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HERITAGE PLAT
GIN lim
at i
(LIBERTY SCHOOL)
prepared for
A I— _1 :91rd
D Oil a
.- ffigam -.1 1 MEN
Vicinity Map
SCALE: 1' = 1250'
® ls
CONSULTING ENGINEERS LLG
a
Feae/e1 W%. WA 98009 _
www.esmciv"l.com
aw Enelnaerins Lana Sanvyln9 Lana Rannl�p
ruefia www ( vovct uonagemnne I lana.aopa elan'rteaeu.e
ESM JOB #1352- 020 -011
9725 SE 36TH STREET, SUITE 2114
0 • 40
181 S 333RD STREET
BLDG C, SUITE 210
FEDERAL WAY, WASHINGTON 98003
Phone: (253) 838 -6113
NO. I REVISION
ESM JOB NO. 1352 - 020 -011
alm l 1
ON
Ai NLL SGfE
IF NOT ONE WCH
$WE pCLVR01Nd.Y
Sheet
SHEET NO. DRAWING NO.
1
COV -01
2
LG -01
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Vicinity Map
SCALE: 1' = 1250'
® ls
CONSULTING ENGINEERS LLG
a
Feae/e1 W%. WA 98009 _
www.esmciv"l.com
aw Enelnaerins Lana Sanvyln9 Lana Rannl�p
ruefia www ( vovct uonagemnne I lana.aopa elan'rteaeu.e
ESM JOB #1352- 020 -011
9725 SE 36TH STREET, SUITE 2114
0 • 40
181 S 333RD STREET
BLDG C, SUITE 210
FEDERAL WAY, WASHINGTON 98003
Phone: (253) 838 -6113
NO. I REVISION
ESM JOB NO. 1352 - 020 -011
alm l 1
ON
Ai NLL SGfE
IF NOT ONE WCH
$WE pCLVR01Nd.Y
Sheet
SHEET NO. DRAWING NO.
1
COV -01
2
LG -01
3
KEY -SV
4
KEY -SS
5 -10
SS -01 - SS -06
11
SS -07
12
KEY -RD
13 -15
RD -01 - RD -03
16
DT -01
imp �_ ,� CITY OF
NOgIZONIN: NID 1803/1981 ,
RENTON
DATUM
Planning /Building /Public Works Dept.
Index
DESCRIPTION
COVER SHEET
LEGEND AND GENERAL NOTES
SITE SURVEY CONTROL
SANITARY SEWER EXTENSION KEY MAP
PLAN AND PROFlLE
SANITARY SEWER DETAILS
ROAD RESTORATION KEY SHEET
ROADWAY RESTORATION PLAN
ROADWAY DETAILS
5- 362101
CHECKED FOR COMPLIANCE TO CITY STANDARDS
HERITAGE PLAT SANITARY SEWER EXTENSION
PHASE 1 (LIBERTY HIGH SCHOOL)
COVER SHEET
PAGE:
mw.. N0:
COV -0
SHEET: OF:16
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U
w
0
0
a
I
CONSTRUCTION SEQUENCE:
1. THE CONTRACTOR SHALL COMPLETE THE INSTALLATION OF THE
SANITARY SEWER LINES WITHIN ONLY ONE ROADWAY BLOCK AT A
TIME AND SHALL COMPLETE THE TEMPORARY HOT -MIX ASPHALT
RESTORATION OF EACH ROADWAY BLOCK BEFORE BEGINNING
WORK IN ANOTHER BLOCK.
2. TEMPORARY RESTORATION OF TRENCHES FOR OVERNIGHT USE
SHALL BE ACCOMPLISHED BY USING HOT -MIX ASPHALT (HMA).
STEEL PLATES MAY BE USED OVERNIGHT TO COVER THE LAST
SECTION OF TRENCH. STEEL PLATES MUST BE PINNED DOWN
AND ASPHALT RAMPS /WEDGES MUST BE PLACED AROUND THE
PLATES. STEEL PLATES SHALL NOT BE USED ON STEEP GRADES
OR WHERE STEEL PLATES PRESENT A ROADWAY HAZARD.
71 a _f
LEGEND
ROADWAY
ROADWAY CENTERLINE
PROPERTY / LOT LINE
RIGHT -OF -WAY BOUNDARY LINE
LINE
EASEMENT LINE
BUILDING SETBACK LINE
ROLLED CURB AND GUTTER
VERTICAL CURB AND GUTTER
CONTOUR (MINOR)
�xlsrwc
- — — — — -
PROPOSED
- — — — — -
- — — -
--
POWER POLE W /DROP LINE & LIGHT
FILTER FABRIC FENCE
CONTOUR (MAJOR)
BIKE RACK
--
POWER POLE W /DROP LINE, LIGHT & TRANSFORMER
FOOTING DRAIN FLOWPATH
DEBRIS PILE
_
J
POWER POLE W /DROP LINE & TRANSFORMER
QQ
SEDIMENT FILTER
O
SPOT ELEVATION
x'i`
GRAVEL CONE
Q
TOP/TOE OF SLOPE
A _ --------
- �----- _1 -------- A-.
UCONCRETE
SIDEWALK
BOLLARD
-
POWER POLE W /LIGHT & TRANSFORMER
U)
CONCRETE BLOCK WALL
-
HORSE SHOE PIT
ROCKERY
au -per
O
G
BARRICADE
-g-
POWER POLE W /TRANSFORMER
BOLLARDS
u
(_
�...
MAILBOX
e
u
'i:'I
DOWNSPOUTS
o
0
SIGN
P;
SIGNAL CONTROL BOX
W
STORM DRAINAGE
SIGNAL JUNCTION BOX
m
CATCH BASIN TYPE 1 W /GRATE
118
J
CATCH BASIN TYPE 1 W /SOLID LID
10
r.
CATCH BASIN TYPE 2 W /GRATE
v
Svc
W
CATCH BASIN TYPE 2 W /SOLID LID
TRAFFIC SIGNAL POLE
CO
STORM DRAIN MANHOLE
@) O
TRAFFIC SIGNAL POLE W /LIGHT
Q
STORM DRAIN STUB MARKER POST
6
FIBER OPTIC MANHOLE
BEEHIVE MANHOLE
¢i
ROOF DRAIN
a-
YARD DRAIN (ROUND LID)
�>
llCi
Z
YARD DRAIN'
TELEPHONE GUY ANCHOR
O
STORM DRAIN CLEAN -OUT
o &u
TELEPHONE ANCHOR POLE
CA
STORM DRAIN PIPE
- - -- o - - - --
L%
TELEPHONE JUNCTION BOX (UG)
Pi
SATELLITE DISH
LZ
ROOF DRAIN
___-___-_..-.._--
'i
I—
SO SERVICE 6" CPEP WITH
p
X
INVERT 0 END OF PIPE
-O
TELEPHONE POLE
W
%-
LANDSCAPE LIGHT
cr
SMIMARY SEWER
-}
YARD LIGHT (UNDER 10' TALL)
W
SANITARY SEWER MANHOLE
0 G
�j
SANITARY SEWER CLEANOUT
0 005
O
LJJ
SANITARY SEWER GRAVITY
— s
IRRIGATION CONTROL VALVE
0co
OIL FILLER CAP
}
SANITARY SEWER FORCE MAIN
- -nA
»---- ----s.
WATER STUB MARKER POST
Q
TRAMC
P {D
STRAIGHT /RIGHT TURN ARROW
"av
A
Z
STRAIGHT /RIGHT TURN ARROW
`V
4
Q
LEFT /RIGHT TURN ARROW
BSI
M
W
STRAIGHT /LEFT /RIGHT TURN ARROW
+
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QLEFT
TURN ARROW
t'ti
q
—J
RIGHT TURN ARROW
�'
A
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STRAIGHT ARROW
's'
t
WHANDICAP
PARKING
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GUARD RAIL
al.
Q
BIKE LANE
c'a'n
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TRAFFIC SIGN
i-m-
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- ---- --- >:- - - - - --
INFORMATION SIGN
-
T
I1J
STREET LIGHT
- -- C _ -
FENCE, CHAIN -LINK
Fo
FIBER OPTICS
- ---
CONSTRUCTION SEQUENCE:
1. THE CONTRACTOR SHALL COMPLETE THE INSTALLATION OF THE
SANITARY SEWER LINES WITHIN ONLY ONE ROADWAY BLOCK AT A
TIME AND SHALL COMPLETE THE TEMPORARY HOT -MIX ASPHALT
RESTORATION OF EACH ROADWAY BLOCK BEFORE BEGINNING
WORK IN ANOTHER BLOCK.
2. TEMPORARY RESTORATION OF TRENCHES FOR OVERNIGHT USE
SHALL BE ACCOMPLISHED BY USING HOT -MIX ASPHALT (HMA).
STEEL PLATES MAY BE USED OVERNIGHT TO COVER THE LAST
SECTION OF TRENCH. STEEL PLATES MUST BE PINNED DOWN
AND ASPHALT RAMPS /WEDGES MUST BE PLACED AROUND THE
PLATES. STEEL PLATES SHALL NOT BE USED ON STEEP GRADES
OR WHERE STEEL PLATES PRESENT A ROADWAY HAZARD.
71 a _f
I WETLAND WITH BUFFER
� v s
Sx
WETLAND FLAG
_
POWER POLE W /DROP LINE & LIGHT
FILTER FABRIC FENCE
If!
BIKE RACK
CUTOFF SWALE
POWER POLE W /DROP LINE, LIGHT & TRANSFORMER
INTERCEPTOR DITCH
DEBRIS PILE
®
POWER POLE W /DROP LINE & TRANSFORMER
QQ
SEDIMENT FILTER
®
STRAW BALE
GRAVEL CONE
eu
FIRE PIT
POWER POLE W /LIGHT
BOLLARD
-
POWER POLE W /LIGHT & TRANSFORMER
HORSE SHOE PIT
-O-
POWER POLE
G
MAILBOX
-g-
POWER POLE W /TRANSFORMER
xl
MILE POST MARKER
(_
PAD MOUNTED TRANSFORMER
-C-
SOIL LOG
'i:'I
POWER VAULT /MANHOLE
-u-
SIGN
P;
SIGNAL CONTROL BOX
--
SEPTIC DISTRIBUTION BOX
SIGNAL JUNCTION BOX
SANITARY SEWER STUB MARKER POST,
TRAFFIC PEDESTRIAN POLE
Svc
SEPTIC VENT
2==
TRAFFIC SIGNAL POLE
-�
STORM PIPE INLET /OUTLET
CZ_;
TRAFFIC SIGNAL POLE W /LIGHT
STORM DRAIN STUB MARKER POST
6
FIBER OPTIC MANHOLE
¢i
ROOF DRAIN
�,
FIBER OPTIC STUB MARKER POST
llCi
CATCH BASIN
1�
TELEPHONE GUY ANCHOR
(=j
CABLE TV MARKER POST
I-
TELEPHONE ANCHOR POLE
'
CABLE TV RISER
L%
TELEPHONE JUNCTION BOX (UG)
Pi
SATELLITE DISH
Ur
TELEPHONE MANHOLE
'i
LUMINAIRE W /ARM
TELEPHONE STUB MARKER POST
LUMINAIRE
-O
TELEPHONE POLE
%-
LANDSCAPE LIGHT
TELEPHONE RISER
-}
YARD LIGHT (UNDER 10' TALL)
FIRE DEPT CONNECTION
GAS STUB MARKER POST
HOSE BIB
JA
GAS VALVE
IRRIGATION CONTROL VALVE
0co
OIL FILLER CAP
WATER MANHOLE
P.
GUY ANCHOR
WATER STUB MARKER POST
P {D
GUY POLE
"av
MONITORING WELL
PO
BSI
POWER GRATE
POST INDICATOR VALVE
'd
ELECTRICAL JUNCTION PULL/BOX
..
SPRINKLER HEAD
J
ELECTRICAL STUB MARKER POST
,�
WATER VAULT -
:'
ELECTRICAL METER
0
WATER WELL
c
GAS
GUARD RAIL
al.
OIL
-- ---- - -0- -- --
FENCE, BOARD
P
POWER (BURIED)
- ---- --- >:- - - - - --
FENCE, BARB -WIRE
-
P
POWER (AERIAL)
- -- C _ -
FENCE, CHAIN -LINK
Fo
FIBER OPTICS
- ---
FENCE, ELECTRIC
T
TELEPHONE (BURIED)
- - -�� - - - - - --
FENCE HOG WIRE
— T
— —
TELEPHONE (AERIAL)
- -_ =- --
FENCE, SPLIT RAIL
-- - -- c
- - --
TV CABLE (BURIED)
---- '�-/-- - - - - --
FENCE, WIRE
--- -- c
— --
TV CABLE (AERIAL)
FENCE WROUGHT IRON
CREEK OR STREAM CENTERLINE
---- - - - -r—
RAILROAD TRACKS
I WETLAND WITH BUFFER
� v s
CONSULTING ENGINEERS LLG
WARNING: SWBC,SuIte210 10 10 ICI
FWeNd WRY. WA 88003
THE UTILITY LOCATIONS SHOWN WwW.esmciviLCOm
Civil .'inee,in' I L nj S.A nBerron\ I LwHacuP^ "A �NRe�uro
ARE APPROXIMATE ONLY. DEPTH ""°'I` .
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1352 - 020 -011
CONSTRUCTION ENTRANCE
® lei SSW3
L..
M
STREAM WITH BUFFER
SURVEY
PROPOSED MONUMENT IN CASE
® FOUND MONUMENT IN CASE
Oam PROPOSED MONUMENT (AS DEFINED)
@am FOUND MONUMENT (AS DEFINED)
G DELTA
(R) RADIAL BEARING < >
(NR) NON - RADIAL BEARING
L ARC LENGTH
REVISION
��I
ABBREVIATIONS GENERAL NOTES:
1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE
AVE AVENUE ID INSIDE DIAMETER LATEST STANDARDS AND SPECIFICATIONS OF THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT AND THE 2008 EDITION OF
AC ASBESTOS CEMENT PIPE IE INVERT ELEVATION THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS
APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE
ADJ ADJACENT IN INCHES RENTON STANDARD PLANS & SPECIFICATIONS. SOME STANDARD
DETAIL DRAWINGS MAY HAVE BEEN MODIFIED FOR THE CONTRACT.
ALUM ALUMINUM L LENGTH THE CONTRACTOR SHALL REFER TO DETAIL DRAWINGS INCLUDED
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE LB POUNDS IN THE CONTRACT DOCUMENTS. A SET OF APPROVED PLANS
SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
AP ANGLE POINT LF LINEAL FEET
2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE
ASPH ASPHALT MAX MAXIMUM AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS MFR MANUFACTURER DISTURBANCE. FOR UTILITY LOCATES CALL 800 - 424 -5555 (OR
ASSY ASSEMBLY MH MANHOLE 811) A MINIMUM OF 72 HOURS PRIOR TO EXCAVATION.
BF BLIND FLANGE MIN MINIMUM 3. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE
BLDG BUILDING MJ MECHANICAL JOINT SUBMITTED AT THE PRE - CONSTRUCTION MEETING. ANY
MODIFICATIONS TO THE APPROVED TRAFFIC CONTROL PLAN SHALL
BLK BLOCK MISC MISCELLANEOUS BE RESUBMITTED AND APPROVED PRIOR TO IMPLEMENTATION.
BO BLOW OFF N NORTH 4. ALL FITTINGS SHALL BE BLOCKED PER CITY OF RENTON
STANDARD DETAILS UNLESS OTHERWISE NOTED.
BOW /BW BOTTOM OF WALL NO NUMBER
BVC BEGIN VERTICAL CURVE NITS NOT TO SCALE 5. THE CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO
REMOVE DUST AND DEBRIS FROM PAVEMENT AREA AS DIRECTED
BW BACK OF WALK OC ON CENTER BY THE ENGINEER. FLUSHING OF STREETS SHALL NOT BE
PERMITTED.
CTR CENTER OD OUTSIDE DIAMETER
6. BEFORE COMMENCEMENT OF TRENCHING, THE CONTRACTOR
CB CATCH BASIN OHW ORDINARY HIGH WATER SHALL PROVIDE A CATCH BASIN FILTER FOR ALL DOWNHILL
CI CAST IRON STORM DRAIN INLETS AND CATCH BASINS. THE CONTRACTOR
PI POINT OF INTERSECTION SHALL PERIODICALLY INSPECT THE CONDITION OF ALL FILTERS
CL /rE CENTERLINE Pp POWER POLE AND REPLACE AS NECESSARY.
CLR CLEAR PVI POINT OF VERTICAL INTERSECTION 7. PAVEMENT MARKINGS (E.G. LANE LINE BUTTONS OR PAINT, STOP
CMP CORRUGATED METAL PIPE BARS, CROSSWALKS, ETC.) DAMAGED OR REMOVED DURING
PE POLYETHYLENE CONSTRUCTION SHALL BE REPLACED IN KIND.
CO CLEANOUT PERF PERFORATED
CONIC CONCRETE PVC POLYVINYL CHLORIDE
C CONDUIT PVMT PAVEMENT
CONN CONNECTION PVT POINT OF VERTICAL TANGENCY
CONTR CONTRACTOR PC POINT OF CURVATURE
CONT CONTINUED PT POINT OF TANGENCY NOTE:
CY CUBIC YARDS QTY QUANTITY 1, LOT LINES ARE BASED ON GIS INFORMATION AND ARE FOR
CL CLASS RET RETAINING GENERAL INFORMATION ONLY.
2. GRAVITY SANITARY SEWER PIPE MATERIAL:
CF CUBIC FEET RR RAILROAD • PVC SDR35 - 4' TO 15' OF COVER
PVC C900 - LESS THAN 4' OF COVER
CFS CUBIC FEET PER SECOND
R RADIUS . PVC C900 - OVER 15' OF COVER
DC DEGREE OF CURVATURE RED REDUCER • PVC C905 - PIPE DIA. GREATER THAN 18" WITH LESS THAN
DI DUCTILE IRON 4' OF COVER OR GREATER THAN 15' OF COVER
REINF REINFORCED
DIA/0 DIAMETER RED REQUIRED
DOT DEPARTMENT OF TRANSPORTATION R/W RIGHT OF WAY
DIM DIMENSION S SOUTH SURVEY DATUM:
DWGS DRAWINGS SCH SCHEDULE
HORIZONTAL DATUM:
D DRAIN SO STORM DRAIN NAD83(91) WASHINGTON STAE PLANE COORDINATE SYSTEM NORTH
EDP EDGE OF PAVEMENT SF SQUARE FEET ZONE
VERTICAL DATUM:
E EAST SHT SHEET NAVD 1988 CITY OF RENTON PUBLISHED BENCH MARKS
ELEV ELEVATION SPECS SPECIFICATIONS
#1909 CASED MONUMENT WITH LEAD AND TACK AT THE INTERSECTION
EL ELEVATION SQ SQUARE OF SE 139th PLACE AND 156TH AVENUE SE.
ELEVATION = 408.64
ELEC ELECTRICAL SS SANITARY SEWER
EVC END VERTICAL CURVE STA STATION #2088 CASE MONUMENT WITH 'Yz" BRASS DISC AT THE INTERSECTION
SE 142ND PLACE AND 156TH AVENUE SE.
EXIST EXISTING STD STANDARD ELEVATION = 372.34
FOG FIRE DEPARTMENT CONNECTION TO TOP OF CURB CITY OF RENTON PUBLISHED BENCH DESCRIPTIONS ARE REVERSED
FG FINISH GRADE TEL TELEPHONE FOR
BENCHMARKS #2088 AND #1909
FIG FIGURE THIRD THREADED SITE CONTROL:
FIN FINISHED THRU THROUGH ESM CONTROL POINT LOCATED 27' NW OF THE INTERSECTION OF SE
FL /FL FLOwLINE TOw 136TH ST AND 168TH AVENUE SE.
/Tw TOP OF WALL N 178033.9669, E 1323118.6406, ELEVATION = 466.25
FL FLANGE TYP TYPICAL ESM CONTROL POINT LOCATED 511' WEST OF THE INTERSECTION OF
FT FEET VERT VERTICAL SE 136TH ST AND 168TH AVENUE SE ON THE SOUTHERLY EDGE OF
ASPHALT.
FM FORCE MAIN w WEST N 178031.6592, E 1322625.8698, ELEVATION = 454.97
GA GAUGE W/ WITH
GALV GALVANIZED W/0 WITHOUT
GI GALVANIZED IRON WSS WATER SAMPLING STATION
GV GATE VALVE CHECKED FOR COMPLIANCE TO CITY STANDARDS
S=362102
GR,WN:
wRnw: xqw lase
.fM NGR60NfP1: NPD 1983/1991
oNE I' DATUM
NLL INC
( ONE E
IF NO OOL
SL01E ACCORDINGLY
— CITY OF HERITAGE PLAT SANITARY SEWER EXTENSION 02/06/201
RENTON PAGE
PHASE 1 (LIBERTY HIGH SCHOOL) .. OOR
ORAWING NO:
Planning /Building /Public Works Dept. LEGEND AND GENERAL NOTES LG -01
91EE1: 2 "16
T.E.S.C.P.
— — —
— CLEARING LIMITS
FILTER FABRIC FENCE
x--x—
^sue
CUTOFF SWALE
INTERCEPTOR DITCH
-- 0 - - -0-- N.G.P.E. FENCE
®
ROCK CHECK DAM
QQ
SEDIMENT FILTER
®
STRAW BALE
GRAVEL CONE
RIP RAP PAD
CONSULTING ENGINEERS LLG
WARNING: SWBC,SuIte210 10 10 ICI
FWeNd WRY. WA 88003
THE UTILITY LOCATIONS SHOWN WwW.esmciviLCOm
Civil .'inee,in' I L nj S.A nBerron\ I LwHacuP^ "A �NRe�uro
ARE APPROXIMATE ONLY. DEPTH ""°'I` .
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1352 - 020 -011
CONSTRUCTION ENTRANCE
® lei SSW3
L..
M
STREAM WITH BUFFER
SURVEY
PROPOSED MONUMENT IN CASE
® FOUND MONUMENT IN CASE
Oam PROPOSED MONUMENT (AS DEFINED)
@am FOUND MONUMENT (AS DEFINED)
G DELTA
(R) RADIAL BEARING < >
(NR) NON - RADIAL BEARING
L ARC LENGTH
REVISION
��I
ABBREVIATIONS GENERAL NOTES:
1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE
AVE AVENUE ID INSIDE DIAMETER LATEST STANDARDS AND SPECIFICATIONS OF THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT AND THE 2008 EDITION OF
AC ASBESTOS CEMENT PIPE IE INVERT ELEVATION THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS
APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE
ADJ ADJACENT IN INCHES RENTON STANDARD PLANS & SPECIFICATIONS. SOME STANDARD
DETAIL DRAWINGS MAY HAVE BEEN MODIFIED FOR THE CONTRACT.
ALUM ALUMINUM L LENGTH THE CONTRACTOR SHALL REFER TO DETAIL DRAWINGS INCLUDED
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE LB POUNDS IN THE CONTRACT DOCUMENTS. A SET OF APPROVED PLANS
SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
AP ANGLE POINT LF LINEAL FEET
2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE
ASPH ASPHALT MAX MAXIMUM AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS MFR MANUFACTURER DISTURBANCE. FOR UTILITY LOCATES CALL 800 - 424 -5555 (OR
ASSY ASSEMBLY MH MANHOLE 811) A MINIMUM OF 72 HOURS PRIOR TO EXCAVATION.
BF BLIND FLANGE MIN MINIMUM 3. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE
BLDG BUILDING MJ MECHANICAL JOINT SUBMITTED AT THE PRE - CONSTRUCTION MEETING. ANY
MODIFICATIONS TO THE APPROVED TRAFFIC CONTROL PLAN SHALL
BLK BLOCK MISC MISCELLANEOUS BE RESUBMITTED AND APPROVED PRIOR TO IMPLEMENTATION.
BO BLOW OFF N NORTH 4. ALL FITTINGS SHALL BE BLOCKED PER CITY OF RENTON
STANDARD DETAILS UNLESS OTHERWISE NOTED.
BOW /BW BOTTOM OF WALL NO NUMBER
BVC BEGIN VERTICAL CURVE NITS NOT TO SCALE 5. THE CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO
REMOVE DUST AND DEBRIS FROM PAVEMENT AREA AS DIRECTED
BW BACK OF WALK OC ON CENTER BY THE ENGINEER. FLUSHING OF STREETS SHALL NOT BE
PERMITTED.
CTR CENTER OD OUTSIDE DIAMETER
6. BEFORE COMMENCEMENT OF TRENCHING, THE CONTRACTOR
CB CATCH BASIN OHW ORDINARY HIGH WATER SHALL PROVIDE A CATCH BASIN FILTER FOR ALL DOWNHILL
CI CAST IRON STORM DRAIN INLETS AND CATCH BASINS. THE CONTRACTOR
PI POINT OF INTERSECTION SHALL PERIODICALLY INSPECT THE CONDITION OF ALL FILTERS
CL /rE CENTERLINE Pp POWER POLE AND REPLACE AS NECESSARY.
CLR CLEAR PVI POINT OF VERTICAL INTERSECTION 7. PAVEMENT MARKINGS (E.G. LANE LINE BUTTONS OR PAINT, STOP
CMP CORRUGATED METAL PIPE BARS, CROSSWALKS, ETC.) DAMAGED OR REMOVED DURING
PE POLYETHYLENE CONSTRUCTION SHALL BE REPLACED IN KIND.
CO CLEANOUT PERF PERFORATED
CONIC CONCRETE PVC POLYVINYL CHLORIDE
C CONDUIT PVMT PAVEMENT
CONN CONNECTION PVT POINT OF VERTICAL TANGENCY
CONTR CONTRACTOR PC POINT OF CURVATURE
CONT CONTINUED PT POINT OF TANGENCY NOTE:
CY CUBIC YARDS QTY QUANTITY 1, LOT LINES ARE BASED ON GIS INFORMATION AND ARE FOR
CL CLASS RET RETAINING GENERAL INFORMATION ONLY.
2. GRAVITY SANITARY SEWER PIPE MATERIAL:
CF CUBIC FEET RR RAILROAD • PVC SDR35 - 4' TO 15' OF COVER
PVC C900 - LESS THAN 4' OF COVER
CFS CUBIC FEET PER SECOND
R RADIUS . PVC C900 - OVER 15' OF COVER
DC DEGREE OF CURVATURE RED REDUCER • PVC C905 - PIPE DIA. GREATER THAN 18" WITH LESS THAN
DI DUCTILE IRON 4' OF COVER OR GREATER THAN 15' OF COVER
REINF REINFORCED
DIA/0 DIAMETER RED REQUIRED
DOT DEPARTMENT OF TRANSPORTATION R/W RIGHT OF WAY
DIM DIMENSION S SOUTH SURVEY DATUM:
DWGS DRAWINGS SCH SCHEDULE
HORIZONTAL DATUM:
D DRAIN SO STORM DRAIN NAD83(91) WASHINGTON STAE PLANE COORDINATE SYSTEM NORTH
EDP EDGE OF PAVEMENT SF SQUARE FEET ZONE
VERTICAL DATUM:
E EAST SHT SHEET NAVD 1988 CITY OF RENTON PUBLISHED BENCH MARKS
ELEV ELEVATION SPECS SPECIFICATIONS
#1909 CASED MONUMENT WITH LEAD AND TACK AT THE INTERSECTION
EL ELEVATION SQ SQUARE OF SE 139th PLACE AND 156TH AVENUE SE.
ELEVATION = 408.64
ELEC ELECTRICAL SS SANITARY SEWER
EVC END VERTICAL CURVE STA STATION #2088 CASE MONUMENT WITH 'Yz" BRASS DISC AT THE INTERSECTION
SE 142ND PLACE AND 156TH AVENUE SE.
EXIST EXISTING STD STANDARD ELEVATION = 372.34
FOG FIRE DEPARTMENT CONNECTION TO TOP OF CURB CITY OF RENTON PUBLISHED BENCH DESCRIPTIONS ARE REVERSED
FG FINISH GRADE TEL TELEPHONE FOR
BENCHMARKS #2088 AND #1909
FIG FIGURE THIRD THREADED SITE CONTROL:
FIN FINISHED THRU THROUGH ESM CONTROL POINT LOCATED 27' NW OF THE INTERSECTION OF SE
FL /FL FLOwLINE TOw 136TH ST AND 168TH AVENUE SE.
/Tw TOP OF WALL N 178033.9669, E 1323118.6406, ELEVATION = 466.25
FL FLANGE TYP TYPICAL ESM CONTROL POINT LOCATED 511' WEST OF THE INTERSECTION OF
FT FEET VERT VERTICAL SE 136TH ST AND 168TH AVENUE SE ON THE SOUTHERLY EDGE OF
ASPHALT.
FM FORCE MAIN w WEST N 178031.6592, E 1322625.8698, ELEVATION = 454.97
GA GAUGE W/ WITH
GALV GALVANIZED W/0 WITHOUT
GI GALVANIZED IRON WSS WATER SAMPLING STATION
GV GATE VALVE CHECKED FOR COMPLIANCE TO CITY STANDARDS
S=362102
GR,WN:
wRnw: xqw lase
.fM NGR60NfP1: NPD 1983/1991
oNE I' DATUM
NLL INC
( ONE E
IF NO OOL
SL01E ACCORDINGLY
— CITY OF HERITAGE PLAT SANITARY SEWER EXTENSION 02/06/201
RENTON PAGE
PHASE 1 (LIBERTY HIGH SCHOOL) .. OOR
ORAWING NO:
Planning /Building /Public Works Dept. LEGEND AND GENERAL NOTES LG -01
91EE1: 2 "16
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CONTROL POINTS
POINT NO.
NORTHING
EASTING
I ELEV.
I POINT DESCRIPTION
115
178033.9669
1323118.6406
1 466.251
PK NAIL WITH ESM CONTROL WASHER
116
178031.6592
1322625.8698
454.97
PK NAIL WITH ESM CONTROL WASHER
125
177488.9418
1322445.4194
43 0.87
FOUND PK NAIL WITH WASHER
202
178014.1230
1323136.66 33
CASED MONUMENT
300
177770.8310
1322438.1521
444.38
FOUND PK NAIL WITH WASHER
301
177626.2125
1322442.3278
444.881
FOUND PK NAIL WITH WASHER
8303
177902.0006
1322515.0699
1 FOUND PK NAIL
SURVEY DATUM:
HORIZONTAL DATUM:
NAD83(91) WASHINGTON STATE PLANE COORDINATE SYSTEM NORTH
ZONE
VERTICAL DATUM:
NAVD 1988 CITY OF RENTON PUBLISHED BENCH MARKS
#1909 CASED MONUMENT WITH LEAD AND TACK AT THE INTERSECTION
OF SE 139th PLACE AND 156TH AVENUE SE.
ELEVATION = 408.64
#2088 CASE MONUMENT WITH Yz" BRASS DISC AT THE INTERSECTION
SE 142ND PLACE AND 156TH AVENUE SE.
ELEVATION = 372.34
CITY OF RENTON PUBLISHED BENCH DESCRIPTIONS ARE REVERSED
FOR BENCHMARKS #2088 AND #1909
Rfigiv,
PROPERTY CORNERS, RIGHT —OF —WAY MARKERS, SURVEY
MONUMENTS AND FENCES THAT MAY BE REQUIRED TO BE
REMOVED OR DISTURBED BY CONSTRUCTION SHALL BE FIRST
LOCATED AND REFERENCED BY A SURVEY AND RESTORED IN
THEIR ORIGINAL CONDITION AND LOCATION AFTER
CONSTRUCTION IS COMPLETED BY A LICENSED PROFESSIONAL
SURVEYOR. IF MONUMENTS NEED TO BE RAISED TO NEW
GRADE, SAID RAISING SHALL BE IN ACCORDANCE WITH 2007
KING COUNTY STANDARD DETAILS 5 -019 AND 5 -020.
CONSULTING ENGINEERS LLG
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1 FUTURE
34 L.F.
-
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EXISTING SD4
B
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1 4 LLYZ Il- 4,
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(W)
(SE)
IE 30" CPP = 4 19.20
(SE)
S.S.M.H. #P2 -02, TYPE 1
STA. 100 +16.14
N: 177449.94
E: 1322486.93
EX. CPP
EX 50" CPP
15' PROPOSED SANITARY
SEWER EASEMENT
- NEX. '" CPP -- - 9Z�(CITY OF RENTON) \
11�r1 FUTURE
S.S.M.H. #P2 -01, TYPE 1 -60 "6
STA. 100 +50.19
( iliA N: 177456.73
E: 1322453.56
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x. IN Il R
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STA. 101+58.37
N: 177564.82
E: 1322449.52
EXISFING S.S.M -N. FUTURE SANITARY
1 (�, RIM = 4213.93 _ / SEWER PUMP STA
` POT OU OF STr+ IC RE , 19 "-
RISER HEIGHT =426,90
11 __
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EXISTING SS f .H,
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N: 177450.59
E: 1322503.06
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E.X. GAS
102 +00
- - - - -
IM 5.65
F. 0 439.30
F 6 57.95
ST INC SDCB
445. -1
PVC -441.42 (SW)
1 ,IDS= 441 .14 (E)
1 ADS =<3g.61 (E)
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N: 177823.44
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IE 12' ADS 438-20 (N)
IE 12" ADS 437.99 (S)
IE 6" ADS 441.00 (E)
LIBERTY
HIGH SCHOOL
\ 14 L.F. 10 "0 C900 S.:
\ 0 S = 0.40 %-��%`
S.S. STUB W /CAP
STA. 104 +31.13
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NOTES:
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO
VERIFY LOCATION AND ELEVATION PRIOR
TO CONSTRUCTION.
2. FOR TRENCH SECTION AND PAVEMENT
RESTORATION SEE ROADWAY
RESTORATION SHEET DT -01.
3. FINAL RIM ELEVATIONS SHALL MATCH
RESTORED PAVEMENT GRADES.
4. MILLER GLIDELOC FALL PROTECTION
SYSTEM SHALL BE USED AS FALL
RESTRAINT DEVICE UNLESS OTHERWISE
APPROVED BY THE CITY.
f \L 1 IVlr%F
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If NM OHE INCH
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TO CONSTRUCTION.
2. FOR TRENCH SECTION AND PAVEMENT
RESTORATION SEE ROADWAY
RESTORATION SHEET DT -01.
3. FINAL RIM ELEVATIONS SHALL MATCH
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NOTES:
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO
VERIFY LOCATION AND ELEVATION PRIOR
TO CONSTRUCTION.
2. FOR TRENCH SECTION AND PAVEMENT
RESTORATION SEE ROADWAY
RESTORATION SHEET DT -01.
3, FINAL RIM ELEVATIONS SHALL MATCH
RESTORED PAVEMENT GRADES.
4, MILLER GLIDELOC FALL PROTECTION
SYSTEM SHALL BE USED AS FALL
RESTRAINT DEVICE UNLESS OTHERWISE
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AS -BUILT CERTIFICATION:
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
LOCATIONS OF THE SEWER LINES SHOWN HEREON ARE THE
RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY
DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK
PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED
PROFESSIONAL SURVEY PRACTICE. WE MAKE NO OTHER WARRANT
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32
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r7"vr'5-
EL=496.00
66.6
66 L.F.,-
7 8"0 S.S
PAD
73 EL=497.00
PAD
EL=499.00
' PAD
EL =499.90
28
2
220.7
EL=498.60
PAD /
X22
$4$ L.F.,
_ EL=496.60
8"0 S.S
27
2 2
PAD
XO
EL=496.80
PAD
pp
EL -499.50
PAD
O�XR
N O'er
Pgy�
11.
JPAD
AS -BUILT CERTIFICATION:
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
LOCATIONS OF THE SEWER LINES SHOWN HEREON ARE THE
RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY
DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK
PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED
PROFESSIONAL SURVEY PRACTICE. WE MAKE NO OTHER WARRANT
EITHER EXPRESSED OR IMPLIED.
DATE:--
0-2-
I - • - • • • • - -=mTkyj•
r r
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4T5 L.F.
+8"0 S6.S
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EL=496.00
66.6
66 L.F.,-
7 8"0 S.S
PAD
73 EL=497.00
PAD
EL=499.00
' PAD
EL =499.90
28
24
PAD
O
PAD
_ EL=496.60
EL=4965.20
27
2 2
PAD
XO
EL=496.80
#H2-15, TYPE 1-48"0
TYPE 1
25
24
PAD
PAD
EL=497.40
_ EL=496.60
1
333
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EL=495.90
N
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EL=497.10
+ O
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78.1 48' L.F.,
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N O'er
EL=497.50
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tP�
8"0 $.S
EI -=495.10 k
O�
ui
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70.5
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'l00
.
PAD Oxy$
Ox00
L.P. 495.09
2-12
EL=497.60
FIN
ROAD B"
ELEV O INT
". = 499.59
481.78
77.6 -78- L.F.,
36
8
LPVTSf
8.0 S.S
481.65
HPVrSi30�F+8679
2-12
19
500.90
L.P. STA 306+70.73
481.34
102.3
2-12
20
530
td3- L.F.,
j
S.S. M.H.
_-- _
8"0 S.S
-336T+b03
-
490.10
485.35
-
2-20
22
-_
489.90
O
S.S.M.H.
2-17
C
1 496.90
TYPE 1-48"0
483.99
1
PVI ELEV=
X 9.69--tf
497.60
1 0
m U)
10.69 LT.
2-16
Iny
111
-
tj
492.40
483.60
0=
_ W
26
A.D. = -1.C�0
492.30
y
A.D=
5.00
�U)
A.QQ.
= -4.00
483.15
S.S.M.H.
W
#H2-21, TYPE 1-48"0
1"=50' HORIT
\ SCALE: 1"=10' VERT.
50 25 0 50
#H2-22, TYPE 1-48"0
SS -02
= STA. 111+53.71, ROAD
520
510
lCI
490
0
470
100
5-362101
NOTE:
SANITARY SEWER MANHOLE RIM
GRADES WILL BE ADDED UPON
COMPLETION ON FINAL LIFT OF
ASPHALT
��
NQ
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X00
SOD
NIS
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491.00
482.22
L.P. 495.09
2-12
7
FIN
ROAD B"
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". = 499.59
481.78
S.S.M.H.
2-12
8
LPVTSf
494.00
481.65
HPVrSi30�F+8679
2-12
9
500.90
L.P. STA 306+70.73
481.34
S.S.M.H.
2-12
20
530
.- _ ... -"
-------PVI�i -
SiA�00-
S.S. M.H.
_-- _
21
-336T+b03
-
490.10
485.35
-
2-20
22
-_
489.90
484.21
S.S.M.H.
2-17
520
510
lCI
490
0
470
100
5-362101
NOTE:
SANITARY SEWER MANHOLE RIM
GRADES WILL BE ADDED UPON
COMPLETION ON FINAL LIFT OF
ASPHALT
300+00 301+00 302+00 303+00
WARNING:
Fe ml Way. WA 90003
THE UTILITY LOCATIONS SHOWN WWW.esmcivii.com M4.
OAO uaarr.•, I�M I\aM�
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1-800-424-5555. ESM JOB #1352-006-007
1`r
305+00 306+00
3 IST REVISION
4 REVISED MYLAR SUBMITTAL -�
5 ASBUILT SUBMITTAL
6 ASBUILT MYLAR
7 ASBUILT MYLAR REVISION
NO. REVISION
LEEMY
IIS
a]
INY11000
Ms
KEY MAP
NOT TO SCALE
NOTES:
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO VERIFY
LOCATION AND ELEVATION PRIOR TO
CONSTRUCTION.
2. FOR TRENCH SECTION SHEET DT -01.
3. FOR SIDE SEWER CONNECTIONS SEE SIDE
SEWER CONNECTION DETAIL SHEET
SS -09. SEWER STUBS TO THE
PROPERTY LINE SHALL BE 6 -INCH O 2%
SLOPE FROM MAIN TO RIGHT-OF-WAY
THEN UP TO SEWER STUB ELEVATION
UNLESS OTHERWISE NOTED.
4. MANHOLES LOCATED IN DRIVEWAY
APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SET A
MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISH GRADE, OR MUST HAVE
2'DIA. CONCRETE RING POURED AT
GRADE. WHERE MANHOLES LOCATED IN
PAVED AREAS, COVER MUST SLOPE IN
ALL DIRECTIONS TO MATCH PAVING.
INT'X STA. 300+00.00, ROAD "C"
LOTS
MIN. FF
ELEV.
SEWER STUB
DEPTH O END
OF STUB
ELEV. O
S.S. MAIN
DOWNSTREAM
S.S.M.H.
1
500.50
494.50
481.37
S.S.M.H.
INT
X STA. 309+98.38,
ROAD "C"
493.60
481.68
S.S.M. H.
2-12
3
497.30
491.30
481.79
S.S.M.H.
H2-12
4
496.60
490.60
482.21
_ +92.01, R0
FINISHED? GRADE ELEV O
INT. - 501119
A. 111+53171,
SHED GRAD
1 496.10
490.10
LP. E
495.07
2-13
H.P. ELEV
- 497.6
491.00
482.22
L.P. 495.09
2-12
7
FIN
ROAD B"
ELEV O INT
". = 499.59
481.78
S.S.M.H.
2-12
8
LPVTSf
494.00
481.65
HPVrSi30�F+8679
2-12
9
500.90
L.P. STA 306+70.73
481.34
S.S.M.H.
2-12
20
530
.- _ ... -"
-------PVI�i -
SiA�00-
S.S. M.H.
_-- _
21
-336T+b03
-
490.10
485.35
-
2-20
22
-_
489.90
484.21
S.S.M.H.
2-17
1 496.90
Pl%I ELEV = 499.61
483.99
S.S.M.H.
PVI ELEV=
494.17
497.60
PVI
LEV = 498.31
S.S.M.H.
2-16
PVI EL&V = 494.45
498.40
492.40
483.60
S.S.M.H.
H2-16
26
A.D. = -1.C�0
492.30
483.26
A.D=
5.00
27
A.QQ.
= -4.00
483.15
S.S.M.H.
A.D = 3.50
28
497.20
491.20
483.00
S.S.M.H.
#H2-15
K = 49.86
497.10
491.10
K
29.98
H2-17
30
= 37.50
491.40
488.94
K 42.86
#H2-18
31
495.90
489.90
484.38
S.S.M.H.
50.00 VC
32
496.40
1
.00' VC
S.S.M.H.
#H2-19
50.00' VC
496.90
490.90
15 .00' VC
S.S.M.H.
#H2-20
34
498.10
520
485.35
S.S.M.H.
#H2-21
35
498.50
492.50
485.71
S.S.M.H.
#H2-21
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;�.�
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0.35%
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r
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= r4.
I.E. IN - 48 .10, 8"0 S
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IN IN ieh
6 0 -.ISS
48493;,
482.0 ((S)) I.E.
X51.7
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085
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%
Ls-ml
.H. lH2 15.. TYPE 1 48
RIM
I.E. IN
8 0483.77 :NW
1
-
S.S.M.H. iH2 22. TYPE 1-48"
j
i
481. (NW) I.E.
IN 484-9�r,
8"0
,8"0 PVC
I M
I.E. OUT
= 4
8"0 483.6 (S)
77 E) LE.�.
481 77
OUT =$
8"0 SDR
-35 S.S
482.47
482.3
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-
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- 483RIM'
IIIc
RIM -
ISE.
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E. OUT -485-¢3
S 6
i _
UT 48 ��-
8"0
-
8"496N86
-___-
_---
NH= 4$4-x}
I.E.
6"0E484.48
8"0
E
4 4.42
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_ _ _. . (S�)
485.55. -._.. _
"
-
OUT -
i8i-+-$
SE)
148"
(TYPE
1
SS.IMNH.- TYPE
S.S.M.H. H2-12 TYPE,
1-48" S.S.M.H.
H2-14
TYPE 1
S.S.M.H.
H2-16
1-48'1
S.S.M_H.
H2-18 1 TYPE 1-48
S.S
M.H. H2-19
TYPE 1-48"
RIM = 496.65
RIM =
I RIM
li
RIM
- RIM
=
RIM
-
= 494.89
I.E.IIN - 48548 6"0 485.08 (NW)
481.07
I.E. IN = 18+.1.4, 8"0
I.E.
IN =
, 8"0 482,14
(N
I.E. I
= i833'.r18"0
483.00,(NW
I.E.
N - 48t.&91,6 "0 488.81 (SW) I.E.
IN =
, 8"0 484.15
(N
I.E. ;IN =-48592; 8"0 484.99 (NE)
I.E.T=1 ">
I.E.
OUT=
8'04
I.E.
T-
"0
--
- !
300+00 301+00 302+00 303+00
WARNING:
Fe ml Way. WA 90003
THE UTILITY LOCATIONS SHOWN WWW.esmcivii.com M4.
OAO uaarr.•, I�M I\aM�
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1-800-424-5555. ESM JOB #1352-006-007
1`r
305+00 306+00
3 IST REVISION
4 REVISED MYLAR SUBMITTAL -�
5 ASBUILT SUBMITTAL
6 ASBUILT MYLAR
7 ASBUILT MYLAR REVISION
NO. REVISION
LEEMY
IIS
a]
INY11000
Ms
KEY MAP
NOT TO SCALE
NOTES:
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO VERIFY
LOCATION AND ELEVATION PRIOR TO
CONSTRUCTION.
2. FOR TRENCH SECTION SHEET DT -01.
3. FOR SIDE SEWER CONNECTIONS SEE SIDE
SEWER CONNECTION DETAIL SHEET
SS -09. SEWER STUBS TO THE
PROPERTY LINE SHALL BE 6 -INCH O 2%
SLOPE FROM MAIN TO RIGHT-OF-WAY
THEN UP TO SEWER STUB ELEVATION
UNLESS OTHERWISE NOTED.
4. MANHOLES LOCATED IN DRIVEWAY
APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SET A
MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISH GRADE, OR MUST HAVE
2'DIA. CONCRETE RING POURED AT
GRADE. WHERE MANHOLES LOCATED IN
PAVED AREAS, COVER MUST SLOPE IN
ALL DIRECTIONS TO MATCH PAVING.
AS -BUILT
CHECKED FOR COMPLIANCE TO CITY STANDARDS
307+00 308+00 309+00 310+00
M /10/13
�W
M 1913 CITY OF HERITAGE PLAT
i-�50r Q11
M /24/14 �, R E N TON SANITARY SEWER EXTENSION PHASE 2
M 7/16/14 OCL are ou, DATUM "11 ROAD C PLAN AND PROFILE:
m)8/07/14E Planning/Building/Public Works Dept. STA. 300+00.00 TO STA. 309+98.38
BY DATE APPR �y
SS -03
1
n
SANITARY SIDE SEWERS
LOTS
MIN. FF
ELEV.
SEWER STUB
DEPTH O END
OF STUB
ELEV. O
S.S. MAIN
DOWNSTREAM
S.S.M.H.
1
500.50
494.50
481.37
S.S.M.H.
2-12
2
499.60
493.60
481.68
S.S.M. H.
2-12
3
497.30
491.30
481.79
S.S.M.H.
H2-12
4
496.60
490.60
482.21
S.S.M.H.
H2-13
5
1 496.10
490.10
482.20
S.S.M.H.
2-13
6
497.00
491.00
482.22
S.S.M.H.
2-12
7
498.00
492.00
481.78
S.S.M.H.
2-12
8
500.00
494.00
481.65
S.S.M.H.
2-12
9
500.90
494.90
481.34
S.S.M.H.
2-12
20
498.60
492.60
485.46
S.S. M.H.
2-21
21
496.10
490.10
485.35
S.S.M.H.
2-20
22
495.90
489.90
484.21
S.S.M.H.
2-17
23
1 496.90
490.90
483.99
S.S.M.H.
2-16
24
497.60
491.60
483.70
S.S.M.H.
2-16
25
498.40
492.40
483.60
S.S.M.H.
H2-16
26
498.30
492.30
483.26
S.S.M.H.
2-15
27
497.80
491.80
483.15
S.S.M.H.
2-15
28
497.20
491.20
483.00
S.S.M.H.
#H2-15
29
497.10
491.10
489.09
S. S.M.H.
H2-17
30
497.40
491.40
488.94
S.S.M.H.
#H2-18
31
495.90
489.90
484.38
S.S.M.H.
#H2-17
32
496.40
490.40
484.65
S.S.M.H.
#H2-19
33
496.90
490.90
485.10
S.S.M.H.
#H2-20
34
498.10
492.10
485.35
S.S.M.H.
#H2-21
35
498.50
492.50
485.71
S.S.M.H.
#H2-21
AS -BUILT
CHECKED FOR COMPLIANCE TO CITY STANDARDS
307+00 308+00 309+00 310+00
M /10/13
�W
M 1913 CITY OF HERITAGE PLAT
i-�50r Q11
M /24/14 �, R E N TON SANITARY SEWER EXTENSION PHASE 2
M 7/16/14 OCL are ou, DATUM "11 ROAD C PLAN AND PROFILE:
m)8/07/14E Planning/Building/Public Works Dept. STA. 300+00.00 TO STA. 309+98.38
BY DATE APPR �y
SS -03
1
n
Nnr'
o >3
a r
< c»
>
V
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v N {
mTE W
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y O X
v `
vn
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u) I ' SIDEWALK
W
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W
rr
W
W
i
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Q
J
d
W
Q470
W
= 465
460
455
450
EXISTING CUEVERI
IE 12" ADS = 466.35
0
EX, 12" ADS-
l�
=_155 LF, 8 "tn PV
C-SDF
SEE SHEET SS -03
EX. SD
w I
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.._.__ . _- ..__.. __... - - -- -° '- - ---n h
302 +00 3fvvl 3a1:J 303 +00 INVI 3a13 IF a —
304 +00
EXISTING EXTRUDED 195 LF, 8 "0 PVC
SDR 35 S.S. ®S = 0— .40 %a I s an WN _
—CURB (TYP) =
3nvl 361a o3o alx3 — — — -J W
d a '• d d I 1^ � '(f Li
alX3 F,anJ 030na1x3 8an0 fn al.x3 '+ -
&anD (30na1Y.3
r Q
S.S.M.H. #Hi -06, TYPE 1 -48 "0- ---- -- 15' PROPOSED SANITARY - S.S.M.H. #H1 -07, PE 1 -48 0
STA. 301 +54.63 SEWER EASEMENT STA. 303 +49.97
N: 177775.65 N: 177580.31 .i
(CITY OF RENTON)
E: 1323097.66 E: 1323096.67 - p� ill �' - -° ` •-�; I- - -,
PROPOSED UTILITIES. SEE LIBERTY PROPOSED CURB. SEE LIBERTY
PARKING LOT IMPROVEMENTS ARE SHOWN ON THE HIGH SCHOOL PERFORMING ART HIGH SCHOOL PERFORMING ART
LIBERTY HIGH SCHOOL PERFORMING ARTS CENTER CENTER CIVIL PLANS CENTER CIVIL PLANS
CIVIL CONSTRUCTION PLANS, EXCEPT WHERE NOTED.
WM
, J,
S.S.M.H. #H7 -05,
TYPE 1 -48 "0
!AI
VFRNGl: NAw 1989
HOR20N(RL . .'n7...
DATUM
a CITY O
[� r l� T (� �
R E N I o( V
Planning /Building /Public Works Dept.
STA. 300 +00.00 /STA.
207 +30.95.
W 12
DESGNE6.
��
N: 177928.28
E: 1323122.44
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NOTES:
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2. ALL PIPES AND FITRNGS SHALL BE SIMILAR SIZE AND MATERIAL
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5. WITHIN A 60' DIAMETER MANHOLE, THE MAXIMUM ALLOWABLE DIAMETER
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6. 'RELINETY BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS
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prepared by
33400 8TH AVE S, SUITE 205
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Phone: (253) 838 -6113
ESM JOB NO. 1352 - 006 -007
Sheet Index
SHEET NO. DRAWING NO. DESCRIPTION
1 COV -01 COVER SHEET
2 LG -01 LEGEND AND GENERAL NOTES
3 KEY -SV SITE SURVEY CONTROL
4 KEY -SS SANITARY SEWER EXTENSION KEY MAP
5 -12 SS -01 - SS -08 PLAN AND PROFILE
13 SS -09 SANITARY SEWER DETAILS
14 RD -01 SE 140TH ST ROADWAY RESTORATION PLAN
15 DT -01 ROADWAY DETAILS
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Phone: (253) 838 -6113
ESM JOB NO. 1352 - 006 -007
Sheet Index
SHEET NO. DRAWING NO. DESCRIPTION
1 COV -01 COVER SHEET
2 LG -01 LEGEND AND GENERAL NOTES
3 KEY -SV SITE SURVEY CONTROL
4 KEY -SS SANITARY SEWER EXTENSION KEY MAP
5 -12 SS -01 - SS -08 PLAN AND PROFILE
13 SS -09 SANITARY SEWER DETAILS
14 RD -01 SE 140TH ST ROADWAY RESTORATION PLAN
15 DT -01 ROADWAY DETAILS
CHECKED FOR COMPLIANCE TO CITY STANDARDS
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LEGEND EXISTING PROPOSED
ROADWAY EXISTING FEATURES ABBREVIATIONS
GENERAL NOTES:
ROADWAY CENTERUNE
:a WETLAND FLAG POWER POLE W /DROP LINE &LIGHT
PROPERTY / LOT UNE -1
BIKE RACK " "� POWER POLE W /DROP LINE, LIGHT & TRANSFORMER 1. ALL WORK MATERIAL SHALL IN CONFORMANCE WITH THE
______ ___ ___' AVE AVENUE LATEST STANDARDS AND SPECIFICATIONS OF THE CITY OF
RIGHT -OF -WAY
!j DEBRIS PILE -(> POWER POLE W /DROP LINE & TRANSFORMER ID INSIDE DIAMETER THE W PUBLIC WORKS DEPARTMENT AND THE 2008 EDITION OF
BOUNDARY LINE - -- � � � � AC ASBESTOS CEMENT PIPE IE INVERT ELEVATION THE SDOT /APWA STANDARDS AND SPECIFICATIONS, AS
EASEMENT LINE - — — — — - - — — — — -' FIRE PIT POWER POLE W /LIGHT qpJ ADJACENT APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE
IN INCHES RENTON STANDARD PLANS & SPECIFICATIONS. SOME STANDARD
BUILDING SETBACK LINE ------------------ - - - - -- ------------ - - - - -- BOLLARD -- POWER POLE W /LIGHT & TRANSFORMER ALUM ALUMINUM L LENGTH DETAIL DRAWINGS MAY HAVE BEEN MODIFIED FOR THE CONTRACT.
ROLLED CURB AND GUTTER - THE CONTRACTOR SHALL REFER TO DETAIL DRAWINGS INCLUDED
HORSE SHOE PIT POWER POLE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE IN THE CONTRACT DOCUMENTS. A SET OF APPROVED PLANS
VERTICAL CURB AND GUTTER — _ --- -- - --- !i MAILBOX y POWER POLE W /TRANSFORMER LB POUNDS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
CONTOUR (MINOR) - -- elz -- AP ANGLE POINT LF LINEAL FEET 2• ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE
N MILE POST MARKER [:', PAD MOUNTED TRANSFORMER
CONTOUR (MAJOR) --- azo - -- ASPH ASPHALT MAX MAXIMUM AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
FOOTING DRAIN FLOWPATH s.. �. _`_ _� -< ® %- SOIL LOG Pd POWER VAULT /MANHOLE ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS MFR MANUFACTURER THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
DISTURBANCE. FOR UTILITY LOCATES CALL 800 - 424 -5555 (OR
SIGN ` SIGNAL CONTROL BOX
SPOT ELEVATION 3�• 92� '' ASSY ASSEMBLY MH MANHOLE 811) A MINIMUM OF 72 HOURS PRIOR TO EXCAVATION.
1 .. I DISTRIBUTION O (. SIGNAL JUNCTION BOX BF BLIND FLANGE MIN MINIMUM 3. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE
TOP/TOE OF SLOPE - 1- ..__ SANITARY �_-- - - - -L. - 1-- 1- - - - -�- S B MARKER POST
TRAFFIC PEDESTRIAN POLE SUBMITTED AT THE PRE- CONSTRUCTION MEETING. ANY
CONCRETE SIDEWALK E ?' -4 —�_� � - -�� 0 - BLDG BUILDING MJ MECHANICAL JOINT MODIFICATIONS TO THE APPROVED TRAFFIC CONTROL PLAN SHALL
CONCRETE BLOCK WALL Sv, SEPTIC VENT <:. - - - - -- TRAFFIC SIGNAL POLE BLK BLOCK MISC MISCELLANEOUS BE RESUBMITTED AND APPROVED PRIOR TO IMPLEMENTATION.
ROCKERY STORM PIPE INLET /OUTLET !? % - TRAFFIC SIGNAL POLE W /LIGHT SO BLOW OFF N NORTH 4. ALL FITTINGS SHALL BE BLOCKED PER CITY OF RENTON
BARRICADE .. - STORM DRAIN STUB MARKER POST FIBER OPTIC MANHOLE BOW /BW BOTTOM OF WALL NO NUMBER STANDARD DETAILS UNLESS OTHERWISE NOTED.
BOLLARDS ' FTa ROOF DRAIN FIBER OPTIC STUB MARKER POST BVC BEGIN VERTICAL CURVE NTS NOT TO SCALE 5 REMOVE DUST AND DEBRIS SFROM PAVEMENTRAAREESW
MAILBOX ASD DIRECTED
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DOWNSPOUTS o p G CATCH BASIN u,- TELEPHONE GUY ANCHOR BW BACK OF WALK OC ON CENTER PERMITTED. ENGINEER. FLUSHING OF STREETS SHALL NOT BE
STIM DRAINAGE CABLE TV MARKER POST -�� TELEPHONE ANCHOR POLE CTR CENTER OD OUTSIDE DIAMETER 6. BEFORE COMMENCEMENT OF TRENCHING, THE CONTRACTOR
CATCH BASIN TYPE 1 W /GRATE N f CABLE TV RISER TELEPHONE JUNCTION BOX (UG) CB CATCH BASIN OHW ORDINARY HIGH WATER SHALL PROVIDE A CATCH BASIN FILTER FOR ALL DOWNHILL
CATCH BASIN TYPE 1 W /SOLID LID I _ CI CAST IRON STORM DRAIN INLETS AND CATCH BASINS. THE CONTRACTOR
i. SATELLITE DISH 0; TELEPHONE MANHOLE PI POINT OF INTERSECTION SHALL PERIODICALLY INSPECT THE CONDITION OF ALL FILTERS
CATCH BASIN TYPE 2 W /GRATE 4 ohx. LUMINAIRE W /ARM TELEPHONE STUB MARKER POST CL /CL CENTERUNE PP POWER POLE AND REPLACE AS NECESSARY.
CATCH BASIN TYPE 2 W /SOLID LID O• CLR CLEAR 7. PAVEMENT MARKINGS E.G. LANE LINE BUTTONS OR PAINT, STOP
STORM DRAIN MANHOLE OO O ;,? LUMINAIRE � TELEPHONE POLE PVI POINT OF VERTICAL INTERSECTION
_ti CMP CORRUGATED METAL PIPE BARS, CROSSWALKS, ETC.) DAMAGED OR REMOVED DURING
BEEHIVE MANHOLE 3;;- LANDSCAPE LIGHT TELEPHONE RISER PE POLYETHYLENE CONSTRUCTION SHALL BE REPLACED IN KIND.
YARD DRAIN (ROUND LID) G - 4. YARD LIGHT (UNDER 10' TALL) FIRE DEPT CONNECTION CO CLEANOUT PERF PERFORATED
YARD DRAIN GAS STUB MARKER POST HOSE BIB CONC CONCRETE PVC POLYVINYL CHLORIDE
STORM DRAIN CLEAN -OUT o 'CO 0 GAS VALVE IRRIGATION CONTROL VALVE C CONDUIT PVMT PAVEMENT
STORM DRAIN PIPE °i"O OIL FILLER CAP C4 WATER MANHOLE CONN CONNECTION PVT POINT OF VERTICAL TANGENCY
ROOF DRAIN
PC GUY ANCHOR 0 WATER STUB MARKER POST CONTR CONTRACTOR PC POINT OF CURVATURE
SD SERVICE 6° CPEP WITH
- - - -- - -o CONT CONTINUED PT POINT OF TANGENCY
INVERT 0 END OF PIPE I'19 GUY POLE MONITORING WELL
riv CY CUBIC YARDS QTY QUANTITY
POWER GRATE O POST INDICATOR VALVE 1. LOT LINES ARE BASED ON GIS INFORMATION AND ARE FOR
SANITARY $EWER � GENERAL INFORMATION ONLY.
SANITARY SEWER MANHOLE O ELECTRICAL JUNCTION PULL /BOX SPRINKLER HEAD CL CLASS RET RETAINING
cos CF CUBIC FEET RR RAILROAD 2. GRAVITY SANITARY SEWER PIPE MATERIAL:
SANITARY SEWER CLEANOUT C o O ELECTRICAL STUB MARKER POST WATER VAULT • PVC SDR35 - 4' TO 15' OF COVER
CFS CUBIC FEET PER SECOND
SANITARY SEWER GRAVITY s —� .�. R RADIUS PVC 0900 - LESS THAN 4' OF COVER
� ELECTRICAL METER �, WATER WELL
SANITARY SEWER FORCE MAIN .v. — DC DEGREE OF CURVATURE RED REDUCER PVC C900 - OVER 15' OF COVER
- c - GAS n IT -- GUARD RAIL
DI DUCTILE IRON REINF REINFORCED
TRAFFIC 01L OIL fl FENCE, BOARD
STRAIGHT /RIGHT TURN ARROW r POWER (BURIED) %< FENCE, BARB -WIRE DIA /0 DIAMETER REQ REQUIRED
DOT DEPARTMENT OF TRANSPORTATION R W RIGHT OF WAY
STRAIGHT /RIGHT TURN ARROW °Z /
LEFT /RIGHT TURN ARROW M 4r1 -- - - r _ - - - POWER (AERIAL) - 0-- - - - - -- FENCE, CHAIN -LINK DIM DIMENSION
S SOUTH
STRAIGHT /LEFT /RIGHT TURN ARROW •S° ¢ _ -- _ - To -- -- FIBER OPTICS - - - - -- - - - - - -- FENCE, ELECTRIC DWGS DRAWINGS
SCH SCHEDULE
LEFT TURN ARROW h - T- TELEPHONE (BURIED) - - - -- FENCE HOG WIRE
RIGHT TURN ARROW /� �► _ D DRAIN SD STORM DRAIN
T TELEPHONE (AERIAL) FENCE, SPLIT RAIL
EDP EDGE OF PAVEMENT SF SQUARE FEET
STRAIGHT ARROW t t c TV CABLE (BURIED) X FENCE, WIRE E EAST SHT SHEET
HANDICAP PARKING & S
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TRAFFIC SIGN CREEK OR STREAM CENTERLINE RAILROAD TRACKS EL ELEVATION SO SQUARE
INFORMATION SIGN T T -'� l _ _ i ELEC ELECTRICAL
STREET LIGHT �}; � ' SS SANITARY SEWER
0 I WE WITH BUFFER - �� STREAM WITH BUFFER EVC END VERTICAL CURVE STA STATION
EXIST EXISTING STD STANDARD
T.E.S.C.P. SURVEY FDC FIRE DEPARTMENT CONNECTION TC TOP OF CURB
CONSTRUCTION SEQUENCE: .... CLEARING LIMITS B PROPOSED MONUMENT IN CASE FG FINISH GRADE TEL TELEPHONE
FIG FIGURE THIRD THREADED
1. WITHIN EXISTING RIGHT -OF -WAY THE CONTRACTOR SHALL M FILTER FABRIC FENCE ® FOUND MONUMENT IN CASE
COMPLETE THE INSTALLATION OF THE SANITARY SEWER LINES ^ss.�. CUTOFF SWALE DOOM PROPOSED MONUMENT (AS DEFINED) FIN FINISHED THRU THROUGH
WITHIN ONLY ONE ROADWAY BLOCK AT A TIME AND SHALL FL /TL FLOWLINE TOW /TW TOP OF WALL
COMPLETE THE TEMPORARY HOT -MIX ASPHALT RESTORATION OF INTERCEPTOR DITCH @OM FOUND MONUMENT (AS DEFINED)
EACH ROADWAY BLOCK BEFORE BEGINNING WORK IN ANOTHER FL FLANGE TYP TYPICAL
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2. WITHIN EXISTING RIGHT -OF -WAY TEMPORARY RESTORATION OF ® ROCK CHECK DAM A DELTA FM FORCE MAIN W WEST
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USING HOT -MIX ASPHALT (HMA). STEEL PLATES MAY BE USED � SEDIMENT FILTER GA GAUGE W/ WITH
OVERNIGHT TO COVER THE LAST SECTION OF TRENCH. STEEL ® STRAW BALE (NR) NON- RADIAL BEARING GALV GALVANIZED W/0 WITHOUT
PLATES MUST BE PINNED DOWN AND ASPHALT RAMPS /WEDGES
MUST BE PLACED AROUND THE PLATES. STEEL PLATES SHALL GRAVEL CONE L ARC LENGTH GI GALVANIZED IRON WSS WATER SAMPLING STATION
NOT BE USED ON STEEP GRADES OR WHERE STEEL PLATES
PRESENT A ROADWAY HAZARD. RIP RAP PAD GV GATE VALVE CHECKED FOR COMPLIANCE TO CITY STANDARDS
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POINT NUMBER
NORTHING
EASTING
ELEVATION
DESCRIPTION
113
177364.9779
1323408.2061
PK NAIL WITH ESM CONTROL WASHER
201
177341.9548
1323421.8381
1ST REVISION
CASED MONUMENT
7081
175397.9315
1323093.3187
CASED MONUMENT
9789
176678.5941
1323403.7060
470.35
PK NAIL WITH ESM CONTROL WASHER
10240
176630.1556
1324375.1192
CASED MONUMENT
10241
176649.3028
1324056.3012
CASED MONUMENT
10478
176702.1454
1323097.6635
REBAR WITH ESM CONTROL CAP
12544
177936.5911
1324380.2971
CASED MONUMENT
SURVEY DATUM:
HORIZONTAL DATUM:
NAD83(91) WASHINGTON STATE PLANE COORDINATE SYSTEM NORTH
ZONE
VERTICAL DATUM:
NAVD 1988 CITY OF RENTON PUBLISHED BENCH MARKS
#1909 CASED MONUMENT WITH LEAD AND TACK AT THE INTERSECTION
OF SE 139th PLACE AND 156TH AVENUE SE.
ELEVATION = 408.64
#2088 CASE MONUMENT WITH W" BRASS DISC AT THE INTERSECTION
SE 142ND PLACE AND 156TH AVENUE SE.
ELEVATION = 372.34
CITY OF RENTON PUBLISHED BENCH DESCRIPTIONS ARE REVERSED
FOR BENCHMARKS #2088 AND #1909
NOTE:
PROPERTY CORNERS, RIGHT -OF -WAY MARKERS, SURVEY
MONUMENTS AND FENCES THAT MAY BE REQUIRED TO BE
REMOVED OR DISTURBED BY CONSTRUCTION SHALL BE FIRST
LOCATED AND REFERENCED BY A SURVEY AND RESTORED IN
THEIR ORIGINAL CONDITION AND LOCATION AFTER
CONSTRUCTION IS COMPLETED BY A LICENSED PROFESSIONAL
SURVEYOR. IF MONUMENTS NEED TO BE RAISED TO NEW
GRADE, SAID RAISING SHALL BE IN ACCORDANCE WITH 2007
KING COUNTY STANDARD DETAILS 5 -019 AND 5 -020.
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC 13, TWP 23 N, RGE 5 E, WM, KING CO, WA
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A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC 13, TWP 23 N, RGE 5 E, WM, KING CO, WA n
SE 140TH ST ROAD C �y =50• HORIZ.
SEE SHEET SS -O6 SEE SHEET SS -03 s��y SCALE: 1" =10' vERT.
I I
12 ��/ 50 25 0 50 100
STORM TRACT F
. -• 2
u'
FACILITY F
I-
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ROAD A
SANITARY SIDE SEWERS
rn',m
LOTS
MIN. FF
ELEV.
SEWER STUB
DEPTH 0 END
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ELEV.
S.S.
0
MAIN
m
DOWNSTREAM
S.S.M.H.
10
502.40
�
496.40
491.10
r�M
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S.S.M.H.
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500.60
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494.60
490.19
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BY
H2 -27
12
499.90
Oa
496.90
489.91
NC
S.S.M.H.
00 �O
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H2 -27
53
499.80
496.80
489.71
490
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8 "0 S.S
H2 -28
54
501.80
o
495.80
480.44
S.S.M.H.
480
56 ±
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55
498.90
492.90
479.46
54
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cMl En91n..nn9 I Fmixs HonoG:m.ot Do co.'.^AZnR,.W'.
ARE APPROXIMATE ONLY. DEPTH Public "'°""
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1352- 006 -007
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC 13, TWP 23 N, RGE 5 E, WM, KING CO, WA n
SE 140TH ST ROAD C �y =50• HORIZ.
SEE SHEET SS -O6 SEE SHEET SS -03 s��y SCALE: 1" =10' vERT.
I I
12 ��/ 50 25 0 50 100
STORM TRACT F
. -• 2
u'
FACILITY F
I-
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ROAD A
530
520
510
500
490
470
460
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9
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PAD OAF
EL.= 498.90 . f�
PAD
EL. 499.60
10 cx ao y , (%Oj
EL. 5A01.40 �' 1�r/ s x
ss
o / / 0.0
0
- ��°� /Q� 52
SUBCOLLECTOR ROAD A & SUBACCESS ROAD B
•
- STA.
53,
PAD
EL.= 498.80" /
49 L F S.S.M.H. #H2 -28, TYPE 1 -48"
8 "0 S.S ISTA. 106 +52.26, 4.55 LT.
S.S.M.H. #H2 -29, TYPE 1 -48 "0
STA. 106 +00.96, 7.90 LT.
1. 105+42.01. ROAD "B"
MIN
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m
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p
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= 481.01, 8 "0
BY
DATE
APPR
,
Oa
S
N
NC
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00 �O
C
m 1 137 L . F . ,
w
Q
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8 "0 S.S
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N
I 86
480
56 ±
N
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55
54
I
PAD
PAD
SE 140TH ST
ROAD
D
EL. =497.90
EL. 500.80
SEE SHEET SS -06 SE
SHEET
SS -04
240 L.F.,
8"0 S.S
S.M.H. #H2 -11, TYPE 1 -48 "0
S.S.M.H. #H2 -12, TYPE 1 -48 "0
fA. 101+47.00, 5.00 LT.
STA. 103 +87.01, 5.00 LT.
INT'X STA. 101 +52.00 ROAD "A"
= STA. 900 +00.00, ROAD "D"
530
520
510
500
490
470
460
C.:
9
I
w
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PAD OAF
EL.= 498.90 . f�
PAD
EL. 499.60
10 cx ao y , (%Oj
EL. 5A01.40 �' 1�r/ s x
ss
o / / 0.0
0
- ��°� /Q� 52
SUBCOLLECTOR ROAD A & SUBACCESS ROAD B
•
- STA.
53,
PAD
EL.= 498.80" /
49 L F S.S.M.H. #H2 -28, TYPE 1 -48"
8 "0 S.S ISTA. 106 +52.26, 4.55 LT.
S.S.M.H. #H2 -29, TYPE 1 -48 "0
STA. 106 +00.96, 7.90 LT.
1. 105+42.01. ROAD "B"
MIN
J' O
rn',m
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of
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0 N
m
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m
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p
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= 481.01, 8 "0
BY
DATE
APPR
A
Oa
as
N
NC
�0 0
00 �O
C
w
Q
z
W
490
J
=w
N N
a
PROJECT BOUNDARY
i H.P. ELEV = 502.70
STA. 19 +93.9 ELEV 140TH A - 7.37 INT'X STA. 105 +42.01, ROAD "B"
INT' - PVI STA 104 +20 - = STA. 705 +96.84, ROAD "E"
X STA. 100 +00.00, ROAD H.P. STA - 104 +8
- 5r
FINISHED GRADE = 483.15 PVI ELEV - 504.65 FINISHED GRADE ELEV 0 INT. = 502.20
D. 8.48
L.P. ELEV = 482.18 K = 30.06 1
L.P. STA = 100 +54.29 INT'X STA. 101 +52.00, ROAD "A" 255.00' VC
PVI - STA 100 +67:50 = STA. 900 +00.00, ROAD "D"
PVI ELEV = 481.80 FINISHED GRADE ELEV 0 INT. 487.28
A. D. = 8.48 ,� o
K = 5.89 0 INT'X STA. 103 +92.01, ROAD "A" a�
50.00' VC N n =STA. 300 +00.00, ROAD "C., 1+n
+. -co- FINISHED GRADE. ELEV. 0. INT.. __ 501.19
J PROPOSED GRADE
ORIGINAL GROUND w
m _ _
+ +
o a _
it
1
A S
-- -�,I _1.93% R
240 L.F.. 8 "0 PVC SDR -35 S.S. ®S- I.
137 L.F.,
8"0 ',PVC SDR -35 S.S.
S =1.OG
= OOU.rsi
IN = 491.10, 6 "0 49 L.F.,
OUT = 490.87, 8 "0 8 "0 PVC
SDR -35 S.S.
0 S =1.00%
S.S.M.H. #H2 -28. TYPE i -48"
RIM = 459.91
I.E. IN = 490.38, 8 "0
I.E. OUT = 490.28, 8 "0
M.H.
#228008 TYPE 1 -48" -
S.S.M.H.
H2 -11 TYPE 1 -48"
I
S.S.M.H.
H2 -12 TYPE 1-
RIM = q
MYLAR SUBMITTAL
'RIM = 486.5b
_ -
- - -- RIM = 5
0.93
I E. IN -
474.90, 8 "4
NO.
', I.E. LE. IN
6.37, 8'0
47 '
I.E. IN =
481.11, 8 "0
I.E. OUT
_ 474.80, 8'0
/19/13
I.E. OUT
- 476.27, 8'0.
I.E. OUT
= 481.01, 8 "0
I vvTVV I V I tVV
0
FIRST SUBMITTAL
I
1
SECOND SUBMITTAL
2
MYLAR SUBMITTAL
3
1ST REVISION
4
REVISED MYLAR SUBMITTAL
510
NO.
REVISION
I U/-tUU I U.3 +UU
ESM
09/18/12
O
su9va
ESM
1/25/13
O
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B
ESM
1/28/13
510
+
ESM
/10/13
I\
B
ESM
/19/13
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BY
DATE
APPR
A
N
IU4 +UU 105 +00 106 +00 107 +00
e
11'C/ r NOz�w OM NN 186)/1991 CITY OF A�
W RENTON
--.01E 1XLX� DATUM
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I. wr 911E IIlO, 9 9
seuc rtcoxaxxr
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530
520
O
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U7
510
+
to
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N
O
�w
N
500
fn
m
w
Q
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W
490
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Q
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480
LBEM
H.S.
NOTES
S.E
MAYwooO
N.S.
KEY MAP
NOT TO SCALE
N
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO VERIFY
LOCATION AND ELEVATION PRIOR TO
CONSTRUCTION.
L FOR TRENCH SECTION SHEET DT -01.
5. FOR SIDE SEWER CONNECTIONS SEE SIDE
SEWER CONNECTION DETAIL SHEET
SS -09. SEWER STUBS TO THE
PROPERTY LINE SHALL BE 6 -INCH 0 2%
SLOPE FROM MAIN TO RIGHT -OF -WAY
THEN UP TO SEWER STUB ELEVATION
UNLESS OTHERWISE NOTED.
I. MANHOLES LOCATED IN DRIVEWAY
APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SET A
MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISH GRADE, OR MUST HAVE
2'DIA. CONCRETE RING POURED AT
GRADE. WHERE MANHOLES LOCATED IN
PAVED AREAS, COVER MUST SLOPE IN
ALL DIRECTIONS TO MATCH PAVING.
470 5- 362121
460 CHECKED FOR COMPLIANCE TO CITY STANDA DS
g4-= ljl�A 20(3
I
HERITAGE PLAT
SANITARY SEWER EXTENSION PHASE 2
ROAD A & B PLAN AND PROFILE:
STA. 100+00.00 TO STA. 107 +50.00
rnauxs r9n
w N
Z L ♦L♦/���
U VJ
W Q
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a 0-
Z
W
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cr-
W
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cr-
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Q
Q
g
W
0
Q
W
SANITARY
SIDE
SEWERS
'CIO
W
O�N
Im
LOTS
MIN. FF
ELEV.
SEWER STUB
DEPTH 0 END
OF STUB
S.S.
ELEV.
0
MAIN
98 L.F.,
8 "0 PVC; SDR -35 S.S.
S =0.40%
DOWNSTREAM
S.S.M.H.
011
0�
13
498.60
492.60
&�.,
Oii^
489.08
O'0'
S.S.M.H.
O
O O C
n.m
Q
H2 -27
n'm
d.
14
497.90
491.90
m d'
1 'm
s
488.79
gym
<
S.S.M.H.
n o In
ElO
H2 -27
490
15
496.90
490.90
V
487.97
N
S.S.M.H.
I.E. IN 487 42 6 "0
I.E. IN = 487.29, 8 "m
I.E. OUT = 487.19, 8 "0
!
!�
H2 -27
0
16
496.60
490.60
487.42
O
S.S.M.H.
763216
IN = 486.6,3, 8'0
OUT = 486;.53, 8 "m
-- -- --_!._
', .,
RIM.M-
I.E. IN =', 486.14, 8'4 '
I.E. OUT = 486.04, 8; "m
H2 -27
17
496.80
490.80
487.21
S.S.M.H.
H2 -26
18
497.20
491.20
486.87
S.S.M.H.
H2 -26
19
499.20
493.20
486.47
S.S.M.H.
H2 -23
36
503.80
497.80
490.10
S.S.M.H.
H2 -23
37
504.70
498.70
496.27
S.S.M.H.
H2 -25
38
504.90
498.90
496.27
S.S.M.H.
#H2 -25
39
504.80
498.80
495.68
S.S.M.H.
#H2 -24
40
504.50
498.50
495.22
S.S.M.H.
#H2 -24
41
504.10
498.10
495.01
S.S.M.H.
#H2 -24
42
1 503.60
497.60
1
495.01
S.S.M.H.
#H2 -23
43
502.90
496.90
491.50
S.S.M.H.
#H2 -23
44
501.80
495.80
488.42
S.S.M.H.
#H2 -23
45
500.20
494.20
487.27
S.S.M.H.
#H2 -23
46
499.20
493.20
486.40
S.S.M.H.
#H2 -23
47
498.60
492.60
486.78
S.S.M.H.
#H2 -26
48
497.30
491.30
486.88
S.S.M.H.
#H2 -26
49
496.90
490.90
487.24
S.S.M.H.
#H2 -26
50
496.90
490.90
487.97
S.S.M.H.
#H2 -27
51
497.40
491.40
488.77
S.S.M.H.
#H2 -27
52
499.10
493.10
489.10
S.
S.M.
H.
#H2 -27
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC 13, TWP 23 N, RGE 5 E, WM, KING CO, WA
S.S.M.H. #H2 -27, TYPE 1 -48 "m S.S.M.H. #H2 -2Q TYPE 1 -48 "m S.S.M.H. �H2 -25, TYPE 1 -48 "m
STA. 109 +21.23, 5.00 LT. STA. 110 +60.39, 5.00 LT. 38 STA. 113 +10.59, 91.39' LT.
PAD
EL. 50 .90 SEE NOTE 4 THIS SHEET
iPAD - 269 L.F., 140 L.F. 20 37 Ox PAD
EL =497.60 8 "m S.S 8 "m S.S ''._ EL= 503.70 00
14 15 16 17 18 \'9�
PAD PAD
PAD EL =495.90 EL. =49 .60 PAD PAD _ 98 L.F., ROAD C f 86 L.F., -\ L�
m EL =496.90 ° EL.= 495.80 EL =496.20 36 L� 8 "0 S.S
h 8 "m s.s SEE SHEET SS -03EL so .eo / ® SF
1^ + + +°o + m 19 �r , 0+53 t
N 498 2
EL PAD 0 + PAD
D - - - -- -- `�
+ EL= 503.80
09+ ` ° \ I.
1 8 +00 �' 170 +00 �/ II 0'1'1
m_
/.
PAD
EL =503 50
rn _ - - - 8
1
L �- S.S M H. $H2 24, TYPE 1 4 "m
+ n - - __- __ ____��' ` OXO STA. 113 +21.50, 5.00 LT.
49 ° o + + o o PAD / t
52 51
50
AD EL. P95.90 4PAD ° 19 L.F.. EL. 503.10 j 1f•`
• PAD PAD EL. 495.90 - - -- EL.- 496.30 47 46 - !8 "m $.S 42
EL. 496.40 -- - PAD 45 44 43 PAD
498.10 EL= 4976.60 P� P� PAD PAD EL.= 5021.60
_ •_ EL. =49820 EL- 499.20
_- \ _ EL.= 500.80 EL =501.90 /
--
CL INT'X STA. 111 +53.71, ROAD "B" S.S.M.H. (#H2 -23, -TYPE 1 -48 "m
= QTA 1110 +OR 1R Rnnn "c" STA. 111 +58.71. 5.00 LT.
SUBACCESS ROAD B
co�N
i0
co N
O
Uo
'CIO
W
O�N
Im
',N
N
109 +13.29 _
mn
ELEV
= 494.78
98 L.F.,
8 "0 PVC; SDR -35 S.S.
S =0.40%
V W
011
0�
O� 0
m
SIN
m
&�.,
Oii^
O''er
O'0'
O
O
O O C
n.m
Q
` n,m
�
n'm
d.
. d.
1.
a
m d'
1 'm
s
narn
gym
<
'o
'.,O
n o In
530
520
470
460
I
L.P.
ELEV
= 495.78
L.P.
D
510
ch
STA: =
109 +13.29 _
mn
ELEV
= 494.78
98 L.F.,
8 "0 PVC; SDR -35 S.S.
S =0.40%
2
= 4.00
r
50.00 !I
''..
200.00' VC
om
w
500
w
I.E. ! IN = 49501, 6 "0
m
Co
D
x'
ElO
490
S.S.M.H. H 27 TYPE 1
RIM 495.69 -48'
_ - -__ _
V
N
Ln
I.E. IN 487 42 6 "0
I.E. IN = 487.29, 8 "m
I.E. OUT = 487.19, 8 "0
!
!�
!�
''..
0
0
480
TYPE 1 -418'
H.4,.95923 TYPE 1 -48"
O
RiLM_H.4
!, 1. E.1
LEJ,
470
460
I
L.P.
ELEV
= 495.78
L.P.
STA =
109 +13.29
'�'.. PVI
STA: =
109 +13.29 _
PVI
ELEV
= 494.78
98 L.F.,
8 "0 PVC; SDR -35 S.S.
S =0.40%
A.D.
= 4.00
K . -
50.00 !I
''..
200.00' VC
INT'X STA. 111+53.71, ROAD "B"
= STA. 309 +98.38, ROAD "C"
FINISHED GRADE ELEV 0 INT. = 499.59
8 "m PVC
269 L. F.,.,
��I SDR -35 S.S 0 S -1.11%
-
_-
-
8 „m pVG4S 9R % SS
0 S
S.S':M.H. H2 -24 TYPE 1 -4
86 L.F.,
8'0 PVC
SDR -35 S.S.
0 S =1.35%
140 L.
F'•
8 "m PVC SDR, -35 S.S.
0 S -0., 40%
98 L.F.,
8 "0 PVC; SDR -35 S.S.
S =0.40%
00
!
0
ORIGINAL GROUND
w
®rL
w
I.E. ! IN = 49501, 6 "0
m
INT'X STA. 111+53.71, ROAD "B"
= STA. 309 +98.38, ROAD "C"
FINISHED GRADE ELEV 0 INT. = 499.59
8 "m PVC
269 L. F.,.,
��I SDR -35 S.S 0 S -1.11%
-
_-
-
8 „m pVG4S 9R % SS
0 S
S.S':M.H. H2 -24 TYPE 1 -4
86 L.F.,
8'0 PVC
SDR -35 S.S.
0 S =1.35%
140 L.
F'•
8 "m PVC SDR, -35 S.S.
0 S -0., 40%
98 L.F.,
8 "0 PVC; SDR -35 S.S.
S =0.40%
!
RIM = 5 2.78
!,
I.E. ! IN = 49501, 6 "0
I.E. IN = 494.88 8 "0
I.E. OUT = 494 78, 8 "0
- - -
S.S.M.H. H 27 TYPE 1
RIM 495.69 -48'
_ - -__ _
S M H. H2 5 TYPE 1-48"1
RIM 5 4 04
I.E. IN 487 42 6 "0
I.E. IN = 487.29, 8 "m
I.E. OUT = 487.19, 8 "0
!
!�
!�
''..
I.E. IN = 496.27, CO
I. E. OUT = 496.04, 8 "0
TYPE 1 -418'
H.4,.95923 TYPE 1 -48"
RiLM_H.4
!, 1. E.1
LEJ,
763216
IN = 486.6,3, 8'0
OUT = 486;.53, 8 "m
-- -- --_!._
', .,
RIM.M-
I.E. IN =', 486.14, 8'4 '
I.E. OUT = 486.04, 8; "m
108 +00 109 +00 110 +00 111 +00 112 +00 113 +00
530
520
510
500
490
480
460
SCALE: 1"°50' HORQ.
1 " =10' VERT.
50 25 0 50
100
� 1Ij
SE 1
r-
i
IS >-
x.s. �-
SE
MAYWOOD
M.S.
KEY MAP
NOT TO SCALE
NOTES
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO VERIFY
LOCATION AND ELEVATION PRIOR TO
CONSTRUCTION.
2. FOR TRENCH SECTION SHEET DT -01.
3. FOR SIDE SEWER CONNECTIONS SEE SIDE
SEWER CONNECTION DETAIL SHEET
SS -09. SEWER STUBS TO THE
PROPERTY LINE SHALL BE 6 -INCH 0 2%
SLOPE FROM MAIN TO RIGHT -OF -WAY
THEN UP TO SEWER STUB ELEVATION
UNLESS OTHERWISE NOTED.
4. MANHOLES LOCATED IN DRIVEWAY
APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SET A
MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISH GRADE, OR MUST HAVE
2'DIA. CONCRETE RING POURED AT
GRADE. WHERE MANHOLES LOCATED IN
PAVED AREAS, COVER MUST SLOPE IN
ALL DIRECTIONS TO MATCH PAVING.
5- 362122
CHECKED FOR COMPLIANCE TO CITY STANDARDS
IL
®CONSULTING ENGINEERS LL. �� r'YCT �(n 0 FIRST SUBMITTAL ESM 09/18/12 sLRrtx[u: ssvtuN,,w lwe w>E
3A MhA""nUB$out^ �" 1 SECOND SUBMITTAL ESM 0,/25/,3 nmcxm: i��so' "�OX1�"�' "�' �' CITY OF HERITAGE PLAT 09/19/2DI;
WARNING: s .M5 Rfl BOL
I ®I ®Ic�l
Fatle2I Way. WA 98W3 z MYinR SUBMITTAL ESM o1/28113 SANITARY SEWER EXTENSION PHASE 2
www.esmcivil.com '° n-° 3 1ST REVISION ESM 9/,0/,3 REN TON v.¢
THE UTILITY LOCATIONS SHOWN ° ° ° ° " xL ROAD B PLAN AND PROFILE:
v bft W..N"° I v i...o � m.�t I ems. ope"'io-°�mt'_ C ST�� 4 REVISED MYLAR SUBMITTAL ESM /19/13 w[p¢u. ""
W ARE APPROXIMATE ONLY. DEPTH s� A� �E Planning /Building /Public works Dept. STA. 107 +50.00 TO STA. 113 +21.50 SS -02
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1352- 006 -007 oN L v103 NO. REVISION BY DATE APPR � `^ "
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S.S.M.H. #H2 -14, TYPE 1 -48 "m A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC 13, TWP 23 N, RGE 5 E, WM, KING CO, WA
STA. 302 +66.18, 8.75' LT.
PAD PAD S.S.M.H. #H2 -18, TYPE 1 -48 "0 %
4 EL.= 495.10 TRACT TRACT EL.= a�96.ao STA. 306 +60.04, 86.14 LT. ;��
13, TYPE 1 -48 "0 PAD O o / / D C L� / / / / ?� / .SEE NOTE 4 THIS SHEET O / PAD
0, 9.94 LT. EL.= 495.60 p N / I `- IJ EL.- 496.10
x0 \ TORM DRAINAGE / o - 311
x6 / EL.= 494.90
3 _
Fy \
\ i
\ 1
104 L. s'
32 `
- F
i '
o/ 0 3
\
EL.= 496.30 '
'� ' - x° -
- -
_ \
/. rn ,
S.S.M.H. #H2 -20, TYPE 1 -48 "0
h° °
°� -- - ��`•. 1
117 L.F., z
cn
,,. EL. =4 5.40 S
% S
STA. 307 +50.93, 8.24 LT.
2
"0 S
r10 3
3AD
219 L.F., - EL.=98.607x2, O
-. 6
O+8 "
- 304 +0 305 +00 3
306 r
\ E
EL= 495.90 S
S.S.M.H. #H2 -21 TYPE
�7 X n h Q r + +
EL. 48 .00 2�8 O p y0, O O O 2 78 LF., O %,
Q"�GJ EL.= 4965.20 27 ?� 24 P� PAD 8 0 S.S Ox '
PAD PAD EL =494.90 _ .
EL.= 497.40 EL= 95.90 1 21 \L
8 EL.= 496.80 PAD EL =496.60 75 L. F.,J PAD `
PAD EL= 497.30 8 "0 S.S EL =495.10��
' EL.= 499.00 70 L.F., \
C 3
8 "4 S.S
yo0 20
PAD EL --49 .60 pkg9
S.S.M.H. #H2 -12 P(7 EL.= 499.90
SEE SHEET SS -01 78 L.F.,
S.S.M.H. #H2 -15, TYPE 1 -48 "w 8 "0 S.S
�.� STA. 303 +29.66, 7.00 LT. 19 111
S.S.M.H. #H2 -16, TYPE 1 -48 "0 S.S.M.H. #H2 -17 TYPE 1 -48 "6 103 L.F.
STA. 304 +52.97, 5.00 LT. STA. 306 +03.38, 5.00 LT. 8 "0 S.S
INT'X STA. 300 +00.00 ROAD "C"
= STA. 103 +92.01, ROAD "A" c i
S.S.M.H. #H2 -19, TYPE 1 -48 "0 VI
STA. 306 +76.10, 10.00 LT.
m
W
MINOR ACCESS ROAD C o� - -
w
w
to
35
PAD
EL.= 497.50
S.S.M.H. Ill TYPE 1 -48 "0
STA. 308 +92.66, 10.00 LT.
36
Jlr
w
S.S.M.H. #H2 -23
SEE SHEET SS -02
= STA. 111 +53.71, ROAD
r� m W N a1 r co In �'W ��� ��,w m�'W ��n , -''n SIN � � J N ;� r a ^ 0 ,,.0 0, 10 N'm o < o�'a1 1 10
m r O r' W '"1'.I� O;10 o1.,ti o',,� chi N J'.� r1'.,r ��.^ � �,� N r7 '^� In c ,n N ro ^ W � � �,
O (7 O t7 01.a1 �La) oJ,.a1 m,.� C': �'O) 6i'G, �.0) Or 01 W m 6 W a` 6 m O m O.� CJ O
L� �- In `• II) �- d. ao a',a v ,d. ad. a via -ale �.,. y. v a c' c a o a r d. �. ,n a ,n',. d. ,r1., ,n
INT'X STA. 300 +00.00, ROAD "C'
= STA. 103 +92.01, ROAD "A"
FINISHED GRADE ELEV ® INT. - 501.19
530 PVI STA = 300 +78.92
PVI ELEV = 499.61
A.D. _ -1.00
K = 49.86
520 50.00' VC
m N cq
r
510 I°7 o m +
_.... > W
w n
m U
GO
500 _ - 10 )7
L.P. ELEV - 495.07
L.P. STA'.= 302 +75.03
PVI STA -= 302 +601
PVI ELEV = 494.17 1
A.D. = 5.00 I
K = 29.98
150.00' VC
+
a o
M
J U
W w
PROPOSED GRADE
®(L
H.P. ELEV = 497.56 ".
H.P. S'(! 304 +66.79
PVI ELEV 498.3 79.
._
PVI ST 304 +66
i 1
j, A.D. _ -4.00 1
S = 37.50
50.00' VC
r 111 _
ca + Ip + '6 +
J U W U W
W m m m
INT'X STA. 309 +98.38, ROAD "C"
= STA. 111+53.71, ROAD "B"
L.P. ELEV = 495.09 FINISHED GRADE ELEV ® INT. = 499.59
PVI ELEV - 306 +70.:
L.P. S5 4.45
30
PVI STA 306 +60
K =42.86
''. 150.00' VC . 00
0 M
+ o
o d
N N ORIGINAL GROUND---, n II
rn + N
104 L.F
8 "0 PVC ., `� >
w a s
S R 35 S.S. -
CI S =_4.64%
SCALE: 1"=50' HORIZ.
1 ° =10• VERT.
50 25 0 50 100
530
520
510
e1I,
5- 362123
-1N
490 �- 490
1 _
150 L.F.,
L.F.
219 L.F., 8 "0 PVC SDR -35 S.S. ® 5 =0.40% I - 78 L.F., 70 L.F., " L. 103
g 0 - 75 L.F., 8 "4 PVC SDR -35 S.S.
480 _ 66 L F., 117 L.F., ®S 0.40% 8 "4 PVC 8 "0 PVC 8 "4 PVC 8"0 PVC ® S =0.40%
SDR -35 S.S. S.S.M.H. 1H2 -23, TYPE
RIMM -H4 5.371 8 "0 PVC 8'0 PVC SDR -35 S.S. - - - -- - - SDR -35 S:S. SDR- 35 -S.S. - ._SDR- 30._S.S. ® -5 =0:40% RIM = 4 8.59
S.S.M.H. H2 -17 TYPE 1 -48' ® S -0.40%
�8„ SDR -35 S.S. ®5 =0.40% _ ®5 =0.40% ®5 =0.40%
RIM = 4 5.52 ° I.E. IN - 486.14, 8 "0
3 TYPE 1 -4
O 5= 0.40% I.E. OUT = 485.04, 8 "0
I.E. IN = 482.2,1, 6 "0 52 L.F., S.M.H. H2 -15 TYPE 1 -48' I.E. IN = 484.03, 8'4
470 I.E. OUT 4 2.08, , 0 gp RIE O 4 5.43 I.E. OUT = 483.93, 8 "0 S.S.M.H. H2 -22 TYPE 1 -48"
8 , 8 8'0 PVC - 482.76, 8 "0 RIM = 497.73
R -35 S.S. I.E. IN - S.S.M.H. H2VEI TYPE 1 -48"
6, 8 "m I.E. IN = 485.63, 8 °0 470
.
- ''. ®i 5 =0.42% - RIM IN = 489 - -- - - _ - - S.S.M.H. H2 -20 TYPE 1 -48' S.S.M.H. H2 -21 TYPE i
I.E. IN = 489.09, 6 "0 E. OUT 485.53, 8 "0
I.E. OUT = 488.86, 8 "0 48"
S.S.M.H. H2 -12 TYPE 1 -48" S.S.M.H. H2 -14 TYPE 1 -48" S.S.M: H. H2 -16 TYPE 1 -48 S. S. M.H. H2 -19 TYPE 1 -48" RIM = 4 5.64 RIM = 496.65
RIM - 5 0.93 RIM - 4 4.91 RIM 497.43 RIM = 4 4.89 I.E. IN = 484.97, 6 "4 I.E. IN = 485.35, 6 "6
I.E. IN = 481.11. 8"4 I.E. IN = 482.40, 8 "0 I.E. IN = 483.33, 8'4 I.E. IN = 484 .43, 8 "0 I.E. IN = 484.84, 8 "0 I.E. IN = 485.22, 8 "0
I.E. OUT = 481.01 8 "0 I.E. OUT = 482.30 8'0 I.E. OUT = 483.23 8 "0 I.E. OUT = 484.33 8 "0 LE IT = 484.74, 8 "0 I.E. OUT = 48 5.12 8 "0
300 +00 301 +00 302 +00 303 +00 304 +00 305 +00 306 +00 307 +00 308 +00 309 +00 310 +00
Kra
CONGO LTING ENGINEERS LLC � � /'yCj' 0 FIRST SUBMITTAL ESM 09/18/12 �"R"1E°` s wxnrx x�m tam
auod em A�enMe GaMIM CITY 0 F
WARNING: Gina 20E ® 101rr I SECOND SUBMIT AL ESM 01/25/13 1 �� CI
Federal Way. WA 88M3 Rawl 2 MYLAR SUBMITTAL ESM 1/28/13 eta ra REN TON
www.esmcivil.com . E�,� 3 1ST REVISION ESM 09/10/17
THE UTILITY LOCATIONS SHOWN °"M"
cMl En°In°°n„° I vrvj= i "Ma,2eq m, °< ��ee ...�lx°ann °d ",. C /51 -� 4 REVISED MYLAR SUBMITTAL ESM 9/19/17 a �L �"E DATUM
ARE APPROXIMATE ONLY. DEPTH ` "' "` w °*°I Plan nin Buildin Public Works Dept.
AM UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1352- 006 -007 S70xAL NO3 No. REVISION BY DATE APPR � � 9/ 9/
�l
-m-m
M7
I I j .
WYw00D
M.S.
KEY MAP
NOT TO SCALE
NOTES:
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO VERIFY
LOCATION AND ELEVATION PRIOR TO
CONSTRUCTION.
2. FOR TRENCH SECTION SHEET DT -01.
3. FOR SIDE SEWER CONNECTIONS SEE SIDE
SEWER CONNECTION DETAIL SHEET
SS -09. SEWER STUBS TO THE
PROPERTY LINE SHALL BE 6 -INCH ® 2%
SLOPE FROM MAIN TO RIGHT -OF -WAY
THEN UP TO SEWER STUB ELEVATION
UNLESS OTHERWISE NOTED.
4. MANHOLES LOCATED IN DRIVEWAY
APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SET A
MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISH GRADE, OR MUST HAVE
2'DIA. CONCRETE RING POURED AT
GRADE. WHERE MANHOLES LOCATED IN
PAVED AREAS, COVER MUST SLOPE IN
ALL DIRECTIONS TO MATCH PAVING.
SANITARY SIDE SEWERS
SEWER STUB
MIN. FF DEPTH ® END ELEV. ® DOWNSTREAM
LOTS ELEV. OF STUB S.S. MAIN S.S.M.H.
1 500.50 494.50 481.37 S.S.M.H. H2 -12
2 499.60 493.60 481.68 S.S.M.H. H2 -12
3 497.30 491.30 481.79 S.S.M.H. H2 -12
4 496.60 490.60 482.21 S.S.M.H. H2 -13
5 496.10 490.10 482.20 S.S.M.H. H2 -13
6 1 497.00 491.00 1 482.22 S.S.M.H. H2 -12
7 498.00 492.00 481.78 S.S.M.H. H2 -12
8 500.00 494.00 481.65 S.S.M.H. H2 -12
9 500.90 494.90 481.34 S.S.M.H. H2 -12
20 498.60 492.60 485.46 S.S.M.H. #H2 -21
21 496.10 490.10 485.35 S.S.M.H. #H2 -20
22 495.90 489.90 484.21 S.S.M.H. #112 -17
23 496.90 490.90 483.99 S. S.M.H. #112 -16
24 497.60 491.60 483.70 S.S.M.H. #H2 -16
25 498.40 492.40 483.60 S.S.M.H. #H2 -16
26 498.30 492.30 483.26 S.S.M.H. #H2 -15
27 497.80 491.80 483.15 S.S.M.H. #H2-15
28 497.20 491.20 483.00 S.S.M.H. #H2-15
29 497.10 491.10 489.09 S.S.M.H. #H2 -17
0 497.40 491.40 488.94 S.S.M.H. #H2 -18
31 495.90 489.90 484.38 S.S.M.H. #H2 -17
32 496.40 490.40 484.65 S.S.M.H. #H2 -19
33 496.90 490.90 485.10 S.S.M.H. #H2 -20
34 498.10 492.10 485.35 S.S.M.H. #H2 -21
35 498.50 492.50 485.71 S.S.M.H. #H2 -21
CHECKED FOR COMPLIANCE TO CITY STANDARDS AR
HERITAGE PLAT DA 09/19/201;
SANITARY SEWER EXTENSION PHASE 2
ROAD C PLAN AND PROFILE: °
STA. 300 +00.00 TO STA. 309 +98.38 SS -03
7 X15
35
PAD
EL.= 497.50
S.S.M.H. Ill TYPE 1 -48 "0
STA. 308 +92.66, 10.00 LT.
36
Jlr
w
S.S.M.H. #H2 -23
SEE SHEET SS -02
= STA. 111 +53.71, ROAD
r� m W N a1 r co In �'W ��� ��,w m�'W ��n , -''n SIN � � J N ;� r a ^ 0 ,,.0 0, 10 N'm o < o�'a1 1 10
m r O r' W '"1'.I� O;10 o1.,ti o',,� chi N J'.� r1'.,r ��.^ � �,� N r7 '^� In c ,n N ro ^ W � � �,
O (7 O t7 01.a1 �La) oJ,.a1 m,.� C': �'O) 6i'G, �.0) Or 01 W m 6 W a` 6 m O m O.� CJ O
L� �- In `• II) �- d. ao a',a v ,d. ad. a via -ale �.,. y. v a c' c a o a r d. �. ,n a ,n',. d. ,r1., ,n
INT'X STA. 300 +00.00, ROAD "C'
= STA. 103 +92.01, ROAD "A"
FINISHED GRADE ELEV ® INT. - 501.19
530 PVI STA = 300 +78.92
PVI ELEV = 499.61
A.D. _ -1.00
K = 49.86
520 50.00' VC
m N cq
r
510 I°7 o m +
_.... > W
w n
m U
GO
500 _ - 10 )7
L.P. ELEV - 495.07
L.P. STA'.= 302 +75.03
PVI STA -= 302 +601
PVI ELEV = 494.17 1
A.D. = 5.00 I
K = 29.98
150.00' VC
+
a o
M
J U
W w
PROPOSED GRADE
®(L
H.P. ELEV = 497.56 ".
H.P. S'(! 304 +66.79
PVI ELEV 498.3 79.
._
PVI ST 304 +66
i 1
j, A.D. _ -4.00 1
S = 37.50
50.00' VC
r 111 _
ca + Ip + '6 +
J U W U W
W m m m
INT'X STA. 309 +98.38, ROAD "C"
= STA. 111+53.71, ROAD "B"
L.P. ELEV = 495.09 FINISHED GRADE ELEV ® INT. = 499.59
PVI ELEV - 306 +70.:
L.P. S5 4.45
30
PVI STA 306 +60
K =42.86
''. 150.00' VC . 00
0 M
+ o
o d
N N ORIGINAL GROUND---, n II
rn + N
104 L.F
8 "0 PVC ., `� >
w a s
S R 35 S.S. -
CI S =_4.64%
SCALE: 1"=50' HORIZ.
1 ° =10• VERT.
50 25 0 50 100
530
520
510
e1I,
5- 362123
-1N
490 �- 490
1 _
150 L.F.,
L.F.
219 L.F., 8 "0 PVC SDR -35 S.S. ® 5 =0.40% I - 78 L.F., 70 L.F., " L. 103
g 0 - 75 L.F., 8 "4 PVC SDR -35 S.S.
480 _ 66 L F., 117 L.F., ®S 0.40% 8 "4 PVC 8 "0 PVC 8 "4 PVC 8"0 PVC ® S =0.40%
SDR -35 S.S. S.S.M.H. 1H2 -23, TYPE
RIMM -H4 5.371 8 "0 PVC 8'0 PVC SDR -35 S.S. - - - -- - - SDR -35 S:S. SDR- 35 -S.S. - ._SDR- 30._S.S. ® -5 =0:40% RIM = 4 8.59
S.S.M.H. H2 -17 TYPE 1 -48' ® S -0.40%
�8„ SDR -35 S.S. ®5 =0.40% _ ®5 =0.40% ®5 =0.40%
RIM = 4 5.52 ° I.E. IN - 486.14, 8 "0
3 TYPE 1 -4
O 5= 0.40% I.E. OUT = 485.04, 8 "0
I.E. IN = 482.2,1, 6 "0 52 L.F., S.M.H. H2 -15 TYPE 1 -48' I.E. IN = 484.03, 8'4
470 I.E. OUT 4 2.08, , 0 gp RIE O 4 5.43 I.E. OUT = 483.93, 8 "0 S.S.M.H. H2 -22 TYPE 1 -48"
8 , 8 8'0 PVC - 482.76, 8 "0 RIM = 497.73
R -35 S.S. I.E. IN - S.S.M.H. H2VEI TYPE 1 -48"
6, 8 "m I.E. IN = 485.63, 8 °0 470
.
- ''. ®i 5 =0.42% - RIM IN = 489 - -- - - _ - - S.S.M.H. H2 -20 TYPE 1 -48' S.S.M.H. H2 -21 TYPE i
I.E. IN = 489.09, 6 "0 E. OUT 485.53, 8 "0
I.E. OUT = 488.86, 8 "0 48"
S.S.M.H. H2 -12 TYPE 1 -48" S.S.M.H. H2 -14 TYPE 1 -48" S.S.M: H. H2 -16 TYPE 1 -48 S. S. M.H. H2 -19 TYPE 1 -48" RIM = 4 5.64 RIM = 496.65
RIM - 5 0.93 RIM - 4 4.91 RIM 497.43 RIM = 4 4.89 I.E. IN = 484.97, 6 "4 I.E. IN = 485.35, 6 "6
I.E. IN = 481.11. 8"4 I.E. IN = 482.40, 8 "0 I.E. IN = 483.33, 8'4 I.E. IN = 484 .43, 8 "0 I.E. IN = 484.84, 8 "0 I.E. IN = 485.22, 8 "0
I.E. OUT = 481.01 8 "0 I.E. OUT = 482.30 8'0 I.E. OUT = 483.23 8 "0 I.E. OUT = 484.33 8 "0 LE IT = 484.74, 8 "0 I.E. OUT = 48 5.12 8 "0
300 +00 301 +00 302 +00 303 +00 304 +00 305 +00 306 +00 307 +00 308 +00 309 +00 310 +00
Kra
CONGO LTING ENGINEERS LLC � � /'yCj' 0 FIRST SUBMITTAL ESM 09/18/12 �"R"1E°` s wxnrx x�m tam
auod em A�enMe GaMIM CITY 0 F
WARNING: Gina 20E ® 101rr I SECOND SUBMIT AL ESM 01/25/13 1 �� CI
Federal Way. WA 88M3 Rawl 2 MYLAR SUBMITTAL ESM 1/28/13 eta ra REN TON
www.esmcivil.com . E�,� 3 1ST REVISION ESM 09/10/17
THE UTILITY LOCATIONS SHOWN °"M"
cMl En°In°°n„° I vrvj= i "Ma,2eq m, °< ��ee ...�lx°ann °d ",. C /51 -� 4 REVISED MYLAR SUBMITTAL ESM 9/19/17 a �L �"E DATUM
ARE APPROXIMATE ONLY. DEPTH ` "' "` w °*°I Plan nin Buildin Public Works Dept.
AM UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1352- 006 -007 S70xAL NO3 No. REVISION BY DATE APPR � � 9/ 9/
�l
-m-m
M7
I I j .
WYw00D
M.S.
KEY MAP
NOT TO SCALE
NOTES:
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO VERIFY
LOCATION AND ELEVATION PRIOR TO
CONSTRUCTION.
2. FOR TRENCH SECTION SHEET DT -01.
3. FOR SIDE SEWER CONNECTIONS SEE SIDE
SEWER CONNECTION DETAIL SHEET
SS -09. SEWER STUBS TO THE
PROPERTY LINE SHALL BE 6 -INCH ® 2%
SLOPE FROM MAIN TO RIGHT -OF -WAY
THEN UP TO SEWER STUB ELEVATION
UNLESS OTHERWISE NOTED.
4. MANHOLES LOCATED IN DRIVEWAY
APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SET A
MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISH GRADE, OR MUST HAVE
2'DIA. CONCRETE RING POURED AT
GRADE. WHERE MANHOLES LOCATED IN
PAVED AREAS, COVER MUST SLOPE IN
ALL DIRECTIONS TO MATCH PAVING.
SANITARY SIDE SEWERS
SEWER STUB
MIN. FF DEPTH ® END ELEV. ® DOWNSTREAM
LOTS ELEV. OF STUB S.S. MAIN S.S.M.H.
1 500.50 494.50 481.37 S.S.M.H. H2 -12
2 499.60 493.60 481.68 S.S.M.H. H2 -12
3 497.30 491.30 481.79 S.S.M.H. H2 -12
4 496.60 490.60 482.21 S.S.M.H. H2 -13
5 496.10 490.10 482.20 S.S.M.H. H2 -13
6 1 497.00 491.00 1 482.22 S.S.M.H. H2 -12
7 498.00 492.00 481.78 S.S.M.H. H2 -12
8 500.00 494.00 481.65 S.S.M.H. H2 -12
9 500.90 494.90 481.34 S.S.M.H. H2 -12
20 498.60 492.60 485.46 S.S.M.H. #H2 -21
21 496.10 490.10 485.35 S.S.M.H. #H2 -20
22 495.90 489.90 484.21 S.S.M.H. #112 -17
23 496.90 490.90 483.99 S. S.M.H. #112 -16
24 497.60 491.60 483.70 S.S.M.H. #H2 -16
25 498.40 492.40 483.60 S.S.M.H. #H2 -16
26 498.30 492.30 483.26 S.S.M.H. #H2 -15
27 497.80 491.80 483.15 S.S.M.H. #H2-15
28 497.20 491.20 483.00 S.S.M.H. #H2-15
29 497.10 491.10 489.09 S.S.M.H. #H2 -17
0 497.40 491.40 488.94 S.S.M.H. #H2 -18
31 495.90 489.90 484.38 S.S.M.H. #H2 -17
32 496.40 490.40 484.65 S.S.M.H. #H2 -19
33 496.90 490.90 485.10 S.S.M.H. #H2 -20
34 498.10 492.10 485.35 S.S.M.H. #H2 -21
35 498.50 492.50 485.71 S.S.M.H. #H2 -21
CHECKED FOR COMPLIANCE TO CITY STANDARDS AR
HERITAGE PLAT DA 09/19/201;
SANITARY SEWER EXTENSION PHASE 2
ROAD C PLAN AND PROFILE: °
STA. 300 +00.00 TO STA. 309 +98.38 SS -03
7 X15
L.P. ELEV - 495.07
L.P. STA'.= 302 +75.03
PVI STA -= 302 +601
PVI ELEV = 494.17 1
A.D. = 5.00 I
K = 29.98
150.00' VC
+
a o
M
J U
W w
PROPOSED GRADE
®(L
H.P. ELEV = 497.56 ".
H.P. S'(! 304 +66.79
PVI ELEV 498.3 79.
._
PVI ST 304 +66
i 1
j, A.D. _ -4.00 1
S = 37.50
50.00' VC
r 111 _
ca + Ip + '6 +
J U W U W
W m m m
INT'X STA. 309 +98.38, ROAD "C"
= STA. 111+53.71, ROAD "B"
L.P. ELEV = 495.09 FINISHED GRADE ELEV ® INT. = 499.59
PVI ELEV - 306 +70.:
L.P. S5 4.45
30
PVI STA 306 +60
K =42.86
''. 150.00' VC . 00
0 M
+ o
o d
N N ORIGINAL GROUND---, n II
rn + N
104 L.F
8 "0 PVC ., `� >
w a s
S R 35 S.S. -
CI S =_4.64%
SCALE: 1"=50' HORIZ.
1 ° =10• VERT.
50 25 0 50 100
530
520
510
e1I,
5- 362123
-1N
490 �- 490
1 _
150 L.F.,
L.F.
219 L.F., 8 "0 PVC SDR -35 S.S. ® 5 =0.40% I - 78 L.F., 70 L.F., " L. 103
g 0 - 75 L.F., 8 "4 PVC SDR -35 S.S.
480 _ 66 L F., 117 L.F., ®S 0.40% 8 "4 PVC 8 "0 PVC 8 "4 PVC 8"0 PVC ® S =0.40%
SDR -35 S.S. S.S.M.H. 1H2 -23, TYPE
RIMM -H4 5.371 8 "0 PVC 8'0 PVC SDR -35 S.S. - - - -- - - SDR -35 S:S. SDR- 35 -S.S. - ._SDR- 30._S.S. ® -5 =0:40% RIM = 4 8.59
S.S.M.H. H2 -17 TYPE 1 -48' ® S -0.40%
�8„ SDR -35 S.S. ®5 =0.40% _ ®5 =0.40% ®5 =0.40%
RIM = 4 5.52 ° I.E. IN - 486.14, 8 "0
3 TYPE 1 -4
O 5= 0.40% I.E. OUT = 485.04, 8 "0
I.E. IN = 482.2,1, 6 "0 52 L.F., S.M.H. H2 -15 TYPE 1 -48' I.E. IN = 484.03, 8'4
470 I.E. OUT 4 2.08, , 0 gp RIE O 4 5.43 I.E. OUT = 483.93, 8 "0 S.S.M.H. H2 -22 TYPE 1 -48"
8 , 8 8'0 PVC - 482.76, 8 "0 RIM = 497.73
R -35 S.S. I.E. IN - S.S.M.H. H2VEI TYPE 1 -48"
6, 8 "m I.E. IN = 485.63, 8 °0 470
.
- ''. ®i 5 =0.42% - RIM IN = 489 - -- - - _ - - S.S.M.H. H2 -20 TYPE 1 -48' S.S.M.H. H2 -21 TYPE i
I.E. IN = 489.09, 6 "0 E. OUT 485.53, 8 "0
I.E. OUT = 488.86, 8 "0 48"
S.S.M.H. H2 -12 TYPE 1 -48" S.S.M.H. H2 -14 TYPE 1 -48" S.S.M: H. H2 -16 TYPE 1 -48 S. S. M.H. H2 -19 TYPE 1 -48" RIM = 4 5.64 RIM = 496.65
RIM - 5 0.93 RIM - 4 4.91 RIM 497.43 RIM = 4 4.89 I.E. IN = 484.97, 6 "4 I.E. IN = 485.35, 6 "6
I.E. IN = 481.11. 8"4 I.E. IN = 482.40, 8 "0 I.E. IN = 483.33, 8'4 I.E. IN = 484 .43, 8 "0 I.E. IN = 484.84, 8 "0 I.E. IN = 485.22, 8 "0
I.E. OUT = 481.01 8 "0 I.E. OUT = 482.30 8'0 I.E. OUT = 483.23 8 "0 I.E. OUT = 484.33 8 "0 LE IT = 484.74, 8 "0 I.E. OUT = 48 5.12 8 "0
300 +00 301 +00 302 +00 303 +00 304 +00 305 +00 306 +00 307 +00 308 +00 309 +00 310 +00
Kra
CONGO LTING ENGINEERS LLC � � /'yCj' 0 FIRST SUBMITTAL ESM 09/18/12 �"R"1E°` s wxnrx x�m tam
auod em A�enMe GaMIM CITY 0 F
WARNING: Gina 20E ® 101rr I SECOND SUBMIT AL ESM 01/25/13 1 �� CI
Federal Way. WA 88M3 Rawl 2 MYLAR SUBMITTAL ESM 1/28/13 eta ra REN TON
www.esmcivil.com . E�,� 3 1ST REVISION ESM 09/10/17
THE UTILITY LOCATIONS SHOWN °"M"
cMl En°In°°n„° I vrvj= i "Ma,2eq m, °< ��ee ...�lx°ann °d ",. C /51 -� 4 REVISED MYLAR SUBMITTAL ESM 9/19/17 a �L �"E DATUM
ARE APPROXIMATE ONLY. DEPTH ` "' "` w °*°I Plan nin Buildin Public Works Dept.
AM UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1352- 006 -007 S70xAL NO3 No. REVISION BY DATE APPR � � 9/ 9/
�l
-m-m
M7
I I j .
WYw00D
M.S.
KEY MAP
NOT TO SCALE
NOTES:
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO VERIFY
LOCATION AND ELEVATION PRIOR TO
CONSTRUCTION.
2. FOR TRENCH SECTION SHEET DT -01.
3. FOR SIDE SEWER CONNECTIONS SEE SIDE
SEWER CONNECTION DETAIL SHEET
SS -09. SEWER STUBS TO THE
PROPERTY LINE SHALL BE 6 -INCH ® 2%
SLOPE FROM MAIN TO RIGHT -OF -WAY
THEN UP TO SEWER STUB ELEVATION
UNLESS OTHERWISE NOTED.
4. MANHOLES LOCATED IN DRIVEWAY
APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SET A
MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISH GRADE, OR MUST HAVE
2'DIA. CONCRETE RING POURED AT
GRADE. WHERE MANHOLES LOCATED IN
PAVED AREAS, COVER MUST SLOPE IN
ALL DIRECTIONS TO MATCH PAVING.
SANITARY SIDE SEWERS
SEWER STUB
MIN. FF DEPTH ® END ELEV. ® DOWNSTREAM
LOTS ELEV. OF STUB S.S. MAIN S.S.M.H.
1 500.50 494.50 481.37 S.S.M.H. H2 -12
2 499.60 493.60 481.68 S.S.M.H. H2 -12
3 497.30 491.30 481.79 S.S.M.H. H2 -12
4 496.60 490.60 482.21 S.S.M.H. H2 -13
5 496.10 490.10 482.20 S.S.M.H. H2 -13
6 1 497.00 491.00 1 482.22 S.S.M.H. H2 -12
7 498.00 492.00 481.78 S.S.M.H. H2 -12
8 500.00 494.00 481.65 S.S.M.H. H2 -12
9 500.90 494.90 481.34 S.S.M.H. H2 -12
20 498.60 492.60 485.46 S.S.M.H. #H2 -21
21 496.10 490.10 485.35 S.S.M.H. #H2 -20
22 495.90 489.90 484.21 S.S.M.H. #112 -17
23 496.90 490.90 483.99 S. S.M.H. #112 -16
24 497.60 491.60 483.70 S.S.M.H. #H2 -16
25 498.40 492.40 483.60 S.S.M.H. #H2 -16
26 498.30 492.30 483.26 S.S.M.H. #H2 -15
27 497.80 491.80 483.15 S.S.M.H. #H2-15
28 497.20 491.20 483.00 S.S.M.H. #H2-15
29 497.10 491.10 489.09 S.S.M.H. #H2 -17
0 497.40 491.40 488.94 S.S.M.H. #H2 -18
31 495.90 489.90 484.38 S.S.M.H. #H2 -17
32 496.40 490.40 484.65 S.S.M.H. #H2 -19
33 496.90 490.90 485.10 S.S.M.H. #H2 -20
34 498.10 492.10 485.35 S.S.M.H. #H2 -21
35 498.50 492.50 485.71 S.S.M.H. #H2 -21
CHECKED FOR COMPLIANCE TO CITY STANDARDS AR
HERITAGE PLAT DA 09/19/201;
SANITARY SEWER EXTENSION PHASE 2
ROAD C PLAN AND PROFILE: °
STA. 300 +00.00 TO STA. 309 +98.38 SS -03
7 X15
+
a o
M
J U
W w
PROPOSED GRADE
®(L
H.P. ELEV = 497.56 ".
H.P. S'(! 304 +66.79
PVI ELEV 498.3 79.
._
PVI ST 304 +66
i 1
j, A.D. _ -4.00 1
S = 37.50
50.00' VC
r 111 _
ca + Ip + '6 +
J U W U W
W m m m
INT'X STA. 309 +98.38, ROAD "C"
= STA. 111+53.71, ROAD "B"
L.P. ELEV = 495.09 FINISHED GRADE ELEV ® INT. = 499.59
PVI ELEV - 306 +70.:
L.P. S5 4.45
30
PVI STA 306 +60
K =42.86
''. 150.00' VC . 00
0 M
+ o
o d
N N ORIGINAL GROUND---, n II
rn + N
104 L.F
8 "0 PVC ., `� >
w a s
S R 35 S.S. -
CI S =_4.64%
SCALE: 1"=50' HORIZ.
1 ° =10• VERT.
50 25 0 50 100
530
520
510
e1I,
5- 362123
-1N
490 �- 490
1 _
150 L.F.,
L.F.
219 L.F., 8 "0 PVC SDR -35 S.S. ® 5 =0.40% I - 78 L.F., 70 L.F., " L. 103
g 0 - 75 L.F., 8 "4 PVC SDR -35 S.S.
480 _ 66 L F., 117 L.F., ®S 0.40% 8 "4 PVC 8 "0 PVC 8 "4 PVC 8"0 PVC ® S =0.40%
SDR -35 S.S. S.S.M.H. 1H2 -23, TYPE
RIMM -H4 5.371 8 "0 PVC 8'0 PVC SDR -35 S.S. - - - -- - - SDR -35 S:S. SDR- 35 -S.S. - ._SDR- 30._S.S. ® -5 =0:40% RIM = 4 8.59
S.S.M.H. H2 -17 TYPE 1 -48' ® S -0.40%
�8„ SDR -35 S.S. ®5 =0.40% _ ®5 =0.40% ®5 =0.40%
RIM = 4 5.52 ° I.E. IN - 486.14, 8 "0
3 TYPE 1 -4
O 5= 0.40% I.E. OUT = 485.04, 8 "0
I.E. IN = 482.2,1, 6 "0 52 L.F., S.M.H. H2 -15 TYPE 1 -48' I.E. IN = 484.03, 8'4
470 I.E. OUT 4 2.08, , 0 gp RIE O 4 5.43 I.E. OUT = 483.93, 8 "0 S.S.M.H. H2 -22 TYPE 1 -48"
8 , 8 8'0 PVC - 482.76, 8 "0 RIM = 497.73
R -35 S.S. I.E. IN - S.S.M.H. H2VEI TYPE 1 -48"
6, 8 "m I.E. IN = 485.63, 8 °0 470
.
- ''. ®i 5 =0.42% - RIM IN = 489 - -- - - _ - - S.S.M.H. H2 -20 TYPE 1 -48' S.S.M.H. H2 -21 TYPE i
I.E. IN = 489.09, 6 "0 E. OUT 485.53, 8 "0
I.E. OUT = 488.86, 8 "0 48"
S.S.M.H. H2 -12 TYPE 1 -48" S.S.M.H. H2 -14 TYPE 1 -48" S.S.M: H. H2 -16 TYPE 1 -48 S. S. M.H. H2 -19 TYPE 1 -48" RIM = 4 5.64 RIM = 496.65
RIM - 5 0.93 RIM - 4 4.91 RIM 497.43 RIM = 4 4.89 I.E. IN = 484.97, 6 "4 I.E. IN = 485.35, 6 "6
I.E. IN = 481.11. 8"4 I.E. IN = 482.40, 8 "0 I.E. IN = 483.33, 8'4 I.E. IN = 484 .43, 8 "0 I.E. IN = 484.84, 8 "0 I.E. IN = 485.22, 8 "0
I.E. OUT = 481.01 8 "0 I.E. OUT = 482.30 8'0 I.E. OUT = 483.23 8 "0 I.E. OUT = 484.33 8 "0 LE IT = 484.74, 8 "0 I.E. OUT = 48 5.12 8 "0
300 +00 301 +00 302 +00 303 +00 304 +00 305 +00 306 +00 307 +00 308 +00 309 +00 310 +00
Kra
CONGO LTING ENGINEERS LLC � � /'yCj' 0 FIRST SUBMITTAL ESM 09/18/12 �"R"1E°` s wxnrx x�m tam
auod em A�enMe GaMIM CITY 0 F
WARNING: Gina 20E ® 101rr I SECOND SUBMIT AL ESM 01/25/13 1 �� CI
Federal Way. WA 88M3 Rawl 2 MYLAR SUBMITTAL ESM 1/28/13 eta ra REN TON
www.esmcivil.com . E�,� 3 1ST REVISION ESM 09/10/17
THE UTILITY LOCATIONS SHOWN °"M"
cMl En°In°°n„° I vrvj= i "Ma,2eq m, °< ��ee ...�lx°ann °d ",. C /51 -� 4 REVISED MYLAR SUBMITTAL ESM 9/19/17 a �L �"E DATUM
ARE APPROXIMATE ONLY. DEPTH ` "' "` w °*°I Plan nin Buildin Public Works Dept.
AM UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1352- 006 -007 S70xAL NO3 No. REVISION BY DATE APPR � � 9/ 9/
�l
-m-m
M7
I I j .
WYw00D
M.S.
KEY MAP
NOT TO SCALE
NOTES:
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO VERIFY
LOCATION AND ELEVATION PRIOR TO
CONSTRUCTION.
2. FOR TRENCH SECTION SHEET DT -01.
3. FOR SIDE SEWER CONNECTIONS SEE SIDE
SEWER CONNECTION DETAIL SHEET
SS -09. SEWER STUBS TO THE
PROPERTY LINE SHALL BE 6 -INCH ® 2%
SLOPE FROM MAIN TO RIGHT -OF -WAY
THEN UP TO SEWER STUB ELEVATION
UNLESS OTHERWISE NOTED.
4. MANHOLES LOCATED IN DRIVEWAY
APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SET A
MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISH GRADE, OR MUST HAVE
2'DIA. CONCRETE RING POURED AT
GRADE. WHERE MANHOLES LOCATED IN
PAVED AREAS, COVER MUST SLOPE IN
ALL DIRECTIONS TO MATCH PAVING.
SANITARY SIDE SEWERS
SEWER STUB
MIN. FF DEPTH ® END ELEV. ® DOWNSTREAM
LOTS ELEV. OF STUB S.S. MAIN S.S.M.H.
1 500.50 494.50 481.37 S.S.M.H. H2 -12
2 499.60 493.60 481.68 S.S.M.H. H2 -12
3 497.30 491.30 481.79 S.S.M.H. H2 -12
4 496.60 490.60 482.21 S.S.M.H. H2 -13
5 496.10 490.10 482.20 S.S.M.H. H2 -13
6 1 497.00 491.00 1 482.22 S.S.M.H. H2 -12
7 498.00 492.00 481.78 S.S.M.H. H2 -12
8 500.00 494.00 481.65 S.S.M.H. H2 -12
9 500.90 494.90 481.34 S.S.M.H. H2 -12
20 498.60 492.60 485.46 S.S.M.H. #H2 -21
21 496.10 490.10 485.35 S.S.M.H. #H2 -20
22 495.90 489.90 484.21 S.S.M.H. #112 -17
23 496.90 490.90 483.99 S. S.M.H. #112 -16
24 497.60 491.60 483.70 S.S.M.H. #H2 -16
25 498.40 492.40 483.60 S.S.M.H. #H2 -16
26 498.30 492.30 483.26 S.S.M.H. #H2 -15
27 497.80 491.80 483.15 S.S.M.H. #H2-15
28 497.20 491.20 483.00 S.S.M.H. #H2-15
29 497.10 491.10 489.09 S.S.M.H. #H2 -17
0 497.40 491.40 488.94 S.S.M.H. #H2 -18
31 495.90 489.90 484.38 S.S.M.H. #H2 -17
32 496.40 490.40 484.65 S.S.M.H. #H2 -19
33 496.90 490.90 485.10 S.S.M.H. #H2 -20
34 498.10 492.10 485.35 S.S.M.H. #H2 -21
35 498.50 492.50 485.71 S.S.M.H. #H2 -21
CHECKED FOR COMPLIANCE TO CITY STANDARDS AR
HERITAGE PLAT DA 09/19/201;
SANITARY SEWER EXTENSION PHASE 2
ROAD C PLAN AND PROFILE: °
STA. 300 +00.00 TO STA. 309 +98.38 SS -03
7 X15
INT'X STA. 309 +98.38, ROAD "C"
= STA. 111+53.71, ROAD "B"
L.P. ELEV = 495.09 FINISHED GRADE ELEV ® INT. = 499.59
PVI ELEV - 306 +70.:
L.P. S5 4.45
30
PVI STA 306 +60
K =42.86
''. 150.00' VC . 00
0 M
+ o
o d
N N ORIGINAL GROUND---, n II
rn + N
104 L.F
8 "0 PVC ., `� >
w a s
S R 35 S.S. -
CI S =_4.64%
SCALE: 1"=50' HORIZ.
1 ° =10• VERT.
50 25 0 50 100
530
520
510
e1I,
5- 362123
-1N
490 �- 490
1 _
150 L.F.,
L.F.
219 L.F., 8 "0 PVC SDR -35 S.S. ® 5 =0.40% I - 78 L.F., 70 L.F., " L. 103
g 0 - 75 L.F., 8 "4 PVC SDR -35 S.S.
480 _ 66 L F., 117 L.F., ®S 0.40% 8 "4 PVC 8 "0 PVC 8 "4 PVC 8"0 PVC ® S =0.40%
SDR -35 S.S. S.S.M.H. 1H2 -23, TYPE
RIMM -H4 5.371 8 "0 PVC 8'0 PVC SDR -35 S.S. - - - -- - - SDR -35 S:S. SDR- 35 -S.S. - ._SDR- 30._S.S. ® -5 =0:40% RIM = 4 8.59
S.S.M.H. H2 -17 TYPE 1 -48' ® S -0.40%
�8„ SDR -35 S.S. ®5 =0.40% _ ®5 =0.40% ®5 =0.40%
RIM = 4 5.52 ° I.E. IN - 486.14, 8 "0
3 TYPE 1 -4
O 5= 0.40% I.E. OUT = 485.04, 8 "0
I.E. IN = 482.2,1, 6 "0 52 L.F., S.M.H. H2 -15 TYPE 1 -48' I.E. IN = 484.03, 8'4
470 I.E. OUT 4 2.08, , 0 gp RIE O 4 5.43 I.E. OUT = 483.93, 8 "0 S.S.M.H. H2 -22 TYPE 1 -48"
8 , 8 8'0 PVC - 482.76, 8 "0 RIM = 497.73
R -35 S.S. I.E. IN - S.S.M.H. H2VEI TYPE 1 -48"
6, 8 "m I.E. IN = 485.63, 8 °0 470
.
- ''. ®i 5 =0.42% - RIM IN = 489 - -- - - _ - - S.S.M.H. H2 -20 TYPE 1 -48' S.S.M.H. H2 -21 TYPE i
I.E. IN = 489.09, 6 "0 E. OUT 485.53, 8 "0
I.E. OUT = 488.86, 8 "0 48"
S.S.M.H. H2 -12 TYPE 1 -48" S.S.M.H. H2 -14 TYPE 1 -48" S.S.M: H. H2 -16 TYPE 1 -48 S. S. M.H. H2 -19 TYPE 1 -48" RIM = 4 5.64 RIM = 496.65
RIM - 5 0.93 RIM - 4 4.91 RIM 497.43 RIM = 4 4.89 I.E. IN = 484.97, 6 "4 I.E. IN = 485.35, 6 "6
I.E. IN = 481.11. 8"4 I.E. IN = 482.40, 8 "0 I.E. IN = 483.33, 8'4 I.E. IN = 484 .43, 8 "0 I.E. IN = 484.84, 8 "0 I.E. IN = 485.22, 8 "0
I.E. OUT = 481.01 8 "0 I.E. OUT = 482.30 8'0 I.E. OUT = 483.23 8 "0 I.E. OUT = 484.33 8 "0 LE IT = 484.74, 8 "0 I.E. OUT = 48 5.12 8 "0
300 +00 301 +00 302 +00 303 +00 304 +00 305 +00 306 +00 307 +00 308 +00 309 +00 310 +00
Kra
CONGO LTING ENGINEERS LLC � � /'yCj' 0 FIRST SUBMITTAL ESM 09/18/12 �"R"1E°` s wxnrx x�m tam
auod em A�enMe GaMIM CITY 0 F
WARNING: Gina 20E ® 101rr I SECOND SUBMIT AL ESM 01/25/13 1 �� CI
Federal Way. WA 88M3 Rawl 2 MYLAR SUBMITTAL ESM 1/28/13 eta ra REN TON
www.esmcivil.com . E�,� 3 1ST REVISION ESM 09/10/17
THE UTILITY LOCATIONS SHOWN °"M"
cMl En°In°°n„° I vrvj= i "Ma,2eq m, °< ��ee ...�lx°ann °d ",. C /51 -� 4 REVISED MYLAR SUBMITTAL ESM 9/19/17 a �L �"E DATUM
ARE APPROXIMATE ONLY. DEPTH ` "' "` w °*°I Plan nin Buildin Public Works Dept.
AM UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1352- 006 -007 S70xAL NO3 No. REVISION BY DATE APPR � � 9/ 9/
�l
-m-m
M7
I I j .
WYw00D
M.S.
KEY MAP
NOT TO SCALE
NOTES:
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO VERIFY
LOCATION AND ELEVATION PRIOR TO
CONSTRUCTION.
2. FOR TRENCH SECTION SHEET DT -01.
3. FOR SIDE SEWER CONNECTIONS SEE SIDE
SEWER CONNECTION DETAIL SHEET
SS -09. SEWER STUBS TO THE
PROPERTY LINE SHALL BE 6 -INCH ® 2%
SLOPE FROM MAIN TO RIGHT -OF -WAY
THEN UP TO SEWER STUB ELEVATION
UNLESS OTHERWISE NOTED.
4. MANHOLES LOCATED IN DRIVEWAY
APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SET A
MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISH GRADE, OR MUST HAVE
2'DIA. CONCRETE RING POURED AT
GRADE. WHERE MANHOLES LOCATED IN
PAVED AREAS, COVER MUST SLOPE IN
ALL DIRECTIONS TO MATCH PAVING.
SANITARY SIDE SEWERS
SEWER STUB
MIN. FF DEPTH ® END ELEV. ® DOWNSTREAM
LOTS ELEV. OF STUB S.S. MAIN S.S.M.H.
1 500.50 494.50 481.37 S.S.M.H. H2 -12
2 499.60 493.60 481.68 S.S.M.H. H2 -12
3 497.30 491.30 481.79 S.S.M.H. H2 -12
4 496.60 490.60 482.21 S.S.M.H. H2 -13
5 496.10 490.10 482.20 S.S.M.H. H2 -13
6 1 497.00 491.00 1 482.22 S.S.M.H. H2 -12
7 498.00 492.00 481.78 S.S.M.H. H2 -12
8 500.00 494.00 481.65 S.S.M.H. H2 -12
9 500.90 494.90 481.34 S.S.M.H. H2 -12
20 498.60 492.60 485.46 S.S.M.H. #H2 -21
21 496.10 490.10 485.35 S.S.M.H. #H2 -20
22 495.90 489.90 484.21 S.S.M.H. #112 -17
23 496.90 490.90 483.99 S. S.M.H. #112 -16
24 497.60 491.60 483.70 S.S.M.H. #H2 -16
25 498.40 492.40 483.60 S.S.M.H. #H2 -16
26 498.30 492.30 483.26 S.S.M.H. #H2 -15
27 497.80 491.80 483.15 S.S.M.H. #H2-15
28 497.20 491.20 483.00 S.S.M.H. #H2-15
29 497.10 491.10 489.09 S.S.M.H. #H2 -17
0 497.40 491.40 488.94 S.S.M.H. #H2 -18
31 495.90 489.90 484.38 S.S.M.H. #H2 -17
32 496.40 490.40 484.65 S.S.M.H. #H2 -19
33 496.90 490.90 485.10 S.S.M.H. #H2 -20
34 498.10 492.10 485.35 S.S.M.H. #H2 -21
35 498.50 492.50 485.71 S.S.M.H. #H2 -21
CHECKED FOR COMPLIANCE TO CITY STANDARDS AR
HERITAGE PLAT DA 09/19/201;
SANITARY SEWER EXTENSION PHASE 2
ROAD C PLAN AND PROFILE: °
STA. 300 +00.00 TO STA. 309 +98.38 SS -03
7 X15
SCALE: 1"=50' HORIZ.
1 ° =10• VERT.
50 25 0 50 100
530
520
510
e1I,
5- 362123
-1N
490 �- 490
1 _
150 L.F.,
L.F.
219 L.F., 8 "0 PVC SDR -35 S.S. ® 5 =0.40% I - 78 L.F., 70 L.F., " L. 103
g 0 - 75 L.F., 8 "4 PVC SDR -35 S.S.
480 _ 66 L F., 117 L.F., ®S 0.40% 8 "4 PVC 8 "0 PVC 8 "4 PVC 8"0 PVC ® S =0.40%
SDR -35 S.S. S.S.M.H. 1H2 -23, TYPE
RIMM -H4 5.371 8 "0 PVC 8'0 PVC SDR -35 S.S. - - - -- - - SDR -35 S:S. SDR- 35 -S.S. - ._SDR- 30._S.S. ® -5 =0:40% RIM = 4 8.59
S.S.M.H. H2 -17 TYPE 1 -48' ® S -0.40%
�8„ SDR -35 S.S. ®5 =0.40% _ ®5 =0.40% ®5 =0.40%
RIM = 4 5.52 ° I.E. IN - 486.14, 8 "0
3 TYPE 1 -4
O 5= 0.40% I.E. OUT = 485.04, 8 "0
I.E. IN = 482.2,1, 6 "0 52 L.F., S.M.H. H2 -15 TYPE 1 -48' I.E. IN = 484.03, 8'4
470 I.E. OUT 4 2.08, , 0 gp RIE O 4 5.43 I.E. OUT = 483.93, 8 "0 S.S.M.H. H2 -22 TYPE 1 -48"
8 , 8 8'0 PVC - 482.76, 8 "0 RIM = 497.73
R -35 S.S. I.E. IN - S.S.M.H. H2VEI TYPE 1 -48"
6, 8 "m I.E. IN = 485.63, 8 °0 470
.
- ''. ®i 5 =0.42% - RIM IN = 489 - -- - - _ - - S.S.M.H. H2 -20 TYPE 1 -48' S.S.M.H. H2 -21 TYPE i
I.E. IN = 489.09, 6 "0 E. OUT 485.53, 8 "0
I.E. OUT = 488.86, 8 "0 48"
S.S.M.H. H2 -12 TYPE 1 -48" S.S.M.H. H2 -14 TYPE 1 -48" S.S.M: H. H2 -16 TYPE 1 -48 S. S. M.H. H2 -19 TYPE 1 -48" RIM = 4 5.64 RIM = 496.65
RIM - 5 0.93 RIM - 4 4.91 RIM 497.43 RIM = 4 4.89 I.E. IN = 484.97, 6 "4 I.E. IN = 485.35, 6 "6
I.E. IN = 481.11. 8"4 I.E. IN = 482.40, 8 "0 I.E. IN = 483.33, 8'4 I.E. IN = 484 .43, 8 "0 I.E. IN = 484.84, 8 "0 I.E. IN = 485.22, 8 "0
I.E. OUT = 481.01 8 "0 I.E. OUT = 482.30 8'0 I.E. OUT = 483.23 8 "0 I.E. OUT = 484.33 8 "0 LE IT = 484.74, 8 "0 I.E. OUT = 48 5.12 8 "0
300 +00 301 +00 302 +00 303 +00 304 +00 305 +00 306 +00 307 +00 308 +00 309 +00 310 +00
Kra
CONGO LTING ENGINEERS LLC � � /'yCj' 0 FIRST SUBMITTAL ESM 09/18/12 �"R"1E°` s wxnrx x�m tam
auod em A�enMe GaMIM CITY 0 F
WARNING: Gina 20E ® 101rr I SECOND SUBMIT AL ESM 01/25/13 1 �� CI
Federal Way. WA 88M3 Rawl 2 MYLAR SUBMITTAL ESM 1/28/13 eta ra REN TON
www.esmcivil.com . E�,� 3 1ST REVISION ESM 09/10/17
THE UTILITY LOCATIONS SHOWN °"M"
cMl En°In°°n„° I vrvj= i "Ma,2eq m, °< ��ee ...�lx°ann °d ",. C /51 -� 4 REVISED MYLAR SUBMITTAL ESM 9/19/17 a �L �"E DATUM
ARE APPROXIMATE ONLY. DEPTH ` "' "` w °*°I Plan nin Buildin Public Works Dept.
AM UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1352- 006 -007 S70xAL NO3 No. REVISION BY DATE APPR � � 9/ 9/
�l
-m-m
M7
I I j .
WYw00D
M.S.
KEY MAP
NOT TO SCALE
NOTES:
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO VERIFY
LOCATION AND ELEVATION PRIOR TO
CONSTRUCTION.
2. FOR TRENCH SECTION SHEET DT -01.
3. FOR SIDE SEWER CONNECTIONS SEE SIDE
SEWER CONNECTION DETAIL SHEET
SS -09. SEWER STUBS TO THE
PROPERTY LINE SHALL BE 6 -INCH ® 2%
SLOPE FROM MAIN TO RIGHT -OF -WAY
THEN UP TO SEWER STUB ELEVATION
UNLESS OTHERWISE NOTED.
4. MANHOLES LOCATED IN DRIVEWAY
APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SET A
MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISH GRADE, OR MUST HAVE
2'DIA. CONCRETE RING POURED AT
GRADE. WHERE MANHOLES LOCATED IN
PAVED AREAS, COVER MUST SLOPE IN
ALL DIRECTIONS TO MATCH PAVING.
SANITARY SIDE SEWERS
SEWER STUB
MIN. FF DEPTH ® END ELEV. ® DOWNSTREAM
LOTS ELEV. OF STUB S.S. MAIN S.S.M.H.
1 500.50 494.50 481.37 S.S.M.H. H2 -12
2 499.60 493.60 481.68 S.S.M.H. H2 -12
3 497.30 491.30 481.79 S.S.M.H. H2 -12
4 496.60 490.60 482.21 S.S.M.H. H2 -13
5 496.10 490.10 482.20 S.S.M.H. H2 -13
6 1 497.00 491.00 1 482.22 S.S.M.H. H2 -12
7 498.00 492.00 481.78 S.S.M.H. H2 -12
8 500.00 494.00 481.65 S.S.M.H. H2 -12
9 500.90 494.90 481.34 S.S.M.H. H2 -12
20 498.60 492.60 485.46 S.S.M.H. #H2 -21
21 496.10 490.10 485.35 S.S.M.H. #H2 -20
22 495.90 489.90 484.21 S.S.M.H. #112 -17
23 496.90 490.90 483.99 S. S.M.H. #112 -16
24 497.60 491.60 483.70 S.S.M.H. #H2 -16
25 498.40 492.40 483.60 S.S.M.H. #H2 -16
26 498.30 492.30 483.26 S.S.M.H. #H2 -15
27 497.80 491.80 483.15 S.S.M.H. #H2-15
28 497.20 491.20 483.00 S.S.M.H. #H2-15
29 497.10 491.10 489.09 S.S.M.H. #H2 -17
0 497.40 491.40 488.94 S.S.M.H. #H2 -18
31 495.90 489.90 484.38 S.S.M.H. #H2 -17
32 496.40 490.40 484.65 S.S.M.H. #H2 -19
33 496.90 490.90 485.10 S.S.M.H. #H2 -20
34 498.10 492.10 485.35 S.S.M.H. #H2 -21
35 498.50 492.50 485.71 S.S.M.H. #H2 -21
CHECKED FOR COMPLIANCE TO CITY STANDARDS AR
HERITAGE PLAT DA 09/19/201;
SANITARY SEWER EXTENSION PHASE 2
ROAD C PLAN AND PROFILE: °
STA. 300 +00.00 TO STA. 309 +98.38 SS -03
7 X15
CHECKED FOR COMPLIANCE TO CITY STANDARDS AR
HERITAGE PLAT DA 09/19/201;
SANITARY SEWER EXTENSION PHASE 2
ROAD C PLAN AND PROFILE: °
STA. 300 +00.00 TO STA. 309 +98.38 SS -03
7 X15
w N
`z 'w'^
U vJ
w Q
00 =
a IL
Z
O
w
I-
w
w
w
}
Q
Z
Q
g
w
Q
Ir
w
w
IS.S.M.H. /H2 -11
SEE SHEET SS -01
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC 13, TWP 23 N, RGE 5 E, WM, KING CO, WA
BOUNDARY
, E "earl •r rr _. •,_- rr �.•�� ®_. . �•�� 4. �•i i i �� �.
per B
g sum
NMI
ROAD A ° ± + 331 L.F., N N +
77
SEE SHEET SS -01 8 "0 S.S 154 L.F., o \` EL. so .60
86 I r 8 "0 S.S 52 L.F., J
PAD 85 84 83 82 8 "o S.S
EL.=487.90 I PAD PAD PAD PA 81 SO 1 ' 1
EL.= 489.50 EL. 30 EL. 494.50 EL. =4 6.40 PAD PAD 79 I 1 1 I 78
EL.= 497.60 EL.= 498.80 EL 499.5
N I
S.S.M.H. #H2 -30, TYPE 1 -48 "0 = (1)
STA. 903 +26.07, 5.00 RT. F -
gW
(n w
MINOR ACCESS ROAD D
O
2�(n
°W
r _
W N
Vl W
W
(n
o'er
FIRST SUBMITTAL
col'
�.Il,o
,r,
UD
a
3
e'tO
S.S.M.H. (#112 -31, TYPE 1 -48 "0
,�;co
m �
N
� .�
CE INT'X STA. 903 +31.079, ROAD "D"
o m
O?
aCO ro
.M
ro o-,n
m °,�
-110
rn.�
ISTA. 904 +80.00, 5.00 RT.
o'.rn
m C)
°' m
CD C)
°'.rn
- STA. 700 +00.00,
ROAD "E"
;N
ad
°rn
0 01
° rn
.N
tO 0
°o
00
v10
0 0
0
56
STA 900 +50
`'- a
v
�',a
a -,a
`n' "t
S.S.M.H. #H2 -32, TYPE 1-4
"''.a
ROAD
A 57
PAD PAD
58
559
,n ,n
,n cn
S.S.M.H.
STA. 905 +42.54, 10.00 RT.
100.00' VC
SEE SHEET
H2 -11
SS- 01 488.00 EL. 489.50
PAD
PAO
III
pAp
7
o
n
n
^EL.
EL. 492.80
N
EL.= 496.10
ROAD E
PAD
EL.= 498.10 EL =498.80
PAD
493.80
490.80
o +
+
SEE
-
SHEET SS -05
00
E _ .00
L 500
495.00
491.99
S.S.M.H.
- -
m
w
502.60
496.60
493.13
S.S.M.H.
H2 -32
79
500.50
494.50
491.99
S.S.M.H.
H2 -31
80
499.80
493.80
490.37
S.S.M.H.
BOUNDARY
, E "earl •r rr _. •,_- rr �.•�� ®_. . �•�� 4. �•i i i �� �.
per B
g sum
NMI
ROAD A ° ± + 331 L.F., N N +
77
SEE SHEET SS -01 8 "0 S.S 154 L.F., o \` EL. so .60
86 I r 8 "0 S.S 52 L.F., J
PAD 85 84 83 82 8 "o S.S
EL.=487.90 I PAD PAD PAD PA 81 SO 1 ' 1
EL.= 489.50 EL. 30 EL. 494.50 EL. =4 6.40 PAD PAD 79 I 1 1 I 78
EL.= 497.60 EL.= 498.80 EL 499.5
N I
S.S.M.H. #H2 -30, TYPE 1 -48 "0 = (1)
STA. 903 +26.07, 5.00 RT. F -
gW
(n w
MINOR ACCESS ROAD D
O
2�(n
°W
r _
W N
Vl W
W
(n
o'er
FIRST SUBMITTAL
col'
�.Il,o
,r,
UD
a
3
e'tO
r 'w
,�;co
m �
N
� .�
=
�.N
o m
O?
aCO ro
.M
ro o-,n
m °,�
-110
rn.�
`nlro
°"'m
o'.rn
m C)
°' m
CD C)
°'.rn
.N
c`f,.ao
°.ot
r',n
°rn
;N
ad
°rn
0 01
° rn
.N
tO 0
°o
00
v10
0 0
0
0 - o
on
STA 900 +50
`'- a
v
�',a
a -,a
`n' "t
:nla
"''.a
"',a
`n y
Ln
U1
,n ,n
,n cn
530 1
520 1
INT'X STA. 900 +00.00, ROAD "D"
= STA. 101 +52.00, ROAD "A"
FINISHED GRADE ELEV ® INT. = 487.28
500
490 -
zt1�LF ��PVC - 5 5=
480 ' SDR'35 S. I.
3.7
RIM - 456.85
4 'S.S.M.H. H2 -11. TYPE 11 -48"
I.E. IN = 476.37, 8'0
I.E. OUT = 476.27, 8 "0
460
900 +00 901 +00
®CONSULT Ng 33000MAVOnT..0 GINEERI LLC
WARNING: 5"11.30. I ®I ®ICI
Feral Way, WA 98003
www.esmcivil.com THE UTILITY LOCATIONS SHOWN cla F,pn n" " 1 U.a S. yl mARE APPROXIMATE ONLY. DEPTH °u011c "°' "°' -` " °^ faoa a°lo ' " om� 9
I
I
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1352- 006 -007
902 +00
noxmIff
PROJECT, BOUNDARY
H.P. ELEV = 501.30 L.P. ELEV = 50 .92
H.P. STA = 905 +66.25 L.P. STA = 906 +12.8,
-- - - - - PVI STA 905 +62.68 - -- PVI STA = 906 +16.39
PVI ELEV - 501.52 PVI ELEV
5
0
7_�w -
! 1
A.D. -3.50 A.D. 3.5
K 14.29 K = 14.29
50.00 VC 50.00' VC
PROPOSED GRADE
CC N O O O0
ORIGINAL GROUND
rL
154
U ® S=
Kim = •ray /o
I.E. IN = 491 99, 6 "0
I.E. IN = 491.86, 8 "0
I.E. OUT = 491.76, 8 "0
S.S.M.H. #H2 -30. TYPE 1 -48"
RIM = 491
I.E. IN = 488.78, 8 "0
I.E. OUT = 488.68, 8 "0
II 11
0
FIRST SUBMITTAL
INT'X STA. 903 +31.07, ROAD 'b"
SECOND SUBMITTAL
2
MYLAR SUBMITTAL
3
1ST REVISION
700+00.00 ROAD O
REVISED MYLAR SUBMITTAL
ESM
III=
REVISION
•" �,
FINISHED GRADE ®DINT. _ 1496.88
L.P.
ELEV
486.63
BY
DATE
APPR
"°R'a'r"
L.P.
STA = 1 900 +39.60
490.50
PVI
STA 900 +50
PVI STA = 902 +25
PVI
ELEV = 486.28 I
PVI ELEV = 494.76
H2 -11
A.D. 6.85
A.D. _ -2.85
487.80
K = 7.30
K = 35.13
S.S.M.H.
50.00' VC
100.00' VC
H2 -11
74
499.10
III
490.32
S.S.M.H.
n
n
a +
H2 -30
N
499.80
+
493.80
490.80
1 S.
rn
a
-
0
00
1 501.00
495.00
491.99
S.S.M.H.
m
w
502.60
496.60
493.13
S.S.M.H.
H2 -32
79
500.50
494.50
491.99
S.S.M.H.
H2 -31
zt1�LF ��PVC - 5 5=
480 ' SDR'35 S. I.
3.7
RIM - 456.85
4 'S.S.M.H. H2 -11. TYPE 11 -48"
I.E. IN = 476.37, 8'0
I.E. OUT = 476.27, 8 "0
460
900 +00 901 +00
®CONSULT Ng 33000MAVOnT..0 GINEERI LLC
WARNING: 5"11.30. I ®I ®ICI
Feral Way, WA 98003
www.esmcivil.com THE UTILITY LOCATIONS SHOWN cla F,pn n" " 1 U.a S. yl mARE APPROXIMATE ONLY. DEPTH °u011c "°' "°' -` " °^ faoa a°lo ' " om� 9
I
I
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1352- 006 -007
902 +00
noxmIff
PROJECT, BOUNDARY
H.P. ELEV = 501.30 L.P. ELEV = 50 .92
H.P. STA = 905 +66.25 L.P. STA = 906 +12.8,
-- - - - - PVI STA 905 +62.68 - -- PVI STA = 906 +16.39
PVI ELEV - 501.52 PVI ELEV
5
0
7_�w -
! 1
A.D. -3.50 A.D. 3.5
K 14.29 K = 14.29
50.00 VC 50.00' VC
PROPOSED GRADE
CC N O O O0
ORIGINAL GROUND
rL
154
U ® S=
Kim = •ray /o
I.E. IN = 491 99, 6 "0
I.E. IN = 491.86, 8 "0
I.E. OUT = 491.76, 8 "0
S.S.M.H. #H2 -30. TYPE 1 -48"
RIM = 491
I.E. IN = 488.78, 8 "0
I.E. OUT = 488.68, 8 "0
II 11
0
FIRST SUBMITTAL
1
SECOND SUBMITTAL
2
MYLAR SUBMITTAL
3
1ST REVISION
4
REVISED MYLAR SUBMITTAL
ESM
NO.
REVISION
904 +00
RIB
I.E. IN =
I.E. OUT =
52 L.F.,
8 "0 PVC
SDR- 35 - -S.S.
® S =1.99%
905 +00
ESM
/18/12
Su.
ESM
1/25/13
MIN. FF
ELEV.
9,99 ��
ESM
1/28/13
ESM
/10/13
56
•" �,
ESM
/19/13
c�¢ <.cu
BY
DATE
APPR
"°R'a'r"
INT'X STA. 906 +71.39, ROAD "D"
= STA. 25 +36.97, SE 140TH ST
FINISHED GRADE ELEV 0 INT. = 501.81
520
510
500
( 490
I
TYPE 1 -48" 480
6 "0
D. 8 "0
470
906 +00
1 460
907 +00
SCALE: 1•' =50' HORIZ
1•• =10" VERT.
50 25 0 50 100
5- 362124
•ro18� :s CITY OF
1� -Gr XpgSCMN NAp 1961/1991 'I
�•JV
7K RENTON
�wE 1H°'� DATUM
.1�RU 3cuF I Planning /Building /Public Works Dept.
ly xot oxc wc9
swc ittu9wxpv
DBEM
H.S.
S.E
KEY MAP
NOT TO SCALE
NOTES:
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO VERIFY
LOCATION AND ELEVATION PRIOR TO
CONSTRUCTION.
2. FOR TRENCH SECTION SHEET DT -01.
3. FOR SIDE SEWER CONNECTIONS SEE SIDE
SEWER CONNECTION DETAIL SHEET
SS -09. SEWER STUBS TO THE
PROPERTY LINE SHALL BE 6 -INCH 0 2%
SLOPE FROM MAIN TO RIGHT -OF -WAY
THEN UP TO SEWER STUB ELEVATION
UNLESS OTHERWISE NOTED.
4. MANHOLES LOCATED IN DRIVEWAY
APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SET A
MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISH GRADE, OR MUST HAVE
201A. CONCRETE RING POURED AT
GRADE. WHERE MANHOLES LOCATED IN
PAVED AREAS, COVER MUST SLOPE IN
ALL DIRECTIONS TO MATCH PAVING.
SANITARY
SIDE SEWERS
LOTS
MIN. FF
ELEV.
SEWER STUB
DEPTH ® END
OF STUB
ELEV.
S.S.
®
MAIN
DOWNSTREAM
S.S.M.H.
56
489.00
483.00
478.50
S.S.M.H.
H2 -11
57
490.50
484.50
481.54
S.S.M.H.
H2 -11
58
493.80
487.80
482.40
S.S.M.H.
H2 -11
74
499.10
493.10
490.32
S.S.M.H.
H2 -30
75
499.80
493.80
490.80
1 S.
S.
M.
W.--#H2-,30
76
1 501.00
495.00
491.99
S.S.M.H.
H2 -31
77
502.60
496.60
493.13
S.S.M.H.
H2 -32
79
500.50
494.50
491.99
S.S.M.H.
H2 -31
80
499.80
493.80
490.37
S.S.M.H.
H2 -30
81
498.60
492.60
489.89
S.S.M.H.
112 -30
82
497.40
491.40
487.31
S.S.M.H.
H2 -11
83
495.50
489.50
486.46
S.S.M.H.
H2 -11
84
494.30
488.40
482.56
S.S.M.H.
H2 -11
85
490.50
484.50
482.00
S.S.M.H.
#H2 -11
86
488.90
1 482.90
1 478.68
S.S.M.H.
#H2 -11
CHECKED FOR COMPLIANCE TO CITY STAANDAARRDDS��
HERITAGE PLAT
SANITARY SEWER EXTENSION PHASE 2
ROAD D PLAN AND PROFILE:
STA. 900 +00.00 TO STA. 906 +71.39
C D i S- 3(e;�t ;4
SS -04
w N
Q
z LLI
U)
V Q
W
O
a �
Z
Z
W
W
W
W
U)
Q
Z
Q
U)
Q
J
a
W
N� �M ' �1 � J �
I-
N� ,n M O!� � 0 N OI� :� er , n
W
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC 13, TWP 23 N, RGE 5 E, WM, KING CO, WA
O CL INT'X
S.S.M.H. #H2 -33, TYPE 1 -48 "0 0 �C7� = STA.
STA. 700 +97.00, 5.00 LT.
S.S.M.H. #H2 -34, TYPE 1 -48 "0
STA. 701 +96.45, 5.03 IT Uj
i<V m fq
S.S.M.H. #H2 -30 vFF R e�, PAD ! �� 1 " =50' HORIZ.
SEE SHEEP SS -04 S•'C/ EL.= 502.30 ! �= SCALE: 1 " =10' VERT.
64 0
`SS\ 59 63 PAD x° ; / W 50 25 0 50 100
EL. 502.60
EL. P4 6. 0. 60 61 EL. --65 PAD 0.80 EL P501.50 ' 00 Wai
o PAD PA 226 L.F., } O / !'
EL,498.10 EL.=4 8.90 /
CL INT'X STA. 700 +00.00, ROAD "E" S_ �,• /
= STA. 903 +31.07, ROAD "D" ) � v . o" o N / _ '' <EL so .80
PROJECT BOUNDARY
73 L.F., if
` PAD 8 "0 S.S *;'
S 102 L /
��... ` . , 1 I'�.� j. EL= 502.70 PAD
A ` .. _, ✓ + Co PAD EL. =499.8
PAD nEL.=502.60 6�
PAD -.�•"' C EL= 501.30 EL= 494.70
EL.= 498.10 \ �3 ` -_ -- _ o S.S.M.H. #H2 -36, TYPE 1 -48 "0
95 L. x ,EO -' - 0+ a' 68 _ - STA. 705 +00.00, 5.00 LT.
W w
` 8 "0 S. PAD
S 69 i` EL= 494.69 ' '/ J
73 70 EL 49.30
` PAD / S.S.M.H. H2 -35, TYPE 1 -48 "0
PAD EL. 49 .20 72 71 PAO EL.= soo.7o �c STA. 704 +25.07, 5.00 LT.
EL.= 498.40 EL.= 499.00 TRACTG
STORM DRAINAGE FACILITY G
MINOR ACCESS ROAD E
r
O OIlO OIE�
n. 0 U r. . CD '10 O ..OI ulo � ,n O rn n m n o n o L110 0 0 n o s � n
INT'X STA. 700 +00.00, ROAD "E" 50.00' VC
ELEV =
STA = 71
STA--- 7C
ELEV =
A.D. = -
K = 37
150.00'
= STA. 903 +31.07, ROAD "D"
- 4M0. /2
L.P.
I Il I I
L.P. ELEV 496.13
530
63
I=
L.P. STA -7 700 +50
L.P.
_.....
1_ - -_ -PVI STA 700+50
to
I.E. OUT = 494.71, 8 "0
PVI ELEV �1= 495.88
+
rmn +
A.D. 4.00
C6
oo
K = x',12.50
INT'X STA. 700 +00.00, ROAD "E" 50.00' VC
ELEV =
STA = 71
STA--- 7C
ELEV =
A.D. = -
K = 37
150.00'
= STA. 903 +31.07, ROAD "D"
- 4M0. /2
L.P.
ELEV = 501.52
l
63
FINISHED GRADE ELEV ® INT. = 496.88
L.P.
STA = 705 +50
1
530
to
I.E. OUT = 494.71, 8 "0
+
rmn +
r00n '.. PROPOSED. GRADE
C6
oo
510
/10/13
0)
499.10
A.D. 4.00
1
^°o
_o
S.S.M.
K = 112.50
J
APPR
>
w w
-
w 10 I NAL GROUND
m
w
490
480
470
2
- 4M0. /2
L.P.
ELEV = 501.52
I.E.
63
I.E.
L.P.
STA = 705 +50
1
530
i3_-
I.E. OUT = 494.71, 8 "0
705 +50
--
I. 496.71
-
I.E. . IN = 490.81, 8'0
PVI
ELEV = 501.27
/10/13
60
499.10
A.D. 4.00
1
489.95
aFaa
S.S.M.
K = 112.50
DATE
APPR
499.90
"wxw
50.0Q' VC
INT'X STA. 705 +96.84, ROAD "E"
491.86
S.S.M.H.
= 105 +42.01, ROAD "B"
62
501.80
495.80
..FINISHED GRADE ELEV ® INT. = 502.20
492.27
os
S.S.M.H.
+� ^+
H2 -34
63
+N
03 ', N
0'�
493.94
S.S.M.H.
N
510
64
U
_ >0
_
494.94
>00
S.S.M.H.
m
H2 -35
65
503.30
495.82
500
L.F.,
UO S= 0.40 %LJ KIM = JV2
PVC SDR -35 S S. -18 "id PVC SDR 35.5.5. I.E. IN =
I.E. OUT =
I. HH2 -30. TYPE 1�1 -48"
!SS.M.H #H2 -35 TYPE 1 -48"
KIM - vao.00
.E. IN = 488.78, 8 "0
.E. OUT = 488.68. 8 "4
KIM
- 4M0. /2
I.E.
IN = 489.42,
I.E.
IN = 489.29,
I.E.
OUT = 489.19
I
700 +00 701 +00
WARNING: s.Aaea" 19 � ®���
Fe e,el Way. WA WW3
THE UTILITY LOCATIONS SHOWN M'YIW.esmCIV11.COm
an°."�ra,bu "° I P:�iett u °wnro "< Use. oc. "�nn "n","
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1352- 006 -007
c
II
702 +00 7031 +00
0 FIRST SUBMITTAL
1 SECOND SUBMITTAL
2 MYLAR SUBMITTAL
3 1ST REVISION
4 REVISED MYLAR SUBMITTAL
NO. REVISION
704 +00 705 +00
SANITARY SIDE SEWERS
RIM = 5 2.71
/18/12
j
I.E. IN = 494.94, 6 "0
SEWER STUB
DEPTH ® END
OF STUB
ESM
,
I.E. IN = 494.81, 8 "0
DOWNSTREAM
S. S.M.H.
59
I.E. OUT = 494.71, 8 "0
S.S.M.H. H2-34 TYPE 1
-48"
I. 496.71
-
I.E. . IN = 490.81, 8'0
S.S.M.H.
I.E. OUT = 490.71, 8 "0
/10/13
II
702 +00 7031 +00
0 FIRST SUBMITTAL
1 SECOND SUBMITTAL
2 MYLAR SUBMITTAL
3 1ST REVISION
4 REVISED MYLAR SUBMITTAL
NO. REVISION
704 +00 705 +00
SANITARY SIDE SEWERS
ESM
/18/12
LOTS
MIN. FF
ELEV.
SEWER STUB
DEPTH ® END
OF STUB
ESM
1/25/13
DOWNSTREAM
S. S.M.H.
59
497.10
ESM
1/28/13
489.32
S.S.M.H.
ESM
/10/13
60
499.10
ESM
/19/13
489.95
aFaa
S.S.M.
BY
DATE
APPR
499.90
"wxw
6„ o
8 "4'I
II
i
7061 +00
480
470
5- 362125
_® CITY OF
1. -,0F
ON RFN TON
DCL 1 WE laa, DATUM
i►NI •rx FU�� Planning /Building /Public Works Dept.
IF M ME HfJI
n sw[ Kuvmrxar
LIBEM
H.S.
NOTES:
Sl
MAYWOOD
M.S.
KEY MAP
NOT TO SCALE
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO VERIFY
LOCATION AND ELEVATION PRIOR TO
CONSTRUCTION.
2. FOR TRENCH SECTION SHEET DT -01.
3. FOR SIDE SEWER CONNECTIONS SEE SIDE
SEWER CONNECTION DETAIL SHEET
SS -09. SEWER STUBS TO THE
PROPERTY LINE SHALL BE 6 -INCH ® 2%
SLOPE FROM MAIN TO RIGHT -OF -WAY
THEN UP TO SEWER STUB ELEVATION
UNLESS OTHERWISE NOTED.
4. MANHOLES LOCATED IN DRIVEWAY
APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SET A
MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISH GRADE, OR MUST HAVE
2'DIA. CONCRETE RING POURED AT
GRADE. WHERE MANHOLES LOCATED IN
PAVED AREAS, COVER MUST SLOPE IN
ALL DIRECTIONS TO MATCH PAVING.
* NOTE:
GRINDER PUMPS SHALL BE USED IN
THE LOWER LEVELS OF LOTS 66 - 69
CHECKED FOR COMPLIANCE TO CITY STANDARDS
9(�. ka l 9 c
HERITAGE PLAT
SANITARY SEWER EXTENSION PHASE 2
ROAD E PLAN AND PROFILE:
STA. 700 +00.00 TO STA. 705+96.84
C�= S- 361025
SS 05
SANITARY SIDE SEWERS
LOTS
MIN. FF
ELEV.
SEWER STUB
DEPTH ® END
OF STUB
ELEV.
S.S.
®
MAIN
DOWNSTREAM
S. S.M.H.
59
497.10
491.10
489.32
S.S.M.H.
112 -30
60
499.10
493.10
489.95
S.S.M.
H.
H2 -33
61
499.90
493.90
491.86
S.S.M.H.
112 -34
62
501.80
495.80
492.27
S.S.M.H.
H2 -34
63
502.50
496.50
493.94
S.S.M.H.
H2 -34
64
1 503.60
1 497.60
494.94
S.S.M.H.
H2 -35
65
503.30
495.82
495.33
S.S.M.H.
H2 -36
66
494.80
496.07
495.33
S.S.M.H.
H2 -35
67
495.70
495.82
495.00
S.S.M.H.
H2 -35
68
495.60
494.84
494.07
S.S.M.H.
H2 -34
69
494.30
494.56
493.81
S.S.M.H.
142 -34
70
501.70
495.70
491.98
S.S.M.H.
#H2 -34
71
500.0
494.00
491.63
S.S.M.H.
#H2 -34
72
499.40
493.40
490.54
S.S.M.H.
#112 -33
73
1 498.20
1 492.20
490.40
S.S.M.H.
#H2 -33
CHECKED FOR COMPLIANCE TO CITY STANDARDS
9(�. ka l 9 c
HERITAGE PLAT
SANITARY SEWER EXTENSION PHASE 2
ROAD E PLAN AND PROFILE:
STA. 700 +00.00 TO STA. 705+96.84
C�= S- 361025
SS 05
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC 13, TWP 23 N, RGE 5 E, WM, KING CO, WA
I /IJI NVL JL
N: 176649.35
E: 1324056.3
CL INT'X STA. 14 +00.00, SE 140TH ST
STA. 36 +53.16, 172ND AVE SE
N: 176630.16
E: 1324375.12
171ST AVE SE 172ND AVE SE
PID /j 7229800455
I
00 HOUSE x/13854 �
0 1 I FINISHED FLOOR ELEV. =484:
Io
N
_ EXISTING s1� 360 L.F.,
+ CPP CULVERT 8 "9 S.S z
I + w r LO
LQ o M
--
}
1r _ �/! -_ - f1 00
a d Q
0
(j) W g Z
Z J 1 ` EXISTING 12"
W Z CONC. CULVERT °o i
x
Ld
w I 1
Lu
, 1
(n PID # 7229800460
VACANT LOT
S.S.M.H. #H2 -04, TYPE 1-48"0
Q
S.S.M.H. 10 75.85, #H2-03, TYPE i -48 "0
STA. 10 +75.85, 5.00 RT. STA. 14 +36.12, 4.85' RT.
Z S.S.M.H. #H2 -05, TYPE 1 -48 "0
STA. 14 +50.12, 17.01 RT.
g
D_
W
0
ROAD A
SEE SHEET SS 01 GL INT'X STA. 19 +93.97, SE 140TH ST
V / - STA. 100 +00,.00, ROAD "A"
TRACT E 7 / TRACT F
WETLAND"
PROJECT WETLANDi / TORM DRAINAG
0
T - - P1 �' BOUNDARY P3 50' FAQ ILITY F o
S' D. VAULT
- w - -. S. w WETLAND I X952 2 `�r
8 0 S
\V \ 17 86
j I'
BUFFER 1 85 O
- --� --
- - - _ _ N
Ld
WATER MAIN - -- - -- - - `- -�- - �i
EXISTING
GAS 324 L.F., SERE ON 29 L.F., 215 L.F., EXISTING - W O
MAIN 8 "0 S.S BETWEEN 8 "� S.S 8 "0 S.S WATER PROPOSED " Z
SEWER &GAS EDGE OF 361 L.F., J `-
PID � 7230200020 MAIN PID $ 7230200040 PID j 7230200060 PAVEMENT 8 "0 S.S = W
HOUSE #17213 VACANT LOT VACANT LOT RID %) 7230200080 PID 7230200090
FINISHED FLOOR B
PID S 7 17200010 ELEV =479: PID /( 7230200030 PID ii 7230200050 HOUSE �J17261 HOUSE N1 LOO
HOUSE X17203 VACANT LOT HOUSE X17237 FINISHED FLOOR FINISHED FLOOR Q W
FINISHED FLOOR FINISHED FLOOR ELEV.-482± ELEV. =484} W
ELEV =4801 ELEV. =477: V%
S.S.M.H. #H2 -06, TYPE 1 -48 "0 S.S.M.H. #112 -07, TYPE 1 -48" S.S.M.H. #H2-O8, TYPE 1 -48"
STA. 17 +73.95, 17.01 RT. STA. 17 +73.95, 9.99 LT. STA. 19 +88.97, 10.00 LT.
SE 140TH ST
I.E. IN - 466.66, 8 0
I.E. OUT = 466.56, 8 "0
450
INT'X STA. 19 +93.97. SE 140TH ST PVI ELEV 484.83
= STA. 100 +00.00, ROAD "A"
FINISHED GRADE ELEV ® INT. = 483.15 A.D. = 1.50
L.P. ELEV 478.94 H.P. ELEV = 479.39 L.P. ELEV 478.08 K = 33.33
17 +50 50.00' VC
A D. 478.69 PVI TA - 15 +82 L.P. STA -
L P STA - 210+00 H.P. STA - -= - -15 +82 - - - PVI STA - 17 +50 PVI STA 18 +50 510
PVI STA - 15 +00 P
ICI PVI ELEV 1;= iVl ELEV = 479.51 PVI ELEV - 477.83 PVI ELEV 478.83
A.D. -2.00 A.D. - 2.00 A.D. 2.00
K = 50.00 K = 25.00 K = 50.00 K = X25.00
100.00' VC 50.00' VC 100.00' VC 51 VC
N o ^ 500
N v a 0p
o N) n 0 w m w W w O,^ N
_ N.N O N r 06 O M IN e1 Lo
+ m + m _+ rn + rn ^...�.. _+�- -ro m - -. . n N PROPOSED GRADE 490 +
+ of @ Lu
OL .-
m o > J ro a N
U VV> V V m w J
m mw w w Op w V �- %_ N
w 30_%
480 H
V/
361 �'R:35 S.S. LyJ
PNIC - -
2`I5 L.F., g••m_;PVC..SDR-35 S.S. ®5 -2.24%
- - -- 470 = LLI
324 L;F., 8 "0 PVC SDR -35 S.S ® S= 0.40% 0�
W
29 L.F.. W
o - -- ° I.E. IN - 469.99,8 °0
+w _ _ S.S. M.H. H2-OS TYPE 1 -48° 460 HIM 2 o m 8 0 PVC SDR -35 S.S.
a ® S -0.40% S.S.M.H. H2 -07 TYPE 1 -48'
�w RIM 4#2 Z39 I.E. II.E. IN = 4784.90, 8 "0
f (3 -13 = 3
f co = 3 I.E. OUT - 469.89, 8 "0 I.E. OUT = 47 4.80, 8 "0
X X X
x x
S.S.M.H. H2 -04 TYPE 1 -48"
S. S. M.H. H2 -OS TYPE 11 -48" _ _ - _. _ _... S.S.M.H. H2 -O6 TYPE 1 -48"
8:51 RIM = 4 7.85
LV)
I.E. IN =', 468.20, 8 "0
'.
I.E. OUT 468.10. 8 "0
STA. 10 +98.20, SE 140TH
ST
INT'X STA. 14 +00.00,
N
00
03
I 1,
STA. 10 +80.58,
SE 140TH
of
LC)
N�
N
BEGIN IMPROVEMENTS ",
= STA. 36 +53.16, 172ND AVE SE
=
no
M
ca
cM M
M
`,. • W
m
w
00
03
co
m m
ca
12 +00
�I. �
6
6
6
^
Cto
e0 N
W
PVI ELEV =
......
DO ^ J
`.
PVI'. ELEV = 47
d
�
�1
�m
�c�
-
A.D. 1.5(
�M
It
_
I.E. IN - 466.66, 8 0
I.E. OUT = 466.56, 8 "0
450
INT'X STA. 19 +93.97. SE 140TH ST PVI ELEV 484.83
= STA. 100 +00.00, ROAD "A"
FINISHED GRADE ELEV ® INT. = 483.15 A.D. = 1.50
L.P. ELEV 478.94 H.P. ELEV = 479.39 L.P. ELEV 478.08 K = 33.33
17 +50 50.00' VC
A D. 478.69 PVI TA - 15 +82 L.P. STA -
L P STA - 210+00 H.P. STA - -= - -15 +82 - - - PVI STA - 17 +50 PVI STA 18 +50 510
PVI STA - 15 +00 P
ICI PVI ELEV 1;= iVl ELEV = 479.51 PVI ELEV - 477.83 PVI ELEV 478.83
A.D. -2.00 A.D. - 2.00 A.D. 2.00
K = 50.00 K = 25.00 K = 50.00 K = X25.00
100.00' VC 50.00' VC 100.00' VC 51 VC
N o ^ 500
N v a 0p
o N) n 0 w m w W w O,^ N
_ N.N O N r 06 O M IN e1 Lo
+ m + m _+ rn + rn ^...�.. _+�- -ro m - -. . n N PROPOSED GRADE 490 +
+ of @ Lu
OL .-
m o > J ro a N
U VV> V V m w J
m mw w w Op w V �- %_ N
w 30_%
480 H
V/
361 �'R:35 S.S. LyJ
PNIC - -
2`I5 L.F., g••m_;PVC..SDR-35 S.S. ®5 -2.24%
- - -- 470 = LLI
324 L;F., 8 "0 PVC SDR -35 S.S ® S= 0.40% 0�
W
29 L.F.. W
o - -- ° I.E. IN - 469.99,8 °0
+w _ _ S.S. M.H. H2-OS TYPE 1 -48° 460 HIM 2 o m 8 0 PVC SDR -35 S.S.
a ® S -0.40% S.S.M.H. H2 -07 TYPE 1 -48'
�w RIM 4#2 Z39 I.E. II.E. IN = 4784.90, 8 "0
f (3 -13 = 3
f co = 3 I.E. OUT - 469.89, 8 "0 I.E. OUT = 47 4.80, 8 "0
X X X
x x
S.S.M.H. H2 -04 TYPE 1 -48"
S. S. M.H. H2 -OS TYPE 11 -48" _ _ - _. _ _... S.S.M.H. H2 -O6 TYPE 1 -48"
8:51 RIM = 4 7.85
450
RIM = 4 9.15
I.E. IN =', 468.20, 8 "0
LE. IN = 468.38, 8 "0 I.E. IN = 469.78, 8 "0
I.E. OUT 468.10. 8 "0
STA. 10 +98.20, SE 140TH
ST
INT'X STA. 14 +00.00,
SE
140TH ST
WINT'X
STA. 10 +80.58,
SE 140TH
ST
171ST AVE SE
BEGIN IMPROVEMENTS ",
= STA. 36 +53.16, 172ND AVE SE
=
FINISHED GRADE ELEV
0 INT. =
485.46
ELEV = 485.33
FI<�ISHED GRADE ELEV
®
INT. - 479.69
PVI STA =
12 +00
PVI STA - 13
PVI ELEV =
484.32
PVI'. ELEV = 47
510
_
A.D. -1.50
-
A.D. 1.5(
K = 50.00
K = 50.00
75.00'
VC;,
75.00' VC
500
0
0
000
rX
rx
00 rn
O
O
0
N W
VJ
W
+
C5
+ 490
U)
V
V
W
m
m
w1,
m
w
N
O
.509'
�nH 480
I
ORIGINAL
1,I
GROUND
±Q
W
Z
I
¢
W = 470
L,
Tn U
W Q
360 L.F.,
8 0 PVC SDR 35 S.S. ®S _
0 .ao%
W
(n
0?
460
S.S. M.H. iH2 -03. TYPE 1 -48"
_
�
RIM
= 4 4.82
I.E. IN - 466.66, 8 0
I.E. OUT = 466.56, 8 "0
450
INT'X STA. 19 +93.97. SE 140TH ST PVI ELEV 484.83
= STA. 100 +00.00, ROAD "A"
FINISHED GRADE ELEV ® INT. = 483.15 A.D. = 1.50
L.P. ELEV 478.94 H.P. ELEV = 479.39 L.P. ELEV 478.08 K = 33.33
17 +50 50.00' VC
A D. 478.69 PVI TA - 15 +82 L.P. STA -
L P STA - 210+00 H.P. STA - -= - -15 +82 - - - PVI STA - 17 +50 PVI STA 18 +50 510
PVI STA - 15 +00 P
ICI PVI ELEV 1;= iVl ELEV = 479.51 PVI ELEV - 477.83 PVI ELEV 478.83
A.D. -2.00 A.D. - 2.00 A.D. 2.00
K = 50.00 K = 25.00 K = 50.00 K = X25.00
100.00' VC 50.00' VC 100.00' VC 51 VC
N o ^ 500
N v a 0p
o N) n 0 w m w W w O,^ N
_ N.N O N r 06 O M IN e1 Lo
+ m + m _+ rn + rn ^...�.. _+�- -ro m - -. . n N PROPOSED GRADE 490 +
+ of @ Lu
OL .-
m o > J ro a N
U VV> V V m w J
m mw w w Op w V �- %_ N
w 30_%
480 H
V/
361 �'R:35 S.S. LyJ
PNIC - -
2`I5 L.F., g••m_;PVC..SDR-35 S.S. ®5 -2.24%
- - -- 470 = LLI
324 L;F., 8 "0 PVC SDR -35 S.S ® S= 0.40% 0�
W
29 L.F.. W
o - -- ° I.E. IN - 469.99,8 °0
+w _ _ S.S. M.H. H2-OS TYPE 1 -48° 460 HIM 2 o m 8 0 PVC SDR -35 S.S.
a ® S -0.40% S.S.M.H. H2 -07 TYPE 1 -48'
�w RIM 4#2 Z39 I.E. II.E. IN = 4784.90, 8 "0
f (3 -13 = 3
f co = 3 I.E. OUT - 469.89, 8 "0 I.E. OUT = 47 4.80, 8 "0
X X X
x x
S.S.M.H. H2 -04 TYPE 1 -48"
S. S. M.H. H2 -OS TYPE 11 -48" _ _ - _. _ _... S.S.M.H. H2 -O6 TYPE 1 -48"
8:51 RIM = 4 7.85
450
RIM = 4 9.15
I.E. IN =', 468.20, 8 "0
LE. IN = 468.38, 8 "0 I.E. IN = 469.78, 8 "0
I.E. OUT 468.10. 8 "0
LE. OUT = ,468.28, 8 "0 I.E. OUT = 469.68, 8 "0
20 L.F.,
8 "0 PVC SDR -35 S.S.
GAS CROSSING'
'.. '..
S= 0.40%
APPROX. 4' DEEP
10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21 +00
I
e
LIBERTY
H.S.
N
S.E.
M4YxwB
N.S.
KEY MAP
NOT TO SCALE
n
SCALE: 1"-50' HORI2.
1' =10' VERT.
50 25 0 50 100
NOTES
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO VERIFY
LOCATION AND ELEVATION PRIOR TO
CONSTRUCTION.
2. FOR TRENCH SECTION SHEET DT -01.
3. FOR SIDE SEWER CONNECTIONS SEE SIDE
SEWER CONNECTION DETAIL SHEET
SS -09. SEWER STUBS TO THE
PROPERTY LINE SHALL BE 6 -INCH 0 2%
SLOPE FROM MAIN TO RIGHT -OF -WAY
THEN UP TO SEWER STUB ELEVATION
UNLESS OTHERWISE NOTED.
4. MANHOLES LOCATED IN DRIVEWAY
APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SET A
MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISH GRADE, OR MUST HAVE
2'DIA. CONCRETE RING POURED AT
GRADE. WHERE MANHOLES LOCATED IN
PAVED AREAS, COVER MUST SLOPE IN
ALL DIRECTIONS TO MATCH PAVING.
S=362 12 6
CHECKED FOR COMPLIANCE TO CITY STANDARDS
YW -A"
wry
CONSULTING ENGINEERS LLO � � iN�ri 0 FIRST SUBMITTAL ESM /18/12 mxwxln: s °." vemlrAn w.w lqm
9 00mAve "u °s °um �y `+ '�° � 18/1991 CITY OF HERITAGE PLAT
WARNING: sqlezos 1 ®1®I�f/ SECOND SUBMITTAL ESM 25/13 q��. 10 -50' ��
Fbde,el Wey.WASB _ 2 MYLAR SUBMITTAL ESM 1/28/13 + SANITARY SEWER EXTENSION PHASE 2
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77
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SEWER STUB
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DEPTH 0 END
8 "0 S.S
PID # 7230200100
PID # 7230200110
HOUSE #17415
HOUSE #17425
FIRST FLOOR
FIRST FLOOR
ELEV. 489*
ELEV. =492±
S.S.M.H. #H2 -09, TYPE 1 -48 "4I
STA. 23 +59.36, 10.00 LT.
77
' I 78
o PAD
+ EL. =501.60
S.S.M.H. #H2 -10, TYPE 1 -48 "0
STA. 25 +85.97, 10.00 LT.
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SEWER STUB
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PID # 7230200130
RID # 7230200140
PID # 7230200150 1
HOUSE #17433
HOUSE #17441
HOUSE #17443
HOUSE #14025 1
FIRST FLOOR
FIRST FLOOR
FIRST FLOOR
FIRST FLOOR
ELEV =495±
ELEV =496*
ELEV =4993
ELEV. =5011
S.S.M.H. #H2 -10, TYPE 1 -48 "0
STA. 25 +85.97, 10.00 LT.
SE 140TH ST
INT'X STA. 25 +36.97, SE 140TH ST
= STA. 906 +71.39, ROAD "D" H.P. ELEV = 501.94
FINISHED GRADE ELEV 0 INT. = 501.81
530 H.P. STA = 25 +67.07
PVI STA 23 +75 PVI -STA -25 +76
PVI'. ELEV = 499.46 PVTI ELEV = 502.47
A.D. _ –3.00 A.D. _ –3.50
K = 66.67 K = 35.71
STA. 26 +67.55, SE 140TH ST
END IMPROVEMENTS
ELEV = 500.64
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I.E. IN = 489.81, 8 "0
I.E. OUT - x.489.71, 8 "0 I,
22 +00 23 +00 24 +00 25 +00 26 +00
CONSULTING ENGINEERS LLC 1p1�'� �4Cl' 0 FIRST SUBMITTAL ESM 09/18/12
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NOTES:
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LOCATED ONLY. CONTRACTOR TO VERIFY
LOCATION AND ELEVATION PRIOR TO
CONSTRUCTION.
2. FOR TRENCH SECTION SHEET DT -01.
3. FOR SIDE SEWER CONNECTIONS SEE SIDE
SEWER CONNECTION DETAIL SHEET
SS -09. SEWER STUBS TO THE
PROPERTY LINE SHALL BE 6 -INCH 0 2%
SLOPE FROM MAIN TO RIGHT -OF -WAY
THEN UP TO SEWER STUB ELEVATION
UNLESS OTHERWISE NOTED.
4. MANHOLES LOCATED IN DRIVEWAY
APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SET A
MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISH GRADE, OR MUST HAVE
2'DIA. CONCRETE RING POURED AT
GRADE. WHERE MANHOLES LOCATED IN
PAVED AREAS, COVER MUST SLOPE IN
ALL DIRECTIONS TO MATCH PAVING.
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530 H.P. STA = 25 +67.07
PVI STA 23 +75 PVI -STA -25 +76
PVI'. ELEV = 499.46 PVTI ELEV = 502.47
A.D. _ –3.00 A.D. _ –3.50
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CONSULTING ENGINEERS LLC 1p1�'� �4Cl' 0 FIRST SUBMITTAL ESM 09/18/12
WARNING: s3,99s ° ° °e ° °' _
sun°zos 10 I ®I I 1 SECOND SUBMITTAL ESM 01 25 13 1= �
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THE UTILITY LOCATIONS SHOWN cm, E,q,".°" L dS,w „°q , 43175 a WEI
ARE APPROXIMATE ONLY. DEPTH P ° ^ °° w° I Proj Y"n"gam°nt m "m. °ce "'M n.m° c,g gf \h x � I E
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KEY MAP
NOT TO SCALE
NOTES:
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO VERIFY
LOCATION AND ELEVATION PRIOR TO
CONSTRUCTION.
2. FOR TRENCH SECTION SHEET DT -01.
3. FOR SIDE SEWER CONNECTIONS SEE SIDE
SEWER CONNECTION DETAIL SHEET
SS -09. SEWER STUBS TO THE
PROPERTY LINE SHALL BE 6 -INCH 0 2%
SLOPE FROM MAIN TO RIGHT -OF -WAY
THEN UP TO SEWER STUB ELEVATION
UNLESS OTHERWISE NOTED.
4. MANHOLES LOCATED IN DRIVEWAY
APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SET A
MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISH GRADE, OR MUST HAVE
2'DIA. CONCRETE RING POURED AT
GRADE. WHERE MANHOLES LOCATED IN
PAVED AREAS, COVER MUST SLOPE IN
ALL DIRECTIONS TO MATCH PAVING.
SANITARY SIDE SEWERS
SEWER STUB
MIN. FF
DEPTH 0 END
ELEV. 0
DOWNSTREAM
LOTS
ELEV.
OF STUB
S.S. MAIN
S.S.M. H.
78
502.60
496.00
494.20
S.S.M.H. #H2 -9
5- 362121
tCHECKED FOR COMPLIANCE TO CITY STANDARDS
i
- -AA;A
CITY 0 F HERITAGE PLAT 09/19/201;
RENTON SANITARY SEWER EXTENSION PHASE 2 Pte°°
SE 140TH ST PLAN AND PROFILE:
DATUM
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EXISTING 8'6 S.S. I I FINISHED FLOOR ELEV. 472±
1
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500
490
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460
450
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC 13, TWP 23 N, RGE 5 E, WM, KING CO, WA
PID 111 169TH AVE SE 7229800060 I PID 111 7229800310
VACANT LOT I I VACANT LOT
I
1 EXISTING
EXISTING 12" EXISTING TELEPHONE
CONC. CULVERT FIBER OPTIC
C EXISTING
WATER
290
L.F.,
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1
8 "9
S.S
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I
PID # 7229800066 PID 111 7229800065
HOUSE #16805 HOUSE #14005
FINISHED FLOOR ELEV. =472± FINISHED FLOOR ELEV. =472±
S.S.M.H. #H2 -01, TYPE 1 -48 "4
STA. 5 +23.51, 5.00 RT.
PID # 7229800315 PID 1 7229800320 PID 111 7229800325
HOUSE #16916 HOUSE #16936 HOUSE #16940
FINISHED FLOOR ELEV =472± I FINISHED FLOOR ELEV =474± I FINISHED FLOOR ELEV. =480±
EXISTING 12"
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EXISTING 12"
CONC. CULVERT
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169TH ST SE
1
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STA. 9 +23.51, 5.00 RT.
SE 140TH ST
PID # 7229800330
HOUSE #13851
FINISHED FLOOR ELEV. =487±
1 +00
INFIX STA. 4 +39.57, SE 140TH ST
169TH AVE SE v
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290 L.F., 8 "0 PVC SDR -35 S.S. 0 S =0.40% 241 L.F., 8 "0 PVC SDR 35 S.S. 0 5 =0.40%
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RIM 47Q5 .48, 2 "� F.M. M.H. H2 -Oi TYPE 1 -48" SS.M.H. H2-02 TYPE 1 48
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EX S.S.M H. H1 10 TYPE 1 -60 "0 S.S
2 RIM
I.E. IN 465 I.E. IN = 463.27, 8 "0 I.E. IN = 464.33, 8 "0
I.E. IN = 462.01, 8"0 I.E. OUT = 463.17, 8 "0 I.E. OUT = 464.23, 8 "0
I.E. OUT = 461.91, 8 "0
2 +00
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I ®I ®ICI
Fetla,al Wey. WA 98003
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i
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400 L.F., 8 "0 PVC SDR -35 S.S. 0 S =0.56%
290 L.F., 8 "0 PVC SDR -35 S.S. 0 S =0.40% 241 L.F., 8 "0 PVC SDR 35 S.S. 0 5 =0.40%
I I
RIM 47Q5 .48, 2 "� F.M. M.H. H2 -Oi TYPE 1 -48" SS.M.H. H2-02 TYPE 1 48
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EX S.S.M H. H1 10 TYPE 1 -60 "0 S.S
2 RIM
I.E. IN 465 I.E. IN = 463.27, 8 "0 I.E. IN = 464.33, 8 "0
I.E. IN = 462.01, 8"0 I.E. OUT = 463.17, 8 "0 I.E. OUT = 464.23, 8 "0
I.E. OUT = 461.91, 8 "0
2 +00
CONSULT ® ENGINEERS LLC
H M AV n a5 ulti WARNING: saft,�
I ®I ®ICI
Fetla,al Wey. WA 98003
W NFIIN
THE UTILITY LOCATIONS SHOWN WWw.eBmcivi
aMi crd "wn "v I aoI
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ARE APPROXIMATE ONLY. DEPTH ° "'
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500
490
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O to
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480
H
r =
N
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EXISTING
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Z
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L.F.,
= W
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8 "0
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LOT800205
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PID # 7229800195
HOUSE #14011
FINISHED FLOOR ELEV =484±
1 +00
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169TH AVE SE v
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i
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400 L.F., 8 "0 PVC SDR -35 S.S. 0 S =0.56%
290 L.F., 8 "0 PVC SDR -35 S.S. 0 S =0.40% 241 L.F., 8 "0 PVC SDR 35 S.S. 0 5 =0.40%
I I
RIM 47Q5 .48, 2 "� F.M. M.H. H2 -Oi TYPE 1 -48" SS.M.H. H2-02 TYPE 1 48
- -- -- - - - - -- = 4 0.56 RIM = 4 1.85
EX S.S.M H. H1 10 TYPE 1 -60 "0 S.S
2 RIM
I.E. IN 465 I.E. IN = 463.27, 8 "0 I.E. IN = 464.33, 8 "0
I.E. IN = 462.01, 8"0 I.E. OUT = 463.17, 8 "0 I.E. OUT = 464.23, 8 "0
I.E. OUT = 461.91, 8 "0
2 +00
CONSULT ® ENGINEERS LLC
H M AV n a5 ulti WARNING: saft,�
I ®I ®ICI
Fetla,al Wey. WA 98003
W NFIIN
THE UTILITY LOCATIONS SHOWN WWw.eBmcivi
aMi crd "wn "v I aoI
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500
490
O o
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480
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r =
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in _
W
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H 0
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1 +00
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169TH AVE SE v
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i
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400 L.F., 8 "0 PVC SDR -35 S.S. 0 S =0.56%
290 L.F., 8 "0 PVC SDR -35 S.S. 0 S =0.40% 241 L.F., 8 "0 PVC SDR 35 S.S. 0 5 =0.40%
I I
RIM 47Q5 .48, 2 "� F.M. M.H. H2 -Oi TYPE 1 -48" SS.M.H. H2-02 TYPE 1 48
- -- -- - - - - -- = 4 0.56 RIM = 4 1.85
EX S.S.M H. H1 10 TYPE 1 -60 "0 S.S
2 RIM
I.E. IN 465 I.E. IN = 463.27, 8 "0 I.E. IN = 464.33, 8 "0
I.E. IN = 462.01, 8"0 I.E. OUT = 463.17, 8 "0 I.E. OUT = 464.23, 8 "0
I.E. OUT = 461.91, 8 "0
2 +00
CONSULT ® ENGINEERS LLC
H M AV n a5 ulti WARNING: saft,�
I ®I ®ICI
Fetla,al Wey. WA 98003
W NFIIN
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aMi crd "wn "v I aoI
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ARE APPROXIMATE ONLY. DEPTH ° "'
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1352- 006 -007
500
490
O o
O 1
O to
O to
480
O w
r =
N
470
in _
W
Z
J l
= W
460
H 0
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450
3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00
K GAyT
0 FIRST SUBMITTAL ESM /18/12 wxvLrm scvc ,� w.w ��
1 SECOND SUBMITTAL ESM 1/25/13 CITY OF
vEavm, 1 �.� ��
2 MYLAR SUBMITTAL ESM 1/28/13
3 1ST REVISION ESM /10/13 nog -" R E N TO N
4 REVISED MYLAR SUBMITTAL ESM /19/13 am®: 1 _� 0�1�E 1_Np�1 DATUM
� rl . I Planning /Building /Public Works Dept.
s /OVAL ESN 9/f9113 NO. REVISION BY DATE APPR �""�� �"` ""�""'''
n
SCALE: 1 ° =50' HORIZ.
1 " =10' VERT.
50 25 0 50 100
i
LIBERTY
H.S.
NOTES:
wrwow
M.S
KEY MAP
NOT TO SCALE
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO VERIFY
LOCATION AND ELEVATION PRIOR TO
CONSTRUCTION.
2. FOR TRENCH SECTION SHEET DT -01.
3. FOR SIDE SEWER CONNECTIONS SEE SIDE
SEWER CONNECTION DETAIL SHEET
SS -09. SEWER STUBS TO THE
PROPERTY LINE SHALL BE 6 -INCH 0 2%
SLOPE FROM MAIN TO RIGHT -OF -WAY
THEN UP TO SEWER STUB ELEVATION
UNLESS OTHERWISE NOTED.
4. MANHOLES LOCATED IN DRIVEWAY
APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SETA
MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISH GRADE, OR MUST HAVE
2'DIA. CONCRETE RING POURED AT
GRADE. WHERE MANHOLES LOCATED IN
PAVED AREAS, COVER MUST SLOPE IN
ALL DIRECTIONS TO MATCH PAVING.
5- 362128
CHECKED FOR COMPLIANCE TO CITY STANDARDS
HERITAGE PLAT 09/19/20t
SANITARY SEWER EXTENSION PHASE 2'°°
SE 140TH ST PLAN AND PROFILE:„
STA, 1 +00.00 TO STA 10 +00.00 SS -08
9E 12 15
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(SEWER VAIN TO PROPERTY LINE) SEPTEMBER
MANIICLC FRAME /.ND COVER
6' SE- SID. PLAT( 401
2 SE. NOTE 6
AAOSDJENT RINGS (2" MIN.)
12" MAX.
MORTAR AYN'(5', (3 /e NINJ
SEE NOTE 5
i:(Krt (t r.CENTRI,",)
RUF.RFR GAUETED JOINTS IN
A!:CCAl1ANCE %IlH ASTM C -143
SIPS - =O- YPROPY:INF STEPS
SHALL BC wCLLDLD
7' MIN.
A'
CONCRETE FIBER BY PIPE INC.,
OR APPROVED FOAL.
L
l2' T' -YP, LWCER- POLYPROPYLENE
1 SHALL BE ATTACHED 10 MANHOLE
1 MAX. PIPE SIZE
CONCRETE SHLO
19. _
'RECAST BASE SECTION
OR .'.PST IN SELF.
V -
1
NOT TO SCALE
dOT6.
1. STEPS N BE POLYPROPYLENE SAFETY STEPS
2. STEPS ARE TO BE IN PUCE BEFORE MANHOLE SECTIONS ARE IN ALLED.
3. CASTING SAII BE PER STD i AN ADS.
{ NANIO F W,-IONS ID BE OF RDNFORCEC PRECAST CENCI
5. ALL .OIM BETWEEN THE CONE, RISER FINDS. BRCKS AND WING SNAIL BE GRCUTED.
S. ADJ,:STMONT OF THE CASTING TO GRAUE BFALL BE ACCONFUSHED Wm A COMENATON K
ADJUSTMENT RING$ BRICKS AND M041AR ONLY. MIMS SHALL BE STAGGERED M CREATE A RJNN'NG
BOND M 1/2 BOND. TH7 ME or MIMS IS PROHIBITED
7, SANITARY SEWER MANNOES SHALL HAVE AL_ INIFROR SURFACES. 'NCLUDING CHMNEUNG,
COATED (SEALED) VAN A HGH SOLOS UREIHANE GOADING; WASSER NC- AROSHIELD OR
APPROVE) !Q I` COLOR OF COATING SHALL BE WFIT,
B. RUBBER GAS[ETED JOINTS SHAM BE IN CONFORMANEF VA TIM ASTN -03.
9. CHANNEL (EIGHT SHALL BE A NNIMUM Or 3/4 OF N- INSIDE DIAMETER OF THE LARGEST PIPL.
10. CCrINECTIONS TO MANHOL SHALL BE MADE USING G=I[ ADAPTOR, KM -N -SEAL BOOTS OR
APPROVED EQUAL
it. IN UNIYPROVD AREAS. MANHOLES S AI I. FxMW A MAN 'MI N OF 6' AND A MAMMON OF 12"
MOVE rimsir O GRl6E OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE NINES PO113n AT GRADE.
IN PAYED AREAS, COWR "ST SLOPE IN ALL DIRECTIONS TC MATCH PAWNG
PLRWC WORKS 3ID. PIAN
DEPARTMENT STANDARD SANITARY MANHOLE
• v SEPT31®ER 2011
48" Yd
51' NH
'A' _
5a"
•0• •C•
•0•
•F•
6" MIN.
5'MIN
74" MIN.
21• .f,.
8' MIN.
5.5' MIN.
24" MIN.
24' LJ.
60' MII
_ -6p'
8" MIN.
6' NN.
42' MIN.
?0' L0.
ME •WE
ull n" sux wYEr
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1:k5 MIX
CONCRETE
D-OCKING
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(CAST .{]FOCI. FON W'.'AME wNP +'G AR6JND THE SN] PNC
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SFELIR"SFWEi' ON IC.
sFt SIT. =CAA .0.T( FaR
NSVAUn0+1
ACQPTµ.E PBOCFJURES FOR BIIF S-l1FR CCNALGrICN6 i0 PAIN
NINES µf AS fC11 nW5'
A NTBIRED CAT YNV - OUT IN F v65' TEE USIVC il£kIeHF
f.CUPAIN46 (FE:NW OR RFPPDIF➢ EdIRL).
E- mxciElE uav - cY+F -pRIUD wI1 A RCNAL SADDLE (OR
AIYNIOKD fcuq.
C. PVC MAX - DYE -DONNE] wM A PCUAC SR[ILLE (QT APPROVE)
EOU.4) OR CUT IN i MN' 'EE J9YG PoMD Ctt'PJNGS.
J. CNfi1F RAN yPIY - CCnFDRILLLD N1M G RLNRC SRDDIF (,"M
APFMIwO EQUAL)
F. MANHOLE CONNECTION - ALL C:NMFI CNS TO kµXttE5 SHALL BC
A' •lµJfRCIIRED kNOCS -W15 OR iHf
smJC1uPL vHA1 BE
ON PIPE
:ROV FIRE. OOt
M
IETGS;�,'SNG
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H0R120NTAL
SEWEF MAIN
IYPICA' cI�F SEWER
yINf:. fNO. F
CF TEE AT NMN OVER 2,
EI,Ey!fllidi
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1W.ICiEVER IS _0'AfR.
crRE- GNUEJ.
l ' � � fi" SIDE OUT-ET TEE
} SFWFR
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ISw -CH �(_+,LQC
PIKNFR fl- :VA -ON
NO-E:
UNlE55 OnICR1WY SHOWN ON P:AN, SIDE SFWEH SNAIL NAVE
A MINIMUM 2.5' COVER AT PROPERTY MIN! ON 3 -5' LOWER
THAN THE LOVES' HOUSE ELEVATION.
2011
'HDLTHpLES - 3 PLCS
EQUALLY SPACED 120'
APART ON 23 1/16' (506nn)
TIN P.C. (SEE DETAIL)
IT
3/4' I [25^^T
[19rN] JIJI.
a a/a• ' z vz•
1
COVER &FRAME
PLAN VIEW
222nnJ - [69nnJ
TYP
COVER SECTION VIEW
COVER BOTTOM VIEW
(r 3: BLT SOD. (ALLEN HEAD)
31
X 13 SS
RUBBER WASHER
EON BOLTING DETAIL
J:A
C6 .t
DIA..HI Vv
.. �] Ce7rwil [firm] ' � r [27rN
' NCCPRCVC W ET -r
[I52nn1 [inn]
� NAB' J, �
5 /B• T 2
3 3R8- ➢IA CL OPEN LRa'"1
� GASKET GROOVE DETAIL
SIA
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING UD PER EAST
JORDAN IRON WORKS INC. NO. 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"GRAIN" ON COVER), SANITARY (SPECIFY
"SEWER "), OR WATER (SPECIFY "'MATER ").
M. PLAN -401
• � N MANHOLE FRAME AND COVER
'
MARCH
2008
W (SEE NOTE 4)
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 6) -�
FOUNDATION LEVEL -.
LIMITS OF PIPE ZONE
1' 10'•
OF PIPE
M
BEDDING FOR SANITARY SEWER PIPE 5.
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HMO TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 957 MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HANG TAMP ONLY.
9. SEE "EXCAVATION AND PREPARATION OF TRENCH" N THE SANITARY
SEWER SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH
WIDTH "W' AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE
ACTUAL TRENCH WIDTH.
TRENCH BACKFlLL SHALL CONFORM TO "BACKFILLING" IN THE SANITARY
SEWER SECTION OF THE STANDARD SPECIFlCATONS, EXCEPT THAT
ROCKS OR LUMPS LARGER THAN I" PER FOOT OF PIPE DIAMETER
SHALL NOT BE USED IN THE BACKFlLL MAIEPoAL.
S. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFWI FOR DRAINS" AS
SPECIFIED IN THE AGGREGATES SECTION Of THE STANDARD
SPECIFICATIONS.
7,
PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE ROW
LINE IS MAINTAINED.
PUBLIC WORKS PIPE BEDDING SI PLAN -606
• O 7 DEPARTMENT FOR
SANITARY SEWERS MARCH 2000
RECESSED
OFT POCKET
� i(" - II N.G SOCKET IU 2" AC.
SCREW I Y.' LONG
\ (BRONZE DR 8.S) L
%�� )f• x 2- RAISED PADS
6- CONCRETE \
CLASS 3000 `FIBER JOINT
PACKING
12 Yi
l WATER TIGHT
a"
R• PLUG
2" � >b•
K•
2'
11' } !TP
12 Y.'
14
J�
CAGY IRON RING AND COVER P PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
PLUG 70 BE SEALED
IN SANE MANNER AS
VAIN SEVER JONTS.
NOTES
1. B- CLEANOItTS SHALL BE EAST JORDAN IRON WORKS, INC.
N9. 3698 OR EQUAL. CLEAN OUT SHALL BE A WRIER TIGHT ASSEMBLY.
2 IN UNIMPROVED AREAS, POUR A 1'-0' THICK, 2' -0' 6WME
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
81'D. PLAN
{ � {
PUBLIC WORKS 8 OR 6 INCH CLEAN-OUT -- - DEPARTMENT
MARCH
NARLIT 2008
5- 362129
® CONSULTING ENGINEERS LLG D FIRST SUBMITTAL ESM W/18/12 wR.'nm: sFATe vERMNa w,w l9E6
334008M Avonua Sou [M1 ` NUItlZprtll R'➢ IBNT /1981
WARNING: GRxRaDS � � 1 SECOND SUBMIRAL ESM m /25/13 bra NISI Ns. _ CITY OF
Feaeml Way. WA areos 2 MYLAR SUBMITTAL ESM rDATE3 pr ^TO�
www.esmcivil.com �� ��`. 3 1ST REVISION ESM °PAM11' I \ L I V
THE UTILITY LOCATIONS SHOWN GM, �,,, ° „ „ °, °,�, wNNk�9 „�, PIan°, °, F,3175 0
ARE APPROXIMATE ONLY. DEPTH Pub "` " °'"' � Pr °,. °I M9xc9.m.oL I Lun9.o =P. lv=HR.cWr. SJ�ISTEI� a REVISED MYIAR sueMITTAL ESM g1I99(FD: W �� DATUM Planning/Building/Public Works Dept.
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1352- 006 -007 tlNAL 91f 9113
N0. REVISION BY APPR IW1� sG,EN,N,Y
Utility Specifications
Sanitary Sewer Notes and Specifications
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY.
1. All work and work material shall be In conformance with the standards and specifications
of the City of Renton Planning)Huikfing /Public Works Department and the latest edition
of UIC WSDOTJAPWA Standards and Specifications, as approved and modified by the
City of Rennin in the Replan Standard Plans S Specifications. A se[ of approved plans
shall be kept on site at all times during construction.
2. The hours of work in the street right of way shall be per City specifications an weekdays
unless otherwise approved in writing by the Planning/Building/Public Works Department.
An approved traffic control plan must he obtained prior to beginning any work within
public right of way.
3. All locations of existing uBlities 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.
4. A pre-construction conference and a 24 hour rlotice shall be required prior to starting
new construction. It shall be the contractor's responsibility to severe all necessary
permits prior to starting consWCtlon. (Inspection will be accomplished by a
representative of the (Sty of Renton.) It shall be the conhal3or's responsibility to notify
the Public Works Inspector 24 hours in advance of baddilling all construction.
S. Contractor is solely responsible for the means, methods and sequences of construction
and for the safety of workers and others on the construction site
6. It shall be the responsibility of the contractor to obtain street use and any other mated
permits prior to any ronstruc0on.
7. Plans approved by the City of Renton, Public Works Department shall take precedence
over all other plans.
8. A copy of these approved plans must be on the job site whenever construction Is In
progress.
9. The contractor shall provide the City of Renton with an as -bulk drawing of the sanhary
sewer system, which has been stamped and signed by a licensed professional engineer
or licensed professional surveyor.
10. earkfll shall he placed equally on both sides of the pipe In layers with a loose average
depth of 6 inches, maximum depth of 8 Inches, thoroughly tamping each layer to 95
percent of maximum density. These compacted layers must extend For one pipe
diameter on each side of the pipe or to the side of the trench. Materials to complete the
fill over pipe shall be the same as described.
11. Open cut road crossings for utility trenches on existing traveled roadway shall be
backfilled with mJShed rak and mechanically compacted unless otherwise approved by
12. Datum for Vertical Control shall he North American Vertical Datum 1988 Meters, and for
Horizontal Control shall be North American Datum 1983 /1991 Meters unless otherwise
approved by the City of Renton Public Works Department. Reference benchmark and
elevations are oohed on the plans.
13. All disturbed areas shall be seeded and mulched or otherwise stabilized to the
sa[isfaHilon of the Department for the prevenUOn of on -site erosion after the completion
of ronsuvdlon.
14. All pipe and appurtenances shall be laid on a properly prepared foundation in
accordance with the standards and specifications of the City of Renton
Planning/Building/Public Works Department and the latest edition of the WSDOT /APWA
Standards and Specifications, as approved and modified by the City of Renton In the
Renton Standard Plans & Specifications. This shall inducts necessary leveling of the
trench bottom or the top of the Foundation material, as well as placement and
compaction of required bedding material, to uniform g2de 5o that the entire length of
the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be
pea gravel 6 inches above and below the pipe.
15. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASIAN D 3034,
SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility.
16. In unimproved areas, manhole to extend minimum 61nHd1es and maximum 12 Inches
above finished glade or must have minimum Y diameter concrete ring pound at grade.
In paved area, rover must slope in all directi
ons [o match paving.
CHECKED FOR COMPLIANCE TO CITY STANDARDS
HERITAGE PLAT
SANITARY SEWER EXTENSION PHASE 2
SANITARY SEWER DETAILS
Os /1
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A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC 13, TWP 23 N, RGE 5 E, WM, KING CO, WA
168TH AVE SE
I' -.. I PID # 7229800055 PID # 7229800060
- I I.. HOUSE $1616804 VACANT LOT
I FINISHED FLOOR ELEV. =4723
1
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--
6 458 460 462 464 i t: I D
PID # 7229800066
1 HOUSE #16805
1 I: `A \ 1 FINISHED FLOOR ELEV. =4723
PID # 7229800065
HOUSE #14005
FINISHED FLOOR ELEV =4723
169TH AVE SE
1
I
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1
1
1
1
SE 140TH ST
1
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PID # 7229800310
VACANT LOT
10 �lm
WIN
(i INT'X
PID # 7229800315
HOUSE #16916
FINISHED FLOOR ELEV. 4723
FILTER FENCE
(TYP.) SEE DETAIL
SHEET DT -01
-EDGE OF
PAVEMENT
PID If 7229800210
VACANT LOT
STA. 4 +39.57, SE 140TH ST
169TH ST SE
N: 176687.72
E: 1323416.42
SEE SITE SURVEY CONTROL PLAN
SHEET KEY -SV
PID If 7229800320
HOUSE #16936
FINISHED FLOOR ELEV =4743
PID # 7229800205
VACANT LOT
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PID # 7229800325 PID # 7229800330 171ST AVE SE
HOUSE #16940 HOUSE #13851
FINISHED FLOOR ELEV =4803 FINISHED FLOOR ELEV. =4873 1
1 1
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D I HOUSE #13854
I I FINISHED FLOOR ELEV =4843
Z D 1 I
47 ._.. B -- — -- i PROPOSED OVERLAY IMPROVEMENTS ALONG
a -�F -- 4aa - _ — __— SE 140TH ST EAST OF 171ST AVE SE ARE
O a -' - - - �-^�.�.� ON THE HERITAGE PLAT ROAD AND STORM
IJ - -- CONSTRUCTION PLANS.
00
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VACANT LOT HOUSE #14011 VACANT LOT
FINISHED FLOOR ELEV. =4843
CONSULTING ENGINEERS LLC
WARNING: " " " °s ° "'" I ®I ®ICI
Sulu "2()5 sos
Fetler°I W°y, .98003
W �I]
THE UTILITY LOCATIONS SHOWN uy .Ww�.esmci Uhd Su m, 1. PI ...
ARE APPROXIMATE ONLY. DEPTH " "°"° W °"° I Fp"" r-41 "` I "_�_"
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1352- 006 -007
171ST ST SE
S E 1 40TH ST POINT :1 241 CASED MONUMENT
6649.30
E: 1324056.30
SEE SITE SURVEY CONTROL PLAN
SHEET KEY -SV
n
SCALE: 1'=50' HORIZ'
1" =10' VERT.
50 25 0 so
NOT TO SCALE
100
NOTES:
1. EXISTING UTILITIES ARE SURFACE LOCATED
ONLY- CONTRACTOR TO VERIFY LOCATION
AND ELEVATION PRIOR TO CONSTRUCTION.
2. PRIOR TO TRENCHING ALL HARD
SURFACES (PAVEMENT, CONCRETE,
DRIVEWAYS ETC.) ARE TO BE SAWCUT
FULL DEPTH.
3. PROPERTY CORNERS, RIGHT -OF -WAY
MARKERS, SURVEY MONUMENTS AND
FENCES THAT MAY BE REQUIRED TO BE
REMOVED OR DISTURBED BY
CONSTRUCTION SHALL BE FIRST LOCATED
AND REFERENCED BY A SURVEY AND
RESTORED IN THEIR ORIGINAL CONDITION
AND LOCATION AFTER CONSTRUCTION IS
COMPLETED BY A LICENSED
PROFESSIONAL SURVEYOR. IF MONUMENTS
NEED TO BE RAISED TO NEW GRADE,
SAID RAISING SHALL BE IN ACCORDANCE
WITH 2007 KING COUNTY STANDARD
DETAILS 5 -019 AND 5 -020.
LEGEND
C PROPOSED PAVEMENT RECONSTRUCTION
AREA. ACTUAL LIMITS OF
RECONSTRUCTION TO BE DETERMINED
BASED ON SITE CONDITIONS.
PEA GRAVEL FILL SAND BAGS
�i PER KING COUNTY STANDARDS
CHECKED FOR COMPLIANCE TO CITY STANDARDS
S=362 13 0
0 FIRST SUBMITTAL ESM /18/12
HERITAGE PLAT 09/19/201
1 SECOND SUBMITTAL ESM 1/25/13 otsRm Y-5o' �1VD 1 "�' E'A CITY OF
2 MYLAR SUBMITTAL ESM 1128113 BND REN TON SANITARY SEWER EXTENSION PHASE 2 P
3 1ST REVISION ESM /10/13 pa SE 140TH ST mwN°Iq
ONE'Ntl1 DATUM R� -01
4 REVISED MYLAR SUBMITTAL ESM /19/13 a AN F rwrLL Planning /Building /Public works Dept. ROADWAY RESTORATION PLANS R
NO. REVISION BY DATE APPR "Ppgp'FD w N y sm: R:
1415
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DEPAR_MENT CEDSS SECTIONS
MARCH 2000
AT Fong u� rtawrt, Fw FFO,1w
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WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1- 800 - 424 -5555.
FILTER FENCE
NOTmspnLE
IF CONNECTION TO EXISTING ASPHALT IS -
REQUIRED THE SAWCUT ALONG PAVEMENT
EDGE SHALL BE 2" DEEP. THEN REMOVE
AND OR GRIND EXISTING ASPHALT SO THAT
OVERLAY MATCHES EXISTING PAVEMENT.
EMULSIFIED ASPHALT GRADE CSS -1 TACK
SHALL BE APPLIED TO EDGE OF EXISTING
PAVEMENT. ALL JOINTS SHALL BE SEALED
USING PAVING ASPHALT AR4000W.
CRUSHED SURFACING TOP COURSE SHAT
BE ADDED TO SHOULDER TO TRANSITION
EDGE OF ASPHALT OVERLAY TO THE
SHOULDER.
/6�
EXISTING EDGE
OF PAVEMENT
(VARIES)
6.5" CRUSHED SURFACING MATERIAL AND-/
HMA 1/2" THE SAME THICKNESS AS THE
EXISTING ASPHALT PAVEMENT OR A MINIMUM
OF 2 INCHES, WHICHEVER IS GREATER.
SEE PROJECT SPECIFICATIONS
UTILITY BACKFILL INFORMATION
OVERLAY FULL WIDTH WITH A MINIMUM
OF 1.5" COMPACTED HMA 1/2"
SEWER
WIDTH VARIES
FULL WITH OVERLAY
Lrd
EXISTING EDGE
OF PAVEMENT
(VARIES)
_._ "'w /i / /ii 7 // / , .,. _.._...
NOTES:
1. ALL TRENCHES IN ROADWAY AREAS SHALL BE
BACKFILLED AND TEMPORARILY PATCHED WITH ASPHALT
AT THE END OF EACH WORK DAY. THIS WORK IS
INCIDENTAL TO ALL TRENCH RESTORATION WORK.
2. THE ROADWAY SHALL BE REBUILT WITHIN TWO (2)
WEEKS OF FINAL INSPECTION AND APPROVAL OF UTILITY
INSTALLATION.
3. IF CONSTRUCTION OF SANITARY SEWER FORCE MAIN
WITHIN SE 144TH STREET OCCURS OUTSIDE OF THE
FOG LINE THE UTILITY PATCH AND OVERLAY ONLY
NEEDS TO EXTEND TO FOG LINE AS OPPOSE TO
CENTERLINE OF ROADWAY. HOWEVER, IF THE UTILITY
IMPROVEMENTS EXTEND INTO THE TRAVEL LANE A FULL
WITH OVERLAY IS REQUIRED.
CRUSHED SURFACING TOP COURSE SHALL
BE ADDED TO SHOULDER TO TRANSITION
EDGE OF ASPHALT OVERLAY TO THE
SHOULDER.
IF CONNECTION TO EXISTING ASPHALT IS
REQUIRED THE SAWCUT ALONG PAVEMENT
EDGE SHALL BE 2" DEEP. THEN REMOVE
AND OR GRIND EXISTING ASPHALT SO THAT
OVERLAY MATCHES EXISTING PAVEMENT.
EMULSIFIED ASPHALT GRADE CSS -1 TACK
SHALL BE APPLIED TO EDGE OF EXISTING
PAVEMENT. ALL JOINTS SHALL BE SEALED
USING PAVING ASPHALT AR4000W.
CHECKED FOR COMPLIANCE TO CITY STANDARDS
S.E. 140TH ST (KING COUNTY ROAD)
RESTORATION DETAIL S=362 i 3
NOT TO SCALE
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4 REVISED MYLAR SUBMITTAL ESM 09/19/13 CnEa . Planning/Building/Public Works De < DT -01
AAA F;pTa P ROADWAY DETAILS
NO, REVISION BY DATE APPR oF:
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EXISTING EDGE
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6.5" CRUSHED SURFACING MATERIAL AND-/
HMA 1/2" THE SAME THICKNESS AS THE
EXISTING ASPHALT PAVEMENT OR A MINIMUM
OF 2 INCHES, WHICHEVER IS GREATER.
SEE PROJECT SPECIFICATIONS
UTILITY BACKFILL INFORMATION
OVERLAY FULL WIDTH WITH A MINIMUM
OF 1.5" COMPACTED HMA 1/2"
SEWER
WIDTH VARIES
FULL WITH OVERLAY
Lrd
EXISTING EDGE
OF PAVEMENT
(VARIES)
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NOTES:
1. ALL TRENCHES IN ROADWAY AREAS SHALL BE
BACKFILLED AND TEMPORARILY PATCHED WITH ASPHALT
AT THE END OF EACH WORK DAY. THIS WORK IS
INCIDENTAL TO ALL TRENCH RESTORATION WORK.
2. THE ROADWAY SHALL BE REBUILT WITHIN TWO (2)
WEEKS OF FINAL INSPECTION AND APPROVAL OF UTILITY
INSTALLATION.
3. IF CONSTRUCTION OF SANITARY SEWER FORCE MAIN
WITHIN SE 144TH STREET OCCURS OUTSIDE OF THE
FOG LINE THE UTILITY PATCH AND OVERLAY ONLY
NEEDS TO EXTEND TO FOG LINE AS OPPOSE TO
CENTERLINE OF ROADWAY. HOWEVER, IF THE UTILITY
IMPROVEMENTS EXTEND INTO THE TRAVEL LANE A FULL
WITH OVERLAY IS REQUIRED.
CRUSHED SURFACING TOP COURSE SHALL
BE ADDED TO SHOULDER TO TRANSITION
EDGE OF ASPHALT OVERLAY TO THE
SHOULDER.
IF CONNECTION TO EXISTING ASPHALT IS
REQUIRED THE SAWCUT ALONG PAVEMENT
EDGE SHALL BE 2" DEEP. THEN REMOVE
AND OR GRIND EXISTING ASPHALT SO THAT
OVERLAY MATCHES EXISTING PAVEMENT.
EMULSIFIED ASPHALT GRADE CSS -1 TACK
SHALL BE APPLIED TO EDGE OF EXISTING
PAVEMENT. ALL JOINTS SHALL BE SEALED
USING PAVING ASPHALT AR4000W.
CHECKED FOR COMPLIANCE TO CITY STANDARDS
S.E. 140TH ST (KING COUNTY ROAD)
RESTORATION DETAIL S=362 i 3
NOT TO SCALE
0 FIRST SUBMITTAL ESM 09/18/12 w"�£Di seuc a,E
"G
1 SECOND SUBMITTAL ESM 01/25/13 M'S "W CITY OF HERITAGE PLAT 09/19/201
, xaazomn: ^'"� iew�,eei .�
2 MYLAR SUBMITTAL ESM 01/28/13 BNli SANITARY SEWER EXTENSION PHASE 2
xRN9: RENT 0 N F�
3 1ST REVISION ESM 09/10/13 OCL DATUM
q1E IKX 0RVM0 NP.
4 REVISED MYLAR SUBMITTAL ESM 09/19/13 CnEa . Planning/Building/Public Works De < DT -01
AAA F;pTa P ROADWAY DETAILS
NO, REVISION BY DATE APPR oF:
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prepared by
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SUITE 205
FEDERAL WAY, WASHINGTON 98003
Phone: (253) 838 -6113
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ESM JOB NO. 1352- 020 -011
BY I DATE I APPR
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9725 SE 36TH STREET, SUITE 214
MERCER ISLAND, WA 98040
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prepared by
33400 8TH AVENUE S.
SUITE 205
FEDERAL WAY, WASHINGTON 98003
Phone: (253) 838 -6113
TIWmok
ESM JOB NO. 1352- 020 -011
BY I DATE I APPR
Sheet
SHEET NO. DRAWING NO
1
COV -01
2
LG -01
3
KEY -SV
4
KEY -SS
5 -10
SS -01 - SS -06
11
SS -07
12
KEY -RD
13 -15
RD -01 - RD -03
16
DT -01
AS —BUILT CERTIFICATION
I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE
THAT THE INFORMATION SHOWN HEREON REFLECTS THE
AS— CONSTRUCTED CONDITIONS." THIS CERTIFICATION
IS BASED URON WORK PREPARED IN ACCORDANCE WITH
GENERALLY A,CCEPTtD PROFESSIONAL ENGINEERING
Ms
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If NOL CNE Yldl
5WE IhOfldINiY
VFRIKH: IIwD 19W
CITY OF
-� RENTON
DATUM
Planning /Building /Public Works Dept.
Index
DESCRIPTION
COVER SHEET
LEGEND AND GENERAL NOTES
SITE SURVEY CONTROL
SANITARY SEWER EXTENSION KEY MAP
PLAN AND PROFILE
SANITARY SEWER DETAILS
ROAD RESTORATION KEY SHEET
ROADWAY RESTORATION PLAN
ROADWAY DETAILS
5- 361132
CHECKED FOR COMPLIANCE TO CITY STANDARDS
HERITAGE PLAT SANITARY SEWER EXTENSION
PHASE 1 (LIBERTY HIGH SCHOOL)
COVER SHEET
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EXISTING
PROPOSED
ROADWAY
s
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ROADWAY CENTERUNE
a+
----- ----�-
PROPERTY / LOT LINE
A
A
RIGHT -OF -WAYBOUNDARY
4
LINE
LINE
M
M
EASEMENT LINE
- — —
— — -
BUILDING SETBACK LINE
- -- ------- - ----- -----
- - - - -. -. _.....
ROLLED CURB AND GUTTER
A
- — — -
VERTICAL CURB AND GUTTER
t
t
CONTOUR (MINOR)
-- - - -- - --
-- ail --
CONTOUR (MAJOR)
- -- 820 - --
--
FOOTING DRAIN FLOWPATH
.�--
i-►
SPOT ELEVATION
x
T
TOP/TOE OF SLOPE
.J 1 - ---- j_.
-------- 1_- _ -_J -.
CONCRETE SIDEWALK
f...........;r...:.....s::3
0
CONCRETE BLOCK WALL
ROCKERY
0
BARRICADE
;..
PAD MOUNTED TRANSFORMER
BOLLARDS
.
.
MAILBOX
I:
o
DOWNSPOUTS
o
0
STORK DRAINAGE
CATCH BASIN TYPE 1 W /GRATE
s
CATCH BASIN TYPE 1 W /SOLID LID
X
SIGNAL JUNCTION BOX
CATCH BASIN TYPE 2 W /GRATE
C
SANITARY SEWER STUB MARKER POST
CATCH BASIN TYPE 2 W /SOLID LID
C
STORM DRAIN MANHOLE
OO C,
_
BEEHIVE MANHOLE
+
YARD DRAIN (ROUND LID)
0
TRAFFIC SIGNAL POLE W /UGHT
YARD DRAIN
STORM DRAIN STUB MARKER POST
STORM DRAIN CLEAN -OUT
_
STORM DRAIN PIPE
D
-
ROOF DRAIN
------ ------ - - - - --
�-
SO SERVICE 6' CPEP WITH
FIBER OPTIC STUB MARKER POST
INVERT O END OF PIPE
_ o
CATCH BASIN
SANITARY SEWER MANHOLE
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SANITARY SEWER CLEANOUT
0 ocs
0
SANITARY SEWER GRAVITY
s
—�
SANITARY SEWER FORCE MAIN
a+
----- ----�-
TRAFFIC
STRAIGHT /RIGHT TURN ARROW
A
A
STRAIGHT /RIGHT TURN ARROW
4
LEFT /RIGHT TURN ARROW
M
M
STRAIGHT /LEFT /RIGHT TURN ARROW
DEBRIS PILE
+
LEFT TURN ARROW
h
..
RIGHT TURN ARROW
A
POWER POLE W /LIGHT
STRAIGHT ARROW
t
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HANDICAP PARKING
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&
BIKE LANE
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TRAFFIC SIGN
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INFORMATION SIGN
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STREET LIGHT
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CONSTRUCTION SEQUENCE:
1. THE CONTRACTOR SHALL COMPLETE THE INSTALLATION OF THE
SANITARY SEWER UNES WITHIN ONLY ONE ROADWAY BLOCK AT A
TIME AND SHALL COMPLETE THE TEMPORARY HOT -MIX ASPHALT
RESTORATION OF EACH ROADWAY BLOCK BEFORE BEGINNING
WORK IN ANOTHER BLOCK.
2. TEMPORARY RESTORATION OF TRENCHES FOR OVERNIGHT USE
SHALL BE ACCOMPLISHED BY USING HOT -MIX ASPHALT (HMA).
STEEL PLATES MAY BE USED OVERNIGHT TO COVER THE LAST
SECTION OF TRENCH. STEEL PLATES MUST BE PINNED DOWN
AND ASPHALT RAMPS /WEDGES MUST BE PLACED ROUND THE
PLATES. STEEL PLATES SHALL NOT BE USED ON STEEP GRADES
OR WHERE STEEL PLATES PRESENT A ROADWAY HAZARD.
{i`iil;Ceffvr-5l 1142:
Qi - WETLAND WITH BUFFER
T.E.S.C.P.
— — — CLEARING LIMITS
—x— FILTER FABRIC FENCE
CUTOFF SWALE
- INTERCEPTOR DITCH
-- - - -�-- N.G.P.E. FENCE
® J OBM A.u. S. up EERS LLC
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WARNING: FWcraiWay,WA98009 I ®I ®ICI
THE UTILITY LOCATIONS SHOWN www•esmcivil.com
Girl Erpi,s,Lp I Pnject Ya�iwgsmnt I LaM,copaMM1ilaturc
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1352- 020 -011
fs
0
0
ROCK CHECK DAM
SEDIMENT FILTER
STRAW BALE
GRAVEL CONE
RIP RR PAD
CONSTRUCTION ENTRANCE
3
No.
STREAM WITH BUFFER
SURVEY
09 PROPOSED MONUMENT IN CASE
® FOUND MONUMENT IN CASE
@am PROPOSED MONUMENT (AS DEFINED)
®am FOUND MONUMENT (AS DEFINED)
A DELTA
(R) RADIAL BEARING < >
(NR) NON- RADIAL BEARING
L RC LENGTH
ABBREVIATIONS GENERAL NOTES:
1. ALL WORK MATERIAL SHALL BE IN CONFORM
WITH THE
AVE AVENUE ID INSIDE DIAMETER LATEST STANDARDS AND SPECIFICATIONS OF THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT AND THE 2008 EDITION OF
AC ASBESTOS CEMENT PIPE IE INVERT ELEVATION THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS
APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE
ADJ ADJACENT IN INCHES RENTON STANDARD PLANS & SPECIFICATIONS. SOME STANDARD
ALUM ALUMINUM DETAIL DRAWINGS MAY HAVE BEEN MODIFIED FOR THE CONTRACT.
L LENGTH THE CONTRACTOR SHALL REFER TO DETAIL DRAWINGS INCLUDED
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE LB POUNDS IN THE CONTRACT DOCUMENTS. A SET OF APPROVED PLANS
SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
R ANGLE POINT LF LINEAL FEET
2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN RE APPROXIMATE
ASPH ASPHALT MAX MAXIMUM AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS MFR MANUFACTURER THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
DISTURBANCE. FOR UTILITY LOCATES CALL 800- 424 -5555 (OR
ASSY ASSEMBLY MH MANHOLE 811) A MINIMUM OF 72 HOURS PRIOR TO EXCAVATION.
BF BLIND FLANGE MIN MINIMUM 3. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE
BLDG BUILDING MJ MECHANICAL JOINT SUBMITTED AT THE PRE — CONSTRUCTION MEETING. ANY
MODIFICATIONS TO THE APPROVED TRAFFIC CONTROL PLAN SHALL
BILK BLOCK MISC MISCELLANEOUS BE RESUBMITTED AND APPROVED PRIOR TO IMPLEMENTATION.
80 BLOW OFF N NORTH 4. ALL FITTINGS SHALL BE BLOCKED PER CITY OF RENTON
BOW /BW BOTTOM OF WALL NO NUMBER STANDARD DETAILS UNLESS OTHERWISE NOTED.
BVC BEGIN VERTICAL CURVE 5. THE CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO
NITS NOT TO SCALE REMOVE DUST AND DEBRIS FROM PAVEMENT AREA AS DIRECTED
BW BACK OF WALK OC ON CENTER BY THE ENGINEER. FLUSHING OF STREETS SHALL NOT BE
PERMITTED.
CTR CENTER OD OUTSIDE DIAMETER
CB CATCH BASIN 6. BEFORE COMMENCEMENT OF TRENCHING, THE CONTRACTOR
OHW ORDINARY HIGH WATER SHALL PROVIDE A CATCH BASIN FILTER FOR ALL DOWNHILL
CI CAST IRON STORM DRAIN INLETS AND CATCH BASINS. THE CONTRACTOR
PI POINT OF INTERSECTION SHALL PERIODICALLY INSPECT THE CONDITION OF ALL FILTERS
CL /(� CENTERLINE PP POWER POLE AND REPLACE AS NECESSARY.
CLR CLEAR PVT POINT OF VERTICAL INTERSECTION 7. PAVEMENT MARKINGS (E.G. LANE LINE BUTTONS OR PAINT, STOP
CMP CORRUGATED METAL PIPE BARS, CROSSWALKS, ETC.) DAMAGED OR REMOVED DURING
PE POLYETHYLENE CONSTRUCTION SHALL BE REPLACED IN KIND.
CO CLEANOUT PERF PERFORATED
CONIC CONCRETE PVC POLYVINYL CHLORIDE
C CONDUIT PVMT PAVEMENT
CONN CONNECTION PVT POINT OF VERTICAL TANGENCY
CONTR CONTRACTOR PC POINT OF CURVATURE
CONT CONTINUED PT POINT OF TANGENCY NOTE:
CY CUBIC YARDS OTT• QUANTITY
1. LOT LINES ARE BASED ON CIS INFORMATION AND RE FOR
CL CLASS ABET RETAINING ONLY.
2• GRAVITY SANITARY SEWER PIPE MATERIAL:
CF CUBIC FEET RR RAILROAD PVC SDR35 - 4' TO 15' OF COVER
PVC C900 - LESS THAN 4' OF COVER
CPS CUBIC FEET PER SECOND
R RADIUS . PVC C900 - OVER 15' OF COVER
DC DEGREE OF CURVATURE RED REDUCER • PVC C905 - PIPE DIA. GREATER THAN 18" WITH LESS THAN
DI DUCTILE IRON REINF REINFORCED 4' OF COVER OR GREATER THAN 15' OF COVER
DIA /0 DIAMETER REQ REQUIRED
DOT DEPARTMENT OF TRANSPORTATION R/W RIGHT OF WAY
DIM DIMENSION S SOUTH SURVEY DATUM:
DWGS DRAWINGS SCH SCHEDULE HORIZONTAL DATUM:
D DRAIN SO STORM DRAIN NAD83(91) WASHINGTON STATE PLANE COORDINATE SYSTEM NORTH
EOP EDGE OF PAVEMENT SF SQUARE FEET ZONE
E EAST SHT SHEET VERTICAL DATUM:
NAVD 1988 CITY OF RENTON PUBLISHED BENCH MARKS
ELEV ELEVATION SPECS SPECIFICATIONS #1909 CASED MONUMENT WITH LEAD AND TACK AT THE INTERSECTION
EL ELEVATION SO SQUARE OF SE 139th PLACE AND 156TH AVENUE SE.
ELEC ELECTRICAL ELEVATION = 408.64
SS SANITARY SEWER
EVC END VERTICAL CURVE STA STATION #2088 CASE MONUMENT WITH %" BRASS DISC AT THE INTERSECTION
SE 142ND PLACE AND 156TH AVENUE SE.
EXIST EXISTING STD STANDARD ELEVATION = 372.34
FDC FIRE DEPARTMENT CONNECTION TC TOP OF CURB CITY OF RENTON PUBLISHED BENCH DESCRIPTIONS RE REVERSED
FOR
FG FINISH GRADE TEL TELEPHONE BENCHMARKS #2088 AND #1909
FIG FIGURE THRD THREADED SITE CONTROL:
FIN FINISHED THRU THROUGH ESM CONTROL POINT LOCATED 27' NW OF THE INTERSECTION OF SE
FL /FL FLOWLINE TOW/TW TOP OF WALL 136TH ST AND 168TH AVENUE SE.
N 178033.9669, E 1323118.6406, ELEVATION = 466.25
FL FLANGE TYP TYPICAL
FT FEET ESM CONTROL POINT LOCATED 511' WEST OF THE INTERSECTION OF
vERT VERTICAL SE 136TH ST AND 168TH AVENUE SE ON THE SOUTHERLY EDGE OF
FM FORCE MAIN ASPHALT.
W WEST N 178031.6592, E 1322625.8698, ELEVATION = 454.97
GA GAUGE W/ WITH
GALV GALVANIZED W/0 WITHOUT
GI GALVANIZED IRON WSS WATER SAMPLING STATION
GV GATE VALVE CHECKED FOR COMPLIANCE TO CITY STANDARDS
S=362 13 3 RECORD DRAWING
ESM , 0511
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In ISM /24/12 Two RENTON
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IF Iq! CHE Hill
REVISION BY DATE APPR
HERITAGE PLAT SANITARY SEWER EXTENSION 04/23/20111
PHASE 1 (LIBERTY HIGH SCHOOL)
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LEGEND AND GENERAL NOTES LG -01
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POWER POLE W /DROP LINE & LIGHT
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BIKE RACK
POWER POLE W /DROP LINE, LIGHT & TRANSFORMER
DEBRIS PILE
POWER POLE W /DROP LINE & TRANSFORMER
..
FIRE PIT
POWER POLE W /LIGHT
BOLLARD
POWER POLE W /LIGHT & TRANSFORMER
HORSE SHOE PIT
POWER POLE
t
MAILBOX
POWER POLE W/TRANSFORMER
11
POST MARKER
;..
PAD MOUNTED TRANSFORMER
-(z
SOIL LOG
POWER VAULT /MANHOLE
SIGN
SIGNAL CONTROL BOX
SEPTIC DISTRIBUTION BOX
SIGNAL JUNCTION BOX
SANITARY SEWER STUB MARKER POST
TRAFFIC PEDESTRIAN POLE
-
SEPTIC VENT
_
TRAFFIC SIGNAL POLE
STORM PIPE INLET /OUTLET
TRAFFIC SIGNAL POLE W /UGHT
STORM DRAIN STUB MARKER POST
FIBER OPTIC MANHOLE
"
-
�-
ROOF DRAIN
FIBER OPTIC STUB MARKER POST
ll
CATCH BASIN
..
TELEPHONE GUY ANCHOR
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CABLE TV MARKER POST
_
TELEPHONE ANCHOR POLE
..
CABLE TV RISER
TELEPHONE JUNCTION BOX (UG)
f=
SATELLITE DISH
TELEPHONE MANHOLE
LUMINAIRE W /ARM
TELEPHONE STUB MARKER POST
LUMINAIRE
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TELEPHONE POLE
LANDSCAPE UGHT
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TELEPHONE RISER
YARD LIGHT (UNDER 10' TALL)
FIRE DEPT CONNECTION
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IRRIGATION CONTROL VALVE
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WATER MANHOLE
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WATER STUB MARKER POST
P -'T
GUY POLE
MONITORING WELL
POWER GRATE
INDICATOR VALVE
D
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SPRINKLER HEAD
ELECTRICAL STUB MARKER POST
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WATER VAULT
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WATER WELL
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GAS
GUARD RAIL
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FENCE, BARB -WIRE .
— P
— —
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FENCE, CHAIN -UNK
-Fa
FIBER OPTICS
- - -- --
FENCE, ELECTRIC
- T
TELEPHONE (BURIED)
- <j > - - - - --
FENCE HOG WIRE
— — T
— —
TELEPHONE (AERIAL)
FENCE, SPLIT RAIL
TV CABLE (BURIED)
- —
FENCE, WIRE
— —
—
TV CABLE (AERIAL)
- -
FENCE WROUGHT IRON
-
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t
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Qi - WETLAND WITH BUFFER
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— — — CLEARING LIMITS
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-- - - -�-- N.G.P.E. FENCE
® J OBM A.u. S. up EERS LLC
WOO 205
WARNING: FWcraiWay,WA98009 I ®I ®ICI
THE UTILITY LOCATIONS SHOWN www•esmcivil.com
Girl Erpi,s,Lp I Pnject Ya�iwgsmnt I LaM,copaMM1ilaturc
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1352- 020 -011
fs
0
0
ROCK CHECK DAM
SEDIMENT FILTER
STRAW BALE
GRAVEL CONE
RIP RR PAD
CONSTRUCTION ENTRANCE
3
No.
STREAM WITH BUFFER
SURVEY
09 PROPOSED MONUMENT IN CASE
® FOUND MONUMENT IN CASE
@am PROPOSED MONUMENT (AS DEFINED)
®am FOUND MONUMENT (AS DEFINED)
A DELTA
(R) RADIAL BEARING < >
(NR) NON- RADIAL BEARING
L RC LENGTH
ABBREVIATIONS GENERAL NOTES:
1. ALL WORK MATERIAL SHALL BE IN CONFORM
WITH THE
AVE AVENUE ID INSIDE DIAMETER LATEST STANDARDS AND SPECIFICATIONS OF THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT AND THE 2008 EDITION OF
AC ASBESTOS CEMENT PIPE IE INVERT ELEVATION THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS
APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE
ADJ ADJACENT IN INCHES RENTON STANDARD PLANS & SPECIFICATIONS. SOME STANDARD
ALUM ALUMINUM DETAIL DRAWINGS MAY HAVE BEEN MODIFIED FOR THE CONTRACT.
L LENGTH THE CONTRACTOR SHALL REFER TO DETAIL DRAWINGS INCLUDED
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE LB POUNDS IN THE CONTRACT DOCUMENTS. A SET OF APPROVED PLANS
SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
R ANGLE POINT LF LINEAL FEET
2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN RE APPROXIMATE
ASPH ASPHALT MAX MAXIMUM AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS MFR MANUFACTURER THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
DISTURBANCE. FOR UTILITY LOCATES CALL 800- 424 -5555 (OR
ASSY ASSEMBLY MH MANHOLE 811) A MINIMUM OF 72 HOURS PRIOR TO EXCAVATION.
BF BLIND FLANGE MIN MINIMUM 3. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE
BLDG BUILDING MJ MECHANICAL JOINT SUBMITTED AT THE PRE — CONSTRUCTION MEETING. ANY
MODIFICATIONS TO THE APPROVED TRAFFIC CONTROL PLAN SHALL
BILK BLOCK MISC MISCELLANEOUS BE RESUBMITTED AND APPROVED PRIOR TO IMPLEMENTATION.
80 BLOW OFF N NORTH 4. ALL FITTINGS SHALL BE BLOCKED PER CITY OF RENTON
BOW /BW BOTTOM OF WALL NO NUMBER STANDARD DETAILS UNLESS OTHERWISE NOTED.
BVC BEGIN VERTICAL CURVE 5. THE CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO
NITS NOT TO SCALE REMOVE DUST AND DEBRIS FROM PAVEMENT AREA AS DIRECTED
BW BACK OF WALK OC ON CENTER BY THE ENGINEER. FLUSHING OF STREETS SHALL NOT BE
PERMITTED.
CTR CENTER OD OUTSIDE DIAMETER
CB CATCH BASIN 6. BEFORE COMMENCEMENT OF TRENCHING, THE CONTRACTOR
OHW ORDINARY HIGH WATER SHALL PROVIDE A CATCH BASIN FILTER FOR ALL DOWNHILL
CI CAST IRON STORM DRAIN INLETS AND CATCH BASINS. THE CONTRACTOR
PI POINT OF INTERSECTION SHALL PERIODICALLY INSPECT THE CONDITION OF ALL FILTERS
CL /(� CENTERLINE PP POWER POLE AND REPLACE AS NECESSARY.
CLR CLEAR PVT POINT OF VERTICAL INTERSECTION 7. PAVEMENT MARKINGS (E.G. LANE LINE BUTTONS OR PAINT, STOP
CMP CORRUGATED METAL PIPE BARS, CROSSWALKS, ETC.) DAMAGED OR REMOVED DURING
PE POLYETHYLENE CONSTRUCTION SHALL BE REPLACED IN KIND.
CO CLEANOUT PERF PERFORATED
CONIC CONCRETE PVC POLYVINYL CHLORIDE
C CONDUIT PVMT PAVEMENT
CONN CONNECTION PVT POINT OF VERTICAL TANGENCY
CONTR CONTRACTOR PC POINT OF CURVATURE
CONT CONTINUED PT POINT OF TANGENCY NOTE:
CY CUBIC YARDS OTT• QUANTITY
1. LOT LINES ARE BASED ON CIS INFORMATION AND RE FOR
CL CLASS ABET RETAINING ONLY.
2• GRAVITY SANITARY SEWER PIPE MATERIAL:
CF CUBIC FEET RR RAILROAD PVC SDR35 - 4' TO 15' OF COVER
PVC C900 - LESS THAN 4' OF COVER
CPS CUBIC FEET PER SECOND
R RADIUS . PVC C900 - OVER 15' OF COVER
DC DEGREE OF CURVATURE RED REDUCER • PVC C905 - PIPE DIA. GREATER THAN 18" WITH LESS THAN
DI DUCTILE IRON REINF REINFORCED 4' OF COVER OR GREATER THAN 15' OF COVER
DIA /0 DIAMETER REQ REQUIRED
DOT DEPARTMENT OF TRANSPORTATION R/W RIGHT OF WAY
DIM DIMENSION S SOUTH SURVEY DATUM:
DWGS DRAWINGS SCH SCHEDULE HORIZONTAL DATUM:
D DRAIN SO STORM DRAIN NAD83(91) WASHINGTON STATE PLANE COORDINATE SYSTEM NORTH
EOP EDGE OF PAVEMENT SF SQUARE FEET ZONE
E EAST SHT SHEET VERTICAL DATUM:
NAVD 1988 CITY OF RENTON PUBLISHED BENCH MARKS
ELEV ELEVATION SPECS SPECIFICATIONS #1909 CASED MONUMENT WITH LEAD AND TACK AT THE INTERSECTION
EL ELEVATION SO SQUARE OF SE 139th PLACE AND 156TH AVENUE SE.
ELEC ELECTRICAL ELEVATION = 408.64
SS SANITARY SEWER
EVC END VERTICAL CURVE STA STATION #2088 CASE MONUMENT WITH %" BRASS DISC AT THE INTERSECTION
SE 142ND PLACE AND 156TH AVENUE SE.
EXIST EXISTING STD STANDARD ELEVATION = 372.34
FDC FIRE DEPARTMENT CONNECTION TC TOP OF CURB CITY OF RENTON PUBLISHED BENCH DESCRIPTIONS RE REVERSED
FOR
FG FINISH GRADE TEL TELEPHONE BENCHMARKS #2088 AND #1909
FIG FIGURE THRD THREADED SITE CONTROL:
FIN FINISHED THRU THROUGH ESM CONTROL POINT LOCATED 27' NW OF THE INTERSECTION OF SE
FL /FL FLOWLINE TOW/TW TOP OF WALL 136TH ST AND 168TH AVENUE SE.
N 178033.9669, E 1323118.6406, ELEVATION = 466.25
FL FLANGE TYP TYPICAL
FT FEET ESM CONTROL POINT LOCATED 511' WEST OF THE INTERSECTION OF
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FM FORCE MAIN ASPHALT.
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GA GAUGE W/ WITH
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1322445.4194
430.87
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178014.1230
1323136.6633
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177770.8310
1322438.1521
444.38
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1322442.3278
444.88
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1322515.0699
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SURVEY DATUM:
HORIZONTAL DATUM:
NAD83(91) WASHINGTON STATE PLANE COORDINATE SYSTEM NORTH
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VERTICAL DATUM:
NAVD 1988 CRY OF RENTON PUBLISHED BENCH MARKS
#1909 CASED MONUMENT WITH LEAD AND TACK AT THE INTERSECTION
OF SE 139th PLACE AND 156TH AVENUE SE.
ELEVATION = 408.64
#2088 CASE MONUMENT WITH X" BRASS DISC AT THE INTERSECTION
SE 142ND PLACE AND 156TH AVENUE SE.
ELEVATION = 372.34
CITY OF RENTON PUBLISHED BENCH DESCRIPTIONS ARE REVERSED
FOR BENCHMARKS #2088 AND ¥1909
NOTE:
PROPERTY CORNERS, RIGHT -OF -WAY MARKERS, SURVEY
MONUMENTS AND FENCES THAT MAY BE REQUIRED TO BE
REMOVED OR DISTURBED BY CONSTRUCTION SHALL BE FIRST
LOCATED AND REFERENCED BY A SURVEY AND RESTORED IN
THEIR ORIGINAL CONDITION AND LOCATION AFTER
CONSTRUCTION IS COMPLETED BY A LICENSED PROFESSIONAL
SURVEYOR. IF MONUMENTS NEED TO BE RAISED TO NEW
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AS -BUILT CERTIFICATION:
I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE
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I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE
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BID. PLW — 4088
AUGUST 2011
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FOUNDATION LEVEL
W (SEE NOTE 4)
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ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER
SHALL NOT BE USED IN THE DACKFILL MATERIAL.
6. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS
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BUILDING SETBACK LINE
ROLLED CURB AND GUTTER
VERTICAL CURB AND GUTTER
CONTOUR (MINOR)
CONTOUR (MAJOR)
FOOTING DRAIN FLOWPATH
SPOT ELEVATION
TOP/TOE OF SLOPE
CONCRETE SIDEWALK
CONCRETE BLOCK WALL
ROCKERY
BARRICADE
BOLLARDS
MAILBOX
DOWNSPOUTS
STORY DRAINAGE
CATCH BASIN TYPE 1 W /GRATE
CATCH BASIN TYPE 1 W /SOUD UD
CATCH BASIN TYPE 2 W /GRATE
CATCH BASIN TYPE 2 W /SOLID LID
STORM DRAIN MANHOLE
BEEHIVE MANHOLE
YARD DRAIN (ROUND LID)
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STORM DRAIN CLEAN -OUT
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CONSTRUCTION SEQUENCE:
1. THE CONTRACTOR SHALL COMPLETE THE INSTALLATION OF THE
SANITARY SEWER LINES WITHIN ONLY ONE ROADWAY BLOCK AT A
TIME AND SHALL COMPLETE THE TEMPORARY HOT —MIX ASPHALT
RESTORATION OF EACH ROADWAY BLOCK BEFORE BEGINNING
WORK IN ANOTHER BLOCK.
2. TEMPORARY RESTORATION OF TRENCHES FOR OVERNIGHT USE
SHALL BE ACCOMPLISHED BY USING HOT —MIX ASPHALT (HMA).
STEEL PLATES MAY BE USED OVERNIGHT TO COVER THE LAST
SECTION OF TRENCH. STEEL PLATES MUST BE PINNED DOWN
AND ASPHALT RAMPS /WEDGES MUST BE PLACED AROUND THE
PLATES. STEEL PLATES SHALL NOT BE USED ON STEEP GRADES
OR WHERE STEEL PLATES PRESENT A ROADWAY HAZARD.
I
EXISTING FEATURES
01 WETLAND WITH BUFFER
T.E.S.C.P.
— — — CLEARING LIMITS
X— FILTER FABRIC FENCE
' CUTOFF SWALE
--E— INTERCEPTOR DITCH
-- Er - -0-- N.G.P.E. FENCE
CONSULTING
33 W BMAene S. Suit GPI SN EERS LLC
WARNING: F�alWW.WA300W I ®I ®I�TI
THE UTILITY LOCATIONS SHOWN 7JOB amcivil.com3°'m"
I 1^° u°"^9•ma�rt I Wna�anningcnnmwn
ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1- 800 - 424 -5555. #1655- 001 -011
ROCK CHECK DAM
SEDIMENT FILTER
STRAW BALE
GRAVEL CONE
RIP RAP PAD
CONSTRUCTION ENTRANCE
5
NO.
STREAM WITH BUFFER
SURVEY
19 PROPOSED MONUMENT IN CASE
® FOUND MONUMENT IN CASE
@)oN PROPOSED MONUMENT (AS DEFINED)
Vom FOUND MONUMENT (AS DEFINED)
A DELTA
(R) RADIAL BEARING < >
(NR) NON— RADIAL BEARING
L ARC LENGTH
ABBREVIATIONS
1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE
AVE AVENUE ID INSIDE DIAMETER LATEST STANDARDS AND SPECIFICATIONS OF THE CITY OF
RENTON PUBLIC WORKS- DEPARTMENT AND THE 2008 EDITION OF
AC ASBESTOS CEMENT PIPE IE INVERT ELEVATION THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS
APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE
ADJ ADJACENT IN INCHES RENTON STANDARD PLANS & SPECIFICATIONS. SOME STANDARD
ALUM ALUMINUM DETAIL DRAWINGS MAY HAVE BEEN MODIFIED FOR THE CONTRACT.
L LENGTH THE CONTRACTOR SHALL REFER TO DETAIL DRAWINGS INCLUDED
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE LB POUNDS IN THE CONTRACT DOCUMENTS. A SET OF APPROVED PLANS
SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
AP ANGLE POINT LF LINEAL FEET
2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE
ASPH ASPHALT MAX MAXIMUM AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS MFR MANUFACTURER THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
DISTURBANCE. FOR UTILITY LOCATES CALL 800- 424 -5555 (OR
ASSY ASSEMBLY MH MANHOLE 811) A MINIMUM OF 72 HOURS PRIOR TO EXCAVATION.
BF BLIND FLANGE MIN MINIMUM 3. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE
SUBMITTED AT THE PRE — CONSTRUCTION MEETING. ANY
BLDG BUILDING MJ MECHANICAL JOINT MODIFICATIONS TO THE APPROVED TRAFFIC CONTROL PLAN SHALL
BLK BLOCK MISC MISCELLANEOUS BE RESUBMITTED AND APPROVED PRIOR TO IMPLEMENTATION.
BO BLOW OFF N NORTH 4. ALL FITTINGS SHALL BE BLOCKED PER CITY OF RENTON
BOW /BW BOTTOM OF WALL NO NUMBER
STANDARD DETAILS UNLESS OTHERWISE NOTED.
-
5. THE CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO
BVC BEGIN VERTICAL CURVE NIS NOT TO SCALE REMOVE DUST AND DEBRIS FROM PAVEMENT AREA AS DIRECTED
BIN BACK OF WALK OC ON CENTER BY THE ENGINEER. FLUSHING OF STREETS SHALL NOT BE
PERMITTED.
CTR CENTER
OD OUTSIDE DIAMETER
CB CATCH BASIN 6. BEFORE COMMENCEMENT OF TRENCHING, THE CONTRACTOR
OHW ORDINARY HIGH WATER SHALL PROVIDE A CATCH BASIN FILTER FOR ALL DOWNHILL
CI CAST IRON STORM DRAIN INLETS AND CATCH BASINS. THE CONTRACTOR
PI POINT OF INTERSECTION SHALL PERIODICALLY INSPECT THE CONDITION OF ALL FILTERS
CL/q CENTERLINE PP POWER POLE AND REPLACE AS NECESSARY.
CUR CLEAR PVI POINT OF VERTICAL INTERSECTION 7. PAVEMENT MARKINGS (E.G. LANE LINE BUTTONS OR PAINT, STOP
BARS, CROSSWALKS, ETC. ) DAMAGED OR REMOVED DURING
CMP CORRUGATED METAL PIPE PE POLYETHYLENE CONSTRUCTION SHALL BE REPLACED IN KIND.
CO CLEANOUT PERF PERFORATED
CONC CONCRETE PVC POLYVINYL CHLORIDE
C CONDUIT PVMT PAVEMENT
CONN CONNECTION PVT POINT OF VERTICAL TANGENCY
CONTR CONTRACTOR PC POINT OF CURVATURE
cow CONTINUED PT POINT OF TANGENCY NOTE:
CY CUBIC YARDS QTY QUANTITY
1. LOT LINES ARE BASED ON GIS INFORMATION AND ARE FOR
CL CLASS RET RETAINING GENERAL INFORMATION ONLY.
CF CUBIC FEET 2. 8" SEWER FORCE MAIN SHALL BE C900 CLASS 200 PIPE
RR RAILROAD MATERIAL.
CFS CUBIC FEET PER SECOND 3. GRAVITY SANITARY SEWER PIPE MATERIAL,
R RADIUS PVC SDR35 - 4' TO 15' OF COVER - 18 "0 OR LESS
DC DEGREE OF CURVATURE RED REDUCER • PVC C905 DR21 - OVER 18 "0
• PVC C900 - LESS THAN 4' OF COVER
DI DUCTILE IRON REINF REINFORCED • PVC C900 - OVER 15' OF COVER
DIA/0 DIAMETER REQ REQUIRED
DOT DEPARTMENT OF TRANSPORTATION R/W RIGHT OF WAY
DIM DIMENSION S SOUTH SURVEY DATUM:
DWGS DRAWINGS SCH SCHEDULE
HORIZONTAL DATUM:
D DRAIN SO STORM DRAIN NAD83(91) WASHINGTON STAE PLANE COORDINATE SYSTEM .NORTH
EDP EDGE OF PAVEMENT SF SQUARE FEET ZONE
E EAST SHT SHEET VERTICAL DATUM:
NAVD 1988 CITY OF RENTON PUBLISHED BENCH MARKS
ELEV ELEVATION SPECS SPECIFICATIONS #1909 CASED MONUMENT WITH LEAD AND TACK AT THE INTERSECTION
EL ELEVATION SO SQUARE OF SE 139th PLACE AND 156TH AVENUE SE.
ELEC ELECTRICAL SS SANITARY SEWER ELEVATION = 408.64
EVC END VERTICAL CURVE STA STATION #2088 CASE MONUMENT WITH A" BRASS DISC AT THE INTERSECTION
EXIST EXISTING SE 142ND PLACE AND 156TH AVENUE SE.
STD STANDARD ELEVATION = 372.34
FDC FIRE DEPARTMENT CONNECTION TIC TOP OF CURB CITY OF RENTON PUBLISHED BENCH DESCRIPTIONS ARE REVERSED
FG FINISH GRADE FOR
TEL TELEPHONE BENCHMARKS #2088 AND #1909
FIG FIGURE THIRD THREADED
SITE CONTROL:
FIN FINISHED THRU THROUGH ESM CONTROL POINT LOCATED 27' NW OF THE INTERSECTION OF SE
136TH ST AND 168TH AVENUE SE.
FL/TL FLOWUNE TOW/TW TOP OF WALL N 178033.9669, E 1323118.6406, ELEVATION = 466.25
FL FLANGE TYP TYPICAL
ESM CONTROL POINT LOCATED 511' WEST OF THE INTERSECTION OF
FT FEET VERT VERTICAL SE 136TH ST AND 168TH AVENUE SE ON THE SOUTHERLY EDGE OF
FM FORCE MAIN ASPHALT.
W WEST N 178031.6592, E 1322625.8698, ELEVATION = 454.97
GA GAUGE W/ WITH
GALV GALVANIZED W/O WITHOUT
GI GALVANIZED IRON WSS WATER SAMPLING STATION
GV GATE VALVE CHECKED FOR COMPLIANCE TO CITY STANDARDS
S=362 149 RECORD DRAWING
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DEBRIS PILE
POWER POLE W /DROP LINE & TRANSFORMER
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POWER POLE
MAILBOX
POWER POLE W/TRANSFORMER
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PAD MOUNTED TRANSFORMER
-
SOIL LOG
POWER VAULT /MANHOLE
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SIGN
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SIGNAL CONTROL BOX
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SEPTIC DISTRIBUTION BOX
SIGNAL JUNCTION BOX
SANITARY SEWER STUB MARKER POST
TRAFFIC PEDESTRIAN POLE
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SEPTIC VENT
TRAFFIC SIGNAL POLE
STORM PIPE INLET /OUTLET
TRAFFIC SIGNAL POLE W /UGHT
STORM DRAIN STUB MARKER POST
FIBER OPTIC MANHOLE
..
ROOF DRAIN
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FIBER OPTIC STUB MARKER POST
TI'.:
CATCH BASIN
TELEPHONE GUY ANCHOR
CABLE TV MARKER POST
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TELEPHONE ANCHOR POLE
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CABLE TV RISER
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TELEPHONE JUNCTION BOX (UG)
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SATELLITE DISH
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TELEPHONE MANHOLE
LUMINAIRE W /ARM
TELEPHONE STUB MARKER POST
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LUMINAIRE
TELEPHONE POLE
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LANDSCAPE LIGHT
TELEPHONE RISER
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FIRE DEPT CONNECTION
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GAS VALVE
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IRRIGATION CONTROL VALVE
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WATER MANHOLE
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GUARD RAIL
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FENCE, BARB -WIRE
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FENCE, CHAIN -UNK
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FIBER OPTICS
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FENCE, ELECTRIC
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FENCE HOG WIRE
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FENCE, SPLIT RAIL
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TV CABLE (BURIED)
- -- -
FENCE, WIRE
— — o
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- - - -Q - -- - --
FENCE WROUGHT IRON
CREEK OR STREAM CENTERLINE
RAILROAD TRACKS
01 WETLAND WITH BUFFER
T.E.S.C.P.
— — — CLEARING LIMITS
X— FILTER FABRIC FENCE
' CUTOFF SWALE
--E— INTERCEPTOR DITCH
-- Er - -0-- N.G.P.E. FENCE
CONSULTING
33 W BMAene S. Suit GPI SN EERS LLC
WARNING: F�alWW.WA300W I ®I ®I�TI
THE UTILITY LOCATIONS SHOWN 7JOB amcivil.com3°'m"
I 1^° u°"^9•ma�rt I Wna�anningcnnmwn
ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1- 800 - 424 -5555. #1655- 001 -011
ROCK CHECK DAM
SEDIMENT FILTER
STRAW BALE
GRAVEL CONE
RIP RAP PAD
CONSTRUCTION ENTRANCE
5
NO.
STREAM WITH BUFFER
SURVEY
19 PROPOSED MONUMENT IN CASE
® FOUND MONUMENT IN CASE
@)oN PROPOSED MONUMENT (AS DEFINED)
Vom FOUND MONUMENT (AS DEFINED)
A DELTA
(R) RADIAL BEARING < >
(NR) NON— RADIAL BEARING
L ARC LENGTH
ABBREVIATIONS
1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE
AVE AVENUE ID INSIDE DIAMETER LATEST STANDARDS AND SPECIFICATIONS OF THE CITY OF
RENTON PUBLIC WORKS- DEPARTMENT AND THE 2008 EDITION OF
AC ASBESTOS CEMENT PIPE IE INVERT ELEVATION THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS
APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE
ADJ ADJACENT IN INCHES RENTON STANDARD PLANS & SPECIFICATIONS. SOME STANDARD
ALUM ALUMINUM DETAIL DRAWINGS MAY HAVE BEEN MODIFIED FOR THE CONTRACT.
L LENGTH THE CONTRACTOR SHALL REFER TO DETAIL DRAWINGS INCLUDED
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE LB POUNDS IN THE CONTRACT DOCUMENTS. A SET OF APPROVED PLANS
SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
AP ANGLE POINT LF LINEAL FEET
2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE
ASPH ASPHALT MAX MAXIMUM AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS MFR MANUFACTURER THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
DISTURBANCE. FOR UTILITY LOCATES CALL 800- 424 -5555 (OR
ASSY ASSEMBLY MH MANHOLE 811) A MINIMUM OF 72 HOURS PRIOR TO EXCAVATION.
BF BLIND FLANGE MIN MINIMUM 3. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE
SUBMITTED AT THE PRE — CONSTRUCTION MEETING. ANY
BLDG BUILDING MJ MECHANICAL JOINT MODIFICATIONS TO THE APPROVED TRAFFIC CONTROL PLAN SHALL
BLK BLOCK MISC MISCELLANEOUS BE RESUBMITTED AND APPROVED PRIOR TO IMPLEMENTATION.
BO BLOW OFF N NORTH 4. ALL FITTINGS SHALL BE BLOCKED PER CITY OF RENTON
BOW /BW BOTTOM OF WALL NO NUMBER
STANDARD DETAILS UNLESS OTHERWISE NOTED.
-
5. THE CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO
BVC BEGIN VERTICAL CURVE NIS NOT TO SCALE REMOVE DUST AND DEBRIS FROM PAVEMENT AREA AS DIRECTED
BIN BACK OF WALK OC ON CENTER BY THE ENGINEER. FLUSHING OF STREETS SHALL NOT BE
PERMITTED.
CTR CENTER
OD OUTSIDE DIAMETER
CB CATCH BASIN 6. BEFORE COMMENCEMENT OF TRENCHING, THE CONTRACTOR
OHW ORDINARY HIGH WATER SHALL PROVIDE A CATCH BASIN FILTER FOR ALL DOWNHILL
CI CAST IRON STORM DRAIN INLETS AND CATCH BASINS. THE CONTRACTOR
PI POINT OF INTERSECTION SHALL PERIODICALLY INSPECT THE CONDITION OF ALL FILTERS
CL/q CENTERLINE PP POWER POLE AND REPLACE AS NECESSARY.
CUR CLEAR PVI POINT OF VERTICAL INTERSECTION 7. PAVEMENT MARKINGS (E.G. LANE LINE BUTTONS OR PAINT, STOP
BARS, CROSSWALKS, ETC. ) DAMAGED OR REMOVED DURING
CMP CORRUGATED METAL PIPE PE POLYETHYLENE CONSTRUCTION SHALL BE REPLACED IN KIND.
CO CLEANOUT PERF PERFORATED
CONC CONCRETE PVC POLYVINYL CHLORIDE
C CONDUIT PVMT PAVEMENT
CONN CONNECTION PVT POINT OF VERTICAL TANGENCY
CONTR CONTRACTOR PC POINT OF CURVATURE
cow CONTINUED PT POINT OF TANGENCY NOTE:
CY CUBIC YARDS QTY QUANTITY
1. LOT LINES ARE BASED ON GIS INFORMATION AND ARE FOR
CL CLASS RET RETAINING GENERAL INFORMATION ONLY.
CF CUBIC FEET 2. 8" SEWER FORCE MAIN SHALL BE C900 CLASS 200 PIPE
RR RAILROAD MATERIAL.
CFS CUBIC FEET PER SECOND 3. GRAVITY SANITARY SEWER PIPE MATERIAL,
R RADIUS PVC SDR35 - 4' TO 15' OF COVER - 18 "0 OR LESS
DC DEGREE OF CURVATURE RED REDUCER • PVC C905 DR21 - OVER 18 "0
• PVC C900 - LESS THAN 4' OF COVER
DI DUCTILE IRON REINF REINFORCED • PVC C900 - OVER 15' OF COVER
DIA/0 DIAMETER REQ REQUIRED
DOT DEPARTMENT OF TRANSPORTATION R/W RIGHT OF WAY
DIM DIMENSION S SOUTH SURVEY DATUM:
DWGS DRAWINGS SCH SCHEDULE
HORIZONTAL DATUM:
D DRAIN SO STORM DRAIN NAD83(91) WASHINGTON STAE PLANE COORDINATE SYSTEM .NORTH
EDP EDGE OF PAVEMENT SF SQUARE FEET ZONE
E EAST SHT SHEET VERTICAL DATUM:
NAVD 1988 CITY OF RENTON PUBLISHED BENCH MARKS
ELEV ELEVATION SPECS SPECIFICATIONS #1909 CASED MONUMENT WITH LEAD AND TACK AT THE INTERSECTION
EL ELEVATION SO SQUARE OF SE 139th PLACE AND 156TH AVENUE SE.
ELEC ELECTRICAL SS SANITARY SEWER ELEVATION = 408.64
EVC END VERTICAL CURVE STA STATION #2088 CASE MONUMENT WITH A" BRASS DISC AT THE INTERSECTION
EXIST EXISTING SE 142ND PLACE AND 156TH AVENUE SE.
STD STANDARD ELEVATION = 372.34
FDC FIRE DEPARTMENT CONNECTION TIC TOP OF CURB CITY OF RENTON PUBLISHED BENCH DESCRIPTIONS ARE REVERSED
FG FINISH GRADE FOR
TEL TELEPHONE BENCHMARKS #2088 AND #1909
FIG FIGURE THIRD THREADED
SITE CONTROL:
FIN FINISHED THRU THROUGH ESM CONTROL POINT LOCATED 27' NW OF THE INTERSECTION OF SE
136TH ST AND 168TH AVENUE SE.
FL/TL FLOWUNE TOW/TW TOP OF WALL N 178033.9669, E 1323118.6406, ELEVATION = 466.25
FL FLANGE TYP TYPICAL
ESM CONTROL POINT LOCATED 511' WEST OF THE INTERSECTION OF
FT FEET VERT VERTICAL SE 136TH ST AND 168TH AVENUE SE ON THE SOUTHERLY EDGE OF
FM FORCE MAIN ASPHALT.
W WEST N 178031.6592, E 1322625.8698, ELEVATION = 454.97
GA GAUGE W/ WITH
GALV GALVANIZED W/O WITHOUT
GI GALVANIZED IRON WSS WATER SAMPLING STATION
GV GATE VALVE CHECKED FOR COMPLIANCE TO CITY STANDARDS
S=362 149 RECORD DRAWING
!Em t ISSAQUAH SCHOOL DISTRICT
�w' CITY OF
1 11 12 NM xowzoxru: 'MD „��,�, Q4
na 12 BNO R E N TO N SANITARY SEWER EXTENSION - P2
10 1z D —
13 aE «co -- Planning /Building /Public woks Deft. LEGEND AND GENERAL NOTES
REVISION DATE APPR IF WT ac ixcx
/PRIOhIX $fllE MCgAIHiT Jy�y�� \• /�
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POINT NO.
NORTHING
EASTING
ELEV.
POINT DESCRIPTION
125
177488.9418
1322445.4194
430.87
FOUND PK NAIL WITH WASHER
126
177296.4351
1322146.4327
468.46
REBAR WITH ESM CONTROL CAP
127
177593.3833
1321808.8615
479.76
PK NAIL WITH ESM CONTROL WASHER
128
177606.4832
1321701.2801
484.37
CASED MONUMENT
129
177632.5339
1321421.6704
482.70
FOUND PK NAIL
130
177627.0217
1321178.4244
476.29
PK NAIL WITH ESM CONTROL WASHER
134
177624.0971
1321176.5039
CASED MONUMENT
301
177626.2125
1322442.3278
444.88
FOUND PK NAIL WITH WASHER
SURVEY DATUM:
HORIZONTAL DATUM,
NAD83(91) WASHINGTON STATE PLANE COORDINATE SYSTEM NORTH
ZONE
VERTICAL DATUM,
NAVD 1988 CITY OF RENTON PUBLISHED BENCH MARKS
#1909 CASED MONUMENT WITH LEAD AND TACK AT THE INTERSECTION
OF SE 139th PLACE AND 156TH AVENUE SE.
ELEVATION = 408.64
#2088 CASE MONUMENT WITH 36" BRASS DISC AT THE INTERSECTION
SE 142ND PLACE AND 156TH AVENUE SE.
ELEVATION = 372.34
CITY OF RENTON PUBLISHED BENCH DESCRIPTIONS ARE REVERSED
FOR BENCHMARKS $2088 AND #1909
NOTE:
PROPERTY CORNERS, RIGHT -OF -WAY MARKERS, SURVEY
MONUMENTS AND FENCES THAT MAY BE REQUIRED TO BE
REMOVED OR DISTURBED BY CONSTRUCTION SHALL BE FIRST
LOCATED AND REFERENCED BY A SURVEY AND RESTORED IN
THEIR ORIGINAL CONDITION AND LOCATION AFTER
CONSTRUCTION IS COMPLETED BY A LICENSED PROFESSIONAL
SURVEYOR. IF MONUMENTS NEED TO BE RAISED TO NEW
GRADE, SAID RAISING SHALL BE IN ACCORDANCE WITH 2007
KING COUNTY STANDARD DETAILS 5 -019 AND 5 -020.
WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1- 800 - 424 -5555.
® 33000 B,M1 Avenue S. Buie 205 EERS LLC
Federal Way, WA 98003
www.esmcivii.com
<nW wineerins InM SurvHIM Lwa Pbn,
PuDfK wwb I Project .-,.ent I LanE to M 10tux um
ESM JOB #1655- 001 -011
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7 SANITARY SEWER REVISIONS 6M 12 a° ru RENTON
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4 SANITARY SEWER REVISIONS 611 10 12 orc Ixa, DATUM
5 AS —BOLT SUMARAL FSII 13 W Planning /Building /Public Works Dept.
IE . CHE 1.
NO. REVISION BY I DATE I APPR 1
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CASED MONUMENT
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FIRST FLOOR ELEV.= 485.59
+
N: 177624.10
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APPROXIMATE WATER
E: 1321176.50
4.78 RT.
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A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA
NOTE:
S.E. 137TH PL. IS A CITY OF RENTON STREET
ALL TRENCH RESTORATION SHALL BE PER CITY
OF RENTON CURRENT TRENCH RESTORATION
AND STREET OVERLAY DETAIL. PER SECTION
7.1.1) (REQUIREMENT FOR PATCHING, OVERLAY,
OVERLAY WIDTHS) IF THE OUTSIDE OF THE
TRENCHING IS WITHIN THREE FEET (3') OF ANY
ADJACENT LANE LINE, THE ENTIRE ADJACENT
TRAVELED LANE AFFECTED WILL BE REPAVED.
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�... ^s'" 78.84 \ p��_ 186 L.F., 10 "0 PVC ~
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9
Ex. SDMP 240 L.F., 12 "0 PVC Ex. soce
RI 7o R1 • - 991,19
lE 170 >, I2'CMP (N) S.S. 0 S =0.53% 1 •78.68, 8'CMP (N)
IE 1.....,., �e ereP (E) I_ 478 68, 12'CMP (7a) STA. S.S.M.H. P2 -06, TYPE 1 -48 "0
IE = 4-'3.SS, l,"CIIP (s) S.S.M.H. P2 -05, TYPE 1 -413
IE - 1/1 5z. 8 "CMP (S) STA. 903 +39.93, 4.52
8" Gt, F; = 409.0:5
OVERF'lo:v m PRECAST = 900+99.66, 4.78 ITT.
475.1'1 PID /4306500110 PID #4306500090 PID #43065
PID #4306500120 HOUSE #16211 HOUSE #16219 HOUSE #16227
FIRST FLOOR ELEV.= 482.50 FIRST FLOOR ELEV.= 483.31 FIRST FLOOR ELEV.= 483.69
HOUSE #16203
FIRST FLOOR ELEV.= 475.18
SE 137TH PL (LIBERTY LANE) - CITY OF RENTON
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PID 4306500020
14306500030
HOUSE #16218
PID 4306500040
HOU E #16210
FIRST FLOOR ELEV.= 485.43
1'
FIRST FLOOR ELEV.= 485.59
+
FIRST FLOOR ELEV.= 485.23
1-48-0 _._.._
APPROXIMATE WATER
LINE LOCATION
4.78 RT.
PER FIELD LOCATED PAINT
STRIPES
900+99.66, 4.78 RT.
AND VALVES
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NOTE:
S.E. 137TH PL. IS A CITY OF RENTON STREET
ALL TRENCH RESTORATION SHALL BE PER CITY
OF RENTON CURRENT TRENCH RESTORATION
AND STREET OVERLAY DETAIL. PER SECTION
7.1.1) (REQUIREMENT FOR PATCHING, OVERLAY,
OVERLAY WIDTHS) IF THE OUTSIDE OF THE
TRENCHING IS WITHIN THREE FEET (3') OF ANY
ADJACENT LANE LINE, THE ENTIRE ADJACENT
TRAVELED LANE AFFECTED WILL BE REPAVED.
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�... ^s'" 78.84 \ p��_ 186 L.F., 10 "0 PVC ~
;E = 471 48, 12 -C61P (E) P Q
IF = 4645, 5n'ClIP (W) S.S. 0 5 =1.00%
9
Ex. SDMP 240 L.F., 12 "0 PVC Ex. soce
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IE 1.....,., �e ereP (E) I_ 478 68, 12'CMP (7a) STA. S.S.M.H. P2 -06, TYPE 1 -48 "0
IE = 4-'3.SS, l,"CIIP (s) S.S.M.H. P2 -05, TYPE 1 -413
IE - 1/1 5z. 8 "CMP (S) STA. 903 +39.93, 4.52
8" Gt, F; = 409.0:5
OVERF'lo:v m PRECAST = 900+99.66, 4.78 ITT.
475.1'1 PID /4306500110 PID #4306500090 PID #43065
PID #4306500120 HOUSE #16211 HOUSE #16219 HOUSE #16227
FIRST FLOOR ELEV.= 482.50 FIRST FLOOR ELEV.= 483.31 FIRST FLOOR ELEV.= 483.69
HOUSE #16203
FIRST FLOOR ELEV.= 475.18
SE 137TH PL (LIBERTY LANE) - CITY OF RENTON
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RIM = 4516.15r 476.20
I.E. IN 469.59, 12"o 469.501,
I.E. OU'T 4694.9; 12 "0 469.35
EX, S.�.M,H. TYPE '.I -48 "9
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RIM = 4:;
I.E. IN
0 Q
FX
FX
UPON WORK PREPARED IN ACCORDANCE WITH
3
� I.E. OUT
= +3996, 12 "0469.92
GENERA
ACCEPTED PROFESSIONAL ENGINEERING
NW
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EXISTING GROUND -
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I.E. OUT = 43+,41 12 "0471.25
- y
0.98%
70 "0 PVC S.S. ®S= 1a99,°b
900 +00 900 +40 900 +80 901 +20 901 +60 902 +00 902 +40 902 +80 903 +20 903 +60 904 +00
0 F R f SUBMITTAL ESY 1 11
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WARNING: Fe wall W",, WA98OW 10 ®I �► I _ 2 MYIAR SUBMTRAL 6M 11 12 t'�20 ..
r19
THE UTILITY LOCATIONS SHOWN •ww•esmcivil.com ° ! «N" Im 4 Wi�riI EESM 10 12 ° " Ba =u RENTON
ft F"°l"�""9 1 F�..�j.' a m "m 1 u� °tee w°.N,«w.. 0 /STE9"' , 5 AS -BOLT SUBMITTAL 6M 1y c,cc,aa 7 DATUM Planning /Building /Public Works Dept.
ARE APPROXIMATE ONLY. DEPTH "°" ° " MN „� �E „K„
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011 L ti� \�j NO. REVISION BY DATE APPIR f0P0 y
495
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4.78 RT.
!STA. - 891+99-
&99- -RT-
900+99.66, 4.78 RT.
"AS- CONSTRUCTED CONDITIONS." THIS CERTIFICATION
J I
RIM = 4:;
I.E. IN
'I
FX
FX
UPON WORK PREPARED IN ACCORDANCE WITH
Q
� I.E. OUT
= +3996, 12 "0469.92
GENERA
ACCEPTED PROFESSIONAL ENGINEERING
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1,
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I.E. OUT = 43+,41 12 "0471.25
- y
0.98%
70 "0 PVC S.S. ®S= 1a99,°b
900 +00 900 +40 900 +80 901 +20 901 +60 902 +00 902 +40 902 +80 903 +20 903 +60 904 +00
0 F R f SUBMITTAL ESY 1 11
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®CONSULTING ENGINEERS LLC 4r`/�f /•�•' 1 MYLARS�IfTK FSY 12 NINEIEP. YHE KATIL ILWD 1969 /�
6z+oo em A. " "." S. sw," zos Q `• , xamaxnL ii CITY T V O C
WARNING: Fe wall W",, WA98OW 10 ®I �► I _ 2 MYIAR SUBMTRAL 6M 11 12 t'�20 ..
r19
THE UTILITY LOCATIONS SHOWN •ww•esmcivil.com ° ! «N" Im 4 Wi�riI EESM 10 12 ° " Ba =u RENTON
ft F"°l"�""9 1 F�..�j.' a m "m 1 u� °tee w°.N,«w.. 0 /STE9"' , 5 AS -BOLT SUBMITTAL 6M 1y c,cc,aa 7 DATUM Planning /Building /Public Works Dept.
ARE APPROXIMATE ONLY. DEPTH "°" ° " MN „� �E „K„
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011 L ti� \�j NO. REVISION BY DATE APPIR f0P0 y
495
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AS -BUILT
CERTIFICATION:
191- O
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I HEREBY
DECLARE TO THE BEST OF MY KNOWLEDGE
--
S.S.M.H.
P -05 TYPE
1-48-0 _._.._
THAT THE
INFORMATION SHOWN HEREON REFLECTS THE
4.78 RT.
!STA. - 891+99-
&99- -RT-
900+99.66, 4.78 RT.
"AS- CONSTRUCTED CONDITIONS." THIS CERTIFICATION
J W
to
RIM = 4:;
I.E. IN
-4•&1 477.38
4a9-Fi 12 "0
470.04
IS BASED
UPON WORK PREPARED IN ACCORDANCE WITH
Q
� I.E. OUT
= +3996, 12 "0469.92
GENERA
ACCEPTED PROFESSIONAL ENGINEERING
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1,
AND/07
1 CE.
-
I
JO A
D. LEN, NO 41959
II
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7r /.Z1/ .C3
KIM � 909.4Z
I.E. IN = 4;1.64 10 "0 471.55
I.E. OUT = 43+,41 12 "0471.25
- y
0.98%
70 "0 PVC S.S. ®S= 1a99,°b
900 +00 900 +40 900 +80 901 +20 901 +60 902 +00 902 +40 902 +80 903 +20 903 +60 904 +00
0 F R f SUBMITTAL ESY 1 11
!' M
®CONSULTING ENGINEERS LLC 4r`/�f /•�•' 1 MYLARS�IfTK FSY 12 NINEIEP. YHE KATIL ILWD 1969 /�
6z+oo em A. " "." S. sw," zos Q `• , xamaxnL ii CITY T V O C
WARNING: Fe wall W",, WA98OW 10 ®I �► I _ 2 MYIAR SUBMTRAL 6M 11 12 t'�20 ..
r19
THE UTILITY LOCATIONS SHOWN •ww•esmcivil.com ° ! «N" Im 4 Wi�riI EESM 10 12 ° " Ba =u RENTON
ft F"°l"�""9 1 F�..�j.' a m "m 1 u� °tee w°.N,«w.. 0 /STE9"' , 5 AS -BOLT SUBMITTAL 6M 1y c,cc,aa 7 DATUM Planning /Building /Public Works Dept.
ARE APPROXIMATE ONLY. DEPTH "°" ° " MN „� �E „K„
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011 L ti� \�j NO. REVISION BY DATE APPIR f0P0 y
495
490
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+ tV
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480
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475
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to
2
0
470
Q
465
460
904 +40
n
SCALE: 1" =20' HORIZ.
1' -5 VERT.
CONTOUR INTERVAL = 2'
20 10 0 20 40
NOTES:
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO
VERIFY LOCATION AND ELEVATION PRIOR
TO CONSTRUCTION.
2. FOR TRENCH SECTION AND PAVEMENT
RESTORATION SEE ROADWAY
RESTORATION SHEET DT -01.
3. FINAL RIM ELEVATIONS SHALL MATCH
RESTORED PAVEMENT GRADES.
HIGH
SCHOOL
J L-I l
SE 144TH ST
MAYWOOD
MIDDLE
SCHOOL
KEY MAP
NOT TO SCALE
S=362 152
CHECKED FOR COMPLIANCE TO CITY STANDARDS
ISSAQUAH SCHOOL DISTRICT
SANITARY SEWER EXTENSION - P2
PLAN AND PROFILE: S.E. 137TH ST.
STA 900 +00.00 TO STA 904+40.00
G (8 , _:- :36c�t5do,
$$ -01
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SE 136TH Sr
S E I 37TH PL�
rVY
HIGH
SCHOOL
J L-I l
SE 144TH ST
MAYWOOD
MIDDLE
SCHOOL
KEY MAP
NOT TO SCALE
S=362 152
CHECKED FOR COMPLIANCE TO CITY STANDARDS
ISSAQUAH SCHOOL DISTRICT
SANITARY SEWER EXTENSION - P2
PLAN AND PROFILE: S.E. 137TH ST.
STA 900 +00.00 TO STA 904+40.00
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PID # 4306500050
HOUSE #16234
FIRST FLOOR ELEV.= 488.18
r rt5O' m N �D N
PID #4306500060 STA. 905 +38.96, SE 137
HOUSE #16240 N: 177606.48
FIRST FLOOR ELEV.= 482.87 E: 1321701.28
/73 LF. -
/10 "0 PVC C
® S =1.34%
A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA
EXISTING DRAINFIELD 905+94.22 17.81 LT / 400+00.00, 1.12 LT�
S.S.M.H. P2 -08, TYPE 1 -60 "0 15' CITY OF RENTON
STA. 489088.68- SANTARY SEWER N
= STA. EASEMENT OS�t�
N. ;; -7-621 36 177822.43 G NOTE:
>L E: i•34ti54- =. 1321757.11 APPROXIMATE LOCATION 1' �y S.E. 137TH PL. IS A CITY OF RENTON STREET
SEE DETAIL SHEET SS -O6 ALL TRENCH RESTORATION SHALL BE PER CITY
OF S.S.F.M. SANITARY
STA. 400 +03.63, 3.45' LT SEWER FORCE MAIN TO A OF RENTON CURRENT TRENCH RESTORATION
STREE
N: 177622.88 BE FIELD LOCATED BY / &P AND STREET OVERLAY DETAIL. PER SECTION
E: 1321762.15 _ _ CONTRACTOR AND ESM 7.1.D (REQUIREMENT FOR PATCHING, OVERLAY,
/ Y N OVERLAY WIDTHS) IF THE OUTSIDE OF THE
5 4
"
1 -8 BEND (MJXMJ) Q
1-CONC.45'. BLOCKING am I -- / J Ou TRENCHING IS WITHIN THREE FEET (3') OF ANY
FORCE MAIN CROSSES CONNECTION k ADJACENT LANE LINE, THE ENTIRE ADJACENT
TO EXISTING DRAINFIELD. LOCATION I TRAVELED LANE AFFECTED WILL BE REPAVED.
UNKNOWN. CONTRACTOR TO VERIFY ; 11 O STA, i9+ +3G.83 401+14.50. 21.69 RT
LOCATION AND ELEVATION PRIOR TO
CONSTRUCTION.
N: 4,763? -4+ 177602.88
boo
Y � � E: 1321859 1321888.88
/ 1 -8" 45' BEND (MJXMJ)
64'13'23" E
t�--S 1 -GONG. BLOCKING
o ° 16.14 I / I AS -BUILT EXISTING CHAIN LINK FENCE (TYP)
8 "0 PVC C900 (ISSAQUAH SCHOOL DISTRICT
PROPOSED 8 "0 S.S.F.M. PROPERTY TO THE NORTH OF
1 \ PVC C900 S.S.F.M. -THE FENCE)
X. I PAP
LX. 8 "CMP 1 ---------
CITY / CITY OF RENTON
POND TRACT ;
/ 1PID #4306500130 N
. 0
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31'55
N 77' o
" W 62.39'
S.S.M.H. #P2 -07, TYPE 1-48-01 1
STA. 905 +25.53, 6.00' RT.
N: 177600.94
E: 1321687.66 00 PID #4306500070
`" HOUSE #16241
PID #4306500080 0 FIRST FLOOR ELEV.= 480.98
HOUSE #16235 N
FIRST FLOOR ELEV.= 483.34
SE 137TH PL (LIBERTY LANE) - CITY OF RENTON
495
00 490
V
485
En
N
N W
W N 480
Z W
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V 475
Q
470
465
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I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE
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RESTORATION SEE ROADWAY
RESTORATION SHEET DT -01.
3. FINAL RIM ELEVATIONS SHALL MATCH
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Ed
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SE 136TH ST
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IF I ME 114M
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NOTES:
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO
VERIFY LOCATION AND ELEVATION PRIOR
TO CONSTRUCTION.
2. FOR TRENCH SECTION AND PAVEMENT
RESTORATION SEE ROADWAY
RESTORATION SHEET DT -01.
3. FINAL RIM ELEVATIONS SHALL MATCH
RESTORED PAVEMENT GRADES.
4. MILLER GLIDELOC FALL PROTECTION
SYSTEM SHALL BE USED AS FALL
RESTRAINT DEVICE UNLESS OTHERWISE
APPROVED BY THE CITY.
rn BRIAI WOOD
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RESTORATION SHALL BE PER CITY OF RENTON CURRENT
_TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER
-- - - -- _ SECTION 7.1.1) (REQUIREMENT FOR PATCHING, OVERLAY,
OVERLAY WIDTHS) IF THE OUTSIDE OF THE TRENCHING IS
_ - - -- WITHIN THREE FEET (3') OF ANY ADJACENT LANE LINE, THE SAW CUT LINE
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FOLLOWING CONSTRUCTION PER CITY
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RE– ESTABLISH MONUMENT
FOLLOWING PAVING. –
//
CENTER OF CUL —DE —SAC
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1. EXISTING UTILITIES ARE SURFACE LOCATED
ONLY. CONTRACTOR TO VERIFY LOCATION AND
ELEVATION PRIOR TO CONSTRUCTION.
2. PRIOR TO TRENCHING ALL HARD SURFACES
(PAVEMENT, CONCRETE, DRIVEWAYS ETC.) ARE
TO BE SAWCUT FULL DEPTH.
3. PROPERTY CORNERS, RIGHT —OF —WAY MARKERS,
SURVEY MONUMENTS AND FENCES THAT MAY BE
REQUIRED TO BE REMOVED OR DISTURBED BY
CONSTRUCTION SHALL BE FIRST LOCATED AND
REFERENCED BY A SURVEY AND RESTORED IN
THEIR ORIGINAL CONDITION AND LOCATION
AFTER CONSTRUCTION IS COMPLETED BY A
LICENSED PROFESSIONAL SURVEYOR. IF
MONUMENTS NEED TO BE RAISED TO NEW
GRADE, SAID RAISING SHALL BE IN
ACCORDANCE WITH 2007 KING COUNTY
STANDARD DETAILS 5 -019 AND 5 -020.
LEGEND
C PROPOSED PAVEMENT RECONSTRUCTION
AREA. ACTUAL LIMITS OF
RECONSTRUCTION TO BE DETERMINED
BASED ON SITE CONDITIONS.
IP FILTER FABRIC INLET PROTECTION.
CHECKED FOR COMPLIANCE TO CITY STANDARDS
LIBERTY HIGH SHCOOL - PRIVATE
FRECORD DRAWING
CITY OF ISSAQUAH SCHOOL DISTRICT
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DATUM
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OF RENTON STANDARDS
RE– ESTABLISH MONUMENT
FOLLOWING PAVING. –
//
CENTER OF CUL —DE —SAC
POINT NO. 128
CASED MONUMENT
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20 10 0 20 40
NOTES:
1. EXISTING UTILITIES ARE SURFACE LOCATED
ONLY. CONTRACTOR TO VERIFY LOCATION AND
ELEVATION PRIOR TO CONSTRUCTION.
2. PRIOR TO TRENCHING ALL HARD SURFACES
(PAVEMENT, CONCRETE, DRIVEWAYS ETC.) ARE
TO BE SAWCUT FULL DEPTH.
3. PROPERTY CORNERS, RIGHT —OF —WAY MARKERS,
SURVEY MONUMENTS AND FENCES THAT MAY BE
REQUIRED TO BE REMOVED OR DISTURBED BY
CONSTRUCTION SHALL BE FIRST LOCATED AND
REFERENCED BY A SURVEY AND RESTORED IN
THEIR ORIGINAL CONDITION AND LOCATION
AFTER CONSTRUCTION IS COMPLETED BY A
LICENSED PROFESSIONAL SURVEYOR. IF
MONUMENTS NEED TO BE RAISED TO NEW
GRADE, SAID RAISING SHALL BE IN
ACCORDANCE WITH 2007 KING COUNTY
STANDARD DETAILS 5 -019 AND 5 -020.
LEGEND
C PROPOSED PAVEMENT RECONSTRUCTION
AREA. ACTUAL LIMITS OF
RECONSTRUCTION TO BE DETERMINED
BASED ON SITE CONDITIONS.
IP FILTER FABRIC INLET PROTECTION.
CHECKED FOR COMPLIANCE TO CITY STANDARDS
LIBERTY HIGH SHCOOL - PRIVATE
FRECORD DRAWING
CITY OF ISSAQUAH SCHOOL DISTRICT
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UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011
FILTER FENCE
NOT TO 9RJME
EXISTING CURB
00'0.0 n
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AND GUTTER
2" SAWCUT AND REMOVE OR
(TO REMAIN)
GRIND, SEAL WITH AR4000W
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PAVEMENT (TO REMAJN)
EDGE OF EXISTING
REMOVE
OR GRIND AND OVERLAY
CURB & GUTTER
WITH MINIMUM 2" CLASS 'B'
EXISTING ROADWAY
ASPHALT
CONCRETE PAVEMENT
. ...............................
F
2" ACP CLASS
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BACKFILLED AND TEMPORARILY PATCHED WITH ASPHALT
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,�.
AT THE END OF EACH WORK DAY. THIS WORK IS
SEE PROJECT
INCIDENTAL TO ALL TRENCH RESTORATION WORK.
SPECIFICATIONS FOR UTILITY
2.
THE SHALL BE REBUILT WITHIN TWO (2)
'-
,..
BACKFlLL INFORMATION
.ROADWAY
WEEKS OF FINAL INSPECTION AND APPROVAL OF UTILITY
-A: •'•, � •''�'•
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PROPOSED
SHALL COMPLY WITH CURRENT CITY OF RENTON
SEWER
TRENCH RESTORATION AND STREET OVERLAY
REQUIREMENTS.
S.E. 137TH PLACE
(A CITY OF RENTON STREET)
RESTORATION DETAIL
SCALE 1 " =2'
NOTES:
1. SEE PROJECT SPECIFICATIONS FOR TRENCH
RESTORATION AND OVERLAY REQUIREMENTS. IF
CONFLICTS ARISE, THE PROJECT SPECIFICATIONS
SHALL BE USED.
2. FOR CITY OF RENTON RIGHT -OF -WAY ONLY.
LANE LINE
MARKING
2' CLASS 'B'
2• SAWCUT AND REMOVE
OR GRIND, SEAL WITH
AR400DW
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STANDARD VEHICLE WHEEL PATH
4.5'
MIN.
1' \ 1'--i '-- ACP CLASS'
MIN \ MIN.
B' CRUSHED
SURFACING TOP
COURSE
'MINIMUM ACE CLASS 'E' .,'B' SHALL BE:
PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS & INDUSTRIAL
ACCESS STREETS - 8• ACP CLASS 'E' ., W.
RESIDENTIAL ACCESS STREETS - 2' ACP CLASS 'C ., •B•.
NOTE:
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR
DETERMINING PAVEMENT THICKNESS.
RECORD DRAWING
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IKIAgILtL NN 1%1/1991 F
2 AMAR SUBINITA. ESM 101/11/121 o¢IwEn MS @L
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4 SAWARY SEWER NEVSaNS Fsu 10 12
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li IpT q1E IM]1
NO. REVISION BY I DATE I APPR I "F"sM^ �"F'CC0P0ix1v
EDGE OF PAVEMENT, -
EDGE OF CURB & GUTTER,
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FOR FLEXURE PAYODffi[
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PAGE: HIM
5- 362159
CHECKED FOR COMPLIANCE TO CITY STANDARDS
ISSAQUAH SCHOOL DISTRICT
SANITARY SEWER EXTENSION - P2
ROADWAY DETAILS
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HERITAGE PLAT
SANITARY SEWER EXTENSION
PHASE 2
prepared for
SSHI, LLC DBA D R NORTON
1210 TOTEM LAKE BLVD #220, KIRKLAND, WA 98034
Vicinity MAp
SCALE: 1' — 1250'
® 3VC081ULTING FAvneSouN ENGINEERS LLC
Sullo 205
Fe ral Way, WA 88003
www.esmcivil.com.ym-^
P.bl tcFmwm.w nnv I ImpaS= I lme mP.w,
wcrel.cwr.
ESM JOB #1352-006-007
prepared by
33400 8TH AVE S, SUITE 205
FEDERAL WAY, WASHINGTON 98003
Phone: (253) 838-6113
Sheet Index
SHEET NO. DRAWING NO. DESCRIPTION
1 COV -01 COVER SHEET
2 LG -01 LEGEND AND GENERAL NOTES
3 KEY -SV SITE SURVEY CONTROL
4 KEY -SS SANITARY SEWER EXTENSION KEY MAP
5-12 SS -01 - SS -08 PLAN ANDP�tIR`OFlLE
13 SS -09 SANITARY � i�ER DETAILS
14 RD -01 SE 140TH ST ROADWAY RESTORATION PLAN
15 DT -01 ROADWAY DETAILS
rAS-BUILT CERTIFICATION: /
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
LOCATIONS OF THE SEWER LINES SHOWN HEREON ARE THE 3.
DIRECTION. THE RESULT OF A FIELD
ABOVE SURVEY
RTIFICATE RIS EBASED UPON WORK
ME OR R MY F ro 9c
PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED ,
PROFESSIONAL SURVEY PRACTICE. WE MAKE NO OTHER WARRANTY — a
EITHER EXPRESSED
^OR �IIMPUED.
DATE: 7 W,
L
5-362160
AS -BUILT
CHECKED FOR COMPLIANCE TO CITY STANDARDS
ESM JOB NO. 1352-006-007
2 MYLAR SUBMITTAL ESM 1/26/13 a VWIMJL Wh9,933
3 1ST REVISION ESM /10/13 N
HERITAGE PLAT 07/16/201
"°'� "" CITY OF
�@NTS�'�,
4 REVISED MYLAR SUBMITTAL ESM /19/13 i1D SANITARY SEWER EXTENSION PHASE 2
5 ASBUILT SUBMITTAL ESM /2+/14 nrowlEDIX RENTON , ac ma I DATUM COVER SHEET COV -01
6 ASBUILT MYLAR ESM 7/16/14 � Planning/Building/Public Works Dept.
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CATCH BASIN TYPE 1 W/GRATE
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CONSTRUCTION SEQUENCE:
1. WITHIN EXISTING RIGHT-OF-WAY THE CONTRACTOR SHALL
COMPLETE THE INSTALLATION OF THE SANITARY SEWER LINES
WITHIN ONLY ONE ROADWAY BLOCK AT A TIME AND SHALL
COMPLETE THE TEMPORARY HOT -MIX ASPHALT RESTORATION OF
EACH ROADWAY BLOCK BEFORE BEGINNING WORK IN ANOTHER
BLOCK.
2. WITHIN EXISTING RIGHT-OF-WAY TEMPORARY RESTORATION OF
TRENCHES FOR OVERNIGHT USE SHALL BE ACCOMPLISHED BY
USING HOT -MIX ASPHALT (HMA). STEEL PLATES MAY BE USED
OVERNIGHT TO COVER THE LAST SECTION OF TRENCH. STEEL
PLATES MUST BE PINNED DOWN AND ASPHALT RAMPS/WEDGES
MUST BE PLACED AROUND THE PLATES. STEEL PLATES SHALL
NOT BE USED ON STEEP GRADES OR WHERE STEEL PLATES
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REVISION
ABBREVIATIONS GENERAL NOTES:
1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE
AVE AVENUEID INSIDE DIAMETER LATEST STANDARDS AND SPECIFICATIONS OF THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT AND THE 2008 EDITION OF
AC ASBESTOS CEMENT PIPE IE INVERT ELEVATION THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS
APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE
ADJ ADJACENT IN INCHES RENTON STANDARD PLANS & SPECIFICATIONS. SOME STANDARD
ALUM ALUMINUML LENGTH DETAIL DRAWINGS MAY HAVE BEEN MODIFIED FOR THE CONTRACT .
THE CONTRACTOR SHALL REFER TO DETAIL DRAWINGS INCLUDED
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE LB POUNDS IN THE CONTRACT DOCUMENTS. A SET OF APPROVED PLANS
SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
AP ANGLE POINT LF LINEAL FEET
2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE
ASPH ASPHALT MAX MAXIMUM AND R SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS MFR MANUFACTURER DISTURBANCE. FOR UTILITY LOCATES CALL 800-424-5555 (OR
ASSY ASSEMBLY MH MANHOLE 811) A MINIMUM OF 72 HOURS PRIOR TO EXCAVATION.
BF BUND FLANGE MIN MINIMUM 3. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE
SUBMITTED AT THE PRE -CONSTRUCTION MEETING. ANY
BLDG BUILDING MJ MECHANICAL JOINT MODIFICATIONS TO THE APPROVED TRAFFIC CONTROL PLAN SHALL
BLK BLOCK MISC MISCELLANEOUS BE RESUBMITTED AND APPROVED PRIOR TO IMPLEMENTATION.
BO BLOW OFF N NORTH 4. ALL FITTINGS SHALL BE BLOCKED PER CITY OF RENTON
BOW/BW BOTTOM OF WALL NO NUMBER STANDARD DETAILS UNLESS OTHERWISE NOTED.
5. THE CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO
BVC BEGIN VERTICAL CURVE NTS NOT TO SCALE REMOVE DUST AND DEBRIS FROM PAVEMENT AREA AS DIRECTED
BW BACK OF WALK OC ON CENTER BY THE ENGINEER. FLUSHING OF STREETS SHALL NOT BE
PERMITTED.
CTR CENTER OD OUTSIDE DIAMETER
6. BEFORE COMMENCEMENT OF TRENCHING, THE CONTRACTOR
CB CATCH BASIN OHW ORDINARY HIGH WATER SHALL PROVIDE A CATCH BASIN FILTER FOR ALL DOWNHILL
CI CAST IRONSTORM DRAIN INLETS AND CATCH BASINS. THE CONTRACTOR
PI POINT OF INTERSECTION SHALL PERIODICALLY INSPECT THE CONDITION OF ALL FILTERS
CL/q_ CENTERUNE PP POWER POLE AND REPLACE AS NECESSARY.
CLR CLEAR PVI POINT OF VERTICAL INTERSECTION 7. PAVEMENT MARKINGS (E.G. LANE LINE BUTTONS OR PAINT, STOP
CMP CORRUGATED METAL PIPEBARS, CROSSWALKS, ETC.) DAMAGED OR REMOVED DURING
PE POLYETHYLENE CONSTRUCTION SHALL BE REPLACED IN KIND.
CO CLEANOUT PERF PERFORATED
CONC CONCRETE PVC POLYVINYL CHLORIDE
C CONDUIT PVMT PAVEMENT
CONN CONNECTION PVT POINT OF VERTICAL TANGENCY
CONTR CONTRACTOR PC POINT OF CURVATURE
CONT CONTINUED PT POINT OF TANGENCY NOTE:
CY CUBIC YARDS QTY QUANTITY
1. LOT ONES ARE BASED ON GIS INFORMATION AND ARE FOR
CL CLASS RET RETAINING GENERAL INFORMATION ONLY.
CF CUBIC FEET RR RAILROAD 2. GRAVITY SANITARY SEWER PIPE MATERIAL
• PVC SDR35 - 4' TO 15' OF COVER
CFS CUBIC FEET PER SECOND
R RADIUS • PVC C900 - LESS THAN 4' OF COVER
DC DEGREE OF CURVATURE RED REDUCER PVC C900 - OVER 15' OF COVER
DI DUCTILE IRON REINF REINFORCED
DIA/0 DIAMETER REQ REQUIRED
DOT DEPARTMENT OF TRANSPORTATION R/W RIGHT OF WAY
DIM DIMENSION S SOUTH
DWGS DRAWINGS SCH SCHEDULE
D DRAIN SO STORM DRAIN
EDP EDGE OF PAVEMENT SF SQUARE FEET
E EAST SHT SHEET
ELEV ELEVATION SPECS SPECIFICATIONS
EL ELEVATION SQ SQUARE
ELEC ELECTRICAL SS SANITARY SEWER
EVC END VERTICAL CURVE STA STATION
EXIST EXISTING STD STANDARD
FDC FIRE DEPARTMENT CONNECTION TC TOP OF CURB
FG FINISH GRADE TEL TELEPHONE
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175397.9315
1323093.3187
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9789
176678.5941
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176630.1556
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1324380.2971
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SURVEY DATUM:
HORIZONTAL DATUM:
NAD83(91) WASHINGTON STATE PLANE COORDINATE SYSTEM NORTH
ZONE
VERTICAL DATUM:
NAVD 1988 CITY OF RENTON PUBLISHED BENCH MARKS
#1909 CASED MONUMENT WITH LEAD AND TACK AT THE INTERSECTION
OF SE 139th PLACE AND 156TH AVENUE SE.
ELEVATION = 408.64
/2088 CASE MONUMENT WITH %" BRASS DISC AT THE INTERSECTION
SE 142ND PLACE AND 156TH AVENUE SE.
ELEVATION = 372.34
CIN OF RENTON PUBLISHED BENCH DESCRIPTIONS ARE REVERSED
FOR BENCHMARKS #2088 AND #1909
NOTE:
PROPERTY CORNERS, RIGHT-OF-WAY MARKERS, SURVEY
MONUMENTS AND FENCES THAT MAY BE REQUIRED TO BE
REMOVED OR DISTURBED BY CONSTRUCTION SHALL BE FIRST
LOCATED AND REFERENCED BY A SURVEY AND RESTORED IN
THEIR ORIGINAL CONDITION AND LOCATION AFTER
CONSTRUCTION IS COMPLETED BY A LICENSED PROFESSIONAL
SURVEYOR. IF MONUMENTS NEED TO BE RAISED TO NEW
GRADE, SAID RAISING SHALL BE IN ACCORDANCE WITH 2007
KING COUNTY STANDARD DETAILS 5-019 AND 5-020.
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AS -BUILT CERTIFICATION: 7-
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50.00' VC
-------NISH
" -•+00
nn
o,on,
GSADF_ELEV 0 INT.-.= 501.1.9 ----
o W PROPOSED GRADE
105+Od
o
...
137.8
.------
--
a
" 4-3-7� L.F.,
-
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- - -. - 10
-
-
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I i 86
56 '!'
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55
54
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1
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PAD
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SE 140TH ST
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D
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EL -=500.80
ROAD E
SEE SHEET SS -06
SE SHEET
SS -04
242.1 XZ7.90,
'U
SEE SHEET SS -05
y
8"0 S.S
W
S.S.M.H. /H2-11, TYPE 1-48"0
S.S.M.H. #H2-12, TYPE 1-48"0
STA. 101+46.60, 6.10' LT.
STA. 103+89.11, 4.51' LT.
INT'X STA. 103+92.01, ROAD "A"
INT'X STA. 101+52.00 ROAD
"A"
-
STA. 300+00,.00, ROAD "C"
= STA. 900+00.00, ROAD "D"
AS -BUILT CERTIFICATION: 7-
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
LOCATIONS OF THE SEWER LINES SHOWN HEREON ARE THE N a FL4A,
RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY e9 W
DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK o" o
PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED
PROFESSIONAL SURVEY PRACTICE. WE MAKE NO OTHER WARRANTY „
EITHER EXPRESSED ORRRIIM LI D.
• -1 �O�u. aero
DATE:
WARNING: 161®jwj
Federal Way. WA 98003
THE UTILITY LOCATIONS SHOWN WwWesmcivil.com� Mr"�"
cMl na E,M., U. Yo^^9^�"x,l j Ln eRW NtMBaclve
ARE APPROXIMATE ONLY. DEPTH F`"" W
UNKNOWN. CALL 1-800-424-5555. ESM JOB #1352-006-007
530
520
510
500
490
�l�
470
a-Ef
SUBCOLLECTOR ROAD A & SUBACCESS ROAD B
12
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EL -498.90
i
n
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1"=10' VERT.
50 25 0 50 100
S�n
ss
0 .°o O
52
53,
PAD
EL=498.801, /
S.S.M.H. /H2-28. TYPE 1
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STA. 106+00.78, 6.71' LT.
aOi''
09/10/13
1
NON7
OUNDARY
tr m�
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= 502.70
MeaY0,
INT'X
Oy
ROAD
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o
m.0
O
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= 483.21
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i
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0
APPROACHES SHALL BE SET TO FINISH
;
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o4rn7
GRADE. MANHOLES LOCATED IN
g4g
UNIMPROVED AREAS ARE TO BE SET A
LEV = 482.18
MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISH GRADE, OR MUST HAVE
t
rn
INT'X
n0
0
0
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n00
In.oa
�255.D0' VC
,N
100+00 101+00
2 MYLAR SUBMITTAL
3 1ST REVISION
4 REVISED MYLAR SUBMITTAL
5 ASBUILT SUBMITTAL
1J 6 ASBUILT MYLAR
NO. REVISION
102+00 103+00
ESM
09/10/13
1
PROJECT
OUNDARY
/19/13
tr m�
r�
ESM
H.P.�ELEV
= 502.70
DOL
ESM
INT'X
STA. 100+00.00,
ROAD
"A"
DATE
APPR
>
H.P. STA
= 104+87.37 INT'X STA. 105+42.01, ROAD "B"
104+20
STA. 705+96.84, ROAD "E"
A 0 {
��
=
TA. 19+93.9
SE 140TH
ST
SS -09. SEWER STUBS TO THE
1
FVI
r
FIND
HE GRADE
ELEV 0 INT.
= 483.21
THEN UP TO SEWER STUB ELEVATION
xCCj
PVI
F�LEV = 504•§5 FINISHED GRADE ELEV ®I 'NT. - 502.20
4.
MANHOLES LOCATED IN DRIVEWAY
APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN
AD.
g4g
UNIMPROVED AREAS ARE TO BE SET A
L.P.
LEV = 482.18
MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISH GRADE, OR MUST HAVE
6Z'1
= 30.06,
L.P. S
= 100+54.29
INT'X
STA. 101+5
ROAD A"
ALL DIRECTIONS TO MATCH PAVING.
�255.D0' VC
-...... _
.__._PVISTF
= T00+67150-
.00,
-D-
= ST
900+00.00,
ROAD D"
PVI
aa
LEV =481.0
FINIS
ED GRADE E
0 INT.
= 487.28
.n
A
D._
INT'X STA.
0
103+92.01, ROAD "A" �+N
5 84
,0
=STA
!300+00.00, ROAD "C"
_...--- ------_I
-
50.00' VC
-------NISH
o,on,
GSADF_ELEV 0 INT.-.= 501.1.9 ----
o W PROPOSED GRADE
o
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ORIGINAL
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N
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y
W
IJ
S.S.M.H. H2-29 TYPE 1-4
1
- - -
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O 8 490.
13.8
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8"0
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-- -
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----.____-
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37 8"0 490.03
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S.S.M.H.i
H2-08TYPE
1-48"
S.S.M.H.
2-11 TYPE
i-48"
S.S.M.H.
H2 12 TYPE 1-48"
L-
E. IN -i
-49#:9 8"d
_
474.58 (E
-
LE. IN =
44fr.37; 8"0
76.58 (N
OS)
IIA.
_
IN = i&1 -}1--8='f!-
481.07
(W)
-
--
LE. OUT
= 4-7
0 474.46
1) I.E. OUT -
+76.27; 8"0476.47
I.
. OUT = 48
-8 -8='� 480.83
(S)
LE. = 4
I
4.52, S"0 (N)
I.E. = 476
49, 8"0 (E)
100+00 101+00
2 MYLAR SUBMITTAL
3 1ST REVISION
4 REVISED MYLAR SUBMITTAL
5 ASBUILT SUBMITTAL
1J 6 ASBUILT MYLAR
NO. REVISION
102+00 103+00
ESM
09/10/13
1
ESM
/19/13
tr m�
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ESM
/24/14
'
DOL
ESM
07/16/14
m
WEU®
BY
DATE
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>
530
520
O
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480
470
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NOT TO SCALE
NOTES:
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LOCATED ONLY. CONTRACTOR TO VERIFY
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=
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n,
NAMM
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NOT TO SCALE
NOTES:
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o
>
c
1.
EXISTING UTILITIES ARE SURFACE
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GRADES WILL BE ADDED UPON
LOCATED ONLY. CONTRACTOR TO VERIFY
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z
LOCATION AND ELEVATION PRIOR TO
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CONSTRUCTION.
3>
>Z
2.
FOR TRENCH SECTION SHEET DT -01.
>
3.
FOR SIDE SEWER CONNECTIONS SEE SIDE
A 0 {
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o
~
THEN UP TO SEWER STUB ELEVATION
xCCj
UNLESS OTHERWISE NOTED.
4.
MANHOLES LOCATED IN DRIVEWAY
APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SET A
MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISH GRADE, OR MUST HAVE
6Z'1
2'DIA. CONCRETE RING POURED AT
GRADE. WHERE MANHOLES LOCATED IN
PAVED AREAS, COVER MUST SLOPE IN
ALL DIRECTIONS TO MATCH PAVING.
5-362164
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c
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3
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1
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>
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N
1
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1
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xCCj
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GRADES WILL BE ADDED UPON
COMPLETION ON FINAL LIFT OF
ASPHALT
AS -BUILT
CHECKED FOR COMPLIANCE TO CITY STANDARDS
n
xCCj
6Z'1
104+00 105+00 106+00 107+00 s
�.,,.
"" " °'°E° HERITAGE PLAT
1.�. INIRZpITI1 w 19"p",� CITY 0 F
REN TON SANITARY SEWER EXTENSION PHASE 2
ROAD A & B PLAN AND PROFILE:
DATUM
AT Planning/Building/Public Works Dept. STA. 100+00.00 TO STA. 107+50.00
.E NOT ONE 1.
scuE AawmlxcEr
Ps'✓3 ' S- 26G2 1 LY
LLL
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC 13, TWP 23 N, RGE 5 E, WM, KING CO, WA
-27, TYPE 1-48"0 S.S.M.H. III TYPE 1-48"0 38 S.S.M.H. /H2-25, TYPE 1-48
SEE OTE 4 T S S EET
STA. 109+21.21, 4.03' LT. STA. 110+60.90, 3.93 LT. - - - - - 0.=503.90 N HI H
x° STA. 113+11.42, 89.86' LT.j
13 268.4 140.0 37 ° ) \�
PAD 2269- L.F., i49- L.F., ZO PAD Oxo
EL=497.60 8"0 S S 8"0 S.S EL=503.70 O Q \
14 15 PI 17 18 96.2 �, 84.0 q� �•�
PAD \EL=495
.90 EL -49 .60 PAD PAD % LF ROAD ROAD Ci /,t 86 L.F.,
EL=496.90 EL.=495.60 EL=496.20 36 8"0
o �o N 8"m s'�SEE SHEET SS -03 PAD \ \ F
EL -497
+ 19 EL=soz.6o /- 1 +52 14,
N 00 A_
P L
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o+ 0.=498.20 +
1I - O
SANITARY SIDE
SEWERS
42
ON
LOTS
MIN. FF
ELEV.
SEWER STUB
DEPTH 0 END ELEV. 0
OF STUB S.S. MAIN
DOWNSTREAM
S.S.M.H.
13
498.60
492.60
489.08
S.S.M.H.
/
o
H2-27
14
497.90
491.90
488.79
S.S.M.H.
o+ _
.,�
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H2-27
15
496.90
490.90
487.97
S.S.M.H.
H2-27
16
496.60
490.60
487.42
S.S.M.H.
PAD PAD
EL=495.90 --------------
H2-27
17
496.80
490.80
487.21
S.S.M.H.
to �, u�
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H2-26
18
497.20
491.20
486.87
S.S.M.H.
H2-26
19
499.20
493.20
486.47
S.S.M.H.
INT'X STA.
H2-23
36
503.80
497.80
490.10
S.S.M.H.
H2-23
37
504.70
498.70
496.27
S.S.M.H.
INT'X
1-12-25
38
504.90
498.90
496.27
S.S.M.H.
C
FINISHED
1-12-25
39
504.80
498.80
495.68
S.S.M.H.
N
H2-24
40
504.50
498.50
495.22
S.S.M.H.
H2-24
41
504.10
498.10
495.01
S.S.M.H.
H2-24
42
1 503.60
497.60 1
495.01
S.S.M.H.
H2-23
43
502.90
496.90
491.50
S.S.M.H.
GRADE-
H2-23
44
501.80
495.80
488.42
S.S.M.H.
PRO
PROPOSED
#H2-23
45
500.20
494.20
487.27
S.S.M.H.
#H2-23
46
499.20
493.20
486.40
S.S.M.H.
#H2-23
47
498.60
492.60
486.78
S.S.M.H.
#H2-26
48
497.30
491.30
486.88
S.S.M.H.
#H2-26
49
496.90
490.90
487.24
S.S.M.H.
#H2-26
50496.90
1 490.90
487.97
S.S.M.H.
#H2-27
51497.40491.40
488.77
S.S.M.H.
#H2-27
52
1 499.10
1 493.10 1
489.10
S.S.M.H.
#H2-27
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC 13, TWP 23 N, RGE 5 E, WM, KING CO, WA
-27, TYPE 1-48"0 S.S.M.H. III TYPE 1-48"0 38 S.S.M.H. /H2-25, TYPE 1-48
SEE OTE 4 T S S EET
STA. 109+21.21, 4.03' LT. STA. 110+60.90, 3.93 LT. - - - - - 0.=503.90 N HI H
x° STA. 113+11.42, 89.86' LT.j
13 268.4 140.0 37 ° ) \�
PAD 2269- L.F., i49- L.F., ZO PAD Oxo
EL=497.60 8"0 S S 8"0 S.S EL=503.70 O Q \
14 15 PI 17 18 96.2 �, 84.0 q� �•�
PAD \EL=495
.90 EL -49 .60 PAD PAD % LF ROAD ROAD Ci /,t 86 L.F.,
EL=496.90 EL.=495.60 EL=496.20 36 8"0
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EL -497
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N 00 A_
P L
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o+ 0.=498.20 +
1I - O
739
PAD
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10+,9
/ 40
PAD
EL.=503.50
STA. 1
41
PAD
EL=503.10
�.N
8"m s..
42
ON
45
44
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+
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PAD
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rn rn
0.-5021.60
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+
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EL=496.30
47
46
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EL -4976.60
PAD
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20.00' VC
INT'X STA.
111+53.71,
ROAD B.
- - -
- STA. 309+98.38,
\
C"
INT'X
STA. 111+53.71,
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= STA. 309+98.38, ROAD
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739
PAD
EL=503.80
10+,9
/ 40
PAD
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STA. 1
41
PAD
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S.S.M.H. /H2-23, TYPE 1-4800
STA. 111 6 68.7
STA. 111+57.45, 4.33' LT.
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n
n
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d>�-�
1
z
N
m
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PVI _.STA =-109-+13:
9- -
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5
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PVI ELEV = 41
m
a
A - r- - 4.00
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K ! = 50.00
20.00' VC
INT'X STA.
111+53.71,
ROAD B.
- - -
- STA. 309+98.38,
RD
C"
!
FINISHED
'RADE ELEV
INT. - 49.59
N
N
+
o
GRADE-
PRO
PROPOSED
ORIGINALS,
GROUND
`-
®�
nI
-- - --
268 4 S. L
_"
_
--
S. %
5-
84.0
----
-I
C.3 DRT35
1140.0 449 L..,
0 PVC SDRI
35 S.S.
"0 PVC SDR 35 S.S. ®i
IS= 4:}7 1.
O%
96.2 98-
8"0
"0 PVC _C
®S"
_
86- LF.,
8"0 PVC
L.F.,
PVCI
SDR -35 S.S.
SDR -35 S.S.
S=8494;
® S=135%
0.50%
S.S
M.H. H2-24
TYPE 1-48'
1.73%.
- _..,
-
-
-
RIM'
_
-
_.._.
I.E.
IN =
60 494.¢4
N)
�
5
SS)WW
�(S�
I.E.
OUT
8.8"4 494.31
I.E.
= 494.59,
"0 (NE)
-----]S.S.M.H.
] H-27
TYPE
-48'_
-----
S..M.H.
H2-5
TYPE 1-S"
RE.
IN - 4o'r
27 6"0 487.42
(SW)
I.E.I.IN
=
6"0 496.20
(W)
I.E. IN - tee;-rr
8"0 487.34
(SEJ
!
I.E.IN
= 496.
,
3, 6"0 (S)
I.E. OUT -
8"0,187.20
(NW)
I.E.OUT
. , 8"0 49.99
(NE)
I
S.S.M.H.
1-12-26
TYPE 1-48"
S.S.M.H.
H2-23 TYPE
1-48"
RIM =
IR.I
I.E
IN - iS6-63
OUT = 486152,
8"0 466.07
8"0 (NA)
(SE)
I.E. IN =48&+4-,
I.E. OUT
8"0
_ #86.64. 8'0485.85
486.03 N
�S
3
j
i
I.E. IN =
486.04, 8"O
(SE)
530
520
510
500
490
460
TYPE 1-48"0
5-60 LIF
5.97' LT.
SCALE: 1"=50' HORIZ.
1"=10' VERT.
50 25 0 50 100
iw
NOTES
III
9ArwooD
M5.
KEY MAP
NOT TO SCALE
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO VERIFY
LOCATION AND ELEVATION PRIOR TO
CONSTRUCTION.
2. FOR TRENCH SECTION SHEET DT -01.
3. FOR SIDE SEWER CONNECTIONS SEE SIDE
SEWER CONNECTION DETAIL SHEET
SS -09. SEWER STUBS TO HE
PROPERTY LINE SHALL BE 6 -INCH 0 2%
SLOPE FROM MAIN TO RIGHT-OF-WAY
HEN UP TO SEWER STUB ELEVATION
UNLESS OTHERWISE NOTED.
4. MANHOLES LOCATED IN DRIVEWAY
APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SET A
MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISH GRADE, OR MUST HAVE
2'DIA. CONCRETE RING POURED AT
GRADE. WHERE MANHOLES LOCATED IN
PAVED AREAS, COVER MUST SLOPE IN
ALL DIRECTIONS TO MATCH PAVING.
5-362165
rAS-BUILT CERTIFICATION: '
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
LOCATIONS OF THE SEWER LINES SHOWN HEREON ARE HE
RESULT DIRECTION. A FIELD HE ABOVE SURVEY
RTIFICATE PERFORMED UNDER
BASED UPON WORKQN a E
PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED ° o
PROFESSIONAL SURVEY PRACTICE. WE MAKE NO OTHER WARRANTY
EITHER EXPRESSED OR�+P IED
0. 9 i°
DAT '7444Y
it..,�y
IIII -- - --
AS-BUILT
CHECKED FOR COMPLIANCE TO CITY STANDARDS
108+00 109+00 110+00 111+00 112+00 113+00 NOTE:
SANITARY SEWER MANHOLE RIM
GRADES WILL BE ADDED UPON
COMPLETION ON FINAL LIFT OF
ASPHALT
L. 2 MYIAR SUBMITTAL ESM 01 srr�c
®CON SULTINO ENGINEERS LLC /28/13 VERIIGL IU�918R
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I ®I ®Ic�rl CITY OF SANITARY SEWER EXTENSION PHASE 2
WARNING: 6"�zos -
ROEoral Way. wn seoaa 4 REVISED MYLAR SUBMITTAL ESM 09/19/13
www.esmcivll.com .� ° R E N TO N
THE UTILITY LOCATIONS SHOWN (W; �,; ,UIwmI a �,,,,, I a -^n g� sTE�° s ASBUILT SUBMITTAL ESM s/za/1a OTL eE N� DATUM ROAD B PLAN AND PROFILE:
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�� Planning/Building/Public works Deft. STA. 107+50.00 TO STA. 113+21.50
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IS.S.M.H. /H2-12
SEE SHEET SS -01
= STA. 103+92.01, ROAD "A"00. -
AS -BUILT CERTIFICATION:
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
LOCATIONS OF THE SEWER LINES SHOWN HEREON ARE THE
RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY
DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK
PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED
PROFESSIONAL SURVEY PRACTICE. WE MAKE NO OTHER WARRANTY
EITHER EXPRESSED OR IMP IED
9-21.4
DA�-1DATE."
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28
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27
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STS.M.H.%H2 15, TYPE 1-48"0
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STA. 303+30.23, 5.94' LT.
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PAD
EL.=497.50
36
#H2-21, TYPE 1-48"0
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SCALE: 1"=10' VERT.
50 25 0 50
#H2-22 TYPE 1-48"0
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SEE SHEET SS -02
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1
492.30
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483.15
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494.451
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300+00 301+00 302+00 303+00
WARNING: s n"ps..a a,a"," I ®i ®i®►I
Fetlera, WaY. WA 98003
THE UTILITY LOCATIONS SHOWN www.wmcivll.com
ARE APPROXIMATE ONLY. DEPTH `°w. w""' \ I P"" "�""""'""`
UNKNOWN. CALL 1-800-424-5555. ESM JOB #1352-006-007
304+00 305+00 306+00 307+00
3
Il STA.
00+00.00,
IOAD "C"
MIN. FF
ELEV.
4
REVISED MYLAR SUBMITTAL
ESM
/19/13
z
I
5
ASBUILT SUBMITTAL
ESM�"-
/24/14
pa
6
ASBUILT MYLAR
ESM
07/16/14AM
a
NO.
INT'X STA. 309+98.38, ROAD "C"
BY
I DATE I APPR
= STA. 10
+92.01, ROl�D
4
"A"
490.60
'.,
S.S.M.H.
H2-13
5
496.10
490.10
482.20
S.S.M.H.
H2-13
6
497.00
491.00
482.22
S.S.M.H.
H2-12
7
= BTA. 111+531,71,
ROAD "B"
481.78
S.S.M.H.
H2-12
FINISHED GRADE
ELEV O
INT. = 501 19
481.65
L.P. ELEV
=
495.0711
500.90
H.P.FLEV
= 497.6
S.S.M.H.
H2-12
20
498.60
492.60
L.P. EL
= 495.091
H2-21
21
496.10
FINISHED GRADE' ELEV O INT: =
499.59
S.S.M.H.
H2-20
22
1 495.90
489.90
L•PVISSTA
= 302+75.03
H2-17
H.P. STA =
304+66.79
490.90
483.99
S. S.M. H.
H2-16
24
L.P. STA1=
306+70.73
483.70
S. S.M.H.
H2-16
25
498.40
492.40
483.60
S. S.M. H.
H2-16
26
8.92.... 1
1
492.30
1
S.S.M.H.
302+60
_.
Il
-_------- - -- PVI STS
491.80
483.15
S.S.M.H.
H2-15
28
497.20
vvl
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494.451
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29
1
491.10
_
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491.40
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-
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9.61
PVI ELEV
489.90
494.17
S.S.M.H.
--304T66I7
PVI EV
498.
496.40
490.40
484.65
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496.90
490.90
485.10
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498.10
492.10
485.35
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498.50
A D
485.71
5.00
#H2-21
A
4.00
A.D
3.50
K = 49.861
1, K
29.98 1
K =
37.50
K
42.86
50.00' VC
159.00'
VC
150.00' VC
1
159.00'
VC
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0
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0
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0142%
- S.S.M H. H2-
_
499.5
RE.
--
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-g4g%
IN = 485-
S.S.M.H.
H2 13
TYPE
1-44
"
I`
SDR -35 S.S.
0 S� 0.37%
5��52-171TYPE
!
1-48"
0 S 040%
0.35%
0.5
%
0.46%
I.E. OUT - 481.
IN-:Sz^r2.1h
IN =482-0�-
Co
8"0
51.7 F.,
8"0 PVC
482.0
481.6
((S)) IR.E.
(NW) LE.11
0 5=0149.°e
0135%
RIM
1
H2 TYPE 1-48
RIM
I.E. 0 -
I.E. OUT
52.
18463;4, 8
-
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483.
0.39%
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(S)
!
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S.S.M.H. H2-22
TYPE
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481.77
(E) LE.
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9
-35 S.S.
482 (NW) E. IN _ O
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I E. IN =
483.76,
R�
I
8"0
(N)
l
I
IM
1
_
0.31 %
482.3
OUT
- 8'0
-------I --- �___-__-
IM
496
86
I' .E. IN - 185-E3,
- I OUT -_ -4 .63,
8"0
T8 0
485.46 (NE)
5.46 ((SW)---
-
H4RIM
1 -
TYP
I:E
N-= 48$.55,
6"0
(W)
SI.E .
1 6"0E488.811
S.S.M.H.
H2-12 TYPE
1-48 S S.M.H. H2
14 TYPE 1
1= 89-69-
48" S.S.M'.H. H2-16 TYPE 1 -48"I LE. INH=
(SW)
!
R.IIN
S.S.M.H. H -21
TYPE 1-48"
RIM NHS+20
RIM -
M
-
RIM =
LE.
-188-iG,-8
0488.51
(E)
6"0E484.48 E
�N
481.07
I.E. IN =
8"0
I.
IN =
#87.^'1.48
8"0 482114
(N
I.E. IN =48333:1
8"0 483.001(NW
OUT
I.E. IN =
4.8
8"0 4$4.49
I.E. IN = 4v`..i`,r,
6"0 485.08 NW
480.83 S
I.E.OUT =
"�
I. .
OUT
= 1
236 8"0 4
.0
E
I. . UT
= "0
-
_
_
99484 N
300+00 301+00 302+00 303+00
WARNING: s n"ps..a a,a"," I ®i ®i®►I
Fetlera, WaY. WA 98003
THE UTILITY LOCATIONS SHOWN www.wmcivll.com
ARE APPROXIMATE ONLY. DEPTH `°w. w""' \ I P"" "�""""'""`
UNKNOWN. CALL 1-800-424-5555. ESM JOB #1352-006-007
304+00 305+00 306+00 307+00
3
1ST REVISION
I ESM
D9/10/13
MIN. FF
ELEV.
4
REVISED MYLAR SUBMITTAL
ESM
/19/13
z
I
5
ASBUILT SUBMITTAL
ESM�"-
/24/14
pa
6
ASBUILT MYLAR
ESM
07/16/14AM
a
NO.
REVISION
BY
I DATE I APPR
S.S.M.H.
�
530
520
510
500
490
ueoaY
HS
F33
MAYWOOD
Ms
KEY MAP g8
NOT TO SCALE I v O
a � D
NOTES: y
�m Z
1. EXISTING UTILITIES ARE SURFACE s G)
LOCATED ONLY. CONTRACTOR TO VERIFY 3 Z
LOCATION AND ELEVATION PRIOR TO a C
CONSTRUCTION. :: N
z
2. FOR TRENCH SECTION SHEET DT -01. I z m
3. FOR SIDE SEWER CONNECTIONS SEE SIDE
SEWER CONNECTION DETAIL SHEET
SS -09. SEWER STUBS TO THE
PROPERTY LINE SHALL BE 6 -INCH O 2%
SLOPE FROM MAIN TO RIGHT-OF-WAY
THEN UP TO SEWER STUB ELEVATION
UNLESS OTHERWISE NOTED.
4. MANHOLES LOCATED IN DRIVEWAY
APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SET A
MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISH GRADE, OR MUST HAVE
2'DIA. CONCRETE RING POURED AT
GRADE. WHERE MANHOLES
ED
S=362 1 A L DIREEAS,CTIONS OTOMATCH PSLOIN
AVINGN
.
i a
>3. TYPE 1-48"
+ 8"0 486.06(N;
c0+, 8"0485.89((W
), 8"0 (S)
470
SANITARY SIDE SEWERS
n
m
® �0
MIN. FF
ELEV.
3
sz
DOWNSTREAM
S.S.M.H.
1
z
I
494.50
m
�
�
n
H2-12
2
KEY MAP g8
NOT TO SCALE I v O
a � D
NOTES: y
�m Z
1. EXISTING UTILITIES ARE SURFACE s G)
LOCATED ONLY. CONTRACTOR TO VERIFY 3 Z
LOCATION AND ELEVATION PRIOR TO a C
CONSTRUCTION. :: N
z
2. FOR TRENCH SECTION SHEET DT -01. I z m
3. FOR SIDE SEWER CONNECTIONS SEE SIDE
SEWER CONNECTION DETAIL SHEET
SS -09. SEWER STUBS TO THE
PROPERTY LINE SHALL BE 6 -INCH O 2%
SLOPE FROM MAIN TO RIGHT-OF-WAY
THEN UP TO SEWER STUB ELEVATION
UNLESS OTHERWISE NOTED.
4. MANHOLES LOCATED IN DRIVEWAY
APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SET A
MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISH GRADE, OR MUST HAVE
2'DIA. CONCRETE RING POURED AT
GRADE. WHERE MANHOLES
ED
S=362 1 A L DIREEAS,CTIONS OTOMATCH PSLOIN
AVINGN
.
i a
>3. TYPE 1-48"
+ 8"0 486.06(N;
c0+, 8"0485.89((W
), 8"0 (S)
470
NOTE:
SANITARY SEWER MANHOLE RIM
GRADES WILL BE ADDED UPON
COMPLETION ON FINAL LIFT OF
308+00 309+00 310+00 ASPHALT
„�, ALCITY OF HERITAGE PLAT
R EN TON SANITARY SEWER EXTENSION PHASE 2
ROAD C PLAN AND PROFILE:
.r DAVM Planning/Building/Public Works Dept. STA. 300+00.00 TO STA. 309+98.38
IF M! QIE HLII
TT i
SWE ILCOIeeX0.T
AS -BUILT
CHECKED FOR COMPLIANCE TO CITY STANDARDS
a
SANITARY SIDE SEWERS
n
m
LOTS
MIN. FF
ELEV.
SEWER STUB
DEPTH O END
OF STUB
ELEV. O
S.S. MAIN
DOWNSTREAM
S.S.M.H.
1
500.50
494.50
481.37
S.S.M.H.
H2-12
2
499.60
493.60
481.68
S.S.M.H.
H2-12
3
497.30
491.30
481.79
S.S.M.H.
H2-12
4
496.60
490.60
482.21
S.S.M.H.
H2-13
5
496.10
490.10
482.20
S.S.M.H.
H2-13
6
497.00
491.00
482.22
S.S.M.H.
H2-12
7
498.00
492.00
481.78
S.S.M.H.
H2-12
8
500.00
494.00
481.65
S.S.M.H.
H2-12
9
500.90
494.90
481.34
S.S.M.H.
H2-12
20
498.60
492.60
485.46
S.S.M.H.
H2-21
21
496.10
490.10
485.35
S.S.M.H.
H2-20
22
1 495.90
489.90
484.21
S.S.M.H.
H2-17
23
496.90
490.90
483.99
S. S.M. H.
H2-16
24
497.60
491.60
483.70
S. S.M.H.
H2-16
25
498.40
492.40
483.60
S. S.M. H.
H2-16
26
498.30
492.30
483.26
S.S.M.H.
#H2-15
27
497.80
491.80
483.15
S.S.M.H.
H2-15
28
497.20
491.20
483.00
S.S.M.H.
#H2-15
29
497.10
491.10
489.09
S.S.M.H.
#H2-17
30
497.40
491.40
488.94
S.S.M.H.
#H2-18
495.90
489.90
484.38
S.S.M.H.
#H2-17
496.40
490.40
484.65
S.S.M.H.
#H2-19
E35
496.90
490.90
485.10
S.S.M. H.
#H2-20
498.10
492.10
485.35
S.S.M.H.
#H2-21
498.50
492.50 1
485.71
S.S.M.H.
#H2-21
NOTE:
SANITARY SEWER MANHOLE RIM
GRADES WILL BE ADDED UPON
COMPLETION ON FINAL LIFT OF
308+00 309+00 310+00 ASPHALT
„�, ALCITY OF HERITAGE PLAT
R EN TON SANITARY SEWER EXTENSION PHASE 2
ROAD C PLAN AND PROFILE:
.r DAVM Planning/Building/Public Works Dept. STA. 300+00.00 TO STA. 309+98.38
IF M! QIE HLII
TT i
SWE ILCOIeeX0.T
AS -BUILT
CHECKED FOR COMPLIANCE TO CITY STANDARDS
a
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0
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¢ INT'X STA. 903+31.079, ROAD "D'
0
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79
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EL=492.80
74 75
7
cr n nn or
- STA. 101+52.00, ROAD 'A' � EL=496.10
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EL=489.50
AS -BUILT CERTIFICATION:
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
LOCATIONS OF THE SEWER LINES SHOWN HEREON ARE THE �. PL
RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY 9,��ao9 SA /
DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK
PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED _ 4'
PROFESSIONAL SURVEY PRACTICE. WE MAKE NO OTHER WARRANTY
EITHER EXPRESSED
V g �Oh4c u�
DATE: 7-
U to
± ± 332.2
334 L.F.,
8"0 S.S
84 83
PAD PAD
EL.=493.30 EL =494.50
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S.S.M.H. #H2-30, TYPE 1-
STA. 903+26.12, 5.74' RT.
MINOR ACCESS ROAD D
1 77
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L=� EL -501.60
78
l�
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0
I I
N
W
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1"=10' VERT.
50 25 0 50 100
%
154.9 0+
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0
1
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8"0 S.S
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a0
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0
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AD EL= 8.80
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499.10
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496.60
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1 77
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L=� EL -501.60
78
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50 25 0 50 100
530
520
INT'X STA. 900+00.00, ROA
= STA. 101+52.00, ROAD '
FINISHED GRADE ELEV O IN
500
490
I 'Ni4m
470
460
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= STA. 101+52.00, ROAD '
FINISHED GRADE ELEV O IN
500
490
I 'Ni4m
470
460
900+00 901+00 902+00 903+00 904+00 905+00 906+00
WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
CALL 1-800-424-5555.
�Yi 3:w00 M Avenue south I ® I ®I I
s"hep3Qf
F e,ei We,, WA 98003 eAetr =
www.esmciviLcom
Mme �,„"„"", „n, S,",,,,,, a A,.eih„
`ulec"""ero"t"e""°"""" I ""- pe h.em6
-4
maim
3 1ST REVISION ESM 09/10/13
.q
REVISED MYLAR SUBMITTAL ESM 09/19/13
5 ASBUILT SUBMITTAL ESM 06/24/14
°1d"It'
OUL
ASBUILT MYLAR ESM 07UNKNOWN.
LOCATED ONLY. CONTRACTOR TO VERIFY
ESM JOB #1352-006-007NO.
REVISION BY DATE I APPR
"
S.S.M.H.
H2-11
CONSTRUCTION.
490.50
2.
FOR TRENCH SECTION SHEET DT -01.
S.S.M.H.
3.
FOR SIDE SEWER CONNECTIONS SEE SIDE
493.80
487.80
PROJECT
BOUNDARY
H2-11
SS -09. SEWER STUBS TO THE
499.10
493.10
PROPERTY LINE SHALL BE 6 -INCH O 2%
S. S.M. H.
H2-30
SLOPE FROM MAIN TO RIGHT-OF-WAY
1 499.80
493.80
H.P. ELEV
= 501.31
L.P. LEV = 500.195
UNLESS OTHERWISE NOTED.
501.00
4.
MANHOLES LOCATED IN DRIVEWAY
S. S.M. H.
H2-31
APPROACHES SHALL BE SET TO FINISH
502.60
496.60
GRADE. MANHOLES LOCATED IN
H.P. STA
= 905+67.9
LP. STA = 906+1.26
500.50
494.50
MINIMUM OF 6" AND A MAXIMUM OF 12"
S.S.M. H.
INT'X STA.
903+31.(7,
ROAD "D"
493.80
2'DIA. CONCRETE RING POURED AT
S. S.M. H.
STA
905+626B
PVI ST = 906+18.54 INT'X
492.60
PAVED AREAS, COVER MUST SLOPE IN
S.S.M.H.
H2-30
= STA.
700+00.00,
ROAD "E"
487.31
_
H2-11
-PVI
PVI EL
- 501.52
PVI ELEV 500.73 = STA
486.46
S.S.M. H.
H2-11
84
FINISHEDGRADE
EL
O INT. =
496.88
H2-11
85
A.D.
- -3.40
A.D, 3.55 FINISH
S.S.M. H.
H2-11
86
488.90
482.90
478.68
S.S.M.H.
H2-11
KS
1
L
- 486.63
iI
4 Cl
50 00' VCS
L.P.A =
STA =-900+39.60_
-- -
--PVI -STA -�-900-+50
-
- - --
---- - -- - -
- PVIi
- -
gT,� gOZ
25
-
---
-00
00
-I--
- - a
PVI ELEV
= 486.28.
PVI
ELEV = 4944yy
76
`^°•
N,
to
�� M� n ^
ry
A.D.
6.85
A.D. _ -2.8p
PROPOSED
GRADE
M1
+
�I
ro °i� a4
+� +•- +1
K=7.30
K=35.13
®rE
0
rn
nI,
00 00 0
'D'
50.0
VC
100.00' VC
4"
= 487.28
^ 7
N m
^
N
ORIGINAL
/r
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GROU
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+ n
ii
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---
u7
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it
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-
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� 1.89%
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I
It
---
4
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50 R_35_ S.S.
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3.53%
....._. __
--___-
S.S.M.H. N2-31
I
TYPE
1-48"
S.M.H. H2-32
TYPE
1. 48"
__._
_____
191.64
_. -
8 m
332.2 33j''LF
II..E. IN - 4,91.99;
6"0
(NW)
1
E. IN -
6"0 492.84
(NE)
I.E. IN 49i
-:BG 8"0
91.38 (SE)
I�E.
OUT = 42-9&
8"0492.59
(NW)
I.E. OUT =49146
8"0491.24
(W)
51.
I.E. IN -
6"0
S)
8z
L.F.,
#112-11.TYPE
1-48"
_
_..
S.S.
RIM
491.48,
.H. H2 30
=
TYPE 1-48'
8"0I
PVC
--ilm..
E. IN -476:37;
1.E. OUT =
8"4 4
8"0476.47
6.58 (N))
(S)
I.E. 1
I.E.
--.
488-78-
UT -
8"0 488.31
8"0 488.23
(E)
(W)
2.33%
.E. IN = 47
.49, 8"0 (EE
LE. I
=488.36,
8'0 (N)
900+00 901+00 902+00 903+00 904+00 905+00 906+00
WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
CALL 1-800-424-5555.
�Yi 3:w00 M Avenue south I ® I ®I I
s"hep3Qf
F e,ei We,, WA 98003 eAetr =
www.esmciviLcom
Mme �,„"„"", „n, S,",,,,,, a A,.eih„
`ulec"""ero"t"e""°"""" I ""- pe h.em6
-4
maim
3 1ST REVISION ESM 09/10/13
.q
REVISED MYLAR SUBMITTAL ESM 09/19/13
5 ASBUILT SUBMITTAL ESM 06/24/14
°1d"It'
OUL
ASBUILT MYLAR ESM 07UNKNOWN.
LOCATED ONLY. CONTRACTOR TO VERIFY
ESM JOB #1352-006-007NO.
REVISION BY DATE I APPR
"
AT fVLL SVIE
"D"
TA. 906+71.39, ROAD "D"
25+36.97, SE 140TH ST
:D GRADE ELEV O INT. = 501.81
520
510
IR,
�T#1
wi;L
470
460
907+00
wmrwi, r«W c� CITY OF
xwezaOAi xm t9m/�W,
ba
RENTON
DATUM
Planning/Building/Public Works Dept.
IBM
H.S.
WYNow
M.S.
KEY MAP
NOT TO SCALE
NOTES:
C
SEWERS
o
LOTS
z
EXISTING UTILITIES ARE SURFACE
m
DOWNSTREAM
S.S.M.H.
LOCATED ONLY. CONTRACTOR TO VERIFY
489.00
483.00
LOCATION AND ELEVATION PRIOR TO
S.S.M.H.
NOTES:
SANITARY SIDE
SEWERS
o
LOTS
1.
EXISTING UTILITIES ARE SURFACE
ELEV. O
S.S. MAIN
DOWNSTREAM
S.S.M.H.
LOCATED ONLY. CONTRACTOR TO VERIFY
489.00
483.00
LOCATION AND ELEVATION PRIOR TO
S.S.M.H.
H2-11
CONSTRUCTION.
490.50
2.
FOR TRENCH SECTION SHEET DT -01.
S.S.M.H.
3.
FOR SIDE SEWER CONNECTIONS SEE SIDE
493.80
487.80
SEWER CONNECTION DETAIL SHEET
S. S.M. H.
H2-11
SS -09. SEWER STUBS TO THE
499.10
493.10
PROPERTY LINE SHALL BE 6 -INCH O 2%
S. S.M. H.
H2-30
SLOPE FROM MAIN TO RIGHT-OF-WAY
1 499.80
493.80
THEN UP TO SEWER STUB ELEVATION
S. S.M. H.
H2-30
UNLESS OTHERWISE NOTED.
501.00
4.
MANHOLES LOCATED IN DRIVEWAY
S. S.M. H.
H2-31
APPROACHES SHALL BE SET TO FINISH
502.60
496.60
GRADE. MANHOLES LOCATED IN
S.S.M.H.
H2-32
UNIMPROVED AREAS ARE TO BE SET A
500.50
494.50
MINIMUM OF 6" AND A MAXIMUM OF 12"
S.S.M. H.
H2-31
ABOVE FINISH GRADE, OR MUST HAVE
i
493.80
2'DIA. CONCRETE RING POURED AT
S. S.M. H.
H2-30
GRADE. WHERE MANHOLES LOCATED IN
498.60
492.60
PAVED AREAS, COVER MUST SLOPE IN
S.S.M.H.
H2-30
ALL DIRECTIONS TO MATCH PAVING.
497.40
5-362167
AS -BUILT
CHECKED FOR COMPLIANCE TO CITY STANDARDS
NOTE:
SANITARY SEWER MANHOLE RIM
GRADES WILL BE ADDED UPON
COMPLETION ON FINAL LIFT OF
ASPHALT
HERITAGE PLAT
SANITARY SEWER EXTENSION PHASE 2
ROAD D PLAN AND PROFILE:
STA. 900+00.00 TO STA. 906+71.39
AA %-`7> I<07
PILL
SS 04
R
9
g
SANITARY SIDE
SEWERS
o
LOTS
MIN. FF
ELEV.
SEWER STUB
DEPTH O END
OF STUB
ELEV. O
S.S. MAIN
DOWNSTREAM
S.S.M.H.
56
489.00
483.00
478.50
S.S.M.H.
H2-11
57
490.50
484.50
481.54
S.S.M.H.
H2-11
58
493.80
487.80
482.40
S. S.M. H.
H2-11
74
499.10
493.10
490.32
S. S.M. H.
H2-30
75
1 499.80
493.80
490.80
S. S.M. H.
H2-30
76
501.00
495.00
491.99
S. S.M. H.
H2-31
77
502.60
496.60
493.13
S.S.M.H.
H2-32
79
500.50
494.50
491.99
S.S.M. H.
H2-31
80
499.80
493.80
490.37
S. S.M. H.
H2-30
81
498.60
492.60
489.89
S.S.M.H.
H2-30
82
497.40
491.40
487.31
S. S.M. H.
H2-11
83
495.50
489.50
486.46
S.S.M. H.
H2-11
84
494.30
488.40
482.56
S.S.M. H.
H2-11
85
1 490.50484.50
482.00
S.S.M. H.
H2-11
86
488.90
482.90
478.68
S.S.M.H.
H2-11
AS -BUILT
CHECKED FOR COMPLIANCE TO CITY STANDARDS
NOTE:
SANITARY SEWER MANHOLE RIM
GRADES WILL BE ADDED UPON
COMPLETION ON FINAL LIFT OF
ASPHALT
HERITAGE PLAT
SANITARY SEWER EXTENSION PHASE 2
ROAD D PLAN AND PROFILE:
STA. 900+00.00 TO STA. 906+71.39
AA %-`7> I<07
PILL
SS 04
R
9
g
n
a
a
0
o
n
i
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SS -04
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC 13, TWP 23 N, RGE 5 E, WM, KING CO, WA
S.S.M.H. #1-12-33, TYPE 1
STA. 7COT��.98 -TT
STA. 700+97.05, 3.69' Ll
I
• D
EL=PAD
4
98.11
10 1
SS`O +er L,
¢ 74
PAD \
EL=498.10 96.3 /
-9& LF.,J
80 S.S
73
PAD
EL=497.20
S.S.M.H. %H2-34, TYPE 1-48"0
PAD
EL=502.30
64 05
62 6� PAD - EL=502.60 0
PAD
61 EL. 500.80 E'-501.50 J o
P 226.3
=4 8.90 22-26- L.F., +I
8"0 S.S
0 -
p
. �M
PAD
O'.00
:00
•501.80
�'W
00
6
wdo
OD
OD
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O01
0
r
PAD
4q
N MN
O
r
oo
O..OY
OOY
73.9
O..W
STA. 705
O
00
61
OO
NOTES:
OJ
m10
L.F..
g �0 PVC SDR -35 S.S. PVC
@ S=646% W 5=1-4995
00
M
OQ
N M
O
O
/
8"0 S.S
r
1.
INT'X STA. 700+00.00, ROAD "E"
1
-
��u)
PAD
= STA. 903+31.07, ROAD "D"
10
iU)
--- --- -
` --- - -
I
EL=502.70 -
I,
'"`PAD
I z
'.E. IN = 8"0 4813.31 (E
�W)
+
+ n
-
67 E
GRADE
510
o
0 0 0-
I.E. IN = +
v.EL-502.60
I
68
.E. IN = 48 .36, 8"0 (N)
SEWER CONNECTION DETAIL SHEET
I.E. OUT =
PAD �.
H2-34
PAD
ORIGINAL
S.M.H. H -34
TYPE 1-48"
S.S.M.H.
EL=501.30
PROPERTY LINE SHALL BE 6 -INCH O 2%
EL=494.70
_
=
_
SLOPE FROM MAIN TO RIGHT-OF-WAY
HZ -34
71
500 --
IRE. IN = 499$fi,
I.E. OUT - i96-7-1-,
8"0 490.61 (NW)
)
8"0190.41
S.S.M.H.
H2-34
72
499.40
68
(SE)
S.S.M.H.
-_
4.
I.E. OUT = #8i, 8'0 488.81 (S3
492.20 1
PAD
JS.S. M. H.
H2-33
APPROACHES SHALL BE SET TO FINISH
700+00 701+00
702+00
69
- EL=4494.69.---'"_
UNIMPROVED AREAS ARE TO BE SET A
*
®
CONSULTING ENGINEERS LLC y, ,
2 MYLAR SUBMITTAL
7O
PAD
20
"ite205 ""°""°�°"'"
Suit° 10 10 I� _
3 1ST REVISION
PAD
EL -493.30
r°m,°i Way. WA IMM
-
SUBMITTAL
72
71
a
�OTSRT
=500.70
ELPAD
ARE APPROXIMATE ONLY. DEPTH
eNu um"..n,.9
`"°'" "'°"°
1 �Ixi"1'1, °m°�,e 1 "Iam.Aw9./.0
6 ASBUILT MYLAR
PAD
-
/
TRACTG
EL. 4 8.40
EL.=4 9.00
ESM
JOB #1352-006-007
N0.
REVISION
S
STORM DRAINAGE FACILIn
MINOR ACCESS ROAD E
S.M.H. /H2-35. TYPE 1
0
PROJECT BOUNDARY
TYPE 1
00
iCD
. �M
PAD
O'.00
:00
•501.80
�'W
00
6
wdo
OD
OD
�N
O01
0
r
PAD
4q
N MN
O
r
_
O. O!CA
O..OY
OOY
S.S.M.H.
O..W
STA. 705
S.M.H. /H2-35. TYPE 1
0
PROJECT BOUNDARY
TYPE 1
00
iCD
. �M
O�Op
-00
O'.00
:00
NOD
' 00
�'W
00
OCD
wdo
OD
OD
�N
O01
0
r
�N
N MN
O
r
_
O. O!CA
O..OY
OOY
O.o1
O..W
OW
O
00
61
OO
NOTES:
OJ
m10
0110
g �0 PVC SDR -35 S.S. PVC
@ S=646% W 5=1-4995
00
M
OQ
N M
O
O
63
KD=
r
1.
INT'X STA. 700+00.00, ROAD "E"
a
ICU)
��u)
LOCATED ONLY. CONTRACTOR TO VERIFY
= STA. 903+31.07, ROAD "D"
10
iU)
--- --- -
` --- - -
I
RIM =
i
SCALE: 1"=50' HORIZ.
1"=10' VERT.
50 25 0 50 100
AS -BUILT CERTIFICATION:
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
LOCATIONS OF THE SEWER LINES SHOWN HEREON ARE THE
RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY P1,q m
DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK �p0j 0
PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED
PROFESSIONAL SURVEY R PRACTICE. WE MAKE NO OTHER WARRANTY r
EITHER EXPRESSED . I PLM l F
�1�4-.Jl�r�df�- M,,c u1y9
DATE: ♦� 6- IN
H, P ELEV = 03.57 2.82 L.P. ELEV = 05+52
H.PI . STA = 70
0t+34. 3 _ � L.P. STA 705+50 530
_-- ---- ----� = O 34TH- �rSTI� �05+SuI ..
PVI ELEV != 501.27
A.D. _ -400 A.D. 4.00
K = 37.0 K = 12.50
150.00' VF 50.04' VC INT'X STA. 705+96.84, ROAD "E"
f
= 105+42.01, ROAD "B"
n (q ,�^ ,r, ^ !FINISHED GRADE ELEV O INT. = 502.20
p CO N ^ +
ON +� N - N
0 Ip O O10 O 10
! -- ���-_. o J 510
)OND w �w ! E W
01/28/13'
09/10/13
705+00
CEvo1m,
- T -
09/19/13
�gJ
ELEV. O
S.S. MAIN
L P
ELEV' = 496.13
497.10
m1.i
530
07/16/14AJM
700+ 50
490
r. '
-
_-....
.PVI
STA -
STA 700+500
1-12-33
61
F.
'; d102 8 i6 L F , 96.3.95 L..
�8"O SDR 35
PVI
C
NOTES:
1-12-34
62
g �0 PVC SDR -35 S.S. PVC
@ S=646% W 5=1-4995
1;1 4.00.88
492.27
Z
H2-34
63
KD=
r
1.
INT'X STA. 700+00.00, ROAD "E"
a
50.00' VC
S.S.M.H.H2� 30 TYPE 11-48"
LOCATED ONLY. CONTRACTOR TO VERIFY
= STA. 903+31.07, ROAD "D"
3
- -
--- --- -
` --- - -
FINISHED GRADE ELEV O INT. = 496.88.
RIM =
I,
1
I z
'.E. IN = 8"0 4813.31 (E
�W)
+
+ n
PROPOSED
GRADE
510
o
0 0 0-
I.E. IN = +
S.S.M.H.
I
68
.E. IN = 48 .36, 8"0 (N)
SEWER CONNECTION DETAIL SHEET
I.E. OUT =
S.S. M.H.
H2-34
v
ORIGINAL
S.M.H. H -34
TYPE 1-48"
S.S.M.H.
H2-34
PROPERTY LINE SHALL BE 6 -INCH O 2%
RIM _
_
=
_
SLOPE FROM MAIN TO RIGHT-OF-WAY
HZ -34
71
500 --
IRE. IN = 499$fi,
I.E. OUT - i96-7-1-,
8"0 490.61 (NW)
)
8"0190.41
S.S.M.H.
H2-34
72
499.40
-
(SE)
S.S.M.H.
i
SCALE: 1"=50' HORIZ.
1"=10' VERT.
50 25 0 50 100
AS -BUILT CERTIFICATION:
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
LOCATIONS OF THE SEWER LINES SHOWN HEREON ARE THE
RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY P1,q m
DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK �p0j 0
PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED
PROFESSIONAL SURVEY R PRACTICE. WE MAKE NO OTHER WARRANTY r
EITHER EXPRESSED . I PLM l F
�1�4-.Jl�r�df�- M,,c u1y9
DATE: ♦� 6- IN
H, P ELEV = 03.57 2.82 L.P. ELEV = 05+52
H.PI . STA = 70
0t+34. 3 _ � L.P. STA 705+50 530
_-- ---- ----� = O 34TH- �rSTI� �05+SuI ..
PVI ELEV != 501.27
A.D. _ -400 A.D. 4.00
K = 37.0 K = 12.50
150.00' VF 50.04' VC INT'X STA. 705+96.84, ROAD "E"
f
= 105+42.01, ROAD "B"
n (q ,�^ ,r, ^ !FINISHED GRADE ELEV O INT. = 502.20
p CO N ^ +
ON +� N - N
0 Ip O O10 O 10
! -- ���-_. o J 510
)OND w �w ! E W
01/28/13'
09/10/13
705+00
CEvo1m,
- T -
09/19/13
�gJ
ELEV. O
S.S. MAIN
ESM
06/24/14
497.10
m1.i
ESM
07/16/14AJM
H2-30
490
r. '
-
DATE
APPR
"o""mm
1-12-33
61
F.
'; d102 8 i6 L F , 96.3.95 L..
�8"O SDR 35
22-3-
S.S.
C
NOTES:
1-12-34
62
g �0 PVC SDR -35 S.S. PVC
@ S=646% W 5=1-4995
495.80
492.27
Z
H2-34
63
10.45% 1.419.
�
r
1.
EXISTING UTILITIES ARE SURFACE
a
480
S.S.M.H.H2� 30 TYPE 11-48"
LOCATED ONLY. CONTRACTOR TO VERIFY
® a
3
H2-35
LOCATION AND ELEVATION PRIOR TO
RIM =+96-6& 1 - --
- - --
RIM =
CONSTRUCTION.
H2-36
I z
'.E. IN = 8"0 4813.31 (E
�W)
2.
LE. IN =
S.S.M.H.
n
67
-
E. OUT 8'0 488.23
3.
I.E. IN = +
S.S.M.H.
I
68
.E. IN = 48 .36, 8"0 (N)
SEWER CONNECTION DETAIL SHEET
I.E. OUT =
S.S. M.H.
H2-34
4
--- _- S.S. M.H. H2-33 TYPE 1-48"
S.M.H. H -34
TYPE 1-48"
S.S.M.H.
H2-34
PROPERTY LINE SHALL BE 6 -INCH O 2%
RIM _
_
=
_
SLOPE FROM MAIN TO RIGHT-OF-WAY
HZ -34
71
I.E. 48942- 6"0 489.12 (( W)
I.E. I 489..29; 8"0 489.05
NN (NW
--
IRE. IN = 499$fi,
I.E. OUT - i96-7-1-,
8"0 490.61 (NW)
)
8"0190.41
S.S.M.H.
H2-34
72
499.40
-
(SE)
S.S.M.H.
-_
4.
I.E. OUT = #8i, 8'0 488.81 (S3
492.20 1
I
JS.S. M. H.
H2-33
APPROACHES SHALL BE SET TO FINISH
700+00 701+00
702+00
703+00
GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SET A
®
CONSULTING ENGINEERS LLC y, ,
2 MYLAR SUBMITTAL
WARNING:
20
"ite205 ""°""°�°"'"
Suit° 10 10 I� _
3 1ST REVISION
r°m,°i Way. WA IMM
4 REVISED MYLAR
SUBMITTAL
THE UTILITY LOCATIONS SHOWNwww•esmcivil.comv;
a
�OTSRT
5 ASBUILT SUBMITTAL
ARE APPROXIMATE ONLY. DEPTH
eNu um"..n,.9
`"°'" "'°"°
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6 ASBUILT MYLAR
ALL DIRECTIONS TO MATCH PAVING.
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UNKNOWN. CALL 1-800-424-5555.
ESM
JOB #1352-006-007
N0.
REVISION
c
NOTES,
9 I3 L.F., I
24
® g=64645 RIM =
0.32% I.E. IN =
I.E. OUT =
LE. IN =
6"0 .
8"0 4
r 8"0
704+00
ESM
ESM
01/28/13'
09/10/13
705+00
CEvo1m,
ESM
09/19/13
�gJ
ELEV. O
S.S. MAIN
ESM
06/24/14
497.10
m1.i
ESM
07/16/14AJM
H2-30
a
BY
DATE
APPR
"o""mm
6"0
500
=
U-Ef
-1 470
706+00
113
m 3
$' SE 13JRD S7RD:T I m
I�^II S.E. 13M n
to l
;f '
I se NV
Y
I>emry >"�n��l`
5-362168
NOTE:
SANITARY SEWER MANHOLE RIM
GRADES WILL BE ADDED UPON
COMPLETION ON FINAL LIFT OF
ASPHALT
SANITARY SIDE SEWERS
KEY
MAP
MIN. FF
ELEV.
�gJ
ELEV. O
S.S. MAIN
DOWNSTREAM
S.S.M.H.
NOT TO SCALE
497.10
I a
Om
S.S.M.H.
H2-30
0
499.10
493.10
489.95
S.S.M.H.
1-12-33
61
499.90
493.90
C
NOTES:
1-12-34
62
501.80
495.80
492.27
Z
H2-34
63
502.50
496.50
1.
EXISTING UTILITIES ARE SURFACE
a
C
503.60
LOCATED ONLY. CONTRACTOR TO VERIFY
® a
3
H2-35
LOCATION AND ELEVATION PRIOR TO
4
495.82
495.33
CONSTRUCTION.
H2-36
I z
p
2.
FOR TRENCH SECTION SHEET DT -01.
S.S.M.H.
n
67
495.70
3.
FOR SIDE SEWER CONNECTIONS SEE SIDE
S.S.M.H.
I
68
495.60
SEWER CONNECTION DETAIL SHEET
494.07
S.S. M.H.
H2-34
69
SS -09. SEWER STUBS TO THE
494.56
493.81
S.S.M.H.
H2-34
PROPERTY LINE SHALL BE 6 -INCH O 2%
501.70
495.70
491.98
SLOPE FROM MAIN TO RIGHT-OF-WAY
HZ -34
71
500.0
494.00
THEN UP TO SEWER STUB ELEVATION
S.S.M.H.
H2-34
72
499.40
UNLESS OTHERWISE NOTED.
490.54
S.S.M.H.
-_
4.
MANHOLES LOCATED IN DRIVEWAY
492.20 1
I
JS.S. M. H.
H2-33
APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SET A
MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISH GRADE, OR MUST HAVE
2'DIA. CONCRETE RING POURED AT
GRADE. WHERE MANHOLES LOCATED IN
PAVED AREAS, COVER MUST SLOPE IN
ALL DIRECTIONS TO MATCH PAVING.
I
m
a
*
NOTES,
n
GRINDER PUMPS SHALL BE USED IN
I
THE LOWER LEVELS OF LOTS 66 - 69
�
5-362168
NOTE:
SANITARY SEWER MANHOLE RIM
GRADES WILL BE ADDED UPON
COMPLETION ON FINAL LIFT OF
ASPHALT
SANITARY SIDE SEWERS
LOTS
MIN. FF
ELEV.
SEWER STUB
DEPTH O END
OF STUB
ELEV. O
S.S. MAIN
DOWNSTREAM
S.S.M.H.
59
497.10
491.10
489.32
S.S.M.H.
H2-30
60
499.10
493.10
489.95
S.S.M.H.
1-12-33
61
499.90
493.90
491.86
S.S.M.H.
1-12-34
62
501.80
495.80
492.27
S.S.M.H.
H2-34
63
502.50
496.50
493.94
S.S.M.H.
H2-34
64 1
503.60
1 497.60
494.94
S.S.M.H.
H2-35
65
503.30
495.82
495.33
S.S.M.H.
H2-36
66
494.80
496.07
495.33
S.S.M.H.
H2-35
67
495.70
495.82
495.00
S.S.M.H.
H2-35
68
495.60
494.84
494.07
S.S. M.H.
H2-34
69
494.30
494.56
493.81
S.S.M.H.
H2-34
70
501.70
495.70
491.98
S.S.M.H.
HZ -34
71
500.0
494.00
491.63
S.S.M.H.
H2-34
72
499.40
493.40 1
490.54
S.S.M.H.
H2-33
73
498.20
492.20 1
490.40
JS.S. M. H.
H2-33
5-362168
NOTE:
SANITARY SEWER MANHOLE RIM
GRADES WILL BE ADDED UPON
COMPLETION ON FINAL LIFT OF
ASPHALT
AS -BUILT
I
0
CHECKED FOR COMPLIANCE TO CITY STANDARDS
0
�09 rn
� 1
71
71
x
z
z
N
I
O
AS -BUILT
I
0
CHECKED FOR COMPLIANCE TO CITY STANDARDS
0
3 z
til
w'9 CITY OF
• IpPIECMAL N1D 1. 1991
1 iso' dti HERITAGE PLAT
REN TON SANITARY SEWER EXTENSION PHASE 2
°�� DATUM ROAD E PLAN AND PROFILE:
«E Planning/Building/Public Works Dept. STA. 700+00.00 TO STA. 705+96.84
9rN£ �y
pV."elE xn.
SS -05
171ST AVE SE
1
I
OO
Z ��
w
+ - U --
w Q W O
r 3
of
O /
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC 13, TWP 23 N, RGE 5 E, WM, KING CO, WA
- 1/101 HVC.
N: 176649.35
E: 1324056.3
- 31m. JOTJJ.10, 1/LIVU HVC 3L
N: 176630.16
E: 1324375.12
172ND AVE SE
PID / 7229800455
HOUSE X13854 j
FINISHED FLOOR ELEV.=484±
359.4
IXi>II� 36@ L.F.,
CO I' CII , i 121 8"0 S.S
o I
-- n
-12+00 ---- --73+73+
Lu
-�
W g __-----
I-_ W S
X Tn U I I I t
W y,I Q S.S.M,H. {NF12-03, TYPE 1-48"0
It L "T" ' 9 "` " ` "" nT PID 7229800460
VACANT LOT
LL1 � STA. 10+76.30, 5.87' RT. 1
W AS -BUILT CERTIFICATION: I1 t / V I
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
LOCATIONS OF THE SEWER LINES SHOWN HEREON ARE THE
>_ RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY
DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK
Q PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED
PROFESSIONAL SURVEY PRACTICE. WE MAKE NO OTHER WARRANTY
ERH�I� IXPRESSED�ORPI
Ek D/
1yDATE:
g
a
/w
V
Q
WINT'X STA. 10+80.
= 171ST AVE SE
FINISHED GRADE E
510
500
do
00
10.
U) O
a + 490
Nr
N
`'n � 480
gz
W = 470
vl U
W Q
U)
460
L 1lel
S.S.M.H. /H2-04, TYPE 1-48"01
STA. 14+35.75, 3.74' RT.
S S.M.H. /H2-05, TYPE 1-48"0
7.01 R
STA. 14+48.62, 19.82' RT
'WETLAND,�
206 .�."•�..� P1 W
24 L.F.
6"0 sS�- 4
WATER MAIN
ExIsrlNc -///
GAS 326.0
324 L.F.;
8"0 S.S
PID / 7230200020
HOUSE /17213
PID # 7230200010 FINISHEDFLOOR
#17203 g
FINISHED FLOOR
ELEV. 480±
TRACT E /
PROJECTWETLAND`
BOUNDARY - P3 50'
S.D. VAULT WE LAND
BUFFER \
_ T -I .�
MAINTAIN 5'J
SEPERATION
BETWEEN
SEWER & GAS
MAIN
PID / 7230200030
VACANT LOT
30.2
29- LF., -
8"0 S.S
PID f 7230200040
VACANT LOT
S.S.M.H. /HII TYPE 1-48"0
STA. 17+74.63, 19.58 RT.
SE 140TH ST
3
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PID / 7230200060 PAVEMENT 8"0 S.S = {1J N iO7
VACANT LOT PID 1117230200080 PID 111 7230200090 V% z m
HOUSE #17261 HOUSE #17467
FINISHED FLOOR FINISHED FLOOR Q W a
ELEV. 482± ELEV. 484± w
S.S.M.H. /112-07, TYPE TI -48" S.S.M.H. #H2-0@ TYPE 1-48"
STA. 17+73.60, 10.62' LT. STA. 19+89.70, 8.76' LT.
ri
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58, SE 140TH ST STA. 10+98'20, SE 140 H ST INT';X STA. 14+90.00, SE 140TH ST INT' STA. 19+93.97, SE 140TH ST = .
BEGIN IMPROVEMENTS - 'STA. 36+53. 6, 172ND AVE SE = A. 100+00. 0, ROAD A"' PVI ELEV = 484.37
- 5.33 12+00 FINISHED GRAD ELEV ® IPNV.STA479.1317 - -- -_ -- --- FINISHED GRADE�LEV ®INT =483.21 AD .96
LEV 0 INT. - 485.46 ELEV _--- 75 L.P. ELEV 478.97 H.P. ELEV 479-42 L.P. E 478.55 - K 28.
.73
PVA.D.TA = 6
li -= ELEV 479.94 L.P. STA - 5+00.53 H.P. STA 15+95.27 L.P. STA 17+4922 50.00' VC
-. PVI D -1.50 - -- -- - - [A.D. - 1.50 VFST� + A It,+95-2 PW -STA - 1-T 5S" STA - 18+54.71 - -
K 50.00 K = 50.00 PVI ELEV = 478.76 PVI ELEV 479.51 PVI ELEV� 478.36 PVI ELEV = 479.22
- 75.04' VC VI., 75.00' VC A.D. = 1.74 A.D. _ L-1.47 A.D. LLLLLL 1.59 A.D. = 2.0114: cq'
m r. K = 5 .61 K = 3,3.98 K = 63.02 K = 24.89
fO a' 1 100.00' VC 50.00' VC 100.' 0' VC 50. 0' VC
+ + m
- --- -
Q Q i,10 1 N 0 N N
W .. O O p, N t0 aD O + m
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- - . 4.27
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,59.4 369- L. 8"0 PVC $DR -35 S.S. 0 S --9: 49Y5 26.0 3?4 L F., 8"0 PVC SDR -35 S.S ®S__.-_._3535 -9,400 16.1
302 L.F.,
to+ ww o w 8"0 VC SDR -35 S.S.
RIM - _-- - m - +¢ mQ -- ® 5--030% RIM
H. H2-07 TYPE 1-48" _ R'S. M.H. #H2-08. TYPE 1-148"
I.E. OUT = 8'0 466.4$ W) _-- x x x x I.E. OUT = 8"0 469.6 S) --1 1 E IN #7d-:9� 8 i5. (E --_----
I.E. I = 466.66 8'0 466.54 (E M a e a_ I.E. IN = 469.99; 8'0 469.74 (E I. "0 474
E. OUT - '4�1'>-.86, 8"0 4714.46 �W)
RIM = RIM T - •' I. IN 474:52, 8"0 (N)
w WILL! LI
IM 1-04 TYPE 1-48" _ S.S.M.H. #H2-05. TYPE 1-48' S.S.M.H. H2-06 TYPE 1-48"
85
E NH= -16$-i8; 8"0 461 .95 (SE E. IN 8 0 8.21 (E I.E. IN = 469.78, 8"0 469.58 �(N
.E. OUT = 4I68-+8; 8"0 4j67.76 (W� LE. OUT - 1G*28; 8 0 468.06 (NW) I.E. UT = 8"0 469.3$ 8W)
1 00 PVC DR� 35 S.S. GAS CROSS NG
0 S=0.49 0.53% APPROX. 4DEEP
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
7ESM
ONSULTING ENGINEERS LLC y %' c m, v.n wv,amu ,nl wm vym/,o YFRaCA: µpq ,yam
' �°"°""'�/'°" CITY OF
.IW em Awaue scum I 0 I ® I �y 3 1ST REVISION ESM 09/10/13 1 �.� �%
WARNING: �f/ -
emlway. WA 98m3 w ; �� 4 REVISED MYLAR SUBMITTAL ESM 09/19/13 e� R E N TO N
THE UTILITY LOCATIONS SHOWN civil.com sa33a 5 AS13UILT SUBMITTAL ESM 2s/x4/14
ARE APPROXIMATE ONLY. DEPTH pmug1,"ay '"m I e"mcRa°e"�Oew w,e s G757E� 6 ASBUILT MYLAR ESM 07/16/14 d � I DATUM Planning/Building/Public Works Dept.
UNKNOWN. CALL 1-800-424-5555.OB #1352-006-007 �(�'/y NO. REVISION BY DATE APPRN.
SCALE:1'-so HOR17
1"=10' VERT.
50 25 0 50 100
S=362169
NOTES: I -
510 1. EXISTING UTILITIES ARE SURFACE ?
LOCATED ONLY. CONTRACTOR TO VERIFY I >
LOCATION AND ELEVATION PRIOR TO o
CONSTRUCTION. j
i s
2. FOR TRENCH SECTION SHEET DT -01. 1 '�
500 3 v
3. FOR SIDE SEWER CONNECTIONS SEE SIDE >
O O SEWER CONNECTION DETAIL SHEET o G X21
a
I SS -09. SEWER STUBS TO THE o
PROPERTY UNE SHALL BE 6 -INCH ® 2X 3 -•1
490 SLOPE FROM MAIN TO RIGHT-OF-WAY r F 1
+ THEN UP TO SEWER STUB ELEVATION I a W
� W UNLESS OTHERWISE NOTED. k
N=
04. MANHOLES LOCATED IN DRIVEWAY I z N
480 N � APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN I z
UNIMPROVED AREAS ARE TO BE SET A
LLJZ MINIMUM OF 6' AND A MAXIMUM OF 12" I --
ABOVE FINISH GRADE, OR MUST HAVE
J 2'DIA. CONCRETE RING POURED AT _
470 = W GRADE. WHERE MANHOLES LOCATED IN
U (IT PAVED AREAS, COVER MUST SLOPE IN
QW ALL DIRECTIONS TO MATCH PAVING.
�W
In NOTE:
460 SANITARY SEWER MANHOLE RIM
GRADES WILL BE ADDED UPON
COMPLETION ON FINAL LIFT OF
ASPHALT
450 AS -BUILT
CHECKED FOR COMPLIANCE TO CITY STANDARDS
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HERITAGE PLAT
SANITARY SEWER EXTENSION PHASE 2
SE 140TH ST PLAN AND PROFILE:
STA. 10+00.00 TO STA. 21+50.00
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SS -06
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10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
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UNKNOWN. CALL 1-800-424-5555.OB #1352-006-007 �(�'/y NO. REVISION BY DATE APPRN.
SCALE:1'-so HOR17
1"=10' VERT.
50 25 0 50 100
S=362169
NOTES: I -
510 1. EXISTING UTILITIES ARE SURFACE ?
LOCATED ONLY. CONTRACTOR TO VERIFY I >
LOCATION AND ELEVATION PRIOR TO o
CONSTRUCTION. j
i s
2. FOR TRENCH SECTION SHEET DT -01. 1 '�
500 3 v
3. FOR SIDE SEWER CONNECTIONS SEE SIDE >
O O SEWER CONNECTION DETAIL SHEET o G X21
a
I SS -09. SEWER STUBS TO THE o
PROPERTY UNE SHALL BE 6 -INCH ® 2X 3 -•1
490 SLOPE FROM MAIN TO RIGHT-OF-WAY r F 1
+ THEN UP TO SEWER STUB ELEVATION I a W
� W UNLESS OTHERWISE NOTED. k
N=
04. MANHOLES LOCATED IN DRIVEWAY I z N
480 N � APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN I z
UNIMPROVED AREAS ARE TO BE SET A
LLJZ MINIMUM OF 6' AND A MAXIMUM OF 12" I --
ABOVE FINISH GRADE, OR MUST HAVE
J 2'DIA. CONCRETE RING POURED AT _
470 = W GRADE. WHERE MANHOLES LOCATED IN
U (IT PAVED AREAS, COVER MUST SLOPE IN
QW ALL DIRECTIONS TO MATCH PAVING.
�W
In NOTE:
460 SANITARY SEWER MANHOLE RIM
GRADES WILL BE ADDED UPON
COMPLETION ON FINAL LIFT OF
ASPHALT
450 AS -BUILT
CHECKED FOR COMPLIANCE TO CITY STANDARDS
n TcO
Y
g
HERITAGE PLAT
SANITARY SEWER EXTENSION PHASE 2
SE 140TH ST PLAN AND PROFILE:
STA. 10+00.00 TO STA. 21+50.00
RIM
SS -06
10 X15
SCALE:1'-so HOR17
1"=10' VERT.
50 25 0 50 100
S=362169
NOTES: I -
510 1. EXISTING UTILITIES ARE SURFACE ?
LOCATED ONLY. CONTRACTOR TO VERIFY I >
LOCATION AND ELEVATION PRIOR TO o
CONSTRUCTION. j
i s
2. FOR TRENCH SECTION SHEET DT -01. 1 '�
500 3 v
3. FOR SIDE SEWER CONNECTIONS SEE SIDE >
O O SEWER CONNECTION DETAIL SHEET o G X21
a
I SS -09. SEWER STUBS TO THE o
PROPERTY UNE SHALL BE 6 -INCH ® 2X 3 -•1
490 SLOPE FROM MAIN TO RIGHT-OF-WAY r F 1
+ THEN UP TO SEWER STUB ELEVATION I a W
� W UNLESS OTHERWISE NOTED. k
N=
04. MANHOLES LOCATED IN DRIVEWAY I z N
480 N � APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN I z
UNIMPROVED AREAS ARE TO BE SET A
LLJZ MINIMUM OF 6' AND A MAXIMUM OF 12" I --
ABOVE FINISH GRADE, OR MUST HAVE
J 2'DIA. CONCRETE RING POURED AT _
470 = W GRADE. WHERE MANHOLES LOCATED IN
U (IT PAVED AREAS, COVER MUST SLOPE IN
QW ALL DIRECTIONS TO MATCH PAVING.
�W
In NOTE:
460 SANITARY SEWER MANHOLE RIM
GRADES WILL BE ADDED UPON
COMPLETION ON FINAL LIFT OF
ASPHALT
450 AS -BUILT
CHECKED FOR COMPLIANCE TO CITY STANDARDS
n TcO
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g
HERITAGE PLAT
SANITARY SEWER EXTENSION PHASE 2
SE 140TH ST PLAN AND PROFILE:
STA. 10+00.00 TO STA. 21+50.00
RIM
SS -06
10 X15
530
520
O f°
O O
I
1ON
N 510
N =
1)
500
is
Z!�
_ 490
H N
Q W
480
470
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC 13, TWP 23 N, RGE 5 E, WM, KING CO, WA
84 83 82 81 80 79 ROAD D 77
i 1 /
Id
PROJECT BOUNDARY rL INT'X STA 25+36.97, SE 140TH ST I 1
STA. 906+71.39, ROAD "D" 1 78
PAD
1 + EL. -501.60
_ ! % o
m'�,�
op
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m�
v0
aL9
om
o�
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a
-
ELEV.
�'e
m
- -
_.-a_
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360.7-
0 O^
OLO
~
O0a
,n
OO
36t- L.F.,
I256.0
II,
8"0 S.S
RADE ELEV
D INT. = 501.87
LO
8"0 S.S
PROPOSED EDGE OF
PAVEMENT
PID 7230200100
PID # 7230200110
PID 111 7230200120
PID / 7230200130
PID / 7230200140
HOUSE /17415
HOUSE /17425
HOUSE /17433
HOUSE /17441
HOUSE #17443
FIRST FLOOR
FIRST FLOOR
FIRST FLOOR
FIRST FLOOR
FIRST FLOOR
ELEV.=489±
ELEV. 492±
ELEV. 495±
ELEV. 4963
ELEV. 4993
/H2-09, TYPE 1-48"OLJ IS.S.M.H. %H2-10, TYPE 1
STA. 23+50.38, 8.75' LT. STA. 25+86.38, 9.20' LT.
SE 140TH ST
PID j 7230200150 1
HOUSE /14025 1
FIRST FLOOR
ELEV. 501±
P
I
to old
m'�,�
op
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mo
s
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0
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0 O^
OLO
~
O0a
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OO
B OO
It
II,
FINISHED
RADE ELEV
D INT. = 501.87
LO
WARNING: '_"" S"°°0"�"°�° I®I®V1
s"N° z°�
Feperel Way,
WA BBOp3
THE UTILITY LOCATIONS SHOWN W"".esm°I"l.com
P IlicE'wu.r. "° I vnj ct� nII lar.`�. ,°cntlecty.
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1-800-424-5555. ESM JOB #1352-006-007
22+00 23+00 24+00 25+00 26+00
NO.
REVISION
wmhm
DAA,: oa
BY I DATE 1 APPR I -
STA. 26+67.55, SE 140TH ST
END IMPROVEMENTS
ELEV = 500.64
530
520
510
490
►r70
470
l amw
WE I
T
E
CNX4
IF ,q! MCN
5VlE ItNI411N4LY
n
SCALE: 1'=50' HORIZ.
1"=10' VERT.
50 25 0 50 100
Dmm
HS
mkydm
M.S.
KEY MAP
NOT TO SCALE
NOTES
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO VERIFY
LOCATION AND ELEVATION PRIOR TO
CONSTRUCTION.
2. FOR TRENCH SECTION SHEET DT -01.
3. FOR SIDE SEWER CONNECTIONS SEE SIDE
SEWER CONNECTION DETAIL SHEET
SS -09. SEWER STUBS TO THE
PROPERTY LINE SHALL BE 6 -INCH 0 2%
SLOPE FROM MAIN TO RIGHT-OF-WAY
THEN UP TO SEWER STUB ELEVATION
UNLESS OTHERWISE NOTED.
4. MANHOLES LOCATED IN DRIVEWAY
APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SET A
MINIMUM OF 6" AND A MAXIMUM OF 12--
ABOVE
2"ABOVE FINISH GRADE, OR MUST HAVE
2'DIA. CONCRETE RING POURED AT
GRADE. WHERE MANHOLES LOCATED IN
PAVED AREAS, COVER MUST SLOPE IN
ALL DIRECTIONS TO MATCH PAVING.
(AS -BUILT CERTIFICATION: ��'
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
LOCATIONS OF THE SEWER LINES SHOWN HEREON ARE THE
RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY 4,Q�8 4•
DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK o" c
PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED
PROFESSIONAL SURVEY PRACTICE. WE MAKE NO OTHER WARRANTY a
EITHER EXPRESSED OR IMPLIE axss
(DATE:
5-362110
SANITARY SIDE SEWERS
SEWER STUB
INT'X STA.
25+36.97,
E 140TH ST
MIN. FF
DEPTH 0 END
ELEV. 0
DOWNSTREAM
LOTS
ELEV.
OF STUB
1
S.S. MAIN
S.S.M.H.
H.P. ELEV =
502.21
496.00
= STA. 9C6+71.39.
ROAD
"D"
FINISHED
RADE ELEV
D INT. = 501.87
H�P.
STA = 25+87.06
----PVI-STA
=
23-+46:5-,C-----
PVI
51A = 25L+BT.06---i
PVI ELEV
= 498.67
VI ELEV =
02.74
A.D. _
-2.89
AD._ -
.38
K=
9.11
K=36.3
200.OC'
VC
125.00' YC
-
- _
aLc)
LO
10
-
n
N
+
o
_
o
+
_
o
i
jj
w
w
w
N
N
'
PROPOSED
GRADE
`
ORIGINAL
GROUND
- J
4
S.
®S-
J
1_
.,
-35
_��.
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L.F
-- --
S.S.M.H.
1-12-10 TYP
1-48"
360.1
i
RIM =
I.E. IN =•
^'-"^ 6"0
494.17 (N)
I.E. OUT
- 193:97; 8'0
493.83 (Wi
-_--- -
------------=--------
-------
---
S.S.M.H.
2-09 TYPE
1-48"
RIM =
I
I
I.E. OUT =
#B9 -t 8"0
291.199 NW)
89.99NW)
WARNING: '_"" S"°°0"�"°�° I®I®V1
s"N° z°�
Feperel Way,
WA BBOp3
THE UTILITY LOCATIONS SHOWN W"".esm°I"l.com
P IlicE'wu.r. "° I vnj ct� nII lar.`�. ,°cntlecty.
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1-800-424-5555. ESM JOB #1352-006-007
22+00 23+00 24+00 25+00 26+00
NO.
REVISION
wmhm
DAA,: oa
BY I DATE 1 APPR I -
STA. 26+67.55, SE 140TH ST
END IMPROVEMENTS
ELEV = 500.64
530
520
510
490
►r70
470
l amw
WE I
T
E
CNX4
IF ,q! MCN
5VlE ItNI411N4LY
n
SCALE: 1'=50' HORIZ.
1"=10' VERT.
50 25 0 50 100
Dmm
HS
mkydm
M.S.
KEY MAP
NOT TO SCALE
NOTES
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO VERIFY
LOCATION AND ELEVATION PRIOR TO
CONSTRUCTION.
2. FOR TRENCH SECTION SHEET DT -01.
3. FOR SIDE SEWER CONNECTIONS SEE SIDE
SEWER CONNECTION DETAIL SHEET
SS -09. SEWER STUBS TO THE
PROPERTY LINE SHALL BE 6 -INCH 0 2%
SLOPE FROM MAIN TO RIGHT-OF-WAY
THEN UP TO SEWER STUB ELEVATION
UNLESS OTHERWISE NOTED.
4. MANHOLES LOCATED IN DRIVEWAY
APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SET A
MINIMUM OF 6" AND A MAXIMUM OF 12--
ABOVE
2"ABOVE FINISH GRADE, OR MUST HAVE
2'DIA. CONCRETE RING POURED AT
GRADE. WHERE MANHOLES LOCATED IN
PAVED AREAS, COVER MUST SLOPE IN
ALL DIRECTIONS TO MATCH PAVING.
(AS -BUILT CERTIFICATION: ��'
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
LOCATIONS OF THE SEWER LINES SHOWN HEREON ARE THE
RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY 4,Q�8 4•
DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK o" c
PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED
PROFESSIONAL SURVEY PRACTICE. WE MAKE NO OTHER WARRANTY a
EITHER EXPRESSED OR IMPLIE axss
(DATE:
5-362110
SANITARY SIDE SEWERS
SEWER STUB
m
MIN. FF
DEPTH 0 END
ELEV. 0
DOWNSTREAM
LOTS
ELEV.
OF STUB
1
S.S. MAIN
S.S.M.H.
78
502.60
496.00
1 494.20
S.S.M.H. #H2-9
AS -BUILT
CHECKED FOR COMPLIANCE TO CITY STANDARDS
NOTE:
SANITARY SEWER MANHOLE RIM
GRADES WILL BE ADDED UPON
COMPLETION ON FINAL LIFT OF
ASPHALT
M
xw¢axni wiew/,°°I p, �$ CITY OF HERITAGE PLAT o�/1s/2o1
REN TON SANITARY SEWER EXTENSION PHASE 2°°°
SE 140TH ST PLAN AND PROFILE:
DATUM
Planning/Building/Public Works Dept. STA. 21+50.00 TO STA. 26+67.55 .S-07
11 D13
m
m
m
Z
z
. l
EXISTING 8"�.S.
//--���
I 11I rr�7Y
A''II' G -1 SvTJ:IV
IFRTH AVE SE
1 I PID II 7229800055
I 1 HOUSE X16804
I 1 FINISHED FLOOR ELEV. 4723
I �P
EXISTING CHAIN J
LINK FENCE
EX. S.S.M.H. nHt-10, TYPE 1-48"0
STA. 1+46.08, 4.42' RT.
EXISTING
GATE
f
490
T-'
470
►1-M
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC 13, TWP 23 N, RGE 5 E, WM, KING CO, WA
PID # 7229800060 169TH AVE SE1 PID !i 7229800310
VACANT LOT I I VACANT LOT
1
EXISTING
EXI IJI' I ilN( ,[I D -- TELEPHONE
�� C(Inc. lui
I I :i r OP I��
EXISTING
UlI j ��II WATER
707 �� .. VIII .1. /
n
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1
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1
Ili 1.
f'
Ilii: I
,I
�b III
289.1 •--__
4949 L.F., XI :,'IIAIG
8"0 S.S -,.-
Ill' PID % 7229800066 PID # 7229800065
HOUSE #16805 HOUSE #14005
FINISHED FLOOR ELEV =4723 FINISHED FLOOR ELEV.=4723
S.S.M.H. l-! -01, TYPE 1-48"0
STA. 4+35.15, 5.95' RT.
1
1
1
PID / 7229800315 PID / 7229800320
HOUSE #16916 HOUSE /16936
FINISHED FLOOR ELEV.=4723 FINISHED FLOOR ELEV=4743
EXISTING 12
CMP CULVERT
--- L 240-7 -----
IEXISTING 12' 3'4+ L.F.,
ICMP CULVERT 8"0 S.S
1
1
PE INT'X STA. 4+39.57, SE 140TH ST
1
1 PID / 7229800210
VACANT LOT
S.S.M.H. /H2-02, TYPE 1-48"0
STA. 6+75.86, 5.82' RT.
SE 140TH ST
` EDGE OF
PAVEMENT
PID % 7229800205
VACANT LOT
PID # 7229800325
S°"e 205
Fea"rn Wer. WA sewa
scivil.cOm iZa m"
�n m,. Lma rlannxq
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PID 111 7229800330
3 1ST REVISION
HOUSE {16940
4+39.5',
SE 140TH
HOUSE {13851
N0.
aEo,Eo
AAI
FINISHED FLOOR
ELEV.=4803
.raxom:
FINISHED FLOOR
ELEV=4873
AVE SE
Z
2.
FOR TRENCH SECTION SHEET DT -01.
169TH
1II
FOR SIDE SEWER CONNECTIONS SEE SIDE
0
SEWER CONNECTION DETAIL SHEET
o�
XI INI
SS -09. SEWER STUBS TO THE
1
O
AGN I IL�FP
PROPERTY LINE SHALL BE 6 -INCH 0 2%
0
�U�/)�
y)
SLOPE FROM MAIN TO RIGHT-OF-WAY
+
t5
N0�0
On
4.
MANHOLES LOCATED IN DRIVEWAY
—
APPROACHES SHALL BE SET TO FINISH
US
DD—
— —
GRADE. MANHOLES LOCATED IN
----_Q
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s
a 3
-
a
a
MINIMUM OF 6" AND A MAXIMUM OF 12'
D
ABOVE FINISH GRADE, OR MUST HAVE
-- -
_ �+
W
g
X� IA.
400.4
_ "-�_
Z
>
......,
44&& L.F.,
PAVED AREAS, COVER MUST SLOPE IN
J
8"o S.S
.•x
=
I
- -
x
a
x x
w
-
I
--
W
+
to
x ; ING
ORIGIN
—
N
Q {
CPP ar_V'FT
3 n
PID Iw 7229800200
W
VACANT LOT
(/I
PID # 7229800195
HOUSE #14011
FINISHED FLOOR ELEV =4843
n
SCALE: 1"=50' HORIZ.
1"=10' VERT.
50 25 0 50 100
AS -BUILT CERTIFICATION:
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL C
LOCATIONS OF THE SEWER LINES SHOWN HEREON ARE THE
RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY
DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK o
PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED
PROFESSIONAL SURVEY PRACTICE. WE MAKE NO OTHER WARRANTY
EITHER (PRESSED OR IMP E x
u1!4 akuos
1+00
2+00
3+00
4+00
WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1-800-424-5555.
S°"e 205
Fea"rn Wer. WA sewa
scivil.cOm iZa m"
�n m,. Lma rlannxq
°"�"�°°° t6
72ES—M,mO,
�"� 9 �0
3 1ST REVISION
INT°X;STA.
4+39.5',
SE 140TH
ST
N0.
aEo,Eo
AAI
If aNI MIE Net
s`A" "C91e1"x`
REVISION BY I DATE I APPR
.raxom:
AVE SE
Z
2.
FOR TRENCH SECTION SHEET DT -01.
169TH
1II
FOR SIDE SEWER CONNECTIONS SEE SIDE
SEWER CONNECTION DETAIL SHEET
SS -09. SEWER STUBS TO THE
1
PROPERTY LINE SHALL BE 6 -INCH 0 2%
SLOPE FROM MAIN TO RIGHT-OF-WAY
THEN UP TO SEWER SNB ELEVATION
N0�0
On
4.
MANHOLES LOCATED IN DRIVEWAY
APPROACHES SHALL BE SET TO FINISH
fuwi
GRADE. MANHOLES LOCATED IN
----_Q
_-m
s
a 3
-
a
a
MINIMUM OF 6" AND A MAXIMUM OF 12'
D
ABOVE FINISH GRADE, OR MUST HAVE
n
2'DIA. CONCRETE RING POURED AT
3
GRADE. WHERE MANHOLES LOCATED IN
I
>
PAVED AREAS, COVER MUST SLOPE IN
ALL DIRECTIONS TO MATCH PAVING.
.•x
AL_.-_----
I
- -
x
a
x x
w
-
I
--
+
to
w
ORIGIN
{1L GROUND
x
w
Q {
\1•
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400.4
1
409 1 -•. 8'�0
PVC SDR -135 S.S. 0 S=G.F,6% '.
0.57%
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8"0 PVC S(bR-35
S.S.
0 S-9.49%
289.1
39& L.F.,
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�S.S. 0
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S=�40%
2
0.7 -F.,
-_-.
__----------
-------
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--_- - -.__--0.39%
-. __ ._._
__- ----
--------
---- ---------
..-
_._---- -
I-----------------
....ill.
1,
I
N1
REI
—
8"
S.S.
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. TYPE 1-48';
i
---- ---
4i0 5
46`�42
d tip.
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478.56
IN —
'
1
8"0463.1
3.
1 (E)
RIM
LE. IN
=60X
4il.8
4644331
8"0 464.16
E)IN
IN
LE
8 0 46
.97 (E)
I-
LES
OUT —H
8"0
.17 (W)
LE.
UT = X67
8"0 464.0
(W)
OUT = 461.91,
8'0
I
1+00
2+00
3+00
4+00
WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1-800-424-5555.
S°"e 205
Fea"rn Wer. WA sewa
scivil.cOm iZa m"
�n m,. Lma rlannxq
°"�"�°°° t6
72ES—M,mO,
�"� 9 �0
3 1ST REVISION
4 REVISED MYLAR SUI
5 ASBUILT SUBMITTAL
ASBUILT MYLAR
#1352-006-007
N0.
5+00 6+00 7+00 8+00
ESM 09/10/13.
o
�
i
m
Nz
Z
Sq
AL ESM 09/19/13
ESM /24/f4
�' ' 00.
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ESM 7/16/14
aEo,Eo
AAI
If aNI MIE Net
s`A" "C91e1"x`
REVISION BY I DATE I APPR
.raxom:
500
490 00
01
ON
0
480 0 w
In
470 LLJ�
zg
J
460 N
Q W
N
450
NOTE:
9+00 10+00 SANITARY SEWER MANHOLE RIM
GRADES WILL BE ADDED UPON
COMPLETION ON FINAL LIFT OF
ASPHALT
CITY OF
RENTON
DATUM
Planning/Building/Public Works Dept.
B
V
TM
wMIX)
MUS,
;f
o
�
i
m
Nz
Z
n
1. EXISTING UTILITIES ARE SURFACE
3
LOCATED ONLY. CONTRACTOR TO VERIFY
m
g
z
CONSTRUCTION,
KEY MAP
NOT TO SCALE
NOTES:
o
�
i
m
Nz
n
z
C
m
m
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO VERIFY
g
LOCATION AND ELEVATION PRIOR TO
CONSTRUCTION,
Z
2.
FOR TRENCH SECTION SHEET DT -01.
3.
FOR SIDE SEWER CONNECTIONS SEE SIDE
SEWER CONNECTION DETAIL SHEET
SS -09. SEWER STUBS TO THE
1
PROPERTY LINE SHALL BE 6 -INCH 0 2%
SLOPE FROM MAIN TO RIGHT-OF-WAY
THEN UP TO SEWER SNB ELEVATION
UNLESS OTHERWISE NOTED.
4.
MANHOLES LOCATED IN DRIVEWAY
APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SET A
a
MINIMUM OF 6" AND A MAXIMUM OF 12'
D
ABOVE FINISH GRADE, OR MUST HAVE
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GRADE. WHERE MANHOLES LOCATED IN
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ALL DIRECTIONS TO MATCH PAVING.
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AS -BUILT
CHECKED FOR COMPLIANCE TO CITY STANDARDS
re
HERITAGE PLAT ux/16/201,
SANITARY SEWER EXTENSION PHASE 2°°
SE 140TH ST PLAN AND PROFILE: ,�
STA. 1+00.00 TO STA 10+00.00 SS -0$
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NOT TO SCALE
MAN ICLE r+AME AND COVER
SEE SIU. PLAIN 401
ADJUSTMENT RINGS (a' WIN.)
YE N07 6
MCMTAN .NMNT(E) (-/e' MIN.)
SEE NOTE 5
CHNH gcCENWiC)
PUERFR GAS. ETED JOINTS IN
AC.RDANC£ W`TH ASTM C-413
5T1'5 - AOLYPRCPYIENF STEPS
SULL BE INCLLNLD
CONCRETE RISER BY PIPE INC
OR APPROVED MAL.
LADDER-PJLYPRCPYLEN::
SHALL BE ATTACHER ID MANHOLE
MAX. PIPE S2E - 'C'
CONCRETE SILLH
'RECAST BAY YC➢ON
OR CAST IN 4SLT.
48' VH
•A• _
98'
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•0•
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_
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21^ 0.
SC MH
_
5<"
_5mN
8 MIN.
5.5-h
2C MIN_
24" I.D.
60' MI l_1
60"
1 8- MIN.
6- M 4
1 92' MIN.
30" I.D.
MOSS,.
1. STEPS TO SE F-0LYPROPVLENE SAFETY STEPS
2 BIDS ARE TO BE IN PUCE BEFORE MMHCUE SCCRPAS AIDE NS-ALLCD,
3. CASTING Si PS PER ST0. P1AN AOI.
4 1141 4. "ONTS 10 BE O RD\FnROC PRECAST MNCllE-E.
5. ALL JOYx, TS BETWEEN THE CONE. RISER RNGS. BRICKS AND CASRIG SNAIL BE GRCUMD.
S. ADJ STICNT IT THE CASIIW 10 GRAUE Si BE ACCOMPLISHED MTH A CCMBWATON OF
AD,IUSIMFAT RINGS BRICKS AND M041AR ONLY. 9 S SHALL BE STAGGERED -0 CREATE A RJNNING
BOID RV 1/2 ROME. 1N= L- fE 91WC IG PROEYTFD.
7. SANITARY SEYAL MANHOLES SHALL PAIS &_ INIEROR SUR=ACES, NOUIDIN'G CHANNELING,
COATED (SEAL'D) WITH A HER SOLUS UHETHM 1, COATING: WASSER MC-AROSXIELO OR
APPROVE) SOJA_ COLOR O COATING SHALL Sir
a RUBBER GASEIE) JDNiS SMALL BE IN CO IFORMANCE WTI ASW :-443.
9. CNAVEL IEIGPT SHALL BE A MNMUM OF 3/4 OF THE INSOE DIAMETER OF THE LARCE51 PHI
10. CONNECTIONS TO MANHOL STALL BE MADE USING GAN ADAPTOR, KOR-N-SEAL BOOTS OR
APPROVED EOUAL
IT. N UNIMPROVED AREAS. MANI SHALL EXTEND A WIN OF C AND A MAXIMUM P 12"
ABOVE nM91E0 GRACE OR MUST NAYS A WNL T DIAMETER CONCRETE RINGS POURdn AT GRADE
IN PAVED AREAS. COVER MOST SLOE IN ALL DIRECTONS TO MATCH PANNG
PLBUC WORKS �• 1$AR - t
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F. MANHOLE CONNECTION - NL CMNLCI�CKS TO MAMNOES 69ALL DE
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FWFR FJVAT ON
ELEVATION
NO -E+
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A Willi 25' COVER AT'RORERnr LINE OR 3-5' LOWER
TUN THE LOWES- HOUSE ELEVATION. WINICiEVER IS -OWER
PUBLIC WORKS
STANDARD SIDE SEINER PIAT -408.1 -
DEPAIMMENT INSTALLATION
(SEWER MAIN TO PROPER LINE)L7SEPTEIIRER 2011
RENTO
SEWER
HULTHCLES - 3 PLCs
EQUALLY SPACCU 120'
APART DN 23 +/16' 1586,,)
NA DIG (SFF i)ETAE)
COVER BOTTOM VIEW
COVER 6 FRAME
PLAN VIEW
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OIA NOTES
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING UD PER EAST
JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER). SANITARY (SFECIFY
"SEWER"). OR WATER (SPECIFY "WATER-).
WARNING:
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MANHOLE FRAME AND COVER
MARCH 2008
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BEDDING MATERIAL FOR
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FOUNDATION LEVEL ,
LIMITS OF PIPE ZONE
I
1' 0"
OF PIPE
11
BEDDING FOR SANITARY SEWER PIPE
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HMO TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX_ DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. SEE "EXCAVATION AND PREPARATION OF TRENCH" N THE SANITARY
SEWER SECTION OF THE STANDARD SPECIRCATIONS FOR TRENCH
WIDTH "W' AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE
ACTUAL TRENCH WIDTH.
B. TRENCH BACKFILL SHALL CONrosm TO "BACKFILUMI IN THE SANITARY
SEWER SECTION OF THE STANDARD SPECIFICATIONS. EXCEPT THAT
ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER
SHALL NOT BE USED IN THE BACKFlLL MATERIAL.
6. PIPE ZONE MATERIAL SHALL HE "GRAVEL BACKFILL FOR DRAINS" AS
SPECIFIED IN THE AGGREGATES SECTOR OF THE STANDARD
SPECIFICATIONS.
7. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE ROW
UNE IS MAINTAINED.
PUBLIC WORKS PIPE BEDDING SID. PLAN - 605
DEPARTMENT FOR SANITARY SEWERS MARCH 2006
RECESSED
UFT POCKET
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168TH AVE SE
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II, FINISHED FLOOR ELEV.=4723
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PID # 7229800065
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FINISHED FLOOR ELEV.=4723
169TH ST SE
N: 176687.72
E: 1323416.42
SE 140TH ST SEE SITKEY-� CONTROL PLAN
PID 111 7229600325 PID # 7229800330 171ST AVE SE
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FINISHED FLOOR ELEV. 4803 FINISHED FLOOR ELEV. 487± L
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SEE SITE SURVEY CONTROL PLAN
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FINISHED FLOOR ELEV. 474±
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PROPOSED OVERLAY IMPROVEMENTS ALONG
140TH ST EAST OF 171ST AVE SE ARE
THE HERITAGE PLAT ROAD AND STORM
NSTRUCTION PLANS.
n
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Y=10' VERT.
50 25 0 50 100
NOTES:
1. EXISTING UTILITIES ARE SURFACE LOCATED
ONLY. CONTRACTOR TO VERIFY LOCATION
AND ELEVATION PRIOR TO CONSTRUCTION.
2. PRIOR TO TRENCHING ALL HARD
SURFACES (PAVEMENT, CONCRETE,
DRIVEWAYS ETC.) ARE TO BE SAWCUT
FULL DEPTH.
3. PROPERTY CORNERS, RIGHT-OF-WAY
MARKERS, SURVEY MONUMENTS AND
FENCES THAT MAY BE REQUIRED TO BE
REMOVED OR DISTURBED BY
CONSTRUCTION SHALL BE FIRST LOCATED
AND REFERENCED BY A SURVEY AND
RESTORED IN THEIR ORIGINAL CONDITION
AND LOCATION AFTER CONSTRUCTION IS
COMPLETED BY A LICENSED
PROFESSIONAL SURVEYOR. IF MONUMENTS
NEED TO BE RAISED TO NEW GRADE,
SAID RAISING SHALL BE IN ACCORDANCE
WITH 2007 KING COUNTY STANDARD
DETAILS 5-019 AND 5-020.
4. IN ACCORDANCE WITH KC ROAD STDS,
SECTION 8.03(C)C, ROADS SHOWN ON
PLANS SHALL BE PATCHED AND OVERLAID
FULL WIDTH WITH A MIN 1.5' COMPACTED
STATE SPEC HMA.
5-362173
LEGEND
PROPOSED PAVEMENT RECONSTRUCTION
AREA. ACTUAL OF
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OVERLAY MATCHES EXISTING PAVEMENT.
EMULSIFIED ASPHALT GRADE CSS -1 TACK
SHALL BE APPLIED TO EDGE OF EXISTING
PAVEMENT. ALL JOINTS SHALL BE SEALED
USING PAVING ASPHALT AR4000W.
CRUSHED SURFACING TOP COURSE SHAL
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SHOULDER.
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SEE PROJECT SPECIFICATIONS
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5 1 ASBUILT SUBMITTAL
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NOTES:
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BACKFILLED AND TEMPORARILY PATCHED WITH ASPHALT
AT THE END OF EACH WORK DAY. THIS WORK IS
INCIDENTAL TO ALL TRENCH RESTORATION WORK.
2. THE ROADWAY SHALL BE REBUILT WITHIN TWO (2)
WEEKS OF FINAL INSPECTION AND APPROVAL OF UTILITY
INSTALLATION.
3. IF CONSTRUCTION OF SANITARY SEWER FORCE MAIN
WITHIN SE 144TH STREET OCCURS OUTSIDE OF THE
FOG LINE THE UTILITY PATCH AND OVERLAY ONLY
NEEDS TO EXTEND TO FOG LINE AS OPPOSE TO
CENTERLINE OF ROADWAY. HOWEVER, IF THE UTILITY
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CRUSHED SURFACING TOP COURSE SHALL
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EDGE OF ASPHALT OVERLAY TO THE
SHOULDER.
IF CONNECTION TO EXISTING ASPHALT IS
REQUIRED THE SAWCUT ALONG PAVEMENT
EDGE SHALL BE 2" DEEP. THEN REMOVE
AND OR GRIND EXISTING ASPHALT SO THAT
OVERLAY MATCHES EXISTING PAVEMENT.
EMULSIFIED ASPHALT GRADE CSS -1 TACK
SHALL BE APPLIED TO EDGE OF EXISTING
PAVEMENT. ALL JOINTS SHALL BE SEALED
USING PAVING ASPHALT AR4000W.
CHECKED FOR COMPLIANCE TO CITY STANDARDS
AS -BUILT
HERITAGE PLAT G7
SANITARY SEWER EXTENSION PHASE 2 E°
ROADWAY DETAILS I DT -01
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SCALE: 1° = 1250'
prepared by
181 S 333RD STREET
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0 FlRST SUBMrrrAL
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JOB #1655- 001 -011
prepared by
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Phone: (253) 838 -6113
0 FlRST SUBMrrrAL
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2
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KEY —SV
4
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5 -9
SS -01 — SS -05
10
SS -06
11
RD -01
12
DT -01
Index
DESCRIPTION
COVER SHEET
LEGEND AND GENERAL NOTES
SITE SURVEY CONTROL
SANITARY SEWER EXTENSION KEY MAP
PLAN AND PROFILE
SANITARY SEWER DETAILS
ROADWAY RESTORATION PLAN
ROADWAY DETAILS
5- 361615
CITY OF
NoxrzaNra.: xw lees /Iasi
RENTON
DATUM
Planning /building /Public Works Dept.
CHECKED FOR COMPLIANCE TO CITY STAND DS
o !6d�rEe� lD 7
ISSAQUAH SCHOOL DISTRICT
SANITARY SEWER EXTENSION - P2
COVER SHEET
15
01/11/12
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SANITARY SEWER LINES WITHIN ONLY ONE ROADWAY BLOCK AT A m�sscr..
CUTOFF SCALE
TIME AND SHALL COMPLETE THE TEMPORARY HOT -MIX ASPHALT
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ROCK CHECK DAM
STEEL PLATES MAY BE USED OVERNIGHT TO COVER THE LAST
NON- RADIAL BEARING
SECTION OF TRENCH. STEEL PLATES MUST BE PINNED DOWN ME
SEDIMENT FILTER
AND ASPHALT RAMPS /WEDGES MUST BE PLACED AROUND THE
MAX
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STRAW BALE
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AVENUE
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INSIDE DIAMETER
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ASBESTOS CEMENT PIPE
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INVERT ELEVATION
ADJ
ADJACENT
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ALUMINUM
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LENGTH
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AMERICAN NATIONAL STANDARDS INSTITUTE
LB
POUNDS
AP
ANGLE POINT
LF
LINEAL FEET
ASPH
ASPHALT
MAX
MAXIMUM
ASTM
AMERICAN SOCIETY OF TESTING AND MATERIALS
MFR
MANUFACTURER
ASSY
ASSEMBLY
MH
MANHOLE
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BLIND FLANGE
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MINIMUM
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BUILDING
MJ
MECHANICAL JOINT
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MISCELLANEOUS
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NORTH
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POLYETHYLENE
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PERFORATED
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POLYVINYL CHLORIDE
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PAVEMENT
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POINT OF CURVATURE
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QUANTITY
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DEGREE OF CURVATURE
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STORM DRAIN
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EDGE OF PAVEMENT
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ELEVATION
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SPECIFICATIONS
EL
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ELECTRICAL
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FIRE DEPARTMENT CONNECTION
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TOP OF CURB
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TELEPHONE
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GENERAL NOTES:
1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE
LATEST STANDARDS AND SPECIFICATIONS OF THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT AND THE 2008 EDITION OF
THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS
APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE
RENTON STANDARD PLANS & SPECIFICATIONS. SOME STANDARD
DETAIL DRAWINGS MAY HAVE BEEN MODIFIED FOR THE CONTRACT.
THE CONTRACTOR SHALL REFER TO DETAIL DRAWINGS INCLUDED
IN THE CONTRACT DOCUMENTS. A SET OF APPROVED PLANS
SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
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 OR
DISTURBANCE. FOR UTILITY LOCATES CALL 800 - 424 -5555 (OR
811) A MINIMUM OF 72 HOURS PRIOR TO EXCAVATION.
3. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE
SUBMITTED AT THE PRE — CONSTRUCTION MEETING. ANY
MODIFICATIONS TO THE APPROVED TRAFFIC CONTROL PLAN SHALL
BE RESUBMITTED AND APPROVED PRIOR TO IMPLEMENTATION.
4. ALL FITTINGS SHALL BE BLOCKED PER CITY OF RENTON
STANDARD DETAILS UNLESS OTHERWISE NOTED.
5. THE CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO
REMOVE DUST AND DEBRIS FROM PAVEMENT AREA AS DIRECTED
BY THE ENGINEER. FLUSHING OF STREETS SHALL NOT BE
PERMITTED.
6. BEFORE COMMENCEMENT OF TRENCHING, THE CONTRACTOR
SHALL PROVIDE A CATCH BASIN FILTER FOR ALL DOWNHILL
STORM DRAIN INLETS AND CATCH BASINS. THE CONTRACTOR
SHALL PERIODICALLY INSPECT THE CONDITION OF ALL FILTERS
AND REPLACE AS NECESSARY.
7. PAVEMENT MARKINGS (E.G. LANE LINE BUTTONS OR PAINT, STOP
BARS, CROSSWALKS, ETC.) DAMAGED OR REMOVED DURING
CONSTRUCTION SHALL BE REPLACED IN KIND.
NOTE:
1. LOT LINES ARE BASED ON GIS INFORMATION AND ARE FOR
GENERAL INFORMATION ONLY.
2. 8" SEWER FORCE MAIN SHALL BE C900 CLASS 200 PIPE
MATERIAL.
3. GRAVITY SANITARY SEWER PIPE MATERIAL:
• PVC SDR35 — 4' TO 15' OF COVER — 18 "0 OR LESS
• PVC C905 DR21 — OVER 18 "0
• PVC C900 — LESS THAN 4' OF COVER
• PVC C900 — OVER 15' OF COVER
SURVEY DATUM:
HORIZONTAL DATUM:
NAD83(91) WASHINGTON STAE PLANE COORDINATE SYSTEM NORTH
ZONE
VERTICAL DATUM:
NAVD 1988 CITY OF RENTON PUBLISHED BENCH MARKS
#1909 CASED MONUMENT WITH LEAD AND TACK AT THE INTERSECTION
OF SE 139th PLACE AND 156TH AVENUE SE.
ELEVATION = 408.64
#2088 CASE MONUMENT WITH 1lh" BRASS DISC AT THE INTERSECTION
SE 142ND PLACE AND 156TH AVENUE SE.
ELEVATION = 372.34
CITY OF RENTON PUBLISHED BENCH DESCRIPTIONS ARE REVERSED
FOR
BENCHMARKS #2088 AND #1909
SITE CONTROL:
ESM CONTROL POINT LOCATED 27' NW OF THE INTERSECTION OF SE
136TH ST AND 168TH AVENUE SE.
N 178033.9669, E 1323118.6406, ELEVATION = 466.25
ESM CONTROL POINT LOCATED 511' WEST OF THE INTERSECTION OF
SE 136TH ST AND 168TH AVENUE SE ON THE SOUTHERLY EDGE OF
ASPHALT.
N 178031.6592, E 1322625.8698, ELEVATION = 454.97
5- 361616
�= CITY OF
RENTON
Planning /Building /Public Works Dept.
CHECKED FOR COMPLIANCE TO CITY STANDARDS
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177593.3833
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177632.5339
1321421.6704
482.70
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130
177627.0217
1321178.4244
476.29
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134
177624.0971
1321176.5039
CASED
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177626.2125
1322442.3278
444488
FOUND
PK NAIL WITH WASHER
SURVEY DATUM:
HORIZONTAL DATUM:
NAD83(91) WASHINGTON STATE PLANE COORDINATE SYSTEM NORTH
ZONE
VERTICAL DATUM:
NAVD 1988 CITY OF RENTON PUBLISHED BENCH MARKS
#1909 CASED MONUMENT WITH LEAD AND TACK AT THE INTERSECTION
OF SE 139th PLACE AND 156TH AVENUE SE.
ELEVATION = 408.64
#2088 CASE MONUMENT WITH %" BRASS DISC AT THE INTERSECTION
SE 142ND PLACE AND 156TH AVENUE SE.
ELEVATION = 372.34
CITY OF RENTON PUBLISHED BENCH DESCRIPTIONS ARE REVERSED
FOR BENCHMARKS #2088 AND #1909
NOTE:
PROPERTY CORNERS, RIGHT —OF —WAY MARKERS, SURVEY
MONUMENTS AND FENCES THAT MAY BE REQUIRED TO BE
REMOVED OR DISTURBED BY CONSTRUCTION SHALL BE FIRST
LOCATED AND REFERENCED BY A SURVEY AND RESTORED IN
THEIR ORIGINAL CONDITION AND LOCATION AFTER
CONSTRUCTION IS COMPLETED BY A LICENSED PROFESSIONAL
SURVEYOR. IF MONUMENTS NEED TO BE RAISED TO NEW
GRADE, SAID RAISING SHALL BE IN ACCORDANCE WITH 2007
KING COUNTY STANDARD DETAILS 5 -019 AND 5 -020.
A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA
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CHECKED FOR COMPLIANCE TO CITY
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SCALE:-I" = 1250'
CHECKED FOR COMPLIANCE TO CITY
i
WL
r
0 FIRST SUBMITTAL ES M 12/08/11 VE. Naw 1986
1 SEAND SUBMITTA CITY OF ISSAQUAH SCHOOL DISTRICT
777 L ESd 1 04 1 2 DESroxED: 1'-200' x°srzanu: xm ises /Iasi �;
2 MYLAR SUBMITTAL ESM 1/11/12 eND R E N TO N SANITARY SEWER EXTENSION - P2
�0_N__E_1N0H DATUM
Planning /Building /Public Works Dept. SANITARY SEWER KEY SHEET
AL` A1M IF NOT ONE INCH
NO. REVISION BY DATE APPR SCPL"« .NELY
01/11/12
P ¢Deo°x:
PM.E
DPwvnxc na:
KEY -SE
91EEF 4 x:12,
EX. S.S.M.H., TYPE 1 - -48 "2 Wr� EX. SDCP,
AS —BUILT MH�16 S3222 U) RIM 47503
STA. 900 +08.13, 19.83' LT, IE 472.57' 12 - "CMP
06, Iz
N: 177644,12 _ IE 473 CMP
E: 1321171.41 c' I
RIM = 476.59 ro ° PID 4306500010
MID CHANNEL = 469..30 �, X Q V�� HOU E #16202
(10" PVC (`N) 8" PVC (N)) w" T� FIRST FLOOR ELEV.-481.96
Z
cm
EX. 10" SS
-s
[ r -- -- �= = -c-
28 L.F., 12 "0 PVC
S.S. 0 S =0.50% - -- —
:2
z
N
o-
OL INT.
STA. 900 +13.96, SE 137TF
d-
r
r
a, 12 °CMP (E)
162ND AVE SE
w
Z
POINT #134
o
O
CASED MONUMENT
ii
STA. 901+00.00, 8.00'
N: 177624.10
PID
ADJACENT LANE LINE, THE ENTIRE ADJACENT
E: 1321176.50
#16211
Z
SEE SHEET KEY -SV
FIRST FLOOR ELEV.= 485.23
LU
475
Z w
_jw
X
2
W
V
Q
cc
S.S.M.H. P2 -04, TYPE 1 -4
W
ISTA. 900 +08.67, 8.00' RT.
W
CD
U
Vl
O
U)
_
Q
'0
VJ
(n 495
490
485
4 i ;lwl
475
470
465
460
.--- - - - EX. 12 "CMP 901 +00
56 "CMP
91 L.F., 12 "0 PVC
S.S. 0 S =0.50%
RIM 47
RiM }75.70
IE = 470 95, 12' "CMP (N)
IE = 4G8.77, 36 °C1,1P (E)
IE = 473.55, 12 °CMP (S)'
IF - 171 -52, 8'CMP (S)
8" GAT[ - 469.03
I OVERFLOW TO PRECAST =
475.15
I PID #4306500120
HOUSE #16203
FIRST FLOOR ELEV.= 475.18
A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA
F,SDCB
= 48 L2'. - 478 -99,
PID 4306500030
PID #4306500020 HOU E #16218
HOUSE #16210 FIRST FLOOR ELEV.= 485.43
FIRST FLOOR ELEV.= 485.59
APPROXIMATE 'NACER LINE LOCATION
f PER FIELD LOCATED PAINT STRIPES
AND VALVES I
c —
—
902 +00 c _ EX. 8 "CMP
—I —
rEX. 12 "('MP
ex. soce
RiM = 478
IE 471.4
IE 469.4
g= s
SDCB
481.19
478.68, 8 "CMP (N)
478.68, 12 'CMP (W))
PID #4306500090
HOUSE #16219
FIRST FLOOR ELEV.= 483.31
=c —
903+000
NOTE:
'61
84
d-
r
r
a, 12 °CMP (E)
m�i
W
�1
5, 36 "CMP (W)
240
L.F., 12"0 PVC
S.S.
0 S =0.53%
S.S.M.H. P2 -05, TYPE
1 -48 "0
STA. 901+00.00, 8.00'
RT.
PID
ADJACENT LANE LINE, THE ENTIRE ADJACENT
14306500110
HOUSE
#16211
FIRST FLOOR ELEV.= 482.50
g= s
SDCB
481.19
478.68, 8 "CMP (N)
478.68, 12 'CMP (W))
PID #4306500090
HOUSE #16219
FIRST FLOOR ELEV.= 483.31
=c —
903+000
O
0
z — O
7: - -- --- c—�= —c yI
_14_ - - - - - -- — O
w w — 0)
904 +00 U)
- LLJ to
— — -- — JW
p'- -- ---- -m p 186 L.F., 10 "0 PVC Q
S.S. 0 S =1.00%
S.S.M.H. P2 -06, TYPE 1-48 "0
STA. 903 +40.00, 8.00' RT.
PID #43065
HOUSE #16227
FIRST FLOOR ELEV.= 483.69
tnl
!�
NOTE:
'61
S.E. 137TH PL. IS A CITY OF RENTON STREET
d-
r
r
ALL TRENCH RESTORATION SHALL BE PER CITY
m�i
W
�1
OF RENTON CURRENT TRENCH RESTORATION
rpI
O
OJ
AND STREET OVERLAY DETAIL. PER SECTION
c0`
`-
CO
7.1.D (REQUIREMENT FOR PATCHING, OVERLAY,
�i
Ni
07
OVERLAY WIDTHS) IF THE OUTSIDE OF THE
l01
MI
m
TRENCHING IS WITHIN THREE FEET (3') OF ANY
t0)
d-
OJ
ADJACENT LANE LINE, THE ENTIRE ADJACENT
PID #4306500040
TRAVELED LANE AFFECTED WILL BE REPAVED.
HOUSE #16226
-
40
OJ
FIRST FLOOR ELEV.= 485.23
O
0
z — O
7: - -- --- c—�= —c yI
_14_ - - - - - -- — O
w w — 0)
904 +00 U)
- LLJ to
— — -- — JW
p'- -- ---- -m p 186 L.F., 10 "0 PVC Q
S.S. 0 S =1.00%
S.S.M.H. P2 -06, TYPE 1-48 "0
STA. 903 +40.00, 8.00' RT.
PID #43065
HOUSE #16227
FIRST FLOOR ELEV.= 483.69
tnl
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rn
'61
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71
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OJ
162ND AVE SE
1 EXISTING GROUND a li Id X a X
+W .r
m o Q 1 0 ROAD � j i-ii'� au w w — �n
T
N M !.i ow n 10
1 x 1 1 o
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0W m 1 I d
T _. __. __. _ _ 1 -- - _ _1,I - - _ -__O N - O -_- va} W a W
PVC S.S
11 X x
H
3 L.F..
5-0.50 -r hx <x I
(Ip 1 11 rn w rn w 24Q L.F., 12 "0 PVC S.S. �,0 5- 0.53%
RIM 476.15 �VV
I.E. IN = 469.59, 12 "0
I.E. 0 = 469.49,I 12"0
EX. S ,S- M.HTYPE 1 -48 "2
RiM = 476.59 i
I.E. IN = 469.35, 6)"�7 N
I.E. IN = 469.35, 112 "0 E
I.E. OUi = 469 25 1 10"2 W
CONNECT TO EXISTING
S.S.M.H. AND RE- CHANNEL
900 +00
KIM = 41/.'00
I.E. IN = 47� 0.15, 12'
I.E. OUT = 470.05, 1
900 +40 900 +80 901 +20
WARNING: •_"" ,210 I ®I ICI
FBtlB91 WW. WA 98003 eti"�cn m { BN�611a
THE UTILITY LOCATIONS SHOWN WWW.esmcivil.com ,,,�„v i I".
Civil En9In_"n9 I Project IM 9 merit I L nEe M-1, HMVCW r°
ARE APPROXIMATE ONLY. DEPTH °r
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011
+
M
O
rn
h
KIM = 484.40
I.E. IN = 471.64, 10 "0
I.E. OUT = 471.41, 12
L.F., 10 '0, PVC S.S. P 5=1.00%
495
490
465
460
SCALE: 1 " =20' HORIZ.
1 " =5 VERT.
CONTOUR INTERVAL =2'
20 10 0 20 40
NOTES:
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO
VERIFY LOCATION AND ELEVATION PRIOR
TO CONSTRUCTION.
2. FOR TRENCH SECTION AND PAVEMENT
RESTORATION SEE ROADWAY
RESTORATION SHEET DT -01.
3. FINAL RIM ELEVATIONS SHALL MATCH
RESTORED PAVEMENT GRADES.
n BRIARWOOD
w ELEMENTARY
SCHOOL
a
1 0
SE 136TH S7 I ❑�
7 J�
SE 137TH PL ��
� 5
1 - 4
a 0[�
LIBERTY �[€
HIGH
SCHOOL
--4T --1
SE 144TH Si
MAYWOOD
MIDDLE
SCHOOL Q
KEY MAP
NOT TO SCALE
S= 361619
CHECKED / FOR COMPLIANCE TO CITY STANDARDS
l 17 111 en,
901 +60 902 +00 902 +40 902 +80 903 +20 903 +60 904 +00 904 +40
N G'iS�
f / ♦ sumErEe: saxE: w.re:
0 EI1sT SUBMITTa ESM 12/08/11 s2p �" w' °� CITY OF ISSAQUAH SCHOOL DISTRICT �i/11/12
1 SECOND SUBMITTAL ESM M/04/12 • • HAOWIt, wm ,sea /19s1
°`E an � SANITARY SEWER EXTENSION - P2 "�°°°"'
z 1AYlAR suaMmv ESA7 1/11/12 RENTON ME
OMW:
�L t°x�c�I -N_CH- � DATUM wuwwc x°:
CHE0KE4•-. ^* H-5�� Planning /Building /Public Works. Dept. PLAN AND PROFILE: S.E. 137TH ST. SS -01
\ AJM IF NN ONE NCH
�, rV N0. REVISION BY DATE APPR �PN�Ee: _` ^ °tea ° "wtr STA 900 +00.00 TO STA 904 +40.00 9xFET: 5 "'12
C'I s -�3G16 /
O
O
485
O
lqt
+ 04
d' p
01
480
N
'O^^
V/=
475
Z w
_jw
1n
2
470
V
Q
465
460
SCALE: 1 " =20' HORIZ.
1 " =5 VERT.
CONTOUR INTERVAL =2'
20 10 0 20 40
NOTES:
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO
VERIFY LOCATION AND ELEVATION PRIOR
TO CONSTRUCTION.
2. FOR TRENCH SECTION AND PAVEMENT
RESTORATION SEE ROADWAY
RESTORATION SHEET DT -01.
3. FINAL RIM ELEVATIONS SHALL MATCH
RESTORED PAVEMENT GRADES.
n BRIARWOOD
w ELEMENTARY
SCHOOL
a
1 0
SE 136TH S7 I ❑�
7 J�
SE 137TH PL ��
� 5
1 - 4
a 0[�
LIBERTY �[€
HIGH
SCHOOL
--4T --1
SE 144TH Si
MAYWOOD
MIDDLE
SCHOOL Q
KEY MAP
NOT TO SCALE
S= 361619
CHECKED / FOR COMPLIANCE TO CITY STANDARDS
l 17 111 en,
901 +60 902 +00 902 +40 902 +80 903 +20 903 +60 904 +00 904 +40
N G'iS�
f / ♦ sumErEe: saxE: w.re:
0 EI1sT SUBMITTa ESM 12/08/11 s2p �" w' °� CITY OF ISSAQUAH SCHOOL DISTRICT �i/11/12
1 SECOND SUBMITTAL ESM M/04/12 • • HAOWIt, wm ,sea /19s1
°`E an � SANITARY SEWER EXTENSION - P2 "�°°°"'
z 1AYlAR suaMmv ESA7 1/11/12 RENTON ME
OMW:
�L t°x�c�I -N_CH- � DATUM wuwwc x°:
CHE0KE4•-. ^* H-5�� Planning /Building /Public Works. Dept. PLAN AND PROFILE: S.E. 137TH ST. SS -01
\ AJM IF NN ONE NCH
�, rV N0. REVISION BY DATE APPR �PN�Ee: _` ^ °tea ° "wtr STA 900 +00.00 TO STA 904 +40.00 9xFET: 5 "'12
C'I s -�3G16 /
w
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1
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r
PID #4306500080 °� FIRST -FL,0
HOUSE #16235 N
FIRST FLOOR ELEV =483.34
SE 137TH PL (LIBERTY LANE) - CITY OF RENTON
495
p 490
d'
d
0) (n485
1n
(jw
N 480
W
Z lw
J to
U 475
cQ
G
470
465
A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA
EXISTING DRAINFIELD
o
o
480
I
BEND 8 "0 FORCE MAIN iPER r7
I
i
i
M
to
d'lii
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d'
a'I
�I
MCI
�I
W
904 +40 904 +80 905 +20 905 +60
WARNING: 1BtS, I ®I ICI
Fl o. sake WA
PeEerel war, wn sao9a
THE UTILITY LOCATIONS SHOWN www.esmcivil.com ..
7EESM „ "9 Projeft�IM gement tnnEecapa KMltecwn ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1- 800 - 424 -5555. JOB #1655- 001 -011
15' CITY OF RENTON
SANITARY SEWER
EASEMENT
1'1 / \
APPROXIMATE LOCATION
OF S.S.F.M. SANITARY
SEWER FORCE MAIN TO
BE FIELD LOCATED BY
SEWERJEASEMENT
(TYP.)
TA. 400 +89.62
177589.87
1321838.53
-8" 46 BEND (MJXMJ)
-CONC. BLOCKING
37A. 400 +79.88
J: 177586.65
_: 1321829.33
1 -8” 45' BEND (MJXMJ)
I -CONC. BLOCKING
CHAIN LINK FENCE
AT PROPERTY LINE
Z
495 485
490
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I
BEND 8 "0 FORCE MAIN iPER r7
I
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O
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485
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475
Z
O
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n
a
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61
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EXISTING GROUND
a
a r
- - - --
rn F
® ROAD
o w
o w o w
o
�X
480
rn3
rn3 rn3
0?
I Nw
hx
{Q-X iQ-X
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I\ MINIMUM
O
m
�
- --
--
— -
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ry
18"
MIN VERTICAL CLEARANCE
4�
...- -- - - --
._ BETWEEN S S.F.M AND
WATER
Lo J
Z
Z
MAIN LOCATED AT THE
U
._.__—.
- -3. - " -M LOF
- - --
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v
470
cr
0:
460
O
O
w
Nw
i
I
- --1
�
-- ---
-- 73- L E-
10 0 C9Q 0 SS 2
S ',1.34%
r-
I
S.S.M.H. #P2-07,
I
TYPE 1-48"07
S.S.M.H. P2 -08 TYPE 1-60 °0
STA 905 +34.16; 8.00' RT.
_
STA. 905 +94.53, 16.74'
LT.
N:177598.94
SEE PROFILE AT LEFT
= STA. 403 +00.00
E:1321687.59
N:177621.35
484.66
II..E.
4
I.E. I OUT
O
473 5O1 10 "@
"-
_
SEE DETAIL SHEET �I06
904 +40 904 +80 905 +20 905 +60
WARNING: 1BtS, I ®I ICI
Fl o. sake WA
PeEerel war, wn sao9a
THE UTILITY LOCATIONS SHOWN www.esmcivil.com ..
7EESM „ "9 Projeft�IM gement tnnEecapa KMltecwn ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1- 800 - 424 -5555. JOB #1655- 001 -011
15' CITY OF RENTON
SANITARY SEWER
EASEMENT
1'1 / \
APPROXIMATE LOCATION
OF S.S.F.M. SANITARY
SEWER FORCE MAIN TO
BE FIELD LOCATED BY
SEWERJEASEMENT
(TYP.)
TA. 400 +89.62
177589.87
1321838.53
-8" 46 BEND (MJXMJ)
-CONC. BLOCKING
37A. 400 +79.88
J: 177586.65
_: 1321829.33
1 -8” 45' BEND (MJXMJ)
I -CONC. BLOCKING
CHAIN LINK FENCE
AT PROPERTY LINE
Z
495 485
490
I ,
I
480
I
BEND 8 "0 FORCE MAIN iPER r7
I
i
i
M
�
J
O
Q
Q
485
..- -_. ---
Lai
475
N
67
Wi
Ih
61
M!
OJ
I
�
- "- " " -__- --- __ - - -- — ___ - -- EXISTING GROUND
I0
i
a
0-
480
W
W
470
U)
3.0' COVER
I\ MINIMUM
O
O
- --
--
— -
-\
475
Z
Z
465
0%. HIGH
Z
Z
MAIN LOCATED AT THE
U
._.__—.
- -3. - " -M LOF
- - --
U
470
cr
0:
460
O
O
=> Xw z
�W VwV \
465 470
tiI�I:1��P
a
4' HIGH ROCKERY
TOP =473.6
TOE =469.6
NOTE:
S.E. 137TH PL. IS A CITY OF RENTON STREET
ALL TRENCH RESTORATION SHALL BE PER CITY
OF RENTON CURRENT TRENCH RESTORATION
AND STREET OVERLAY DETAIL. PER SECTION
7.1.1) (REQUIREMENT FOR PATCHING, OVERLAY,
OVERLAY WIDTHS) IF THE OUTSIDE OF THE
TRENCHING IS WITHIN THREE FEET (3') OF ANY
ADJACENT LANE LINE, THE ENTIRE ADJACENT
TRAVELED LANE AFFECTED WILL BE REPAVED.
EXISTING CHAIN LINK FENCE (TYP)
(ISSAQUAH SCHOOL DISTRICT
PROPERTY TO THE NORTH OF
THE FENCE)
EDGE OF
CLEARING LIMITS
LIBERTY
HIGH SCHOOL
PID #1323059038
400 +00
5=[�lffm
400 +40 400 +80
i. -20.
ON�Ri NLL SPJdE
IF NM OXE INGL
SfHE ACfAPU1NGLY
wane° . I..
XOP20MPL NN 1983/1991
DATUM
485
4800
O
6
W
475 ± O
01
V
47011 j W
W
Z W
J lL!
N
465 =
c�
G
460
470
401 +20 401 +60
F.. CITY OF
RENTON
Fl
SCALE: 1 " =20' HORIZ.
1 " =5' VERT.
CONTOUR INTERVAL = 2'
20 10 0 20 40
NOTES:
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO
VERIFY LOCATION AND ELEVATION PRIOR
TO CONSTRUCTION.
2. FOR TRENCH SECTION AND PAVEMENT
RESTORATION SEE ROADWAY
RESTORATION SHEET DT -01.
3. FINAL RIM ELEVATIONS SHALL MATCH
RESTORED PAVEMENT GRADES.
y BRIARWOOD
ELEMENTARY
SCHOOL
FIFSE 136TH I
SE 137TH PL
2 5
1 4
UB
o a�N
HIC
�f
HIG
SCHOH tI
OL
SE 144TH ST
MAYWOOD
MIDDLE
SCHOOL 0
KEY MAP
NOT TO SCALE
5- 361620
COMPLIANCE TO CITY STANDARDS
ISSAQUAH SCHOOL DISTRICT 01/11/12
SANITARY SEWER EXTENSION - P2 `k`7
PM.E
Planning /Building /Public Works Dept, PLAN AND PROFILE: S.E. 137TH ST.
STA 904+40.000 TO FORCE MAIN STA 401 +60.00
SS -02
.6X12
I ,
I
I
BEND 8 "0 FORCE MAIN iPER r7
I
i
i
M
(190' MIN)I WITH MAX DEFLECTION AT + W
O
JOINT HALF OF THAT ALLOWED BY THE 0 m
0
d'
MANUFACTLRER_(LESS TIHAN .... ),_.
..- -_. ---
t7
M
N
67
Wi
Ih
61
M!
OJ
I
�
- "- " " -__- --- __ - - -- — ___ - -- EXISTING GROUND
I0
i
I
400 +00
5=[�lffm
400 +40 400 +80
i. -20.
ON�Ri NLL SPJdE
IF NM OXE INGL
SfHE ACfAPU1NGLY
wane° . I..
XOP20MPL NN 1983/1991
DATUM
485
4800
O
6
W
475 ± O
01
V
47011 j W
W
Z W
J lL!
N
465 =
c�
G
460
470
401 +20 401 +60
F.. CITY OF
RENTON
Fl
SCALE: 1 " =20' HORIZ.
1 " =5' VERT.
CONTOUR INTERVAL = 2'
20 10 0 20 40
NOTES:
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO
VERIFY LOCATION AND ELEVATION PRIOR
TO CONSTRUCTION.
2. FOR TRENCH SECTION AND PAVEMENT
RESTORATION SEE ROADWAY
RESTORATION SHEET DT -01.
3. FINAL RIM ELEVATIONS SHALL MATCH
RESTORED PAVEMENT GRADES.
y BRIARWOOD
ELEMENTARY
SCHOOL
FIFSE 136TH I
SE 137TH PL
2 5
1 4
UB
o a�N
HIC
�f
HIG
SCHOH tI
OL
SE 144TH ST
MAYWOOD
MIDDLE
SCHOOL 0
KEY MAP
NOT TO SCALE
5- 361620
COMPLIANCE TO CITY STANDARDS
ISSAQUAH SCHOOL DISTRICT 01/11/12
SANITARY SEWER EXTENSION - P2 `k`7
PM.E
Planning /Building /Public Works Dept, PLAN AND PROFILE: S.E. 137TH ST.
STA 904+40.000 TO FORCE MAIN STA 401 +60.00
SS -02
.6X12
I ,
I
I
BEND 8 "0 FORCE MAIN iPER r7
MANUFACTURER'S RECOMMENDATIONS;
M
(190' MIN)I WITH MAX DEFLECTION AT + W
O
JOINT HALF OF THAT ALLOWED BY THE 0 m
0
d'
MANUFACTLRER_(LESS TIHAN .... ),_.
..- -_. ---
h
� Vl �
Iw
_
I I
I
- "- " " -__- --- __ - - -- — ___ - -- EXISTING GROUND
I0
PIPE
8 "4 PVC C900 I,
3.0' COVER
I\ MINIMUM
(TYPICAL)
I �
- --
--
— -
-\
8" FORCE MAIN TO BE \
Ll
`��i
0%. HIGH
POSITOF THE
MAIN LOCATED AT THE
._.__—.
- -3. - " -M LOF
- - --
ROWN PIPE- z mz
4725 +
=> Xw z
�W VwV \
-- - - -- --
S.S.M.H. #P -08 TYPE 1 -60 "0
SEE PROFILE AT LEFT
400 +00
5=[�lffm
400 +40 400 +80
i. -20.
ON�Ri NLL SPJdE
IF NM OXE INGL
SfHE ACfAPU1NGLY
wane° . I..
XOP20MPL NN 1983/1991
DATUM
485
4800
O
6
W
475 ± O
01
V
47011 j W
W
Z W
J lL!
N
465 =
c�
G
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S.S. 18 0 PVC SDR -35 S.S. '
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108 L.F. 36 "0 PVC C905 S.S. 0 S = 0.507 j
i
S.S.M.H. P2 -03 TYPE i -48" 1 I f I ,,, - --
RIM = 430.88 RIM 429.00 6
I.E. IN 424.3±, 8 "0 -
-- _ A- _ -__- : S.S.M.H. P2 -01 TYPE 1 60 .._ _61L IRE N a ,'I 0 1
I.E. OUT 424.52 18 "0 � ��
- 'r 60
I.E. tNl = 424.22, 18 "0
S.S.M.H. PP -02 TYPE 9 -54"
I.E. 0 T = 422.92 36 "0 �. K X72. 8 -0 m
L 1 Lt IN = 422.38, 36 "0
RIM = 428.70 !, 1 LE. OUT = 422.28, 36 "0
I.E. IN = 424.46, 18 "0
I.E. OUT = '',424.36 18 "0 1
99 +60 100 +00 100 +40 100 +80 101 +20
ww 1W.I.-I I I rErsncu: euw leas
ESIA 10412 1. 9y,. HON20MA1: .WD 1983/199 '= CITY OF
ESIA 101/11/121 RENTON
DMwx:
OCL °N DATUM
`NET« ANI .r oNEEND" Planning /Building /Public Works Dept.
REVISION BY DATE APPR ^� sws kcoamNGEr
445
440
435
430
425
n
SCALE: 1 " =20' HORtz.
1 " =5' VERT.
CONTOUR INTERVAL = 2'
20 10 0 20 40
NOTES:
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO
VERIFY LOCATION AND ELEVATION PRIOR
TO CONSTRUCTION.
2. FOR TRENCH SECTION AND PAVEMENT
RESTORATION SEE ROADWAY
RESTORATION SHEET DT -01.
3. FINAL RIM ELEVATIONS SHALL MATCH
RESTORED PAVEMENT GRADES.
C MILLER GLIDELOC FALL PROTECTION
SYSTEM SHALL BE USED AS FALL
RESTRAINT DEVICE UNLESS OTHERWISE
APPROVED BY THE CITY.
a
SE 136TH SP
SE 137TH PL_ rV---
SE 144TH ST
KEY MAP
NOT TO SCALE
"° 5- 361623
415
FOR COMPLIANCE TO CITY STANDARDS
i i/srw LO
M�
ISSAQUAH SCHOOL DISTRICT 01/11/12
SANITARY SEWER EXTENSION - P2
PA4E:
DMWING N0:
PLAN AND PROFILE SS -05
STA. 409 +20.00 TO STA. 409 +73.54 SEE° 9 "12
_- ___-- ..........._- ........
tl I
I of +oo
rEXISTING SDCB I
I "
" "L
RIM - 42829 I
I I - REPLACE FXSI. _
_
IE 30 CPP 419 34 (
(W) I f -
- POWER POL
S.S.M.H. #P2 -02, TYPE 1 -54 "0 -SEWER EASEMENT4' NS�'`"'I�
STA. 100 +16.14 �}/ \ It' r 1 '
N: 177449.94 � . xes
E: 1322486.93 r ) I` �1 I. S.S.M.H. #P2 01 TYPE 1 -60 "0
/ STA. 100 +50.19
,� N: 177456.73
EX. 8" CPP !T �� E: 1322453.56
X. 30" CPP EXISTING S.S.M.H.
P.IM 42&93
16 L.F. ]BO TOM OF SKRUCtURE =4'19 55
18 "0 PVC SDR -35 S.S. II( RISER H .= 426.90
0 S = 0.407
EXISTING S.S. VAULT UGH
S.S. M.H. #P2 -03, TYPE i -48 "0
STA. 100 +00.00 (STING S. S.M.H.
N: 177450.59 RIM = 431.98
E: 1322503.06 BOTTOM OF STR.UCTU RE= 419.93
RISER HEIGHT_ 426.99
445
O
O
p 440
O
d +
000
10
(n 435
Q
= N
N Lv 430
W Z
N J
U
Q 425
g
420
415
-11,4nk STA. 409 +73.54
N: 177564.82
102 +00
1
PCwFR-
EXISTING S.S.r.M.
EDGE OF PAVEMENT
FUTURE SANITARY SEWER
PUMP STATION (OWNED BY
F RENTON)
G GAS - - --
G WATER -
.-
nl I�j O' OI Oi Mi MI M
1
j i I
_ - - F
I I I
i rri
p
Z
- - - -- -- 00 o.� oo -:. .._. -..__. It
v� m
1 �II 1 ter° VIII
ra-xw 1.-. Li _ too L-i
MINIMUM;- -- ._
EXISTING GROUND
3
�� R 0 �- OF PIPE
(TYPICAL) I
/
------------ ----
FUTUR
i
SANITA Y
SEWER �JM
STAT P
STATIO
---- ?'--_ -_ -____
CONNECT TOSFUTURE CITY
OF SEWER PUMP SANITARY
j I
I � I
i
I I
r
i
408 +00 408 +40 408 +80 409 +20
.+I'LL 11_
I ®I 'B ftWARNING: 0. S a 210
F ereWaY. WA 900 I I
THE UTILITY LOCATIONS SHOWN WWW.esmcivi.4c
GHII En9�ne. I Pmj"k M°mgem°nt I L°Mac°p° °' "X°eW2
ARE APPROXIMATE ONLY. DEPTH ° "` ° '
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011
RIM
445 445
440 440
435 435
430 430
425 425
420 420
415 415
P
EXISTING S.S.M.H.
445.65
IC 6" 439.30
IC 6"= 437.95
LIBERTY
,HIGH SCHOOL
POND IMPROVEMENTS ARE SHOWN ON LIBERTY HIGH
SCHOOL PERFORMING ARTS CENTER CIVIL
o CONSTRUCTION PLANS.
i
O O) co O N 1- r I lI <t
N OM � N N OM 7 Ih M M
, i I
I
I I I I
I i I
I 1 I
N
0
-__ - - - -- -ICI � --c0 -. 0
00 1-0 0 /
1 (L
p.. - L.
_._..... ,I S 0.40 %1
18'0 VC SDR -3511 34 L.F.
16 L.F.
S.S. 18 0 PVC SDR -35 S.S. '
- ® S = 0.40711;/
108 L.F. 36 "0 PVC C905 S.S. 0 S = 0.507 j
i
S.S.M.H. P2 -03 TYPE i -48" 1 I f I ,,, - --
RIM = 430.88 RIM 429.00 6
I.E. IN 424.3±, 8 "0 -
-- _ A- _ -__- : S.S.M.H. P2 -01 TYPE 1 60 .._ _61L IRE N a ,'I 0 1
I.E. OUT 424.52 18 "0 � ��
- 'r 60
I.E. tNl = 424.22, 18 "0
S.S.M.H. PP -02 TYPE 9 -54"
I.E. 0 T = 422.92 36 "0 �. K X72. 8 -0 m
L 1 Lt IN = 422.38, 36 "0
RIM = 428.70 !, 1 LE. OUT = 422.28, 36 "0
I.E. IN = 424.46, 18 "0
I.E. OUT = '',424.36 18 "0 1
99 +60 100 +00 100 +40 100 +80 101 +20
ww 1W.I.-I I I rErsncu: euw leas
ESIA 10412 1. 9y,. HON20MA1: .WD 1983/199 '= CITY OF
ESIA 101/11/121 RENTON
DMwx:
OCL °N DATUM
`NET« ANI .r oNEEND" Planning /Building /Public Works Dept.
REVISION BY DATE APPR ^� sws kcoamNGEr
445
440
435
430
425
n
SCALE: 1 " =20' HORtz.
1 " =5' VERT.
CONTOUR INTERVAL = 2'
20 10 0 20 40
NOTES:
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO
VERIFY LOCATION AND ELEVATION PRIOR
TO CONSTRUCTION.
2. FOR TRENCH SECTION AND PAVEMENT
RESTORATION SEE ROADWAY
RESTORATION SHEET DT -01.
3. FINAL RIM ELEVATIONS SHALL MATCH
RESTORED PAVEMENT GRADES.
C MILLER GLIDELOC FALL PROTECTION
SYSTEM SHALL BE USED AS FALL
RESTRAINT DEVICE UNLESS OTHERWISE
APPROVED BY THE CITY.
a
SE 136TH SP
SE 137TH PL_ rV---
SE 144TH ST
KEY MAP
NOT TO SCALE
"° 5- 361623
415
FOR COMPLIANCE TO CITY STANDARDS
i i/srw LO
M�
ISSAQUAH SCHOOL DISTRICT 01/11/12
SANITARY SEWER EXTENSION - P2
PA4E:
DMWING N0:
PLAN AND PROFILE SS -05
STA. 409 +20.00 TO STA. 409 +73.54 SEE° 9 "12
_- ___-- ..........._- ........
420
415
-11,4nk STA. 409 +73.54
N: 177564.82
102 +00
1
PCwFR-
EXISTING S.S.r.M.
EDGE OF PAVEMENT
FUTURE SANITARY SEWER
PUMP STATION (OWNED BY
F RENTON)
G GAS - - --
G WATER -
.-
nl I�j O' OI Oi Mi MI M
1
j i I
_ - - F
I I I
i rri
p
Z
- - - -- -- 00 o.� oo -:. .._. -..__. It
v� m
1 �II 1 ter° VIII
ra-xw 1.-. Li _ too L-i
MINIMUM;- -- ._
EXISTING GROUND
3
�� R 0 �- OF PIPE
(TYPICAL) I
/
------------ ----
FUTUR
i
SANITA Y
SEWER �JM
STAT P
STATIO
---- ?'--_ -_ -____
CONNECT TOSFUTURE CITY
OF SEWER PUMP SANITARY
j I
I � I
i
I I
r
i
408 +00 408 +40 408 +80 409 +20
.+I'LL 11_
I ®I 'B ftWARNING: 0. S a 210
F ereWaY. WA 900 I I
THE UTILITY LOCATIONS SHOWN WWW.esmcivi.4c
GHII En9�ne. I Pmj"k M°mgem°nt I L°Mac°p° °' "X°eW2
ARE APPROXIMATE ONLY. DEPTH ° "` ° '
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011
RIM
445 445
440 440
435 435
430 430
425 425
420 420
415 415
P
EXISTING S.S.M.H.
445.65
IC 6" 439.30
IC 6"= 437.95
LIBERTY
,HIGH SCHOOL
POND IMPROVEMENTS ARE SHOWN ON LIBERTY HIGH
SCHOOL PERFORMING ARTS CENTER CIVIL
o CONSTRUCTION PLANS.
i
O O) co O N 1- r I lI <t
N OM � N N OM 7 Ih M M
, i I
I
I I I I
I i I
I 1 I
N
0
-__ - - - -- -ICI � --c0 -. 0
00 1-0 0 /
1 (L
p.. - L.
_._..... ,I S 0.40 %1
18'0 VC SDR -3511 34 L.F.
16 L.F.
S.S. 18 0 PVC SDR -35 S.S. '
- ® S = 0.40711;/
108 L.F. 36 "0 PVC C905 S.S. 0 S = 0.507 j
i
S.S.M.H. P2 -03 TYPE i -48" 1 I f I ,,, - --
RIM = 430.88 RIM 429.00 6
I.E. IN 424.3±, 8 "0 -
-- _ A- _ -__- : S.S.M.H. P2 -01 TYPE 1 60 .._ _61L IRE N a ,'I 0 1
I.E. OUT 424.52 18 "0 � ��
- 'r 60
I.E. tNl = 424.22, 18 "0
S.S.M.H. PP -02 TYPE 9 -54"
I.E. 0 T = 422.92 36 "0 �. K X72. 8 -0 m
L 1 Lt IN = 422.38, 36 "0
RIM = 428.70 !, 1 LE. OUT = 422.28, 36 "0
I.E. IN = 424.46, 18 "0
I.E. OUT = '',424.36 18 "0 1
99 +60 100 +00 100 +40 100 +80 101 +20
ww 1W.I.-I I I rErsncu: euw leas
ESIA 10412 1. 9y,. HON20MA1: .WD 1983/199 '= CITY OF
ESIA 101/11/121 RENTON
DMwx:
OCL °N DATUM
`NET« ANI .r oNEEND" Planning /Building /Public Works Dept.
REVISION BY DATE APPR ^� sws kcoamNGEr
445
440
435
430
425
n
SCALE: 1 " =20' HORtz.
1 " =5' VERT.
CONTOUR INTERVAL = 2'
20 10 0 20 40
NOTES:
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO
VERIFY LOCATION AND ELEVATION PRIOR
TO CONSTRUCTION.
2. FOR TRENCH SECTION AND PAVEMENT
RESTORATION SEE ROADWAY
RESTORATION SHEET DT -01.
3. FINAL RIM ELEVATIONS SHALL MATCH
RESTORED PAVEMENT GRADES.
C MILLER GLIDELOC FALL PROTECTION
SYSTEM SHALL BE USED AS FALL
RESTRAINT DEVICE UNLESS OTHERWISE
APPROVED BY THE CITY.
a
SE 136TH SP
SE 137TH PL_ rV---
SE 144TH ST
KEY MAP
NOT TO SCALE
"° 5- 361623
415
FOR COMPLIANCE TO CITY STANDARDS
i i/srw LO
M�
ISSAQUAH SCHOOL DISTRICT 01/11/12
SANITARY SEWER EXTENSION - P2
PA4E:
DMWING N0:
PLAN AND PROFILE SS -05
STA. 409 +20.00 TO STA. 409 +73.54 SEE° 9 "12
_- ___-- ..........._- ........
j i I
_ - - F
I I I
i rri
p
Z
- - - -- -- 00 o.� oo -:. .._. -..__. It
v� m
1 �II 1 ter° VIII
ra-xw 1.-. Li _ too L-i
MINIMUM;- -- ._
EXISTING GROUND
3
�� R 0 �- OF PIPE
(TYPICAL) I
/
------------ ----
FUTUR
i
SANITA Y
SEWER �JM
STAT P
STATIO
---- ?'--_ -_ -____
CONNECT TOSFUTURE CITY
OF SEWER PUMP SANITARY
j I
I � I
i
I I
r
i
408 +00 408 +40 408 +80 409 +20
.+I'LL 11_
I ®I 'B ftWARNING: 0. S a 210
F ereWaY. WA 900 I I
THE UTILITY LOCATIONS SHOWN WWW.esmcivi.4c
GHII En9�ne. I Pmj"k M°mgem°nt I L°Mac°p° °' "X°eW2
ARE APPROXIMATE ONLY. DEPTH ° "` ° '
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011
RIM
445 445
440 440
435 435
430 430
425 425
420 420
415 415
P
EXISTING S.S.M.H.
445.65
IC 6" 439.30
IC 6"= 437.95
LIBERTY
,HIGH SCHOOL
POND IMPROVEMENTS ARE SHOWN ON LIBERTY HIGH
SCHOOL PERFORMING ARTS CENTER CIVIL
o CONSTRUCTION PLANS.
i
O O) co O N 1- r I lI <t
N OM � N N OM 7 Ih M M
, i I
I
I I I I
I i I
I 1 I
N
0
-__ - - - -- -ICI � --c0 -. 0
00 1-0 0 /
1 (L
p.. - L.
_._..... ,I S 0.40 %1
18'0 VC SDR -3511 34 L.F.
16 L.F.
S.S. 18 0 PVC SDR -35 S.S. '
- ® S = 0.40711;/
108 L.F. 36 "0 PVC C905 S.S. 0 S = 0.507 j
i
S.S.M.H. P2 -03 TYPE i -48" 1 I f I ,,, - --
RIM = 430.88 RIM 429.00 6
I.E. IN 424.3±, 8 "0 -
-- _ A- _ -__- : S.S.M.H. P2 -01 TYPE 1 60 .._ _61L IRE N a ,'I 0 1
I.E. OUT 424.52 18 "0 � ��
- 'r 60
I.E. tNl = 424.22, 18 "0
S.S.M.H. PP -02 TYPE 9 -54"
I.E. 0 T = 422.92 36 "0 �. K X72. 8 -0 m
L 1 Lt IN = 422.38, 36 "0
RIM = 428.70 !, 1 LE. OUT = 422.28, 36 "0
I.E. IN = 424.46, 18 "0
I.E. OUT = '',424.36 18 "0 1
99 +60 100 +00 100 +40 100 +80 101 +20
ww 1W.I.-I I I rErsncu: euw leas
ESIA 10412 1. 9y,. HON20MA1: .WD 1983/199 '= CITY OF
ESIA 101/11/121 RENTON
DMwx:
OCL °N DATUM
`NET« ANI .r oNEEND" Planning /Building /Public Works Dept.
REVISION BY DATE APPR ^� sws kcoamNGEr
445
440
435
430
425
n
SCALE: 1 " =20' HORtz.
1 " =5' VERT.
CONTOUR INTERVAL = 2'
20 10 0 20 40
NOTES:
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO
VERIFY LOCATION AND ELEVATION PRIOR
TO CONSTRUCTION.
2. FOR TRENCH SECTION AND PAVEMENT
RESTORATION SEE ROADWAY
RESTORATION SHEET DT -01.
3. FINAL RIM ELEVATIONS SHALL MATCH
RESTORED PAVEMENT GRADES.
C MILLER GLIDELOC FALL PROTECTION
SYSTEM SHALL BE USED AS FALL
RESTRAINT DEVICE UNLESS OTHERWISE
APPROVED BY THE CITY.
a
SE 136TH SP
SE 137TH PL_ rV---
SE 144TH ST
KEY MAP
NOT TO SCALE
"° 5- 361623
415
FOR COMPLIANCE TO CITY STANDARDS
i i/srw LO
M�
ISSAQUAH SCHOOL DISTRICT 01/11/12
SANITARY SEWER EXTENSION - P2
PA4E:
DMWING N0:
PLAN AND PROFILE SS -05
STA. 409 +20.00 TO STA. 409 +73.54 SEE° 9 "12
_- ___-- ..........._- ........
408 +00 408 +40 408 +80 409 +20
.+I'LL 11_
I ®I 'B ftWARNING: 0. S a 210
F ereWaY. WA 900 I I
THE UTILITY LOCATIONS SHOWN WWW.esmcivi.4c
GHII En9�ne. I Pmj"k M°mgem°nt I L°Mac°p° °' "X°eW2
ARE APPROXIMATE ONLY. DEPTH ° "` ° '
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011
RIM
445 445
440 440
435 435
430 430
425 425
420 420
415 415
P
EXISTING S.S.M.H.
445.65
IC 6" 439.30
IC 6"= 437.95
LIBERTY
,HIGH SCHOOL
POND IMPROVEMENTS ARE SHOWN ON LIBERTY HIGH
SCHOOL PERFORMING ARTS CENTER CIVIL
o CONSTRUCTION PLANS.
i
O O) co O N 1- r I lI <t
N OM � N N OM 7 Ih M M
, i I
I
I I I I
I i I
I 1 I
N
0
-__ - - - -- -ICI � --c0 -. 0
00 1-0 0 /
1 (L
p.. - L.
_._..... ,I S 0.40 %1
18'0 VC SDR -3511 34 L.F.
16 L.F.
S.S. 18 0 PVC SDR -35 S.S. '
- ® S = 0.40711;/
108 L.F. 36 "0 PVC C905 S.S. 0 S = 0.507 j
i
S.S.M.H. P2 -03 TYPE i -48" 1 I f I ,,, - --
RIM = 430.88 RIM 429.00 6
I.E. IN 424.3±, 8 "0 -
-- _ A- _ -__- : S.S.M.H. P2 -01 TYPE 1 60 .._ _61L IRE N a ,'I 0 1
I.E. OUT 424.52 18 "0 � ��
- 'r 60
I.E. tNl = 424.22, 18 "0
S.S.M.H. PP -02 TYPE 9 -54"
I.E. 0 T = 422.92 36 "0 �. K X72. 8 -0 m
L 1 Lt IN = 422.38, 36 "0
RIM = 428.70 !, 1 LE. OUT = 422.28, 36 "0
I.E. IN = 424.46, 18 "0
I.E. OUT = '',424.36 18 "0 1
99 +60 100 +00 100 +40 100 +80 101 +20
ww 1W.I.-I I I rErsncu: euw leas
ESIA 10412 1. 9y,. HON20MA1: .WD 1983/199 '= CITY OF
ESIA 101/11/121 RENTON
DMwx:
OCL °N DATUM
`NET« ANI .r oNEEND" Planning /Building /Public Works Dept.
REVISION BY DATE APPR ^� sws kcoamNGEr
445
440
435
430
425
n
SCALE: 1 " =20' HORtz.
1 " =5' VERT.
CONTOUR INTERVAL = 2'
20 10 0 20 40
NOTES:
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO
VERIFY LOCATION AND ELEVATION PRIOR
TO CONSTRUCTION.
2. FOR TRENCH SECTION AND PAVEMENT
RESTORATION SEE ROADWAY
RESTORATION SHEET DT -01.
3. FINAL RIM ELEVATIONS SHALL MATCH
RESTORED PAVEMENT GRADES.
C MILLER GLIDELOC FALL PROTECTION
SYSTEM SHALL BE USED AS FALL
RESTRAINT DEVICE UNLESS OTHERWISE
APPROVED BY THE CITY.
a
SE 136TH SP
SE 137TH PL_ rV---
SE 144TH ST
KEY MAP
NOT TO SCALE
"° 5- 361623
415
FOR COMPLIANCE TO CITY STANDARDS
i i/srw LO
M�
ISSAQUAH SCHOOL DISTRICT 01/11/12
SANITARY SEWER EXTENSION - P2
PA4E:
DMWING N0:
PLAN AND PROFILE SS -05
STA. 409 +20.00 TO STA. 409 +73.54 SEE° 9 "12
_- ___-- ..........._- ........
I
I I I I
I i I
I 1 I
N
0
-__ - - - -- -ICI � --c0 -. 0
00 1-0 0 /
1 (L
p.. - L.
_._..... ,I S 0.40 %1
18'0 VC SDR -3511 34 L.F.
16 L.F.
S.S. 18 0 PVC SDR -35 S.S. '
- ® S = 0.40711;/
108 L.F. 36 "0 PVC C905 S.S. 0 S = 0.507 j
i
S.S.M.H. P2 -03 TYPE i -48" 1 I f I ,,, - --
RIM = 430.88 RIM 429.00 6
I.E. IN 424.3±, 8 "0 -
-- _ A- _ -__- : S.S.M.H. P2 -01 TYPE 1 60 .._ _61L IRE N a ,'I 0 1
I.E. OUT 424.52 18 "0 � ��
- 'r 60
I.E. tNl = 424.22, 18 "0
S.S.M.H. PP -02 TYPE 9 -54"
I.E. 0 T = 422.92 36 "0 �. K X72. 8 -0 m
L 1 Lt IN = 422.38, 36 "0
RIM = 428.70 !, 1 LE. OUT = 422.28, 36 "0
I.E. IN = 424.46, 18 "0
I.E. OUT = '',424.36 18 "0 1
99 +60 100 +00 100 +40 100 +80 101 +20
ww 1W.I.-I I I rErsncu: euw leas
ESIA 10412 1. 9y,. HON20MA1: .WD 1983/199 '= CITY OF
ESIA 101/11/121 RENTON
DMwx:
OCL °N DATUM
`NET« ANI .r oNEEND" Planning /Building /Public Works Dept.
REVISION BY DATE APPR ^� sws kcoamNGEr
445
440
435
430
425
n
SCALE: 1 " =20' HORtz.
1 " =5' VERT.
CONTOUR INTERVAL = 2'
20 10 0 20 40
NOTES:
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO
VERIFY LOCATION AND ELEVATION PRIOR
TO CONSTRUCTION.
2. FOR TRENCH SECTION AND PAVEMENT
RESTORATION SEE ROADWAY
RESTORATION SHEET DT -01.
3. FINAL RIM ELEVATIONS SHALL MATCH
RESTORED PAVEMENT GRADES.
C MILLER GLIDELOC FALL PROTECTION
SYSTEM SHALL BE USED AS FALL
RESTRAINT DEVICE UNLESS OTHERWISE
APPROVED BY THE CITY.
a
SE 136TH SP
SE 137TH PL_ rV---
SE 144TH ST
KEY MAP
NOT TO SCALE
"° 5- 361623
415
FOR COMPLIANCE TO CITY STANDARDS
i i/srw LO
M�
ISSAQUAH SCHOOL DISTRICT 01/11/12
SANITARY SEWER EXTENSION - P2
PA4E:
DMWING N0:
PLAN AND PROFILE SS -05
STA. 409 +20.00 TO STA. 409 +73.54 SEE° 9 "12
_- ___-- ..........._- ........
W
Q
Z
H
U
W
7
O
a
W
zz
U
W
0
D:
a
c
N
O
Z
W
I—
w
W
W
U_
rr
F_
0
J
O
O
U
_
a
0
U)
10' LL
Z
O
Q
Z
N
Z
O
U
2'
0
W
O
m
Q
W
w
rn
W
c- >
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T
HOUSE #16202
1 FIRST FLOOR ELEV.= 481.96
cl
1
Oa �
� c
i
901 +00
162ND AVE SE
POINT NO. 134
CASED MONUMENT
N: 177624.10
E: 1321176.50
SEE SITE SURVEY CONTROL
PLAN SHEET KEY —SV
f
1 HOUSE #16203
1 FIRST FLOOR ELEV.= 475.18
HOUSE #16210
FIRST FLOOR ELEV.= 485.59
CITY OF RENTON
EXISTING
FLOWLINE
HOUSE #16211
FIRST FLOOR ELEV.= 482.50
SE 137TH PL (LIBERTY LANE) - CITY OF RENTON
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CONSULTING ENO1NEEHS LLC
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UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011
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HOUSE #16218
FIRST FLOOR ELEV.= 485.43
c-
CITY OF RENTON
R�11
HOUSE #16219
FIRST FLOOR ELEV.= 483.31
HOUSE #16226
FIRST FLOOR ELEV.= 485.23
NOTE:
S.E. 137TH PL. IS A CITY OF RENTON STREET ALL TRENCH
RESTORATION SHALL BE PER CITY OF RENTON CURRENT
TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER
SECTION 7.1.D (REQUIREMENT FOR PATCHING, OVERLAY,
OVERLAY WIDTHS) IF THE OUTSIDE OF THE TRENCHING IS
WITHIN THREE FEET (3') OF ANY ADJACENT LANE LINE, THE
ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAY
50' R/W
REPLACE EXISTING CURB /GUTTER, —
SIDEWALK AND 10' PEDESTRIAN PATH
FOLLOWING CONSTRUCTION PER CITY
OF RENTON STANDARDS
RE- ESTABLISH MONUMENT -
- FOLLOWING PAVING. \1
SAW CUT LINE - -� - I /- - -- -_`
HOUSE #16227
FIRST FLOOR ELEV.= 483.69
SE 137TH PL (LIBERTY LANE) - CITY OF RENTON
G
CENTER OF CUL —DE —SAC
POINT NO. 128
CASED MONUMENT
N: 177606.48
E: 1321701.28
SEE SITE SURVEY CONTROL
PLAN SHEET KEY —SV
LIBERTY HIGH SHCOOL - PRIVATE
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5- 361625
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NOKfLONfpt. CITY OF
RENTON
DATUM
Planning/Building/Public Works Dept.
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SCALE: 1 " =20' HOR17
1 " -5' VERT.
CONTOUR INTERVAL = 1'
20 10 0 20 40
n
NOTES:
1. EXISTING UTILITIES ARE SURFACE LOCATED
ONLY. CONTRACTOR TO VERIFY LOCATION AND
ELEVATION PRIOR TO CONSTRUCTION.
2. PRIOR TO TRENCHING ALL HARD SURFACES
(PAVEMENT, CONCRETE, DRIVEWAYS ETC.) ARE
TO BE SAWCUT FULL DEPTH.
3. PROPERTY CORNERS, RIGHT -OF -WAY MARKERS,
SURVEY MONUMENTS AND FENCES THAT MAY BE
REQUIRED TO BE REMOVED OR DISTURBED BY
CONSTRUCTION SHALL BE FIRST LOCATED AND
REFERENCED BY A SURVEY AND RESTORED IN
THEIR ORIGINAL CONDITION AND LOCATION
AFTER CONSTRUCTION IS COMPLETED BY A
LICENSED PROFESSIONAL SURVEYOR. IF
MONUMENTS NEED TO BE RAISED TO NEW
GRADE, SAID RAISING SHALL BE IN
ACCORDANCE WITH 2007 KING COUNTY
STANDARD DETAILS 5 -019 AND 5 -020.
LEGEND
PROPOSED PAVEMENT RECONSTRUCTION
AREA. ACTUAL LIMITS OF
RECONSTRUCTION TO BE DETERMINED
BASED ON SITE CONDITIONS,
IP FILTER FABRIC INLET PROTECTION.
CHECKED FOR COMPLIANCE TO CITY STANDARDS
ISSAQUAH SCHOOL DISTRICT
SANITARY SEWER EXTENSION - P2
ROADWAY RESTORATION PLAN
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1/12
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PUBLIC WOMM3 SILT FENCE M. PLAN v 214.00
DEPARTMENT
MARCH 2008
WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1- 800 - 424 -5555.
F1AW DIRECTION
UKYWW ION6MTONTOPOF
SECUREVM11PPAGRAVELBAGS
EXISTING CURB
AND GUTTER
(TO REMAIN)
EDGE OF EXISTING
CURB & GUTTER
2" ACP CLASS
E" OR "B"
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ANY CONCENIPATED FLOW MOGT BE CONVEYED THHGUGH THE DPNNAIiE SYSTEM 1D A 9EOMBR 1PNP CR PCND.
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PUBLIC WOMM3 SILT FENCE M. PLAN v 214.00
DEPARTMENT
MARCH 2008
WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1- 800 - 424 -5555.
F1AW DIRECTION
UKYWW ION6MTONTOPOF
SECUREVM11PPAGRAVELBAGS
EXISTING CURB
AND GUTTER
(TO REMAIN)
EDGE OF EXISTING
CURB & GUTTER
2" ACP CLASS
E" OR "B"
FILTER FENCE
NOTTOODII' _
2" SAWCUT AND REMOVE OR
GRIND, SEAL WITH AR4000W
REMOVE OR GRIND AND OVERLAY
WITH MINIMUM 2" CLASS "B"
ASPHALT CONCRETE PAVEMENT
EROSION CONTROL
NOT TO SCALE
r EXISTING ASPHALT CONCRETE
/ PAVEMENT (TO REMAIN)
IJ/ r- EXISTING ROADWAY
ENGINEER- 11
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1. ALL TRENCHES IN ROADWAY AREAS SHALL BE
PVINJ� PKPrin9
Projtt <u Mcope PNWro
AT THE END OF EACH WORK DAY. THIS WORK IS
SEE PROJECT
INCIDENTAL TO ALL TRENCH RESTORATION WORK.
SPECIFICATIONS FOR UTILITY
ESM JOB #1655- 001 -011
NO.
FILTER FENCE
NOTTOODII' _
2" SAWCUT AND REMOVE OR
GRIND, SEAL WITH AR4000W
REMOVE OR GRIND AND OVERLAY
WITH MINIMUM 2" CLASS "B"
ASPHALT CONCRETE PAVEMENT
EROSION CONTROL
NOT TO SCALE
r EXISTING ASPHALT CONCRETE
/ PAVEMENT (TO REMAIN)
IJ/ r- EXISTING ROADWAY
REQUIREMENTS
S.E. 137TH PLACE
(A CITY OF RENTON STREET)
RESTORATION DETAIL
SCALE 1 " =2'
NOTES:
1. SEE PROJECT SPECIFICATIONS FOR TRENCH
RESTORATION AND OVERLAY REQUIREMENTS. IF
CONFLICTS ARISE, THE PROJECT SPECIFICATIONS
SHALL BE USED.
2. FOR CITY OF RENTON RIGHT —OF —WAY ONLY.
SUBMOTAL ESM 12/08/11 su. vcRnvu: ruw lase
XORR °Mw NPD ,ae3 ""' ' CITY 0 F
ID SUBMBTAL F5I:1 01/W1 x'115 FO.
°ESICN ��
SU&ADTAL �1 01/11/12 RENTON
°nw: 0CL/m
°NE 1N °" DATUM
eNECeF4. AT wu EINC Planning /Building /Public Works Dept.
AM IF NOT ONE INCH
REVISION BY DATE APPR evv"°oem �LLe PCOftm""r
LANE LINE
MARKING /._8"
STANDARD VEHICLE WHEEL PATH
I,
MIN.
CLASS 'B'
2" SAWCUT AND REMOVE
OR GRIND, SEAL WITH
AR4000W
4.5'
MIN.
-1'- -i ACP CLASS'
MIN.
6` CRUSHED
SURFACING TOP
COURSE
EDGE OF PAVEMENT, -
EDGE OF CURB & GUTTER,
OR CENTER OF LANE LINE
2.5'
MIN.
'MINIMUM AM CLASS 'E' or 'B' SHALL BE:
PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS & INDUSTRIAL
ACCESS STREETS - e" ACP CLASS 'E' °r 'B'.
RESIDENTIAL ACCESS STREETS - 2' ACP CLASS 'E' °r 'H'.
NOTE:
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR
DETERMINING PAVEMENT THICKNESS.
TYPICAL LONGITUDINAL PATCH AND OVEIB,AY
FOR FUMO UIR PAVEID]i1'
ADOPTED
G °Br or ROVORT
OUND18D 111010
'sr nsa: m /°s
5- 361626
CHECKED FOR COMPLIANCE TO CITY STANDARDS
ISSAQUAH SCHOOL DISTRICT
SANITARY SEWER EXTENSION - P2
ROADWAY DETAILS
� 5 -36 6�G
01/11/12
vAOE
DT -01
NOTES:
1. ALL TRENCHES IN ROADWAY AREAS SHALL BE
BACKFILLED AND TEMPORARILY PATCHED WITH ASPHALT
AT THE END OF EACH WORK DAY. THIS WORK IS
SEE PROJECT
INCIDENTAL TO ALL TRENCH RESTORATION WORK.
SPECIFICATIONS FOR UTILITY
2. THE ROADWAY SHALL BE REBUILT WITHIN TWO (2)
BACKFILL INFORMATION
WEEKS OF FINAL INSPECTION AND APPROVAL OF UTILITY
INSTALLATION.
3. S.E. 137TH PL IS A CITY OF RENTON STREET AND
PROPOSED
SHALL COMPLY WITH CURRENT CITY OF RENTON
SEWER
TRENCH RESTORATION AND STREET OVERLAY
REQUIREMENTS
S.E. 137TH PLACE
(A CITY OF RENTON STREET)
RESTORATION DETAIL
SCALE 1 " =2'
NOTES:
1. SEE PROJECT SPECIFICATIONS FOR TRENCH
RESTORATION AND OVERLAY REQUIREMENTS. IF
CONFLICTS ARISE, THE PROJECT SPECIFICATIONS
SHALL BE USED.
2. FOR CITY OF RENTON RIGHT —OF —WAY ONLY.
SUBMOTAL ESM 12/08/11 su. vcRnvu: ruw lase
XORR °Mw NPD ,ae3 ""' ' CITY 0 F
ID SUBMBTAL F5I:1 01/W1 x'115 FO.
°ESICN ��
SU&ADTAL �1 01/11/12 RENTON
°nw: 0CL/m
°NE 1N °" DATUM
eNECeF4. AT wu EINC Planning /Building /Public Works Dept.
AM IF NOT ONE INCH
REVISION BY DATE APPR evv"°oem �LLe PCOftm""r
LANE LINE
MARKING /._8"
STANDARD VEHICLE WHEEL PATH
I,
MIN.
CLASS 'B'
2" SAWCUT AND REMOVE
OR GRIND, SEAL WITH
AR4000W
4.5'
MIN.
-1'- -i ACP CLASS'
MIN.
6` CRUSHED
SURFACING TOP
COURSE
EDGE OF PAVEMENT, -
EDGE OF CURB & GUTTER,
OR CENTER OF LANE LINE
2.5'
MIN.
'MINIMUM AM CLASS 'E' or 'B' SHALL BE:
PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS & INDUSTRIAL
ACCESS STREETS - e" ACP CLASS 'E' °r 'B'.
RESIDENTIAL ACCESS STREETS - 2' ACP CLASS 'E' °r 'H'.
NOTE:
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR
DETERMINING PAVEMENT THICKNESS.
TYPICAL LONGITUDINAL PATCH AND OVEIB,AY
FOR FUMO UIR PAVEID]i1'
ADOPTED
G °Br or ROVORT
OUND18D 111010
'sr nsa: m /°s
5- 361626
CHECKED FOR COMPLIANCE TO CITY STANDARDS
ISSAQUAH SCHOOL DISTRICT
SANITARY SEWER EXTENSION - P2
ROADWAY DETAILS
� 5 -36 6�G
01/11/12
vAOE
DT -01