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CAST-IN-PLAGE CONCRETE BA5I
UDDER PRE -CAST SADDLE
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LAANHCLE S�CTJON
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REMOVE UPPED HALF 4F THE -
EXISTING PIPE (PVC PIPE DNLY)
SHELF AND CHANNEI_ SHAIrE
eE 3000 PSI CONCRETE
DIAMETER VARIES -�-•I
BASE POURED 4' UNDER
SEWER MAIN At A MINIMUM DE
1 a" THICK
OPEN PIPE Ch4ANNLL
PRECAST SADDLE
MANHOLE SECrnON
(4)-4"(W) X 9'(14) X 18"(L)
SOLID CON CrgE iE BLOCKS
(kllNlhA�M)
04 RESAR
PRECAST SADDLE
MANHOLE SECTION
-BUILD THE CHANNEL FLUSH WITH
DOTTOM OF PFPE AND SHELF AT
SLOPE - fr PER FOOT 0R 2%
(TYP )
NEW PIPE
- CAST -IN -PLACE CONCRETE
BASE POURED 4" AE30VE THE
SOLID CONCRETE BLOCKS
(WNIMUY 12" THICK)
(4)-4+('W) X S'(FI) X 16"(L.
SDLI11 CONCRETE BLOCKS
COMPACTED SJ8 GH AW "Ti4
CRUSHED ROCK OR ADDITIONAL_
FOUNDARON ROCK T4 SUPPORT
STRUCTURE
NOTES.
>I. EXISTING FIDE SHALL BE SUPPORTED At ALL 71MES
2 NO WEIGHT OF THE PRECAST MANHOLE UNIT SHALL BEAR ON rHE EXISTING PIPE
3 CAST -IN -PLACE BASE SFtiALL OE 3000 PSI COMMERCIAL CONCRETE
e4 PRECAs? MANHOLE SECTIONS SHAI_L BE INSTALLE-a IN ACQORUANCE WTIi4 THE: STANDARD PLAN FOR THE SPECIFIED MANHOLE
SIZE ANO TYPE
5 PRECAST MANHOLE SECTIONS SHALL HAVE tHE ONTERIUR SUR' ACv S FACTORY -COATED (SEALEG) WITH A HIGH SOLIDS URETHA`IE
CGA'ING. WA5SER MC-SHIELDCQAT TOO OR APPROVED EQUAL. COLOR SHALL DE WHITE
6 THE PRECAST MANHOLE SECTION SHALL SIT ON �4)-A"(W) X El"(H) X is"(L) SOLID CONCRETE EL KS PLACED ON COMPACTED
SUB -GRADE
7 THE UPPER HALF OF THE EXISTING PIPE {PVC 'IPE ONLY) SHALL BE REMOVED WHILE THE 6aTTGM SHALL REMAIN AS THE
C4ANNEL DF THE NEVY MANHOLE.
O THE CAST -IN -PLACE MANKOLE SHALL NOT BE INSTALLED OVER A BELL SECTION OR JOINT OF THE SEWER MAIN TkiE MINIMUM
❑'STANCE FROU TIME OU'TSID:E WALL OF THE MANHOLE AND A BEL_ SECTION OR JOINT SHALL OE 2'
I . sTA, PLAN - 400.6
UR)PUBLIC WORKS ADDLE MANHOLE APN
DEPARTMEENT WITH GIST -IN -PLACE BASE iVl�TtiEEI P1� t�I G/202
DATE
SADDLE MANHOLE WITH CAST -IN -PLACE BASE
NOT TO SCALE
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09/10/2024
CCTV INSPECTION SPECIFICATIONS
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, GUTTERS, AND/OR PAVEMENT.
2. THE CONTRACTOR SHALL PERFORM ALL CCTV INSPECTIONS IN ACCORDANCE WITH THE
NATIONAL ASSOCIATION OF SEWER SERVICE COMPANIES (NASSCO) PIPELINE
ASSESSMENT CERTIFICATION PROGRAM (PACP)
3. ALL CCTV OPERATOR SHALL HAVE CURRENT NASSCO 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 HDD, DVD, OR FLASH DRIVE
5. ALL CCTV INSPECTION REPORTS SHALL BE WITH -IN +/- TWO (2) FEET OF THE MEASURED
LINEAR FOOTAGE BETWEEN MANHOLES ALONG THE EXISTING PIPELINE CENTERLINE
FROM THE START OF PIPE TO END OF PIPE.
"4 A, :'er
RE� o
SEWER
COVER & FRAME
PLAN VIEW
HQL.THQL,E — � �LE�
EQUALLY 'SPACED 120'
1PAF'T Rh 2.2 L/16 ti59-r ,�
DIA B.0 CSEE DE7A.'L)
25' DIA.
314"
- 1.1�rrr�7
i
- 4.i I —
T
COVER SECTION VIEW
t 673mml
Z5 1/4' WA
[��1rru�I 1 1�I6'
I <r�r�} 1tsA E27rnr*d
f NEOPRENE GASKET
+ Tl�f wlr�l
L 23 3/9' MA CL 17RIEN
27 1/16' DIA
24 1/8' MA
6. ALL OWNER AND PACP REQUIRED HEADER INFORMATION MUST BE FILLY AND
ACCURATELY 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. 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 BE SLOW
ENOUGH TO INSPECT EACH PIPE JOINT, TEE CONNECTION, STRUCTURAL
DETERIORATION, 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 DISTANCE
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 VIDEO
RECORDING SHALL BE CONTINUOUS FROM STRUCTURE TO STRUCTURE WITH NO
"PAUSING" OF THE VIDEO RECORDING DURING EACH PIPELINE INSPECTION. THE PIPE
SHALL BE CLEANED PRIOR TO CCTV INSPECTION TO ENSURE ALL DEFECTS, FEATURES
AND OBSERVATIONS ARE SEEN AND LOGGED.
COVER BOTTOM VIEW
r0) BL T 30C, �-ALLEN HEAD•'
I�U1�i�E� ��FII:F•
BOLTING DETAIL
1,4'
[= 7-mI
I}
GASKET ET GROOVE DETAIL
186 7rqm 1 NOTES:
FRAME SECTION VIEW I. ALL C IER`3 SHALL HE LOCKING Llb PER F-AS
JURDAN IRCIN 4YOR S INC. No, 3717CI QR EOI,
2 IJSF FRAME AND COVER FOR STORM (SPECIF
"DRAN' ON COVER), SANITARY (SPECIFY
"SEWER"'). OR WATER (SPECIFY 'VATER"),
STD. PLAN - 401
RbEPARTMENT
PUBLIC DR�C MANHOLE FRAME AND COVERGAZ911019
, 0AIT
MANHOLE FRAME AND COVER
NOT TO SCALE
T A C O M A S E A T T L E
S P O K A N E T R I -CITIES 2 REVISED PER CITY COMMENTS DATED 04/02/24 RI
2215 North 30th Street, Suite 300 Tacoma, WA 98403 1 REVISED PER CITY COMMENTS DATED 10/25/23 JMT
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB N0. REVISION BY
2
9. JUST PRIOR TO BEGINNING THE CCTV INSPECTION, WHILE THE CCTV CAMERA IS IN
PLACE AND RECORDING, WATER (CONTAINING DYE) SHALL BE INTRODUCED INTO THE
UPSTREAM MANHOLE OF EACH PIPE SEGMENT UNTIL IT 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 (BALL, CYLINDER,
ETC.) ATTACHED THAT HAS -1" MARKINGS TO SHAL THE DEPTH OF WATER IN THE PIPE
DURING CCTV INSPECTION.
11. ALL MANHOLES SHALL BE CHANNELED AND COATED PRIOR TO CCTV INSPECTION
12. PER CITY OF RENTON SPECIFICATION 7-08.3(2)B, SEWER AND STORM DRAIN PIPELINE
SHALL HAVE NO MORE THAN -1" OF PONDING TO BE CONSIDERED ACCEPTABLE.
9 �
UNDISTURBED NATIVE MATERIAL
DIARIES 9'
OR E`E1UNDATION E RAVILL IN.
CUNCRLTE
ENCASEMFNT
SE TIEN --
20 LF 041N.)
COMMERCIAL LUNURETE
CI-1I2' MAX. AGGREGATE SIZE)
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PLAN VIEW
CONCRETE ENCASEMENT
S-427809
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WASTEWATER UTILITY *
jstowel 111 /26/2024 ul
NOT TO SCALE
ANITARY SEWER MAIN
NOTEi CONCRETE ENCASEMENT USED
FOR DEDUCED VERTICAL SEPARATIDN
FRUM EITHER UTILITIES SHALL
EXTEND 10' BEYOND EACH SIDE
DF THE CEO❑SSING,
DEVELOPMENT ENGINEERING
HHuynh 12/04/2024 '
SURVEYED: SCALE: DATE:
VERTICAL: AD 1 1988 • MAPLE HIGHLANDS / / HORIZONTAL: NAD 1983/1991 CITY OF 9 6 2024
DESIGNF�Q,, / RI
JJ I FIELDBOOK:
RENTON PAGE
;R
9/6/24 DRAWN: GB N429V AHBL JOB #2221005.10
ONE INCH DATUM DRAWING N0:
�/16/24 CHECK§K/ MW AT FULL SCALE Planning/Building/Public Works Dept. SEWER STANDARD C6,3
IF NOT ONE INCH
DATE APPR APPROVED: SCALE ACCORDINGLY SHEE:
NOTES & DETAILS 36 OF: 39
R- C6.3
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