2007, 05-03 SHP-28-05 Water 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 THE SPOKANE COUNTY
REGULATIONS/ORDIANCES 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 CITY OF SPOKANE VALLEY 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 UTILITIES,
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 CITY OF SPOKANE VALLEY 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 CITY OF SPOKANE VALLEY 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 THE CITY OF SPOKANE VALLEY 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 A PRECONSTRUCTION CONFERENCE SHALL BE HELD WIN THE CITY OF SPOKANE
VALLEY.
10. 11-1E 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 INT THE CONST9UCTtON SITE AND AVAILABLE TO THE CITY OF SPOKANE VALLEY 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 114E 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 Bt THE CONTRACTOR UNTIL UCHTIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITH HARD
SURFACE , R 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 CITY OF SPOKANE
VALLEY ENGINEERING DEPARTMENT AND THE REQUIREMENTS OF THE SPOKANE COUNTY ROAD STANDARDS.
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 TIME PERIOD APPROVED BY THE CITY OF SPOKANE VALLEY.
18. BASED ON A REQUIREMENTS FROM THE CITY OF SPOKANE VALLEY AND SPOKANE COUNTY ROAD STANDARDS,
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 CITY OF SPOKANE VALLEY ENGINEER.
19. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL BY THE CITY OF SPOKANE VALLEY
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 CITY
OF SPOKANE VALLEY DEPARTMENT OF BUILDING AND PLANNING AT 509-921-1000. 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.
WATER PURVEYOR POWER DISTRICT ENGINEER
MODERN ELECTRIC WATER CO.
NORTH 904 PINES ROAD
SPOKANE VALLEY, WA 99206
PHONE 509-928-4540
FAX: 509-755-9000
CONTACT: DAVE JOHNSON
SEWER
SPOKANE COUNTY UTILITIES
1026 WEST BROADWAY AVENUE
SPOKANE, WASHINGTON 99260
PHONE: 509-477-3604
FAX: 509-477-4715
CONTACT: BILLY URHAUSEN
HEALTH
SPOKANE REGIONAL HEALTH
1101 WEST COLLEGE AVENUE
SPOKANE, WASHINGTON 99260
PHONE: 509-324-1560
FAX: 509-324-3603
CONTACT: DON COPLEY
MODERN ELECTRIC WATER CO.
NORTH 904 PINES ROAD
SPOKANE VALLEY, WA 99206
PHONE: 509-928-4540
FAX: 509-755-9000
CONTACT: JOHN McFEELY
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.
SIMPSON ENGINEERS
909 NORTH ARGONNE ROAD
SPOKANE VALLEY, WA 99206
PHONE: 509-926-1322
PHONE: 509-926-1323
CONTACT: KEVIN McMULKIN, P.E.
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.
0 RT PLAT 2 8
05
WATER PLANS
SPOKANE VALLEY
SPOKANE COUNTY, WASHINGTON
NE 1/4 SECTION 21, T. 25 N., R. 44 E., W.M.
6TH. AVENUE
10
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GRAThlIC SCALE
40 0 20 40
80
( IN FEET )
1 inch = 40 ft.
SCALE 1" = 40'
ABBREVIATIONS
ACT. LEN. .... ACT LENGTH PRC
BCR BEGINNING OF CURVE PT
BDRY BOUNDARY
CO. SEWER CLEANOUT
CSTC CRUSHED SURFACE
TOP COURSE SI
CT. COURT SS
DIA DIAMETER STA.
ECR END OF CURB STA
EXIST. EXISTING TG
G GRADE TC
GB GRADE BREAK
FT. / FT. FEET PER FOOT
HYD HYDRANT
I.E. INVERT ELEVATION
LN. LANE
LT. LEFT
MH MANHOLE
MCR MID POINT OF CURVE
PC POINT OF CURVE
PET. PETROLEUM
PI POINT OF INTERSECTION
FIRE DEPARTMENT
FIRE DISTRICT NO. 1
EAST 10319 SPRAGUE AVENUE
SPOKANE VALLEY, WA 99206
PHONE: 509-928-1700
FAX: 509-892-4125
CONTACT: RICK FREIER
CABLE
SOLID WASTE
POINT OF REVERSE CURVE
POINT OF TANGENCY
RIM EL. RIM ELEVATION
RD ROAD
RT. RIGHT
STREET INTERSECTION
SANITARY SEWER
STATION
LEN STATION LENGTH
TOP OF GRATE
TOP OF CURB
WASTE MANAGEMENT
PHONE: 509-466-3400
COMCAST BROADBAND
1717 EAST BUCKEYE
SPOKANE, WASHINGTON, 99207
PHONE: 509 +81 1031 Piss" - 4917
€X1EN91421
CONTACT: BRYAN RICHARDSON
OWNER
RAY WILLMAN
12104 E. 6TH. AVENUE
SPOKANE VALLEY, WA 99206
PHONE: 509-924-1585
CONTACT: RAY WILLMAN
WATER SUPPLIER CERTIFICATION STATEMENT
A. MODERN ELECTRIC WATER COMPANY WITH STATE IDENTIFICATION NUMBER
556008 HAS APPROVED THIS WATER PLAN FOR WILLMAN ESTATES
SP-28-05. THIS WATER PLAN WILL SATISFY OUR NEEDS IN PROVIDING AN
ADEQUATE WATER SYSTEM AND FACILITIES FOR DOMESTIC AND FIRE
PROTECTION FOR THE ABOVE REFERENCED PROJECT.
vikkFid
kA)
Signature itle
20 7t67
Date
FIRE DISTRICT CERTIFICATION STATEMENT
FIRE DISTRICT NO. 1 HAS APPROVED THIS WATER PLAN FOR WILLMAN ESTATES
SP-28-05. THIS PLAN IS IN CONFORMANCE WITH OUR REQUIREMENTS AND WILL
SATISFY OUR NEEDS IN PROVIDING AN ADEQUATE WATER SYSTEM AND FACILITIES
FOR FIRE PROTECTION PURPO ES TO ALL SITES IN THE ABOVE NAMED PROJECT.
kif Ms As Mt- S /sic
nature Title Date
SPOKANE REGIONAL HEALTH DISTRICT STATEMENT
THE SPOKANE REGIONAL HEALTH DISTRICT HAS APPROVED THIS WATER PLAN AS
HAVING MET ALL APPLICABLE COUNTY DISTRICT REQUIREMENTS.
Qts Z2-0
Signature Title Date
1/41-iiiLV.D. 88'
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
DEVELOPER'S APPROVAL
2A/07
DATE
SCALE:
NO.
09/28
DATE
RLM
RLM
RLM
SUBMITTAL TO MODERN ELECTRIC WATER CO. FOR APPROVAL
SUBMITTAL TO MODERN ELECTRIC WATER CO.
ORIGINAL PLAN PREPARATION
HORIZONTAL:
AS SHOWN
BY
REVISIONS
VERTICAL:
N.A.
PROJ #: 2004.82
DATE: 01/24/07
DRAWN: RLM
APPROVED: TRW
CALL "IWO BUSINESS DAYS
BEFORE YOU DIG
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VICINITY MAP
FIRE HYDRANT LOCATIDNS AND DISTRIBUTION
THE CITY OF SPOKANE HAS ADOPTED THE 2003 INTERNATIONAL FIRE CODE (IFC). PER THE 203 IFC THE FOLLOWING FLOW
AND SPACING GUIDELINES APPLY
2003 INTERNATIONAL FIRE CODE - APPENDIX C - FIRE HYDRANT LOCATIONS AND DISTRIBUTION
IFC SECTION C101 - GENERAL
C101.0 - SCOPE. FIRE HYDRANT SHALL BE PROVIDED IN ACCORDANCE WITH THIS APPENDIX FOR ME PROTECTION OF
BUILINGS, OR PORTIONS OF BUILDINGS, HEREAFTER CONSTRUCTED.
IFC SECTION C102 - LOCATION
C102.1 - FIRE HYDRANT LOCATIONS. FIRE HYDRANTS SHALL BE PROVIDED ALONG REQUIRED FIRE APPARATUS ACCESS ROAD
ANDS ADJACENT PUBLIC STREETS
IFC SECTION C103 - NUMBER OF FIRE HYDRANTS
C103.1 - FIRE HYDRANTS AVAILABLE THE MINIMUM NUMBER OF FIRE HYDRANTS AVAILABLE TO A BUILDING SHALL NOT BE
LESS THAN THAT LISTED IN TABLE C105.1. THE NUMBER OF FIRE HYDRANTS AVAILABLE TO A COMPLEX OR SUBDIVISION
SHALL NOT BE LESS THAN THAT DETERMINED BY SPACING REQUIREMENTS LISTED IN TABLE C105.1 WHEN APPLIED TO FIRE
APPARATUS ACCESS ROADS THE PERIMETER PUBLIC STREETS FROM WHICH FIRE OPERMIONS COULD BE CONDUCTED.
in SECTION C104 - CONSIDERATION OF EXISTING FIRE HYDRANTS
C104.1 - EXISTING FIRE HYDRANTS. EXISTING FIRE HYDRANTS ON PUBLIC STREETS ARE ALLOWED TO BE CONSIDERED AS
AVAILABLE EXISTING FIRE HYDRANTS ON ADJACENT PROPERTIES SHALL NOT BE CONSIDERED AVAILABLE UNLESS FIRE
APPARATUS ACCESS ROADS EXTEND BETWEEN PROPERTIES AND EASEMENTS ARE ESTABLISHED TO PREVENT OBSTRUCTION OF
SUCH ROADS
IFC SECTION C105 - DISTRIBUTION OF FIRE HYDRANTS
C105.1 - HYDRANT SPACING. THE AVERAGE SPACING BETWEEN FIRE HYDRANTS SHALL NOT EXCEED THAT LISTED IN TABLE
C105.1
EXCEPTION: THE FIRE CHIEF IS AUTHORIZED TO ACCEPT A DEFICIENCY OF UP TO 10 PERCENT WHERE EXISTING FIRE
HYDRANTS PROVIDE A 1 OR A PORTION OF THE REQUIRED FIRE HYDRANT SERVICE.
REGARDLESS OF THE AVERAGE SPACING, FIRE HYDRANTS SHALL BE LOCATED SUCH THAT ALL POINTS OF STREETS AND
ACCESS ROADS ADJACENT TO A BUILDING ARE WITHIN THE DISTANCES LISTED IN TABLE C105.1.
FIRE FLOW
REQUIREMENTS
(GPM)
MIN. NUMBER
OF HYDRANTS
AVG. SPACING
BETWEEN
HYDRANTSmo
(FEET)
MAX. DISTANCE FROM
ANY POINT ON STREET
OR ROAD TO FRONTAGE
TO A HYDRANT 00
1750 OR LESS
1
500
250
2000 TO 2250
2
450
225
2500
3
450
225
3000
3
400
225
3500 TO 4000
4
350
210
4500 TO 5000
5
300
180
5500
6
300
180
6000
6
250
150
6500 TO 7000
7
250
150
7500 OR MORE
8 OR MORE (e)
200
120
FOOTNOTES
FOR SI: 1 FOOT = 304.8mm, 1 GPM = 3.785 L/m
REDUCE BY 100 FEET FOR DEAD-END STREETS OR ROADS.
b. WHERE STREETS ARE PROVIDED WITH MEDIAN DIVIDERS WHICH CAN BE CROSSED BY FIRE FIGHTERS PULLING HOSE
LINES, OR WHERE ARTERIAL ARE PROVIDED WITH FOUR OR MORE TRAFFIC LANES AND HAVE A TRAFFIC COUNT OF MORE
THAN 30000 VEHICLES PER DAY, HYDRANT SPACING SHALL AVERAGE 500 FEET ON EACH SIDE OF THE STREET AND BE
ARRANGED ON AN ALTERNATING BASIS UP TO A FIRE FLOW REQUIREMENT OF 7000 GPM AND 400 FEET FOR HIGHER FIRE
FLOW REQUIREMENTS.
WHERE NEW WATER MAINS ARE EXTENDED ALONG STREETS WHERE HYDRANT ARE NOT NEEDED FOR PROTECTION OF
STRUCTURES OR SIMILAR FIRE PROBLEMS, FIRE HYDRANTS SHALL BE PROVIDED AT SPACING NOT TO EXCEED 1000 FEET
TO PROVIDE FOR TRANSPORTATION HAZARDS.
d. REDUCE BY 50 FEET FOR DEAD-END STREETS OR ROADS.
e. ONE HYDRANT FOR EACH 1000 GALLONS PER MINUTE OR FRACTION THEREOF.
INDEX TO PLAN SHEETS
SHEET NO. 1 COVER AND NOTES
SHEET NO. 2 DEMOLITION PLAN
SHEET NO. 3 WATER PLAN - NOTES - DETAILS
WHIPPLE CONSULTING ENGINEERS
CIVIL AND TRANSPORTATION ENGINEERING
2528 NORTH SULUVAN ROAD
SPOKANE VALLEY, WA 99216
PH: 509,898-2617 FX: 509-926-0227
WILLMAN ESTASTES WATER PLANS
SHORT PLAT28-05
COVER SHEET
SPOKANE VALLEY
SPOKANE COUNTY, WASHINGTON
EXPIRES 9/24/ifirk
SHEET
OF 3
JOB NUMBER
2004-82
N:.E 1/4 SIECTVON 2 1 9 T. 2:5 N:.y R. 44 E.9 W.M.
6TH. AVENUE to
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260.36' N894T53"E F'
I N
SITE PLAN
SCALE: 1" = 30'
DEMOLITION NOTESr
O1 TREE TO BE REMOVED.
EXISTING WATER METER TO RELOCATED PER MODERN ELECTRIC WATER CO. STANDARDS.
O EXISTING POWER AND LIGHT POLE TO BE RELOCATED BY MODERN ELECTRIC WATER CO. PAID FOR BY DEVELOPER.
D EXISTING FENCE TO BE REMOVED AND / OR REPLACED AS AGREED ON WITH OWNER.
O
EXISTING HOSE BIBB TO BE REMOVED AND CAPPED AS AGREED ON WITH OWNER.
O EXISTING FENCE TO BE REMOVED.
OEXISTING SHED TO BE REMOVED OR RELOCATED AS AGREED UPON WITH OWNER.
N
W E
s
GRAPHIC SCALE
30 0 15 30 60
IN FEET
1 inch = 30 ft.
UNDERGROUND SERVICE ALERT
ONE —CALL NUMBER
456-8000
CALL TWO BUSINESS DAYS
BEFORE YOU DIG
25462
4'-6" MINIMUM
FIRE HYDRANT
" el In
•res;',.•
• • • • • • -
tfi•• 1'4
x•W
rei-"k
• Cs SAVLSve
• ts400-01170-
18" x 24" x 6"
BLOCK WITH
LIFTING EYE
4" x 8" x 16" -
CONCRETE
BLOCK
TYPICAL FIRE HYDRANT DETAIL
VALVE BOX, "TYLER" NO. 6855
TOP SECTION, (FLANGED)
WITH COVER, BOTTOM SECTION,
"TYLER" NO. 6855
NOTE: FOR FIRE HYDRANTS, SEE
"MODERN ELECTRIC WATER co."
STANDARD SPECIFICATIONS.
FINISHED GRADE
MECHANICAL JOINT CONNECTION
3/4" COLD ROLL
SHACKLE RODS
WATER
MAIN
6" M.J. VALVE TEE
NOT TO SCALE
3/4" GRAVEL 6" DJ. PIPE.
6" PVC. C900, CL 150
FITTINGS
AND
LOCATION
NUMBER OF FULL LENGTHS EACH WAY
PIPE • SIZE
18"
12"
10"
8"
6"
4"
90' BENDS,
TEES, CROSSES,
VALVES AND
DEAD ENDS
6
6
6
5
4
3
11 1/4BENDS
2
2
2
2
1
1
22 1/2' BENDS
3
3
3
3
2
2
45' BENDS
5
5
5
4
3
3
DESIGN PRESSURE = 58 P.S.I.
RESTRAINED JOINT
TAE3LE
NOT TO SCALE
BEARING AREA THRUST
1
vckos'
NOTE: THE FOLLOWING TABULATION IS BASED
UPON A MAXIMUM WATER PRESSURE
OF 150 P.S.I. W111-I A MINIMUM BEARING
CAPACITY OF 2,000 LBS./SQ. FOOT. FOR
OTHER VALUES, THE BEARING AREA SHOULD
BE ADJUSTED PROPORTIONATELY.
COMPACTED EARTH
24" x 36" x 6"
BLOCK WITH
UF1ING EYE
#5 REBAR FOR 6" AND 8" PIPE
#6 FOR 10" AND 12" PIPE
BEARING AREA
PER TABLE (TYP.)
(FOR VALVES, TEES, OR CROSSES WITH DIRECTLY
ATTACHED VALVES, PLUGS, OR BLIND FLANGES)
TYPICAL STEEL STRAP
INSTALLATION
NOT TO SCALE
PIPE
DIAMETER
”D"
MINIMUM BEARING AREA OF BLOCK IN SQUARE FEET
TEES AND ENDS
90' BEND
45' BEND
22 1/2' BEND
4"
1.5
1.8
1.5
1.5
6"
2.9
4.0
2.3
1.5
8"
5.0
7.2
3.8
2.6
10"
8.0
11.3
6.0
4.0
12"
11.5
16.2
8.8
4.5
14"
15.6
22.0
11.9
6.0
16"
20.1
28.5
15.4
7.8
THRUST BLC3CK DETAIL
NOT TO SCALE
PIPE
DIAMETER
VOLUME OF THRUST BLOCKING (CU. YDS.)
&RID
BID
2g 1END/2.
1 IBE1/ND4.
6"
1.8
0.9
0.4
-- -
8"
12
1.7
0.8
03
10"
4.9
2.6
1.3
0.5
12"
7.cL
3.7
1.8
0.8
NOTE: THRUST BLOCK VOLUME BASED ON 4000 LBS /CU yd. FOR CONCRETE AND A
HYDRAUUC TEST PRESSURE OF 150 P.S.I. THRUST BLOCK VOLUMES SHALL BE
PROPORTIONALLY ADJUSTED FOR DIFFERENT HYDRAULIC TEST PRESSURES.
VERTICAL THRUST
BLOCKING TABLE
NOT TO SCALE
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 PERRINE, PER ULID-952
BENCH LEVEL NOTES, DATED 10/26/94.
ELEV. = 2007.03
NOT USED
BLOWOFF DETAIL
NOT TO SCALE
NE 1/4 SECTION 21, T. 25 Noy R. 44 E., WNW.
USE FORD MODEL C52 UDS
METER WITH
RADIO READ UNIT
CAP
111 WATER SERVICE DETAIL
NOT TO SCALE
LEGEND
TYLER TOP SECTION
VALVE BOX #6855
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NOTE;
THE CONTRACTOR HAS THE OPTION TO
CONTINUE SERVICE LINE INTO BUILDING.
WHEN METER IS INSTALLED, M.E.W.CO.
WILL CUT SERVICE UNE AND INSERT
METER SETTING.
//- CURB BOX
FROM M.E.W.CO.
/ \
FORD B11 444
BALL VALVE
1" GALV. PIPE
"ROMAC" 20
SADDLE
FORD B11 444
BALL VALVE
•
MODERN (M.E.W.00.) GENERAL NOTES
EXISTING
)
GENERAL
ROADWAY CENTER LINE
RIGHT OF WAY LINE
PROPERTY LINE
EASEMENT LINE
FENCE
CURB
PAVEMENT
GRAVEL
CONCRETE
BUILDINGS & STRUCTURES
MONUMENT
S AN ITARY SEWER
) SANITARY SEWER
o )
)
V
FH
WS 0
gAVRS
WWM
0
ABLOWOFF
MH
DW CD
CB 0
GM
MANHOLE
CLEANOUT
SEWER SERVICE
WATER
WATER LINE
VALVE
FIRE HYDRANT
SERVICE
METER
BLOVVOFF
AIR VACUUM RELIEF STATION
STORM DRAINAGE
DRAINAGE LINE
MANHOLE
DRYWELL
CATCH BASIN
DITCH
NATURAL GAS
GAS LINE
VALVE
METER
AlijA,RS
PROPOSED
•
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CB
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TELEPHONE - POWER
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TELEPHONE RISER
TELEPHONE VAULT
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1. ALL MATERIALS AND INSTALLATION PROCEDURES SHALL CONFORM TO THE REQUIREMENTS
OF THESE PLANS, MODERN ELECTRIC WATER CO. STANDARDS AND APPUCABLE PORTIONS OF
A.W.W.A. AND A.P.W.A.
2. SIMPSON ENGINEERS, AT 926-1322, MUST BE CALLED BEFORE ANY TRENCH CLOSURES
3. MODERN ELECTRIC WATER CO., AT 928-4540, MUST BE CALLED BEFORE ANY TRENCH CLOSURES.
4. WATER MAIN LOCATION MUST BE APPROVED BY M.E.W.CO.
5. ALL MATERIALS MUST BE INSPECTED AND APPROVED BY M.E.W.CO. PRIOR TO INSTALLATION.
6. WATER MAINS TO BE DISINFECTED TO THE SATISFACTION OF THE W.S.D.O.H.
7. WATER MAINS TO BE PRESSURE TESTED AT 150 P.S.I. FOR AT LEAST 30 MINUTES TO THE
SATISFACTION OF SIMPSON ENGINEERS.
8. WATER MAINS TO HAVE 4'-6" MINIMUM AND 5'-6" MAXIMUM COVER.
9. MODERN ELECTRIC WATER CO. SHALL OBTAIN STREET OPENING PERMIT FROM SPOKANE
COUNTY PRIOR TO CONSTRUCTION, OTHER THAN THAT STIPULATED IN "DETAILED"
SPECIFICATIONS.
10. FIRE HYDRANT ASSEMBUES AND THEIR INSTALLATION SHALL BE ACCORDING TO MODERN ELECTRIC
WATER CO. STANDARD SHEET, DATED 2/22/83.
11. ALL MATERIALS MUST BE NEW.
12. THRUST BLOCKS SHALL BE PRECAST, REINFORCED CONCRETE, 6" x 24" x 36" MODERN
ELECTRIC WATER CO. STANDARD.
13. WATER MAIN SHALL BE A MINIMUM OF TEN FEET FROM SANITARY SEWER LINES.
2A/07
E ELOPER'S APPROVAL DATE
NO.
10/04
DATE
RLM
RLM
BY
14. WATER MAIN AND WATER SERVICES CROSSING SANITARY SEWERS WITH LESS THAN 18"
SEPARATION WITH SANITARY SEWERS MUST BE SLEEVED 20 FEET (NO JOINTS) WITH
10 FEET EACH SIDE OF SEWER.
15. WATER SERVICES MUST HAVE BALL VALVES ON SERVICE CONNECTIONS WITH TRAFFIC
MODEL VALVE BOXES, AS USTED IN "DETAILED" SPECIFICATIONS.
16. THRUST BLOCKS SHALL BE INSTALLED AT ALL HORIZONTAL AND VERTICAL BENDS OF
22-1/2 DEGREES OR GREATER AND AT ALL TEES.
17. WATER MAINS TO BE CLASS 150 A.W.W.A. C900 PVC PIPE.
18. WATER METERS AND VAULTS TO BE PROVIDED AND INSTALLED BY M.E.W.CO. AT DEVELOPERS COST.
19. MODERN ELECTRIC WATER CO. REQUIRES PREPAYMENT OF ESTIMATED COST OF
CONNECTION TO ITS WATERMAIN.
20. NO WATER MAIN SHALL BE CONSTRUCTED THROUGH A "208" DRAINAGE SWALE OR POND.
21. DEVELOPER/OWNER IS TO GIVE MODERN ELECTRIC WATER CO. A 12.00' WIDE UTIUTY EASEMENT
6.00' ON EACH SIDE OF 4 " AND 2" WATERMAINS FIRE HYDRANT UNES AND FIRE HYDRANTS
ON THEIR PROPERTY
22. WATER VALVE BOXES TO BE "TYLER" 6855-16T (TOP) AND 6855-368 (BOTTOM).
23. DUPLEXES REQUIRE 2 SERVICES UNLESS ZERO LOT UNE OPTION IS WAIVED.
swum -rue. TO 'MODERN ELECTRIC WATER CO. FOR APPROVAL
ORIGINAL PLAN PREPARATION
REVISIONS
VERTICAL:
N.A.
PROJ #:
DATE:
DRAWN: RLM
2004.82
01/24/07
APPROVED: TRW
---------
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,Il
10.67'
SITE PLAN
2 36' N89'4 '"E
1.0-
1
r- -
CALL TWO BUSINESS DAYS
BEFORE YOU DIG
2°c-fp V'
41,
GRAPHIC SCALE
30 0 15 30
60
SCALE: 1" = 30'
CONSTRUCTION NOTES
( IN FEET )
1 inch = 30 ft.
SIXTH AVENUE - STATIONING ON SIXTH AVENUE IS BASED ON SPOKANE COUNTY SEWER PROJECT
(U.L.I.D. 88-01) PER BOVAY NORTHWEST DRAWING 36 OF 45, CONSTRUCTION PACKAGE NO. II.
STA. 9+52.94, 12.50' ± RT., CONNECTION TO EXISTING 8" WATER MAIN WITH TAPPING TEE AND 8"
RESILIENT SEAT GATE VALVES PER MODERN ELECTRIC WATER CO., PAID FOR BY DEVELOPER.
WHIPPLE LANE - STA. 11+90.00, RT. PROVIDE AND INSTALL 8" x x 6" D.I. TEE FOR FIRE
HYDRANT WITH 8" x 4" D.I. REDUCER ON SOUTH END PER MODERN ELECTRIC WATER CO.
STANDARDS.
PROVIDE AND INSTALL 4" CLASS 150 A.W.W.A. C900 PVC PIPE PER MODERN ELECTRIC WATER CO.
STANDARDS.
STA. 10+19.00, 9.00' RT. 4" x x 2" TEE WITH THRUST BLOCK PER MODERN ELECTRIC WATER
CO. STANDARDS.
WHIPPLE LANE HAMMERHEAD - PROVIDE AND INSTALL 2" A.W.W.A. CLASS 150 C900 PVC PIPE PER
MODERN ELECTRIC WATER CO. STANDARDS.
STA. 10+03.00, 9.00' LT. PROVIDE AND INSTALL 2" END CAP PER MODERN ELECTRIC WATER CO.
STANDARDS.
STA. 10+07.00, 9.00' LT. PROVIDE AND INSTALL WATER SERVICE TAP TO LOT 6 WITHIN 3' OF END
OF 2" PER MODERN ELECTRIC WATER CO. STANDARDS AND DETAIL 2 THIS SHEET.
STA. 11+17.00, 9.00' LT. PROVIDE AND INSTALL 2" END CAP PER MODERN ELECTRIC WATER CO.
STANDARDS.
STA. 11+14.00, 9.00' LT. PROVIDE AND INSTALL SERVICE TAP TO LOT 4 WITHIN 3' OF END OF 2"
PER MODERN ELECTRIC WATER CO. STANDARDS AND DETAIL 2 THIS SHEET.
WHIPPLE CONSULTING ENGINEERS
CIVIL AND TRANSPORTATION ENGINEERING
2528 NORTH SULLIVAN ROAD
SPOKANE VALLEY, WA 99216
PH: 5M-893-2617 FAX: 509-926-0227
W LLNIAN ESTATES WATER PLANS
SHORT PLAT-28-05
WATER PLAN - DETAILS
SPOKANE VALLEY
SPOKANE COUNTY, WASHINGTON
lid EXPIRES 9/24/
SHEET
3 OF 3
JOB NUMBER
2004-82