HomeMy WebLinkAboutzS-03712SetCITY OF RENTON
co
CD
d ti�Y o�
p
w
N
m 2
0113
cn I
0
QI
IY o
z�
U I
p X
I "
rn
00
s
o-
s
LZI a
0
�L�w
J
INDEX OF DRAWINGS
CENTRAL RENTON SEWER INTERCEPTOR
R IN P I PROJECT
PROJECT NO.VWWP=27=03712
VICINITY MAP
SHEET
DWG
DRAWING TITLE
NITS
NO.
NO.
GENERAL
1
G-1
COVER, VICINITY MAP & INDEX OF DRAWINGS
2
G-2
NOTES & GENERAL CONSTRUCTION SEQUENCE
0
3
G-3
LEGEND, ABBREVIATIONS, SYMBOLS & DESIGNATIONS
CIVIL
4
C-1
SEWER UPSIZE PLAN & PROFILE
5
C-2
MISCELLANEOUS SEWER DETAILS
6
C-3
SEWER RELINE PLAN & DETAILS
BHC Consultants, LLC
1601 Fifth Avenue, Suite 500
. Seattle, Washington 98101
206.505.3400
C O N S U LTA N T S 206.505.3406 (fax)
SEATTLE TACOMA www.bhcconsultants.com
DES WTI
WAsy,�
W
A 49545
�JA�CIST0-
�S8I0NAL E� �jlig1lc
S.
7
k�SICINAL
I S T E
MAY 2015
♦
1 City Limi
♦
1
1
�
-J uj
1 1
Lake
o�
0 iT
o
;
E
1 1
Washington
o
w
Z
405
�s
900
J
,I
¢
-
CD c
00
/►
rk Dr
I SJcy
w
o
z
CD
>
m
a
--
¢
>
Boeing
_
y
�
ti
c
N 8th St
Cl)
m
z
> a
z
¢
L
N
¢
y
>
co
hg w
z
-
-2
a `m
(D
3
y
>
Q
Renton
Municipal
a
a:/
o
Airport
m Q
N 4th St
NE 4th St
qLe Is,
N 3rd St >
3t6 St
S 132nd S
Airport Way
U-
JCy
PROJECT
�J
uJj
City Limits
��
a
LOCATION
z
S 2nd St
Q
Renton
m
Community
¢>
S 3rd St
Center
c
of
4tl St
900
y
>
169
i
a.
>
1m
.L
Rej�fonMa
1
sw 7tn St
S 7th St
Rentyon
---/ey/�a
City Limits
King
County
S G<ady
%Na
Hall
j
1
WWTP
515
1/
167
1
j
ISSUED FOR BID
05-2015
CONTACT PERSONNEL
JOHN HOBSON
PROJECT MANAGER
(425) 430-7279
DAVE CHRISTENSEN
WASTEWATER UTILITY MANAGER
(425) 430-7212
CITY OF RENTON
1055 SOUTH GRADY WAY
RENTON, WA 98057
PREPARED BY
BHC Consultants, LLC
1601 Fifth Avenue, Suite 500
- Seattle, Washington 98101
206.505.3400
S � � � 206.505.3406 (fax)
www.bhcconsultants.com
IN ASSOCIATION WITH
Survey - KPG
S-0371207
SURVEYED: SCA_--.
DATE:
N/
DESIGNED: - HORIZONTAL: VERTICAL: NAVD 1988
IZONTAL: NAD 1983/1 CITY
0 C 991 CENTRAL RENTON SEWER INTERCEPTOR MAY 2015
p R3/1�i �
T. WHITEHOUSE, P.E. RELINE & UPSIZE PROJECT FPIAEGE600K:
DRAWN: _ RENTON
P. SIMON ONE INCH TU M
DRAWING NO
ISSUED FOR BID Taw 05/2015 JSK CHECKED:
AT FULL SCALE--d DA I J. KRESHEL, P.E. F NOT ONE NCH Public Works Dept. COVER, VICINITY MAP & INDEX OF DRAWINGS G— 1
NO. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY
1
R. DORN, P.E. sHEE7: OF.
6
N GENERAL NOTES GENERAL NOTES (CONY.) GENERAL BNSF NOTES &REQUIREMENTS (CONY.) SURVEY NOTES
T
f� 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS
C'7 AND SPECIFICATIONS OF THE CITY OF RENTON 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 &
(V SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES
DURING CONSTRUCTION,
2. WORKING DAYS AND HOURS OF WORK SHALL BE IN ACCORDANCE WITH THE
SPECIFICATIONS. SEE PLANS AND SPECIAL PROVISIONS SECTION 1-08.13 FOR SPECIFIC
WORK CONSTRAINTS.
3. THE CITY OF RENTON AND BHC CONSULTANTS LLC ASSUME NO RESPONSIBILITY FOR
EXISTING UTILITY LOCATIONS AND ELEVATIONS. ALL LOCATIONS OF EXISTING UTILITIES
SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
VERIFY THE TRUE AND CORRECT LOCATION AND ELEVATION SO AS TO AVOID DAMAGE
OR DISTURBANCE PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION.
4. A PRE -CONSTRUCTION CONFERENCE (PROVIDE MIN 7 DAY NOTICE) AND A 24 HOUR
NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO
STARTING CONSTRUCTION. (CONSTRUCTION OBSERVATION WILL BE ACCOMPLISHED BY
A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF
BACKFILLING ALL CONSTRUCTION.
5. 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 RIGHT-OF-WAY AND
ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
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 -BUILT DRAWING OF
THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED
PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A
LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY
COMPACTING 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 CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS
OTHERWISE APPROVED BY THE ENGINEER.
12. DATUM FOR VERTICAL CONTROL SHALL BE 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 OR NOTED ON THESE PLANS. REFERENCE BENCHMARK AND ELEVATIONS
ARE NOTED ON THE PLANS.
13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO
THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION
AFTER THE COMPLETION OF CONSTRUCTION.
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
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 INCLUDE
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 GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE
o SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE.
0 0 15. SANITARY SEWER PIPE MATERIAL SHALL BE AS SPECIFIED AND AS SHOWN ON THE
o PLANS.
�Q
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12
INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING
POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH
PAVING.
17. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY
CALLING THE UNDERGROUND LOCATE LINE AT 1-800-424-5555 A MINIMUM OF 48 HOURS
PRIOR TO ANY EXCAVATION.
18. A PROJECT GEOTECHNICAL ENGINEERING REPORT IS AVAILABLE FOR CONTRACTOR
REFERENCE AS NOTED IN THE CONTRACT BIDDING DOCUMENTS.
19. OVERHEAD ELECTRICAL POWER, TELEPHONE, CABLE TV, AND OTHER OVERHEAD LINES
ARE GENERALLY NOT SHOWN. THE LINES THAT ARE SHOWN ARE LOCATED BY
POINT-TO-POINT, POLE OR TOWER TO POLE OR TOWER. DETERMINE THE EXTENT OF
HAZARDS OR IMPACTS ON CONSTRUCTION ACTIVITIES CREATED BY OVERHEAD OR
UNDERGROUND ELECTRICAL POWER, TELEPHONE, CABLE TV, AND OTHER LINES IN ALL
AREAS, AND FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND
REGULATIONS. PRIOR TO CONSTRUCTION, MEET WITH UTILITY OWNERS TO DETERMINE
THE EXTENT OF HAZARDS AND TAKE WHATEVER PRECAUTIONS AND REMEDIAL
MEASURES THAT MAY BE REQUIRED TO PROTECT PERSONS AND PROPERTY AND TO
AVOID DISRUPTION OF SERVICE.
N
I
�I 20. MANHOLES AND STRUCTURES ARE GENERALLY SHOWN ON PLAN AND PROFILE
DRAWINGS SYMBOLICALLY. CONSTRUCT MANHOLES AND OTHER STRUCTURES AS
N SHOWN ON DETAIL DRAWINGS AND AS SPECIFIED.
mo
21. RIGHT-OF-WAY AND PROPERTY LINES SHOWN ARE APPROXIMATE ONLY.
0 22. ALL UTILITIES SHALL BE SUPPORTED AND MAINTAINED DURING CONSTRUCTION
LU
(INCLUDING THOSE IDENTIFIED AS ABANDONED OR TO BE ABANDONED).
Q z
z -
23. CONTRACTOR SHALL PROTECT PUBLIC AND PRIVATE PROPERTY IN ACCORDANCE WITH
SECTION 1-07.16 AS AMENDED BY THE SPECIAL PROVISIONS.
0
BHC Consultants, LLC
s 1601 Fifth Avenue, Suite 500
a>
s . Seattle, Washington 98101
206.505.3400
C O N S U LTA N T S 206.505.3406 (fax)
LJ i Y
SEATTLE TA C O M A www.bhcconsultants.com
z �w
24. PROTECTION OF THE ENVIRONMENT: NO CONSTRUCTION RELATED ACTIVITY SHALL
CONTRIBUTE TO THE DEGRADATION OF THE ENVIRONMENT, ALLOW MATERIAL TO ENTER
SURFACE OR GROUND WATERS, OR ALLOW PARTICULATE EMISSIONS TO THE
ATMOSPHERE, WHICH EXCEED STATE OR FEDERAL STANDARDS. ANY ACTIONS THAT
POTENTIALLY ALLOW A DISCHARGE TO STATE WATERS MUST HAVE PRIOR APPROVAL OF
THE STATE OF WASHINGTON, DEPARTMENT OF ECOLOGY.
25. ALL DISTANCES SHOWN ON THE DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS SHALL BE
INTERPRETED TO REFER TO THE HORIZONTALLY AND VERTICALLY PROJECTED PLANES UNLESS
OTHERWISE INDICATED. LINEAL FOOTAGE OF PIPING SHOWN ON THE DRAWINGS REFERS TO
HORIZONTAL LENGTH. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK
AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
26. SYSTEM OPERATION AND SERVICES SHALL BE MAINTAINED DURING CONSTRUCTION. REFER TO
PLANS AND SPECIFICATIONS FOR DETAILS OF WORK SEQUENCE AND CONSTRAINTS.
27. ALL EXCAVATIONS ADJACENT TO POWER POLES OR OTHER RELATED FACILITIES (VAULTS,
HANDHOLES, ETC.) SHALL COMPLY WITH WAC 296-155, PART N, EXCAVATION, TRENCHING AND
SHORING. POLE PROTECTION/ SUPPORTING SYSTEMS USED WHILE EXCAVATING SHALL
COMPLY WITH WAC 155-655 GENERAL PROTECTION REQUIREMENTS, ITEM (9) AND SHALL NOT
AFFECT THE STRUCTURAL INTEGRITY OF POLES WHILE THE SYSTEMS ARE IN PLACE OR AFTER
THE SYSTEMS HAVE BEEN REMOVED.
28. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULL RESTORATION OF ALL EXISTING
FEATURES DISTURBED DURING CONSTRUCTION TO THEIR ORIGINAL CONDITION UNLESS
OTHERWISE INDICATED BY THE ENGINEER.
29. THESE DRAWINGS AND THE IDEAS AND DESIGNS INCORPORATED HEREIN SHALL NOT BE USED,
IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION OF CITY
OF RENTON AND BHC CONSULTANTS, LLC.
30. CITY OF RENTON AND WSDOT STD PLANS REFERENCED ON THE DWGS ARE INCLUDED AS AN
ATTACHMENT TO THE PROJECT SPECIFICATIONS. ANY OTHER STD PLANS REQD TO COMPLETE
THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS CAN BE OBTAINED FROM THE
CITY OF RENTON.
TRAFFIC CONTROL NOTES
1. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED FROM THE CITY OF
RENTON'S TRANSPORTATION DEPARTMENT PRIOR TO BEGINNING ANY WORK IN THE
PUBLIC RIGHT-OF-WAY. THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR REVIEW
AND APPROVAL ALL TRAFFIC CONTROL PLANS.
2. SUNSET BLVD N IS A HIGH TRAFFIC VOLUME ROAD WITH MULTIPLE LANES. CONTRACTOR
SHALL FAMILIARIZE THEMSELVES WITH THE AREA IN ORDER TO PREPARE A TRAFFIC
CONTROL PLAN THAT MINIMIZES IMPACTS TO TRAFFIC FLOW AND IS ACCEPTABLE TO THE
CITY OF RENTON'S TRANSPORTATION DEPARTMENT.
3. DUE TO THE PROXIMITY OF THE CONSTRUCTION SITE TO THE SUNSET BLVD N OFF -RAMP
FROM SOUTHBOUND 1-405, TRAFFIC CONTROL DEVICES WILL NEED TO BE PLACED ALONG
THIS FREEWAY OFF -RAMP. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL
PERMITS AND TRAFFIC CONTROL REVIEW REQUIRED BY WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION FOR THIS PORTION OF THE TRAFFIC CONTROL PLAN.
4. THE HOUSER WAY BYPASS ROAD/TUNNEL WILL NEED TO BE TEMPORARILY CLOSED
DURING CONSTRUCTION IN SUNSET BLVD N. THE CONTRACTOR SHALL SUPPLY
ELECTRONIC READER BOARDS INDICATING CLOSURE DATE(S) AND TIMES. THESE
ELECTRONIC READER BOARDS SHALL BE PLACED AT EACH END OF THE HOUSER WAY
BYPASS ROAD/TUNNEL A MINIMUM OF TEN (10) DAYS PRIOR TO THE CLOSURE(S).
5. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE MUTCD MANUAL.
6. WORKING DAYS AND HOURS FOR CONSTRUCTION IN SUNSET BLVD N SHALL BE
SATURDAYS AND/OR SUNDAYS FROM 7AM TO 8PM.
7. ONE LANE OF TRAVEL IN EACH DIRECTION IN SUNSET BLVD N SHALL BE MAINTAINED
DURING WORK HOURS.
8. ALL LANES OF TRAFFIC SHALL BE REOPENED AT THE END OF EACH WORK DAY.
GENERAL BNSF NOTES & REQUIREMENTS
1. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE PROJECT'S BNSF
TEMPORARY OCCUPANCY PERMIT AND THE REQUIREMENTS NOTED ON THESE PLANS AND
IN THE SPECIFICATIONS. THE BNSF TEMPORARY OCCUPANCY PERMIT IS INCLUDED IN THE
PROJECT SPECIFICATIONS FOR REFERENCE.
2. THE CONTRACTOR'S WORK IN BNSF ROW SHALL BE LIMITED TO THE AREA DENOTED AS
"BNSF PREMISES" ON DRAWING C-1. THE CONTRACTOR SHALL NOT OCCUPY BNSF ROW
OUTSIDE THIS AREA WITHOUT PRIOR APPROVAL FROM BNSF.
3. THE CONTRACTOR AND ANY SUBCONTRACTORS PERFORMING WORK IN THE BNSF
PREMISES IDENTIFIED ON THE PLANS SHALL COMPLETE THE SAFETY -TRAINING PROGRAM
ON THE BNSF WEBSITE http://BNSFcontractor.com PRIOR TO COMMENCING ANY WORK. THE
TRAINING MUST BE COMPLETED NO MORE THAN ONE YEAR IN ADVANCE OF ENTRY ON THE
BNSF PREMISES.
4. THE CONTRACTOR SHALL NOTIFY THE BNSF ROADMASTER, DANIEL BAKER AT 2454
OCCIDENTAL AVE S STREET, SEATTLE, WA 98134, TELEPHONE (206) 625-6462, AT LEAST TEN
(10) BUSINESS DAYS PRIOR TO ENTERING THE BNSF PREMISES. THE CONTRACTOR SHALL
NOTIFY THE CITY WHEN USE OF THE BNSF PREMISES IS COMPLETE.
5. THE CONTRACTOR SHALL USE ONLY PUBLIC ROADWAYS TO CROSS FROM ONE SIDE OF THE
RAILROAD TRACKS TO THE OTHER. CROSSING THE RAILROAD TRACK IN THE BNSF
PREMISES SHOWN ON THE PLANS WITH EQUIPMENT IS PROHIBITED.
6. THE CONTRACTOR SHALL NOT STORE ANY EQUIPMENT OR MATERIALS WITHIN THE BNSF
PREMISES OR WITHIN 25 FEET OF RAILROAD TRACK CENTERLINE. ONLY EQUIPMENT AND
MATERIALS THAT REQUIRE TEMPORARY OR PERMANENT INSTALLATION TO PERFORM THE
WORK WILL BE ALLOWED WITHIN THIS AREA.
7. THE RAILROAD IS AN ACTIVE RAIL LINE USED BY BOEING FOR DELIVERIES. THE
CONTRACTOR SHALL NOTIFY THE CITY AT LEAST TEN(10) BUSINESS DAYS PRIOR TO
ENTERING THE BNSF PREMISES TO ALLOW FOR COORDINATION WITH BNSF AND BOEING AS
REQUIRED.
8. ANY AND ALL WORK WITHIN 25 FEET OF RAILROAD TRACK CENTERLINE REQUIRES A BNSF
FLAGGER ONSITE. THE CONTRACTOR SHALL PAY FOR AND SCHEDULE A BNSF FLAGGER
ONE MONTH PRIOR TO CONSTRUCTION ACTIVITIES.
DESoi� WA Sly
tiV�
W C r---
CIO
A 49545 O
�SSIoNAL 0; �j�ll5
M
q�
ISSUED FOR BID
SS10 AL � ,r NO. REVISION
9. WORKING DAYS AND HOURS FOR CONSTRUCTION IN BNSF ROW SHALL BE
FRIDAYS AND/OR SATURDAYS FROM 7AM TO 8PM.
EROSION CONTROL NOTES
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A
PRECONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON,
PUBLIC WORKS DESIGN ENGINEER.
2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS
PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD
AND OBSERVED DURING CONSTRUCTION.
3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE
CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR
CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT
ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT
FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL
SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND
POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION,
MAINTENANCE, REPLACEMENT AND ADDITIONS TO
EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THE
PLANS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET
ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND
UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE CONTRACTOR
SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL
FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION
CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF
CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF
THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE
CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES,
OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO
PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING
DRAINAGE SYSTEM.
5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL
ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE
DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR
RETENTION FACILITIES.
6. DURING THE TIME PERIOD OF OCTOBER 1 ST THROUGH APRIL 30TH, ALL
PROJECT DISTRIBUTED SOIL AREAS GREATER THAN 5,000 SQUARE FEET,
THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE
COVERED BY MULCH, SODDING OR PLASTIC COVERING.
7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO
FURTHER WORK IS ANTICIPATED FOR A PERIOD 30 DAYS OR MORE, ALL
DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING,
GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT
APPLICABLE TO THE TIME OF YEAR. GRASS SEEDING ALONE WILL BE
ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER,
INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE
INTEREST OF THE CONTRACTOR, BUT MUST BE AUGMENTED WITH
MULCHING, NETTING OR OTHER TREATMENT APPROVED BY THE CITY OF
RENTON, OUTSIDE THE SPECIFIED TIME PERIOD.
8. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD
STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE IS REQUIRED WITH A
MINIMUM HEIGHT OF THREE (3) FEET, 3:1 SIDE SLOPES.
9. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24 FEET X 50 FEET X 8
INCHES OF 4 TO 6 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL
POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION
SITE.
10. THE EROSION AND SEDIMENTATION CONTROL MEASURES PROVIDED FOR
CONSTRUCTION OF THE PROJECT SHALL BE IN COMPLIANCE WITH THE
CURRENT EDITION OF THE WASHINGTON STATE DEPARTMENT OF
ECOLOGY STORM WATER MANAGEMENT MANUAL FOR WESTERN
WASHINGTON.
11. DEWATERING WATER SHALL BE HANDLED TO ENSURE DISCHARGE MEETS
REGULATING WATER QUALITY STANDARDS. DEWATERING DISCHARGE AND
OTHER EROSION AND STORMWATER CONTROL ACTIVITIES SHALL
CONFORM TO AN APPROVED CONSTRUCTION STORM WATER POLLUTION
CONTROL PLAN.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR STREET CLEANING,
STREET SWEEPING (ONSITE AND OFFSITE) UPON THE DIRECTION OF THE
ENGINEER TO UNDERTAKE THE MEASURES DEEMED NECESSARY TO
EFFECT SUCH CONTROL.
13. EROSION CONTROL FACILITIES SHALL BE INSPECTED AFTER EACH STORM
AND DAILY DURING PROLONGED RAINFALL BY THE CONTRACTOR AND
MAINTAINED AS NECESSARY OR AS DIRECTED BY THE ENGINEER TO
ENSURE THEIR CONTINUED FUNCTIONING. NECESSARY REPAIRS OR
REPLACEMENT OR FACILITIES SHALL BE ACCOMPLISHED PROMPTLY.
SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT
AND/OR WHEN THE LEVEL OF DEPOSITION REACHES APPROXIMATELY
ONE-HALF THE MAXIMUM POTENTIAL DEPTH.
SURVEYED:
KPG
DESIGNED:
T. WHITEHOUSE, P.E.
DRAWN-
P. SIMON
TJW 05/2015 JSK CHECKED:
J. KRESHEL, P.E.
BY DATE APPR APPROVED:
R. D0RN, P.E.
SCALE:
VERTICAL: NAVD 1988
N/A HORIZONTAL: NAD 1983/1991
ONE INCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF
RENTON
Public Works Dept.
1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN
HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS -BUILT PLANS
AND ARE SHOWN IN AN APPROXIMATE WAY ONLY.
2. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY
RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY
THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL
UNDERGROUND UTILITIES. ALL LOCATOR SERVICES SHOULD BE CONTACTED
PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL
1-800-424-5555,
3. FIELD SURVEY: KPG, MARCH 2O14.
4. CONTOUR INTERVAL = 1 FOOT.
5. STORM AND SEWER CONNECTIONS HAVE BEEN DRAWN FROM CENTER OF LID TO
CENTER OF LID.
6. THE LOCATIONS AND DIMENSIONS OF UNDERGROUND VAULTS HAVE NOT BEEN
VERIFIED AND ARE APPROXIMATE.
7. SURVEY CONTROL DATA: REFER TO PK1 & 2 ON DWG C-1.
8. THE RIGHT-OF-WAY ALIGNMENT DEPICTED HEREON IS THE RESULT OF FIELD
TIES TO A LIMITED NUMBER OF STREET AND PLAT MONUMENTS, THE DATA FOR
WHICH HAS BEEN USED IN CONJUNCTION WITH ADJOINING PLAT CALCULATIONS
TO DEVELOP AN APPROXIMATE ALIGNMENT. THIS SURVEY IS NOT INTENDED TO
PORTRAY AN ACCURATE REPRESENTATION OF LEGAL RIGHT-OF-WAYS, NOR THE
PROPERTY LINES OF ADJOINING PARCELS, RATHER THEY ARE DEPICTED
HEREON FOR GRAPHICAL PURPOSES ONLY.
HORIZONTAL DATUM
WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH
ZONE, NAD 83/2011
VERTICAL DATUM
NAVD 88
GENERAL CONSTRUCTION SEQUENCE
THE GENERAL CONSTRUCTION SEQUENCE PROVIDED IS A SUGGESTED SEQUENCE
OF WORK AND DOES NOT DESCRIBE ALL ELEMENTS OF WORK. THE GENERAL
CONSTRUCTION SEQUENCE IS PROVIDED FOR CONTRACTOR REFERENCE ONLY AND
DOES NOT IMPLY DIRECTION, MEANS, OR METHODS OF CONSTRUCTION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING ALL ELEMENTS OF WORK
AS DESCRIBED IN THE CONTRACT DOCUMENTS.
1. INSTALL EROSION CONTROL MEASURES.
2. INSTALL TEMPORARY SEWER BYPASS PUMPING/SYSTEMS TO ISOLATE AREAS
OF WORK. ESTABLISH TRAFFIC CONTROL AS NECESSARY.
3. PERFORM DEMOLITION OF EXISTING SMH 1968, 12-INCH SANITARY SEWER AND
OTHER SITE ELEMENTS, WITH EXCEPTION OF WORK IN SUNSET BLVD N.
4. INSTALL SMH 1968 AND 24-INCH SANITARY SEWER TO EDGE OF SUNSET BLVD N.
5. ESTABLISH TRAFFIC CONTROL IN SUNSET BLVD N AND ELSEWHERE AS
REQUIRED.
6. REMOVE EXISTING SANITARY SEWER IN SUNSET BLVD N AND INSTALL
REMAINING 24-INCH SANITARY SEWER TO EXISTING SMH 4692.
7. RECHANNEL EXISTING SMH 4692.
8. PERFORM CONCRETE AND ASPHALT RESTORATION AND RESTORE PAVEMENT
MARKINGS IN SUNSET BLVD N.
9. REMOVE TRAFFIC CONTROL MEASURES.
10. REMOVE SMH 2O19 TOP AND INSTALL CIPP IN EXISTING 24-INCH SANITARY
SEWER BETWEEN SMH 2O19 AND SMH 1968.
11. RESTORE SMH 2O19 AND SURROUNDING CONCRETE PAVEMENT.
12. RESTORE SITE BETWEEN SMH 1968 AND SMH 4692.
13. REMOVE EROSION CONTROL MEASURES AND PERFORM FINAL CLEANUP.
S-0371208
Call 48 Hours
Before You Dig
1-800-424-5555
UNDERGROUND SERVICE
CENTRAL RENTON SEWER INTERCEPTOR
RELINE & UPSIZE PROJECT
NOTES & GENERAL CONSTRUCTION SEQUENCE
DATE:
MAY 2015
PAGE
DRAWING NO:
G-2
SHEET: OF:
2 6
c\j LEGEND: ABBREVIATIONS SYMBOLS AND DESIGNATIONS
T
MO EXISTING PROPOSED AASHTO AMERICAN ASSOC. OF STATE MBMFR MANUFACTURER
HIGHWAY MH MANHOLE
RIGHT OF WAY BNSF PREMISES
r _---------"'--"'— TRANSPORTATION OFFICIALS MIN MINIMUM TITLE
N AB ANCHOR BOLT MON MONUMENT TITLE DETAIL NUMBER
— CENTERLINE — GRAVITY SEWER AC ASPHALT CONCRETE MUTCD MANUAL ON UNIFORM TRAFFIC DETAIL /
ACP ASPHALT CONCRETE PAVEMENT CONTROL DEVICES �
-- PROPERTY LINE SANITARY SEWER MANHOLE OR STRUCTURE ADS POLYETHYLENE PIPE MW MONITORING WELL SCALE. 1/2" - 1'-0" C-2
EASEMENT //////�/��/, TO BE REMOVED OR ABANDONED ALD ALDER ��— DRAWING NUMBER WHERE DETAIL
APPROX APPROXIMATE N NORTH IS REFERENCED. USE DASH IF
CONTOUR ASPHALT CONCRETE PAVEMENT (ACP) - PLAN APWA AMERICAN PUBLIC WORKS NAD NORTH AMERICAN DATUM DETAIL APPEARS ON THE SAME
ASSOCIATION NAVD NORTH AMERICAN VERTICAL DATUM SHEET AS SHEET REFERENCED.
AVE AVENUE NE NORTHEAST
Micp MONUMENT IN CASE PRE -CAST CONCRETE NIC NOT IN CONTRACT
MON o BC BF BLIND FLANGE NO. NUMBER TITLE SECTION, ELEVATION OR
SURFACE MONUMENT go O o O g CS BH BORE HOLE NTS NOT TO SCALE TITLE
BLVD BOULEVARD NW NORTHWEST PROFILE REFERENCE LETTER
PK NAIL BM BENCH MARK SECTION A
REBAR &CAP BNSF BURLINGTON NORTHERN SANTA FE OC ON CENTER SCALE: 1/2" - 1'-0"
OD OUTSIDE DIAMETER DASH IF SECTION IS TAKEN ON THE
CB CATCH BASIN OH OVERHEAD SAME DRAWING. USE DRAWING
SEWER MANHOLE CCW COUNTER CLOCK WISE OP OVERHEAD POWER NUMBER IF SECTION WAS TAKEN
CDF CONTROLLED DENSITY FILL OPG OPENING ON A DIFFERENT SHEET.
POWER POLE CF CLEARING LIMIT FENCE
POWER POLE W/UNDERGROUND CONNECT CHLK CHAIN LINK P POWER SECTION LETTER
CIPP CURED IN PLACE PIPE PE PLAIN END, PROFESSIONAL ENGINEER A -
C/L, CL CENTERLINE PG PERFORMANCE GRADE
GUY ANCHOR CLR CLEAR PSF POUNDS PER SQUARE FOOT C-1
CO CLEANOUT PSI POUNDS PER SQUARE INCH DRAWING NUMBER WHERE DETAIL CALLOUT
POWER MANHOLE CONIC CONCRETE PVC POLYVINYL CHLORIDE SECTION IS DRAWN. USE DASH IF
CPLG COUPLING PVMT PAVEMENT SECTION APPEARS ON SAME 4/C-1
TELEPHONE MANHOLE SHEET AS CUT.
CSBC CRUSHED SURFACING BASE COURSE PWR POWER
DRAWING #
CSTC CRUSHED SURFACING TOP COURSE
GAS VALVE RD ROAD ELEVATION LETTER
DETAIL #
WATER VALVE D/W DRIVEWAY REINF REINFORCEMENT A
D DEPTH, DOUBLE REQ'D REQUIRED
DBH DIAMETER BREAST HEIGHT RET RETAINING C-1
WATER METER DI DUCTILE IRON ROW, R/W RIGHT OF WAY DRAWING NUMBER WHERE ELEVATION IS
DIA DIAMETER RRC RED REBAR AND CAP DRAWN. USE DASH IF ELEVATION
WATER VAULT LID DIP DUCTILE IRON PIPE RT RIGHT APPEARS ON SAME SHEET AS
DIPS DUCTILE IRON PIPE SIZE REFERENCED.
FIRE HYDRANT DR DRIVE S SOUTH, SLOPE
DTREE DECIDUOUS TREE SCH SCHEDULE
BLOW -OFF DWG DRAWING SD STORM DRAIN
BORE SITE (W/ FIELD DESCRIPTION) SDMH STORM DRAIN MANHOLE PIPING DESIGNATIONS
E EAST, ELECTRICAL SDR STANDARD DIMENSION RATIO
EA EACH SE SOUTHEAST
MONITORING WELL EW EACH WAY SERV SERVICE
EL, ELEV ELEVATION SF SILT FENCE PIPING IS IDENTIFIED BY ITS SIZE FOLLOWED BY PIPING SYSTEM AS FOLLOWS:
GUARD POST EP EDGE OF PAVEMENT SSFM SANITARY SEWER FORCE MAIN
DESIGNATES NEW PIPING:
EX EXISTING SMH SEWER MANHOLE
SIGN SS SANITARY SEWER
FF FINSHED FLOOR SST STAINLESS STEEL 8" SS
SHRUB FIG FINISH GRADE ST STREET
PVC
FT,' FEET STA STATION
DECIDUOUS TREE, DIA (# OF TRUNKS) STD STANDARD
DESIGNATES EXISTING PIPING:
G GAS STL STEEL
PAINTED POWER GALV GALVANIZED SW SOUTHWEST
GRAY GRAVEL EX 8" CONC SS
PAINTED TELEPHONE GV GATE VALVE T TELEPHONE
T&B TOP AND BOTTOM
PAINTED FIBER OPTIC HDPE HIGH DENSITY POLYETHYLENE TBM TEMPORARY BENCHMARK FOR NEW PIPING MATERIAL, FITTINGS, AND VALVES, SEE SPECIFICATIONS. A
Q HMA HOT MIX ASPHALT TELJB TELEPHONE JUNCTION BOX GENERAL PIPING MATERIAL MAY BE NOTED.
PAINTED TV HORIZ HORIZONTAL TELR TELEPHONE RISER
HT HUB AND TACK TV TELEVISION (CABLE) PIPING SYSTEM DESIGNATIONS FOR EXISTING PIPING INDICATE TYPE OF
PAINTED WATER HYD HYDRANT TVJB TELEVISION (CABLE) JUNCTION BOX SERVICE AND TYPE OF MATERIAL IF KNOWN. CONTRACTOR SHALL VERIFY ALL
TVR TELEVISION (CABLE) RISER EXIST PIPE MATERIAL AND NOT RELY ON THIS DESIGNATION PRIOR TO
PAINTED GAS ID INSIDE DIAMETER TYP TYPICAL CONSTRUCTION.
IE INVERT ELEVATION
SEWER IN, " INCH UGP UNDERGROUND POWER
IPS IRON PIPE SIZE UNO UNLESS NOTED OTHERWISE
FENCE
JB JUNCTION BOX VCP VITRIFIED CLAY PIPE
RAISED -BUTTON SOLID STRIPE VERT VERTICAL DRAWING REFERENCE
L LENGTH
RAISED -BUTTON SKIP STRIPE LF LINEAR FEET W/ WITH
LN LANE W WATER, WEST G GENERAL
EDGE OF PAVEMENT LT LEFT WL WATER LEVEL
C CIVIL
WM WATER METER
CONCRETE MAX MAXIMUM WSDOT WASHINGTON STATE DEPARTMENT
MB MAIL BOX OF TRANSPORTATION
GRAVEL MDD MAXIMUM DRY DENSITY WS WATER SERVICE
0
I
N
m
p I
Q
pcl- cn
Call 48 Hours
Q Z
z Before You Dig
J S-0371209 1-800-424-5555
UNDERGROUND SERVICE
U
DES War S .
Uj P WA l F Wri DATE:
pN BHC Consultants, LLC ���I�l_ �.�{) 4,��i1r_,�� SURVEYED: SCALE:
1601 Fifth Avenue, Suite 500 ��tiP , �� '(•T DESIGNED: N/G, HORIZONTAL: NAD 1963/1991 �- CITY O C
�. !T' O _ VERTICAL AD 1 83/1 I CENTRAL RENTON SEWER INTERCEPTOR MAY 2015
RELINE & UPSIZE PROJECT FIELDBOOK:
. Seattle, Washington 98101 l C t ' T. WHITEHOUSE, P.E. R E N TO N PAGE:
t� _
206.505.3400 �'
DRAWN:
L A P. SIMON DRAWING N0:
w CONSULTANTS 49545 [L ONE INCH DATU M
206.505.3406 (fax) .po �o� R� �� o4 ISSUED FOR BID TJw 05/2015 ASK CHECKED: AT FULL SCALE Public works Dept. LEGEND, ABBREVIATIONS, SYMBOLS & DESIGNATIONS (�-3
Y
SEATTLE TACOMA www.bhcconsultants.com ��SS�orvautiNc��ti �ss�oNAL� �� J. KRESHEL, P.E. SICALETOCRDNGLY SHEET: 3 OF:
NO. REVISION BY DATE APPR APPROVED:
R. DORN, P.E.
T
C'7
O
SI
TYP - �� REMOVE EX 72" DIA BRICK
r MH AND REPLACE WITH
T /
NEW 84 DIA SMH 1968,
PER DETAIL 1/C-2
x
PK 2 sly
\ % STA 1+00
\� 6
'INO DEL�RY" �\ �° � OFFSET 1' RT
N 181163.90 \\ \ oi� o� a - -- -- �r % SEE NOTE 5 x
E 1303744.48 \ \\ c c G .
EL 41.09
AB-2 TYP
STA 1 +00 �9
N 181167.65TYP�I
Z I
\ I
E 1303802.05 I 24" SS
0 90 20 \' SEE DETAIL 1/C-2 '
210, �� I PVC
Scale in Feet _ AS REQUIREDAB
'
GB-15 5
N
-
3/ / ° p
/ H OH 9
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.
o�
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
of o
MEETS THE REQUIREMENTS OF GRAVEL BORROW PER
N 2 WSDOT SECTION 9-03.14(1). INSTALL UNDERGROUND
m I
w 7 "4- WARNING TAPE IN TRENCH PER SPECIAL PROVISIONS
o SECTION 7-08.3(3)B. 20
��Q
w 0 S CONSTRUCTION C/L EQUALS PIPE C/L.
���
z z w
0 12 REPLACE CHANNELIZATION MARKERS PER RENTON STD
�JI
N PLANS H007, 109 AND 109.1. 15
z�
U I
ox
BHC Consultants, LLC
s 1601 Fifth Avenue, Suite 500
w
Seattle, Washington 98101
206.505.3400
= N S U LTA N T S 206.505.3406 (fax)
Y
o SEATTLE TACOM, www.bhcconsultants.com
i W
EX 24"
VCP SS
FIELD
VERIFY
IE, TYP
G
8 TYP REMOVE EX 4
12" VCP SS i
w - v
3 W
GP
r
Duct P
T� GP
. . GP
EX 15" CONC SS -7—
j EX 24" VCP SS, SEE DWG C-3 FOR
/ SEWER RELINE REQUIREMENTS
PROTECT EXIST UTILITIES, TYP
EXISTING RIGHT OF WAY
ENTERPRISE CAR RENTAL
APPROX EX APPROX FINISHED
FENCE LINE GRADE AT
\� CONSTRUCTION C/L
o
w � �
X _ — —
w
Q
LL OI °° N
CO V /
w
OI 212 /
C/)w
- I-
1�1 _
O?w
"I. z
04
w w N
co co M
www
1
o�E EX 12 vGP SS
EM R
AC
w ��
z
✓ERIFY DEPTH OF
EX UTILITIES, TYP
Pv C SS
E W ITN 122+ OF - 24
S_0 FTIFT
10 PIPE TRENCH DETAIL PER RENTON STD PLAN 110
DES �,�i� S .
WA Sly
49545
Ao�FcIST�T
��w� ��� ISSUED FOR BID
�SSIDNAL E'�'G�5 (�y (�y SSvoNAL N0. REVISION
G c
TYP
8'-6"
MIN
a : •G�
EX 18" PVC SS
• . 7' X 60 DIA
SMH 4692
SADDLE TYPE
/ 9' STA 2+27±
MIN
GB-14
PK 1 12
/N 181151.07-_----
E 1303866.48 TYP / 5
EL 53.98
EX 12" VCP SS AND
• SMH PLUGGED
w AND ABANDONED
/ BELOW GRADE
• AC • '•' Zr
r _
co
rV • . —
• : rV 07
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
Iri
LO
65
60
55
50
45
40
35
30
F�1
IIIIIIIII
15
CITY OF
RENTON
Public Works Dept.
I
CONSTRUCTION
CENTERLINE o
hP
CD
z
w
I
I
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:
4 6
N
T
rl_
t'MM
J
O
N
C)
Z
0 50 100
Scale in Feet
FOR MANHOLE
AND PAVEMENT
RESTORATION,
SEE DETAIL 11- -
aw
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.
MH'
2019''.�
i
SMH
1968
NOTES:
1.
CONTRACTOR SHALL PREPARE AND SUBMIT FOR
REVIEW AND APPROVAL A TRAFFIC CONTROL PLAN
SEE DWG C-1 FOR
FOR WORK IN N 4TH ST. THE TRAFFIC CONTROL PLAN
REPLACEMENT
SHALL BE APPROVED BE THE ENGINEER PRIOR TO
REQUIREMENTS
BEGINNING ANY WORK IN N 4TH ST AND BE IN
OACCORDANCE
1
WITH THE CITY APPROVED ROW
PERMIT TO BE OBTAINED BY THE CONTRACTOR.
2.
SEE SPECIAL PROVISIONS SECTION 7-27 FOR
TEMPORARY SEWER BYPASS PUMPING/SYSTEMS
REQUIREMENTS.
3.
EROSION CONTROL MEASURES SHALL BE
PROVIDED/IMPLIMENTED AS REQD AND APPROPRIATE
IN ACCORDANCE WITH THE EROSION CONTROL
NOTES ON DWG G-2 AND APPLICABLE CITY OF
RENTON STD PLANS.
• 4.
SEE GENERAL BNSF NOTES AND REQUIREMENTS ON
DWG G-2.
5.
SEE SPECIAL PROVISIONS SECTION 1-08.13 FOR
SPECIFIC WORK CONSTRAINTS.
SCHEDULE - CURED IN PLACE PIPE FOR SANITARY SEWER
STREET
UPSTREAM
MANHOLE
APPROX DEPTH TO
PIPE INVERT
DOWNSTREAM
MANHOLE
APPROX DEPTH TO
PIPE INVERT
EXISTING PIPE
MATERIAL
PIPE SIZE
APPROX
RUN LENGTH
APPROX #
LATERALS TO
REINSTATE
N 4TH ST
1968
11.3 FT
1967
4.8 FT
VITRIFIED CLAY
2411
456 FT
3
N 4TH ST
1967
4.8 FT
2019
5.6 FT
VITRIFIED CLAY
2411
203 FT
0
TOTAL
2411
659 FT
3
BHC Consultants, LLC
1601 Fifth Avenue, Suite 500
. Seattle, Washington 98101
206.505.3400
C O N S U LTA N T S 206.505.3406 (fax)
SEATTLE TACOMA www.bhcconsultants.com
CIPP PLAN AND SCHEDULE
PLAN
SCALE: 1" = 50'-0"
SURVEYED:
KPG
DESIGNED:
T. WHITEHOUSE, P.E.
DRAWN:
P. SIMON
ISSUED FOR BID TJW 05/2015 JSK CHECKED:
J. KRESHEL, P.E.
N0. REVISION BY DATE APPR APPROVED:
R. DORN, P.E.
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
REPLACE TYPE C
TRAFFIC CURB TO
MATCH EX PER RENTON
STD PLAN H007
CONSTRUCTION NOTES:
10 NEW SMH 1968 SHALL BE INSTALLED PRIOR
TO BEGINNING CIPP WORK. SEE GENERAL
CONSTRUCTION SEQUENCE NOTES ON DWG
G-2.
OQUANTITY, LOCATION AND DEPTH OF
EXISTING SIDE SEWERS ARE UNKNOWN.
SIDE SEWERS SHOWN FOR ILLUSTRATION
PURPOSES ONLY. CONTRACTOR SHALL
FIELD LOCATE EXISTING SIDE SEWERS AND
RESTORE SERVICE CONNECTION AFTER
INSTALLATION OF CIPP AS SPECIFIED.
REMOVE 72" DIA MANHOLE
TOP FOR INSTALLATION OF
CIPP, REINSTALL AND ROTATE
APPROX 1350 CCW AS
APPROVED BY THE CITY IN
THE FIELD
PROTECT EX UTILITY
COVER, REINSTALL TO
MATCH EX AS REQD
REPLACE YELLOW
PAVEMENT MARKING
TO MATCH EX
REPLACE CHANNELIZATION
MARKERS PER RENTON
STD PLANS H007 AND 109.1
CITY OF
RENTON
Public Works Dept.
REMOVE AND REPLACE 4
CONC PANELS PER
RENTON STD PLAN 111,
APPROX SIZE=10'x10'x12"
THICK EACH PANEL
MANHOLE AND PAVEMENT
RESTORATION (LOOKING WEST)
DETAIL 1
NTS -
S-0371212
Call 48 Hours
Before You Dig
1-800-424-5555
UNDERGROUND SERVICE
DATE:
CENTRAL RENTON SEWER INTERCEPTOR MAY 2015
RELINE & UPSIZE PROJECT FIELDBOOK:
PAGE:
DRAWING NO:
SEWER RELINE PLAN & DETAILS C — 3
SHEET: OF:
6 6