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EEf ....._ -. i EERI ......... :- ,..INC:::::::::: ::::::: : NOTE: DEVELOPER/CONTRACTOR RESPONSIBLE TO REMOVE ANY EXISTING (DOMESTIC USE) WELL AND/OR EXISTING SEPTIC TANK AND DRAINFIELD FROM SERVICE ACCORDING T!� 9,! w! T1-1 RrLn ;�r'1�1�.401T I'�I��11 .111r'�/P-'►, 1TO i 1 lJ I iCJ/A . I Y , L1Li •-u % . evuz1 4 1 11E%AuI, % E I IL_N 1 v. NOTE: ALL WORK AND MATERIAL IN 105TH AVE. SE SUBJECT TO KING COUNTY RIGHT OF WAY CONSTRUCTION PERMIT -•�ood�tlNNIIINNOo�•- 00 iio,�iai� ii iaaaoaoaaaoiio SCALE IN FEET IDATUM:NAVD88 NOTE: ELEVATIONS SHOWN ARE APPROXIMATE AND ARE FROM PLANS PROVIDED BY DEVELOPER WHICH ARE BASED ON AN ASSUMED DATUM THAT IS APPROX. 165 5 FEET LOWER THAN NAVD88. (VERIFY ALL ELEVATIONS PRIOR TO CONSTRUCTION.) BENCHMARK: SSMH AT SE CORNER OF PROPERTY RIM ELEV = 200.39 (PER CORNERSTONE ENGINEERING SITE IMPROVEMENT PLAN) BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424-5555 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH. NOTE: FYPICAL ALL SIDE SEWER STUBS. • SCW DISTRICT OWNERSHIP TERMINATES - AT PROPERTY LINE. • INS r, ,LL TEST TEE AT PROPERTY LINE. * DE',; _OPER CONTRACTOR MAY EXTEND BEYC, IND PROPERTY LINE. (SEE STUB SERVICE CONSTRUCTION DETAIL.) NOTE: CONSTRUCT SIDE SEWER STUB TO MOE (MIN.OUTLET ELEV.) LOT AT 2% LINE AND GRADE. NOTE: INSTALL OFFSITE SS STUB 1 AT 2% LINE AND GRADE TO PROPERTY LINE. NOTE: DEVELOPER / CONTRACTOR RESPONSIBLE TO VERIFY LOCATIONS OF EXISTING SEWER MAIN PRIOR TO CONSTRUCTION. NOTE: DEVELOPER / CONTRACTOR RESPONSIBLE I TO VERIFY / COORDINATE OFFSITE S.S. I STUB LOCATION AND DEPTH WITH PROPERTY OWNERS AND DISTRICT PRIOR TO CONSTRUCTION. SW 29-23-l' NOTE: DEVELOPER / CON TRACTOR RESPONSIBLE TO VERIFY LOCATION & DEPTH OF S.S. STUB TO EX. HOU:E PLUMBING OUTLET PRIOR TO CONSTF;UCTION. SFR�F 013 2 9 A R PRtjP. NEW _ PAVEMENT g c �� I EX, 0130 PROP. BLDG. FOOTPRINT, TYP. - I DI of PROP. STORM STRUCTURE 0134 HOUSE[ PROP. CURB- 0131 & SIDEWALK EX. FENCE . M \ -----I LOT 1 i D I MH 1048--3 I o r- J X I I I J W II 8.5' - -- - L I� TYP. MOE 353.0 i 10'i 'PROP. _ LOT 2 I ACCESS I TRACT I 30' 1 30' N 0 I' L 0 C I _l I x EX. 4Jli FH I I. II 0196 I' a MH 1048-2 EX.PVMT. EDGE I II III � II� III[" � TIN I� IIw I II I II II MH 1048-1 ill IIII I II I I I LOT 31 �I I III EX MH 476-2 01 -1 l I a 0Z_ --A. . _ 3' WATER MAIN EASEMENT I EX. I T ) W RECORDING N0. 4513645 HOUSE I i I i1 > 0205 !O PROP. STM. SWR. i PROP. �O FORCEMAINI I i I STM. SWR. S� 5 0143 Is, � 01 : 8 I l i I-_ V ,�v 0142 NOTE: 0139 WI >J; �-- EX. S.S. STUB TO EX. HOUSE PER DEVELOPER PERM:' EASEMENT (ALL-- " 1 `` Ii PLANS. CONTRACTOR RESPONSIBLE_ TO VERIFY OF ACCESS TRACT) LOCATION. MAINTAIN EX. SEWER SERVICE �2�9-23- I I I UNTIL NEW MAIN & STUB TO EX. HOUSE ARE ZI ,I I; ACCEPTED BY DISTRICT, THEN ABANDON PER ONSITE, I I;C, DISTRICT REQUIREMENTS. 1n I I I < I' X 01 ,i 6 W I;o 0208 I I �36 I 0207 I I I I I I \ i I 0151 JEX. \ EX MH 476 1 T I Gv 021 1 \\ I I \ 30' I I 30' \ I EX MH 376-3 \ / \ EX. FH SE 172ND ST. 's \ Fk SEWER GENERAL NOTES. (REVISED09/26/01) 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF SOOS CREEK WATER AND SEWER !DISTRICT, ALSO REFERRED TO HEREINAFTER AS "DISTRICT'. 2. THE DEVELOPER SHALL FURNISH THE DISTRICT A COPY OF THE COMMERCIAL AND/OR SUBDIVISION PLANS APPROVED BY THE GOVERNING AGENCY PRIOR TO ANY SEWER MAIN CONSTRUCTION. 3- PRIOR TO CONSTRUCTING ANY SEWER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE CLEARED, GRADED, AND STAKED BY THE DEVELOPER AND ALL EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR. 4. FOLLOWING SEWER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRING THE MAINS TO BE RECONSTRUCTED SHALL BE MADE AT THE DEVELOPER'S EXPENSE. RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FOR INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPE; IN ADDITION TO THE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY THE DISTRICT. 5. NO SIDE SEWER CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION OF THE BILL OF SALE , AND ALL EASEMENTS. OBTAIN SIDE SEWER PERMIT FORM SOOS CREEK WATER AND SEWER DISTRICT FOR EACH SIDE SEWER CONNECTION Pf;IOR TO MAKING CONNECTION. BILL OF SALE WILL NOT BE PROCESSED UNTIL PUGET SOUND ENERGY HAS INSTALLEn THEIR VAULTS, HAND HOLES AND LIGHT STANDARDS. 6. ALL COSTS OF SEWER MAIN RE -STAKING SHALL BE PAID BY THE DEVELOPER. 7. PROPERTY`CORNERS SI TALL BE PINNED WITH REFERENCE TACK ON CURBS BY THE DEVELOPER. 8. CONTRACTOR SHALL NOTIFY SODS CREEK WATER AND SEINER DISTRICT AT (253) 630-9900 TO SCHEDULE A PRE -CONSTRUCTION MEETING AT THE DISTRICT OFFICE. AFTER THE PRE -CONSTRUCTION MEETING THE CONTRACTOR _SHALL NOTIFY THE CONSTRUCTION REVIEW REPRESENTATIVE FOR SOOS CREEK WATER AND SEWER DISTRICT AT LEAST 48 HOURS (REGUI-AR WORKING DAYS) BEFORE STARTING WORK. 9. CONTRACTCR SHALL OFTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMIT REQUIREMENTS. INSPECTIONS MUST BE SCHEDULED A LEAST 48 HOURS IN ADVANCE. I NOTES RELATIVE TO CONNECTION TO EXISTING FACILITIES: 1. CONNECTION TO EXISTING LINE SHALL BE MADE ONLY WITH THE WRITTEN APPROVAL OF SODS CREEK WATER AND SEWER DISTRICT. 48 HC URS (TWO REGULAR WORKING DAYS) ADVANCE NOTICE MUST BE GIVEN. 2. EXISTING SEWERS TO R1_MAIN IN SERVICE AT ALL TIMES. 3. ALL WATER AND/OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND SHALL NOT BE PERMITTED TO ENTER T THE EXISTING SYSTEM. 4. EXISTING MANHOLE NO. 476-2 SHALL BE CORE DRILLED AND RE -CHANNELED AS REQUIRED TO RECEIVE INCOMING FLOW FROM: i HE NEW SEWER LINE. L1 SHEET INDEX SH.NO. DESCRIPTION I SEINER PLAN AND PROFILE & NOTES 1 2 'CON TRUCTION PROVISIONS 3 MATERIALS & SURFACE RESTORATION 4 SEWER DETAILS V IUIINI I T Wl/`1i I W Q O a r 0) z O I1. a N w 'c�I�1H� Y X ' w 00 4 m� o 1 -o ,\ (� n � o 0 0 > Z W O w(r ZOr 3 U Z O a- 4 Q O Q U U o � 4t co J w M Z Y o ca L > ca _1 N co 4 c co 00 °O L- L o m dN, v v z a ca LL 00 L ® - � o c a . wo ° a c w mc LOb ( _ LI LI 0 W N 0 U O W w � � O W z z I— U O ors Q �n i— w Zg� wo w� z o �w Q � � V 3:cl� � z O � W � z g U)ICL 00,6 � w w 11 BASE MAP N�00 IrIrI SHEET 900z r DRAWING C-2 1 OF 4 C-121 5 :* t CONSTRUCTION PROVISIONS 1. STANDARD SPECIFICATIONS ALL WORK, MATERIALS AND TESTING SHALL CONFORM TO THE STANDARDS OF SOOS CREEK WATER & SEWER DISTRICT AND THE "2000 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" AS PREPARED JOINTLY BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION, AND HEREINAFTER REFERRED TO AS THE "STANDARD SPECIFICATIONS," EXCEPT AS HEREIN MODIFIED. 2. TRENCH EXCAVATION, BEDDING AND BACKFILL ALL WORK WITHIN THE RIGHT-OF-WAY SHALL COMPLY WITH ALL PERTINENT PERMITS, THE GOVERNING AGENCY'S CURRENT ROAD STANDARDS, AND THE STANDARD SPECIFICATIONS. ALL MATERIAL FROM CLEARING AND GRUBBING SHALL BE HAULED TO AN APPROVED WASTE DISPOSAL SITE PROVIDED BY THE CONTRACTOR. WHEN TRENCHING THROUGH EXISTING PAVEMENT, THE PAVEMENT SHALL BE CUT ON 'A NEAT -LINE BY SAW -CUTTING, JACK -HAMMERING OR OTHER APPROVED METHOD TO PROVIDE A CONTINUOUS LINE. TRENCH SIDES SHALL BE KEPT AS VERTICAL AS POSSIBLE GIVEN THE SOIL CONDITIONS. COMPACTION AND RESTORATION SHALL BE DONE AS DETAILED BELOW AND IMMEDIATELY AFTER THE TRENCH BACKFILL IS PLACED, SO AS TO CAUSE THE LEAST DISRUPTION TO TRAFFIC. CEMENT CONCRETE PAVEMENT SHALL BE CUT 1 FOOT OUTSIDE THE EDGE OF THE TRENCH ON EACH SIDE. ANY TRENCH EXCEEDING FOUR FEET IN DEPTH SHALL BE PROVIDED WITH ADEQUATE SAFETY SYSTEMS MEETING THE REQUIREMENTS OF THE WASHINGTON STATE INDUSTRIAL SAFETY AND HEALTH ACT (WISHA), CHAPTER 49.17 RCW, AND ALL REGULATIONS ADOPTED PURSUANT THERETO. CONTRACTOR SHALL HAVE A STRUCTURAL ENGINEER REVIEW AND STAMP ANY AND ALL SHORING PLANS AND CALCULATIONS, THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND THE DISTRICT AND THE ENGINEER ASSUME NO RESPONSIBILITY. WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM IS SUITABLE FOR PIPE BEDDING, THE BOTTOM SHALL BE HAND FINISHED TO GRADE SO THAT THE PIPE WILL HAVE UNIFORM SUPPORT ALONG THE BARREL AND BELL. AFTER THE PIPE IS IN PLACE ADDITIONAL HAND SELECTED NATIVE MATERIAL MEETING THE REQUIREMENTS FOR BEDDING MATERIAL SHALL BE PLACED AND TAMPED AROUND THE PIPE FOR A MINIMUM OF 4- INCHES ABOVE THE CROWN OF THE PIPE. 3. CONNECTION TO EXISTING SEWER SYSTEM CONNECTIONS TO EXISTING LINES SHALL BE MADE ONLY WITH THE WRITTEN APPROVAL OF SOOS CREEK WATER & SEWER DISTRICT. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AND OTHER UTILITIES AT LEAST 48 HOURS IN ADVANCE OF ANY CONSTRUCTION AND MAKE THE NECESSARY ARRANGEMENTS WITH THE DISTRICT'S FIELD REPRESENTATIVE FOR THE CONNECTION TO THE EXISTING SEWER SYSTEM. THE CONTRACTOR SHALL FURNISH ALL MATERIAL, EQUIPMENT AND LABOR NECESSARY FOR MAKING THE CONNECTION UNDER THE SUPERVISION OF THE DISTRICT. THE 48-HOUR NOTICE. REQUIREMENT SHALL NOT COUNT SATURDAYS, SUNDAYS, AND HOLIDAYS. WORK SHALL NOT BE STARTED UNTIL ALL OF THE MATERIALS, EQUIPMENT AND LABOR NECESSARY TO PROPERLY COMPLETE WORK ARE ASSEMBLED ON THE SITE. ONCE WORK IS STARTED ON A CONNECTION, IT SHALL PROCEED CONTINUOUSLY WITHOUT INTERRUPTION AND AS RAPIDLY AS POSS113LE UNTIL THE CONNECTION IS COMPLETED. BEFORE ORDERING MATERIALS FOR ANY CONNECTION TO AN EXISTING MANHOLE, CONTRACTOR SHALL EXCAVATE THE MANHOLE AND VERIFY OUTSIDE DIAMETER OF ALL PIPES FOR DETERMINING TYPES OF FITTINGS TO BE USED. CONTRACTOR SHALL COORDINATE THE WORK WITH THE CONSTRUCTION REVIEW REPRESENTATIVE FOR THE DISTRICT. THE EXISTING SEWERS SHALL REMAIN IN SERVICE AT ALL TIMES. CONNECTIONS TO SANITARY SEWER MANHOLES SHALL BE MADE USING AN ASBESTOS -CEMENT MANHOLE ENTRY COUPLING, CONCRETE COUPLING OR KOR-N-SEAL BOOT. PIPE COf,+NECTIONS INTO THE ENTRY COUPLING SHALL BE SEALED WITH A RUBBER RING. THE PIPE TO MANHOLE CONNECTION SHALL BE WATERTIGHT. CONTRACTOR SHALL RE -CHANNEL EXISTING MANHOLE AS NECESSARY TO SMOOTHLY DIRECT THE FLOW INTO THE EXISTING SYSTEM. ANY LEAKS IN THE ENTRY COUPLINGS OR OTHER AREAS CREATED WHILE CONNECTING TO THE EXISTING MANHOLE SHALL BE SEALED WITH STRATA TECH ST-520 INJECTION RESIN OR APPROVED EQUAL. ALL WATER AND/OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND NOT BE PERMITTED TO ENTER THE EXISTING SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FLUSHING OUT AND CLEANING ANY EXISTING SEWERS INTO WHICH GRAVEL, ROCKS OR OTHER DEBRIS HAS ENTERED AS A RESULT OF THE CONTRACTOR'S OPERATIONS, AND SHALL PAY FOR REPAIR TO LIFT STATIONS OR OTHER FACILITIES DAMAGED BY THE CONTRACTOR'S OPERATIONS. ALL FLUSHING WATER SHALL BE: PUMPED FROM UPSTREAM MANHOLES OR SEWER LINES AND SHALL NOT BE ALLOWED TO ENTER THE EXISTING SEWER. WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM IS STONY OR OTHERWISE NON -UNIFORM THE TRENCH SHALL BE 4. SEPARATION OF UTILITIES OVER -EXCAVATED A MINIMUM OF 6 INCHES BELOW THE SPECIFIED GRADE AND A LAYER OF PIPE BEDDING MATERIAL SHALL BE FURNISHED AND PLACED BY THE CONTRACTOR TO THE SPECIFIED GRADE, AFTER THE PIPE IS IN PLACE ADDITIONAL HAND SELECTED NATIVE MATERIAL MEETING THE REQUIREMENTS FOR BEDDING MATERIAL SHALL BE MINIMUM SEPARATION BETWEEN SEWER AND WATER MAINS SHALL CONFORM TO SECTION C1-9.1 OF THE CRITERIA PLACED AND TAMPED AROUND THE PIPE FOR A MINIMUM OF 4 INCHES ABOVE THE CROWN OF THE PIPE. FOR SEWAGE WORKS DESIGN AS PUBLISHED BY THE DEPARTMENT OF ECOLOGY IN DECEMBER 1998. MINIMUM SEPARATION BETWEEN OTHER UTILITIES SHALL BE 6 INCHES WITH A SAND CUSHION. i IF THE NATIVE MATERIAL AT THE TRENCH BOTTOM IS UNSUITABLE FOR FOUNDATION PURPOSES OR WILL HAVE DIFFICULTY PROVIDING UNIFORM BEARING FOR THE PIPE, SUCH MATERIAL SHALL BE REMOVED AND REPLACED PUGET SOUND ENERGY VAULTS, HAND HOLES AND LIGHT STANDARDS SHALL BE LOCATED NO CLOSER THAN 10 WITH A MINIMUM OF 6 INCHES OF COMPACTED FOUNDATION MATERIAL. FEET FROM ANY SEWER MAINS AND STUB SERVICES. DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATION OF VAULTS, HAND HOLES, AND LIGHT STANDARDS WITH THE SEWER S TUB SERVICES. NO CONSTRUCTION SHALL START THE BEDDING MATERIAL SHALL BE CARRIED UP EVENLY ON BOTH SIDES OF THE PIPE SIMULTANEOUSLY IN UNTIL THE DEVELOPER HAS FURNISHED THE ENGINEER WITH A WORK SKETCH FROM PUGET SOUND ENERGY. APPROXIMATELY 6-INCH LAYERS AND EACH LAYER THOROUGHLY COMPACTED WITH APPROPRIATE TOOLS IN SUCH MANNER AS TO AVOID INJURING OR DISTURBING THE COMPLETED PIPELINE. ALL BEDDING AND NATIVE MATERIAL 5. THRUST BLOCKING SHALL BE STORED AWAY FROM THE EDGES OF EXCAVATION AND OFF THE PAVED ROADWAY AND SHOULDER. WHEN DIGGING NEAR FITTINGS ON EXISTING PIPELINES, TEMPORARY BLOCKING SHALL BE INSTALLED TO PREVENT ALL TRENCH BACKFILL SHALL BE MECHANICALLY COMPACTED TO 95% OF MAXIMUM DENSITY WITHIN THE RIGHT -OF- BLOWOUTS. BLOCKING SHALL ALLOW FOR ANY CONNECTIONS TO T! IE FITTING TO BE REMOVED WITHOUT DAMAGING WAY AND IN ALL AREAS (PAVED AND UNPAVED) WHERE STREETS, ROADWAY SHOULDERS, DRIVEWAYS, SIDEWALKS, OR THE FITTING. THRUST BLOCKING SHALL CONFORM TO THE STANDARD DETAILS. WHERE UNFAVORABLE GROUND PARKING LOTS WILL BE CONSTRUCTED OR RECONSTRUCTED OVER THE TRENCH EXCEPT FOR TRENCHES OVER 8 CONDITIONS ARE ENCOUNTERED, SPECIAL BLOCKING MAY BE REQUIRED AS DIRECTED BY THE ENGINEER IN THE FEET IN DEPTH. WHEN THE TRENCH DEPTH EXCEEDS 8 FEET, TRENCH BACKFILL UP TO 4 FEET FROM THE TOP OF FIELD. THE TRENCH MAY BE WATER SETTLED OR MECHANICALLY COMPACTED TO 90% OF THE MAXIMUM DENSITY. THE REMAINING TOP 4 FEET OF THE TRENCH SHALL THEN BE MECHANICALLY COMPACTED TO 95% OF THE MAXIMUM 6. SEWER MAIN TESTING - - - DENSITY. IN UNPAVED AREAS AND OTHER AREAS NOT SUBJECT TO VEHICULAR TRAFFIC, TRENCH BACKFILL FROM THE PIPE TO WITHIN 3 FEET OF THE SURFACE SHALL BE COMPACTED TO 90% OF 'IHE MAXIMUM DENSITY. THE GRAVITY SEWERS AND APPURTENANCES SHALL BE TESTED AFTER EACKFILLING BY THE LOW-PRESSURE AIR UPPER 3 FEET SHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY. METHOD, EXCEPT WHERE THE GROUND WATER TABLE IS SUCH THAT THE ENGINEER MAY REQUIRE THE INFILTRATION TEST. ALL DENSITIES SHALL BE DETERMINED BY TESTING PER THE MODIFIED PROCTOR METHOD, ASTM D1557. THE a DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING DENSITY TEST REPORTS CERTIFIED BY A FINAL ACCEPTANCE OF THE SEWER MAIN INSTALLATION WILL BE SUBJECT TO THE DISTRICT'S RESOLUTION NO. PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. A MINIMUM OF ONE TEST SHALL BE TAKEN 1904-S, WHICH ALLOWS A MAXIMUM PONDING DEPTH OF 3/4-INCP. IN THE EVENT OF CONFLICTS BETWEEN THE WITHIN EVERY 500 FEET OF TRENCH LENGTH AND AT DEPTHS UP TO 50% OF TRENCH DEPTH, OR AS DIRECTED BY 3 THE RESIDENT PROJECT REPRESENTATIVE OR GOVERNING ROAD AGENCY. COMPACTION OF LATERALS OR SERVICE STANDARDS ESTABLISHED IN RESOLUTION N0. 1904_ S AND THE STANDARDS SPECIFIED IN SECTION 7-17.3(2) OF LINE TRENCHES SHALL BE TESTED WHERE DIRECTED BY THE RESIDENT PROJECT REPRESENTATIVE OR GOVERNING THE STANDARD SPECIFICATIONS, THE STANDARDS OF THE RESOLUTION WILL TAKE PRECEDENCE. � ROAD AGENCY. TESTING OF CDF SHALL BE IN ACCORDANCE WITH ASTM D4832. 1 7. REPAIR OF PIPELINE FAILURES 00 BACKFILL SHALL BE PLACED IN UNIFORM LOOSE LAYERS NO MORE THAN 12—INCHES THICK AND MECHANICALLY COMPACTED AS SPECIFIED. IN ANY TRENCH WHERE THE SPECIFIED COMPACTION CANNOT BE ACHIEVED WITH BROKEN OR OTHERWISE DEFECTIVE PIPE SHALL BE REMOVED AND REPLACED. REPAIR BANDS OR CLAMPS SHALL NATIVE BACKFILL, THE TOP 4 FEET SHALL BE REPLACED AND COMPACTED TO 95% OF THE MAXIMUM DENSITY USED TO REPAIR BROKEN PIPE. 3 WITH IMPORTED BANK RUN GRAVEL. THE ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION TEST AT NOT BE zANY TIME ON THE BACKFILL MATERIAL. 8. JACKED CROSSING z w IN CUTS TRANSVERSE TO THE ROAD ALIGNMENT AND AT ALL UTILITY CROSSINGS, THE ENTIRE TRENCH SHALL BE BACKFILLED WITH CRUSHED SURFACING. BACKFILL SHALL BE PLACED AND MECHANICALLY COMPACTED IN 1-FOOT AT LOCATIONS SHOWN ON THE DRAWINGS, SEWER MAIN CROSSINGS OF ARTERIAL STREETS SHALL BE MADE BY 00 o MAXIMUM LIFTS. AFTER BACKFILL AND COMPACTION, AN IMMEDIATE COLD MIX PATCH SHALL BE PLACED AND JACKING, DRIVING, OR AUGURING A STEEL CASING PIPE BENEATH THE SURFACE. ALIGNMENT AND GRADE OF o MAINTAINED IN A MANNER ACCEPTABLE TO THE GOVERNING AGENCY'S INSPECTOR UNTIL REPLACED WITH A CASINGS FURNISHED SHALL BE SUCH THAT NO ADDITIONAL FITTING') ARE NECESSARY TO MAKE THE CONNECTION. o PERMANENT HOT MIX PATCH. IF THE CASING DOES NOT MEET THIS REQUIREMENT, IT SHALL BE ABANDONED BY FILLING THE CASING WITH MOIST g SAND AND A NEW CASING INSTALLED TO MEET THE LINE AND GRADE REQUIREMENTS. NO OPEN EXCAVATION SHALL i ALL PIPE AND FITTINGS SHALL BE LAID "IN THE DRY" UNLESS OTHERWISE APPROVED BY ENGINEER. TRENCH BE MADE CLOSER THAN 6 FEET FROM THE EDGE OF PAVEMENT. DIAMETER OF CASING PIPE SHALL BE SUFFICIENT EXCAVATIONS SHALL BE DEWATERED BY USING WELL POINT SYSTEMS, SUMPS WITH PUMPS OR OTHER METHODS TO ALLOW INSTALLATION OF THE SEWER MAIN. WALL THICKNESS SHALL BE SUFFICIENT TO WITHSTAND APPROVED BY THE ENGINEER. DEWATERING SYSTEMS SHALL BE USED IN ACCORDANCE WITH GOOD STANDARD INSTALLATION FORCE AND HIGHWAY LOADING WITH A MINIMUM THICKNESS OF 1/4-INCH. AFTER THE SEWER Z PRACTICE AND SHALL BE EFFICIENT ENOUGH TO LOWER THE WATER LEVEL IN ADVANCE OF THE EXCAVATION MAIN HAS BEEN ADJUSTED TO GRADE, MOIST SAND SHALL BE TAMPED INTO THE CASING PIPE SO THAT ALL AND MAINTAIN IT CONTINUOUSLY TO KEEP THE TRENCH BOTTOM AND SIDES FIRM AND DRY. CONTRACTOR VOIDS WILL BE FILLED. MANUFACTURED CASING SPACERS THAT PROHIBIT MOVEMENT OF THE PIPE IN ANY w SHALL SUBMIT THE DEWATERING PLAN TO ENGINEER FOR REVIEW AT LEAST 10 DAYS PRIOR TO COMMENCING DIRECTION WITHIN THE CASING MAY BE USED IN LIEU OF FILLING THE VOID BETWEEN THE SEWER MAIN AND ANY DEWATERING WORK. ALL DEWATERING EFFLUENT SHALL BE ROUTED THROUGH A DEWATERING POND THE CASING WALL WITH SAND. PRIOR TO RELEASE. 9. WATER SUPPLY GROUNDWATER SHALL BE CONTROLLED SUCH THAT SOFTENING OF THE BOTTOM OF EXCAVATIONS OR FORMATION 0 0 OF "QUICK" CONDITIONS OR "BOILS" DURING EXCAVATION SHALL BE PREVENTED AND NO SOIL SHALL BE ERODED WATER SUPPLY FOR FILLING, TESTING AND FLUSHING OF THE NEW SEWER MAINS MAY BE AVAILABLE FROM THE N INTO THE EXCAVATION FROM THE SIDES OF EXCAVATION. DEWATERING SYSTEMS SHALL BE DESIGNED AND EXISTING WATER DISTRIBUTION SYSTEM. HOWEVER, THE WATER DISTRICT WILL BILL THE CONTRACTOR FOR THE Z OPERATED SO AS TO PREVENT REMOVAL OF THE NATURAL SOILS. CONTRACTOR SHALL AT ALL TIMES HAVE ON WATER USED AT THEIR CURRENT FIRE HYDRANT METER RATE. THE CONTRACTOR MAY PROVIDE HIS OWN METERING FA 0 HAND SUFFICIENT PUMPING EQUIPMENT AND MACHINERY IN GOOD WORKING CONDITION FOR ALL ORDINARY FACILITIES TO THE SATISFACTION OF THE WATER DISTRICT OR ACCEPT THE QUANTITIES ESTIMATED BY THE WATER Of EMERGENCIES, INCLUDING POWER OUTAGES, AND SHALL HAVE AVAILABLE AT ALL TIMES COMPETENT WORKERS DISTRICT. FOR THE OPERATION OF SAID EQUIPMENT. 10. EXISTING UTILITIES CONTRACTOR SHALL CONTROL SURFACE RUNOFF SO AS TO PREVENT ENTRY OR COLLECTION OF WATER IN w EXCAVATIONS. CONTRACTOR SHALL MAINTAIN THE UNDISTURBED STATE OF THE FOUNDATION SOILS AND ALLOW EXISTING UTILITIES SHOWN ON THE DRAWINGS HAVE BEEN PLOTTED FROM THE BEST INFORMATION AVAILABLE TO THE PLACEMENT OF ANY BACKFILL TO THE REQUIRED DENSITY. THE RELEASE OF IROUNDWATER TO ITS STATIC THE ENGINEER. UNDER NO CIRCUMSTANCES WILL ERRORS OR OMISSIONS IN THE LOCATION OF UTILITIES OR z LEVEL SHALL BE PERFORMED IN SUCH A MANNER AS TO MAINTAIN THE UNDISTURBED STATE OF THE NATURAL IMPROVEMENTS BE CONSIDERED AS A BASIS FOR EXTRA OR ADDITIONAL COMPENSATION TO THE CONTRACTOR. THE > FOUNDATION SOILS, PREVENT DISTURBANCE OF COMPACTED BACKFILL, AND PREVENT FLOTATION OR MOVEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES WELL ENOUGH IN ADVANCE OF THE w OF STRUCTURES AND PIPELINES. EXCAVATION TO PREVENT DAMAGE DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PERMIT REQUIREMENTS AND PROVISIONS FOR DAMAGE RESULTING FROM HIS OPERATIONS ON THE PROJECT. MONITORING AND MANAGING WATER DISCHARGED FROM THE EXCAVATION, 11. WARRANTY PERIOD 0 00 THE DEVELOPER MAKING THE APPLICATION FOR A LINE EXTENSION, AND HIS CONTRACTOR, SHALL BE RESPONSIBLE N FOR THE MATERIALS AND FOR SATISFACTORY OPERATION OF THE FACILITY FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE OF THE COMPLETED PROJECT AND THE BILL OF SALE TO THE DISTRICT. w Q 0 c� z 0 J Ll w Q 0 m 0 z O 0 cq CD 0 V) cr a W co O 0 a a ao d. �I d d co U Q J W aQ o 00 0 Z W0 � U pQ aQ O O U 7 C: o 0 J W M Z o Y N Qo rn m L > 2 (] a�cuC" a c Zo OR c ti U Z Ua L o a->i 04 m N CO Fes- U_ ao � ® Y -- m m a� • ® LL c Q . � ao ° � c w mc ® "c W N 0 Q 09 con ° > W z p �U o Zg> wo WIZ Uw z o � } o U) w � zow IllO� co o BASE MAP I SHEET 2 OF 4 1 DRAWING MATERIALS 1. PIPE GRAVITY SEWERS AND SERVICES SHALL BE CONSTRUCTED OF PVC PIPE CONFORMING TO SECTION 9-05.12 OF THE STANDARD SPECIFICATIONS UNLESS SHOWN OTHERWISE ON DRAWINGS. PVC GRZITY SEWER MAIN AND PVC GRAVITY SEWER SERVICE PIPE SHALL BE CONSIDERED FLEXIBLE CONDUIT. PVC COMPOUND SHALL MEET THE REQUIREMENTS OF ASTM D 1784 FOR CLASS 12454-B PVC, DUCTILE IRON PIPE (CLASS 52) MAY BE USED IN LIEU OF PVC PIPE PROVIDED THE DUCTILE IRON PIPE IS LINED WITH EPDXY, POLYURETHANE, OR SEWPERCOAT AS MANUFACTURED BY LAFARGE CALCIUM ALUMINATES OR APPROVED EQUAL. ALL LININGS SHALL BE APPLIED PER THE MANUFACTURER'S RECOMMENDATIONS. A. EPDXY -LINED DUCTILE IRON PIPE AND POLY -LINED DUCTILE IRON PIPE SHALL HAVE EPDXY OR POLYURETHANE, RESPECTIVELY, APPLIED TO ALL EXPOSED INTERIOR SURFACES PER THE MANUFACTURER'S RECOMMENDATIONS, B. POLYURETHANE LININGS SHALL CONSIST OF POLYISOCYANATE RESIN AND POLYOL RESIN MIXED AT A 1:1 RATIO AT THE TIME OF THE APPLICATIONS AND APPLIED TO A DRY FILM THICKNESS OF 40 MILS (0.040 INCHES). COATING THICKNESS WITHIN THE BELL SOCKET INTERIOR AND ON THE SPIGOT END OF ]HE PIPE EXTERIOR SHALL BE 8 MILS (0.008 INCHES) NOMINAL WITH A MAXIMUM THICKNESS OF 10 MILS (0.010 INCHES) IN ORDER TO MINIMIZE POTENTIAL DIMENSIONAL ASSEMBLY PROBLEMS. THICKER COATS MAY BE ALLOWED PROVIDED FINAL DIMENSIONS ARE WITHIN ALLOWABLE TOLERANCES AFTER THE COATING. THE LINING SHALL, PROVIDE AN ASTM D16 TYPE V SYSTEM. C. SEWPERCOAT IS A CALCIUM ALUMINATE MORTAR MADE OF FUSED CALCIUM ALUMINATE AND CALCIUM ALUMINATE AGGREGATES. THE LINING SHALL BE APPLIED TO A THICKNESS OF 125 MILS 10.125 INCHES) FOR 12-INCH AND SMALLER DIAMETER PIPES AND 3/16 INCHES FOR PIPES LARGER THAN 12 INCI-IES IN DIAMETER. CRACKS IN THE LINING, OTHER THAN CLOSED HAIRLINE CRACKS AND/OR FINE CRAZING ARE NOT ACCEPTABLE. A SEAL COAT SHALL BE APPLIED TO ANY SEWPERCOAT LINING. D. THE EXTERIOR OF ALL DUCTILE IRON PIPES SHALL BE COATED WITH 1 MIL (0.001 INCHES) OF BITUMINOUS PAINT ACCORDING TO ANSI/AWWA C151 /A21.51. 2. SIDE SEWER SERVICES ALL SIDE SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SECTION 7-18 OF THE STANDARD SPECIFICATIONS AND THE CURRENT RESOLUTIONS OF THE DISTRICT, WHICH ARE INCORPORATED HEREIN BY REFERENCE. SIDE SERVICE CONSTRUCTION SHALL FOLLOW THE INSTALLATION OF MAIN LINES AS CLOSELY AS PRACTICAL IN THE OPINION OF THE DISTRICT. CONTRACTOR SHALL INSTALL THE PIPE TO A MINIMUM DEPTH AT THE PROPERTY LINE OF 5 FEET BELOW THE FLOOR TO BE SERVED OR 5 FEET BELOW THE STREET CENTERLINE WHICHEVER IS DEEPER. IN CASES OF VACANT PROPERTIES OR PROPERTIES VACANT BEYOND 150 FEET FROM SEWER MAIN, THE SIDE SEWER SHALL BE CONSTRUCTED WITH A MINIMUM SLOPE OF 2% FROM THE TEE, UNLESS OTHERWISE APPROVED BY THE DISTRICT IN WRITING. ALL STUB SERVICES SHALL TERMINATE WITH A 6-INCH WATERTIGHT CAP AT THE PROPERTY AND/OR EASEMENT LINE, OR 10 FEET PAST AT THE OPTION OF THE DEVELOPER. ALL ENDS OF STUB SERVICES SHALL BE MARKED BY A 12-GAUGE GALVANIZED WIRE AND A 2-INCH BY 4-INCH TIMBER. THE WIRE SIiALL EXTEND VERTICALLY FROM THE CAPPED END TO THE GROUND SURFACE AND SHALL BE ATTACHED TO THE TIMBER FROM END TO END. THE TIMBER SHALL EXTEND FROM THE CAPPED END TO A MINIMUM OF 12 INCHES ABOVE THE GROUND AND SHALL BE PAINTED TRAFFIC WHITE WITH THE WORD "SEWER" STENCILED ON WITH BLACK PAINT. THE END OF THE TIMBER SHALL BE MARKED IN PERMANENT INDELIBLE INK WITH THE LENGTH OF THE TIMBER INSTALLED. NEITHER THE WIRE NOR 2" X 4" TIMBER SHALL BE SECURED OR ATTACHED TO THE SEWER PIPE. ALL SIDE SERVICES SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN LINE SEWER IS TESTED FOR ACCEPTANCE. ALL 6-INCH STUBS INTO MANHOLES TO MATCH CROWNS. m 1 3. MANHOLES MANHOLES SHALL BE PRECAST CONCRETE UNLESS OTHERWISE SPECIFIED. MANHOLES SHALL BE SIZED AS 3 INDICATED ON THE DRAWINGS AND SHALL CONFORM TO WSDOT/AWWA STANDARD PLAN B-23A EXCEPT WITH > ECCENTRIC REDUCING CONES. POURED IN PLACE BASES SHALL NOT BE ALLOWEC. MAXIMUM ALLOWABLE aa_ DIMENSION FROM TOP OF CONE TO TOP OF CASTING SHALL BE 20 INCHES - co INTERNAL CONCRETE CHANNELS, BENCHES AND FILLETS SHALL BE FORMED USING LOW SHRINKAGE CLASS 4000D 5 SACK MIX WITH PEA GRAVEL TO 5/8-INCH (MAX SIZE) AGGREGATE CONFORMING TO SECTION 6-02.3 OF THE 1 (n STANDARD SPECIFICATIONS. THE WATER -CEMENT RATIO SHALL NOT EXCEED 0.38. A WATER REDUCING ADMIXTURE o SHALL BE INCLUDED IN THE MIX. z LADDER RUNGS SHALL BE 1-INCH DIAMETER DEFORMED BAR, GALVANIZED SAFETY -TYPE STEPS OR POLYPROPYLENE w SAFETY STEPS MEETING THE REQUIREMENTS OF ASTM C478, AASHTO M-199, AND ALL WISHA AND OSHA c SPECIFICATIONS. THE POLYPROPYLENE, CONFORMING TO ASTM D 4101, SHALL BE INJECTION MOLDED AROUND A 0 1/2-INCH ASTM A 615 GRADE 60 STEEL REINFORCING BAR. 0 COVERS SHALL BE OLYMPIC FOUNDRY MODEL NO. MH30 ADT OR APPROVED EQUAL AND SHALL BE 24-INCH o DIAMETER CAST IRON OR DUCTILE IRON WITH THREE 5/8 INCH DIAMETER X. 1 1/2. INCH LONG COUNTI=RSU NK Iv.L. STAINLESS STEEL SOCKET HEAD CAP SCREWS AND SINGLE 1-INCH DIAMETER LIFT HOLE LOCATED APPROXIMATELY 3 INCHES FROM THE OUTSIDE EDGE OF THE COVER. PROVIDE 5/8 INCH X 2 1/2 INCH STAINLESS STEEL CARRIAGE BOLT INSTALLED IN MANHOLE LIFT HOLE. LIDS SHALL HAVE A NON-SKID PATTERN CAST INTEGRALLY ON TOP WITH z THE WORD "SEWER" CAST IN 3-INCH RAISED LETTERS. RING AND COVER SHALL HAVE ONE OF THE LOCK DOWN BOLTS CENTERED DIRECTLY OVER THE ACCESS LADDER. ALL MANHOLE COVERS LOCATED IN SIDEWALKS OR DRIVEWAYS SHALL BE OLYMPIC FOUNDRY NO. 30 ADT SMOOTH DESIGN OR APPROVED EQUAL WITH LOCKING LID AND 6-INCH CASTING RING AND THE WORD "SEWER" CAST INTEGRALLY ON TOP IN 3-INCH RAISED LETTERS. to N MANHOLE SECTIONS SHALL HAVE RUBBER GASKET JOINTS CONFORMING TO ASTM C 443. ALL MANHOLE JOINTS AND PICK HOLES SHALL BE SEALED FROM THE INSIDE AND THE OUTSIDE WITH A SAND AND PORTLAND CEMENT Q CONCRETE MIX. CONTRACTOR SHALL PROVIDE AN 8-INCH THICK BY 6-FOOT WIDE ASPHALT OR CONCRETE COLLAR AROUND THE RIMS OF ALL MANHOLES LOCATED IN UNIMPROVED AREAS, LANDSCAPED AREAS, EASEMENTS, AND ALL OTHER UNPAVED AREAS. THE ASPHALT OR CONCRETE COLLAR SHALL SLOPE AWAY FROM THE MANHOLE RIM. w z 4. IMPORTED GRAVEL MATERIAL U > PIPE BEDDING SHALL CONFORM TO SECTION 9-03.16 OF THE STANDARD SPECIFICATIONS. FOUNDATION GRAVEL w SHALL CONFORM TO SECTION 9-03.17 OF THE STANDARD SPECIFICATIONS. BANKRUN GRAVEL FOR TRENCH a BACKFILL SHALL CONFORM TO SECTION 9-03.19 OF THE STANDARD SPECIFICATIONS, EXCEPT AT TRANSVERSE CUTS TO THE ROAD ALIGNMENT OR AT UTILITY CROSSINGS, WHICH SHALL BE BACKFILLED WITH CRUSHED GRAVEL SURFACING. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND DISPOSING OF ANY EXCESS EXCAVATED o SOIL MATERIAL AT AN APPROVED DISPOSAL SITE. 1-1 00 N r w r. i( i� 0- 5. CRUSHED GRAVEL SURFACING CRUSHED GRAVEL SURFACING SHALL CONFORM TO THE REQUIREMENTS OF SECTION 9-03.9(3) OF THE STANDARD SPECIFICATIONS. 6. ASPHALT CONCRETE PATCH AND OVERLAY ASPHALT CONCRETE SURFACING FOR PATCHING AND OVERLAY SHALL CONFORM TO SECTION 5-04.2 AND 5-04.3 OF THE STANDARD SPECIFICATIONS. ASPHALT CONCRETE SURFACING SHALL MEET CLASS B GRADING REQUIREMENTS. SURFACE RESTORATION 1. OFFSITE SURFACE RESTORATION ALL PAVED OR UNPAVED SURFACES OR EASEMENTS SHALL 13E RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED PRIOR TO CONSTRUCTION. CONSTRUCTION AREA IN ALL UNIMPROVED AREAS SHALL BE FINE GRADED UPON SUCCESSFUL INSTALLATION OF THE SEWER IMPROVEMENTS. ALL TREES, SHRUBS AND OR OTHER IMPROVEMENTS SHALL BE SAVED, RELOCATED, OR REPLACED BY CONTRACTOR UNLESS NOTED OTHERWISE ON THE DRAWINGS OR IN THE EASEMENT STIPULATIONS. RESTORATION SHALL BE TO THE SATISFACTION OF THE DISTRICT, PROPERTY OWNER, OR GOVERNING ROAD AGENCY. PRECONSTRUCTION PHOTOGRAPHS SHALL BE USED TO APPROVE RESTORATION. 2. ROAD SHOULDER RESTORATION WITHIN RIGHT-OF-WAY THE EXISTING SURFACING OF DISTURBED ASPHALT SHOULDERS SHALL BE REMOVED TO A MINIMUM DEPTH OF 6 INCHES BELOW ORIGINAL STREET GRADE TO PROVIDE FOR PLACEMENT OF THE NEW SUBGRADE AND PAVING. THE SUBGRADE SHALL BE CONSTRUCTED OF 1 1/4-INCH MINUS CRUSHED SURFACING BASE COURSE PLACED TO A COMPACTED THICKNESS OF 2 1/2 INCHES, FOLLOWED BY 5/8-INCH MINUS CRUSHED SURFACING TOP COURSE PLACED TO A COMPACTED THICKNESS OF 1 1/2 INCHES. CLASS B ASPHALT CONCRETE SHALL THEN BE PLACED AND COMPACTED IN 2-INCH LIFTS UP TO A MAXIMUM 4-INCH THICKNESS TO MATCH EXISTING PAVEMENT THICKNESS. MINIMUM THICKNESS SHALL BE 2 INCHES. THE SHOULDER SHALL BE REPLACED TO THE EXISTING FOG LINE IN AREAS WHERE THE EXISTING ASPHALT SHOULDER IS SERIOUSLY DISTURBED, OR AT THE ENGINEER'S DISCRETION. RESTORATION OF GRAVEL SHOULDERS SHALL INCLUDE A MINIMUM OF 1 1/2 INCHES OF CRUSHED SURFACING TOP COURSE AND 2 1/2 INCHES OF CRUSHED SURFACING BASE COURSE. 3. ASPHALT SURFACE RESTORATION WITHIN RIGHT-OF-WAY THE EXISTING ASPHALT SURFACE SHALL BE CUT ON A NEAT LINE BY SAWCUTTING, JACK -HAMMERING OR OTHER APPROVED METHOD PRIOR TO EXCAVATION TO PROVIDE A CONTINUOUS LINE. FOLLOWING PROPER BACKFILL AND COMPACTION OF THE TRENCH, THE EDGES OF THE SURFACIN'7 SHALL BE RETRIMMED 6 INCHES WIDER THAN THE EXCAVATION WITH STRAIGHT VERTICAL EDGES FREE FROM IRI"'EGULARITIES. A 1 1/4-INCH MINUS CRUSHED SURFACING BASE COURSE SHALL BE PLACED TO A COMPACTED THICKNESS OF 4 1/2 INCHES, FOLLOWED BY 5/8- INCH MINUS CRUSHED SURFACING TOP COURSE PLACED TO A COMPACTED THICKNESS OF 2 INCHES. CLASS B ASPHALT CONCRETE SHALL THEN BE PLACED AND COMPACTED IN 2-INCH LIFTS TO MATCH THE EXISTING THICKNESS AND GRADE OF THE ORIGINAL SURFACE. ASPHALT PATCH SHALL HAVE A MINIMUM THICKNESS OF 2 INCHES AND A MAXIMUM THICKNESS OF 4 INCHES. THE ASPHALT PATCH SHALL THEN BE OVERLAID WITH A MINIMUM OF 1 1/2 INCHES COMPACTED CLASS B ASPHALT CONCRETE. ASPHALT OVERLAY SHALL BE PRE -LEVELED AS DETERMINED BY THE RESIDENT PROJECT REPRESENTATIVE OR ENGINEER. NO OVERLAY SHALL BE REQUIRED IF THE FINAL TRIMMED EDGE OF THE ASPHALT PATCH DOES NkOT ENCROACH INSIDE THE FOG LINE OR, IN LIEU OF A FOG LINE, WITHIN 12 FEET FROM THE EXISTING CENTERLINE OF THE ROAD. ENGINEER RESERVES THE RIGHT TO REQUIRE AN OVERLAY ON ANY SECTION. IF THE EDGE OF THE ROAD IS CURB AND GUTTER, THEN THE ASPHALT PATCH SHALL EXTEND TO THE EDGE OF THE CURB UNLESS INDICATED OTHERWISE BY THE ENGINEER OR GOVERNING ROAD AGENCY. ALL ASPHALT JOINTS SHALL BE SEALED WITH APPROVED SEALER. CONTRACTOR SHALL REPLACE EXISTING STRIPING AND PAVEMENT MARKINGS AS REQUIRED BY THE ROAD AGENCY WITH JURISDICTION. CONTRACTOR SHALL MAINTAIN TEMPORARY COLD OR HOT MIX ASPHALT PATCHES DAILY DURING CONSTRUCTION TO THE SATISFACTION OF THE GOVERNING ROAD AGENCY AND THE ENGINEER UNTIL SAID PATCH IS REPLACED WITH A PERMANENT HOT PATCH. THE PERMANENT HOT MIX ASPHALT PATCH SHALL BE PLACED AND SEALED WITH A PAVING GRADE ASPHALT WITHIN 30 CALENDAR DAYS. CONCRETE PAVEMENT SHALL BE RESTORED CONSISTENT WITHSECTION 6-02 OF THE STANDARD SPECIFICATIONS. ANY CONCRETE PAVEMENT TRAFFIC LANE AFFECTED BY THE TRENCHING SHALL HAVE ALL AFFECTED PANELS REPLACED. CEMENT CONCRETE PAVEMENT SHALL BE RESTORED WITH AN 8-SACK MIX, USING EITHER TYPE 11 OR TYPE III CEMENT WITHIN 30 CALENDAR DAYS. 4. CURBS, GUTTERS, AND SIDEWALKS EXISTING CURBS, GUTTERS, AND SIDEWALKS DAMAGED BY CONSTRUCTION OF THE PROJECT OR THE CONTRACTOR'S USE AND ACTIVITY, SHALL BE REPAIRED TO THE SATISFACTION OF. THE PROPERTY OWNER, THE DISTRICT, THE ROAD AGENCY WITH JURISDICTION, AND TO ITS ORIGINAL CONDITION OR BETTER. 5. NON -PAVEMENT RESTORATION WITHIN RIGHT-OF-WAY CULTIVATED LAWNS SHALL BE RESTORED WITH SOD. RESEEDING OF CULTIVATED LAWNS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF PROPERTY OWNER, DISTRICT, AND ENGINEER. UNCULTIVATED LAWNS, PASTURE AND VACANT LAND SHALL BE RESTORED WITH A PASTURE GRASS MEETING THE FOLLOWING REQUIREMENTS. SEED MIX: 40% PERENNIAL RYEGRASS 10% WHITE CLOVER 30% FESCUE 20% RED CREEPING FESCUE APPLY AT THE RATE OF 100 POUNDS PER ACRE MULCH: SILVA FIBER MULCH APPLIED AT 1500 TO 2000 POUNDS PER ACRE. FERTILIZER: COMMERCIAL MIX 10/20/20 OF NITRATE, PHOSPHATE AND POTASH APPLIED AT RATE OF 450 POUNDS PER ACRE. 6. FINAL UTILITY ADJUSTMENT TO FINISH GRADE ALL UTILITY COVERS WHICH ARE LOCATED ON PROPOSED ASPHALT ROADWAYS SHALL BE TEMPORARILY PLACED AT SUB -GRADE ELEVATION PRIOR TO PLACING CRUSHED SURFACING MATERIAL. FINAL ADJUSTMENT OF ALL COVERS AND ACCESS ENTRIES SHALL BE MADE FOLLOWING FINAL PAVING BY SAW -CUTTING OR NEAT -LINE JACK - HAMMERING OF THE PAVEMENT AROUND LIDS AND COVERS. OPENING SHOULD NOT BE LARGER THAN 12 INCHES BEYOND THE RADIUS OF THE COVER. CONTRACTOR SHALL THEN REMOVE BASE MATERIAL, SURFACING COURSE, AND FRAME; ADD RAISING BRICKS; AND REPLACE FRAME AND COVER TO FINISH GRADE. FILL AND MECHANICALLY COMPACT AROUND THE STRUCTURE AND FRAME WITH CRUSHED SURFACING MATERIAL OR ATB, OR POUR A 5-INCH MINIMUM THICKNESS OF CONCRETE CLASS 3000 TO WITHIN 2 INCHES OF THE SURFACE. FILL THE REMAINING 2 INCHES WITH ASPHALT CONCRETE CLASS B HOT MIX, COMPACTED AND SEALED TO PROVIDE A DENSE, UNIFORM SURFACE. FINAL ADJUSTMENT OF ALL COVERS AND ACCESS ENTRIES SHALL BE COMPLETED WITHIN 30 DAYS OF FINAL PAVING. 7. FINAL CLEANUP THE DEVELOPER/CONTRACTOR SHALL CLEANUP ALL ADJACENT AREAS IN COMPLIANCE WITH SECTION 1-04.11 OF THE STANDARD SPECIFICATIONS. STREETS AND ROADWAYS SHALL BE CLEANED AND SWEPT BOTH DURING AND AFTER THE INSTALLATION WORK. DISTURBED SOILS SHALL BE FINAL GRADED, SEEDED, AND MULCHED AFTER INSTALLATION OF THE SEWER MAIN. IN LIMITED AREAS SEEDING AND MULCHING BY HAND, USING APPROVED METHODS, WILL BE ACCEPTABLE. DITCH LINES WITH ERODIBLE SOIL OR SUBJECT TO RAPID FLOWS MAY REQUIRE SEEDING, JUTE MATTING, NETTING, OR ROCK LINING TO CONTROL EROSION. ANY SILTING OF DOWNSTREAM DRAINAGE FACILITIES, WHETHER DITCHES OR PIPE AND CATCH BASINS, WHICH RESULTS FROM THE SEWER MAIN INSTALLATION SHALL BE CLEANED OUT AND THE WORK SITE RESTORED TO A STABLE CONDITION AS PART OF SITE CLEANUP. 8. TRAFFIC CONTROL THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR INTERIM TRAFFIC CONTROL DURING CONSTRUCTION ON OR ALONG TRAVELED COUNTY ROADWAYS. TRAFFIC CONTROL SHALL FOLLOW THE GUIDELINES OF SECTION 1-07.23 OF THE STANDARD SPECIFICATIONS. ALL BARRICADES, SIGNS, AND FLAGGING SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD MANUAL. SIGNS SHALL BE LEGIBLE AND VISIBLE AND SHOULD BE REMOVED AT THE END OF EACH WORK DAY IF NOT APPLICABLE AFTER CONSTRUCTION HOURS. WHEN ROAD CLOSURES CANNOT BE AVOIDED, THE DEVELOPER OR CONTRACTOR SHALL POST "TO BE CLOSED" SIGNS A MINIMUM OF FIVE DAYS PRIOR TO THE CLOSING. THE TYPES AND LOCATIONS OF THE SIGNS SHALL BE SHOWN ON A DETOUR PLAN. A DETOUR PLAN MUST BE PREPARED AND SUBMITTED TO THE DISTRICT'S FIELD REPRESENTATIVE AND APPROVED BY THE GOVERNING ROAD AGENCY PRIOR TO CLOSING ANY ROADWAYS. IN ADDITION, THE DEVELOPER/ CONTRACTOR MUST NOTIFY IN WRITING ALL LOCAL FIRE, SCHOOL, LAW ENFORCEMENT AUTHORITIES, METRO TRANSIT, AND ANY OTHER AFFECTED PERSONS AS DIRECTED BY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST FIVE DAYS PRIOR TO THE ROAD CLOSURE. b w Q ° m 0 z Ll j ao o co 1�1 -2 o `D q N CL U o (n Q w m a-Q OQ Q Q U U o � co J W a> Z c o Y v) oo In L > ° J m CD c w (D�; ao ,. 04 U z a �- CD a)-4 v B.. N CO Fes - LL 0o L - m ® ° J ® LL "0 Ld Q z 4 c W mc ® W N_ 0LAJ Q a BASE MAP I SHEET 3 OF 4 ' DRAWING C C9 Ll N Q I 00 0 N 3 z 0 V) W 00 fi 0 0 O 0 Li. w z W J Ll z STD. 24"0 MANHOLE FRAME w/ LOCKING LID w a O Of a OWNED & MAINTAINED I OWNED & MAINTAINED 20"MAX. BY LOT OWNER BY SEWER DISTRICT ECCENTRIC CONE _ _ 10' (TYP.) DISTANCE VARIES w (PLAT UTILITY EASEMENT) z I w ° ° J Q I IZ ° COMMON UTILITY SIDEWALK d TRENCH (PWR, TEL, GAS, ETC.) I CURB ( I ro °z STREET SURFACE I / I / ( SECTIONS AS NEEDED I z I INSTALL I ° 6"x6"x6"TEST 6"CAP ;�, I TEE W/PLUG _ I PROPERTY LINE BASE SECTION- ---------------------- 2% MIN. SLOPE � CQ 2009,' MAX. SLOPE -- � � 0 a hz ~' � v CQ 6" PVC SEWER o a a >. w o ° wCQ Y ��s M NOTE SERVICE PIPE 8"x6" TEE ° ° °° �o`� w DEVELOPER/CON TRACTOR MAY (TYPICAL) ►7 r� W EXTEND STUB SERVICE DURING SEWER MAIN CONSTRUCTION. 8" SEWER MAIN � (TYPICAL) NOTE: A MINIMUM OF ONE ADJUSTMENT RING SHALL BE � INSTALLED BETWEEN THE TOP OF CONE &THE MANHOLE p ELEVATION COVER. 4Q rCO o I N � a U o s STUB SERVICE CONSTRUCTION DETAIL s STANDARD MANHOLE DETAIL 27 NTS 0- Q LI NTS a- �Q 0 o o w m ° oQ 0 o _ o J co J Uzi :• Z � 0 N 2 m Q m O J C cD ao > N c" Q LL t?A C ® Y N i ® u- C Q Ca0 a O z C W mc — H O z _ Q ® w N U O W W _U O W u V/ w Lf) F- w ® w W�, z0� W C v! w U w W Z Vl O Cn W 0 C'6 w U) v / BASE MAP SHEET 4 OF 4 DRAWING Y U rF X X U) X N 88016'46" W 128.31' • _ X X X X — —' — — X X SETBACI OT 1 II o o 5141 TOTAL 74 9 SQ FT (0.17 AC) SETBACK I II e I/. A��_ II_ I _ _ 50.00' ` — — ------ — N 88� 6'46"W 51-0" 1 SETBACK I— — -- — -- — -- Y U i I F-0" CO LO W SETBACK CO N LO Ix co I No II co r- 3co I II P Ix LO W j D 0 X W v N _ 78.36' o I I I I Y 88°1646" W — `I w w I-- W W CO I I I LO ~ Y A_ — — I I — w II I I S I S SS S QS Ix I \ I LOPE W 3" STORM WATER FORCE MAIN N 88° 6 46" Wj 38.21' -- o II I o I " CD C 0 1u0 ____ I STORM ATER & UTIL EASEMENT I I I I 5'-0" — —Q Ix I I SETBACK o 0 (E) CLEAN OUT LO� I I W I TOTAL 5587SQ FT (.`i�AC) I I0 m I 48" 0 NHOLE OUTFALL -- �CONTROL UCTURE I 1 1 � I I X 1-0 I II NORWEED DUPLEXED PUMPING I I (� I I T 3 I STATION MODEL S0103 I I B I TOTAL 4970 SQ FT (0. AC) I `Dm I II I I � m i 1 I I I (INCLUDING P.A.T. IL------- -- - - - - - - -- I I O CATCH BASIN W/ GRATED INLET II I I II X 58.20' _ X z w w F-- _ w g o� w o � 4 � CDz �- o W U) F- Q / : / o0 t 0 SANITARY SEWER C) Nt ih _ o w __- _- - - • I AL 1207 SQ (0.08 "; ;) 6 ;�" B I e4 20' ----—————————— — — — — — —— — —..— — — -- — — �� — — — — — — — — — — — — — — — — — — — — - - _ 70.21' . _ —A / N88016'46' 128.41' _ — — CURB INLET 64 L.F. OF 96" 0 GALV ��' OG. EL.=200.0'± cn E IE =198 5' SEE METAL DETENTION PIPE VAULT W/ (2) 24" ACCES PORTS EX. HOUSE 03 N 1 0311 DRAINAGE SITE PLAN 2204 SCALE: 1"=10'-0" 11 x17 SCALE: 1 "=20'-0" -3" SHEET C-2 (E) CLEANO �- CONIC. S TRANSITION TO AS ALT SHOUL ER SEE C-3 P. EA. EN OF PROPERTY (E) SS ANH( LE RIM 200.39' (S00 CREEK) rn 0' 10, 20' z PROPO$I1D CONCRETE SIDEWALK' TRANSITION, SEE SHEET C-3 II PROPO I D CONCRETE SIDEWALK CURB AND GUTTER SEE SHEET C-2 PROVIPEi (4) KING COUNTY APPROVED TREES B IN THE ,STREET FRONTAGE RIGHT OF WAY I II 3d'-b" II _` < zl+I owl I PP �4II Cal I EDGE OF (E) I I ASPHALT II II II II � I NEW ASPHALT IN -FILL, SEE SHEET C-3 II NEW DRIVEWAY TURNDOWN, SEE SHEET C-3 � II I II (E) WATER SUPPLY II II II \ I II OSED WATER SUPPLY cn �y / W 3 20A �I S N °0- I I co II II / / II / /, II / I I PROPOSED SANITARY SEWER MANHOLE II / II II / / II (E) CB- TYPE 1 / I I RIM. EL.=201.50' cn / U4 I I N. IE.=199.92' (12") S. IE.=198.83' (12") E. IE.=199.29' (4') / I I BOT. EL.=197.83' cn / In = _ _ (E) SANITARY SEWER O (E) 4" CORRUGATED HOPE ?O ►I / U) of II I (E) CB- TYPE 1 UI11 RIM. EL.=200.50' N.IE.=197.95'(12") S. IE =197.92' (12") / I I I E.IE.=197.96'(4") S 1?� � ` W. IE.=197.50' (NEW 12") NCRETE` xS'�•D (E) 4" CORRUGATED / I I HDPE cp � II II \ II C L I cn �I I w I I 0I+I wI I U) of I �) I (E) OPEN DITCH U 200 I I / / / / / / / / i / / / / / / / / 16' 0" 60'-01 R/W OWNER / DEVELOPER TENG AND MORENY NGY 5563 156th AVE SE BELLEVUE, WA 98006 206.351.1994 LAND SURVEYOR TOLIMA ENGINEERS AND LAND SURVEYORS 6632 S 191st PLACE SUITE E-102 KENT, WA 98032 425.251.0665 OFFICE ENGINEER CORNERSTONE ENGINEERING INC. 1000 DENNY WAY SUITE 800 SEATTLE, WA 98109 206.250.7306 OFFICE 206.494.9460 FAX ZONING INFORMATION TOTAL ACERAGE 0.41 ACRES TOTAL LOTS 3 LOTS ZONE R8SO ROAD AREA B SMALLEST LOT 4970 S.F. (0.11 AC) PROPOSED USE S SOIL TYPE ALDERWOOD A9C DRAINAGE WELL DRAINED VECITATION GRASS NUMBER PARCEL U R 0087000133 SECTION, TOWNSHIP, AND RANGE PORTION OF NE 1/4 of SW 1/4 of S. 29 T. 23 N. R. 5 E. W.M. WATER & SEWER UTILITY SOOS CREEK WATER & SEWER DISTRICT 14616 SE 192ND ST, RENTON WA 98058 (253) =C'30-9900 BASIS OF BEARING N88° 03' 12" E, SE 172nd STREET PLAT OF AKER'S FARM NO. 5 bLNCHMARK SSMH AT SE CORNER OF PROPERTY RIM ELEV _ 200.39 (SOOS CREEK) �JJCV 1 IIVI-\JRIVIm 1 MAN. NGY SHORT PLAT SITE IMPROVEMENT PLAN 17003 105TH AVE SE RENTON, WA 98055 KING COUNTY ISSUED FOR: ISSUED FOR DDES REVIEW ....REV: = DATE:=DESCPID-rinnl• —QV•— ru• A 10 / 09 / 06 ISSUED DOES R A 04 / 02104 ISSUED DDES R PLANS PREPARED BY: C0r`tNeFRs-1!' N71 E N G I N e E R I N G, INC. 14201 NE 200TH ST., SUITE 200 PHONE: 425.487.1732 WOODINVILLE, WA 98072 FAX: 425.487.1734 EMAIL: cei@cornerstone-engr.com "DRAWN BY: _CHK.:�APV.: DRA SUC MWO EQUIPMENT: DRAWING TITLE: CONCEPTUAL DRAINAGE SITE PLAN ;DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING NUMBER: REVISION: OCT-2�% K.C. 1).D.E.S, 12" SIDEWALK 1 1. 6" \41N NOTE 3 2,1 77�7/\16" Stop 2 FT PAVEME T WIDTH NO E4 SAN. SEWER ON SOUTH & WEST SIDE OF STREET. SEE SEC. 8.02C 4" CEMENT CONCRETE I \' \ \ \ I SUBGRADE SLOPE 0.02 FT 18" ` ADDITIONAL TREATMENT '<��,7� CEMENT CONCRETE CURB & MAY BE REQUIRED DEPENDING GUTTER. SEE DWG. NO.3-002 ON SOIL CONDITIONS. GAS LINES ON SOUTH & WEST SIDE SEE SEC. 4.02 & 4.03 OF STREET. SEE SEC. 8.02A CRUSHED SURFACING BASE COURSE NOTE 1 CRUSHED SURFACING TOP COURSE NOTE 1 CLASS B ASPHALT CONCRETE NOTE 1 1. THIS DRAWING ILLUSTRATES A TYPICAL ASPHALT CONCRETE ROAD SECTION, ALTERNATIVE II. ACTUAL SURFACING DESIGN FOR ARTERIALS AND COMMERCIAL ACCESS STREETS SHALL BE BASED ON SOILS AND TRAFFIC ANALYSIS PER SEC. 4.03. DESIGN FOR RESIDENTIAL ACCESS SHALL BE IN ACCORDANCE WITH SECS. 4.01 AND 4.02. 2, GRADES: MINIMUM 0.5% MAXIMUM SEE SECS. 2.02, 2.03, 2.04, AND 2.11. 3. SIDEWALKS SHALL BE 8 FT. WIDE IN BUSINESS DISTRICTS AND 6.5 FT. WIDE ON ARTERIALS IF NEXT TO TRAFFIC LANE, 5 FT. WIDE IF NEXT TO PARKING OR BIKE LANE, OR BEHIND PLANTING STRIP SEE SECTION 3.02B. 4: FOR WIDTHS OF PAVEMENT, SHOULDER, AND RIGHT-OF-WAY, SEE SECS. 2.02, 2.03, AND 2.04. 5, FOR CLEARANCE OF UTILITY POLES SEE SEC. 8.02G AND DWG. NO. 5-001. 6. SEE CHAPTER 7 FOR CATCH BASIN AND STORM SEWER LOCATIONS. 7. SEE SEC. 5.02 FOR SIDE SLOPE REQUIREMENTS. ROAD/SIDEWALK SECTION PLANTING STRIP DUMMY JOINT - 1/4" "V" GROOVE DUMMY JOINT @ MAX. 15' C-C EXPANSION JOINT ALONG CURB 1/4" "V" GROOVE @ MAX. 5' C-C VERTICAL CURB & SIDEWALK rvnAnic+ir-�Ki SECTION B-B 5'-6" TO 8'-6" NOTE 3 UTILITY POLES PLACED BACK OF SIDEWALK - NOTE 5 12" MIN WATER LINES ON NORTH & EAST SIDE OF ROAD. SEE SEC.8.02A CATCH BASIN & STORM SEWERS (TYP.) NOTE 6 EXPANSION JOINT DUMMY JOINT 1 #3 BAR HOOP 2 #3 BAR HOOPS #3 BAR EACH CORN #3 BAR EACH SIDE TOP & BOTTOM 5 s� 3p, 3D: 2p, 2A s" 5 -A \a' 4" i� '>�/ SECTION A -A FRAME AND GRATE SEE SEC. 7.05 AND APPLICABLE DWGS. 6" RISER SECTION 12" RISER SECTION >4"MOH PRECAST BASE SECTION N (MEASUREMENT AT THE TOP OF THE BASE) PLAN CURB & SIDEWALK JOINTS NOTES: 1. SET TO GRADE AND CONSTRUCT ROAD AND GUTTER TO BE FLUSH WITH FRAME. 2. SEE SEC: 3.04 FOR JOINT REQUIREMENTS. 3-001 NOTES: 1. CURB INLET TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 & C890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS. 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS. 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MIN. ALL PIPE SHALL BE INSTALLED IN FACTORY PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT. 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAM. PLUS CATCH BASIN WALL THICKNESS. 6. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES WITH MAX. DIAM. OF 17". 7. THE MAX. DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS 5'-0" 8. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2"/FT. 9. CONCRETE INLET FRAME AND GRATES SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. 10. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. CURB INLET GU C U (j Z) Z (D O 06 SECTION B-B THROUGH -CURB INLET FRAME & GRATE WITH VERTICAL CURB INSTALLATION 2-012 )INTS , 3ASIN 2-017 �rrw�w. I n�rvr�IVlr� I Iv1�. NGY SHORT PLAT SITE IMPROVEMENT PLAN 17003 105TH AVE SE RENTON, WA 98055 KING COUNTY LISSUED FOR: ISSUED FOR DDES REVIEW =REV:=DATE:=DESCDIDTInn1• RV•-r"u• A10/09/06 DDESF DDES F Q 04 / 02 / 04 ISSUES DDES F :PLANS PREPARED BY: COiRNr=FRs-irONE NzE N G I N E E R I N G, INC. 14201 NE 200TH ST., SUITE 200 PHONE: 425,487.1732 WOODINVILLE, WA 98072 FAX: 425.487.1734 EMAIL: cei@cornerstone-engr,corn 1 DRAWN BY:=CHK.:�APV.: DRA SUC MWO EQUIPMENT: LLICENSURE: W 0! P F aWAS,y/A L26 F""/STE�����'� S/ONAL EN EXPIRES 02/15/08 DRAWING TITLE: DRAINAGE DETAILS DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. -IIRAUVINC; NI INARFR �RF\/IGInN C-2 B " CEMENT CONCRETE 6'-0" IDEWALK AND RAMP MIN MATCH EXISTING OR PROPOSED SURFACE 12 ASPHALT SECTION A -A NOTES: 1. FOR WIDTHS OF SIDEWALK SEE SEC. 3.02. 2. FOR WIDTHS OF PAVEMENT AND SHOULDER SEE SECS. 2.02, 2.03, AND 2.04. 3. SHOULDER SHALL BE SURFACED AS REQUIRED BY SECTIONS 3.07 AND 4.01. IF PAVED, SHOULDER SLOPE SHALL MATCH CROWN SLOPE OR .02 FT./FT. 4. FOR CURB AND SIDEWALK JOINTS SEE DWG. NO. 3-001. 5. TRANSITION RAMP SHALL BE TEXTURED BY IMPRINT OF METAL GRID WITH 1/Z' SPACING. CEMENT CONCRETE SIDEWALK TRANSITION TO ASPHALT SHOULDER JPe`� w w w RIGHT OF WAY LINE JQ� w Y w w w w w L J. •Y •Y L w JP2- W WW ww wW WwWw w � w CURB TAPER 26,-- RESIDENTIAL 10'-0" MIN. 20'-0" MAX. COMMANDUSTR. 25'-0" MIN. 35'-0"\- MAX. s- 611 VARIES 51-8„ VARIES /— RIGHT OF WAY LINE N 0.02 FT.IFT. NOTES: a w w w w w w - CURBTAPER wwywWwy ywww SIDEWALK PLANTING STRIP, IF ANY 1. COMMERCIAL/INDUSTRIAL DRIVEWAYS WIDER THAN 35' MAY MATCH EXISTING BE APPROVED BY THE ENGINEER CONSIDERING TRAFFIC DRIVEWAY GRADE SAFETY AND NEEDS OF THE ACTIVITY SERVED. ALL COMMERCIAL/INDUSTRIAL DRIVEWAYS SHALL HAVE AN EXPANSION JOINT LOCATED MID -WIDTH. SEE SEC. 3.04. CEMENT CONCRETE DRIVEWAY 5" THICK SECTION A -A 2. SEE SECTION 3.01. 3. SEE SEC. 4.01 FOR SURFACING REQUIREMENTS. CURB & GUTTER SECTION DRIVEWAY 3-004 -rrw'jr_%.I IrvrvRlvfm I Ivry NGY SHORT PLAT SITE IMPROVEMENT PLAN 17003 105TH AVE SE RENTON, WA 98055 KING COUNTY ISSUED FOR: ISSUED FOR DDES REVIEW rREV:=DATE:_DESCRIPTInN- Q 10 / 09 / 06 ISSUED DOES F Q 04 / 02 / 04 ISSUED DOES F .PLANS PREPARED BY: C®FtN'iI0Nr= ENGINEERING, I N C . 14201 NE 200TH ST., SUITE 200 PHONE: 425.487.1732 WOODINVILLE, WA 98072 FAX: 425.487.1734 EMAIL: cei@cornerstone-engr.com 1 DRAWN BY: —CHK.: =APV.: DRA SUC MWO EQUIPMENT: _LICENSURE: -UKAWINU HILL: DRAINAGE DETAILS DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. -rlCDA1ArINl(_ Nil lKAPIZIDo DIZX/ICInN1t C-3 B X X X N 88016'46" W 128.31' \ • X X X X X X OT 1 I I O TOTAL 74 9 SQ FT (0.17 AC) r �I I I L— ___--- -----_I co 1 � W (° 50.00 N 88°16'46" W PROPOSED SILT FENCE ►�17771-71 - I c EQ N� c Ix N I rn -I I U o I ALL EXPOSED SOILS SHALL BE — — — — — - 101 C) I MULCHED WITH STRAW AND LJJ w I I CHIPPED SITE VEGETATION WHEN I ALL DRIVEWAYS TO BE It NOT BEING WORKED I — CONSTR CTED AND GRAVELED co 0 co Ix I I PRIOR T SITE CLEANING _ v v I — — .�, _ — 78.36' ACTIVITI S X of I II W I / / I W, w W ' w. "SS ' Ix :I ..:I'• .: �.l :, • .. STORM WATER FORCE MAIN., . 'N 88"161461, W •38.21' . c� TAL.J2 7. II -- — — — — — — — — — — — ESQ L(0.028AC) 88016' 6" W 32.0\G' LOT II I I I .• i. .• ''/ ..•. I / I I TOTAL 5587SQ FT (0.1 AC) I I I I I I ms ti cy) ROCK ONSTRUCTION II I ENTRA E 10'-0"x25'-0" o w IX I I i Ice I I ONSIS G OF 4"-6" I I I I Q ARRY S LLS I I r�i I I T 3 I I I II I I I I TOTAL 4970 SQ FT (0. AC) 11 I� II I l i (INCLUDING P.A.T. I I I� CATCH BASIN I I I I I ss IDUPLEXED PUMPING _ _ STATION — — — - I Ix I II — — — — — — II I I, — X �i — L ---------------- N88°16'46' 128.41' — — — — C RB INLET s / OG. EL.=200.0'± E. IE.=198.5', SEE SHEET C-2 i (E) CLEAN 0 EX. HOUSE CONC. S TRANSITION i TO ASP ALT SHOUL ER SEE C-3 TYP. EA. EN OFPROPERTY 0) (E) SS ANHOLE RIME . 200.39' (S00 CREEK) rn A* EROSION SEDIMENT CONTROL PLAN 2204 SCALE; 1"=10'-0" 11x17 SCALE; 1"=20'4' 0' 10, 20' I / i \ 60'4I R/W 16'-0" c n 13 cm c om d') S N 0 I rn I PROPO$1�D CONCRETE SIDEWALK I TRANSI( IQN, SEE SHEET C-3 II PROP I I D CONCRETE SIDEWALK CURB flD GUTTER, SEE SHEET C-2 II II II I II 3d'-b" II ZI`I oI I PP NJ —0— �I I EDGE OF (E) ASPHALT it II II )06 II � I NEW ASPHALT IN -FILL, SEE SHEET C-3 II NEW DRIVEWAY TURNDOWN, SEE SHEET C-3 I (E) WATER SUPPLY I� II (I PROPOSED WATER SUPPLY I II II II II II II II II BOA PROPOSED SANITARY SEWER MANHOLE OWNER / DEVELOPER TENG AND MORENY NGY 5563 156th AVE SE BELLEVUE, WA 98006 206.351.1994 LAND SURVEYOR TOLIMA ENGINEERS AND LAND SURVEYORS 6632 S 191st PLACE SUITE E-102 KENT, WA 98032 425.251.0665 OFFICE ENGINEER CORNERSTONE ENGINEERING INC. 1000 DENNY WAY SUITE 800 SEATTLE, WA 98109 206.250.7306 OFFICE 206.494.9460 FAX ZONING INFORMATION TOTAL ACERAGE 0.41 ACRES TOTALLOTS 3LOTS ZONE R8SO ROAD AREA 0 S.F. SMALLEST LOT 4970 S.F. (0.17 AC) PROPOSED USE SINGLE FAMILY SOIL TYPE ALDERWOOD AgC DRAINAGE WELL DRAINED VEGITATION GRASS PARCEL NUMBER 0087000133 SECTION, TOWNSHIP, AND RANGE PORTION OF NE 1/4 of SW 1/4 of S. 29 T. 23 N. R. 5 E. W.M. WATER & SEWER UTILITY SOOS CREEK WATER & SEWER DISTRICT 14616 SE 192ND ST, RENTON WA 98058 (253)630-9900 BASIS OF BEARING N88° 03' 12" E, SE 172nd STREET PLAT OF AKER'S FARM NO. 5 -�- BENCHMARK SSMH AT SE CORNER OF PROPERTY RIM Et,EV. = 200.39 (SOOS CREEK) II I I LIMITS OF CLEARING FOR CONSTRUCTIQN OF SIDEWALK, CURB, GUTTER, AND STORM DRAIN IN ASSOCIATION WITH SEPARATE , STREET RIGHT-OF-WAY USE PERMIT II II II \ II II II II I�I II (E) 4" CORRUGATED HDPE I I ZI I 0I+I NI I / � I � � I 7-� D S'o 0 (E) 4" CORRUG TED i HDPE T P; cn rn (E) CB- TYPE 1 RIM. EL.=201.50' N. IE =199.92' (12") S. IE.=198.83' (12") E. IE.=199.29' (4') BOT. EL.=197.83' (E) SANITARY SEWER 'O? (E) CB -TYPE 1 RIM. EL.=200.50' N. IE.=197.95' (12") S. IE.=197.92' (12") E. IE.=197.96' (4") W. IE =197.50' (NEW 12") (E) OPEN DITCH �2 O r LEGEND C) DENOTES APPROXIMATE CLEARING LIMIT BOUNDARY O- - DENOTES APPROXIMATE LIMITS OF SILT FENCE LIMITS OF ROCK CONSTRUCTION ENTRANCE LIMITS OF GRAVEL DRIVEWAYS PRIOR TO CONSTRUCTION ACTIVITY —rmujr-u I II wumivim I IVIV NGY SHORT PLAT SITE IMPROVEMENT PLAN 17003 105TH AVE SE RENTON, WA 98055 KING COUNTY ISSUED FOR: ISSUED FOR DDES REVIEW ._ REV:=DATE:=DESCRIPTirw--RV•—rk• A 10 / 09 / 06 ISSUED DDES F Q 041 02 / 04 ISSUED DDES F PLANS PREPARED BY: I- 00FRNeFRsir0Nr= ENGINEERING, INC. 14201 NE 200TH ST., SUITE 200 PHONE: 425.487.1732 WOODINVILLE, WA 98072 FAX: 425.487.1734 EMAIL: cei@cornerstone-engr.com DRAWN BY: =CHK.:' APV.: 1 DRA SUC MWO EQUIPMENT: 1 IrCnlel IOC• EROSION SEDIMENT CONTROL PLAN DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. —npAlA/IAI(, nn IKARFL2• p9=x1lCIf1Al- ------------- GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE KING COUNTY CODE (KCC), KING COUNTY ROAD STANDARDS (KCRS), KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM) AND THE CONDITIONS OF PRELIMINARY SUBDIVISION APPROVAL. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO KING COUNTY. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DDES) ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE DDES PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY KING COUNTY PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G., DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.). 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE DDES LAND USE INSPECTION SECTION, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED IN ACCORDANCE WITH KING COUNTY CODE (SECTION 12.88); NORMALLY, THIS IS 7A.M. TO 10 P.M. ON WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEETS ALL REQUIREMENTS OF KCRS CHAPTER 8 IS SUBMITTED TO THE DDES LAND USE INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTION. 9. DATUM SHALL BE NAVD 1988 UNLESS OTHERWISE APPROVED BY DDES. 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION B1 3.02 OF THE APWA STANDARD SPECIFICATIONS. 11. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY. 12. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY (WSDOT 2-06.3). 13. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY DDES AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(B)3. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, 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 CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. SECTION 1-07.23, "TRAFFIC CONTROL," OF THE WSDOT STANDARD SPECIFICATIONS SHALL APPLY IN ITS ENTIRETY. DRAINAGE NOTES 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO DDES PRIOR TO THE PRECONSTRUCTION MEETING (KCC 9.04.100.D). 2. ALL PIPE AND APPURTENANCES SHALL BE LAID IN ACCORDANCE WITH WSDOT 7-08. THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL AND ANY REQUIRED BEDDING TO A UNIFORM GRADE SO THAT THE ENTIRE DRAINAGE FACILITY IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE (KCRS 7.03). 4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS (KCRS 7.05). 5. ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS DRAWING NUMBERS 2-013, 2-018, 2-019, OR 2-020, AND SHALL INCLUDE THE STAMPING "OUTFALL TO STREAM, DUMP NO POLLUTANTS" AND "PROPERTY OF KING COUNTY" (KCRS 7.05). 6. ALL DRIVEWAY CULVERTS LOCATED WITHIN KING COUNTY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPE (KCRS 7.03(L), DRAWING NO. 2-001). 7. ROCK FOR EROSION PROTECTION OF DITCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT (1'), AND MUST MEET THE FOLLOWING SPECIFICATIONS: 100 % MUST PASS THE 8" SIEVE, 40 % MAXIMUM CAN PASS THE 3" SIEVE AND 10% MAXIMUM CAN PASS THE 3/4" SIEVE. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS 7.02(B), DRAWING NO. 2-024. 8. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY KING COUNTY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A) EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B) OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C) PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS 7.04. IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. D) DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E) THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO UTILITIES (E.G., POWER, GAS, TELEPHONE, TELEVISION, ETC.). F) ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER. EROSION AND SEDIMENT CONTROL NOTES 1. APPROVAL OF THIS EROSION AND SEDIMENT CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. 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/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC 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. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.). 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCT. 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPT. 30). 7. 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 ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 8. ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY-EIGHT (48) HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL iJ0RE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. 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. 11. 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. 12. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE Fl�,IIAI_. GRADE OF THE PERMANENT FACILITY. 13. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ORES CAN BE SEEDED IN PREP'aRATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASO 1. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE DDES INSPECTOR. THE DDES INSPECTOR CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE FACILITIES. STRUCTURAL NOTES 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY DDES PRIOR TO CONSTRUCTION (KCC 16.04. 16.70, 14.20). 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN COUNTY ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH KCRS DRAWING NUMBERS 5-004, 5-005, 5-006, AND 5-007. ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE. RECOMMENDED CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING. 2. FLAG OR FENCE CLEARING LIMITS. 3. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL_ CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER'S 11. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNTY EROSION AND SEDIMENT CONTROL. STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD AN"e' AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. J �rrw���. I irvrvr�rvlr-� I Iv1� NGY SHORT PLAT SITE IMPROVEMENT PLAN 17003 105TH AVE SE RENTON, WA 98055 KING COUNTY ISSUED FOR: ISSUED FOR DDES REVIEW ._REV:=DATE:=DESCRIp rinnl �Rv -rK A 10 / 09 / 06 ISSUED DDES R Q 04 / 02 / 04 ISSUED DDES R :PLANS PREPARED BY: COFRNr=FtsirONr= ENGINEERING, INC. 14201 NE 200TH ST., SUITE 200 PHONE: 425.487.1732 WOODINVILLE, WA 98072 FAX: 425.487.1734 EMAIL: cei@cornerstone-engr.com DRAWN BY: =CHK.:-APV.: DRA SUC MWO EQUIPMENT: _LICENSURE: �UKHVVINU I I I Lt: NOTES DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. -npAXA/IKI(, All IIMARGR• �pl=x/l(zlnKl• C-5 B NOTE: PERMANENT SOIL STABILIZATION: ALL DISTURBED SOILS SHALL BE SEEDED AND MULCHED AT CONSTRUCTION FINIS. EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL VEGETATION HAS ESTABLISHED IF NECESSARY. R= 25' MIN. 12" MIN. DEPTH (6" MIN. FOR RESIDENTIAL SINGLE FAMILY LOTS) 4" TO 6" QUARRY SPALLS (4" TO 6" FOR RESIDENTIAL SINGLE FAMILY LOTS) PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA CONSTRUCTION ENTRANCE ROCK PAD 22x34 SCALE: NTS 11xl7 SCALE: NTS FILTER FABRIC MATERIAL IN CONTINUOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE -A WIRE MESH SUPPORT FENCE FOR FILTER FABRIC ---\ _ CV GROUND SURFACE vulwl�, - rm CV 7111 6-0" MAX. 2x4 WOOD POSTS, STD. r-%n mr--r-rrn f-%n will LJL 1 1 L-1\ VIA EQUIVALENT FRONT VIEW WIRE MESH SUPPORT FENCE FOR FILTER FABRIC FILTER FABRIC MATERIAL PROVIDE 3/4" - 3" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE BURY BOTTOM OF FILTER MATERIAL IN 8"X12" TRENCH CV SIDE VIEW BURY BOTTOM OF FILTER MATERIAL IN 8"X12" TRENCH 2x4 WOOD POSTS, STD. OR BETTER OR EQUIVALENT 7.1 I 0 i� SILT FENCE DETAIL 22x34 SCALE: NTS 11x17 SCALE: NTS Ir irl3�mI\UMUVAFAIN llu1\M NGY SHORT PLAT SITE IMPROVEMENT PLAN 17003 105TH AVE SE RENTON, WA 98055 KING COUNTY ISSUED FOR: ISSUED FOR DDES REVIEW rREV:=DATE:=DESCRIpTInnl• Rv•—r►r• A 10 / 09 / 06 ISSUED DDES F Q 04 / 02 / 04 ISSUED DDES F PLANS PREPARED BY: nieFRs,r ENGINEERING, INC. 14201 NE 200TH ST., SUITE 200 PHONE: 425.487.1732 WOODINVILLE, WA 98072 FAX: 425.487.1734 EMAIL: cei@cornerstone-engr.com "DRAWN BY:=CHK.:= APV.: DRA SUC MWO EQUIPMENT: _LICENSURE: DRAWING TITLE: DETAILS LDRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. r1RAINIMC,' MI IKARFR• �RF\/I.qIC1M• C-6 B Y 0 X X cwi� X N 88016'46" W 128.31' X • _ X X X X _ X" 20'-0 SETBAC I \ I I o OT 1 II ED I 5' 0" TOTAL 741,,�9 SQ FT (0.17 AC) �t I I _ SETBACK I � % �I 4'-3 C ZD------�� I I CD co W I `l' N88°16'46" W — — �' 5'-0" P<, SETBACK cn C? co 5'-0" w SETBACK ;_ 00 NM Ix \ N * I B O U) --——————— — — — — — — 0 w I I I (E) SANITARY SEWER CD U) ® � Ix I ` _ _ 78.36' m X o N I I I I Y 88°16' — -- W CO I C-- -r--- _ c, o o m W w U) I — DRVE A Y w w w 1 I _ _ N 1 I I s s ss S o s S Ix I \ w s I 3" STORM WATER FORCE MAIN LOPE I/I/,q �/— — o I I I I N 88°16'46" VV 38.21' �j. o o I 10'-0" IIFo C \\ I STORM ATER TAL 1207 SQ & UTIL EASEMENT I I I I I 5' 0" Y --4� (0.028 AC) B \ I � I 2 ' Ix I I I SETBACK q m I (E) CLEAN OUT co / I TOTAL 5587SQ FT (0.18AC) °ram'cy) I 48' NHOLE OUTFALL — — — �p B CONTROL�TRL CTURE x I I I h I L NORWEED DUPLEXED PUMPING I I I T 3 I I STATION MODEL SC103 � I I B � m I I _ i I I I I TOTAL 4970 SQ FT (0. AC) I I co (INCLUDING I I II C I I (INCLUDING P.A.T. IL — -- — — — ----————— — — — —— 71 O CATCH BASIN I I o I ss '-3" W/ GRATED INLET I I I o I I II \ x SETB K —I--- ----——————— — — — --- --- 58.20' • �- — — 70.21' 1 �. �. , N88°16'46' 128.41' — — '�—" "' "' w < w o ¢ CURB INLET - w cwn 64 L.F. OF 96" 0 GALV �"' w OG. EL.=200.0'± iii// ///i�i/��//////ii `� E.IE.=198.5%SEE - w METAL DETENTION PIPE CD SHEET C-2 M ¢ VAULT W/ (2) 24" ACCES o Z> PORTS / �- w (E) CLEAN0�1'f EX. HOUSE CONC. S / TRANSITION / TO ASP ALT SHOUL ER B / SEE C-3 TYP. EA, EN / OF PROPERTY 0o N �cb`b oo (E) SS ANHOLE RIM00 200.39' (S00 CREEK) rn DRAINAGE SITE PLAN ...,. WON } ► 1 1 _ tg 11 0' 10, 20' ! z w Of 16'-0" I f r w w 3 cy)4v a; r, (M 'ITm S N. 0 07 / 1 / / / cl) / / / / I / / / / / / co I / / / / W / uj i / / Q / co co ' O �I / / CD S 12" NCRFTF� ' 3,0.0 / / cn cn I � cn cn � I I PROPO$I1D CONCRETE SIDEWALK' TRANSITION, SEE SHEET C-3 II PROPO I D CONCRETE SIDEWALK CURB AND GUTTER SEE SHEET C-2 rTH VIPEI (4) KING COUNTY APPRO ED TREES B E STREET FRONTAGE RIGHT F WAY I II 3'-b" 7=,o,'i 2ps PP I I —o— �CaI I EDGE OF (E) ASPHALT II II II II � I NEW ASPHALT IN -FILL, SEE SHEET C-3 II NEW DRIVEWAY TURNDOWN, SEE SHEET C-3 � II I II (E) WATER SUPPLY II II II OSED WATER SUPPLY �o II � � II II II II II II II OWNER / DEVELOPER TENG AND MORENY NGY 5563 156th AVE SE BELLEVUE, WA 98006 206.351.1994 LAND SURVEYOR TOLIMA ENGINEERS AND LAND SURVEYORS 6632 S 191 st PLACE SUITE E-102 KENT, WA 98032 425.25T 0665 OFFICE ENGINEER CORNERSTONE ENGINEERING INC. 1000 DLNNY WAY SUITE 800 SEATTLE, WA 98109 206.250,.7306 OFFICE 206.494.9460 FAX ZON!NG INFORMATION TOTAL ACERAGE 0.41 ACRES TOTAL LOTS 3 LOTS ZONE R8SO ROAD AREA B SMALLEST LOT 4970 S.F. (0.11 AC) PROPOSED USE SOIL TYPE ALDERWOOD AgC DRAINAGE WELL DRAINED VEGiTA.TION GRASS PARCEL NUMBER 0087000133 SECTION, TOWNSHIP, AND RANGE PORTION OF NE 1/4 of SW 1/4 of S. 29 T. 23 N. R. 5 E. W.M. WATER & SEWER UTILITY SOOS CREEK WATER & SEWER DISTRICT 14616 SE 192ND ST, RENTON WA 98058 (253)630-9900 BASIS OF BEARING N88° 03' 12" E, SE 172nd STREET PLAT OF AKER'S FARM NO. 5 BENCHMARK SSMH AT SE CORNER OF PROPERTY 'RIM ELEV = 200.39,.(SOOS CREEK) II I I PROPOSED SANITARY SEWER MANHOLE II II II { (E) CB- TYPE 1 RIM. EL.=201.50' N. IE.=199.92' (12") S. IE.=198,83' (12") 41 E.IE.=199.29 (4) I I BOT. EL,=197.83' (E) 4" CORRUGATED HDPE II zl I 0I+I �I I I II :�D:(E) 4" CORRUGATED = = = = = HDPE II II II II al I QI I wI ;I I of I II II 1--I I I (E) SANITARY SEWER 1'02 (E) CB- TYPE 1 RIM. EL.=200.50' N. IE.=197.95' (12") S. IE.=197.92' (12') E. IE.=197,96' (4") W. IE.=197.50' (NEW 12") (E) OPEN DITCH DO O a _ I ✓JCLi I IIIr VI'.fvIN I lull NGY SHORT PLAT SITE IMPROVEMENT PLAN 17003 105TH AVE SE RENTON, WA 98055 KING COUNTY ISSUED FOR: ISSUED FOR DDES REVIEW .�REV:�DATE:�DESCR�pTin�i•—Rv•—rk• A 10 / 09 / 06 ISSUED DDES R Q 04 / 02 / 04 ISSUED DDES R =PLANS PREPARED BY: =FtNeFRs-ii-ONS ENG IN 6=ERING, INC_ 14201 NE 200TH ST., SUITE 200 PHONE: 425.487.1732 WOODINVILLE, WA 98072 FAX: 425.487.1734 EMAIL: cei@cornerstone-engr.com DRA SUC MWO DRAWING TITLE: CONCEPTUAL DRAINAGE SITE PLAN DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. —npawmi(, NI IMRFR• RGVICInm- C-1 B 9 Ir @p0 :1P OCT 0 9 2j, K.G. D.D.E.S. PAVEMENT WIDTH 5'-6" TO 8'-6" �O D FRAME AND GRATE D NOTES: NO E4 NOTE 3 o. © SEE SEC. 7.05 AND APPLICABLE DWGS. 1. CURB INLET TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 & C890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN SAN. SEWER ON SOUTH THE WSDOT/APWA STANDARD SPECIFICATIONS. & WEST SIDE OF STREET. SEE SEC. 8.02C UTILITY POLES PLACED 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC 12" SIDEWALK 6" 5,_0„ BACK OF SIDEWALK - NOTE 5 12 3 a ? �o• °" HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 MIN NOTE 3 (AASHTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN MIN �a S" KNOCKOUTS. SC y .02 FT./FT. 02 FT.IFT. 0.02 FT.IFT. 2. M s 6" RISER SECTION 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR ��i�� SUBGRADE SLOPE 0.02 18 „ii, 1 #3 BAR HOOP KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" 4" CEMENT CONCRETE FT./FT,,,, MIN. ALL PIPE SHALL BE INSTALLED IN FACTORY PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF ADDITIONAL TREATMENT /\\ \ , ,� WATER LINES ON NORTH &EAST 18' o WALL IS LEFT INTACT. CEMENT CONCRETE CURB & MAY BE REQUIRED DEPENDING CURB & a SIDE OF ROAD. SEE SEC.8.02A s" 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAM. GUTTER. SEE DWG. ON SOIL CONDITIONS. CATCH BASIN & STORM SEWERS (TYP.) PLUS CATCH BASIN WALL THICKNESS. SEE SEC. 4.02 & 4.03 NOTE 6 GAS LINES ON SOUTH &WEST SIDE OF STREET. SEE SEC. 8.02A CRUSHED SURFACING BASE COURSE 12" 12" RISER SECTION 6. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES WITH MAX. DIAM. OF NOTE 1 17" CRUSHED SURFACING TOP COURSE 7. THE MAX. DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT NOTE 1 2#3BAR HOOPS IS 5'-0" CLASS B ASPHALT CONCRETE 8. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND NOTE 1 a �"�� �4' yiy RISER SECTION SHALL NOT EXCEED 1/2"/FT. 1. THIS DRAWING ILLUSTRATES A TYPICAL ASPHALT CONCRETE ROAD SECTION, ALTERNATIVE 11. ACTUAL SURFACING DESIGN FOR ARTERIALS AND COMMERCIAL ACCESS STREETS SHALL BE BASED ON SOILS AND TRAFFIC ANALYSIS 9. CONCRETE INLET FRAME AND GRATES SHALL BE IN ACCORDANCE PER SEC. 4.03. DESIGN FOR RESIDENTIAL ACCESS SHALL BE IN ACCORDANCE WITH SECS. 4.01 AND 4.02. 4M�N WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621D. MATING 2. GRADES: MINIMUM 0.5% �� SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH MAXIMUM SEE SECS. 2.02, 2.03, 2.04, AND 2.11. ANY COVER POSITION. PRECAST BASE SECTION 3. SIDEWALKS SHALL BE 8 FT. WIDE IN BUSINESS DISTRICTS AND 6.5 FT. WIDE ON ARTERIALS IF NEXT TO TRAFFIC `q (MEASUREMENT AT THE 10. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR LANE, 5 FT. WIDE IF NEXT TO PARKING OR BIKE LANE, OR BEHIND PLANTING STRIP #3 BAR EACH CORNER TOP OF THE BASE) CAST INTO RISER. SEE SECTION 3.02B. A. FOR WIDTHS OF PAVEMENT, SHOULDER, AND RIGHT-OF-WAY, SEE SECS. 2.02, 2.03, AND 2.04. #3 BAR EACH SIDE TOP $ BOTTOM r. FOR CLEARANCE OF UTILITY POLES SEE SEC. 8.02G AND DWG. NO. 5-001. 143 BAR ACROSS BOTTOM 6. SEE CHAPTER 7 FOR CATCH BASIN AND STORM SEWER LOCATIONS. 7. SEE SEC. 5.02 FOR SIDE SLOPE REQUIREMENTS. CURB INLET 2-012 ROADIS.IDEWALK SECTION Q PLANTING STRIP PLANTING STRIP OR SIDEWALK DUMMY JOINT O of EXPANSION JOINTry B B U L_jf U UJ DD U Z) Z 0 O 1 /4" "V" GROOVE U if U Q Z) DUMMY JOINT DUMMY JOINT @ MAX. 15' C-C Q EXPANSION JOINT ALONG CURB 0 DUMMY JOINTS Q 1/4" "V" GROOVE @ MAX. 5' C-C B B O Q PLAN VERTICAL CURB & SIDEWALK CURB DUMMY JOINTS EXPANSION JOINT \� \\!�`��\!/�\//1�0 \; a ° \\ a aQ GUTTER Ile\ GUTTER a SECTION B-B \ CATCH BASIN CATCH BASIN SECTION A -A SECTION B-B CURB & SIDEWALK JOINTS NOTES: 1. SET TO GRADE AND CONSTRUCT ROAD AND GUTTER TO BE FLUSH WITH FRAME. 2. SEE SEC. 3.04 FOR JOINT REQUIREMENTS. THROUGH -CURB INLET FRAME & GRATE WITH VERTICAL CURB INSTALLATION 3-001 2-017 F'I-CVJCu 1 IIVI-VKIVI/i 1 IVIV: NGY SHORT PLAT SITE IMPROVEMENT PLAN 17003 105TH AVE SE RENTON, WA 98055 KING COUNTY ISSUED FOR: ISSUED FOR DDES REVIEW L-REV:=DATE:=DESl CRIPTIr_) • Q 10 / 09 / 06 ISSUED DDES R Q 04 / 02 / 04 ISSUED DDES R PLANS PREPARED BY: 4ECORNS -irO IE E N G I N E E R I N G, I N C. 14201 NE 200TH ST., SUITE 200 PHONE: 425.487.1732 WOODINVILLE, WA 98072 FAX: 425.487.1734 EMAIL: cei@cornerstone-engr.com `DRAWN BY:=CHK.:-APV.: DRA SUC MWO EQUIPMENT: �LICENSURE; DRAWING TITLE: DRAINAGE DETAILS LDRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. npA1AlINIC, All INARPR• RF\/ICI(lAl- C-2 B O V CEMENT CONCRETE 6'-0" 31DEWALK AND RAMP MIN MATCH EXISTING OR NOTES: 12 PROPOSED SURFACE 1. FOR WIDTHS OF SIDEWALK SEE SEC. 3.02. 1 ASPHALT -a 2. FOR WIDTHS OF PAVEMENT AND SHOULDER SEE SECS. 2.02, 2.03, AND 2.04. o 3. SHOULDER SHALL BE SURFACED AS REQUIRED BY SECTIONS 3.07 AND 4.01. IF PAVED, SHOULDER SLOPE SHALL MATCH CROWN SLOPE OR .02 FT./FT. SECTION A —A JPQ'i RESIDENTIAL 10'-0" MIN. 20'-0" MAX. COMMANDUSTR. 25'-0" MIN. 35'-0" MAX. 4. FOR CURB AND SIDEWALK JOINTS SEE DWG. NO. 3-001. 5. TRANSITION RAMP SHALL BE TEXTURED BY IMPRINT OF METAL GRID WITH 1/2" SPACING. CEMENT CONCRETE SIDEWALK TRANSITION TO ASPHALT SHOULDER RIGHT OF WAY LINE 611 VARIES 5,-$„ VARIES RIGHT OF WAY LINE DOE SIDEWALK PLANTING STRIP, IF ANY NOTES: 0.02 FT./FT 1. COMMERCIAL/INDUSTRIAL DRIVEWAYS WIDER THAN 35' MAY BE APPROVED BY THE ENGINEER CONSIDERING TRAFFIC MATCH EXISTING SAFETY AND NEEDS OF THE ACTIVITY SERVED. ALL DRIVEWAY GRADE COMMERCIAL/INDUSTRIAL DRIVEWAYS SHALL HAVE AN EXPANSION JOINT LOCATED MID -WIDTH. SEE SEC. 3.04. CEMENT CONCRETE DRIVEWAY 5" THICK 2. SEE SECTION 3.01. SECTION A -A 3. SEE SEC. 4.01 FOR SURFACING REQUIREMENTS. CURB & GUTTER SECTION DRIVEWAY e 3-004 F muir_ .I IIVI-VKIVIHI IVIV NGY SHORT PLAT SITE IMPROVEMENT PLAN 17003 105TH AVE SE RENTON, WA 98055 KING COUNTY `ISSUED FOR: ISSUED FOR DDES REVIEW rREV:=DATE:=DESCPIPTInN A10/09/06 ISSUED DDES F Q 04 102 / 04 ISSUED DDES F PLANS PREPARED BY: C0FRN ;R ir0Nr= 111111101— E4E 0 N G I N E E R I N G, INC. 14201 NE 200TH ST., SUITE 200 PHONE: 425.487.1732 WOODINVILLE, WA 98072 FAX: 425.487.1734 EMAIL: cei@cornerstone-engr.com `DRAWN BY: =CHK.: =APV.: DRA SUC MWOE:] EQUIPMENT: rLICENSURE: 0� �`P o f W Symms 22 1 P��Fs G/ STERN S7ONAL EN f% �j t�;,� EXPIRES 02/15/08 DRAWING TITLE: DRAINAGE DETAILS LDRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. nRA1A/IKI(, All IAARI=R RG\/IGInAI C-3 B X X N 88016'46" W 128.31' \ • X X X X — — X X X — -- — I I � I OT 1 cp 0 TOTAL 74 77,1 9 SQ FT (0.17 AC) rr I w -------- I cI 0 W — — 5-�_ N 88°16'46" W — �' � I I � I PROPOSED SILT FENCE N [No� Ix IVVVc co "t o I � I 0 I ALL EXPOSED' SOILS SMALL BE — — — — — - I MULCHED WITH STRAW AND I I `0°' LJJCD c I I NOT BEING WORKED CHIPPED SITE VEGETATION WHEN I ALL DRIVEWAYS TO BE � r' CONSTR CTED AND GRAVELED 00 0 P IX I I PRIOR T SITE CLEANING 78.36' ACTIVITI S k 01 I W . — W . ss Ix :I, ;"l ' STORM WATER FORCE MAIN., ; s� : • . ' N 880-16'46" W -38,21' ,.� TAL.�27. ' I�———————— — — — ——Q ��Q�(c 16.a2sAc) \ I I LOT I I IAL I I I 88 6 W 32.0 I I �I I I .: ...• ..:! I I i I I TOTAL 5587SQ FT (0.1�AC) I I I I I s `r I ROCK ONSTRUCTION X I / to I I ENTRA E 10'-0"x25'-0" � w IU) 1 1 I ONSIS G OF 4"-6" I I 1 I I I Q ARRY S LLS II IIIFr� II T3 II I I I i TOTAL 4970 SQ FT (0. AC) I i I I I I I (INCLUDING P.A.T. I� CATCH BASIN I DUPLEXED PUMPING STATION — — — I I I Ix I II .I — — — — — — — — — — — — — — — — X � X. --58.2 0r — A.0 . — — — — — — — — — — — — — — — — — — — --- - — 0.21 _ ' N88016'46' 128.41' �� / C RB INLET OG. EL.=200.0't i EX. HOUSE i N � rna E. IE.=198.5', SEE SHEET C-2 (E) CLEAN 0 CONC. S 'TRANSITION TO ASP ALT SHOUL ER SEE C-3 TYP. EA. EN OFPROPERTY (E) SS ANHOLE A) RIM E . 200.39' (900 CREEK) co rn EROSION SEDIMENT CONTROL PLAN 2224 SCALE; 1 "=10'-0" 11x17SCALE; 1"=20'4' a' 10, 20' I �i i S cn / 60'-0' RM cn I / 16'-0" PROPO$I1D CONCRETE SIDEWALK 1 TRANSIlTIQN, SEE SHEET C-3 II PROP 1 I D CONCRETE SIDEWALK CURB) D GUTTER, SEE SHEET C-2 � II II II I II II � II II II II I1 II I� II � II II II II II � II II II II II II II II II II II II II II II 4" CORRUGATED HDPE II zI I 0I+I I � I 7- 12� ❑ — S°0 0 (E) 4" CORRUGATED i HDPE cn � II II \ II cn all cn �I I LI �I I cn of I cV I I \ II � II U I I � I )06 EDGE OF (E) ASPHALT NEW ASPHALT IN -FILL, SEE SHEET C-3 NEW DRIVEWAY TURNDOWN, SEE SHEET C-3 (E) WATER SUPPLY PROPOSED WATER SUPPLY �OQ PROPOSED SANITARY SEWER OWNER /DEVELOPER TENG AND MORENY NGY 5563 156th AVE SE BELLEVUE, WA 98006 206.351.1994 LAND SURVEYOR TOUMA ENGINEERS AND LAND SURVEYORS 6632 S 191 st PLACE SUITE E-102 KENT, WA 98032 425.251.0665 OFFICE ENGINEER CORNERSTONE ENGINEERING INC. 1000 DENNY WAY SUITE 800 SEATTLE, WA 98109 206.250.7306 OFFICE 206.494.9460 FAX ZONING INFORMATION TOTAL ACERAGE 0.41 ACRES TOTAL LOTS 3LOTS ZONE R8SO ROAD AREA 0 S.F. SMALLEST LOT 4970 S.F. (0.17 AC) PROPOSED USE SINGLE FAMILY SOIL TYPE ALDERWOOD AgC DRAINAGE WELL DRAINED VEGITATION GRASS PARCEL NUMBER 0087000133 SECTION, TOWNSHIP, AND RANGE PORTION OF NE 1/4 of SW 1/4 of S. 29 T. 23 N. R. 5 E. W.M. WATER & SEWER UTILITY SOOS CREEK WATER & SEWER DISTRICT 14616 SE 192ND ST, RENTON WA 98058 (253) 630-9900 BASIS OF BEARING N88° 03' 12" E, SE 172nd STREET PLAT OF AKER'S FARM NO. 5 BENCHMARK SSMH AT SE CORNER OF PROPERTY RIM ELEV. = 200.39 (SODS CREEK) MANHOLE LIMITS OF CLEARING FOR CONSTRUCTION OF SIDEWALK, CURB, GUTTER, AND STORM DRAIN IN ASSOCIATION WITH SEPARATE STREET RIGHT-OF-WAY USE PERMIT (E) CB- TYPE 1 RIM, EL,=201.50' N. IE.=199.92' (12') S. IE.=198.83' (12') E.IE.=199.29'(4') BOT, EL.=197,83' (E) SANITARY SEWER (E) CB -TYPE 1 RIM. EL.=200,50' N. IE.=197.95' (12") S. IE.=197.92' (12") E. IE.=197,96' (4") W• IE.=197.50' (NEW 12") (E) OPEN DITCH �2 O LEGEND - DENOTES APPROXIMATE CLEARING LIMIT BOUNDARY �- - DENOTES APPROXIMATE LIMITS OF SILT FENCE LIMITS OF ROCK CONSTRUCTION ENTRANCE LIMITS OF GRAVEL DRIVEWAYS PRIOR TO CONSTRUCTION ACTIVITY :wct.,1 m4r VKIVIH I IVIV. NGY SHORT PLAT SITE IMPROVEMENT PLAN 17003 105TH AVE SE RENTON, WA 98055 KING COUNTY i ISSUED FOR: ISSUED FOR DDES REVIEW ._REV:=DATE:=DESCRIPTION] A10/09/06 ISSUED DDES R Q 04 / 02 104 ISSUED DDES R =PLANS PREPARED BY: COHNE -irONE ENGINEERING, I N C . 14201 NE 200TH ST., SUITE 200 PHONE: 425.487.1732 WOODINVILLE, WA 98072 FAX: 425.487.1734 EMAIL: cei@cornerstone-engr.com 1 DRAWN BY:=CHK.:eAPV.: DRA SUC MWOE:] EQUIPMENT: LLICENSURE: �K W. p� ,lk`btyw3s,x!( O 'P 322 V �� .c�sS O A- f` EXPIRES 02/15/08 DRAWING TITLE: EROSION SEDIMENT CONTROL PLAN DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. —nPA1A/In1r nll IKAPPP �Rf=\/IRI(lnl GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE KING COUNTY CODE (KCC), KING COUNTY ROAD STANDARDS (KCRS), KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM) AND THE CONDITIONS OF PRELIMINARY SUBDIVISION APPROVAL. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO KING COUNTY. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DDES) ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE DDES PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY KING COUNTY PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G., DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.). 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE DDES LAND USE INSPECTION SECTION, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED IN ACCORDANCE WITH KING COUNTY CODE (SECTION 12.88); NORMALLY, THIS IS 7A.M. TO 10 P.M. ON WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEETS ALL REQUIREMENTS OF KCRS CHAPTER 8 IS SUBMITTED TO THE DDES LAND USE INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTION. 9. DATUM SHALL BE NAVD 1988 UNLESS OTHERWISE APPROVED BY DDES. 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION B1 3.02 OF THE APWA STANDARD SPECIFICATIONS. 11. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY. 12. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY (WSDOT 2-06.3). 13. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY DDES AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(B)3. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, 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 CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. SECTION 1-07.23, "TRAFFIC CONTROL," OF THE WSDOT STANDARD SPECIFICATIONS SHALL APPLY IN ITS ENTIRETY. DRAINAGE NOTES 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO DDES PRIOR TO THE PRECONSTRUCTION MEETING (KCC 9.04.100.D). 2. ALL PIPE AND APPURTENANCES SHALL BE LAID IN ACCORDANCE WITH WSDOT 7-08. THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL AND ANY REQUIRED BEDDING TO A UNIFORM GRADE SO THAT THE ENTIRE DRAINAGE FACILITY IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE (KCRS 7.03). 4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS (KCRS 7.05). 5. ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS DRAWING NUMBERS 2-013, 2-018, 2-019, OR 2-020, AND SHALL INCLUDE THE STAMPING "OUTFALL TO STREAM, DUMP NO POLLUTANTS" AND "PROPERTY OF KING COUNTY" (KCRS 7.05). 6. ALL DRIVEWAY CULVERTS LOCATED WITHIN KING COUNTY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPE (KCRS 7.03(L), DRAWING NO. 2-001). 7. ROCK FOR EROSION PROTECTION OF DITCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT (1'), AND MUST MEET THE FOLLOWING SPECIFICATIONS: 100 % MUST PASS THE 8" SIEVE, 40 % MAXIMUM CAN PASS THE 3" SIEVE AND 10% MAXIMUM CAN PASS THE 3/4" SIEVE. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS 7.02(B), DRAWING NO. 2-024. 8. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY KING COUNTY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A) EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B) OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C) PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS 7.04. IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. D) DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E) THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO UTILITIES (E.G., POWER, GAS, TELEPHONE, TELEVISION, ETC.). F) ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER. EROSION AND SEDIMENT CONTROL NOTES 1. APPROVAL OF THIS EROSION AND SEDIMENT CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. 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/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC 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. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.). 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCT. 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPT. 30). 7. 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 ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 8. ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY-EIGHT (48) HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. 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. 11. 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. 12. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL_ MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE.FINAL GRADE OF THE PERMANENT FACILITY. 13. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE DDES INSPECTOR. THE DDES INSPECTOR CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE FACILITIES. STRUCTURAL NOTES 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS; AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY DDES PRIOR TO CONSTRUCTION (KCC 16.04. 16.70, 14.20). 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN COUNTY ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH KCRS DRAWING NUMBERS 5-004, 5-005, 5-006, AND 5-007. ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE. RECOMMENDED CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING. 2. FLAG OR FENCE CLEARING LIMITS. 3. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER'S 11. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. -rrw%jr_%. 1 w4rumivim 1 Iviv NGY SHORT PLAT SITE IMPROVEMENT PLAN 17003 105TH AVE SE RENTON, WA 98055 KING COUNTY i ISSUED FOR: ISSUED FOR DDES REVIEW =REV:=DATE:=DESCRIPTI(1N• Q 10 / 09 / 06 ISSUED DDES F Q 04 / 02 / 04 ISSUED DDES F PLANS PREPARED BY: c0FRNE -lr®NE ENGINEERING, INC. 14201 NE 200TH ST., SUITE 200 PHONE: 425.487.1732 WOODINVILLE, WA 98072 FAX: 425.487.1734 EMAIL: cei@cornerstone-engr.com i DRAWN BY:=CHK.:--APV.: DRA SUC MWO EQUIPMENT: LLICENSURE: W. p� i P F WAS `S'O S/ONAL �N L EXPIRES 02/15/08 DRAWING TITLE: NOTES DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. -nPA1A/lmn NI IhARFR RF\/I�Ill�l 9 NOTE: PERMANENT SOIL STABILIZATION: ALL DISTURBED SOILS SHALL BE SEEDED AND MULCHED AT CONSTRUCTION FINIS. EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL VEGETATION HAS ESTABLISHED IF NECESSARY. R= 25' MIN. 12" MIN. DEPTH (6" MIN. FOR RESIDENTIAL SINGLE FAMILY LOTS) 4" TO 6" QUARRY SPALLS (4" TO 6" FOR RESIDENTIAL SINGLE FAMILY LOTS) PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA CONSTRUCTION ENTRANCE; ROCK PAD 22x34 SCALE: NTS 11x17 SCALE: NTS FILTER FABRIC MATERIAL IN CONTINUOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE ---� WIRE MESH SUPPORT FENCE FOR FILTER FABRIC ---\ GROUND SURFACE 2x4 WOOD POSTS, STD. OR BETTER OR EQUIVALENT FRONT VIEW WIRE MESH SUPPORT FENCE FOR FILTER FABRIC ---- FILTER FABRIC MATERIAL PROVIDE 3/4" - 3" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE BURY BOTTOM OF FILTER MATERIAL IN 8"X12" TRENCH _8" MIN. SIDE VIEW BURY BOTTOM OF FILTER MATERIAL IN 8"X12" TRENCH 2x4 WOOD POSTS, STD. OR BETTER OR EQUIVALENT w 0 <V O LID SILT FENCE DETAIL 22x34 SCALE: NTS 11x17 SCALE: NTS rrcwCk. I IIVrumivlm I R.JIV. NGY SHORT PLAT SITE IMPROVEMENT PLAN 17003 105TH AVE SE RENTON, WA 98055 KING COUNTY ISSUED FOR: ISSUED FOR DDES REVIEW rREV:=DATE:=DESCRIpTInnl Rv —rI�• MEN Emm ONE Emm Emm WE! mmill PLANS PREPARED BY: 4EcN G N -ir Nr= E I N E E R I N G, INC. 14201 NE 200TH ST., SUITE 200 PHONE: 425.487.1732 WOODINVILLE, WA 98072 FAX: 425.487.1734 EMAIL: cei@cornerstone-engr.com `DRAWN BY: =CHK.: sAPV.: DRA SUC MWO EQUIPMENT: _LICENSURE: 0� �P of wasy s ,Ih • 1 OFSFnISTE��d���, S/ONAL EN f EXPIRES 02/15/08 DRAWING TITLE: DETAILS LDRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. nPAlA/IAIr,' KII IKARFR• RF\/I.qIrIIV- C-6 B APPROVALS: DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL./PAGE CITY OF RENTON CITY OF RENTON SHORTPLAT Administrator of Public Works Examined and approved this day of 20 f� /'1 20 0 10 20 40 80 RENTON, WASHINGTON Examined and approved this day of 20 Assessor SCALE: NEW PRIVATE EASEMENT FOR INGRESS, SCALE 1" = 20' EGRESS & UTILITIES MAINTENANCE AGREEMENT Deputy Assessor PORTION OF Account Number NOTE: NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, 008700-0133 EGRESS AND UTILITIES IS TO BE CREATED UPON THE SALE Administrator SW 1 �4 OF THE SW 1 �4 OF SEC 29, TWN 23 N, RG 5 E, W.M. OF LOTS SHOWN ON THIS SHORT PLAT. THE OWNERS OF LOTS 2 AND 3 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN LUA-09-028-SHPL THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF FND CONC MON N 88'16'46" W 340.00'(P) CITY OF RENTON C C. LND THE PRIVATE ACCESS EASEMENT APPURTENANCES. THESE IN CASE 0.69 N & c 3" BRASS DISK IN CONC. APPURTENANCES AND MAINTENANCE RESPONSIBILITIES 0.65 W OF PLAT LOC N S E 16 6 t h S T W/PIN o23" MON LS#9 34 STAMPED TOWNSEND & ASSOC. 7(8 INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE (4/2003) N 1/4 SEC 29-23-5 ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER QUALITY (BASIS OF BEARING) W/O CASE C) WITHIN THIS EASEMENT, PRIVATE SIGNAGE, AND OTHER - N 88'16'46" W 314.23'(P) (4/2003) N-170706.0037INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR - _E-1303177.358OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE > SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS � 1 S88'16'46"E 659.80' (C) Q EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS SET 1 /2" REBAR & GREATER THAN 20 FEET. CAP LS#38992 NORTH LINE OF LOT 10, BLOCK 2 w� DECLARATION OF COVENANT (TYPICAL) oo CITY OF LUGIRENTON MON #18 A AVOL �0 FARMS NO 5 00 BRASS PLUG IN CONC IN CASE. ''�o -� THE OWNERS OF LAND EMBRACED WITHIN THIS SHORT PLAT, 5.0' 04 INTER. 176th AVE SE & BENSON Nz 00 IN RETURN FOR THE BENEFITS TO ACCRUE FROM THIS I - - N_ 8°1 '46" W 28. 1' FND CONC MON SO4 O1/4 SEC 29-23-5 0 0 SUBDIVISION, BY SIGNING HEREON COVENANT AND AGREE TO — — — — N88'16'46"W �� W/PIN, 12" DWN N-165408.8949 z CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS 30.00, ��I W/O CASE _ _ E-1303018.769 , SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE I (4/2003) PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISIONS I THEREOF. THIS I COVVENNANT SHALL RUN WITH THE LAND AS 8w�yt'�SNDTECLARATI6N LAT. I o L O T 1 SURVEY NOTES 7,420 s ft. I 20.83' INSTRUMENT: NIKON TOTAL STATION DTMA1OLG KNOW ALL PEOPLE BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNERS � q' 6.50 OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, DO HEREBY MAKE A METHOD USED: FIELD TRAVERSE WITH ACTUAL SHORT SUBDIVISION THEREFORE DECLARE THIS MAP TO BE THE GRAPHIC __j — 1 FIELD MEASUREMENTS AND ANGLES REPRESENTATION OF THE SAME, AND THAT SHORT SUBDIVISION IS MADE WITH ---�® o WAC 332-130-090 THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNERS W N 88'16'46" W 50.00' EX. HOUSE co DATE OF SURVEY: APRIL, 2003 (n BASIS OF BEARING: N88'16'46"E, SE 166th STREET IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. 1 O W PLAT OF AKER'S FARMS NO. 5 W co I � a > .. `�I LEGAL DESCRIPTION 5.1' � 1 TENG NGY MORANY NGY Q a d- C00 N I W co THE EAST HALF OF LOT 10, I > AKER'S 3 _ FARMS NO. 5, ACCORDING TO THE R .o v� _ - -- PLAT 1 THEREO RECORDED IN VOLUME 00I N 88'16'46" W 78.36' 40 OF PLATS, PAGE(S) 27, RECORDS ACKNOWLEDGMENTS :t o I 00 d' C OF KING COUNTY, WASHINGTON, STATE OF ) 70 21 to 1 SPECIAL NOTES. COUNTY OF ) L 0 T 2 O THE PROPERTY IS SUBJECT TO RESTRICTIONS, T-1 ^CONDITIONS, DEDICATIONS, NOTES, EASEMENTS AND ON THIS DAY OF �, 2011, PERSONALLY APPEARED 1 O 5,587 sq.ft. _ - - - - `- .� PROVISIONS DELINEATED AND /OR DESCRIBED ON TO ME KNOWN TO BE THE (n o n - - - - - - - - - - - (n N THE PLAT RECORDED IN VOLUME 40 OF PLATS AT OF THE CORPORATION THAT EXECUTED FOREGOING INSTRUMENT, PAGE(S) 27 IN KING COUNTY, WASHINGTON. AND ACKNOWLEDGED THAT SAID INSTRUMENT TO BE THE FREE 20' PRIVATE ACCESS AND 1 AND VOLUNTARY ACT AND DEED OF SAID CORPORATION FOR UTILITY EASEMENT THE PROPERTY IS SUBJECT TO FACILITY CHARGES, THE USES AND PURPOSES THEREIN MENTION, AND ON OATH 0 IF ANY, INCLUDING BUT NOT LIMITED TO HOOK-UP, STATED THAT WAS DULY AUTHORIZED TO EXECUTE THE LOT OR CONNECTION CHARGES AND LATECOMER SAID INSTRUMENT AND THAT THE SEAL AFFIXED IS THE 1 CHARGES FOR WATER OR SEWER FACILITIES OF CORPORATE SEAL OF SAID CORPORATION. SOOS CREEK WATER AND SEWER DISTRICT AS 0 5,040 sq.ft. DISCLOSED BY INSTRUMENT RECORDED UNDER WITNESS MY HAND AND OFFICIAL SEAT HERETO AFFIXED THE WATERLINE EASEMENT V I RECORDING DAY AND YEAR FIRST ABOVE WRITTEN REC#453645 NO. 20001114000732. 1 ADDRESS SIGNATURE OF - - - - - 58-29' - - - - - _ _ _ _ _ PLAN F q r...., LOT 1 - 17003 105th AVE SE NOTARY PUBLIC — — — — - - - 7-G.2 - - - - - - - - 1 CITY F F� ", , LOT 2 — XXXXX 105th AVE SE DATED N 88916 '46" �/ S88'16 46 E �1 LOT 3 - XXXXX 105th AVE SE 4 MY APPOINTMENT EXPIRES 128.41 �� 30.00' V� J"�� 13 20'�, SOUTH LINE OF LOT 10, BLOCK 2 LEGEND 5 + EX PK NAIL SET 1/2" REBAR & R,S c. p,RME 2� I ® EX MON IN CASE CAP LS#38992 pKE A0 p PG o EX REBAR / PIPE (TYPICAL) V0\ AS NOTED ® SET 1 /2" REBAR & N88'03'12"E CAP #38992 w SE 17 2 n d S T + I a_ SECTION CORNER QUARTER CORNER J O RECORDER'S CERTIFICATENO. LAND SURVEYOR'S CERTIFICATE Filed for record this day of ,20_ at M This map correctly represents a survey made M. �s�� TOUMA ENGINEERS by me or under my direction in conformance �w F TENG SHORT PLAT in book of at page at the request h� o LAND SURVEYORS,PLLC with the requirements of the Survey Recording _ x of Dan Touma Act at the request of Teng Ngy o WEST VALLEY EXECUTIVE PARK DWN. BY DATE JOB NO. June 2011 8992 6632 SOUTH 191ST PLACE, SUITE E-102 • KENT, WA 98032 DAN Ti, JUNE 2011 839-001-031 ISTF PHONE (425) 251-0665 FAX (425) 251-0625 NAL LAB CHKD. BY SCALE SHEET Mgr. Supt. of Records Certificate No. 38992 MHT 1"= 20' 1 OF 1 SHORT A O ,. , 1 _ KING COUNTY, WASHINGTOF APPROVALS: DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES Examined and approved this __ day of 20--_ DEPARTMENT OF ASSESSMENTS Examined and approved this __— day of ME RECORDING NO. I VOL./PAGE DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS that we, the undersigned owners of interest in the land hereby short subdivided, hereby declare this short plat to be the graphic representation of the short subdivision made hereby, and do hereby dedicate to the use of the public forever all streets and avenues not shown as private hereon and dedicate the use thereof for all public purposes not inconsistent with the use thereof for public highway purposes, and also the right to make all necessary slopes for cuts and fills upon the lots shown thereon in the original reasonable grading of said streets and avenues, and further dedicate to the use of the public all the easements and tracts shown on this short plat for all public purposes as indicated thereon, in- cluding but not limited to parks, open space, utilities and drainage unless such easements or tracts are specifically identified on this short plat as being dedicated or conveyed to a person or entity other than the public, in which case we do hereby dedicate such streets, easements, or tracts to the person or entity identified and for the purpose stated. Further, the undersigned owners of the land hereby short subdivided waive for themselves, their heirs and assigns and any person or entity deriving title from the undersigned, any and all claims for damages against King County, its successors and assigns which may be occasioned by the establishment, construction, or main- tenance of roads and/or drainage systems within this short subdivision other than claims resulting from inadequate maintenance by King County. Further, the undersigned owners of the land hereby short subdivided agree for themselves, their heirs and assigns to indemnify and hold King County, its successors and assigns, harmless from any damage, including any costs of defense, claimed by persons within or without this short subdivision to have been caused by alterations of the ground surface, vegetation, drainage, or surface or sub -surface water flows within this short subdivision or by establishment, con- struction or maintenance of the roads within this short subdivision. Provided, this waiver and indemnification shall not be construed as releasing King County, its successors or assigns, from liability for damages, including the cost of defense, resulting in whole or in part from the negligence of King County, its successors, or assigns. This subdivision, dedication, waiver of claims and agreement to hold harmless is made with the free consent and in accordance with the desires of said owners. IN WITNESS WHEREOF we set our hands and seals. State of Washington County of I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public Dated My appointment expires State of Washington County of I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public T Dated My appointment expires RECORDER'S CERTIFICATE .................... filed for record this ........... day of .......... 20....... at ...... M in book .......... of ........ at page......... at the request of Mounir H. Touma ....................... I......... ............ I ............ I............. Mgr. Supt. of Records Merteger-, Land Use Services Division i71 V 131 r>Ij (Nl 00-' Examined and approved this ___ day of _20_ Development Engineer Assessor Deputy Assessor Account Number 008700-0133-01 SCALE: 20 0 10 20 40 80 1 inch = 20 ft. PORTION OF SW 1 /4 OF THE SW 1 /4 9 SEC 29,,TWN. 23 NAG 5 E, FND CONC MON IN CASE 0.69 N & FND CONC MON 0.65 W OF PLAT LOC'N SE 165TH ST W/PIN, 23" OWN N 88'16'46" W 340.00(P) - (4/2003) W/0 CASE FIND CONC MON A' 88i6 46" W 314,23 (P) (4/2003) W/PIN, 12- DWN W/0 CASE (4/2003) 1,94' PLAT ANGLE Zn SURVEY NOTES HELD90'0'0pit N INSTRUMENT: NIKON TOTAL STATION DTMA10LG r 92aJl' 6'46-# METHOD USED: FIELD TRAVERSE WITH ACTUAL 30.00' 1 `—x— r—r—r— FIELD MEASUREMENTS AND ANGLES ` WAC 332-130-090 DATE OF SURVEY: APRIL, 2003 20 81' BASIS OF BEARING: N88'03'12"E, SE 172ND STREET 5.01' I PLAT OF AKER'S FARMS NO. 5 LOT1 I HOUSE 7,420. s.f I LEGAL DESCRIPTION 6.5-0 I F --- _ I THE EAST HALF OF LOT 10, AKER'S FARMS NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 40 OF PLATS, PAGE(S) 27, RECORDS OF KING COUNTY, WASHINGTON, 50.00, - — 00 W, N 887646" W I I SPECIAL NOTES. W 3 I THE PROPERTY IS SUBJECT TO RESTRICTIONS, CONDITIONS, --J DEDICATIONS, NOTES, EASEMENTS AND PROVISIONS DELINEATED N n iii I ? AND /OR DESCRIBED ON THE PLAT RECORDED 1N VOLUME 40 OF Q 4 I N . PLATS AT PAGE(S) 27 IN KING COUNTY, WASHINGTON. THE PROPERTY IS SUBJECT TO FACILITY CHARGES, 1F ANY, / LOT2 L_ — INCLUDING BUT NOT LIMITED TO HOOK-UP, OR CONNECTION ,L lJ � CHARGES AND LATECOMER CHARGES FOR WATER OR SEWER 78.36' 5.00' FACILITIES OF SOOS CREEK WATER AND SEWER DISTRICT AS 0 f 5,586. S. f. I N 88'16'46" W o DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING 1 0. 6 3' NO. 20001114000732. o _ - ADDRESSING NOTE THE HOUSE ADDRESS SYSTEM FOR THIS SHORT PLAT SHALL BE AS 110' STORM I 15' STORM L - - - - FOLLOWS: ADDRESS SHALL BE ASSIGNED FOR THE NORTH -SOUTH ----♦- - - ROADS IMTH/N THE RANGE OF TO AND WITHIN THE RANGE OF EASEMENT I AND UTILITIES TO FOR THE EAST -WEST ROADS, INDIVIDUAL ADDRESSES WILL EASEMENT 20' STORM I � AND UTILITIES I ASSIGNED TO TT-rE PRINCIPAL ENTRANCE OF EACH RESIDENCE OR EASEMENT BUILDING IN ACCORDANCE WITH KING COUNTY CODE 16.08. o MPS FEE NOTICE THIS SHORT PLAT IS SUBJECT OT KING COUNTY CODE NO. 14.75 I I I LOT J ^ KING COUNTY ROAD MI7TGA71ON PAYMENT SYSTEM (MPS). THE 5,040. s. f. MPS FEES PLUS THE MPS ADMINISTRATIVE FEE SHALL BE PAID AT THE n TIME OF BUILDING PERMIT APPLICATION AT THE RATE IN EFFECT AT 10' STORM I I THAT TIME. IEASEMENT I WARNING x _ - - - - _ - - - J KING COUNTY HAS NO RESPONSIBILITY TO BUILD, IMPROVE, MAINTAIN OR OTHERWISE SERVICE THE PRIVATE ROADS 11 CONTAINED WITHIN OR PROVIDING SERVICE TO THE PROPERTY 56.20' DESCRIBED IN THIS SHORT SUBDIVISION. 70.21' 30.00' `I MAINTENANCE A GREEMEN T 92�49' A78'4di'°f� I I I SE 1 +66TH S1 N88'03'12 E (BASIS OF BEARINA)------ LAND SURVEYOR'S CERTIFICATE This Short Plat correctly represents a survey made by me or under my direction in conformance with the requirements of the appropriat State and County Statute and Ordinanc Certificate No. ...470 6632 SOUTH 191ST PLACE, SUITE E-102 • KENT, WA 98032 PHONE (425) 251-0665 FAX (425) 251-0625 ALL PRIVATE EASEMENTS AND/OR TRACTS TO BE MAINTAINED, REPAIRED, AND/OR REBUILT BY THE OWNERS OF TIME PARCELS HAVING LEGAL ACCESS THEREFROM AND THEIR HEIRS, ASSIGNS OR SUCCESSORS UNLESS AND UNTIL SUCH ROADS ARE IMPROVED TO KING COUNTY STANDARDS AND ARE DEDICATED AND ACCEPTED BY KING COUNTY FOR MAINTENANCE. Ir �) L 11� 1 1 S'P 0 1 2006 I — K.C. D.D.E.S. LEGEND ® MON /N CASE ® FOUND REBAR & CAP OR IRON PIPE 0 SET 112" REABR & CAP LS )f9470 SECTION CORNER 114 CORNER Lozo -^o%-t 8 NGY SHORT 17003 105th RENTON, WA. PLAT AVE SE 98055 DWN. BY DATE DAN T I AUGUST, 2006 LLJ Q ch J JOB NO. 839-001-031 CHKD. BY SCALE SHEET MHT NOTED 1 OF 1 Thursday, Oct 12, 2006 01:58 PM User: florentr Computer: DE235349 Os: Windows NT Version: 5.1 P,OR. OF Nei ¢ • SW-4- aF SEC, 29—a -s I�C/,N COUNTY . W,fRS.y. mac'• ax�f'�r 1 • A04JND A90N FOUND maw /Z N PLAT . • • ..;: - `'• •ti: - ,cam. � ' s8T PK S%3G` sAZ �i io�r 7 F t NE FSVC 1� 'r S�• • f •t'L • , -h r• • - 9V 9, 949 .4 � t HdU� •••i � •try. .. .- X 04,0 V /WAtl RECORDER'S CERTIFICATE II filed for record this..2-k... day of4C.//A'?V•,1J00.at.,l'.„M• in book.,,0, r..of.f.WR.at page,/&,: at the request of ............................ &RAT7........... ........................................ Mgr. Supt. of Records SURVEYOR'S CERTIFICATE This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Survey recording Act at the request of ..MARK .............•......., in.2??%,..... 19.89.... ... ..G. ... .:'................. Certificate No. .. f76G3........................ -.94IRVEY X,4PK Z EOSUI?Y 16633 S.E. RENMN,, GWfll 980s5- 271- 344s Z37-Z000 h� Tf/�=, SG►UTH HRL +G ?� T H: ;ERST fIALF tic LET 7; ,BW49114 21 AKER'•S FARMS,raA%&. B', ACWR•AlNe9- 70 r PLJO"j7. ResCCJRAEA !N Lt74UMe 40 OF P4nr:S, MO E7, Ra,-0AAt: -0P X1,V0 CI?VN7Y WASH V6.7z7M; . .Stl67'ECT 70 EAsE'MENrSf eXC&P77d%VS, R/GHi , COWWA. A R957.9/CT /OMS AND /RerSWRVAT10345 OF .9,&C0RJD, /F AW. M ti.' 1 e�E"/i1e'gt'7'/' 4•. 17E�C��s' prt. �Y ' ' •' r - 7VIKW44A, WUM :'ia/pa DWN. BY D&te; _ JOB NO. CHILD. BY SCALE SHE E` . QMV N 15-IZ5HIPS Construct Cons+- Parcal Waninvi Tbtal`Ae¢aj Tglce Lt Rarnaind¢r Rt, basement verrlit - 9r2£Ml6A CUGINI .30 Ac. •Z.5a Ac. o'Irbnc 7.`1fi Ac t-093 ur lock. I-993+7 ¢wton 5.00 AcAc. .97 Ac •01 Ac 0,02 Ac. 4 Ac i.08 7. 4 Ac Ac '- NOT* IBE „11? -8987 cnrne'v 5.95 Ac tl,IFAZ. 5.78Ao, 1-8989 Nil lla�'- 6.°tl SF. 2 82 5.-_...F, __..L4 1-s9so WOT• •U5E0- 1-8991 NO O 1.8499 r18Pth¢rn Ppci Fin R.4_ oun atfm G.47 Ac (. 8 3.Tg Ac O.&I Ac 0.05 AC. i-90 N9T U EV I- qobw. VOT Us D 1-900 • iVOT USEd , . •�_ -8 26 Gr¢nln ¢'- r �'- _ 13973. 5 -' r' 259.E 1 A02T • • WOT U5E.D- 1011 °oodnt r4 .t - : 17 5.8,0 S.F 70t] S.E - l 950 5P. 1-101 Proctor 27r3 O ar. 5.4150 SF- 21,050 F. ^. , 1.101 era_-'fc `+1f' 8„277 SF 2,fv30 sF _ - 6�527 5�p _,_ l 10122 Ra m . • 979 SF 5,879 9i 1.10 -3 Pinkerton^' '-� 9 983S.fi 0i763 R - _2?t _. 7-10-1 SChIVnWill r _' l 90s.F. 12,414 SF: -M WflgSF 1-10125 Siccordi _ 13490 SR I-JQ126 F¢r tram i 520 5A T-1 Teka --7 1-10127 Lallar _ 3.5 OS.F 83zF0 S.f 4,650S.F -1012 Bush Y7 23.F 720 s,e - 17241e sFSF • 1-599e. Fred G._Uater 2.o2'ict 4.75 AcAc ei.9x Ac o3S Ac "~ VrY 1.1146e, Stale op WasF,;n +on 12A511 T- r56o S.G. 1.11 67 Rail 2185o8.f: ••:.. ' 3W SF - I•11468 _�- Go1li¢r ._ ,..___ "IA4 ac. B155.F. For TOW parcel r)e.tg'tl See 5h@.et No CURVE DATA P.I. Station Q D R T L . .00 6.89 784.04 S.R•S 5 105 32° 3ta 24" Q.t 1000.Oo 292, 8 5rP .09 JS Lina• 5+ 480 37' 171 v6 -Lt• t15A00 151. L 292.84 JB Lme- 0+8555 57° l0'_22° Rt. 7'3.00 4P. 7 74.64 Jj Lin - 4141.32 ° 1271 Rt 600.00 Zi$2.G4 14.50 JRLina- 9f43.79 94°47 c)5' Rt• - - 30000 93.97, 182. 5 17 n r 0195.1 3A 43 O2 _ Rt• _ - - 100.00 -30.42 59.43 CARR U,- P.T 9ta, Wie•26 T 23 N. R. 5 E.W. M. `_ r a 1_ . __.)i tj Shed I i'• VJ p _s `S 114 5W Y4 15EC.29 1+ 11 '•`' ��`\. ..•-• - Foe II ,Q,� �'_: --.=�--_,,,._,,. _,_," -- s.', \\ \� • %U COUNYY/ A9fNT lr +to. 1i ••! Re°ION M_O. RTAT[ L r{°. FI° rR9�tCT NO. lHEtl( �f0._,. 10 WABH. h.1-106/ I NW r/4 S W %4 SEC, 29 °' n ,9, : c_ natr.et O (F8 334 � ,.� to � � I. ��pj 2'� r. J ' ,� •,.2 n& : i ' ' : �: r• °: � � ,. I ��. I , .I,oQr/ 11cr,/o A•pv m JS (2159.3 .. =1, ,, r. r <''%1 _ �.:� A _ - _ . r. dj0' �T. / .z `O + o • - -- ,1_ �L•fgo• 1 pp 4e q .I l ..._ .. � I_ O. iry ' :t �'-_ ii C '�•.brt wy � I �' /ord�o� • •' t+24.00 --.. $998 � �1 y 'o N 'd. �'- d} _� =- �R A. ' - a}, 1 - -$'F4 • 0+95,19 L �, 3 I .'-4y*,° s H'S 4°c�; Ho % Ha, JR 1•It50 i 4 ..n6'{ O+ 'b O•'Sp' :p'n N •r' r ! ! {f}' �1.5J- ill` ,v +_ r RT: Jq L 4734 � � �- � •.W,' :3� !!-•+� Agar/manrs'•••5 _ u •`yl I .>^ `SI-- -M ' \\Cr '�Jo0.��1'g ° �� t0+31.9t h + • `t.-• `n I f ri A. i• •t - ` ATo�Pm2nf5 I�4� d a `'� i IJ32° ..'.�k�a3a; i�,''3 I+p,cc .� ti • y.anJ $1lo1 � ta9 Eta - -�shed � - .I_ C1 low • •�pprlrri¢rJJs 1 W =1 !l •�� f f 2. •a aion • �V 3b,yb Q .' •, _� �r� •it a att + u.• i HaJ �, 4. C `• �.� �•.- t.f�-Kl fl12 ---•' 3E.1-+�•nd O+pp d F"��'S°, ._ -i-'T ;,..r, /-.-t, a2 .5�a�� --'`�"�❑ r _ • Yp� i y.`I ! -.--- --- --- - 'M1. • t 'TQ a i5'n 'r, I -•1 .j� `'y+� �,4�, '1 1' i .. ..,=-__-•, y I o s J+2CR 5--1�-:`._' :... f •-= =- '.__-_.. ' ••� �T � ;dt�� 1 I� <y,d� "' • :I Q .� 7r �4' Ho, I � /O i' ~ -- I Rn • • �1d`�': _' i•9:1r,���i. ,.1 .l."37:�n: •`-� ' •• 7i/- .;�•' .Py`a' �'a'•' 1.� �yn'!t!w rla ' � i�(`''SJhj Ad/E. S.E-. J.�i )• % f i: `�a¢•Ga_y: r�•{{��� �. ..) I `V r _•te. _ "r.•.l Wotas: ,r 1°Ayo v' !I If 1��VI 01 I Ho, i � (71 ' /•:' 1 . ! . l !.�„h.,,) / .. . ..... _ s*-�f =�ylh /,. p y� a� v °�`I 6.• '1, .: -e C' 29 �1 All baaringa and rlistnncas pr¢caUgd Uy an astarlsk. are front title \ ���; JQ �'• h. •, �' ? + 1.4/ 9had•• ` �a.T' - rapor15 and/or plats. i �! 1 ) �r% 15 -ry 141t'J 1-If4J rij Il had 1Ch¢Aj� R99 ~•_ e 2 Io t�� IYIO ]no L _( 9 l G��. loo o •tooat oq-//hypro •ti J:1] ti<�'` 0 ,c�J' .:K1-ink, Sccrla. in 2 4 I! /1 �+ \ Z _ = - - � _-''r Iad , • + H ' y i:] L G tl D it/�r�� `j:: 1 rljJ 3�S .G°�o�'� odd � _ "r-'''' 1 %J SDI/ SW% 11;/ b.J:IP �syiY.=^y4=-- •- E. Property Ownership++ mbar I9929 /' :n- 4 EC, 2 !! r y - ♦ _• 11 : Grade intersection Rf. .I 2 JR 4}+00 I! 1. = " L # / :; ,, - Property Lln¢ ) r "� _ _ r1.8987] �7 ! P.03. 332t85.00> .N oo" 1 rill {Irl Ha Nv. "I "+ • L E._. !' A, �_F --i _ ? . .1 ! 35 P.O.T. Q+pp 0 - J - R END . a s • ShcRi a *,, -aT. -.. - ;:� _�' �s�3uE s IC;I ---- �__._Y ❑ r1�. I•f a71r' CtArrwr M )a 07) r ,.. - �� , F_-e1NN`lNG OF:PLAN '� 3a .r "s� ° ���� at'° I _. 13';t�� CD MON. onurrren� Sef'- QSrade Intets,40ion) e sn " 3: c v '• ��i e I In N ; ; - n t j a.��+7/-r.71)"F> P �i o n qop/n? Ca.7y¢r "�d: 1 s F 3�ix f .�H92rn liW �^ .• ® IVI(�ri' MO[titmertT �ou11G1 Carr Rd. Sta: �o► o P;.e I z: ! , N �� c� �N�OT. S T S °' kl"Fx Evr1'5 •' - cEll Pr- cR 8i16.2r4 _�__._ ! t �0 �° !x s o i Q�� CcrJNiyl. .5j�obsa ap� �jQ/4 CO)", 4, CITE I h , J 'sr ✓ ) n° ;� °� I I t 15 MONUMENTS:9� F AR�:•2'GA;.V. )RC N NOTE: For Ttigkt o Way plans Turn•baek $E , ate` 32a+ !1 / `nor >s �ti, S@A 1'I 4 Lint I , 95.90 1 u' 3 < m 1 I PIPE WITH CONC: .CORE INSET.Vi iTH • n+ 7j L3 9° i lir: a ! :� ;I I '. GRA6E'/hIYER back see SR 515 Renton Vjc�nity: : - _ - Q o'°' Grade_I_ntert' �} / �'X Q o ti ! Ids`s+oa`t p_s�cTiory I A-�.FOC'3 $t2 91,57= 3'� i u9.� pr P x Goa �; �'I II o.c- COP PER WIRE Off TACK• iN51(�� D.O:i. SE 196th St.To Cgrr i 0$1!� Gpprotrt I r" %D'S.E.i14ihQt00 v a / Nrp 0� I N -t:��; STANDARD MONUMENT C A!i, AND August 9, 19i1.', ,•-'"' j; l ro.a 33o r T ! _ �" s '` p/sli�servr T�qy v� i '.III 1R COVER. ALL COORDINATES WERE • r r - 4a K 'i'sg`_.sG "f , r,,,. NTY J 2,� ;I 4 C:AlLCU1 AfEU FRf -:M A SFCOND ORDER C _ 130� E N U RG , • �'____-._.NZ •'r1,i ,p "i ao.` • - 'a �',. i 5 t:.:'�::p.-�"+..:a. 1n : 1 i o, p LE Sta. 3zg+21,4¢" a"�-9' 3e . 1sl:li. 51� elo+ `'° S .,,+-11�r �, H Ira TR AVERSE BE F WEE:N N.G.S. 'HIGH'. IOt' 51 o I (: , 4234' -- _�nW01425 �1�•_._.. Turn•" I e9a9 _ .. - - }... ---'-; �e.. _ \ ``��','.' 1�' ''.IOPJth AND EAST. WASPIfNC7TOil STATE. 5rr. c hack` t. $1 Wu :.�.c2M4 "�:_ - _.' a � :--:"AVE. S.E, 5E"C. CORNER MO J FOUND Lhia------� � q3x,t.._.- =-:,. Line'_ .: �[ PLANE COORDINATE SYSTEM USED. ' .r�k t , C :+'ry .� � IBe.72 q i� - e �-may----..a1,� _� ['•} _,. r� '' .°[c•`/./NOUISHMG'NT 1` @o H.. .+,' J N U U(-I R. COR:"dE R MOi•1 FOUN J . �o c'auvrr :F= L 1-1iA6G -. :.�;, 1 c - - .x t- ° 1 '� iwrf: -1•_ - \�,.�rr,�,.>.i� * �.�, �.97 c+.'X ?r 5 I F, •° Gl 0+` r • 'a .• -..� - 2122Q �. R/W dy Others Zfi' �'r"" CJ . Slq' s � r' p ! � ri p }g�-� ret{e 5-2a•Si C.19-s1 kU.1 Grc 1a 1. rxs i at ijSL; ,e 5ro.r>.9et P.aC,dA,dW I 'R n E e.d..f eAL MON, MONUMENT SET 67:• (� r 6he sR:1G 2'on5elde or Sa t"r St. ` 6 -_-P ��.. a: V V, `�C•: ir,1\J er B-tt•7 -lo• f . Ey_ieg nd°JY• a.�al P°. ee[ I. 8948 __ pT •------.1 - -- �._.- ,- I V��V ... srt.r 3�5_71 d,,�'rjeyieed Ahg4 fAddad, d�mw.fon Pa. es1 _!•B58! -- DT 7L Leber 5 t t l3 4_t a, t e•+'_t ed bo dar 1{ o.ens w Ge4 i Sh90 _.._ ._ RL`;y .. ;StN%q SE/Le1,e:,�,I;t ,- , I r _ 1jJ :142' l' 3 Rq,i ed 6 dgF�4a eas P cel 189 ,deleted puree! 1-8g36 _ RLs e--•,i - r U'st 38 :.Z9IIII---------���-7 •�L•' 1 if4ler 9-t•1? Q-tB 12 nevi S bo dgrt)s{arGw' pnrckl.,l .b3E6{I.299q gdd2d piKFl i•H190 RL:, - - Y1 r " _-_ . III j ' Levier 28.12"- ¢Zs iz n2.lan-Jh pap.q�,l @tB90q, �9v Led Rl'rl �ite4 S32`L-55{A(-31GI S1.C9 N', R4S - "•V,c ' Au7H6H11Y - f7A"SE SJHSLLCJJE Fv r hvoaanrn,l.: 6Y PCUI�I IT I DE,NTIr ICAT•fON NORTHING EAST ING STATION Of FSE;-i DE -:SCR -'Fr F10 l = 0)4r. C'or- 29- 3Z 165467,61 1662 896,83 ,9,a4 �- 77 76? =� J3RA'S-5 ' CAP IN. ROA PC 165,5.12.66 16&2843.16 J 26--# A 1. 40 55_ 71 _•_ MON. IN SHOUL DN . PT 166132 . %6 .15 332 ,,57.44- 55-)L1: 1/V SHQUL.DER::' PC 166488.92 lUb2QQ835.fI ITS' 4,,01%9993 . ' MON. IN ROAD PC 16673 . 166183f0.48 T34_2'+1 31,Lf: O H/ .:IN LOUR PT PC 1& 7209. 74 16615-10 . fv 31- 47 , f 7 3I L-1- MON. IN S'HRU TER 16b716, 7,5 1662215 . 7 .TR 1 f 5-••1 68 MON, /N RO PT 1669g4,20 16,61778.99 fR 6t7.3,18 AjON. rN ROAD J°C 1677Q92. 32 1661682. 83 TR 8�117 78 MO1! IN ROAD PT 167.265. o(o 61 TR 10+31. 91 MON.. IN ROAD STREET 1NT 166,717-1• 1'3 1662934- 97 BENSON & SE 172ND 3RASS (2APb%` CII LAND SURVEYOR OR CIVIL ENGINEER CERTIFICATION RECORDER'S CERTIFICATE 4n72 2 This map correctly represents a survey made by the Department of Transportation in conformance with the requirements of the Survey Recording Act. Filed for record thiszddy of �/ )I9a_-20t/ , JAM Signed in book of s)1'- at page ZQ A-D at the request of and Sealed L.S. or C.E, Registration No.__ ,19/-% /_YV C'�7 �D / u Gr/ • ELLEN HANSEN Signed JA MES S , 11YEEKS POSfT[ON MGR, SUPT. OF RECORDS + Found d ECORD: CIF SURVEY .W A H I N• TON. -STATE • E PART ME NT'..O"F TRANSPORTATION S-R 51 - TO...G R ��/AY. rCAAR--ROAD ... - SHEET 1 OF 5 SEE AF FIDAVf 35 MI 91 10ZIV022 (BASIS OF BEARINGS) N88'11 6'46"W 339.98' (M MERIDIAN PER PLAT OF AkER'S FARMS No. 5 .. . . ... ... ............. . ......... .. ........... VOL. 40, PG. 47 FND. 2' R,P.'S:TO BURIED :OONC. MON. -7.- 16 - 91 FND. 2' R.P.'S TO BURIED 30' CONC. MON. 7-16-91 QL LJ 0 30'. LEGAL DESCRIPTION (C) THE NORTH HALF, OF THE EAST HALF OF LOT 11, BLOCK 2, 0 AKER'S FARMS No. 5 ACCORDING TO THE PLAT THEREOF z Z: RECORDED IN VOLUME 40 OF PLATS, PAGE 47, RECORDS OF -tf KING COUNTY, WASHINGTON. .... ...... . . ........... . M SW 1 /%:SEC. 29- 23• -."5 ....... ........ .. .. .. .... ................... fEF�AFN�ES 1 PJ_AT OF AKEWS FARMS No. 5 VOL. 40, PG, 47. 2 RE�-QRQ Of --SURVEY K.C. REC. # 9012049008 '3 -3,.-.-.F?ECORD.0F SURVEY K.C. REC, # 8908099001 ReGORD OF SURVEY K.C. REC. # 9009269002 5 RECd�b OF SURVEY BY WA. ST. D.O.T. OF SR 515 6 REC61RD OF SURVEY K.C. REC. # 8707249052 7 LEGAL DESCYLP-171OW-PROVIDJED BY CLIENT ? Lj CL + rn U N88*1 644"w 0,0 0, Ct> U-) 0 0 CO: 00 12T69' co cy) 0 00 C3 4.1 z 127,7 00, A - N88716"41 "W L. z SET 1/2"DIA. REBAR W\SURVEY CAP L%�;. No.s' 9634\10356 ) FOUND CONCRETE MONUMENT AS'Ne�TED K 14J• (P) DI RECTION/D1 STANCE PER PLAT OF AKER'S FARM No. 6 . .......... ... . (M) DIRECTION/DISTANCE AS MEASURED (C) DIRECTION/DISTANCE AS CALCULATED 0 0 H.E.S. HIGHWAY ENGINEER'S STATION 8 z 14- -.4 VOTES f --ehELD D'A'TA. FOR THIS SURVEY WAS OBTAINED "rt LD MEASUREMENTS, ANGULAR BY DIRECT E AND LINEAR -RELATI•QNSJ-JIPS WERE MEASURED WITH A SIX SI!C61ND THEODOLITE AND AN ELEC- :TRONIC DISTANCE MEASURING: -DEVICE, SUPP- •.:-,LEMENTED WI.T TAPE;. A STEEL FND. Mlot�. IN CASE' H-E.S. 1+515�68.: FW.`�6N. 'A:�ASE 7-16-91 ­7 K -M) 66.. 58-68' 316.60' (C) 281-99' 316,85' M A* 67' (M)ql 340,70' (P) < N88 03'30"E 340. N E 114 TWP .114 %'�EC_;& 2 3 N, RGE M. 0 6 COW RECORDER'S CERTIFICATE ----- SURVEYOR'S CERTIFICATE ITO WNSEND CHASTAIN & ASSOC., INC. aR. NNO Fited for record this.2--e-- This map correctly represents a survey mode by me or under my day ofl;2� WINDS ...McCA 'TIC-1 T I;r Tii�*117 r L S in book -94P at page _Z __J__ at the request of URVEYORS ENGINEERS direction in conformance with the requirements of the survey DEVELOPWNT CONSUL7'ANTS BOUNDARY SURVEY WAYNE E. CHASTAIN Recording Act of the request of SURVEYOR'S NAME' in r., '31 409 SOUTH 3rd AVENUE GCM 1084ROS 1 50' sr 1 KENT, WASHINGTON 96032 10356 (206) 854-2043 W, f , C ULY 30, 91084 J ISupf. of Records certificate Mg. j�Fek cr AKER'S FARMS N0.6 IN THE N-E,1%4 OF THE S.W. 1/4 AND THE S,E—A`bF THE N.VV.1/4) SEC. 29�7 23N. R.5 E,W. M. C �,Qo A 71 C3,S:.2 p 1 .: NPLAT T•ED— • 4 , a OD a Z � 0 t� t� W � OCTOBER, 1944 IA a'1 Y+ _ _ EXAMINED ANDAPPROVED THIS P4 DAY OF NOV.-.A. D. 1944 0.MAIINF.45_ ^ ICING COUNTY ROAD ENGINEER EXAMI NED AN D AP P ROVED THIS 27 DAY or NOV- A. D. 1944 R aS�L H. F�U,ENT _ CHAIRMAN, BOARD OFKM+G COUNTY COMMISSIONERS ATTEST: MINNIEE.SMITH _ _ _ ­GC UN_ _ __ OEPUTY-CGERK,BOARD OFIC/NGCOTY COMMISSIONERS _ ff? F T►+ 1 G 7• o S ,i 10 SCALE 200FEET TO 1 INCH a2-ST 13 /G- ---_-—_` y756� � S28.oB W zo ,� •5a — x--i9" W W `'` �• 2 T AR• 3? = n m 4 y 337-A'I �,- , •• '�� '• Sea,IC'. i tN N 7 .36 1 oN. ? V a .FU •• ` • • ' Q, ._ to d • 7 .1 142.0 ` i T8 09 ' r ts<t• wi G ' +• A300 C - - `-- o-- 3 �4 n , ° i.sb isd'• w N88�/6A4a w Spa s'o•. oa a 4 23 0 0 e j 22 0 o+ n 0 6 2-1 7 20 1 g��'•::.. _ +r 19 1® 10 17.. II 16 ,12 , a 15• s°r R •4 3q0 300 a ea. I6'•4c"W .11• y 13 u aao-c2 ; m ROY J•, STOREY CIVIL ENGINEER DESCR I PT ION THIS PLAT OF AKER'S FARMS NO.5 COVERS AND INCLUDES ALL OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 29TOW NS111P 23 NORTH, RANGE 5EAST, WM•, EXCEPT THE BENSON COUNTY ROAD& AND ALL OF THE SOUTHEAST QUARTER OFTHE NORTHWEST QUARTER OFSAIDSECTION 29, TWP. 23N& R5E&W• M•,p EXCEPT PORTION FORTHE BENSON COUNTY ROAD, AND EXCEPT THAT PORTION LYING WEST OFBENSON ROAD AND NORTH OFA LINE WHICH BEGINS ON THEWEST LINE OF SAID SUB - D (VISION ZOOFT. SOUTH OFTHE NORTHWESI•GORNERTHEREOFj AND RUNS EAST&AT RIGHT ANGLES TO SAID WEST 41NE. LOT 21 BLOCK B. IS RESERV ED FOR ACC ESS TO PROPOSED LOT IN N.E. 1/4 OF SEC.29-23-5 DEDICAT ION ..1 KNOW ALLMEN BY THESE PRESENTS THAT WE , THE UNDERSIGNED; HARVEY C. AKER AND CLAIRE I : AKER.HIS WIFE. OWN ERS IN FEE SIMPLE OF THE LAND HEREBY PLATTED, HERESY DECLARE THIS PLAT, AND DEDICATE TO THE USE OFTHE PUBLIC FOREVER ALLSTRE£TSAND AVENUES SHOWN HEREON,AND THE USETHEREOF FOR ALL PUBLIC PURPOSES POSES NOT INCONSISTENT W17H THE USE THEREOF FOR PUBLIC HIGHWAY PURP05ES,ALS 0 THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR GUTS OR FILLS UPON THE LOTS, BLOCKS& TRACTS, OR PARCELS OF LAND SHOWN ON THIS PLAT, IN 7HE ORIGINAL REASONABLE GRADING OF ALL THE STREETS AND AVENUES SHOWN HEREON. 3a 340-70_ i%_ ND� 588� p3' 1.2"V4 ............ Z HEREBY CERTIFY THAT THE PLAT OFAKER'S FARMS No IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 29.TWP.23N•R.SE.W.M•tTHATTHE DISTANCES, COURSES,ANO ANGLES ARE SHOWN THEREON CORRECTLY; THATTHE MONUMENTS HAVE BEENSET.AND LOTANDBLOCK CORNERS STAKED CORRECTLY ON THE GROUND'. THAT L HAVE FULLY GOMPLIED WITH THE PROVISIONS OFTHESTATUTES, AND THE REGULATIONS GOVERNING PLATTING ROY J STOREY _ DATE- NOV•20,1944 CERTIFICATE No 1570 RENEWAL No. E23. Z HEREBY CERTIFY THAT THE WITHIN PLAT OF 15 DULY APPROVED BY THE KING COUNTY PLATNNING COMMISS-- IONTHIS 20TH DAY OF 2EC.A.D.1944. OTWAY PAR DEE CLAY ALLEN DON S. JOHNS_ON Sf.CRITARY VICE CHAI RMAN E.YEGUTIVE OFFICER~ IN WITNESS WHEREOF WE HAVE HEREUNTO SET OUR HANDS ANDSEAL3 THl5 215T DAY OF NOV. A .D. 1944 • — NATIONAL DANK OF WASHINGTON OFTACOMA HARVEY C. AKER _A^H. BROUSE_ C.T CHANDLER CLAI RE AKER.Su PRESIlJE.H/7 ' CASHIER I PN R q G RPO S F .--Lor'� 13LK 13 :' ACL�4=Nt��l1l._LE.DGNtEN T --- x S E/\ L y o ,:t9 RESERX . D C=2o'c7 ' 5TAtEOFWASHING70N a _ 6G �s7'oo" COUNTY OF•KING-S`•s:+•-. 7= Ici.ey .' tP29q.cr Y,.. 3L1 -` HIS ISTC CER-TIFY-THAT ON 7H15 21'Sj DAY OF NOV- A.P. t94q.l3EFORE ME,THE UNDERSIGNED, A ' NOTARY- PUBLIC. PERSONALLY APPEA.,RED HARVVEY G: AKER.AND CLAIRE AKER, HIS WIFE, TO ME KROWN TO 13ETf3£ PERSONS. WHO EXECUTED THE F.63REGOIN-0 DEDICAT 10N.AND WHO ACKNOW- LEDGIrDTOME THA•C'7k{Y SIGtJED AND Sff1LED THESAMIEAS T61EIR FREE AND VOLUNTARY ACT AND DEED* FOR THE USES AND PU R POSES THEREIN MEN710NEGI: SNtE7 A,CTNESSbry HAND, AND b7:•PICIAL SEA E:-THE DAY FIRST ABOVE WRITTEN• F. ff. DES M ET � NTER OF. _ _ .'NOTARY PUBLIC-INANOFOR THE STATE OF WASH- U CTION r_5 INGTOV. REStOfiVA7 WENT y F rzs `9�� OF wPS ACKN4tcVLE.DGEME.N7 THIS 1ST0 CERTIFY TI;AT ON XFi15 2l5T DAY OF. NOVEMBER A.O. 1944, BEFORE MEP THE UNDERSIGNED, ANOTARY PUBLIC, PER3ONXCLYAPPEARED, A.H.BROUSE AND C.T. CHANDLER,70 ME KNOWN TO BE ' THE PRESIDENT AND CASHIER RE�aPEGTIVEL•Y OF THE NATIONAL BANK OF WASH INGTON WHO EXECUTED THE WI THIN AND FOREGOING I%LSTRUMEN T, AND EACH ACKNOWLEDGED THAT THE SAID IN57RUMEN7 WAS HIS FREE AND VOLUNTARYAGT.AND.:.DEED FOR THE USES AND PURPOSES THEREIN MENTIONED, AND THAT THE SAID OFFICERS OF SA I D% 9fn R PO RAT 10 N ON OATH STATED THAT THEY WERE AUTHORIZED TO EXECUTE T H ESAID INSTRUMEN7, AND THAT THE SEAL AFFIX ED IS THE COR PORATE SEAL OF SA1 D CORPORA?ION . INWITNESS WHEREOF i HAVE HEREUNTOSE7 MY HAND AND AFFIXED ►utY OFFICIAL 9EAL,THE DAY ANDYEAR FIRST ABOVE MENTIONED. _ HUGO C, DELIN _ NOTARY PUDLIC 1# ANO FOR THE STATE OF WASH•- 1NGTON RESIOING AT iA9_Q_ A RESTR(C-TIONS '� 9/ct ALLLOTSINTHIS PLAT ARE RESTRICTED TO S-I, (SUBURBAN USE). EXCEPT LOTS I T04. IN LK.2 :-'LOTS 3 TO 10, INCL•, 2LK. 3. LOTS 3 &4 , BLK. A. LOT I . SLK.B& LOTS 4 & 5, BLK 1. WHICH ARE RESTRICTED 'RCS' A- I C RESIDENCE) U SE . NO LOT OR PORTION OFA I.OT•SHALL BE DI V I DED AND SOLD, OR RESOLD, OR OWNERSHIP CHANGED OR TRANSFERRED.WHEREBY THE OWNERSHIP OF ANY PORTION OF THIS PLAT SHALL BE I;f-55t•Ti•-6N B5000. SQ. FT. FOR S - I U5E . NOR LESS THAN 6000SQ. FT. AND 50fT,INWJUTH FOR R-I USE, ANUSU67ECT' F-VRTHER TO THE PROVISIONS OF KING COUNTY RES. No. 6494 AND SUBSEQUENT AMEND- M t1�t% THERETO';. WATERSUPPLY-SpRlt4G.G�.EN WATER SYSTEM SEWAGE DISPOSAL -SEPTIC TANKS COV.'ENAN •T i KNOW ALL MEN BY 714ESE PRESENTS, THAT.WE•,.THE UNDERSIGNED HARVEY G.AKEO AND GLAIR} LAKERA.- 141#WIFE, OWNERSIIV FEE SIMPLE OF TH`c•LAND PE•REBY PLATTED. HEREBY COVE NANTAND AGREE THAT IN GONSInERATIONOFTHEACCkPTAN,G ANDAPFROVAL.BYTHEPLATTINGAUTHORITY OFTH13PLATWITH GERTAINSPREETS,•AVENUES•;BOU•LEVARDSAND HIGHWAYS UN IM PROVED�WG WILL IMPROVE IN THE MANNER .:REQUIRE6 BY THE }LING COU.I TY.:PLATTING REGULATIONS AND ANY SUCH STREET, AVENUE ,BOULEVARD, OR litGHWpIY 9EFOR,E THE sA,LE OF ANY PIEGf-, A•PARCE L OF LANDAUU 1 1ING ON ANY 5UGH STRECT,AVENUE, BOULEVARD, OR HIGHWAY. 01A DEPOSIT A':BON13'-TO INSURE ITS,IMP:ROVEMENT WITHIN ONEYEAR FROM . SUCI*SALE. TM+9 COVENANT TO RUN wuri•i THE Dill, IV,THIS PLAT, 0.ND TORE BINDING,O•KI-TH€ PLATTERS FOR THE BENEFIT OF -ALL SUCIW PURCHASERS:, L4 IN WITNESS'WHEREO'F WE HAVE HEREUNTO SET OUR. 13AND$'.'AND- ANDSEAL`3THIS 215T DAY OF NOVA6I9ER A.D.1944- - - FIARV-EYC.AK`ER . _ - 'CLA: RE AKiR� FILED FOR RECORD AT THE RCQUESTOF THE KING COUNTY PLANNING COMM IS510N THIS 21 DAY OF DEC. A, D. 1944 AT o6 MINUTES PAST 10 A.M., AND REGORDE D IN VOLUME 40 OF PLATS. PAGE 27, RECORDS OF KING COUNTY,WASHINGT©N7 ---- BYM.J-A.WILLIAMS_ _ DEPUTYCOUNTY AUDITOR ROBERT A,MORRIS ICING COUNTY AAubfrop —