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22-102749-UP-Preliminary Drainage, Grading, and Right-of-Way Plan-06-15-2022-V1SD GRAPHIC D SCALE 100 ( IN FEET ) 1 inch = 50 ft. VERTICAL DATUM: NGVD 29 LEGEND FOUND MONUMENT AS NOTED ( CALCULATED MONUMENT AS NOTED (C) CALCULATED DIMENSION (M) MEASURED DIMENSION (Rx) RECORD DOCUMENT (PER REFERENCE) TPN TAX PARCEL NUMBER BOUNDARY LINE — — — -- — — — ADJOINER PROPERTY BOUNDARY RIGHT OF WAY LINE — ROAD CENTERLINE — — — — — — EASEMENT LINE -- - ---- - --- SHORT PLAT LINE — — SECTION LINE AREA COVERED BY CONTAINERS (} GATE POST — a -— -- 6' CHAIN LINK FENCE --3c—a€----- WROUGHT IRON FENCE -------°-- - - MINOR CONTOUR ---- —^- ----- -- -- MAJOR CONTOUR x 0.0' SPOT ELEVATION 0 SANITARY SEWER MANHOLE O SANITARY SEWER CLEANOUT k SANITARY SEWER STUB Q STORM MANHOLE STORM CATCH BASIN C STORM CULVERT -- sD -- SO — SD -- BURIED STORM DRAIN LINE <- -- - - - E STORM DITCH LINE ---ss --ss -- l� -- BURIED SANITARY SEWER LINE IE INVERT ELEVATION PVC PLASTIC PIPE DI DUCTILE IRON PIPE RCP REINFORCED CONCRETE PIPE -O- UTILITY POLE YI POWER VAULT ® POWER METER 91 JUNCTION BOX TRANSFORMER LIGHT POLE � 4 LIGHT POLE WITH ARM IT GAS VALVE M CABLE VAULT [1 TELEPHONE RISER M WATER VALVE E WATER METER 0 IRRIGATION CONTROL VALVE (j UNKNOWN UTILITY MANHOLE U UNKNOWN UTILITY VAULT —_0HE--OHE-- OVERHEAD POWER LINE --OHT---OHT-- OVERHEAD TELEPHONE LINE ----G--G—G—G-- BURIED GAS LINE ASPHALT SURFACE CONCRETE SURFACE GRAVEL SURFACE IN,• wt maik OVER SHEET A PORTION OF THE SOUTH 1/2 OF THE S.E.1/4 OF SEC71ON 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON r o� i fir`' t 1 .w v , — t / / / ) / � LOTS TPN 2021049 55. I ��. 1 t t 1 'OFFICE 0 %�5HOP AND r —;PARKING�a STORAGE 1� 6 _ _ 1 ,LOT 4 TPN 2021049043 1 i GARBAGE1 CO E ED v 1 RECYCLE DECA BINS A)4 - ., ✓ l - SD i SD_ SD e�a�so� TPN 2021049148 TPN 1852950050 OWNER SHEET INDEX 35000 PACIFIC HWY SOUTH, LLC 1. COVER SHEET P.O. BOX 94176 2. GRADING AND TESC PLAN SEATTLE, WA 98124-6476 3. TESC NOTES AND DETAILS PHONE: (253) 826-5020 4. STORM PLAN ENGINEER/SURVEYOR 5. STORM PROFILES AND DETAILS 6. STORM PROFILES APEX ENGINEERING, LLC 7. STORM PROFILES 2601 SOUTH 35TH, SUITE 200 8. STORM NOTES AND DETAILS TACOMA, WA 98409 9. 351ST STREET EAST PLAN AND PROFILE PHONE: (253) 473-4494 10. 351ST STREET EAST GRADING DETAILS 11. PACIFIC HWY SOUTH IMPROVEMENTS 12. ROAD AND STORM DETAILS 13. UTILITY PLAN 14. BOUNDARY AND TOPOGRAPHIC SURVEY — CONVEYOR SILOS TPN ✓ TPN 2 162 1 i SILOS' �t l i � I I I 11 'I r- oz fy ,7 I I I kOPPER` 6RA7FS- 'psD sn TPN 2021049059 TPN TPN 2021049116 VICINITY MAP S 343RD ST a N PARK NRIDE S 344TH ST S 347TH ST S 348TH ST N PARK N RIDE S 35 ND ST N WUNDARY/TOPOGRAPHY SEE SHEET 14 OF 14 FOR BOUNDARY AND TOPOGRAPHIC INFORMATION SCALE: NTS PLAN NOTES 1. LOCATIONS OF OFFSITE BUILDINGS AND DRIVEWAYS FOR SURROUNDING AREA WERE OBTAINED FROM AERIAL MAPPING AND ARE APPROXIMATE ONLY. 2. ADJACENT PROPERTY LINES WERE OBTAINED FROM PUBLIC SOURCES AND ARE APPROXIMATE ONLY. TAX PARCEL NUMBERS WERE OBTAINED FROM KING COUNTY WEBSITE. 3. TO SCHEDULE A PRECONSTRUCTION MEETING OR INSPECTION CONTACT THE CITYS PUBLIC WORKS DEPARTMENT PRECONSTRUCTION/INSPECTION NOTIFICATION PHONE NUMBER (253) 835-2700. SITE AREA : 182,722 t SF. ( 4.2 t ACRES ) PARCEL NUMBERS : 202104-9043, 202104-9155, 202104-9162, 202104-9163 ZONING : CE ( COMMERCIAL ENTERPRISE ON -SITE PAVING AND CURB : 163,025 f SF. RIGHT OF WAY DEDICATION : 0 SF. CRITICAL AREAS : 0 SF. TRACT AREAS 0 SF. OWNER/DEVELOPER: 35000 PACIFIC HWY SOUTH, LLC 35000 PACIFIC HWY S FEDERAL WAY, WA 98003 LEGAL DESC EMPTION LOTS 1, 2, 3 AND 4, KING COUNTY SHORT PLAT NUMBER 274023, RECORDED UNDER RECORDING NUMBER 8011050835, IN KING COUNTY, WASHINGTON; TOGETHER WITH THAT PORTION OF VACATED STATE HIGHWAY ADJOINING SAID LOTS 3 AND 4, AS RECORDED UNDER RECORDING NUMBERS 8212060518 AND 8212060520, AND CORRECTED UNDER RECORDING NUMBERS 8307070635 AND 8307070636. EXCEPT THOSE PORTIONS CONVEYED TO THE CITY OF FEDERAL WAY BY INSTRUMENTS RECORDED UNDER RECORDING NUMBERS 20160108000112, 20160108000113 AND 20160108000115. GRADING QUANi1ES: CUT = 5,050 C.Y. FILL = 1,450 C.Y. NET = 3,600 C.Y. (CUT) NOTE: QUANTITIES CALCULATED FROM EXISTING GRADE TO FINISH GRADE WITH ROAD SECTION TO SUBGRADE NOT REMOVED. STRIPPING OR SOIL SUITABILITY NOT INCLUDED. NOTE: THE ABOVE QUANTITIES ARE ESTIMATES ONLY. THEY ARE INTENDED FOR THE PERMITTING PROCESS. DO NOT USE FOR BID PURPOSES. Know what'sbelow. Cali before you dig. NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT NO. XX—XXXXXX—XX APPROVED DATE 1. CALL ONE -CALL LOCATE (811) FOR UTILITY LOCATES. 2. HOLD PRE -CONSTRUCTION CONFERENCE. 3. STAKE LIMITS OF CLEARING AND GRUBBING. 4. CLEAR AND GRUB AS NECESSARY TO INSTALL CONSTRUCTION ENTRANCE AND FILTER FABRIC FENCES. INSTALL THOSE FACILITIES/BMP'S. 5. COMPLETE CLEARING AND GRUBBING OF PROJECT, INSTALLING EROSION CONTROL FACILITIES/BMP'S AS WORK PROGRESSES. 6. CONSTRUCT TEMPORARY SEDIMENT POND AND INTERCEPTOR SWALES. 7. INSTALL UTILITIES (SANITARY SEWER, STORM AND WATER), COMPLETE GRADING, COVER SYSTEM AS WORK PROGRESSES. PLANT 2 RELOCATION GRADING AND TESC PLAN A PORTION OF THE SOUTH 1/2 OF THE S.E.1/4 OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON GRAPHIC SCALE'S 30 0 15 30 60 8. COMPLETE SITE GRADING. INSTALL EROSION CONTROL BMP S AS HIM WORK PROGRESSES. 9. INSTALL REMAINING UTILITIES. INSTALL CB INSERTS AS WORK z/ ( IN FEET) PROGRESSES. - 1 inch = 3: fV 10. MAINTAIN EROSION CONTROL FACILITIES/BMP'S. / / - - -17 VERTICAL DATUM: NGD 29 _ O 11. RELOCATE EROSION CONTROL FACILITIES/BMP'S OR INSTALL NEW/ADDITIONAL MEASURES AS WEATHER CONDITIONS REQUIRE TO PREVENT SEDIMENT LADEN RUNOFF FROM LEAVING THE SITE. 12. INSTALL REMAINING SITE IMPROVEMENTS, I.E. ROADWAYS, CURB, DRY UTILITIES SIDEWALK AND PAVEMENT. 13. HYDROSEED, FERTILIZE AND MULCH ALL DISTURBED AREAS. 14. COVER ALL DISTURBED AREAS PER SEASONAL REQUIREMENTS FOR SITE STABILIZATION. 15. CLEAN STORM DRAINAGE SYSTEM. 16. AFTER SITE IS STABILIZED AND WITH CITY OF FEDERAL WAY APPROVAL, REMOVE ALL EROSION CONTROL FACILITIES/BMP'S. RIP RAP NOTES _ RIP RAP SHALL BE IN ACCORDANCE WITH SECTION 9-13.1 OF THE WSDOT/APWA STANDARD SPECIFICATIONS. RIP RAP TO BE REASONABLY 2 WELL GRADED WITH ROCK GRADATION AS FOLLOWS: 1. PASSING 8 INCH SQUARE SIEVE 100% OR MAXIMUM STONE SIZE 8" PASSING 6 INCH SQUARE SIEVE 40-60% OR MEDIAN STONE SIZE 6" PASSING 2 INCH SQUARE SIEVE 0-10% OR MINIMUM STONE SIZE 2" �jy/ � n / d 8 i% Cd j r 2 U i/ / k�9 IF MD ° d° e ;,. a LAB=255. ° a a °d � a a ° g VIP -VT d e.. ° 1-14 ° a Fo ° a yr 2�gNIL d 10� ed :� ad e ° da ° d ° n v °. d < v d a n d ° e n ^ � -• / / MU N d' ° a a n e ° 41� 6 d ° 4 d ° ai 1e' d M n d 14 d M•� d 1. 4\ a FF=254.00 d ° a -I 4 a AA ,gyp/ < ° ° °4 ^4 ° 253.95 d SF 253.90 p ? IS 4 e ?S ° ° ° / °>�• °'.� °.a a d° n ° .J� ryy3. a°.4°° °° siJa� � hy�J ® ° a_', ° °� d. •�? <°IK °. a a ° d ° ° a a a ° d ° ` a� °N - d� 250 11 - 4 4 ° a ° d � d 1 A i d MU < a $ BO 4 ° ° e e. t -� r �/ 1 d ° by ° d a ° e °° d ° I, _ Sf; �- �D S> �> / 2 e ° d ° e 0 d a ° g° ��51 ryIS5.1 ° ° d ° v d ° ° e B n a e d° e° a ° d , /i' 1 / � � Lam• q' d° ° in . 4° a .�- � " {?�. ° I 5 IF �( dV a v Va V - IF / ©1 J3 o 10 0 - 3 / 5 g-c--c-c_3 G D_ -SD-SD-SD- D SD-SD-SD--6 -SD =, D-S P �0 - SD SD �- S - S SD -,. SD SD -- SD - SD IF SDSD SD -SD-�� 16 SF 6 4 CL� A SO I �o ✓' !! O I fQ NO , ° dll d° a� d 0 4 d c ° 41 °° a ° .4 ° a d ( 44 ° ��'\/ d '-' a9ii li '4 b dl 14 4 d' d ^ v e n d ° e ° - - d° a4 ° I ° a ° I' L\ d° -- d ° e a 3 ° <• ad d 'YV p° °ad ° ° dQ ° ° d I T d V ° 4 d SF Al e A' as4 d ° d a a d,. ° °® d� e °<d ° d � Sp TESC LEGEND © CLEARING LIMITS INTERCEPTOR SWALE 0 0.5% MIN. SLOPE, PER DETAIL SHT 3. -X-X-X- S© SILT FENCE, PER DETAILS SHT 3, IP CATCH BASIN INSERT, PER DETAILS SHT 3. Q SEDIMENT POND, PER DETAILS SHT 3. (MIN. SURFACE AREA AT RISER ELEV = 2,375 SF) © STABILIZED CONSTRUCTION ENTRANCE, PER DETAILS SHT 3. ® RIP RAP, PER NOTES SHT 3. ® Q CHECK DAM, PER DETAILS SHT 3, I MU HYDROSEED, FERTILIZER AND MULCH, PER NOTE SHT 3. 0 APPROXIMATE SOIL STOCKPILE �- - LOCATION. A CO113TRlJC710N NOTES 1 I EXISTING UTILITY POLE TO REMAIN, PROTECT DURING CONSTRUCTION 1 j 02 EXISTING CATCH BASIN TO REMAIN, PROTECT DURING CONSTRUCTION AND ADJUST TO FINISH GRADE AS NECESSARY Q3 EXISTING SANITARY SEWER TO REMAIN, PROTECT DURING CONSTRUCTION AND I ADJUST TO FINISH GRADE AS NECESSARY. CONTRACTOR TO COORDINATE WITH LAKEHAVEN WATER AND SEWER DISTRICT AS NECESSARY. i ® EXISTING WATER VALVE TO REMAIN, PROTECT DURING CONSTRUCTION AND ADJUST �Y TO FINISH GRADE AS NECESSARY. CONTRACTOR TO COORDINATE WITH LAKEHAVEN WATER AND SEWER DISTRICT AS NECESSARY. 0 EXISTING GAS VALVE TO REMAIN, PROTECT DURING CONSTRUCTION AND ADJUST TO FINISH GRADE AS NECESSARY © EXISTING TRANSFORMER TO REMAIN, PROTECT DURING CONSTRUCTION. CONTRACTOR TO COORDINATE WITH PUGET SOUND ENERGY AS NECESSARY. Q7 EXISTING WATER METER TO REMAIN, PROTECT DURING CONSTRUCTION AND ADJUST TO FINISH GRADE AS NECESSARY. CONTRACTOR TO COORDINATE WITH LAKEHAVEN 1 WATER AND SEWER DISTRICT AS NECESSARY. ® EXISTING LIGHT POLE TO BE RELOCATED, CONTRACTOR TO COORDINATE WITH PUGET SOUND ENERGY, WSDOT, AND CITY OF FEDERAL WAY AS NECESSARY Q EXISTING FENCE TO BE REMOVED D EXISTING LIGHT POLE TO BE REMOVED (5 EXISTING BLOCK WALL TO BE REMOVED 1© EXISTING CATCH BASIN/PIPE TO BE REMOVED Q EXISTING IRRIGATION CONTROL VALVE TO BE REMOVED/RELOCATED AS NECESSARY ® EXISTING UTILITY POLE TO BE RELOCATED, CONTRACTOR TO COORDINATE WITH PUGET SOUND ENERGY AS NECESSARY �� 15 EXISTING CULVERT TO BE REMOVED 16 EXISTING FENCE TO REMAIN, PROTECT DURING CONSTRUCTION 1© EXISTING FENCE TO BE RELOCATED, COORDINATE WITH ADJACENT PROPERTY OWNER AS NECESSARY EXISTING UTILITY VAULT TO REMAIN, PROTECT DURING CONSTRUCTION AND ADJUST TO FINISH GRADE AS NECESSARY. CONTRACTOR TO COORDINATE WITH PUGET SOUND �k0 ENERGY AS NECESSARY. /N Ig EXISTING BUILDING TO BE REMOVED 5D - ® EXISTING CONCRETE TO BE REMOVED ©1 EXISTING ASPHALT TO BE REMOVED i GEOTECHNICAL NOTES 1. EARTHWORK AND MATERIALS SHALL CONFORM TO THE RECOMMENDATIONS PER THE GEOTECHNICAL ENGINEER. STRUCTURAL FILL AND FILL SOILS SHALL BE EVALUATED AND ACCEPTED BY THE GEOTECHNICAL ENGINEER PRIOR TO USE. I 2. THE GEOTECHNICAL ENGINEER OR DESIGNATED REPRESENTATIVE SHALL BE ON SITE TO OBSERVE EARTHWORK AS NECESSARY. NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. Know what's below. Call before you dig. PERMIT NO. XX-XXXXXX-XX APPROVED DATE EQUIVALENT�-JONTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS OR PLANT 2 RELOt"", A TION 1 ATTACH FABRIC TO POSTS. I' 'GGi:T.:::::::::::000 . 1 ' ii NOTESTESC . . /:/::::::::i/::i:... p 0000/n.uuu. EQUIVALENT, IF STANDARD o.n...FABRICUSED _ _ TI ................ /.ON OF THE SOUTH 1/2 OF THE S E 114 OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. . • 1 ................FILTER ............... ............. ............. .............MY OF FEDERAL WAY, KING COUNTY, WASHINGTON 6' MAX. ► J- POST SPACING MAY BE � MINIMUM 4"x4" TRENCH INCREASED TO 8' IF BACKFILL TRENCH WITH NATIVE SOIL WIRE BACKING IS USED OR 3/4" TO 1-1/2" WASHED GRAVEL NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG 2"x4" WOOD POSTS, STEEL FENCE CONTOURS WHENEVER POSSIBLE POSTS, REBAR, OR EQUIVALENT MAINTENANCE STANDARDS 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 1 IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND MEN CAUSING CANALIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6 INCHES HIGH. 5. 5. IF THE FILTER FABRIC (GEOTEXPLE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. SILT FENCE (K.C. FIG. C.16,A) SWALE SPACING DEPENDS ON SLOPE GRADIENT MAINTENANCE STANDARDS 1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 2. IF THE FACILITIES DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE DIKES/SWALES SHALL BE INCREASED. INTERCEPTOR SWALE (K.C. FIG. C.3.128) N.T.S. ROCK MUST COMPLETELY COVER THE BOTTOM AND SIDES OF THE DITCH 6" MIN. 24" MIN. 2H:IV SLOPES L=THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION 2"- 4„ L ate. I -ROCK CHECK DAM SPACING CHECK DAMS (K.C. FIG. C.3.13.A) N.T.S. 25' MIN. �4"- B" QUARRY WON IF A ROADSIDSPALLS E DITCH ISPROVIDE FULL WIDTH OF PRESENT, INSTALL GEOTEX77LE DRIVEWAY CULVERT PER INGRESS/EGRESS AREA KCRDCS 12" MIN. NOTES: THICKNESS . PER KING COUNTY ROAD DESIGN AND CONSTRUCTION STANDARDS (KCRDCS), DRIVEWAYS SHALL BE PAVED TO EDGE OF R-O-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD. MAINTENANCE STANDARDS 1. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 5. IF VEHICLES ARE ENTERING OR EXITING THE SITE AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING (SEE SECTION 0.2.1.1) SHALL BE INSTALLED TO CONTROL TRAFFIC. STABILIZED CONSTRUCTION ENTRANCE (K.C. FIG. D.21.4.A) N.T.S. SOLID WALLS FILTER MEDIA - FOR DEWATERING CATCH BASIN GRATE OVERFLOW ; j POROUS BOTTOM NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS: • A MIN. 0.5 C.F. OF STORAGE, -THE MEANS TO DEWATER THE STORED SEDIMENT, • AN OVERFLOW, AND • CAN BE EASILY MAINTAINED. MAINTENANCE STANDARDS 1. ANY ACCUMULATED SEDIMENT ON OR AROUND INLET PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON SITE OR HAULED OFF SITE. 2. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. 3. REGULAR MAINTENANCE IS CRITICAL FOR ALL FORMS OF CATCH BASIN/INLET PROTECTION. UNLIKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY, CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. CATCH BASIN INSERT (KC. FIG. C3.9.8) N.T.S. KEY DIVIDER INTO SLOPE TO - PREVENT FLOW AROUND SIDES THE POND LENGTH SHALL BE 3 TO 6 TIMES THE MAXIMUM POND WIDTH EMERGENCY OVERFLOW SPILLWAY +•-:: DI R ETD STABILIZED CONVEYANCE, EQUIVALENTSIL FENCE 0 OUTLET OR LEVEL ��SPREADER DIVIDER NOTE: POND MAY BE FORMED BY BERM OR BY PARTIAL OR COMPLETE EXCAVATION SEDIMENT POND PLAN VIEW (K.C. FIG. 0.2.1.5.B) N.T.S. RISER PIPE (PRINCIPAL CREST OF 6' MIN. BERM WIDTH SPILLWAY) OPEN AT TOP WITH EMERGENCY EMBANKMENT TRASH RACK PER FIG. 5.1.1.0 SPILLWAY COMPACTED 95% MODIFIED PROCTOR. DEWATERING rj PERVIOUS MATERIALS DEVICE (SEE �L SUCH AS GRAVEL OR RISER DETAIL) r-=' CLEAN SAND SHALL NOT BE USED. WIRE -BACKED SILT -� FENCE, STAKED STRAW DEWATERING BALES WRAPPED WITH ORIFICE DISCHARGE TO STABILIZED FILTER FABRIC, OR CONCRETE BASE CONVEYANCE, OUTLET OR EQUIVALENT DIVIDER (SEE RISER DETAIL) LEVEL SPREADER SEDIMENT POND CROSS SECTION (K.C. FIG. D.2.1.5.C) N.T.S. POLYETHYLENE CAP PERFORATED DEWATERING DEVICE, SEE NOTE PROVIDE ADEQUATE STRAPPING 2RUGATE TAL RISER 3.5' MIN. TACK DEWATERING ORIFICE, WELD I SCHEDULE 40 STEEL STUB MIN. DIAMETER AS PER CALCULATIONS NOTE: I T- PERFORATED CORRUGATED 6" MIN POLYETHYLENE(CPE) DRAINAGE TUBING, DIAMETER 18" IN } MIN. 2" LARGER THAN DEWATERING ORIFICE. TUBING I CONCRETE BASE ALTERNATIVELY, METAL SHALL COMPLY WITH ASTM STAKES AND WIRE MAY F667 AND AASHTO M294. BE USED TO PREVENT 2X RISER DIA, MIN.. FLOTATION SEDIMENT POND RISER DETAIL (K.C. FIG, D.2J.5.19) N.T.S. INFILTRATION FACILITY NOTES: 1. DURING CONSTRUCTION AND UNTIL SITE IS COMPLETELY STABILIZED, NO RUNOFF SHALL DISCHARGE DIRECTLY INTO THE INFILTRATION SYSTEM. 2. THE GEOTECHNICAL ENGINEER IS TO INSPECT THE FACILITY BEFORE, DURING, AND AFTER CONSTRUCTION TO ENSURE THE FACILITY IS CONSTRUCTED CORRECTLY, THAT THE INFILTRATION SURFACE IS NOT COMPACTED AND THE SYSTEM IS PROTECTED FROM SEDIMENTATION. CONTRACTOR SHALL COORDINATE. 3. IMMEDIATELY AFTER FACILITY EXCAVATION/CONSTRUCTION, THE GEOTECHNICAL ENGINEER IS TO PERFORM A SUFFICIENT NUMBER OF INFILTRACTION TESTS (2 MINIMUM) TO VERIFY IF THE INFILTRATION RATES AND DEPTHS TO GROUND WATER AND/OR IMPERVIOUS SOIL LAYER USED FOR DESIGN ARE S71LL ACCEPTABLE. IF TESTS INDICATE THAT THE FACILITY WILL NOT FUNCTION AS DESIGNED, THIS INFORMATION SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CITY OF LACEY AND APEX ENGINEERING PLLC. CONTRACTOR SHALL COORDINATE. 4. BOTTOMS OF INFILTRATION SYSTEMS SHALL NOT BECOME COMPACTED. LIMIT CONSTRUCTION VEHICLE ACCESS AT ALL TIMES, 5. AFTER INSTALLATION, DELINEATE THE IMMEDIATE AREA WITH PROTECTION FENCING TO PREVENT VEHICLES/TRAFFIC TRAVERSING THE INFILTRATION SYSTEM AREA. PROTECT AREA AT ALL TIMES. 6. CONFORM TO THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. KING COUNTY MULCHING NOTES AS A TEMPORARY COVER MEASURE, MULCH SHOULD BE USED: 1. ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS. 2. AS A COVER FOR SEED DURING THE WET SEASON AND DURING THE HOT SUMMER MONTHS. 3. DURING THE WET SEASON ON SLOPES STEEPER THAN 3H:1V WITH MORE THAN 10 FEET OF VERTICAL RELIEF. MAINTENANCE STANDARDS: 1. THE THICKNESS OF THE MULCH COVER MUST BE MAINTAINED. 2. ANY AREAS THAT EXPERIENCE EROSION SHALL BE RE -MULCHED AND/OR PROTECTED WITH A NET OR BLANKET. IF THE EROSION PROBLEM IS DRAINAGE RELATED, THEN THE DRAINAGE PROBLEM SHALL BE ASSESSED AND ALTERNATE DRAINAGE SUCH AS INTERCEPTOR SWALES MAY BE NEEDED TO FIX THE PROBLEM AND THE ERODED AREA RE -MULCHED. MULCH STANDARDS AND GUIDELINES: • STRAW: 2"TO 3"THICK, 2-3 BALES PER 1,000 SF OR 2-3 TONS PER ACRE • WOOD FIBER CELLULOSE: APPROXIMATELY 25-30 LBS PER 1,000 SF OR 1,000 TO 1,500 LBS PER ACRE • COMPOST: 2"THICK MIN., APPROXIMATELY 100 TONS PER ACRE (APPROXIMATELY 800 LBS PER CUBIC YARD) • HYDRAULIC MATRICES (BONDED FIBER MATRIX): APPLY AT RATES FROM 3,000 LBS PER ACRE TO 4,000 LBS PER ACRE AND BASED ON MANUFACTURERS'RECOMMENDATIONS. • CHIPPED SITE VEGETATION: 2"THICK MIN. EROSION/SEDIMENT CONTROL NOTES- 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (I.E. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). Z THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UN71L ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. 5. THE ESC FACIU77ES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (I.E. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED OR A PERIOD OF 2 DAYS (WET SEASON) OR 7 DAYS (DRY SEASON), SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (I.E. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.) 8. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN 15 DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE 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 WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. WET SEASON REQUIREMENTS AS DESCRIBED IN APPENDIX D, SECTION D.2.4.2 OF THE KCSWDM ARE IN EFFECT BEGINNING OCTOBER 1 THROUGH APRIL 30. 13. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN. 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (I.E. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. 16. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION SHALL BE PROVIDED PER SECTION 19.120 OF FWRC. 111 ►l_ ►�� a ll •ii �; m 111�� ► , SEEDING NOTES 1. THE BEST TIME TO SEED IS APRIL 1 THROUGH JUNE 30, AND SEPTEMBER 1 THROUGH OCTOBER 15. AREAS MAY BE SEEDED BETWEEN JULY 1 AND AUGUST 31, BUT IRRIGATION MAY BE REQUIRED IN ORDER TO GROW ADEQUATE COVER. AREAS MAY ALSO BE SEEDED DURING THE WINTER MONTHS, BUT IT MAY TAKE SEVERAL MONTHS TO DEVELOP A DENSE GROUNDCOVER DUE TO COLD TEMPERATURES. THE APPLICATION AND MAINTENANCE OF MULCH IS CRITICAL FOR WINTER SEEDING. Z TO PREVENT SEED FROM BEING WASHED AWAY, CONFIRM THAT ALL REQUIRED SURFACE WATER CONTROL MEASURES HAVE BEEN INSTALLED. 3. THE SEEDBED SHOULD BE FIRM BUT NOT COMPACTED BECAUSE SOILS THAT ARE WELL COMPACTED WILL NOT VEGETATE AS QUICKLY OR THOROUGHLY. 4. IN GENERAL, 10-20-20 N-P-K (NITROGEN -PHOSPHORUS -POTASSIUM) FERTILIZER MAY BE USED AT A RATE OF 90 POUNDS PER ACRE. SLOW -RELEASE FERTILIZERS ARE PREFERRED BECAUSE THEY ARE MORE EFFICIENT AND HAVE FEWER ENVIRONMENTAL IMPACTS. IT IS RECOMMENDED THAT AREAS BEING SEEDED FOR FINAL LANDSCAPING CONDUCT SOIL TESTS TO DETERMINE THE EXACT TYPE AND QUANTITY OF FERTILIZER NEEDED. THIS WILL PREVENT THE OVERAPPLICATION OF FERTILIZER. DISTURBED AREAS WITHIN 200 FEET OF WATER BODIES AND WETLANDS MUST USE SLOWRELEASE LOW -PHOSPHORUS FERTILIZER (TYPICAL PROPORTIONS 3-1-2 N-P-K). 5. THE FOLLOWING REQUIREMENTS APPLY TO MULCHING: 0. MULCH IS ALWAYS REQUIRED FOR SEEDING SLOPES GREATER THAN 3H:IV (SEE SECTION D.4.2.1 OF THE 2016 KING COUNTY SURFACE WATER DESIGN MANUAL). b. IF SEEDING DURING THE WET SEASON, MULCH IS REQUIRED. c. THE USE OF MULCH MAY BE REQUIRED DURING THE DRY SEASON AT THE COUNTYS DISCRETION IF GRASS GROWTH IS EXPECTED TO BE SLOW, THE SOILS ARE HIGHLY ERODIBLE DUE TO SOIL TYPE OR GRADIENT, THERE IS A WATER BODY CLOSE TO THE DISTURBED AREA, OR SIGNIFICANT PRECIPITATION IS ANTICIPATED BEFORE THE GRASS WILL PROVIDE EFFECTIVE COVER. d. MULCH MAY BE APPLIED ON TOP OF THE SEED OR SIMULTANEOUSLY BY HYDROSEEDING. 6. HYDROSEEDING IS ALLOWED AS LONG AS TACKIFIER IS INCLUDED. HYDROSEEDING WITH WOOD FIBER MULCH IS ADEQUATE DURING THE DRY SEASON. DURING THE WET SEASON, THE APPLICATION RATE SHALL BE DOUBLED BECAUSE THE MULCH AND TACKIFIER USED IN HYDROSEEDING BREAK DOWN FAIRLY RAPIDLY. IT MAY BE NECESSARY IN SOME APPLICATIONS TO INCLUDE STRAW WITH THE WOOD FIBER, BUT THIS CAN BE DETRIMENTAL TO GERMINATION. Z AREAS TO BE PERMANENTLY LANDSCAPED SHALL USE SOIL AMENDMENTS. GOOD QUALITY TOPSOIL SHALL BE TILLED INTO THE TOP SIX INCHES TO REDUCE THE NEED FOR FERTILIZER AND IMPROVE THE OVERALL SOIL QUALITY. MOST NATIVE SOILS WILL REQUIRE THE ADDITION OF FOUR INCHES OF WELL -ROTTED COMPOST TO BE TILLED INTO THE SOIL TO PROVIDE A GOOD QUALITY TOPSOIL. COMPOST USED SHOULD MEET SPECIFICATIONS IN REFERENCE 11-C OF THE 2016 KING COUNTY SURFACE WATER DESIGN MANUAL 8. THE SEED MIXES LISTED BELOW INCLUDE RECOMMENDED MIXES FOR BOTH TEMPORARY AND PERMANENT SEEDING. THESE MIXES, WITH THE EXCEPTION OF THE WETLAND MIX, SHALL BE APPLIED AT A RATE OF 120 POUNDS PER ACRE. THIS RATE MAY BE REDUCED IF SOIL AMENDMENTS OR SLOW -RELEASE FERTILIZERS ARE USED. LOCAL SUPPLIERS SHOULD BE CONSULTED FOR THEIR RECOMMENDATIONS BECAUSE THE APPROPRIATE MIX DEPENDS ON A VARIETY OF FACTORS, INCLUDING EXPOSURE, SOIL TYPE, SLOPE, AND EXPECTED FOOT TRAFFIC. ALTERNATIVE SEED MIXES APPROVED BY THE COUNTY MAY BE USED. % WEIGHT % PURITY % GERMINATION CHEWINGS OR RED FESCUE (FESTUCA RUBRA 40 98 90 VAR. COMMUTATA OR FESTUCA RUBRA) ANNUAL OR PERENNIAL RYE 40 98 90 (LOLIUM MULTIFLORUM OR LOLIUM PERENNE) REDTOP OR COLONIAL BENTGRASS 10 92 85 (AGROSTIS ALBA OR AGROSTIS TENUIS) WHITE DUTCH CLOVER (TRIFOLIUM REPENS) 10 98 90 MAINTENANCE STANDARDS FOR SEEDING: 1. ANY SEEDED AREAS THAT FAIL TO ESTABLISH AT LEAST 80 PERCENT COVER WITHIN ONE MONTH SHALL BE RESEEDED. IF RESEEDING IS INEFFECTIVE, AN ALTERNATE METHOD, SUCH AS SODDING OR NETS/BLANKETS, SHALL BE USED. IF WINTER WEATHER PREVENTS ADEQUATE GRASS GROWTH, THIS 71ME LIMIT MAY BE RELAXED AT THE DISCRETION OF THE COUNTY WHEN CRITICAL AREAS WOULD OTHERWISE BE PROTECTED. 2. AFTER ADEQUATE COVER IS ACHIEVED, ANY AREAS THAT EXPERIENCE EROSION SHALL BE RE -SEEDED AND PROTECTED BY MULCH. IF THE EROSION PROBLEM IS DRAINAGE RELATED, THE PROBLEM SHALL BE FIXED AND THE ERODED AREA RE -SEEDED AND PROTECTED BY MULCH. 3. SEEDED AREAS SHALL BE SUPPLIED WITH ADEQUATE MOISTURE, BUT NOT WATERED TO THE EXTENT THAT IT CAUSES RUNOFF. Know what's below. Call before you dig. NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT NO. XX-XXXXXX-XX APPROVED DATE GRAPHIC SCALE PLAN NOTES Qi COALESCING PLATE OIL/WATER SEPARATOR 30 0 15 30 60 OLDCASILE PRECAST MODEL 816-2-CPS A PORTION OF THE SOUTH 112 OF THE S.E" 114 OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., W/ HEAVY TRAFFIC LID/TOP CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON PER DETAIL 6 SHEET 8 ( IN FEET) _ -- II..E. 8" IN () (CENTER OF LID) 1 inch - 30 ft. / / - -- 252 (W) = 244.47 VERTICAL DATUM: NGVD 29 I.E. 8" OUT Q2 PRESETfL1NG VAULT SEE DETAIL ON SHEET 7 I.E. 18" (S) = 242.520 / I.E. 8" (E) = 242.50 256 - r. I.E. 18" (N) = 243.50 - ° d 254 d° Q3 BIOPOD BIOFILTER a s d MODEL BPU-8161B ° d ° SEE DETAIL ON SHEET 8 / J , < RIM = 252.28 (CENTER OF VAULT) /! I.E. IN 18" (S) = 243.46 g d 255 d 253 ° ° d I.E. OUT 18" (N) = 242.96 d° �STC9 4, T-)p I ® INFILTRATION VAULT / $T�, +54.52, 344 48' L d d , SEE DETAIL ON SHEET 7 4 4 < STCB 51 TlP r ° ° a \ ? s ° ° d I.E. 18" (E) = 242.85 „STOMSTA: 14+95t5 , 311;99 L /' 252 50 °/ 91 12, ADS N-12 0 1:45% 86 LF 12" A =1' ®°p.50%° yd °d ° FORTRANS 5000E CB#13, TYPE 1 ® a - -°- - a ,�d PH CONTROL SYSTEM STA 12 "16.14, 32j4,2. L c ° OR APPROVED EQUAL ° STCB#i6; TYPE 1° e\ ° °d / \a / a ° STA; 15+72.88 274^5b� L d i ! n d A a I° ° " ° ° a \ ° ° p 2 " p I, / B#10, TYPE 48 0 q d ° a I d �tCB#it, TYPE 1 I ST 11186.82, 238.11' L a /° 12+59.8, 2652 a `�°d a a R ° d gI I I 1 d qt ,,,`U Cf)° �s ° S N-12a ZO STCB'#12.°°IYPE,IL C �i I %/ 12� Pp STA: 15+ 1°9$, 174.5$' L d ,� ° 44vv,,TT�� / /� < '�° ° d� 251. d I VAULT 242.8 _ \\° tea- .1 - 1-4 ° < Q d S 12+29.6 - -°` - = P a - #° ° / " a ,I A A DRAIN 1 ° 9 f8" ADS N= 2 0 0.56% d a OfST B#f, TYPE 2 480 A: 14+57:76, k70.40r. Cn d ° ° I S Af 12+38.05; 1 8.91' L I„ ° °I a d LF 18" ADS N 2 @ 1.00% 2S? < 168 LF 12" A S N-12 00.78% { a °° 7 LF 1$" ADS' -12 @ 0.57% ad � a "� wry- ° ° � ° a, ° VCVjpyi TYPE 1, ° ° ° I �� d ° I I 251 STA: 15+33.74,° 48.0 d I d °'� , r I° a < ° d °1 d �35 LF 11 'ADS--12 249 �� J ± L---- _- °- -- - ° / - 24 LF 7 8"^AOS',N-12°O 28,14% a= a °STCB#6 E 2;- `q 18" ADS N�i2 8 " d 'STA: 14+ 8.51, 48 0' L d° 8 LF 8 ADS N-12 ®1.00% ° a \ % 4, 10.04% ° d ° d v ° I TCB#2, TYPE 2 60"0 ° 4 d " -- st so °u S ° j TC 3, TYPE' 2 - 4&" FLO SPLITTER d °sq- 0 ' S DE L° ON -SSHEET, 5 STA: ° +18.29, 85.23 L a Q � d 3T °1 �,� .d k0 Ef= < 9'g 12" ADDS 0 .4Q% f g i Q 245 i g 2 ° I ° ° ` TA: '12+4 97 5 215, LP / i 1pRM ,35 LF 12"401°0 .51% � �\ I 33 LF 18 AbS N-12` 1.00% ° dSD r � \�� ° d ° ° °d ° ° STCB#5,° TYPE 1 ° d i / STA,: 11+09.25, 51.564 L 6' ° d ° 26 2n �ADN 12 0 4. . C`) q @ 050% ° ° 2 / - �I LL ° i STCB#4,`T4E° a° PE -STA:+48°72,- SOi�+77&&' 19.16' L 38 LF 12 r: STCB#9. TYPE 1 I __--246" J /``�' i 14' STA: 14+77.88, 19.16' R I D-PROFILE 104100 /r / 11+00 " - �a- - , c- 12+80 t - _ �' �,r �c' o• « - --- ---- - - _ - -- y r I G_ ss SD- D SD -SD -SD- � �SD�t, i-, � �H '. �c�--- -�V G G s \ 5i -n3-`r>SD-...i �Ts ....�SD- -^ S(r.,. SPr- {sD -_ .,f�•:,.. } _ ,-rs"�33 ,.. ° V { 245 --i - - - - � SD - SD - - 5G OSD i -- L\ I cNa _ I so,� O NOTES 1. STATION AND OFFSET INFORMATION BASED ON CENTERLINE OF 351ST. 2. SEE STORM PROFILES ON SHEETS 5, 6, AND 7. PLANT 2 RELOCATION STORM PLAN Know what's below. Call before you dig. Structure Table Structure Name Structure Details AREA DRAIN #1 I.E. RIM = 253.93 6" (NE) = 250.92 RIM = 252.05 STCB#1 I.E. 18" (SW) = 242.90 I.E. 18" (NW) = 242.90 RIM = 252.39 I.E. 12" (E) = 244.80 I.E. 12" (S) = 244.80 STCB#2 I.E. 12" (N) = 244.80 I.E. 18" (W) = 245.24 I.E. 8" (NW) = 244.80 RIM = 251.89 STCB#3 I.E. 18" (E) = 244.91 I.E. 18" (N) = 244.91 RIM = 252.23 STCB#4 I.E. 12" (W) = 245.99 I.E. 12" (N) = 245.99 STCB#5 RIM = 249.90 I.E. 12" (E) = 246.70 RIM = 250.04 I.E. 12" (S) = 245.66 STCB#6 I.E. 12" (NE) = 245.66 I.E. 12" (W) = 245.66 RIM = 249.40 STCB#7 I.E. 12" (SW) = 246.00 RIM = 248.21 STCB#8 I.E. 12" (SE) = 245.84 I.E. 12" (N) = 245.84 STCB#9 RIM = 248.21 I.E. 12" (NW) = 246.03 RIM = 252.00 I.E. 12" (NW) = 246.11 STCB#10 I.E. 12" (E) = 246.11 I.E. 12" (W) = 246.11 I.E. 12" (S) = 246.11 STCB#it RIM = 249.76 I.E. 12" (E) = 246.50 RIM = 253.21 STCB#12 I.E. 6" (SW) = 250.50 I.E. 12" (W) = 250.00 RIM = 251.14 STCB#13 I.E. 12" (NE) = 247.50 I.E. 12" (SE) = 247.50 RIM = 252.96 STCB#14 I.E. 12" (E) = 249.50 I.E. 12" (SW) = 249.50 RIM = 254.47 STCB#15 I.E. 12" (E) = 250.82 I.E. 12" (W) = 250.82 RIM = 254.47 STCB#16 I.E. 12" (W) = 251.25 NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT NO. XX-XXXXXX-XX APPROVED DATE 258 - - - - EXISTING GROUND \ ROPOSED GRADE R&YA 7 LF 8 LF 8" ADS N-12 0 1.00% 8" ADS N-12 0 28.14%! PRESETTLING VAULT SEE DETAIL ON SHEET 7 j I.E. 18" (S) = 242.50I I.E. 8" (E) = 242.50 I.E. 18" (N) = 243.501 240 STA: RI 12+48.70 97;59' L = 252.39 I, 12" (E) = 244j80 I.E. 12" (S) = 244,80 I.E) 12" (N) = 24480 I.E. 18" (W) = 245.24 I.E.I 8" (NW) = 244.80 234 215 LF 12" ADS N-12 0 9.40% PLANT 2 RELOCATION STORM PROFILES AND DETAILS A PORTION OF THE SOUTH 1/2 OF THE 8 E 1/4 OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON 35 LF 12" D.I. 0 0.51% 3TC8#6, TYPE 2 - 48*0- STA: 14+98.51 48.00' L RIM = 250.04 I.E. 12" ($) = 245.66 I.E. 12" (NE) = 245.66 LE 12'- (W)-= 245,66-- - STCB#8, TYPE STA: 14+77.88 19.16' RIM = 248.. I.E. 12 (SE) = 245.f I.E. 12" (N) = 245.E I I I I 258 258 EXISTING GROUND PROPOSED GRADE - 252252 �I 7LF18"ADS N-12005 -- - 24 LF 18 ADS N 12 0j10.04% - - 246 246: 38 LF INFILTRATION VAI;ILT 12 D.I.SEE DETAIL ON SHEET 7 0 0.50 I.E. 18" (E) = 242I85 W/ HEAVY; TRAFFIC LID/TOP PER DETAIL ON SHEET 8 RIM = 252�26 (CENTER OF I.E. 8" IN (E) = 244.721 I.E. >3 out " (w) = 244.47 1 LID) nz _ 0 . _ - S 'ORM 1 - - --- 'PIPE C ENTER NE -- - SCALE' = 1" 30' H' I z �, 0 1"' = 3' V wa I 228 n 1l" U) O � � Op m'2 m � "pip m c) O in f f � N n N N N N nn N N N N M n�i N M M N M N M n N M ,�.; N ,�.i N Wi N t O 240 STC131, TYPE 1 STA: 14+77.88 19.16' R RIM = 248.21 I.E. 12P (NW) = 246.03 234 228 LF 18" ADS 12 0 0.'S6% 240 - STCB#1, TYPE 2 '- 48"0 - STA: 12+38.05 188.91' L RIM=',252.05 I.E. 18" (SW)=i242.90 I.E. 18" (NW)='242.90 6 LF 18" ADS N-12 0 1.00% 2341 - 'o Q 0 Z ;N o a z � a w 1 i PRESETILING VAULT SEE DETAIL ON SHEET I.E. 18' (S) = 242.50 I.E. 8" (E) = 242.50 -Imo.-18", (N)-=--243,50-'';-- 117 - .. 1- - -- -1258 - 246 33 LF 8" ADS N-12 0 1.00%' - - - -', 240 StCB#2, TYPE 2 - 60"0 FLOW SPUTTER PER DETAIL ON SHEET 5 STA: 12+48.70 97.59' L RIM = 252.39 I.E. 12" (E) = 244,80 BIOPOD BIOFILTER I.E. 12" (S) = 244.80 MODEL 13PU461B I.E. 12" (N) = 244.80 SEE DETAIL ;ON SHEET 8 I.E. 18" (W) = 245.24 _ ->- - - RE 18 2(S)28 (CENTER OF VAULT)I.E. 8" (NW) = 244.80 234 I.E. 18" (N) = 242.96 STCB#3, TYRE 2 48"0 STA: 12+1829 85.23' L RIM - 251.89 STORM 2 I.E. 18" (E) '= 244I91 _ n - I.E. 18" (N) = 24491 PIPE CENTERLINE SCALE 1 - 30 H 1"=3'V O _ O N N N N N N N N N N N04 N 228 LO N TO OIL WATER SEPARATOR` � REMOVABLE DOWNTURNED ELBOW TO BYPASS '✓ CONVEYANCE - II CB, TYPE 2-60"0 STEPS/LADDER i ✓ \ i i 12„ 24" SOLID LOCKING LID I 2a FROM PH CONTROL _ SYSTEM PLAN VIEW RIM EL= 252.39 7244 LE. 12" (E) = 244 80 I.E. 8" (NW) = 244.80 I.E. 18" (SW) = 245.24 I.E. 12" (S,N) = 244.80 242 - PROFILE VIEW S ■ CB#2 OIL CONTROL BYPASS / FLOW SPUTTER DETAIL SCALE: i" = I' Know what's below. Call before you dig. NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT NO. XX-XXXXXX-XX APPROVED DATE 258 252 246 168 LF 121 ADS N-12 240 STCB#2, FLOW SPUTTER PER DETAIL TYPE 2 - 60-0 - ON SHEET 5 STA: 17+48.70 97.59' IIL RIM = 252.39 I.E. 120 (E) = 244.80 I.E. 12" (S) = 244.80 1 o W 1g1 I.E. NW = 244801 () z _ I ~ 5R O 234 LL' a 258 EXISTING PROPOSED GRADE 252I i 258 -- - ---- 252 PLANT 2 RELOCATION STORM PROFILES A PORTION OF THE SOUTH 112 OF THE S.E.114 OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON F 258 258 - -- -- �- �- I EXISTING GROUND PROPOSED GRADE 188 LF 12" ADS N-12 STCB#10, - E 2 - 48"0 STA: 12+59.83 265.27' L RIM = 252.00 I.E. 12" (NW) '= 246.11 I.E. 12" (E) _ 246.11_ - - I.E. 12" (W) = 246.11 I.E. 12" (S) 246.11 STORM 3 PIPE CENTERLINE SCALE 1" = 30' �H 1"=3'V 258 EXISTING GROUND 252 PROPOSED GRADE I 246 78 LF 1?" ADS N-12 ®0.50% 246 246ffSTC1315TYPE 14I STCB#11, TY E 1 STA: 11+86.;82 238.11' L STA: 11+09.25 51.56' - 12" (E) 76 246.50 -- RE 2 RIM = 249.90 - STC13#10, TYPE - 48"0 I.E. 12' (E) = 246.70 STA: 12+59.831� 265.27' L Rk = 252.00 240 --I.E. 12"- (NW� =---246.11- - -1240 240 I.E. 12" (E) 246.11 I.E. 12" (W) '= 246.11 I.E. 12" (S1 = 246.11 STORM 5 ---- PIPE CENTERLINE -- PROPOSED GRADE SCALE 1" = 30'IIH z EXISTING GROUND 1" = 3' V L 23 1 234 234 w a o� o� v a ^ oo N C-4 N NN NN N N N O NN O N N N LF 12"--ADS PROPOSEDGRADE 252 252 III ® 1 D N-12LJ - -- 91 LF 12" -- 52 � N,12 I 12" P�3 65 0 TCB#1 ,TYPE 1 246 246 63 STA:. 12+54.52.344.48__L STCB112, TYPE� 1L '� 12" 21% I „ RE ? 2O96 STA: 15+41.08 174.58 L I.E. �;2" (SW)=249.56 249.50 RIM = 253.21 I.E. 6" (SW) = 250.50 LJ ST0113, TYPE 1 - I.E. 12"-(W) = 25D.00 _ _ STA: 12+16.14 �310.02' L RIM = 25114 1 - - - - I.E. 12" (NE) = 247.50 I.E. 12" (SE) = 47.50 StCB#10, TYPE 21- 48"0 i STORM' 4 240 240 STA: 12+59.83 265265.27'L R1M = 2(N.00 z o o - I.E. 12" (NW) = 24fi.11 0 � PIPE CENTERLINE I.E. 12" (E) = 246.11 cD SCALE 1" _ 30' H I.E. 12" (W) = 246.11 CL 1" = 3' V I.E. 12" (S) = 246.11 0 a 237 w CD rn `_�� .r ��uN-J .- QN �Nco N NN �M �� NNNN N NN NN NN N 234 258 ��---- ��r�-r,�� 252 246 - m N Ci N Ln N F Lo Ln N N N tom, N � 1 N 258 EXISTING PROPOSED GRADE 258 252 252 I 246 3TCB#6, TYPE 2 - 4810 STA: 14+98.51 48.00' '!L RIM = 250.04 I.E. 12" (S) = 245.66 I.E. 12" (NE) = 245.66 I.E. 12" (W) = 24566 35 246 C13#7, TYPE 1 A: 15+33.74 48.00' L 4 = 249.40 12" (SW) = 246.00 " ADS N-12 ® 0.977 240 _ STORM 71 PIP1 CENTERL NE SCALE 1 " = 30' 'H 1 PROPOSED GRADE 1" = 3' V EXISTING GROUND 234I 234 N N N 86 LF 12" AOS N-12 STCBj15, TYPE 1 STA: 14+95.57 311.99' L RIM 254.47 1 I.E. 12" (E) = 250.42 --- LE. 12" (W)=-25082 _- CN N 252 I C8116, TYPE 1 A: 15+72.88 274.55' L 4 = 254.47 . 12" (W) = 251.25 246 240 237 Know what's below. Call before you dig. NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT NO. XX-XXXXXX-XX APPROVED DATE 256 252 248 244 240 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. VERTICAL DATUM: NGVD 29 EXISTING G OUND / I PROPOSED GRADE d d -i INFILTRATION VAULT SEE DETAIL, THIS SHEET SECTION A A SCALE: 1" = 20' H 1"-2'V 256 256 252 252 248 248 244 244 240 240 PLANT 2 RELOCATION STORM VAULT DETAILS A PORTION OF THE SOUTH 1/2 OF THE S.E.1/4 OF SECTION 20, TOWNSHIP 21 NORTH, RANG 4 EAST, W.M., CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON EL = 242.00 VAULT BOTTOM EXISTING GROUND — PR POSED GRADE a d INFILTRATION VAULT SEE ETAIL, THIS SH ET I SECTION B-B SCALE. 1" = 20' H 1"-2'V 256 i EXISTING GROUND 256 - - 252 248 ,PROPOSED ,GRADE 252 244 244 Fl%f1 256 256 252 252 248 248 244 244 240 240 236 236 240 234 --1--'234 SECTION C-C SCALE: 1" = 20' H 1"-2'V 234 SECTION D-D SCALE: 1" = 20' H 1"=2'V EL 24 VAULT BOTTOM TOP INSIDE VAULT ELEVATION = 248.00 VAULT BOTTOM ELEVATION AT WALL CORNER = 242.00 ACCESS MANHOLE W/ LADDER SUPPORT WALL (TYP) ROUND SOLID COVER MARKED (SEE STRUCTURAL PLANS FOR 1 'BRAIN" WITH LOCKING BOLTS (TYP.) EXACT DIMENSIONS AND LOCATION) I h 0 0 148' LVAULT WALL OPENING (TYP) (SEE STRUCTURAL PLANS FOR EXACT DIMENSIONS AND LOCATION) EL = 237.50 VAULT FLOOR 256 EL = 23ZI VAULT FLOOR // 18"0 INLET<" EL = 23Z50 VAULT FLOOR 248 244 240 236 234 TOP INSIDE VAULT ELEVATION = 246.00 18"0 INLET VAULT BOTTOM ELEVATION AT WALL CORNER = 237.: ACCESS MANHOLE W/ LADDER U W/ ROUND SOLID COVER MARKED INLET "DRAIN" WITH LOCKING BOLTS (TYP.) 1J FREEBOARD 18"0 INLET SCALE: 1" = 20' H 1"=5'V ACCESS MANHOLE W/ LADDER W/ ROUND SOLID COVER MARKED EL = 237.50 "DRAIN" WITH LOCKING BOLTS (TYP.) VAULT FLOOR SLOPE V VALLEY LINE V aTroM V SLOPE oeC 63' BOTIOM V 7n 18"0 :30uTLET EL = 237.12 VAULT FLOOR 8.0 EL = 237.50 INLET VAULT FLOOR 18"0 OUTLET SEDIMENT STORAGE ELEVATION = 238.50 PRESETTLING VAULT DETAIL SCALE: 1" = 20' H NOTES: 1. ALL METAL PARTS MUST BE CORROSION RESISTANT. STEEL PARTS MUST BE GLAVANIZED AND ASPHALT COATED (TREATMENT 1 OR BETTER). 2. PROVIDE WATER STOP AT ALL CAST -IN -PLACE CONSTRUCTION JOINTS. PRECAST VAULTS SHALL HAVE APPROVED RUBBER GASKET SYSTEM. 3. ALL DIMENSIONS SHOWN ARE INTERIOR DIMENSIONS NEEDED FOR VAULT OPERATION. REFER TO STRUCTURAL DESIGN PLANS. 4. THE VAULT SHALL NOT BE USED FOR STORMWATER DETENTION/RETENTION UNTIL THE WALLS HAVE BEEN BACKFlLLED TO THE FINISHED GRADE. 5. SIZES AND LOCATIONS OF ACCESSES AS SHOWN. ALL VAULT AREAS MUST BE WITHIN 50 FEET OF AN ACCESS POINT. 6. ENTRANCE TO CONFINED SPACE WILL BE CLEARLY MARKED AS REQUIRED BY OSHA. THIS MAY BE ACCOMPLISHED BY HANGING A REMOVABLE SIGN IN THE ACCESS RISERS JUST UNDER ACCESS GRATE. Z VAULTS ARE NOT ALLOWED IN FILL SLOPES WITHOUT A GEOTECHNICAL STUDY FOR STABILITY. 8. REFER TO STRUCTURAL PLANS FOR LOADING REQUIREMENTS AND DESIGN CRITERIA. 9. FOR RAISED OPENINGS WHERE THE DEPTH FROM THE IRON COVER TO THE TOP OF THE VAULT EXCEEDS 24", AN ACCESS STRUCTURE EQUIVALENT TO A TYPE 2 CATCH BASIN OR TYPE 1 MANHOLE SHALL BE USED. 10. VAULT STRUCTURAL PLANS AND SPECIFICATIONS TO BE REVIEWED AND APPROVED UNDER A SEPARATE BUILDING PERMIT. VAULT SHALL MEET H2O STRUCTURAL LOAD REQUIREMENTS. EL = 242.00 VAULT BOTTOM EL = 242.00 VAS ULT BOTTOM DESIGN WATER SURFACE ELEVATION = 247.00 Imp Know what's below. Call before you dig. NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT NO. XX—XXXXXX—XX APPROVED DATE 816-2-CPS Projected Coalescing Plate Area = 2368 Sq.Ft. -Design Flow Rate = 560 GPM (see back page) Maximum Process Flow - 1,508 GPM TOP No. 816-T-CPS Full 18D' Open {(4) - 8 Tun Lift Anchors 14,970 Its. Typical) Suitable for use in oft -street locations , 14, where not subjected to high,danslty trofflc '1 Full 180' Open *. .-'� p rNo. 57-6-T-2-332P Risers as Required-�- y.� r 1,645 Its. 10" PVC OUTLET PIPE w/Sompsng Tea BASE ASSEMBLY No. 816-B-CPS -- 34,325 Ibs. 8 Ton Lift Anchors (2 Each End in Floor) OPTIONAL TOP - HEAVY TRAFFIC \ No. 816-T-CPS-HD 17.,370 lbs. (2) - No. 24 x 4 Castings %(25' Grdde Ricers x 4 Co No. 42 x 4 Costing r42" Grade Risers Awiloble Note: Designed for 0 to 5'-0m of Cover /ys 816-2-CPS iwri PYdGi:-Ci5110 ® Fib Nwrre:o20-aisc 2 PO Box 323, Wilsonville, Oregon 97070-0323 Issue Date: 2018 Tel: (503) 682-28" Fax: (503) 682-2657 oid"slleprecesLCoro/W 11.0 816-2-CPS - No. 23-2436P I lbs. Each) t rTz n�'Q ... Retaining Baffle Sediment Weir 10" PVC INLET PIPE wjTee 8'-8- Notes: - 816-CPS is awiloble set up for future installation of coalescing media and designated as 816-CPS-R. Customer is responsible far supplying crane to set and assemble moult. 816-2-CPS OIL / WATER SEPARATOR COALESCING - 560 GPM Projected Coalescing Plate Area - 2.368 Sq.FI. •Design Flow Rate - 560 GPM Maximum Process now - 1.60a GPM i6-1 No. 2-332P Spring d Flats CMwnlsmd ock;nd Data y_e' +-- 4'-8" ----- 2'-e' (2) - No. 2438P Doom w/Lodc;no Latch I ( wAoc Diamond Plata Doors — — — — — — /LockIngng Latch i A I I A h P. I e (4) - a -Ton -� 2-2' bin >Ychms �— 8 -5k" 2'-2- 2'-2" VIEW Flow Line OI Retaining Baffle 2'-0• x 3'-0" Blackout Hood -Gown 10" PVC INLET PIPE (Typical) for Coalescing Meow w/T++ 10' PVC OUTLET PIPE 4'-2" x 6'-6" OPTIONAL TOPS: w/Sampth, Toe BI4cIfWt 2'-9" and S-g" Heights BUIII Raman Sealant Rlse's ae ?' RmquSrmd � .d - . a a, ui 0 E Sediment Wear �ar rc N � p I a 1 1 N Coalescing Mmdfo E-Ton Lift Anchor {�, (2 Each End) ;,_ 1a SECTION AA "DESIGN 100% Bask Gesin Information: - FLOW EFFLUENT COLLECTED Influent Choracterka - 04 Specific Cranky - 0.88 RATE QUALITY 512E - Opwatng Temperature - 50' 10 ppm 60 Micron - influent Oil Concentration = 100 Ppm 560 GPM - Mean Cs Droplet Sim - 130 Microns Notes: - ,033 ft/min, Critical OR Droplet Predicted IN" Rate - Static Water Depth - 4•-G' - Prior to "Startup" of system, fill with clean water -Basic Design Information 0+r Washington to bottom of outlet Pip+. For best results, fill to flow line. Stott Department of Ecology User to Adpast - Follow Regular Inspection. Clwmng, At Molntanance Estimates far Variations in Real Conditions. Schedule (Saw Clean Out d: MOlntanance)L —� 816-2-CPS 816-2-CPS Prtiecaste FiWX81; 02D 16CPsz OIL !WATER SEPARATOR PO Box 323• Wilsonville. Oregon 9707OM23 Issue Date 2018 COALESCING -560 GPM .. _. Tel: (503) 682-2844 Fax. (503) 682.2657 OldeaedepreCast.com/wilsonvilie PLANT 2 RELOCATION STORM NOTES AND DETAILS A PORTION OF THE SOUTH 1/2 OF THE S.E. 1/4 OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON i--------L i I I INLET WINDOW — — — — — — — — — — — i INLET - } -k4 2'-2.126.1 DROP RECOMMENDED, W MIN. OPTIONAL DRAIN DOWN DEVICE Y-10" LEFT END VIEW 018" RCP MAX. INLET ALTERNATE INLET LOCATION —\ 8' 0" ALTERNATE OUTLET LOCATION -/ 018" RCP MAX. OUTLET 2X 024" BOLTED & GASKETED ACCESS COVERS, FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS. 'MIN MAX 0" WALL WEIR DIVIDER WALL PLAN VIEW 2X 036" BOLTED & GASKETED ACCESS COVERS. FIELD POURED CONCRETE COLLAR REQUIRED. BY OTHERS. ELEVATION VIEW T DESIGN LOADINGS; A AASHTO HS4044 (WITH IMPACT) B. DESIGN SOIL COVER: T-V MAXIMUM C. ASSUMED WATER TABLE: BELOW BASE OF PRECAST (ENGINEER -OF -(RECORD TO CONFIRM SITE WATER TABLE ELEVATION) 0, LATERAL EARTH PRESSURE: 45 PCP (DRAINED) E. LATERAL LIVE LOAD SURCHARGE: 80 PSF (APPLIED TO 8'-G' BELOW GRADE) F. NO LATERAL SURCHARGE FROM ADJACENT BUILDINGS, WALLS, PIERS, OR FOUNDATIONS. 2. CONCRETE 28-DAY MINIMUM COMPRESSIVE STRENGTH: S,000 PSI MINIMUM. S REINFORCING: REILM, ASTM Ae157A706. GRADE 60 4. CEMENT: ASTM C150 S. REQUIRED ALLOWABLE SOIL BEARING CAPACITY: 2,500 PSF 6, REFERENCE STANDARD: A. ASTM C890 8. AWMC9t3 C AC131S14 7. THIS STRUCTURE IS DESIGNED TO THE PARAMETERS NOTED HEREIN. ENGINEER -OF -RECORD SHALL VERIFY FY THAT NOTED PARAMETERS MEET OR EXCEED PROJECT REQUIREMENTS. IF DESIGN PARAMETERS ARE INCORRECT, REVIEWING ENGINEER)AUTHORITY SHALL NOTIFY OLDCASTLE INFRASTRUCTURE UPON REVIEW, 8, INLET AND OUTLET HOLES WILL BE FACTORY COREDICAST PER PLANS AND CUSTOMER REQUIREMENTS. INLET AND OUTLET LOCATIONS CAN BE MIRRORED. 9, CONTRACTOR RESPONSIBLE TO VERIFY ALI. SIZES. LOCATIONS. AND ELEVATIONS OF OPENINGS. 10. CONTRACTOR RESPONSIBLE TO ENSURE ADEQUATE BEARING SURFACE IS PROVIDED (LE. COMPACTED AM LEVEL PER PROJECT SPECIFICATIONS). it. SECTION HEIGHTS, SLABM'ALL THICKNESSES, AND KEYWAYS ARE SUBJECT TO CHANGE AS REOUiRED FOR SITE REQUIREMENTS AND/OR DUE TO PRODUCT AVAILABILITY AND PRODUCTION FACILITY -`-RIM CONSTRAINTS. 4" MIN TO 12. MAXIMUM PICK WEIGHTS': A TOP = XX.XXX LBS 5' MAX COVER B. BASE: XX,XXX LBS" (SEE NOTE 1.B) C COMBINED INSIGHT OF BASE INCLUDES BYPASS WEIR. DIVIDER WALL. ROCK 6 MEDIA) 13. INTERNALS SHALL CONSIST OF UNDERDRAIN PIPE, ROCK, STORMIAX- MEDIA. MULCH, DIVIDER WALL, BYPASS WEIR AND OPTIONAL DRAIN DOWN. ENERGY DISSIPATION STONE 2" MEDIA L-6" DRAIN ROCK UNDERDRAIN PIPE E; Know what's below. Call before you dig. NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT NO. XX—XXXXXX—XX APPROVED DATE GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. VERTICAL DATUM: NGVD 29 4 LF 12" ADS N-12 ® 10.007o © STCB#19, TYPE 2 - 4800 W/ SOLID LOCKING LID STA: 10+80.78, 27.55' L SAWCUT AND SEAL EDGE 15 STCB#18, TYPE 1 STA: 10+91.20, 23.3 L 46 LF 12" ADS N-12 ® 0%--�, 15 STCB#17 1 STA: 10+72.65 19. ' R STA: 10+00.00 10 0 q INTERSECTION PACIFIC HWY S./ S. 351ST STREET SD-SD-SD- 258 252 246 GRADE BREA 240 46 LF 234 228 221 PLANT 2 RELOCATION S. 351ST ST. PRIVATE ROAD PLAN AND PROFILE A PORTION OF THE SOUTH 1/2 OF THE S.Ea 1/4 OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON aI I �a ...°'; ^d°a a ` a l a� a_°'/e a° l °•;) °�e ° /l a ° e I d a s I CSd °a , dd. - ° e \°dl • a ed e ° d a-4I /q d d d a d a e dA. e e a a ° e.° SD --P SD d dae ° e e sda SD• : %Sa D .�s` 8 _ • C�a njd'!'a-- - �L / e a, 9 a a ° d n e e d a a d - ° a e. ° d a ed e ♦ Iia Y,e�' -' STA: °11+0 .9.. °55d .00 i.) a a tly/ °. Ida e, ° •e a i a d d. _'I'•• 0/SD 55/. rF�CENPER _� ° � a e, a ° e y-' S0ii5s/ •. ' V ° d -a \d d - fy' ` fi3+-00- S88 32 22'E 329 04 _ sic N. S _. S _ SS _ N 55 S ' SD SD oJ-.-..SD= L s _ .-TT' SD SD _ - 4)_ O STA: 15+3✓ 42, 20.50'(L) (BACK OF CURB) INSTALL 451 WIDE COMMERCIAL DRIVEWAY APPROACH PER CITY OF FEDERAL WAY STD DWG NO. 3-6A STA: 15+68.42 END FULL ROAD IMPROVEMENTS (PAVING, CURB, GUTTER, AND SIDEWALK) VJ W _.--. SD_ SD SD - � 2�132 i s I I N o ' STCB#8, TYPE 110 8 STA: 14+77.88,119.16' L 38 LF 12" D.I. ® 0.50% I °'gam STCB#9, TYPE 1 15 1 ° ®p STA: 14+77.88, 19,16' R o I 4 STA: 14+28.29, 20.50'(R) (BACK OF CURB) 9 INSTALL 30' WIDE COMMERCIAL DRIVEWAY APPROACH PER CITY OF FEDERAL WAY STD DWG NO. 3-6A I I ._ ... ..,,._ -- _- - - THIGH PT. STA 13+14.45 L W PT. STA 1�+77.88 LOU HIGH PT ELEV = 250.73 LOW PT ELEV = 248.61 0 PW STA = 12+85.00 PVI STA = 14+60.00 0 PVI ELEV=1251.69 PA ELEV = 248.25 A.D. = -6.97% A.D. = 2.96% z o - 135' VC K =-_37.1 g o _ - - 110' VC - - z Ln + M O L L6 M DWAY o DWAY N v 0 o w N X W o + N +� . + to O 00 N * toJ J",^�� Z Q O II = ?� W 252 �i--_ �, "- .- _ LU LOW PT. STA = 10+72.65 v > m ro '1.96'$' - - m I > W w LOW PT ELEV = 241.69 _ - PW STA '= 10+82.64 E ISTAG GROUNDro I II I - - - - - - - - - - - - - •�090 '- - - - _ PVI ELEV = 241.56-- Z A.D. = 6.001. PROPOSE GRADE K3 i I it R/W ' VC III I I III i� III(I� II II IIII co -' j-r III III II II IIII 246 III I I 5opq. III � � � � N III III i (� IIII _ �l �� III III III I N" m_ � w III I I I IIII m� III � I I IIII III 1Os STCB#9, TYP 1 I I BIOPOD BIOFILTER Q I STA = 1(j+48.96 MODEL BPU -4618 I I I STA: 14+77.88 19.16" R I I I ELEV = ! 241.90 I I' I I ( I I.E. 12" (E) '- 237.50 III I II II I.E. 12" RIM = 24821 (NW) = 246. I I I III MATCH ; XISTING _.LE. -12" (W) _ 237.00- 24C IIII I I I I IIII I I � I� III 38 IF I I1 III 12" D'',I. I I II II EXISTING STORM 11 II I 00.5 I I II II _-� 2" ADS N 12 0 0.50% II II I II II STCB#18, TYPE 10 --"- _ ------- I II I I� STA- _i 91.20 -23.30-L RIM = 242.30 _ _ _ - - _ - - - - tE: )-=-23387 I III ---- - IIIIII 23ti I I.E. 12" (NW) = 237.87 ----- --- _--- s TYP STCB#8, i Ii I II 14+77.88 19.16' IIII I IIII 3 LF 1 ADS N-12 0 2.32% ---------- ------ 1 II STA: L 11 III RIM = 24821 1 II II ------------- 4 LF 12" DS N-12 ®1000% II I I.E. 2" SE = 245.84 12" N 245.84 it II STCB 9, TYPE 2- 46 "o EXISTING SANITARY SEWER I.E. I I I I I W/ SOLID LOCKING LID 1s I I I� 27.55' L --I F I ------- J STA 10+80.7 RIM-"2�2�4-� I S. - ---- ---------o iu --- U U I E 12 SE 236.60 - -- ----- ---- --- _ STA:10+00 _ _�a�! .1 _. TO S A:16f0700 221 I.E.12 (N; - ------ ---- =o I L I L _ ---- sra#1i. TYPE i s STA: R SCALE: 1" = 30$ FI z 10+72.65 19.16' RIM = 241.28 1" 3' V I.E.: 12" (NE) = 238.10 57< a 22: pOq 0) N^ a} d-O M V7 M �. W M �-4, M rn� m� I� 00 M r7� ,p^ .-.^y. �}00 N rn M N n00 �O N ,I]O no cD� LO coN � �� N N V' N^ V' �"� �- i' d• d- �[] .N� v+ tp d- N � �F' O) O N .4. u'] L ,n L N p O 1 aj m 6 Oi W m m Oi N m N Of Oi N m d- N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 10+00 10+20 10+80 11+40 12+00 12+60 13+20 13+80 14+40 15+00 15+60 16+07.27 ATM NOTES 10 EXISTING UTILITY POLE TO REMAIN, PROTECT DURING CONSTRUCTION Q EXISTING CATCH BASIN TO REMAIN, PROTECT DURING CONSTRUCTION AND ADJUST TO FINISH GRADE AS NECESSARY Q3 EXISTING SANITARY SEWER TO REMAIN, PROTECT DURING CONSTRUCTION AND ADJUST TO FINISH GRADE AS NECESSARY. CONTRACTOR TO COORDINATE WITH LAKEHAVEN WATER AND SEWER DISTRICT AS NECESSARY ® EXISTING WATER VALVE TO REMAIN, PROTECT DURING CONSTRUCTION AND ADJUST TO FINISH GRADE AS NECESSARY. CONTRACTOR TO COORDINATE WITH LAKEHAVEN WATER AND SEWER DISTRICT AS NECESSARY 0 EXISTING GAS VALVE TO REMAIN, PROTECT DURING CONSTRUCTION AND ADJUST TO FINISH GRADE AS NECESSARY. CONTRACTOR TO COORDINATE WITH PUGET SOUND ENERGY AS NECESSARY. © EXISTING WATER METER TO REMAIN, PROTECT DURING CONSTRUCTION. CONTRACTOR TO COORDINATE WITH LAKEHAVEN WATER AND SEWER DISTRICT AS NECESSARY 42 EXISTING UTILITY POLE TO BE RELOCATED, CONTRACTOR TO COORDINATE WITH PUGET SOUND ENERGY AS NECESSARY ® EXISTING FENCE TO REMAIN, PROTECT DURING CONSTRUCTION 09 EXISTING FENCE TO BE RELOCATED, COORDINATE WITH ADJACENT PROPERTY OWNER AS NECESSARY 10 EXISTING UTILITY VAULT TO REMAIN, PROTECT DURING CONSTRUCTION AND ADJUST TO FINISH GRADE AS NECESSARY. CONTRACTOR TO COORDINATE WITH PUGET SOUND ENERGY AS NECESSARY. 11 NEW ASPHALT TO CONNECT TO EXISTING PAVEMENT FOR THE CROSSINGS COMMERCIAL DEVELOPMENT, COORDINATE WITH ADJACENT PROPERTY OWNER AS NECESSARY ©SEE GRADING DETAIL ON SHEET 10 Q BIOPOD BIOFILTER MODEL BPU-461B RIM = 242.46 (CENTER OF VAULT) I.E. IN 12" (E) = 237.50 I.E. OUT 12" (W) = 237.00 SEE DETAIL ON SHEET 12 14 INSTALL TYPE III BARRICADE AT THE END OF WALK PER CITY OF FEDERAL WAY STD DWG NO. 3-15. Q INSTALL THROUGH -CURB INLET AND BI-DIRECTIONAL VANED GRATE PER CITY OF FEDERAL WAY STD DWGS 4-8, 4-9, AND 4-10A 16 INSTALL OVER EXISTING STORM PIPE. CONTRACTOR TO VERIFY LOCATION, INVERT, AND PIPE TYPE PRIOR TO CONSTRUCTION Know what's below. Call before you dig. NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT NO. XX-XXXXXX-XX APPROVED DATE GRAPHIC SCALE 5 0 Z5 5 10 ( IN FEET ) 1 inch = 5 ft. VERTICAL DATUM: NGVD 29 0 S. 351ST ST. / --4��366T ST. / �A ry e 90'--- �f =35.00' / T /��L=41.89' ^' 38 dam, 68034'33" / N _, - 241 9 -- 4 241.38 0'45 p.45% a ?AJ _ 241.89 41.9 9i / � a 241 y�IEX PLANT 2 RELOCATION 351ST PRIVATE ROAD DETAILS A PORTION OF THE SOUTH 1/2 OF THE S.E.1/4 OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON C R 4 Know what's below. NOTE: Call before you dig. THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT NO. XX—XXXXXX—XX APPROVED DATE L NEW ENTRANCE SEE DETAIL AT RI( i' G p d. p \7",- 46 p I/ � p p PLANT 2 RELOCATION PACIFIC HWY SOUTH IMPROVEMENTS A PORTION OF THE SOUTH 1/2 OF THE S.E.1/4 OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. VERTICAL DATUM: NGVD 29 PLAN NOTES Q EXISTING UTILITY POLE TO REMAIN, PROTECT DURING CONSTRUCTION Q EXISTING CATCH BASIN TO REMAIN, PROTECT DURING CONSTRUCTION AND ADJUST TO FINISH GRADE AS NECESSARY 3Q REMOVE EXISTING DRIVEWAY APPROACH. REPLACE WITH NEW CURB AND GUTTER PER CITY OF FEDERAL WAY STD DWG NO 3-4A, 5.5' LANDSCAPE STRIP, AND 8' SIDEWALK, MATCHING EXISTING. ® SAWCUT MIN f FROM EDGE OF PAVEMENT AND SEAL EDGE. 5Q EXISTING LIGHT POLE TO BE RELOCATED, CONTRACTOR TO COORDINATE WITH PUGET SOUND ENERGY, WSDOT, AND CITY OF FEDERAL WAY AS NECESSARY © EXISTING WATER METER TO REMAIN, PROTECT DURING CONSTRUCTION 3 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) i inch = 20 ft. VERTICAL DATUM: NGVD 29 Know what's below. Call before you dig. NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT NO. XX—XXXXXX—XX APPROVED DATE CROSS SECTION TYPE R 2 LANES + PARKING I3'i _6' W*1 8' 1 12' 1 12' I 8' 14'*1 6' 13'1 lA Parking a 40' 66' MINOR COLLECTOR 0.25' HMA Y2 PG 581-1-22 0.17' CSTC 0.50' CSBC Parking ! :a ' w t a F LOCAL (RESIDENTIAL) 0.25' HMA X2', PG 58H-22 0.17' CSTC 0.42' CSBC NOTES: 1) SUBBASE TO BE BANK RUN AS NECESSARY TO STABILIZE PAVEMENT 4 PLANTER STRIP DIMENSION IS MEASURED FROM THE SIDEWALK TO THE FACE OF CURB. PLANT 2 RELOCATION ROAD AND STORM DETAILS A PORTION OF THE SOUTH 1/2 OF THE S.E. 1/4 OF SEC71ON 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON 6" REV: PUBLIC COLLECTOR/LOCAL D3-2R WG. NO.] 012" RCP MAX. INLET ALTERNATE INLET LOCATION ALTERNATE OUTLET 012" RCP MAX. OUTLET 2X 018' TRAFFIC RATED CAST IRON COVERS, FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS. INLET WINDOW — " 5'-1.114' MIN 13'-10'MAX INLET --Al DIVIDER WALL 2'-8" 2'-2"1261 DROP BYPASS WEIR RECMENDEDMIN. I I 11 � — — Unt ITI PT OPTIONAL DRAIN DOWN DEVICE LEFT END VIEW ill I I � DIVIDER WALL PLAN VIEW ELEVATION VIEW 036' BOLTED & GASKETED ACCESS COVER, FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS. —RIM 4" MIN TO 5' MAX COVER (SEE NOTE 1.B) ENERGY DISSIPATION STONE 2• I MULCH StormMixTM MEDIA 6" DRAIN ROCK 1. DESIGN LOADINGS: A. AASHTO HS-2044 (WITH IMPACT) B. DESIGN SOIL COVER: F-W MAXIMUM C. ASSUMED WATER TABLE: BELOW BASE OF PRECAST (ENGINEER-0E-RECORD TO CONFIRM SITE WATER TABLE ELEVATION) D, LATERAL EARTH PRESSURE: 45 PCF (DRAINED) E. LATERAL LIVE LOAD SURCHARGE: 60 PSF (APPLIED TO V-0-BELOW GRADE) F. NO LATERAL SURCHARGE FROM ADJACENT BUILDINGS. WALLS, PIERS, OR FOUNDATIONS. 2CONCRETE 28-DAY MINIMUM COMPRESSIVE STRENGTH: 5.000 PSI MINIMUM. 3, REINFORCING: REBAR, ASTM A6157A706, GRADE 60 4. CEMENT: ASTM C150 5, REQUIRED ALLOWABLE SOIL BEARING CAPACITY: 2.5(XPSF 6, REFERENCE STANDARD'. A ASTM CS90 S. ASTM C913 C. AC1318-14 T. THIS STRUCTURE IS DESIGNED TO THE PARAMETERS NOTED HEREIN. ENGINEER-OF-RECORO SNAIL VERIFY FY THAT NOTED PARAMETERS MEET OR EXCEED PROJECT REQUIREMENTS. IF DESIGN PARAMETERS ARE INCORRECT, REVIEWING ENGINEERIAUTHORITY SHALL NOTIFY OLDCASTLE INFRASTRUCTURE UPON REVIEW. 6. INLET AND OUTLET HOLES WILL BE FACTORY COREDICAST PER PLANS AND CUSTOMER REQUIREMENTS. INLET AND OUTLET LOCATIONS CAN BE MIRRORED. 9. CONTRACTOR RESPONSIBLE TO VERIFY ALL SIZES, LOCATIONS, AND ELEVATIONS OF OPENINGS. 10. CONTRACTOR RESPONSIBLE TO ENSURE ADEQUATE BEARING SURFACE IS PROVIDED (I.E. COMPACTED AND LEVEL PER PROJECT SPECIFICATIONS). it. SECTION HEIGHTS, SLAWWALL THICKNESSES, AND KEYWAYS ARE SUBJECT TO CHANGE AS REWIRED FOR SITE REQUIREMENTS ANDIOR DUE TO PRODUCT AVAILABILITY AND PRODUCTION FACILITY CONSTRAINTS. 12. MAXIMUM PICK WEIGHTS: A. TOP: XX.XXXLBS B. BASE: XXXXX LSS' (' COMBINED WEIGHT OF BASE INCLUDES BYPASS WEIR. DIVIDER WALL. ROCK & MEDIA) 13. INTERNALS SHALL CONSIST OF UNDERORAIN PIPE. ROCK, STORMMIX- MEDIA. MULCH. DIVIDER WALL, BYPASS WEIR AND OPTIONAL DRAIN DOWN. Know what's below. Call before you dig. NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT NO. XX—XXXXXX—XX APPROVED DATE GRAPHIC SCALE so PLANT 2 RELOCATION UTILITY PLAN ir: P, — IN FEET) A PORTION OF THE SOUTH 1/2 OF THE 8.E.1/4 OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., 1 inch = 30 ft. Z VERTICAL DATUM: NGVD 29 CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON d m q° a e a. ad 4 a'a d a4' d d d 4 4 44 4 d q NEW WATER SERVICE / d° ' d a d ; d d d Ja a CONNECT TO EXISTING METER \�4 ° d 4 da , CONTRACTOR TO COORDINATE d4 ° d d ° dN/� ° d a d WITH UTILITY PROVIDER q°a ° d Q d ° • 4 °d d A. r ° ° 4. d d a a da 4 a e. a a 4 a d a a a d °' a 4.' d° 4 d a d ° Q 4 a a d °• a a a° a g d / 4 d 4 b 4 a d a a d° ° a e d 4 sa e d a° qe . Aa a `4 a 4 d ° dd q A a dl c d ♦, ° 4 ' d / d ° d a °d a d a ♦. A° d ° a a d' a � b /I I / ♦ d e 8 \d d d a ° q d a dd d a d S dd ° ep a / d q e. ° d ° / ee °�° °4 a d— �' ad d n ° d d ° d 4 ° d4 a ° d' a e. d d / a° d v ° A ° ° ° ° ' ° ° a - d a d dd ° ° d d 4 e 6 °a dA d° �. ° e d ° °d d ° a d f�\° as d. 4 d° d e n d 4 e d4 d d a. d 4 aA °6�, d d ° d ° d d a l a ° ♦ a° a d /. da e a d a n ad a A° a' q d° c d a n ° ° da d FF=254.00 4 d 4♦ d° d d 14 a 44 ° d °° d �. ad a s a d a ° U) e d PROPOSED BUILDING d 4 U) e a a ° I CONNECT EXISTNG Nd 4 ° 4 a q 9° NEG 0 ��I • a ° d ♦ , STA. 1 + 84:63' Ld a d d APPROXh E, = 237.17 d d CONT17AC OR TO VERIFY) ° 4 ° e ♦ d a 'a/1 d a d1 i LF 6" VC aSDR—° ®J.76� j LOCATION, PIPE TYPE, AND d d d 4 C Ss, S —T $ ECEVATIO PRIOR °—.� e dd ♦ ; a 4° 0 N d ° a d 'a ed, ° 4. 4 4 ° °. - a � __° a 4a d a° 4 ,4 A° cn TO u q° d♦ d ° °da °CLEANUT° aa ad bp, �-- 7 _ d ds 1. L ° A. " d SIA: 14+24, 13St SO so a e 4 d R "i=48..T0 44 E6° a a 4 a 4 - a d 4 ° d d. d a..a ° a d d d U) ° a 4a a E qA 4. F 4 q, 4 ad a dd ° e a a ° a s d aa4 4 d $n —��4 1 4 4. 4 d / a 14 / q 4 Z 4 4 10410011+00 0-42+00 .—. SD — SO'— SD:— SD —�D --/SD — SD.— 3D SD — SD — SD -- SD __ i 5D .._ SD — ` —r � sr —SD —So— st - Sri Aso—SD—so—sD—sD— so s b 13+00 SD—Sp--SD—SD a d 4d da y[{ i e a 1. a ° ° '. ✓ `��. v, y ti 4 5)/ 0 TPN SO —so TPN 2021049116 Know what's below. Call before you dig. NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT NO. XX—XXXXXX—XX APPROVED DATE EGEND LEGAL DESCRIPTION (PER DEED UNDER INSTRUMENT NO. 20201230000748) LOTS 1, 2, 3, AND 4, KING COUNTY SHORT PLAT NUMBER 274023, RECORDED H-0 FOUND MONUMENT AS NOTED UNDER RECORDING NUMBER 8011050835, IN KING COUNTY, WASHINGTON; CALCULATED MONUMENT AS NOTED TOGETHER OATH THAT PORTION OF VACATED STATE HIGHWAY AND ADJOINING SAID LOTS 3 AND 4, AS RECORDED UNDER RECORDING NUMBERS 8212060518 AND (C) CALCULATED DIMENSION 8212060520, AND CORRECTED UNDER RECORDING NUMBERS 8307070635 AND (M) MEASURED DIMENSION 8307070636. (Rx) RECORD DOCUMENT (PER REFERENCE) EXCEPT THOSE PORTIONS CONVEYED TO THE CITY OF FEDERAL WAY BY INSTRUMENTS RECORDED UNDER RECORDING NUMBERS 20160108000112, TPN TAX PARCEL NUMBER 20160108000113 AND 20160108000115. BOUNDARY LINE ADJOINER PROPERTY BOUNDARY RIGHT OF WAY LINE ROAD CENTERLINE EASEMENT LINE -- ---- -- - SHORT PLAT LINE SECTION LINE AREA COVERED BY CONTAINERS O GATE POST 0 0 0 6' CHAIN LINK FENCE a- WROUGHT IRON FENCE MINOR CONTOUR - -- - -- - MAJOR CONTOUR x 0.0' SPOT ELEVATION 0 SANITARY SEWER MANHOLE 0 SANITARY SEWER CLEANOUT SANITARY SEWER STUB 0 STORM MANHOLE ❑ STORM CATCH BASIN < STORM CULVERT - SD- SD- SD- BURIED STORM DRAIN LINE - - - - - - - STORM DITCH LINE - sS - Ss - Ss - BURIED SANITARY SEWER LINE IE INVERT ELEVATION PVC PLASTIC PIPE DI DUCTILE IRON PIPE RCP REINFORCED CONCRETE PIPE -0- UTILITY POLE © POWER VAULT 0 POWER METER m JUNCTION BOX Q TRANSFORMER x( LIGHT POLE PLANT 2 RELOCATION BOUNDARY AND TOPOGRAPHIC SURVEY SOUTH 1' OF THE S"E" 114 OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., ryOF FEDERAL WAY, KING COUNTY, WASHINGTON Zy4 TPN 1852950050 6' CHAIN LINK FENCE CORNER 1.5' NORTH OF LINE BUILDING I ' ' 235.62' / ' - - POWER EASEMENT / 1 10'.00 REC NO 20160425000549 65' \ 7 3 5 BUILDING CORNER ON yH PROPERTY LINE 1 / BUILDING 252.-- ' LOT 1 TPN 2 21049163 LOT 2 TPN I \ 20210491621 i M 8 .hH a S88'kO5`E \ I ^ �62 N88'35'45'W 283.95' 4 a ROW DEDICATION UNDER / I \ BUILDING REC. NO. 20160108000112 ,2Ao a // - LOT -1 / TPN 2021049155 A\ I I 20' POWER EASEMENT \ yN / / i UNDER REC. NO. 8108200646 I SH / V6 Jl• ROW VACATION UNDER N 6 REC. NOS. 11307070635 & 8307070636 -��20 1 A STORM CATCH BASIN a n 4 241 , / \ RIM=253.63' ^ \ p� E=251.53' (4" PVC-N)1 I ' ��• ��° / �oM IE=251.43' (4" DI-S) 1 15�8 ^ z' Q , O IE=251.38 (4` DI-E) X Q N88'3545`W 230.14' gyp° IE=251.78' (4" PVC-W) 1 ^ a 6'x4.5' UTILITY EASEMENT UNDER �� OO ° h STORM CATCH BASIN (� 246- ` A I REC. NO.20160108000113 � � RIMDI-W ) I � STORM CATCH BASIN ^� IE=250.32 (8" DI-W/N) ^ a A RIM=253.08' IE=250.5T (10" DI -SW) r i IE=251.23' (8` DI-E) ?S< _ h % \ 4 _ 1 / \ I I / I r u/^ Iti56y QP / 0 5 POWER EASEMENT UNDER STORM CATCH BASIN l � 4 5000549 )*4 LIGHT POLE WITH ARM RIM=245.46' IE=242.16' (8" DI -NW) ID GAS VALVE © CABLE VAULT 62'` SEWER MANHOLE ❑ TELEPHONE RISER RIM=242.12' \y/ CTR CHANNEL=227.22 244-' pQ WATER VALVE (10' PVC-NE/SW) ROW DEDICATION UNDER LADDER (N) REC. NO. 20160108D00115� ® WATER METER / 0 IRRIGATION CONTROL VALVE STORM CATCH BASIN TYPE 2 0 UNKNOWN UTILITY MANHOLE RIM=24214' ❑v UNKNOWN UTILITY VAULT IE=231.44' (36` RCP-E) IE=231.29' (36" RCP-W) OHE OHE- OVERHEAD POWER LINE IE=232.99' (8" RCP-N) NO ACCESS TO 12" ALUM-S -oHT-OHT- OVERHEAD TELEPHONE LINE LADDER (N) -G-G-G-G- BURIED GAS LINE STORM MANHOLE ASPHALT SURFACE OIL SEPARATION STRUCTURE, RIM =242,20'- SD CONCRETE SURFACE IE=239.05' (12" RCP -SE) TOP DOWN PIPE=237.85 (12` ALUM-N) GRAVEL SURFACE WATER LEVEL=236.85' LADDER (W) / SEWER MANHOLE RIM=241.89' /CTR CHANNEL=227.09' (10" LADDER (SE) 40 i2 SEWER MANHOLE RIM=241.30' :TR CHANNEL=220.35' (10" PVC-NE/SW) LADDER (NE) 20 S 1/4 CORNER SECTION 20 0 PER ROS UNDER AFN 9307149002 29 VAULT ACCESS RIM=241.92' SUMP=234.07' 24 REC. N0. 20160 2 LOT 4 ❑� gD --�'- SE of °" sD - SD _ / I TPN 2021049043 SEWER MANHOLE - - - w� RIM=249.46' CTR CHANNEL=22&71' Ln u'� (8" PVC SW/SE, 6" PVC -NE) y i - 1 j LADDER (S) SEWER MANHOLE S / I I RIM=251.71' z 15' WATER EASEMENT- 25 CTR CHANNEL=228.36' (8" PVC-SW/NE) / 40' INGRESS, EGRESS & UTILITIES UNDER REC. NO. 6104747 EASEMENT PER SHORT PLAT'- /l B \ 10' SANITARY SEWER // 4V ROADWAYEASEMENT25 Xtih69 2yy \ EASEMENT UNDER UNDER REC. NO. 4447709 3 5E \ \ \ REC. NO. 8802100900�1 40' GAS EASEMENT \ UNDER REC. NO. 7112140378 \A iy / -�Ss-ss�- -ss S _'-----C--- ----- G \ G-G� c c- Sly SD s�-ss-\ss - 50( Str�S SS �-? SS �-o- SS �OSS SS - sS -S D 40' T� ( " _SB8'32'22"E 304.87' - _ - EA SD SD �' s� I No REC. asp 5' POWER EASEMENT I I STORM CU sp UNDER REC. NO. 7403120485 6, TALLso 8.67' IE=247.63' STORM CULVERT CHAIN LINK FENCE STORM CULVERT IE=242.34' (12" RCP) IE=241.09' (8' DI) Na STORM 2CATCH 40' SANITARY SEWER STORM CULVERT EASEMENT UNDER RIM=250.37' IE=241.48' (W RCP) REC. NO. 850 IA"Al SEWER MANHOLE Na IE=244.87' (12 STORM CATCH BASIN RIM=251.53' STORM CATCH BASIN IE=244.82' (12 TYPE 2-OVERFLOW CONTROL STRUCTURE CTR CHANNEL=228.13 (8` PVC-W/NE) TYPE 2 LADDER (S) RIM= 7.62' ' TPN 2021049148 LADDER (NE) RIM=251.48' IE=237.62' (36" CMP-E) I IE=233.18' (36" RCP -NE) IE=239.97' (4` PVC -SE) IE=233.13 (36` RCP-W) STANDPIPE IE (GATE)=237.84' (8` DI -SW) I IE=233.58' (24" PVC -SE) TOP=241.22' LADDER (N) BTM=235.62' WATER LEVEL=237.67' LADDER (N) EASE REC. N8812'22"W 2613.72'(C) - - BUILDING CORNER ON PROPERTY LINE 6 CHAIN LINK FENCE CORNER -1.1' EAST & 1.0' SOUTH OF LINE TPN 1852950010 w Z WALLED SHED 6FT CHAIN LINK FENCE 1.5' EAST OF LINE L MANHOLE .50' 0' (36" RCP -NE) 5'(36" RCP -SW) 0 0 (24` PVC -SE) -------- so_'`'D- -------- SD� SD N / so 5/ 5 I 1 SEWER MANHOLE - - - - / / 5 RIM=249.49' � �7 q$ I CTR CHANNEL=229.29' / i �,,, 13V6c�9E 40' SA NTAUNDER SEWERRY (8" PVC-SW/NE, 6" PVC -SE) i / N65 REC. NO. 8601130472 DER (N) SEWER MANHOLE STORM CULVERT IE=247.32' (8` DI) RIM=249.13' CTR CHANNEL=226.78'(8" PVC-NE/NW) LADDER (SE) STORM CATCH BASIN I TYPE 2 I TPN 2021049116 RIM=249.50' I IE=246.25' (12' DI=SW) ER SEWER LADDER (N (12` DI-S) LADDER (N) NO. 8601130471 STORM MANHOLE LVERT RIM=249.25' I (8" DI) NO ACCESS, BOLT DAMAGED v BASIN � TPN 2021049059 " DI -NE) ` DI-W) to Iz I I I I I I I I I I 1, 921.92'(R1) 21 20, FOUND 1.5" BRASS DISC IN MONUMENT CASE 0.8' BELOW SURFACE VISITED 3-25-13 I W 4 GRAPHIC SCALE 40 0 20 40 ( IN FEET ) 1 inch = 40ft. BASIS OF BEARINGS HELD NORTH 01'34'24" ALONG THE EAST LINE OF SECTION 20 BETWEEN FOUND MONUMENTS, AS SHOWN HEREON. HORIZONTAL DATUM WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE (NAD 8312011) BASED ON RIK GPS iv MEASUREMENTS CONSTRAINED TO THE WASHINGTON STATE REFERENCE NETWORK. VERTICAL DATUM Z I BASSEEDO N RTK GPS MEASUREMENTS CONSTRAINED TO THE WASHINGTON STATE REFERENCE NETWORK AND TIED TO WSOOT BENCHMARK GP27099-140. BM GP27099-140 ELEV=81.46 (NAVD88) ELEVATIONS CONVERTED TO CITY OF FEDERAL WAY DATUM USING USACE CORPSCON SOFTWARE VERSION 6.0.1. a BM GP27099-140 ELEV=77.96 (NGVD29) N SURVEY NOTES I c i. DATA FOR THIS SURVEY WAS GATHERED BY FIELD TRAVERSE UTILIZING ELECTRONIC DATA COLLECTION, AND z I MEETS OR EXCEEDS ACCURACY REQUIREMENTS CONTAINED IN W.A.C. 332.130.090. ALL MEASURING INSTRUMENTS EMPLOYED IN THIS SURVEY HAVE BEEN MAINTAINED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. THIS MAP GRAPHICALLY REPRESENTS CONDITIONS AND FEATURES EXISTING AT THE TIME OF THIS SURVEY ONLY, WHICH WAS PERFORMED DURING SEPTEMBER OF 2021. 3. THE CERTIFICATION OF THIS SURVEY AND MAP IS EXCLUSIVE TO THE NAMED CLIENT WHO REQUESTED THIS SURVEY. IT WAS SPECIFICALLY DESIGNED TO MEET THEIR STATED NEED(S). THAT CERTIFICATION DOES NOT EXTEND TO ANY OTHER PARTIES OR FOR ANY ALTERNATIVE USE OF THIS MAP WITHOUT THE EXPRESS RECERTIFICATION BY THE SURVEYOR NAMING THOSE PARTIES. 4. THE PURPOSE OF THIS SURVEY IS TO PROVIDE A TOPOGRAPHIC MAP OF THE EXISTING CONDITIONS WITHIN PARCEL NUMBERS 2021049163, 2021049162. 2021049155, & 2021049043 FOR PLANNING, DESIGN AND CONSTRUCTION. 5. UTILITIES OTHER THAN SHOWN MAY EXIST ON THE SITE. THE SURVEYOR DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY, AND RELIABLY DEPICTED. WHERE ADDITIONAL OR MORE DETAILED INFORMATION IS REQUIRED, THE CLIENT IS ADVISED THAT EXCAVATION MAY BE NECESSARY. THE SURVEYOR DOES CERTIFY THAT THEY ARE SHOWN AS ACCURATELY AS POSSIBLE FROM FIELD SURVEY INFORMATION. 6. KING COUNTY PARCEL NUMBERS 2021049163, 2021049162, 2021049155, & 2021049W 7. PARCEL AREA (TPN 2021049163): 32,979 t SQ.FT. (0.76 ACRES) PARCEL AREA (TPN 2021049162): 307,804 f SQ.FT. (0.87 ACRES) PARCEL AREA (TPN 2021049155): 55,508 t SQ.FT. (1.27 ACRES) PARCEL AREA (TPN 2021049043): 58,221 f SQ.FT. (1.34 ACRES) 8. ALL DISTANCES AND DIMENSIONS SHOWN ARE U.S. SURVEY FEET GROUND MEASUREMENTS. 9. CONTOUR INTERVALS ARE 1-FOOT AND ARE COMPUTER GENERATED FROM GROUND FIELD TOPOGRAPHY GATHERED FOR THIS SURVEY UTILIZING ELECTRONIC DATA COLLECTION. 10. THE PROPERTY AND PUBLIC RIGHT-OF-WAY LINES SHOWN HEREON ARE BASED ON RECORD DOCUMENTS 11, WE HAVE USED GRAPHIC SYMBOLS TO REPRESENT SOME FEATURES ON THIS MAP, SUCH AS UTILITIES, TREES AND FENCES. THE DEFAULT SIZE OF THOSE SYMBOLS MAY NOT REFLECT THE TRUE SIZE OF THE FEATURE THAT WAS MAPPED. 20 21 29128 1. KING COUNTY SHORT PLAT NO. 274023 UNDER RECORDING NO. 8011050835. SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS MAP CORRECTLY REPRESENTS A TOPOGRAPHIC SURVEY MADE BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE REPRESENTS THE SURFACE FEATURES AS THEY EXIST ON THE GROUND AS OF 0913012021. J. FOUND 3" BRASS DISC W/"X"IN MONUMENT CASE VISITED 9-27-21 P.L.S. NO. 45792 DATE NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT NO. XX-XXXXXX-XX APPROVED DATE