2007, 05-03 SHP-28-05 Sewer PlansGENERAL NOTES
1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF SITE IMPROVEMENTS SHALL MEET OR EXCEED SITE WORK
STANDARDS AND THE STANDARDS AND SPECIFICATIONS SET FORTH IN SPOKANE COUNTY REGULATIONS AND
APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE
SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE HIGHER QUALITY STANDARD SHALL APPLY. ALL WORK WITHIN
PUBLIC R.O.W. OR EASEMENTS SHALL BE INSPECTED AND APPROVED BY THE SPOKANE COUNTY INSPECTOR.
INSPECTION SERVICES AND CONSTRUCTION CERTIFICATION TO BE PROVIDED BY DESIGNEE OF PROJECT
SPONSOR/OWNER.
2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILMES, AS
SHOWN ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE.
THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION
TO REQUEST EXACT FIELD LOCATIONS OF EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS
AND ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTS AND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED
IMPROVEMENTS SHOWN ON THESE PLANS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLE
AGENCIES. THE CONTRACTOR SHALL NOTIFY THE SPOKANE COUNTY INSPECTOR AT LEAST 48 HOURS. PRIOR TO THE
START OF ANY EARTH DISTURBING ACTIVITY OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS.
4. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE SPOKANE COUNTY AND ALL UTILITY COMPANIES
WITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION AND TO ASSURE THAT
THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR CONTACTING ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE.
5. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE
APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED
FOR THE JOB ON -SITE AT ALL TIMES.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO,
EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL AND SECURITY.
7. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS
SUBCONTRACTORS, OR OTHER AFFECTED PARTIES, WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN
THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY.
8. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD,
UNLESS SPECIFICALLY STATED OTHERWISE.
9. FOR WORK AFFECTING PUBLIC ROADWAYS OR IF REQUIRED BY SPOKANE couNr( THE CONTRACTOR SHALL SUBMIT
A TRAFFIC CONTROL AND PHASING PLAN, IN ACCORDANCE WITH M.U.T.C.D. FOR APPROVAL PRIOR TO ANY
CONSTRUCTION ACTIVITIES WITHIN OR AFFECTING THE RIGHT-OF-WAY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY SAID PLANS. PRIOR TO INSTALLATION
AND PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH SPOKANE COUNTY.
10. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION
OF THE INTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED TO BE PROVIDED, INSTALLED,
CONSTRUCTED, REMOVED OR RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE.
11. PER AGENCY STANDARDS THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR
OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE.
12. THE, CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING RECORD INFORMATION ON A SET OF RECORD
DRAWINGS KEPT AT THE CONSTRUCTION SITE AND AVAILABLE TO THE SPOKANE COUNTY INSPECTOR AT ALL TIMES.
13. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. FOR ADDITIONAL
INFORMATION CONTACT THE ENGINEER FOR CLARIFICATION AND NOTE ON THE RECORD DRAWINGS.
14. ALL EROSION AND SEDIMENT CONTROL (E.S.C.) MEASURES SHALL BE INSTALLED AT THE. LIMITS. OF CONSTRUCTION
PRIOR TO GROUND -DISTURBING ACTIVITY. ALL E.S.C. MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE
CONTRACTOR UNTIL SUCH 11ME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITH HARD SURFACE OR
LANDSCAPING.
15. THE CONTRACTOR SHALL SEQUENCE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO MINIMIZE POTENTIAL
UTILITY CONFLICTS. IN GENERAL, STORM SEWER AND SANITARY SEWER SHOULD BE CONSTRUCTED PRIOR TO
INSTALLATION OF WATER LINES AND DRY UTILITIES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE
ALL UTILITY RELOCATIONS CONSISTENT WITH THE CONTRACTORS SCHEDULE FOR THIS PROJECT, WHETHER SHOWN OR
NOT SHOWN, AS IT RELATES TO THE CONSTRUCTION ACTIVITIES CONTEMPLATED IN THESE PLANS.
16. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE JURISDICTION OF THE SPOKANE COUNTY
ENGINEERING DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS.
17. ALL CONSTRUCTION OPERATIONS , INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNING OF
TRUCKS, EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED EQUIPMENT SHALL
GENERALLY BE LIMITED TO THE 11ME PERIOD APPROVED BY SPOKANE COUNTY.
18. BASED ON A REQUIREMENT FROM THE SPOKANE COUNTY THE ENGINEER OR HIS DESIGNEE SHALL PERFORM
MATERIALS TESTING AND QUALITY CONTROL ON THE PROJECT AND SHALL SUBMIT COPIES OF DAILY REPORTS, TEST
REPORTS, PROJECT CERTIFICATION AND RECORD DRAWINGS TO THE SPOKANE COUNTY ENGINEER.
19. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL BY THE SPOKANE COUNTY ENGINEER
AND NOTIFICATION OF THE ENGINEER OF RECORD.
20. ONSITE GRADING SHALL BE IN ACCORDANCE WITH THE APPROVED GRADING PLAN AND E.S.C. PLAN. ANY IMPORT
OR EXPORT OF MATERIAL SHALL BE FROM A PREAPPROVED SOURCE/DESTINATION AND COORDINATED WITH THE
SPOKANE COUNTY DEPARTMENT OF BUILDING AND PLANNING AT 509-477-3675. GRADING ON THIS SITE OR ANY
OTHER SITE MUST COMPLY WITH ALL DEVELOPMENT REGULATIONS INCLUDING, BUT NOT LIMITED TO, GRADING
PERMITS, S.E.P.A. REVIEW, TIMBER HARVEST PERMITS, CRITICAL AREAS, FLOODPLAINS, DESIGNATED DRAINAGEWAYS,
ETC.
SEWER
SPOKANE COUNTY UTILITIES
1026 WEST BROADWAY AVENUE
SPOKANE, WASHINGTON 99260
PHONE: 509-477-3604
FAX: 509-477-4715
CONTACT: BILLY URHAUSEN
WATER PURVEYOR
MODERN ELECTRIC WATER CO.
NORTH 904 PINES ROAD
SPOKANE VALLEY, WA 99206
PHONE: 509-928-4540
FAX: 509-755-9000
CONTACT: DAVE JOHNSON
SPOKANE REGIONAL HEALTH
11:01 W. COLLEGE AVENUE
SPOKANE, WA 99260
PHONE: 509-324-1560
FAX: 509-324-3603
CONTACT: DON COPLEY
KAAtiei.
ATIONS SHOWN ARE BASED ON C.B.M.
"HV5-26-3," A "+" ON THE NORTH FLANGE BOLT OF
A FIRE HYDRANT, ON THE SOUTH SIDE OF 6TH
AVENUE, +/- 200EAST OF PERRINE, PER ULID-952.
BENCH LEVEL NOTES, DATED 10/26/94.
ELEV = 2007.03
DISTRICT ENGINEER
SIMPSON ENGINEERS
909 NORTH ARGONNE ROAD
SPOKANE VALLEY, WA 99206
PHONE: 509-926-1322
PHONE: 509-926-1323
CONTACT: KEVIN McMULKIN, P.E.
STREETS
CITY OF SPOKANE VALLEY
11707 E. SPRAGUE AVENUE
SPOKANE VALLEY, WA 99206
PHONE: 509-688-0228
PHONE: 509-921-1008
CONTACT: HENRY M. ALLAN, P.E.
SURVEYOR
WHIPPLE CONSULTING ENGINEERS
2528 NORTH SULLIVAN ROAD
SPOKANE VALLEY, WA 99216
PHONE: 509-893-2617
FAX: 509-926-0227
CONTACT: TERRY IRWIN, P.L.S.
POWER
MODERN ELECTRIC WATER CO.
NORTH 904 PINES ROAD
SPOKANE VALLEY, WA 99206
PHONE: 509-928-4540
FAX: 509-755-9000
CONTACT: JOHN McFEELY
TELEPHONE
QWEST
904 NORTH COLUMBUS
SPOKANE, WASHINGTON, 99202
PHONE: 509-455-2580
FAX: 509-455-2104
CONTACT: DAVE CLARK
ENGINEER
WHIPPLE CONSULTING ENGINEERS
2528 NORTH SULLIVAN ROAD
SPOKANE VALLEY, WA 99216
PHONE: 509-893-2617
FAX: 509-926-0227
CONTACT: TODD R. WHIPPLE, P.E.
LOPER'S APPROVAL
•••=11•111.111 .1M111.111•1
1=1•111111111111.
T
SEWER PLANS
SPOKANE COUNTY, WASHINGTON
SPOKANE VALLEY
NE 1/4 SECTION 21, To 25 No, R. 44 Ea, Walvis
G -
. ............................ _
... - .1•11e11. Memo anee./Meo ,&/,./09simmimp
1 I
10.67'
SITE PLAN
SCALE: 1” = 30'
FIRE. DEPARTMENT
FIRE DISTRICT NO. 1
EAST 10319 SPRAGUE AVENUE
SPOKANE VALLEY, WA 99206
PHONE: 509-928-1700
FAX: 509-892-4125
CONTACT: PAUL CHASE
DP
EXISTING HOUSE
E. 12104 6TH. AVE.
,-" 115.06'
CABLE SOLID WASTE
COMCAST BROADBAND
1717 EAST BUCKEYE
SPOKANE, WASHINGTON, 99207
PHONE: 509 101 1031 •75S-4/117
effEstetelvir-e364
CONTACT: BRYAN RICHARDSON
INSPECTION
ALL WEST
12928 EAST INDIANA AVENUE
SPOKANE VALLEY, WA 99216
PHONE: 509-534-4411
FAX: 509-534-9326
CONTACT: PAUL T. NELSON, P.E.
WASTE MANAGEMENT
PHONE: 509-466-3400
OWNER
RAY WILLMAN
12104 E. 6TH. AVENUE
SPOKANE VALLEY, WA 99206
PHONE: 509-924-1585
CONTACT: RAY WILLMAN
X
260.36'
MH 3MA
riTH. AVENUE
-------
- --- Gulp 011.101•• ••••••••• allimoner
-G
1
122.00= -
ABBREVIATIONS
ACT. LEN. .... ACT LENGTH GB
BCR BEGINNING OF CURVE FT. / FT.
BDRY. BOUNDARY HYD.
CO. SEWER CLEANOUT I.E.
CSTC CRUSHED SURFACE LN.
TOP COURSE LT.
CT. COURT MH
DIA. ................DIAMETER
ECR END OF CURB
EXIST. EXISTING
G GRADE
N8b*49'56”E
GRADE BREAK
FEET PER FOOT
HYDRANT
INVERT ELEVATION
LANE
LEFT
MANHOLE
MCR MID POINT OF CURVE STA.
PC POINT OF CURVE STA. LEN
PET. PETROLEUM TG
PI POINT OF INTERSECTION TC
-0
0
Co
0
0
001
cJ
-G-
.110111•1111 MENEM 1•1111
say4.4'.'"45150ST
MH 4M
121.6 6
O.' ....._
21 54 I
44 /vars.: 7/4 PvTEsGcriem/
- c7F 407-1)- WAN /714-s
CHAA1547, SE "E STREg'T
PLAA/S.
0"
(1/
PRC POINT OF REVERSE CURVE
PT . POINT OF TANGENCY
RIM *EL. RIM ELEVATION
RD ROAD
RT. RIGHT
SI STREET INTERSECTION
SS SANITARY SEWER
STATION
STATION LENGTH
TOP OF GRATE
TOP OF CURB
THE DESIGN IMPROVEMENTS SHOWN IN THIS SET OF PLANS AND CALCULATIONS
CONFORM TO APPLICABLE EDITIONS OF THE SPOKANE COUNTY STANDARDS FOR
ROAD AND SEWER CONSTRUCTION AND THE SPOKANE COUNTY GUIDELINES FOR
STORMWATER MANAGEMENT AS MODIFIED BY THE CITY OF SPOKANE VALLEY.
ALL DESIGN DEVIATIONS HAVE BEEN APPROVED BY THE CITY OF SPOKANE
VALLEY ENGINEER. I APPROVE THESE PLANS FOR CONSTRUCTION.
SCALE:
RLM
SUBMITTAL FOR APPROVAL
HORIZONTAL:
AS SHOWN
1 0/04
•RLM'
ORIGINAL PLAN PFIEPARATION
NO:
DATE
BY
REVISIONS
VERTICAL:
N.A.
PROJ #: 2004.82
DATE: 01 /15/07
DRAWN: RLM
APPROVED: TRW
I:I 5
EXISTING
0--
V
FH
WS 0-
9Ea\ALL
kBLOWOFF
)AVRS°
GM 0
CB
MH
VICINITY MAP
11111111111m
T BT
OP
-0- PP
A
BP
TP
0 TR
TV
GA E-
P V
OLP
OP
P
LEGEND
GENERAL
ROADWAY CENTER LINE
RIGHT OF WAY LINE
PROPERTY LINE
EASEMENT LINE
FENCE
CURB
PAVEMENT
GRAVEL
CONCRETE
BUILDINGS & STRUCTURES
MONUMENT
SANITARY SEWER
SANITARY SEWER
MANHOLE
CLEANOUT
SEWER SERVICE
WATER
WATER LINE
VALVE
FIRE HYDRANT
SERVICE
METER
BLOWOFF
AIR VACUUM RELIEF STATION
STORM DRAINAGE
DRAINAGE LINE
MANHOLE
DRYWELL
CATCH BASIN
DITCH
NATURAL GAS
GAS LINE
VALVE
METER
TELEPHONE POWER
BURIED TELEPHONE
POWER OR TELEPHONE POLE
BURIED POWER
TRANSFORMER PAD
TELEPHONE RISER
TELEPHONE VAULT
OVERHEAD POWER
GUY ANCHOR
POWER VAULT
LIGHT POLE
INDEX TO PLAN SHEETS
SHEET NO. 1 COVER AND NOTES
SHEET NO. 2 DEMOLITION PLAN
SHEET NO. 3 NOTES AND DETAILS
SHEET NO. 4 SIXTH AVENUE
SHEET NO. 5 WHIPPLE LANE
WHIPPLE CONSULTING ENGINEERS
CIVIL AND TRANSPORTATION ENGINEERING
2528 NORTH SULLIVAN ROAD
SPOKANE VALLEY, WA 99216
PH: 509-893-2617 FAX: 509-926-0227
456-8000
CALL TWO BUSINESS DAYS
BEFORE YOU DIG
N
W
PROPOSED
)
)
• o(FH
WS is
WM
RI nwnFF
IAVRS
DW
CB
• • , OMH
GM
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BT
P- Br
in TR
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OP OP
GA
PV LP(
TP
P
INSPECTIONS & PERMITS REQUIRED
PER SPOKANE COUNTY STANDARD
PLANS AND SPECIFICATIONS
ACCEPTED FOR
CON TRUCTjeQN
BY
D -.21t -07
FILE iiREZ-21.05 SPOKANE COUNTY UTILITIES
SEWER PLANS
SHORT PLAT-2
COVER SHEET
SPOKANE COUNTY, WASHINGTON
SPOKANE VALLEY
EXPIRES 9/24/1010 1
SHEET
1 OF 5
JOB NUMBER
2004-82
G
6TH. AVENUE
G _ __ ---
_ C __
FLAN
SCALE: = 0'
X
owl*, Anammo.
. 12"
— —1-4-
EXISTING HOUSE
E. 12104 6TH. AVE.
10.67'
--
b . ..
c3 so--
.. •
•CNI ../ 0)
,
,,
oi
(7)
STUM
X
6
L_
X
260.36'
LA2
10
)6-
- - - - - - - - - - - - -
I —
WHIPPLE LANE FIAMMERHEAia
X '
N89'47153”E rm.._
L\C)•
. _N.
5
/
/
2
3
4
__X
NE 1/4 SECTIC3N 219 T. 25 N. R. 44 E. W M.
/
/
C/rIAP
o
N• '
'00
tX' c\I
0
0
XZ
G
Sla
1
DEM LITI 0 N N OTES
0 TREE TO BE REMOVED.
EXISTING WATER METER TO RELOCATED PER MODERN AtUgggitj:NCR61169-fAN4D7R'DS.
EXISTING POWER AND LIGHT POLE TO BE RELOCATED BY MODERN VfM411=i6"4171-D5ORIY DEVELOPER.
EXISTING- FENCE TO BE REMOVED AND / OR REPLACED AS AGREED ON WITH OWNER.
EXISTING HOSE BIBB TO BE ABANDONED PER 410035e144-10A14-eer—STA-413-ARDSW EIZ
EXISTING FENCE TO BE REMOVED.
EXISTING SHED TO BE REMOVED OR RELOCATED AS AGREED UPON WITH OWNER.
GRAPHIC SCALE
30 0 15 30
NM IN
11111
( IN FEET )
1 inch = 30 ft.
60
-&rIPLAN,D. 88
ELEVATIONS SHOWN ARE BASED ON C.B.M.
"HV5-26-3," A "+" ON THE NORTH FLANGE BOLT OF
A FIRE HYDRANT, ON THE SOUTH SIDE OF 6TH
AVENUE, +/- 200' EAST OF PERRINE, PER ULID-952
BENCH LEVEL NOTES, DATED 10/26/94.
ELEV = 2007.03
2/1/07
D VELOPER'S APPROVAL DATE
SCALE:
NO.
10/04
DATE
RLM
RLM
BY
SUBMITTAL FOR APPROVAL
ORIGINAL pLAN 'PREPARATION
REVISIONS
HORIZONTAL:
AS SHOWN
VERTICAL:
NA.
PROJ #: 2004.52
DATE: 01/15/07
DRAWN: RLM
APPROVED: TRW
WHIPPLE CONSULTING ENGINEERS
CIVIL AND TRANSPORTATION ENGINEERING
2528 NORTH SULLIVAN ROAD
SPOKANE VALLEY, WA 99216
PH: 509-893-2617 FAX: 509-926-0227
FILE #REZ-21 05
INSPECTIONS & PERMITS REQUIRED
PER SPOKANE COUNTY STANDARD
PLANS AND SPECIFICATIONS
SEWER PLANS
SHORT PLAT-28-05
DEMOLITION PLAN
SPOKANE VALLEY
SPOKANE COUNTY5WASHINGTON
CALL TWO BUSINESS DAYS
BEFORE YOU DIG
4
ss704/NSp44 ATLE%cf:
/F., 2562 441:
e
lExpiREs 9/24/ I
SHEET
2 OF 5
JOB NUMBER
• 2004-82
IN -LINE MANHOLE NOTES:
A. ALL MATERIALS FOR INSTALLATION SHALL BE ON SITE
PRIOR TO CONSTRUCTION.
B. ALL PIPE SHALL BE SAWCUT.
C. THE CONTRACTOR SHALL PROHIBIT ANY DELITRIOUS MATERIAL
FROM ENTERING SEWER LINE DURING CONSTRUCTION OF NEW
MANHOLE.
D. COUNTY INSPECTOR SHALL BE ONSITE AT TIME OF MANHOLE
CONSTRUCTION. CALL 477-3604 24 HRS. IN ADVANCE TO
SCHEDULE INSPECTION, ASK FOR BILLY OR LOUIS.
CONTRACTOR WILL BE BILLED $100.00 FOR TAP FEE.
E. CONTRACTOR MAY PLUG THE EXISTING 8" LINE AT THE NEXT
EXISTING UPSTREAM MANHOLE WHILE THE NEW MANHOLE IS
[NISTA! 1 FD BUT MUST MONITOR UPSTREAM MANHOLES AND HAVE
SUFFICIENT EQUIPMENT AVAILABLE TO AVOID A BACKUP OF
SEWAGE INTO HOMES.
6" RADIUS
UPSTREAM SWEEP
HAND SHAPED MORTAR
FILLET TO PROVIDE POSITIVE
DOWNSTREAM SWEEP
NE 1/4 SECTIC3N 219 T. 25 No9 R 4 4 Eo9 WoMo
NOTE: HAVE NEW
MANHOLE CAST AT
.0039 ON THROUGH
CHANNEL
EXTEND NEW 8" PIPE 18"
BEYOND MANHOLE BARREL
r
) EXISTING
I
(,
EXII1
8"
a" SP
EXTEND NEW 8" PIPE 18"
BEYOND MANHOLE BARREL
MANHOLE TYPE I-48S
WITH PRECAST CHANNELS
CHANNEL SLOPE=0.0030 FT./FT.
IN -LINE MANHOLE INSTALLATION DETAIL
NOT TO SCALE
1/8" LRAISED
-1/21 WIDE
BORDER
ven
27/8"
1/2
3/4" SQUARES
SPACED 3/4"
HEIGHT 1/8"
1 0"
1
I. 9n 11
->
I, I 183 I I
CAST IRON RING
SECTION A -A
PIPE MATERIAL
AS SPECIFIED
45BEND OR WYE
FINISHED
GRADE
MIN. 12" DIA.
ADJUST. SECTION
8 3/4"
11- 7:4" -11
CAST IRON COVER
CAST RING
& COVER
FIBER JOINT
PACKING OR
EQUAL.
45' BEND
2' -0"
A
SEWER CLEAN -OUT
L-1 1/4"
'WW
5
GRIPPER
PLUG
MIN.
)CONCRETE
CL 3000 (lift)
POURED IN
PLACE.
UNDISTURBED
SOIL BASE
CLEAN 0 UT SPOKANE COUNTY STANDARD PLAN U-13
NOT TO SCALE
INSTALL 8" DIA PVC
REPAIR COUPLING
2-REQUIRED)
CONSTRUCT I.E. OF NEW 8"
PVC SEWER TO BE A
MINIMUM OF 0.10' HIGHER
THAN I.E. OF *MAIN LINE
CHANNEL
EXISTING GROUND
6" DEPTH (MAX.)
2"x 4" BOARD 32" LONG
18" LENGTH OF 1/2" REBAR
SECURED TO TOP PORTION.
M5' BEND
MINIMUM 36" BETWEEN FITTINGS
END OF STUB, INVERT ELEVATION
AT THIS POINT AS SHOWN ON
CONSTRUCTION PLANS
PAY UMIT FOR "SIDE SEWER RISER"
PVC SIDE SERVICE SEWER
CONNECTION PIPE (TYP.)
45' BEND
SERVICE TEE
TYPE "A"
NOTES
PAY UMITS FOR "SIDE SEWER PIPE"
SEE NOTE 2
SIDEWAU<
GLUE ON CAP
45' BEND
MIN. SLOPE
(UNLESS OTHERWISE NOTED)
45' BEND
22 1/2' BEND
SERVICE TEE
TYPE "B"
vpisiso
TYPE "C"
1. INSTALL PIPE ZONE MATERIAL (BEDDING) PER SPECIFICATIONS.
2. THE SIDE SEWER PIPE SHALL EXTEND TO THE POINT SHOWN ON THE PLANS. HE
ENGINEER MAY FURTHER EXTEND THE SIDE SEWER PIPE TO MAINTAIN A 1:1 SLOPE
FROM EXISTING OR PLANNED EDGE OF ASPHALT OR CONCRETE IMPROVEMENTS.
3. ALL SIDE SERVICES TO BE INSTALLED AT A MINIMUM DEPTH OF 8' WITHIN THE RIGHT OF
WAY, UNLESS APPROVED BY THE SEWER DESIGN MANAGER.
4. THE RECORD DRAWINGS FOR EACH INDIVIDUAL STUB SHALL INCLUDE TWO (2) HORIZONTAL
TIES TO THE TOP OF THE RISER. IN ADDITION, THE SEWER MAINUNE STATION AND 90'
OFFSET DISTANCE TO THE RISER PIPE SHALL BE PROVIDED. THE DEPTH AND INVERT
ELEVATION REQUIRED ON THE RECORD DRAWING (SPOKANE COUNTY STD. SHEET U-16)
SHALL REt-ut TO 'THE PIPE INVERT AT THE BOTTOM OF THE SIDE SEWER RISER.
5. ALL CONNECTIONS SHALL BE TYPE "A" UNLESS OTHERWISE NOTED.
6. SIDE SEWER RISER IS OPTIONAL INSIDE NEW DEVELOPMENTS. IF RISER IS NOT A
INSTALLED, EXTEND 2"X 4" MARKER TO STUB INVERT.
7. SERVICE TEE SHALL MEET ASTM. 03034, SDR 26.
TYPICAL SEWER SERVICE DETAIL.
NOT TO SCALE
ROADWAY
SEE NOTE 3
SERVICE TEE /
TEE
SEWER GENERAL NOTES
SEWER CONSTRUCTION, INSPECTIONS, RECORD DRAWINGS, AND ENGINEER'S STATEMENTS
SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE SPOKANE COUNTY PROJECT
CONSTRUCTION CERTIFICATION PROCEDURES FOR ROAD, DRAINAGE AND SEWER PROJECTS
DATED APRIL, 2002. THE DEVELOPER'S CONSTRUCTION ENGINEER SHALL SUBMIT A LETTER OF
INTENT TO PROVIDE CONSTRUCTION INSPECTION AND RECORD DRAWING SERVICES PRIOR TO
THE COUNTYS ACCEPTANCE OF THESE PLANS FOR CONSTRUCTION.
1. GENERAL: ALL SEWER LINE CONSTRUCTION METHODS AND MATERIALS SHALL BE IN
ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL
CONSTRUCTION AS JOINTLY PROMULGATED BY THE WASHINGTON STATE DEPARTMENT OF
TRANSPORTATION AND THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS
ASSOCIATION, CURRENT EDITION, AS ADOPTED AND REVISED BY THE SPOKANE COUNTY
UTILITIES DEPARTMENT. THESE PLANS ARE SCHEMATIC AND ARE NOT INTENDED TO DEPICT
ALL DETAILS OF THE WORK REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE TO
FAMILIARIZE HIMSELF WITH ACTUAL SITE CONDITIONS AND FACTORS AFFECTING THE WORK.
THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH SPOKANE COUNTY TO
DEVELOP A TRAFFIC CONTROL PLAN AND INSPECTION REQUIREMENTS. THE CONTRACTOR
SHALL BE RESPONSIBLE TO OBTAIN ALL REQUIRED PERMITS. PAVEMENT PATCHING
REQUIREMENTS SHALL BE AS DETERMINED BY THE SPOKANE COUNTY ROAD DEPARTMENT. IN
ADDITION, THE CONTRACTOR SHALL ADHERE TO ALL SPOKANE COUNTY STANDARDS FOR
ROAD AND SEWER CONSTRUCTION. THE CONRACTOR SHALL PROVIDE ALL MATERIALS, LABOR,
AND EQUIPMENT TO CONSTRUCT AND INSTALL TO PROPER WORKING ORDER, AS DETAILED OR
CALLED OUT IN THESE PLANS AND SPECIFICATIONS.
2. PIPE: ALL SEWER PIPE SHALL BE PVC IN ACCORDANCE WITH A.S.T.M. D 3034, SDR 35.
ALL SEWER SERVICE TEES SHALL BE A.S.T.M. D 3034 SDR 26, TYPICAL.
3. TRENCH EXCAVATION AND BACKFILL: ALL TRENCH EXCAVATION AND BACKFILL SHALL
CONFORM TO W.S.D.O.T. SECTION 7-08.3(1)A. ALL BEDDING SHALL CONSIST OF APPROVED
BEDDING MATERIAL PLACED AROUND THE PIPE AND BACKFILLED AS PER W.S.D.O.T. SECTION
7-08.3(1)C. BEDDING SHALL MEET W.S.D.O.T. 9-03.12(3) SPECIFICATIONS EXCEPT PERCENT
PASSING 200 SIEVE IS CHANGED TO 10% MAXIMUM. COMPACTION OF BACKFILL IN ROADWAY
SHALL BE PERFORMED TO MEET SPOKANE COUNTY ENGINEER'S REQUIREMENTS. TESTING
COLLECTOR SEWERS AND SIDE SEWERS SHALL BE DONE IN ACCORDANCE WITH SPOKANE
COUNTY UTILITIES DEPARTMENT.
4. MANHOLES: SHALL BE IN ACCORDANCE WITH SANITARY SEWER MANHOLE DETAILS AS
ADOPTED BY SPOKANE COUNTY UTILITIES DEPARTMENT.
4A. NOTE: ALL MANHOLES OUTSIDE OF PAVED PUBLIC RIGHT OF WAY SHALL HAVE LOCKABLE
BOLT DOWN LIDS.
5. SIDE SEWERS: EACH SEWER SERVICE LINE SHALL BE A MINIMUM OF 10 FEET FROM SIDE
LOT LINES. ALL SIDE SEWER TEES SHALL BE SDR "26" HEAVY WALL PVC. EACH SEWER
SERVICE LINE AND MAINLINE STUB SHALL BE MARKED WITH A 4"x4" MARKER POST
EXTENDING VERTICALLY FROM THE SEWER SERVICE OR MAINLINE STUB INVERT TO A MINIMUM
OF 24" ABOVE FINISHED GRADE. EACH 4"x4" MARKER POST SHALL HAVE A 6 GAUGE
GALVANIZED WIRE SECURELY ATTACHED FOR ITS ENTIRE LENGTH AND SHALL BE CLEARLY
MARKED SHOWING THE 4"x4" LENGTH IN FEET AT THE EXPOSED END.
6. INSPECTION WORK: ALL SEWER CONSTRUCTION INSPECTIONS, RECORD DRAWINGS AND
ENGINEERING STATEMENTS SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE
SPOKANE COUNTY PROJECT CONSTRUCTION CERTIFICATION PROCEDURES FOR ROAD, DRAINAGE
AND SEWER PROJECTS DATED APRIL, 2002. PROJECT SPONSOR OR HIS ENGINEER SHALL
NOTIFY THE SPOKANE COUNTY DIVISION OF UTILITIES AT LEAST 48 HOURS IN ADVANCE OF
THE START OF CONSTRUCTION OF THE SEWER SYSTEM, AND THE CONTRACTOR SHALL
PROVIDE A GENERALIZED CONSTRUCTION SCHEDULE FOR THE PROGRESS OF WORK. THE
CONTRACTOR SHALL COORDINATE THE WORK WITH THE ENGINEER AND PROVIDE ALL MEANS
NECESSARY TO ALLOW THE ENGINEER TO INSPECT AND VERIFY THE SEWER ITEMS LISTED
BELOW. FOR EACH ITEM TO BE INSPECTED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
AT LEAST 48 HOURS IN ADVANCE.
A. CONFORMANCE OF ALL CONSTRUCTION MATERIALS WITH COUNTY STANDARDS SHALL BE
VERIFIED PRIOR TO INSTALLATION.
B. THE SEWER TRENCH SHALL BE INSPECTED FOR PROPER DIMENSIONS AND PIPE ZONE
CLEARANCES PRIOR TO PLACEMENT OF PIPE.
C. THE PLACEMENT AND COMPACTION OF THE PIPE ZONE MATERIAL AND BEDDING SHALL BE
INSPECTED.
D. THE PIPE JOINTS SHALL BE INSPECTED VISUALLY FOR PROPER INSERTION.
E. HORIZONTAL ALIGNMENT AND GRADE OF THE PIPE SHALL BE CHECKED FOR CONFORMANCE
TO THE STANDARDS PRIOR TO BACKFILLING OF THE TRENCH.
F. SEWER SERVICE TEES AND STUBS SHALL BE INSPECTED FOR CORRECT INSTALLATION PRIOR
TO BACKFILLING OF THE TRENCH.
G. ACCURATE MEASUREMENTS SHALL BE MADE AND RECORDED TO FACILITATE THE
RE-ESTABLISHMENT OF SEWER SERVICE TEE LOCATIONS AND STUB END LOCATIONS. THE
PLACEMENT OF THE REQUIRED STUB MARKERS SHALL BE VERIFIED.
H. MANHOLES SHALL BE INSPECTED FOR PROPER MATERIALS, LOCATION, ASSEMBLY, AND
INSTALLATION.
I. TRENCH BACKFILLING OPERATIONS SHALL BE OBSERVED AND COMPACTION TESTS SHALL BE
PERFORMED. MINIMUM REQUIREMENTS FOR BACKFILLING SHALL BE AS SET FORTH IN THE
ACCEPTED PLANS AND/OR SPECIFICATIONS FOR THE PROJECT.
1. REGARDING NOTE NO. 5: PER SPOKANE COUNTY STANDARD DETAIL, U-5 A 2 x 4
MARKER POST MAY BE SUBSTITUTED FOR THE 4 x 4 MARKER POST REFERENCED. IT IS
THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THIS POST THROUGHOUT THE COURDE OF
CONSTRUCTION TO THR SATISFACTION OF THE ENGINEER.
2. SEWER STUB LOCATION AND SIZE SHALL BE COORDINATED BY ENGINEER WITH
HOMEOWNER PRIOR TO CONSTRUCTION. WRITTEN CORRESPONDENCE WITH HOMEOWNER IS
REQUIRED AND COPIES SHALL BE SUBMITTED TO THE COUNTY FOR THE RECORD.
3. ALL PARCELS THAT ARE ADJCENT TO THIS SEWER PROJECT AND ARE LARGE ENOUGH
TO SHORT PLA I tt.D OR FURTHER DEVELOPED SHALL HAVE A MINIMUM OF A 6" SERVICE
STUB ADDED FOR FUTURE DEVELOPMENT.
N.A.V.D 88
ELEVATIONS SHOWN ARE BASED ON C.B.M.
"HV5-26-3," A "+" ON THE NORTH FLANGE BOLT OF
A FIRE HYDRANT, ON THE SOUTH SIDE OF 6TH
AVENUE, +/- 200' EAST OF PERR1NE, PER UUD-952
BENCH LEVEL NOTES, DATED 10/26/94.
ELEV. = 2007.03
2/037
DATE
SCALE:
RLM
SUBMITTAL FOR APPROVAL
NO.
10/04
DATE
RLM
RLM
BY
SUBMITTAL TO SPOKANE couNrir UTILITIES
ORIGINAL PLAN- PREPARATION
REVISIONS
HORIZONTAL:
AS SHOWN
VERTICAL:
NA.
PROJ #: 2004.82
DATE: 01 /15/07
DRAWN: RLIVI
APPROVED: TRW
WHIPPLE CONSULTING ENGINEERS
CIVIL AND TRANSPORTATION ENGINEERING
2528 NORTHSULLIVAN ROAD
SPOKANE VALLEY, WA 99216
PH: 509-893-2617 FAX: 509-926-0227
UNDERGROUND SERVICE ALERT
ONE -CALL NUMBER
456.8000
CALL TO BUSINESS DAYS
BEFORE YOU DIG
J. MANDREL TESTING, HYDROSTATIC AND/OR AIR PRESSURE TESTING, AND MANHOLE TESTING
SHALL BE PERFORMED FOLLOWING COMPLETION OF TRENCH BACKFILLING OPERATIONS. THE
TESTING SHALL BE OBSERVED UNTIL PASSING RESULTS ARE OBTAINED. MANHOLE TESTING
SHALL BE PERFORMED ON TEN PERCENT OF THE MANHOLES IN THE PROJECT, IN
ACCORDANCE WITH DEPARTMENT OF ECOLOGY'S "CRITERIA FOR SEWAGE WORKS DESIGN".
K. THE SPONSORS ENGINEER SHALL SCHEDULE TELEVISION INSPECTION OF THE SEWER LINES
THROUGH THE DIVISION OF UTILITIES ONCE THE OTHER TESTING HAS BEEN SATISFACTORILY
COMPLETED. THE DIVISION OF UTILITIES WILL THEN PERFORM THE TELEVISION INSPECTION
AND SUBMIT THE REPORT TO THE INSPECTING ENGINEER, WHO REVIEWS THE TAPES FOR
DEFICIENCIES REQUIRING CORRECTION OR REPAIR.
L. THE ITEMS LISTED UNDER RECORD DRAWINGS (NOTE #7) SHALL BE INCLUDED IN THE
INSPECTION AND TESTING WORK.
7. RECORD DRAWINGS: REPRODUCIBLE RECORD DRAWINGS WITH "ENGINEERS STATEMENT" ARE
TO BE SUBMITTED TO AND APPROVED BY THE SPOKANE COUNTY UTILITIES DEPARTMENT AT
THE COMPLETION OF CONSTRUCTION. 2 HORIZONTAL AND 1 VERTICAL TIES SHALL BE SHOWN
ON RECORD DRAWINGS FOR ALL SIDE SEWER SERVICES, MAIN LINE STUBS, AND CLEANOUTS.
STUBS THAT ARE NOT CONSTRUCTED PERPENDICULAR TO SEWER MAIN WILL NEED A STATION
AND OFFSET FROM SEWER MAIN TO END CAP SHOWN ON RECORD DRAWINGS. STATIONS
SHALL BE FROM DOWNSTREAM MANHOLE AND MEASURED ON MAIN SEWER LINE. MINIMUM
SEWER RECORD DRAWING REQUIREMENTS ARE AS FOLLOWS:
A. PIPE SIZE AND TYPE/LENGTH AND SLOPE BETWEEN MANHOLES.
B. ACTUAL RIM AND. INVERT ELEVATION AT EACH MANHOLE.
C. DISTANCE FROM DOWNSTREAM MANHOLE TO SIDE SEWER SERVICE STUB ENDS. 90 TO STUB
END. FROM SEWER MAIN OR BACK OF CURB (NOT PROPERTY LINES).
D. ALL ANGLE POINTS OR BENDS ON SIDE SERVICE LINE SHALL BE LOCATED WITH 2
HORIZONTAL SWING TIES. STUBS NOT CONSTRUCTED PERPENDICULAR TO SEWER MAIN WILL
REQUIRE A STATION ON THE SERVICE TEE ALSO SHOWN ON RECORD DRAWINGS.
E. ACTUAL INVERT ELEVATION OF STUB AND CALCULATED DEPTH FROM ADJOINING CURB OR
NATURAL GROUND. THE ENGINEER SHALL COMPLETE 8 1/2 x 11 COUNTY STANDARD PLAN
SHEET U-16 (SIDE SERVICE CONNECTION RECORD DRAWING) FOR EACH SIDE SERVICE WITHIN
PROJECT OR PLAT AND SUBMIT WITH RECORD DRAWINGS OF PLAN AND PROFILE SHEETS
PRIOR TO PROJECT SIGN OFF.
F. STREET WIDTH/BACK TO BACK OF CURBS/WIDTH OF RIGHT-OF-WAY.
G. LOCATION OF SEWER MAIN WITHIN STREET. FORCE MAIN ANGLE POINTS SHALL BE
LOCATED TWO WAYS HORIZONTALLY AND ONE WAY VERTICALLY FROM PERMANENT SURFACE
FEATURES.
H. STUBS NOT 10' FROM THE SIDE LOT LINES MUST BE MOVED OR A MAINTENANCE
EASEMENT MUST BE PROVIDED OR A HOLD COUNTY HARMLESS AGREEMENT MUST BE
PROVIDED.
I. SHOW ALL SERVICED LOTS, LOT NUMBERS, BLOCK NUMBERS AND LOT LINES.
J. SHOW DIMENSIONS AND INCLUDE A COPY OF THE RECORDED EASEMENT DOCUMENT FOR
ALL MAINLINE SANITARY SEWER EASEMENTS (10' MINIMUM EACH SIDE OF PIPE). INCLUDE
COUNTY MANHOLE NUMBERS.
K. HOW SECTION, TOWNSHIP, RANGE AND QUARTER SECTION.
L. RECORD DRAWINGS SHALL BE ON MYLAR AND IN INK AND MUST BE REVIEWED AND
APPROVED PRIOR TO THE APPROVAL OF A PRIVATE SEWER CONNECTION OR PRIOR TO THE
ACCEPTANCE OF A PUBLIC SEWER SYSTEM FOR MAINTENANCE AND OPERATION BY SPOKANE
COUNTY UTILITIES DEPARTMENT.
M. THE OWNER/DEVELOPER IS REQUIRED TO EMPLOY A PROFESSIONAL ENGINEER AND/OR
PROFESSIONAL LAND SURVEYOR TO PROVIDE RECORD DRAWINGS TO THE COUNTY UTILITIES
DEPARTMENT AT THE END OF CONSTRUCTION.
8. TESTING AND ACCEPTANCE: THE LOW PRESSURE AIR TEST METHOD SHALL BE USED. ALL
LINES SHALL BE CLEANED AND TV INSPECTED PRIOR TO ACCEPTANCE BY SPOKANE COUNTY.
ALL SEWER LINES SHALL BE CLEANED PRIOR TO TV INSPECTION BY JET RODDING OR BY
FLUSHING.
NOTE: WHEN FLUSHING IS USED BY A CONTRACTOR TO CLEAN LINES. THE ENGINEERS
INSPECTION REPRESENTATIVE SHALL BE PRESENT ON -SITE TO INSURE THAT NO
CONSTRUCTION MATERIAL IS FLUSHED INTO THE EXISTING COUNTY SEWER SYSTEM.
9. INSTALLATION OF SEWER SERVICE: PRIOR TO THE INSTALLATION OF SEWER SERVICES, THE
CONTRACTOR SHALL COORDINATE WITH EACH RESIDENT, A MINIMUM OF 48 HOURS IN
ADVANCE OF THE INSTALLATION OF THIER SERVICE. THE CONTRACTOR SHALL REMOVE AND
REPLACE FENCING AND DRIVEWAYS REQUIRED TO INSTALL SEWER SERVICES. THE
CONTRACTOR SHALL ALSO TOPSOIL AND SEED AND RESTORE DISTRURBED AREAS AS A
RESULT OF THIS CONSTRUCTION TO EXISTING CONDMONS.
10. EXISTING SEWER CONNECTIONS: THE CONTRACTOR SHALL VERIFY SEWER STUB LOCATIONS
WITH EXISTING HOMEOWNERS PRIOR TO CONSTRUCTION. SEWER SERVICE CONNECTIONS SHALL
BE TYPE A, UNLESS OTHERWISE SPECIFIED ON THE APPROVED PLANS. SEWER STUBS HAVE A
MINIMUM SLOPE OF 2% UNLESS OTHERWISE NOTED ON THE APPROVED PLANS.
FILE #REZ-21 -05
INSPECTIONS & PERMITS REQUIRED
PER SPOKANE COUNTY STANDARD
PLANS AND SPECIFICATIONS
ACCEPTED FOR
CO RU
-
BY
ATE dr-21z 707
SPOKANE COUNTY UTILITIES
SEWER PLANS
SHORT PLAT
NOTES AND DETAILS
SPOKANE COUNTY, WASHINGTON
SPOKANE VALLEY
'EXPIRE 9/24/
SHEET
3 OF 5
JOB NUMBER
2004-82
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N E 1/4 SECTION 21, T. 25 N.
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GRAPHIC SCALE
50 0 25 50
ME MEI
( IN FEET )
1 inch = 50 ft.
CURB RETURN TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
DELTA
Cl
30,00
47.12
30.00
42.43
90'00O0
C2
30.00
47.12
30.00
42.43
90`.00'00"
C3
30.00
47.12
30.00
42.43
90'00'00"
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30.00
47.12
30.00
42.43
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2000
1990
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EXISTING GROUND UNE
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EXSTING 8" SEWER
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SLO E = 0.0039. FT./FT.
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R. 44 Ea, WIWI
CONSTRUCTION NOTES
O
STATIONING FOR SIXTH AVENUE IS BASED ON BOVAY NORTHWEST PLAN NUMBER 16 OF
45 CONSTRUCTION PACKAGE NO.II..
EXISTING MANHOLE 3M FROM BOVAY NORTHWEST PLAN NUMBER 36 OF 45 FOR U.L.I.D.
88-01 CONSTRUCTION PACKAGE NO.. II. (STA. 8+07.99)
EXISTING MANHOLE 4M FROM BOVAY NORTHWEST PLAN NUMBER 36 OF 45 FOR U.L.I.D.
88-01 CONSTRUCTION PACKAGE NO. II. STA. 10+04.99)
STA. 9+37.94, 3.39' ± LT. PROVIDE AND INSTALL TYPE "I-48" INLINE MANHOLE PER
SPOKANE COUNTY STANDARDS AND DETAIL 1 SHEET 3.
THERE IS AN EXISTING SEWER SERVICE TO LOT 1 FROM SIXTH AVENUE SHOWN. EXTEND
NEW SERVICE FROM EXISTING TAP TO EASEMENT LINE AS SHOWN. FOR ADDI11ONAL
INFORMATION SEE AS —BUILT PLAN AT SPOKANE COUNTY UTILITIES FOR PARCEL NO.
45211.2305.
17'hL. e W 11 PPL E' Po45 s. 'E STOL=E" r PLANS
FILE #REZ-21-435
INSPECTIONS & PERMITS REQUIRED
PER SPOKANE COUNTY STANDARD
PLANS AND SPECIFICATIONS
ACCEPTED FOR
CON ST U TI_ON
BY
DA' 14— 61/
SPOKANE COUNTY UTILITIES
.AVID. ES
EL VATIONS SHOWN ARE BASED ON C.B.M.
"HV5-26-3," A "+" ON THE NORTH FLANGE BOLT OF
A FIRE HYDRANT, ON THE SOUTH SIDE OF 6TH
-
AVENUE, +/ 200'EAST OF PERRINE, PER ULID-952
BENCH LEVEL NOTES, DATED 10/26/94.
ELEV. = 2007.03
'--'� APPROVAL
EVELOPERS
DATE.
SCALE:
RLM
SUBMITTAL TO SPOKANE COUNTY UTILITIES
HORIZONTAL:.
N.A.
X
10/04
RLM
ORIGINAL PLAN PREPARATION.
NO.
DATE
BY
REVISIONS
VERTICAL:
N.A.
PROJ #: 2004.82
DATE: 01/15/07
DRAWN: RLM
APPROVED: TRW
WHIPPLE CONSULTING ENGINEERS
CIVIL AND TRANSPORTATION ENGINEERING
2528 NORTH SULUVAN ROAD
SPOKANE VALLEY, WA 99216
PH: 509-893-2617 FAX: 509-926-0227
SEWER PLANS
SHORT PLAT-28-05
SIXTH AVE. STA. 8+07..99 TO A 11+04.99
SPOKANE COUNTY, ASHI ,.. T _.
SPOKANE VALLEY
CALL TWO BUSINESS DAYS
BEFORE YOU DIG
SHEET
4 OF 5
JOB NUMBER
2004-82