07-101475 PLANSco
SW 1 /4 OF NE 1 /4 OF SEC. 4, TWP. 21 N., RGE. 4 E., W.M.
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GENERAL ENGINEERING NOTES:
1. EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE
PLAN ARE BASED UPON THE BEST AVAILABLE PUBLIC RECORDS AND\OR
PRIVATE RECORDS AS SUPPLIED BY THE PROJECT OWNER AND\OR DATA
OBTAINED VERBALLY FROM OWNERS OR OFFICIALS ASSOCIATED WITH
THE PARTICULAR UTILITY. NEITHER THE OWNER NOR THE ENGINEER
GUARANTEE THE ACCURACY OR COMPLETENESS OF THIS INFORMATION
AND ASSUME NO RESPONSIBILITY FOR IMPROPER LOCATIONS OR
FAILURE TO SHOW UTILITY LOCATIONS ON THE CONSTRUCTION PLANS.
OTHER UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY
BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL INVERT
ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION.
2. IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL
NOTIFY THE ENGINEER PROMPTLY OF (1) PREEXISTING SUBSURFACE
CONDITIONS DIFFERING FROM THOSE INDICATED IN THE PLANS, OR
(2) PREEXISTING UNKNOWN SUBSURFACE CONDITIONS, OF AN UNUSUAL
NATURE, DIFFERING MATERIALLY FROM THOSE ORDINARILY
ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF
THE CHARACTER PROVIDED FOR IN THE CONTRACT. THE CONTRACTOR
AND/OR THE OWNER SHALL MAKE NO CLAIMS TO THE ENGINEER FOR
RECOMPENSATION FOR EXTRA WORK RESULTING FROM CHANGED
CONDITIONS UNLESS THE ENGINEER HAS APPROVED THE WORK IN
WRITING. (WSDOT SEC 1-04.7)
3. THE CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION
CENTER FOR FIELD LOCATION OF ALL UTILITIES AND SHALL NOT
BEGIN EXCAVATION UNTIL ALL KNOWN UNDERGROUND FACILITIES IN
THE VICINITY OF THE PROPOSED WORK HAVE BEEN LOCATED AND
MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF THE
UNDERGROUND LOCATION CENTER THEN THE CONTRACTOR SHALL GIVE
INDIVIDUAL NOTICE TO THAT UTILITY.
4. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND
EXERCISE SOUND ENGINEERING AND CONSTRUCTION PRACTICES IN
CONDUCTING THE WORK. THE CONTRACTOR SHALL PROTECT EXISTING
PUBLIC AND PRIVATE UTILITIES FROM DAMAGE DURING
CONSTRUCTION. IF EXISTING UTILITIES ARE DAMAGED, THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE
ENGINEER. THE CONTRACTOR SHALL RESTORE THE UTILITY TO ITS
EXISTING CONDITION.(WSDOT SECTION 1-07.17 APWA SUPPLEMENT).
THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF
CONSTRUCTION FOR DESIGNS SHOWN ON THESE PLANS.
5. WHERE THE PLANS CALL FOR UTILITIES TO BE RELOCATED BY
OTHERS, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY AND
COORDINATE HIS WORK SO AS TO AVOID CONFLICTS.
6. ALL EXCAVATION, TRENCHING, SUBGRADE PREPARATION, FILL
PLACEMENT AND COMPACTION AND ALL SOIL WORK IN GENERAL SHALL
BE CONDUCTED IN COMPLIANCE WITH THE RECOMMENDATIONS OF THE
PROJECT SOIL ENGINEER AND THE CURRENT GEOTECHNICAL
ENGINEERING REPORT.
7. ENGINEERING DESIGN AND APPROVAL FOR STRUCTURES SUCH AS WALLS
AND VAULTS MUST BE PREPARED BY THE APPROPRIATE PROFESSIONAL
ENGINEER AND IS NOT A PART OF THESE PLANS.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING PROFESSIONAL LAND
SURVEYOR TO REFERENCE EXISTING MONUMENTS ON OR ADJOINING
SITE PREVIOUS TO DEMOLITION OR CONSTRUCTION AND TO
RE-ESTABLISH SAID POINTS AT PROJECT COMPLETION. THIS
RE-ESTABLISHMENT SHALL BE DOCUMENTED BY RECORD OF SURVEY OR
CORNER RECORD AS DESCRIBED IN W.A.C. 332-120.
9. CONTRACTOR SHALL RESTORE CONCRETE WALKS, CURBS AND LANDSCAPE
AREAS TO ORIGINAL CONDITIONS.
GENERAL NOTES FOR GRADING
1. PUBLIC STREETS ARE TO BE KEPT CLEAR OF DIRT AND DEBRIS
DURING EXCAVATION AND FILL OPERATIONS.
2. THE SITE SOILS ARE GENERALLY CONSIDERED MOISTURE SENSITIVE
AND AS SUCH ARE SUSCEPTIBLE TO DISTURBANCE BY CONSTRUCTION
EQUIPMENT, PARTICULARLY DURING PERIODS OF WET WEATHER. THE
GRADING CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO LIMIT
SURFACE DISTURBANCE AND PROTECT THE SITE GRADING AREA FROM
EXCESSIVE RUNOFF EROSION.
3. PRIOR TO ANY SITE CONSTRUCTION TO INCLUDE CLEARING/LOGGING
OR GRADING THE SITE/LOT CLEARING LIMITS SHALL BE LOCATED AND
FIELD IDENTIFIED BY THE PROJECT SURVEYOR/ENGINEER AS
REQUIRED BY THESE PLANS.
4. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND
DELETERIOUS MATTER.
5. AREAS TO RECEIVE FILL SHALL BE PROOF ROLLED. ALL LOOSE AND
SOFT AREAS SHALL BE REMOVED AND REPLACED WITH STRUCTURAL FILL-
S. ALL FILL MATERIALS USED SHALL BE FREE OF VEGETATION AND
DELETERIOUS MATTER AND SHALL NOT CONTAIN ROCKS GREATER THAN
SIX INCHES IN DIAMETER.
7. STRUCTURAL FILLS SHALL BE PLACED IN 8" TO 10" THICK LOOSE
HORIZONTAL LIFTS AND SPREAD UNIFORMLY, OR AS OTHERWISE
DIRECTED BY THE SOILS ENGINEER.
B. THE SURFACE OF ALL SLOPES SHALL BE COMPACTED. THIS MAY BE
ACCOMPLISHED BY OVER -BUILDING THE SLOPES THEN CUTTING BACK
TO FINAL GRADES, OR BY RUNNING THE COMPACTOR OVER THE SLOPE
AS EACH FILL LIFT IS BEING PLACED. ALL SLOPES SHALL BE
COMPACTED BY THE END OF EACH WORK DAY.
9. FIELD DENSITY TESTS WILL BE MADE BY A QUALIFIED SOILS ENGINEERING
FIRM. DENSITY TESTS SHALL BE TAKEN AT OR JUST BELOW THE
SURFACE AT THE FREQUENCY AND AT LOCATIONS DETERMINED BY
THE SOILS ENGINEERING FIRM. WHEN THE TESTS INDICATE THAT THE
DENSITY OF ANY LAYER OF FILL OR PORTION THEREOF IS BELOW THE
SPECIFIED DENSITY, THE PARTICULAR SECTION SHALL BE REWORKED
UNTIL THE REQUIRED DENSITY HAS BEEN OBTAINED.
10. STOCKPILES ARE TO BE LOCATED IN SAFE AREAS AND ADEQUATELY
PROTECTED BY TEMPORARY SEEDING AND MULCHING. HYDROSEED
PREFERRED.
11. THE TEMPORARY EROSION/SEDIMENTATION CONTROL FACILITY SHALL
BE CONSTRUCTED PRIOR TO ANY GRADING OR EXTENSIVE LAND
CLEARING IN ACCORDANCE WITH THE APPROVED TEMPORARY
EROSION/SEDIMENTATION CONTROL PLAN. THESE FACILITIES MUST
BE SATISFACTORILY MAINTAINED UNTIL THE CONSTRUCTION AND
LANDSCAPING IS COMPLETED AND THE POTENTIAL FOR ON -SITE
EROSION HAS PASSED.
12. NON-COMPLIANCE WITH THE EROSION CONTROL REQUIREMENTS, WATER
QUALITY REQUIREMENTS AND CLEARING LIMITS VIOLATIONS MAY
RESULT IN REVOCATION OF PROJECT PERMITS, PLAN APPROVAL AND
BOND FORECLOSURES.
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ASSEMBLYOFGODCHURCII,
TEMPORARY EROSION & SEDMIENTATION CONTROL NOTES
1. THE IMPLEMENTATION OF THESE TESC PLANS AND THE
CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF
THESE TESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/
TESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED.
2. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN
SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY
TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION.
DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE
CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS
SHALL BE MAINTAINED BY THE APPLICANT/TESC SUPERVISOR FOR
THE DURATION OF CONSTRUCTION.
3. THE TESC FACILITIES SHOWN ON THIS PLAN MUST BE
CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING
AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF
SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND
ADJACENT PROPERTIES IS MINIMIZED.
4. THE TESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM
REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE
CONSTRUCTION PERIOD, THESE TESC FACILITIES SHALL BE
UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND
MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G.
ADDITIONAL SUMP CAPACITY, RELOCATION OF DITCHES AND SILT
FENCES).
5. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE
APPLICANT/TESC SUPERVISOR AND MAINTAINED TO ENSURE
CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE
KEPT OF WEEKLY REVIEWS OF THE TESC FACILITIES DURING THE
WEST SEASON (OCT. 1 TO MARCH 31) AND OF MONTHLY REVIEWS
DURING THE DRY SEASON (APRIL 1 TO SEPT. 30).
6. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY
EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS
DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY
SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED
TESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING,
CRUSHED ROCK).
7. ANY AREA NEEDING TESC MEASURES THAT DO NOT REQUIRE
IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN 15 DAYS.
8, THE TESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED
AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 48
HOURS FOLLOWING A STORM EVENT.
9. AT NO TIME SHALL MORE THAN 1 FOOT OF SEDIMENT BE ALLOWED
TO ACCUMULATE WITHIN A CATCH BASIN, SEDIMENT TRAP, OR
SEDIMENT POND. ALL CATCH BASINS AND CONVEYANCE LINES
SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION
SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM
SYSTEM.
10. STABILIZED CONSTRUCTIONTRANCE ENTRANCES ROADS SHALL BE
INSTALLED AT THE B : NNING OF CONSTRUCTION AND MAINTAINED
FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES,
SUCH AS WASH PADS, `AAY BE REQUIRED TO ENSURE THAT ALL
PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE
PROJECT.
11. NON-COMPLIANCE WITH THE EROSION CONTROL REQUIREMENTS, WATER
QUALITY REQUIREMENTS AND CLEARING LIMITS VIOLATIONS MAY
RESULT IN REVOCATION OF PROJECT PERMITS, PLAN APPROVAL AND
BOND FORECLOSURES.
12. PRIOR TO ANY SITE WORK, THE CONTRACTOR SHALL CONTACT THE
CITY/COUNTY DEPARTMENT OF PUBLIC WORKS TO SCHEDULE A
PRECONSTRUCTION CONFERENCE. DUE TO FIELD CHANGES
(REVISIONS), ENGINEERED AS-BUILTS SHALL BE REQUIRED PRIOR TO
SITE APPROVAL
13. THE TEMPORARY EROSION/SEDIMENTATION CONTROL FACILITY SHALL
BE CONSTRUCTED PRIOR TO ANY GRADING OR EXTENSIVE LAND
CLEARING IN ACCORDANCE WITH THE APPROVED TEMPORARY
EROSION/SEDIMENTATION CONTROL PLAN. THESE FACILITIES MUST
BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION AND
LANDSCAPING IS COMPLETED AND THE POTENTIAL FOR ON -SITE
EROSION HAS PASSED.
14. ALL SITE WORK MUST COMPLY TO CHAPTER 70 OF THE UNIFORM
BUILDING CODE. (CURRENT EDITION)
HYDROSEEDING GENERAL NOTES
1. PREPARATION OF SURFACE: ALL AREAS TO BE SEEDED SHALL BE
CULTIVATED TO THE SATISFACTION OF THE CITY/COUNTY INSPECTOR.
THIS MAY BE ACCOMPLISHED BY DISCING, RAKING, HARROWING OR
OTHER ACCEPTABLE MEANS.
2. WITHIN 3 WORKING DAYS IMMEDIATELY FOLLOWING FINISH GRADING,
PERMANENT VEGETATION (CONSISTING OF RAPID, PERSISTENT
AND LEGUME) WILL BE APPLIED. (MINIMUM 80# PER ACRE). THIS
IS TO INCLUDE THE FOLLOWING: 20% ANNUAL, PERENNIAL OR HYBRID
RYE GRASS, 40% CREEPING RED FESCUE, 40% WHITE CLOVER.
HYDROSEED REQUIRED.
3. FERTILIZER: SHALL BE APPLIED AT 400# PER ACRE OF 10-20-20
(10 POUNDS PER 1100 SQUARE FEET) OR EQUIVALENT.
STORM DRAINAGE NOTES:
1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED,
CONCEALED OR PUT INTO USE UNTIL IS HAS BEEN TESTED,
INSPECTED, AND ACCEPTED BY THE CITY/COUNTY.
2. A PRECONSTRUCTION MEETING AND A 24-HOUR NOTICE SHALL BE
REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO ARRANGE THE PRECONSTRUCTION
MEETING WITH ALL CONCERNED PARTIES AND TO OBTAIN ANY
AND ALL REQUIRED PERMITS FROM CITY/COUNTY AND
OTHER AGENCIES PRIOR TO STARTING CONSTRUCTION. IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY/COUNTY
CONSTRUCTION INSPECTOR A MINIMUM OF 24 HOURS IN ADVANCE
OF BACKFILLING ALL CONSTRUCTION.
3. THE CONTRACTOR MUST HAVE A SET OF PLANS, APPROVED BY THE
CITY/COUNTY, ON -SITE AT ALL TIMES DURING THE COURSE
OF PROJECT CONSTRUCTION.
4. BEFORE ANY CONSTRUCTION MAY OCCUR, THE CONTRACTOR SHALL
HAVE PLANS WHICH HAVE BEEN SIGNED AND APPROVED BY THE
CITY/COUNTY PUBLIC WORKS DEPARTMENT, OBTAINED ALL
CITY, COUNTY, STATE, FEDERAL AND OTHER REQUIRED PERMITS,
AND SHALL HAVE POSTED ALL REQUIRED BONDS AND HAULING
TRUSTS.
STORM DRAINAGE NOTES (CONTINUED):
5. MINIMUM COVER OVER STORM DRAINAGE PIPES AND FACILITIES
SHALL BE 2 FEET, UNLESS OTHERWISE SHOWN AND APPROVED.
6. TEST OBSERVATIONS AND INSPECTIONS SHALL BE BY THE CITY/
COUNTY CONSTRUCTION INSPECTOR.
7. ALL DAMAGES INCURRED TO PUBLIC AND/OR PRIVATE PROPERTY BY
THE CONTRACTOR DURING THE COURSE OF CONSTRUCTION SHALL BE
PROMPTLY REPAIRED TO THE SATISFACTION OF THE CITY/COUNTY
CONSTRUCTION INSPECTOR BEFORE PROJECT APPROVAL AND/OR THE
RELEASE OF THE PROJECTS PERFORMANCE BOND.
8. NO PART OF THE STORM DRAINAGE SYSTEM SHALL BE PUT INTO
USE UNTIL IT HAS BEEN TESTED, INSPECTED, AND APPROVED BY
THE CITY/COUNTY CONSTRUCTION INSPECTOR.
9. THE CONTRACTOR SHALL CALL AND NOTIFY DIAL -A -DIG AT 1-800-
424-5555 A MINIMUM OF 2 DAYS BEFORE DIGGING OR GRADING
OPERATIONS OCCUR.
10, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION
OF EXISTING UTILITY LOCATIONS WHETHER OR NOT THESE
UTILITIES ARE SHOWN ON THE PLANS. THE CONTRACTOR SHALL
EXERCISE ALL CARE TO AVOID DAMAGE TO ANY UTILITY. IF
CONFLICTS WITH EXISTING UTILITIES ARISE DURING
CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE CITY/COUNTY
CONSTRUCTION INSPECTOR AND ANY CHANGES REQUIRED SHALL BE
APPROVED BY THE CITY/COUNTY ENGINEER PRIOR TO COMMENCEMENT
OF RELATED CONSTRUCTION ON THE PROJECT.
11. ALL REQUESTS FOR INSPECTIONS AND FOR WITNESSING TESTS
SHALL BE SCHEDULED WITH THE PUBLIC WORKS INSPECTOR A
MINIMUM OF 24 HOURS IN ADVANCE, AND NO GREATER THAN 7
DAYS IN ADVANCE. FAILURE TO GIVE ADEQUATE ADVANCE NOTICE
MAY RESULT IN DELAYS TO THE CONTRACTOR FOR REQUIRED
INSPECTIONS.
12. ALL STORM DRAINAGE MAIN EXTENSIONS WITHIN THE PUBLIC
RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED FOR LINE AND
GRADE PRIOR TO STARTING CONSTRUCTION.
13. BEFORE THE CITY/COUNTY ACCEPTS STORM DRAINAGE IMPROVEMENTS,
THE CONTRACTOR SHALL SUPPLY THE CONSTRUCTION INSPECTOR
WITH PHOTOSTATIC MYLAR AS-BUILTS, OF THE STORM DRAINAGE
SYSTEM BEARING THE STAMP AND SIGNATURE OF A REGISTERED
PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF THE PLANS
WERE GENERATED USING CADD, THE CONTRACTOR SHALL SUPPLY A
FLOPPY DISK OF THE CONSTRUCTION PLANS IN ADDITION TO THE
MYLAR AS-BUILTS. THE CONSTRUCTION INSPECTOR MUST
REVIEW AND APPROVE ALL AS-BUILTS. THE CONTRACTOR SHALL
MAKE ALL CHANGES TO THE AS-BUILTS AS DIRECTED BY THE
CONSTRUCTION INSPECTOR BEFORE THE CITY/COUNTY WILL APPROVE
AND ACCEPT THE AS-BUILTS.
14. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND
CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE
CITY/COUNTY DESIGN AND CONSTRUCTION STANDARDS AND
SPECIFICATIONS AND THE STANDARD SPECIFICATIONS FOR ROAD,
BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND
THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA).
15. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING
TO THE APPROVED PLANS, WHICH ARE ON FILE WITH THE CITY/
COUNTY. ANY DEVIATION FROM THE APPROVED PLANS WILL
REQUIRED WRITTEN APPROVAL FROM THE CITY/COUNTY
DEPARTMENT OF PUBLIC WORKS.
16. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY
PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1)
OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION
FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE
NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION
OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE
ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A
UNIFORMLY DENSE UNYIELDING BASE. ALL PIPE BEDDING SHALL
BE APWA CLASS "C," WITH THE EXCEPTION OF PVC AND CPEP
PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM
95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE
PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE PLACE 6"
OVER AND UNDER PVC AND CPEP PIPE.
17. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT-OF-
WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY
THE CITY/COUNTY.
18. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE
CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED
BY THE DEPARTMENT OF PUBLIC WORKS.
19, ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE
CITY/COUNTY DOES NOT RELIEVE THE OWNER OF THE
CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED
WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY/
COUNTY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER
FUNCTIONING AND MAINTENANCE OF THE SYSTEM DURING OR
FOLLOWING CONSTRUCTION EXCEPT AS OUTLINED IN THE CITY/
COUNTY STANDARDS.
20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING
ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT,
FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE
LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT
PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK
COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED
RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL
REQUIRE AN APPROVED TRAFFIC CONTROL PLAN. ALL SECTIONS
OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23, TRAFFIC
CONTROL, AND THE MANUAL OR UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD), SHALL APPLY.
WATER MAIN NOTES:
1. ALL WORK AND MATERIALS SHALL BE IN CONFORMANCE WITH THE
STANDARDS AND SPECIFICATIONS OF THE CITY/COUNTY PUBLIC
WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA
STANDARDS AND SPECIFICATIONS AS APPROVED BY THE CITY/
COUNTY. A SET OF APPROVED PLANS SHALL BE KEPT ON -SITE
AT ALL TIMES DURING CONSTRUCTION.
2. ALL WATER MAIN PIPES TO BE NEW DUCTILE IRON, CLASS 52,
CEMENT -LINED CONFORMING TO AWWA C-151 OR LATEST
REVISION. MORTAR LINING SHALL CONFORM TO AWWA C-104 OR
LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR
MECHANICAL JOINT.
WATER MAIN NOTES (CONTINUED):
3. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED,
PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH
ANSI/AWWA C110/A21.10-82. CEMENT LINING SHALL BE IN ACCORDANCE
WITH ANSI/AWWA C104/A21.4-85. IF FITTINGS ARE 3 INCHES TO 12
INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL
BE IN ACCORDANCE WITH EITHER ANSI/AWWA C110/A21.10-82 OR
ANSI/AWWA C153/A21.53-84. 3-INCH TO 12-INCH DIAMETER FITTINGS
WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS SHALL BE IN
ACCORDANCE WITH ANSI/AWWA C110/A21.10.82 OR A COMBINATION OF
ANSI/AWWA C110/A21.10.82 AND ANSI/AWWA C153/A21.53-84 SUCH THAT
THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S), MAY BE IN
ACCORDANCE WITH ANSI/AWWA C153A/A21.53-84 AND THAT PORTION OF THE
FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH
ANSI/AWWA C110/A21.10-82. ACCEPTANCE TESTING IN ACCORDANCE WITH
SECTION 53-5.3 OF ANSI/AWWA C153/A21.53-84 OR WITH SECTION 10-4.3
OF ANSI/AWWA C110/A21.10-82 SHALL BE OBTAINED BY THE CONTRACTOR
AND TRANSMITTED TO THE OWNER.
4. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON
BODY, BRONZED- MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE
AND 0-RING STUFFING BOX. VALVES SHALL BE DESIGNED FOR A MINIMUM
WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW
LIST 14, MUELLER COMPANY NO. A2380, OR M&H. ALL VALVES 12" IN
DIAMETER AND LARGER, SHALL BE INSTALLED IN A VAULT. SEE WATER
STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS
INSTALLATION.
5. FIRE HYDRANTS SHALL BE 5-1/4" MVO MUELLER A-423 FIRE HYDRANT ONLY.
INSTALLATION, PAINTING, SHACKLE RODS AND OTHER DETAILS ARE SHOWN
ON THE STANDARD FIRE HYDRANT ASSEMBLY DETAIL.
6. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM
COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATER MAIN 12 INCHES
AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE.
WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO
CLEAR.
9. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED AT A
HYDROSTATIC PRESSURE OF 250 PSI IN ACCORDANCE WITH THE
ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY/COUNTY.
ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF THE
CITY/COUNTY ENGINEER, OR WATER DEPARTMENT INSPECTORS. CALL
UTILITIES AND FIRE DEPARTMENT 24 HOURS PRIOR TO TESTING.
10. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE
INJECTION OF A 50 RPM (MINIMUM CONCENTRATION) CHLORINE/WATER
SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE
PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE
WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD
SPECIFICATIONS REFERENCED IN 1 ABOVE.
11. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CON-
STRUCTION. A MINIMUM OF 3 (THREE) WORKING DAYS NOTICE IS
REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECONSTRUCTION
MEETING A PERMIT INFORMATION SHEET MUS
T BE SUPPLIED TO THE
UTILITY ENGINEER'S OFFICE. TWENTY-FOUR HOUR NOTICE WILL BE
REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
12. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL
NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
13, INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND
METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER
APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN
MADE TO THE CITY/COUNTY.
14. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE
CITY/COUNTY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING
ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL
KEEP AS -BUILT DRAWINGS. ALL UTILITY TRENCH BACKFILL SHALL BE
APPROVED BY OWNER'S SOILS ENGINEER,
SANITARY SEWER NOTES:
1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO CURRENT
APWA SPECIFICATIONS WHEN NOT COVERED BY THE CITY/COUNTY
STANDARDS AND SPECIFICATIONS.
2. PVC SEWER PIPE SHALL BE RUBBER GASKET CONFORMING TO APWA
STANDARDS.
3. THE CONNECTION TO THE MANHOLE SHALL BE WITH AN ASBESTOS
CEMENT COUPLING GROUTED DIRECTLY IN THE MANHOLE.
4. THE CONTRACTOR SHALL CALL UTILITY UNDERGROUND LOCATE
(1-800-424-5555) 48-HOURS PRIOR TO CONSTRUCTION AND NOTIFY
THE CITY/COUNTY UTILITIES DEPARTMENTS.
5. PRESSURE TESTING SHALL BE DONE BY THE CONTRACTOR PER
APWA SPECIFICATIONS.
6. SIX-INCH (6") SIDE SEWERS SHALL MAINTAIN A TWO (2) PERCENT
GRADE.
7. THE CITY SHALL OBTAIN PERMITS TO WORK WITHIN THE CITY/COUNTY
RIGHT-OF-WAY.
8. PRE -CONSTRUCTION MEETING BETWEEN CITY/COUNTY AND CONTRACTOR
TO BE HELD PRIOR TO THE COMMENCEMENT OF ANY SITE WORK.
9. ONLY FACTORY BEVELED JOINTS WILL BE ALLOWED IN ALL SEWER
MAINS, EXCEPT AT SIDE SEWER LOCATIONS.
10. SIDE SEWER MARKER 1994 APWA SPECIFICATIONS, SECTION 7.18.3 (5).
11. ALL MANHOLES, CLEANOUTS, RINGS AND COVERS SHALL BE LOCKING
AND LOCATED WITHIN THE BLACKTOP.
12. PROJECT ENGINEER SHALL BE RESPONSIBLE TO COMPLETE AND
RESUBMIT TO THE WASHINGTON STATE DEPARTMENT OF ECOLOGY THE
DECLARATION OF CONSTRUCTION UPON COMPLETION OF THE PROJECT.
GEOTECHNICAL REQUREMENTS
1. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED OBSERVATIONS/
INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.
2. SOIL STRIPPING/OVEREXCAVATION PREPARATION MAY BE NECCESSARY.
REFER TO THE GEOTECHNICAL REPORT.
VICINITY MAP
SCALE: 1"=2560'
DEVELOPER
MIDWAY SAMOAN ASSEMBLY
OF GOD CHURCH
PASTOR POPEA FUALAAU
29276 MILITARY ROAD SOUTH
FEDERAL WAY, WA 98003
CIVIL ENGINEER
SOUND CONSULTANTS, LLC
MR. JIM HARRISON
10509 NE 120th PLACE
KIRKLAND, WA 98034
(425) 765-5053
SHEET INDEX
C-101 COVER SHEET
C-102 EROSION CONTROL PLAN
C-103 SITE GRADING PLAN
C-104 SITE UTILITY PLAN
ARCHITECT
THE NISHIMURA ASSOCIATES
MR. TOM NISHIMURA
12737 BEL RED ROAD, SUITE 220
BELLEVUE, WA 98005
(425) 453-4886
SITE ADDRESS
MIDWAY SAM OAN ASSEMBLY
OF GOD CHURCH
29276 MILITARY ROAD SOUTH
FEDERAL WAY, WA 98003
LEGEND
- 100 - - - - EXISTING CONTOUR
100 - PROPOSED CONTOUR
CF CURB FACE
TC TOP OF CURB
FL FLOWLI N E
BW BACK OF WALK
CB CATCH BASIN
GR GRATE ELEVATION
INVERT ELEVATION
CLEANOUT
ROOF DRAIN
TOP OF ISLAND
RIDGE
SWALE
ASPHALT SURFACING
CONCRETE SURFACING
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RESUBMITTED
AUG 0 1 2008
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( IN FEET )
1 inch = 30 ft.
NOTE: ALL EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON WAS TAKEN FROM A
SURVEY PREPARED BY DAN PRICE LAND SURVEYING, DATED 11-27-05. SOUND
CONSULTANTS, LLC, ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS
OF THAT EXISTING INFORMATION. THE CONTRACTOR SHALL VERIFY, AS FIRST ORDER OF
CONSTRUCTION, THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL CRITICAL POINTS OF
CONNECTION AND IMMEDIATELY NOTIFY THE OWNER AND/OR ENGINEER OF ANY SIGNIFICANT
DISCREPANCY WHICH WOULD PREVENT THE CONSTRUCTION OF THAT DEPICTED HEREON.
R=10'MIN.-'
12"MIN.
4"-6" 6QUARRY SPALLS
PROVIDE FULL WIDTH OF
INGRESS/EGRESS AREA
STABALIZED CONSTRUCTION ENTRANCE
_ --,LE
DUST CONTROL
PURPOSE
TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES.
CONDITIONS WHERE PRACTICE APPLIES
IN AREAS (INCLUDING ROADWAYS) SUBJECT TO SURFACE AND AIR MOVEMENT OF DUST
WHERE ON AND OFF SITE DAMAGE IS LIKELY TO OCCUR IF PREVENTIVE MEASURES ARE
NOT TAKEN.
POSTS O 3' O.C. MIN.
,m .F FILTER
FABRIC INTO 4" WIDE BY
4" DEEP TRENCH
ELEVATION
FILTER BARRIER DETAIL
NC SCALE
CONSTRUCTION NOTES:
FILTER BARRIER — THIS SEDIMENT BARRIER MAY BE CONSTRUCTED USING BURLAP OR
STANDARD STRENGTH SYNTHETIC FILTER FABRIC. IT IS DESIGNED FOR LOW FLOW OR
MODERATE FLOWS NOT EXCEEDING 1 C.F.S.
1. THE HEIGHT OF A FILTER BARRIER SHALL BE A MINIMUM OF 15 INCHES AND
SHALL NOT EXCEED 18 INCHES.
2. BURLAP OR STANDARD STRENGTH FILTER FABRIC SHALL BE PURCHASED IN
A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRIER TO AVOID
THE USE OF JOINTS (AND THUS IMPROVE THE STRENGTH AND EFFICIENCY
OF THE BARRER).
3. THE STAKES SHALL BE SPACED A MAXIMUM OF 3 FEET APART AT THE
BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF
8 INCHES).
4. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 41NCHES WIDE AND 4
INCHES DEEP ALONG THE LINE OF STAKES AND UPSLOPE OF THE BARRIER.
5. THE FILTER FABRIC SHALL BE STAPLED TO THE WOODEN STAKES AND 8
INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. HEAVY
DUTY WIRE STAPLES AT LEAST 1/2 INCHES LONG SHALL BE USED. FILTER
MATERIAL SHALL NOT BE STAPLED TO EXISTING TREES.
6. THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE
FILTER MATERIAL.
7. IF A FILTER BARRIER IS TO BE CI=ONSTRUCTED ACROSS A DITCH LINE OR
SCALE, THE BARRIER SHALL BE OF SUFFICIENT LENGTH TO ELJMINATE END
FLOW, AND THE PLAN CONFIGURATION SHALL RESEMBLE AND ARC OR
HORSESHOE WITH THE ENDS ORIENTED UPSLOPE.
8. FILTER BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR
USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN
PERMANENTLY STABILIZED.
MAINTENANCE NOTES:
1. SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY
AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL
ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE OR
BECOME INEFFEC11YE PRIOR TO THE END OF THE EXPECTED USABLE LIFE
AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED
PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY
MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE—HALF THE
HEIGHT OF THE BARRIER.
4, ANY SEDIIMIENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR
FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM
WITH EMSTING GRADE, PREPARED AND SEEDED.
/IIII\VICINITY MAP-
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CONSTRUCTION SEQUENCE
1. CONTACT THE CITY OF FEDERAL WAY PUBLIC WORKS DEPARTMENT AND
SCHEDULE A PRECONSTRUCTION MEETING.
2. INSTALL STABILIZED CONSTRUCTION ENTRANCE.
3. INSTALL FILTER FABRIC FENCE AND CB PROTECTION.
4. PERFORM DEMOLITION OPERATIONS AS REQUIRED.
5. ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES
SHALL BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURED CONTINUED
PERFORMANCE. THESE MEASURES SHALL BE REPAIRED TO THE ORIGINAL
DESIGN CONDITION.
6. PRIOR TO ANY CONSTRUCTION THE CONTRACTOR SHALL REVIEW THE
RECOMMENDATIONS OF THE SITE GEOTECHNICAL ENGINEERING REPORT.
7. INSTALL NEW UTILITIES AND STORM DRAINAGE STRUCTURES AS DETAILED
ON THE PLANS. TRENCH EXCAVATIONS SHALL BE OBSERVED IN THE FIELD
BY AN ON —SITE SOILS ENGINEER. IT MAY BE NECESSARY TO
INSTALL GEOTEXTILE FABRIC IN THE TRENCH PRIOR TO PLACEMENT OF
GRANULAR BEDDING FOR PIPES AND CATCH BASINS.
8. CONSTRUCT NEW BUILDING. DURING THE CONSTRUCTION PERIOD, ANY AND
ALL POLLUTANTS OTHER THAN SEDIMENT WHICH ARE USED ON SITE SHALL
BE HANDLED AND DISPOSED OF IN A MANNER WHICH DOES NOT CAUSE
CONTAMINATION OF STORMWATER.
9. FINAL GRADE AND PAVE SITE.
10. LANDSCAPE OR HYDROSEED ALL EXPOSED AREAS.
11. CLEAN STORM DRAINAGE SYSTEM (DO NOT FLUSH) AFTER VEGETATION HAS
BEEN ESTABLISHED.
12. REMOVE ALL EROSION CONTROL MEASURES WHEN ENTIRE SITE IS
STABILIZED. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE
REMOVED 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THEY ARE
NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR
STABILIZED ON SITE. DISTURBED AREAS RESULTING FROM SEDIMENT
REMOVAL SHALL BE PERMANENTLY STABILIZED.
13. FINAL INSPECTION.
LEGEND:
FILTER FABRIC FENCE
LIMITS OF CONSTRUCTION
CB PROTECTION
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RESUBMITTED
AUG 0 1 2008
CITY OF FEDERAL WAY
BUILDING DEPT.
Call 2 Working Days Before You Dig
1-800-424-5555
Utilities Underground Location Center
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1 inch = 30 ft. DISCREPANCY WHICH WOULD PREVENT THE CONSTRUCTION OF TH-AT DEPICTED HEREON.
0 7-11D
RESUBMITTED
AUG 0 1 2008
CITY OF FEDERAL WAY
BUILDING DEFT.
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1 inch = 30 ft. DISCREPANCY WHICH WOULD PREVENT THE CONSTRUCTION OF THAT DEPICTED HEREON.
OUTFALL TO EXIST DITCH 3
INSTALL 7'W X 81 X 1' —� 1
JOIN EXIST DEEP ROCK OUTFALL PAD
MANHOLE 1007o-8" MINUS
IE=(402.06) 40-60% — 3 INCH MINUS
0-10%—i" MINUS
1.0'
bottom width = 5.1'
swale divider for width >10 ft (NA)
water quality design depth — 2"
1310- SWALE SECTION
N TS
2 compost tilled into
6 " native soil
New Design Manual
Figure 6.3.1.13 Biofiltration Swale Cross -Section
Revised 3-3-97, mdev
MIX 1
MIX 2
75-80
TALL OR MEADOW FESCUE
60-70% TALL FESCUE
10-15%
SEASIDE CREEPING
BENTGRASS
10-15% SEASIDE CREEPING
BENTGRASS
5-10%
REDTOP
10-15% MEADOW FOXTAIL
6-10% ALSIKE CLOVER
1-5% MARSHFIELD BIG TREFOIL
1-6% REDTOP
RESUBMITTED
AUG 0 1 2008
CITY OF FEDERAL WAY
BUILDING DEPT.
Call 2 Working Days Before You Dig
1-800-424-5555
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
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'' "'r y , ti' �, Y•^ c "- ;} )• ° 10' SEWER EASEMENT / Luminaire
Product Name: 40OW MH
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'� � h 1'..,, � k , i�� _. _ _ Perfect for roadways ,` r y, ,.1,4`'' MCL Cutoff Luminaire is ideal for an outdoor application where tight liht control is needed to
Lwrr;°• �, •: `< <":"f �+' $1 +""v'"ru , •' prevant glare and light trespass. P and parking lots. Features: One piece die -
IN SEWER MANHOLE , �� E r,l (' .:r
„ J ; t:.•' �r t" ••'tiS. 4 _--� CAP ,IrrM' : L>'�`t•}•_'•' ,",«• ,; cast aluminum. housing is finished in Duraplex II bronze polyester; Lens frame assembly is fully
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V « 1 q., {y, i'„f PE�u�' `1 °"'"� �••� rr'��><}l r�„•' SITE AREA 86,684 S.F. (1.99 AC.) gasketed with silicone to prevent dust and bug entry; Heat and shock resistant tempered glass
,,•t : a f.''t �o nyJJll s•J lens One t
-QPP POWER POLE y, r """y""r""" ' '' piece hydroformed reflector; Tool -less entry for relamping. Lens frame opens by
t rr, k tt 't,t n4,mn"p1 releasing a stainless steel latch; All internal electrical components are installed on a ballast tray
w: yv 'i_{fir that swings down for easy access and replacement; 6 inch die-cast aluminum arm, factory
�` r installed, with integral wiring compartment, Slide access cover allows wiring connections to be
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50' BUFFER IN
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MidwaySamoan Assembly of God �K.r' �`, c,:r, `•`�
It IN,
F d 1 di/ WA 1 1 f +
Application:
pole mounting
This product can be used with:
Ballast Type:
MH-
-->Venture Lighting Corp - MH
400W/C/U
Bulb:
40OW Metal Halide Lamp not included
-->Venture Lighting Corp - MH 40OW/U
Bulb Wattage:
400
-->Sylvania - M400/U
Color:
bronze
-->Sylvania - M400/C/U
-->Sylvania - MS360/SS/BU-HOR
Depth:
19 inches
�- IES Class:
Type III Cut -Off, Medium
Industry Standards:
UL Wet Location Listed, UL File Number
You may also be interested in our Wire
Nuts
E86021
Lamp Finish:
tempered glass
Lamp Holder:
mogul base
NEMA Light Distribution:
NEMA 3
Nominal Height (in):
7.5
Nominal Voltage (V):
Quad: 120V
Width:
14.75 inches
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SCALE: 1" = 30' APPROVED BY: DESIGNED BY: TNA REVISIONS: t,t ..... i�'t 1� `� �� Lt
,, t,���� '� LAND SURVEYORS CERTIFICATE R. MIDWAY SAMOAN CHURCH
As per City and Church t 't ' }5 1r wAS C JAN 2 2 2008
THIS MAP CORRECTLY REPRESENTS A SURVEY % Q+ og
Review ,. �• `'; �� '� �, q w .'�.� �' 29276 SOUTH MILITARY ROAD
DATE: 10/27/06 DRAWN BY: TNA r t','N', `, MADE BY ME OR UNDER MY DIRECT ti r DANPRICE LAND SURVEYING
`,'�, �'� �,•. y �Q FEFERALWAY, WA. CITY OF FEDERAL WA
10.08.07 k
x 7201 201 ST STREET CT..E. BUILDING DEPT.
,1 '� �,, , SUPERVISION IN CONFORMANCE WITH THE SPANA
. REVISED AS PER CITY t' '+ t•� + + t
�., REQUIREMENTS OF THE SURVEY RECORDING
REVIEW `` +, 5,� `'t�'S, ' "r ACT AT THE REQUEST OF TOM ISHIMURA '� WAY WA 98387 DWN. BY DATE
Site Plan t tf `�;,'t + ,, �f
, rrf'M r1\: {,, �L, NOVEMBER 2005 r 6,� o�`„GIs�r3Eg�o OFFICE (253) 87.5-8075 D.PRICE 11 27
DRAWING NUMBER: +L + �, ,: l ,, s r i sl FAX (253) 875-807fi % /05
DANIEL R. PRICE NAL LATE
S-1 t +'t: '� '. `I\, _. CHKD. BY SCALE SHEET
CERTIFICATE NO. 37533 EXPIRES: 27 MARCH 2006 D.PRICE 1 "=30' 1 /1
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29276 Military Rd. S. —Federal Way, WA 98003
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f1 '$ ' '' �4., ' �,1f1 ! r , 1 K • • • ' r�
'��..,.,.r,,,. • It ..1... `'„ ....
Tsu af heterophylis (Western Hemlock)
.., {
sa , �'il.rrw'r �t
,
32 Viburnum torus Laurustmus) "•`•, ` � • •• •`' _
... l
.., ,,. ...... y ..' .•ft J',/ rrr^,
Arctosta h los uva-ursi • , , ::.....................::: - ,1� J
TRIANGULATE PLANTING THROUGHOUT
• •' ---- r H droseeded/Beetle • j,
b
• �•, ,(Kmmkmnick ',;.•, Y d Lawn ,:; 1/
•, _ � t .,., ti , ,: ,..,. ,; • .' ' it r.,..,,. ... 't •}
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6'/r-0' SPACING w� v., t ' ;;., ' ri., tl' t„},1iw i,l... i,,.• G �/J'.71 r
Ul3 SPECIFIED( 4t ai , ,.. 'Nit 4ilr',b
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8 Pieris japonica (Lily of The Valley) -` j
APPLY 2" LAYER Of BARK MULCH "i • 1! r
ti � t J lr
AS SPECIFIED FOLLOWING PLANTING
1 ..., t wL.t.. t if ' 1r
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J,r
TPLANTINGr >' Y - REFER 0 ' SPACING MAY VAR E /
PLAN. PLANT IN TOP SOL rOLLOWMIG FINISH
GRADING. AS SPECIFIED f
' Annuals &Perennials
7 Rhododendron "The Honorable Jean Marie de Montague" - rf ty 1 rrJ� 1
- 1
:;n.•'l'1 r' r.,Tr 1 1J JJJ
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U D COVER PLANTING DETAIL "" „
edJS eed
r�,va5,r�` , ,,,"" �iM54� •^' f tiff ' /' i' 44 Y ed
C. ... t� Jrrr r
NO SCALE INDICATED j 1' rJ1 Jr`1
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I - MIN 1 3/4 TIMES -
General Notes:
All planting beds shall receive a uniform two (2) inch layer of medium fine grade
Douglas Fir bark mulch.
Topsoil being excavated
ted for
parking lot construction shall be sto
ckpiled iled for future
landscape use.
Substitutions permitted following owner/landscape architect approval.
LANDSCAPE REQUIRMENTS
• 20-foot-wide Type III landscaping strip along ROW. (FWCC 22-1566)
• 10-foot-wide Type III landscaping along north and south property lines, except that
wetland and stream buffer may be left in a natural condition. (FWCC 22-1566)
• 20 square feet of.landscaping for each parking space.
FWCC 22-1564:
(g) Deciduous trees shall have a caliper of at least 1.5 inches at the time of planting measured 4.5'
feet above the root ball or root structure.
(h) Evergreen trees shall be a minimum six feet in height (measured from tree top to the ground)
at the time of planting.
(i) Shrubs shall be a minimum 12 to 24 inches in height (measured from top of shrub to the
QUj ground) at the time of planting based on. the following:
0 ¢ (1) Small shrubs —12 inches.
LU1 5 (2) Medium shrubs — 18 inches.
Iz 0 (3) Large shrubs — 24 inches.
Lij ate. (j) Groundcovers shall be planted and spaced, using a triangular planting arrangement, to result
CD in total coverage of a landscaped area within three years.
co `n _
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CALCULATED CENTER
OF SECTION
--`d!^• m...,dar..aw'..cs.--_S -. rr s 1, }4 'r 4� 'q -- •'' • „5„ ...w+ r- W —
1
'� 1Nr''` ' rt� �, �'I `. ,; •'' ••I '' Arctostaphybs uva-ursl(Klnmkinnick) '• - ••
,
t•,r•
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p ylos uva ursi nick - - 1.
Arctosta h (Kinnikin r;;r,^ti',ti1 '�'• � 'w � ; " ....
-
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' 'r ' Laur
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1. •, r; ! t �., 'S ,J' a
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r , f
j4 1.,', �,•w ,. 1}f ,r h. a4jud"12Prunus cerasifera "Thunderclo, • , .:;' ' '. 'r,
(Thundercloud Flowering Plum)
', ', +J +,x�rrrL ''1' f' 1 ',`t JrP l4r'If rrh�l„{..l;,,i�',. 1?5 ,1., ,•f j ' r„F
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9 Nandina domestica (Heavenly Bamboo) t ;., r,, U,•,r,,;r' 1, 17 r
YP 1 ....... ..........,........., , . ,,.. „ 'u,uunu door, u, -• ...... '
, aunu . uQuu! u ❑"nG, n , .,.,,,,,,,,,,,,,,,,,,,;,,,,,,,,,,,;,,,, ,,;; , , , ,: , , ! uuw„uw , a,,,,.o,...,,,.. •,
} la .••• , Kr „o, ,. + .. , ,A, ,,.utuuumuuunun,N,!,u., !u!! _ ..11;r,..
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{'YAS,}'�
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13 Gleditsia tr►acanthos (Honey Locust) ''
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A STATE OF
WA5HHN+ GTON
REGISTERED
s ~1 WIDS E ARCHITECT
(425) 453-4886 Cellular (206) 310.2830 fax (425) 453-4889
M 1 DWAY SAM OAN ASSEMBLY OF GOD
Federal Vay, WA TOMMY H. NISHIMURA
\SCALE: W' = 1'0" APPROVED BY: DESIGNED BY: TNA REVISIONS: CERTIFICATE No. 16?_ ----- - - -'-- -...-- - .. _ . -- — -- -- -- -'--
unless otherwise noted 02l05107 Revised CUP LAND SURVEYOR'S CERTIFICATE R.
DATE: 02/05/07 DRAWN BY: TNA Application f THIS MAP CORRECTLY REPRESENTS A SURVEY Q' of WA.V C
Landscape Plan
DRAWING NUMBER:
L-1
CENTERLINE
DITCH
,M ✓
CENTERLINE
DITCH
NE SEC CORNER SEC 4
TWP 21N, RNG 4E WM
FND 3" BRASSIE W/ (X)
INCASED NOV 2005
SCALE; 1 "_ .30'
30 0!! 30 6[0
---- :_ _. _. _ _�_.___ _µ.-_-__--
PLANT SCHEDULE U LE
TREES:
Gled itsia triacanthos (Honey Locust) 10'-12' ht., B&B/Cont., well -branched. Detail A
-- Prunus cerasifera "Thundercloud" Thundercloud Flowering Plum 8'-10' ht. B B -
{ g ) & ICont,, well branched. Detail A
Pseudotsuga menziesii (Douglas Fir)
or Tsuga heterophylis (Western Hemlock) 6'-8' ht., B&B, 1 yr., nursery stock. Detail B
SHRUBS:
Nandina domestica (Heavenly Bamboo) 21"-29", B&B/Cont., bushy. Detail C
Photinia glabra (Japanese Photinia) B&B/Cont. 24"-27" @ 60" O.C., bushy. Detail C
Pieris japonica (Lily of the Valley) B&B/Cont. 18"-21" @ 48" O.C., bushy. Detail C
' Prunus laurocerasus (Otto Luyken Laurel) 12"-15" ht., B&B/font., bushy. Detail C
Rhododendron "Anna Rose Whitney"/"David"/ Equal 24"-27" B&B/Cont., bushy, well -budded. Detail C
Rhododendron "The Honorable Jean Marie de Montague", 21"-24", B&B/Cont., well -budded. Detail C
CCO Viburnum tinus "Spring Bouquet" 21"-24", B&B/Coat., bushy. Detail C
0:31-- Viburnum tinus (Laurustinus) B&B/Copt. 21"-24" @ 60" O.C., bushy. Detail C
GROUND COVER:
Arctostaphylos uva-ursi (Kinnikinnick) 1 G.C. @ 48" O.C. in topsoil. Detail D
Hydroseed/Seeded Lawn
Annuals and Perennials
0 -1 11 .
--_ -._0.1 MADE BY ME OR UNDER MY DIRECT �V. +0 � DAN PRICE LAND SURVEYING
1dscape Revised SUPERVISION IN CONFORMANCE WITH THE c G� z "
Landscape Plan as per � _,•. 7201 201 ST STREET CT..E.
request City of Federal Way ,off REQUIREMENTS OF THE SURVEY RECORDING �.�I SPANAWAY WA 98387
ACT AT THE REQUEST OF TO 3SHIMURA �o 37533 o OFFICE (253) $7.5-8075 .
8 NOVEMBER 2005cr s r>✓g FAX (253) 875-8076
DANIEL R. PRICE
CERTIFICATE NO. 37533 EXPIRES: 27 MARCH 2O06
MIDWAY SAMOAN CHURCHJAN 2 2 2008.
29276 SOUTH MILITARY :9PP FEDERAL WAY
FEFERALWAY, WA. BUILDING DEPT.
DWN. BY DATE
D.PRICE 11 /27/05
CHKD. BY SCALE SHEET
D.PRICE 1 "=30' 1 /1
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TWP 21N, RNG 4E WM
FND 3" BRASSIE W/ (X)
INCASED NOV 2005
SDCB TYPE I ---�
RIM=421.66
IE SW 15" PLASTIC=417.61
IE N 12" PLASTIC=417.66
TOPOGRAPHIC SUR VEY
A PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF
SECTION 4, TOWNSHIP -21 NORTH, RANGE 4 EAST, W.M.
KING COUNTY, WASHINGTON
N89°46'08"W A
-2639.38 v�
CB TYPE it
A=421.72
N 24" CONC=414.82
W 12" METAL-=416.32
S 24" CONC=414.82
V
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Q Vo 11
635.81
RIM=421.45
SDCB TYPE I
IE NE 8" C NC=41
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RIM= 422.01
IE N 15" PLASTIC=417.71
IE E 12" CONC=417.61
IE W 12" METAL=417.96
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RIM=420.97
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CALCULATED CENTER
OF SECTION
S89°58'06"E
688.42
LEGEND
MONUMENT FOUND AS NOTED
E9
WATER METER
TREE
Q
CATCH BASIS!
WELL
sQ
SEWER MANHOLE
„0PP
POWER POLE
oSPK
WATER SPIKET
�• - -�
FLAGGED WETLAND BOUNDARY
s `
50' BUFFER
F
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FUL OF DEBRIS
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SITE ARE 86,684 S.F. (1.99 AC.)
CONCRETE
PAD
412.
S89°58'06"E
318.86
, 2' '
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- WOOD FENCE
WIRE FENCE
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F a
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100' STREAM BUFFER DI CH
R�=411.51
C
MNTER CHANNEL=4 6
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SSIAH
RIM=409.46
CENTER CHANNEL=401.66
HAS BUILD UP IN FLOW LINE
TOP OF
DITCH
CENTERLINE
DITCH
•
NE SEC CORNER SEC 4
TWP 21 N, RNG 4E WM
FND 3" BRASSIE W/ (X)
INCASED NOV 2005
/ CENTERLINE
,-- DITCH
REFERENCES USED
PER CITY OF FEDERAL WAY BENCHMARK
NO.2172-15-1 BEING THE NORTHEAST BOLT ON
SIGNAL POLE BASE AT THE SW 1/4 AT THE
INTERSECTION OF SOUTH 288TH STREET AND
PACIFIC HIGHWAY SOUTH. ELVATION BEING
434.37 (NGVD-29)
REFERENCES USED
PLAT OF TRESDEN PLACE VOL 207 PG69&70
RECORD OF SURVEY AFN# 9806169002
RECORD OF SURVEY AFN# 20040909900002
RECORD OF SURVEY AFN# 20030305900008
RECORD OF SURVEY AFN# 8911019005
BASIS OF BEARING
BEARINGS ARE BASED ON THE LINE FROM THE
FOUND MONUMENT AT THE N1 /4--CORNiR-
- r
SECTION 4 TO THE FOUND BRASS MONUMENT
AT THE NORTHEAST SECTION CORNER OF SECTION
4 BEING SOUTH 89°46'08" EAST.
SUR VEYORS NOTES
1. THIS SURVEY WAS ACCOMPLISHED BY FIELD TRAVERSE
METHOD, USING A 5" TOPCON 800A
TOTAL STATION. SURVEY ACCURACY MEETS OR EXCEEDS THE
REQUIREMENTS OF WAC 332-130-090 AND 332-130-100 AND
COMPLIES WITH ALL STANDARDS AND GUIDELINES OF THE
"SURVEY RECORDING ACT" CHAPTER 58.09 RCW.
2. THE EXACT LOCATION OF POINT A AS NOTED IN PARCEL B
LEGAL DESCRIPTION CANNOT BE FIELD LOCATED. AND THE
MEASUREMENTS CALL OUT FROM THE CENTER OF SECTION VARY
DUE TO DIFFERENT CALCULATIONS, THE ACTUAL CORNER IS NOT
FOUND AND THEREFORE IS CALCULATED. IN MY RESEARCH I
HAVE FOUND DIFFERENT MEASUREMENTS FROM THE NORTH
QUARTER TO THE CENTER. I AM HOLDING MY CALCULATED
POSITION OF THE CENTER OF SECTION AND FIELD OCCUPATION
WITH THE HELP IN CONTROLLING THE BOUNDARY. THE FENCE
LINES LOCATED DURING THIS TOPOGRAPHIC SURVEY FIT THE
CALCULATED POSITION THE BOUNDARY RUNNING EAST AND WEST.
SURVEY PERFORMED IN NOVEMBER 2005.
LEGAL DESCRIPTIONS
PARCEL A;
BEGINNING AT A POINT ON THE WEST LINE OF THE NORTHEAST
QUARTER OF SECTION 4, TOWNSHIP 21 NORTH, RANGE 2 EAST, W.M.,
IN KING COUNTY, WASHINGTON, SOUTH 535 FEET NORTH OF THE
SOUTHWEST CORNER THEROF; THENCE NORTH 220 FEET;
THENCE EAST PARALLEL WITH THE SOUTH LINE OF SAID SECTION
1145.13 FEET TO THE EASTERLY ARM OF THE DRAINAGE DITCH.
THENCE SOUTHWESTERLY ALONG SAID DRAINAGE DITCH TO A POINT
EAST OF THE POINT OF BEGINNING AND 1034.05 FEET DISTANT
THEREFROM, THENCE WEST PARALLEL WITH THE SOUTH LINE OF SAID
QUARTER SECTION 1034.05 FEET TO THE POINT OF BEGINNING;
EXCEPT COUNTY ROAD PASSING THROUGH SAID PROPERTY AND
EXCEPT THAT PORTION LYING WESTERLY OF MILITARY ROAD.
PARCEL B:
THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST
QUARTER OF SECTION 4, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M.
IN KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT THE POINT OF INTERSECTION OF THE EASTERLY MARGIN
OF MILITARY ROAD AS CONVEYED TO KING COUNTY BY DEEDS
RECORDED UNDER AUDITORS FILE NUMBER 3022385, 3029951 AND
4819792, RECORDS OF SAID COUNTY WITH THE NORTHWESTERLY
MARGIN OF THE DRAINAGE DITCH, SAID POINT CALLED POINT A,
THENCE NORTHWESTERLY ALONG THE EASTERLY MARGIN OF MILITARY
ROAD 248 FEET TO THE TRUE POINT OF BEGINNING, THENCE
CONTINUE NORTHWESTERLY ALONG SAID EASTERLY MARGIN LINE OF
THE SOUTH 535 FEET OF SAID SOUTHWEST QUARTER, THENCE
EASTERLY ALONG SAID NORTH LINE TO THE NORTHWESTERLY MARGIN
OF SAID DRAINAGE DITCH, THENCE SOUTHWESTERLY ALONG SAID
NORTHWESTERLY MARGIN TO A POINT WHICH IS 320 FEET
NORTHEASTERLY OF POINT A, THENCE SOUTHWESTERLY TO THE TRUE
POINT OF BEGINNING.
SW 1 /4 OF NE 1 /4 OF SEC. 4, TWP. 21 N., RGE. 4 E., W.M.
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( IN FEET )
1 inch = 30 ft.
OUTFALL TO
EXIST DITCH
120
PROJECT NARRATIVE
This proposal is for the construction of a church
structure, paved parking and landscape planting. The
pad is plumbed with all necessary utilities. This
construction will involve the following utility connections;
SANITARY SEWER: Connect to existing sewer manhole at
southeast corner of property.
DOMESTIC WATER: Connect to existing water meter on
the Military Road South frontage and provide service to
the facility.
STORM DRAINAGE: A storm conveyance and water
quality utility (bio—filtration swale) is being proposed,
sized to accommodate the improvements to this pad.
Discharge to existing stream on easterly property line
via dispersal trench.
-1116
9 K
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BEAN 2 2 2008
CITY OF FEDERAL WAY
BUILDING DEPT.
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SCHEMATIC
PLAN
SHEET NO.
C1
General Notes
Although final materials, finishes, and colors have yet to be
selected, preliminary estimates are for a pre-engineered
steel building with a cut block skirting. The roof will most
likely be Tahoe Blue, and the siding Malibu White (please
refer to accompanying color chart from HCI Steel Building
Systems, Inc.). A pre-engineered steel building system was
selected by Midway Samoan Assembly of God as their most
cost effective, low maintenance solution to their need for a
multiple purpose assembly space.
At this time, a commercial dumpster is not anticipated.
However, the garbage/recycling facility (even bins), will be
screened by a 6'-0" high cedar, alternating vertical 1"x6" slat,
fence with 4"x4" posts, and 2"x4" runners. The enclosure will
be approximately 8'-0" long and 6'-0" wide, with a 6'-0"
swinging gate. It will be located at the SE corner of the
proposed parking loft.
Any HVAC components will be ground mounted and
screened by appropriate landscaping.
As a pre-engineered facility, the building and all the sub-
systems have been designed to meet current IBC, ADA, and
City of Federal Way design guidelines. Additionally, present
plans specify a general clean-up of the site, and restoration
'of the grassed wetland and buffer. The mounds of debris,
the concrete pad, the graveled areas, and all other intrusions
in the wetland and buffer will be removed, and the ground re-
seeded. The building presently meets all building, site, off -
site, and other design guidelines FWCC 22-1630 through 22-
1641.
:FLOOR PLAN
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