PFI2018-00147 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT
COMMUNITY DEVELOPMENT Permit#: PF12018-00147
13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 06/13/2018
Parcel: 1 S125DD00500
Jurisdiction: Tigard
Site address: 10747 SW 65TH AVE
Subdivision: None Lot: None
Project: Lorence
Project Description: Connect to sewer in right of way
Owner: FEES
Description Date Amount
PFI Permit Fee 06/13/2018 $300.00
PHONE:
Contractor:
PHONE:
FAX:
Applicant:
RICHARD LORENCE
PHONE: 360-547-2781
Total $300.00
Please sign below to indicate acceptance of conditions and return a copy with the proposed work schedule along with names and contact
information of responsible parties before beginning work.
b�
Permittee/Applicant
Signature:
Issued By:
Special Conditions(See Attached)
Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY
Conditions for PF12018-00147
Type: Condition Name: Status: Severity:
PFI_Sidewalk/[ 01 -WORK SITE REQUIREMENTS Applied Notice
Applicant must comply with all applicable provisions of federal and state law,the Tigard Municipal Code, and the terms of
any agreement with the City of Tigard regarding work to be done pursuant to this permit.
PFI_Sidewalk/[ 02-WORK SITE AREA Applied Notice
The work area and approach roads shall be maintained in a clean condition,free from obstructions and hazards. The
spreading of mud or debris or storage of materials or equipment of any kind upon any public roadway is strictly prohibited
and violation shall be cause for immediate cancellation of the permit. The City may at any time order immediate clean-up
and suspension of work to accomplish clean-up.
PFI_Sidewalk/[ 03-WORK SITE EROSION CONTROL Applied Notice
Prior to starting work, effective and approved erosion control devices must be installed and maintained meeting the Clean
Water Services and DEQ requirements. The City may at any time order corrective action and suspension of work to
accomplish effective erosion control.
PFI_Sidewalk/[ 04-WORK SITE REPAIRS Applied Notice
Disturbed landscaped areas shall be restored or replaced. Existing signs, pavement markings, mailboxes, etc. shall be
reinstalled or replaced,with like kind of material. Obtain City approval of restoration work.
PFI_Sidewalk/[ 05-PRECONSTRUCTION MEETING Applied Notice
Before initiating any construction activity,the applicant shall coordinate with the City's inspector, <Insert Name>at<Insert
Phone#>, to establish a preconstruction meeting.
PFI—Sidewalk/1 06-NOTICE TO COMMENCE WORK Applied Notice
The applicant shall notify the City's Inspector twenty-four(24)hours prior to commencing work, prior to any staged
inspection, and after completing work covered by the permit.
PFI_Sidewalk/[ 07-PERMIT/PLAN ON SITE Applied Notice
A copy of the permit including a Certificate of Insurance, and all attachments, and a copy of the approved construction plan
and all amendments shall be readily available at the work area. All work shall conform to the permit terms, conditions and
provisions and to the City approved permit plans, and approved plan amendments and to the City's standards and
specifications and to these General Conditions. Changes to any of these must be approved by the City, in advance of work
performance.
PFI—Sidewalk/1 08-EMERGENCY CONTACTS Applied Notice
Provide to the City inspector, in writing, the names and 24 hour emergency telephone number of two(2)persons who have
authority to resolve problems, take corrective action and, in general,will be responsible in case of any emergency. The
applicant shall notify the City Inspector, in writing, of any/all assignment changes.
PFI_Sidewalk/[ 09-OTHER Applied Notice
"'ECOVED
City of Tigard JUN 13 2018
�a PUBLIC WORKS — ENGINEERING CITY OF TIGARD
PLANNING/ENGINEERING
Public Fac° •tY Imp rovement PFI Permit
TYPE OF WORK
DESCRIPTION OF WORK(in the right-of-way)
❑ 'TYPE 1—Franchise Utility Work.
Check one: A Utilities ❑Sidewalk/driveway approach ❑ Street improvements performed by NWN, PGE
Detailed description: d b v and/or utility agency.
TYPE 2—Sidewalk/Driveway/Sewer
Work performed for the purpose of.
• Sid6/ ewalk installation or repair.
• Driveway approach installation
PrAc/rtv addr ss/loca on{s): icy
and/or repair
I Sanitary sewer lateral installation
and/or main line tap
I v El TYPE 3—Full scale Development
Applicant: k1i /" Work performed with Land use
Address: approval which includes any of
the follow'
City/state: - !v' Zip: g:
Phone:<3 � L' 1Email: • Subdivisions or Partitions
nn j ° Street widening
Contact name:e v cA lL'l .r Phone:
�// • Mainline installation for Sanitary
Contractor: ` l i-41 �-e_ sewer, Storm sewer, Tigard water
and/or Tigard Water Service Area
CCB#: Expiration:
Address: SUBMIT COMPLETED APPLICATION TO:
City/State: Zip: City of Tigard
Planning/Engineering
Phone: Email: 13125 SW Fall Blvd.
Contact name: Phone: Tigard,OR 97223
Applications for"minor work in right-of-way"
only may be emailed to:
Engineer: royMermitsktigard-or.gov
.Address:
FOR STAFF USE ONLY
City/state: Zip:
Phone: Email: Case No.: 2�
Contact name: Application submittal fee(.007%of
Engineer's Estimate) $ -6
Estimated value of work is required(if over$5,000):$ Additional fees: $_
(within the public right-of-way) Application accepted: .A,
By: S . Date: /
Is work related to a LAND-USE DECISION? ❑ Yes No
- Application reviewed:
If so,please specify (MLP,SDR,SUB, etc.) case #:
By: Date: hL1_1
Is work related to a BUILDING PERMIT? ❑ Yes ] No Applicant notified:
If so,please specify(BUILDING PERMIT)case#: By: Date:
I:\ENG\PermitApplications\pfi_application Rev.10/16/2017
City ofTigard 13125 SW Hall Blvd. Tigard,Oregon 97223 www.tigard-or.gov 503-718-2421 Page 1 of4
APPLICANTS
NOTE: Person specified as"Applicant"shall be designated"Permittee"and shall provide financial assurance for work,if
required by the city pursuant to TMC 15.041.140.
* With the exception of a utility operating pursuant to a valid franchise with the City of Tigard,when the owner and the applicant are different
people,the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the
owner. The owner(s)must sign this application in the space provided or submit a written authorization with this application. Franchised
Utilities are not required to obtain the owners signature on the application
BY SIGNING BELOW,THE APPLICANT(S) SHALL CERTIFY THAT:
• The above request does not violate any recorded deed restrictions that may be attached to or imposed upon the subject
properry.
• If the application is granted,the applicant will exercise the rights granted in accordance with the terms and subject to all the
conditions and limitations of the approval.
• All of the above statements and the statements in any plot plan,attachments,and exhibits transmitted herewith,are true;and
the applicants so acknowledge that anypermit issued,based on this application,may be revoked if it is found that any such
statements are false.
• The applicant has read the entire contents of the application,including the policies and criteria,and understands the
requirements for approving or denying the application.
Applicant/Authorized Agent's signature Print name Date
SIG TURF of each owner of the subject property, if required
"-7e7 r
� V U�
wner's signat r' Print name Date
Owner's signature Print name Date
Owner's signature Print name Date
w .
4
4
PUBLIC FACILI'T'Y IMPROVEMENT PERMIT
City ofTigard 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov 503-718-2421 Page 2 of4
DEVELOPMENT ENGINEERING FEES
FORSTAFF USE ONLY
Public Facility Improvement(PFI)Permit: DETAILED SUBMITTAL
REQUIREMENTS
APPLICATION FEE
Part 1: Required submittal fee$300.00 (minimum) FRANCHISE UTILITY AND SIDEWALK/
DRIVEWAY AND U'T'ILITY
PERMIT FEE CONNECTIONS,ETC.
Part 2: All non-water system improvements (work in the right of way)
Engineer's estimate X 5%(less$300.00 minimum
submittal fee) Sketch
Engineer's estimate X 2%Plan Review (including information below)
❑ Dimensions
WATER SYSTEM FEE ❑ Street Name
Part 3: All public water system improvements ❑ Site Address
Engineer's estimate X 12%
FULL SCALE DEVELOPMENT
PFI Permit Fee Exemptions: (Subdivisions/Partitions and Street Improvements)
There will be no permit fee charged,or assurance required
for the following types of work: Design,Plans
• Sidewalk repair (less than 20 lineal feet) (6 sets;24x36 or 22x34)
• Relocate or replace mailbox ❑ Covef-Site,Vicinity;Abbreviation,Legend
• Ditch cleaning that does not involve regrading. ❑ "General Notes(Cify,Water,Sewer,_etc.)
• Weep hole repair ❑ Street(Plan,Profile)
• Curb repair or replacement(less than 20 lineal feet) ❑,Water,Storm and Sanitary(Plan Profile)
• Lawn sprinkler system installation or repair ❑..Water Quality Facilities
• Street tree pruning or planting ❑ Grading
• Planter sip landscape maintenance ❑ Landscaping/Tree Plan
• Test wells' El Composite Utility Plan(Electrical,Phone,Gas,
Storni;Sanitary;Water,Signage,Street Lights,etc)
Details,
Note: A cash/bond assurance maybe ❑ Traffic Sight Distance
required per TMC 15:0,4.140. ❑ Signing,and Striping
(customer deposit) ❑ Street Light Plan and Photometric
❑ Engineers seal/signature
❑ Sheet label(project land use name,revision and
plan-log block,dates and sheet numbefs.)
Additionlal Submittals
(per Land Use conditions)
❑ Traffic Report
❑ Storm water Drainage Calculations
❑ Geotechnical Report
❑ Preliminary Access Report(Sight Distance)
❑. Proposed Plat
❑ Pathway Design(if applicable)
El Water Department Approval
❑ Engineer's Construction Estimate
PUBLIC FACILITY IMPROVEMENT PERMIT
City of-rigard 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov 503-718-2421 • Page 3 of4
SAMPLE SKETCH:
1
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MINIMUM SKETCH REQUIREMENTS (Put"N/A"if Not Applicable):
North arrow Property lines &dimension Slope of property
Street &street name(s) Existing building, structures Utility& street light poles
Proposed work Existing curb or edge Trees
Existing S/W or of pavement Existing utility locations
D/W apron (sewer,water,storm)
PUBLIC FACILITY IMPROVEMENT PERMIT
City ofTigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov 503-718-2421 • Page 4 of4
TOP VIEW
SPECIFICATIONS: F— 11 GAUGE (.1196")
1) CLAMP AND BRACKETS ARE TYPE 304
STAINLESS STEEL, 11 GAUGE (.1196").
2)3/8" 0 PINCH BOLT AND NUTS IS TYPE
18-8 STAINLESS STEEL. DIAMETER VARIES
WITH SIZE REQUIRED
3)RELINER CLAMP/BRACKET AND ANCHOR OR 2"
APPROVED EQUIVALENTS.
jx16x1.25" Anchor
Zinc Alloy Lead A A
L' 4' �
1.50"
1.25 � Jxj SS Washer I 1.25"
I I� B-B
LLB
2.,
.75
�J 95 � jx16x1" SS Bolt
3/8 DIAMETER STAINLESS A-A
STEEL PINCH BOLT
ANCHOR DETAIL CLAMP DETAIL
N.T.S. N.T.S.
MECHANICAL INSIDE DROP TANDARD TEE FITTING
(OPTIONAL)
PLUG END INFLOW PIPE
PIPE LENGTH AS
REQUIRED
A WATERTIGHT SEAL
SEE DETAIL #030
(� r USE MODIFIED SAND
COLLAR PER CWS
APPROVAL.
a .
MINIMUM OF 2 CLAMPS, MAXIMUM DISTANCE MANHOLE
BETWEEN CLAMPS IS 3' OR ADDITIONAL —WALL
CLAMPS WILL BE REQUIRED.
CONSTRUCT CHANNEL AND --_---
SHELF IN FIELD -_-_-_ --_-= 45 DEG BEND
A ® GROUT TO
CENTERLINE
NOTES: 4 OF BEND
1. PIPE AND FITTINGS SHALL BE SAME SIZE
AS INFLOW PIPE TO MANHOLE. '
2. PIPE AND FITTINGS FOR DROP ASSEMBLY e... l
o
SHALL BE: DUCTILE IRON ANSI A21.50-1, 4 ® a d c d
AWWA C150-1, AWWA C-900 OR PVC a ' 4 .
ASTM 3034 SDR 35. a
d V d
MECHANICAL INSIDE DROP
MANHOLE 1 C1eanWater Services
DRAWING N0. 060 REVISED 02-17
STANDARD MANHOLE FLAT TOP
W/REINFORCEMENT 58" DIA.
OR
RUBBER GASKET FLAT TOP
W/REINFORCEMENT
#6 BAR AROUND OUTSIDE OF OPENING 10" '
#6 DIAGONALS BOTH SIDES OF OPENING TYP A_f.a.®40oy 25 d
#6 6" O.C. BOTH WAYS — — — —
NON-SHRINKING GROUT 48"
x
a
CONSTRUCT a,
CHANNEL AND MIN `n
- 12" SHELF IN FIELD
1"/FT SLOPE
t z_
1 �
PIPE
I.D.
°a a...:
SMOOTH FINISH CHANNEL TO a+d '
3/4 VERTICAL HEIGHT OF .ae.
PIPE
`q' d••d. d
6" MIN.
d �
n .r•
12 MINIMUM OF %"-01�
COMPACTED BASE ROCK
RUBBER GASKET
FLAT TOP 1. ALS JOINTS AND RUBBER GASKETS SHALL
(OPTIONAL) AOSTMOCM430 THE REQUIREMENTS OF
2. ALL MANHOLE SECTIONS SHALL CONFORM
64" DIA. TO THE REQUIREMENTS OF ASTM C-478
25" AND APPLICABLE PROVISIONS OF STANDARD
MANHOLE, SEE STD DRAWING NO. 010.
TEPS REQUIRED ON FLAT TOP MANHOLES
8" d ° PER THAN 48" FROM FINISHED GRADE TO
TYP o d ° a I.E. T.
d
48' l a l
RUBBER GASKET
r--
EAT TOP MANHOLE
CleanWater Services
DRAWING NO. 050 REVISED 12-16
NOTES:
ALL PRE-CAST MANHOLE SECTIONS SHALL
CONFORM TO THE REQUIREMENTS OF ASTM
C-478 AND APPLICABLE PROVISIONS OF
STANDARD DRAWING NO. 010.
` --d 5" MINIMUM a
ENCAPSULATED
RUBBER GASKET ,�►
. a
NON-SHRINKING GROUT
PVC a
PIPE CONSTRUCT
CHANNEL AND MIN
12" SHELF IN FIELD
~`a 77 1"/FT SLOPE
SANDED BELL 4' °v
FITTING a
_ a•
e 4 • o - PIPE
a I.D.
0
4.0 .
'a
PVC SANDED BELL
a a.
6" MIN.
KOR-N-BAND 7J
1 � _ J J UL J� � •J�S
INTERNAL •. . z ��
. Y _r•A
STAINLESS
STEEL BA D1
SMOOTH FINISH CHANNEL TO
3/4 VERTICAL HEIGHT OF
INTERCEPT PIPE
PIPE
12" MINIMUM OF -34"-0"
° COMPACTED BASE ROCK
FLEXIBLE
4
CONNECTOR
KOR—N—SEAL BOOT
MANHOLE CONNECTIONS
CIeanWate ' Services
DRAWING N0. 030 REVISED 12-16
STANDARD MANHOLE FRAME
STANDARD MANHOLE FLAT TOP AND COVER (TYPICAL)
W/ REINFORCEMENT 58" DIA. SEE STD DRAWING #110
OR
RUBBER GASKET FLAT TOP
W/ REINFORCEMENT
rz
101,
6• 9 -
TYP. ®:®fb: 25" ®�
— — — —
°' 48" Q
e g
6" MINIMUM OVERLAP. PIPE
1.D.
�8" MINIMUM CONCRETE
_ � J
llVll • /.... Y .
12" OF 3/4„_0„
COMPACTED BASE
ROCK
#6 BAR AROUND OUTSIDE OF OPENING
#6 DIAGONALS BOTH SIDES OF OPENING RUBBER GASKET
#6 6” O.C. BOTH WAYS
FLAT TOP
(OPTIONAL)
NOTES:
1, ALL JOINTS AND RUBBER GASKETS SHALL
CONFORM TO THE REQUIREMENTS OF ASTM 64" DIA.
C-433. 25"
2. ALL MANHOLE SECTIONS SHALL CONFORM
TO THE REQUIREMENTS OF ASTM C-478 °
AND APPLICABLE PROVISIONS OF 8"
STANDARD MANHOLE, SEE STD DRAWING TYP.
NO. 010. J- - - - - �-°`
3. CENTER OPENING FLATOP REQUIRED. { Id
4. NO STEPS ALLOWED IN SHALLOW FLAT TOP 48"
MANHOLE. i
5. ALL POURED IN PLACE CONCRETE SHALL RUBBER GASKET
HAVE A 28 DAY STRENGTH OF 3000
PSI AND A SLUMP OF 2" TO 4". °
SHALLOW FLAT TOP
MANHOLE
CleanWater Services
DRAWING N0. 040 REVISED 12-16
• a
.1
PIPE PROJECTING
BEYOND INTERIOR
SURFACE OF MANHOLE NON—SHRINKING GROUT
WALL IS NOT ALLOWED WITH WATERTIGHT SEAL
°
SEE STD DRAWING 030
P
48" MAX. FOR
STORM AND
12" MAX. FO
SANITARY •• PIPE TYPE, SIZE,
SMOOTH FINISH AND CONNECTION
CHANNEL TO a' PER PLAN, AS
3/4 VERTICAL PIPE APPROVED
HEIGHT OF PIPE
: . .•:. I.D. ° _ :°•.
- �.' :a d.• ° ':.'. CONSTRUCT
•t'. '` " ' $ CHANNEL AND SLIDE
a•: ��, ';' :• '• •a SIMULTANEOUSLY
OPEN INSIDE DROP
WITH BEAVER SLIDE
INSIDE DROP PIPE TO EXTEND
A MINIMUM OF 1" BEYOND ;
° SHELF.
..g
NON—SHRINKING GROUT
° WITH WATERTIGHT SEAL
*.' SEE STD DRAWING 030
'4
.p -
. I I
48" MAX. FOR
STORM AND --
24" MAX. FOR
4 `
SANITARY PIPE TYPE, SIZE,
: AND CONNECTION
°• PER PLAN, AS
a. # PIPE 1.D. �;"• : APPROVED
PRE CAST MANHOLE FOR
LARGE DIAMETER PIPE. SEE
•` !°.:. : 4 4. ': STD. DRAWING NO. 160.
OPEN INSIDE DROP FOR
LARGE DIAMETER PIPE
OPEN INSIDE DROP
MANHOLE CleanWater Services
DRAWING NO. 080 REVISED 12-16
TOP VIEW
SPECIFICATIONS: I B 11 GAUGE (.1196")
1) CLAMP AND BRACKETS ARE TYPE 304
STAINLESS STEEL, 11 GAUGE (.1196").
2)3/8" 0 PINCH BOLT AND NUTS IS TYPE
18-8 STAINLESS STEEL.
3)RELINER CLAMP/BRACKET AND ANCHOR OR W THETER SIZEVARIES REQUIRED
APPROVED EQUIVALENTS.
jx16x1.25" Anchor 2
Zinc Allloy Lead
t O A A
—P, 1.25 �-- jxj SS Washer
4"
1.50'
B _ B 1.25"
75 95 �Jxll6xl" SS Bolt 2
B
3/8" DIAMETER STAINLESS A — A
ANCHOR DETAIL STEEL PINCH BOLT
N.T.S.
CLAMP DETAIL
N.T.S.
NOTES:
1. DROP BOWL AS MANUFACTURED BY MANHOLE STEP
RELINER—DURAN INC. OR APPROVED EQUAL. SEE DETAIL #100
2. DROP BOWL TO BE SIZED PER MANUFACTURER'S
RECOMMENDATIONS ( INFORMATION AVAILABLE @ I -
RELINER.COM) OR AS REQUIRED BY DISTRICT 1 a
OR CITY.
3. PIPE AND FITTING FOR DROP ASSEMBLY SHALL BE:
a
AWWA C150-1, AWWA C-900 OR PVC ASTM 3034 48" MINIMUMC-- a PIPE TYPE, SIZE,
SDR 35, AND CONNECTION
PER PLAN, AS
4. NO MORE THAN ONE DROP BOWL PER MANHOLE • .+ APPROVED
WITHOUT WRITTEN APPROVAL BY DISTRICT
OR CITY. $'
a SEE NOTE #1
5. WRITTEN APPROVAL BY DISTRICT OR CITY IS
REQUIRED FOR DROP BOWL INSTALLATION ON + WATERTIGHT SEAL
PIPELINES WITH A SLOPE OF 5% OR GREATER. SEE DETAIL #030
o PIPE BRACKETS— •.'
SEE DETAIL ABOVE
LOCATE STEPS &
MANHOLE LID NEXT
TO BOWL FOR 3'-0" MAXIMUM
MAINTENANCE ACCESS PIPE LENGTH
AS REQUIRES °-
Q
LEDGE BELOW LADDER
SHALL BE AT LEAST 45' BEND
° 12" IN WIDTH PIPE �i
I.D.
/
' a
a
:+ INSIDE DROP BOWL a ° CHANNEL BOTTOM
INSIDE DROP MANHOLE W/BOWL �(Services
CleanWater
DRAWING N0. 090 REVISED 12-16 11
zl
O ..."
F— d'. `
O = '
q.
W `
V) \MANHOLE STEPS SEE
d STD DRAWING NO. 100 J
:♦' — — — — — — —
�— 48" MINIMUM INN
4 '
uj 5" MINIMUM
m
SMOOTH FINISH CHANNEL TO
PIPE 3/4 VERTICAL HEIGHT OF PIPE.
I.D. :a
6"MIN. `
:'.... :d". CONSTRUCT CHANNEL AND
R A• Y MIN 12" SHELF IN FIELD
a•4' a ••� ; •'a' ,a•;
J J
12" MINIMUM OF %"-0"
COMPACTED BASE MATERIAL
48"
0 `
a a.
w 5" MINIMUM
SMOOTH FINISH CHANNEL
w TO 3/4 VERTICAL HEIGHT
OF PIPE.
Q
0° PIPE
' d• 6" MINIMUM OVERLAP.
I.D. �. .
4 ...a +: •.�: a:.
•. 'a A ° `:•' CONSTRUCT CHANNEL AND
MIN 12" SHELF IN FIELD
♦ a. 8" MINIMUM CONCRETE"
J J �}y { C� •�J 1_.`lJJ,G1Cj~�'�"-,''� -�L"' �- '
,'•C�LjtC / ..}i°Z/
12" OF 3/4„_0”
NOTES: COMPACTED BASE ROCK
1. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF
ASTM C-478 AND APPLICABLE PROVISIONS OF STANDARD MANHOLE,
DRAWING NO. 010.
2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH
OF 3000 PSI AND A SLUMP OF 2" TO 4".
MANHOLE BASE
CleanWvater Services
DRAWING N0. 020 REVISED 11-16
LOCATE FRAME
AND COVER OVER
LEDGE OF AT
.: LEAST 12" IN ° A
WIDTH
8" MIN. BETWEEN
JOINT DETAIL ': •' KNOCKOUTS
WILL VARY BY `
MANUFACTURER
• e
STANDARD FRAME AND COVER OR
DETAIL "A•.
MAXIMUM 27" FROM ' WATERTIGHT FRAME AND COVER.SEE
TOP OF FIRST STEP STD. DRAWING NO. 110, 120, OR 130
TO TOP OF CASTING
SET FRAME IN NON—SHRINK
GROUT
NOTES:
1. ALL PRE—CAST MANHOLE SECTIONS SHALL CONFORM TO GRADE RINGS (2",4",OR 6")
THE REQUIREMENTS OF ASTM C-478. MAXIMUM 12" SET IN
NON—SHRINK GROUT
2. SEE STD DRAWING 020 FOR POURED IN PLACE CONCRETE
MANHOLE BASE.
.v
3. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO STANDARD ECCENTRIC
THE REQUIREMENTS OF ASTM C-443. 36" CONE
4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE
WATERTIGHT.
MANHOLE SECTION
5. PIPE CONNECTIONS OF 24" OR GREATER SHALL REQUIRE A !-��(VARIABLE 1'-4')
loop
MANHOLE AND CHANNEL DETAIL. 48" MINIMUM
w
A'
6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL g MANHOLE STEPS SEE
REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. 4 STD DRAWING N0. 100--..-. 5" MINIMUM
7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) p`
MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED
ON THE INSIDE FACE OF THE MANHOLE. d' '' SEE DETAIL "A"
� I
8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND '
4" MAXIMUM CLEAR OF PIPE WALL.
fo
9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 12"
FOR SANITARY CONNECTION AND 48" FOR STORM '
CONNECTION. CONSTRUCT
.•a
CHANNEL AND MIN
10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND , 12" SHELF IN FIELD
COVER SHALL BE USED IN ALL EASEMENT AND OFF
STREET AREAS. SEE STD DRAWING 130.
11. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO THE
REQUIREMENTS OF ASTM C-443. PIPE
.a
NON—SHRINKING GROUT Q SMOOTH FINISH
CHANNEL TO
12" MINIMUM OF 3/"-0" COMPACTED Jz ✓ ' r`.
3/4 VERTICAL
� HEIGHT OF
BASE MATERIAL a Q PIPE
STANDARD MANHOLE
CleanWater Services
DRAWING N0. 010 REVISED 12-16