HomeMy WebLinkAboutCAG-20-065 - Duvall - A57 - Manhole #33 Partial r a
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Washington State
IF/ Department of Transportation Request for Approval of Material
Contract Number FA Number N/A SR Duvall Ave NE Date
CAG 20-065 1229/21
Section/Title of Project Duvall Ave NE County King
Contractor Reed Trucking & Excavating, Inc. Subcontractor
This form shall be completed prior to submittal. If this form is not compete at time of submittal it may For WSDOT Use Only
be returned for information that was omitted. RAM# 028C
PE Use Bid Item Material or Name and Location of Fabricator, Specification PEJQPL Hdgtr.JQPL HQ Use
No. Product/Type Manufacturer or Pit Number Reference Code Code
A57Locking Manhole Ring East Jordan 7-05 8
•r. • t g' eer/Representative Date State Materials Engineer/Representative Date
1/10/2022
ceptance Action Codes for use by Project Engineer and State Materials Laboratory
1. Acceptance Criteria Acceptance based upon"Satisfactory"Test Report for samples of materials to be incorporated into
project.
2. Acceptance Criteria: Mfg-Cert.of Compliance for'Acceptance'prior to use of material.
3. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved ❑Yes ❑No
4. Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material.
5. Acceptance Criteria: Only'Approved for Shipment','WSDOT Inspected'or'Fabrication Approved Decal'material shall be used.
6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office.
7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action.
BO. Source Approved: "Make Corrections Noted" -Shall include Groove and Gasket.
See below COR Std Plan -204.40
9. Approval Withheld: Submit samples for preliminary evaluation.
10. Approval Withheld:
11. Miscellaneous Acceptance Criteria.
Remarks
(PE):
Remarks
(HQ):
DOT Form 350-071 Project Engineer Distribution
Revised 03/2021 IN Contractor ❑Region Operations Engineer ❑Fabrication Inspection ❑Region Materials ❑State Materials Lab-MS 47365
i 9
BID ITEM A57 SPEC , e
3700 CPT 3715ZPT Assembly REF— 7-05 a �n ej
(3) 1" DIA. HOLES EQUALLY SUBMITTAL REVIEW
SPACED
41111111113i4 Product Number
• 120' APART ON A 30 1/4" _ No Exceptions Taken 00370072
DIA. B.C. X Make Corrections Noted
m^^ Amend&Resubmit Design Features
Rejected-See Remarks -Materials
Cover
IMPORTANT NOTICE:This review Ductile Iron(80-55-06)
:(.: ,, DRAIN - does not relieve contractor from his Frame
responsibility to comply&conform Gray Iran(Ct 356)
/�� (3) BLT SOC. (ALLEN HEAD) with the Plans,Specification,and
Contract Documents.
,.,.,�,,,,, � ll 5/8"-1 1 X 2' SS � Shall include Groove and Gasket.
See below COR Std Plan-204.40
' / Gs sy&Oabome,Inc. -r- . .t.
'kip:,
. CONSULT G ENGINEERS Heavy Duty
� `\� By: DRS Date 1/5/22 Open Area
1 1/2" SHARP FACE n/a
1" DIA HOLES GOTHIC -Coating
ON 19" DIA B.C. 1 3/16" DIA Dipped
(3) PLACES PLAN VIEW -;Designates Machined surface
3/4" DIA
25" DIA Certification
r 1" 1 1/1 6" -ASTM A486
ASTM A48
9F7::::a::::7717--f -Country of Origin:USA
I---. 22 3/8" DIA ----1 Major Components
0040
BOLTHOLE DETAIL 00371512
SECTION
— 1 1/16"
25 1/4" 1
6" Drawing Revision
1/8' 10/02/2007 Designer: KH
6/18/2018 Revised By:EBN
)� ';� Disclaimer
j e Weights(Ibs tkgl dlmanslons;inches/ran)
f and drawings provided for your g9 dance We
�- 23 3/8" reserve Ce right to modify spepficanons without
2.. STACK f� p O tOJC6-
27 9/16" CONFIDENTIAL This drawing is the property
of EJ GROUP.Inc.,and embodies confidential Information,
registered mans,patents,trade secret information,
34 1/8" STACKING DETAIL and,or know hew that Is the property or EJ GROUP.Inc.
Copyright®2012 EJ GROUP,Inc
SECTION Allis reserved
Contact
800 626 4653
ejco.com
DocuSign Envelope ID:3B1B34D3-7E0A-476C-ADB3-4329FFE0C108
1/2"LETTERING
.• \ jb., BOLT HOLES-3 PLACES x awaor
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• �J t� MI MPH8... \ ` 23 1/16"DIA.B.C. % ,,''' /� \�
uvcuc cp,°p, agpo q ?d°o6°0°. / D
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DR IN _ � �._ �/
�I'J'I'�'j'1.......— IU'I'1'1r. (1)1'DIA.PICKHOLE
COVER BOTTOM VIEW
•
PLAN VIEW 1 1/4"LETTERING
(3)BLT SOC.(ALLEN HEAD)
5/8"-11 x 1.5 SS RUBBER
WASHER
25"CIA. '._•N
3/4" 1 tI" it
T 2+1/2" \_NOM
83/4" I EON BOLTING DETAIL
(TYP-)
COVER SECTION VIEW
' 1/4" 1 11/16"
WV
R1/8" Ali
26 1/2"DIA.
• 25114^DIA. GASKET GROOVE DETAIL
1/4"DIA.NEOPRENE GASKET
r1 1/16"
poriu, .1/4"--1 r— 1 .1/2" r
i 6"�
L_` i / 3/16•
5/8" 23 3/8"DIA.CL OPEN / I
27 5/16•DIA. SKID GROOVE PATTERN DETAIL
- 34 1/8"DIA.
FRAME SECTION VIEW
NOTES:
1. ALL COVERS SHALL BE LOCKING LID PER EJ No.3717C1
OR APPROVED EQUAL.
2. THIS COVER SHALL ONLY BE USED FOR STRUCTURES
WITHIN PRIVATE DEVELOPMENTS OUTSIDE OF PUBLIC
RIGHT-OF-WAY.
UNLESS OTHERWISE NOTED,DRAWING IS NOT TO SCALE(NTS)
G\T Y 04, STD.PLAN-204.40
4. �% PUBLIC WORKS STORM ROUND FRAME AND COVER 1 eardbY-
"` +' DEPARTMENT (PRIVATE) Martin Pastuch@/13/2020 8:48
AFNT 0� "-4B w 4FD98B449D... DATE
Washington State
♦/ Department of Transportation Request for Aprproval of Material
Contract Number FA Number NSA SR Duvall Ave NE Date
CAG 20-065
Section/Title of POJCt Duvall Ave NE County King
Contractor Reed Trucking & Excavating, Inc. Subcontractor
This form shall be completed prior to submittal. If this form is not compete at time of submittal it may For WSDOT Use Only
be returned for information that was omitted. RAM# 028A
PE Use Bid Item Material or Name and Location of Fabricator, Specification PEIQFL Hcgtr./QPL HQ Use
No. Product/Type Manufacturer or Pit Number Reference Code Code
A57 Lodong Manhole Ring Olympic Foundry Inc 7-05 10
Project Engineer/Representative X Date State Materials Engineer/Representative Date
_ 12/21/2021
Acceptance Action Codes for use by Project Engineer and State Materials Laboratory
1. Acceptance Criteria: Acceptance based upon"Satisfactory"Test Report for samples of materials to be incorporated into
project.
2. Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material.
3. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved ❑Yes ❑No
4. Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material.
5. Acceptance Criteria: Only'Approved for Shipment', 'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used.
6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office.
7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action.
8. Source Approved:
9. Approval Withheld: Submit samples for preliminary evaluation.
MH cover shall include 1/2" lettering, gasket/gasket groove shown on
0..proval Withheld: COR�S>td..Plan 204.40
. Miscellaneous Acceptance ntena.
Remarks
(PE):
Remarks
(HQ):
DOT Form 350-071 Project Engineer Distribution
Revised 03/2021 ®Contractor El Region Operations Engineer Fabncation Inspection Region Materials El State Materials Lab-MS 47365
BID ITEM A57 SPEC REFERENCE
' • , 7-05 COVER LETTERING
SUBMITTAL REVIEW TO CUSTOMER'S SPECIFICATIONS
No Exceptions Taken MH cover shall include 1/2" lettering, LLLL:LLL..
gasket/gasket groove shown on LLLLLLLLL LLLLL
Make Corrections Noted LLLLLLLLLLLLtt=LL
COR Std. Plan 204.40
X Amend & Resubmit 'y,,LLLLLLLLLLLL_LLLLL�
L C.LLLLL LLL LLLLLL:O
Rejected-See Remarks O LLLLLLLLLLLL L LLLLLL L
LLLL LLLLLtLLtt L LLLLLLLLL
IMPORTANT NOTICE: This review Litt LLLL L LLLLLLLLLI
does not relieve contractor from his LLLtt L S LLLLLLL
responsibility to comply&conform LLLLLL L LLLLLLL
L LLLLLLLLLLLLLLLLLLLLLLL
with the Plans, Specification, and LLLLLLLI I L LLLLLLLLLLLLL
P LLLLLLLL.LLLtLtLLLLLLLLLLLL
Contract Documents. LLLLLLLLLLLL LL LLLLLL
i r1/2" LLLLLLLLLLLLLLLLLLLI�LL�
lift LLLLLLLLLLLLLLLLLLYL
LLLLLLLLLLLLLLLLLL
1 r LLLL LLLLLLLLLLL
Gray�L Oaborrie, hke,. LL LLL LLLLL
CONSULTING ENGINEERS
REQUIRES 3aa.5/8"S.S.
By: DRS •.� SOCKET HEAD CAP SCREWS
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BOLT DOWN DETAIL
''EN AREA:N/A - DESIGNATES MACHINED SURFACE REFERENCE INFORMATION:
VER: DUCTILE IRON TO A-2004
AFORM TO ASTM A-536 DAL Model No. DL Foundry & Supply
3WOre N.' ^
CLASS 80-55-06 Mason Utter
California Sales: (800)-422-0848
RING: GRAY IRON TO CONFORM DAL Foundry(Not to Scale) Washington Sales: (888)-765.0054
TO ASTM A-48 CLASS 35B `` 06-30-10 Utah Sales: (800)-453-9802
i4 (4L1(
DocuSign Envelope ID:3B1B34D3-7EOA-476C-ADB3-4329FFE0C108
C: E:::I:TON
1/2"LETTERING
LACESD 120°APARTON1 ' - 4-. _.__.*-1 /1" .,.._‘,
( -"`"' ''
PATTERN ® // \`
iie
(1)1"DIA.PICKHOLE
COVER BOTTOM VIEW
O
PLAN VIEW 1 1/4"LETTERING
(3)BLT SOC.(ALLEN HEAD)
5/8"-11 x 1.5 SS RUBBER
WASHER
25"DIA
1" Illbk
3/4 r 1
1-21/2" `_\\
83/4" _I f EON BOLTING DETAIL
(TYP.)�1
COVER SECTION VIEW
1/4" r 1 1/16'
vs" //
R1/8"
► 26 1/2"DIA ► A
25 1/4"DIA. GASKET GROOVE DETAIL
1/4"DIA.NEOPRENE GASKET
1 1 1/18"
J.I Q =1/4"—1 m 1/2"
if I 6"
5/3 23 3/8"'DIA.CL OPEN / 1
275116"DIA. - �' SKID GROOVE PATTERN DETAIL
34 1/8"DIA.
FRAME SECTION VIEW
NOTES:
1. ALL COVERS SHALL BE LOCKING LID PER EJ No.3717C1
OR APPROVED EQUAL.
2. THIS COVER SHALL ONLY BE USED FOR STRUCTURES
WITHIN PRIVATE DEVELOPMENTS OUTSIDE OF PUBLIC
RIGHT-OF-WAY.
UNLESS OTHERWISE NOTED,DRAWING IS NOT TO SCALE(NTS)
01 v aA. STD.PLAN-204.40
InaPUBLIC WORKS STORM ROUND FRAME AND COVER WOW14'
a 'i1� + DEPARTMENT (PRIVATE) Martin Pastuch&13/2020 8:48
4F N T o+ '868454 O98B4490... DATE
Puexwmx,semmuvxQ
Washington State
�/ Department of Transportation Request for Approval of Material
Contract Number FA Number NSA SR Duvall Ave NE Date
CAG 20-065 9/28/2021
Section I Title ofProject Duvall Ave NE County King
Contractor Reed Trucking & Excavating, Inc. Subcontractor
This form shall be completed prior to submittal. If this form is not compete at time of submittal it may For WSDOT Use Only
be returned for information that was omitted. RAM# 029A
PE Use Bid Item Material or Name and Location of Fabricator, Specification PEiQPL HCgtr./QPL HQ Use
Nc. Product/Type Manufacturer or Pit Number Reference _ Code Code
A53 Sewer Piping IPEX,Otyri 1p ,fund,y 7-05 1 0
A57 MH3OL Olympic Foundry 7-05 10
Project Engineer/Representative Date State Materials Engineer/Representative Date
11/15/2021
Acceptance Action Codes for use by Project Engineer and State Materials Laboratory
1. Acceptance Criteria: Acceptance based upon"Satisfactory"Test Report for samples of materials to be incorporated into
project.
2. Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material.
3. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved D Yes ID No
4. Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material.
5. Acceptance Criteria: Only'Approved for Shipment','WSDOT Inspected'or'Fabrication Approved Decal'material shall be used.
6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office.
7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action.
8. Source Approved:
9. Approval Withheld: Submit samples for preliminary evaluation.
10 Approval Withheld:
11. Miscellaneous Acceptance Criteria.
Remarks
(PE)• Submit Kor-N-Seal Boot (or approved equal) and
corrugated pipe adapter
Remarks Y-Y
(HO):
Since HM cover is placed in sidewalk
use Round Frame and Cover per City of Renton
Std. Plan 204.40 (in lieu of Std. Plan - 204.50)
DOT Form 350-071 Project Engineer Distribution
Revised 03/2021 ®Contractor ❑Region Operations Engineer ❑Fabrication Inspection Region Malenals ❑State Materals Lab-MS 47365
Submit Kor-N-Seal Boot and corrugated
pipe adapter
SUBMITTAL REVIEW
No Exceptions Taken
le 3 _ Make Corrections Noted
Amend & Resubmit
byaliaxis X Rejected-See Remarks
IMPORTANT NOTICE_This review
• does not relieve the Contractor from
responsibility to comply&conform
g•T with the Plans, Specifications. and
Contract Documents.
SEWER PIPING SYS
c;ray Sr Osborrie, Inc.
CONSULTING ENGINEERS
GASKETED SEWER P By: MB Date: 9/28/21
LETTER OF COMPLIANCE
Scope:
This letter of compliance covers the requirements for PVC Ring-Tite® SDR28 and SDR35 Gasketed
Sewer Pipe. These products meet or exceed performance standards set by the American Society for
Testing and Materials (ASTM), the Bureau de normalization du Quebec (BNQ), and CSA International
(CSA).
Ring-Titee Gasketed Sewer Pipes are suitable for conveyance of industrial, sanitary and storm-water
sewage and is available in the following sizes:
SDR28 4",5"and 6"(100 mm, 125 mm& 150 nun)
SDR35 4"through 60"(100 mm- 1,500 mm)
SDR41 10"through 60"(250 mm- 1,500 mm)
Material:
PVC Poly(Vinyl Chloride) used in the manufacturing of Ring-Tate®Gasketed Sewer Pipe complies with
ASTM D1784, Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and
Chlorinated Poly(Vinyl Chloride) (CP VC) Compounds, having a cell classification of 12454 or 12364.
Gasket materials used in the manufacturing of Ring-Tate® Gasketed Sewer Pipe complies with the
following requirements:
ASTM F477 "Standard Specification for Elastomeric Seals (Gaskets)for Joining Plastic Pipe" for low-
head applications;or
ASTM F913 "Standard Specification for Thermoplastic Elastomeric Seals (Gaskets)for Joining Plastic
Pipe"
Extruded Pipe:
Extruded Ring-Tite®Gasketed Sewer Pipe conforms to the following standards:
ASTM D2412 "Standard Test Method for Determination of External Loading Characteristics of Plastic
Pipe by Parallel-Plate Loading"
ASTM D3034 "Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and
Fittings"
ASTM D3212 "Standard Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible
Elastomeric Seals"
ASTM F679 "Standard Specification for Poly(Vinyl Chloride) (PVC) Large-Diameter Plastic Gravity
Sewer Pipe and Fittings"
BNQ 3624-130 "Piping - PVC Plastic Rigid Pipe and Fittings, 150 mm in Diameter or Smaller for
Underground Sewage Application"
IPEX USA LLC
www.ipexna.com
I PEX
Page 2/... Ring-Tite" Gasketed Sewer Pipe
BNQ 3624-135 "Unplasticized Polyvinyl Chloride (PVC) Pipe and Fittings, 200 mm in Diameter or
Larger,for Underground Sewage and Soil Drainage"
CSA B 182.1 `Plastic Drain and Sewer Pipe and Pipe Fittings"
CSA B182.2 "PVC Sewer Pipe and Fittings(PSM Type)"
Lubricant:
All Ring-Tite®Gasketed Sewer Pipe must be assembled using PVC pipe lubricant.
Markings:
Ring-Tite5 Gasketed Sewer Pipes are marked as prescribed in the above applicable standards to indicate
size of the pipe,material designation,compliance to standard,and manufacturer's name or trademark.
Color Codinf:
Ring-Tite®Gasketed Sewer Pipe is color-coded green for SDR35 and white for SDR28&SDR41.
Note: Modifications to our products may occur at any time without notice. Should you require that a
product meets a given standard or application,you must ensure that the information provided herein is
current by consulting with an IPEX USA LLC representative.
Best Regards,
Jeff Gallant
Vice President,Manufacturing
For questions related to these products,Do Not Call the undersigned.
Please contact sour local IPEX USA LLC Customer Service Representative.
Issue Date: 2020-03-09
IPEX USA LLC
www.ipexna.com
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NOTES: PARTS LIST OLYMPIC FOUNDRY INC.
1.STANDARD BLACK PAINT RING: 11-2949
2. FOR DETAILS, SEE RING& COVER COVER: 11-2991 TITLE MH3OL 24 X 6 CITY OF RENTON RING & DRAIN
SEPARATELY SET: 11-2991 LSET COVER
RATING: H-20 PART NO. 11-2991LSET
MATL:RING:01 ASTM A536 CL80.55-06:COVER:CI ASTM A48 CL30 REV:A 1/09/09: BEEFED UP RIBS W/1"RADIUS'ALL AROUND REV
APX WT. 240 LBS. PER SET REV: B 1/20/09 CHANGED RIBS FROM 1/2"THICK TO 7/8" C
DOC APPVD DWN: EB 08/11/2008 TOLERANCES: REV: C 10/14/2013 ADDED FISH TO DWG
BY: DATE: CHKD: CM 08/11/2008 x.x =t.1 xxxx=±.03 .=t z - .
x.xx=t 06 FRAC=t 116 DWG NO:11-2991LSET MH30 RENTON DRAIN SCALE: N/A SH 1 OF 1
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r.
VWashington State
Alli Department Transportation Request for Approval of Material
Contract Number FA Number N/A 'SR Duvall Ave NE Date
CAG 20-065 8/31/21
Section 1 Title of Project Duvall Ave NE County King
Contractor Reed Trucking & Excavating, Inc. Subcontractor
This form shall be completed prior to submittal. If this form is not compete at time of submittal it may For WSDOT Use Only
be returned for information that was omitted. RAM it 028
PE Use Bid Item Material or Name and Location of Fabricator, Specification PE/QPL Hdgtr.IQPL HQ Use
No. Product/Type Manufacturer or Pit Number Reference Code Code
24x6
A57 Man Locking Olympic Foundry Inc 7-05 10
Manhole Ring
Project gineer aentative C Date 9122/2021 State Materials Engineer/Representative Date
c eptan a ction Codes for use by Project Engineer and State Materials Laboratory
1. Accdptanc Merle: Acceptance based upon"Satisfactory"Test Report for samples of materials to be incorporated into
project.
2. Acceptance Criteria: Mfg. Cert.of Compliance for'Acceptance'prior to use of material.
3. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved ❑Yes ❑No
4. Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material.
5. Acceptance Criteria: Only'Approved for Shipment', 'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used.
6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office.
7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action.
8. Source Approved:
9. Approval Withheld: Submit samples for preliminary evaluation.
OO. Approval Withheld: See Remarks
11. Miscellaneous Acceptance Criteria.
Remarks
(PE):
Round Frame and Cover per City of Renton Std. Plan 204.40 (in lieu of Std. Plan -204.50),
Remarks see attached detail.
(HQ):
DOT Form 350-071 Project Engineer Distribution
Revised 03/2021 ®Contractor ❑Region Operations Engineer ❑Fabrication Inspection ❑Region Materials ❑State Materials Lab-MS 47366
- a
BID ITEM AS7
1 -Y. 1,
Y lT x t ,rr < r T YT Y Y•\ YYYY Y Y-`PY1 T
Round Frame and Cover per City of Renton
Std. Plan 204.40 (in lieu of Std. Plan -204.50) WATER AND SEWER COVERS HAVE 1 — 1" LIFT HOLE,
DRAIN COVERS HAVE 3 — 1" LIFT HOLES
FOR 5/8" — 11 NC x 1 1/4"
SS SOC HD CAP SCREW (3 REQ'D)
3" RAISED
DRILL & TAP: 5/8" - 11 N.C. ` LETTERS AS
120 DEGREES (TYP. 3PL.) ' NMI REQUIRED
•
0 \�10)
X 2^ DRA1 7/8- 0 //
SUBMITTAL REVIEW
No Exceptions Taken
Make Corrections Noted 1 1/2" CORE (TYP.)
X Amend & Resubmit COVER
Rejected-See Remarks 3/8"
IMPORTANT NOTICE:This review
does not relieve the Contractor from /i%i////i%i%/%i%/%ii%i%/ii /i% } }
responsibility to comply&conform 2��/�� 7
with the Plans, Specifications, and 1"
Contract Documents. 1"
411000 25"
FF (;nay tir Osborne,Inc
CONSULTING ENGINEERS
By: MB Date: 9/15/21
r
25 1/4" - 1i^ 6" iA or y
, 1 5 8" S.S. r- ��
:�� //
3(4" SOCKET HEAD /
A/ CAP SCREWAl
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(3 TYPICAL)
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—I �1 1/4 23 3/4" I ' }
LOCKING BOLT - DETAIL
- 33 3/4" -
NNONs:
* —SKID PATTERN (TYP) V/ OLYMPIC FOUNDRY INC.
*NON
*APWA STANDARD PLAN #42 24" X 6" LOCKING MANHOLE RING
& COVER
MAIL: CAST IRON ASTM A48, CL3O RATING: H-20 PART NO. MH3OAD/T
APPROX WT: RING-210 LBS. COVER-150 LBS. REV: A DATE: 6/23/03 NEW BORDER REV
DOCUMENT APPROVED DWN: CL DATE: 06/23/03 gettRIASIE REV: X DATE: XX/XX/XX DSC: A
BY: DATE: 1001 *.06
CHKD: CL DATE: 06/23/03 r0':.i rca DWG N: MH30A DT DRAIN SCALE: N/A SHEET: 1 OF 1
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DocuSign Envelope ID:3B1B34D3-7EOA-476C-ADB3-4329FFEOC108
•
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COVER BOTTOM VIEW
0
PLAN VIEW 11/4"LtntRING
(3)BLT SOC.(ALLEN HEAD)
5/8'-11 x 1.5 SS RUBBER
WASHER
25"DIA.
3/4" F111
T 21/2' A
83/4" I I EON BOLTING DETAIL
III" (TYP.)
COVER SECTION VIEW
1/4" 3-
r 1 1/16'
1/8"
RIB'
26 1/2~DIA. -
zs 1/4~DIA. - GASKET GROOVE DETAIL
1/4"DIA.NEOPRENE GASKET
{•-1 1/16'
or A� ` I ®1/4' m 1/2'
4 •
3/1s•
5B'J ' ,23 3/8"DIA.CL OPEN / •
27 5/16"DIA. SKID GROOVE PATTERN DETAIL
34 1/8"DIA. �•
FRAME SECTION VIEW
NOTES:
1. ALL COVERS SHALL BE LOCKING LID PER EJ No.3717C1
OR APPROVED EQUAL.
2. THIS COVER SHALL ONLY BE USED FOR STRUCTURES
WITHIN.PRIVATE DEVELOPMENTS OUTSIDE OF PUBLIC
RIGHT-OF-WAY.
UNLESS OTHERWISE NOTED,DRAWING IS NOT TO SCALE(NTS)
Y 0,~ STD:PLAN-204.40
.o.�
+ PUBLIC WORKS STORM ROUND FRAME AND COVER �B,Jb,-
+ DEPARTMENT (PRIVATE) Martin Pastuch@'13/2020 8:48
F N T O.tx -48'8434RD98B448D...
Vuaa%Wks Aammarxa DATE