HomeMy WebLinkAboutR-1995-117 Sanitary Sewer ImprovementsRESOLUTION NO. R-95- 1 17
A RESOLUTION authorizing the City Manager and City Clerk of the City of
Yakima to execute an Agreement for Sanitary Sewer
Improvements and Funding between the City of Yakima and
Yakima County regarding sewer construction on North 96th
Avenue.
WHEREAS, the City of Yakima desires to install new sanitary sewer along
North 96th Avenue from approximately 440 feet south of Summitview Avenue
south to Tieton Drive as part of improvements to North 96th Avenue by Yakima
County; and
WHEREAS, Yakima County is agreeable to perform and complete said
sanitary sewer improvement project subject to the terms of the attached
Agreement for Sanitary Sewer Improvements and Funding; and
WHEREAS, the City Council deems it to be in the best interest of the City
to enter into said Agreement with Yakima County, now, therefore,
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF YAKIMA:
The City Manager and City Clerk are hereby authorized and directed to
execute the attached and incorporated Sanitary Sewer Improvements and
Funding Agreement with Yakima County.
ADOPTED BY THE CITY COUNCIL this aa``-- day of , 1995.
ATTR: Mayor
City Clerk
lap/city utilities/city county 96th ave sewer k 8/17/95 2:01 PM
AGREEMENT FOR SANITARY SEWER IMPROVEMENTS
AND FUNDING
THIS AGREEMENT is entered into between the City of Yakima, (hereinafter the
"City") whose address is 129 North 2nd Street, Yakima, Washington, 98901, and
Yakima County, Washington, (hereinafter the "County") through its Public Works
Department whose address is Room 408, County Courthouse, 128 North 2nd Street,
Yakima, Washington, 98901.
1. RECITALS.
1.1 The County intends to construct a road improvement project known as the
96th Avenue Improvement Project: Summitview Avenue to Tieton Drive, (hereinafter
"the Road Project").
1.2 The City wants to have sanitary sewer lines (hereinafter "the Sewer
Project") constructed at certain locations within the limits of the Road Project.
The location of the Sewer Project is shown on Exhibit 'A'.
1.3 The County and City agree that having the Sewer Project constructed in
combination with the Road Project is mutually beneficial.
1.4 The City has determined that it is in its best interest to provide
funding for the Sewer Project and to allow Yakima County to do the construction.
1.5 The Yakima County Engineer has determined that it is in the best
interests of the County that the Yakima County Public Works Department contract
for the construction of the Sewer Project within the same construction contract
as the Road Project.
NOW, THEREFORE IT IS HEREBY AGREED:
2. THE CITY SHALL:
2.1 Provide the design, details, specifications, and estimate for the Sewer
Project to the County.
2.2 Review the County's final contract plans and specifications and provide
written approval of the Sewer Project plans and specifications to the County
before the advertisement of the project.
2.3 Review construction bids provided by the County and provide written
notice of approval or disapproval of the Sewer Project bids to the County before
the award of a construction contract. Written notice will be provided to the
County no later than five working days following opening of bids.
2.4 Review and approve all Source of Materials submittals regarding the
Sewer Project.
2.5 Provide all on-site field inspection for the construction of the Sewer
Project except those services to be provided by the County identified in items
Agreement for Sanitary Sewer Improvements and Funding Page 1
3.5 and 3.6 of this agreement. The field inspection will be consistent with
Sections 7-17, 7-18, and 7-19 of the Washington State Department of
Transportation's 1994 Standard Specifications for Road, Bridge, and Municipal
Construction.
2.6 Prepare a monthly progress estimate of quantities used on the Sewer
Project using the bid item schedule for the construction contract. The progress
estimate will be provided to the County no later than the 5th day of each month.
The progress estimate will include all work completed through the last day of the
previous month.
2.7 Upon review and approval by the City of the amounts charged, provide
monthly progress payments to the County for work performed on the Sewer Project
by the contractor. Progress payments will be made to the County no later than
the 20th day of each month. The progress payment shall be based on the progress
estimate provided for in item 2.6 of this agreement.
2.8 Upon review and approval by the City of the amounts charged, provide
a final payment to the County for all costs reasonably incurred by the County
that are directly related to the Sewer Project. These costs shall include actual
sewer construction costs made to the contractor, County personnel labor costs for
time reasonably spent on the Sewer Project work, and material testing expenses.
Final payment shall be made to the County no later than 30 days after the City
receives a reporting of final costs from the County.
3. YAKIMA COUNTY SHALL:
3.1 Incorporate the City's Sewer Project design, details, and
specifications into the County's Road Project. The Sewer Project construction
bid items shall be listed under a separate pay schedule within the contract
documents.
3.2 Provide a copy of the final plans and specifications for the
construction project to the City Engineer for his review and approval before the
advertisement of the project.
3.3 Provide a copy of the bid results to the City Engineer for his review
and approval before the award of a construction contract. In the event the low
bid for the sewer construction schedule is in excess of the City Engineer's
estimate and the City wishes to disapprove the bid for award, the County will
reject all bids and discuss with the City when and how the work will be rebid.
3.4 Provide copies of all Source of Materials's submitals for the Sewer
Project to the City Engineer for his review and approval before use of the
materials on the project.
3.5 Provide field inspection and material testing of trench excavation,
trench backfilling, and pavement repair required for the Sewer Project.
3.6 Provide construction control surveying for the Sewer Project.
3.7 Make progress payments to the contractor.
3.8 Provide a report of final costs for the Sewer Project to the City
following completion of the construction contract. The report shall include a
Agreement for Sanitary Sewer Improvements and Funding Page 2
breakdown of costs incurred by the County.
CITY OF YAKIMA
Richard A. Zais, City Manager
Date Signed
ATTEST:
T61 J
City Clerk
City Contract No.
96 --
Authorized by City A cr /' 7
Resolution No. "(
BOARD OF YAKIMA COUNTY COMMISSIONERS
E. Hinojosa ,�y
of the Board CV%a-
Approved as to form:
Deputy rosec ang Attoreny
Agreement for Sanitary Sewer Improvements and Funding Page 3
96TH AV 1/,'NUE
SUMMITVIEW AVENUE TO TIETON DRIVE
ROADWAY CONSTRUCTION
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SHEET 2 - SUMMARY OF QUANTITIES
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SHEET 3 - DETAILS
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SHEET 5 - PLAN AND PROFILE SHEET
SHEET 6 - PLAN AND PROFILE SHEET
SHEET 7 - PLAN AND PROFILE SHEET
SHEET 8 - PLAN AND PROFILE SHEET
SHEET 9 - PLAN AND PROFILE SHEET
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Exhibit A
SUMMARY OF QUANTITIES
C 2494 - NORTH ANO SOUTH 961H AVENUE MPROVEMENTS
NO.
APPROMMATE
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ITEM
1
LIMP SUM
MOBILIZATION
2
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CRUSHED RNFADNG 70P COURSE
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SHORING OR EXTRA EXCAVATION CLASS 9
10
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CATCH BASIN - 30 INCH DIAMETER
11
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DRYWELL STRUCTURE
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PLAN STEEL CULVERT POE 0.064 NCH 111. 12 INCH DIA.
13
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14
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PVC OR (DEP PERFORATED STOW DRAIN PIPE, 12• DIA.
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ORAN ROCK
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CEMENT CONCRETE BARRIER CUR9 AND GUTTER
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19
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20
7000 HOURS
TRAFFIC CONTROL LABOR
21
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22
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R 2605 - NORTH ANO SOUTH 96111 AWM1E SANITARY SEVER CONSTRUCTION PROJECT
N0.
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5
2,370 L.F.
PVC SEWER PPE. 8 INCH DIA,
9
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7
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6
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ADJUST MANHOLE 70 GRADE
9
1300 TONS
SELECT BACCFILI (0.0.7.0.)
10
1100 TONS
PIPE REDOING
11
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PVC SIDE SEWER PPE. 4 INCH DIA.
SEM MANNOIE SECTION B -B
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PUIDUC WORKS DEPT.
96TH AVENUE
SUMMITVIEW AVENUE
TO
TIETON DRIVE
C 2494
RECOMMENDED BY:
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96TH AVENUE
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TIETON DRIVE
C 2494
..,.sig::....
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PUBLIC WORKS DEPT.
96711 AVENUE
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96711 AVENUE
SUMMITVIEW AVENUE
TO
TIETON DRIVE
C 2494
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SHEET 9 / 9
l
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96TH V
SUMMITVIEW AVENUE TO TIETON DRIVE
ROADWAY CONSTRUCTION
Th
YAKIMA COUNTY -�
PUBLIC WORKS DEPT. -1
96TH AVENUE
SUMMITVIEW AVENUE
TO
TIETON DRIVE
C 2494
PROJECT
VICINITY MAP
INDEX
SHEET 1 - COVER, SHEET
SHEET 2 - SUMMARY OF QUANTITIES
LEGEND
DETAILS
SHEET 3 - DETAILS
SHEET 4 - PLAN AND PROFILE SHEET
SHEET 5 - PLAN AND PROFILE SHEET
SHEET 6 - PLAN AND PROFILE SHEET
SHEET 7 - PLAN AND PROFILE SHEET
SHEET 8 - PLAN AND PROFILE SHEET
SHEET 9 - PLAN AND PROFILE SHEET
COMMENDED BY:
ROJECT ENGINEER
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NONE FIOR.IZ.
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REVISION:
COVER SHEET
r
�'XP!RES 8- ji4_
SHEET 1 / 9
i
SUMMARY OF QUANTITIES
C 2494 - NORTH AND SOUTH 96TH AVENUE IMPROVEMENTS
NO.
APPROXIMATE
QUANTITY
ITEM
1
LUMP SUM
MOBILIZATION
2
LUMP SUM
MAINTENANCE AND PROTECTION OF TRAFFIC
3
LUMP SUM
CLEARING AND GRUBBING
4
LUMP SUM
REMOVAL OF STRUCTURES AND OBSTRUCTIONS
5
7,730 C.Y.
ROADWAY EXCAVATION INCLUDING HAUL
6
7,050 TONS
CRUSHED SURFACING BASE COURSE
7
950 TONS
CRUSHED SURFACING TOP COURSE
8
2,320 TONS
ASPHALT CONCRETE PAVEMENT CLASS B
9
14,000 S.F.
SHORING OR EXTRA EXCAVATION CLASS B
10
15 EACH
CATCH BASIN - 30 INCH DIAMETER
11
7 EACH
DRYWELL STRUCTURE
12
375 L.F
PLAIN STEEL CULVERT PIPE 0.064 INCH TH. 12 INCH DIA.
13
80 L.F
PVC OR CPEP STORM DRAIN PIPE, 12" DIA.
14
680 L.F
PVC OR CPEP PERFORATED STORM DRAIN PIPE, 12" DIA.
15
160 TONS
PIPE BEDDING
16
900 TONS
DRAIN ROCK
17
4800 L.F
CEMENT CONCRETE BARRIER CURB AND GUTTER
18
2230 S.Y
CEMENT CONCRETE SIDEWALK, 4 INCH THICK
19
560 S.Y.
CEMENT CONCRETE SIDEWALK, 6 INCH THICK
20
1000 HOURS
TRAFFIC CONTROL LABOR
21
DOL.
ADDITIONAL TRAFFIC CONTROL LABOR (F.A. EST )
22
LUMP SUM
ILLUMINATION SYSTEM, COMPLETE
23
4 EACH
ADJUST MANHOLE TO GRADE
24
11 EACH
ADJUST VALVE BOX TO GRADE
25
7 EACH
MAILBOX SUPPORT, TYPE 1-S
26
2 EACH
MAILBOX SUPPORT, TYPE 1-D
27
1 EACH
MAILBOX SUPPORT, TYPE 2
610101 POST
PQ ST& SPECS
SECTION A -A
PLAN
SIDE SEWER CONNECTIONS
arTOE m61
R 2608 - NORTH AND SOUTH 96TH AVENUE SANITARY SEWER CONSTRUCTION PROJECT
NO.
APPROXIMATE
QUANTITY
ITEM
1
LUMP SUM
MOBILATION
2
LUMP SUM
MAINTENANCE AND PROTECTION OF TRAFFIC
3
200 HOURS
TRAFFIC CONTROL LABOR
4
DOL.
ADDITIONAL TRAFFIC CONTROL LABOR F.A. EST )
5
2,370 L.F.
PVC SEWER PIPE, 8 INCH DIA.
6
8 EACH
MANHOLE, 48 INCH DIA. TYPE 1
7
3000 L.F.
SHORING OR EXTRA EXCAVATION TRENCH
8
8 EACH
ADJUST MANHOLE TO GRADE
9
1300 TONS
SELECT BACKFILL (C.S.T.C.)
10
1100 TONS
PIPE BEDDING
11
630 L.F.
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`EXPIRES 1114/940
•
YAKIMA COUNTY
PUBLIC WORKS DEPT. -1
96TH AVENUE
SUMMITVIEW AVENUE
TO
TIETON DRIVE
C 2494
cDR'N.• LKB
CH'D: JTL
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REVISION:
J
SUMMARY OF QUANTITIES
LEGEND
MISC. DETAILS
SHEET 2 /9
96TH AVENUE
SUMMITVIEW AVENUE
TO
TIETON DRIVE
C 2494
{EXPIRES AUGUST 4,
DIRECTOR OF
PUBLIC WORKS
DATE.'
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R FOR 1111! AE FORT CONSTRUCTER. STAND/FO RATES
A O HALF PUFS TO E RACED AT ALTERMllN Ted
POSHO S•
• L MX( NEL OFRTx
9 111 ATF1MMEWLS
R. AT
MOSEL ISMO Ole AWL POW FROM TTP CF GREE
R MAC m A PONT AS URGED BY THE END EDL DE TOP
S• OF SACKER' OR EOSINS MARA& Ruoff OF A ENE
r it ..s? r+..RC:
.,
T ''--•' ` >.�!
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v ISOMETRIC
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ASPHALT SURFACING
1 III,
1
Mall
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—
A B
M Obs' run
NEM CNAENAr NpTN4
EE s~ FOR AMY NOTN.t
• iESEOFRAL DFC11ESAT4 20'd minim
• OOt16FON. °WwEMNY4 3O'd Mt•AlM
AS PROMO ,LIE COMP
• COMMDICIAL 0121/06125 MUST BE SEPARATED
try AT LEAST 20'-0" Cr Mu. HORD O P&
(ANY OEMATTOS MUST E APRIOED MY TIE COUNTY ENGINEER)
CEMENT CONCRETE SIDEKAIK
I
,
OWED wN7EMK. %MAME Fa Loss, ,NO E Immo
! AUSt:EJ SUP,C.0
JONI CONSTRUCTOR JONT
ZUpATHwy pIpI
IEOVI.Er C ER m ®TNI A
.�P ,.04F.:-
�= '� €
'EXPIRES a/t46/14/96, J(CPROMOBr
- -. _• _•••- • - - - - _ �+l
BARRIER CURB & GUTTER /
SECTION A -A
ASPHALT SIDEWALK RAMP
RESIDENTIAL DRIVEWAY APPROACH
DRIVEWAY DEPRESSION (YAK CO. S-1)
NOT TO SCALE
NOT TO KALE
NOT TO SCALE
SIDE 10 8C1TE NOts
MTH AS SPECIFIED DOD ..CRIT
NORA
RAMP TExRSMND e 0 E DOE PM
AN OPMBED LETIL ORATE PTA® fr
• AP) ROIOKD PROM TET ONOETE
TD LSAAR A MIR = PATRFN A. ./
SHOAL THE ME
MVaD PA770' H IORD wo.• OE PERM- ; /l ''''
MALL BE Wye OEEP R „C—IC T
oo
cups Russ ML MDT E POOMD
• INTEGRAL inti SIOETTMA OR OW • 09 �AspwMsM.
OROR. AND IT E •RAZED M ORETfSIOI.
i'JPMeOI men WTDB L OI Au
SDFS NFT NOT AT TIE ENO OF RMP RMP SOMME
AD:Awm+T TO THE ORE MEL
11.. .. . ...:
:..ii.; :-al
N:TAil r COSTAL
NO. B GROUND M=
2 EA NO. E LIGHTING
CONDUCTOR. (TYPICAL)
JJPoC110N BOK
PER
ply~�,L�
.�
RSTML 1• mew.
No. a GROUND AND
2 EA NO. a U6NINC
=MOTOR.(Tw+DAU
WM ®E
Cr >DEWA
STREET LIGHT
ir
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.
I
PLAN
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ORB
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•
.,\�;\y--_.•. �.. • -•• .:.
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4' THIO( SIDEWALK SECTION
ND 01Jf1ER
d_ _ _ .,
�_-ti' •'
(OtliN) lA1FiRK M�OWTr
` Ell; -----t{._-
—: f;f T• •_
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_
_ ,,: ;�-. -
:_;. =;. _ . :. `.
NOTE: CURB MLM CMENSIONS PK
TO BACK OF MIMIC .�_ p- :.-.
•N.
-•��•\
.//.
/�
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/�
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`` OWED LFA0116 TOP COME
1
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d TI M
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:. .'- ay
BAOS
�; 7
3/!P OPAFSON MINT (TIP.)
\ 1�
SECTION A -A
COLD MINr•�i
31NFApm
OOP
l- 'St�
•
•``�`�jj��N
;/.
I'
,OPE .• 2% , ' xstRs6 OMB
o
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AND GUTTER
yam�/*j/�‘<<<l•
/\ WORM r awPM'FD DEPTH
CRUSHED SURFACING. TOP COURSE
r TREK •DETRW( =ADM
PLAN
III
R•N A
�!
11010100.
CONDUIT TRENCH SECTION
WR COREROAI. R (ESOfHTAL OIRYE1tA15
SECTIMi B-8
NOTE FOR REELED MB a=ETwK MALE r Dam
CMT CONCRETE SIDEWALK SECTION
7HM R7AE. ESRCAILS L•MRI $ SCE
POPE.ACCEP AI IEaLESS No
AcmlRmlf f W=NX ALBS RMRt siYEt,
mom M= LOCATCN OF RIME RLL CBE(=
ON SIE COMMA (CROOMINUI GYRATION'
cups RAWL 274) M• sum. EE NID
STIW
ACO7P803 TO M PRD.ECT SIZE PLAN
A n PE COUNTY ENGINEER,
BaEaTRIC TUT
HANDICAP CURB RAMP LOCATION
NOT 10 SCALE
CURB AND GUTTER HANDICAP RAMP )WAIL
NOT 10 SCALE
1
1421 10 SICNZ RMDte
NM EMR 20 ROAM .LME
NOT 10 MLR
96TH AVENUE
SUMMITVIEW AVENUE
TO
TIETON DRIVE
C 2494
{EXPIRES AUGUST 4,
DIRECTOR OF
PUBLIC WORKS
DATE.'
R OMMENDED BY
OJEC NGINEER
tDR'N• LKB
CH'D: JTL
SCALE:
NONE
HORIZ.
NONE
VERT
REVISION.
DETAILS
SHEET 3 /9
4
..,-..3:,...,
I
...-:-.., ri '
14 '',,,t, .1 1 (81319-32424)
t„ ,
I Ali \
s4 1
1
ji , 1
4 ,,_
YAKIMA COUNTY
•
WYAff
181319-32422 4,
1 t„
till
tt
1 t
\ INSTALL NEW 2 CONDUIT,
4I3 GROUND AND 2 EA.
pi MORINO cooDucToR
BETWEEN PU
STA. 4+53
*MAUL N=1. 4
AND 38 IF OF cup
s -0.00d.
T.C. ELEV...131584
WEST PIPE I.E.1315.84
—
S I K ,... S
;IN til 1 +IT
....„.... ...,„,,„,,,,H„i,
, .- i
kr_ —1*.t.,,,,, 11-5L.
---4:IT.._ . 0 &..._
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5 1 !..:: 1 - NORTE-9-641'11— 1 1-1i77VEN. —1
'---------1114-- -; a3 -2;a5. w
,
f—
•
40.04,,,,44.1=0.,zomvx /Awn
• ----o.
PUBLIC WORKS DEPT.
96TH AVENUE
SUMMITVIEW AVENUE
TO
TIETON DRIVE
C 2494
BY OTHERS -0
-
STA 2+00
BEGIN PROJECT
171324-41413
SCALE BAR
014 3+00
M1JUST EXISTING
MANHOLE TO GRADE
NOTE:
1 FINAL LOCATION OF ALL SIDE SEWERS
TO BE VERIFIED IN THE FIELD. CONTACT
PROPERTY OWNERS TO DETERMINE
PREFERRED LOCATIONS. ALL SIDE SEWERS
SHALL BE STUBBED OUT TO R/W UNE,
CAPPED AND THE LOCATION MARKED IN
ACCORDANCE WITH THE STANDARD
SPECIFICATIONS.
2. NO CONNECTIONS SHALL BE MADE TO
THE SIDE SEWERS AT THIS TIME.
STA. 4+53
INSTALL NEW CATCH BASIN
AND 10 Lf OF 12 STORM
ORAN PPE AT S.0.005.
T.C. ELEV.1319.84
EAST PPE LE. -1315.613
WEST PIPE LE.1315.56
STA- 4+5a
ADJUST DCISTING
MANHOLE 10 GRADE.
STA 4+53
INSTALL NEW DRAWL). STRUCTURE
MO 110 LF Of 12' PERFORATED
STORM DRAIN PPE AT O.0.000. SEE
DETML SHEET 3.
EAST PIPE 10.1315.51
NORM PIPE LE -14I 313.50
SOUTH PIPE 1E.41313.50
VPI_ A= -1+25.0i
VPI L=1 5.89 1
CURE LEN= 150.0
K=It.20
E. -h.64
!EXPIRES AUGUST 4.q/ i
DIRECTOR OF
PUBLIC WORKS
DATE:
0 •2, 'till • 112
-EXISTING' PROFILE AT !SUENiERLINE EXPIRES s41%
EXISTING PROFILE 304LT 11335
Emma ieRonLE xr
fn
LKB
SCALE:
CH'D: JTL
1"=20' HORIZ
1'=5 VERT
NEW 12' RERP.,
11315
REVISION:
PLAN AND PROFILE
1305
1 1 i
[
1 I i
0+00 0+20 0+40 0+60 0+80 1+00 1+20
1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80
SEWER CAP A4+53
I.E.=1312.8.4 ORWELL
4,-131i.o0 SHEET 4 /9
RUCTURE
11306
4+00 4+20 4+40 4+60 4+80 5+00J t
6
KLITGER
(I81319-3200
k
c•
0
,
_
........
L-3
STA. 8+32
INSTALL. NEW STREET
UGHT IND PULL BCC(
INSTALL. NEW 7 CONDUIT.
#13 GROUND AND 2 Ek
#16 OWING CONDUCTOR
BETWEEN PULLJNMES.
• I'M • 19.4,
R.-LI5
(181319-3200)
L-4
STA, 31+07
INSTALL NEW STREET
UGHT AND PULL BOX.
STA. 8+50
INSTN_L NEW CATCH BASIN
Atio 36 IS Of 17 CMP
CULVERT RFS AT S440 .0013.
T.C. ELEV..1304.12
WEST PPE I.E. 1300 .12
INSTALL NEW 7 CONDUIT.
inG:OLIND AND 2 EA.
LIGHTING CONDUCTOR
N PULLBOXES
20'
Y4KIMA COUNTY •••
0 ID' 20'
SCALE BAR
. . 14.1%7 AP. .. . .. • .. .
-„,
7•••••=.....e
I
sew Pvc
—
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610011.111111040.110 .104,10.10***
•
MOINOWSINVIt *4.1.4"."4.01Y
S cr3210W
0.001.41.011111.41111••••••••...
PRIaWELL
71324-4141:)
1325
1320
W
NOTE:
1 FINAL LoCA1101,1 OF ALL' SIDE SEWERS
TO BE VERIFIED IN THE FIELD. CONTACT
PROPERTY OWNERS TO DETERMINE
PREFERRED LOCATIONS. ALL SIDE SEWERS
SHALL BE STUBBED OUT TO R/W LINE.
CAPPED AND THE LOCATION MARKED IN
ACCORDANCE WITH THE STANDARD
SPECIFICATIONS.
2. NO CONNECTIONS SHALL BE MADE TO
THE SIDE SEWERS AT THIS TIME.
1
NEW DESIGN CENTERL9E PROFILE
4 MaINCI PRTMLE. AT SLIITVEX .CISERUNE
EXISTING 'PROFILE 30'1 LT
I :
i 1 EXISTING- !PROFILE 30'1. RT
I
1315
1305
1300
1295
L
PUBLIC WORKS DEPT.
961111 AVENUE
SUMMITVIEW AVENUE
TO
TIETON DRIVE
C 2494
STA. 8+50
INSTALL NEN CATCH RASAI
AND 10 LF OF 17 STORY
DRAIN PIPE 7 S.0.005.
T.C. ELEV..13o4.12
EAST PPE LE...1200.94
3IEST PIPE LE...1299.84
W17
(17_1324-4140)
STA. 13+50
INSTALL NEW ORWELL STRUCTURE
IND 110 LF OF 17 PERFOlbero
STOMA DRAIN PIPE AT 0.0.030. SEE
DETAIL SHEET 3.
EAST PPE I.E. .1 209.79
NORTH PIPE I .E..1297.50
SOUTH PIPE I.E..12317.50
WON
471324-41449
171324-414
11325
11320
I I1.
1
i 1
i
DIRECTOR OF
PUBLIC WORKS
DATE:
5b1/4•-6+
tuSTALL NEW sAtorA
SEWER
RIM ELE11312.42
NORTH L 01302.10
SOUTH I. ..1302.00
1290
1285
1280
11315
MitPV
sEw
NEW4-PERFO#--
STOR4 DRAIN PI
NEW 12 PERFORATED
PPE
STORM
STA 8+50
NEW ofrwEu_
srFiumvE
T.rfnrsmo
STA. 9+80
INSTALL NW SANITARY
SEWER
RIM EUV.4128.95 1
SOUTti. LE -1289.00
1310
1305
t1300
11295
11290
1111285
5+00
5+20
1.
ROADWAY
5+40
RiCLUDINO-HA :2378
F119M4KLINT 63 OYDI
5+60 5+80 6+00 6+20
6+40
6+60
6+80
7+00
7+20
7+40
7+60
J.
7+80
8+00 8+20 8+40 8+60
LKB
CH'D: JTL
IDRW:
SCALE:
1"2O HORIZ.
"=5 VERT
REVISION:
PLAN AND PROFILE
SHEET 5 / 9
1280
8+80 9+00 9+20 9+40 9+60 9+80 10+00
NOTE:
1. FINAL LOCATION OF ALL SIDE SEWERS
TO BE VERIFIED IN THE FIELD. CONTACT
PROPERTY OWNERS TO DETERMINE
PREFERRED LOCATIONS. ALL SIDE SEWERS
SHALL BE STUBBED OUT TO R/W LINE,
CAPPED AND THE LOCATION MARKED IN
ACCORDANCE WITH THE STANDARD
SPECIFICATIONS.
2. NO CONNECTIONS SHALL BE MADE TO
THE SIDE SEWERS AT THIS TIME.
STA 10+02
ADJUST EXISTPNI
VALVE BOX TO
MOE.
L-6
STA 11+57
INSTALL NEW ,H4L1
UGHT AND PULL Bmf.
(181319 —3201
STA 13+00
INSTALL NEW CATCH BSN
AN11 14 LF OF 12STORM
DRAIN PPE AT 5-0.005.
T.C. ELEV.-1289.05
EAST PIPE I.E-1284.00
NORTH PPE I.E-1284.38
SOUTH PIPE IEE -128.5.05
STA. 13+20. 34' LT
INSTALL NEW 6' CAP
LE. -1270.00
STA. 13+20. 8' RT
INSTALL NEW SANTARY
SEVIER MANHOLE
STA 13+00
INSTALL NEW CATCH BASIN
ND 48 1F OF 1Y CMP
CULVERT PPE AT S-0.005.
T.C. ElEV.-1280.93
WEST PIPE LE -1284.93
MILAM7
(81319-33004
20'
z4n
0 10' 20'
YAXIMA COUNTY •
SCALE BAR
INSTALL NEW
Y OONDUIT.
.1411,48.WOOPPOULEV4V2j....... mato
Is
SOV H 96TH +AVEN
14,a S O 3YO3 W Ta}
ter w..'moi.+.r..r+..»r..,..I�.u..,.......,.rwirww.r.u.4
r r W
TON
I
er
0171324-41449\
71324-414500
I -- -- 05 YF
L
PUBLIC WOP.KS DEPT.
96TH AVENUE
SUMMITVIEW AVENUE
TO
TIETON DRIVE
C 2494
INSTALL NEW ORADELL STRUCTURE
AND 65 LF OF 12- PERFORATED
STORM DRAIN PIPE A.T S-0.000. SEE
DETAIL SHEET 3.
NORTH PPE I.Ea12, 4.50
SOUTH PIPE LE -1204.29
TAKTON
(71324-41441
171324-41450
6.5' CON
SIDEWALK
5' CONC
SIDEWALK
PPE I.E.-1281.50
NEW POLE BY UTILITY.
COORDINATE LOCATION
WITH UTILITY
URB RADIUS
CURVE TA
A-80'3938'
R-30'
T-29.
C-42.3030
'
ASPH. ELEV.-1290.18
ASPH. ELEV.-1290.18
I DOST. ELEV.-12111
J 'r
11310
1305
NEW DESKiN CENT ME PROFILE
•
EXISTING PROFIL4 AT SURVEY LURIE •• r I
EXISTING PROFLLE 130' LT
Ex15>IING PROFTLE I30' AT
1 t
/vPPt EL- o
129&3N:l
ULRVE LEN -100.00
K`.140.49
El0,20
'1300
X IRES $1i4/94,
1295
I
11290
11285
12 PERF +' TED
4-
1280
11275
RE
LE. m 1 .50
STA. 13+iII
INSTALL N SANITARY,
SEWER HOLE.
RIM EL:EV.#1288.3.7
I NORTH 1.E111=1276.60
-EAST'T.E: 60
WEST I.E. 1127660
SOUTH I.E4-1276:
$
0.0237
OADW
1265
10+00
7 l i i 1
10+20 10+40 10+60 10+80 11+00 11+20 11+40
11+60 11+80 12+00 12+20 12+40 12+60 12+80
13+00 13+20
CMS -
CPRS.
13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00
1270
i 1265
L
tDRIN.' LKB I CH' D: JTL
1"=20' HORN.
SCALE
1"=5' VERT.
REVISION:
J
PLAN AND PROFILE
SHEET 6 /9
1290
1285
1280
1275
1270
1265
1260
1255
1250
1245
181319-33004
✓',1:1k72 te? .hill
L NNING1'ON
(181319-3341)
Z -.441Ca
STA 15+04
INSTALL NEW ELECTRICAL
SERVICE EQUIPMENT FOR
STREET MIMIC.
CONSTRUCT 2.1 SLOPE ON LEFT
20'
STA. -' 5+:. -....
ADJUST EXISTRIG VANE
BOX TO GRADE.
L-9
STA. 15+52
INSTALL NEW Si Li
LIGHT AIC Pt(iU. BOX.
STA. 17+25
INSTALL NEW CATCH BASIL
Ah) 36 LF OF 12' GAP
CULVERT PIPE AT 50.006.
T.C. ELEV..'1274.70
855T PPE LE -1270.70
� k
I
0 10' 20'
{
.11.1.11011
SCALE
L-10
SFA. 18+60
INSTALL NEW SWELL
LJQIT AND PULL DOX.
I it '�........ STA 16+60, 6' RT
INSTALL NEW SANITARY
SEWER ~ME.
St UTI1 96TH AVENUE �►
- $ 0'32'03` W 44+66-
...,_t. ..................
37'4'
I
STA. 15+90, 6' RT
INSTAL NEW SANITARY
SEW01 MAWHOLE
M1711" INION
171324-44403
4O
w4+
STA 15+20
1' MA/TOLE TO GRADE.
STA. 17+25 -r,
INBTALL NEW C+TCH 8A551
NIB 10 LF, OF 17 STORM
C5 AIN PPE AT S-0.005.
T. ELEV.1274.70
RPE LE. -1270.52
PPE A.E.=1270.42
1 '
1 keNNN7Y
(71324-44404)
STA 17+25
INSTALL NEW ORY714.L STRUCTURE
AND 110 LF OF 12' PEERFORA'a.
STORY DRNN RPE AT S-0.,' SEE
DETAIL SHEET 3.
EAST LE. -1270.37
NORTH PPE LE -1266.00
SOUTH PIPE LE -1266.00
FINCH I
(71324-4440)
— - - -11"---„
NOTE:
1. FINAL LOCATION OF ALL SIDE SEWERS
TO BE VERIFIED IN THE FIELD. CONTACT
PROPERTY OWNERS TO DETERMINE
PREFERRED LOCATIONS. ALL SIDE SEWERS
SHALL BE STUBBED OUT TO R/W LINE,
CAPPED AND THE LOCATION MARKED IN
ACCORDANCE WITH THE STANDARD
SPECIFICATIONS.
2. NO CONNECTIONS SHALL BE MADE TO
THE SIDE SEWERS AT THIS TIME.
TAU
J
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INS'E;ALL NEW SANITARY
DiIANHOt
RIY ELEY 1279 9
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sOtlTH I.f-..127 00
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CENTERLINE iPROFiLE
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Fi:J"i.-30'-•4.t
FILE 30' RT
`• { 1
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MANHRP
1.E...125 10
I.E.=1 00
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NEW 12' PERFORATED
STORM DRAIN PIPE
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STA W 1L +25
ST URE
;
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SOUTH-
Li
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1
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15+00
15+20
15+40
15+60
15+80
16+00
16+20
16+40
16+60
16+80
17+00
17+20
17+40
17+60
17+80
18+00
18+20
18+40
18+60
18+80
19+00
19+20
19+40
19+60
19+80
20+00
11290
11285
1280
1275
[1270
11265
1260
1255
11250 11250
11245
0'
Y' "-''ljA COUNTY
PUBLIC WORKS DEPT.
96TH AVENUE
SUMMITVIEW AVENUE
TO
TIETON DRIVE
C 2494
RECOMMENDED BY.:
k. PROJECT ENGINEER
DR'N LKB
CH'D: JTL
SCALE:
1"=20' HORIZ.
1"= 5' VERT,
REVISION.'
J
PLAN AND PROFILE
i`
SHEET 7 /9
J
RE OMMENDED BY:
ROJECT ENGINEER
0
•
O'CONE-
613l9-3341
CONSTRUCT 21SLOPE ON LEFT
CAt1,50N
(1131319-3300
L-1 1
STA 20+33
INSTALL NEW STREET
UGHT AND PULL BOX.
STA. 21+50, 40' RT
INSTALL NEW r C.P.
LE,1242.30
INSTALL I•EW 7 COAOUR,
18 GROUND AND 2 EA.
#6
LIGHTING CONDUCTOR
EETWEEN PUU.130XES.
STA. 21+40
ADJUST easnNo VALVE
BDX 10 GRADE.
STA. 22+00
INSTALL NEW CATCH BASIN
AND 36 LF OF 17 cuP
CULVERT PIPE AT 5:0.005.
T.C. ELEV..125179
WEST PIPE LE...1248.78
L-12
STA. 2+041
INSTALL NEW
UGHT AND PULL BOX.
uW
INSTALL NEW 7 CONDUIT.
LtERLUND AND 2 EA.
rans° CONDUCTOR
PUUJ30XES.
CONSTRUCT NEW 12'
8100 PIONEERED GRAVEL
ROAD TO TOP OF SLOPE.
epo4
SAWCUT EXISTING CONCRETE
SUB AT RGHT OF WAY
AND REMOVE
"CKWEMD DISPOSE
COSITNG CULvERT
INPE.
•
INSTALL NEW STREET
EIGHT AND PULL BOIL
/
rrive
.„'
CAL5ON
13r19-3300
4.".•
•••••
••••
••
w w.
...
bi NEWIEWO-"'"*.4.*
Way PvC MWEIt
EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE,E,A,
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SOUTH 96TH AVENUE 6,1
oto
S 0'32'03* 1
16$
...4......garmorporkomer. t• isii.110M1* „; .0104
"—"
rn
1270
1265
1260
1255
20'
REMOVE AND DISPOSE
OF COSTING CULVERT
RPE.
z Prw-
0 IV 20'
NMI
SCALE BAR
I —
' •••• 0
r' STA 211.50, 6' RT
. INSTALL KW SNNTARY
/ • :SEWER mrowtotz.
. ,
•-'
A(')
• ••••,...,
/W1
1250
1245
1240
"------4-- — r I.
........4
I
VPI STA -21+50i00
I VPII EL -1254.4O
L ..t.el..1.5r1.D0
I 8.473,77
I E438
StEs0. i -1
i I
04
STA. 22+00
INSTALL NEW CATCH EiASNI
AND 10 IF OF 17..STORIA
DRAN PIPE AT S.CEDDS.
T.C. ELEV.-1252.79
EAST PIPE LE=1248.61
*EST PIPE I.E.0248.51
TIMAL1
71324-4441
.......... . ..
Ate it7t
••••
'VEV •40' rtr"rr
' rr,rs
STA. 22+00
INSTALL NEW ORWELL STRUCTURE
IND 110 LF OF 17 PERFORATED
STERSI DRAIN PPE AT S.0.000. SEE
DEMI SHEET 3.
EAST PPE LE. -1246.46
NORTH PPE LE...1245.00
SOUTH PtPE IX. -1245.00
......... ...... .......
1235
1230
1225
1-
1
asii2.±5a..... i
NEW ViNtTARY -STA 22- -+015-' ...... ' ...
i i
SEAR mo4ict,E1 -NEW DRYWEU-
I -*RIM I ELEV.-al 254.65 STRUCTU
s
NORTH LE= 12420 0 r LE -1242
I I1 EAST- t.F...1242.10 i
I i LE.r..1242.00
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4- I ,
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1 i
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1... I 1
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1
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EW 12 PERFORATED"
STORM PIPE
0
1
2.4
... .. "i•
....
STA. 24+10 15 RT
NSTAJL--NBV-SANITARY
SEWEFt MANHOLE
1. FINAL LOCATION OF ALL SIDE SEWERS
TO BE VERIFIED IN THE FIELD. CONTACT
PROPERTY OWNERS TO DETERMINE
PREFERRED LOCATIONS. ALL SIDE SEWERS
SHALL BE STUBBED OUT TO R/W UNE,
CAPPED AND THE LOCATION MARKED IN
ACCORDANCE WITH THE STANDARD
SPECIFICATIONS.
2. NO CONNECTIONS SHALL BE MADE TO
THE SIDE SEWERS AT THIS TIME.
€71324-4442C)
EXISTING BUILDING
TO BE REMOVED SY
OTHERS.
MA COUNTY
PUBLIC WORKS DEPT.-'
96TH AVENUE
SUMMITVIEW AVENUE
TO
TIETON DRIVE
C 2494
—1-
-
NEW 12* PERFO
STORM DRAIN PI
[
-F.
I I
I I
I I
i
t 1
NEW DESKtI CENTERUtiE PROFILE
EXISTING 'ROME Al 4uRvEr cuircRuNE
EXISTING RCIFLE 30' i -T
1
EXISTING FIROFILE 30 ITT
1
1
11270
11265
EXPIR411 11/14/46
I 1.5rferf-.--
1- """.....•••...........
1 1
IE -41 IE .14.7--,E, ...............L.
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241-10
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MANNOL
RIMI 1246122
NORTh 1.E.-12.3 .10
504411-4 I.E.-123 .00
91.4.RT1
9 1 110
At EVA1tON NO
, 11260
11255
11250
NEW lt PERFORATED
STOENot ORAN PIPE
11245
t1e 240
11235
NO HAUL 2227 CVOS.
14.16ANKMEN1 ES24 CMS.
24+00
24+20
24+40
24+60
1230
SHEET 8 / 9
[1225
f
DRX LK B
JTL
SCALE:
1 " = 20' HORIZ
1" = 5' VERT
REVISION:
PLAN AND PROFILE
24+80 25+00
CA -5a1
(I813193300
L-14
STA, 25+60
INSTALL NEW STREET
UGIT AND PULL BOX.
STA. 25+90
INSTALL NEW CATCH B+35
A440 36 LF 0 12' CUP Is
CULVERT PPE AT 9-0.005.
T.C. ELEV.-1241.11`
WEST PIPE L E.41237,71
STA 25+34
NSTALL NEW LATCH BASIN. CONNECT 10
EXISTIND DRAM PIPE TO THE SOUTH ANO
S1t ?calfcso cuLARr PPE 3 LF
TO THE EAST IN D3STIND ROADSIDE
CRATE ELEV.-1241.0O
\ WEST PPE L E. 1237.18
14 fAST PPE LE, 12" 10 MELD VERIFY)
pip )Kstri SOUTH PPE
L LE.
N't
"."
‘11LI
STA 25+60. RT
'HUAI NOW SANITARY SEWER
NCLUDNG 18' SEWER SRN' , CAP 10
SOUTH. 12 swot SIUB A#40P To
WEST. AM SEWER sue #46,Sx'
FUTURE SANITARY SEWER 2-
STA- 25+10
ADJUST EXISTING
44+84+40.1 10 GRADE
TEMALI
E713244442:)
STA- 25+90
INSTALL NEW 0.10+4 8+264
AIM 10 IF OF 17 STORM
ORIN PIPE AT S0.005.
T.C. ELEV.41241.7I
EAST PPE L E,1237.53
WEST PIPE I.E.41237.43
COSTING 9 LANG
10 90 131
sums.
STA 25+90
INSTALL NEW DRYWN.L. STRUCTURE.
35 LF OF 12' CWP CULVERT PIPE AT
540.0188, AND 105 LF OF 12" P.
STORM DRNN PIPE AT 5=0.000. SEE
DETAIL SHEET 3.
EAST PIPE LE...1237.38
NORTH PPE LE.41235.50
SOUTH PIPE I. E,1238.15
4
Haw
5ED/DET
T.C.
SHEET 3.
1
/ , •
NOTE
1 FINA L. LOCATION OF ALL SIDE SEWERS
TO BE VERIFIED IN THE FIELD. CONTACT
PROPERTY OWNERS TO DETERMINE
PREFERRED LOCATIONS. ALL SIDE SEWERS
SHALL BE STUBBED OUT,TO R/W LINE,
CAPPED AND THE LOC4TION MARKED IN
ACCORDANCE WITH THE STANDARD
SPECIFICATIONS. /
2. NO CONNECTIONS/SHALL BE MADE TO
THE SIDE SEWERS AT THIS TIME.
SCALE BAR
1270
1 1
1
,
I I
,
1 1
, I
t ,
i
I
I 1 Li
1 [
i I
1 `,
I
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1265
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1260
1
1
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11260
I
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1255
1250
1245
1240
t
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NEW DESIGN CENTERUNE PROME
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I EXPIRES $114/94,
I- 11255
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-
EX !NG PROflitE AT SINVE4
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WSTIN G P SO• Et
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ir MAUR (AM i...O.Pi
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VIM V4.25+50.43
1
IMMO"
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, [
NEW I 12" PE • . - TED 101'
ST* ' kA. DRAIN • -• E E-0.' t
NEW 1
1
1
UPI IE10....1142.08
iNVER1I EL.Ev.....-1-239.os
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1235
1230
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1sANrAY
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1225
1225
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7 11
.
1-
EAST LEL*. 232:00
-Peg 1.E. 32,33
12231.50
SWIM I.E. 1
I
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1
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25+00
25+20
25+40
25+60
25+80
26+00
26+20
26+40
26+60
26+80 27+00
v 'TIMA COUNTY
PUBLIC WORKS DEPT.
96TH AVENUE
SUMMITVIEW AVENUE
TO
TIETON DRIVE
C 2494
•
CDRLKB
CH'D: JTL
SCALE:
1"=20' HORIZ.
1"=5' vERT,
REVISION:
1
PLAN AND PROFILE
SHEET 9 / 9
27+20 27+40 27+60 27+80 28+00 28+20 28+40 28+60 28+80 29+00 29+20 29+40 29+60 29+80 30+00 I