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GENERAL NOTES,
1. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) SANITARY SEWER AND STORM DRAIN MAIN LINES SHALL BE
INSPECTED BY MEANS OF REMOTE CCTV. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY OF RENTON INSPECTOR
ASSIGNED TO THE PROJECT PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GU 1 S. ANDTOR PAVEMENT,
2. THE CONTRACTOR SHALL PERFORM ALL OCTV INSPECTIONS IN ACCORDANCE WITH THE NATIONAL ASSOCIATION OF SEWER SERVICE
COM PAN PE S (NASSCOy PIPEL INE AS SESSMENT CERTI FICATI ON PROGRAM I PACP I-
3. ALL CCTV OPERATORS SHALL HAVE CURRENT NASSOO PACP CERTIFICATION,
4. CCTV INSPECTIONS SHALL BE RECORDED IN A GRANITENET COMPATIBLE FORMAT DATABASE USING THE LATEST SOFTWARE VERSION
AND SUBMITTED WITH ELECTRONIC LINKS BETWEEN THE DATA AND THE VIDEO ON AN EXTERNAL NOD, OVID. OR FLASH DRIVE.
5. ALL CCTV INSPECTION REPORTS SHALL BE W ITHIN 0. TWO (2) FEET OF THE MEASURED LINEAR FOOTAGE BETWEEN MANHOLES ALONG
THE EXISTING PIPELINE CENTERLINE FROM THE START OF PIPE TO END OF PIPE.
S- ALL OWNER AND PACP REQVI RED HEADER INFORMATION MUST BE FULLY AND ACLU RATE LY ENTERED ON ALL CCTV REPORTS. WORK NOT
FOLLOWING THESE SPECIFICATIONS WILL BE REJECTED AND THE CONTRACTOR SHALL BE REQUIRED TO RE -CCTV THE WORK.
7. THE DOCUMENTATION OF THE WORK SHALL CONSIST OF PACP CCTV REPORTS, PACP DATABASE, LOGS, ELECTRONIC REPORTS. ETC.
NOTING IMPORTANT FEATURES ENCOUNTERED DURING THE INSPECTION. THE SPEED OF TRAVEL SHALL W SLOW ENOUGH TO INSPECT
EACH PIPE JOINT, TEE CONNECTION, STRUCTURAL OETERIORATION, INFILTRATION AND INFLOW SOURCES. AND DEPOSITS, BUT SHOULD
NOT, AT ANY TIME, BE FASTER THAN 30 FEET PER MINUTE, EXCEPT AS NOTED OTHERWISE IN THIS DOCUMENT.
8. THE CAMERA MUST BE CENTERED IN THE PIPE TO PROVIDE ACCURATE OISTAN CE MEASUREMENTS TO PROVIDE LOCATIONS OF FEATURES
IN THE SEWER AND THESE FOOTAGE MEASUREMENTS SHALL BE DISPLAYED AND DOCUMENTED ON THE VIDEO. ALL PACP OBSERVATIONS
SHALL BE IDENTIFIED BY AUDIO AND ON A PACP LOG. ALL VIDEO MUST BE CONTINUOUSLY METERED FROM MANHOLE TO MANHOLE. ALL
VI DEL) RECORDING SHALL BE CONTINUOUS FROM STRUCTURE TD STRUCTURE WITH NQ "PAUSING" OF THE VIDEO RECORDING DURING
EACH PIPELINE INSPECTION. THE PIPE SHALL BE CLEANED PRIOR TO THE CCTV INSPECTION TO ENSURE ALL DEFECTS, FEATURE, AND
OBSERVATIONS ARE SEEN AND LOGGED.
9- JUST PRIOR TO BEGINNING THE CCTV INSPECTION, WHILE THE CCTV CAMERA I$ IN PLACE AND RECORDING. WATER ICON TAINI NG DYE)
SHALL BE INTRODUCED INTO THE UPSTREAM MANHOLE OF EACH PIPE SEGMENT UNTIL R IS OBSERVED AND RECORDED FLOWING PAST
THE CAMERA'S FIELD OF VISION IN ITS ENTIRETY.
10. THE CCTV CAMERA SHALL HAVE A WATER -LEVEL MEASURING DEVICE CSALL. CYLINDER, ETC. }ATTACHED THAT HAS IM- MARKINGS TO
SHOW THE DEPTH OF WATER IN THE PIPE DURING THE OCTV INSPECTION,
11. ALL MANHOLES SHALL BE CHANNELED AND COATED PRIOR TO CCTV INSPECTION.
12, PER CITY OF RENTON SPECIFICATION 7-06.3I2)6. SEWER AND STORM DRAIN PIPELINE SHALL HAVE NO MORE THAN 112- OF PONDINO TO BE
OONSIDE RED ACCEPTABLE.
UN LESS OTHE RW ISE N OTED, DRAW( NG I S NOT TO SCALE INTSI
STD. PLAN - 266.00
PUBLIC WORKS
DEPARTMENT
CCTV INSPECTION SPECIFICATIONS
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PPR D 9j28/2018 I
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DATE
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Land Planning • Civil Engineering
5130 South 166th Lane
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- SeaTac, WA 98188
T (206) 229-6422
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CEMENT CONCRETE
CURB a GUTTER
IEEE NOTE 31
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For NOTES $TO. PLAN 104.2 1
DocuSign Envelope ID: 6EECF58 -602A-4E4A-B436-A317AA638878
SEE NOTE 2 10 MIN. 5' MIN.
HOUSE
11 YARD DRAIN OR CATCH BASIN
PLAN WITH SOLID LID
ROOF DOWNSPOUT WITH OVERFLOW
WYE AND SPLASH BLOCK
PERFORATED PIPE TO BE LEVEL
FLEXIBLE GASKETED
CLEANOUT CAP PER ASTM 111921,
PER STD. PLAN Zm00 6' MIN. 6' MIN. yE
2 MAN.
L
6" DIA MIN. ECHO PVC
12- PIPE PER ASTM D1785
6" DIA. MIN. PERFORATED PVC
3Ea" TO 1-IZ WASHED DRAIN ROCK PIPE PER A5TM 01795
FIRE MESH SCREEN. SS304 1000 OR SIMILAR
COMPACTED BACKFILL
6"MIN. NON -WOVEN GEOTEXTILE FOR SEPARATION
ON TOP AND SIDES OF TRENCH PER WSDOT
SPECIFICATIONS SECTION 9J3.2(1) TABLE 3
12- MIN
IT MIN. ABOVE SEASONAL HIGH j
GROUNDWATER OR HYDRAULICALLY I� 24' MIN.
RESTRICTIVE LAYER
NOTES:
1. 15' MINIMUM FROM FROINFILTRATION TRENCH TO BUILDINGS WITH CRAWL SPACES. BASEMENTS. OR ELEVATIONS
BELOW THE OVERFLOW POINT.
2. REQUIRED TRENCH LENGTH VARIES DEPENDING ON SOIL TYPE, UP 70 1W MAX. WHEN LOCATEO IN COARSE SANDS OR
COBBLES, INFILTRATION TRENCHES MUST BE AT LEAST W IN LENGTH PER 1,000 SQUARE FEET OF IMPERVIOUS
SURFACE SERVED. WHEN LOCATED IN MEDIUM SANDS, INFILTRATION TRENCHES MUST BE AT LEAST 30' IN LENGTH PER
1=0 SQUARE FEET OF IMPERVIOUS SURFACE SERVED.
3. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE INTSI
STD. PLAN - 225.20
PUBLIC WORKS SINGLE FAMILY ROOF DOWNSPOUT PPR D:
DEPARTMENT INFILTRATION TRENCH GAZ 9/28/2018 I
DATE
JOB NO.
M8325
Hsi
REVISION
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(2) 318'-19 SS SOCKET HEAL) CAP 15, CIA _
11) OPEN PIrKHOLE 1" SCREW (ALLENHEAD) WIWSHRS $15
ON R B" OIA BOLT CIRCL E
PLAN VIEW FRAME SECTION COVER SECTION
CAST IRON FRAME AND
COVER, SEE NOTE 3 -
12,
B' CL0.S3 'B'
ASPHALT. SEE NOTE a
CLEANOUT RISER, SEE NOTE 2
SOIL TIGHT 45' BEND
WYE
SOIL TIGHT
COUPLER
UNDERDRAI N. FOOTING
DRAIN COLLECTOR. OR
ROOF GRAIN COLLECTOR
PUPS. SEE NOTE t
�---�- r I I Illllll
TO OVERFLOW
STRUCTURE OR
STORM MAIN
12'
PAVED AREA (rYP.1
EXTEND CLEANOUT RISER
2' ABOVE DESIGN PONDING
ELEVATION OR PER PLAN
DE SIG N PO NDING
ELEVATION
- 4' COMPACTED SAND OR
GRAVEL BACKFILL FOR DRAINS
PER WSOOT 9-03112(4) ❑ 0
j
n
CLEANOUT RISER,
SEE NOTE 2
FERNCO GASKETED
QUIK CAP OR SIMILAR
Fa- STREAMBE D COBBLES
PER WSDOT 9-03.1112)
CLEANOUT RISER LOCATED WITHIN
'--MECHANICAL. PLUG OR
CONTINUED CONNECTION
TYPICAL CLEANOUT CONFIGURATION
NOTES:
1. DLAMETER TO BE 6•INCIH ES MINIMUM PRIVATE, 8.1 INCHES MINIMUM PUBLIC. UN DE RDRAIN PIPE PER STD. PLAN 262.10.
2. CLEANOUT RISER SHALL BE SAME SIZE AND MATERIAL AS CONNECTED UNDERORAIM. FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE.
3. FRAME AND COVER SHALL HE EJ PRODUCT NO. WW7549801 OR APPROVED EQUAL. COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED STORM,.
4. FOR CLEAN OUTS FULLY OR PART PAL LY WITHIN UNPAVED AREAS OU75I DE OF BIORETENT ION POND ING AREA, POUR S'THICK. 270 SQUARE CONCRETE
COLLAR AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI.
GENERAL NOTES:
1. CLEANOUTS FOR UNDERDRAIN. FOOTING DRAIN COLLECTOR, AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100
FEET, AT EVERY 90 DEGREE OR SECOND 45 DEGREE BEND. AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERORAIN PIPE NOT
CONNECTED TO AN OVERFLOW STRUCTURE. CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES.
2, ALL FITTINGS SHALL BE SOIL TIGHT,
3. C LEANOUT R IS E R SHALL BE LOCATED OUTS IDE OF BIORET EN TION PON DING WHERE POSSI BLE.
4- C LENOUTS SHALL NOT BE LOCATED WITH IN THE STRE ET TRAVEL LAN E, UN LESS OTHE RWIS E APPROVE D BY THE C FTY,
UNLESS DIM ERWISE NOTED, DRAWING IS NOT TO SCALE INTSI
STD. PLAN - 226,00
PUBLICWORKS APPROVED:
r�
+1\ DEPARTMENT STORM SYSTEM CLEANOUT GAZ 9/28/2018 I :45 A
DATE
SURVEYED:
DESIGNED:
H. H. PHAN
DRAWN:
H. H. PHAN
CHECKED
APPROVED:
SCALE:
VERTICAL: NAVD 1988
NONE HORIZONTAL: NAD 1983/1991
DATUM
ONEINCH 1
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
FRAME AND VANED GRATE
4. V. 1 T, OR 24'
i ONE *3 BAR HOOP FOR B' HEIGHT
INCREMENT ISPACED EQUALLY).
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
IPP
e
d3 BAR EACH CORNER
�a°TER
43 BAR EACH SIDE ?r
#3 BAR EACH WAY
PRECAST BASE SECTION
N3 BAR HOOP
93 EAR EACH
CORNER 1 B' MIN.
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
PUBLIC WORKS
DEPARTMENT
Know what's below.
Call before you dig.
CITY OF
RENTON
Planning/Building/Public Works Dept.
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR PLAIN
12-
CONCRETE
ALL METAL PIPE
15"
CPSSP•.
12'
STD- SPEC. 0-A5.20
SOUD WALL PVC,
STD. SPEC. "5.12(1)
15,
PROFILE WALL PVC.
STO. SPEC. 9-05.12(2)
15"
' CORRUGATED POLYETHYLENE STORM
SEWERPIPE
NOTES:
1 AS ACCEPTABLE ALTER NAT IVES TO TH E R E BAR SHOWN
IN THE PRECAST BASE SECTION, FIBERS {PLACED IN
ACCORDANCE WITH STANDARD SPECIFICATION
9•D5.50(9)), OR WIRE MESH HAVING A MIN IMUM AREA 0 F
0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH
THE MINIMUM REQUIRED RESAR SHOWN IN THE
ALTERNATIVE PRECAST BASE SECTION. WIRE MESH
SHALL NOT SE PLACED IN THE KNOCKOUTS- AS AN
ACCEPTABLE ALTERNATIVE TO THE RESAR SHOWN IN
THE RECTANGULAR ADJUSTMENT SECTION, AT RE MESH
HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER
FOOT MAY BE USE D.
2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER
TI-KN 20'- KNOCKOUTS SHALL HAVE A WALL THICKNESS
OF 2' MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5"
MINIMUM GAP BETWEEN THE KNOCHOUT WALL AND THE
OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED,
FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH
STANDARD SPECIFICATION 9-"-3.
3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO
THE LOWEST PIPE INVERT SHALL BE $FEET.
4. THE FRAME AND GRATE MUST BE IN STALLEO WITH THE
FLANGE DOWN.
5, THE PRECAST BASE SECTION MAY HAVE A ROUNDED
FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF
1 H24V OR STEEPER.
0. THE OPENING SHALL BE MEASURED AT THE TOP OF THE
PRECAST BASE SECTION.
7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE
INLET HAS BEEN PLaaCEO. USE GROUT TYPE 2 FOR
N ON-SH RINK APPL (CATIONS IN ACCORDANCE WITH
STANDARD SPECIFICATION 9-20.3(4
8, ALL GRADE RINGS AND CASTINGS SHALL BE SET IN
MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9.04.3. THEN APPLY MORTAR TO I NS IDE
AND OUTS( D E OF ALL JOI MTS. W NGS. RI SERS, AN 0
FRAMES.
9. MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURE RS DI RECTIONS.
10, FRAME SHALL BE ADJUSTED TO PAVEMENT GRAPE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEM ENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH.
11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND
REMAIN VISIBLE UPON COMPLETION.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE [NTSI
STD. PLAN - 200.00
1PP"ED.
CATCH BASIN TYPE 1 GAZ 9/28/2018
.au. Ncbna.wno-xw DATE
R-411308
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
jchavez 12/11 /2020
:01
NGOCHAN SHORT PLAT
10814 SE 173RD STREET
RENTON, WA 98055
STANDARD DETAILS -3
DATE:
10-10-20
FIELDBOOK:
PAGE:
8 11
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