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ASBUIL T
AUGUST 2010
ASBUILT FROM INFORMATION
AS PROVIDED BY TOUMA
ENGINEERING
NO. I REVISION I BY I DATE I APPR
FiR:FianS
DRAW :
MAB
CONSTRUCTION NOTES
1. HORIZONTAL DATUM S BASED OFF THE FOLLOWING CONTROL POINTS:
TACK IN LEAD IN CONCRETE MONUMENT IN CASE
INTERSECTION OF SE 100TH ST. AND 126TH AVE SE.
NORTHING = 190,211.07 EASTING = 1,309,525.62
MAG NAIL
INTERSECTION OF SE 104TH ST AND 126TH AVE SE
NORTHING = 188,988.22 EASTING = 1,309,732.12
VERTICAL DATUM IS NAVD '88 BASED ON TACK IN LEAD
IN CONCRETE MONUMENT IN CASE
INTERSECTION OF SE 100TH ST. AND 126TH AVE SE.
ELEVATION = 231.99'
2. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE
CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES,
3. EXISTING PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND
PERMANENTLY REPLACED TO ACCOMMODATE SERVICE CONSTRUCTION.
4. CO— ORDINATES SHOWN OR SURVEY CONTROL LINES AS DEFINED BY THE CONTROL
POINTS.
5. ALL MANHOLES SHALL HAVE LOCKING LIDS.
6. SET ALL MANHOLE LIDS TO FINISHED GRADE.
7. AS —BUILT INFORMATION SHALL SHOW ALL HORIZONTAL COORDINATES, INVERT
AND RIM ELEVATIONS OF MANHOLES AND SIDE SEWER VERTICAL AND
HORIZONTAL LOCATIONS.
S. INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES
WHERE CONFLICT OCCURS.
9. WHERE UTILITY PIPE LINE VERTICAL SEPARATION IS LESS THAN (1) ONE FOOT,
INSERT ETHAFOAM HS 600 PLANK —FOAM BOARD OR EQUAL AS CLEARANCE
SEPARATION.
10. NEW SIDE SEWERS SHALL HAVE A MINIMUM SLOPE OF 2% FROM THE SEWER MAIN
TO THE ADJACENT PROPERTY LINE. SIDE SEWERS SHALL BE 6' DEEP AT
THE PROPERTY LINE OR AS DIRECTED BY THE ENGINEER /INSPECTOR.
11. ALL EXISTING WATER SERVICE LINES SHALL BE REPLACED WITH NEW 3/4 —INCH
TYPE K COPPER. CRIMP OR CAP EXISTING SERVICE LINES AND ABANDON IN
PLACE.
12. INSTALL NEW METER SETTER, METER BOX, LID, AND TAILPIECE. CONNECT TO
CUSTOMER SERVICE LINE PER STANDARD DETAIL 320.1.
13. COORDINATE WITH CITY WATER MAINTENANCE FOR REMOVAL AND INSTALLATION, BY
CITY CREW, OF EXISTING METER IN NEW METER SETTER.
14. REMOVE AND SALVAGE EXISTING METER SETTER, AND METER BOX TO CITY SHOPS,
15. A DETAILED TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR
REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION.
STAKE
FILTER FABRIC
SAND BAGS FILLED
WITH PEA GRAVEL
OR WASHED DRAIN ROCK.
3RIC
FILTER FABRIC FENCE
,vn. w'aH, s CITY OF
t �� =20' l Ncaaoxru: NnD lae> /ISaI •b
RENTON
�ONEINCHI DATUM
A*FUI �E SEE ' Planning /Building /Public Works Dept,
IF NOT ONE INC"
,F P P ..Ii
77
SANITARY SEWER EXTENSION
126th AVE SE
SE 100TH STREET TO SE 104TH STREET
ISI -I�
65921
FX...K:
FAE:
DN4WINC ND:
S -3
......
EXISTING MH STA 13 +34
>
s
51141
N 188,994.15',
440
E 1,309,730.71
........
RIM 43559.,;
IE 8.E-412.94
IE 8 "W= 412.84
435
IE 81= 413.04: (OUTSIDE DROP)
N
IE 8"'N = 422.46
f4
CONNECT TO EXIST 8" DIP NORTH
Z
O
AT APPROXIMATE IE 42246
430
0
°
:.........
W
.......... .. ... .............. ...... ...... .... ... ... ........
....... ...
....:. .... ........
.....
z
:425
Z
243LF8"PVC(g 1.75%
..................
420
ASBUIL T
AUGUST 2010
ASBUILT FROM INFORMATION
AS PROVIDED BY TOUMA
ENGINEERING
NO. I REVISION I BY I DATE I APPR
FiR:FianS
DRAW :
MAB
CONSTRUCTION NOTES
1. HORIZONTAL DATUM S BASED OFF THE FOLLOWING CONTROL POINTS:
TACK IN LEAD IN CONCRETE MONUMENT IN CASE
INTERSECTION OF SE 100TH ST. AND 126TH AVE SE.
NORTHING = 190,211.07 EASTING = 1,309,525.62
MAG NAIL
INTERSECTION OF SE 104TH ST AND 126TH AVE SE
NORTHING = 188,988.22 EASTING = 1,309,732.12
VERTICAL DATUM IS NAVD '88 BASED ON TACK IN LEAD
IN CONCRETE MONUMENT IN CASE
INTERSECTION OF SE 100TH ST. AND 126TH AVE SE.
ELEVATION = 231.99'
2. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE
CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES,
3. EXISTING PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND
PERMANENTLY REPLACED TO ACCOMMODATE SERVICE CONSTRUCTION.
4. CO— ORDINATES SHOWN OR SURVEY CONTROL LINES AS DEFINED BY THE CONTROL
POINTS.
5. ALL MANHOLES SHALL HAVE LOCKING LIDS.
6. SET ALL MANHOLE LIDS TO FINISHED GRADE.
7. AS —BUILT INFORMATION SHALL SHOW ALL HORIZONTAL COORDINATES, INVERT
AND RIM ELEVATIONS OF MANHOLES AND SIDE SEWER VERTICAL AND
HORIZONTAL LOCATIONS.
S. INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES
WHERE CONFLICT OCCURS.
9. WHERE UTILITY PIPE LINE VERTICAL SEPARATION IS LESS THAN (1) ONE FOOT,
INSERT ETHAFOAM HS 600 PLANK —FOAM BOARD OR EQUAL AS CLEARANCE
SEPARATION.
10. NEW SIDE SEWERS SHALL HAVE A MINIMUM SLOPE OF 2% FROM THE SEWER MAIN
TO THE ADJACENT PROPERTY LINE. SIDE SEWERS SHALL BE 6' DEEP AT
THE PROPERTY LINE OR AS DIRECTED BY THE ENGINEER /INSPECTOR.
11. ALL EXISTING WATER SERVICE LINES SHALL BE REPLACED WITH NEW 3/4 —INCH
TYPE K COPPER. CRIMP OR CAP EXISTING SERVICE LINES AND ABANDON IN
PLACE.
12. INSTALL NEW METER SETTER, METER BOX, LID, AND TAILPIECE. CONNECT TO
CUSTOMER SERVICE LINE PER STANDARD DETAIL 320.1.
13. COORDINATE WITH CITY WATER MAINTENANCE FOR REMOVAL AND INSTALLATION, BY
CITY CREW, OF EXISTING METER IN NEW METER SETTER.
14. REMOVE AND SALVAGE EXISTING METER SETTER, AND METER BOX TO CITY SHOPS,
15. A DETAILED TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR
REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION.
STAKE
FILTER FABRIC
SAND BAGS FILLED
WITH PEA GRAVEL
OR WASHED DRAIN ROCK.
3RIC
FILTER FABRIC FENCE
,vn. w'aH, s CITY OF
t �� =20' l Ncaaoxru: NnD lae> /ISaI •b
RENTON
�ONEINCHI DATUM
A*FUI �E SEE ' Planning /Building /Public Works Dept,
IF NOT ONE INC"
,F P P ..Ii
77
SANITARY SEWER EXTENSION
126th AVE SE
SE 100TH STREET TO SE 104TH STREET
ISI -I�
65921
FX...K:
FAE:
DN4WINC ND:
S -3
5"EEF: 8 OF: 8
51141