HomeMy WebLinkAboutzS-4278setr�
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IN CASE MONUMENT
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� SE 138TH PL I
SE 138TH PL - ;'I�• i I
SE 139TH PL
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TRENCH NOTE
IF WORKERS ENTER ANY TRENCH OR OTHER
EXCAVATION FOUR OR MORE FEET IN DEPTH
THAT DOES NOT MEET THE OPEN PIT
REQUIREMENTS OF WSDOT SECTION
2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED
THE CONTRACTOR ALONE SHALL BE
RESPONSIBLE FOR WORKER SAFETY AND
AHBL ASSUMES NO RESPONSIBILITY. ALL
TRENCH SAFETY SYSTEMS SHALL MEET THE
REQUIREMENTS OF THE WASHINGTON
INDUSTRIAL SAFETY AND HEALTH ACT,
CHAPTER 49.17 RCW.
Know what's below.
Call before you dig.
U-
1463400015
FATTORE ROBERT & DEBORAH
UTILITY NOTE
THE LOCATIONS OF EXISTING UNDERGROUND
UTILITIES ARE APPROXIMATE ONLY AND HAVE
NOT BEEN INDEPENDENTLY VERIFIED BY THE
OWNER OR ITS REPRESENTATIVE. 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 THAT HAPPEN DUE TO THE
CONTRACTOR'S FAILURE TO LOCATE EXACTLY
AND PRESERVE ANY AND ALL UNDERGROUND
UTILITIES. AHBL ASSUMES NO LIABILITY FOR
THE LOCATION OF UNDERGROUND UTILITIES.
T.
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of wasglN`� l
CD
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�410 ��GISTERE9
�SSIONAL
09/10/2024
TRACT B
TREE RETENTION
, OHM MIRE FOXE -
BASIS OF BEARING
WASHINGTON STATE PLAN COORDINATE
SYSTEM, NAD 83/91 NORTH ZONE 4601 PER CITY
OF RENTON COORDINATE SYSTEM.
VERTICAL DATUM
NAVD 88 - CONTRACTOR TO VERIFY
ELEVATIONS TO LOCAL SITE CONTROL PRIOR
TO CONSTRUCTION.
FILL SPECIFICATION
FILL MATERIAL SHALL NOT CONTAIN
PETROLEUM PRODUCTS, OR SUBSTANCES
WHICH ARE HAZARDOUS, DANGEROUS, TOXIC,
OR WHICH OTHERWISE VIOLATE ANY STATE,
FEDERAL, OR LOCAL LAW, ORDINANCE, CODE,
REGULATION, RULE, ORDER, OR STANDARD
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
2215 North 30th Street, Suite 300 Tacoma, WA 98403 1
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB NO.
1463400016
DO HIEN & TRAN PHUNG H
1463400017
FATTORE ROBERT & DEBORAH
1463400022
BETTES MARVIN
OWNER
CONNER HOMES
12600 SE 38TH STREET
BELLEVUE, WA 98006
PH: (888) 302-1252
CONTACT: DALTON SMITH
SURVEYOR
KPFF CONSULTING ENGINEERS
612 WOODLAND SQUARE LOOP SE,
SUITE 100
LACEY, WA 98503
PH: (360) 292-7230
CONTACT: JEREME CHAPMAN, PLS
GEOTECH
THE RILEY GROUP, INC.
17522 BOTHELL WAY NE
BOTHELL, WA 98011
PH: (425) 415-0551
CONTACT: KRISTINA WELLER, PE
N
GRAPHIC SCALE
0 25 50 100
1" = 50 FEET
SE 5TH PL
SE 5TH PL
II
I I
I
I
CIVIL ENGINEER
AHBL
2215 NORTH 30TH STREET, SUITE 300
TACOMA, WA 98403
PH. (253) 383-2422
FAX (253) 383-2572
CONTACT: SCOTT KAUL, PE
LANDSCAPE
AHBL
1200 6TH AVE, SUITE 1620
SEATTLE, WA 98101
PH. (253) 383-2422
FAX (253) 383-2572
CONTACT: KRISTIN KILDALL
SITE ADDRESS
13929 154TH AVE SE
RENTON, WA 98059
13818 152ND AVE SE
RENTON, WA 98059
PARCEL #
1463400020
1463400021
SURVEYED:
DESIGNFQ� / RI
REVISED PER CITY COMMENTS DATED 04/02/24 RI 9/6/24 DRAWN: I GB
REVISED PER CITY COMMENTS DATED 10/25/23 JMT 2/16/24 CHECK§K/ MW
REVISION BY DATE APPR APPROVED:
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
SHEET INDEX
Sheet Number
Sheet Title
C0.0
COVER SHEET
C1.0
PLAT MAP
C2.0
TESC & DEMO PLAN
C2.1
TESC NOTES & DETAILS
C2.2
TESC NOTES & DETAILS
C2.3
TESC NOTES & DETAILS
C2.4
TESC NOTES & DETAILS
C3.0
OVERALL GRADING & ROOF DRAINAGE PLAN
C3.1
152ND AVE SE PLAN & PROFILE
C3.2
153RD AVE SE PLAN & PROFILE
C3.3
154TH AVE SE PLAN & PROFILE
C3.4
SE 5TH PL PLAN & PROFILE
C3.5
152ND AVE SE & SE 5TH PL INTERSECTION DETAIL
C3.6
153RD AVE SE & SE 5TH PL INTERSECTION DETAIL
C3.7
154TH AVE SE & SE 5TH PL INTERSECTION DETAIL
C3.8
ROAD CROSS -SECTIONS
C3.9
ROAD NOTES & DETAILS
C3.10
ROAD NOTES & DETAILS
C3.11
ROAD & STORM NOTES & DETAILS
C3.12
ROAD & STORM NOTES & DETAILS
C3.13
ROAD NOTES & DETAILS
C3.14
ROAD NOTES & DETAILS
C3.15
ROAD NOTES & DETAILS
C4.0
POND PLAN
C4.1
POND SECTIONS
C4.2
POND NOTES & DETAILS
C4.3
POND NOTES & DETAILS
C4.4
POND NOTES & DETAILS
C5.0
COMPOSITE UTILITY PLAN
C5.1
152ND AVE SE SEWER PLAN & PROFILE
C5.2
153RD AVE SE SEWER PLAN & PROFILE
C5.3
154TH AVE SE SEWER PLAN & PROFILE
C5.4
SE 5TH PL SEWER PLAN & PROFILE
C6.1
SEWER STANDARD NOTES & DETAILS
C6.2
SEWER STANDARD NOTES & DETAILS
C6.3
SEWER STANDARD NOTES & DETAILS
C7.0
SIGNING & CHANNELIZATION PLAN
C7.1
SIGNING & CHANNELIZATION NOTES & DETAILS
C7.2
SIGNING & CHANNELIZATION NOTES & DETAILS
L0.0
LANDSCAPE COVER SHEET
LO.1
TREE RETENTION PLAN
L1.0
OVERALL LANDSCAPE PLAN
L1.1
LANDSCAPE PLAN
L1.2
LANDSCAPE PLAN
L1.3
LANDSCAPE DETAILS
L2.0
OVERALL IRRIGATION PLAN
L2.1
IRRIGATION PLAN
L2.2
IRRIGATION PLAN
L2.3
IRRIGATION NOTES & SCHEDULES
L2.4
IRRIGATION DETAILS
L3.0
SHEET SPECIFICATIONS
IL.0
ILLUMINATION NOTES
ILA
ILLUMINATION PLAN
IL.2
ILLUMINATION DETAILS
IL.3
ILLUMINATION DETAILS
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
AvIftik
CITY OF
RENTON
Planning/Building/Public Works Dept.
w
SE 2ND ST
SE 2ND CT
NoN
U Lu
oQ
SE 2ND PL
U) N
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SE 2ND LN Q Q
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0
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0 Q
SE 3RD PL
100
a
SE 138TH PL
SE 138TH PL
SE 4TH PL
SITE
C6
SE 139TH Fq7
5TH PL
SE 140TH PL
SE 6TH PL
W
LU
LU
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APLaa-�
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SE 141 ST PL ¢ LU
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SE 7T
00
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=
Q
SE 142ND ST
SE
SE 143RD ST
SE 143RD PL
VICINITY MAP
SCALE: 1 "=500'
LEGEND
FOUND MONUMENT
KPFF CONTROL POINT
❑W
WATER METER
DW4
WATER VALVE
0
FIRE HYDRANT
❑G
GAS METER
DG4
GAS VALVE
Ll P
POWER VAULT
®
TRANSFORMER
EIT
TELECOMMUNICATIONS PEDESTAL
o
POST/OVERHANG SUPPORT
0S
SANITARY SEWER MAINTENANCE HOLE
Ell
CATCH BASIN
o
POST
SIGN AS NOTED
MAILBOX
SHRUB/BUSH
SPECIES
DECIDUOUS
SIZE
SPECIES
CONIFER
SIZE
-XXX-
FENCE AS NOTED
- - - - - -
BUILDING OVERHANG
ASPHALT
------
GRAVEL
W
UNDERGROUND WATER
G
GAS LINE
TC
UNDERGROUND TELECOMMUNICATIONS
- P P -
UNDERGROUND POWER
R-427801 T-427801 S-427801
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Surface Water Enginering WASTEWATER UTILITY
J Farah 11 /27/2024
jstowell 11 /26/2024
DEVELOPMENT ENGINEERING RENT PLANNING
HHuynh 12/04/2024 19CUR
�ki�rcpnro-h 12S4
0-
DATE
MAPLE HIGHLANDS 9/6/2024
FI
PAGE:
AHBL JOB #2221005.10
DRAWING N0:
COVER SHEET Co.0
SHEET: 1 OF: 39
R- C0.0
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FOUND BRASS DISK N1TH I I T
PUNCH SET IN CONCRETE
IN CASE MONUMENT a'
_ SE 138TH PL_
72
SSMH 4763 -
SE 138TH PL RIM = 379.14'
IE 8• DI (N) = 379.14' S it 1 I I
IE 8• DI (S) = 378.98' _
L"
c)
CB cr
C.
RIM = 385.68'
IE 12" CONIC (N) = 383.37'
IE 8" CMP (E) = 383.27'
Ij L(j
IE 11" CMP (S) - 582.70:
IE 12" CMP (W) = 382.83' j
o
II' I M
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386 385 ,2�- TRACTB
--� - 387 8 8 CEQ HOG N1RE FENCE —
I �'y`b — --'-385 � 8" �
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00 IN
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RIM = 385.68 18" CPP WITH METAL GRATE
IE 12 CMP (N) = 382.03' L � CP �'• I.E. = 394.19'
IE 12" CMP (S) = 382.01' •� L - - • BA WIRE
IE 4" CPP (W) = 382.81' fi 1 6
SSMH 6876 I C (PA —
co, \
RIM = 386.12' I ;c>!, _— — — — — — V I Z REFLECTOR ROAD STOPS
IE 8• DI (N) = 37Z50' 3 \ �- ` ` CB
IE 8" DI (S) = 377.44'
\ % P 12 RIM = 395.24'
I° \ \
l i \ IE 18" CPP (NE) = 91, 71' '
�I \ E I8" CPP (S) = 391 7I'
7 co co
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1
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3 I
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00
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EASEMENT 3
m co
y 8 / < < / 5 — i // �� I I `�� \ \ \ o g3 � EXISTING SEWER SYSTEM SHALL BE
II l� �/ i / �\ / _ ^\ \I \\ \ '' I OPERATIONAL UNTIL PROPOSED SEWER
00 \ l SYSTEM IS INSTALLED, APPROVED FOR
l I 0 _CP �I I° I= CONNECTION, AND CONNECTED PRIOR
39).
�- rTO DEMOLITION AND REMOVAL.
FOUND BRASS DISK N1
PUNCH SET IN CONCRETE
IN CASE MONUMENT r-- • • .. : a ° . {A'
-r •'-. ..-� ._ . a '`.._ .: Y .4 �'a.`_r >1) \ \ \ \ \ I/ NO PARKING ANYTIME
ce
_� 1 �0 -_- \ 4— I RIM = 390.31
�— I � T T7� \ a : \ IE 12" CPP (SE) = 386.99-
SE 139TH PL I �-.� -- _ �� ••' �Lr. al - ... •\ % 1 L �I
I I y"ri 1
I \ - E6" PVC (N) = 385.10,
M26F V G v $I' - �� -- =� �u vv IE 12" CPP (S) - 384.92- N
q = 376. s o" IE 12 CPP (NW) = 384.99'
CP 16 I ll IE 8 DI ( = 376.147�,\( 4" >f �.
`G SE 5THS. PL
SE 1397H LI �. ___ I loll
SHED(TYP. �� ° / ✓ \ I RIM = 388. 11'
CB IE 12" CPP (N) = 384.43'
RIM = 384.97' IE 12" CPP (E) = 384.40' 4�w N
IE 12" CMP RIM = 380.95' I I / W1 0" , -•--r T, RI MH 6873 N
IE 8" CMP (E) - 381.34: I \ RIM = 389.76'
IE 10" CMP (S) = 380'83' 10"� ^' n' \ IE 8" PVC (N) = 38f.93'
IE 12" CMP (W) = 380,87' I ` V T IE 8" PVC (E) = 382.01'
NO DUMPING 2 " 5b1O \ -- I_ j- /,
I/ 3 I NO PARKING ANYTIME
I �II I I„ \
ch 385 I h
RDBIM = 387.32'8 IEI8" CPP (N)
382.95'
0�jIE (SE379.02
'
o IE 18" CPP (S)- 379.05'
\ 383 3$7
N 382
I 381
I z 12 I 380 s
\ 11 379 TR �,T A
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allI
\ 37 8 S T R M 3 NO PARKING A.—
ellI 377 al"8S
37(0�
3 �
S.,
FOUND BRASS DISK x1 -<- _ � J I __DGE' G I� II . •
PUNCH SET IN CONCRETE II I II
IN CASE MONUMENT
_ 383 3 4 385-382
I
_ 8
o I I A24" 378— °380 —
_Cr — I 381
00
04
L AGE OF GRAVEL
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Know what's below.
Call before you dig.
09/10/2024
W W &go SURVEYED:
TACO MA S EATTL E DESIGN '/ RI
S P O K A N E T R I -CITIES 2 REVISED PER CITY COMMENTS DATED 04/02/24 RI 9/6/24 DRAWN: GB
2215 North 30th Street, Suite 300 Tacoma, WA 98403 1 REVISED PER CITY COMMENTS DATED 10/25/23 JMT 2/16/24 CHECK
SDK/ M W
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB NO. REVISION BY DATE APPR
APPROVED:
SCALE:
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 Ad=&CITY OF
1DR) RENTON
ONE INCH DATU M NW
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
2
GRAPHIC SCALE
0 20 40 80
1" = 40 FEET
UTILITY NOTE
1. WATER DESIGN UNDER SEPARATE PERMIT WITH
KING COUNTY WATER DISTRICT 90.
2. ALL UTILITIES DESIGNED TO SERVE THE PLAT
SHALL BE PLACED UNDERGROUND.
S-427802 R-427829
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WASTEWATER UTILITY
jstowell 11 /26/2024 '
DEVELOPMENT ENGINEERING � �-
H H uyn h 12/04/2024 '
DATE:
MAPLE HIGHLANDS 9/6/2024 E
PAGE:
AHBL JOB #2221005.10
DRAWING N0:
COMPOSITE UTILITY C5.0
PLAN SHEET: 29 OF: 39
R- C5.0
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LU co
Q STUB / \ I /� .I. Cr) STUB
STA: 10+62.05, 36.50 Li' ► I 00 STUB /00'V7 pa A: 1 +74.20, 39.50 LT
I' IE: 380.50 6" (S) - _ A�1 I� STA: 12+39.37, 36.50 LT / r IE: 38 .60 6" (S)
Z 294 LF 8" PVC @ 0.50b/0/ IE: 379.20 6 (S) / I
/ I 33 LF 6" PVC @ 11.07% -
FOUND BRASS DISK WITH 'UNCH SET IN CONCRETE 32 LF 6" PVC @ 4.53% /I
IN CASE MONUMENT a a 34 LF 6" PV --
- 6.13'0
00
S + M
SSMH #1 I - I �- S88° 21' 14"E -I 327.69' �- -S -4 � - 4
SE 5TH PL SS
SE 139TH PL - 13'i-00
II _'SRS5 5.55H18" 0 M26" V \ -
•� I )=376.0' H10 F10"
IE 8" DI (S) = 376.10' C14 tom^ 1n C. 0/18
S52ND AVE E 152ND AVE SE STA: 29+95 = "F10" SHED(TYP.)
CB 30'vv
RIM = 384.97' `� I I SE 5TH PL STA: 9+99.24
IE 12" CMP (N) = 380.95' G7I / T "e P"1 n" n
IE 8" CMP (E) = 381.34: \ I SE 5TH PL STA: 12+96.92 = 45 LF 6" PVC @ 2.48%�
IE 10" CMP (S) = 380.8
IE 12" CMP (W) = 380.87' II I 153RD AVE SE STA: 50+00.16 v 1
� / I
/ NO DUMPING
STUISTA: 13+72.33, 39.49 R
/ I IE: 379.60 6" (N)II
390
385
PROTECT EXISTING
COMM LINE,
APPROXIMATE
DEPTH/LOCATION.
CONTRACTOR TO
POTHOLE AND VERIFY
LOCATION AND DEPTH
41-117
PROTECT EXISTING
WATER LINE,
APPROXIMATE
DEPTH/LOCATION.
CONTRACTOR TO
POTHOLE AND VERIFY
LOCATION AND DEPTH
375
370
Ln
00
n
0
W
PVI: 385.01
PVI
STA: 10+25.94
K: 10.00
N
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PVI: 385.81
PVI: 383.80
PVI STA: 11+05.51
PVI STA: 12+66.00
K: 17.78
K: 26.24
A.D.: 2.25%
A.D.: 2.48%
40' VC
65' VC
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272 LF 8" PVC
@ 0.50% -
S
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_ S83f43���
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NO PARKING ANYTIME
STUB
STA: 14+32.64, 9.50 LT STUB-
IE: 381.10 6 (S) STA: 15+71.33, 39.50 LT
rn
IE: 383.00 6" (S)
`0
39?
STUB
I
a�
00
I
I Uj I \
PTA: 15+33.09, 39.50 LT
i
IE: 382.00 6" (S)
i
39 7
W LT
?33 L 6" PVC @ 6.96%
36 LF 6" PVC
NO PARKING ANYTIME
_
3 F 6" PVC @ 7.72%
@ 8.76%
T
_
_
Q
I
CB
RIM = 390.32'
IE 12" CPP (SE) = 386.99'
S H#4
U
I
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\
S
a -
7/
CB
RIM = 3
-
�6
S880 1 ' 21"E
16+Q
- -
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4 /� W -
IE 12•• C
17+00 IE 12" C.
33
158.33'
38
-
SE 57
11 . 1 • II :•
'
SE 5TH PL STA: 16+54.54
✓ \
-, E TA'-70+00.�i2„
o
F
81 LF 8" PVC 2.90%
SSMH 6873
389.76'
EXIST SSMH #MH6
a,
NO PARKING ANYTIME
M 378
/ 37�
1 •38�
CB
/ �(� RIM = 387.32'
IE 18" CPP (N) = 382.95'
% IE 18" CPP (SE) = '
I
\I IE 18" CPP (S) = 379.0579.05'
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-
EXISTING POWER, APPROXIMATE
LOCATION
-
AND DEPTH. CONTRACTOR
TO POTHOLE
AND VERIFY LOCATIO14
AND DEPTH.-
-
/
LOT 1
I
/
SIDE SEWEfRI°
4
2 SID
SE
E
LOT 3
SIDE SEWERLOT
1 `f
12 SID
SEWER
LOT
11 SIDE SEWER
L C
T 5
272 LF 8"
PVC @ 0.50%
R
LOT
8 SIDE SEW1
CROSSING
294 LF 8" P
C @ 0.50%
SSMH #5, 48" SSMH
LOT 4 SI
E SEWER
S
: 16+43.76, 3.08' LT
4
RIM: 388.97
IE IN:381.84 (8"S)
STORM
SSMH #4, 48"
TA: 15+62.83, 3.0
SMH
IE IN: 381.84 (8"N)
E OUT: 381.74 (8"W)
' LT
SMH #2, 48" SSMH
CROSSING
RIM: 387.38
SMH #1, 48" SSMH
STA:
12+90.84, 4.20' LT
IE IN: 379.39
8"E)
ADDLE MANHOLE
RIM: 384.03
CONCRETE 3
IE OUT: 379.29
8"W)
TA: 9+97.31, 3.23' LT
IE IN: 377.92 (8"N)
ENCASEMENT C6.3
IM: 385.53
IE IN: 377.92 (8"E)
E IN: 376.25 (8"N)
IE
OUT: 377.82 (8"W)
E IN: 376.35 (8"E)
E OUT: 376.25 (8"S)
EXISTING GRADE ELEVATION
FINISHED
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Know what's below.
Call before you dig.
10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
SE 5TH PL SEWER PROFILE
SCALE: H:1 "=30', V:1 "=3'
OF WASa,; ' f
"ZoC-,so
T 7,
�sSIONAL �1
09/10/2024
T A C O M A S E A T T L E
S P O K A N E T R I- C I T I E S
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
SURVEYED:
DESIGN t / RI
2 REVISED PER CITY COMMENTS DATED 04/02/24 RI 9/6/24 DRAWN: I GB
1 REVISED PER CITY COMMENTS DATED 10/25/23 JMT 2/16/24 CHEII§K/ MW
NO. REVISION BY DATE APPR �APPROVED:
390
385
380
375
I
GRAPHIC SCALE
0 15 30 60
1" = 30 FEET
370
(7
LL
14+50 15+00 15+50 16+00 16+50 16+75 S - 42 7 8 0 6
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WASTEWATER UTILITY � �'
jstowell 11 /26/2024
DEVELOPMENT ENGINEERING
H H uyn h 12/04/2024
SCALE: DATE:
VERTICAL: NAVD 83/ ' MAPLE HIGHLANDS / / HORIZONTAL: NAD 1983 1991 CITY OF 9 6 2024
[vA
FIELDBOOK:
RENTON PAGE:
ONE INCH DUM V41• AHBL JOB #2221005.10 DRAWING NO:
AT
AT FULL SCALE Planning/Building/Public Works Dept. SE 5TH PL SEWER C5.4
IF NOT ONE INCH
SCALE ACCORDINGLY
PLAN & PROFILE SHEET: 33 OF: 39
R- C5.4
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WASTEWATER UrnLfTY STANDARD NOTES
1 ALL WORK AND MATERIAL SHALL -BE IN CONFORMANCE WITH THE STANDARDS AMID SPECIFICATION OF THE CITY
OF RENTON PUI:3LIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOTIAMNA STANDARDS AND
SPECIFICATIONS. AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS a SPECIFICATIONS
A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTI-ON
2 DATUM FOR VERTICAL CONTROL SHALL 13E NORTH AMERICAN VERTICAL DATUM 1966 HORIZONTAL CONTROL
SHALL BE NORTH AhAERICAN DATUM 14ST1991 UNLESS OTHERWISE APPROVED BY THE CITY BENCHMARKS
AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS
3 A PRE -CONSTRUCTION CONFERENCE AND A 24-#-LOUD NOTICE SHALL. BE REQUIRED PRIOR TO STARTING NEW
CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS,
INCLUDING STREET USE PERMITS, PRIOR TO STARTING CONSTRUCTION INSPECTION WILL BE ACCOMPLISHED
BY A REPRESENTATIVE OF THE CITY. IT SHALL HE THE CONTRACTOR'S RESPONSiBILITY TO NOTIFY THI• PUBLIC
WORKS INSPECTOR 24 HOURS IN ADVANCE QP BACKFILLING ALL CONSTRUCTION
4 THE HOURS CF WORK IN THE STREET RIGI-IT-OF-WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS
UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AN APPROVED TRAFFIC
CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY
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 IN ACCORDANCE WITH LOCAL.
STATE AND FC DER&L REQUIREMENTS-
6. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S
FRESPQNSIBIL IT`r' TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID [DAMAGE OR DISTURBANCE
THE CONTRACTOR SHALL COMPLY WITH THE REOUIREMFNTS OF RGW 19 122 A DIG TICKET SHALL Sr.
OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION THE CONTRACTOR
SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL TIMES
7 BAOKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE [DEPTH
OF 12-INCHES- MAXIMUM DEPTH 18-INCHES, THOROUGHLY COMPACTING EiAQH LAYER TO 95 PERCENT OF
MAX[MUM DENSITY THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE
PIPE OFF TO THE SIDE OF THE TRENCH MATESRSALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE
EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL (9-113.19).
9 SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUI3I3ER-CASKETEDD ASTM D 3034. SDR 35.
CBCCIG905 OR DU TILF IRON CLASS 50. UNLESS OTHERWI+ISE APPROVED BY THE CITY
9 SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL, SUll-cmG FOUNDATION. ETC ]
UNLESS APPROVED BY THE CITY IF A SANITARY SEVER IS TO UE LOCATED UNDER ANY STRUCTURE (WALL,
BUILDING FOUNDATION, ETC ), IT SHALL BE DESIGNED BY PROFESSIONAL ENGINEER LICENSEE] 1N THE STATE
OF Wti+ASHINGTON IN ACCORDANCE WITH STANDARD DETAIL +412
10. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON -EXISTING TRAVELED ROADWAYS SHALL BE
BACKFILLEID WITH CRUSHED SURFACING AGGREGATE {WSDOT SPECIFICATION 9-03 9(3) okhi3 MECIHANICAi LY
COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY
11 ALL P1PE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH
THE STANDARDS AND SPECIFICA71ON OF THE CITY AND THE LATEST EDITION OF THE WSDOTAPWA STANDARDS
AND SPECIFICATION AS APPROVED AND M001FIE0 BY THE C17Y IN THE RENTON STANDARD FLANS IE
SPECIFICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL TO A UNIFORM GRADE SQ THAT THE ENTIRE LENGTH OF THE PIPE WILD a SUFPCRTE1)
ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN
405
12 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STA13IL17-ED TO THE 5ATISFACTION OF
THE CITY FOR THIE PREVENTION OF ON -SITE EROSION BOTH DURING GONSTRUCTION AND AFTER THE
COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH T14E CURRENT SURFACE WATER DESIGN MANUAL
13 THE CONTRACTOR SHALL PROVIDE THI= Crry QF RENTQN W17H A RECORD DRAWING OF THE SANITARY SEW ER
SYSTEM WHICH HAS BEEN STAMPED} AND SIGNED BY A LJCENSED PROFESSIONAL ENGINEER OR LICENSED
Pll OQ ESSIONAL SURVEYOR
� STR_ PLAN - 413
PUBLIC WORKS WASTEWATER UTILITY
DEPARTMENT STANDARD NOTES Martin PastuchaO/26/
F.•-I , wu-h AdI„ r,I• •,.., DATE
WASTEWATER UTILITY STANDARD NOTES
RECESSES] Not to Scale
LIFT POCKET
FRAME
a a 3 4a. ER LETTING "SEWER" 1'-0,DIAME7ER 1P_0
IL ci p =
SEWS E:R
� � Q
10-12"
14'
12-3 4" --
. 11"
12-1 4"
CAST IRON RING ANC
h10.TE S.
1 B" AND 6" CLEAN-OU I RINGS AND COVERS ON SEWER VAINS SHALL BE EAST JORD]AN IRON WORKS, INC
No 3698 (PPODUCT NO 00369803) OR APPROVED EQUAL CLEAN QLIT SHALL BE A WA —ER TIGHT ASSEMBLE'
2 IN UNIMPROVED AREAS. POUR A B" THICK. 3'-4" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER
3 INSTALL ASPHALT COLLAR PER STANDARD PLAN 106
OR
DABLE
U'R IPUBS IC WORKS 8" O R "' LEAN UT . PLAN - 403.1
DEPARTMENT FOR SANITARY SEWER MAIN Martin Pla tUCW26/2020
SEWER CLEANOUT
NOT TO SCALE \ L / NOT TO SCALE
+ �T T . j,
0 �\O OF WASjIIY�vl ■ -
0 ��� .•� ��.7i, SURVEYED: SCALE:
® �� -
Q T A C O M A S E A T T L E DESIGNJ
F�t / RI
tl
97, w� S P O K A N E T R I -CITIES 2 REVISED PER CITY COMMENTS DATED 04/02/24 RI 9/6/24 DRAWNGB
GISTERE9 l�1 REVISED PER CITY COMMENTS DATED 10 25 23 JMT 2 16 24 ONE INCH
s 2215 North 30th Street, Suite 300 Tacoma, WA 98403 / / / / CHECK AT FULL SCALE
Know what's below. sIONAL E� 253.383.2422 TEL 253.383.2572 FAx www.ahbLcom WEB K/ MW SCALE T ONE DINGLY
INCH
Call before you dig. 09/10/2024 NO. REVISION BY DATE APPR APPROVED
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
E W (SEE NOTE 7 LIMI-S OF PIPE ZONE
BEDDING MATERIAL FOR � f
SANITARY SEWER PIPF of
(SEE NOTE 5) PPE
rouNonnON LEVEL 5'
BEDDING FOR SANITARY SEWER PIPE
N OTES
L PROVIDE UNIFORM SUPPORT UNDER PARREL
2. HAND TAMP UNDER HAUNCHE5-
3, COMPACT BEDDING MATERIAL TO 95 MA)(. D£NSfTY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIKE INSTALLATION SHALL BE PER SECTION 7-05 OF THE
STANDARD SPEDFICATIONS
5 PiPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)
OF THE STANDARD SPEOFICATIONS
6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAfNTAINED
7 TRENCH WIDTH SHALL BE PER SECTION 2--09.4 OF TI4E
STANDARD SPECIFICAPONS.
STD. PLAN - 405
.- PUBLICWORKS PIPE BEDDING APP
DEPARTMENT FOR SANITARY SEWERS Ftirl Pat11 ha1 6/202
i J tiK91 LT9H�3a43 i DATE
PIPE BEDDING FOR SANITARY SEWERS
NOT TO SCALE
•
CITY OF
RENTON
Planning/Building/Public Works Dept.
S-427807
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WASTEWATER UTILITY �'
jstowell 11 /26/2024
DEVELOPMENT ENGINEERING A _�'
IL
HHuynh 12/04/2024 %ji
MAPLE HIGHLANDS
AHBL JOB #2221005.10
SEWER STANDARD
NOTES & DETAILS
DATE:
9/6/2024
FIELDBOOK:
PAGE:
DRAWING NO:
C6.1
SHEET: 34 OF: 39
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EX. SEWER AMAIN
l PROPERTY UNE
Fic'.(LENGTH AS NEEDED) iii��� 3'-0' MINA5" SEWER sTull i i If U TitRE 4" SJOV 591
I i I
I 1 I
I 1 I I
I 1 I I
�SEMR MAIN TEE X 6" TEEi
1 5i0EWALK I I
CCUP:INC TYP
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I
a
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. I
aEND A5
REQLJI��O ,
EXISTING SANITARY
SEWER MAIM —2-0% MIN
1
T
2"x 4" STUD FAARKrNO POST FAINTED
6. CAP
+i WITE NTH THE WORD "SEINER' STENCILED
IN A" HIGH 9LAC-K LETTERS AND #6 MIRE
WRAPPED AROUND T+iF STUD AN0
EKTENOED 'i7 IHE 7GF OF T14C STUD
6"X5'X6" SURFAGE CLEANGUT WITH CAST 00N RING AND COV09
(EAST JORDAN IRON WORKS PRODUCT NO 00367507 OR
APPROVED ECKJAL. SPCCIFY "SEWER" ON LID).
CLEJANCUT TO BE CEN47EREO IN A 2'x2' CONCRETE PAD
CONC.Rf TI` PAD TO SE IT" IN DEPT-q
6" SEVi1FR STUB G'x5"X6` WYE
5r_14ER MAIN SIZE X 6" TEE
It -A
� V 1`11T RE It" SIDE SEINER
FUTURE 6"x 4" REDUCER
ACCEPTABLE PROCEDURES FOR SIDE SCR CONNECTIONS TO EXISTING SEWER IIIt~ALM
A VITRIFIED CLAY MAIN - CUT IN A NEW PVC 'TEE" USING "STRONG-43ACK" FLEXIBLE -CCUPLINCS (FEVNCD 4R APPROVEA EQUAL).
B CONCRETE MAfN - GUT 144 A NEW PVC "TEE' USINr. "STRONCr-GACK" FLEXIBLE COUPUNGS (FERNCO GR APPROVED EQUAL)
C PVC & C900 PVC MAIN - CU7! iN NEW TEE USdNG RICD C0UPLlkI`CS OR CARE-0i?ItLE:U WITH A ROMAC SADDLE
(❑R APPROV0 EQUAL,)
D. DUCTILE IRON MAIN - CORE -GRILLED WITH A RC4AAC SAD❑UF (OR APPROVED EQUAL)
E LINKED MAIN - CON,INdECPON TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC ). cuT 1N A NEW PWc "TLE" USING
'STRONC-BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
F HOPE - CORE-DRILLFa WITH A ROMAC SADDLE 'INSERrA-TEE" VAY 9E USED ON SEWER MAINS 12" OiAMETI=R OR I_ARCER
O MANHOLE CONNECTION - ALL CONN-ECTIONS TO MANII-IOtES SHALL RE AT IyIAN1UFACTUREO KNOCK -OUTS OR THE STRUCTURE
SHALL SE CORE-ORiLLED AND USE KOR-N-SEAL I3QO r5 OR APPROVED EQUAL
NOTES
I PRIOR TO INSTALLATION 4F A SANITARY SEWER 5TU6, A SIDE SEWER STUB PERMIT MUST 9E PURCHASED FROW THE CITY OF
RENTON PURUC WORKS DEPARTMENT
2 UNLESS OTI-IERVI Sa-IOW I ON PLAh;. SIDE SEWER SHALL "AVF A MrNIMuM 2 5' COVER At RRQPERT`f LINE OR 3-5 i-Dwf�R
THAN THE LOWEST HOUSE ELEVATlGN, WHCHEVER IS LOWER
3 SIDE SEWERS 514ALL HAVE A MINIMUM 2 % SLOPE UNLESS APPROVED BY THIE PUBLIC WDRKS FNdSPECTCR
4 FOR 4NSPEGTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN AL1VANCE. THE INSPECTION PHONE NUMBER, IS ON THE SIDE
SEWER STUB PERMIT SITE MUST eE READS' FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ANNIVES At
THE APPOINTED VwE bO NOT 9ACKFII-L THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR
5 AjL TRENCH RESFORAT!04 FOR 9DE SEWER IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN I10 OFF 1 T D 2
5 T-FE SIDE SEWER STU9 SHALL ►+A1+E RIPE BECOING IN +ACCOADANCF MT14 -5TANCIARD FLAN 405
7 ALL SIDE SEWER STUBS SHALL 9E INSTALLED BY A CONTRACTOR LICENSED AND DON= IN THE STATE OF WASHINGTON
SIDE SEINER STUB STD. PLAN -406.1
PUBLIC WORKS �ar��
RE) DEPARTMENT INSTALLATION iir#Ir1 PtI6/202
(SERVER MAIN TO PROPERTY LINE)
p.gY['Awkl ire"IlkIrala CATE
SIDE SEWER STUB INSTALLATION
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LENGTH
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11368
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1636
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1316
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1472
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1464
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1580
1548
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1484
1460
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11M£ SECOND$
PROCEDURE
SLOWLY PRESFILiR12Ir THE PIPE TO A 0 P S I C
ALLOW 2 MINUTES FOR STAB ILIZA-ION, ADDING
A,,R A5 REGIUIRED TO 5TA61LIZIE THE PRESSURE
AT 4 0 P S-I.G
ALL SEWER PIPE SHALL MEET A MIIVIML;M AIR
PRESSURE TEST OF 4 0 P S I G FOR 5 MINUTES
WITH NO LOSS OF PRESSURE EF T"ERE tS A LOSS
OE PR E55U RE, rH EN f H E TIME OF TFE DROP FROM
3 5 P S I G TO 2 5 P S r C SHALL NCT RE LESS
THAN THE TIME SHOWN ON THE ABOVE TABLES
AIR TEST TABLE „STAPP D. PLAN - 410
_� RLIRLIE ores LOW PRESSURE
DEPART lENT � � Martin Pasfu f ZO p
FOR SANITARY SEWERS
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AIR TEST TABLE
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T A C O M A S E A T T L E DESIGN / RI
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tl � '0� 97, w� S P O K A N E T R I -CITIES 2 REVISED PER CITY COMMENTS DATED 04/02/24 RI 9/6/24 DRAWN: CB
4) �GIST EIZE9 l�1 REVISED PER CITY COMMENTS DATED 10 25 23 JMT 2 16 24 ONE INCH
s 2215 North 30th Street, Suite 300 Tacoma, WA 98403 / / / / GHEGK AT FULL SCALE
Know what's below. sIONAL E� 253.383.2422 TEL 253.383.2572 Fax www.ahbLcom WEB K/ MW SCALE T ONE DINGLY
INCH
Call before you dig. 09/10/2024 NO. REVISION BY DATE APPR APPROVED
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
121
KA I
NII TO SCA L F
MANHOLE FRAME AND C`VER
SEE STD PLAN 4-01
AOJUSIMENT FLINGS AND MORTAR -jOINTS
S7<£ NOTE 3
FIRSI STEP SHALL DE A MAXIMUM OF 18"
BELOW THE COVER
CONE (ECCENTRIC)
STEPS — POLYPROPYLENE STEPS
SMALL SE INCH-UDED
RUBBER GAS ET-ED JOINTS SEE NOTE 5
IF REQUIRED, L-ADDER-POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAY, PIPE SIZE — 'EI
SHELF ANO CHANNEL SHALL F3E
3000 PSf CONCRETE
PRECAST BASE SECTION
OR CAST IN SHELF
COMPACTED SUSCRAOE WITH G"
CRUSHED ROCK OR ADDITIONAL
VATERtAL SUITABLE TO
SLJPPORT STRUCTURE
I a'
,81
,c,
,D,
IE'
4a" MH
48"
�5.4"
6" MIN,
5"MIN
24" MIN,
21" I r)
24" I D
54' M F-i
W MIN
5 5" MIN
24" MIN
Iso" MFf
60"
L 'a" i+{lIN
1 5" MIN
4 " MIN
1 _3Cy" I D
NOTES,
1 STEPS ARE TO UE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTAL ED
2 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE IN -CONFORMANCE WITH ASTVI C-478-
3 ADJUSTMENT OF THE CASTING TO GRADE SfiALL BE PER ST'O PLAN 106 TljF-..U5E.-OF $HIM$ IS PROS-IIB+TED.
4 SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
FACTORY-COA-ED (SEALED) WITH A HtCH 50LIDS URETHANE COATING, WASSER MC-Si-t1EMCDAT 100 OR
AlPP1ROVED EQUAI— COLOR OF COATING SHALL BE WHITE
5 RU136ER CASKETED ,JONTS SHALL BE IN CONFORMANCE WITH ASTM C-443
6 CliANNEL WIDTH AND dEIGHT SHALL EQUAL THE INSIDE DIAMETER OF THE LARGEST PIPE
7 CONNECTIONS TO MANHOLE SHALL 6E MADE USING OR—N—SEAL SOOTS OR APPROVED EQUAL
8 IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" ANO A MAXIMUM VP 12'
A1901+E F'NISHEID GRADE OR MUST HAVE AN AT -GRADE. MINIMUM 2'-Ydl0E- C0Nc-.2EtE R NG POURED AROUND
THE COVED IN PAVED AREAS, COVER MUST SLOPE 10 MATCti PAVINr,-
9 MANHOLES OVER 20' DEED SHALL BE A MINI -MUM OF 60" IN DIAMETER
STIR. PLAN - 400.2
uaeWORKS STANDARD SANITARY MANHOLE etul6/202. [artin Pa
1
ENT
t �JLDINE
STANDARD SANITARY MANHOLE
NOT TO SCALE
CITY OF
RENTON
Planning/Building/Public Works Dept.
0 •l
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WASTEWATER UTILITY
jstowell 11 /26/2024
DEVELOPMENT ENGINEERING
HHuynh 12/04/2024
DATE:
MAPLE HIGHLANDS 9/6/2024 EI
PAGE:
AHBL JOB #2221005.10
DRAWING N0:
SEWER STANDARD C6.2
NOTES & DETAILS SHEET: 35 OF 39
R- C6.2
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CAST-IN-PLAGE CONCRETE BA5I
UDDER PRE -CAST SADDLE
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IAEW
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
0
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NAL
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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