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Renton 'pry o HighlandRenton s
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- - Maplewood PROJECTSITE
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40 Cascade- Fairwood Fair,,." Got! Heights-Lake .Maple °IL
SE V8�6k and Country e
Cub Desire
167 Benson Hill Boulevard a N
Lane Park o SEP 4 169 Cede
< e Gtdv
REFERENCE: 2010 GOOGLE MAP
VICINITY MAP
NO SCALE
REFERENCE: 2007 GOOGLE EARTH
LOCATION MAP
NO SCALE
RECORD DRAWINGS
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS
THIS DRAWING SET WAS PREPARED ONLY FOR THE
PROJECT AND SITE SPECIFICALLY IDENTIFIED
HEREON AND IS NOT TO BE USED ELSEWHERE
Date �+
By y2/bl13
BURIED UTILITIES IN AREA
PLEASE CALL BEFORE YOU DIG
1.800.424.5555
CITY OF RENTON
EAST RENTON LIFT STATION
ELIMINATION
RECORD DRAWINGS
PROJECT NO. WWP -27 -3549
CITY OF RENTON
1055 SOUTH GRADY WAY
RENTON, WA 98057
DECEMBER 2013
CONTACT PERSONNEL
DAVE CHRISTENSEN WASTEWATER UTILITY SUPERVISOR
MICHAEL BENOIT PROJECT MANAGER
0
v - e
(425)430 -7212
(425)430 -7206
DRAWING LIST
SHEET NO. DRAWING NO. DESCRIPTION
1
G -01
COVERSHEET
2
G -02
GENERAL NOTES, ABBREVIATIONS AND LEGENDS
3
C -01
EXISTING SITE AND CONSTRAINTS
4
C -02
TEMPORARY EROSION AND SEDIMENT CONTROL PLAN
5
C -03
DEMOLITION PLAN
6
C -04
SITE AND PIPING PLAN
7
C -05
PIPING PLAN AND PROFILE - STA 0 +00 - STA 5 +00
8
C -06
PIPING PLAN AND PROFILE - STA 5 +00 - STA 10 +31
9
C -07
MISCELLANEOUS DETAILS - I
10
C -08
MISCELLANEOUS DETAILS - II
11
L -01
LARGE WOOD PLACEMENT PLAN
12
L -02
BUFFER ENHANCEMENT & STREAM RESTORATION PLANTING PLAN & DETAILS
13
L -03
LANDSCAPE DETAILS
A e � S - o ? 11 C)oI
5- 0354901
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INSTALL COIR
BLANKET ON
SLOPE, TYP., PER
CITY STANDARD
PLAN 213.10,
METALSTAKES
SHALL NOT BE
USED
PLANT LIVE STAKE THROUGH COIR
BLANKET ON SLOPE, TYP.
LOW FLOW
n
PLANT TREES AND
SHRUBS IN UPLAND AREA
SECTION r U COIR LOG, INSTALL AT
„ TOE OF SLOPE, TYP. SEE
STAKED COIR LOG DETAIL,
THIS SHEET.
2 "X2 "X24" NOTCHED WOOD
STAKE, 12" ON CENTER
12" DIAMETER COIR
LOG 111A�111111 — SOIL
SET FIRMLY IN
=i �
i
VIII- I�I,�illl�l
SECTION
RECORD DRAWINGS
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS
THIS DRAWING SET WAS PREPARED ONLY FOR THE
PROJECT AND SITE SPECIFICALLY IDENTIFIED
HEREON AND IS NOT TO BE USED ELSEWHERE
Date
By i2 /6/ /3
NTS
COIR LOG NOTES
1. SEE SPECIFICATIONS.
2. WHERE A LOG DOES NOT ABUT
ANOTHER LOG, SECURELY BURY
THE END INTO THE BANK TO
DIRECT THE STREAM AWAY FROM
BANK.
r ESA
5309 S aftle, le NW
Seattle, WA Ave. e. NW
P: (206) 789 -9658
F: (206) 789 -9684
BURIED UTILITIES IN AREA
PLEASE CALL BEFORE YOU DIG
1.800.424.5555
NTS
PLANT LIVE, DORMANT
STAKES BETWEEN 0.5
INCH IN DIAMETER, TY
F z
OWF
C > Z
Q J W
Y z_
N J
AND 1 SQUARE CUT, TYP.
P. MINIMUM OF 2 BUDS
E SCARIFY ROOTBA
EXPOSED, TYP.
ROOTS AN[
MAKE PILOT HOLES IN
EXISTING SOIL WITH REBAR. of
TAMP SOIL AROUND LIVE 3 = �
JTj-�f STAKES, TYP. p F m
mmo
0 ~ K
ANGLE CUT AT 45
DEGREES, TYP.
SEE PLANTING
SCHEDULE, TYP. I I
SECTION
NTS
" "' ""OR OF '00"P MULCH, FEATHER
TO EDGE OF ROOTBALL
3X ROOTBALL DIAMETER
SECTION
FINISH GRADE
BACKFILL WITH NATIVE SOIL ONLY
SCARIFY EDGES OF PLANTING HOLE TO ALLOW FOR
ROOT PENETRATION
BOTTOM OF ROOTBALL RESTING ON
UNDISTURBED SOIL
EE /SHRUB PLANTING DETAIL
NTS
5- 0354913
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NTS
" "' ""OR OF '00"P MULCH, FEATHER
TO EDGE OF ROOTBALL
3X ROOTBALL DIAMETER
SECTION
FINISH GRADE
BACKFILL WITH NATIVE SOIL ONLY
SCARIFY EDGES OF PLANTING HOLE TO ALLOW FOR
ROOT PENETRATION
BOTTOM OF ROOTBALL RESTING ON
UNDISTURBED SOIL
EE /SHRUB PLANTING DETAIL
NTS
5- 0354913
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+ /
+ +
pill
T1 T1 St S1 T2 T2 S33 S4 1 T3 S6 11 T1 S2 S2
i T1 5 S1 Sg /� T3 S6 S3 S2 I o
Tt S5 S5 T2 T2 T2 S3 T3 S6 — T1 T1 S3 S3
f-LAN
COMMON NAME
T7 - Douglas fir TYPICAL PLANTING COMPOSITION IN A 900
T2 - Big leaf maple SQUARE FOOT AREA TO CONSIST OF
T3 -Red alder 3 APPROX. 16 TREES AND 20 SHRUBS.
S1 - Salmonberry
82 - Indian plum L -03
S3 -Sword fem
S4 - Snowbeny
S5 - Low Oregon grape
S6 -Pa�c ninebark
RECORD DRAWINGS
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
r IN PART ON INFORMATION PROVIDED BY OTHERS
s I THIS DRAWING SET WAS PREPARED ONLY FOR THE
r PROJECT AND SITE SPECIFICALLY IDENTIFIED
i HEREON AND IS NOT TO BE USED ELSEWHERE
u Dale
z
S
By 171(113
NTS
�r ESA
5309 Shilshole Ave. NW
Seattle, WA 98107
P: (206) 789 -9658
F:(206)789 -9684
BURIED UTILITIES IN AREA
PLEASE CALL BEFORE YOU DIG
1.800.424.5555
A )PLAN
D
FILE: 8235C00 -L -02
f
/
/ II
� / I
I
1
1 I
I
I 1
i
KEY
/ s
WOODCHIP PATH
9.;r %�
F7771 FORESTED BUFFER ENHANCEMENT 1�
/') _ ��� =i AcL� (PLANTING ZONE 1) L -02
F/--\-/7\ SHRUB BUFFER ENHANCEMENT PLANTING (ZONE 2) eO
\� I STREAM BANK RESTORATION 3 1 2
-- - I (PLANTING ZONE 3) L -02 L -03 L -03
1
NATIVE SEED MIX 2
(PLANTING ZONE 4) O
LIMITS OF CONSTRUCTION,�TYP - GENERAL NOTES:
A. A TEMPORARY STREAM DE- WATERING SYSTEM SHALL BE IN PLACE TO
DIVERT FLOW AROUND WORK AREA PRIOR TO INITIATION OF
TEMPORARY STREAM CROSSING REMOVAL.(SEE SHEET C-02).
B. REMOVE ALL MATERIALS USED IN TEMPORARY STREAM CROSSING
FOR SEQUENCE OF
r ++ Planting Zone 4: Native Seed Mix
Scientific Name
Planting Zone 1: Forested Buffer Enhancement
Common name
%by Weight
Scientific Name
Common Name
Type
Spacing I
Plant Number
Special Instructions
rubra L. ssp. rubra
Native Red Fescue
Trees
95.00
Acer macrophyllum
Bigleaf maple
1 gal
6 ft o.c.
32
95.00
85
Alnus rubra
Red alder
1 gal
6 ft o.c.
16
80
1 gal
Pseudotsuga menziesh
Douglas fir
1 gal
6 ft o.c.
55
1 gal
Agropyron riparium
Total Trees
103
90.00
80
Shrubs
N/A
Mahonia nervosa
Low Oregon grape
1 gal
4 ft o.c.
18
N/A
Weed seed
Oemleria cerasiformis
Indian plum
1 gal
4 ft o.c.
18
Physocarpus capitatus
Pacific ninebark
1 gal
4 ft o.c.
18
Polystichum munitum
Sword fern
1 gal
4 ft o.c.
36
Rubus spectabilis
Salmonberry
1 gal
4 ft o.c.
18
Symphoricarpos albus
Snow berry
1 gal
4 ft o.c.
18
Total Shrubs
125
pill
T1 T1 St S1 T2 T2 S33 S4 1 T3 S6 11 T1 S2 S2
i T1 5 S1 Sg /� T3 S6 S3 S2 I o
Tt S5 S5 T2 T2 T2 S3 T3 S6 — T1 T1 S3 S3
f-LAN
COMMON NAME
T7 - Douglas fir TYPICAL PLANTING COMPOSITION IN A 900
T2 - Big leaf maple SQUARE FOOT AREA TO CONSIST OF
T3 -Red alder 3 APPROX. 16 TREES AND 20 SHRUBS.
S1 - Salmonberry
82 - Indian plum L -03
S3 -Sword fem
S4 - Snowbeny
S5 - Low Oregon grape
S6 -Pa�c ninebark
RECORD DRAWINGS
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
r IN PART ON INFORMATION PROVIDED BY OTHERS
s I THIS DRAWING SET WAS PREPARED ONLY FOR THE
r PROJECT AND SITE SPECIFICALLY IDENTIFIED
i HEREON AND IS NOT TO BE USED ELSEWHERE
u Dale
z
S
By 171(113
NTS
�r ESA
5309 Shilshole Ave. NW
Seattle, WA 98107
P: (206) 789 -9658
F:(206)789 -9684
BURIED UTILITIES IN AREA
PLEASE CALL BEFORE YOU DIG
1.800.424.5555
A )PLAN
D
FILE: 8235C00 -L -02
f
/
/ II
� / I
I
1
1 I
I
I 1
i
KEY
/ s
WOODCHIP PATH
9.;r %�
F7771 FORESTED BUFFER ENHANCEMENT 1�
/') _ ��� =i AcL� (PLANTING ZONE 1) L -02
F/--\-/7\ SHRUB BUFFER ENHANCEMENT PLANTING (ZONE 2) eO
\� I STREAM BANK RESTORATION 3 1 2
-- - I (PLANTING ZONE 3) L -02 L -03 L -03
1
NATIVE SEED MIX 2
(PLANTING ZONE 4) O
LIMITS OF CONSTRUCTION,�TYP - GENERAL NOTES:
A. A TEMPORARY STREAM DE- WATERING SYSTEM SHALL BE IN PLACE TO
DIVERT FLOW AROUND WORK AREA PRIOR TO INITIATION OF
TEMPORARY STREAM CROSSING REMOVAL.(SEE SHEET C-02).
B. REMOVE ALL MATERIALS USED IN TEMPORARY STREAM CROSSING
FOR SEQUENCE OF
r ++ Planting Zone 4: Native Seed Mix
Scientific Name
Botanical Name
Common name
%by Weight
%Purity
% Min Germination
Shrubs
Mahonia nervosa
Low Oregon grape
\Festuca
rubra L. ssp. rubra
Native Red Fescue
30.00
95.00
85
1 gal
Elymus glaucus
Blue Wildrye
30.00
95.00
85
1 gal
eromus cannatus
California Brome
20.00
90.00
80
1 gal
Deschampsia caespitosa
Tufted Hairgrass
10.00
95.00
85
1 gal
Agropyron riparium
Streambank Wheatgrass
10.00
90.00
80
,.
N/A
Inert matter
1.5 max
WA
WA
N/A
Weed seed
0.5 max
WA
WA
Planting Zone 2: Shrub I& Native Seed Mix Buffer Enhancement
Scientific Name
Common Name
Type
Spacing
Plant Number
Special Instructions
Shrubs
Mahonia nervosa
Low Oregon grape
1 gal
4 ft o.c.
54
Shrubs
Oemleria cerasiformis
Indian plum
1 gal
4 ft o.c.
54
20
Physocarpus capitatus
Pacif ic ninebark
1 gal
4 ft o.c.
54
2 ft o.c.
Polystichum munitum
Sword fern
1 gal
4 ft o.c.
71
I Livestake
Rubus spectabilis
Salmonberry
1 gal
4 ft o.c.
71
51
Symphoricarpos albus
Snow berry
1 gal
4 ft o.c.
54
Total Shrubs
357
50'
X00 OS30 O Oi
S2 S2 S3 S3 S4 S4
S2 S2 ass OO
S1 S1 S1 S1 S6 SS S5
O O O S6
L S1 S1 — — — S6 —S6 — SS S5-
PLBN
GROUP LIKE SPECIES
TOGETHER, TYP.
TYPICAL PLANTING COMPOSITION IN A 1000 SQUARE
FOOT AREA TO CONSIST OF APPROX. 28 SHRUBS.
PLANT SHRUBS IN NATURAL GROUPINGS TO CREATE
WILDLIFE HABITAT ZONES.
COMMON NAME
St - Salmonbeny
S2 - Indian plum 3
S3 - Sword fem L -03
S4 - Snowberry
nr S5 - Low Oregon grape
°- S6 - Pacific ninebark
81161
PRIOR TO PLANTING. SEE NOTES ON SHEET C -08
COIR LOG & BLANKET INSTALLATION.
\\ C. MAINTAIN EXISTING PATH NETWORK POST - CONSTRUCTION. COVER
\ WITH 4" WOODCHIP MULCH AT TIME OF PLANTING.
�\ D. PLANTING SHALL EXTEND TO LIMITS OF CONSTRUCTION, AS SHOWN
\I ON THE CIVIL DWGS.
E. TREES SHALL NOT BE PLANTED WITHIN 10 FT OF SEWER LINE.
KEY NOTES:
\ OWOODCHIP MULCH SHALL BE APPLIED THROUGHOUT PLANTING
ZONES 1 & 2, SEE DETAIL SHEET L -03.
O NATIVE SEED MIX SHALL BE APPLIED AT A RATE OF 40 LBS PER
\I ACRE, SEE SPECIFICATIONS.
\ O THE PLANTING PERIOD FOR PLANTING ZONE 3 DIFFERS FROM
\ THE PLANTING PERIOD FOR PLANTING ZONES 1, 2, & 4; SEE
SPECIFICATIONS.
Oq INSTALL COIR LOGS AND COIR BLANKET PRIOR TO PLANTING
LIVE STAKES.
C
Planting Zone 3 - Stream Bank Restoration
-
Scientific Name
Common Name
Type
Spacing
Plant Number
Special Instructions
Shrubs
Cornus sericea
Red -osier dogwood
Livestake
2 ft o.c.
20
Salix lucida
Pacific w illow
Livestake
2 ft o.c.
13
Salix sitchensis
Sitka willow
I Livestake
12 ft O.C.
18
Total Shrubs
51
PATH —
S
OHWM, TYP.
t LOG, TYP. O4
-_� COMMON NAME
S1 - Redosier dogwood O
S2 - Pacific willowL -03 L -03 4
S3 - Sitka willow
�0C '
3 STREAM BANK RESTORATION
L-02 1 " =5'
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5- 0354912
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NOTE:
PLACE 3 LOGS IN TRIANGULAR FORMATION.
• TIP OF EACH LOG SHALL OVERLIE THE WIDEST END
OF THE NEXT LOG.
PLAN
RECORD DRAWINGS
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS
THIS DRAWING SET WAS PREPARED ONLY FOR THE
PROJECT AND SITE SPECIFICALLY IDENTIFIED
HEREON AND IS NOT TO BE USED ELSEWHERE
Date
By /2/6//3
WETLAND, NP.
A
r
L
STEWART CREEK
G TYPE A,
TYR
LARGE WOODY DEBRIS (LWD) SCHEDULE
TYPE LENGTH DIAMETER QUANTITY
Habitat Log Type A 8 -15 LF 6 -12 IN TBD 3
7/ I, t Habitat Log Type B 15 -30 LF 12+ IN 30
\ i
WAS PLACE INIGEN RAL CO FORMANCE \
ITHIS PLAN Nq THEDESIGN SRECIFICATIONS KEY NOTED:
I \
HABITAT LOGS SHALL BE KEPT CLEAR OF EXISTING PATH.
1
<z> HABITAT LOGS SHALL BE MACHINE PLACED WITHIN THE
CONSTRUCTION LIMITS AND SHALL BE HAND - PLACED OUTSIDE
� � I
OF THE CONSTRUCTION LIMITS. COTTONWOOD LOGS SHALL NOT
BE PLACED INSIDE THE LIMITS OF CONSTRUCTION.
i
i
33 DRAWING SHOWS APPROXIMATE SIZES, QUANTITIES, AND
LOCATION /ORIENTATION OF HABITAT LOGS. ACTUAL SIZE,
QUANTITY, AND LOCATION/ORIENTATION SHALL BE
DETERMINED IN THE FIELD, SEE GENERAL NOTES, THIS SHEET.
r;
GENERAL NOTES:
I I A. HABITAT LOGS SHALL C- FROM SALVAGED, ON -SITE
MATERIAL PER SHEET C-03.
� B. HABITAT LOGS SHALL BE INSTALLED PRIOR TO PLANTING
i
i
INSTALLATION
HABITAT LOG CLUSTER
L -01 NITS
r ESA
5309 S Ave. NW
Seattle, WA
P: (206) 789 -9658
F: (206) 789 -9684
BURIED UTILITIES IN AREA
PLEASE CALL BEFORE YOU DIG
1.800.424.5555
END OF EACH LOG
ON FINISH GRADE
SECTION
STEWART CREEK
HABITAT LOG TYPE B, NP.
V
NOTE: DETAIL SHOWS POSSIBLE ALTERNATIVES
FOR HABITAT LOG PLACEMENT IN STEWART
CREEK. FINAL HABITAT LOG PLACEMENT AND
ORIENTATION SHALL BE DETERMINED BY THE
OWNER'S REPRESENTATIVE IN THE FIELD AND
COORDINATED WITH KING COUNTY PARKS
DEPARTMENT.
C. HABITAT LOGS SHALL BE FIELD LOCATED BY OWNER'S
REPRESENTATIVE AND COORDINATED WITH KING COUNTY
PARKS DEPARTMENT.
D. THE OWNER'S REPRESENTATIVE SHALL BE ON SITE DURING
HABITAT LOG INSTALLATION.
ARIES
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FILTER FABRIC AS NECESSARY
C -02 / SCALE: NTS
FILE: 8235C10 -C -08
INSTALL TEMPORARY GRAVEL BEFORE
GRADING PHASE OF PROJECT,
REMOVE PRIOR TO PAVEMENT
INSTALLATION
NOTE: ONLY INSTALL
TEMPORARY GRAVEL AROUND
CATCH BASINS IN UNPAVED
AREAS. USE FILTER FABRIC TO
PROTECT EXISTING CATCH
BASINS IN PAVED AREAS.
SCALE: NTS
FILE: 8235C10 -C-08
PLAN
INSTALL TEMPORARY FILTER FABRIC
BETWEEN FRAME AND GRATE OF ALL
CATCH BASINS AND INLETS INSIDE
OR ADJACENT TO DISTURBED AREAS.
PLAN
8"
MIN.
2" BY 4" WOOD POSTS,
STANDARD OR BETTER
OR EQUAL ALTERNATE
o i
N
-
FILTER FABRIC MATERIAL 60" WIDE
ROLLS. USE STAPLES OR WIRE
RINGS TO ATTACH FABRIC TO WIRE
4 2" BY 2" BY 14 GA. WIRE to
FABRIC OR EQUIV.
FILTER FABRIC
MATERIAL
O4 2" BY 2" BY 14 GA. WIRE
FABRIC OR EQUIV.
N
7 a"
MIN
u�
3 BURY BOTTOM OF Z–< 2 >2- BY 4" WOOD POST
FILTER MATERIAL IN �/
6" MAX. 8" BY 12" TRENCH
SECTION
NOTE: FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.
2 SILT FENCE DETAIL
C -02 SCALE: NTS
FILE: 8235C10 -C -08
SACKS SHALL BE #10 JUTE BURLAP
OR APPROVED ALTERNATE FILLED
WITH 48 TO 55 LBS. OF PEA GRAVEL
BACKFILL,FOR DRAINS.
lJ INSTALL APPROXIMATELY 3 FEET
ABOVE CHANNEL INVERT. ALIGN
LOW POINT IN DAM WITH CENTER
OF CHANNEL.
A
ADD VISQUEEN
THROUGH FILLED
THROUGH FILLED
STACK
� FLOWLINE
I V PLACE SACKS FIRMLY W/17 iw �DG�"0�"
AGAINST GROUND LINE
AND ADJACENT SACKS.
PLAN SECTION A
C -08 / SCALE: NTS
FILE: 8235C10 -C -08
INSTALL NATIVE STREAMBED MATERIAL WHERE
APPROX SUITABLE OTHERWISE PROVIDE STREAMBED
CENTER LOCATION OF UNDERGROUND WARNING TAPE
SEDIMENT PER WSDOT SECTION 9- 03.11(1) TO
CENTURY LINK 4" PVC PER SUB - SECTION 10.15052
CONDUIT (LOOKING NORTH) UNDERGROUND WARNING TAPE DEPTH OF 12 ". MATCH EXISTING GRADE.
PER SUB - SECTION 10.15052 TRACER WIRE PER SUB - SECTION
4 " -6" MOUND TRACER WIRE PER SUB- SECTION APPROX LOCATION OF 10.15052
10.15052 CENTURY LINK 4" PVC
CONDUIT (LOOKING NORTH)
18" TOPSOIL STA 1 +00 TO 8 +60 —
(EXCLUDING STREAM CROSSING) ONLY.
MATCH EXISTING GRADE. SEE
SUBSECTION 10.02900 FOR SALVAGE/
IMPORT REQUIREMENTS. BACKFILL FOR
ALL OTHER STATIONING AS INDICATED
ON THE DWGS AND AS SPECIFIED.
NATIVE SOIL
C -05 SCALE: NTS
C-06 / FILE: 8235C10 -C-08
RECORD DRAWINGS
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS
THIS DRAWING SET WAS PREPARED ONLY FOR THE
PROJECT AND SITE SPECIFICALLY IDENTIFIED
HEREON AND IS NOT TO BE USED ELSEWHERE
Date �+
By
I... .>
PER CITY STD PLAN 405 EXCEPT PIPE
ZONE MATERIAL SHALL BE GRAVEL
BACKFILL FOR PIPE ZONE BEDDING
PER WSDOT SECTION 9- 03.12(3). IN NO
CASE SHALL PEA GRAVEL BE
PERMITTED.
r ESA
5309 S le Ave. NW
Seattle, WA
P: (206) 789 -9658
F: (206) 789 -9684
BURIED UTILITIES IN AREA
PLEASE CALL BEFORE YOU DIG
1.800.424.5555
BACKFILL ONLY
n iA
CLSM PER WSDOT XX
SECTION 2- 09.3(1)E
NATIVE SOIL
KEY NOTES:
OTHE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF
JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT SUPPORT POST, WITH A
MINIMUM 6 -INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST.
OTHE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL
BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES).
OA TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES WIDE AND 12 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD
POST TO ALLOW THE FILTER FABRIC TO BE BURIED.
OWHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO
THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS.
THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES
ABOVE THE ORIGINAL GROUND SURFACE.
OTHE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED THE FENCE, AND 20 INCHES OF THE FABRIC SHALL
BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND
SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES,
OWHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE
ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS.
7 > PROVIDE 3/4 " -1.5 WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE.
8 INSTALL UPSTREAM SCREENED DIVERSION PUMP. PUMP SHALL, AT A MINIMUM, BE A 6 INCH GAS POWERED TRASH PUMP,
SUFFICIENT TO HANDLE EXPECTED STREAM FLOWS OF 0.5 TO 3 CUBIC FEET PER SECOND INCLUDING FLEXIBLE PIPE
SYSTEM.
OSELECT DISCHARGE POINT DOWNSTREAM OF IMPACTED AREA TO AVOID EROSION. LINE DISCHARGE AREA WITH VISQUEEN
OR EQUIVALENT TO DISSIPATE FLOW ENERGY AND PREVENT CHANNEL SCOUR.
10 INSTALL UPSTREAM COFFERDAM WITH LOW POINT ALIGNED WITH CENTER OF ACTIVE CHANNEL. COORD LOCATION WITH
TEMPORARY STREAM CROSSING.
11 INSTALL DOWNSTREAM COFFERDAM BELOW IMPACTED AREA.
12 COMPLETE ALL IN WATER WORK, GRADE SITE AND INSTALL COIR LOGS AND COIR BLANKET WHILE CHANNEL IS
DE- WATERED. WORK SHALL BE COMPLETED AFTER INSTALLATION OF PIPELINE AND DURING REMOVAL OF TEMPORARY
STREAM CROSSING. DECOMMISSION BYPASS PUMPING SYSTEM UPON ACCEPTANCE BY OWNERS REPRESENTATIVE.
13 WHERE DEWATERING PIPE CROSSES EQUIPMENT CROSSING OR INTERFERES WITH CONSTRUCTION, BURY PIPE IN A
TRENCH AND COVER WITH STEEL PLATES.
14 USE HIGH VISIBILITY FENCING TO DELINEATE IN- STREAM LIMIT OF WORK.
15 BACKFILL AS INDICATED ON PIPING PLAN AND PROFILE SHEETS.
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FILTER FABRIC AS NECESSARY
C -02 / SCALE: NTS
FILE: 8235C10 -C -08
INSTALL TEMPORARY GRAVEL BEFORE
GRADING PHASE OF PROJECT,
REMOVE PRIOR TO PAVEMENT
INSTALLATION
NOTE: ONLY INSTALL
TEMPORARY GRAVEL AROUND
CATCH BASINS IN UNPAVED
AREAS. USE FILTER FABRIC TO
PROTECT EXISTING CATCH
BASINS IN PAVED AREAS.
SCALE: NTS
FILE: 8235C10 -C-08
PLAN
INSTALL TEMPORARY FILTER FABRIC
BETWEEN FRAME AND GRATE OF ALL
CATCH BASINS AND INLETS INSIDE
OR ADJACENT TO DISTURBED AREAS.
PLAN
8"
MIN.
2" BY 4" WOOD POSTS,
STANDARD OR BETTER
OR EQUAL ALTERNATE
o i
N
-
FILTER FABRIC MATERIAL 60" WIDE
ROLLS. USE STAPLES OR WIRE
RINGS TO ATTACH FABRIC TO WIRE
4 2" BY 2" BY 14 GA. WIRE to
FABRIC OR EQUIV.
FILTER FABRIC
MATERIAL
O4 2" BY 2" BY 14 GA. WIRE
FABRIC OR EQUIV.
N
7 a"
MIN
u�
3 BURY BOTTOM OF Z–< 2 >2- BY 4" WOOD POST
FILTER MATERIAL IN �/
6" MAX. 8" BY 12" TRENCH
SECTION
NOTE: FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.
2 SILT FENCE DETAIL
C -02 SCALE: NTS
FILE: 8235C10 -C -08
SACKS SHALL BE #10 JUTE BURLAP
OR APPROVED ALTERNATE FILLED
WITH 48 TO 55 LBS. OF PEA GRAVEL
BACKFILL,FOR DRAINS.
lJ INSTALL APPROXIMATELY 3 FEET
ABOVE CHANNEL INVERT. ALIGN
LOW POINT IN DAM WITH CENTER
OF CHANNEL.
A
ADD VISQUEEN
THROUGH FILLED
THROUGH FILLED
STACK
� FLOWLINE
I V PLACE SACKS FIRMLY W/17 iw �DG�"0�"
AGAINST GROUND LINE
AND ADJACENT SACKS.
PLAN SECTION A
C -08 / SCALE: NTS
FILE: 8235C10 -C -08
INSTALL NATIVE STREAMBED MATERIAL WHERE
APPROX SUITABLE OTHERWISE PROVIDE STREAMBED
CENTER LOCATION OF UNDERGROUND WARNING TAPE
SEDIMENT PER WSDOT SECTION 9- 03.11(1) TO
CENTURY LINK 4" PVC PER SUB - SECTION 10.15052
CONDUIT (LOOKING NORTH) UNDERGROUND WARNING TAPE DEPTH OF 12 ". MATCH EXISTING GRADE.
PER SUB - SECTION 10.15052 TRACER WIRE PER SUB - SECTION
4 " -6" MOUND TRACER WIRE PER SUB- SECTION APPROX LOCATION OF 10.15052
10.15052 CENTURY LINK 4" PVC
CONDUIT (LOOKING NORTH)
18" TOPSOIL STA 1 +00 TO 8 +60 —
(EXCLUDING STREAM CROSSING) ONLY.
MATCH EXISTING GRADE. SEE
SUBSECTION 10.02900 FOR SALVAGE/
IMPORT REQUIREMENTS. BACKFILL FOR
ALL OTHER STATIONING AS INDICATED
ON THE DWGS AND AS SPECIFIED.
NATIVE SOIL
C -05 SCALE: NTS
C-06 / FILE: 8235C10 -C-08
RECORD DRAWINGS
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS
THIS DRAWING SET WAS PREPARED ONLY FOR THE
PROJECT AND SITE SPECIFICALLY IDENTIFIED
HEREON AND IS NOT TO BE USED ELSEWHERE
Date �+
By
I... .>
PER CITY STD PLAN 405 EXCEPT PIPE
ZONE MATERIAL SHALL BE GRAVEL
BACKFILL FOR PIPE ZONE BEDDING
PER WSDOT SECTION 9- 03.12(3). IN NO
CASE SHALL PEA GRAVEL BE
PERMITTED.
r ESA
5309 S le Ave. NW
Seattle, WA
P: (206) 789 -9658
F: (206) 789 -9684
BURIED UTILITIES IN AREA
PLEASE CALL BEFORE YOU DIG
1.800.424.5555
BACKFILL ONLY
n iA
CLSM PER WSDOT XX
SECTION 2- 09.3(1)E
NATIVE SOIL
KEY NOTES:
OTHE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF
JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT SUPPORT POST, WITH A
MINIMUM 6 -INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST.
OTHE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL
BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES).
OA TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES WIDE AND 12 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD
POST TO ALLOW THE FILTER FABRIC TO BE BURIED.
OWHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO
THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS.
THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES
ABOVE THE ORIGINAL GROUND SURFACE.
OTHE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED THE FENCE, AND 20 INCHES OF THE FABRIC SHALL
BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND
SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES,
OWHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE
ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS.
7 > PROVIDE 3/4 " -1.5 WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE.
8 INSTALL UPSTREAM SCREENED DIVERSION PUMP. PUMP SHALL, AT A MINIMUM, BE A 6 INCH GAS POWERED TRASH PUMP,
SUFFICIENT TO HANDLE EXPECTED STREAM FLOWS OF 0.5 TO 3 CUBIC FEET PER SECOND INCLUDING FLEXIBLE PIPE
SYSTEM.
OSELECT DISCHARGE POINT DOWNSTREAM OF IMPACTED AREA TO AVOID EROSION. LINE DISCHARGE AREA WITH VISQUEEN
OR EQUIVALENT TO DISSIPATE FLOW ENERGY AND PREVENT CHANNEL SCOUR.
10 INSTALL UPSTREAM COFFERDAM WITH LOW POINT ALIGNED WITH CENTER OF ACTIVE CHANNEL. COORD LOCATION WITH
TEMPORARY STREAM CROSSING.
11 INSTALL DOWNSTREAM COFFERDAM BELOW IMPACTED AREA.
12 COMPLETE ALL IN WATER WORK, GRADE SITE AND INSTALL COIR LOGS AND COIR BLANKET WHILE CHANNEL IS
DE- WATERED. WORK SHALL BE COMPLETED AFTER INSTALLATION OF PIPELINE AND DURING REMOVAL OF TEMPORARY
STREAM CROSSING. DECOMMISSION BYPASS PUMPING SYSTEM UPON ACCEPTANCE BY OWNERS REPRESENTATIVE.
13 WHERE DEWATERING PIPE CROSSES EQUIPMENT CROSSING OR INTERFERES WITH CONSTRUCTION, BURY PIPE IN A
TRENCH AND COVER WITH STEEL PLATES.
14 USE HIGH VISIBILITY FENCING TO DELINEATE IN- STREAM LIMIT OF WORK.
15 BACKFILL AS INDICATED ON PIPING PLAN AND PROFILE SHEETS.
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STREAM DEWATERING PLAN
SCALE: 1 "= 10'-0"
FILE: 8235C00 -C -100 S=03 5
9 C
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STREAM DEWATERING PLAN
SCALE: 1 "= 10'-0"
FILE: 8235C00 -C -100 S=03 5
9 C
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z
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zz
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LL
TEMP BYPASS
PUMPING SYSTE
EXIST i\ 14 PLUG
MH 5315135 (TYP EA END)
RIM EL = 398.04± 1 2
CL CHNL 12" (N, E) = 386.39± R \
S ENIENFION \
DF.NTEI�; ION
POND
I
LIP.IITS OF CONS - RUCTION (T YP) EXIST
20 PcR[%!ANENT 12" SS
EASELIENT (TYP) -
i
1C' CONSTRUC?ISiIC' _ \
iI-
X 600
° - MH5314079
_ I STA O i 75.77
d r SiSS ° Y7° ° o ° ° o °
1 +50
0i 2
1
�y 1
RECORD DRAWINGS
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS
THIS DRAWING SET WAS PREPARED ONLY FOR THE
PROJECT AND SITE SPECIFICALLY IDENTIFIED
HEREON AND IS NOT TO BE USED ELSEWHERE
Date
By 17/6//3
aJ � Fns JI
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VALVE VAULT I
a
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O I OO
� ELECT BLDG
WET WELL
i
g I /
EAST RENTON
E2 LIFT STATION
I 7XI`I'T 60'0 /I FACILITY
rvi OT 0+0 060
ST I 0 +00.00 %
1 I`
4 EMERGENCY
STORAGE WELL
-7 EXIST /
10" SS
/
' TEMP BYPASS
r i KING COUNTY W -7LAND ANC
PUMPING SYSTEM
STREAM BUFF ER I1191TS
/ OCrI\ PLUG
14 (TYP EA END)
r
r
r
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r V
1
1 I 1
1
1
I 1 1 EXIST
MH 5314 078
RIM EL = 401.20
CL CHNL 10" (E, W) = 387.20
A BYPASS PUMPING PLAN
C -04 SCALE: 1 " =20'
FILE: 8235C00 -C -100
BURIED UTILITIES IN AREA
PLEASE CALL BEFORE YOU DIG
1.800.424.5555
y
5" SS
EXIST
I I
GENERAL NOTES:
A. 4" PVC CONDUIT DESIGNED BY CENTURY LINK
NOT SHOWN ON THIS SHEET. SEE PIPING
PLAN AND PROFILE SHEETS FOR DETAILS,
T" OKNESS TO MATCH
'TING. CLASS 3/4" HMA
WSDOT SECTION 9 -03.8
3- INCHES CSTC PER WSDOT
SECTION 9 -03.9 (3)
EXIST 60 "0
MH 5314 079
1 MANHOLE CHANNELING
C -OS SCALE: 314"= V -0"
FILE: 8235C10 -C -08
EXIST GRADE
QUARRY SPALL
CHES CSBC PER WSDOT
:TION 9 -03.9 (3)
2 NEW AC PAVEMENT
C-06 SCALE: 3/4" = V -O"
FILE: C- 07.dwg
COARSE
AGGREGATE AS NEEDED TO
SUPPORT LOADS
C SECTION 5
- j SCALE: 1 1/27=
FABRIC
TEMPORARY 8 "0 PIPE
CULVERT
KEY NOTES:
OTEMPORARY BYPASS PUMPING MANHOLE. MAX
NOISE OF TEMPORARY BYPASS SYSTEM SHALL BE
45 dBa AT NEAREST RESIDENTIAL PROPERTY LINE.
FIELD VERIFY DIAMETER OF MANHOLE.
2OLOCATION AND DATA FOR EXISTING MANHOLE IS
BASED ON CITY OF RENTON GIS DATA AND IS
APPROXIMATE. CONTRACTOR TO FIELD VERIFY.
OCHANNEL WITH FAST SETTING CONCRETE.
CHANNEL HEIGHT= 12 INCHES.
OBYPASS PUMPING DISCHARGE LOCATION. ROUTE
PIPING TO INVERT OF EMERGENCY STORAGE
WELL. TEMPORARILY SUPPORT PIPING AS REQD.
55 CONSTRUCTION OF TEMPORARY STREAM
CROSSING IS PROVIDED TO FACILITATE
EQUIPMENT ACCESS ALONG PIPELINE ALIGNMENT.
CONTRACTOR TO INSTALL PER GENERAL DETAILS
SHOWN ON THE DWGS AND PER BEST
MANAGEMENT PRACTICES. SUBMITTEMPORARY
STREAM CROSSING TO ENGINEER FOR APPROVAL
PRIOR TO INSTALLATION. REMOVE ALL MATERIALS
FOR TEMPORARY STREAM CROSSING PRIOR TO
STREAMBANK RESTORATION. SEE SUBSECTION
10.02910 FOR ADDITIONAL REQUIREMENTS.
OCOMPACT CSBC AND CSTC TO 95% MOD PER ASTM
D 1557.
OCOMPACT HMA TO AT LEAST 91% OF ITS MAXIMUM
THEORETICAL SPECIFIC GRAVITY (RICE DENSITY).
OCONTRACTOR TO COORDINATE WITH LOCAL HOA
FOR STORMWATER DETENTION POND ACCESS.
OTEMPORARY BYPASS PIPING. CONTRACTOR TO
ROUTE ABOVE GROUND /UNDERGROUND AND
SUPPORT AS REQUIRED.
1p SEE STREAM DEWATERING PLAN FOR COFFERDAM
DETAILS. ADD VISQUEEN SHEET OR EQUIVALENT
TO FUNNEL STREAM FLOW.
11 VISQUEEN SHEET OR EQUIVALENT AT OUTLET OF
CULVERT.
12 EXTEND CLSM TO 5 FEET OUTSIDE OF STREAM.
13 INSTALL CONCRETE CUT -OFF WALL AT END OF
CLSM.
14 USE TEMPORARY PLUG TO BLOCK FLOW TO
RING BYPASS PUMPING.
07
C-05!,,/ SCALE: 1/2" - 1' -0"
FILE: 8235C10 -C -08
SMU354yuy 4
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EXIST TELEPHONE POLE GENERAL NOTES:
A. LIMIT PVC JOINT DEFLECTION TOA
J MAX OF HALF MFR'S RECOMMENDED
APPROX LOCATIO OF
CENTURY LINK 4" VC ��
EXISTOVERHEAD
_ \
\ JAI orb
J'�.
��
1f` /- JOINT DEFLECTION.
%� ,1p
KING COUNTY WETLAND AND STREAM
BUFFER LIMITS
1 S
CONDUIT , �)
,` ��
TELEPHONE LINE 1
A �P 3D
//
e°
106 /CI
J
I j: 1 BE
r i�
7 v [� JFI� � B. PIPELINE EXCAVATIONS SHALL T
�I CLOSED UP OR PROTECTED AT THE
\ ,(�
i
„ %ill II �
i7 END OF EACH WORK DAY.
— — D
O JI
II
m�C. RECORD DRAWING LOCATION OF
24' 'n ' ®F1 - — --
ry� oHL
— - - - m= SEWER MAIN AS SHOWN IS NOT
6
i
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1�
I�hII\R' Ili L_S
11.25° VERT /HORZ
��
BEND i
1
Il
/
1 u'
11
_ - (nr SUFFICIENT TO LOCATE THROUGH
= �mm PARK. FIELD LOCATE WITH TRACER
SDMH RIM-374.12
IE CMP(NE)=370.92
n
J0 , I
1�l O. EI
4 GRIND AND OVERLAY
STA 8 +06 - /
/
2a2
',
! --- _
APPROX LOCATION OF
CENTURY LINK 4" PVC
WIRE.
IS 2`CMP(E)= 370.52
IE
J
I 3 I
CP 1 , SR SS DISC 1,' /PUNCH /
I,!. / 15" SS
VERT BEND
/
' l,IAPLE CLUSTER CONDUIT
n�
O
2 CMP(W)- 369.62
IE !D CMP(N)- 369.02
ti `
m I 1
635D 11144AC 11.25°
N=177/,37.113
STA 8 +35 KING CO.
3��''11 /
�(L Ln +
IE :D °CMP(S)= 368.9
/ >
E= 1316601.107
- 3 -/4.f7
ELEV_
_
O PARKS
O
II
LIis11T O
S F
NSTRUCTION TYP
L� S
/
/
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KEY NOTES:
(DWN: 0.3') uIv11T5 OF CONSTRUCTION (TYP)
O" EXIST
1 2"G i
380— — /
_
/" _� - IV' 1!'
�� ��- 1O CONTRACTOR TO VERIFY DEPTH BY
_�
_ -
0200 TRACING WIRE �
EXIST Typ STATION `y
_ /
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8 "CEDAR
7v
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�'�� i2' POTHOLE PRIOR TO COMMENCING
C CONSTRUCTION.
(D 6 !Ih
_
76.I
2
�CUT PE WITH
HAMMERING
--
❑ ��
COLIC WAU<
- -11I V� �� ( \
/
�"�
11.25°
HORZ BEND
G
$
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/
—. .J r �' SIB
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_ _ _
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ALLOWED. CONNECT NEW SANITARY
5 +79
2 5 7
- -�--
/
G G ROLLED CURS
148th PL BE
5 � UNDERGROUND _
G II - - - -- - '® _g GAS E =373.3
10' CONSTRUCTION
/ /
SEWER PIPING
GROUTING RING, WITH
O OR EQUAL. FILL
VOID WITH GROUT.
—
—
_
1, 30 °CMP
T TYP)
EASEMENT (
/ 6xy9�
C
1
M
EXIST
30" SO p
/
P 11.25°
STA
HORZ BEND
5 +99
OINSTALL NEW 60" SANITARY MANHOLE
CP;(12 PER CITY STD PLAN 400.1
4 +AB
J '�_p) I
/ CB RIL1- 375.60 O
11.25° HORZ BEND
STA 7 +08
\ /
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6'� 'N--177E39.529 D j
_K
;Oaco CURB
IE 30 "CMP N = 370.35
/ / O
/
15" SS
;�-- -j
1318685.320 �' 4O AT COMPLETION OF CONSTRUCTION,
�I,�.! 330.77.
0
CONIC lMU(
In
i -- IE 30 °CMP(S)= 370.20
/ al APPROX LOCATION OF
/
�
�
I �' i GRIND EXIST AC 5 FEET FROM ALL
1 ✓' i �' i' CURBS AND JOINTS. PROVIDE 1 -112"
dfl 1 ° do 7 u CENTURY LINK 4" PVC
/
x00
OVERLAY FOR ALL PAVEMENT WITHIN
EXIST
I CONDUIT
�' LIMITS OF CONSTRUCTION.
MH 5314090
2
—I STUB UP
6 "9
/
20' PERMANENT EASEI,dENT (TYP)
_ O/'
/ /
/
STA 10 +30.73 I
EXIST
I
= \ /
C -07 CP,'71 J//
CB RIM = 373.83 635D- n.nrN /;.
0! 3 60
�_ MH 5314 086
STA 8 +57.86
/
/
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�'
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EXIST
1 2" G OREMOVE CHANNELING TO MATCH
CITY STD PLAN 400.RECHANNEL
, SIM CHANNEL R
10" SD
m
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R- 777587.910
IS 8 °CMP(SW)= 371.73 [ 1316805.707
ELEV= 375.77
\
SEWER MANHOLE
I
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0
ONLY, AS READ
t 1
c P(
MARKING POST PER CITY
STD PLAN 404.2
S T I 6350- 10.9R/C
,(� O
\` N= 777717.766
CP /,n0
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=
„�>-�""
-�
(" M. 6 14' -0"x6' -0" TALL DOUBLE CHAIN -LINK
O
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ELEV =37azz �i ��f
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WSDOT STD PLAN L- 30.10 -00 AND
WSDOT SECTION 8-12.
i
BURIED GAS
� .OREMOVE SOIL IN 3' LAYERS AROUND
EXISTING UP
i
1
PIPEUNE
� MANHOLE TO PREVENT SOIL LOADING
�'( It: �, ON ONE SIDE OF MANHOLE.
/
PLAN
�
� C
ENCASE PIPES CO WITH
PER SECTION )E
SCALE: 1" = 20'
TO EXTEND A MINIMUM OF 12" ABOVE,
FILE: 8235000 -C -100
BELOW AND BEYOND EDGES OF PIPES.
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360 LF
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N
365
15" SS @ 0.015
APPROX LOCATION
IN TRENCH
U) 365
2 5
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15"
IVC SDR 35
15" PVC SDR 35
U
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360
360
EX 15 "SS @0.004
3
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BACKFILL:
NATIVE
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BORROW PER WSDOT
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C -08
MATERIAL
355
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SECTION 9- 03.14(1)
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STA 10 +50 STA 10 +00
STA 9 +50 STA 9 +00
STA 8 +50 STA 8 +00
STA 7 +50
STA 7 +00 STA 6 +50 STA
6 +00
STA 5 +50 STA 5 +00
RECORD
DRAWINGS
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED'
IN PART ON INFORMATION PROVIDED BY OTHERS
®
PROFILE
SCALE: = 20' VERT: 1" = 5'
S=0354908
_ � � ,r
35COO- -
FILE: 8235000 -C -100
THIS DRAWING SET WAS PREPARED ONLY FOR THE
ORIGINAL
1 RECORD DRAWINGS TJW
1216/13 LRK so
a.
PROJECT AND SITE
HEREON AND IS NOT
SPECIFICALLY IDENTIFIED
TO BE USED ELSEWHERE
SEALED BY
TYLER JAMES WHITEHOUSE
ACE ENGINEERS, INC
saeh TJW
„an¢wru„�, �-
AS INDICATED 6 ,a
CITY OF
EAST RENTON LIFT STATION DEC 2013
aewea -
ELIMINATION
Date
03/19/2013
4ss4s
EDL
RENTON
°
BURIED UTILITIES IN AREA
o-emc
DATUM
� Planning /Building /Public Works Dept
_
PIPING PLAN AND PROFLE — STA 5 +00 - STA 10 +31 C-06
BY /ZIb� /3
PLEASE CALL BEFORE YOU DIG
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NO. REVISION BY
DATE APPR " o
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GENERAL NOTES:
KING COUNTY \NEEI I -AND
2200 TRACING WIRE
STATION
A. LIMIT PVC JOINT DEFLECTION TO A MAX OF HALF MFR'S
i
AND STREADA BUFFER
TYP
RECOMMENDED JOINT DEFLECTION.
LIiv11T5
APPROX LOCATION OF
APPROX LOCATION
is S IUhul n I 'R
B. PIPELINE EXCAVATIONS SHALL BE CLOSED UP OR
CENTURY LINK TELEPHONE
OF CENTURY LINK
DE 1 N ION
PROTECTED AT THE END OF EACH WORK DAY.
POLES AND REROUTED
� 7 EXIST
264 -TA HANDHOLE
IOND
11.25° VERT /HORZ BEND
11.25° VERT BEND TELEPHONE LINE
TELEPHONE POLE
ABANDONED
o u
C. RECORD DRAWING LOCATION OF SEWER MAIN AS SHOWN
APPROX LOCATION
STA 4 +41
STA 4 +05
EXIST
TELEPHONE LINE
�� I le 390.7
IS NOT SUFFICIENT TO LOCATE THROUGH PARK. FIELD
LOCATE WITH TRACER WIRE.
\OF CENTURY LINK
4" PVC CONDUIT 0' CONSTRUCTION
EASEG;IENT(
CTION
_
YP)
6359
6357- 703�4/C LIMITS OF 2 "G CP!;7
1 1 /8D36 852 635D- 10.7R/C
/ CONSTRUCTION BURIED
k 1516612.612 N= 778210.D86111
X30 CPEP '
1
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6'
I I, o
LIf .63 (TYP) _
`i LORION I2 CE E Ez178210.086
63501RAS.'DICC
_ , a C -07
13778279.
A MANHOLE
{FIEi7 NOTES:
t
�te!�72`.4 , e.
6' -8 22 '
EC � TEMPORARY
�I e "CTY�D.
14 "CEDAR 6 0
,t2- ,g„
�* FLEVt66oe�1
[39
- 392.67 CHANNELING
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(
`1jC APPROX H.
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18"
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-\I� ,-_ /�I� %i)�. ��,��pl E= 137661x559 t 12” nSD. �70 Cn,D. CT OSSIN7
2D %u \\ ^• „� *_....3 -�-._ �*., 6 �Jti - J�.1 G CEoDA �` \
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EXIST 60 "0 MH 5314 079
-- i- - _ I� -'`y Ex SOT
A 0 +75.77
STA
2 CONTRACTOR TO VERIFY DEPTH BY POTHOLE PRIOR TO
(J CONTRACTOR ORTO IFY DEPTH BY
CONSTRUCTION.
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-
O3 CORE DRILL A D SANITARY SEWER PIPING
WITH KOR -N -SEAL BOOT WITH SST CONNECTOR, OR EQUAL.
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ACTIVITIES AS
SEAL WATER TIGHT. REINSTALL TO MATCH EXISTING.
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`> �- ° 1 t EXIST
�5 CHANNEL WITH FAST SETTING CONCRETE. PER CITY STD
PLAN 400.1.
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� �/ i , DIP
INSTALL HYDROPHILIC WATERSTOP HORIZONTALLY
AROUND INSIDE FACE OF EXIST MH, MIN 6" BELOW INV OF
�20' P °:4r:1Ap�DNT EAS Ei,1T (TYP) t
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G� �t`-° EXIST
GREENSTREAK, OR EQUAL. ADHERE WATERSTOP TO EXIST
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C RI A =595,3 �(-` �k ' I`
IE 3o "CPEP( sw;= 390.79 - 6' .� 1 t 4.5 C> 30" SD
Mi
MH USING A SINGLE COMPONENT WATER-SWELLING
SEALANT, ULTRA SEAL P -201 BY ADEKA, LEAKMASTER LV -1
1 EXIST \
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BY GREENSTREAK, OR EQUAL. AFTER CONC HAS TAKEN
BURIED v�v
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( I I y- ,,) I �.n
INITIAL SET, SEAL JOINT WITH SYNTHETIC RUBBER SEALING
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COMPOUND SIKAFLEX 2c NS OR SL, OR EQUAL PER S18a
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P 12 +SS
TYP
7 TELEPHONE POLES AND OVERHEAD AND BURIED LINES
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18"
ELECT 3LD G
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IND ICATED WIL L BE RER OU TED BY ENT RY LINK APP R
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10 FEET WEST AT THE START OF CONSTRUCT ION . U T IL ITIES
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WI LL REMAIN WITHIN THE LIMITS OF CONSTRUCTION.
CONTRACTOR COO RDINAT E CLEARING A ND WORK
EFFORTS WITH CENTURY LINK AND CITY DURING
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DIP iIla \/�T� /`,6� d - -� ��'' 11 1a-
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8� PIPELINE APPROACH TRENCH SHALL BE ISOLATED FROM
STREAM UNTIL PIPE IS READY TO BE INSTALLED ACROSS
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PIPES
IA
PLAN
EAST RENTON
TO EXTEND MINIMUM OF 12' ABOVE,
SCALE: V=20'
EXIST 60" 0 MH 5314 080 LIFT STATION
SECTION 093(1)E
BELOW AND BEYOND EDGES OF PIPES.
FILE: 8235C00 -C -100
STA 0 +00.00 FACILITY
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EX 30" SO
IE 390.9±
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385 UJ
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ENCASEMENT
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385
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IPE TRENCH CONC MANHOLE
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(TYP 2) 1
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CENTURY LINK 4" PVC CONDUIT
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NOT SHOWN ON PROFILE, SEE
P015
UT-OFF
WALL CHANNELING
C -07
DETAILS 5 & 6 ON C-08 FOR
TYP (
P 2)
APPROX LOCATION IN TRENCH
_ PLUG
AND
FILL WITH FAST SETTING
375 LU
ABAI,
DON (TYP)
�
_`- CONC, RAPID SET OR
EQUAL. APPROX 3 CY PER
375
6
`�
-1
B
CKFILL:
2' -0" (TYP)
MH. (TYP 2 MANHOLES)
VC
-08 N
TIVE STREAMBED MATERIAL
_
370 Q'
_
_"S
370
115"
PVC SDR 35
Ek 12 S @ 0.0055
7
365
5
w
365
BACKFILL'
GRAVEL BORROW
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3
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C -OB
PER WSDOT
C -O8
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9- 0CTION
BACKFILL:
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NATIVE MATERIAL
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STA 5 +00 STA 4 +50
STA 4 +00
STA 3 +50 STA 3 +00 STA 2 +50 STA 2 +00
STA 1 +50 STA 1 +00 STA 0 +50
STA 0 +00
RECORD DRAWINGS
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
® P R 0 F I LE
S=0354907
IN PART ON INFORMATION PROVIDED BY OTHERS
� !',, SCALE: HORIZ: 1"= 2'07\ ERT: 1" = 5,
,* FILE: 8235000 -C -100
THIS DRAWING SET WAS PREPARED ONLY FOR THE
PROJECT AND SITE SPECIFICALLY IDENTIFIED
HEREON AND IS NOT TO BE USED ELSEWHERE
ORIGINAL 1 RECORD DRAWINGS TJW 12/6/13 LRK
SEALED BY Su PACE ENGINEERS, INC s AS INDICATED
s
TYLER JAMES WHITEHOUSE,E 7JW
NOR1Z '�' �D CI OF EAST RENTON LIFT STATION DEC 20,3
�= ELIMINATION "`°�`°"
�J
Date �+
03/19/2013
49545 � EDL
RENTON
BURIED UTILITIES IN AREA
PLEASE CALL BEFORE YOU DIG
** «�BMCEpciv
°xLL
DATUM
Planning /BUildfng/PUbllcworksoept. PIPING PLAN AND
PROFILE —' STA 0 +00 — STA 5 +00 o�mC -0rJ
B 72/6113
Y
1.800.424.5555
NO. REVISION BY DATE APPR _BRM
� 7 13
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r 1 A I PCOURDTE GENERAL NOTES:
C -07 A. EXISTING SURVEY CONDUCTED MAY 2009 IDENTIFIES
Z I I I N = 178282.36 N = 178349.58 TREES 6 INCHES DBH AND LARGER. NOT ALL TREES AND
O E = 1316495.53 E = 1316495.86
SHRUBBERY ARE SHOWN. LIMITS OF WETLANDS AND
STREAMS ARE APPROXIMATE.
I r / S.ORi *V,r E:R B. ALL CONSTRUCTION ACTIVITIES SHALL BE CONTAINED
- MAPLE NOOD PARK ¢-
_ SEE SHEET C -05 / / I \ J DETTE)NIION I DIRECT LIMITS
STURNSTRUCTION AND AVOID
� I � / � � 7 � C. ALL DISTURBED AREAS SHALL BE RESTORED AT THE
20' PERMANENT I N = 178279.84 �� I I CONCLUSION OF THE PROJECT PER CONTRACT
N = 177929.79 \ I EASEMENT (TYP) / E = 1316594.08 N = 178292.62 1 DOCUMENTS.
/ E= 1316596.21 \ E= 11316624.00
U I D. EAST RENTON LIFT STATION SHALL REMAIN IN SERVICE
SEE SHEET,C -06 4" PVC 6 3 15 "SS AT ALL TIMES THROUGH COMPLETION OF THE
/ , ` _
� PROJECT.CONTRACTOR TO MAINTAIN DRIVABLE ACCESS
�a I
I /L ,;�•y -�I•, t y 1p $ }{ �K 2 I TO THE EXISTING EAST RENTON LIFT STATION AND
ACCESS TO ALL OF ITS FACILITIES FOR CITY PERSONNEL
n9� AT ALL TIMES.
Y ,C / E. LOCATION OF EXISTING UTILITIES SHOWN IS BASED ON
o /I
82J \ - -•• _ RECORD DRAWINGS AND FIELD LOCATES. ALL EXISTING
0 0 3 +50 B= 3 +00__= 2 +50 2 +00 2�) 1 +50 E - --- !- - - - - --
/ G oi- `-� - - Jam, 1r" \
I G�9 \I° / SHALL I VERIFY THE LIOCATION OF ALL EXISTING UTILITIES
/// IrJ O 3 12' SS I 5
382 / / / _ l III y \ P 99,o MI6 / / I AFFECTED BY THIS PROJECT PRIOR TO BEGINNING
/380- -_ -_ ^� / 751.,1 WW i\ \I%/ / �o..>- r .>.� d o %.. �>I� _. I - - - - -- WORK.
L
zip M
tt - �r •/ �'� N = 177929.97 y � i bb �i \ F n � I 9 '? \ -' •� VALVE F. INSTALL BURIED PIPE AS SHOWN ON PIPING PLAN AND
/ b I I
E �' Yb f I \\I / VAULT PROFILE SHEETS.
1318626.21 � � � / � I I
N = 177422.96 / I / / k I LIMITS OF / w /// I i P� r EL12C1 I G. PIPELINE EXCAVATIONS SHALL BE CLOSED UP OR
E = 1316764 21 / / / I CONSTRUCTION. ar-iy. 1 3 C� I \I`\ \i BLDG I PROTECTED AT THE END OF EACH WORK DAY.
{\ \ \?) \ \\ gel\
I / / 2 (TYP, w i"f` . �f° I ?Y` a r .. -, O \`;YID
.N�1774538..__- .._.._ - _ r
1 E = 1316765.16 - � - 3�8' }� 10' CONSTRUCTION /��,! i- I co i i/ O l
EASEMENT (TYP) LL��I
SEE SHEET CL - - /
4 (NP .r"� � � i � �9 O � \\ / � � r �r �eY EAST RENTON
'i
J / ` " / c..�` /.-/ / ( p \1, / • , t M p / LIFT STATION
I r I � � �/ � ..� / Oy \ � 5� � � O A : ✓ � �., ) I: : 4� - FACILITY
/ _/� r ,
BRIAR HILLS / Y " f t ; �Y,> i
l i N l � _ 3� m o � \\ E = 1316727.70 �'r�� ii�� ?vE .
II NO .4
N = 177602.91 / / ' J / 90 y f I KEY NOTES:
N= 177408.22 -' - 7- i y / �i - MBRGENCY
E = 1316777.18 r� ti� L •r , y /
E= 1316781.00 / xo�
WART EFrK, 88 \ ��}'� /� i }:. \ °I �j� /�� i I 1 SEE PLAN A/C -07 FOR BYPASS PUMPING DETAILS.
/N = 178321.61 c2 j PROVIDE TEMPORARY CHAIN LINK GATES WITH DO NOT
E = 1316728.10 I «v// ENTER, CONSTRUCTION SIGNS AT ALL SITE ACCESS
_ L .. . _. YGG / ?r LOCATIONS. LOCK GATES AT THE END OF EACH WORK
148th P
U h�
SE o D , a j , '\ \`�,/ ' DAY COORDINATE WITH CITY ON LOCKING RECS.
CONTRACTOR
RE
I 1 S AGING AREA
O3 PROVIDE TRACER WIRE AND UNDERGROUND WARNING
TAPE PER SUB - SECTION 10 15052 SEE DWGS C-05 & C-06
FOR TRACING WIRE STATION DETAILS.
15 "SS 5 2 F A dy / 'v7
i (y r \ 5"S 1 i� ij 11 G9�' r - _ I �.. L/ _ _ _ _ _ _ LIMITS OF CONSTRUCTION THROUGH MAPLEWOOD PARK
! N = 177407.03 \ I ` ai r V / 7- �- 4 / SHALL BE FENCED FOR DURATION OF CONSTRUCTION TO
E = 1316818.97 N = 177612.94 rm ? sal �y S X77 � r / /i�
J I I E= 1316819.79 G S y I PREVENT OUTSIDE ENTRY. SEE SUB - SECTION 10.01500
i 2Yk 1 rr i I FOR ADDITIONAL REQUIREMENTS.
N= 177449.1a I �� <t�ai " I / m� d MAPLEWOOD
v E = 1316844.86 &� �y r u t CONC 8 ( 0�` � ESTATES PROVIDE UNDERGROUND WARNING TAPE PER
N = 177422.27 I 3� It' r " PAD \ 8 \1 3 Sn I •� SUB SECTION 10 15052
E = 1316844.22 \ �'� W ) w
T - - - - Z \� co �p� ��,� , / D , - W y a I .� O 4" PVC CONDUIT DESIGNED BY CENTURY LINK IS
r _Pth ryi r� I I �2f� �, �n,� � 3 FENCE(5YP) INSTALLED ABOVE AND WEST OF I5 "SS IN SAME TRENCH
FOR FUTURE CENTURY LINK UNDERGROUND TELEPHONE
LINES. THIS PIPING IS SHOWN FOR AS -BUILT PURPOSES
uv� d
ONLY.
WETLANDS (TYP)
MAPLEWOOD PARK
/ UNINCORPORATEN.- I ` CITY OF RENTON
/ KING COUNTY
v I / CITY OF PENTON
/ U1,1I1 S �� ° r I N= 178329.69 / \
�\ E= 1317042.35 / -
DIP
\ / KING COUNTY WETLAND AND STREAM BUFFER LH,11TS
v \ / N = 178314.46 \ \
E = 1317054.44 2 \
UTILI IYAND ACCESS
_ -
/ EASEMENT O CITY
PLANy, OF RENTON
A SCALE: 1" = 40' i
v i I FILE: 8235000 -C -100 I e °., jP a/
30 ATER y /
FF SEIv1ENT
I r D. 90
MAPLEWOOD PARK BOUNDARY
I E� F 1, l ! S=0354906
THESEREI CORD DRAWINGS
R RECORD DRAWINGS HAVE BEEN PREPARED BASED o
IN PART ON INFORMATION PROVIDED BY OTHERS
THIS DRAWING SET WAS PREPARED ONLY FOR THE swrvwEU. wre:
PROJECT AND SITE SPECIFICALLY IDENTIFIED ORIGINAL 1 RECORD DRAWINGS TJW 12/6/13 LRK SEALED BY PACE ENGINEERS, INC EAST RENTON LIFT STATION DEC 2013
TYLER JAMES WHI
HEREON AND IS NOT TO BE USED ELSEWHERE T EHOUSE TJW 1" = 40' 1O"v Qi CITY OF S loR
/J 03/19/2013 �
RENTON ELIMINATION _
Date 49545 EDL ow,"
BURIED UTILITIES IN AREA * *
B /2�6�/3 PLEASE CALL BEFORE YOU DIGvBMCEPei Y Planning /Bu0dIR9/Pehro Works Dept. SITE AND PIPING PLAN C -04
Y 1.800.424.5555 NO. REVISION BY DATE APPR�" °G
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o KING COUNTY WETLAND TREES TO BE REMOVED SHALL BE
AND S RFAvA HUFFFR
- FELLED WITHIN THE LIMITS OF LIMITS OF
LIMITS / CP;;3 CONSTRUCTION. OVERHEAD TELEPHONE CONSTRUCTION (TYP) 'm^ ° IE-39D.7
q
G35D- 70.3R/C CP;,9 30 "CPEP
iJ= 77x036.852 LINE SHALL REMAIN IN SERVICE AT ALL
1 C' CONSTRUCTIO\' 635D- 10.7R /C J
EASEI.IEN- YP J� I E= 1316612.612 TIMES DURING CONSTRUCTION. (TYP) N= 178210.086 ��/ CP;;2 -BRAS: DIS
T
EIFV- 390.63 E= 1316601.979 .y 63578279.. ". H
�/7.J\i 12 °ALDER 12 °CE A ELEV= 390.59 N= 778279. 1
20 'ERMANENT 74' 1 ` `, \ �.�° \ I \�% �/Ir \2,'C ` CP „'8 O8 °CTIYD. E= 1316608.039
` ` 72 ��: 1r� 22 6 °DEC
��"��fVfV00�` FILE -3926
EAS : I.1ENT!'"YPj 6 \ `, 0 {12 1\ `J''' �, IV IL .J\e/ �N: �SSD`9 �.8R /C' >, l< 14C A, c� - -c _ c 6 (7CN: 1.3')�p
B U✓ \ I �.z �2' / �i ` 7 �/II' �J N 178T 1.131 + 12� CEDAR 0 � I I'
2° 12° 18° ,, / �' .:11\ I�.� 7_0�1 l 2p "lC 1316613559 �c 12 °01157. i`.,j 10 "Ciltt). I _ -- I- '�
6 �\ i / - 7 - Env ? n -(� (f/
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S ® \ _
r \ TP 4 \ \_ o �__ -_____ aFL L _ ens oH� o s� \`, I 7
oyfr oAL, .
\ _
jZll 1 \ J, \� \ Oi \ GAS iAARI(ER - -tRpll 0 ( EXISTING a MARKER
//l \I \ ?i. \ �/ -� -- DIRT' - -- TELEPHONE m
��. e• �^[E �1 � - -�� _L= �� -`FOR DETAILS 11' r
fA I��' ear _ J 'POLE SEE C OS �/�a�
m 8 1, I v A�� �� \ �L- L JL 16`x' 20 4' 2' (L�16" 20" 12' /� C
= 3 L
%�� JJ 6
° I 1' 4 �.�. 1 �ll / 14" 11 (TYP) -
c i�!.' EXISTING �`, EXIST OVERHEAD uL Ci RIO- 395.34 1 /
�) TELEPHONE POLE, `, TELEPHONE LINE,}.., 12 11
D I // J E 30'CPEP( SI')- 390.79 „151
ALL TREES TO BE ' \, �` li •J\� /' ^ / / / cu( ��SEE C -05 FOR DETAILS 'DETAILS FOR / UNDERGROUND'EIFT
�,-!J\�• (�,(,, I , STATIO PIPING•AND , Wr
REMOVED SHALL BE \I \ �, 70 y / / [�V�`J I Nr
SALVAGED FOR USE AS ' `� \ ! / U 14" ', 6'C R { CONDUIT BAN"
HABITAT LOGS ON -SITE
22,11-
2 1,\ \ 27 / / I IN PLACE (NOT ALL I 1 I �/ I \ \
PER DWG L -01. PRIOR TO I , ,J� \� '�� // h/ I 34 °CEDAR I I P
DEMOLITION, TREES SHALL
BE MARKED EITHER TYPE A' - _ - -_�I 2 "7 p' I I V Vi� 12'
OR TYPE 6 PER DWG L -01.
SALVAGED LOGS SHALL BE L - - - _ - - LJ �'y / `✓ / -__ �� ,, I - 1 , IS. f
STOCKPILED AT i`���� - -/ I ' 1�"
LOCATIONS WITHIN THE Ir�2i I� 2a`\ )
LIMITS OF CONSTRUCTION, W r , , 20'I /�1ii27 ` ('`� Q (TYP)I
dL e' 1 ,
EXCLUDING 148TH PL SE, / / t kn 8 18
TO MAINTAIN CONTRACTOR (U ( / / / r �d4 � ° , I, 5 ..,� r) I
3' 4 1 EXIST (I ICI I
OPERATIONS. STOCKPILE ) , I / / / J'ly 16 , ,,, 12" SS n 5 ) ,
LOCATIONS SHALL NOT 1 I 2" g4 / / r/ i %/1� ', , raj' ET
IMPEDE OWNER ACCESS 1 1a� 12,W _ A r_I.
TO THE EAST RENTON LIFT // , o q
STATION. (TYP) 1 ' / ' ' /I J l'� f ° / DIP
LL�J 20
0 1II4APLE
r ,12"
'o EXIST 60'17 MH 5314 080 6 /''� i
•' r 12 °C1ND. / �} ' 8 Ji 0,� 116 p )
/ ' �1 72° 27. "13APLt\ I RIM EL= 394.91 16 "✓
�`.
12 "MA / INV IN= 369.71(W)
��] Ql l � � INV IN = 384.56(E)
KING COUNTYWETLAND INV OUT = 369.71(N) -iL.SS MAIM
AND STREAM BUFFER / GATE
FFER
L°HL
i TM BRI NRoHILLS / m / \ .�r�j^- A \\ i 1z° ���
15 SS o N ' / \ viy
GENERAL NOTES:
SS STORNIWATER A. EXISTING SURVEY CONDUCTED MAY 2009 IDENTIFIES TREES
DETEINI ION' 6 INCHES DBH AND LARGER. CONTRACTOR TO REMOVE ALL
POND TREES AND SHRUBBERY WITHIN LIMITS OF CONSTRUCTION.
WHERE TREES AND SHRUBBERY EXTEND OUTSIDE OF LIMITS
r}( 6 EXIST 60'0 MH 5314 079 OF CONSTRUCTION REMOVE AS REQUIRED. BACKFILL WITH
RIM EL = 395.92 NATIVE MATERIAL. PROTECT AND RESTORE VEGETATION
INV IN =,384.17(W) PER SECTION 1- 07.16(2) UNLESS OTHERWISE INDICATED.
INV OUT`= 370.32(E)
B. EAST RENTON LIFT STATION FACILITY SHALL BE FENCED TO
RELOCATE GAT�E. PREVENT ENTRY AT ALL TIMES DURING CONSTRUCTION.
PROVIDE FENCING C. EAST RENTON LIFT STATION SHALL REMAIN IN SERVICE AT
TO MATCH EXISTING ALL TIMES THROUGH COMPLETION OF THE PROJECT.
AS �_ REQUIRED. CONTRACTOR TO MAINTAIN DRIVABLE ACCESS TO THE
EXISTING EAST RENTON LIFT STATION AND ACCESS TO ALL
2 - OF ITS FACILITIES FOR CITY PERSONNEL AT ALL TIMES.
D. RELOCATE ALL SIGNS AFFECTED BY CONSTRUCTION.
RE- INSTALL AT COMPLETION OF CONSTRUCTION.
�191'/ DIP KEY NOTES:
1 TEMPORARILY REMOVE ROCKS TO FACILITATE ACCESS.
REPLACE AT COMPLETION OF CONSTRUCTION TO PREVENT
' - DRIVE THRU ACCESS.
l
�
[E-391.35
JO,C„Eo 2 TEMPORARILY RELOCATE FENCE/GATES TO FACILITATE
Q� - INSTALLATION OF SEWER AND OTHER CONSTRUCTION
RESTORE SURFACE TO ACTIVITIES. REPLACE AT COMPLETION OF CONSTRUCTION AS
EXISTING CONDITIONS DIRECTED BY THE CITY.
AT COMPLETION OF
S'CONSTRUCTION. O REMOVE AND REPLACE WITH NEW SS MH. SEE CIVIL DWGS
FOR DETAILS.
2 APPROX LOCATION
OF RELOCATED 4 REMOVE 8" SS AND INSTALL NEW SS. SEE CIVIL DWGS FOR
FENCE. DETAILS.
ALVC EQPT REMOVED
111\ AND POWER 5 ABANDON 12" SS SEE CIVIL DWGS FOR DETAILS
DISCONNECTED
6 SEE DWG C -05 FOR MH MODIFICATIONS. REMOVE INSIDE DROP
ti PULIP HOUSE CONNECTIONS PRIOR TO MH MODIFICATIONS.
od A.
ELECT
BLDG O MONUMENT TO BE RE- ESTABLISHED BY CITY FOLLOWING
CONSTRUCTION ACTIVITIES.
~, O AC PAVEMENT RESTORATION LIMITS. SAW CUT MIN V -0'
i\ BEYOND EDGE OF TRENCH.
FILLED AND
ABANDONED O DECOMMISSION AND DEMO EXIST LIFT STATION PER
BELOW GRADE SUB- SECTION 10.01738 AFTER SUBSTANTIAL COMPLETION OF
MAPLE VV00D SEWER PIPELINE.
LS I A L.°., 10 REMOVE WOOD FENCE, METAL GATE AND WOOD POSTS TO
EMERGENCY FACILITATE EQPT ACCESS. SEE CIVIL DI FOR
^ S OP\GL viL REPLACEMENT.
9, EAST RENTON 11 SEE DWG C -04 FOR GRADE SCARIFICATION AND STRAW
LIFT STATION REQUIREMENTS.
FACILITY
N EXISTING
tNING; A��,= L£�/�81.31 - -- C _ 12MAP__ 1
- - - -.
24° / u)
SDMH RIM= 374.12 EXIST OVERHEAD 6 " -78" �^ , J
IE 8'CMP(NE)= 370.92 / Ij / / TELEPHONE LINE GAY ) CLUSTER / /� (1
20'IAAP
IE 12"CMP(E)= 370.52 ° CP(,'1 -1BRASS DISC 1'1 /PUNCH Ij / y
IE 12 °CMP(1ti)= 369.62 N G35D- 11.tA'AIC 1 �
IE 30'CMP(N)= 369.02 I i N= 177437.113 `� / K LIMITS Oh CONSTRUCTION (TYP) /
IE 30'CMP(S)= 368.9 n E= 1316801.707 - 7 g•
1 ELEV: 0.3')7 /380
' �- LIMITS OF CONSTRUCTION (TYP) `( / / \ - 8 "CEDAR 0 11 (TYP) / / / - _ _\ / / \ / 16 "CEDAR / 76
-- VV t2'
❑ CONC rIAU< _ I ✓ 1 v , v
U,R ICI
I
-' -SUP
I
i% CB RIM = 373.83
IF R•r.MPNI'11 =371.73
EXIST MH 5314 090
RIM EL = 374.53
INV IN = 365.03 (N,E,W)
INV OUT = 365.03 (S)
8" SS
RECORD DRAWINGS
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS
THIS DRAWING SET WAS PREPARED ONLY FOR THE
PROJECT AND SITE SPECIFICALLY IDENTIFIED
HEREON AND IS NOT TO BE USED ELSEWHERE
Date �
By 12/6/13
BURIED UTILITIES IN AREA
PLEASE CALL BEFORE YOU DIG
1.800.424.5555
PL SE
CO%C IMP<
\
CP ;1,
63 MN% !
N=1775
N= 177567.9,0
\
E-,31G805.70,
ETV= 375.71
�R II} �✓ UNDERGROUND /
I _6 GAS IE-373.3
30 °CIAP
-� CB RIM = 375.60
IE 30•CMP(N)= 370.35
rj IE 30 °CMP(S)= 370.20
EXIST MH 5314 086
RIM EL= 375.95
IE OUT= 367.60(S)
5- 0354905
A PLAN
D
FILE: 8235C00 -C -100
,o'
EASEMENT
EASEMENT (TYPY��
i
/ -. t CP#12
635D- 11.121AN/V
7 / / ,/ TYP) I L N= 777869.529
!9 E= 7316685.320
E�V= 380/74
20' PERMANENT EASEMENT (TYP)
cp,10
6356- 10.9766 / /
1 PI= 777777.766 /
E- 1376745.522 / / / / 46 °CED
9 , ELEV= 378.22
BURIED GAS
PIPELINE
#12
1
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rn
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POND DOCUMEN S.
/ \
D. EAST RENTON LIFT STATION SHALL REMAIN IN SERVICE
\ AT ALL TIMES THROUGH COMPLETION OF THE PROJECT.
MAPLEWOOD PARK A �� CONTRACTOR TO MAINTAIN DRIVABLE ACCESS TO THE
- 1 2 STREAM DEWATERING I n DEWATERING EXISTING EAST RENTON LIFT STATION AND ACCESS TO ALL
I I C -0B PLAN GT DISCHARGE
<y I 4 LOCATION OF ITS FACILITIES FOR CITY PERSONNEL AT ALL TIMES.
� r \ (NP) E. LOCATION OF EXISTING UTILITIES SHOWN IS BASED ON
RECORD DRAWINGS AND FIELD LOCATES. ALL EXISTING
--
_ _
Z-- SHALL I VERIFY THE LOCATION OF ALL EXISTING UTILITIES
AFFECTED BY THIS PROJECT PRIOR TO BEGINNING WORK.
F FOR EROSION AND SEDIMENT CONTROL STANDARD NOTES,
� O A Imov �g6� SEE DWG G -02.
382 ' / r
I
sE NTITJ,)v� i M7 O
P i 1
LIMDLS CONS OF UCTIO — (� PROTECT CATCH BASINS
�` - - -1 TR. " } \ I
: l L. c -o8 KEY NOTES:
,= - I ✓ \ a
/ I (TYP) w ALL IN STREAM WORK WILL OCCUR DURING THE DRY
(rFsxRUC IION _ = r i I {� c` c:J
VI 1
( ) MONTHS AS SPECIFIED AND UNDER THE
NT TYP ELECT BLDG
SUPERVISION OFAQUALIFIED BIOLOGIST.
m- / ( �� CONTRACTOR SHALL DEWATER STREAM CHANNEL
/ �-23 .,),AND DIVERT STREAM FLOWS AROUND WORK AREA
SILT FENCE 3�9 -' % % / \ f o PRIOR TO ANY IN- CHANNEL WORK. A COFFERDAM
EAST RENTON CONSTRUCTED OF SAND BAGS OR SIMILAR MATERIAL
LIFT STATION SHALL BE INSTALLED UPSTREAM AND DOWNSTREAM
FACILITY OF THE WORK AREA. STREAM FLOW SHALL BE
o9 6 fi 1 = 9 EMERGENCY I
PUMPED AROUND THE WORK AREA AND DISCHARGED
EIAPLEWOOD PARK BOUNDARY
I
EC�RD DRAWINGS
THESE ECORD DRAWINGS HAVE BEEN PREPARED BASED ��
IN PART ON INFORMATION PROVIDED BY OTHERS
THIS DRAWING SET WAS PREPARED ONLY FOR THE 5309 Shilshole Ave. NW
PROJECT AND SITE SPECIFICALLY IDENTIFIED Seattle, WA 98107
HEREON AND IS NOT TO BE USED ELSEWHERE P: (206) 789 -9658
F: (206) 789 -9684
Date
BURIED UTILITIES IN AREA
174113 PLEASE CALL BEFORE YOU DIG
BY 1.800.424.5555
/ a / C �n., l �0 m r A E = 1316727./0 S 1 ORAGE l ?"ELI- { DOWNSTREAM OF THE COFFERDAM. ANY SEEPAGE
6.0
> i o' �� \ / INTO THE WORK AREA SHALL BE PUMPED AND
N 782 _21 -G1 -�
o % / DISCHARGED INTO THE DEWATERING DISCHARGE
/ r i., 6728.10
LOCATION. EXCESS SPOILS SHALL BE DISPOSED OF
>� i STEWARTC EFVK / 88 \ �� _ �� \ �I 7- / SO THEY WILL NOT RE -ENTER THE STREAM.
(\ / COFFERDAMS PUMPS AND PIPING SHALL ONLY BE
O O / �"; .r,� Y I \ \`l \ REMOVED AT COMPLETION OF IN -WATER WORK AND
f I -,4i. UPON ACCEPTANCE BY OWNER'S REPRESENTATIVE.
- �y� \N ANN M j I ?� rte'+ I \. , / STREAM CROSS SECTION SHALL BE RESTORED TO
PRECONSTRUCTION CONDITIONS, MATCH EXISTING
(a: fa:: GRADES. GRADING WORK SHALL BE APPROVED BY
OWNER'S REPRESENTATIVE.
STAGING AREA
SEE DWG C-05 AND C-07 FOR TEMPORARY STREAM
O �:. I v i /r'� A" Z CROSSING DETAILS.
39 r 1
� /� �� O y / SILT FENCE C -08 3 O INSTALL SILT FENCE INSIDE OF CONSTRUCTION
I N �` z; LIMITS AND TEMPORARY /PERMANENT FENCING
aJ
) i
W WHERE APPLICABLE. MO
ESTATES 4O FILTER DEWATERING WATER WITH ACCEPTABLE BEST
CONG \W MANAGEMENT PRACTICES PRIOR TO DISCHARGE INTO
PAD yLI d SEWER SYSTEM.
ol
y ��`I ` i �5" / .._ 6 F`NCc (TYP) O TEMPORARY FENCING NOT SHOWN. PROVIDE FENCING AS
/ r u �+�s C �� /3q`r "h �i SPECIFIED IN SUB - SECTION 10.01500.
6 ._ MAPLEWOOD PARK
WETLANDS (TYP)
UNINCORPORATED ( 1 - - CITY OF RENTON
/ KING COUNTY
CITY OF R' NTON
LIMITS' I N= 17832969
C _ = 1317042 35 /
/ DIP X \
/ KING COUNTY WETLAND AND STREAM BUFFER Lli:ILFS
CONSTRUCTION
/ N = 178314.46 — _ _ _ ENTRANCE #1
/ E= 131705444 ` -
""�1 � UTILITY /u'V ACCF S
�,
�EASEMENTTO CUY
PLANOF RENTON >�
ASCALE: 1 = 40'
FILE: 8235C00 -C -100
�5<'0,///
30' e Ii"TBR
EASEI,IENT
S =03 54904
C-L
ORIGINAL 1 RECORD DRAWINGS TJW 1216/13 LRK swrvE,EO �. SEALED BY PACE ENGINEERS, INC �«�� " "' "w ,�� „ CITY OF EAST RENTON LIFT STATION DEC 2013
1 " =40' •� >= ELIMINATION
\MES /2013 OUSE E� TJw RENTON
03/19/2013
49545 -EDL
DATUM Planning /Building/PubllcWorks Dept. TEMPORARY EROSION AND SEDIMENT �C -02
oBMC wawa
NO. REVISION BY DATE APPR "P0.O` D 5f1PCIX° CONTROL PLAN 4 13
BRIM a:
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GENERAL NOTES:
PARKSIDE
A. EXISTING SURVEY CONDUCTED MAY 2009 IDENTIFIES
r -
COURT
TREES 6 INCHES DBH AND LARGER. NOT ALL TREES AND
i
SHRUBBERY ARE SHOWN. LIMITS OF WETLANDS AND
Z
N
= 17834950
STREAMS ARE APPROXIMATE.
N =2.36 17
17828
1315/9586
tir.95.53
B. ALL CONSTRUCTION ACTIVITIES SHALL BE CONTAINED
WITHIN THE LIMITS OF CONSTRUCTION AND AVOID DIRECT
i
I
WETLAND DISTURBANCE.
/
I
SDErENUF� ER
C. ALL DISTURBED AREAS SHALL BE RESTORED AT THE
/
\
DETENTION
CONCLUSION OF THE PROJECT PER CONTRACT
POND DOCUMEN S.
/ \
D. EAST RENTON LIFT STATION SHALL REMAIN IN SERVICE
\ AT ALL TIMES THROUGH COMPLETION OF THE PROJECT.
MAPLEWOOD PARK A �� CONTRACTOR TO MAINTAIN DRIVABLE ACCESS TO THE
- 1 2 STREAM DEWATERING I n DEWATERING EXISTING EAST RENTON LIFT STATION AND ACCESS TO ALL
I I C -0B PLAN GT DISCHARGE
<y I 4 LOCATION OF ITS FACILITIES FOR CITY PERSONNEL AT ALL TIMES.
� r \ (NP) E. LOCATION OF EXISTING UTILITIES SHOWN IS BASED ON
RECORD DRAWINGS AND FIELD LOCATES. ALL EXISTING
--
_ _
Z-- SHALL I VERIFY THE LOCATION OF ALL EXISTING UTILITIES
AFFECTED BY THIS PROJECT PRIOR TO BEGINNING WORK.
F FOR EROSION AND SEDIMENT CONTROL STANDARD NOTES,
� O A Imov �g6� SEE DWG G -02.
382 ' / r
I
sE NTITJ,)v� i M7 O
P i 1
LIMDLS CONS OF UCTIO — (� PROTECT CATCH BASINS
�` - - -1 TR. " } \ I
: l L. c -o8 KEY NOTES:
,= - I ✓ \ a
/ I (TYP) w ALL IN STREAM WORK WILL OCCUR DURING THE DRY
(rFsxRUC IION _ = r i I {� c` c:J
VI 1
( ) MONTHS AS SPECIFIED AND UNDER THE
NT TYP ELECT BLDG
SUPERVISION OFAQUALIFIED BIOLOGIST.
m- / ( �� CONTRACTOR SHALL DEWATER STREAM CHANNEL
/ �-23 .,),AND DIVERT STREAM FLOWS AROUND WORK AREA
SILT FENCE 3�9 -' % % / \ f o PRIOR TO ANY IN- CHANNEL WORK. A COFFERDAM
EAST RENTON CONSTRUCTED OF SAND BAGS OR SIMILAR MATERIAL
LIFT STATION SHALL BE INSTALLED UPSTREAM AND DOWNSTREAM
FACILITY OF THE WORK AREA. STREAM FLOW SHALL BE
o9 6 fi 1 = 9 EMERGENCY I
PUMPED AROUND THE WORK AREA AND DISCHARGED
EIAPLEWOOD PARK BOUNDARY
I
EC�RD DRAWINGS
THESE ECORD DRAWINGS HAVE BEEN PREPARED BASED ��
IN PART ON INFORMATION PROVIDED BY OTHERS
THIS DRAWING SET WAS PREPARED ONLY FOR THE 5309 Shilshole Ave. NW
PROJECT AND SITE SPECIFICALLY IDENTIFIED Seattle, WA 98107
HEREON AND IS NOT TO BE USED ELSEWHERE P: (206) 789 -9658
F: (206) 789 -9684
Date
BURIED UTILITIES IN AREA
174113 PLEASE CALL BEFORE YOU DIG
BY 1.800.424.5555
/ a / C �n., l �0 m r A E = 1316727./0 S 1 ORAGE l ?"ELI- { DOWNSTREAM OF THE COFFERDAM. ANY SEEPAGE
6.0
> i o' �� \ / INTO THE WORK AREA SHALL BE PUMPED AND
N 782 _21 -G1 -�
o % / DISCHARGED INTO THE DEWATERING DISCHARGE
/ r i., 6728.10
LOCATION. EXCESS SPOILS SHALL BE DISPOSED OF
>� i STEWARTC EFVK / 88 \ �� _ �� \ �I 7- / SO THEY WILL NOT RE -ENTER THE STREAM.
(\ / COFFERDAMS PUMPS AND PIPING SHALL ONLY BE
O O / �"; .r,� Y I \ \`l \ REMOVED AT COMPLETION OF IN -WATER WORK AND
f I -,4i. UPON ACCEPTANCE BY OWNER'S REPRESENTATIVE.
- �y� \N ANN M j I ?� rte'+ I \. , / STREAM CROSS SECTION SHALL BE RESTORED TO
PRECONSTRUCTION CONDITIONS, MATCH EXISTING
(a: fa:: GRADES. GRADING WORK SHALL BE APPROVED BY
OWNER'S REPRESENTATIVE.
STAGING AREA
SEE DWG C-05 AND C-07 FOR TEMPORARY STREAM
O �:. I v i /r'� A" Z CROSSING DETAILS.
39 r 1
� /� �� O y / SILT FENCE C -08 3 O INSTALL SILT FENCE INSIDE OF CONSTRUCTION
I N �` z; LIMITS AND TEMPORARY /PERMANENT FENCING
aJ
) i
W WHERE APPLICABLE. MO
ESTATES 4O FILTER DEWATERING WATER WITH ACCEPTABLE BEST
CONG \W MANAGEMENT PRACTICES PRIOR TO DISCHARGE INTO
PAD yLI d SEWER SYSTEM.
ol
y ��`I ` i �5" / .._ 6 F`NCc (TYP) O TEMPORARY FENCING NOT SHOWN. PROVIDE FENCING AS
/ r u �+�s C �� /3q`r "h �i SPECIFIED IN SUB - SECTION 10.01500.
6 ._ MAPLEWOOD PARK
WETLANDS (TYP)
UNINCORPORATED ( 1 - - CITY OF RENTON
/ KING COUNTY
CITY OF R' NTON
LIMITS' I N= 17832969
C _ = 1317042 35 /
/ DIP X \
/ KING COUNTY WETLAND AND STREAM BUFFER Lli:ILFS
CONSTRUCTION
/ N = 178314.46 — _ _ _ ENTRANCE #1
/ E= 131705444 ` -
""�1 � UTILITY /u'V ACCF S
�,
�EASEMENTTO CUY
PLANOF RENTON >�
ASCALE: 1 = 40'
FILE: 8235C00 -C -100
�5<'0,///
30' e Ii"TBR
EASEI,IENT
S =03 54904
C-L
ORIGINAL 1 RECORD DRAWINGS TJW 1216/13 LRK swrvE,EO �. SEALED BY PACE ENGINEERS, INC �«�� " "' "w ,�� „ CITY OF EAST RENTON LIFT STATION DEC 2013
1 " =40' •� >= ELIMINATION
\MES /2013 OUSE E� TJw RENTON
03/19/2013
49545 -EDL
DATUM Planning /Building/PubllcWorks Dept. TEMPORARY EROSION AND SEDIMENT �C -02
oBMC wawa
NO. REVISION BY DATE APPR "P0.O` D 5f1PCIX° CONTROL PLAN 4 13
BRIM a:
a �I
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635D- 10.6R/C
N = 177801.336
E = 1316600.520
iELEV = 381.31
20'PERMANENT
EASEMENT (TYP)
I I / N = 177929.79 � \
i I / LIMITS OF 6 E = 1316596.21
I I /CONSTRUCTION MAPLEW
TYP _
I I I I
ti
/ 10'CONSTRUCTION
EASEMENT (TYP) TES i �-
` o / / *,
CP #9
II N = 177408.22 635D 10.9R/C 380- / \38?'/
N = 177613.380 / /380 --
E - 1316781.00 /y _ /
F E = 1316607.095
N- 177422.96 ELEV 381.17
X N - 177929 97
E - 1316764.21 / / - 11.12MNAN E - 1316626 21
N - 177453 38 / / / / / 1316685.320 ' - -- E = 1316765.16 / / C} - - --
CP #10 EV -38072 _ 635D- 1��1�1 N BRIAR HILLS I / N= 177' IE - 131 R �s`60 /
No. 4 / / / ELEV 378-22-----
78 22 k - = 62 °0700 P
CP #14 -BRASS _i / / L= 390.29._. --,-�
DISC W/ PUNCH
635D -11 14MIC N = 177602.91
/ I N
ELEV 17- 7 43377 4 .1117 3 E = 13167 77.18
E= 13168
(DWN'(3'1 IT
LgS � r b EWARTC,
EPl
PARKSIDE
COURT GENERAL NOTES:
N = 178282.36 I A. EXISTING SURVEY CONDUCTED MAY 2009 IDENTIFIES
E = 1316495.53 N = 178349.58 TREES 6 INCHES DBH AND LARGER. NOT ALL TREES AND
CP #8 i E = 1316495.86 SHRUBBERY ARE SHOWN. LIMITS OF WETLANDS AND
635D- 10.8R/C STREAMS ARE APPROXIMATE.
N = 178111.131 STORMINA T ER
E = 1316613.559 / DETLNUIION B. ALL CONSTRUCTION ACTIVITIES SHALL BE CONTAINED
ELEV = 390.08 / / N = 178279.84 I I POND WITHIN THE LIMITS OF CONSTRUCTION AND AVOID DIRECT
CP #3
E = 1316594.08 I� CP #2 -BRASS DISC WETLAND DISTURBANCE.
/ au, I �
635D- 10.3R/C N I 635D- 10.2MON C. ALL DISTURBED AREAS SHALL BE RESTORED AT THE
N = 178036.852 / CP #7 P I N = 178279.481 CONCLUSION OF THE PROJECT PER CONTRACT
E = 1316612.612 635D- 10.7R/C my E = 1316608.089
/
ELEV = 390.63 � \ ELEV = 392.67 DOCUMENTS.
N = 178210.086 m
E = 1316601.979 '<`q n I D. EAST RENTON LIFT STATION SHALL REMAIN IN SERVICE
JOD PARKO ELEV = 390.59 m,P I \ N = 178292.62 AT ALL TIMES THROUGH COMPLETION OF THE PROJECT.
I <M �iZ I ( E = 1316624.00 CONTRACTOR TO MAINTAIN DRIVABLE ACCESS TO THE
n q 1 r EXISTING EAST RENTON LIFT STATION AND ACCESS TO ALL
�I
OF ITS FACILITIES FOR CITY PERSONNEL AT ALL TIMES.
E. LOCATION OF EXISTING UTILITIES SHOWN IS BASED ON
RECORD DRAWINGS AND FIELD LOCATES. ALL EXISTING
ATP 3`,� _ UTILITIES ARE SHOWN APPROXIMATE. CONTRACTOR
_ - _
- - - SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES
AFFECTED BY THIS PROJECT PRIOR TO BEGINNING WORK.
qo� \�� \'= Q`z'^z �Ii - - F. ALL WASTE MATERIAL SUCH AS CONSTRUCTION DEBRIS,
- y ` SILT, EXCESS DIRT OR OVERBURDEN RESULTING FROM
O J� '''""'''� \, S -VALUE VAULT THE PROJECT SHALL BE HAULED OFF -SITE AND DISPOSED
OF BY THE CONTRACTOR IN ACCORDANCE WITH SECTION
ilJ'' \�3 (TYP) 2-01. NO BURNING IS ALLOWED.
�_ ECl" BLDG
KEY NOTES:
�A\�o
�L 1 TERRAIN EAST AND WEST OF SURVEY IS MAPLEWOOD
EAST RENTON O PARK AND IS HEAVILY FORESTED SIMILAR TO WHAT IS
r7ELL / LIFT STATION SHOWN ON EXISTING SURVEY.
CJ \ r - I - l J FACILITY
N 9.7
\ + N= 178286 \ \- I,!Ei iEhGEi�CY
r r \ P / I / O LIMITS CONSTRUCTION TO EDGE EXIST GRAVEL
E- 1316727.70 , �?� I STORAGE rVELL ROAD, UNLESS OTHERWISE INDICATED.
i o' \� a1 \ r r, N 178321.61
r p 90 �M� r /I (Typ 2 '9 r E = 1316728.10 / O3 LIMITS OF CONSTRUCTION TO FENCE LINE, UNLESS
Y
OTHERWISE INDICATED.
LIMITS OF CONSTRUCTION TO CURB, UNLESS OTHERWISE
INDICATED
CP #5
635D- 10.5R/C OS CONTRACTOR STAGING AREA LIMITED TO EDGE OF
N = 178301.528 GRAVEL DRIVE AND OTHER LIMITS AS INDICATED.
E = 1316729.093 LIMITS OF ELEV = 395.21 OO BEESTABLISHED RN THE FIELD BY MAPLEWOOD
HE CITY BASED ON
�2 S 9i
5 CONTRACTOR THESE PLANS. CONTRACTOR SHALL PROVIDE CITY 10
N = 177587.910 "" ��� L CP #23:`' MAPLEWOOD PARK < 1 > v -
�j - - - - - - E = 1316805.701 635D- 31.23R/C Lj ° �/ 1
\ ELEV = 375.71 I N = 177787.655
E = 1316804.772 1I i
\ ELEV = 389.67 WETLANDS (TYP)
I III�I \,
\ UNINCORPORATED
/
KING COUNTY CITY OF RENTON
a / f I I
CITY OF RENTON I
-,/ LIMITS �\i PII N= 178329.69 /\
I \ KING COUNTY WETLAND AND STREAM BUFFER LIMIT E = 1317042.35 /
\ \
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EASEMENT TO CITY
OF RENTON
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MAPLEWOOD PARK BOUNDARY
ECQRD DRAWINGS I S=0354903
THESE ECORD DRAWINGS HAVE BEEN PREPARED BASED �►
IN PART ON INFORMATION PROVIDED BY OTHERS 6c ;-:1 j ;,
THIS DRAWING SET WAS PREPARED ONLY FOR THE ORIGINAL 1 RECORD DRAWINGS TJW 1216/13 LRK
PROJECT AND SITE SPECIFICALLY IDENTIFIED SEALED BY S PACE ENGINEERS, INC 1 " -40 HOfi�"` �� C EAST RENTON LIFT STATION w�DEC 2013
HEREON AND IS NOT TO BE USED ELSEWHERE TYLER JAMES WHITEHOUSE : - �� CITY OF^
03/SWHI3 rer�TJW � RENTON ELIMINATION
Date 49545 HPG
BURIED UTILITIES IN AREA aeae� DATUM P EXISTING SITE AND CONSTRAINTS
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w° Planning/Building/Public WOrks De L C -01
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GENERAL NOTES: BUILDING MATERIALS LINE WORK DRAWING CROSS REFERENCE
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK NEW OR EXISTING STRUCTURES
AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. VIEW IN SECTION N N IDENTIFICATION
FIORSEC ION
NEW OR EXISTING STRUCTURES HIDDEN
2. UNLESS DETAILED, SPECIFIED, OR OTHERWISE INDICATED ON THE MATERIAL EXISTING REMOVE NEW
DRAWINGS, CONSTRUCTION SHALL BE AS INDICATED IN THE APPLICABLE NEW PIPING (TRIPLE LINES —
TYPICAL DETAILS AND GENERAL NOTES. TYPICAL DETAILS SHALL APPLY CONCRETE NEW PIPING HIDDEN (TRIPLE LINES) D -12
EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS ON DRAWINGS. ` — — DETAIL OR SECTION TAKEN
3. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART ON THE SAME SHEET
OF WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. SOIL i�7�T� %/ NEW PIPING (SINGLE LINE)
N NORTH NEW PIPING HIDDEN (SINGLE LINE)
ABBREVIATIONS NE NORTHEAST DETAIL OR SECTION IS
AB ANCHOR BOLT NOOR# NUMBER TAKEN ON THE DRAWING
ABC AGGREGATE BASE COURSE
NOM NOMINAL VIEW IN PLAN (NEW SHOWN - EXISTING SCREENED) EXISTING PIPING (TRIPLE LINES) INDICATED
AC ASPHALTIC CONCRETE NTS NOT TO SCALE - --- AT TITLE
AFF ABOVE FINISHED FLOOR NW NORTHWEST GRATING SPAN PAVEMENT EXISTING PIPING HIDDEN (TRIPLE LINES)
AHR ANCHOR
ALM ALARM O.C. ON CENTER TYPICAL DETAIL REFERENCE
AL ALUMINUM OD OUTSIDE DIAMETER EXISTING PIPING (SINGLE LINE) BUBBLE
APPROX APPROXIMATE OHWM ORDINARY HIGH WATER MARK OTHER
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS EXISTING PIPING HIDDEN (SINGLE LINE) — -- — — — TYPICAL DETAIL NUMBER
AUTO AUTOMATIC PL PROPERTY LINE, PLACE VIEW IN PLAN IDENTIFICATION
AVG AVERAGE PNL PANEL NEW EQUIPMENT OR PIPING CENTERLINE
@ AT POC POINT OF CURVATURE EXISTING
PSI POUND PER SQUARE INCH DETAIL IC SECTION
BSP BLACK STEEL PIPE PVC POLYVINYL CHLORIDE WETLAND EXISTING EQUIPMENT OR PIPING CENTERLINE N -L N IDENTIFICATION
PVMT PAVEMENT
NEW EQUIPMENT TYP D -11
C CIVIL \\
CA CONCRETE ANCHOR R OR RAD RADIUS STREAM i ETAIL OR SECTION
CB CATCH BASIN RDCR REDUCER `����LLL NEW EQUIPMENT HIDDEN — — — — REFERENCE BUBBLE
CHNL CHANNEL REF REFERENCE
CITY CITY OF RENTON REINF REINFORCE (D) (ING) (MENT) SURVEY LEGEND (EXISTING LINE WORK) EXISTING EQUIPMENT "°"' DETAIL OR SECTION IS TO BE
CI CONSTRUCTION JOINT REDID REQUIRED FOUND ON THE SAME SHEET
CL OR C CENTERLINE RWTR RECLAIMED WATER x WATER VALVE MONUMENT NOT TIED THIS SURVEY NEW FITTING
CLP L CONTROL PANEL 6- HYDRANT DETAIL OR SECTION IS TO
CMP CORRUGATED METAL PIPE S SEWAGE OR SOUTH FIRE DEPT. CONNECTION fi FOUND CASED MONUMENT EXISTING TO BE REMOVED �'/ BE FOUND ON THE DRAWING
CND CONDUIT SCV SWING CHECK VALVE INDICATED
CO CLEANOUT SD STORM DRAIN W WATER METER SET MAG NAIUALUMINUM WASHER
COMP COMPACTED SDMH STORM DRAIN MANHOLE 0 POST INDICATOR VALVE STAMPED "PACE CONTROL" NEW PIPING CALL -OUT
CONC CONCRETE SDR STANDARD DIMENSION RATIO C5) U MANHOLES (SS /SD) TYPICAL DETAIL IS TO BE
CONN CONNECTION SE SOUTHEAST
OO SET 518" IRON REBAR W/ RED FOUND ON THE TYPICAL CONSTR CONSTRUCTION SIM SIMILAR
El CB PIPING CALL -OUT CB PLASTIC CAP STAMPED "PACE CONTROL" + DETAIL DRAWINGS
3" P.N 3" EXIST PW
CONT CONTINUE (D) (OUS) OR CONTROL SPEC SPECIFICATION -O- POWER/UTILITY POLE UNLESS OTHERWISE STATED.
SS SANITARY SEWER, GRAVITY AT CROSS REFERENCE
GUYANCHOR
CP CONTROL POINT (� SOIL TEST PIT
CPEP CORRUGATED POLYETHYLENE PIPE SSFM SANITARY SEWER FORCE MAIN JUNCTION BOX SANITARY SEWER NOTES:
CPLG COUPLING SSMH SANITARY SEWER MANHOLE E; POWER TRANSFORMER 1. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. A
CTWD COTTONWOOD SST STAINLESS STEEL
CY CUBIC YARDS STD STATION FIT] POWER/TELEPHONE VAULT TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE CITY AND APPROVED BY KING COUNTY PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY.
STD STANDARD pIU CENTER LINES
STL STEEL [] POWER METER CENTER LINES — 2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE
D DRAIN, DEPTH ❑ TELEPHONE/N RISER PROPERTY LINES OR DISTURBANCE.
DBA DECIBELS
IAMETER BREAST S/W SIDEWALK RIGHT -OF -WAY LINES
DOH DIAMETER BREAST HEIGHT SW SOUTHWEST KG GAS VALVE EASEMENT LINES — -- — — -- 3. A PRE - CONSTRUCTION CONFERENCE THAT INCLUDES THE CITY, KC ROADS, AND KC DOES SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION (PROVIDE MIN 7 DAY NOTICE). IT SHALL BE
DOES DEPARTMENT OF DEVELOPMENT AND I] GAS METER LOT LINES THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF
ENVIRONMENTAL SERVICES TDH TOTAL DYNAMIC HEAD >— } -{{ STREET LIGHT RENTON AND BY RESPECTIVE PERMITTING AGENCIES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL
DEG DEGREE TOC TOP OF CONCRETE S T{ DITCH LINE )
DET DETAIL TP-# TEST PIT NUMBER X SPOT ELEVATION WATER LINE CONSTRUCTION.
DIA OR DIAMETER TYP TYPICAL a SIGN SANITARY SEWER LINE - - - -- SS - --
DIM DIMENSION o MAILBOX
STORM DRAIN LINE —=_x -- 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
DIP DUCTILE IRON PIPE V OR VLV VALVE SUBDIVISION LINES - -- - --
C,[J ROCKERY 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN PERMITS OTHER THAN THOSE INCLUDED WITHIN THE SPECIFICATIONS PRIOR TO ANY CONSTRUCTION.
DWG DRAWING VERT VERTICAL GAS LINE c
CONIFEROUS TREE
DWN DOWN
VLT VAULT UNDERGROUND POWER LINES u= 6. A COPY OF THESE APPROVED PLANS AND SPECIFICATIONS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
-
VOL VOLUME " -�� UNDERGROUND TELEPHONE LINES ur
E EAST UNDERGROUND POWER LINES/
EA EACH W WEST, WIDTH, WATER DECIDUOUS TREE TELEPHONE LINES
7, ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF KING COUNTY /CITY FOR THE PREVENTION OF ON -SITE EROSION AFTER THE
i
EL OR ELEV ELEVATION
W/ WITH UNDERGROUND CABLE TV LINES - COMPLETION OF CONSTRUCTION PER CONTRACT DOCUMENTS.
""
ELEC ELECTRIC (AL) WD WATER DISTRICT ICV IRRIGATION CONTROL VALVE OVERHEAD UTILITY LINES c "'- 8. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN
EMBED EMBEDMENT W/O WITHOUT CHAIN LINK FENCE ° ° PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING,
EDP EDGE OF PAVEMENT WSDOT DEPARTM ENT x
OF TRAN PORTATION �1 i(�i DRIP LINE WOOD FENCE - x — - - - - -x --- - -- --
EQL EQUAL SURVEY NOTES:
EQPT EQUIPMENT % PERCENT HORIZONTAL DATUM:
EX OR EXIST EXISTING EROSION AND SEDIMENT CONTROL STANDARD NOTES: NAD 83 -91 BASED ON FOUND MONUMENTS WCCS #2832 (PACE CONTROL POINT #2) A CONCRETE MONUMENT AT THE EAST QUARTER CORNER OF SECTION 14 AND WCCS #2900 (PACE CONTROL
FIG FLANGE 1. APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND POINT #17) A 4" CONCRETE MONUMENT IN A CASE AT THE INTERSECTION OF SE 142ND STREET AND 148TH PLACE SE.
FRP FIBERGLASS REINFORCED PLASTIC LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). VERTICAL DATUM:
FT OR' FOOT, FEET NAVD 88 BASED ON CITY OF RENTON BM "RENT2127" BEING A FOUND ROUND CONCRETE MONUMENT IN A CASE AT THE INTERSECTION OF SE 142ND STREET AND 149TH PLACE SE, (ELEVATION =
2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF 363.72 FEET).
GIs GEOGRAPHIC INFORMATION SYSTEMS THE APPLICANT /ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED.
LEGAL DESCRIPTION:
HOPE HIGH DENSITY POLYETHYLENE 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING. IF REQUIRED, PRIOR TO CONSTRUCTION THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 30
HOA HOMEOWNER'S ASSOCIATION (SWDM APPENDIX D). DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE FEET THEREOF; AND THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY WASHINGTON;
HORZ OR HORIZONTAL MAINTAINED BY THE APPLICANT /ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. EXCEPT THOSE PORTIONS OF SAID SECTIONS 14 AND 15 HERETOFORE CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NUMBER 9401060822.
HORIZ
4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL
ID INSIDE DIAMETER OR INSIDE DIMENSION MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO
IE INVERT ELEVATION ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT.
IN OR INCH, INCHES
INV OR INVERT 5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE
INVT TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. EROSION AND SEDIMENT CONTROL STANDARD NOTES CONT:
KC OR K.C. KING COUNTY 6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC
FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G. ADDITIONAL COVER 12. ANY PERMANENT ADEQUATE STORAGE CAPACITY. FACILITY USED A I TEMPORARY SETTLING BASIN SHALL N MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND
L LENGTH, LANDSCAPE MEASURES, ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PROTECTION ETC.) AS DIRECTED BY KING COUNTY. SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION ULTIMATELY O AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH
LF LINEAR FEET GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY.
LWD LARGE WOOD DEBRIS 7. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT /ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS 13. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL.
SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES.
MAX MAXIMUM 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE
M MAXIMUM DRY DENSITY 8. Y OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO CONSECUTIVE DAYS DURING THE WET SEASON OR SEVEN WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE
MEC ECH MECHANICAL DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE DOES INSPECTOR.
MFRS MANUFACTURER'S
MH MANHOLE, SANITARY 9. ANY AREA NEEDING ESC MEASURES THAT DO NOT REQUIRE IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. ESC METHODS SHALL BE USED TO PREVENT SILT -LADEN WATER FROM ENTERING THE STREAM, SUCH AS STRAW BALES, FILTER FABRIC, TEMPORARY SEDIMENT PONDS, CHECK
MIN MINIMUM DAMS OF PEA GRAVEL- FILLED BURLAP BAGS OR OTHER MATERIAL, AND /OR IMMEDIATE MULCHING (MIN 2INCHES) OR EXPOSED AREAS.
MISC MISCELLANEOUS 10. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH DURING THE DRY SEASON, BI- MONTHLY DURING THE WET
MON MONUMENT SEASON, OR WITHIN TWENTY FOUR (24) HOURS FOLLOWING A STORM EVENT. 16. EXTREME CARE SHALL BE TAKEN TO ENSURE THAT NO PETROLEUM PRODUCTS, HYDRAULIC FLUID, FRESH CEMENT, SEDIMENTS, SEDIMENT -LADEN WATER, CHEMICALS, OR ANY OTHER TOXIC OR
11. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN, ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE DELETERIOUS MATERIALS ARE ALLOWED TO ENTER OR LEACH INTO THE STREAM OR WETLANDS ASSOCIATED WITH THE STREAM. ALL EQUIPMENT RE- FUELING SHALL OCCUR OFFSITE.
RECORD DRAWINGS CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. S=03 5
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS`j
THIS DRAWING SET WAS PREPARED ONLY FOR THE ORIGINAL 1 RECORD DRAWINGS TJW 1216/13 LRK
PROJECT AND SITE SPECIFICALLY IDENTIFIED s PACE ENGINEERS, INC sc, '�"T„""^`, HA°019� EAST RENTON LIFT STATION
SEALED BYE - +w+ r DEC 2013
HEREON AND IS NOT TO BE USED ELSEWHERE � NTS pp y CITY OF `�
TYLER JAMES /2013 OUSE RENTON ELIMINATION
.�/ 03/19/2013 ��TJW �
Date / 49545 ELL
BASE CALL IN AREA o� �� DATUM Planning/Building/Public Works Dept. GENERAL NOTES, ABBREVIATIONS �G -02
By /2/6I/3 PLEASE CALL BEFORE YOU DIG *" "�EoBMC ,,,p,
Y 1.800.424.5555 NO. REVISION BY DATE APPR ANDLEGENDS-
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