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(JUJU SITE DEVELOPMENT PLAN
PROVIDED BY D.R. STRONG INC.
8 BUILDINGS
BLDG, # # UNITS
1 4
2 5
3 3
4 6
5 6
6 9
1-8"
1-8" 22.5' BEND (MJxMJ)
7 5 'NUL/IIII) "A" .
8 3
TOTAL 41 UNITS
NOTE: PROVIDE ONE DOMESTIC METER
FOR EACH UNIT.
NOTE: PROVIDE FIRE LINE METERS AS
REQUIRED. PROVIDE BACKFLOW
FACILITIES PER DISTRICT
REQUIREMENTS. (SEE NOTES BELOW)
FIRE METER BUILDING SERVICE NOTES: ,
1. INDIVIDUAL INTERIOR FIRE PROTECTION FACILITIES SUBJECT
TO SEPARATE FIRE PERMIT REQUIREMENTS.
I
2. DEVELOPER / CONTRACTOR RESPONSIBLE TO PROVIDE AND
INSTALL STATE APPROVED BACKFLOW PROTECTION FACILITY
(DCVA) OUTSIDE EACH BUILDING, IN SECURITY VAULT,
LOCATED IN LINE BETWEEN METER AND BUILDING. BUILDING
OWNERS SHALL PROVIDE TO SCWS DISTRICT CERTIFICATION
OF PROPER OPERATION AT START UP AND ANNUALLY
ACCORDING TO KING COUNTY FIRE REQUIREMENTS.
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3. PRIVATE INTERIOR FIRE SYSTEMS, PRIVATE FOC AND PIV ARE
OWNED AND MAINTAINED BY BUILDING OWNERS AND ARE
NOT THE RESPONSIBILITY OF SCWS DISTRICT.
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BUILDING I
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NOTE: DEVELOPER / CONTRACTOR TO VERIFY OFFSITE
WATERMAIN LOCATION PRIOR TO CONSTRUCTION.
EX. RETAININC
00?7 1-8" 11.25' BEND (M_ ..... _,
50 100
W#.f'#,f"$)/P/P'ff,,@
SCALE IN FE;ET
FH
ALL ON SITE
RECREATION SPACE
o WATER SERVICE)
31'PERM.ESMT
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PROP.
STORM
DETENTION
VAULT
, TEMPORARY
CON ST. PERMIT
I
I 4 I O~L0 STD. 5-1/4"MVO
FH ASSY.
. WATER GARDEN HOUSE
u~-c,x. WALL
--I-~n' TEMPORARY
CONST. PERMIT
OFF SITE ESMT.
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BLDG,3
~r--"L..L.. FIRE SERVICE DETAIL
(TYP. EACH BLDG.)
~~===:=;H~I-8" 45' BEND (MJxMJ)
BLD .4
BLDG.
12' -8"DI
-8"x8"TEE (FLxFL)
2-8"GV (FLxMJ)
1-8"ADAPT. (FLxMJ)
-8"DI
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0015
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xl
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0010
i -8"x4"TEE (FLxMJ)
I-S"GV (FLxMJ)
1-8" ADAPT. (FLxMJ)
1-4"GV (FLxMJ)
-8" 90' BEND (MJxFL)
1-8"GV (FLxMJ)
fTYP.
O'PERM.ESMT.
-STD. 4"BO ASSY.
. (OFF PAVING)
(:012
SERVICE LINE
FIRE METER
2" DCVA
FIRE LINE TO sUiC5iFfG-----
DEVELOPER TO
PROVIDE SIZE
REOUIREMENT PRIOR
TO CONSTRUCTION.
FIRE SERVICE DETAIL
NTS
NOTE: ALL WORK AND MATERIAL IN SE 172ND ST.,
127TH AVE SE AND SE PETROVITSKY ROAD
SUBJECT TO KING COUNTY RIGHT OF WAY
CONSTRUCTION PERMIT.
NOTE: DEVELOPER/CONTRACTOR RESPONSIBLE
TO REMOVE ANY EXISTING (DOMESTIC USE)
WELL AND/OR EXISTING SEPTIC TANK AND
DRAINFIELD FROM SERVICE ACCORDING
TO HEALTH DEPARTMENT REQUIREMENTS.
NOTE: SET METER LOCATIONS AT 1 FT.
BEYOND SIDEWALK/CURB (TYP.)
NOTE:
WATER MAIN TO BE INSTALLED UNDER STORM
UNLESS OTHERWISE NOTED. ,
,.-,,,., ID'ni';"'~'''''''''"-'"::I''f.~ .... " .. -~_ ~ ~-; " .. cij,' •. ,,) ,., , ' ·"·'-'<''''''l·¢;;,,·yhr.;;:-¥xv'ik-'"'f:'.w;L:l
NOTE:
FINAL FIRE HYDRANT LOCATION SUBJECT
TO KING COUNTY FIRE MARSHAL PERMIT &
APPROVAL.
NOTE: 1
DEVELOPER/ CONTRACTOR TO VERIFY I
LOCATION OF EXIST. 6"AC & 12"01 WATERMAINS ;1'
PRIOR TO START OF CONSTRUCTION. ,
"l4iii'---r!,!-'·«·£A".~·e,~w;."'.·' "'," ._,. , '".' ~ .. '-' ~ , .'U _.C'> "" ""'''. n' "1!i"'," '. >" t~-fi""VI"'~dt";'~"f4~
NOTE: DEVELOPER RESPONSIBLE TO
PROVIDE KING COUNTY GRADING
PERMIT FOR OFF-SITE WATERMAIN
PRIOR TO CONSTRUCTION.
WATER GENERAL NOTES: (REVISED 09126101)
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF SOOS CREEK WATER AND SEWER
DISTRICT, ALSO REFERRED TO HEREINAFrER AS "DISTRICT'.
2. THE DEVELOPER SHALL FURNISH THE DISTRICT A COpy OF THE COMMERCIAL ANDIOR SUBDIVISION PLANS APPROVED
BY THE GOVERNING AGENCY PRIOR TO ANY WATER MAIN CONSTRUCTION.
3. PRIOR TO CONSTRUCTING ANY WATER MAINS. THE APPROPRIATE STREETS AND LOTS SHALL BE CLEARED, GRADED,
AND STAKED BY THE DEVELOPER AND ALL EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR.
4. FOLLOWING WATER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REOUIRING THE MAINS
TO BE RECONSTRUCTED SHALL BE MADE AT THE DEVELOPER'S EXPENSE. RECONSTRUCTION SHALL CONFORM TO THE
SPECIFICATIONS OF THE DISTRICT. ALL COSTS FOR INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE
DEVELOPER IN ADDITION TO THE STANDARD CHARGES. AND SHALL BE PAID BEFORE ACCEPTANCE BY THE DISTRICT.
5 NO WATER SERVICE CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION OF THE BILL OF
SALE AND ALL EASEMENTS. MAKE APPLICATION TO SOOS CREEK WATER AND SEWER DISTRICT FOR WATER METER
INSTALLATION FOR EACH WATER SERVICE CONNECTION PRIOR TO MAKING CONNECTION. BILL OF SALE WILL NOT BE
PROCESSED UNTIL PUGET SOUND ENERGY HAS INSTALLED THEIR VAULTS. HAND HOLES AND LIGHT STANDARDS.
6. ALL COSTS OF WATER MAIN RE-STAKING SHALL BE PAID BY THE DEVELOPER.
7. PROPERTY CORNERS SHALL BE PINNED WITH REFERENCE TACK ON CURBS BY THE DEVELOPER.
8. CONTRACTOR SHALL NOTIFY SOOS CREEK WATER AND SEWER DISTRICT AT (253) 630-9900 TO SCHEDULE A
PRE-CONSTRUCTION MEETING AT THE DISTRICT OFFICE. AFrER THE PRE-CONSTRUCTION MEETING THE CONTRACTOR
SHALL NOTIFY THE CONSTRUCTION REVIEW REPRESENTATIVE FOR SOOS CREEK WATER AND SEWER DISTRICT AT
LEAST 48 HOURS (REGUlAR WORKING DAYS) BEFORE STARTING WORK.
9. CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMIT REQUIREMENTS. INSPECTIONS
MUST BE SCHEDULED AT LEAST 48 ~IOURS IN ADVANCE.
SPECIAL NOTES:
1. DEVELOPER/ CONTRACTOR RESPONSIBLE TO PROVIDE
AS-BUILT SURVEY LEGAL DESCRIPTION FOR PREPARATION
OF WATER EASEMENTS PRIOR TO FINAL ACCEPTANCE.
2. DEVELOPER/ CONTRACTOR RESPONSIBLE TO PROVIDE
SURVEY CONTROL PRIOR TO THE START OF
WATER CONSTRUCTION.
(5
"' ~ (STD. 5-1/4"MVO
6 ~ FH ASSY.
fY
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NO CONNECTION~ 0 REMOVE & DISPOSE
TO EX. 6" AC WM 'lEX
I OF EX. FH ASSY.,
FH FITTINGS, & BLOCKING _______ .J '-~E':::" '!!:! ___ _
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EX. 6"AC WATER
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1-12"x8"TEE (FLxFL)
1-8"GV (FLxMJ)
2-12"GV (FLxMJ)
2-12"DI SPOOL X LENGTH REO'D.
2-12" CPLG. ADAPT. (ACxDI)
EX-:-lrDI INA TER -Il-~m:o{)-0<.12"01 WA TER
DETAIL 1
NTS
--~ ,~ SHEET INDEX
SH.NO. DESCRIPTION
1 WATERMAIN PLAN
2 CONSTRUCTION PROVISIONS
3 MATERIALS & SURFACE RESTORATION
4 WATER DETAILS
5 WATER DETAILS
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CONSTRUCTION PROVISIONS
1, STANDARD SPECIFICATIONS
ALL WORK, MATERIALS AND TESTING SHALL CONFORM TO THE STANDARDS OF SOOS CREEK WATER & SEWER
DISTRICT AND THE "2000 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION"
PREPARED JOINTLY BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE WASHINGTON STATE
CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION, AND HEREINAFTER REFERRED TO AS THE "STANDARD
SPECIFICATIONS," EXCEPT AS HEREIN MODIFIED,
2, TRENCH EXCAVATION, BEDDING AND BACKFILL
ALL WORK WITHIN THE RIGHT-OF-WAY SHALL COMPLY WITH ALL PERTINENT PERMITS, THE GOVERNING AGENCY'S
ROAD STANDARDS, AND THE STANDARD SPECIFICATIONS, ALL MATERIAL FROM CLEARING AND GRUBBING SHALL BE
HAULED TO AN APPROVED WASTE DISPOSAL SITE PROVIDED BY THE CONTRACTOR,
WHEN TRENCHING THROUGH EXISTING PAVEMENT, THE PAVEMENT SHALL BE CUT ON A NEAT-LINE BY SAW-
CUTTING, JACK-HAMMERING OR OTHER APPROVED METHOD TO PROVIDE A CONTINUOUS LINE, TRENCH SIDES
SHALL BE KEPT AS VERTICAL AS POSSIBLE GIVEN THE SOIL CONDITIONS, COMPACTION AND RESTORATION
SHALL BE DONE AS DETAILED BELOW AND IMMEDIATELY AFTER THE TRENCH BACKFILL IS PLACED, SO AS TO
CAUSE THE LEAST DISRUPTION TO TRAFFIC, CEMENT CONCRETE PAVEMENT SHALL BE CUT 1 FOOT OUTSIDE
THE EDGE OF THE TRENCH ON EACH SIDE,
ANY TRENCH EXCEEDING FOUR FEET IN DEPTH SHALL BE PROVIDED WITH ADEQUATE SAFETY SYSTEMS MEETING THE
REQUIREMENTS OF THE WASHINGTON STATE INDUSTRIAL SAFETY AND HEALTH ACT (WISHA), CHAPTER 49,17 RCW,
AND ALL REGULATIONS ADOPTED PURSUANT THERETO, CONTRACTOR SHALL HAVE A STRUCTURAL ENGINEER REVIEW
AND STAMP ANY AND ALL SHORING PLANS AND CALCULATIONS, THE CONTRACTOR ALONE SHALL BE RESPONSIBLE
FOR WORKER SAFETY AND THE DISTRICT AND THE ENGINEER ASSUME NO RESPONSIBILITY,
WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM IS SUITABLE FOR PIPE BEDDING, THE BOTTOM SHALL BE HAND
FINISHED TO GRADE SO THAT THE PIPE WILL HAVE UNIFORM SUPPORT ALONG THE BARREL AND BELL. AFTER THE
PIPE IS IN PLACE ADDITIONAL HAND SELECTED NATIVE MATERIAL MEETING THE REQUIREMENTS FOR BEDDING
MATERIAL SHALL BE PLACED AND TAMPED AROUND THE PIPE FOR A MINIMUM OF 4 INCHES ABOVE THE CROWN OF
THE PIPE,
WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM IS STONY OR OTHERWISE NON-UNIFORM THE TRENCH SHALL BE
OVER-EXCAVATED A MINIMUM OF 6 INCHES BELOW THE SPECIFIED GRADE AND A LAYER OF PIPE BEDDING
MATERIAL SHALL BE FURNISHED AND PLACED BY THE CONTRACTOR TO THE SPECIFIED GRADE, AFTER THE PIPE IS
IN PLACE ADDITIONAL HAND SELECTED NATIVE MATERIAL MEETING THE REQUIREMENTS FOR BEDDING MATERIAL
SHALL BE PLACED AND TAMPED AROUND THE PIPE FOR A MINIMUM OF 4 INCHES ABOVE THE CROWN OF THE PIPE,
IF THE NATIVE MATERIAL AT THE TRENCH BOTTOM IS UNSUITABLE FOR FOUNDATION PURPOSES Ol( WILL HAVE
DIFFICULTY PROVIDING UNIFORM BEARING FOR THE PIPE, SUCH MATERIAL SHALL BE REMOVED AND REPLACED WITH
A MI~JlMUM OF 6 INCHES OF COMPACTED FOUNDATION MATERIAL,
THE BEDDING MATERIAL SHALL BE CARRIED UP EVENLY ON BOTH SIDES OF THE PIPE SIMULTANEOUSLY IN
APPI<OXIMATELY 6-INCH LAYERS AND EACH LAYER THOROUGHLY COMPACTED WITH APPROPRIATE TOOLS IN SUCH
MANNER AS TO AVOID INJURING OR DISTURBING THE COMPLETED PIPELINE, ALL BEDDING AND NATIVE MATERIAL
SHALL BE STORED AWAY FROM THE EDGES OF EXCAVATION AND OFF THE PAVED ROADWAY AND SHOULDER,
ALL TRENCH BACKFILL SHALL BE MECHANICALLY COMPACTED TO 95% OF MAXIMUM DENSITY WITHIN THE RIGHT-OF-
WAY AND IN ALL AREAS (PAVED AND UNPAVED) WHERE STREETS, ROADWAY SHOULDERS, DRIVEWAYS, SIDEWALKS,
OR PARKING LOTS WILL BE CONSTRUCTED OR RECONSTRUCTED OVER THE TRENCH EXCEPT FOR TRENCHES OVER 8
FEET IN DEPTH, WHEN THE TRENCH DEPTH EXCEEDS 8 FEET, TRENCH BACKFILL UP TO 4 FEET FROM THE TOP OF
THE TRENCH MAY BE WATER SETTLED OR MECHANICALLY COMPACTED TO 90% OF THE MAXIMUM DENSITY, THE
REMAINING TOP 4 FEET OF THE TRENCH SHALL THEN BE MECHANICALLY COMPACTED TO 95% OF THE MAXIMUM
DENSITY, IN UNPAVED AREAS AND OTHER AREAS NOT SUBJECT TO VEHICULAR TRAFFIC, TRENCH BACKFILL FROM
THE PIPE TO WITHIN 3 FEET OF THE SURFACE SHALL BE COMPACTED TO 90% OF THE MAXIMUM DENSITY, THE
UPPER 3 FEET SHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY,
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ALL DENSITIES SHALL BE DETERMINED BY TESTING PER THE MODIFIED PROCTOR METHOD, ASTM D1557, THE
DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING DENSITY TEST REPORTS CERTIFIED BY A
PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON, A MINIMUM OF ONE TEST SHALL BE TAKEN
WITt-tiN EVERY 500 FEET OF TRENCH LENGTH AND AT DEPTHS UP TO 50% OF TRENCH DEPTH, OR AS DIRECTED BY
THE RESIDENT PROJECT REPRESENTATIVE OR GOVERNING ROAD AGENCY, COMPACTION OF LATERALS OR SERVICE
LINE TRENCHES SHALL BE TESTED WHERE DIRECTED BY THE RESIDENT PROJECT REPRESENTATIVE OR GOVERNING
ROAD AGENCY, TESTING OF CDF SHALL BE IN ACCORDANCE WITH ASTM D4832,
BACKFILL SHALL BE PLACED IN UNIFORM LOOSE LAYERS NO MORE THAN 12-INCHES THICK AND MECHANICALLY
COMPACTED AS SPECIFIED, IN ANY TRENCH WHERE THE SPECIFIED COMPACTION CANNOT BE ACHIEVED WITH
NATIVE BACKFILL, THE TOP 4 FEET SHALL BE REPLACED AND COMPACTED TO 95% OF THE MAXIMUM DENSITY WITH
IMPORTED BANK RUN GRAVEL, THE ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION TEST AT ANY
TIME ON THE BACKFILL MATERIAL.
IN TRANSVERSE CUTS TO THE ROAD ALIGNMENT AND AT ALL UTILITY CROSSINGS, THE ENTIRE TRENCH SHALL BE
BACKFILLED WITH CRUSHED SURFACING, BACKFILL SHALL BE PLACED AND MECHANICALLY COMPACTED IN 1-FOOT
MAXIMUM LIFTS, AFTER BACKFILL AND COMPACTION, AN IMMEDIATE COLD MIX PATCH SHALL BE PLACED AND
MAINTAINED IN A MANNER ACCEPTABLE TO THE GOVERNING AGENCY'S INSPECTOR UNTIL REPLACED WITH A
PERMANENT HOT MIX PATCH,
ALL PIPE AND FITTINGS SHALL BE LAID "IN THE DRY" UNLESS OTHERWISE APPROVED BY ENGINEER, TRENCH
EXCAVATIONS SHALL BE DEWA TERED BY USING WELL POINT SYSTEMS, SUMPS WITH PUMPS OR OTHER METHODS
APPROVED BY THE ENGINEER, DEWATERING SYSTEMS SHALL BE USED IN ACCORDANCE WITH GOOD STANDARD
PRACTICE AND SHALL BE EFFICIENT ENOUGH TO LOWER THE WATER LEVEL IN ADVANCE OF THE EXCAVATION AND
MAINTAIN IT CONTINUOUSLY TO KEEP THE TRENCH BOTTOM AND SIDES FIRM AND DRY, CONTRACTOR SHALL
SUBMIT THE DEWATERING PLAN TO ENGINEER FOR REVIEW AT LEAST 10 DAYS PRIOR TO COMMENCING ANY
DEWA TERING WORK, ALL DEWATERING EFFLUENT SHALL BE ROUTED THROUGH A DEWATERING POND PRIOR TO
RELEASE,
GROUNDWATER SHALL BE CONTROLLED SUCH THAT SOFTENING OF THE BOTTOM OF EXCAVATIONS OR FORMATION OF
"QUICK" CONDITIONS OR "BOILS" DURING EXCAVATION SHALL BE PREVENTED AND NO SOIL SHALL BE ERODED INTO
THE EXCAVATION FROM THE SIDES OF EXCAVATION, DEWATERING SYSTEMS SHALL BE DESIGNED AND OPERATED SO
AS TO PREVENT REMOVAL OF THE NATURAL SOILS, CONTRACTOR SHALL AT ALL TIMES HAVE ON HAND SUFFICIENT
PUMPING EQUIPMENT AND MACHINERY IN GOOD WORKING CONDITION FOR ALL ORDINARY EMERGENCIES, INCLUDING
POWER OUTAGES, AND SHALL HAVE AVAILABLE AT ALL TIMES COMPETENT WORKERS FOR THE OPERATION OF SAID
EQUIPMENT,
CONTRACTOR SHALL CONTROL SURFACE RUNOFF SO AS TO PREVENT ENTRY OR COLLECTION OF WATER IN
EXCAVATIONS, CONTRACTOR SHALL MAINTAIN THE UNDISTURBED STATE OF THE FOUNDATION SOILS AND ALLOW THE
PLACEMENT OF ANY BACKFILL TO THE REQUIRED DENSITY, THE RELEASE OF GROUNDWATER TO ITS STATIC LEVEL
SHALL BE PERFORMED IN SUCH A MANNER AS TO MAINTAIN THE UNDISTURBED STATE OF THE NATURAL
FOUNDATION SOILS, PREVENT DISTURBANCE OF COMPACTED BACKFILL, AND PREVENT FLOTATION OR MOVEMENT OF
STRUCTURES AND PIPELINES,
CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PERMIT REQUIREMENTS AND PROVISIONS FOR
MONITORING AND MANAGING WATER DISCHARGED FROM THE EXCAVATION,
3, COVER OVER PIPELINES
THE DEPTH OF COVER FOR WATER MAINS SHALL BE 36 INCHES FOR 8-INCH DIAMETER AND SMALLER MAINS AND
48-INCHES FOR MAINS OVER 8-INCHES IN DIAMETER UNLESS PROVIDED OTHERWISE ON THE DRAWINGS, DEPTH OF
COVER AT DITCH LINES SHALL MEET THE SAME REQUIREMENTS UNLESS PROVIDED OTHERWISE ON THE DRAWINGS,
EXCEPTIONS WILL BE ALLOWED ONLY WITH THE PRIOR APPROVAL OF THE DISTRICT,
4, CONNECTION TO EXISTING WATER SYSTEM
THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AND OTHER UTILITIES AT LEAST 48 HOURS
IN ADVANCE OF ANY CONSTRUCTION AND MAKE THE NECESSARY ARRANGEMENTS WITH THE DISTRICT'S FIELD
REPRESENTATIVE FOR THE CONNECTION TO THE EXISTING WATER MAIN, THE CONTRACTOR SHALL NOT OPERATE
ANY GATE VALVE OF THE WATER SYSTEM BEFORE, DURING OR AFTER CONSTRUCTION WITHOUT PRIOR APPROVAL OF
THE DISTRICT, THE CONTRACTOR SHALL FURNISH ALL MATERIAL, EQUIPMENT AND LABOR NECESSARY FOR
MAKING THE CONNECTION UNDER THE SUPERVISION OF THE DISTRICT, THE 48 HOUR NOTICE REQUIREMENT
SHALL NOT COUNT SATURDAYS, SUNDAYS, AND HOLIDAYS,
WORK SHALL NOT BE STARTED UNTIL ALL OF THE MATERIALS, EQUIPMENT AND LABOR NECESSARY TO PROPERLY
COMPLETE WORK ARE ASSEMBLED ON THE SITE, ONCE WORK IS STARTED ON A CONNECTION, IT SHALL PROCEED
CONTINUOUSLY WITHOUT INTERRUPTION AND AS RAPIDLY AS POSSIBLE UNTIL THE CONNECTION IS COMPLETED,
BEFORE ORDERING MATERIALS FOR ANY CONNECTION TO AN EXISTING WATER MAIN, CONTRACTOR SHALL EXCAVATE
THE WATER MAIN AND VERIFY OUTSIDE DIAMETER OF ALL PIPES FOR DETERMINATIO~I OF TYPES OF FITTINGS TO BE
USED, CONTRACTOR SHALL COORDINATE THE WORK WITH THE CONSTRUCTION REVIEW REPRESENTATIVE FOR THE
DISTRICT,
5, SEPARATION OF UTILITIES
MINIMUM SEPARATION BETWEEN WATER AND SEWER MAINS SHALL CONFORM TO SECTION C1-9,1 OF THE CRITERIA
FOR SEWAGE WORKS DESIGN AS PUBLISHED BY THE DEPARTMENT OF ECOLOGY IN DECEMBER 1998, MINIMUM
SEPARATION BETWEEN OTHER UTILITIES SHALL BE 6 INCHES WITH A SAND CUSHION,
WATER MAINS SHALL PASS UNDER STORM SEWERS WHEN NECESSARY TO MAINTAIN THE MINIMUM COVER
REQUIREMENTS FOR WATER MAINS, THERE SHALL BE NOT LESS THAN A SIX-INCH CUSHION BETWEEN THE WATER
MAINS AND THE STORM SEWERS,
PUGET SOUND ENERGY VAULTS, HAND HOLES AND LIGHT STANDARDS SHALL BE LOCATED NO CLOSER THAN 10 FEET
FROM ANY WATER MAINS, FIRE HYDRANTS. AND BLOW-OFF ASSEMBLIES AND NO CLOSER THAN 5 FEET FROM ANY
WATER SERVICES, DEVELOPER SHALL BE RESPONSIBLE FOR COORlJlNATION OF VAULTS, HAND HOLES, AND LIGHT
STANDARDS WITH THE WATER MAINS, SERVICES, FIRE HYDRANTS, AND BLOW-OFF ASSEMBLIES, NO CONSTRUCTION
SHALL START UNTIL THE DEVELOPER HAS FURNISHED THE ENGINEER WITH A WORK SKETCH FROM PUGET SOUND
ENERGY,
6, THRUST BLOCKING
ALL FITTINGS SHALL BE BLOCKED WITH POURED CONCRETE AGAINST UNDISTURBED SOIL WITH SUFFICIENT CONCRETE
AND 3/4-INCH ANCHOR RODS, IF REQUIRED, TO RESIST THE RESULTANT FORCES, BLOCKING SHALL PROVIDE FOR
REMOVAL OF ANY CONNECTION TO THE FITTING WITHOUT DAMAGE ro THE FITTING, WHERE UNFAVORABLE GROUND
CONDITIONS ARE ENCOUNTERED, SPECIAL BLOCKING WILL BE REQUlr~ED AS DIRECTED BY THE ENGINEER IN THE
FIELD, WHEN DIGGING NEAR FITTINGS ON EXISTING PIPELINES, TE~WORARY BLOCKING SHALL BE INSTALLED TO
PREVENT BLOWOUTS, THRUST BLOCKING SHALL CONFORM TO THE STANDARD DETAILS,
7, WATER WORKS TESTING
TESTING OF LINES SHALL BE IN ACCORDANCE WITH SECTION 7-11,3(11) OF THE STANDARD SPECIFICATIONS, TEST
PRESSURE SHALL BE THE EXISTING SYSTEM LINE PRESSURE PLUS 150 PSI, BUT IN NO CASE SHALL THE TEST
PRESSURE BE LESS THAN 250 PSI, MAINS SHALL BE DISINFECTED PER SECTION 7-11.3(12) OF THE STANDARD
SPECIFICATIONS,
CONTRACTOR SHALL CUBE AND FLUSH ALL NEW WATER MAINS WHILE BEING OBSERVED BY DISTRICT AND THE
RESIDENT PROJECT REPRESENTATIVE, DISTRICT SHALL FURNISH THE CUBES FOR THE CONTRACTOR WHO SHALL
THEN BE RESPONSIBLE FOR CUBING THE NEW WATER MAINS, CON'i'RACTOR SHALL COORDINATE WITH DISTRICT AND
THE RESIDENT PROJECT REPRESENTATIVE FOR THE LOCATIONS TO ElE CUBED, AFTER THE CUBES HAVE BEEN
FLUSHED FROM THE SYSTEM, THE REST OF THE FLUSHING, CHLORINATING, PRESSURE AND PURITY TESTS SHALL BE
COMPLETED, DISTRICT SHALL BE RESPONSIBLE FOR COLLECTING THE SAMPLES AND OBTAINING THE
BACTERIOLOGICAL TESTS,
8, REPAIR OF PIPELINE FAILURES
BROKEN OR OTHERWISE DEFECTIVE PIPE SHALL BE REMOVED AND REPLACED, REPAIR BANDS OR CLAMPS SHALL
NOT BE USED TO REPAIR BROKEN PIPE,
g, JACKED CROSSING
AT LOCATIONS SHOWN ON THE DRAWINGS, WATER MAIN CROSSINGS OF ARTERIAL STREETS SHALL BE MADE BY
JACKING, DRIVING, OR AUGURING A STEEL CASING PIPE BENEATH THE SURFACE, ALIGNMENT AND GRADE OF
CASINGS FURNISHED SHALL BE SUCH THAT NO ADDITIONAL FITTINGS ARE NECESSARY TO MAKE THE CONNECTION,
IF THE CASING DOES NOT MEET THIS REQUIREMENT, IT SHALL BE ABANDONED BY FILLING THE CASING WITH MOIST
SAND AND A NEW CASING INSTALLED TO MEET THE LINE AND GRADE REQUIREMENTS, NO OPEN EXCAVATION SHALL
BE MADE CLOSER THAN 6 FEET FROM THE EDGE OF PAVEMENT, DIAMETER OF CASING PIPE SHALL BE SUFFICIENT
TO ALLOW INSTALLATION OF THE WATER PIPE, WALL THICKNESS SHALL BE SUFFICIENT TO WITHSTAND INSTALLATION
FORCE AND HIGHWAY LOADING WITH A MINIMUM THICI(NESS OF 1/4-INCH, AFTER THE WATER PIPE HAS BEEN
ADJUSTED TO GRADE, MOIST SAND SHALL BE TAMPED INTO THE CASING PIPE SO THAT ALL VOIDS WILL BE FILLED,
MANUFACTURED CASING SPACERS THAT PROHIBIT MOVEMENT OF TilE PIPE IN ANY DIRECTION WITHIN THE CASING
MAY BE USED IN LIEU OF FILLING THE VOID BETWEEN THE WATER MAIN AND THE CASING WALL WITH SAND,
10, WATER SUPPLY
WATER SUPPLY FOR FILLING, TESTING AND FLUSHING OF THE NEW MAINS WILL BE AVAILABLE FROM THE EXISTING
DISTRIBUTION SYSTEM; HOWEVER, THE CONTRACTOR WILL BE BILLED BY THE DISTRICT FOR THE WATER USED
AT THE CURRENT COMMERCIAL METER RATE, THE CONTRACTOR MAY PROVIDE HIS OWN METERING FACILITIES TO
THE SATISFACTION OF THE DISTRICT OR ACCEPT THE QUANTITIES ESTIMATED BY THE DISTRICT,
11, EXISTING UTILITIES
EXISTING UTILITIES SHOWN ON THE DRAWINGS HAVE BEEN PLOTTED FROM THE BEST INFORMATION AVAILABLE TO
THE ENGINEER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES WELL ENOUGH IN
ADVANCE OF THE EXCAVATION TO PREVENT DAMAGE DURING CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS OPERATIONS ON THE PROJECT,
THE DEVELOPER SHALL RELOCATE OR REPLACE ANY EXISTING FIRE HYDRANTS LOCATED WITHIN 50 FEET OF THE
DEVELOPMENT TO MEET DISTRICT'S REQUIREMENTS IF NEW CONSTRUCTION BY THE DEVELOPMENT CREATES A
SAFETY HAZARD OR A NON-COMPLIANT CONDITION WITH DISTRICT STANDARD SPECIFICATION REQUIREMENTS,
12, WARRANTY PERIOD
THE DEVELOPER MAKING THE APPLICATION FOR A LINE EXTENSION, AND HIS CONTRACTOR, SHALL BE RESPONSIBLE
FOR THE MATERIALS AND FOR SATISFACTORY OPERATION OF THE FACILITY FOR A PERIOD OF ONE YEAR FROM THE
DATE OF ACCEPTANCE OF THE COMPLETED PROJECT AND THE BILL OF SALE TO THE DISTRICT,
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ISSUED FOR PERMI"J'-BA_sE_MA_P ----1
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MATERIALS
1. DUCTILE IRON PIPE
ALL DUCTILE IRON PIPES SHALL CONFORM TO SECTION 9-30.1(1) OF THE STANDARD SPECIFICATIONS. PIPE SHALL
BE CLASS 52 CONFORMING TO LAYING CONDITION TYPE 2 UNLESS SHOWN OTHERWISE ON THE DRAWINGS. AND
SHALL BE LINED WITH CEMENT MORTAR PER ANSIjAWWA C104/A21.4-95 AND SHALL BE SEAL COATED. JOINTS
SHALL BE PUSH-ON TYPES WITH RUBBER GASKETS. WHICH FIT INTO ANNULAR GROOVES. JOINTS AT VALVES OR
FITTINGS MAY BE MECHANICAL JOINT OR FLANGED DEPENDING ON SPECIFICATION AND DRAWING REQUIREMENT.
DUCTILE IRON PIPE MANUFACTURED AND DISTRIBUTED BY PACIFIC STATES CAST IRON PIPE COMPANY SHALL BE
MANUFACTURED AFTER 1988. WHERE SHOWN ON THE DRAWINGS. RESTRAINED JOINTS FOR DUCTILE IRON PIPE
SHALL BE U.S. PIPE FIELD LOCK GASKET SYSTEM OR APPROVED EQUAL.
2. FITTINGS
FITIINGS FOR DUCTILE IRON PIPE SHALL CONFORM TO SECTION 9-30.2(1) OF THE STANDARD SPECIFICATIONS AND
MAY BE FLANGED. MECHANICAL OR PUSH-ON AS REQUIRED OR SHOWN ON THE DRAWINGS. FLANGED FITTINGS
SHALL CONFORM TO A CLASS 125 PRESSURE RATING. MECHANICAL JOINTS FITTINGS SHALL BE RESTRAINED WITH
MEGA-LUG RESTRAINING DEVICES OR APPROVED EQUAL. RESTRAINING DEVICES SHALL BE MANUFACTURED OF HIGH
STRENGTH DUCTILE IRON. ASTM A536. GRADE 65-45-12. BOLTS AND CONNECTING HARDWARE SHALL BE OF HIGH
STRENGTH LOW ALLOY MATERIAL IN ACCORDANCE WITH ANSI/AWWA C111/A21.11. ALL RESTRAINING DEVICES SHALL
HAVE A WATER WORKING PRESSURE RATING EQUIVALENT TO THE FULL RATED PRESSURE OF THE PIPE ON WHICH
THEY ARE INSTALLED, WITH A MINIMUM 2:1 SAFETY FACTOR IN ANY NOMINAL PIPE SIZE. NOTARIZED CERTIFICATION
FROM THE MANUFACTURER OF THE RESTRAINT DEVICE SHALL BE PROVIDED WITH SUBMITTALS.
THE EXTERIOR OF ALL DUCTILE IRON FITIINGS SHALL BE COATED WITH BITUMINOUS PAINT.
3. FIRE HYDRANTS
HYDRANTS SHALL CONFORM TO AWWA C-502. EXCEPT AS HEREIN MODIFIED. HYDRANT SHALL HAVE A MINIMUM OF
5 1/4-INCH MAIN VALVE OPENING WITH TWO 2 1/2-INCH HOSE CONNECTIONS AND ONE 4 1/2-INCH PUMPER
CONNECTION. ALL PORTS SHALL BE FURNISHED WITH NATIONAL STANDARD HOSE THREAD AND 1 1/4-INCH
OPERATING NUTS THAT TURN COUNTERCLOCKWISE TO OPEN.
IN FIRE PROTECTION DISTRICT NO. 40. THE PUMPER CONNECTION SHALL BE EQUIPPED WITH A 5-INCH STORTZ
ADAPTER MEETING OR EXCEEDING THE FOLLOWING SPECIFICATIONS.
A. STORTZ ADAPTER AND CAP TO BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARD COAT
ANODIZED.
[L THREADED PORTION TO HAVE TWO SET SCREWS 180' APART AND NO LUGS.
C, STORTZ FACE TO BE METAL WITH NO GASKETS TO WEATHER.
D. STORTZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET AND SHALL BE ATTACHED TO IIYDRANT ADAPTER
WIJH1 /8-INCJ:l . .c0A TED STAINLESS STEEL AIRCRAFT CABLE.
L CAP TO BE CONNECTED AND DISCONNECTED WITH STORTZ WRENCHES ONLY. TORQUE TO BE SUFFICIENT SO
CAP CANNOT BE REMOVED BY HAND.
HYDRANTS SHALL BE FURNISHED WITH A 6-INCH MECHANICAL JOINT OUTLET. TWO 3/4-INCH DIAMETER TIE RODS.
A 6-INCH AUXILIARY GATE VALVE WITH VALVE BOX. AND A RISER TO SUIT TRENCH DEPTH AT EACH INSTALLATION.
THE GATE VALVE SHALL BE FLANGED TO THE MAIN TEE. HYDRANT SHALL BE FURNISHED WITH A BREAK-OFF
FLANGE ON THE BARREL AND A BREAK-OFF COUPLING FOR THE STEM. HYDRANTS SHALL CONFORM TO (WATER)
DISTRICT STANDARDS.
ALL FIRE HYDRANTS SHALL BE M & H STYLE 929 RELIANT. MUELLER CENTURIONMQDEL A-423. CLOW
MEDALLION OR WAnEROUS PACER NO. WB-67.'
NOZZLES SHALL BE FITTED WITH RENEWABLE BRONZE NIPPLE LOCKED IN PLACE. MAINTAIN 3 FEET CLEARANCE
BETWEEN HYDRANT AND PROPERTY OR EASEMENT LINE.
TYPE 1 BLUE REFLECTIVE MARKERS AS DESCRIBED IN SECTION 9-21.1 OF THE STANDARD SPECIFICATIONS SHALL
BE INSTALLED AS REQUIRED BY THE GOVERNING ROAD AGENCY.
FIRE HYDRANTS SHALL BE EQUIPPED WITH STEAMER AND HOSE PORT THREADS IN ACCORDANCE WITH THE
REQUIREMENTS OF THE LOCAL FIRE PROTECTION DISTRICT.
THE HYDRANT SHALL BE CLEANSED AND PRIME COATED WITH A HEAVY DUTY BRUSH TYPE PRIMER OR APPROVED
EQUAL. ALL HYDRANTS SHALL BE PAINTED WHITE WITH TWO TOP COATS OF OIL RESISTANT ENAMEL. BRUSH TYPE
OR APPROVED EQUAL. THE DISTA~ICE FROM THE HYDRANT TO THE 6-INCH GATE VALVE SHALL BE STENCILED ON
THE HYDRANT WITH 2-INCH LETTERS.
DURING THE CHLORINATING PROCESS FOR THE NEWLY LAID PIPE. ALL VALVES ASSOCIATED WITH THE FIRE
HYDRANTS SHALL BE OPERATED WHILE THE PIPELINE IS FILLED WITH THE CHLOR!NATING AGENT AND UNDER
NORMAL OPERATING PRESSURE.
4. FIRE HYDRANT GUARD POSTS
GUARD POSTS SHALL NOT BE INSTALLED WITH FIRE HYDRANT ASSEMBLIES UNLESS INDICATED OTHERWISE ON THE
DRAWINGS OR REQUIRED BY DISTRICT. IF GUARD POSTS ARE REQUIRED BY DISTRICT. THEY SHALL BE MADE OF
REINFORCED CONCRETE. 8 INCHES IN DIAMETER. 6 FEET LONG AND BURIED TO A MINIMUM DEPTH OF 3 FEET.
GUARD POSTS SHALL BE SET WITH THEIR TOPS AT THE SAME ELEVATION AS THE BONNET FLANGE OF THE
HYDRANT. THE EXPOSED PORTION OF THE GUARD POSTS SHALL BE PAINTED WITH 2 COATS OF EXTERIOR
CONCRETE PAINT. COLOR AS DESIGNATED BY THE DISTRICT.
5. GATE VALVES
GATE VALVES SHALL BE OF THE SIZE AND TYPE INDICATED ON THE DRAWINGS WITH BRONZE-MOUNTED RESILIENT
SEAT WEDGING DEVICES CONFORMING TO AWWA C509. VALVES SHALL BE COATED PER AWWA C550 WITH NON-
RISING STEMS. OPEN COUNTERCLOCKWISE. AND BE EQUIPPED WITH AN O-RING STUFFING BOX. VALVE END
CONNECTIONS MAY BE FLANGED. MECHANICAL JOINT OR PUSH-ON AS REQUIRED OR SHOWN ON THE DRAWINGS.
ALL FLANGE FACES SHALL BE MACHINED AND DRILLED TO STRADDLE THE VERTICAL CENTERLINE. VALVE STEM
EXTENSIONS WITH PLATE WELDED TO OPERATING NUT WILL BE REQUIRED WHERE OPERATING NUT IS MORE THAN 4
FEET BELOW SURFACE. THE VALVE STEM EXTENSION TOP SHALL BE INSTALLED WITHIN 18 INCHES TO 24 INCHES
BELOW FINISH GRADE AND SHALL HAVE A 2-INCH SQUARE OPERATING NUT AND SELF CENTERING ROCK PLATE
SUPPORT. LOCK DOWN SETSCREWS SHALL NOT BE USED ON VALVE OPERATING NUT EXTENSIONS.
MANUFACTURER SHALL PROVIDE CATALOG DATA. NET WEIGHT, AND ASSEMBLY DRAWINGS OF ALL VALVES TO BE
PURCHASED AND INSTALLED AS WELL AS AN AFFIDAVIT OF COMPLIANCE. ALL VALVES SHALL HAVE A WATER
WORKING PRESSURE RATING EQUIVALENT TO THE FULL RATED PRESSURE OF THE PIPE ON WHICH THEY ARE
INSTALLED. WITH A MINIMUM 2:1 SAFETY FACTOR IN ANY NOMINAL PIPE SIZE.
6. VALVE BOX
VALVE BOX SHALL BE CAST IRON SERIES 940B AS MANUFACTURED BY OLYMPIC FOUNDRY OR APPROVED EQUAL
WITH LID MARKED "WATER". ALL BOXES SHALL BE ADJUSTED TO MATCH THE FINISH GRADE AT THE VALVE
LOCATION. ALL VALVE BOX COVERS SHALL BE PAINTED BLUE. ORIENT THE VALVE BOXES SO THE "EARS" ARE
SET THE SAME AS THE PIPE DIRECTION. PROVIDE 4 INCH THICK BY 2 FEET WIDE ASPHALT OR CONCRETE COLLAR
AROUND VALVE BOX COVERS IN UNIMPROVED AREAS. LANDSCAPE AREAS AND EASEMENTS.
7. VALVE MARKER POSTS
VALVE MARKER POSTS SHALL BE FURNISHED AND INSTALLED WITH EACH VALVE UNLESS THE VALVE IS LOCATED IN
THE PAVEMENT OR IN A VAULT. NO MARKER POST IS REQUIRED FOR VALVES LOCATED IN THE PAVEMENT OR IN A
VAULT. MARKER POSTS SHALL BE CONCRETE WITH 4-INCH MINIMUM SQUARE SECTION, 42-INCH LENGTH. AND
SHALL BE REINFORCED WITH ONE 3/8" X 39" BAR OF REINFORCING STEEL. MARKERS SHALL BE PLACED AT THE
EDGE OF THE RIGHT-OF-WAY OPPOSITE THE VALVE OR AS DIRECTED BY THE ENGINEER WITH 18 INCHES OF THE
POST EXPOSED ABOVE GRADE. THE EXPOSED PORTION SHALL BE PAINTED WITH TWO COATS OF WHITE EXTERIOR
CONCRETE PAINT WITH THE SIZE OF THE VALVE AND THE DISTANCE IN FEET AND INCHES TO THE VALVE STENCILED
WITH BLACK PAINT ON THE FACE OF THE POST USING A STENCIL THAT WILL PRODUCE LETTERS TWO INCHES HIGH.
8. WET TAPS
TAPPING SLEEVE SHALL BE JGM 412 STEEL OR ROMAC "SST" STAINLESS STEEL SLEEVES WITH FULL COVERAGE
RUBBER GASKET. OR APPROVED EQUAL. VALVE SHALL BE A RESILIENT SEATED VALVE MADE FOR TAPPING. U.S.
PIPE METROSEAL 250 OR APPROVED EQUAL. REFER TO THE GATE VALVE DESCRIPTION FOR ADDITIONAL DETAILS.
SUBMITTALS REQUIRED FOR ALL WET TAP MATERIALS.
9. WATER SERVICES AND METERS
NEW SERVICE LINES SHALL BE CLASS 200. HI-MOL OR APPROVED EQUAL AND SHALL CONFORM TO THE DRAWINGS,
STANDARD DETAILS AND SECTIONS 9-30.6 AND 9-30.6(3)B OF THE STANDARD SPECIFICATIONS. INSTALL PLASTIC-
COATED 16-GAUGE COPPER TRACER WIRE ALONG TOP OF ALL PLASTIC SERVICE PIPES. ATTACH BARE WIRE TO
ANGLE AND CORPORATION STOPS.
CONNECTIONS FROM PIPE TO ANGLE AND CORPORATION STOPS SHALL BE WITH COMPRESSION PACK JOINTS.
METER BOX SHALL BE AS CALLED OUT ON THE SERVICE DETAIL ON THE DRAWINGS. METER BOXES LOCATED IN
DRIVEWAYS OR SIDEWALKS SHALL BE A TRAFFIC BEARING BOX AND COVER AS APPROVED BY THE DISTRICT.
WATER SERVICES SHALL BE LOCATED BY MUTUAL AGREEMENT BETWEEN DEVELOPER. DISTRICT. AND OTHER UTILITY
COMPANIES. PAINT SERVICE LOCATIONS ON CURB WITH BLUE PAINT. METER BOXES SHALL BE FURNISHED BY
DEVELOPER/CONTRACTOR AND INSTALLED BY CONTRACTOR. IF METER BOXES ARE LOCATED IN DRIVEWAYS OR
SIDEWALKS. TRAFFIC BOX AND COVER MUST BE APPROVED BY THE DISTRICT AND FURNISHED BY THE
CONTRACTOR. TOUCH READ METERS AND LIDS SHALL BE PROVIDED ON ALL PLATS AND LOTS.
WATER SERVICE SHALL BE LOCATED I~O CLOSER THAN 5 FEEl FROM POWER VAULTS. HAND HOLES AND LIGHT
STANDARDS.
ALL SERVICE LINES SHALL BE ONE-INCH MINIMUM. AND SHALL BE CONTINUOUS AND UNSPLICED FROM
CORPORATION STOP TO METER AND SHALL HAVE 6 INCHES 01' SAND BEDDING SURROUNDING THE SERVICE LINE.
EXPANSION LOOPS ARE TO BE HELD AS FLAT AS POSSIBLE WiTH NO REVERSE GRADE. WATER MAIN SERVICE
SADDLE AND CORPORATION STOP WITH COMPRESSION ADAPTEI~ SHALL BE LOCATED AT APPROXIMATELY 10' ABOVE
SPRING LINE PER THE STANDARD DETAIL SHOWN ON THE DRAWINGS.
THE CONTRACTOR SHALL NOT BACKFILL ANY SERVICE LINES UNTIL ALL BRASS FITTINGS ASSOCIATED WITH THAT
SERVICE LINE HAVE BEEN INSPECTED AND ACCEPTED BY THE DISTRICT.
EXISTING WATER SERVICES WHICH NEED TO BE ABANDONED SHALL BE DISCONNECTED AT THE WATER MAIN
CORPORATION STOP. THE CONTRACTOR SHALL COORDINATE WITH THE DISTRICT'S REPRESENTATIVE AS
REQUIRED.
10. IMPORTED GRAVEL MATERIAL
PIPE BEDDING SHALL CONFORM TO SECTION 9-03.15 OF THE STANDARD SPECIFICATIONS. FOUNDATION GRAVEL
SHALL CONFORM TO SECTION 9-03.17 OF THE STANOARO SPECIFICATIONS. BANKRUN GRAVEL FOR TRENCH
BACKFILL SHALL CONFORM TO SECTION 9-03.19 OF THE STANDARD SPECIFICATIONS. EXCEPT AT TRANSVERSE CUTS
TO THE ROAD ALIGNMENT OR AT UTILITY CROSSINGS. WHICH SHALL BE BACKFILLED WITH CRUSHED GRAVEL
SURFACING. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND DISPOSING OF ANY EXCESS EXCAVATED
SOIL MATERIAL AT AN APPROVED DISPOSAL SITE.
11. CRUSHED GRAVEL SURFACING
CRUSHED GRAVEL SURFACING SHALL CONFORM TO THE REQUIREME~ITS OF SECTION 9-03.9(3) OF THE STANDARD
SPECIFICATIONS.
12. ASPHALT CONCRETE PATCH AND OVERLAY
ASPHALT CONCRETE SURFACING FOR PATCHING AND OVERLAY SHALL CONFORM TO SECTION 5-04.2 AND 5-04.3
OF THE STANDARD SPECIFICATIONS. ASPHALT CONCRETE SURFACING SHALL MEET CLASS B GRADING
REQUIREMENTS.
SURFACE RESTORATION
1. OFFSITE SURFACE RESTORATION
ALL PAVED OR UNPAVED SURFACES OR EASEMENTS SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER
THAN THAT WHICH EXISTED PRIOR TO CONSTRUCTION. ALL TREES. SHRUBS AND OR OTHER IMPROVEMENTS SHALL
BE SAVED. RELOCATED. OR REPLACED BY CONTRACTOR UNLESS NOTED OTHERWISE ON THE DRAWINGS OR IN THE
EASEMENT STIPULATIONS. RESTORATION SHALL BE TO THE SATISFACTION OF THE DISTRICT. PROPERTY
OWNER. OR GOVERNING ROAD AGENCY. PRECONSTRUCTION PHOTOGRAPHS SHALL BE USED TO APPROVE
RESTORATION.
2. ROAD SHOULDER RESTORATION WITHIN RIGHT-OF-WAY
THE EXISTING SURFACING OF DISTURBED ASPHALT SHOULDERS SHALL BE REMOVED TO A MINIMUM DEPTH OF 6
INCHES BELOW ORIGINAL STREET GRADE TO PROVIDE FOR PLACEMENT OF THE NEW SUB GRADE AND PAVING. THE
SUBGRADE SHALL BE CONSTRUCTED OF 1 1/4-INCH MINUS CRUSHED SURFACING BASE COURSE PLACED TO A
COMPACTED THICKNESS OF 2 1/2 INCHES. FOLLOWED BY 5/B-INCH MINUS CRUSHED SURFACING TOP COURSE
PLACED TO A COMPACTED THICKNESS OF 1 1/2 INCHES. CLASS B ASPHALT CONCRETE SHALL THEN BE PLACED
AND COMPACTED IN 2-INCH LIFTS UP TO A MAXIMUM 4-INCII THICKNESS TO MATCH EXISTING PAVEMENT
THICKNESS. MINIMUM THICKNESS SHALL BE 2 INCHES. THE SHOULDER SHALL BE REPLACED TO THE EXISTING
FOG LINE IN AREAS WHERE THE EXISTING ASPHALT SHOULDEII IS SERIOUSLY DISTURBED. OR AT THE ENGINEER'S
DISCRETION.
RESTORA TION OF GRAVEL SHOULDERS SHALL INCLUDE A MINIMUM OF 1 1/2 INCHES OF CRUSHED SURFACING TOP
COURSE AND 2 1/2 INCHES OF CRUSHED SURFACING BASE COURSE.
3. ASPHALT SURFACE RESTORATION WITHIN RIGHT-OF-WAY
THE EXISTING ASPHALT SURFACE SHALL BE CUT ON A NEAT LINE WITH A CUTTING DISC OR SIMILAR APPROVED
TOOL PRIOR TO EXCAVATION. FOLLOWING PROPER BACKFILL AND COMPACTION OF THE TRENCH. THE EDGES OF
THE SURFACING SHALL BE RETRIMMED 6 INCHES WIDER THAN THE EXCAVATION WITH STRAIGHT VERTICAL EDGES
FREE FROM IRREGULARITIES. A 1 1/4-INCH MINUS CRUSHED SURFACING BASE COURSE SHALL BE PLACED TO A
COMPACTED THICKNESS OF 4 1/2 INCHES. FOLLOWED BY 5/B-INCH MINUS CRUSHED SURFACING TOP COURSE
PLACED TO A COMPACTED THICKNESS OF 2 INCHES.
CLASS B ASPHALT CONCRETE SHALL THEN BE PLACED AND COMPACTED IN 2-INCH LIFTS TO MATCH THE EXISTING
THICKNESS AND GRADE OF THE ORIGINAL SURFACE. ASPHALT PATCH SHALL HAVE A MINIMUM THICKNESS OF 2
INCHES AND A MAXIMUM THICKNESS OF 4 INCHES. THE ASPHALT PATCH SHALL THEN BE OVERLAID WITH A
MINIMUM OF 1 1/2 INCHES COMPACTED CLASS B ASPHALT CONCRETE. ASPHALT OVERLAY SHALL BE PRE-LEVELED
AS DETERMINED BY THE RESIDENT PROJECT REPRESENTATIVE OR ENGINEER. NO OVERLAY SHALL BE REQUIRED IF
THE FINAL TRIMMED EDGE OF THE ASPHALT PATCH DOES NOT ENCROACH INSIDE THE FOG LINE OR. IN LIEU OF A
FOG LINE. WITHIN 12 FEET FROM THE EXISTING CENTERLINE OF THE ROAD. ENGINEER RESERVES THE RIGHT TO
REQUIRE AN OVERLAY ON ANY SECTION. IF THE EDGE OF THE ROAD IS CURB AND GUTTER. THEN THE ASPHALT
PATCH SHALL EXTEND TO THE EDGE OF THE CURB UNLESS INDICATED OTHERWISE BY THE ENGINEER OR
GOVERNING ROAD AGENCY, ALL ASPHALT JOINTS SHALL BE SEALED WITH APPROVED SEALER. CONTRACTOR SHALL
REPLACE EXISTING STRIPING AND PAVEMENT MARKINGS AS REQUIRED BY THE ROAD AGENCY WITH JURISDICTION.
CONTRACTOR SHALL MAINTAIN TEMPORARY COLD OR HOT MIX ASPHALT PATCHES DAILY DURING CONSTRUCTION TO
THE SATISFACTION OF THE GOVERNING ROAD AGENCY AND THE ENGINEER UNTIL SAID PATCH IS REPLACED WITH A
PERMANENT HOT PATCH. THE PERMANENT HOT MIX ASPHALT PATCH SHALL BE PLACED AND SEALED WITH A
PAVING GRADE ASPHALT WITHIN 30 CALENDAR DAYS.
CONCRETE PAVEMENT SHALL BE RESTORED CONSISTENT WITH SECTION 6-02 OF THE STANDARD SPECIFICATIONS.
ANY CONCRETE PAVEMENT TRAFFIC LANE AFFECTED BY THE TRENCHING SHALL HAVE ALL AFFECTED PANELS
REPLACED. CEMENT CONCRETE PAVEMENT SHALL BE RESTORED WITH AN B-SACK MIX. USING EITHER TYPE II OR
TYPE III CEMENT WITHIN 30 CALENDAR DAYS.
4. CURBS. GUTTERS. AND SIDEWALKS
EXISTING CURBS. GUTTERS. AND SIDEWALKS DAMAGED BY CONSTRUCTION OF THE PROJECT OR THE CONTRACTOR'S
USE AND ACTIVITY. SHALL BE REPAIRED TO THE SATISFACTION OF THE PROPERTY OWNER. THE DISTRICT. THE
ROAD AGENCY WITH JURISDICTION. AND TO ITS ORIGINAL CONDITION OR BETTER.
5. NON-PAVEMENT RESTORATION WITHIN RIGHT-OF-WAY
CULTIVATED LAWNS SHALL BE r~ESTORED WITH SOD. RESEEDING OF CULTIVATED LAWNS WILL NOT BE ALLOWED
WITHOUT PRIOR APPROVAL OF j'ROPERTY OWNER. DISTRICT. AND ENGINEER. UNCULTIVATED LAWNS. PASTURE AND
VACANT LAND SHALL BE RESTOI(ED WITH A PASTURE GRASS MEETING THE FOLLOWING REQUIREMENTS.
SEED MIX: 40% PERENNIAL RYEGRASS
10% WHITE CLOVER
30% FESCUE
20% RED CREEPING FESCUE
APPLY AT THE RATE OF 100 POUNDS PER ACRE
MULCH: SILVA FIBER MULCH APPLIED AT 1500 TO 2000 POUNDS PER ACRE.
FERTILIZER: COMMERCIAL MIX 10/20/20 OF NITRATE. PHOSPHATE AND POTASH APPLIED AT RATE OF 450
POUNDS PER ACRE. "
6. FINAL UTILITY ADJUSTMENT TO FINISH GRADE~"
ALL UTILITY COVERS WHICH ARE LOCATED ON PROPOSED ASPHALT ROADWAYS SHALL BE TEMPORARILY PLACED AT
SUB-GRADE ELEVATION PRIOR TO PLACING CRUSHED SURFACING MATERIAL. FINAL ADJUSTMENT OF ALL COVERS
AND ACCESS ENTRIES SHALL BE MADE FOLLOWING FINAL PAVING BY SAW-CUTTING OR NEAT-LINE JACK-
HAMMERING OF THE PAVEMENT AROUND LIDS AND COVERS. OPENING SHOULD NOT BE LARGER THAN 12 INCHES
BEYOND THE RADIUS OF THE COVER. CONTRACTOR SHALL THEN REMOVE BASE MATERIAL, SURFACING COURSE.
AND FRAME; ADD RAISING BRICKS; AND REPLACE FRAME AND COVER TO FINISH GRADE. FILL AND MECHANICALLY
COMPACT AROUND THE STRUCTURE AND FRAME WITH CRUSHED SURFACING MATERIAL OR ATB. OR POUR A 5-INCH
MINIMUM THICKNESS OF CONCRETE CLASS 3000 TO WITHIN 2 INCHES OF THE SURFACE. FILL THE REMAINING 2
INCHES WITH ASPHALT CONCRETE CLASS B HOT MIX. COMPACTED AND SEALED TO PROVIDE A DENSE. UNIFORM
SURFACE. FINAL ADJUSTMENT OF ALL COVERS AND ACCESS ENTRIES SHALL BE COMPLETED WITHIN 30 DAYS OF
FINAL PAVING.
7. FINAL CLEANUP
THE DEVELOPER/CONTRACTOR SHALL CLEANUP ALL ADJACENT AREAS IN COMPLIANCE WITH SECTION 1-04.11 OF
THE STANDARD SPECIFICATIONS. STREETS AND ROADWAYS SHALL BE CLEANED AND SWEPT BOTH DURING AND
AFTER THE INSTALLATION WORK. DISTURBED SOILS SHALL BE FINAL GRADED. SEEDED. AND MULCHED AFTER
INSTALLATION OF THE WAnER MAIN. IN LIMITED AREAS SEEDING AND MULCHING BY HAND. USING APPROVED
METHODS. WILL BE ACCEPTABLE. DITCH LINES WITH ERODIBLE SOIL OR SUBJECT TO RAPID FLOWS MAY REQUIRE
SEEDING. JUTE MATTING. NETTING. OR ROCK LINING TO CONTROL EROSION. ANY SILTING OF DOWNSTREAM
DRAINAGE FACILITIES. WHETHER DITCHES OR PIPE AND CATCH BASINS. WHICH RESULTS FROM THE WATER MAIN
INSTALLATION SHALL BE CLEANED OUT AND THE WORK SITE RESTORED TO A STABLE CONDITION AS PART OF SITE
CLEANUP.
8. TRAFFIC CONTROL
THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR INTERIM TRAFFIC CONTROL DURING CONSTRUCTION ON
OR ALONG TRAVELED COUNTY ROADWAYS. TRAFFIC CONTROL SHALL FOLLOW THE GUIDELINES OF SECTION 1-07.23
OF THE STANDARD SPECIFICATIONS. ALL BARRICADES. SIGNS. AND FLAGGING SHALL CONFORM TO THE
REQUIREMENTS OF THE MUTCD MANUAL. SIGNS SHALL BE LEGIBLE AND VISIBLE AND SHOULD BE REMOVED AT THE
END OF EACH WORKDAY IF NOT APPLICABLE AFTER CONSTRUCTION HOURS.
WHEN ROAD CLOSURES CANNOT BE AVOIDED. THE DEVELOPER OR CONTRACTOR SHALL POST "TO BE CLOSED"
SIGNS A MINIMUM OF FIVE DAYS PRIOR TO THE CLOSING. THE TYPES AND LOCATIONS OF THE SIGNS SHALL BE
SHOWN ON A DETOUR PLAN. A DETOUR PLAN MUST BE PREPARED AND SUBMITTED TO THE DISTRICT'S FIELD
REPRESENTATIVE AND APPROVED BY THE GOVERNING ROAD AGENCY PRIOR TO CLOSING ANY ROADWAYS. IN
ADDITION. THE DEVELOPER/CONTRACTOR MUST NOTIFY IN WRITING ALL LOCAL FIRE. SCHOOL. LAW ENFORCEMENT
AUTHORITIES. METRO TRANSIT. AND ANY OTHER AFFECTED PERSONS AS DIRECTED BY THE DISTRICT'S FIELD
REPRESENTATIVE AT LEAST FIVE DAYS PRIOR TO THE ROAD CLOSURE.
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Q.. ...... 'a""""l'.'1w ...... , ,'>1I!""'~~.;' ... ~~,,"'.lIiIl., .;.,w~,1--\.!,.,~.' "_"',iIIaJ;,,'_v' ,·.,...eilW:"'-"l/',;~-mtmmr<_·",,"'A_~~:ii~WIi!' __ ~'r_'P~_·m'_. _H __ "'~'''''P ___ ' __ "' __ -¥~' __ M~''''¥ __ '':<.>f' __ ~.' ___ -' _____ '='_~ ____ ·_· ... 1_· __ ·~ .. =" ... _~-~,_ •• __ " ___ 'H_' __ '#_U-'_'-h, __ .,-~--.::o:'"'<¥"""-~>J~~_j.""'~""'M·mr ·-~_' ___ ~""~*"'-_W<'4_".--t'fM ,",,, "d""'~_ji!!-.>o"~ff ... n'i3 ""'~~"U;X c.!I'~~;.gli.-......mn,"," ""P§,",,_=~~~_-C""""'~~~~m-3.:mllo:aru,_:l':'''''''''re"''_g\'!v,,,,,_o_ =,;~~= *"'''1?;'tiP'!=ll;a..!!i''.>-'...1~'_-'~
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TEE OFFSET PLUGGED CROSS
2-1"BARS
y y y ~
VERTICAL BEND ALTERNATE
VERTICAL BEND
PLUGGED CROSS
1 S~EL SHIM
PLUGGED END FOR
FUTURE EXPANSION
PLATE
NOTES:
1. ALL CONCRETE FOR BLOCKING SHALL BE
FIVE (5) SACK MIX.
2. ALL BLOCKING SHALL BE POURED AGAINST
FIRM, UNDISTURBED EARTH.
(1)CONCRETE BLOCKING DETAIL
1 N~
8" ADAPT. (FL X MJ)~
• 8" 4" TEE ~ 36""x 4" THICK""""",,, (FL Xx FL)
CONCRETE PAD "/----'_', c~~~?
VALVE MARKER POST.~ //,,;7"--~. ,~,
(SEE UETAIL) i l '\J,
> :\ l ~
\ ff~
\, ".
• ('CCc--.1l...-~
MANHOLE RING &: COVER,
OLYMPIC FOUNDARY NO.
MH3DAD/T MARKED
"WATER" wi 4" CONCRETE
GRADE RING
THRUST BLOCK (TYP)
(SEE DETAIL)
PLACE BRICKS BETWEEN
THRUST BLOCK & BLD. FLG.
PLAN
. '-~ ~' .. :. . .'.~ .
".
* NOTE:
ALTERNATIVE
VALVE MARKER POST,-
(SEE DETAIL)
8"x 4" TEE (MJ X MJ)
W/PLUG, SUBJECT TO
FUTURE EXTENSION
& GATE VALVE,
. -, .
NOTES.
I
I I
I I
I I
SCH.120 PVC PLUG
THREADED FLG.
, . '" 18"-24" CAST IRON ~
VALVE BOX wi LID ;" 8
MARKED "WATER" '"
SERIES 940B OR AS ~
APPROVED BY DISTRICT 18-24"
TEE (FL x FL)
G. V, (FL x MJ)
ELEVATION
1. LOCATE BLOW-OFF AS CLOSE AS POSSIBLE TO MAIN, OR AS DIRECTED BY DISTRICT.
2. THE GROUND WITHIN 3' RADIUS OF BLOWOFF SHALL BE GRADED UNIFORMLY.
3, SHACKEL RODS TWO EA. 3/4" GALV. STEEL TIE RODS WITH ONE HEAVY COAT OF
COAL TAR PRESERVATIVE ON TIE RODS, NUTS AND BOLTS AFTER INSTALLATION.
4" BLOWOFF ASSEMBLY FOR @ 8" AND LARGER MAIN-OFF PAVING
11 NTS
JiQIE;.
MElER BOX SUPPLIED BY OWNER/CONTRACTOR,
METER BOX SHALL BE ,".![D-STA lES PLASTIC
tlOPE NO. 111812BXL WITt-IDol. TOUCHREAD UD
FOR 5/B~x 3/4~ METERS OR MID-STATES
PLASTIC HOPE METER BOX NO. BCF132412B
WITH 0.1. TOUCHREAD UD FOR 1-METERS OR
AS APPROVED BY DISTRICT. (SEE OWGS. 17
'" la)
~E1ER LOCATION wi SIDEWALK
~I r 1' BEHIND SIDEWALK (rYp.) I DR AS DIREC1ED BY DIST.
ME1ER LOCATION WINo SIDEWALK
l' BEHIND CURB (TYP.)~ r;
OR AS DIREC1ED BY DIST.
I L J~--L--~-la"MIN 36" MIN LID" MAX.
, 3' MIN COVER
ANGLE CURB STOP, LOCKII1NG
CLASS 200, HI-MOL t"PLASJlC -_. WA1ERMAIN SER'I1CE SADDLE AND
PIPE, AS APPROVED BY SCWSD,
EXPANSION LOOPS MUST BE
HELD FLAT AS POS51BLE.
CORPORATION STOP (SEE CONNECTION
DETAIL DRAII1NG NOS. 15 &: 20),
ROADWAY WITH CURB AND GUTIER
AND/OR SIDEWALK
NOTE: I
METER BOX SUPPUED BY OWNER/CONTRACTOR, w ~I METER BOX SHALL BE MID-STATES PLASTIC z
----' HOPE NO. 111B12BXL WITH 0.1. TOUCHREAD UD l:::::i
i= FOR 5/B"x 3/4H METERS OR MID-STATES ~ ffi PLASTIC HOPE f.4ETER BOX NO. BCFt324128 z 2 WITH D.L TOUCHREAD LID FOR ," METERS OR ~
.... AS APPROVED BY DISTRICT. (SEE owes. 17
0... &: 18)
24"(TYP) --I
-r~~~======+=====~~ __ I
36" MIN
3' MIN COVER
ANGLE CURB STOP, LOCKII1NG
-/
j:"""
1 8" MIN
10" MAX. L 36" MIN j---L .
CLASS 200, HI-MOL 1"PLASTIC --WATERMAIN SERVICE SADDLE AND
PIPE, AS APPROVED BY SDWSD, CORPORATION STOP (SEE CONNECTION
EXPANSION LOOPS MUST BE DETAIL DRAII1NG NOS. 15 &: 20),
HELD FLAT AS POSSIBLE,
ROADWAY WITH DITCHES
TYPICAL ROADWAY SECTIONS 0f) FOR RESIDENTIAL SUBDIVISIONS
2 N~
H
A
DI PIPE~
F PLAN
ELEVATION
THRUST BLOCK (TYP)
(SEE DETAIL)
PART NO. PART DESCRIPTION BLOW OFF SIZE
4" 6" 8"
A 0,1. TEE (FL x MJ) BRANCH SIZE * 4" 6" 8"
B G. V. (FL x FL) 4" 6" 8"
C 90' BEND (FL x MJ) 4" 6" 8"
D RISER D.I.P. x LENGTH AS REQ'D 4" 6" 8"
E MJ CAP wi MEGALUGS TAPPED FOR 4" IPT 4" 6" 8"
(3" IPT FOR 4" BLOW OFF)
F PLASTIC PLUG 3" 4" 4"
G BLIND FLANGE (AFTER FLUSHING, REMOVE 4" 6" 8"
GATE VALVE & RISER)
MAIN SIZE H BLIND FLANGE
, TEE SIZE SAME AS WATER MAIN UNLESS OTHERWISE INDICATED.
ALTERN A TIVEL Y 0.1. TEE (MJ x MJ) WITH PLUG, SUBJECT TO FUTURE
EXTENSION & GATE VALVE.
4",6" OR 8" TEMP. @ BLOWOFF ASSEMBLY
11A NTS
6" THICK CONC.
PAD
FIRE HYDRANT IN CUT
" ----I
,0,
.I'~~ * SEE NOTES,
)~~~
FIRE HYORANT IN FII L
FIRE HYDRANT LOCATION
IN CUT OR FILL
6-THICK CONC.
PAD
FIRE HYDRANT PLAN VIEW
HYDRANT RUN:
1. LENGnCC'""S'"TOCA8OCUC:SCCH,:OO-CO"NC"JO=B,----:A=PP=R"O"=Oc:,C:yCC'NC:GI=N"'ER=--,-
A. USE 6~ 01 PIPE. FlANGED, (SHORT RUNS ONLY),
B. OR 6~ 01 PIPE, MJ 'MTH 2 J/4~ STEEL TlE RODS
'MTH ONE HEAVY COAT OF COAL TAR PRESERVATIIIE
ON TIE RODS, NUTS & BOLTS AFTER INSTALLATION.
HYDRANT:
1. SHALL"8:::,-CC::CLECCAN=S':::D-&:--::-PR"IN"C':-C"O-'-ATE=OCC'M"TH:-CCH'''A--VY-OU-,y-
BRUSH TYPE OR APPROVED EQUAL ALL H'rDRANTS SHALL
BE PAINTED WHITE. TWO TOP COATS SHALL BE OIL
RESISTANT ENAMEL, BRUSH TYPE OR APPROVED EQUAL
2. STENCIL ON fACE OF HYDRANT BARREl 'MTH 2-BLACK
LETTERS, THE DISTANCE FROM HYDRANT TO GV. I~j FEET.
3. SURFACE TO BE GRADED UNIFORMLY AROOND HYDRANT.
(3' RADIUS). SLOPE AWAY w/ BRUSH FINISH.
4. l~jSTALL STlMSONITE !.IODEl 88-A/BLUE REFlECTIVE
PAVEMENT MARKER, OR EQUAL, ON HYDRANT SIDE Of
Tl-IE CENTER UNE Of THE ADJACENT STREET IN DIRECT
UNE WITH THE HYDRANT.
'" NOTE:
1. ROCKERY rYPE RETAINING WAll. TO
BE PROIADED YlHERE NECESSARY IN
CUT OR FIll AREAS.
2. NO GUARD POSTS.
VERTICAL
1/4-RAKE
6-THICK CONC.
PAD
6" MAX.
3" MIN.
FILTER FABRIC\ (ALL AROUND)
"
'-. \IDEWALK , z 00_
->
VARIABLE
CL 52 6" D, PIPF
CENTERUNE Of
ROllED CURB
CONCRETE
THRUST BLOCK
4")( 8-)(16)> MIN
CONCRETE BEARING BLOCK
1/2 YARD 1 1/4-
WASHED ROCK
FIRE HYDRANT ASSEMBLY
FIRE HYDRANT
ASSEMBLY-ROLLED CURB
4"
6"
GV
10'
CD
I
"'
--I 6" I--
FRONT
VALVE MARKER POST
VALVE MARKER POST WILL BE
REQUIRED UNLESS VALVE IS IN
PAVEMENT AND TOP OF VALVE
80X IS AT FINISHED GRADE.
1
1
1
I ~
NTS
---4"
H t: ,.
= rso
10'
<'I
4"--_ ~ N
L-_--'-
~6"1~
FRONT
BLOW-OFF ASSEMBLY
MARKER POST
BLOW-OFF MARKER POST WILL
BE REQUIRED UNLESS BLOW-OFF
IS IN PAVEMENT.
EDGE OF PAVEMENT
~Z CLASS ~BN ASPHALTlC CONe.
MATCH EXISTING GR',DE--,
E = ---:~'-)r-~f---PROTECTIVE PAD
1B~-2"r CAST IRaN
VALVE BOX WI LID
MARKED "WATER~
SERIES 9408 OR AS
APPROVED BY DISTRICT
WATERMAIN ~
, 1
PRO fECTIVE PAD
SECTION
VALVE BOX PROTECTIVE PAD
NOTE: MARKER POST PAINTED WITH 2 COATS OF WHITE PAINT, LETIERS
SHALL BE 2H HIGH AND STENCILED IN BLACK PAINT.
MARKER POST SHALL BE LOCATED 10 FT. (f.4IN.)
AWAY fROM EDGE OF ROAD WAY.
WATER MAIN
VALVE BOX PROTECTION @ PAD AND MARKER POST
13 NTS
8" ADAPT. (FL X MJ)~
'" 8" x 4" TEE
(FL x FL) ,---j----,
~~
"'..----"'
MANHOLE RltlG & COVER,
OLYMPIC FOUNDARY NO.
MH3DAD/T MARKED
"WATER" wi 4" CONCRETE
GRADE RING
* BLD. FLG. THRUST BLOCK (TYP)
(SEE DETAIL)
* NOTE:
ALTERN A TIVE
PLACE BRICKS BETWEEN
THRUST BLOCK & BLD. FLG.
>.'. 8"x 4" TEE (MJ X MJ)
W/PLUG, SUBJECT TO
FUTURE EXTENSION
PLAN & GATE VALVE.
C~<R:.~ 3'~'N~' 'I I 4" ;~~'~;~E~:~G~~UG
'/ ". ; ..
/<'&~~l ~:~',~,::"·~~:2~.~\ . ~'~:. : ~ , ~I _ _ >: .'" . '/-(/ .
-:.\\\ n::
18"-24" CASr IRON ~
VALVE BOX WI LID ;" 0
'" u
18-24"
4" ADAP rOR (FL x MJ) Y"Q?-'c;----------''--
4" RISER D,I.P, ~I:\fn II.Q;~ n_'\~
4" 90' BEND (MJ x MJ)--------~~"---" "
SHACKEL RODS (TYP)..../ ----------r ~t...J)
4" D.I.P. 8 x 4 TEE (FL x FL)
SHACKEL RODS 4" G. V. (FL x MJ)
ELEVATION
NOTES:
1. LOCATE BLOW-OFF AS CLOSE AS POSSIBLE TO MAIN, OR AS DIRECTED BY DISTRICT.
2. THE GROUND WITHIN 3' RADIUS OF BLOWOFF SHALL BE GRADED UNIFORMLY.
3. SHACKEL RODS TWO EA. 3/4" CALVo STEEL TIE RODS WITH ONE HEAVY COAT OF
COAL TAR PRESERVATIVE ON TIE RODS, NUTS AND BOLTS AFTER INSTALLATION.
4, COVER ON BOX MUST BE LOCKING TYPE.
5. NO MARKING POST NEEDED.
4" BLOWOFF ASSEMBLY FOR @ 8" AND LARGER MAINS-IN PAVING
10 NTS
AC PAVING
CUBE
SOIL PIPE
(LENGTH AS REQUIRED)
L
4 1/4" DlA. X
liS' MIN. THICKNESS
NOTES.
'·~1" METAL STOCK
(LENGTH AS REQUIRED)
/, '1'-"""' """"' '~"rn,"") 1/8 MINIMUM THICKNESS
LENGTH AS REQUIRED TO PUT OPERATING NUT, TWO (2) FEET FROM SURFACE,
EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE THAN FOUR (4) FEET
BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF TWO (2) FEET
LONG. ONE EXTENSION IS TO BE USED PER VALVE.
ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZEO AS NOTED, AND PAINTED
WITH TWO (2) COATS OF METAL PAINT.
@ VALVE OPERATING NUT EXTENSION
14 NTS
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CORPORATION STOP
MUELLER H-10013 (iPT)
OR FORO F500
.-==--..I ---------. ~ WATER SERVICE
, PIPE WITH FORD NO. 72 I ~ POLYETHYLENE PLASTIC
SINGLE OR -I STIFFENER INSERTED IN
DOUBLE STRAP 1\ = END OF PIPE
SADDLE (1PT) I '-, = Fi\l.
NOTES:
~=~ .. ~~.'n~tdJIII --~o/t~
u ~ COMPRESSION PACK JOINT,
~I CLASS 52
DUCTILE IRON
WATER MAIN
PLAN
FORD C16-44 (IPT) PACK
JOINT COUPLING CLASS 200
OR MUELLER H-15454
CORPORATIO.N .•.•. S .. TOP :\ [COMPRESS. ION ~ PACK JOINT
COUPLING
\!" ~ " , -~ SER~\CE .P'I'. ~. __ -r. (: ___ 'iJl<lI'.R , ---, ~" --~~~: '\'.. : . III -"---
fL)i»li) \. .' ~1~'1'\1.« ~~ -......•.. i;o' •• '~ __ -~--\111\ ~~-
; ...•. ~");
. ,1D'± Ii STIFFENER INSERT
~b~ ~~
F-WATER MAIN
'--SINGLE OR DOUBLE
STRAP SADDLE (IPT)
ELEVATION
1. SERVICE LINE FITTINGS: ALL FIHINGS SHALL BE CAST FROM WATER WORKS BRASS
CONFORMING TO C800-89.
2. MUNICIPAL SERVICE PIPE: IRON PIPE SIZE 10 ASTM 0-2239 -SIDR 7(PE 3408)
(HI-MOL PLASTIC) WITH 16 GAUGE TRACER WIRE.
1" WATER SERVICE CONNECTION
/'
NTS
r-CORPORATlON STOP
FORD FB500 OR
MUELLER H-9969
(IPT)
WATER SERVICE
\
POL YETIHYLENE PLASTIC
PIPE WlTIH FORD NO. 72
DOUBLE STRAP-STIFFENER INSERTED IN
SADDLE (1PT) \ = END OF PIPE
~
C;===j:lc!lc :~. ~-:X~{[Ja ~ '4~
~COMPRESSION PACK JOINT,
FORD C16-66 OR C16-77 OR
MUEULER H15454, CL 200,
IRON PIPE SIZE
PLAN
CORPORATION STOP:\ [COMPRESSION PACK JOINT
I L_ ER~ICE #~~~Q~\il ct-'iJ1<"[(R 5 ;jff5..i. "\ '" ~ n-,~ __ ----~~3\ ~}<i;1 \_~:~{®]¥8J
\ <L/, .7 .
",\\10:J
"-fu> r WATERMAIN
DOUBLE STRAP
SADDLE (IPT)
ELEVATION
S BFFENER INSERT
1. SERVICE LINE FIHINGS: ALL FITTINGS SHALL BE CAST FROM WATER WORKS BRASS
CONFORMING TO CBOO-89.
2. MUNICIPAL SERVICE PIPE: IRON PIPE SIZE 10 ASTM 0-2239 -SIDR 7(PE 3408)
(HI-MOL PLASTIC) TRACER WIRE 16 GAUGE.
3. CORPORATION STOP VALVE INSTALl.ED PARALLEL TO WATERMAIN.
WATER SERVICE CONNECTION GD 11/2" AND LARGER
20 NTS
SEPARATION REQUIREMENTS FOR WATER METERS/SERVICES
• 5 FT. FROM POWER VAULTS, HANDHOLES AND STREET LIGHTS AND ELECTRICAL SERVICES.
• 3 FT. FROM OTHER WATER METERS SERVICES, F. HYDS. AND B.O. ASSYS.
. <"X~S. /////J !?//;;? //4 // // /' .l.l7~vt'<.<'. ~>/!"
,t!,.-- - - - - - - - - - - -•. / ~ . m ,~
.. ~ ~ ,~
" ;:;; 5 1// " .. a::'::i' ,V,
" NW<t: ',)-.
1"MIN -2"MAX. FROM INSIDE--~H.~ r-~ t' ~ ,
FRONT WALL OF METER BOX • ,""= '" ~ _ .
(TYPICAL FOR ALL SERVICES); " , ; . '" I I _ L--.....
1.-I _____ 3/4" ANGLE STOP W/LOCK WING, FORD
~~~ ~-NO. KV 63-342W OR MUELLER H-14259
COMPRESSION PACK JOINT ADAP-.-----!~ 1'1
TER, MUST BE CAPABLE OF RE-'.'1 C.
CEIVING 3/4" OR 1" ANGLE STOP
WI NO ADDITIONAL FITTINGS.
1" HI-MOL PLASTIC PIPE, CL 200---/ NOTE:
DO NOT BACKFILL UNTIL ALL BRASS
FITTINGS HAVE BEEN INSPECTED BY
TI-IE DISTRICT.
METER SIZE
3/4"
1"
SINGLE SERVICE
METER BOX
MID-STATES PLASTIC, INC.
HDPE METER BOX NO. BCFll1812BXL
D.I. TOUCHREAD LID NO. BCFll18AMR/TR
HDPE METER BOX NO. BCF132412B
D.I. TOUCHREAD LID NO. BCF1324 AMR/TR
USE MID-STATES PLASTIC BOXES UNLESS OTHERWISE APPROVED BY DISTRICT
(SEE DWGS W-17 & 18)
@ TYPICAL SERVICE DETAIL
16 NTS
01 METER LID wfTOUCH
READ NO. BCF1118AMRfTR
HOPE METER BOX NO. BC111812BXL
(W\ FOR 5/8"x 3/4" METER
\!V NTS
10" MIN.-12" MAX.~
¥.4~ & 1" SERVICES
(TYP) -'=L
INLET
1
EQUAL DIST. INLET I Jl,. t-~--V-tl
FLOW •
OUTLET
OUTLET
~ l[~ .~ rJ
EQUA1 DIST .
~~~~
NOTES:
1. THE ANCLESTOP MUST BE EQUAL DISTANCE FROM TI-IE LONGITUDINAL SIDES OF TI-IE
METER BOX. THE OUTLET OF THE ANGLESTOPS MUST BE BETWEEN 1D"-12" BELOW THE
BOTTOM OF TI-IE METER BOX UD. TI-IE ANGLESTOP MUST BE 1" MIN.-2" MAX. FROM THE
LATITUDINAL END OF THE METER BOX AND MUST BE VERTICAL (90') TO GROUND LEVEL.
2. THE ANGLESTOP CONNECTION ON THE CUSTOMERS SIDE OF THE METER MUST REMAIN
IN A VERTlCAL POSITION AFTER TI-IE CONNECTION TO THE CUSTOMERS UNE HAS BEEN
COMPLETED.
3. THE METER BOX MUST REMAIN FREE OF FOREIGN MATERIAL SUCH AS CONCRETE & ITS
BY-PRODUCTS.
4. METER BOX SUPPLIED BY OWNER/cONTRACTOR, METER BOX SHALL BE MID-STATES
PLASTIC HOPE METER BOX NO. BCF111812BXL WITH 0.1. TOUCHREAD LID FOR 5/B"x 3/4"
METERS OR MID-STATES PLASTlC HOPE METER BOX NO. BCF132412B WITH 0.1. TOUCHREAD
LID FOR 1" METERS OR AS APPROVED BY DISTRICT. (SEE DWGS. 17 & 18)
@ METER INSTALLATION
19 NTS
00
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-,
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-------.-j
CTNWD-?
, ____ . 1
BLDG, I
I
.... I
WETLAND "8"
CLASS
ALDj:R-6
i'
r ALb
. ~CU '7
, ...... J ',1-I ALDER-6 COTTONWOOD-18
MATCH
SEE SHEET L-2
'. .. ,. ALDER.l1
,
2 ALDER-7 WETLAND A
CLASS 2
-\ qALI:JERc,(l.···
·5 ASHL7
.+ 41,005 SF
ALDER-12
PLANTING SCHEDULE
_0
~
ED
()
CD
Bota ical Co on Na e i .
Acer circinatum I Vine Ma Ie 6/8' B&B -30' O.c.
Acer Amur Ma e B&B
B -30' 0 c
10 C 11/2" B&B
34 P rus cal. 'Ca it I' I FI. Pear 1 " B&B -30' o.C
15 Sorbus aucu aria I Mt. Ash . 11/2" B&B -30' o.C.
8 1112 ' B&B
4 Pinus ni ra I Austrian Pine 5/6' B&B
16 Pseudotsu a menziesii I Dou las Fir 516'
1 Arbutus unedo 'Com acta' / Com act Srawberr 24" ht can. rn. 4' oc
Berberis t. Crimson P m I Barberr 2 qa con. rn. 3' ac
63 Escallonia radesii I Frade' s Escallonia 24" ht can. rn. 4' ac
12 24" ht can. rn. 4' ac
154 Mahonia a uifolium lOre on Gra e 24" ht can. rn. 4' oc
110 24" ht con. rn. 5' oc
129 Prunus'-'Otto Lu ken' lOtto Lu ken Laurel 18 21" con. rn. 4' oc
FIR-18 , ALDER-8 ..
I I ALDERC6\ . I . !
\ ; \CTNWD-12 CTNWD-~8 I i
I~ r
1-.,
'-'. " ; "',i _ ""'/
(]
o
~-,,-~> . ~ . . -. , . . .
" ". ,-.-• >
/
I
EXISTING TREE
REC. SPACE CALCULATIONS
TOTAL REC. AREA REQUIRED
PI 6,970 SF oy Structure GENERAL PLAY AREA 5,125 SF
Challengers #350-0103
35 'x44' s TOT-LOT W/2 REC. ELEMENTS u e area 1,845 SF
By: Play World Systems
Available through NW Playground Equip. Co.
(800)726-0031
or approved equal
CASCADE VISTA NO.3
AU)c;R-I0
TYPE II LANDSCAPE
ATH
MAPLE-7
Picnic Table
# ZZXX9100
By: Play World Systems
Available through NW Playground Equip. Co.
(800)726-0031 or approved equal
Permanent Angle Leg Bench
# ZZXX9010
By: Play World Systems
Available through NW Playground Equip. Co.
(800)726-0031 or approved equal
Deluxe BBQ Grill
# ZZXX1451
By: Play World Systems
Available through NW Playground Equip. Co.
(800)726-0031 or approved equal
o
_--L _____ ~ _. ________ . _ . ______ . -~j--.~
PRIOR TO selNG ISSUIroA ~ QlRllJl'lCAli OF
OCCUPAN(.'Y ORA ceRTlFlCAli OF OCCUI'AHCY FOR'M$
PERMIT: A l.ANOSCAI'E Fll\WICIAI. GlJARANT£E (FG) WIU.
BE REQUIRED. Ifth!llandacaplng hao 1101 been Installed beIoIeeilhi!r
ROCKERY ----'.. CO or TCO: the portorrnan"" FG amount will be $~.'<'l7
\ if the 13no;;;caoing has been installed and ~9rove$\~Y thrcQU'nty,
\ the nICilnt(;lli,;'ce landscape FG will be $~ _~Iease caJl
\ Stacy \.Jravas 206-296-7009 to raquest your {Jii[';'s. ,
\
\
II LA DSCAPE
....
10. . : V) .
I
-: '
I. ALDE:R-:L3
I \
._ A~6ER-ll
10 20 40 60
1" -20'
• ~ ~*~;.~~'?'~.(:-' "ri"7il':&!i.~"'.,>~_';
Play area surfacing.
Pressure treat&!:! 4' X 6" limber An~hored "ilh 112" .-ell"" 3 per tiqLber ariv<:n to refusol
ALL WEATHER PATH
48" WIDTH ASPHALT 5URfACE
------_-'0'--__ PREPARED5UBGR/,OE
Scale: 1"=20'0"
Date: 12/2/02
Drawn By: GK
Revision
1. 2/11/03 -Building Changes
'5/21/03 -County comments
t/27/05 -SITE CHANGES
Sheet #
L-1
OF 2
\REVISION\
---------------------
/
ASH-8
'.
SEE SHEET L-1
MATCH LINE
~.----. --------. -
/
/ I
3 ALDER~7
\,
I:
1/
i -"'_ ;1
'MM7 ! . ALClER-6
7
5AJlrFf
WETLAND II All
CLASS 2
/ -
-+ 41,005 SF
ALDER-10
,ALbE;R-lO
-, \.'
\
. /
j --'
ALDER-7
"
ALbER-6 ,
! i
2 ALDER-H/):
/ \.
ALD$R"6 ..... .
.,
,. /
! /'
<"ALDER C8
'. .
ALDER-9
! \
CEDAR-22 I ,_ ... --!
ALbER-10 . ,
ALDER"lO \
.ALDER-15 ALDER-lO.-
ALDER~10 .' .
ALDER L6
ALDER-7
" :
\ALDER-lO
General Notes
The General Contractor is to provide subgrades 4" below hard surfaces plus/minus
.1 foot.
All rougn groding shoJI be positive, draining away from all strudures
All stones larger than 1.5" diameter shall be removed from the growing medium.
Topsoil shall be placed at a minimum depth of 4" in all lawn and bed areaS,
T (,Ipsoil shall be augmented with a 2"layer of organic material in all new turf areas.
Topsoil sholl be tilled into the existing subgrade to eliminate soil infer'face
pr·oblems.
Topsoil sholl be R~d~E's Winter mix or approved equctl.
All bed areas to receive 2" of fine ground fir or hemlock bark, composition
mulched are not an acceptable alternative.
Trees and shrubs are to be planted ot Q depth 3/4" higher than the level that
they were grown in the nursery.
Bark mulch is not to be pIeced above the root crown
AU plants shall at least conform to the minimum standard established by the
American Association of Nurserymen.
Lawn areas are to be hydroseeded with Van Den Akker's Emerald Velvet mix per
manufacturer's specifications, or approved equal.
Substitutions are strongly discouraged, if plant availablility is Q problem,
contact the Lt:mdscape Architect for sourceS or acceptable alternatives.
If the site work is different than shown on the landscape plall, or poor soils and
debris are discovered, requirin9 char.ges to the landscape plarl, contact the
LGt1dscape Architect for instruction.
The Landscape Contractor is responsible for maintaining the landscape during
installation, untill final accepiance by tneowner's representative.
The Landsc(lpe Contractor shall warranty all materials and workmanship for a
period of one year, from the time of fino] acceptance.
During the warranty period, the Landscape Contractor will not be responSible for
plant death caused by unusual climatic conditions, vandalism, theft, fire, or
poor maintenance practices. The Landscape Architect shall have sale uuthor'ity to
determine the cause of deal~1.
!
ALDER ;,
ALDER-12
Backfill with existing soil.
If unsuitable soils are discovered
contact landscape architect.
Install plant 3/4" higher than
planted at Nursery.
CTN!WD-7
,
\ALDER-8
FIR-36
FIR-12
10.00'
1" Chainlock Tree Tie
2" x 2" D, Fir Tree Stakes
6' Ht.
Bark Mulch 2" Depth
Sm, Berm
Only stake trees exceeding 5' in height,
\
\
/
i.
./
FIR-18
I
I
, . ,
. . , ., '.'
: ::: : :R6CRI!ATIQN : :
: ::' : : :QPEN: SPACE:
, • ' • ' :@)5;ll t2:SF,:,·:'·Iii .. ,;g . . . , . . . ~ , . .
/
,/
FIRo28
TYPE II LANDSCAPE -~-.. ./
Backfill with existing soil.
If unsuitable soil is found
contact landscape architect.
Install plont 3/4" higher than grown
at nursery.
1..:111
1" Chainlock Tree Tie
2" X 2" I). Fir Stakes
6' Ht.
Bark Mulch 2" Depth
Sm. Berm
Only Stake Trees exceeding 5' in height.
%
0-
n", JII.LDINGI8 (»:~~a;
'" ;pc , 'ktft...1
/
\ ;
IFIR-13 .
TYPE II LANDSCAPE
o 10
FIR-
20
1"
lANDS(,:APE PLAN _APPRO. #
Signed Ii?o.." <L ~\) ... ...,¥\
Date C -?~9 -OP>
Condition (s);
1. Landscaping shall be installed and
maintained in accordance with the
Jilrovisions of KC.C,21A16.
40 60
20'
ER-ll
ALDER-12
TYPE II
/
~ • c .•
State of' , , , , '
Washington, ,
reg istereQ ~ , , '
P]J~_ ~r0.t~ct",
Paul ayF:..':..! "I'
certificat 0: 5e6 <.:.
" ,
Date: 12/2/02
Drawn By: GK
Revision
1. 2/11/03 -Building Changes
2. 5/21/03 _ Co. comments
3, 6/27/05 -SITE CHANGES
Sheet #
L-2
OF 2
{RevISIONI
l
i
I
I
i
N88°07'55"W
497.29' (P)
4.5' CHAIN LINK FENCE
!
16·
I BEN SON HE I G H T"'-S _#L~~"",)\A'wEIuJ
I !-
I
I
I
I
BLOCK 1
R-8
R-12
o ...-o
(f)
BUILDING
_.
PROPOSED I
1\.In . "" -.
5,252 SF
N88°07'55"W 150.01'
-··,fIR-26--,,---
NEW LINE I
,-"-,,,,i • 00' ,
I E
. II 1
DE VISTA NO. :3
I ( POND
0
,
-i
I
1 I
i 1 I !
:0;., I I
41§! I ~' • I I
"
416
1' I , \/1 \4 ~i
i
2
"AlLE,OX Cl USTER U"IT SERVING EUILDINGS 5 & 6
I
20 40 80
1" -40'
i ~
[~
120
SIGNIFICANT TREE CALCULA TrONS / LEGEND
I
f \. SIGNIFICANT TREE RETAINED
()(; SIGNIFICANT TREE REMOVED
TOTAL SITE ACRES = 4.51 ACRES
10/0 OF TREES ON SITE
OR 20 TREES 1 ACRE
277 TREES TOTAL ON SITE
281 REb REQUlRED
90.2 TREES REQUIRED
166 TREES PROVIDED
76 TREES EXCEED ORDINANCE
~ L ~ ~ ,
Z " , . .
~ ~ '-'-
~ ~ '-'-"
.....J " , a.. ~V)z ..
' , . , . ,
ZW " , ~~§ . , ,
L ~ ~ ,
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ctIZ w
ell
--l OZw Cl.
-<C
LL~J-:>L
&.
~OUJ 0
Il..
....JJ-Cl
W
W
Cl
J-
Scale: 1"=40'0"
Date: 5/21103
Drawn By: GK
Revision
16/27/05 -SITE CHANGES
2.
3.
Sheet #
L-l
OF 1
, ,
~~~~'.u
'r' c ~ ~ '-~'
,
~ '-, ... L '-, .. , .
L,-, L L '-
<-5 z
H
III
Cl.
lJJ
lJJ
Z
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lJJ
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0
r=
III
ci.
D
0
"-<J
lREVISION)
-------
EN
'. ~'--.
-~~ ---------' -----------,---50UTH OF Cll+-----~'--~
RANC,IE~,"c.,'~~~!"~ SHALL MEET ~~~~~~~~:~l~~~~S~~~~~lir~~_;~\~ ~40 FOR
-
()
()
6
ON HEIGHTS
LOC:K 1
8
'12
NOT LIMITED TO
OVERRIDE.
BUFFER IMPACTED BY IMF'RO'iEMI
N88°01'5 "W 2 5.01'
o
o
<J)
-ill
('<)
25.01'
N88° 1'55"
S) 225. , (P)
EW LOT
81l 3 S,F, 1.88
UUUJN I U t'!'<t../t-'UbI::.U AC PAVED WALKWAY SEE DETAIL SHEET C8
NEW
++++++~
++++++'~+
1-++++++1-+
+ + ~ + + + + t
+ + + + + +
NE
B
AC,
NFW I INF
Na8°0 '55"W
50l
UNII oEt<VINu BUILUINC.ti 1-3 (ADA ACCESSIBLE)
PROPOSED FIRE
HYDRANT (ifrli)<!MUM ALLOWABLE
BUILDING ENVELOPE
(TYP.l
t -;-+ r .;-
-;-+ + + +
---
.5. (TIP
+ -l-+ + + + +
+ r+++++t-++-
/-·~"",:rfu.~r~~':+ ~-~' c'+..t,+ + + + + + + + 'I-+
+ t-'r +
-I--I-+ I-
NOI05
10.0
150.01' (DRS) 15000' (P
N88°01'55"W
o
Q
()
()
()
()
--_/
5TA
20+00
~1,00'
10.00'
~-~ S.BL.1T1Pl
'i9
()
(f)
{' \
TYPE III MAILBOX C '? rz~~:::::!I,b::dL.:..-lt;:;D~~D:--'.LD:.......r::D:""'J.:D_L::...::tD=:Il
SERVING BUILDINGS 5 ,-
)
]/1
o
AC,
NEW LOT
3t,t,t,t, S,F, 0,84 NEW LOT
4945 S,F, L2t,
C
AC,
30'-0/1
Lane Architecture
33341 N. E. n8th Place
Carnation, WA 9 8014
john@lanearchitecture.com
206-817-18 38
SHEET TITLE
REVISIONS
SHEET
\
BUFFER IMPACTED BY IMPROVEMENTS
o
In
. .... . ---.-.------.----,-----r---···--~--~"I;~·,i.=_.~-_ ... " --.. -.. " 7~'" ,--.-r ...... ---.-... -,.--... -... -------.. --30 SF
~-388 ~i '\ I
-I·'
--'i\COTJONWOOD-13 .. . .
I
COTTONWOOD;6 i
\ALDER-6
/
-.
ALDER j 8/1"
ALDER,l. i·
ALDER~ Y. . I-
i .
. '·1
"1
ASH-7 1\ I .
I
I
ALDER-1P'
ALDER-lO\
I .' .,.,
. ASH'8 .
iALI)ERC$ .
i ASH) .
ASH-7 '. i A,SH.6 -
BOULDER
ALPER-6
'. fA I-Ut:I<-J.CI . ,
"'-"-7
ASH-6
i
ASHI-9 / I
. -ALDER-6 -.
'. ALDER-6
'ALDER~6 -. -,
-r
ALDER-6
"1
SHE~J
S::=i=-z:::::===~ .... ~ 'COTT,ONW()O[)-IJ 'CEDf\R~7
ALDER-8 . /. '. "
'.; ) .
I I BLDG.
WETLAND "B"
CLASS
,
ALD,ER-6
) i 4.511-6
'0:A5H-12·
. ALDER-6 ALDER-II ··.i . 3 ALCII:R-6/
ALDER~6
01·\ . 0: .
, .~I "-:;""
/ ALDER-6
A
cYl:
ASH·8
·1 .
·1
ALDER-6 . CTNWD-7
ALOER-6 COTTONWOOD-18 . /. '
MATCH
SEE SHEET L-2
.... ALDER-U
,
. '. 2 ALDER-7 '-'~,
'-', .-
I 2/ALDER-6.·
5 ASH c7 .
". .. -
WETLAND A
CLASS 2
-+ 41,005 SF
ALDER-12
PLANTING SCHEDULE
S t . Botanical/Co on Na e
10 Aeer circinatum / Vine Ma Ie 6/8' B&B -30' O.c.
8 Acer Amur Ma e 6/8' B&B
14 11 2" B&B -30' a c
10 Cr t I v lIei / C r i e 11/2" B&B
34 " B&B -30' o.c.
15 S~rbus aucu aroia / Mt. Ash 1112" B&B -30' O.c.
8 S rax' a onicus / J a anese Snowbell 11/2" B&B
'w-~11L<",\"1 iff'., ~,-~~~~
-.'.~ A
:. J,~-{ >q'~I_~3~01-T~h~u~'a~l~ic~a~ta~'E~x~ce~l~sa~'~/~E~x~c~e~ls~a~C~e~da~r __ . __ ~~-+ __ ~B~&~B~ __ ~
'~ 1 Arbutus unedo 'Com acta' / Com act Srawberr 24" ht con. rn. 4' oc
5/6' B&B 4 Pinus ni ra / Austrian Pine
16 Pseudotsu a menziesii / Dou las Fir 5/6'
4 Berberis t. 'Crimson Pm' / Barberr 2 a con. rn. 3' oc
63 Escallonia radesii / Frade' s Escallonia 24" ht con. rn.4' oc
12 24" ht con. rn. 4' oc
154 Mahonia a uifolium / Ore on Gra e 24" ht con. rn. 4' oc
110 M rica californica / Pacific Wax Myrtle 24 " ht 5' con. rn. oc
129 Prunus I. 'Otto Luvken' / Otto Lu ken Laurel 18 21" can. rn. 4' oc
. ALDER-8 i FIR-18
/
( . -.
) I //ALDER>6 -.
. . ',CTNWD-12
ALDER,,6 )I I I . . >
'. ,
"
0)
o
, ¥ • •
, .'" ...... ' ~
!~ I." /
EXISTING TREE
". .
REC. SPACE CALCULA TIONS
TOTAL REC. AREA REQUIRED
6,970 SF
GENERAL PLAY AREA 5,125 SF Play Structur'e
Challengers #350-0103
35 'x44' s TOT-LOT W/2 REC. ELEMENTS u e area 1,845 SF
By: Play World Systems
Available through NW Playground Equip_ Co.
(800)726-0031
or approved equal
MADRONA-6
CASCADE VISTA NO.3
TYPE II LANDSCAPE ..... .
AI-ut:t<-J'O
ALL~
MAPLE-7
\
Picnic Table
# ZZXX9100
By: Play World Systems
Available through NW Playground Equip. Co.
(800)726-0031 or approved equal
Permanent Angle Leg Bench
#ZZXX901O
By: Play World Systems
Available through NW Playground Equip_ Co.
(800)726-0031 or approved equal
Deluxe BBQ Grill
# ZZXX1451
By: Play World Systems
Available through NW Playground Equip. Co.
(800)726-0031 or approved equal
o
PRIOR TO BEING lSSueoA ___ •
OCCUPANCY ORA CERTI ................. Ci!RTlFJcATE OF
PERMIT: A i.JINoSCAPe FIFICATE OF OCCUPANCY i'Oft THIll
BE REQUIRED If the land NiINCW.. GUARANTEe (FGI WIlL ROC.KERY·"---~OOrTCO:ih"pelfomta'=:hasnotbeenl~l!!!belMl'"
, if!!!. landscaping has been Imstalle'::.~~I:1I be $.U;:;b;.hD.1
the n;aJnienance landscape FG will be ~PIii~Y the C<lfJnty,
Stacy\;,raves 206-296-7009 to .... qu t PI •••• call \ as your tonna.
\
\
\
II LA DSCAPE
.' I
ALDER-ll ,
/
1
40 60
~I .. 20'
I
Play area surfacing.
! ,
ALL WEATHER PATH
_ ASPHALT SURFACE
~ PRf;PARc:D SVBGRADf;
State of
Washington
registered
nsc('j A)~~~~2ct
_/~J~ ....... :~~_
Paul ay cccc~"7
certificat o. 566
c c C
Date: 12/2/02
Drawn By: GK
Revision
1. 2/11103 -Building Changes
'5/21/03 -County comments
{,/27/05 -SITE CHANGES
Sheet #
L-1
OF 2
'REVISION)
,
jSH-B
!
, .
\ ..-
ALDER-6 COTTONvydoD-IB
SEE SHEET L-1
MATCH LINE
WETLAND
CLASS 2
II All
-+ 41 005 SF ,
i
ALDE!<-lO
\
. i , ASH-9
,
i/
.I ;, 3 ALDER~7 \ ,
i ALDER-7 i, ... --'"_'''
I
-/ I
i
i
! !ALDER-15 I
j
--. __ .,.
p'-
:1
ALDER~io
!
, '
ALDER-lO
ALD8R"1O
I
I
! ALDER~6
'ALDER-7
General Notes
'\ / \,4.LDER-lq/
The General Contractor is to provide subgrades 4" below hard surfaces pills/minus
.1 foCit.
All rough grading shall be positive, draining away from all structures
All stones larger than 1.5" diameter shall be removed from tnegrowing medium.
Topsoil shall be placed at a minimum depth of 4" in all lawn and bed areas.
Topsoil shall be augmented with a 2"fayer of organic material in all new turf areas,
Topsoil shall be tilled into the existing subgrnde to eliminate soil interface
problems.
Topsoil shall be Red-E's Winter mix or approved equal.
All bed areas to receive 2" of fine ground fir or hemlock bark, composition
mulched are not an acceptable alternative.
Trees and shrubs are to be planted at a depth 3/4" higher than the level that
they were grown in the nursery.
Bark mulch is not to be placed above the root crown
All plants shall at least conform to the minimum standard established by the
American Association of Nurserymen,
Lawn areas are to be hydroseeded with Van Den Akker's Emerald Velvet mix per
manufacturer's specifications, or approved equal.
Substitutions are strongly discouraged, if plant ovailablility is a pro~lem,
contact the landscape Architect for sources or acceptable alternatIVes.
If the site work is different than shown on the landscape plan, or poor soils and
debris are discovered, requiring changes to the landscape plan, contact the
L(1Ildscape Architect for instruction.
The Landscape Contractor' is responSible for tna!ntaining the la.ndscape during
installation, until! final acceptance by the owner s representative.
The Landscape Contractor sha.ll warra~ty all materials and workmanship for a
period of one year, from the time af fmol acceptance.
During the worr'onty pel'iod, th~ la~dscop~ ~antractor,wiJl not be ~esponsible for'
plant death caused by unusual dma'tlc conditions, ,vandalism, theft, fife, or "
poor maintenance practiceS. The landscape Architect shall have sole outhorny to
determine the cause of death.
"ALDER-a
'\. \ I
" '-. \'
.. ALDr:R-lO
.', '
.'
,
ALDER-6
u:~)AR-8
ALDER-6
!ALDER-12
FIR-19 .
. f\!88°07'55"W
.-.~-------,-.--... .' .. -----
.225".01'
. ,LALDER-6
ALDER-12
Backfill with existing soil.
If unsuitable soils are discovered
contact landscape architect
Install plant 3/4" higher than
planted at Nursery,
. • ..
\
FIR-36
FIR-12
FIR-12
.,/ -.... / ,
/
/
10,00'
1" Chainlock Tree Tie
2" x 2" D, Fir Tree Stakes
6' Ht
Bark Mulch 2" Depth
Sm. Berm
Only stake trees exceeding 5' in height
!
I
I ,
i
I.
L
I
I
i
/
/
FIR-IB
I , . , . .
,
I ,
/
/(
J . i
i
i
!
TYPE II LANDSCAPE
Backfill with existing soil.
If unsuitable soil is found
contact landscape ar'chitect.
Install plant 3/4" higher than grawn
at nursery.
............ • t .... II
t" Chainlock Tree Tie
211 X 211 D, Fir Stakes
6' Ht.
Bark Mulch 2" Depth
Sm. Berm
Only Stake Tr'ees exceeding 5' in height,
FIR-l.1 .
\j
%
{9
VfLL.uING 8
FIR-16 FIR-12
TYPE II LANDSCAPE
PRIOR TO B!;ING ISSU!;D A TEMPORARY CERTIFICATE OF
OCC;UPANCY OR A CERTIFICATE OF OCCUPANCY FOR THIS
PERMIT: A LANDSCAPE FINANCIAl GUARANTEE (FG) WILL
BE REQUIRED. If the landscaping has not been !nBtatled before eithm
CO or TeO: tile performance FG atn<}!J"" ,,:11 ~, ':.
Hthe lalldsc.aping has baur ;:'1s·~", r ,'-"~Inty.
the rnEHnt{;nQn~£j iandscap.-,,:, . _PI ... .;.t.;"e call
Stacy ..,raves 206M295-700~ 10 reqUtll;)L l~ .... i ivd;b,
o 10 20
BU
g
40
20'
1,068
MA -8
;' .."
A(lADRONA-12
;'
LANDS~E PlAN APP~ Sl~hed ~() \ .... ~!
Dnte. . .. <.> <&4 -OS
ComHUon(s):
L Landscaping shaH be installed and
maintained in accordance with the
provisions of KC,C,21A16,
60
()
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State of
Washington
registere~:l"" , j2SCy A1~:I~~ct
.... _ .. _____ ~..-:J-
Paul ay "" ""-'-1
certificat o. 5,66
Date: 12/2/02
Drawn By: GK
Revision
L 2111103 -Building Changes
2. 5/21103 _ Co. comments
3, 6/27/05 -SITE CHANGES
Sheet #
L-2
OF 2
!REVISION\
I
I
497.31' (DRS)
497.29' (P)
6
Q
4.5' CHA1N LINK FENCE ---_.-
BUffER IMPACTED
PROPOSED I
DE VISTA NO.3
. . ... ~ ............. ~.
. -... ~--.~--5"CHAIN i:.:iNK-FENCECORN*ROCKERY--
I :
i
2
; BENSON HEIGHTS
BLOCK 1
,
~ I ~
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R.1:2;--.+t1~~!-D\':l;:""~
3 ALDERfrV:-I\
5,252 SF
S Cj
0
0
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0 -.00'
.. Ilr~~~~%~~~-=--.~·-~ -~ N88°07'55"W 150,01' II ----
"k~22~~~~~~--d---!-';'LU -FIR-ZS---••• -~.~~. : " \ NEW LINE)
(j)
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r~S\TYp"1II MI",60)' cwl"ER l)'"T SERVING 6UIL~INGS 5 & 6
.I
20 40 80
1" 40'
4' If! i ril
120
SIGNIFICANT TREE CALCULA TrONS / LEGEND
/~---,
( ) SIGNIfICANT TREE RETAINED
SIGNIFICANT TREE REMOVED
TOTAL SITE ACRES = 4,51 ACRES
10"/0 OF TREES ON SITE
OR 20 TREEs 1 ACRE
277 TREES TOTAL ON SITE
28 " REb REQUIRED
90.2 TREES REQUIRED
166 TREES PROVIDED
76 TREES EXCEED ORDINANCE
State of
Washington
registered .....
Lp]}Ar~:~:ect
Paul a1. ••..
certificat o. 566
Scale: 1"=40'0"
Date: 5/21/03
Drawn By: GI<
Revision
lp/27105 -SITE CHANGES
2.
3.
S ned #
L-l
OFl
\REVISION}
----------------~~-~-~--
.----------------------------------------------------------------------------•. ~----------------------------------~--------------------------------------------~
BUILiliNG '1'
UNIT TYPE: F !\.. G
MAIN FLOOR, *1,223 SQ. FT.
GARAGE. *400 So., FT.
UPPER FLOOR, *1,790 SQ. FT
GARAGEI !l\'285 SQ. FT.
TOTAL ADA, 3,246 SQ. FT.
TOTAL FLATS, 4,150 so., FT.
fOTAL UNITS, 7,396 SQ. FI,
4 UNITS llPER UNIT
11illjl,Jlllili~ I
UNIf TYPE A 8. B
~lAI·1j FLOOR, *598 SQ, FT.
GAf<AGE: lI'i399 so., FT.
UPFER FLOOR, lIE9S1 SQ. FT.
TOTALI il!1,948 SQ. FT.
TOTALUNITS, 9,740 SQ. FT.
S UNtTS "PER UNIT
BUII DfNG '3'
UNIT TYPE J
MAIN FLOOR~ )111056 SQ, FT,
GARAGE' )(399 SQ. FT.
UPPER FLOOR, *596 SQ. FT.
TOTAL: *2,051 SQ. FT.
TOTALUNtTSI 6,153 SQ, FT,
3 UNITS ltPER UNIT
BUILDING '4'
UNIT TYPE A 8. B
MAIN FLOOR' lIE598 SQ, FT.
GARAGE! lI!399 SQ, FT.
UPPER FLOOR. lIl951 SQ. FT.
TOTAL' *1,948 SQ. FT.
m fALUNITS, 11,688 SQ, FT.
6 UNITS _PER UNIT
BUILDING '5'
UNIT TYPE A a.. B
MAIN FLOORI lt598 SQ. FT.
GARAGEI *3'39 SQ. FT.
UPPER FLOOR, lIt9S1 SQ. FT.
TOTAL: :'In,948 sQ. FT.
TOTALUNITS, 11,688 SQ, FT.
6 UNITS Jll:PER UNIT
I BWl DING '6' I
~~E! !:~~~ c a..~.P~~ ~n ~~
'·In.II~ I .... UUI'>. ,.."' ... , ~"'. , I.
GARAGEI .'(539 SQ. FT.
UPPER FLOOR' :1';634 SQ. FT.
TOTAL: lEl,800 SQ.FT.
TOTAL C 8. D: 14,400 SQFT.
UNIT TYPE E
MAIN FLOOR: 611 SQ. FT.
GARAGE' 546 SQ. FT.
UPPER FLOOR, 715 SQ. FT.
TOTALI 1,872 SQFT.
TOTAL ALL, 16,272 sa.FT.
9 UNITS :1I!PER UNIT
BUILDING '7'
UNIT TYPE A a. B
MAIN FLOOR, lE598 SQ. fT.
GARAGEI :1:399 SQ. FT.
UPPER FLOOR, :lE951 sa. FT.
TOTAL: lE1,948 SQ. FT.
TOTALUNITSl 9,740 SQ. n.
5 UNITS ltPER UNIT
BUILDING 'S'
UNIT TYPE H &, I
MAIN FLOOR, lE522 SQ. FT.
GARAGE, !lE37B SQ, FT,
UPPER FLOORI lt833 sa. FT.
TOTAll )(1,733 SQ, FT.
UNIT TYPE 8 (FLAT)
MAIN FLOORI 1,278 SQ. FT,
GARAGE, 581 SQ. FT.
TOT AU 1,859 SQ. FT.
TOTALUNITS, 5,325 SQ. FT.
3 UNITS :.:PER UNIT
o o
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\ II I ±392.20 ±~92.30 ±392.70 ~ \ ~ [I ---r-II· BUlL )ING '1" ±394 ±395 ±397 HOC ±401 Ir----c=-J
II -------H I UNITS ~ 1ST FLOOR H1 \\ ~ -II r-(2 A~t'TWIT ~~~ ~ G ABOVE~ :--. r l B U I IN G "?" ~A AGE H02
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'T' IJ IJ IJ LJl IJ c.::=!ST ~,LOOR ±41,
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~ ~4}<f); "" ~ ~l I GAR'1 GE ±402
,~ 4}" ~~~~"'::::o*=:=~==~==~=~~o~-~'~~ ~~~~~;;::~~ ~ F~OOR H12
,
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•••• 0 I ~~~ f I-. ~ ~~~~:=I ~=-~-=~' ===~~~::~" -=--= -~ -~ -~-=--:==1 ====-=~~~;::::::"=-='-=-~~~~1~~1~~~ ~~ ":~ //~ ~==='=I. __ ...J ~I I ~ ~ C:=;-ST~LOOR ±410
g+l. :Jl ~ '\ ,p ~ [:::::>9AR AGE HOO
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BUFFER MIT1GA T10N AREA
rlTL t -
. r~_GA~ AGE ±400 u t.-----""
[C PT ~ 15+37.28 ~ \ c=-1511 FLOOR ±41
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RECREA TI ON cBhUL ING "4'
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5.193 SF I c.J
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6 NITS
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1 ±399
RECREATION
SPACE
5,142 SF
~ L '--±398 ±399 I
J '-BUILO'NG "7' -' [ F' '--
5 U ITS I
±398
±395 UNIT TYPE: A & B
I ±398
I II ITLo) I ~ 1
N01"52'IS"E ./ 10.00'~ ~~----~~~~~I1~n7~~~~~~~~------~ N88'07'55"W 150.01' (DRS) 150.00' (P) I
NORTH
@
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II I· 17 77 28 II
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SO V :::::r :::::r f-----c ::L.----I ~ V \~ ~ B~'~ k .~" V V V ~ 394.5 V V NIV -m EVe: ~E V V V
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±396 ±396
N8S"07'55"W 150.01'(DRS) 150.00·(P)
,-;, __ -,-~<~.:~. ~ c:"'-~._."_....:.,;;:~~"'.~.-'--.
l.: Commercial Building :ernll~
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11000 N.E. 33rd Place, Suite #101
Bellevue, Washington 98004
(425) 827-3252
fAJ«(425) 889-9174
Member, American Institute
of Architects
Registration
Design Team
Design
Drawn
Checked
SPE Project No.
Client Project No.
Owner
Karl Best
La F ortunQ"J_L~
Project
La Fortuna Townhouse,s,
12632 SE Petrovitsky,P6
Issue/Revision
No. Date Description
" ,
" ,
R1 5/21 County Comments
R2 6/27/0 County Comments
Sheet Title
SITE PLAN
C\ Copyright 2002
& Steven P. Elkins Architects Inc. P.S.
Sheet No.
AO.1
\REVIS'ON}
, ,
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r;..' 4----H r;...:· .'~ .. i', ~ ~ ..... ~ .. ::; '" <:~. HANDHOLDS ;.::;.;.
TOP SLAB ~ io ~ "' ... ~ ..... ~.;'-: ... : .... 4-... _____ \-+-:;../.,,-"... -. "=~;:
,-___ iS~;>\'~'i~:;:({';; ~::;
FRAME & GRATE OR
COVER. SEE SEC. 7.05.
ADJUSTMENT SECTION
(LEVELING BRICKS OR GRADE
RINGS OPTIONAL).
'. :. I 20" X 24" OR:<' ~
;;'{ 24" DIAM~~a:-=l"'~.~c..::.:-_t>-STEPSZOR LADDER. ORIENT
::~< ~ i'= :.':',; WITH INLET SO STEPS WILL
'; • c' ~,b.".' C£ CLEAR PIPES. SEE DWG.
;'.':': 48",54",60",72",OR 95" -~. :.,~( NO. 2-006. ';_j ... I---~~~~=='-"~----t ... : .. :.
.. ' ....
~ ~:.:.-', .: .. " ..
',; '!'
',; : \
•
46" DIAM.-6"
54" DIAM.-8"
. ,"
60" DIAM. -8" '. '" .: ; ;~= g:~'-l ~!""l <l' / PRECAST BASE & ~I~ETA_R\. -/0: 1'-i-:> INTEGRAL RISER.
. -.. .. I . f.--.-.·F~~· .;:t;. ;rt;:;~;;;j .-.... ,
o z I -;,..," ... '
./ ',,' .',... .~ .. : '/ ~:;:~ ' .. ':. ':" '.<~:,' .~:: '.'1--_._ 21: ::°0 = FFOORR 47 82 :, &549"'6"&D 5IAOI:. DIAM. / /0··.:·,.<:··;,·.:.·.··:: .. ·· .7 "Z ... ; ... , .... :1'\" .. :-.. ' "
TYPE 2 CATCH BASIN NOTES:
1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM
C478 (AASHTO M199) AND ASTM C890 UNLESS OTHERWISE SHOWN ON
PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS.
2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN. CLEARANCE.
STEPS IN CATCH BASIN SHALL HAVE 6" MIN. CLEARANCE. SEE DWG. NO.
2-006, CATCH BASIN DETAILS. HANDHOLDS SHALL BE PLACED IN
AL TERNA TING GRADE RINGS OR LEVEUNG BRICK COURSE WITH A MIN. OF
ONE HANDHOLD BETWEEN THE LAST STEP AND TOP OF THE MANHOLE.
3. ALL REINFORCED CAST -IN-PLACE CONCRETE SHALL BE CLASS 4000.
ALL PRECAST CONCRETE SHALL BE CLASS 4000.
4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS.
KNOCKOUTS SHALL HAVE WALL THICKNESS OF 2" MIN. UNUSED KNOCKOUTS
NEED NOT BE GROUTED IF WALL IS LEFT INTACT. PIPES SHALL BE
INSTALLED ONLY IN FACTORY KNOCKOUTS UNLESS OTHERWISE APPROVED BY
THE ENGINEER.
5. KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUAL PIPE OUTER DIAM.
PLUS CATCH BASIN WALL THICKNESS. MAX. HOLE SIZE SHALL BE 36" FOR
48" CATCH BASIN, 42" FOR 54" C.B .. 48" FOR 60" C.B., 60" FOR 72" C.B.,
84" FOR 96" C.B. MIN. DISTANCE BETWEEN HOLES SHALL BE 8" FOR 48".
54", AND 60· C.B.; 12" FOR 72" AND 95" C.B.
6. CATCH BASIN FRAMES AND ORATES OR COVERS SHALL BE IN
ACCORDANCE WITH SEC. 7.05 AND MEET THE STRENGTH REQUIREMENTS OF
FEDERAL SPECIFICATION RR-F-5Z1D. MATING SURFACES SHALL BE FINISHED
TO ASSURE NON-ROCKING FIT WITH ANY COVER POSITION.
7. ALL BASE REINFORCING STEEL SHALL HAVE A MIN. YIELD STRENGTH OF
50,000 PSI AND BE PLACED IN THE UPPER HALF OF THE BASE WITH 1" MIN.
CLEARANCE.
8. MIN. SOIL BEARING VALUE SHALL EQUAL 3,300 POUNDS PER SQUARE
FOOT.
9. FOR DETAILS SHOWING LADDER, STEPS. HANDRAILS AND TOP SLABS, SEE
DWG. NO. 2-006.
10. SEE THE WSDOT/APWA STANDARD SPECIFICAnONS SEC. 7-05.3 FOR
JOINT REQUIREMENTS.
1/2" LEHERS
RECESSED TO
BE FLUSH
A
l£j ~ oooooooooOO~~OODDOOOO
6 ,,* °0°0°0°0°0°0 0 0 0 0 0°0° o 0 0 0 0 0 0 0 0 0 0
MIN. ~ 2 1/8"
SEPARATE CAST IN PLACE * cEPARATE BASE OR SEPARATE G~AVEL BACKFILL FOR FOliNDATIONS I FORT °IN PLACE PRECAST BASE. 5 MIN. COMPACTED DEPTH g~y--FOR PRECAST BASE ONLY.
REINFORCING STEEL (FOR SEPARATE BASES ONLY) -REINFORCING STEEL (FOR PRECAST BASE & INTEGRAL RISER ONLY)
0.Z3 SQ. IN/FT. IN EACH DIRECTION FOR 48" DIAM. 0.15 SQ. IN/FT. IN EICH DIRECTION FOR 48" DIAM.
0.19 SQ. IN/FT. IN EACH DIRECTION FOR 54" DIAM. 0.19 SQ. IN/FT. IN EACH DIRECTION FOR 54" DIAM.
0.25 SQ. IN/FT. IN EACH DIRECTION FOR 50" DIAM. 0.25 SQ. IN./FT. IN EACH DIRECTION FOR 60" DIAM.
0.35 SQ. IN/FT. IN EACH DIRECTION FOR 72" DIAM. 0.Z4 SQ. IN./FT. IN EICH DIRECTION FOR 72" DIAM.
0.39 SQ. IN/FT. IN EACH DIRECTION FOR 96" DIAM. 0.29 SQ. IN/FT. IN EACH DIRECTION FOR 96" DIAM.
PRECAST BASE JOINT
4" CEMENT CONCHETE 6'-0" MIN.
SIDEWALK AND RNAP l:;l/ MATCH EXISTING OR
12 PROPOSED
11 SURFACE , .;.'" .: ... ;.' ...... >: >1:,-.. , f'.' :'.'~" :~"" .' ... ~'. ' ..
SECTION A-A
CATCH BASIN TYPE 2
NOTES
NTS
TRANSITION RAMP SHALL BE TEXTURED BY
IMP,"NT OF METAL GRID WITH l/Z" SPACING.
1. FOR WIDTHS OF SIDEWALK SEE SEC. 3.02.
2. FOR WIDTHS OF PAVEMENT AND SHOULDER SEE SECS. 2.0Z, 2.03, AND 2.04.
3. SHOULDER SHALL BE SURFACED AS REQUIRED BY SECTIONS 3.07 AND 4.01.
IF PAVED, SHOULDER SLOPE SHALL MATCH CROWN SLOPE OR .02 FT./FT.
4. FOR CURB AND SIDEWALK JOINTS SEE DWG. NO. 3-001.
EXPAN
JOINT
SION
\
~ .. .. ...
0
0
0
0
,
• -
j
0 0 0
0 0 0
0 0 0
0 0 0
~ ........ /ANCHOR
....... PER N.D.
TEMPLAT
BOLT PATTERN
C.B.U. PEDESTAL
E
• ..~ "') , '" .. • .. . 4 . . . .. ..' .. .. .. .. , 0 .. • .. . ' <D '4 I
"-5. TRANSITION RAMP SHALL BE TEXTURED BY IMPRINT OF METAL GRID WITH 1/2" SPACING. .. .. '~'~.'. , .
. " .. '. .' 4.
NOTE ,. 127TH AVE SE-SIDEWAIK RAMP TO OFFSITE AC PAVED WALKWAY
NTS
SEE /
NO. Z~l ____ ~~ __ ~~
. 1'-6"
3'-0"
FRONT
A
FRON T EDGE OF
FRAME FLUSH WITH
STREET/GUTTER TRAflSITION
SURFACE
F',C.C.
SIDEWALK
"'" 'I
2'-0"
·z ~o
:> F
Vi
<D Z
1 «
'" ~>-
/'
SECTION A-A ~ ~~
NOTES:
1. MATERIAL IS CAST IRON ASTM M6 CLAS~ 30.
Z. SEE SEC. 7.05.
3. THE WORDS "PROPERTY OF KING COUNTY" SHALL
BE OMITTED IF ON A PRIVATE SYSTEM.
m
17 1/2"
PLAN
1" I I
3/4"
I
SECTION A-A SECTION B-B
RQILED CURB VANED GRATE
NTS
1'-4" 2' 7" MIN. 5' 0" CLEAR WIDTH ~~ __ ~ ____ ~~ ____ ~~~~~illL_
•• .' --, ..
PLAN TING STRIP
WIDTH 5'
MOUNT ON PEDESTAL
PROVIDED WITH
N.D.C.B.U. UNIT
__ ----/7"'-EXPANSION
.....___-------/ JOINT . .. " .. • ••. <1 ".... ,,:
. . :4'!
A .' '. "
,
. , . .•. ;,
• .' -/ ....
• <D
I
' .... -..
[
6'
MAXIMUM
HEIGI'IT
l'
SHOULDER
>-z w
'" w > 0 «w
0..(1)
VJ >-w w U w w
f"'"
I VJ VJ:r:
0:(1) ~3 t;:;u..
..J w
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00 .",
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NOTES:
~~
~~
~~
I
·z ~o
:>F
. Vi ioz
1«
' '" ~>-
PLAN
A
U
~ '"
V BACK
EDGE OF
FRAME
EVEN WITH
BACK
FACE OF
CURB
1. SET FRAME TO "rlAUE AND CONSTRUCT ROAD AND CURB TO BE FLUSH AT FRONT AND BACK OF FRAME.
2. SEE SEC. 7.05.
3. THE WORDS "PR0I'EIHY OF KING COUNTY" SHALL BE OMITTED IF GRATE IS ON A PRIVATE SYSTEM.
4. NOT fO BE USLD ON THICKENED EDGE ROADWAYS.
1(:'',''J_;'''1) (jJHB AND VANED GRATE INSTALLATION
NTS
,---1-FOR FLAT BACKSLOPE, SURFACE SHOULD BE
IMPERVIOUS AND SLOPED TO DRAIN
r-~+----1" (OR LESS) DIAMETER WASHED GRAVEL; MIN. 5"
COVER OVER PIPE; MIN. 2" GRAVEL UNDER PIPE
PLACEMENT OF ADJACENT STRUCTURES
I MIN = illJ,m-ic\'F ... ; .. ;i"
lZ" '.IIN \,,\ 3 f;;;~;"j[,
II ~ --r1it"~'<!',''')
SEE NOTE NO.2 c.l ~, __ 1,-'--,6,-"_~~
SIDE
I) ~-~t~:i~
FIRM U~IDISTUrmED SOIL ,". t""
MIN. 12" DIAMETER CPE PERF. PIPE; MIN. 2.75%~---"
SLOPE; PROVIDE CI.I:ANOUT TO ClCADE AT ALL
~1
2
~pt(l~!. ,D.E-$. • NEIGHBORHOOD DElJVEgy AND COIJ.ECTION BOX UNIT
BENDS; PIPE ANO/OI< CUT FACE LINED I'IITH FILTEr< _ .... __
F ABRle (MIRNI OR tllUAL) NO FOOTINGS OF STRUCTURES
(INCLUDING OTHER ROCKERIES
MA Y BEAR IN THIS SHADED
AREA
ORIGINAL GROUND
K'2fWAY
PAY UMITS
EXCAVATION ONLY
12-MIN. fHICKNESS
2~ -4· QUARRY SPALLS
/' ___ GRAVEL BACKFilL FOR DRAINS 2
FILTER FABRIC
Comments:
NOTES:
1. SEE SEC. 5.01.
2. WSDOT/APWA 9-03.12[4].
3. FLATIER SLOPE MAY BE REQUIRED IN LESS STABLE SOIL.
4. CHAIN LINK FENCE, TYPE NO.4 (WSDDT/APWA STANDARD)
OR HANDRAIL REQUIRED WHEN ROCKERY HEIGHT IS 3' OR
GREATER. SEE DWG. NO. 5-006.
5. FOR ROCKERY HEIGHTS EXCEEDING 4', SEE DWG. NO. 5-007.
6. TRAFFIC BARRIERS MAY BE REQUIRED ON ROADS WITH SPEED
LIMITS OF 40 MPH OR GREATER. WHERE ROCKERY HEIGHTS
EXCEED 6'. SEE CHAPTER 7 OF THE WSDOT DESIGN MANUAL.
ROCK FACING. FILL SECTION
NTS
C~k~\Io~:sno\e
~mrfoote
MATCH EXISTING TRANSVERSE
SAWCUT EDGE AND TACK
l' INSIDE OF FOGLlNE,
SEAL COAT JOINT
EXTRUDED AC CURB W/-"
0.5' GAPS @ 10' O.C.
AVE SE
SAW CUT EDGE AND
TACK, SEAL COAT
JOINT, MATCH EX.
NTS
127TH AVE SE-OFFSITE AC PAVED WAlKWAY TRANSITION TO
EXIS'flNG SURFACE NTS
HQr~J(E:RY NOTES:
1. ROCKEilIES 4' AND OVER IN HEIGHT REQUIRE A FJUILDING PERMIT.
2. FOR ROC~ERIES BETWEEN_ 4' ~ND 6' HICH, THE INSTP.LLEil OR CONTRACTOR SHALL PROVIDE A LETTER TO THE BUILDING INSPECTOR PRIOR
10 mlAL IHoPECTION CERTICYING THAT THE SUBGHADE A"D DRAINAGE HAVE BEEN PREPARED IN ACCORDANCE WITH THE STANDARDS.
3. ROCKERll 6' ANO OVER IN HEIGHT REQelRE ENGIlIt:EIiING SUPERVISION BY A SPECIAL INSPECTOR PER UBC 1701.2 WHICH AT A MINIMUM
SHALL CONSIS r OF INSPECTION AND WRITTL," CERTifiCATION OF SUBGRADE. PLACEMENT OF BASE COURSE AND DRAINAGE AND FINISHED
ROCKERY.
4. 11Oc!<[r~IES OVER 6' IN HEIGHT MUST MEET SETBACK REQUIREMENTS IN RESIDENTIAL ZONES.
5. ROCKS SHALL BE SOUND AI·ID HAVE A IAI'I.IAiJ'A Ik.lSITY OF 160 POUNDS PER CUBIC FOOT.
6. THE LO;·,G DIMENSION OF ALL ROCKS SHALL DE !'LACI'D PEF<PENDICULAR TO THE WALL. EACH ROCK SHOULD BEAR ON TWO ROCKS IN
THE Tim BELOW.
7. 1I,IPF<o\'[D WALKING SURFACES ABOVE AHD ilDJACUlT TO ROCKERIES OVER 30" IN HEIGHT SHALL BE PROTECTED BY GUARDRAIL
CO"fOr~MING T USC 509.1. .
~A~EOCITRIES ARE EROSION-CONTROL STRUCTURES. NOT RETAINING WALLS. NATIVE MATERIAL MUST BE STABLE AND FREESTANDING IN CUT
9. AWl DEVIATION IN DESIGN OR PLACEMENT OF ADJACENT STRUCTURES MUST BE SUBMITTED WITH THE SEAL OF A CIVIL ENGINEER
CURF(LNTLY LICENSED IN THE STATE OF WASHJrlGTCJ'L
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