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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:
80'
TYP
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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.
O2 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.
03 REMOVE EXISTING 6' CHAIN LINK FENCE AS NECESSARY
AND REINSTALL/REPLACE FENCE TO MATCH EXISTING. 50
O4 REMOVE AND REINSTALL DISTURBED RAILROAD TIES
BETWEEN BARK AND GRAVEL LOT TO MATCH EXISTING.
OREMOVE SOIL IN 3' LAYERS AROUND MH TO PREVENT 45
SOIL LOADING ON ONE SIDE OF THE MH.
CUT UPSIZED PENETRATION WITH POWER SAW, NO ZO
HAMMERING ALLOWED. CONNECT NEW SEWER PIPING H 40
WITH NPC WATERSTOP GROUTING RING, OR EQUAL. FILL Q
VOID WITH NON SHRINK GROUT. W
07 REMOVE AND REPLACE MH CHANNEL PER SPECIAL w
PROVISIONS SECTION 7-26, EXCEPT EXTEND CHANNEL 35
HEIGHT TO TOP OF 2411 SS.
O8 REMOVE EXISTING VEGETATION AS NECESSARY AND
REPLACE WITH SEED, FERTILIZER AND MULCH.
OREMOVE AND REPLACE DISTURBED GRAVEL AND BARK 30
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
MEETS THE REQUIREMENTS OF GRAVEL BORROW PER
WSDOT SECTION 9-03.14(1). INSTALL UNDERGROUND
WARNING TAPE IN TRENCH PER SPECIAL PROVISIONS
SECTION 7-08.3(3)B. 20
11 CONSTRUCTION C/L EQUALS PIPE C/L.
12 REPLACE CHANNELIZATION MARKERS PER RENTON STD
PLANS HOOT 109 AND 109.1. 15
BHC Consultants, LLC
1601 Fifth Avenue, Suite 500
Seattle, Washington 98101
206.505.3400
CONSUL111AN 206.505.3406 (fax)
SEATTLE TACOMA www.bhcconsultants.com
EX 24"
VCP SS —
FIELD
VERIFY
IE, TYP
/ 19
REMOVE EX 72" DIA BRICK
MH AND REPLACE WITH
NEW 84" DIA SMH 1968,
PER DETAIL 1/C-2
STA 1 +00
OFFSET 1' RT
SEE NOTE 5
STA 1 +00
N 181167.65
E 1303802.05
AB-2
SEE DETAIL 1/C-2 24 SS
/ PVC
II
AB-1 AS REQUIRED
1+50
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5 8 TYP REMOVE EX
\ 12" VCP SS
\ EX 15" CONIC SS
EX 24" VCP SS, SEE DWG C-3 FOR
\\ SEWER RELINE REQUIREMENTS
`— PROTECT EXIST UTILITIES, TYP
EXISTING RIGHT OF WAY
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TYP
ENTERPRISE CAR RENTAL
APPROX EX APPROX FINISHED
FENCE LINE GRADE AT
CONSTRUCTION C/L
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ORIGINAL ORIGINAL
SEALED BY: SEALED BY:
TYLER JAMES WHITEHOUSE JEFFREY S. KRESHEL
5/14/15 5/14/15
49545 32796
E
ND REPLACE \N
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VERIFY DEPTH OF
EX UTILITIES, TYP
122 4„ PVC SS
TYP
MIN /
+
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1 '_4
EX 18" PVC SS
EX 60" DIA
SMH 4692
SADDLE TYPE
STA 2+27±
GB-14
P K 1
N 181151.07 of i
E 1303866.48 TYP
EL 53.98
EX 12" VCP SS AND
SMH PLUGGED
AND ABANDONED
/ BELOW GRADE
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C/L
SUNSET
BLVD N
RECORD DRAWING
These record drawings have been prepared
based on construction records and as -built
information provided by the contractor and
others. BHC Consultants, LLC has not
verified the accuracy and/or completeness
of this information.
10 PIPE TRENCH DETAIL PER RENTON STD PLAN 110
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SURVEYED:
KRIS
SCALE:
HORIZ. 1 _ 10'— 0
VERT: 1 `5-0"
VERTICAL NAVD 1988
HORIZONTAL NAD 1983/1991
DATUM
DESIGNED:
T. WHITEHOUSE, P.E.
RECORD DRAWING
TJW
12/2016
RAID
DRAW":
P. SIMON
ONE INCH
ISSUED FOR BID
TJW
05/2015
JSK
CHECKED:
J. KRESHEL, P.E.
AT FULL
IF NOT ONEE INC INCH
SCALE ACCORDINGLY
NO.
REVISION
BY
DATE
AP P R
APPROVED:
R. DORN, P.E.
M
LO
.E
55
50
45
40
35
30
25
20
15
RC1 TY OF
RENTON
Public Works Dept.
NOTES:
I
CONSTRUCTION
CENTERLINE o
S=171204
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 READ
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
DATE:
CENTRAL RENTON SEWER INTERCEPTOR MAY 2015
°OK
RELINE & UPSIZE PROJECT PACE
PAGE:
DRAWING N0:
SEWER UPSIZE PLAN & PROFILE C— 1
SHEET: OF:
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