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TYP - REMOVE EX 72" DIA BRICK
MH AND REPLACE WITH
NEW 84" DIA SMH 1968,
PER DETAIL 1/C-2
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EX 15" CONIC SS :
BNSF PREMISES:
WORK SHALL COMPLY WITH THE
PROJECT'S BNSF TEMPORARY
OCCUPANCY PERMIT AND THE
REQUIREMENTS NOTED ON
THESE PLANS AND IN THE
SPECIFICATIONS, SEE NOTE 4.
65
CONSTRUCTION NOTES:
10
REMOVE AND REPLACE PAVEMENT PER RENTON STD
PLANS 110 AND 110.1. EXISTING PAVEMENT THICKNESS
IS ANTICIPATED TO BE 6" OF ASPHALT OVER 4" OF
60
CONCRETE. NEW HMA SHALL MATCH TOTAL THICKNESS
OF EXISTING PAVEMENT (-10"), CONCRETE BASE SHALL
NOT BE REPLACED.
20
REMOVE AND REPLACE SIDEWALK, CURB AND GUTTER,
55
AND PAVEMENT PER RENTON STD PLANS 102 AND 103,
AND PER WSDOT STD PLAN F-10.12-02.
1
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REMOVE EXISTING 6' CHAIN LINK FENCE AS NECESSARY
AND REINSTALL/REPLACE FENCE TO MATCH EXISTING.
50
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REMOVE AND REINSTALL DISTURBED RAILROAD TIES
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BETWEEN BARK AND GRAVEL LOT TO MATCH EXISTING.
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REMOVE SOIL IN SLAYERS AROUND MH TO PREVENT
45
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SOIL LOADING ON ONE SIDE OF THE MH.
60
CUT UPSIZED PENETRATION WITH POWER SAW, NO
HAMMERING ALLOWED. CONNECT NEW SEWER PIPING
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WITH NPC WATERSTOP GROUTING RING, OR EQUAL. FILL
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VOID WITH NON SHRINK GROUT.
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REMOVE AND REPLACE MH CHANNEL PER SPECIAL
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PROVISIONS SECTION 7-26, EXCEPT EXTEND CHANNEL
35
HEIGHT TO TOP OF 24" SS.
OREMOVE
EXISTING VEGETATION AS NECESSARY AND
REPLACE WITH SEED, FERTILIZER AND MULCH.
O9
REMOVE AND REPLACE DISTURBED GRAVEL AND BARK
30
TO MATCH EXISTING.
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10
TRENCH BACKFILL SHALL BE CSTC FOR ALL SEWER
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UNDER PAVEMENT. NATIVE MATERIAL FOR TRENCH
25
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BACKFILL MAY BE USED ELSEWHERE PROVIDED IT
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MEETS THE REQUIREMENTS OF GRAVEL BORROW PER
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WSDOT SECTION 9-03.14(1). INSTALL UNDERGROUND
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WARNING TAPE IN TRENCH PER SPECIAL PROVISIONS
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SECTION 7-08.3(3)B.
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6-
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CONSTRUCTION C/L EQUALS PIPE C/L.
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REPLACE CHANNELIZATION MARKERS PER RENTON STD
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PLANS H007, 109 AND 109.1.
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BHC Consultants, LLC
1601 Fifth Avenue, Suite 500
Seattle, Washington 98101
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SEATTLE TACOMA www.bheconsultants.com
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SURVEYED: SCALE:
VERTICAL: NAVD 1988 KPG HORIZ: 1 "_ 1 0'_0" HORIZONTAL: NAD 1983/1991
DESIGNED:
T. WHITEHOUSE, P.E. VERT: 1 "=5'-0"
DRAWN:
w� P. SIMON ONE INCH DATUM
WV " ISSUED FOR BID TJW 05/2015 JSK CHECKED: AT FULL SCALE
�4 TE J. KRESHEL, P.E. IF NOT ONE INCH
SIGNAL SCALE ACCORDINGLY
NO. REVISION BY DATE APPR APPROVED:
R. DORN, P.E.
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RENTON
Public Works Dept.
NOTES:
1. CONTRACTOR SHALL PREPARE AND SUBMIT FOR REVIEW AND APPROVAL A
TRAFFIC CONTROL PLAN FOR WORK IN SUNSET BLVD N. THE TRAFFIC
CONTROL PLAN SHALL BE APPROVED BY THE ENGINEER PRIOR TO
BEGINNING ANY WORK IN SUNSET BLVD N AND BE IN ACCORDANCE WITH THE
CITY APPROVED ROW PERMIT TO BE OBTAINED BY THE CONTRACTOR. SEE
DWG G-2 FOR ADDITIONAL TRAFFIC CONTROL NOTES.
2. SEE SPECIAL PROVISIONS SECTION 7-27 FOR TEMPORARY SEWER BYPASS
PUMPING/SYSTEMS REQUIREMENTS.
3. REFER TO GEOTECHNICAL ENGINEERING REPORT (AVAILABLE FOR
REFERENCE ONLY) FOR INFORMATION ON PROJECT SOIL BORINGS AB-1,
AB-2, GB-14 AND GB-15.
4. SEE GENERAL BNSF NOTES AND REQUIREMENTS ON DWG G-2.
5. ALL MANHOLE EXCAVATION SHALL HAVE AN ENGINEERED SHORING PLAN (PE
SEALED) APPROVED BY BNSF PRIOR TO CONSTRUCTION. CONTRACTOR
SHALL SUBMIT SHORING PLAN THREE WEEKS PRIOR TO CONSTRUCTION FOR
ENGINEER AND BNSF APPROVAL, SEE WSDOT SECTION 2-09 FOR
STRUCTURAL SHORING REQUIREMENTS.
6. SEE GENERAL CONSTRUCTION SEQUENCE NOTES ON DWG G-2.
7. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE- TAKEN
FROM UTILITY LOCATE MARKINGS AND/OR AVAILABLE RECORD DRAWINGS.
DEPTHS OF WATER, NATURAL GAS, AND UNDERGROUND POWER,
TELEPHONE, CABLE, AND/OR FIBER OPTIC MAINS AND SERVICES ARE
UNKNOWN. EXACT LOCATIONS MUST BE DETERMINED BY THE CONTRACTOR
PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE
FOR ANY AND ALL DAMAGES CAUSED DUE TO FAILURE TO LOCATE AND
PRESERVE ANY/ALL EXISTING UTILITIES.
8. EROSION CONTROL MEASURES SHALL BE PROVIDED/IMPLEMENTED AS REQD
AND APPROPRIATE IN ACCORDANCE WITH THE EROSION CONTROL NOTES
ON DWG G-2 AND APPLICABLE CITY OF RENTON STD PLANS.
9. REMOVE AND DISPOSE OF EXISTING SEWER PIPE, MANHOLE AND
APPURTENANCES IN ACCORDANCE WITH THE SPECIFICATIONS.
10. THE LOCATION AND DEPTH OF EXISTING SEWER, MANHOLES AND RELATED
APPURTENANCES ARE APPROXIMATE AND SHALL BE FIELD
VERIFIED/LOCATED BY THE CONTRACTOR TO RECONNECT AND/OR TIE-IN
NEW AND EXISTING SYSTEM FACILITIES. ADJUSTMENTS SHALL BE MADE AS
REQUIRED AND NECESSARY.
11. ALL EXCAVATIONS SHALL BE CLOSED UP OR PROTECTED AT THE END OF
EACH WORK DAY.
Call 48 Hours
12. SEE SPECIAL PROVISIONS SECTION 1-08.13 Before You Di
FOR SPECIFIC WORK CONSTRAINTS. g
1-800-424-5555
UNDERGROUND SERVICE
S=03 712
DATE:
CENTRAL RENTON SEWER INTERCEPTOR Y 2015
FIELDBO
RELINE & UPSIZE PROJECT
PAGE:
DRAWING NO:
SEWER UPSIZE PLAN & PROFILE C - 1
SHEET: OF:
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