLL SERVICE,
5. THE BL&D SHALT_ HAVE A BUILT-IN HIGH -ROW RELIEF SYSTENi (OVERFLOW BYPASS),
6. THE RET'RIEVAl- SYSTEM MLIST At-LQW REMOVAL OF THE BIGD WrIHQUT SPILLIW THE COLLECTED MATERIAL,
7, PERFORM MAINTENANCE IN ACCORDANCE W]" STANDARD SPECIFICATION S-01.3(15).
8, ANY SECNMENT IN THE CATCH BASIN INSERT SHALL iBE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE
STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL. BE CLEANED OR REPLACED AT LEAST MONTHLY.
UNLESS DTHOwsk NDTEP, DRAWING 15 NOT TP VALE (NTS}
URI
STD. MAN - 216.10
PUBLIC WORKS Apt"R Bg;
DEPARTMENT CATCH BASIN INSERT AZ 9/28/2018
�It SMwnl4onln Ni us. DATE.
CATCH BASIN FILTER
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
:45 AP drawings are on file at the offices of the City of Renton.
S-392149
RECORD DRAWING
Cn=Sign Envelope ID: 6EECF5B8-6D2A-4E4A-B436-A317AA638878
DocuSign Envelope ID: 6EECF5B8-6D2A-4E4A-B436-A317AA638878
Cn=Sign Envelope ID: 6EECF5B8-6D2A-4E4A-B436-A317AA638878
roll
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'TRACKING" WITH MACHINERY UP AND DDWN
THE SLOPE PROVIDES GROOVES THAT WILL
CATCH SEER, RAINFALL ANR REM Jj E RUNOFF,
TRACKING
y
1 B' MIN.
GROOVES WILL CATCH SEED,
FERTILIZER, MULCH, RAINFALL_ - '�11r 3 MAIL z d
AND DECREASE RUNOFF
CONTOUR FURROWS
S, CONDITIONS OF USE
1.1. ALL A34 SLOPES STEEPER TH3H:IV AND GREATER THAN 5.VERTICAL FEET REDUI RE SURFACE RQUf'HENING TO A DE PTIJ OF 2 TO 4 INCHES PRIOR TO SEEDING
1.2. AREAS THAT WALL NOT BE STABILIZE!] IMMEDIATELY MAY BE ROUGH LNEO TO REDUCE RUNOFF VELOCITY UNTIL SEEDING MAKES PLACE.
1 S. SLOPES WITH A STABLE ROCK FACE DO NOT REQUIRE ROUGHENING.
1.4. SLOPES WHERE MOWING IS PLANNED SJ{OULD NOT BE EXCESSIVELY ROUGHENED.
2. MSIGN AND ANSTALIATION SPECIFICATIONS
2.1, DISTURBED AREAS THAT WILL NOT REQUIRE MOWING MAY BE STAIR -STEP GRADED. GROOVED, OR LEFT ROUGH AFTER FILLING.
2.2 STAIR STEP GRADING IS PARTICULARLY APPROPRIATE IN SOILS CONTAINING LARGE AMCUNTS OF SOFT ROCK. STAIR &IOULD BE WIDE ENOUGH TO WORK WITH
STANDARD EARTh MOVING EOU PMENT- STAIRS STEPS MUST BE ON CONTOURS OR GULLIES WILL FORM ON THE SLOPE.
2-3. AREAS THAT WILL BE MOWED, MAY HAVE SMALL FURROWS LEFT BY DISKING. HARROWING, RAKING, OR SEED -PLANTING MACHINERY OPERATED ON THE CONTOUR.
2.4. GRADED AREAS WITH SLOPES GREATER THAN 3HA V BUT LESS THAN 2HI:IV SHOULD BE ROUGHENED BEFORE SEEDING BY TRACKING.
2.5. TRACKING IS DONE By OPERATING EQUIPMENT UP AND DOWN THE SLOPE TO LEAVE HORIZONTAL DEPRESSIONS IN THE SOIL_
3- MAINTENANCE STANDARDS
0_1. PERICOICALLY CHECK ROUGHENED, SEEDED, PLANTED AND MULCHED SLOPES FOR RILLS AND GULLIES, PARTICULARLY AFTER A SIGNIFICANT STORM EVENT. FILL
THESE AREAS SUGHTLY ABOVE THE ORIGINAL GRADE, THEN RESEED AND MULCH AS SOON AS POSSIBLE.
UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NT%
DEPARTMENT SURFACE
PLAN - 213.Q0
P-R) PUBLIC WORKS SURFACE ROUGHENING PR GAS 9/28/2018 I
DATE
SURFACE ROUGHING
50 N TS
2" MIN OVERLAP _
f ANCHOR IN r x 5" MIN. TRENCH AND
f STAPLE AT 12' INTERVALS
6' MIN. OVERLAP
-
-��- ~ STAPLE OVERLAPS 5' MAX SPACING
"'�CF-�- 4-J,•11Tr�T�-'f'I�'i�1'�--'� E � �;
BRING MATERIAL DOWN TO A LEVEL AREA, TURN THE
END UNDER 4". AND STAPLE AT 12" INTERVALS
1. CONDITIONS OF USE
11. FOR PERMANENT $TABILIZATaON OF SLOPES 2H;IV OR GREATER AND WITIt MORE THAN 10 FEET OF VERTICAL RELIEF
1.2. IN CONJUNCTION WITH SEED FOR FINAL STABILIZATION OF A SLOPE, NOT MR TEMPORARY COVER. HOWEVER. THEY MAY BE USED FOR TEMPORARY APPLICATIONS AS
LONG AS T11E PRODUCT LS NOT DA0.WGED BY REPEATED HANDLING-
2. DESIGN AMC INSTALLATION SPECIFICATIONS
2.1. INSTALLATION IS CRITICAL TO THE EFFECTIVENESS OF THIS PRODUCT. IF GOOD GROUND CONTACT IS NOT ACHIEVED, RUNOFF CAN CONCENTRATE UNDER THE
PRODUCT, RESULTING IN SIGNIFICANT EROSION.
2.2. JUTE MATTING MUST BE USED IN CONJUNCTION WITH MULCii. EXCELSIOR, WOVEN STRAW, BLANKETS, AND CDIR (COCONUT FIBER) BLANKETS MAYBE INSTALLED
WITHOUT MULCH
2.3. PURELY SYNTHETIC BLANKETS ARE ALLOWED, BUT SHALL ONLY BE USED FOR LONG-TERM STABILYZATION OF WATERWAYS. THE ORGANIC BLANKETS ARE BETTER FOR
SLOPE PROTECTION AND &HART -TERM WATERWAY PROTECTION BECAUSE THEY RETAIN AND PROVIDE ORGANIC MATTER TO THE SOIL, SUBSTANTIALLY IMPROVING THE
SPEED AND SUCCESS OF RE -VEGETATION.
2.4. DO NOT STRETCH BLANKETSJMATTINGS TIGHT - ALLOW THE ROLLS TO MOLD TO ANY IRREGULARITIES.
2.G. SLOPE SURFACE SHALL BE SMOOTH BEFORE PLACEMENT FOR PROPER SOIL CONTACT
2.8. STAPLING PATTER14 AS FER hWNUFAGTUREWS RECOMMENDATION,
2.7. IF THERE IS A BERM AT THE TOP OF SLOPE, ANCHOR UPSU)PE OF THE BERM.
2- 9. FOR SLOPES LESS THAN 3H:IV. ROLLS MAY BE PLACED IN HORRONTAL STRIPS,
2.8. LIME. FERTILIZE. AND SEED BEFORE INSTALLATION. PLANTING OF SHRUBS_ TREES. ETC_ SHOULD OCCUR AFTER INSTALLATION-
S. MAINTENANCE STANDARDS
3.1_ GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND THERE MUST NOT BE EROSION BENEATH THE NET OR BLANKET.
3.2 ARENAS OF THE NET OR BLANKET THAT ARE DANfAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLE(]
3.3 IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE. THE PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED
:4S m
UNLESS DTHERWIsr Ni'TF n, DRAV rINr Is NOT TII.ALE (NISI
A&XI1%6 [STD. PLAN - 213.20
16 PUBLIC WORKS SLOPE INSTALLATIONS OF NETS AND PITH D;
_RDDEPARTMENT BLANKETS GAZ 9/28/21018 I :45 M
%17rxi, u",. �ai,DATE
� SLOPE INSTALLATIONS
50
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
r
4"'MIN. 'OVERLAP
••`� •tom•• `. .�.r='_�{f'•
r `•• E" MLN OVERLAP
NOTES:
1. CONDITIONS OF USE
1- 1. FOR PERAANENT STABiL1ZAnON OF SLOPES 2m:1v OR GREATER AND WTTH MORE T]• M 1D FEET OF VERTICAL RELIEF_
1.2. IN CONJUNCTION WITH SEED FOR FINAL STABILIZATION OF A SLOPE, NOT FOR TEMPORARY COVER. HCWEVER, THEY MAYBE USED FOR TEMPORARY APPLICATIONS AS
LONG AS THE PRODUCT M NOT DAMAGED BY REPEATED HANDLING.
1.3. THE APPLICATION DF APPROPRIATE NETTING OR BLANKET TO DRAINAGE DITCHES AND SWALES CAN PROTECT BARE SOIL FROM C-HANNEUZED RUNOFF WHILE
VEGETATION IS ESTABLISHED. NETS AND BLANKETS CAN ALSO CAPTURE A GREAT DEAL OF SEDIMENT DUE TO THEIR OPEN, POROUS STRUCTURE. SYNTHETIC NETS AND
BLANKETS MAY BE USED TO PERMANENTLY STABILIZE CHANNELS AND MAY PROVIDEA COST-EFFECTIVE, ENVIRONMENTALLY PREFERABLE ALTERNATIVE TO RIPRAP.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1 INSTALLATION IS CRITICAL TO THE EFFECTIVENESS OF THIS PRODUCT. IF GOAD GROUND CONTACT IS NOT ACHIEVED, RUNOFF CAN CONCENTRATE UNDER THE
PRODUCT, RESULTING IN SIGNIFICANT EROSION
2.2 JUTE MATTING MUST BE USED IN CONJUNCTION WITH MULCH. EXCELSIOR, WOVEN STRAW BLANKETS, AND COIR (COCONUT FIBER) BLANKETS MAY BE INSTALLED
WITHOUT MULCH. OTHER TYPES OF PRODUCTS WILL BE EVALUATED INDIVIDUALLY
2.3. PURELY SYNTHET KC BLANKETS ARE ALLOWED, BUT SHALL ONLY BE USED FOR LONGTERM STABILZATION OF WATERWAYS. THE ORGANIC BLANKETS ARE BETTER FOR
SLOPE PROTECTION AND SH4RT•TERM WATERWAY PROTECTION.
2-4. DO NOT STRETCH 6LANKETWATTINGS 71GHT - ALLOW THE ROLLS TO MOLD TO ANY IR RE GU LAR I T6ES
2,Fi SLOPE SURFACE SHALL BE SMOOTH BEFORE PLACEMENT FOR PROPER SOIL CONTACT.
2.6. ANCHOR, STAPLE, AND INSTALL CHECK SLOTS AS PER MANUFACTURER'S RECOMMEhDAT[chN.
2.7. AVOID JOINING MATERIAL IN THE CENTER OF THE DITCH.
2.5. LIME, FERTILIZE, AND SEED BEFORE INSTALLATION.
3. MAINTENANCE STANDARDS
3.1 GOOD CONTACT WITH THE OROUND MUST BE MAINTAINED, AND THERE MUST NOT BE EROSION BENEATH THE NET OR BLANKET.
3,2_ AREAS OF THE NET OR BLANKET THAT ARE DAMAGED OR NOT INCLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED.
3.9 IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED.
UNLESS OTHERWISE NOTE D, DRAWING 15 NOT TO SCALE (NTSI
A&0%6 f
STD. PLAN - 213.14
+` PUBLIC WORKS WATERWAY INSTALLATIONS OF NETS I
T�l
-R)DEPARTMENT AND BLANKETS 9/28/2018 I
�..:.._ DATE
WATERWAY INSTALLATIONS
N TS
:45 AN
7•317'. SEE NOTE 2.3
ROLL SPACING
DEPENDS ON SOIL
TYPE AND SLOPE
STEEPNESS
SECIMENT, ORGANIC MATTER,
AND NATIVE SEEDS ARE
CAPTURE D BEHIND THE ROLL S
STRAW ROLLS MUST BE
PLACED ALONG SLOPE
CONTOURS
ADJACENT ROLLS SHALL
TIGHTLY ABUT
U' DIA_
1. CONDITIONS OF USE
1_I_ INSTALL ON PISTU RBED AREAS THAT REOU IRE !MMEDIATE ERDSION PROTECTION.
2. USE ON SLOPES REOUIRIMG STABILIZATION UNTIL PERMANENT VEGETATION GAN 13E ESTABLISH ED,
1.3. CAN BE USED ALONG THE PERIMETER OF A PROJECT. AS A CHECK DAM IN UNLINED DITCHES AND AROUND TE7,IPOR RJ r STOCKPILES.
1.4. WATTLES CAN BE STAKED TO THE GROUND 1JSINQ WILLOW CUTTINGS FOR ADDED REVEGETATl44.
1.5. RJLL1NG CAN OCCUR BENEATH AND BETWEEN WATTLES IF NOT PROPERLY ENTRENCHED, ALLOWING WATER TO PASS BELOW AND BETWEEN WATTLES.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2_1. rr IS CRITICAL THAT WATTLES ARE INSTALLED PPRPENDIGULAR TO THE FLOW DIRECTION AND PARALLEL TO THE= SLOPE CONTOUR.
2.2. NARROW TRENGHES SHOULD BE DUG ACROSS THE SLOPE, ON CONTOUR_ TO A DEPTH OF 3 TO 5 INCHES ON CLAY SOILS AND &OILS WITH GRADUALSLOPES.
ON LOOSE SDLL$, STEEP SLOPES, AND DURING HGH RAINFALL EVENTS, THE TREJJEHES SHOULD HE DUG TO A DEPTH OF 5 TO 7 INCHES, OR WF2 TO ZS OF THE
THICKNESS OF THE WATTLE.
2.3. START CONSTRUCTION OF TRENCHES AND INSTALLING WATTLES FROM THE BASE OF THE SLOPE MD WORK UPHILL. EXCAVATED MATERIAL SHOULD BE
SPREAD EVENLY ALONG THE UPHILL SLOPE AND 00MRACTED USING HAND TAMPING OR OTHER METHOD. CONSTRUCT TRENCHES AT CONTOUR INTERVALS
OF 3 TO 30 FEET APART DEPENDING ON THE STEEPNESS OF THE SLOPE, SOIL TYPE, AND RAINFALL THE STEEPER THE SLOPE THE CLOSER TOGETHER THE
TRENCHES SHOULD BE CONSTRUCTED. VERTICAL DISTANCE BETWEEN WATTLES IS NOT TO EXCEED 10 FEET.
2.4. INSTALL THE WATTLES SMUGLY INTO THE TRENCHES AND ABUT TIGHTLY END TO END. DO NOT OVERLAP THE ENDS.
2.5. INSTALL STAKES AT EACH ENO OF THE WATTLE, AND AT4 FOOT CENTERS ALONG THE ENTIRE LENGTH Or THE WATTLE.
2.6. IF RE41_FIRED, MZTALL PILOT HOLES FOR THE STAKES USING A ST"(N HT BAR TO DRIVE HOLES THROUGH THE WATTLE AND INTO THE SOIL.
2.7. AT A MINIMUM, WOODEN STAKES SHOULD BE APPROXIMATELY X4 X W4 X 24 INCHE$. vWFMOW CUTTINGS OR 31S414OH RE13AR CAN AL$p BE USED FOR STAKES.
2.6. STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE, LEAVING 2 TO 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE
3. MAINTENANCE STANDARDS
3.1. INSPECT WATTLES PRIOR TO FORECASTED RAIN, DAILY DURING EXTENDED RAIN EVENTS. AFTER RAIN EVENTS, WEEKLY DURING THE WET SEASON, AND Al
TWO WEEK INTERVALS AT ALL OTHER TIMES OF THE YEAR.
32 P.CPAIR OR REPLACE SPLIT, TORN, RAVELING, OR SLUMPING WATTLES
3.3. REMOVE SEDIMENT AGCUMULATI DIMS WHEN EkEEOING 112 THE HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND SURFACE.
UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALAE (NISI
STD. PLAN - 213.44
.Ir PUBLIC LAIC}#HISS RPR ' D;
's11 DEPARTMENT STRAW WATTLES GAZ 9/28/2018 I
wi..Yain.,v.t� D0.TE
STRAW WATTLES
N TS
S-392150
:4S AN
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
(RECORD DRAWING
APPROVED BY
DATE
1�
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Co=Sign Envelop@ ID: 6EECF5B6-6D2A-4E4A-B436-A317AA638878
9' SEWER PIPE WITH BUTTERFLY VALVES a
Y TRASH PUMP WITH FLOATS ON SUCTION HOSE
814, SUMP WITR 5' OF CATCH
TO ACCOMMODATE 2' SCH 4d
CLEANING BY TRACKHOE
1 112" SCH 40 FOR SPRAYERS
7 I �
L41bP01NT SPRAY
9 �u
NOZZLES, IF NEEDED
2°-. SLOFE
EH 1:'
23;�
N
15' ATB APRON TO
6
PROTECT GROUND FTi0:1
SPLASHING WATER ATB CONSTRUCTION ENTRANCE
BALL VALVE {TYP.}
ASPHALT CURB ON THE LOW ROAD 519E
TO DIRECT WATER BACK TO POND
PLAN VIEW VSLEEVE UNDER ROAD
�TS, ts —1-20 15
O" ATB OVER CRU$HF-D BASE: MATERIAL
CR 8' ATB OVER A GOOD SUBGRADE
ELEVATION VIEW
LOCATE INVERT OF TOP PIPE 12' TO
14' ABOVE BOTTOM OF WHEEL WASH
B'xE3' SUMP TO ACCOMMODATE
CLEANING BY TRACKHOE
DRAIN PIPE WITH
BUTTERFLY VALVE
I S'
WATER LEVEL.
12" TD 14" DEEP
86
0�2�CURS
6'SLEEVE
1
3'
SECTION A
MOLES: - -
1, CONDITIONS OF USE
I , WHEN A STABILIZED CONSTRUCTION ENTRANCE IS NOT PR1-VENITING SEDIMENT FROM BEING TIiACICED ONTO PAVEMENT, WHEEL WA,$HING 15 GENERALLY AN EFFECT(
EROSION AND SEDIMENT CONTROL METHOD AND BMP WHEN INSTALLED WITH CAREFUL ATTENTION TO TOPOGRAPHY.
7. DESIGN AND INSTALLATION SPECIFICATIONS
2-1. USE A LOW CLEARANCE TRUCK TO TESTTHE WHEEL WASH BEFORE PAVING. EFTHER A BELLY DUMP OR LOWBOY WELL WORK WELL TQ TEST CLEARANCE-
2-2. MIDPOINT SPRAY NOZZLES ARE ONLY N€EDED IN VERY MUDDY CONDITIONS.
2.3. PCLYACRYLAMIDE (PAM) ADDED TO WHEEL WASHWATER AT A RATE OF 6.25-3.5 POUNDS PER 1,004 GAI-LC14S OF WATER INCREASE S EFFECTIVENESS AND AEOUCES
CLEANUP TIME IF RAM IS ALREADY BEING USED FOR DUST OR EROSION CONTROL AND IS BEING APPLIED BY A WATER TRUCK, THE SAME TRUCK MAY BE USED T4
CHANGE THE WASHWATER.
3. MAINTENANCE STANDARDS
3-1. THE WHEEL WASH SHOULD START OUT EACH DAY WITH CLEAN, FRESH WATER.
$.Y. THE WASHWATER SHOULD BE CHANGED A MINIMUM OF ONCE PER DAY. ON LARGE EARTHWORK JOBS WHERE MDRE THAN 10 TO 26 TRUCKS PER HOUR ARE EXPECTED.
THE WASHWATER WILL NEED TO BE CFFANG£❑ MORE OFTEN.
3-3. WHEEL WASH OR T1RE BATH WASHWATER SHALL BE DISCHARGED TO A SEPARATE ONSTIE TREATMENT SYSTEM, SUCH AS A CLOSED -LOOP RECIRCULATION SYSTEM OR
LAND APPLICATION, OR TO THE SANITARY SEWER SYSTEM WITH PROPER APPROVAL ANDIOR PERMITS FROM KING COUNTY AND THE CITY OF RENTON.
UNLESS UTHeAVoSE NOTEP. vMA1NING 15 NOT To SCALf (kTSI
STD. PLAN ' 215.a4
VRJ
PUBLIC WORKS WHEEL WASH AND LAVED M °�
DEPARTMENT CONSTRUCTION ENTRANCE GAZ 9/28/2018NkOF I
w1'w .adnirWrRe DAT@
1 WHEEL WASH
51 N TS
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
: 4 S AN
DocuSign Envelop@ ID: 6EECF5136-6D2A-4E4A-B436-A317AA638878
kS�tid� SOP❑
R=25'MIN
INSTALL ORIVEWAY CULVERT
IF THERE IS A ROADSIDE
DITCH PRESENT, AS PER CITY
ROAD STMDAROS
4".8' OUARRV SPALLS
GEOTF-,TILE
12' MIN- THICKNESS
I p0' MIN
CONSTRUCTION ENTRANCE NOTES:
1. DRIVEWAYS $HALL BE PAVED TO
THE E13<3E OF THE RIGHT-OF-WAY
PRIOR TO INSTALLATION OF THE
CONSTRUCTION ENTRANCE TO
AVOID DAMAGING OF THE
ROADWAY.
2- IT IS RECOMMENDED THAT THE
ENTRANCE BE CROWNED SO THAT
RUNOFF DRAINS OFF T-iE PAD
16, MIN.
PROVIDE FULL WIDTH OF
INGdRESSIEGRESS AREA
NOTES,
1. CONOTRON OF USE
1.1- CONSTRUCTION ENTRAmrE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER
PAVED AREAS WITHIN 1,000 FEET OF THE SITE.
1.21 FOR RESIDENTIAL CON3T UCTIDN PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDMON TO THE MAIN SUBDIVISION
ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTHAVIDTH TO PROVIDE VEHICLE ACCESSIPARKING. BASED ON LOT SIZEICONFEGURATION,
2. DESIGN AND INSTALLATION SPECIFICATIONS
Z.1. A SEPARATION GEDTEKT1LE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTE%TILE
SMALL MEET THE FOLLOWING STANDARDS.
GRAB TENSILE STRENGTH (ASTM D4=1
2D0 LBS. MIN
GRAB TENSILE ELONGATION (ASTM 04Ba2)
I W% MAY. {WOVEN)
CBR PUNCTURE STRENGTH IASTM M2411
1 44y 1,8S. MIN
AOS{A$TM 04751}
20.45 (U.S. STANAARD SIEVE SIZE)
2.2. DO NOT USE CRUSHED CCWRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE TRESE PRODUCT$ RAISE pH
LEVELS IN 5TORMIWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITER.
2.3. HAG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS.
KOO FUEL IS NOT RECOMMENDED FOR ENTRANCE STA8ILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME 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, COMPACTED SUBGRADE THIS CAN SUBSTANTiNLLY INCREASE THE
EFFECTIVENESS OF THE PAL] AND REOUCE THE NEED FOR MAINTENANCE
3- MAINTENANCE STANDARDS
3.1. QUARRY SPALLS $HALL BE ADDED IF THE PAR IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIOKS.
3.2, IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF
SEDIMENT 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 $HALL DRAIN TO A SEDIMENT TRAP OR POND
13. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SFL4LL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY MVEEPING SHALL BE
REMOVEO OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT 6E CLEANED BY WASHING UDWN TKE STREET. EXCEPT WHEN SWEEPING IS INEFFECTIVE AND
THERE IS A THREAT TO PUBLIC SAFETY. IF IF IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CON STRUGTED. THE SEDIMENT WOULD THEN BE
WASHED INTO THE SUMP WHERE IT CAN HE CONTROLLED AND DISCHARGED APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND
CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS.
8.4. ANY OVARRY SPALLS THAT ARE LOOSENED FROM THE PAU AND END UP ON THE ROADWAY SWILL BE REMOVED IMMEDIATELY
3,5', IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER TFM THE CONSTRUCTION ENTRAkOE{S), FENCING SHALL BE INSTALLED TO CONTROL
TRAFFIC.
VN I.F55 OTFImo5E N00 P, DRAWING 15 NOT TR 5CAu
__ STD. PLAN - 215.10
VRJPUBLIC WORKS
DEPARTMENT
Nkliv
STABILIZED CONSTRUCTION ENTRANCE I GAZ
CONSTRUCTION ENTRANCE
N TS
aaMroo-�. DATE
:45 At
Co=Sign Envelop@ ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
NOTES:
1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 50D FEET OF, A
DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE
CONVEYED TO A SEDIMENT POND OR TRAP-
2 INLET PROTECTION $HALL BE U$ED TO PROTECT T}IE DRAINAGE SYSTEM.
3, THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE,
A. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEGMENTS. WHERE WATER CAN POND
AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF.
fi SANDBAGS OF EITHER BURLAP DR WOVEN GEOTEXT1LE FABRIC, SHALL BE FILLED WITH GRAVEL. LAYERED
Amb PACKED TIGHTLY.
B. LEAVE A ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPLLLWAY FOR DVERFLOW.
7. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE
REMOVED FROM THE TRAVFLFQ WAY IMMEDIATELY.
8. CURB AND GLITTER BARRIER PROTECTION MAY ONLY BE USED IN LANES NOT OPEN TO TRAFFIC.
VNLE55 DTHERVA5E NDTEU. uMAWiNG IS NotTO SCALiE (NTSI
STD. PLAN - 216.50
PUBLIC WORKS CURB AND GUTTER BARRIER PRO :
DEPARTMENT PROTECTION GAZ 9/28/2019 1
NborRLI�l\1xu,.nNn.�r: Wd 1'
CURB AND GUTTER PROTECTION
N TS
S-392151
:45 A
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
(RECORD DRAWING
APPROVED OI
DATE
N
roll
U
w
NOT TO SCALE
MANHOLE FRAME AND COVER
SEE STD PLAN 401
ADJUSTMENT RINGS AND MORTAR JOINTS
SEE NOTE 3
FIRST STEP SHALL BE A MAXIMUM 4F 18"
13ELOW THE COVER
CONE (ECCENTRIC)
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
RuIDDER CASKETED JOINTS SEE NOTE 5
IF REQLJIRED3 LADDER -POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX RIPE SIZE - 'E'
SHELF AND CHANNEL SHALL BE
3000 PSI CONCRETE
PRECAST BASE SECTION
OR CAST IN SHEL.7
COMPACTED SUBGRADE MTH 6"
CRUSHED ROCK CJR ADDITIONAL
VATERIAL SUITABLE TO
SUPPORT STRUCTURE
A,
B,
,C,
,Q,
,E.
48" MH
48'1
6" MIN-
5" MIN
24" MIN.
21" ICI
54" MH
54"
a" MIN
55 MIN
1
24" MIN
24' ID
60" MH
60"
a" MIN
6" MIN
42" MIN
30" 1 D
NOTES,
1 SEEPS ARE TO BE IN PLACE BEFORE MANHOLE SEC71ONS ARE INSTALLED
2 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE IN CONFORMANCE WITH ASTM C-475.
3 ADJUSTMENT OF THE CASTING TO GRADE SHALL BE PER STD PLAN 106 THE USE OF SHIMS IS PRoHIBITEO-
4 SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
FACTORY -COATS❑ (SEA -LED) WITH A HIGH SOLIDS URE7HANC COATING, WAS5EF? MC-SHIELUCOAT 1C)c OR
APPRCVF; D EQUAL, COLOR OF COATING SHALL BE WHITE
5 RUBBER r,ASKETED JOIN17S SHALL BE IN CONFORMANCE WITH ASTM C-4-43
6 CHANNEL NDTH AND HEIGHT SHALL LQUAL THE INSIDE DIAMETER OF THE LARGEST PIPE
7 CONNECTIONS TO MANHOLE SHALL BE MADE U51NG KOR-N--SEAL BOOTS OR APPROVED EQUAL
19 IN UNIMP'RDVED AREAS. MANHOLES SHALL EXTEND .A MINIMUM OF 6" AND A MAXIMUM OF 12"
AUQVL FINISHED GRAVL CR MUST HAVE AN AT -GRADE, MINIMUM 2'-WADE CONCRETE RING POURER ARQUMp
THE COVER IN PAVED AREAS, COVER MUST SLOPE TO MATCH PAVING.
9 MANHOLES OVER 20' DEEP SHALL BE A MINIMUM flF CO" +N DIAMETER
STD_ PLAN - 40a.1
ueuc w ENT MdtMartin PaSDEPARTMENTT DEPARTMENT STANDARD SANITARY MANHOLE fi/ 26/202 I,
ed GATE
STD. STANDARD SANITARY MANHOLE
REMOVE MANHOLE COVER,
FRAME, ADJUSTMENT RINGS
AND COME (OR FLAT TOP)
TO A DEPTH OF AT LEAST
4 FEET BELOW THE FINISHED
GRADE ELEVATION.
a
CONCRETE PLUG
(MINIMUM OF 12" IN LENGTH)
NTS
i
IN ROADWAYS, RESTORE PER
STANDARD PLAN 110.1
OUTSIDE OF ROADWAY5, RESTORE
TO MATCH THE ADJACENT AREA
COMPACTED SAND,
GRAVEL BORROW OR CCII
�CONCRETF_ PLUG
OF 12" IN LENGTH)
r f
A.
'DRAINAGE C]RA NAGE HOLE
(TYPICAL)
NOTES.
1 DRILL A VINIIMUM OF 4 - 2" ARAINAGE HOLES IN THE 807TGM OF THE MANHOLE
2 PLUG ALL INCOMING AND OUTGOING PIPES WITH CONCRETE
3 FILL THE MANHOLE WITH COMPACTED SAND, GRAVEL BORROW {SECTION 9-03 14(1)) OP CM7
4 DEBRIS FROM BREAKING THE UPPER PORTION OF THE. MANHOLE MAY BE MIXED
WITH THE FILL MATERIAL SUBJECT TO THE APPROVAL OF THE ENGINEER
5, THE FRAME AND COVER SHALL BE SALVAGED AND ALL OTHER MATERIAL DISPOSED OF
PUBLIC WORKS
DEPARTMENT
ABANDON MANHOLE
ABANDON MANHOLE
NTS
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
LEAIGTH FT
O
CLFL 50
100
150
200
250
Fi
300
350
°a 400
450
LENGTH(F
w o
CL 50
W 100
r '50
]0 200
Ei 0 250
300
350
400
450
STD. PUkN - 40Q.5
I AfflpP61Q"
Martin pa5t1 *1/2a20 1 12:55
�� DATE
firll_THEILES - 3 PLCS
EQUALLY -SPACED 120,
APAPT [IN 23 1/16, [58; Imp
DIA B.0 (1= BFTA3L?
1111�t
RENTON
COVER 8 FRAME
PLAN VIEW
S` ➢!A,
ly %635-irr] I'
C19rlm]
i
= 3I4 2 1/2"
"wil 164r1r17
COMER SECTION VIEW
C�73nrIT
25 114, Dlc. _
[e41rrh1 1 iJ16,
1/'4' I6nw MA C27rlr*11
FNEOPPENE G.ASRET
I
1 C15rrlr'
5f8` �, E• DIA 1.L ❑FEN
r 16riril r5q4r;nl
27 51116" T]1A
I6?4rml]
34 lie` DIAL
COVER BOTTOM VIEW
7 13LT SC1C. xALLEN HEAD)
RUBBER WASHEF'
l
I
I
I
I
I
I�
BOLTING DETAIL
]f9`
C6rin] r J 7,
GASKET GROOVE DETAIL
- _ � 7mml I}N TES;
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING UD PER EAST
JORDAN IRON WORKS INC. Ncr 3717C 1 OR E01JAL
? USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER"), QP WATER (SPECIFY
F]�
5TD. PLAN - 401
>~ , PUBLIC WORKS FR-A D:
DEPARTMENT M, NHGiLE FRAME AND COVER GAZ 9/11/2019 1 2:12 P
1Jh uvJ.. tn,r.,i„uDATE
sTD. MANHOLE FRAME AND COVER
NTS
6 IN DIAMETER
PIPE
0
501
100
150
200
250
300
3501
400
450
500
0
80
150
236
316
396
476
556
632
680
68O
140
220
300
300
456
536
546
696
712
708
708
80
360
440
52D
600
676
74a
744
736
732
728
424
500
560
660
740
780
7T2
764
756
74a
744
564
644
720
8DO
808
796
788
780
772
764
760
704
764
656
836
820
808
800
792
784
776
772
844
B80
660
844
832
620
808
800
792
788
700
909
B84
868
852
840
928
B20
8021
804
796
798
'DOS
B88
872
1356
1944
836
B24
BTfi
80B
804
795
9i?8
588
876
860
852
BOO
1332
524
815
808
804
TIM(SECONDS)
6 IN DIAMETER
PIPE
10
50
100
150
200
1 250
1 300
350
400
450
500
0
80
T60
236
31E
396
476
556
632
68CF
68
220
300
380
458
5.36
ES4fi
696
76-8
760
752
744
4410
520
600
676 .
756
8.35
840
828
812
aQA
792
560
740
620
896
932
908
888
886
856
840
832
880
960
1028
992
964
940
920
900
889
872
860
1100
1084
1044
10,12
98B
964
944
928
912
900
888
1132
1092
1056
102,8
1004
984
964
94$7
932
920
908
1132
1096
1068
1040
1016
996
980
964
948
936
924
1132
1100
1075
1052
1028
1008
992
97B
964
952
940
1132
1104
10BO
1056
1D35
1020
1004
9BB
976
964
1952
TIME (SECONDS)
L£NOTH FT)
CL a
50
W
100
L~�r 1.50
d 200
8 250
_ 300
350
400
450
LENGTH(FT)
L.J 0
L
CL 50
0� '00
Lo
'50
206
250
z 300
350
d00
TEE OF APPROPRIATE SIZE USE ROINAC COUPLING OR
APPROVED EQUAL VIHEN
60" MIN CONNECTING TO AN EXISTING
NEW SEWER MAI
MANANIHOLES N rW (SEE NOTE 7) LIMITS OF PIPE ZONE
w
6"
BEDDING MATERIAL FORTIT
SANITARY' SEWER PIKE of
(SEE NOTE 5) PIPET
SEE NOTE 7
• "` FOUNDATION LEVEL �
r "RELINE12" 13RAND STAINLESS
• STEEL ADJUSTABLE CLAMPING
-3Rn4CKirrS 4R APPROVED EQUAL EBEQOINO FOR SANITARY SEWER PIPE
r
90' BEND EMB£IDDED IN CONCRETE
l I/2 THE DIAMETER QF
• THE DOWNSTREAM PIPE
• 4 • - 4r d NOTES
1. PROVIDE UNIFORM SUPPORT UNDER BARREL
N OnS
1. 5ANIiAfiY SEWER PROPS ARE ONLY TO 9E USEDUPON APPROVAL BY TF+E WASTEWATERWASTEWATER2. HAND TAMP UNDER HAUNCHES.
UTILITY SEC71ON 3. COMPACT EIEDDENO MATERIAL TO 95% MAX, DENSITY EXCEPT D.IREGTLY
2 DROP PIPES AND I'ITTINGS SHALL B£ PVC SDR 35 WHEN CONNECTINGCONNECTINGTD ALL EXISTING LIVER PIPE. HAND TAMP ONLY.
SEWER MAIN MATERIALS EXCEPT DUCTILE IRON, USE AWWA C9CO PIPE AND AWWA C907 C PIPE INSTALLATION SHALL BE PER SECTtDN 7-08 OF THE
FITTING WHEN CGINNECT1NG T4 DUCTILE IRON SEWER MAINS STANDARD 5PECIFICATICNS
3 NAINIMUM SIZE MANHIDLE FOR INSIDE DROP CONNECTNN SHALL BE 60' DIAMETER 5 PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)
4 CONNECTION5 TO MANHOLE SHALL BE CORE r3RII_LE`l] AND USE KOR_N-SEAL BOOTS OF THE STANDARD SPECIFICATIONS
OR APPROVED EQUAL
6, PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
5 USE ROMAC COUPLING OR APPROVED ECWAL WHEN CLINNECTING TO AN EXISTING VAIN LINE IS WAINTAINED
6 14rTKN A 60" DIAMETER MANHOLE. THE MAXIMUM ALLQW+LBLE -DIAMETER OF THE INSIDE 7 TRENCH MOTH SHALL BE PER SECTI0N 2-09.4 OF THE
DROP PIPING 15 12" INSIDE DROPS :EXCEEDING 12" iN DIAMETER OR MIJLTIP'LE DIROP5 STANDARD SPECIFICATIONS.
SHALL BE REVIEWED BY THE WASTEWATER UTILITY AND MAY REQUIRE A LARGER
DIAMETER MANHOLE.
7 "REUNER" BRAND 57AINLESS STEEL ADJUSTABLE CLAMPENIG BRACKETS O1 APPROVED
EQUAL SHALL BE INSTALLED WITHIN 6' OF BOTH BELL AND SPIGOT ENOS OF EACH
DROP PIPE IF DROP PIPE LENGTH EXCEECIS 5 FEET THEN CENTER STRAPS SHALL HE
INSTALLED WITH A MAXIMUM SPACING OF 4 FEET ON CENTER BRACKETS SHALL BE
ATTACHED UTILIZING STAINLESS STEEL EXPANSION BOLTS, MIN 2 EACH AT
CONNECTION POINTS
13 MANHOLE GONE SECTION AND ACCESS LADDER MAY NEED TO BE RELOCATED TO ALLOW DROP
STR. PLAN - 402.2
ST ,
PUBLIC WORKS INSIDE DROP CONNECTPON
DEPARTMENT Martin Pastuchj0/26/
FOR SANITARY MANHOLE _
MATE
INSIDE DROP CONNECTION
(STD. FOR SANITARY MANHOLE
5 IN DIAMETEiR! PIPE
D
0�
50
Too
150
200
�3113
250
39.5
300
475
350
555
400
450
500
60
160
736
632
68D
5g{}
316
396
476
556
632
712
832
016
804
804
792
632
712
792
872
952
984
952
928
908
8M
876
952
1028
T108
1132
1080
1052
1020
992
972
952
935
1268
1284
1224
11 %
11 �2
1100
1068
1044
1020
T ROO
984
1360
1300
1248
1204
1T64
1132
1104
10BO
1056
1036
1020
1360
1300
1264
1224
1192
1160
1132
1108
1088
T068
1052
1360
131E
1275
1240
1208
1180
1156
T132
1112
1096
1075
T 36d
132d
1284
1252
1224
11200
1176
1152
1132
1116
11>011
1360
1374
129,E
1264
1236
1212
1192
1168
1152
1132
t 116
TIME (SECONDS)
6 IN DIAMETER PIPE
0
50
100 1
150
200
250
300
350
400
450
500
0
80
160
236
316
396
476
556
632
18Q
580
496
576
652
1,52
8T2
092
972
948
924
900
884
988
1068
T 148
1228
1248
1192
1144
1104
1072
1044
1020
1494
1564
1484
140EI
1344
1292
1248
1208
1172
1144
11115
1700
1600
1532
14154
1408
1360
1316
12190
1248
121fi
110
1700
1624
11550
104
1452
1405
11368
1332 J1304
T272
1248
1700
1636
1580
15-32
1484
14,44
1408
1376
-34A
1316
12g2
1700
1644
1596
1552
1512
1472
1440
1408
1380
1352
13 2$
1700
1652
1608
15619
1532
1496
1464
1436
140E
1384
1350
1700
1656
1616
1580
1548
1516
14a4
1460
1432
1408
1389
TIME SE_'dTNDS
SLOMY PRE55LIR17.E THE PFPE TO 4 0 P S I O ALL SEWER PIPE SHALL IAEET A MINIMUM AIR
ALLOW 2 MINUTES FOR STABILIZATION, ADDING PRESSURE TEST OF 4 D PSIG FOR 5 MI:NUTES
AIR AS REQUIRED TO STABILIZE THE P+RESSi,1RE KITH NO LOSS OF PRESSURE IF THERE IS A LOSS
AT 4 0 P 5_I_G EDF PRESSURE, THEN THE 11ME OF t+-E DROP FFIDNI
3 5 P S I C TO 25 PSIC SHALL NOT SE LESS
THAN THE TIME SHOWN ON THE ABOVE TABLES
AO
AIR TEST TABLE iqr,� by
D. PLAN 41a
PUBLIC WORKS LOIN PRESSURE A"
DEPARTMENT I y Martin PastUChd26/2020
FOR SANITARY SEWERS ��,..»�. DATE
AIR TEST TABLE (LOW PRESSURE)
FOR SANITARY SEWERS
N0.
NTS
REVISION
1 12:!
SURVEYED:
DLB
DESIGNED:
DRAWN:
CHECKED:
BY DATE APPR APPROVED:
HORIZ SCALE:
NTS
WASTEWATER TITTLE" STANDA L) NoTes
STD. PLAN - 4105
PUBLIC WORKS PIPE BEDDINGURI APP
DEPARTMENT FOR SANITARY SEWERS Martin Pastuch4a/26/242
711E-11J8 B•e•iD o,..re
PIPE BEDDING FOR
sTD. SANITARY SEWERS
405 NTS
1 ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY
OF RENTON PUBLIC VVORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOTIAPWA STANDARDS AND
SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS
A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION
2 DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1968 HORIZONTAL CONTROL
SHALL BE NORTH AMERICAN DATUM 198311991 UNLESS OTHERWISE APPROVED BY THE CITY BENCHMARKS
AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS
3 A PRE -CONSTRUCTION CONFERENCE AND A 2a-HOUR NOTICE SHALL BE REOUIREI3 PRIOR TO STARTIN NEW
CONSTRUCTION IT SHALL. SE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS,
INCLUDING STREET USE PERMITS, PRIOR TO STARTING CONSTRUCTION INSPECTION WILL a€ A(;wMPL18HED
BY A REPRESENTATIVE OF THE CITY. IT SHALL LIE THE CONTRACTOR'S RESPONSIBILITY TO NOT THE PUBLIC
WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKPILLING ALL CONSTRUCTION
4 THE HOURS OF WORT{ IN THE STREET RIGHT-OF-WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS
UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AN APPROVED TRAFFIC
CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY
5 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEOUENCEiS OF CONSTRUCTION AND
FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SETS IN ACCORDANCE WITH LOCAL.
STATE AND FEDERAL REQUIREMENTS.
6. ALL LOCATIONS OF EXIST] UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE
THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RCW 19 122 A ❑IG TICKET SHALL BE
OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING, ANY EXCAVATION rHE CONTRACTOR
SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL TIMES
7. BACKFILL SHALL BE PLACED EULIALLY ON 13OTF SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH
OF 12-INCHES, MAXIMUM DEPTH 18-INCHES, THOROUGHLY COMPACTING EACH LAYER TO 95 PERCENT OF
MAXIMUM DENSITY THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE
PIPE OR TO THE SIDE OF THE TRENCH MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE
EOUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKF ILL (9-G3.19).
9 SANfTARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034. SDR 35,
C900IC905 OR DUCTILE IRON CLASS 50. UNLESS OTHE7RWISr; APPROVED BY THE CITY
9 SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCT{JR€ (WALL, BUILDING FOUNDATION, ETC)
UNLESS APPROVED BY THE CITY IF A SANITARY SEWFJR 15 TO BE LOCATED UNDER ANY STRUCTURE (WALL.
BUILDING FOUNDATION, ETC-), IT SHALL BE DESIGNED BY PROFESSIONAL ENGINEER UCENSED IN THE STATE
OF WASHINGTON IN ACCORDANCEE WITH STANDARD DETAIL 412
10. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE
BACKFILLED WITH CRUSHED SURFACING AGGREGATE (WSDOT SPECIFICATION 9-03 9(3}AND MECHANICALLY
COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY
11 ALL PIPE AND APPURTENANCES SHALL 8E LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH
THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE W$DOTIAPWA STANDARDS
AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS &
SPECIFICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIR€ Ll_NGTH OF THE P1PE WILL BE SUPPORTED
ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEARING SHALL BE IN ACCORDANCE WITH STANDARD PLAN
405
12 ALL. DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTUN OF
Stantec was not present on site during construction. These
THE CITY FOR THE PREVENTION orON$1T.EEROSION BOTH DURING CONSTRuunONAND AFTER THE
recorare a d drawings compilation of a co of the sealed
copy
COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL
g p
13 THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH ARECORD DRAWING OF THE SANITARY SEWER
engineering drawings for this project, as modified by
SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BYALICENSED PROFESSIONAL ENGINEER ORLJCFNSED
PROFESSIONAL SURVEYOR
information furnished by the as -built survey on the project.
PUBLIC WORKS WASTEWATER UTILITY
DEPARTMENT STANDARD NOTES
WASTEWATER UTILITY
STANDARD NOTES
NTS
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 C T Y OF
RENTON
DATUM
Planning/Building/Public Works Dept.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
-,, 1811_ PLAN--413 verified for accuracy or completeness. The original sealed
PII€>vFD
Martin Pastucha.0/26/2 20 i drawings are on file at the offices of the City of Renton.
-
... DATE
S-392152
RECORD DRAWING
APMXMD BY
DATE
THUNDER HILLS SEWER
INTERCEPTOR REHABILITATION
WWP-27-03921
CITY STANDARD DETAILS
DATE:
10/20/2022
FIELDBOOK:
PAGE:
DRAWING NO:
SHEET: OF:
52 68
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2"-4" QUARRY SPALLS ROCK WITH
NO FINES, 6" DEEP
MIN. 3" HMA (CLASS Y2") MATCH SAWCUT EDGE OF
EX. PAVEMENT DEPTH EX. PAVEMENT,
6" CRUSHED SURFACING TOP COURSE, THEN TACK &
COMPACT TO 95% MODIFIED PROCTOR SEAL JOINT
(ASTM 1557) 1' EX PAVEMENT
MIN.
0
oo°oo °oo°°o° °° o°°oo°
11, 11111 o°°no °o°°°oo°� °°no
\
UNDISTURBED
NATIVE
MATERIAL
. .. .. ..:........ ,; . ..,
' "
:.............;...,...,;..,.,,.;...,...,;,,.
BANK RUN GRAVEL OR NATIVE
B\
\
/ BACKFILL IF APPROVED INIF UNDISTURBED ��/...,.;•..'•.•.•.•.•.•:•:•.:•`.•.•.•:.•.•:•:::.
/ WRITING BY ENGINEER,
\ COMPACT TO 95% MODIFIED MATERIAL
PROCTOR (ASTM D1557)
BANK RUN GRAVEL OR NATIVE
IN
A
AWRTNGLBY ENGINEER,
COMPACT TO 95% MODIFIED
PROCTOR
6 1MIM N
6 MIN.
PVC PIPE
PVC PIPE
6"MIN.
2.5'MIN.
BEDDING MATERIALS
NOTE: REFERENCE RENTON STD. PLANS
110.1 AND 405 FOR FURTHER DETAIL.
TRENCH DETAIL FOR GRAVITY MAIN
6"MIN.
2.5'MIN.
BEDDING MATERIALS
NOTE: REFERENCE RENTON STD. PLANS
110.1 AND 405 FOR FURTHER DETAIL.
TRENCH DETAIL FOR GRAVITY MAIN
GRAVEL ACCESS ROAD AS SHOWN
ON PLANS: SLOPE 2% TOWARDS
EXISTING STREAM
FILL AREA TO MATCH ..,y 777
EXISTING GRADE "
2:1 MAX SLOPE
CUT AREA TO MATCH
EXISTING GRADE
2:1 MAX SLOPE
2"-4" QUARRY
SPALLS ROCK WITH NO
FINES, 6" DEEP
FILL COMPACTED TO 95% PER
SPECIFICATIONS. GEOTECHNICAL
REPRESENTATIVE TO INSPECT
PRIOR TO PLACEMENT.
(OPEN CUT/UNPAVED SECTIONS) NOT USED (OPEN CUT/PAVED SECTIONS) TYPICAL GRADING PLAN
NOTE: SEE SPECIFICATIONS/GEOTECHNICAL
REPORT FOR ROCKERY WALL ROCK SIZES
MAX. 10'
1
6i
N TS
2 MIN.
MIN. 1.5' 2 Min.
MAX. 3' 1 MAX.
Max. 3' 1 Max
III —III
- MEDIUM DENSE OR
FIRMER NATIVE SOILS
2-4" QUARRY ROCK
4" DIAMETER PERFORATED PVC
MINIMUM 12" PIPE. DAYLIGHT WHEN ROCK
WALL TRANSITIONS TO EG
NOTE: ANY LOOSE UPPER SOIL, INCLUDING GRAVEL AND
COLLUVIUM, S ALL BE REMOVED ALONG THE SLOPE
TYPICAL ROCK WALL DETAIL
N TS
Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
MAX. 10
8" ADS ANIMAL GUARD (FINGER STYLE)
INVERT PER PLAN/PROFILE
n
\ —0.5% MINIMUM SLOPE —
CONTINUE PIPE ROUTING AND DAYLIGHT TO EG
INVERT PER PLAN/PROFILE
N TS
_III -III
III-11
4" HMA MIN
ASPHALT ACCESS MATCH EXISTING
ROAD AS SHOWN THICKNESS
ON PLANS MATCH EXISTII\
— CONTRACTOR TO ROUTE 8" ADS FILL AREA TO MATCH FILL AREA TO MATCH
HDPE BEHIND PROPOSED ROCK EXISTING GRADE ° EXISTING GRADE
WALL AND UNDER PROPOSED 2:1 MAX SLOPE 2:1 MAX SLOPE
ACCESS
TYPICAL SD AT BACK OF WALL DETAIL
N TS
6" GRAVEL SUBBASE
TYPICAL PAVED
MAINTENANCE PATH
N TS
S-392153
N TS
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
RECORD DRAWING
APPPOM BY
1./ATE