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Scale in Feet _ AS REQUIREDAB
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GB-15 5
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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.
CONSTRUCTION NOTES:
65
OREMOVE 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.
OREMOVE EXISTING 6' CHAIN LINK FENCE AS NECESSARY 50
AND REINSTALL/REPLACE FENCE TO MATCH EXISTING.
0
OREMOVE AND REINSTALL DISTURBED RAILROAD TIES
BETWEEN BARK AND GRAVEL LOT TO MATCH EXISTING.
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a Q O REMOVE SOIL IN T LAYERS AROUND MH TO PREVENT 45
SOIL LOADING ON ONE SIDE OF THE MH. l_
LL
OCUT UPSIZED PENETRATION WITH POWER SAW, NO ZO
HAMMERING ALLOWED. CONNECT NEW SEWER PIPING 0 40
WITH NPC WATERSTOP GROUTING RING, OR EQUAL. FILL Q
VOID WITH NON SHRINK GROUT. W
W
O7 REMOVE AND REPLACE MH CHANNEL PER SPECIAL
PROVISIONS SECTION 7-26, EXCEPT EXTEND CHANNEL 35
HEIGHT TO TOP OF 24" SS.
O8 REMOVE EXISTING VEGETATION AS NECESSARY AND
REPLACE WITH SEED, FERTILIZER AND MULCH.
O30
REMOVE AND REPLACE DISTURBED GRAVEL AND BARK
TO MATCH EXISTING.
10 TRENCH BACKFILL SHALL BE CSTC FOR ALL SEWER
UNDER PAVEMENT. NATIVE MATERIAL FOR TRENCH
25
BACKFILL MAY BE USED ELSEWHERE PROVIDED IT
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MEETS THE REQUIREMENTS OF GRAVEL BORROW PER
N 2 WSDOT SECTION 9-03.14(1). INSTALL UNDERGROUND
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0 12 REPLACE CHANNELIZATION MARKERS PER RENTON STD
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BHC Consultants, LLC
s 1601 Fifth Avenue, Suite 500
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Seattle, Washington 98101
206.505.3400
= N S U LTA N T S 206.505.3406 (fax)
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o SEATTLE TACOM, www.bhcconsultants.com
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ENTERPRISE CAR RENTAL
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SADDLE TYPE
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GB-14
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EX 12" VCP SS AND
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C/L
SUNSET
BLVD N
617
SURVEYED: SCALE:
KPG VERTICAL: NAVD 1988
H0RIZ: 1"-10'-0" HORIZONTAL: NAD 1983/1991
DESIGNED: VERT: 1 "=5'-O"
T. WHITEHOUSE, P.E.
DRAWN:
P. SIMON ONE INCH DATUM
T W 05/2015 JSK CHECKED: AT FULL SCALE
J. KRESHEL, P.E. IF NOT ONE INCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY
R. DORN, P.E.
CM
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65
60
55
50
45
40
35
30
F�1
IIIIIIIII
15
CITY OF
RENTON
Public Works Dept.
I
CONSTRUCTION
CENTERLINE o
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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
S — 0 3 71210 1-80 5555
UNDERGGROUNDROUND SERVICE
DATE:
CENTRAL RENTON SEWER INTERCEPTOR FIEL MAY 5
BOOK: 201
RELINE & UPSIZE PROJECT
PAGE:
DRAWING NO:
SEWER UPSIZE PLAN & PROFILE C — 1
SHEET: OF:
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