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07-101136 PlansSW 1 /4 OF NE 1 /4 OF SEC. 4, TWP. 21 N., RGE. 4 E., W.M.co h O U) Of Lij J 3 0 a X M Cl co Cl 0 cV 6i z J 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. 6. 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. 8. 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. 1 • 1 ASSEMBLY OF GOD CHURCH, 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 CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY 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 N0110E SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE THE PRECONSTRUCTON 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 PROJECT'S 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 APPRO-E 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 WALL 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 U11LITIES AND FIRE DEPARTMENT 24 HOURS PRIOR TO TESTING. 10. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (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 MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE TWENTY-FOUR HOUR NOTICE MALL BE REQUIRED PRIOR TO STARTING NEW C04STRuCT'ON. 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 N011FY 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, SEC11ON 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. aN 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 CONSULT ANTS, 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 CF TC FL BW EXISTING CONTOUR PROPOSED CONTOUR CURB FACE TOP OF CURB FLOWLI N E BACK OF WALK a "Q 0) O00 CO O H 0) N J z �r ~ Lo 1+ O z N Z J .4-4- O YX0 F- Y E r , M V M� a ¢ o O a W L- N I m o r wZ W 04 N J z � CD C O � o O a cry V 0 PROJECT NO. 2006023.00 DRAWN BY: JVH CHECKED BY: HEH CB CATCH BASIN z GR GRATE ELEVATION G 3 0 IE INVERT ELEVATION U) CO CLEANOUT o W a RD ROOF DRAIN J r-J V T.I. TOP OF ISLAND ~ LU o Cl) LLJ W Cl) ----R---- RIDGE � .� - - SWALE t= w Q ASPHALT SURFACING LU .a� CONCRETE SURFACING V _ a C Z 07-1 126 >- a w = RESUBMITTED Rt ~ a 3 AUG 0 1 2008 Q CITY OF FEDERAL WAY W W BUILDING DEPT. r � Call 2 Working Days Before You Dig 1-800-424-5555 Utilities Underground Location Center (ID,MT,ND,OR,WA) SHEET TITLE COVER SHEET SHEETNO. C-101 9 U) J 3 0 d o` rM CD cc CD 0 CV Li Q Z 30 GRAPHIC SCALE 15 30 60 ( IN FEET ) 1 inch = 30 ft. 1 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. SW 1/4 OF NE 1/4 OF SEC. 4, TWP. 21 N., RGE. 4 E., W.M. Spa R=10'MIN.--1 12"MIN.--J 4"-6" 6QUARRY SPALLS PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA STABALIZED CONSTRUCTION ENTRANCE NO SCALE 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 ®3' O.C. MIN. CA IUIU DV IVWI VP FILTER FABRIC INTO 4' WIDE BY 4" DEEP TRENCH ELEVATION FILTER BARRIER DETAIL NO 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 BARRIER). 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 UNE OR SCALE, THE BARRIER SHALL BE OF SUFFICIENT LENGTH TO ELIMINATE 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 INEFFECTIVE 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 SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH EXISTING GRADE, PREPARED AND SEEDED. v 60 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 3U 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 UMITS OF CONSTRUCTION CB PROTECTION —X X ammmmmomm RESUBMITTED AUG 0 12008 t,vry OF FEDERAL WAY ING L)tt' I _ Call 2 Working Days Before You Dig 1-800-424-5555 Utilities Underground Location Center (ID,MT,ND,OR,WA) Go 0 I 0 Co 0 0 r /1� Fes- cV [V�J a ova 0 Z N C; z _j 0 o 00 Y O W U d .0:,pL0 � o ate; J � s LO '0 w o�E o uO cV J Z d CO N o r_ � o o� ao Pa PROJECT NO. 2006023.00 DRAWN BY: JVH CHECKED BY: HEH z OO c� Z 3 0 0 z LL 0 Lu Q a CL J V . O W CO Co co Z a O v z 0 0 G � O � z w LU >_ Q W = Q 3 J a 0 LLI 1, SHEET TITLE EROSION CONTROL PLAN SHEET NO. C-102 SW 1/4 OF NE 1/4 OF SEC. 4, TWP. 21 N., RGE. 4 E., W.M. I 8 Cj o' 3 p 0 X 0 a N 6j Q z J Li f. 4 .:' 4. vp . 3.A ... 21.. ::r: ;E v.. :fit',[ !f..'• :3. .:.. .:rc. 4•t . ......... m O I o I h O W ¢ � 6 S J w m N H ^W .,i I o Z V o00 0o Cn H O N VJ Z N I J p to � Z) Z N c �j In Q +% O Y o U F- Y O W wry U d ¢ O 104 O d W Lr) W O 0) p N I 0) p z N N J Z d' 0)N O 0 LC) � O � v J V 1 11 • ` rt '` ;/ / / % PROJECT NO. / le 2006023.00 DRAWN BY: JvH CHECKED BY: , 1 / :M .. HEH • ,, qq . LL. W F� O m .,; a. W Cn Cn A.A., o Q Q � a � � a � 07-101136 � Q cn Cl) Cl) z >- w RESUBMITTED a = AUG 0 12008 0 CITY OF FEDERAL WAY � BUILDING D'E:PT. m W p U- GRAPHIC SCALE NOTE: ALL EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON WAS TAKEN FROM A SURVEY PREPARED BY DAN PRICE LAND SURVEYING, DATED 11-27-05. SOUND 30 0 18 30 so 120 CONSULTANTS, LLC, ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THAT EXISTING INFORMATION. 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'Sry l jt } ` , th+ 4 /,�. /. � d� 'n, rJl m++' rrrr � f �..••"•rN 1, '+ •i' t p„'d9 N ®M WATER METER �� s 't+, +" �+ +1jy r `~ tt `J ...SNr, ..l;—A TREE t ,.. ;r;. +r+r y°I{,,, ..1 ALL EXISTING "'"'h• � ❑ CATCH BASIN �y y 1� 1+ S '+ f �, „N::..r' STRUCTURES TO BE i''� ~' DEMQUSHEO 14 NE SEC CORNER SEC 4 TWP 21N, RNG 4E WM FND 3" BRASSIE W/ (X) INCASED NOV 2005 4 �� Uru� ENCLOSURE W/ FRONT (BACK ELEVATION METAL 0 2" POSTS & LINK FENCE ON CONCRETE SLAB rv, C.OIIZTS;'.{"tl...I 1 SECTION - - SIDE ELEVATION RROD�K qR kl r7r I � Stonco Medium Cutoff Roadway Luminaire for one 40OW Metal Halide lamp, not included. Includes multi tap ballast and features IES Type III Light Distribution Roadway Product Name: Luminaire 40OW MH NEMA 3 Product #: MCL3400MA-8 Manufacturer: Stonco Lighting Unit of- each ach (1) WELLC't^;' dt i ell 1" ' �rw•,w i - - *Image accuracy not guaranteed rr 4^''1 ° '+,'% MCL Cutoff Luminaire is ideal for any outdoor application where tight light control is needed to MANHOLE i , N' r'F• ':, ` a' i t�,.Selllpicast prevant glare and light trespass. Perfect for roadways and parking lots. Features: One piece die- aluminum housing is finished in Duraplex II bronze frame fully SEWER +f°mo5i by 1.,..�0.,. ryi polyester; Lens assembly is s ,' �.I•• , , 1 t� - �111�'r: ',yS'w:S^• Y a IFJ 40'r4 �+�'+?' { "' 11 ,.V"N ;�� tOC� SITE AREA 86 684 S.F. 1.99 AC.)gasketed ( with silicone to prevent dust and bug entry; Heat and shock resistant tempered glass lens; One piece hydroformed reflector; Tool -less entry for relamping. Lens frame opens by -0PP POWER POLE t t ; ."'�j+ ram„ ,„w,n.K....n.. 5 5'S, '�' °,,•.:> ' releasin a stainless steel latch All internal electrical components are installed on a ballast tray 9 , p y Y+,t ,.. yJM„„m+t'�`"' Y' `,,. that swings down for easy access and replacement; 6 inch die-cast aluminum arm, factory SPK a y'F'r 1 t`• Si1°' "}� installed with integral whin compartment. Slide access cover allows whin connections to be 9 9 p 9 o WATER SPIKET „� S,�•+ ti", n,w^" a 1 K 5:5, IBC 2003 in Key. design for OCCUPANCY OCCUPANCY 10o made arm; slot allows single person hook and placement of fixture leaving hands free for �Rr; TYPE 2 wiring. �. -- ",,. FLAGGED WETLAND BOUNDARY �, � I" ,7 t t ,..� ti,.,,F '� � , 1 µ ,l ,J {� hh t,,�,, '�+ CONSTRUCTION TYPE - Exposure: C SITE CLASS: D _.... _ .- t ,,�„•�,, _ '" -- 50' BUFFER ,5 f °kt ,f +, :;�. , VY, -�.....•--._.-,•..r'r-, �.-..-wry^� _ ...:..__ .. .......:.:. -._ -.-' � J SCALE' "— �'• h 1 t't, .30' �'. 1 5'S a tt't, '� 30 0 30 60 1. t` .} tt '1� 1*N 5�ti �l j 7+r �ttttt � •. hr r + v„ R . 5t5 d •p ,1 �, .,.r•. t.. t Midway Samoan Assembly of God Federal Way, WA SCALE: 1" = 30' APPROVED BY: DESIGNED BY: TNA REVISIONS: As per City and Church DATE: 10/27/06 DRAWN BY: TNA Review 10.08.07 --" Site Plan REVISED PER CITY REVIEW MAY11,2007 DRAWING NUMBER: S-1 t 1 5 qN, S j 1 t 1t'•' t � 5 i L � ,A t 2 ! ''41 MG1, tttt U The Nishimura Associates A NEHEMIAH COMMITMENT Environmental Planning Landscape Design Project Development & Management 12737 Bel -Red Rd., Ste. 220 Bellevue, WA 98005 (425) 453-4886 Cellular (206) 310.2820 Fax (425) 453-4889 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 LAND SURVEYOR'$ 'CERTIFICATE R. nor THIS MAP CORRECTLY REPRESENTS A SURVEY �� q aF WASh,l�C� MADE BY ME OR UNDER MY DIRECT SUPERVISION IN CONFORMANCE WITH THE x ?� REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF TOM ISHIMURA NOVEMBER 2005 DANIEL R. PRICE �L LAND CERTIFICATE NO. 37533 EXPIRES: 27 MARCH 2O06 UL Wet Location Listed, UL File Number You may also be interested in our Wire Industry Standards: E86021 Nuts Lamp Finish: tempered glass Lamp Holder: mogul base NEMA Light Distribution: NEMA 3 Nominal Height (in): 7.5 - Nominal : V Voltage g ( ) Quad: 120V Width: 14.75 inches MIDWAY SAMOAN CHUR"C �.101 DANPRICE LAND ,SURVEYING 2927s SOUTH MILITARY FEFERALWAY, WA. 7201 201 ST STREET CT. E. SPANAWAY WA 98387 DWNDATE OFFICE (253) 875-8075 D PRICE 11/27/05 C1BOF FEDERALLDING DEPT. WAY FAX (253) 875—'8076 CHKD. BY SCALE SHEET D.PRICE 1 "=3n' 1 /1 CO n G� N J OO N � O U 0 dC �O n cq 0 CO LU rn o LLI o a o 0 Q ty t- Q Uj .. ry w N a. L6 c) w N Q U V 0 N d N N 1/4 CORNER SEC 4 TWP 21 N, R N G 4E WMM FND 3" BRASSIE W/ (X) INCASED NOV 2005 j 12 GAUGE ALUMINUM/ANNEALED GALVANIZED STEEL WIRE N NEW MULTI -PLY BLACK RUBBER HOSE- 2 3" x 3- x to' (HEIGHT VARIES, RI TO SPECS.) FIR STAKES. r 0 2' DEEP RAIN/WATER COLLECTION B N. OPEN BURLAP ABOUT TRUNK S t'UNDER. ti, :` •' LANTNG TABLETS. REFER TO SPECIFICATIONS, THOROUGHLY WATER -SETTLED SACKFLLEO PREPARED PLANTING MIX, AS SPECIFIED. ' DRIVE STAKES MINIMUM 12' INTO FIRM EXISTING SOIL. 1IN.13 M /4 TIMES ROOTBALL VIA. I A DECIDUOUS TREE PLANTING DETAIL NO SCALE INDICATED FASTEN TREE TO STAKE AT PONT ONE HALF TREE HEIGHT I t2 GAUGE ALUMINUM/ANNEALED GALVANIZED STEEL WIRE IN NEW MULTI -PLY RUBBER HOSE. 12'x 2' )LENGTH VARIES - REFER r TO SPECS.1 FIR STAKE. r TO 2' DEEP RAN/WATER 1 COLLECTION BASIN. ^� OPEN BURLAP ABOUT TREE I TRUNK t FOLD BACK t UNDER. = PLANTING TABLETS REFER TO ' N, r :.. ` \\:" SPECIFICATIONS. fl'• THOROUGHLY WATER -SETTLED w„ BACKFILLED PREPARED PLANTING AS "+ MIX, SPECIFIED. i- f'n DRIVE STAKE MINIMUM IB" INTO FIRM EXISTING SOIL. MIN. 1 3/4 TIMES ROOTBALL DWMfT R. EVERGREEN TREE PLANTING DETAIL 3 B NO SCALE INDICATED IF Bib OPEN BURLAP ABOUT NECK i FOLD BACK i UNDER. UTILIZE APPROVED CAN CUTTER ONLY. SET PLANT TO FINISH GRADE. 00 NOT PILE MULCH AROUND NECK. r TO 2" DEEP RAIN/WATER B IMULCHED TO GRAVEL PLANTING TABLETS. XISTNG SOIL. I' THOROUGHLY WATER -SETTLED BACKFLLED PREPARED PLANTING i MIX, AS SPECIFIED. _J ORIENT SHRUB SO THAT 'FACE' Q PRESENTS THE MOST DESIRABLE SHRUB PLANTING PIT SHALL BE MIN. 0 FINISH APPEARANCE. TWICE ROOTBALL D)AMETER of Ld WIDEST PONT. rY LIJ TYPICAL SHRUB PLAN ING DETAIL o o C NO SCALE INDICATED � N TRIANGULATE PLANTING THROUGHOUT , d G-/r-o' SPACING y u WS SPECIFIED( . OIL y APPLY 2" LAYER OF BARK MULCH AS SPECIFIED FOLLOWING PLANTING SPACING MAY VARY - REFER TO PLANTING PLAN. PLANT IN TOP SOL FOLLOWING FINISH GRADING. AS SPECIFIED O GROUND COVER PLANTING DETAIL - NO SCALE INDICATED Gener al Notes: r two 2 i medium fine grade receive a uniform inch layer of med u d All planting beds shall rece () y g Douglas Fir bark mulch. Topsoil being excavated for parking lot construction shall be stockpiled for future landscape use. Substitutions permitted following owner/landscape architect approval. LANDSCAPE REOUIRMENTS • 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 ground) at the time of planting based on. the following: (1) Small shrubs —12 inches. (2) Medium shrubs — 18 inches. (3) Large shrubs — 24 inches. 0) Groundcovers shall be planted and spaced, using a triangular planting arrangement, to result in total coverage of a landscaped area within three years. offikE to to CALCULATED CENTER OF SECTION Midway Samoan Assembly of God 29276 Military Rd. S. —Federal Way, WA 98003 2539.3 5':.. l/nS 'f 'er' fSJs "...S V( iibi.. •.t l$:, �,'X' Jft'`'I " 14 y�;.G i,1 7; -^ "y , 8:2. I1'�" ti t,....,,:,t-, h .t 'ry'•; ar,,. 1.r,�,'.`•51i T%t ��,;, 0J "� M., 1;•t't. ,� �t+ll't4,, k ?''fit, t . 3,it c'} xr:� i4°f:;•t';b`'1 4 ,ty�' t •, J r,., _ ...... , r t .Mti�. J �55{/ �. t .,4 , i n' •., .,w'^'"" M1 , ,.l�,d :� , i, h ,r5f,'Y •7„ .:,u1r ». �,. ,,..,,,.,, .. ,� - r,n,,,M•frr , r .. , .. ,aa�a vryJY' ,II» , grJr rrnr ur r« ,ei lxn mv, ol, anu mnnt u+ltua n utn uu Ul lAl)Jp » 1 a rra rnr eu v rrr 'rnM1 x,l „m „nnw, uM1,u It , , , l ' n r . , r r r - ( 1 M1 ?H.,M1+Ni nns Its uuuuusttulrtuua,tittuutlUm _1 J111 J»»»JluJl)»+nu»mpr»uuurnurr ur/rl,Iarr«rr«r«rrurr«rrrrrr j«:•„t,tta,nnu„mnn},n5utlt5a+++n+nw\,1nu41Y1t11111Vttt1\tl'•t'•1`.`.',l?ll`?.tl5t?5,55551N,�,w,rJn;4lr««rfrrnrrrrurrr/%frlklrrurr � ,v�,µK� , • 's i i>.16 Pseudotsuga menziesii Douglas Fir) •••'"` , Jr` M1. Y Y Tsuga, heterop y (Western Hemlock) t••. „ • h lis r< �r l 1 �, 32 Viburnum thus (Laurustmus) liar, / titt'; t "'... d1 y Arctosta h los u .,.. --__- ,•.__ ,• •.... r Hydroseeded/Seeded Lawn „t.l ).1,t , (K)nmkmn)ck ;,, •'': � �Jf "a1'.• i' r >' iF .............. •, t'� } ,r ¢, ,.�. :ri'+ft •t°'i4 l�h ,t lm`t j i 'r t, .S, 1,1j, �ll;;J I��r�J 'k.,`�, � t � +. .• I„!I l�J ,.+ .. ;:1 �t r � 'T'�I N �iif�iiC'�'7 .,Ii,; ., `ff1 ;J;l�,r �l,.Y��((�.'��'. 4 ' I,t• rty ,,. t� 8 Pi risjapome (Lily of The Valley) .. 'V'. „n..):fir�' •�, •1: !A lr+t. 1` 5 Jr'i ;��• ` 4,�1• •�t•r�„ /'r Annuals & Perennials _- _-_ J __-_ __-- . _wr_ __. 7 Rhododendron "The Honorable Jean Marie de Montague" - - „ i. Hydroseeded/Seeded Lawn w 5".r4 f 544 7 rll , N ,r• • ; +.. : t{•, 'h, �','t �4lta;{ra{ Y ;il ^ ,,,r, ,r f, � { M °Yi.�J 1 1 t 'S t ,1 , h f.l.. rt . t'•(Jr fl' t? li f /.' �r" %.' /,,1 ('f 1 5 `� 1 1' , , 1 Ji• d r{.::...�,�1fr%,rrr,) `'l�'•,,... J.:.Jf • t �t i A rr ' ;;,;', rt,/' •«, �,++ t, �t '' ' Arctostaphylos uva ursl (Kinnik)nn)ck) , Arcto ,� t. . 5 , `,'a � + '... �� ,., ,t'•ti , ,rrr• ;, •,r 'rl�� r staphylos uva-ursl(Kinnikinmck t. °t`•' auroc s Otto Luyken Laurel) S5 > • �, 4,8 Prunusera us ( tt r+/!r t S;.S•rQ 8 5 t MAT V rk':`i th h MHf -_'E' , J' _._....... t'•;r1 i� 1 't:. � v�� ' r�' J Y^ 5,ry 1 �(' 1 � , , , ,.» .,.., .. ,; '',, ' .... F• r , r ... 111 J,l r t y,yr;'rtih r 2 Prunus cerasifera "Thundercloud" y r ��•• o (Thundercloud Flowering Plum) , 1 ox rnum tinus "Spring Bouciu 38 Vibut , t '_ • -- Annuals& Perennials t� i'1S,�,,t'',l`tI• , l „ p • 5; Q N,.. • . ;' .... ,..... .«..i ,,,..».,. r 9 N.an...dina domestica (Heaven)y. .Bamboo) t 11 ••..... d" ,...............u,u,,.. +I 1.1"II11i11111151f111114 (lit llll 1 t t t 1 u,....,. ...,,,, .,, .... .. .....:..i..: ........ .r ! `} i ' iri `'t J1r b {fr. �', � • • � • lr 1. t , t5t;,.. , ,1t1u... t � ,'`,..,�»,�� ''",,,h/ur +1 r,..,. r+ . , 5 fG}';•Ir.w Ix' Si0.CSi C4 ri r fi . '� 1 ,•,;,[ c (; 1 ..` ' i ' N �F tt i 5,1�1411 .. ................... ... F � '' ! vJ , ' ' Y �Y, 1,,,1•, µ„ • _ ' t ' P ,ryt4 1 � f 1 Y w ' 1` f t � ' •N �r+,, �� t' (�'(,�r �^" S'•'r� � �.'�„P •' ,',t , i 1 l'- t 7 V i I 1 i � t t•t r',,. i / t k 3 r' 1 r+ �r t Y 1 . - - --_ - -- -- - is Seeded awn :, r r! If , - t Hydroseeded/ La ,' ! �/' "fir' - " r 9,9 dodendron "Anna RoselNhitney" i i j�;+Y� f, .1 i G{ir,t 1 „w •r.Y rr 1 . I t , r t r T � r ,r r v r „+ , ,t i '' • I ,� , Vp4Ut51 30 Photinia glabra (Japanese Photinia) , ' I '1. r r1 +{ n ,. (( 1:;jRiA•AA `+.'.'J ' t pp ppILII,, : rl 1 t�;, r ( 'rl yy'�, i ,�7W ° i.Y T`if „I , •'.4Y' } f " t r t • t 13 Gleditsia triacanthos (Honey Locust) .,ti,; r ;1 ,t , t� • t 1' + r f' t c ;,,t,i'• 1 , , ., Ju !.•' w} AREA. tt' '•r i'? t' f'. +'". 4, , t , ', ' � t 4 ,. I , ; •4 tf' 1r' tiF r !' t tr rxY+, ,• i wy'„' r .t ( � �•�/ r{ A ,A STATE OF WASHI'NOTON iREG1STERED (yj aVOMMY ARCHITECT )F GOD, H. NiSHIMLIRA SIGNS: ` CERTIFICATE No. 162 /07 Revised CUP ,ation 10.18.07 Revised idscape Plan as per Est City of Federal Way f LAND SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF TOM ISHIMURA NOVEMBER 2005 DANIEL R. PRICE CERTIFICATE NO, 37533 . A,A', b -a-, o •P 333 S T \O�•�lI, i,A� CENTERLINE DITCH f CENNTERLINE 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 60 -- E PLANT SCHED ULE U L _ __ _ ___ _ __ _ _ __ ___ _ _�. __ ..__:.._.__.-:-_-_-__-- TREES: -- - Gleditsia triacanthos (Honey Locust) 10'-12' ht., B&B/Cont., well -branched. Detail A 0 Prunus cerasIfera"Thundercloud" „ Thand rcloudn (Thundercloud Flowering 8- 10 ht. B&B/Cont. 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 COD— - 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"A5" ht., B&B/Cont., 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 - Viburnum tinus "Spring Bouquet" 21"-24", B&B/Cont., bushy. Detail C 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 DAN PRICE LAND SURVEYING 7201 201 ST STREET CT. E. SPANAWAY WA 98387 OFFICE (253) 87.5-8075 FAX (253) 875-8076 MIDWAY SAMOAN CH • q�41 _ 29276 SOUTH MILITAR' ROAD FEFERALWAY, W= 1r ; DWN. BY DATE AN 2 2 2008 D.PRICE 11 /27/05 ,F ) CHKD. BY SCALE : !tQ#&nEPT, D.PRICE 1 "-30' 1 /1 TOPOGRAPHIC SURVEY C.� d. 0 N 0 N w U 0 Q rn �O n Q a w a) o 0)� � � w w 0_ "4-Q 0 (n 0 0 p Ir I- � � J Ln w N o- L6 o w Q U Q U 0 N �r N N 1 /4 CORNER SEC 4 TWP 21 N, RN G 4E WM FND 3" BRASSIE W/ (X) INCASED NOV 2005 Q 0 w w w 1.1 0 0 0 N N 0 ,n 0 N N Ln Ln CALCULATED CENTER OF SECTION SDCB TYPE i ----� RIM=421.66 IE SW 15" PLASTIC=417.61 IE N 12" PLASTIC=417.66 S89°58'06"E 635.81 SDCB TYPE I RIM= 422.01 IE N 15" PLASTIC=417.71 IE E 12" CONC-= 417.61 IE W 12" METAL=417.96 SDCB TYPE II RIM=420.97 IE 30" N= 413.62 I E 18 " E = 413.27 IE 12" S = 417.3 SSMH RIM=421.23 CENTER CHANNEL=411.47 12" IE=418.28 LEGEND 4$ MONUMENT FOUND AS NOTED EBWM WATER METER TREE 0 CATCH BASIS! WELL Sp SEWER MANHOLE ,aPP POWER POLE oSPK WATER SPIKET i °-- --. FLAGGED WETLAND BOUNDARY 50' BUFFER 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 2639.38 CB TYPE II A=421,72 N 24" CONC=414.82 W 12" METAL=416.32 S 24" CONC=414.82 WOOD FENCE X RIM=421.45 IE NE 8" C NC=41 _ `41� .2 c. 41c' o 1 I OP N TYPE II SDMH -� -0 FUL OF DEBRIS �L. T7 Zt N o (n D (u rr Cu dJ G N w 110 y --A� t •� J 0 r_ x X R x X WIRE FENCE S8 °58'06'E 09.3 F 1 448 \DEBRIS PILE It.INE 412 ' O ' o F2 \e GRAVEL � �`� p8 F3 e .F4 0 \ 50' BUFFER \ __---------- _-FLAGGED WETLAND BOUNDARY _--- � F5 tA - \S1\NG D�C\� �.X CN�RGN P Q T GRAVEL 48, 45,\NG `DEc\, \NSE 1 SITE AREA86,684 S.F. (1.99 AC.) 412 F6 CONCRETE PAD % 589°58'06"E 318.86 .0 1'�15 WOOD FENCE �} F 9 !_ > OF 100'STREAM BUFFER DI CH RJM=411.51 CENTER CHANNEL=4 6 S �F10�'„E 1 a 67 �y �ry � Q Z SSMH RIM=409.46 CENTER CHANNEL=401.66 HAS BUILD UP IN FLOW LINE TOP OF DITCH NMN�co Z CENTERLINE DITCH • • • 30 .• ��\��■1R�� NE SEC CORNER SEC 4 TWP2IN,RING 4EWM FND 3" BRASSIE W/ (X) INCASED NOV 2005 / CENTERLINE DITCH REFERENCES USED PER CITY OF FEDERAL WAY BENCHMARK N0.2172-15-1 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 P069&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 -N- /4-CORNER_ 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. ------------------------------------------------------------------------------------------------------------------------------------------------------------------------ KI N G COUNTY The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King CONTROL MAJOR SHORT PLAT SURVEY(LEGAL County makes no representations or warranties, express or implied, as to - _ CONTROL MINOR PARCEL HYDRO DEPT. of ASSESSMENTS accuracy, completeness, timeliness, rights , use of such information. King County shaft not be liable for anyy general, special, indirect, RIGHT OF WAY ORIGINAL PARCEL �'"� CITY BOUNDARY incidental, or consequential damages including, but not limited to, lost " e PLAT EASEMENT Parcel Boundary revenues or lost profits resulting from the use or misuse of the information contained on this mapi Any sales of this map or information on this map is �, Platted Major Boundary prohibited except by written permission of King County. e 305 - 135 RIW 2912 # I- ., ....:..,Q s. 2s8TH. ST. _ 5179/328 536$ 2 n�03Q1 0 N 8 O " q,85.08 1 -� 46204641 c p7 ! 9 8zs3a 05 164.01 rP 1 -' i ,L 150.... 9502140425-i - _ m65.5 Q 5199/538 v a 0 i 090 S 288TH. ST. t1 , c '� 157.0 -' I Q r •21, FOR RELINQUISHMENT TO 2 3 2 9 5 S 89-36-2 30 130 w v'y 22o rr !t i A S 88-13-55 E 4 41, 5399/542 386 473-10Yv COUNTY, REC. NO. 8505070897 �{ 9 1 A2 6A FW BLA-QQQ4 o Sys '' f} Y N 8-14-1870'0'... ta-------------- t i �� t o�i c 0 m Q a 24 �i . Be8 01 (Pl: _ ... _... _.. 3876 173 0 'D 05 0 i AZ Ea 97101�,3019 �. _ z EHIC. �cESS TO 288TH W m N 88-33-2 .'-W' . ; i t N t oa t op2ti� o�S2 w col So° 24 03 R�15MCO ado 87 ° m 2�0 1 n o °�1_ _.. __ _. 00 cL I .. a 2 o- v. "IT, _.. . o N o o �, 17, 751#_ - • �ttiD w 6c i OD 9ia1 + f0 h 0200 4? P t 50 0420 I I �M N i cm 51 S 8- - rn10� 70N 88 14-18 1@i0o Q�. �� _, 70 - !I am In i rn 906S29 A' ..:iN cou 2 .41 ry. 5 w�. �� 2Oo II ld 0.z ,rc 26136 SF ,' i 43 5 4 5i 1 0 6 61 2 zz I 2oA P2 o j - 0 -182- a 9= ; N $ to . 85'... ! 88-14-1 of t 30 1 04q I Z t ti°P :, m Boa TRN'�t�b I o0 3 N 88- t o� So m I o 0.16 A Tk 1307 SF ml z 9251 Wo t 88-14-1 W i. 1 J i 1 0400 r w C S'88-14-18LO 4 p iy I� a oleo (n 9O0b E o f N 88-20-22 W^ r �90 is t I, i N LU rn N 3 ...._ 132 26 ti o v N w 0° rA t if Z j q2 O it A I =, s w O \. g� ovo r O pt Z La 10 m: 3g,27-E..N 'm N 88-5 -55 E' tioA 1 Ui m 038o 121968 SF' P 76' 0 1 .. 1 w i 42 v A2 2.80 AC C m rn 6 o�tihh 02 5" I t N i 91p o p,> ah° Ao qy _ .._ 88 SF�� 9 0'4 t; LU _ 03%11 w i N o w 22o N 8$-14-38 a o V ; '� O u� 0�:0 79.37, i rF-- I a 1 t A 2 2 8H-20- 2: i i 2 li 0 r rLU .o w I r Z ;°. a 33.14 4 a. o2°jp 30 ,LO ,L p' I 12 05 38425 SF " �i o OQ�o4o rn °oti 1 1 i t i `! ! wl P3,� A 8 0' +- u SOP S $8-40-4 E t V AC 8100 75.1H� t z o i �� a op2031 W' I $8-20- 7 OL38 33.35i i ~vim �� N $8-83-12 Yt _ u�i N 2 A2 o{ '1 ° AC Lo t i O0. � o ,(� t 8. 291 35 f I� o w 30 A oP I H' 3g24 G LQ�� p2 EOn�o z 85 - t tm z o t : 2S Z z �,$ GG O rn t 0 - i Cc +, i0 N OpStioi t rn o2ti2 1 1 i i o r*y �q W w o °� 27548 SF L S, �� i i t i V a> I ao I t w 9119 `� ` �811e$ pa�� 68 3 , i i W `U O 11 N r r IO5 = l! ; Pot"' ri mto`ts __ . �,y4 i t �00 ° m °Z�o 0° S 8110.02 map i I \�00 88= 3_1 .. t I ��a ' tN oA + � N N P22� +! y O1 No °t!.!.:1�y1. 0fp� 1 o `" o o0ti 25100 SF to 0080 61 °o 105 4340 t ! A' 9123 4 tt 75.28 i S 85-37-43 r I r t- 1 8 20 0110 , r 2 i O 5.86 AC t N ... 8 72. 18 o i �I h 255,206 SF _ .. W a. - -22 d0 2 a a i I 4 � �W 400.87 9W tiop � o (Q10 30 N 88-33; is W _ PL2� m o`O�1 24 24 ho i i c 30 .. i I 020 25422 SF t II 1 n. 9= z 0070 O m 0 r r 0100 , 1 *1 g7-0001 � ' o �01 0ti o, `4 � t 4.1 ml 105 0140 i i F .W . LLA • #B1-A y V & 291ST PL. 1ti� ? o a1 I t Be- -2 v p ZS0 con .18 oQ�, Q, N STA . 2080+00 r 54 .02 to p N I> 1 o r' ° r. 2 t r 30 t 30 p9 01�0 �� y PZSo 8 h° �� ° M r 1 �h W o�00 S 105.50 00o wou �p`L� r tl v� r .8 -33=12 2 0 2.377AC w w 187,311# 8-20 2. 60 250 i 9E tti otitX �� S $H-O6-02 E 436.57 o N 47600 SF :' 0 4 I i _ 8-39 e21. 5 F t StA, i 0120 100 2 SF 4.30 AC ea 2079+nn 00 p0 33.32 9M AC o010-0364 it w �� p� i 275 t 1 09 r Op' S 88-06-02 E 7 AZ . 9088 : 380010-0740"2 1 O - 2-23 g , 2 t ICU o i t 4 N 6 p22 ,° 1^ m o�oo�o w 2SOA o ` r dl �j o0 87 AC 222y90 0oto w 9098 N 0 17296 S m oV I------113.64, 222° 8 =2 7 W 24 .. 2 9182 QQ �O 0.03 A 5wex.r.�r..vr..r,. .. o N 8 -57-3 W m ++.+rw 8233 0020a h3'Sti " ? 22 S tO O�y20 0.34 Af O a .� j �'O� oa o' I O , s �2030 z N 8 21- W li128 ZI �2002 PQ� 2q i qe o0?222 Z _ 18.4 O m OOo ��h 16o S S`o t 0030 31 y5 r> A2 N 2.51 AC�v� , i i • S I = t ,� N 59'. a U► 00 9082 rn N 20 PAS 30 a 0, 2 \Ns A�Oa Opp to V 1232 6 ¢A f( vc� is a (J) N �s 4 a w i W ° I 9224 cQ rs s m t Q t m 0040 CJ S 3 23 E: w cn ttt >a m 60 2 m o N Y a o a2�2 0 sA ., Q tl-t -. N °O�� . � � 3 � 'vOtiQd eL�`� N n! .N B -21-57 N i' t31 ;L2 I N s D OOSo .;o 9 .. 7 ... I < 122524 Z O w o m 40 z 2 N 88-21-57 �i 2� oa o Z 4- wo 85 H W w P 0 N 8$-13-12.W Z, zm.� 2.81 10 a 1 00 NOT SCALE N I CU 7 C. 2.32 AC o� �� 4 N ca N OZ_ ..... YN _... OUT OF PLACE ... ..._ ., v Oto 9172 ve\9 0l -� rn ¢ o &A ROAD _ ..... P 82 2 0 ro p °� a m I 922B T 9 0 o o w N 88-2P-$7 "W 271.98 n m 9. O, 2 0 fV W 1 \� N 3 S� �r CJ m > EMP OM Ul W aS AROU W O la S06 0 0 9 I W 0 0 4A� 9 a2Sb KCLLA" # 8907026 co r w N ti V ri t a w > Sj0 ysS �� Sofa 2 "' Q,O� 0 W a a t 9227 Q 2Ao, 42.4� LSata N 88- -44 W ogS . m N oA Otx to W011 ... So 22 1 Ytr220 c S`Z p0. o3�ty - 4:• <107590 Sl (LLA 2.47 AC Q w o Nf� N 8-2 57 W 5 ✓ y 2 A� $}�Q C a° 99752 AC �scs t 27S 94 NLY 755 0.35 1 67 A SF t _ +� 757508 SF q ELY 635.81 n 19= 9 2073+00 0 ti 7 Cam" 1 0 ... g 2.29 AC 250q 2 to AS 9• SS � N. � S 923 9 2 0,2A 2 ,11 I 4 3125 STA 2072+50 6 S 10 0 63<'�•0S '� y, 0r' STA . 2072+00 50 o a CO d P F 150 �3 a ill N w o cv O N tom,•\ t .29 I t 9W `% % z 1.99 AC QQ c'6 3 90&'i Q I Z w I m P .49 AC 3A 05 Oti S 0 t ZS° 9032 to in r NE 04 21�04 KC 1631 0 100 200 Scale 1:1200 0" = 100') FEET Plotted 03/11/2002 17.01 03M -8 (T 89-58-40 W. (0) . Ise. 08 (P) a M� m 00 -it 6° �A Z : Oop�a�h° o � ti UT o mti o ow = 8 0 7 0090 Z a 3'0g 0080 0070 W 2 61.04 65 40 I � r ITT El'; D r 2010 r L ,r• r I 1 r r r r S 298TH ST. 163.43 0�022 . y=Q QP O P O� .w �v x W� 4 �2 W A D \9 .53 W T 30 A � • � Q2� 4T 537655 SF 12,.34 AC 'P 6 M74 �PPW 0 m - - ...... _ ........- .. _..._. 596.66 ` ' 307 + - _.... . No 1 63.4 F !� z t Q. 1 t ! P ! 2S t 060ro w+ J a OHO° 3 Ul -' a I ! I z a I I. I I. 150 t STA, 2066+00 I f 125 I 1337721 SF 30.71 AC + 250 9W 0.73, AC 50 9004 2 g° 6 + { FLOOD PLAIN (LLA. 761 8) 160pO \ 2S0 125 250 0`0 , LOTH � t 1 ( LOT 2 l i t s�- SW 1 /4 OF NE 1 /4 OF SEC. 4, TWP. 21 N., RGE. 4 E., W.M. 688,42 2 WATER. METER. FOR ADAQUAC _> `_ y 4 � 3 ypw� 9 GRAPHIC SCALE ( IN FEET ) 1 inch = 30 ft. 0 �A So. 288TH ST. S 1 TE VI C I N I TY M A P 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 qualit 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. RESUBMITTED SEP 0 1 2009 CITY OF FEDERAL WAY BUILDING DEPT. O ap Co 13, `d J Z N � Z N c z _�`tN Cc) � O (0)~ Y O W � s) �Qo� -CL= o E O N I � t(> 0) 0 0 Ln s ® o Q PROJECT NO, 2006023.00 DRAWN BY. JVH CHECKED BY. TLP Z 21 V Z 3 0 0 C0 LLI ® �. Q CO J M t� CIL W V Q iio � a � W 0Cn � Z W Q 3 a W C) W Li - SHEET TITLE SCHEMATIC PLAN SHEET NO. C1 ... ,.... ram...- �� f'�--.'-'•''��'�. L�J �- /.�.+'r ATI W N . RESUBMITTED SEP 0 1 2009 CITY OF FEDERAL WAY BUILDING DEPT. 1 SCALE IN FEET I a 4 8 12 i w � h a 0 Q � � o z � y4 s N c, W O a � iL W 6i p o U N N co co O m V O y w o0 � O � 'aQ : N uj R d u! YUi C rG J OtS m N O i � !� O U O P C d N Q R Q to N fe Z U U) Q C O w •i V a cc DOo0 Z > W ti v ti AN to P � Ln V 0 LL Z W S� G a Q a LL W mN Wm o Q o z ' cn a W ; Z ¢ U Z ca cn Of d m Za lLLL Q p m o w 0 a V♦ Q � o o _ Lh o ■� W C) fl N 1/4 CORNER SEC 4 TWP 21N, RNG 4E WM FND 3" BRASSIE W/ (X) INCASED NOV 2005 CALCULATED CENT ER OF SECTION } rr l�A*'1r4d lr,� ,'i 4i�i..'r lE w19rATt -`,1z'I Y }4•r.Jtt,,. r'�.,",l ! 1G�✓'•,','(` )(,7'� wir„n T °•h' \r /`} ''.,•..,.w..,.n,. f� I'14 /l,i ;,�5) �:.4'(:.,,J^1';,Y,`..�� S'"i''t ,,�..R,}�^,F hM•'�'''. ( ''i}j !4 `rr t :a•.o� \. 51 1 I+N•��{r+� L..1y 1 ( 1, 3 �• ` ,.....rro.,,. n,.,...,....<.m.,. _ '•J �.,w +.+.,.vn-.,.w.+..n,,..,,,aw,u..a•.,.,,.,r.,,,u�J �J� a,.............. 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Jt 1--r- tils, Amha=. 210 { ?;AY. --:fin. •. i' 3'f' 7 2� � � ��,�,u 5�.1,INt�$t 1 N89`46"08.W - _. : ; i t v ( szslstst 2639.381111. d(�, NE SEC CORNER SEC 4 .SITE yylloa,' ..x OWE pi: TWP 21N RNG 4E UVM }=ND 3" BRASSIE W/ (X) INCASED NOV 2005 vo R0 .1 � «c �. fi Y ,...;�. �< �' �'30,�td Pf• ,S 9»♦"g� �w , i(71'I (•' �y y+ s 3td Ct` t�@1 F'VW9[1'I tf' ..L.v wnroTai..cr"mris.L' ;ea,.,'( w.�.:,ej .+..,,w •l,,'JW �t ,n,� �".: t ,`JYl w<''' t Ti �: dvL 1r;' e:ln:� +, IIA'10.04iA1.A"1GCaWsttte0'-M1" riY'�/il>4.>$•' � ., . j ,o�,r �� ti �. I s n� ' n ;'; ..,,... ~�y��4 - _ VICINITY MAP l J t y �t y ry• .tmt'�'•fwp:l'}ii'�'• [ t . ' r� r. 4 rA�C,d�I�.,J4,� �' S.:.�•'T�,rriM.. , . 1-4�14'�4 L'.te �,:�.�iW�"��',. r'{"4.T �. N„ w.,, .,,M. ........, y..`,. \,.. J; ,aF•... ........ ..5,,,...^.«.,. ;,(, ,.r'...................»«....,... "'t ,y5 Nn r, ry �. ,) „+ly ,rod. ,�., yL;• �,lt�,i _ ,,.,, i r N hhsyytt %' l' C I I r r. 7,w, ....'M .,M,.i. , ')�„ rj iX 8„ 'tt 4l"`i ,5w , 1{ R 1 ty C''i X:J t` �t `N: !t t �y 1 ]t/�(l.r. I 7(J w•rw i )�. 5 1.,. .Ji,,. .�iA,.:+ R'.f 1�f�+.r.0 � - h�N' I`1.r. 4,r Y� LI1V E. V t ltl nnnmmn 7 ,'rh ,' W 1f'AHWMVN Wl l 1�1 lUtlt 1 1 YYMn,In Y,m„ 7 NrJ Nr.Y,Y fffrnTYMYtt n KMNYM„ UWM hY W m,MWM,WJNMY WNA 4N.UAlt1 U-UUIU/ U U r(1 I WhVNAWJ!!J.' 4WMlW. UW 1 11l yt N, M, 'MYAW 1 Mnm rrcrm,mmw M1XWh WN VJA, Yf;! !,K Q 1.W1 l U,n ,Uu1 1 n ,NNWKr v v' t tlIp111Ulff nT ,Nm• M„ i. ()(j ) (:YrJ Nln,b'M'M n rUAIIW/}JA,lUTAOAW Ul ,rm'-'W�+'y ,..,,, ,�. � ri 1'9 ' �'A '•'•U,1�•'' i�,+� 4 1�, ',--� ",1, (j,,, N!M'NAY.X,WNMYJ' h•JMYI,tVM4 1 , J •!rj/1 AUAVXUIV,�'�.fT1Y Y r ��aatvavnaw.WJdtVi.u. ivuuuu�it�liu:iu�L.uvfii,[UAGUI/A1t11nIt1UU11L111 utunnnm nnrarnmmr 10' TYPE III LANDSCAPE r'r' 4 r'i. > •,. ,.. ,.,, i'+tr f - tj Ile ..............ra„. • • A` ,.w .l l,• .^wt., , .VI„ • • ' • • • • • , • .' E Ell • , . i•(�l ,){ ` y "".• .yy ;i., {� 4F 1.., k•td., t;' 1' �J 5;{�t YY"°'S f It hp I „ "a,,,,a,,. ' 4�t . y°'' f !`IYf„o �"",..� ��. `^„�•r' ,.i• �r`'JN, , T. 1 •/ •ri.\4 +„Y.•"'••'. ;?. ' j r ..w.,,� " j/1 .e;,• ,:.�,.w,,.., tiJr+fiy, .• ! J� � . '�:,,.,,.•., „c: 'Y'n:n:::ti:::T.':'"` 1 a N•"'J t.4t V 'i,�.•r• It Jfft I, :M J t f No r. „•,,..,.a... •o 't' '1`. 1.. ,, P 1' l , `�1k,•ry r+• ,Z .N ,r�I m ...M o•'hly + �• i,�„ ••.,.. i '1. ,N '' , � ,,.,,,,H t, , , .................................w.nw......«.•..,«a .., „w�M a' '"�•v, .t't �`�:; r;d'°'ry ••w.,<N<".e ,. `'�Jy r �F'•�, .. Y q z. ,y w' ^..... ,..i ,f;'t 1.....<.d•. (t 7 . <•.,.w.It .rrr .rm ^� , ,J,Y„y, WJ� )j �nh �r� _ u 8- Salix babylonica (Weeping Willow), +�;•r�.,, `.:r�:. iti` 1;'4C::J',�:f�•� TYPE t:,. 4i' �:li.rji`,4 ,� _.. --- -- - - - ,uy •`, ^„' }�F. \. '`, / • w>„ ht. b "- , DWNPSTER (REFERTO+� f' 1O -12 "l('�., m `y HIS SHEET) • "'.•••,.. ^•', � T rl, r� dETA1LT N Y 1fi 1 j f L..__._ ;•y. J y4 3 .iti "' BUFFER AREA SEED MIX.. LIGHT- S •s •a ,.• ' �, '' �+' •-••;,N+• '�� '"•. (On all disturbed areas) 'N�BUFF• G n ss A rostos albs' JJ ,;r t CKIt1 25% Redtop Bentgra g » J0� r , f 16 ^""' : `"NpSC ,/ .h � '•25% Perennial Rye, Elymus cinerus JJ t''1 r i ,,,,.,• „„.•'•"" wwz�w � f q '"�:r 25% Idaho fescue, Festucaidahoensis� r,,('9 NI I 25% Red Fescue, Fes tuca rubra ,:I::': t-iGHT , r `;;' -r `5.'�wf "h+ ,' . h'.� Seeding rate: 31b/1000 sq.feet •'+ � 4'aS ,;.....»....•.,.:.�....,�,,, is °•,,,, '�, y ...,.�- ,,� r'' � l Jri J� fi� j1 2 '',�.� �'''' 'Mf'„�;�,:zxm.14��+';r;''::•«�.r.:••.....•,. �':,1::•.�T ,,,�,. '+y4 °+�".. _- G7"ry \ `t;. �, _ '/r♦ � ' r� y^ /� JJ '1J rI, <.,.tr �• ut .,.r v^m m VL:4:. "• ,\ M,,, ,, 'i /";: .. hY' t f fJ i1J rJ f ,r*r ..i �, � � '•� ' � -�`: %'_�' , 4y •` n'4, ." • .• .. J.. . r,, ` "� - •.• ati,R '�' I J'` Jl ,r� t,%•' it^'K' ., � g: � �� , ',4L .....,, ,it ..r' V4.1'iu;l',,.1'„% �11`1 t .�q �4 �,.4� �,5�4� - �'1),rt �r , ,,„, •'rrhkr' d .....,,_.. -n•• / ` �•�``•,,,,� •; i� RggCA� ♦y' .. .` r^I ' .., �.i�`r��'vtj.,� 47�t�„fury{ ,�Y,.rf'�4 e ' � --'f --�_ _- ...__'�___ ____ _---_-__- - - . 9- Cornus stolonifera (Redtwig Dogwood} S '€ t0• _ a»1C;,¢„;i '".R tl nr,�` }::-f d r 4'-6' h b '� � >., ><`��` r�.�'rJl,� h�...,, W� • • i� t., &b/cont. • p%C . - y i p • ,4c Q; f t I ��'iiy rt' � � � }{'" �„Ir,')n^,.5f .•.y. .. Yr) .' � ` • ,' � • r ){� f .�!J ..,1............ ........... .......... ' .�,,y5 i y� � � �r\,+y .1, '{,-�N -' P KC' i`j `r t "` E /�� • • -� 8 �• � Jl ��-r � r, 1 ', ;i\, +� � - y0 `'S, �1+'� •r4�4•,'\r•»1 `r5tj j � �pSCA'� e, `j , ......., r T' �' ' � • )l • t'r' J� ,. F'� •� y \ - ` -1 �. � .. � _ , l y � � ,� t 1�tl, 1�i. `7S. Y l�r • f:rin�,n..., ..,N..y • •. ry { �lt � .;�' � � •' s,.�s4,Y�,'fi�,S �: 26- Symphoricarpos albus (Snowberry) 4 '.w"-�""•' - LIGHT _ • � ,TO BEDEMOLISHED 1�°'• %sue � r�` 24"-36" ht., b/cont., bushy, 60" o. . (REFER TO DETAIL 6 f.. THIS SHEET).... 'TYPICAL ! X • a a••.. i f ,! � £% 1�"L�.'��.•� tt . � ...ASK �` l'• , , . ._ „L r : Ov Rv� r. { {;t{,' :r { Stki.'.Ei,/i t.:1i, { J., . 1 N'• ^ f' r:'1"- ;f`h i " N - •IND'7u ` IV( ,'! "s•.C,,,, ,,.••n.,.,.,,.e,..,y...."• -._ ,,.. t..,•- ____._- _.___. ,3,-11'E�v, �y,s,.;/�.f+ , '. x'r:� ,h , .? 1 - 28-Oem formis (Indian Plum) ,.��r' R.r leria cerasi , , 1,•, 1• ,,,r (......L„�,,.5 R,,' r M,A.,,r .u,r v: },,Jj1�`r I;.. 'l '. •5,. r b 1•, 11r,1,,f it !I Il �Yuummnu t�nuwinnnrm,rmmnmrmmmmigrmvnnmmw rmamm ix� �eYxw wawMwuuuuwmuuAwuuuU1 nutnnn Imlrmmr �t"1Ynn5nmwmn rmvrnvmrw •vnxx.uwwmauYSW`�uuuuuwuu,nnurninutmlolmuun�nruramnnnnnnnrrcnim,Yn„nmummum:mmun," •t `6 i r 36 -42 ht. 5 g.c. bushy. 60 o.c. .... .............a......... ¢} (.,.., 1 1 y �, .:y {�• q LJ• 4'A • s , w:at{'�IwuruW�uwu,lmrr,�n'Ir,m..i,:, ,lrrrfi / . I � l!)/ i l5 >,t p � ___ _ , C.,<, •• 4 • fi. h 688.42 l + i. ,N i'�l 10 SEWER EASEMENT +s ev oy SBA SY.r r sY4. if .,..... Ko�G ST l./O'o jj r C' LEGEND t Frxj: rhft 6 f1 1 J T S ny .. �, ,,, { B MONUMENT FOUND' AS NC D - Salix sitchensis (Sitk t 11♦ 1 IM'nNU''" aWillow), .4 1 Si, ray ',� .> ••, ,ti. 1 �,- 44 �y IOU 4'-6' ht., b&b/cont. Lfl�JM WATER METER �� ) �' �yT/ 1 - 4 �•� 1 .'I ,'ty �i'`4 J t 3 '4,a ' O, Y. r;. tl 1 �� t rv.. ALL EXISTING , Sea TREE STRUCTURES TO BE 4 )Y7 {jjr �Y� f i t a`M S i t �-, ,�J'(,n!T�'�5, `�-/-• `f ,,,.'• DEMOLISHED i�� J,......,,...,..,....,.........� .. © CATCH BASIN 3y i kkk444.e i �a , �' Sfu,!" ` t'J,y�g/ _ 1 �1i} '�,,,,,,•,,,...<.y,.. � • 1 ` •wr `1 � S a � { ��/'- .. , r., � ,Si�{ m,�Unv-t d ty, 9• ... .. _ . .._-... ..... 41 NATIVE GROWTH PROTECTION AREA THIS UPLAND BUFFER AND CRITICAL AREA IS PROVIDED TO PROTECT WILDLIFE HABITAT AND MAINTAIN WATER QUALITY PLEASE DO NOT DISTURB ♦ �'' �. THIS VALUABLE RESOURCE CONSULT RECORDED PLAT AT tY,' it THE CITY OF FEDERAL WAY PLANNING AND Ur 3 DEVELOPMENT FOR NGPA RESTRICTIONS I vU:nrwrcel WELLw , r r j • N• �r +r `• � t�t � ��y �;-i:.;� e�+' � � '%^ 11,4E � ��i1��/�I �� C:.'' [ iM";I m�'ii,:+ .1',r�',1•' /, 4if ' J ' SEWER MANHOLE t . SITE AREA 86,684 S.F. (1.99 AC.) _ } � PP P,\ 4 } l '. .i 4,t1 �•.., 1 nYurraulm r.,a . I POWER POLE SIGN PLACEMENT .*. I 1 'i: ttit j m em t� ,.�' IBC 2003 OSPK WATER SPIKET r•;, '`".. ,, � ; r,"i r, � 1 OCCUPANCY TYPE 2 1 NGPA signs shall be placed no greater than 100 feet apart around M . CONSTRUCTION TYPE Exposure: C SITE CLASS: D the perimeter of the Native Growth Protection Area. rt t ® �-- wa 1 •-{h"\yy 2. Sign placement shall be subject to the approval of the City of Federal Way FLAGGED WETLAND BOUNDARY 3. Per SCC 32.10.240(8), all signs must be secure and permanent. 50' BUFFER : :S•; i, Balled & burlapped or NOTE: All of the above Native Growth Protection Area Sign ,. -. •�^ it "41 ' �, r9� 'a `¢1 containierized plant as Installation Guidelines information MUST be contained 4` { _sterile Within all Critical Area mitigation p ns submitted to the specified.w't - I C •t" I la mm Mulch or -°1- t \,\ �- �� straw fir spring planting, SCALE; 1 "- • 30 >L �--- p � p �' City of Federal Way. S> r : ''y t wood chips f or f ail o . 30 60 . tl '� 1'tM. 4, �' i Cut &remove burlap L 1` �`4 from top 1/2 of ball planting. NATIVE GROWTH PROTECTION AREA (NGPA;. 21 MIN i t �,'<,� �� burlap to be rottable. "Native growth protection areas (NGPA)" means chose REM_ .................. tip, ,� ` 1� areas that are to to be permanently left undisturbed in a su tan• ` bs tzall natural state and m which no clearing, y grading, filling, building construction or placement, or FIn1Si1 rode road construction of any kind is allowed except the •, t�•` \ t� - - - - following: .l 12" X 18" Aluminum sign with white reflective background. Install one per protected feature in a conspicuous place, Minimum of two galvanized wooden or stainl, steel wood log bots to firmly secure signs. 4' X 4' pressure treated wooden post with 1 /2" chamfer at top. Magnetic locator pin (e.g., pipe, rebar, 20 penny nail, etc.) placed 8-12" from post along NGPA line. Compacted native material Quick -set concrete ,�i Samoan Assembly of God ''� 3 - - - - - , Midway �� 4 �, �'� ,1 , Federal Way, WA - DESIGNED BY: TNA Revised As Per City and SCALE: 1" = 30' APPROVED BY: Church Review �1 \� Ch ° a) Crossings for underground utility lines and J``' sr ti ' �t '+, � 6" 2 X'S ROOT Top SOiI drainage discharge swales which utilize the DRAWN BY: TNA 10.08.2007 DATE: 04/14/2009 t�� ; 1 ', BALL (MIN.) Revised As Per City Review �} ;. tt,`, t+\ �, ', f erfiillZer shortest alignment possible and for which no T h @ Nishimura Associates t ,. � alignment that would avoid such a crossing is MITIGATION PLAN May 11, 2007 +ti \t yt,, feasible; A NEHEMIAH COMMITMENT DRAWING NUMBER:Y,, ' b) Removal of hazardous trees by the property Revised As Per City Review �`4 '"� "�, yt ', '' `, l� i �. '``' SHRUB PLANTINGDETAIL c) owner; e ces only if the critical area and its buffer are Environmental Planning Landscape Design R�SUBMITT MP-1 1.15.2009 y; ?r r` ` i, e not detrimentally affected; and 1 p g ,L f f :tr ;, Project Development & Management Revised As Per City Review t ti1 f '.y 4 , ray d) Other used and development activity as allowed fMAY 1 3 Z�� L , N 0 T T 0 SCALE by this chapter. 12737 Bel -Red Rd., Ste. 220 Bellevue, WA 98005 October 20, 2008 -,.' , . `',. _' .� (425) 453.4886 Cellular (206) 310 2820 Fax (425) 453-4$89 . BUILDING DEF, i,o wEnAsp minGA=CONCEPT AND GOALS 1.1 MITIGATION CONCEPT The proposed buffer intrusion of approximately 1,175 sq.ft. is more than compensated for by the demolition and removal of the 1,925 sq.fL concrete pad,1,841 sq.ft. of which is located in the buffer. However, Midway Samoan further has prepared a mitigation and enhancement plan consisting of natural plantings along the Eastern property line which would function as buffer, and visual screen, while also providing shaded areas for the ditch area. Disturbed areas will be seeded as specified with the undisturbed areas left as natural grasslands. 1.2.0 MITIGATION GOALS To provide a natural, vegetative screen and buffer for the adjoining residential properties, as well as to create habitat and enhance the remaining wetland area. 2.0 CONST1 C ON WWI The construction sequence of this, project will be implemented as follows: 2.1 Pre -construction meeting 2.2 Construction staking 2.3 Construction fencing and erosion control 2.4 Clearing and grading 2.5 Stabd atics,a of mitiptioa area 2.6 Plant material installation 2.7 Pe mimanerslt tows wed sign installation 2.7 Construction inspection 2.9 Agency approval 2..9 Monitoring inspection and reporting 2.10 Silt fence removal 2.11 Project completion 2.1 Pre-cou"ruction Meeting A pre-cotutruction meeting will be held on -site prior to commencement of construction, to include the Owner's biologist, the contractor, the Owner and the County Biologist. The approved plans and specifications will be reviewed to ensure that all parties involved understand the intent of the construction documenu, spaGdwo4m, site environmental constraints, sequences, and inspection requirements. 2.2 Construction Stolting The limits of clearing and grading of the mitigation area will be marked in the field by a licensed professional land surveyor prior to commencement of construction activities. 2.3 Construction Fencing & Erosion Control All erosion control measures adjacent to the mitigation area, including silt fencing and orange construction fencing will be installed. Erosion control foxing will remain around themitigation area until clearing, grading and hydroseeding are complete. 2.4 Clearing & Grading Clearing and grading per Midway Samoan Assembly Wetland Mitigation Plan (Grading Detail) by Sound Consultants, LLC. 2.s Stabilisation of Mitigww Are All graded areas .will be stabilized with hydroseed or mulch per 3.4.2 upon completion of grading. Orange constrttctioot fencing aid erosion control fences will be restored and placed around the mitigation area. 2.6 Plant Malarial Iaatallatios All platy maMnal Will be pLaelad by haa.i per detail and Coostrucoou sad Plaatiag Nc6m 7U MitigaLwa Pian spocines the rcgait+ad sire. species, quantuy. and beetles, of pram maic uls to be wA aHod. The coniracwnt will re -seed or over -seed all hydroaeeded areas disturbed during the planting process. Upon completion of the planting. the erosion control fencing will be restored and repaired. Plant substitutions or modi,fcgtioas to locations ahall be approved in writing, by the Owner's biologist prior to installation. 2.7 Sign installs M Upon acceptance of the plant material installation by the Owner's biologist, the critical area signs will be placed akwg the mitigation area as noted on the plan. 2.9 Coustrtt+ OM IepactWa Upon completion of installation, the Owner's biologist will conduct an inspection to confirm proper implementation of the Mitigation Plan. Any corrections, substitutions or missing items will be identified in a "punch list". Items of particular importance will be soils in pits, pit size, plant specit C pleat size, mulch around pits, and Im Staking. Upon completion of planting, if installation or materials vary significantly from the Mitigation Plan, the contractor will submit a reproducible "as -built" drawing to the Owner. 2.9 Ageaey Approvsul Following acceptance of the installation by the Owner's biologist, a letter will be prepared to the County Biologist requesting approval of the installation. 2.10 Monitoring ImtpectisA and ReP"tin$ The Monitoring program will begin in the fast growing season (approximately one year) following installation approval by the County Biologist. The subsequent monitoring inspections will be conducted in accordatwe with the approved Monitoring Program. 2.11 Silt Fence Removal Erosion control fencing adjacent to the mitigation area will retrain in place until all area adjacent to the mitigation area have been stabilized. 2.12 Project Completion If, after the firm year of monitoring, the project has satisfied the objectives and goals of the approved Mitigation Plan, the Owner's biologist will prepare a letter to the County requesting final approval & closure of the mitigation plan. 3.1 SITE PREPARATM 3.1.1 The Landscape Contractor will approve existing conditions of subgrade prior to initiation of any mitigation installation work. The Landscape Contractor will inform the Owner of any discrepancies between the approved consimdon document and existing conditions. 3.1.2 The General Contractor will flag the limits of clearing with orange construction fencing and will observe these limits during construction. No natural features or vegetation will be disturbed, beyond the deslguated *limits of ckturulg", 3.1.3 The Landscape Contractor will hand grub all blackberry varieties as specified inspection 4.13 of the approved Wetland Mitigation plan. Weed debris will be disposed of off site. 3.2 PLANT AND HABITAT MATERIALS 3.2.1 All. plant materials will be as specified in the plant schedule. Only vigorous plants free of defects, diseases and infestation are acceptable for installation. 3.2.2 All plant materials will conform to the standards and size requirements of ANSI Z60.1 "American Standard for Nursery Stock". All plant materials will be native to the northwest, and preferably the Puget Sound Region. Plant materials will be propagated from native stock; no cultivars or horticultural varieties will be allowed. All plant materials will be grown from nursery stock unless otherwise approved. 3.2.3 All nursery grown plant materials will be in containers or balled and burlapped. Bare root piaetitlgs will be subject to approval. 3.2.4 All plant materials stored on -site longer than two (2) weeks will be organized in rows and maintained by the contractor at no additional cost to the owner. Plant materials temporarily stored will be subject to Wspecdon and approval prior to installation. 3.2.5 Substitution requests must be submitted in writing to the Owner and approved by the Owner's biologic in writing prior to delivery to site. 3.2.6 All plant materials will be dug, packed, transported and handled with care to ensure protection from injury. All plant materials to be stored on site more than 24 hours will be heeled into topsoil or sawdust. Precautionary measures shall be taken to ensure plant materials do not dry out before planting. Wetland plants will be shaded and saturated until time of installation. Immediately after installation the mitigation p1ming area will be saturated to avoid capillary stress. 3.2.7 The contractor will verify all plant materials, the quantities shown on the planting plan, and the plant schedule. The quantity of plant materials shown on the plan takes precedent over the quantity on the plant list. 3.3 PLANT AND HABITAT MATERIAL INSTALLATION 3.3.1 All plant and habitat materials must be inspected prior to installation to verify conformance of the materials with the plant schedule including size, quality and quantity. Any plant or habitat materials deemed unsatisfactory will be rejected. 3.3.2 All plant materials delivered and accepted should he planted immediately, following installation of the habitat features depicted on the plan. Plant materials not planted within 24 hours will be heeled -in per note 3.2.6. Plant materials stored tinder temporary conditions will be the sole responsibility of the contractor. Plants will be protected at all times to prevent the root ball from drying out before, during, or after planting. 3.3.3 All planting pits will be circular with vertical sides, and will be sized per detail on the mitigation plan and filled with pit soils approvers by the Owner's biologist. If native soils are determined to be urwiccepmWe by the Owner's biologist, pit soils will be amended with Cedar Grove mulch or equivalent. 3.3.4 No fertilizers will be used within the wetland. In buffer areas only, install "Agriform", or equal plant feftilizer to all planting pits as specified by manufacturer. Fertilizers are allowed only below grade in the planting pits in the buffer areas. No sewage sludge fertilizer ("SteerCo" or "Growco") is allowed in the midigation area. 3.3.5 All containerized plant materials will be removed from their containers carefully to prevent damage to the plant and its roots. Plants removed from their containers will be planted immediately. 3.3.6 All plant materials will be platted as shown on the approved mitigation plan. If the final installation vtria from tk approved mitigation plan, the contractor will provide a reproducible mylar as -built of the metalled conditions. All plant material will be, flagged by .the contractor. 3.3.7 All conifer trees will be staked per the detail on the mitigation plan. All deciduous trees 1" caliper and larger will be staked per the detail on the mitigation plan. Remove tree staking and guy wires from All trews after one year. Cut guy wires away from trees and remove wire and tree stakes from site. 3.4 P1LAMING SCHEDULE AND WARRANTY 3.4.1 A fall -winter installation schedule (October 1" - March 15" ) is preferred for lower mortality rates of new plantit gs. If plant installation occurs during the spring or summer (March 15`' - Oct. 1" ) the plantings will be irrigated by hand, with water from a watering truck, for 15 minutes every day until fall ram can provide adequate moisture to support plant materials. 3.4.2 All disturbed areas will be mulched or seeded with mixes as specified on the plans as soon as the mitigation area grading is complete. The seed must be germinated and a grass cover established by October 1". If the cover is not adequately established by October 111, exposed soils will be covered with approved erosion control material and the contractor will notify the Owner in writing of alternative soil stabilization method used. 3.4.3 The installer will warrant all plant materials to remain healthy and alive for a period of one year after find acceptance. The installer will replace all dead or unhealthy plant materials per the approved plans and specifications. 3.3 SITE CONDITIONS 3.5.1 The installer will coordinate with the Owner and the Owner's biologist for construction scheduling. 3.5.2 Landscape installation will begin after the County acceptance of grading and construction. The Owner will notify the Owner's biologist of acceptance of final grading. 3.5.3 Silt fences will be installed as shown on the approved mitigation grading plans. The installer is responsible for repair and replacement of silt fences disturbed during plant installation. No equipment or soils will be stored inside the silt fences. 3.5.4 After clearing and grading is complete in the mitigation area, exposed soils will be seeded or mulched. Orange construction fence will be placed around the mitigation area to prohibit equipment and personnel in the mitigation area. 3.5.5 If soils are determined to be unsuitable for ground cover success, the landscape contractor will add a minimum of 6 to 8 inches of topsoil to the mitigation area. 3.5.6 All plant material will be planted with suitable soils per planting details. Soils from planting holes will be spread and smoothed across the mitigation area. 4.2 MAINTFN A,-NCE PROGRAM INTRODUCTION This M&iweuatxe program outlines the program, procedures and goals for mitigation of the wetland impacts, at the mitigation site. 'Ibis maintenance program will be the responsibility of the project owner through the duration of its ownership of the mitigation area, or throughout the duration of the monitoring period, whichever is )eager. The maintenance contractor will complete the work as outlined below. 4.1 MAINTENANCE WORK SCOPE 4.1.1 The primary goals of the mitigation plan are to enhance and enlarge the existing wetand, preserve the hydrology and water quality of the wetland and enhance the native plant community typically found around undisturbed wetlands. To accomplish this goal, normal landscaping methods must be modified to include: a. No mowing or trimming of ground cover or vegetation in the mitigation area. b. No placement of fertilizers in the mitigation area. c. No placement of bark mulch or equivalent in the mitigation area, except as noted in the planting details. d. No placement of grass clippings, landscape debris, fill or ornamental plant materials in the mitigation area. 4.1.2 Work to be included in each site visit: a. Remove all litter including paper, plastic, bottles, constructiun debris, yard debris, etc:. b. Remove all blackberry varieties and scotdh broom within the mtigation area. All debris is to be removed from site and disposed in an approved landfill. c. Repair silt fencing and signage as needed. 4.1.3 Work to be completed on an annual basis includes: a. Areas containing Himalayan blackberry should be controlled by hand cutting the blackberry and treating the remaining cut stems only with a glyphosphate herbicide such as Roundup or Rodeo. b. Replace dead or failed plant materials. Replacement plantings are to be of same species, size and location as original plantings. Plantings are to,be installed during the dormant period. c. Remove tree staking and guy wires from all trees after one year. 4.2 MAINTENANCE SCHEDULE The Owner will conduct all items listed in the Maintenance Work Scope on an annual basis. Additional work may be required per the Monitoring Report and as approved by the County Biologist. Additional work may include removal of the grasses around each shrub and tree, installation of wood chips at each shrub and tree base, reseeding the mitigation area, re -staking existing trees and erosion control protection. 4.3 WATERING REQUIREMENTS 4.3.1 If plantings are installed within the dormant period throughout the winter months (October through March 15' ) watering is not required. 4.3.2 If plantings are installed during the summer months (March through October 1" ) a temporary irrigation system will be required. The temporary irrigation system may be removed after the first year providing the plantings are established and acclimated to on -site conditions per Construction and Plantings Notes Sec. 4.0. 4.3.3 Irrigation will continue from initiation through October I" , or between June 1" and Oct. lu for any subsequent year. Irrigation, if required, will provide head to head coverage for 15 minutes per day every day. 4.3.4 Irrigation will only be used to help establish plant materials and is not intended to supplement or create wetland hydrology in the mitigation area. 4.4 CLOSEOUT OF THREE YEAR MONITORIP'i(► PROGRAM Upon completion of the monitoring program and acceptance of the wetland mitigation by the County Biologist, the maintenance of the project will be reduced to include removal of litter and debris, repair of perimeter fencing and signage, removal of noxious weeds and undesirable vegetation, and repair of vandalized areas. 5,4 BU ER MONITORING PROGRAM 5.1 SAMPLING METHODOLOGY The newly restored and enhanced buffer will be monitored three times over a three year period. Monitoring will be conducted using the techniques and procedures described below to quantify the survival, relative health and growth of plant material as well as the successful creation of an area meeting wetland vegetation and hydrology criteria. A monitoring report submitted following each monitoring visit will describe and quantify the status of the mitigation at that time. 5.1.1 Vegetation The vegetation monitoring consists of inspection of the material to determine the health and vigor of the installation. All the planted material in the wetland and buffer will be irLspecLed during each monitoring visit to determine the level of survival of the ii,ttallation. 5.2 STANDARDS OF SUCCESS 1. Evaluation of the success of the mitigation project will be based upon an 80% survival of the planted vegetation at the end of year 3. 2. Volunteer native, non-invasive species will be included as acceptable components of the mitigation. 5.3 CONTINGENCY PLAN A contingency plan can be implemented if necessary. Contingency plans can include regrading, additional plant installation, erosion control, additional water quality facilities, modifications to hydrology, and plant substitutions including type, size, and location. If the monitoring results indicate that any of the performance standards are not being met, it may be necessary to implement all or part of the contingency plan. Careful attention to maintenance is essential in ensuring that problems do not arise. Should any of the site fail to meet the success criteria, a contingency plan will be developed and implemented with the County approval. Such plans are prepared on a case -by -case basis to reflect the failed mitigation characteristics. Contingency/maintenance activities will include, but are not limited to: ® Replacing all plants lost to vandalism, drought, or disease, as necessary. ® Replacing any plant species with a 20 percent or greater mortality rate with the same species or similar species approved by the County Biologist. 2 Irrigating the buffer area only as necessary during dry weather if plants appear to be too dry, with a minimal quantity of water. a Reseeding wetland and buffer areas with an approved grass mixture as necessary if erosion/sedimentation occurs. e Removing all trash or undesirable debris from the wetland and buffer areas as necessary per 4.0 Maintenance Program. Midway Samoan Assembly of God Federal Way, WA SCALE: 1" = 30' APPROVED BY: DESIGNED BY: TNA Revised As Per City and Church Review DATE: 04/14/2009 DRAWN BY: TNA 10.08.2007 MITIGATION PLAN Revised As Per City Review May 11, 2007 DRAWING NUMBER: Revised As Per City Review MP-2 1.15,2009 Revised As Per City Review October 20, 2008 The Nishimura Associates A NEHEMIAH COMMITMENT Environmental Planning Landscape Design Project Development & Management 12737 Bel -Red Rd., Ste. 220 Bellevue, WA 98005 (425) 453-4886 Cellular (206) 310-2820 Fax (425) 453-4889 oa WoWo 0 wOQJ Vl J Opp= o oSW- = NWNr Wm�a w z�Wo Z� ail•' oQ�a O 4Z�r ua�2 y >>N NWY� �rrQ lama N O�0w wa3 r s am m OOO U�op sus= �04�� o q JIc�2 2arQQ RESUBW MAY 13 2 DAN VAY ti SM. 1/4 OF NE 1/4 OF SEC. 4, TWP. 21 N., RGE. 4 E., W.M. — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — A, .......... w. ss A A1. N11 $ CURB OPENING 7, N IE-412.35 135 LF (MIN) X &4! 9011W WIDTH wz. BASIC (MASS 910SWALE 0 1-70 (SEE DETAIL HEfltW). COO ly * tCT TO WATE* MEM I LF 8PVCGR-410-00 0.30% FOR ADNWACY.�, IL =40L CLEMdUTI RW411.5ib ME-40.95 v 'A 164 LF e. w 0 460M A, 'Opo N �*� `'� - = _ % e'j'' OUTFALL TO EXIST DITCH INSTALL rill x wL x v DEEP RM OUVALL PAD EAST MANHOLE 10OX-40 MINUS SS 0 2.1DOX 27 IE%*(4nl*) 40-SM - 3 INCH MINUS PROWDE' 94-44% CLEANOUT 0-10*4- MINUS "BLOCKS j&T-4tOaF FUM-41440 - DGWgSPOUTS 777 N=-. ALL EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON WAS TAKEN FROM A GRAPHIC SCALE SURVEY PREPARED BY DAN PRICE LAND SURVEYING, DATED 11-27-05. SOUND 30 so t 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 #4 Rxr) CONNECTION AND IMMEDIATELY NOTIFY THE OWNER AND/OR ENGINEER OF 41Y SIGNIFICANT I Inch = 30 ft DISCREPANCY WHICH WOULD PREVENT THE CONSTRUCTION OF THAT DEPICTED HEREON. Av z _3 (L swaindvkkr for width >1 Oft OW water quolity design depth 2" 10, rewnmmf HIM into 6 ' notive sal NTS Now Design Manual Figure 6.3.1.8 StofWation Swab Cross -Section Revised 3."7, mdev Cad 2 Working Days Before You Dig 1--800-424-5 5%. .5. 5 UtIfts Underground Location Center (DMTND,OR,WA) PRD.ECT NO, 2DO00210D BY. jvH CHECKED BY: to 0 i C) ca UJI z j C.) :5 0 CL 2 CO UJ ca ca .j t. LU 0 U) CO ca z >_ UA x SHEET TITLE SITE UTLffy PLAN SHEET NO. C-104 RESUBMITTED MAY 13 2009 0 F F Q F-124L. N 1/4 CORNER SEC 4 TWP 21 N, RNG 4E WIM FND 3- BRASSIE W/ (X) INCASED NOV 2005 Ritl41 = 422 6',5, W N . .. ✓ ........... 531 .. . ......... N C z "J" W 4, R I M 2 0, 9 413,61. 3" 4,� 1, Z-5, ry CEN 'ER 4 0 112" 2 O 0) 0 >0 UJ 0) (0 Q_ Q0 C) ()o LLJ LL Le! z 0 < 0 U_ , Q) 0'. ZD 0 0 X Z ry LJ ry UJ U') 0 to N t N 6 8 8, 4.2 LEGEt',11 D W 93WM CI CATCH BASIN .46, WELL OS SEWER MANHOLE 4P.p., POWER POLE oSPK WATER SPIKET < UJ U ------------ WETLAND FLAGGING _J ui < CL LANDSCAPE BUFFER SETBACK. p N_BUILDING SETBACK LO VIRIGHT OF WAY DEDICATION. CALCULATED CENTER OF SECTION f V % Midway Samoan Assembly of God 29276 Military Rd. S. — Federal Way, WA 98003 N89*46'08"W "Yp �i 4- 2 4' 4, z. ......... X 5 . ....... . ....... 4 T ALL EXISTING STRUCTURES ..... ..... .. W TO BE DEMOLISHED . ...... .... .. ................. L NE J ................... ............. . . ... .... .... ........ ........... .... ...... .......... /1Z, .. ............. I'll .. .......... o, > ...... .... . ... ........................... ... .............. ............. M z�l A CENTERLINE DITCH ...............✓ ru 8 R IR311- N� .. . ... .. ......... '0 % • al • - A- f :,:: .............. r) W . .............. 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A-7 j, C (TO BE REMOVED)�% .... .. -------- ...... 4 OVV. .......... ?*_"_> J; 51 J, We A_,/ NNE" ' NCH R S W Y4 PE EP Wl 1 rl 1, /io > f _kfep METER 'DE u) Q- -\IVA 60 - & DEL Z _X2MEi C>2[)DRAINRA'4t "t A01) MINE BOAP INE R WAND GRADE P\ A -rO SE DF_TF_ AN S ...... ... z. . . ....... . . ...... . . ..... 01 �k NE SEC CORNER SEC 4 TWP 21N, RNG 4E WM FND 3" BRASSIE W/ (X) INCASED Nov 2005 General Notes - Approximately 450 yd' cut - Approximately 450 yd' fill Area Calculations EXISTING: Gravel 14,368 SF Concrete 2,284 SF Building 3,738 SF TOTAL EXISTING: 20,390 SF DEVELOPED: - Parking lot 15,520 SF - Sidewalks 2,360 SF - Building 4,800 SF TOTAL DEVL'D.: 22,680 SF TO LEG AL DESCRIPTIONS > U - Mhy<u P1 PARCEL A; BEGINNING AT A POINT ON THE WEST LINE OF THE NORTHEAST Q Vo o 7, Z -A ---------- Midway Samoan Assembly of God Federal Way, WA SCALE: 1 30' APPROVED BY: DESIGNED BY: LS REVISIONS: DATE: 01/25/06 DRAWN BY: TNA Preliminary Site Engineering Plan 7DRAWING NUMBER t 4 6 CIE *000' W 4� A4zp�' LARRY E..STEWARD PE 24738 SE Mirronnont Dr, Issaquah, Wash 98027 Phone 425-392-6111 Fax425-392-6111 The Nishimura Associates A NEHEMIAH COMMITMENT Environmental Planning Landscape Design Project Development & Management 12737 Sol -Red Rd., Ste. 220 Bellevue, WA 98005 (425) 453-4886 Cellular (206) 310.2820 Fax (425) 453-4889 ,11 LAND SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN CONFORMANCE WITH .THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF TO,M__L\1ISHIMURA NOVEMBER 2005 'A DANIEL R. PRICE CERTIFICATE NO. 37533 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 8: 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 UNE TO THE NORTHWESTERLY MARGIN SCALE; 1 30' OF SAID DRAINAGE DITCH, THENCE SOUTHWESTERLY ALONG SAID 30 0 30 60 NORTHWESTERLY MARGIN TO A POINT WHICH IS 320 FEET NORTHEASTERLY OF POINT A, THENCE SOUTHWESTERLY TO THE TRUE POINT OF BEGINNING. I N V, at-t;k V,% MIDWAY SAMOAN CHURCH 29276 SOUTH MILITARY ROAD DAN PRICE LAND SUR VE YING FEFERALWAY, WA. 7201 201ST STREET CT. •E. SPANAWAY WA 98387 DWN. BY DATE OFFICE (253) 875-8075 D.PRICE 11/27/05- FAX (253) 875-8076 EB 0 9 2006 CHKD. BY SCALE P *$ = T 0 RAvAWAY D.PRICE 1 30' UILDING __ _T, 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 N6" 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 lot. 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 -fi t I I,40 S -- — SCALE 1N FEET 8 12 V 1 W `N° V y � M b w p a~ a Wa z o oQ�t: w ° 3 td a W O � W U N m co 00 Lin _cc C M o p� o m Rv N W X 21 =ItL 1- � WCc J d m N CU 0 = C N L = C E Aj t0 C rLz .No.. aR 1`W ._ = a m 0 C 3- z d .� 0 Cd ci ¢ m •� a 00 ►� ao Z L it nM. 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