PFI2015-00106 CITY OF TIGARD RIGHT OF WAY PERMIT
COMMUNITY DEVELOPMENT Permit#: PF12015-00106
13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 08/05/2015
Parcel: 25111 BA00500
Jurisdiction: Tigard
Site address: 9780 SW MCDONALD ST
Subdivision: TIGARDVILLE HEIGHTS Lot: 27
Project: Mapstone
Project Description: Install sewer pump,drill 2"line to right-of-way,transition at right-of-way to 4"gravity line to main.
Owner: FEES
Description Date Amount
PFI Permit Fee 08/03/2015 $300.00
PHONE:
Contractor:
TC EXCAVATING
P.O. BOX 2471
ESTACADA, OR 97023
PHONE: 503-407-0503
FAX:
Applicant:
TIM OLSON
P.O. BOX 2471
ESTACADA, OR 97023
PHONE: 503-407-0503
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.
Permittee/Applicant
Signature: Not Present
Issued 8y:
Special Conditions(See Attached)
Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY
Conditions for PF12015-00106
Type: Condition Name: Status: Severity:
PFI_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 05-TRAFFIC CONTROL SPECIFICATIONS Applied Notice
Applicant shall provide traffic control according to the current edition of the"Manual on Uniform Traffic Control Devices
[MUTCD]for Streets and Highways", U.S. Dept. of Transportation, FHWA, current edition,American Traffic Safety Services
Association[ATSSA], and Oregon Temporary Traffic Control Handbook[OTTCH].
PFI_Utilities 06-TRAFFIC CONTROL PLAN Applied Notice
Submit a job specific traffic control plan. A copy of the approved traffic control plan shall be readily available at the work
area.Traffic control devices,flag persons,etc., shall be in place prior to initiation of construction work and shall be
effectively maintained.
PFI_Utilities 07-TRAFFIC CONTROL ROAD CLOSURE Applied Notice
Public roadway shall not be closed to traffic,at any time,without obtaining written approval from the City Engineer. The
applicant is responsible to provide 48 hour advance notice of traffic flow disruptions to affected businesses, residents and
area wide Emergency Services: 503-629-0111 (Tigard Police Dept.,Tualatin Fire&Rescue)and to 503-962-8140(Tri-Met)
and 503431-2345(Tigard School District)and other service providers impacted by such closure.
PFI_Utilities 08-TRAFFIC CONTROL PROPERTY ACCESS Applied Notice
Access to existing properties shall be maintained at all times, including normal delivery service and mail service.Obtain City
approval of any access closures.
PFI_Utilities 09-TRAFFIC CONTROL WORK HOURS Applied Notice
Work is permitted in daylight between the hours of 7:00 a.m.to 7:00 p.m. Mon-Fri unless otherwise authorized by the City.
PFI_Utilities 10-TRAFFIC CONTROL LIMITED WORK HOURS Applied Notice
Hours of construction work on collector and arterial roads will be limited to 9:00 a.m.to 3:00 p.m. unless authorized by the
City Engineer. Work will not be permitted on collector and arterial roads between 3:00 p.m.to 9:00 a.m. unless authorized
by the City Engineer.
PFI_Utilities 11 -TRAFFIC CONTROL MODIFICATION Applied Notice
The City reserves the right to add to or modify traffic control requirements as necessary to effectively control traffic and to
assure public safety.
PFI_Utilities 12-UTILITY NOTIFICATION Applied Notice
Oregon law requires following the rules adopted by the Oregon Utility Notification Center. Said rules are set forth in OAR
952-001-0100 through OAR 952-001-0080.Copies of said rules may be obtained from the Center by calling 503-246-1987.
If you have any question about the rules,contact the Center. NOTE: Damage to utilities shall be corrected at the permit
holder's expense.
PFI_Utilities 13-UTILITY LOCATION CONFLICT Applied Notice
Applicant must verify all existing utilities for both vertical elevation and horizontal location prior to start of work(pothole
before digging if necessary). Should conflicts arise and redesign or relocation of facilities be necessary, it shall be done at
the applicant's expense. Changes must be approved by the City in advance of work.Applicant shall coordinate the work
with affected utility agencies.
PFI_Utilities 14-TEMPORARY PATCH Applied Notice
A temporary hard-surface patch shall be placed on trenches within roadways at the end of each work shift. Obtain advance
approval of patching method. No trench shall be left at any time in an un-safe condition. Applicant is responsible for and is
liable for hazards or damage resulting from the prosecution of the work.
PFI—Utilities 15- REPAIR OF EXISTING FACILITIES Applied Notice
Work under this permit shall include repair of existing facilities(roads, ditches,etc.)as may be necessary, as determined by
the Inspector, to overcome deterioration or damage which occurred in conjunction with the work authorized by the permit.
Corrective work shall be done at the applicant's expense.
PFI—Utilities 16-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—Utilities 17-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_Utilities 18-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—Utilities 19-MONUMENT PROTECTION Applied Notice
Existing monuments, property corners, and survey markers shall be protected. Replacement shall be at the permit holder's
expense.
PFI—Utilities 20- 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 Utilities 21 -OTHER Applied Notice
-
City of Tigard RECEIVED
PUBLIC WORKS— ENGINEERING AUG 0 3 2015
s Public FacihtY Improvement rovement (PFI) Ptt,
3
DESCRIPTION OF WORK (in the right-of-way) REQUIRED SUBMITTAL
Check one:I$ Utilities ❑ Sidewalk/driveway approach ❑ Street improvements ELEMENTS
Detailed description: ❑ Minor work in right-of-way
11 (sidewalk repair,curb cut,street
17 12064"at 1111. 4'9 TX0 opening,etc.)requires:
y�
u e Application form,completed
�OLL) 4 i ' cnn,,VLI� 1 LXX_ �p oufid2In_ and signed
-Submit one(1)copy of scaled sketch
Q
Property address/location(s): (7 FD /Ac, of the proposed work to be done
-Submit one(1)copy of traffic
control plan
�-�^ —OR—
A
R—A liCant'S name: 1� �XCI�.�fq..� ❑ Substantial project work requires
PP above items and professional
Address: %o)5, �!q-1 engineered plans for.
e Street widening
City/state: 4 "Lip: 7 b 702LI •Subdivision infrastructure
Phone:103-YO"1-0503 Email: -Min utility line extension:
- Storm Drain,Sanitary-Tigard
- Water-Tigard Water Service
Contractor's name: �C CW-g-J%J*% Area(includes Durham,King City
CCB#: 1 rJ O L4 0--L Expiration: and a portion of unincorporated
Address: R Ol Washington County)
, Y. e 7
' City/state: DELA- al:.�4.0�� d F— Lip: `�7d7-?j DELIVER APPLICATION TO:
City of Tigard
Phone:IP3-Y07-66 Email: Planning/Engineering
13113 SW Hall Blvd.
Engineer's name: Tigard,OR 97223
Applications for"minor work in right-of-way"
Address: only may be eaniled to:
City/state: Lip: rowl+er'u'itt;���t;Qa� rd-or�
Phone: Email:
Case No.:
Estimated value of work (within the public right-of-way): $ i 300 ^° t
Application submittal fee.
Is work related to a LAND-USE DECISION? ❑ Yes R'No Application accepted:
If so, please specify (MLP, SDR,SUB,etc.) case #: By: CAC/ Date:
Is work related to a BUILDING PERMIT? ❑ Yes No Application reviewed:
By: AIlkt 4>. Date:
If so,please specify(BUILDING PERMIT)case#: Applicant notified:
3 ���� t� r C By: 1-9 Date: S �S-
, `V r A/� )'/�✓� ,: tWSW d U»Apdkaboft Rev 07,16,2014
City of Tigard - 13125 SW Hall Blvd. - Tigard,Oregon 97223 a www.tigard-or.gov a 503-718-2421 • Page 1 0f4
APPLICANTS
NOTE: Person specified as"Applicant"shall be designated"Permittee"and shall provide financial assurance for work.
*When the owner and the applicant are different people,die applicant must be du purchaser of record or a lessee in possession wid,written
audiorization from the owner or an agent of the owner. The owner(s)must sign flus application in the space provided or submit a written
audiorization with this application.
BY SIGNING BELOW,THE APPLICANT(S) SHALL CERTIFY THAT:
• The above request does not violate any deed restrictions t at alay be attached to or imgsCd uWA the subject prone.
• If the application is granted,the applicant will exercise the rights'granfed in accordance with the terrhs'and siib'ject to Ull the
conditions and limitations of the approval. ,
• All of the above statements and the statements in the plot plan,attachments,and exhibits transmitted herewith,are true;and
the applicants so acknowledge that any permit 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 dem ing the application.
SIGNATURES of cAch owner of the subject property required.
Applicant/Authorized Agent's signature Print name Date
Ilk& yyffluL� ke�ccna L F �(�,os�rtit,� S'
Owner's s re Print name Dat
Owner's signs re Print name Date
Owner's signature Print name Date
PUBLIC FACILITY IMPROVEMENT PERMIT
City of Tigard • 13125 SW Hall Blvd. 0 Tigard,Oregon 97223 • wwwtigard-or.gov 503-715-2421 • Page 2 of 4
DEVELOPMENT ENGINEERING FEES
1. Public Facility Improvement (PFI) Permit:
Part 1: Required submittal fee$300.00
Part 2: All non-water system improvements
Engineer's estimate X 5% (less$300.00 submittal fee)
Engineer's estimate X 2%Plan Review
Part 3: All public water system improvements
Engineer's estimate X 12%
Total Permit Fee =Part 2+ Part 3
PFI Permit Fee Exemptions:
There will be no permit fee charged,or assurance required for the following types of work:
• Sidewalk or driveway repair(less than 20 lineal feet)
• Relocate or replace mailbox
• Ditch cleaning that does not involve regrading.
• Weephole repair
• Curb repair or replacement(less than 20 lineal feet)
• Lawn sprinkler system installation or repair
• Street tree pruning or planting
• Planter strip landscape maintenance
• Test wells
PUBLIC FACILITY IMPROVEMENT PERMIT
City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov 503-718-2421 Page 3 of 4
SAMPLE SKETCH:
Edge of Pavement
Ditch —�
Streetlight I -- -------------r---
/• a Ratan Dnai
-
� 6
' T-1rOpOsa SqWeFi'ne" !
;�� Existing House
=1 I Existing 1
I,. I N Driveway
C� w •
01
OR
I
I co i
>i I 1
o
Existing Shop
C" -
L �' 1
Powerpole
G
-------- o95n
�pe-—-—-—-----
I I
II Fire Hydrant(FH)
� � I
Scale: 'I"=30'
� I I
I I
I I I
� I
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 of Tigard - 13125 SW Hall Bh�d. - Tigard,Oregon 97223 - wwwtigard-or.gov - 503-718-2421 - Page 4 of 4
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CURB JOINT
SEE STD
DETAIL NO. 146
5' MIN. SEE NOTE 5 ROW
--- 2%
ROAD �r- r• _ •r_'. ..
I-
I-I l r-�II II I L-I _ -
2" OF 3/4"-0" BASEROCK
COMPACTED SUBGRADE
SIDEWALK ADJACENT TO CURB
PLANTER 5' MIN. ROW
STRIP
6"
a
ROAD —_
I I ISI I ISI 11=�I I-1111 :�I I I��,I i 1=I"
2" OF 3/4"-0"
COMPACTED SUBGRADE BASEROCK
SIDEWALK AWAY FROM CURB
NOTES:
I. „ONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS,
2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED.
3. EXPANSION JOINTS & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT
IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND
PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS AND AT
SPACING NOT TO EXCEED 45 FEET.
4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB,
THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS.
5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED
OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE
A MINIMUM THICKNESS OF 4 INCHES.
6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER
SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED
OVER PIPE.
7. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES
CITY OF TIGARD APPROVED BY: NO SCALE
OREGON MICHAEL A. STONE, P.E. CONCRETE
■ ENGINEERING DIVISION DWG. NO.
PUBLIC WORKS DEPARTMENT CITY ENGINEER
S.W.HALLBLVD.
TIG /1 O
TIGARD,OREGON 97223 JANUARY 2013 SIDEWALK L
VOICE:(503)639-4171
FAX: (503)694-7297 APPROVAL DATE
RVA SIDEWALK
4 d 11 p
_ - p , Q 6
z 1. KEYED COMBINATION CURB AND
s = SIDEWALK WILL ONLY BE APPROVED
y T y a WHEN IT IS NOT FEASIBLE TO
CONSTRUCT MONOLITHIC COMMBINATION
J L 12" CURB AND SIDEWALK
J =L TYPICAL CURB
z (rY'PE VARIES) 2. ALL THREE OPTIONS SHOWN ARE
ACCEPTABLE. A TRAPEZOIDAL KEYWAY IS
NOT AN APPROVED ,OPTION.
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11=i
0 LTERNATE CURB JOINT
Z D 15" #3 OR #4
CD ° m REBAR SPACED
3' 0.C.
As required in
Off typical sections
Streetof construction
Street plans
i
Area
1 ' T—cut see
Surfacing note 1 )
Topsoil or as
directed Base Material
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6" Min bedding 6" 6"
below outside of
pipe bell 3/4" — 0" MIN MIN
crushed aggregate '
2' Min Trench
foundation
stabilization
if required
NOTE:
1. 1' T—CUT FOR PIPE ONLY PROJECTS.
2. JOINTS TO BE TACK AND SANDED.
3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION.
CITY OF TIGAAD APPROVED BY. NO SCALE
OREGON MICHAEL A. STONE, P.E. TRENCH
ENGINEERING DIVISION DWG. NO.
PUBLIC WORKS DEPARTMENT CITY ENGINEER
]3125 S.W.HALL.BLVD. BACKIFILL
^O
223 JANUARY 2013
Vol CE:(503)639-4171 vx
FAX: (503)684-7297 APPROVAL DATE
TIGARD,OREGON 97
STANDARD CAST IRON NON—SHRINK GROUT
FRAME AND COVER
DRAWING N0. 510
STANDARD MANHOLE
GRADE RING
4" MIN.
FINISH GRADE
` . L
WATERTIGHT PIPE PLUG
WITH STOPS
°o
>�•; PROVIDE 3/4"-0 FOR A
2" MIN. CLEARANCE MINIMUM OF 6" AROUND
CLEANOUT
6
MIN.
1" MIN. OVERLAP
u o"
SOB°r
o:re,
,a
e�• e4 � ._ ._ � .c _ moo, '^ ^�\�
CONCRETE ENCASED
3/4"-0 BOTTOM OF WYE
FOR PLASTIC PIPE 3/4"-0
NOTE:
1. CONCRETE ENCASE ENTIRE WYE SECTION AND 45 BEND IF CONCRETE PIPE
°
2. STAND PIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING 8" PIPE.
MAINLINE GREATER THAN 8" SHALL HAVE A 8" STANDPIPE.
STANDARD CLEANOUT C1eanWater Services
DRAWING N0. 500
REVISED 12-06 Our commitment is clear.
3/4" SQUARE
A A B B
a o
0 E I ❑
a ❑ P a ❑ D
S
\ Q ❑ s a ❑ �
0000 ❑
Q11D
7/8"
6 SECTION B-B
f 9�
18"
SECTION A-A
NOTES: —_
1. Y4.. ALLEN HEAD BOLTS
1" LONG RECESSED.
2. ALL PERMANENT CLEANOLITS
TO HAVE BOLT DOWN COVERS. —
3. MATERIAL SHALL BE GRAY
CAST—IRON, ASTM A-48,
CLASS 30.
6"
DETAIL
CLEANOUT FRAME
AND COVER CleanWater Services
DRAWING N0. 510
REVISED 12-06 Our commitment is clear.
PLAN
PROPERTY LINE OR
UTILITY EASEMENT
PIPE SIZE AS SPECIFIED SECURE 2X4 IN PLACE
AGAINST PLUG W/ BACKFILL
TO PREVENT PLUG BLOWOFF
STORM OR SANITARY
SEWER MAIN
NOTES:
1. FOR NEW CONSTRUCTION ALL SIDE SEWER AND SIDE STORM PIPELINE
CONNECTIONS TO 8" AND 10" MAINS SHALL BE WITH FACTORY
FABRICATED "TEE" FITTINGS UNLESS OTHERWISE APPROVED.
2. PIPE MATERIAL SHALL BE ONE OF THE FOLLOWING
A. PVC ASTM-3034, ASTM—C-900
B. CONCRETE ASTM C-14, CL2 2X4
C. DUCTILE IRON CLASS-50
STORM ONLY T
D. A-2000 PVC ASTM 949 T1
E. PVC RIB MEETING ASTM D 1784 12"
F. CPP MEETING AASHTO M252
3. ALL PIPE SHALL BE COLOR CODED:
—GREEN FOR SANITARY SIDE SEWERS
—WHITE FOR STORM SIDE PIPELINES MIN
36" LLJ
M
a
12" HEIGHT
4HOIGHT: TOTAL LENGTH OF 2X4 GROUNDT# AS SHOWN ON APPROVED SET OF PLANS SURFACE MAGNETIC >
MIN2X4 ARKINGS TO FACE STREET TAPE v�
36" LOT# x
N
COLOR CODE SURFACE
(GREEN-SANITARY)
(WHITE-STORM)
LABEL MAGNETIC TAPE WITH BLACK LETTERING Z
GROUND SANITARY: "CAUTION SEWER BURIED BELOW." J
STORM: "CAUTION STORM DRAIN BURIED BELOW."
PLACE 18" ABOVE TOP OF PIPE AND AGAINST 2X4. a
/ o
PIPE
PLUG
1 a" 0
0
°� ° °
°00�
OoOoo
00
o° o °00°000 000
o° O° 0 MINIMUM SLOPE FOR 3/4"-0 PIPE ZONE
0°0 0880 6" PIPE = 0.010 MATERIAL AS SPECIFIED
OS 000 ®O°d ° 4" PIPE = 0.020
0°0 8 0 0
SUPPORT TEE WITH
BEDDING GRAVEL,
MINIMUM 2'0" WIDE ELEVATION
SIDE SEWER / SIDE STORM Clea � .
nWate� Services
DRAWING N0. 520 REVISED 12-06
PIPELINE Our commitment is clear.
L—j I1. PVC HUB SHALL CONFORM TO ASTM 3034, SDR 35 DRIVE INTO CENTER OF
RUBBER SLEEVE AFTER SLEEVE IS PLACED IN HOLE.
2. STAINLESS STEEL BAND SECURES UPPER HALF OF RUBBER SLEEVE TO THE
PVC HUB. STAINLESS STEEL BAND SHALL BE 300 SERIES, 5X6" BAND WIDTH,
CADMIUM PLATED CARBON STEEL, AND ATTACHED WITH HEX HEAD SLOTTED
SCREW.
3. COMPLETE RUBBER SLEEVE INCLUDES A MOLDED SEGMENT THAT HOLDS IT IN
PLACE.
1
3
2
. o
► 4 Q e ►
Y
.35 MINIMUM WALL THICKNESS
NOTE:
1. ALL INSERTA-TEE HOLES SHALL BE MACHINE DRILLED AND CORED.
2. INSERTA-TEE ARE ALLOWED IN NEWLY CONSTRUCTED SEWER MAINS 12" AND
LARGER INSIDE DIAMETER (I.D.).
3. SEWER MAIN SHALL BE TWO SIZES (NOMINAL I.D.) LARGER THAN THE INSERTA
-TEE.
4. HOST PIPE SHALL BE MINIMUM .35" WALL THICKNESS.
I N SER TA- TEE
aeanWater Services
DRAWING NO. 530 REVISED 12-06 Our commitment is clear.
• •STRAP RETAINER PVC SADDLE (TEE)
RIDGES
RUBBER GASKET
1
- = T
INSTALL PER
NOTE #7
STORM OR SANITARY STAINLESS STEEL
MAIN BAND
NOTES:
1. INDEXED PVC GASKETED SADDLE SHALL CONFORM TO ASTM 3034 SDR35.
2. PVC COMPOUNDS SHALL CONFORM TO ASTM D1784 WITH CELL CLASS OF 12454—B/C
OR 12364—C.
3. ALL ELASTOMERIC SEALS (RUBBER GASKETS) SHALL CONFORM TO ASTM F477.
4. INDEXED PVC GASKETED SADDLE SHALL BE INSTALLED WITH RUBBER GASKETS
APPROVED FOR THE SEWER MAIN WALL CONFIGURATION (PROFILE OR SMOOTH WALL).
5. STAINLESS STEEL BANDS SHALL BE 300 SERIES, %6" BAND WIDTH, CADMIUM PLATED,
CARBON STEEL, AND ATTACHED WITH HEX HEAD, SLOTTED SCREWS.
6. INSERTION HOLE SHALL BE CORE DRILLED.
7. INDEXED SADDLE SHALL BE INSERTED A MINIMUM OF Y4" FROM OUTSIDE WALL OF
HOST PIPE AND SHALL NOT PROTRUDE BEYOND THE INSIDE WALL OF THE HOST PIPE.
INDEXED PVC GASKETED
SADDLE aeanWater Services
DRAWING NO. 540 REVISED 12-06 Our commitment is clear.