HomeMy WebLinkAboutCO 1 CAG-18-240, CO#1-19
Community Services
Facilities Division CONTRACT NO: CAG- B18002996 CO NO. 1
CONTRACT CHANGE ORDER(CO) PROJECT TITLE: CITY OF RENTON PW-SIGN SHOP EXPANSION
TO: OPTIMUS CONSTRUCTION (CONTRACTOR)
The following mutually agreed to and Owner approved Change Order Proposal(s)are hereby incorporated by reference into
the contract.
Description Amount
COP: $ 9,110.94
CHANGES TO SIDE SEWER. SEE ATTACHMENT $FOR REFERENCE. $ -
CONTRACT SUM:
C NO CHANGE
C INCREASE OF: $ 10,022.03
DECREASE (WASHINGTON STATE SALES TAX INCLUDED)
CONTRACT TIME:
LI NO CHANGE
C INCREASE OF: 0
I✓ DECREASE CALENDAR DAYS
The foregoing amount covers everything required in connection with the change.All other provisions of the contract remain in full force and
effect.
CONTRACT SUMMARY(Internal Use Only)
ORIGINAL CONTRACT SUM $ 627,386.03
PREVIOUS ADDITIONS/DELETIONS $ -
PREVIOUS TOTAL $ 627,386.03
CHANGE AMOUNT THIS CHANGE ORDER $ 10,022.03
REVISED CONTRACT TOTAL $ 637,408.06
PERCENT TOTAL CHANGE FROM ORIGINAL 1.60%
NOTICE TO PROCEED DATE January 1, 2019
PREVIOUS CONTRACT CALENDAR DAYS
PREVIOUS SUBSTANTIAL COMPLETION DATE anuary 1, 2019
REVISED CONTRACT CALENDAR DAYS THIS CHANGE ORDER 0
./� CURRENT SUBSTANTI L COMPLETIO J a 1, 2019
111, t -3 _/I/?
Architect Ackno I L'�`
dgement ate Contractor Acknowle gem t Date
The City of Renton hereby accepts the foregoing Change Order Proposal(s).This formal acceptance constitutes a Change to the contract only
when authorizing signature is affixed.Invoices incorporating this Change Order constitute acceptance by the Contractor as total
reimbursement due in connection with this Change Order.
7// //t
AUTHORIZIN IGNA RE DATE
S
P -1
PROPOSAL and CONTRACT
8812 CANYON ROAD EAST • PUYALLUP,WA 98371
Telephone(253)535-2590 • Fax(253)535-2746 • www.asphaltpatchsystems.com
Attention Cell Phone Email
Ricky 206-778-5838
Contracting Party Telephone Date
Optimus Construction 206-243-2000 6-3-19
Address Job Name
Renton Sign Shop Expansion
City,State,&Zip Job Location
City of Renton
We hereby submit specifications and estimates for:
Additional Patching on Finished Grade Prepared by Others: (approximately 60 square feet)
1) Patch trench 2'X 30'with 4" of HMA Class ' "
Quote:$1,000.00
Thanks,
Doug looker
253-219-1149
doug@iasphaltpatchsystems.com
All engineering,permitting,layout,and landscape restoration to be completed by others unless otherwise
specified.
*AH priees arc based on 2"depth and one mobilization unless etherwiseneted,
StanJa�J rie*ee)
,planing;trafficseet-Feirpeneits-rberidifig
*Pr subject to change upon if scope is increased.
The contract price is only good for 30 days and is
arc not the fault or responsibility of the contractor.
ACCEPTANCE OF PROPOSAL: I as the Not
terms,and conditions are satisfactory and arc hereby accepted. You ate
Asphalt Patch Systems,Inc.Representative Approved Customer Signature
READ NOTICE ON BACK.
ARMS 4i.GONDMM ONS
DISPUTES AND REMEDY«_I4 any dispute arises between the parties,the parties will make a
resort to litigation.Asa condition precedent to any claim in
complete the ^ �nnot be resolved between the parties,then-either-party may
contractor a reasonable opportunity____..�_ .I€,a
file suit in an-appropriate court of jurisdiction.If suit is filed in a Superior Court,the dispute will be decided according to the mandatary arbitration
rules of the county in which-the Suit is filed, in dispute,and ach the dollar lints currently in effect
arbitration rules of the county in which suit is filed.The arbitrator shall
validity and enforceability of a lien.The parties each waive their right to file d
in Superior Court an the
arbitrator's award-as final and-binding.In the event a dispute-arises and-either-party-seeks and receives legal counsel for which a fee is charged,the
in all cases be awarded his fees regardless of whether the dispute is resolved through
settlement or arbitration.
completion of job,the contractor and-e stomer shall jointly inspect the work and a single list shall be-prepared
identifying all work to be completed or corrected.There shall list incorrect,and the
list shall be-signed by the-customer-and given to the contractor.The-contracter shall t'en e e'do sl all
is responsible under the terms of ' •
performance or completion this agreement,nor shall the customer claim a
completing any iteem stated on the writ« h lists nor shall
shall have first given reasonable notice or list referred to above.If the customer does contract
with an alternate contractor to perform the pickup work or
to the contractor to do so,or if the customer commences
customer then agrees to accept all work"as is"and thereby waives any claim
warranty claims,Fen correction of list,any retainage or amount
final payment shall be paid within the next three days to the contractor.
WARRANTi�The contractor,Asphalt Patch Systems,Inc.,warrants that all work will be performed in-a
there will be ne defects in workmanship and will by suppliers,manufacturer;-and
subcontractors to theextent-that-theauppliers-W-manufacturers-af-these-preaucts-provide a warranty.This
warranty is far a period-ef t5 months-from the lie.also warrants that it will perform all necessary labor
to repair or replace all defective work-at ne cost to the customer,and will expeditiously-act in
warranty of others,as stated above.Th4 ashy-errdcs } ,
expressed Be-implied warranties el frtncss,aieteheatability et habitability,It also-exclude;
personal injury loss.Asphalt atch Systems Inc.will net by
not substantially impair structural element.Any elai
filed in-a court of competent jurisdiction within 4 mpg peried.Any a br ach
of contract or is not se-filed within this-per-Mel-of-time shall by the
contractor does any-further-than what in terms of months or years from the date of contract.
This warranty is void ife person or company other than the contractor
.This
warranty is nontransferable.
DISCLAIMERS:Asphalt Patch Systems InE for thy, sting,,handling;er or toxic materials unless it-is
addressed in the specifications.We can wily Patch
Systems Inc.shall net-be liable fer damage faeIIity except that which is directly
attributable to negligence on the part of Asphalt Patch Systems Inc Asphalt Patch Systems,Ine,cannot be Soil
sterilization,if included in the-specifications,wIN be applied at rates specified by the manufact ph It o t h,Systems Inc.will not be
responsible for any subsequent ids which
Asphalt I\Itch Systems Inc.is registered with the State ASPHAPS000BP,as a
with the state a bond in the amount of$12,000.00 for the purpose of satisfying
breach of contract in the conduct of the contractor's business.The expiration-date of this contractor's registration is January 17th of each year.You
may contact the Washington State Department of Labor has,in
fact,been renewed.
bend is not for your exclusive use because it covers all work per armed by this contractor.The band is intended to pay valid
claims up to$12,000.00 thatnd ethe sto
may-withheld a as
retainage for a
will be completed as required by yeurcentract,
^lie of m als ed in your
or subcontractors is net paid liened to force payment and you could pay
. contractor is required lien release documents if you
request it:General information is also Labor and Industries.
I., ,
CONSTRUCTION RNO ❑EVELOPMENT INC
PORT OF SEATTLE
General Contractor Change Order Rquest
Date 4/24/2019
Project Name: City of Renton-Sign Shop Expansion cop# 1
PR#
Project# 2019-01 RFI#
Description: Provide&install complete side sewer per attached.
LABOR COST (OPTIMUS Work Force Only)
Employee Name Hr Rate Hour Extension Description
Journeyman $ 81.93 0 $ $ -
Journeyman $ 81.93 0 $ $ -
Superintendent Dick McCullough $ 84.38 2 $ $ 168.76
Labor $ 68.03 0 $ $
GC Labor Cost $ 168.76
P&022% $ 37.13
GC Labor Total Cost $ 205.89
MATERIAL COST
Material Cost
Suppliers Material Cost $ -
EQLIIPTMENT COST Small Tools Cost $0.00
Rental Equipment
Owned Equipment Equipment Cost $ -
SMALL TOOLS Material Equipment&Tools Cost $ -
OH&P@22% $ -
Material&Equipment Total Cost $ -
Backup documentation is Attached.
Subcontractors Cost
Name Item Sub-Profit Subs Cost Less Profit
Precision Exc. $1,236.02 $ 5,618.25
Asphalt Patch Systems $180.33
$ 819.67
$0.00
$0.00
$0.00
$0.00
Subcontractor Cost(less profit) 6,437.92
Subcontractor Profit 1,416.34
Subcontract Cost Total 7,854.26
GC Labor, Material&Equipment Total Cost $ 168.76
GC OH& P@22% $ 37.13
Subcontractors Total Cost $ 7,854.26
GC OH& PonSub@10% $ 785.43
GC&Sub's Total Cost $ 8,845.58
Insurance @ 1% $ 88.46
Bond@2% $ 176.91
Total Cost $ 9,110.94
-'RECISION
.' ExcAVATION
NORTHWEST, LLC
Change Order Proposal #01
Date: 4/14/19
Project: City of Renton Sign Shop Expansion
RE: Side Sewer Not Shown on Plans
Scope of Work
Sawcut and remove asphalt for new sewer line trench zone
Pothole&locate connection to existing
Install 4"gasketed SDR 35 PVC pipe and fittings.
Install 1 EA 4"cleanout.
Connect to existing sewer pipe stub
Prep for new asphalt.
Import backfill for trench line as needed
Exclusions
Bonds, WSST,fees,permits;surveying,layout;compaction/materials testing
Excavation,disposal,and replacement of yielding or otherwise nonperforming soil
Water pumping/filtering/treatment/storage
All work associated with hazardous/regulated material
Excavations over 4' in depth
Work inside existing buildings
Removal of pavement markings;asphalt planing/grinding
Installation of:concrete,asphalt,pavement markings, trench drains, fencing,signage
Change Cost Proposal Amount $6,854.26
1Il .t s ;
Side Sewer not Shown on Plans Summery Report
Description QTY UNIT Direct Cost
Demo Asphalt 1 LS $ 1,102.78
Pothole Connection 17 TN $ 294.81
Install 4" PVC Pipe & Fittings 35 LF $ 3,089.54
Install Cleanout 1 EA $ 303.41
Connect to Existing Sewer 1 EA $ 326.81
Prep for New Asphalt 1 LS $ 439.06
$ 5,556.41
Cost Breakdown With Mark-up
Total Labor $ 1,509.07
22% Labor Mark-up $ 332.00
5% Small Tools $ 75.45
Total Equipment $805.28
22% Equipment Mark-up $177.16
Total Materials $2,419.55
22% Material Mark-up $532.30
Total Subcontractors $822.50
_ 22% Sub Markup-up $180.95
Grand Total $ 6,854.26
Side Sewer not Shown on Plans Direct Cost Report
Description QTY Unit Labor Equipment Materials Sub Totals
Demo Asphalt 212 SF
Operator 72.63 0.5 HR 36.32
Pipe Layer 56.78 0.5 HR 28.39
Laborer 55.74 1 HR 55.74
Cat 308 Excavator 91.66 0.5 HR 45.83
Crew Truck 18 0.5 HR 9
Export Asphalt 21 5 TN 105
Saw cutter 750 1 L5 750
Trucking 145 0.5 HR 72.5
120.445 54.83 105 822.5 1102.78
Description QTY Unit Labor Equipment Materials Sub Totals
Pothole Connection 1 EA
Operator 72.63 1 HR 72.63
Pipe Layer 56.78 1 HR S6.78
Laborer 55.74 1 HR 55.74
Cat 308 Excavator 91.66 1 HR 91.66
Crew Truck 18 1 HR 18
185.15 109.66 0 0 294.81
Description QTY Unit Labor Equipment Materials Sub Totals
Install 4"PVC SDR 35 45 LF
Operator 72.63 4 HR 290.52
Pipe Layer 56.78 4 HR 227.12
Laborer 55.74 4 HR 222.96
Cat 308 Excavator 91.66 4 HR 366.64
4"SDR Pipe&Fittings 5,34 45 LF 240.3
5/8 Crushed Minus 28.85 40 TN 1154
Export Spoils 21 28 CY 588
740.60 366.64 1982.30 0.00 3089.54
Description QTY Unit Labor Equipment Materials Sub Totals
Cleanout 1 EA
Operator 72.63 0.5 HR 36.315
Pipe Layer 56.78 0.5 HR 28.39
Labor 55.74 0.5 HR 27.87
Crew Truck 18 0.5 HR 9
Cat 308 Excavator 91.66 0.5 HR 45.83
Fittings 32 3 EA 96
Cleanout Ring&Cover 60 1 EA 60
92.575 54.83 156 0 303.41
Description QTY Unit Labor Equipment Materials Sub Totals
Connectto existing line 1. .._.
Operator 72.63 1 HR 72.63
Pipe Layer 56.78 1 HR 56,78
Labor 55.74 1 HR 55.74
Crew Truck 18 1 HR 18
Cat 308 Excavator 91.66 1 HR 91.66
Fittings 32 1 EA 32
185.15 109.66 32 0 326.81
Description QTY Unit Labor Equipment Materials Sub Totals
Prep for new asphalt 212 SF
Operator 72.63 1 HR 72.63
Laborer 56.78 1 HR 56.78
Labor 55.74 1 HR 55.74
Crew Truck 18 1 HR 18
Cat 308 Excavator 91.66 1 HR 91.66
5/8 Crushed Minus 28.85 5 TN 144.25
185..15 109.66 144.25 0 439.06
Labor Equipment Materials Sub Totals
1509.07 805.28 2419.55 822.50 3556.40
- 1
ADDITION
TRENCH i
DRAIN PROVIDE NEW CLEANOUT,
VERIFY TYPE AND LOCATION
WITH PUBLIC WORKS
SWEEP
PER CITY
STANDARDS
PROVIDE 4"ASTM 3034 SS LINE
TO CONNECT TO EXISITNG SS
AT CLEANOUT
VERIFY LOCATION AND
DIMENSIONS
EXISTING PROVIDE ASBUILTS
VEHICLE BAY
INVERT AT EXISTING
CLEANOUT
APPROX 48"
SWEEP
PER CITY `,
STANDARDS ':1
REPLACE
EXISTING
EXISTING BROKEN
6"LINE CLEANOUT
RENTON SIGN SHOP CHANGE AT SEWER LINE
N ��- SCALES 1i8 -1-0'
RECESSED Not to Scale
LIFT POCKET
t j 3/4" LETTERING "SEWER" 2�-0., FRAME
---
DIAMETER 2'-0"
1 [
iTt - t i _ r i
SEWER Q (2) BOLT SOC. (ALLEN HEAD) e=-,vz -7iiii- •Gi
5/8" — 11 X 1.5 STAINLESS ..; / ' '/
t t t I STEEL 0
REF. PART #00981177 '! • ri•
t t t ;
- um 1-3/16"
" 8" CLASS "B", 10-1/2 - SANQ OR
5/8" (IIIII7
\' ASPHALT EXPANDABLE
FOAM
1/4 12-1/2 I
J— 1"
V \�\������\t��\������M -r1-1/8"
7
2-1/4" BOLT DETAIL
45' (1/8) BEND
11 14"
12-3/4" '11
1-1/8" 8" •*P-
,-P
4G
11" 4,
12-1/4" -2-
oJ
CAST IRON RING AND COVER (P. PIPE MATERIAL AS SPECIFIED
Gi' BY THE ENGINEER
--,,,`' 45" (1/8) BEND
NOTES:
1. 8" AND 6" CLEAN-OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3698 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'-0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER,
z Y °, STD.PLAN-403.1
PUBLIC WORKS DEPARTMENT W' OR 6" CLEANOUT APPROVED
FOR SANITARY SEWER MAIN &4(44131/9/19MIL /14-4,6
ON'
- W (SEE NOTE 7) LIMITS OF PIPE ZONE
/ . / f/ / //
BEDDING MATERIAL FOR ,-, //.;/ �
SANITARY SEWER PIPE f /'/
/ %% / O.D. OF PIPE
(SEE NOTE ) /; ��' j/
FOUNDATION LEVEL '//, �';,/!
A/://'
:,/"/// ,•,/,;/;,',/ , A
BEDDING FOR SANITARY SEWER PIPE
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE
STANDARD SPECIFICATIONS.
5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)'
OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL.
6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECIFICATIONS.
01`"'cr STD.PLAN•405
0PIPEPUBLIC WORKS
BEDDING APF OVEP.
4
r� DEPARTMENT
FOR SANITARY SEWERS J11J h4
F tJiO•
, hek www OATS
--- EX. SEWER MAIN
PROPERTY LINE
-SPOOL (LENGTH AS NEEDED) ?
1
o3'-0" 1
6" SEWER STUBE I FUTURE 4" SIDE SEWER
CC
f2"x 4" STUD MARKING POST PAINTED
SEWER MAIN TEE X 6" TEE I 6" CAP 1 WHITE WITH THE WORD "SEWER" STENCILED
IN 3" HIGH BLACK LETTERS AND #6 WIRE
i 1 WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD.
COUPLING (TYP.) a I
tI
o •
(-6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
_ ( (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR
APPROVED EQUAL, SPECIFY "SEWER" ON LID),
I (SEE STD. PLAN 403.1 FOR INSTALLATION)
r�
_-�
4___I JM EAGLE THREADED CLEAN-OUT ADAPTER HUB
BEND AS- & PLUG (OR APPROVED EQUAL)
REQUIRED
EXISTING SANITARY
SEWER MAIN ---2.0% MIN. SLOPE :3
FUTURE 4" SIDE SEWER
\-6" SEWER STUB 6"X6"X6" WYE FUTURE 6"x 4" REDUCER
SEWER MAIN SIZE X 6" TEE
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN
A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG-BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG-BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
C. PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE-DRILLEO WITH A ROMAC SADDLE
(OR APPROVED EQUAL).
D. DUCTILE IRON MAIN - CORE-DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK-OUTS OR THE STRUCTURE
SHALL BE CORE-DRILLED.
t
3000 PSI MIXVhN
CONCRETE
BLOCKING ‘1k M
25 0 tb‘0
04.
(73, C 11' 27G MIN SLOPE
6"
TEE HORIZONTAL
6" MIN. SEWER MAIN `SEWER MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN BETWEEN 25' AND 45' TYPICA I__SIDF_SFYF$
NOTE; UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY UNE OR 3-5'
LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
STANDARD SIDE SEWER STD.PLAN-406.1
,•.� PUBLIC WORKS INSTALLATION APP VEO.
3j1 DEPARTMENT ,J }/
y „ O's (SEWER MAIN TO PROPERTY LINE) del � `
r.1+s Ma+ka�mi OA
R f.,5 Is i-i 4 E_ EL ACCC,;-`-r7LiSi.'17D •
BY 3f ii ANf, AN 4 Yli'E. '4',II i 1,,E.4.N.r;i
.-•0 dr r„fif. i iry;:f 4 i., RE IvOS SH AI i
Hits dis OUP,rf.1, I4J1,It -,, A:CU'!ACI.I.,-.: I11,,F
C,i.Aillr..1L iffr DIPPC.fie.ff Cif C.RADE 'i, 45 EEN2- r's'i,L1 PI rf,C I,,i,.. RECIJ,,,E: A ScRf ACL \ i;i11-i.It 1,1)1E 1') 1
11..11.,EAtIOUT 1,',11f1:-. (SEE N11.)7f," 11, ,,, i
hs,
- ,
',MUSE f iRo5.1 IOt I Ht-
!ii t P,: • a i et i 7 f •• , i i.f.._ ', . - ' -11 1'. - • i
_;. _
4' SEWER 4ictE ' 1
i
StriAr ACE_ CLE1-0.,CUl - / , -; -'-' ' '''''--- ,/ IT 1Pi.....eL.; •
Pi913, SEE PICriES 2 611:f.6. WYE •• ,,,I ' U ,,V likl AND 3. filiff iff Of 1 LINE EIZE FOR
ispi S1f10 49 AN - 40,';\, 1
PROPER IN L'NE [ PROPEPly ...if.r.E:
11Ci1Lf-11 T
0:t,i11. 1111 1 ,\\,,, 11TYPIC1-1111
1‘,',a • , ,.,.
fdf r.f,i Et '-- b ,i, 4 tst i.e..,:•...1 q .,.,,
1.fir1• f1'1 i AT---11 (1 triet3A:.) f". 1
tif Ai ki SL'AJEF LINE
i..., x..
1\!P'i • r- C:.
I— H
ir 7,7 ING Ci SPF.IAPS ANY Fl\Tier H A VI N C 1 'r'-' i.., ta, in.sfailodo, of c spe,itoet sefwEr cote-is:A:lion, b side-se wor
00D ,Ir.VE L Fr it4S L OCA A1 .,E O ER 114,I iOts pet'mit eient most be chos,,,,,,i ',on-, the C't,,, of Renta, le..b.Itt Yiforits
,,, M.1,,N)H.O C ,,, OA THL tr
PuB_IC. SEVrEP SrETEM, 4 BACIA,FLOY PREI3iENTION Depor
DEVICE ASCII AS CIE AN CHECR EXTENDABLE
..' 9 ilArKw;,.lie' 'AA.L VP CR APPROVED ABUSE 'tii'A.I.I. 9E 2. 1 ypes of oirre and fittings ;had co, be t serf tor sr2nil cry 0,,,weis
]N"--,1,1,,,_LEL1,. ::?,hal1 he hpproved b, 1.1-1E. Depo,ii-iiiir!. of Fug Works Rubber or
cr.
4" FLEXIBLE f;011P-LIrd0 (EF RNCO AR EOCAL'i r,coorene cc:hi.kehs ,.. : spec,Ho by the --,ou,fac I u-ef, ,hal, b€
\ \ Z 0 u-,,,drrom oracle of 221 (1/4" per foot.) met be inern tug ee
fef ,. s' U.19'ACE CLEANCiti I
iF„ •
\ 4-r: 4""4' VirE: ,,tit.h 41' pipe I, I he event a 2% et'ace cannot be n-,c,r,toinel, the
,
owner most sign o City at Renton grgoc releose form and t.nun
! •.
ce.:J Ustal: A Wort: of d ty.t.-du of IA
PLAN
ltdir DV; i:),RA;N! FOR4 Far inspection of a cu sewer, ccii 24 hours ir, ddvorlie.o ;fie
,..C.IAI E.LEVA ON HOUSL inspection phone nt.,0bc,,, i,F, 0,, th,, side sewer permit Ate
'Cool ;re ready fof tn sD,z.:t ion and repfesentetif.e on site when
rnsbeetof orriveb at cocain tea trete. Side sewer and slut> Ccffl
Di, tested per City specifications Iv'afie the connection ot the
MAIN 10 PROPERTY LINE f.O'-0- 5*-0- housu Da, not ic adkiiii the oi f cn until opprovoi is (I've, by the
n--",FRC:PRT' LINE i FROV THE. HOUSE BU'LLIlfsiC DP!RN_1 ins:debtor. Fihoi o>prova! vidli be grantee oft er the eiitistind sestic
' 11 li SID( SI_WFR. Pli,LCINC SEMI P, 2'-6- 1 tank HIS been po,oped cut and filled with sanH d
i 1
i P3 .V
10.- "--0".,,,,,N----.1 1 km_.____...- 5. Inst di side sewer with 2' miromurn cover 15" cuve, 1'..: o-,ok,bd
1 - ---- el In,' house !if outiot is
shoilovr
1A- ,d1; -_74.:1 .1111:11.11.:111'..-'3 SI"BIN gel - TiTrx if --':
\f 1 / 1\ N \‘..,, \I
'. \ \ 1 6 if side sewer stub Its not c VCIICD16. The owner shall be
I „,
, . , 1f '1 d `ii 1 i I ' 1 responsible for- ,t 5 in 3 lc:diction per _stontiord arov:ing 406.1. Ali
--,i, 0.1 9'I' -Ai* -11 fr'i A- ''12.i ...i 1,2 •--; '11s '1,1'
, it. , >.„.,,, , ft,:,..„, a, work with7b st-eet right-of-woy shcil be dt..-,-,e by a ficcrised cad
i L., An,;3-0 i:f.";.:1 f1-7 1'-j•- ,g-',' i-, ''' z :.c-1-f -0 -n 4f.-in , :- v1 bonded c asitsciA tor
,2 F,1,2,_,- :;-_,, 4,..=6 4`.. , :5;1>,',P, ;5,, .c.'.
2 rn ., 2 i; ,i'r---o P--. ,,,c7- - ,ri ...7 x: .r..1-6 o?5 r.t
0 ; :r, ,x, _ . t„, 7., p--.., ' .,,,. ',=-..; 1-..-...... ,, a A 71 , Ad work t.ifetili! ste bovsrppi.S'It."C ;,' ccr.ci-JilfiCe with twe 'Noshing t on
..d c 0 to_, ,..., „ft:,f7.Rf. 7 F.: be , r:4,7,,f,.., .e..„,re ;:p...,
r,c1i4str,c, Sofcty and: Hedito i-st irrif45.I.--ili)
- -4 r- a e, tA::...: --+..--, ,..- P5 de 2:
'1) H '"----,. (-), ...: '•'j:. r,C)
.,, ,g ,--) 0,
'LI,-7 CO
"'° • -.-.2, •'''2!i 7i. - CI 7; -t'.':.) ....a c:: c 5 PI trench resirorotrior tor side' sewers ro Inc rabic rich t-of--way
_., c, '.'E C ,? 7
a E'- '''.''''ACr- H i"-- r-) , 3, bed; ,:or born to trie most coefent trench restoration
,.,„,r--•. r,i-. 6,,14-I d f,C'
,.,:.:',-: fdt redurrements os in I he ken.ton Stan:bard Drawrogs
I a, * .....
re , cp, ..7.:.A,: 2. .(7'
r:
, , d)
to
9. i:,,!1 hi'Or g sewer Und aide- sewers anal' nave briddidiro is it i113 2)e.fr, i
- f H C_,..„1 n ; as c.ordonce with std,dare, arcwrac 405
--:>,
rrb
'2f-c H e rfd IC !here shall be a minimum IC foot fidri7or,tal separation net?:eer-
-6 11 sonitar y side sewbrs and water •.,erv•',:;ez m mm ono a iniu C rout
,orizohtd seporalion between sceitory sfde sewers and all ,ilhet-
r7n3 141''''' Utilities.
PC Tife deancuf f.",-. the Riuht-o"-Way sho be ,hEtoFec per
Cftl, 1 r-----OR 1 ocATioNc 9RTOP.,;-. YOU [AC Stor.dord Plan 4,07 The czcanout at the build;-9 ..,i-,01 r..:-t.
481-1P ! CCATORc. 1-800 '424-5555 riste!:ecl to s:Jrfocr--,: C,Odb. Ali Cher deur-outs shall to irstciIc-a
to ir.,Ifhin 12° of the tirf-,,-;,e-e,
, TYPICAL BUILDING SEWER STD. PLAN — 406.2
L5
PUBLIC WORKS 1
FROM PROPERTY LINE TO
2,;!iiiiNt . DEPARTMEN'r
„..; BUILDING CONNECTION AUGUST 2013
R/W
SURFACE CLEANOUT WITH
CAST IRON RING AND COVER `1
(EAST JORDAN IRON WORKS PRODUCT NO,
00367502 OR APPROVED EQUAL. SPECIFY
"SEWER" ON LID), (SEE STD. PLAN 403.1
FOR INSTALLATION)
I I
T^J �_ Ai EAGLE
L-""-J THREADED
BEND AS--'''Ar'' CLEAN-OUT
EXISTING 6" SEWER STUB REQUIRED ADAPTER HUB
(REMOVE TO RNA PLUG OR
EXISTING SANITARY SEWER MAIN
APPROVED EQUAL
/-
(REMOVE) _ ---_ - 40
` r——_
_ 6"X6`X6" WYE
6"x 4" REDUCER
BEND AS REQUIRED EXISTING 4" SIDE SEWER
(NOT TO EXCEED 45)
Ot PROPOSED 6" SEWER STUB
N-SEWER MAIN SIZE X 6" TEE
PROPOSED SEWER MAIN
NOT TO SCAt t:'
'Y 0, STD.PLAN-407
PUBLIC WORKS TYPICAL SIDE SEWER CONNECTION A e,
DEPARTMENT FOR SEWER MAIN REPLACEMENT P
'7,iQ . •
De
+as.woo. m. '!. ATE J.