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HomeMy WebLinkAboutLarge Format 2r.,_., \' "'~" [ s._; C \\, f;" }7 . -!I;; i\}, c1;"~'·'i r-----------1--"'-· -:-~-~-,·~~f. R=='";':~,x,:·:~--~---· -·:..· ._. --'; .. 1~;~\<:.:..:. .. _·;\",·'"~~""";~-rr,·11,...._,_,,,;;'-t-· -::::--5:~t"."'"----------------::--:--::~~~~~:----:--:--_:~~-:-:~::-=:~:~~--:---::----------------------------:---------------------------------~7[~·'T""'.,..-------1t1:·-,,_--,!/ 4 . t ·~ J "' ' 1 • \ ': · · -, • RATHINAM SHORT PLAT ·-... EROSION ANO Sl;QY;tij' cONiRc,1:. NoTE§!1')l \. -~ / V l . . . . ~T ~:~;~~A~/~~1ii1s EROSION ~··.~,::DIM~NT,CONTROL (ESC) ~~~\DOES N:T:;~1N°~TITUTE AN AP)ROVAl., 11' .--·\1) c:MPORARY EROSION AND SEDIMENT CONTROL PLAN OF PERMANENI' ROAD OR DRAINAnE DESI.\JN (E.G., SIZE AND LOCATIQ.t-1, OF ROADS, PIPES, R~RICTQRS, "' . CHANNELS, RE:f~NTION FACILITIES, JTILITIES, ETC.). , ... .·.· .. -, . -,,i,\:'.'Y.;,_;-J\. \\. -~ -....,,, ·. ~--\: t~, ., ·,-.! - 2. THE IMPLEMENlATION OF THESE ESC PLANS AND THE CON5TRUCTION, MAINTE'!lANCE, REPLACE~ENl."A(l~ --.., UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITYJJF THE ,APPLICANT/~S,S}UPERV\SIJ,,R UNTI~" ' ALL CONSTRUCflON IS APPROVED. ;J;'l. . '.·,-,·,.· . \. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED B~ A , CONTINUOUS L£NGTH QF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DUf\JNG ;THE-;. CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITIED. THE),. \ 'I 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, ANO ADJACENT PROPERTIES IS MINIMIZED. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICl~ATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGriADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE COND TIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.). v-··0 6. THE ESC FACILiflES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND MAINTAINED TO'· ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REYiEWS 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 FAc1ur1ES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY-EIGHT (48) HOURS FOLLOWING A STORM EVENT. , , 's,-,-. 10. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHllf,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 NEC£SSARY 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 GRAIJE OF THE PERMANENT FACILITY. 13. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, rT 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 ODES INSPECTOR. THE DDES INSPECTOR CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE FACILITIES. 15. PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES ON THE SITE, THE APPLICANT SHALL MARK THE SE;'SiTIVE AREAS IN A HIGHLY VISIBLE MANNER, AND THSES AREAS SHALL REMAIN SO MARKED UNTIL ALL DEi/ELOPEMENT PROPOSAL BE SPECIFIED ACTIVITES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLTETE. F.J~Ncr .. poP: ..... ts .. JJ.)' ± .... w .............. , & 0.50 -:1: N. OF PK'OF. C(\R. i 'D 1 /2" i80N PJPL 0.27' 'N. \ 45' s.""'op cN_C'[;"' CORN[R---··, .\ ~·--~------- FOUND t 12" RE:BAR A.1s'n r.1n 1 S~8Ci•.3' 1¥~ ..,Mr L. JI I -I 0. HJ' W. & LO' S. OF :';:ALC'D CORNER 60 LOT 8 F'AF?E:"N T PAf{CE! .. AREA: 98, 008± SO. FT. ( '.' 2' 'i ·'· A ('Kn "'S) '~ --~ ,.,_ .. ~' ,L NOTE: ALL EX!SffNG STRUCT/Jfr[. ro B[ R[MOVEL\ 16. PRIOR TO FINAL APPROVAL OF CONSTRUCTION ACTIVITIES ON THE SITE, THE APPLICANT SHALL IDENT!!'Y THE BOUNDARY BETWEEN THE SENSITIVE AREA TRACT AND ADJACENT LAND USING PERMANENT SIGNS. SIGN SPECIFIC;iTIONS SHALL BE SPECIFIED BY LUSO AND SHOWN ON THE APPROVED PLANS. CONSTRUCTION li()UENCE= 1. ATTEND PRE-CONSTRUCTION MEETING. 2. FLAG LIMITS OF SAT. AREAS AND INSTALL BRIGHT ORANGE SILT FENCE (AS REQ'D BY COUNTY). SILT FENCE SHOWN ON PLAN CAN BE ELIMINATED AT THE DISCRETION OF THE KING COUNTY INSPECTOR. 3. FLAG OR FENCE CLEARING LIMITS. 4. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. 5. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 6. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 7. GRADE AND STABILIZE CONSTRUCTION ROADS. 8. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 9. INSTALL STORM DRAINAGE SYSTEM PER APPROVED KING COUNTY PLANS. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. , 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, OOMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AA~ 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. DRIPLINE • I • DRIPLINE NOTE: T FENCF JS 1 a.'"± W. OF PROP. CCR:··-""- TT l@TUfE CHEWINGS OR RED FISCUE ANNUAL OR PERENNIAL RYE REDTOP OR COLONIAL BENTGRASS WHITE DUTCH CLOVER \ \ ' I / EX,/FENCE TO !REMAIN \ \ ' \ ' ; ' I / l'ROl'ORTIONll BYllflQHI 40% 40% 10% 10% \ \ PEIICBIT PI.IIITY 98 98 92 98 LOCATED IN THE S.W. 1/4 OF THE S.W. 1/4 OF SECTION 33, TOWNSHIP 23 NORTH, RANQE 5 EAST \ I \ \ i I I I PEIICENT 90 90 85 90 EX. FENCE TO REMAIN LO{ 7 LOT 7 --.•. -• --• ·-· ... ""I ·-·-r. Q' , v .. ;, X "'-i· CL.EARING LIMITS 0 '.() I I ' EX. TREES TO BE 45··.· REMOVED (lYP.) / 'i 1 I ,, . .., /I I / / ./ nV 'AV J / I I / ( \ \ "' <> '\ \ ·~,, ... ..;, ,.,c \ '6 <, TREE PROTECTION FENCING T(h BE PlACED AROUND TREES TO BE RETAINED eER DETAIL THIS SHEET, ............. ,,'-... LOT 9 '·· ' \ \ \ \ INSTALL SILT FENCE ' PER DETAIL \THIS SHEET ···,. ' \ J ··~ --,, . \ •, \ /""''¥),....., . .,,,. p·'r'r~·' ( ...; .,..i 'I"', .. ,",' I ' n 1,; 't.· 1 , , .1',L , G 'V' L.j \\~ GRATE \ \ I I I / I / ,j I . EX, FENCE /TO REMAIN , CL.EARING LIMITS (lYP.) 0.7':J.: LOT 9 STANDARD STRENGTH FILTER FABRIC . %'% ' . ' .. ~ '~ ~0 NOTE: ONLY TO BE USED WHERE ' . ;y~ PONDING OF WATER ABOVE THE . "' ~ CATCH BASIN WILL NOT CAUSE ~ CATCH BASIN .. TRAFFIC PROBLEMS AND WHERE ' ' . ' ' OVERFLOW WILL NOT RESULT IN • EROSION OF SLOPES • TEMPORARY "V" DITCH NOT TO SCALE -+ 3:1 r 1' MIN OVERFLOW 3:1 -+,;---....:.t.---l r 1' MIN flAT BOTTOM ,-:' .,:i: ·~-._.:~.:'.'-•:·~ .. -.. ' ·:;·.;:!·!.;::;..;,· '~..::--. 3/4"-1 \ .. \ 3.5' -5' ~ 2"-4" ROCK NOTE: TRAP MAY BE FORMED BY BERM GEOTEXTILE OR BY PARTIAL EXCAVATION CROSS SECTION DISCHARGE TO STABILIZED CONVEYANCE, OUTLET OR LEVEL SPREADER \' GEOTEXTILE ,) l ----_MAINTENANCE STANDARDS 12' MIN TRAP OUTLET MIN 1' DEPTH 3/4"-1.5" WASHED GRAVEL i\~EDIMiNT SHALL BE REMOVED FROM THE TRAP WHEN IT REACHES 1 FOOT IN DEPTH 2. ANY DAMAGE TO THE TRAP. EMBANKMENTS OR SLOPES SHALL BE REPAIRED ? SEDIMENT TRAP OUTLET DETAIL NOT TO SCALE \ \ \ , 11 11 II 2"x4" WOOD POST ALT: STEEL FENCE POSTS FILTER FABRIC MATERIAL 2"x2"x14 GA. WIRE--~ FABRIC OR EQUIV. PROVIDE .75' -1.5" WASHED GRAVEL OR_~~~~.:.. NATIVE BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE _j FILTER FABRIC MATERIAL 36" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTATCH FABRIC TO WIRE. 2"x2"x14 GA. WIRE FABRIC OR EQUIV. • 0 I " 8" MIN. '=111-111=111=111 -l l l:=-111-=Ill -111--1 1=111= 11 ,,- 1 BURY BOTTOM OF FILTER ~ 11 ~T~ l~"x:..::_ T~H -~ -- 6' MAX 11 I ' 0 I "' ' "' ' 0 I "' io I "' . PLACE BRIGHT ORANGE PLASTIC MESH FENCE AT THE DRIPLINE AROUND TREE TO BE RCTAINED. (TYPICAL) T.E.S.C. SEED MIX SPECIFICATIONS .. ' • • f '/~z ~2'x4" WOOD POSTS, STANDARD OR BETTER lJ ------'--"- OR EQUAL ALTERNATE: STEEL FENCE POSTS I I I I I> I> u I> I> '' '' u TREE PROTECTION FENCE DETAIL NOT TO SCALE (BRIGHT ORANGE PLASTIC MESH) 10· NOT TO SCALE 14 GA. GALVANIZED WIRE 'I NOTE: 1: CLIP FENCE TO GALVANIZED WIRE @ 5 FOOT ON-CENTER SPACING 2. WIRE FENCE TO STEEL FENCE POST LT /;. R= 25' MIN. / ./ 12' ~"f./ 6"-8" QUARRY SPALLS GEOTEXTILE (IF REQUIRED) C.B. PROTECTION DETAIL NOT TO SCALE TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE ,. ' SILT FENCE DETAIL 'NOT TO SCALE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVrTY, PURSUANT TO W/>C 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPUCATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OfflCE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S,E. P .0. BOX 4 7060 OLYMPIA. WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR PURSUANT TO THESE R~GULATIONS THE APPROPRIATE FORMS FOR REPLACEMENl' Of SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR, \ CALL BEFORE YOU DIG 1-800-424-5555 D,D.E,S, Completion ~- J S H, SAND S, P.E. DEVELOPMENT ENGINEER Comments: '------' .· ' & ~ ] ·:.i " c)! 2 ,n 'C: -0 :,: Date Date .. .. ~ ..Cl E ::, z -8 ;:: -, 1i :e ~ ~ : tli ~ ;a: -~ "' u z 6c z uJ ~ VJ 0.-' a~ z uJ :s ::E z •O "' a::: z--> a::: z l::l uJ z . -"' "' z z- u.J i';:; -' 6c 2: ::, UVJ Cl() • ' C\I 0 1. 2. J. \ I , 1 ! ""' ~ "-· .· '1~ \\ TrfLE 19A .tlll~l\,. \ .f \;:, ' ' A. COMPUANCE WITH AU .. · .• PLATONG·Pfs()IIISlO~S OF.lJ.ll .. LELE·. ~~1,, ·,, OF rHE KING COVlo/!X.;;9.QDE . ' \ ALL f'(RSONS HAYING ~.N OWNERSHIP INTEREST IN THE;lSUBJlqr B. ~~OH. S1W,1. ~ ~ ~E FACE Of THE ·~" ~H\ l ''4:.--o. ~ ::, ~ ' C. ALL l/TIUTIES WITHIN PROPOSED RIGHTS-OF-THWAEY KIMNGUSTcou' BNlYE .• ' '' INCLUDED wmt~ A FRANCHISE APPROVED BY ! , . .. o. COUNCIL PlllCHI TO fHiW. SHORT PLAT RECORDING ;_ MOOIFiCATIONI TO THE APPROVED PRELIMINARY SrrE PLAN\. (ATTACHMENT 1) ARE NEEDED TO ALLOW FOR THE EXTENSION Of . JUDT TO LOT'S J ANO 5, A REVISED SrrE PLAN SHAU BE SUBMITTED TO ODES FQR REVIEW AND APPROVAL IF ADDfll()N,t.L MODIFICATIONS !.RE, REQUIRED TO ACC!)MMOPATE ENGINEERING CONOOIOHS, THEN THOSE MUST .BE INCLUDED IN THE R£VlSED PLAN, THE REVISED SrrE PLAl!S SHAU BE SUBMITTED WflH THE ENGINEERING PLANS OR THE FINAL SHORT PLAT SU8MITT~ SURFACE WATER ~NT (KCC 9) 111911 KING COUlflY SUIIFACE WATER DESIGN MANUAL (SWOM) THE PROPOSED 5"QR'I' PLAT QUALIFIES FOR FULL DRAINAGE REVIEW AS OUTLINED IN CHAPTER ONE OF THE SURFACE WATER DESIGN MANUAL FINAL SHOIIT PLAT APPROVAL SHAU REQUIRE FU.LL COMPLIANCE wnH lH[ DIWNAGE PROVISIONS SET FORTH IN KING COUNIY CODE 9.04. A PROf'ESSIONAL CML ENGINEER LICENSED IN THE STATE Of WASHINGTON StW.l. PREPARE DRAINAGE PLAN.S AND ~ TECHNICAL INFORWl'110N REPORT AS OUTLINED IN CHAPTER 2 ·.Qf .THE DRAINAGE MANlW.. THE DRAINAGE PLAN SUBMITTAL SHALL DEMONSTRATE COflll!l.W4CE WITH ALL APPLICABLE CORE AND SPECIAL REQUIREMENTS, COMPLIANCE MAY lll$ULT IN REDUCING THE NUMBER ANO/OR LOCATION OF LOTS M, SlllilWN ON THE PRELIMINARY APPROVED SHORT · PLAT. PRELIMINARY Rtlllf,W HAS l[)DITlflED THE FOLLOWING CONDmONs OF N>PPINAL WNICH REPRESENT PORTIONS OF THE DRAINAGE l • C ·• l '-'-.~ J , '~-~ ."" ,~ -(' ·~ ) 1 , l ~.\ STREET TREE\ '. SHALL BE INCLUDE!) !fl THE DESK!N OF ALL ·.· R·o·'.AD ... ·.· .. IMPROVl:\NTS, AND .S. HALL"COMP~Y ·W!JI'! t>I ECTION 5.03 ''()f;, :ritE KCRS. ·· . " --, , ~,.-,c..'i-~~."'" ... _ ! K. STREET'. llliJMINI\TIQN .SHALL BE PftQVIDED AT it,'T!~CTIONS wmi fER~ r~ ~filic ~ff!;_ K~~ 5.0,? MODIFIC\TIOMS TO, THE NYJVE ROAD CONDHIONS MAY BE L u·. \' ... ' CONSIDE(IED BY .~ING cou~RSUAl{f ( I TO THE VARIANCE PROCEOUfES , .r ... rs -1.0<,}""'" "'\ 1 THE FOLiOYIING NOTES SHALL !If Sl-lf)WN ON THE FINAL RECORl)ED SHORT S.1,ii!DMSION: ·-- ,,, '' (1) ALL PRIVATE EASEMENTS AND/OR TRACTS TO BE MAINT,'JNED, "•REPAIRED, AND/OR REBUILT BY THE OWNERS OF THE PARCELS HAVING LEGAL ACCESS THERE FROM AND THEIR HEIRS, ASSIGNS OR SUCCESSORS, UNLESS AND UNTIL' SUCH ROADS ARE IMPROVED TO KING COUNTY STANDARDS AND ARE DEDICATED AND ACCEPTED BY KING CDU!IIY FOR MAINTENANCE. (2) THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO AND FRCM .SE 192ND STREET FROM THE ABUTTING l,.OTS (KCRS SECTIOH 2.02). ACCESS SHALL BE FROM THE ON-SrrE ROAD. , · (3) REMOVAL: . OF THE TEMPORARY CUL-DE-SAC AND EXTENSION · \ . _,.OF THE SIDEWALK SHALL BE THE RESPONSIBILITY OF THE '·· D~VELOPER WHO EXTENDS THE ROAD. ' \( 4) AU. UTILITIES WITHIN PROPOSED RIGHTS-OF-WAY SHAU ·"':' BE ..JN.CI.UDED WrrHIN A FRANCHISE APPROVED BY THE · Ki NG . COUNTY : . COUNCIL PRIOR TO FINAL SHORT SUBDIVISION. RECORDING. (5), ALL RESTRICTIONS, EASEMENTS, TRACTS, . PURPOSE SHALL BE SHOWN ON T HE AND THEIR FINAL RECORDED SljORT sqeoMSIQN. . ' REQUIREMENTS: ALL OTHER APPLICABLE REQUIREMENTS IN KCC 9.04 AND THE SURFM:E WATER DESIGN ~~REV(SWDMIEW ) MUST ALSO BE 4, SATISFIED DURING QIGINEERING AND F'""" · ·<; HE'Al.TH (~cc, 13) .. A. B. DRAINAGE Pl.MIS AND ANALYSIS SHALL COM PL)'. wrrH THE 1998 KING COUNIY SURFACE WATER DESIGN MANUAL PRIOR TO SHORT Pt.AT RECORDJNG, THE APPLICANT ,. SHALL SUBMrf DRAINAGE ANO ENGINEERING PLANS TO ADDRESS THE REQUIRED SHORT PLAT IIIPROVEMENTS. KING COUNTY APPROVAL OF DfWNAG[ AND RONlflAY PLANS IS REQUIRED PRIOR TO ANY CONSTftUCTION. PERMIT FEES FOR REVIEW AND INSPECTION SHALL 11E PJIII) ,s REQUIMD BY COUNTY CODES AND POLICIES. BONDING ~ THE DIWNAGE PLANS WllL ALSO BE ESTABLISHED AS OEIL i,AIUID i1Y ODES PRIOR TO PLAN APPROVAL AFTER RECEMNG Dll.11111.GE PLAN APPROVAL, THE APPLICANT SHALL CONTACT TJt: . DOES LAND USE INSPECTION SECTION TO SCHEDULE A PM-COIIITRUCTION MEETING PRIOR TO PERFORMING WORK ON 1HE SITT:. CURRENT ~D PLAN NOTES AND ESC ESTABU$H£D IJI' DOES ENGINEERING REVIEW SHALL ON THE ENGINDR\NG PLANS. NOTES, AS BE SHOWN C. THE FOI..I.OWIIIII NOTE StW.l. BE SHOWN ON THE FINAL RECORDED PLAT: "ALL BUIUliNG DOWKSPOUlS, FOOTING DRAINS, AND DRAINS A. THIS -~OJECT IS EXEMPT FROM FURTHER KING COUNTY HEATH -D.EPARTMOO . REVIEW. HOWEVER, IF IMPROVEMENTS ARE "'""-'•c ''\fiEQUIRED FROM THE ,.SEWER AND/OR THE WATER DISTRICT, THEN VERIFICATION SHALL BE REQUIRED FROM SAID DlSTRICT(S) THAT ', iHE-\IMPROVEt.lENTS HAVE BEEN BONDED AND/OR INSTALLµ>, PRIOR TO FINAL RECORDING OF THE SHORT PLAT. -, ., 5. BUILDING AND 'coNSTRUCTION STANDARDS (TITLE 16) 6. A. B. THE APPLICANT SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF KCC 16.82. " 'THE APl'LICANT SHAU DEMONSTRATE COMPLIANCE WITH KCC 116.82.150 REQUIREMENTS AT ENGINEERING AND FINAL SHORT PLAT. FIRE c~bE . (KCC ,,17)-SECTION 902 OF THE 1997 EDrflON OF UNIFORM FIRE CODE: ' ' A. 6. 7. 8. THE APPLICANT SHALL SUBMrr A STREET TREE PLAN AND BOND QUANTITY SHEET FOR REVIEW AND APPROVAL BY DOES PRIOR TO ENGINEERING PLAN APPROVAL THE APPLICANT SHALL CONTACT METRO SERVICE PLANNING AT 684-1622 TO DETERMINE IF SE 192ND IS ON A BUS ROUTE. IF rr IS A BUS ROUTE, THE STREET TREE PLAN SHALL ALSO BE REVIEWED BY METRO. THE STREET TREES MUST BE INSTALLED AND INSPECTED, OR A PERFORMANCE BOND POSTED PRIOR TO RECORDING OF THE SHORT PLAT. IF A PERFORMANCE BOND IS POSTED, THE STREET TREES MUST BE INSTALLED AND INSPECTED WrfHIN ONE YEAR OF RECORDING Of THE PLAT. AT THE TIME OF INSPECTION, IF THE TREES ARE FOUND TO BE INSTALLED PER THE APPROVED PLAN, A MAINTENANCE BOND MUST BE SUBMITTED OR THE PERFORMANCE BONO REPLACED WITH A MAINTENANCE BOND, AND HELD FOR ONE YEAR. AFTER ONE YEAR, THE MAINTENANCE BOND MAY BE RELEASED AFTER DOES HAS COMPLETED A SECOND INSPECTION AND DETERMINED THAT THE TREES HAVE BEEN KEPT HEALTHY AND THRIVING. D. P-SUFFIX/ SDO CONDITIONS (KCC 21A.J8) -TO IMPLEMENT KCC 21A.38.2JO WHICH APPLIES TO THE SrrE, A DETAILED TREE RETENTION PLAN SHALL BE SUBMITTED WITH THE ENGINEERING PLANS FOR THE SUBJECT PLAT. THE TREE RETENTION PLAN AND THE ENGINEERING PLANS SHAU BE CONSISTENT WITH THE REQUIREMENTS OF KCC 21A.38.2JO, AS WELL AS THE CONCEPTUAL TREE RETENTION PLAN WHICH IS PART OF THE HEARING RECORD FOR THIS PROJECT. NO CLEARING OF THE SUBJECT PROPERTY IS PERMITTED UNTIL THE FINAL TREE RETENTION PLAN IS APPROVED BY LUSD. FLAGGING ANO TEMPORARY FENCING OF TREES TO BE RETAINED SHALL BE PROVIDED, CONSISTENT WITH KCC 21A.38.2JOB4. THE PLACEMENT OF IMPERVIOUS SURFACES, FILL MATERIAL, EXCAVATION WORK, OR THE STORAGE OF CONSTRUCTION MATERIALS IS PROHIBITED WITHIN THE FENCED AREAS AROUND PRESERVED TREES, EXCEPT FOR GRADING WORK PERMITTED PURSUANT TO KCC 21A.38.2JOll4D(2). E. THE 4500-SQUARE-FOOT RECREATION TRACT IS CONSISTENT WITH THE REQUIREMENTS OF KCC 21 A. 14.180 AND KCC 21A.14.190 (I.E.. SPORT couRT[s]. CHILDREN'S PLAY EQUIPMENT, PICNIC TABLE(S], BENCHES, ETC.). ( 1 ). AN OVERALL CONCEPTU/\l. RECREATION SPACE PLAN SHAU BE SUBMITTED FOR REVIEW AND APPROVAL BY DOES, WrrH THE SUBMITTAL OF THE ENGINEERING PLANS. THIS PLAN SHALL INC~UDE LOCATION, AREA CALCULATIONS, DIMENSIONS, AND GENERAL IMPROVEMENTS. THE APPROVED ENGINEERING PLANS SHALL BE CONSISTENT WITH THE OVERALL CONCEPTUAL PLAN. (2). A DETAILED RECREATION SPACE PLAN (I.E., LANDSCAPE SPECS, EQUIPMENT SPECS, ETC.) CONSISTENT WITH THE OVERALL CONCEPTUAL PLAN, AS DETAILED IN rrEM A., SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY DOES AND KING COUNTY PARl<S PRIOR TO OR CONCURRENT WITH THE SUBMITTAL Of THE FINAL PLAT DOCUMENTS. THE LANDSCAPE PLAN SHALL BE PREPARED IN ACCORDANCE wrrH KCC 21A.16, (J). A PERFORMANCE BOND FOR RECREATION SPACE IMPROVEMENTS SHALL BE POSTED PRIOR TO RECORDINI, OF THE PLAT. SHORT PLAT REVISION NOTE= DUE TO A REVISED PRELIMINARY SHORT PLAT (DOES PROJECT NO. L0450003 AND ACTIVITY NO. L05RE025) THE FOLLOWING CONDITIONS ARE NO LONGER APPLICABLE: 1D, JF, JG, 3M1, 3M2, 68, AND 78. IN ADDITION, THE FOLLOWING CONDITION APPLIES: THE RIGHT-OF-WAY WIDTH OF 32-FEET SHALL BE PROVIDED FOR THE ON-SrfE ROAD (ROAD A). THE LEAD PARAGRAPH OF CONDITION 7E IS REVISED TO READ: THE CONFIGURATION OF TRACT A IS CONSISTENT WITH THE REQUIREMENTS OF KCC 21A.14.180 AND KCC 21A.14.190. RECREATION IMPROVEMENTS SHALL BE PROVIDED IN TRACT A CONSISTENT WITH KCC 21A.14.180 AND .190 (E.G., SPORT COURT[S], CHILDREN'S PLAY EQUIPMENT, PICNIC TABLE[S], BENCHES, ETC.). Vicinity Mop 67 s. 55 ~ NTS ~<:>·--t--"S"'-E..!1.:.;76~TH!!....::ST'!.:·.--J-------J SITE BOULEVARD LANE PARK '''>-H)EX Of §I I-EIS ,' · :=EJROSION ANO t-.._ _ __..._ _____ .__~ .. ~~ .. -............ ~ ..... \_.'......,. __ C1 CIF 8 C20F8 C30F8 C'A OF 8 CSOF8 C8 ()F 8 C70F8 C80F8 1:;ff'llers i:.NGINEER SEDIMENT CONTROL PLAN HORIZONTAL CONTROL .PLAN OflADINQ ANO DRAINAQE PLAN GRADINQ AND DRAINAQE PROFILE ClRADINQ AND DRAINAQE DE:TALS I FEE RETENT10N NOTES lll:E: RETBfflON PLAN I /..i~LlJf'UhlAT!QH/ CHANNELi f.ATtOM ·el.A ... 11,\RGHAUSEN CONSULTING ENGINEERS, INC. 16215 72ND AVENUE SOUTH Soils Map NTS :.\ FROM ALL ~ SURFACES SUCH AS PATIOS ANO DRMWA'IS SIIALl. BE CONNECTED TO THE PERMANENT ~ ALL p'mrnoNS .o:= THE EXTERIOR WALLS (AT GRADE) OF FUTURE RES1D£NCES CONSTRUCTED wrrHIN THIS SHORT PLAT MUST BE WITHIN 1 Sll f'EtT (AS A PERSON WOULD WALK VIA AN APPROVED ROUTE .w,l,.ii:Ll TI{E'BUILDING) FROM APPROVED FIRE APPARATUS ACCESS. i'J'PR!>vEQ ACCESS IS A MINIMUM 20-FOOT WIDE 8. c,QRIW'.G' ,SU!ift,C'i: TH,<.T SUPPORTS 25 TONS IN ALL WEATHER, ROAD MITIGATION PAYMENT SYSTEM t:::.NT1 WA 98032. (·f251 251-6222 DRAIN OUTI.El' M SHOWN ON THE APPROVED · CONSTRUC'IIOM DBAWINGS ' ON FILE wrrH DOES ANO/OR THI ~NT OF TRANSPORTATION. THIS . PLAN StW..L • .. !l!,IWllTf; D WITH THE AP. PLICATION Of ANY BUILDING PERMrf. ALL c~ Of THE DRAINS MUST BE CONSTRUCTED AND APF'RQ\IEI) . .!llll!IR . TO THE FINAL BUILDING INSPECTION APPR<NAL fVA ·. THOSE LOTS DESIGNATED FOR PERFORATED STUSOUT$, QIINIISION, OR INFILTRATION SYSTEMS, THE DESIGNS S1W,.L BE CONSTRUCTED AT THE TIME OF THE BUILDING l!QMIT ANO SIIALl. COMPLY wrrH THE PLANS ON Fl~· 1993 KING COUNIY ~ STANDARDS (KCRS): FINAL SHORT PLAT l!PflfllJVAL SHALL REQUIRE FULL COMPLIANCE WITH THE PROVISION$ 1ia'1' FORTH IN THE KCRS, INCLUDING ENGINEERING PLANS FOR AU. 11,0H) IMPROVEMENTS. THE ENGINEERING PLANS 7. SHALL K PREPARQI ilY A PROl'[SSIONAL CML ENGINEER LICENSED IN THE ST~TE OF WHINGTON, ODES STRONGLY RECOMMENDS THE ENGINEERING PLM It[ SUSMIITED AT LEAST TWO YEARS PRlOR TO THE EXP!ffATION tlil\ll Of THE PROJECT. ALL CONSTRUC'TIOII ANO UPGRADING OF PUBLIC AND PRIVATE ROADS WrrHIN THIS SHORI' JIii.AT SHALL BE DONE IN ACCORDANCE WITH KCRS ESTABUSHED AND MIOl'f£D E1Y ORDINANCE NO. 11187, Ni, AMENDED ( 1993 KCRS) Ml S1W.L COMPLY WrrH THE FOLLOWING RE~: A. e. c. D. E. F. G. H. I. A ROAD 'l'!lljj!IICE APPLICATION REGARDlNG INTERSECTION SPACING W,,. AP!l'ftOVED BY KING COUNIY ON MAY 17TH, 2004. THE AIW-l!IIIIINEERING PLANS FOR THE SHORT ~LAT SHALL COMPLY WflH ALL CONOrflONS OF APPROVAL FOR THE ROAD VARIANCE OEt:IION, THAT PORTIOM OF THE NORTH HALF OF SE 192ND STREET ADJOINHIIG THE SUBJECT PROPERTY SHALL BE IMPROVED TO AN URIWI PRIMelfW. ARTERIAL STANDARD PER KCRS SECTION 1.03. TWENTY FEET (20) OF ADDITIONAL RIGHT-OF-WAY FOR SE 192ND smw SHALL BE DEDICATED ALONG THE SOUTH PROPDm' LINE, AU.OWING FOR 50 FEET Of RIGHT-OF-WAY fROl!I CENIDUIE. THE ON-SrrE . !\OAI) SHALL EIE CONSTRUCTED TO A PUBLIC UR8AH SUIIACCESS $f#IIWIO PER KCRS SECTION 2.03. A 25-FOOT ~ UNE RADII SHALL BE DEDICATED AT THE INTEJ!SECTION . OF THE ON-SrrE ROAD AND SE 192ND STREET PER KCl'I$ SIGIIQN 2.10, THE JotNT-1,151:-DRIVEWAY TRACT (JUDT) SHAU BE EXTENDED TO R£ACH l.fl'S 5 AND 3. LOTS 3 AND 5 SHALL HAVE UNOMDE0 Q'.WIQISHIP . Of THE ACCESS TRACT AND CT BE RESPQNSIII E FOR rrs MAINTENANCE. A NOTE TO THIS EFFE SHALL BE ~ ON THE ENGINEERING PLANS AND FINAL PLAT. THE MINIMUM IJl)N)WAY IMPROVEMENTS WITHIN THE JUDT SHALL BE 18 FUT WIDE AND 20 FEET LONG WrrH CONTROLLED DRAIHN3E, THIS TRACT SHALL ALSO MEET THE FIRE MARSHAL REQUIREMQl'IS . (SEE FIRE MARSHAL REQUIR~NTS FOR AllOfflOIW,. taPS STMilDARDS). A TEMPOIWl'f' CJJL-OE-SAC SHALL BE PROVIDED AT THE NORTH TERMINUS OF 1'tl£ ON-SITE ROAD PER KCRS SECTION 2.08). THE PROPO!lfi'1 ROAD IMPROVEMENTS SHALL ADDRESS THE REQUIIID!fJ'(l:S FOR ROAD SURFACING OUTLINED IN KCRS CHAP'IER 4. NS NOTED IN SECTION 4.01F, FULL WIDTH PAVfMDIT Q14111.11Y IS REQUIRED WHEN WIDENING EXISTING ISPIW.T, B. c. IS', NOT O\IER 150 FEET IN LENGTH If DEAD-END AND WITH NO (lRAOj.ENT !!; ''-:;«:!::~~ OF 151. . '., ·""~-;:,t,,·,,_;,1,-.. '. IF A SIJCTi!l!!.E ACCESS ;' it, . DESCRIBED NKM IS NOT PROVIDEO; ffl'i FUTURE RESIDENCES CONSTRUCTED ON LOTS 3, . · 5 AND 9 MAY P.AVE TO BE SPRINKLERED PER NFPA 1 JD THE . , PROPOSED J>Rl\/£'1/A\'S SERVING THE MAIN BODY Of THESE LOTS DOES N01 M£Ef L HE MINIMUM 20-FOOT WIDTH RE;QUIREMENT AND eQIITIONS OF THE EXTERIOR WALLS MAY BE OVER 150 FtETME OF BUIO FROM0 •APPROVED M;g;SS NF. OUTLINED AIIOVE. ~ fF.-1· .. ., 0 THE APPLICANT MUST OBTAIN THE APPROVAL OF THE KING COUNTY FIRE PROTECTION ENGINEER FOR THE ADEQUACY OF THE FIRE HYDRANT, WATER MAIN AND FIRE FLOW STAN~DS or CHAPTER 17.08 OF THE KING COUNTY CODE. ZONING CODE (KCC 21A) A. B. DENSrrY AND DjMENSIONS (KCC 21A.12) ALL LOTS \ SHALL MEET THE DENSITY AND DIMENSIONS REQUIREMENTS'.OF THE R-6 ZONE CLASSIFICATION OR SHALL BE AS SHOWN ON THE FACE OF THE APPROVED PRELIMINARY SHORT SUBDMSION, WHICHEVER IS LARGER. MINOR REVISIONS TO THE -· SHORT ! SU!lOMSION, WHICH DO NOT RESULT IN SUBSTANTIAL CHANGES. AND/OR DO NOT CREATE ADDITIONAL LOTS !jAY, BE APPROVED AT THE DISCRETION OF THE DEPARTMENT Of' ,J?EVELOPMENT AND ENVIRONMENTAL SERVICES. THREE• ADDf[IONAL LOTS MAY BE CREATED THROUGH THE SUBDMSION. OF LOT 7 AS LONG AS THE ZONING OF THE srrE REl,fAINS-H-6. THIS SHALL BE NOTED ON THE RECORDED SHORT PLAT, LO(t7 SHAI.L BE D[VELOPED IN SUCH A WAY THAT DOES NOT l'REVENT Nff FUTUR.E SHORT SU.BDMSION. C. STREET TRl;f.S (KCC 21}..16) ,~ ·-- STREET lREES SHALL BE PROVIDED ALONG THE STREET FRONTAGE .IND .THE NEW ON SITT: ROAD AS FOLLOWS (PER KCRS 5J)JsANI) ~~,iJA,16,050): j ....... '((-'c,-;, t. TREES . SHALL BE PL.ANTED AT A RATE OF ONE TREE FOR . . EVERY 40 FEET . OF FRONTAGE ALONG ALL ROADS. 2. 3, 4, 5. SPAONG MAY BE MODIFIED TO ACCOMMODATE SIGHT DISTANCE REQUIREMENTS FOR DRIVEWAYS AND INTERSECTIONS. ' TREES: SHALL BE LOCATED WITHIN THE STREET RIGHl;-OF-WAY AND PL.ANTED IN ACCORDANCE WrfH DRAWi.NG NO. ~-009 Of THE 1993 KING COUNTY ROAD STANDARDS, UNLESS KING COUNIY DEPARTMENT OF TRANSPORTATION DETERMINES THAT TREES SHOULD NOT BE LOCATED IN THE STREET RIGHT-OF-WAY. i ,, IF KING COUNTY DETERMINES THAT THE REQUIRED STREET TREES SHOULD NOT BE LOCATED WrfHIN THE RIGHTi-OF'-WAY, THEY SHALL BE LOCATED NO MORE THAN 20 F(ET FROM THE STREET RIGtrr-OF-WI.Y LINE. I THE TREES SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS OR THE HOMEOWNERS ASSOCIATION OR OJHER WORKABLE ORGANIZATION UNLESS THE COUNTY HAS ADOPTED A MAINTENANCE PROGRAM, OWNERSHIP AND MAIIITENANCE SHALL BE NOTED ON THE FACE Of THE FINAL ltt:CORDED PLAT, ' THE SPECIES Of TREES SHAU BE APPROVED BY ODES IF LOCATED WrrHIN THE RIGHT-OF-WAY, AND SHALL NOT INCLUDE POPLAR, COTTONWOOD, SOFT MAPLES, GUM, ANY FRUrf -!!EARING TREES, OR /WY OTHER TREE OR SHRUB WHOSE ROOTS ARE LIKELY TO 0!1STRUCT SANrfARY OR STORM SEWERS, OR THAT IS NOT COMPATIBLE WITH OVERHEAD UTILITY LINES. ~--.I.".,_-· ·--- THE APPLICANT OR SUBSEQUENT OWNER SHALL COMPLY wrrH ROAD MITIGATION PAYMENT SYSTEM (MPS), KING COUNTY CODE 14.75, BY PAYING THE REQUIRED MPS FEE AND ADMINISTRATION FEE AS DETERMINED BY KING COUNIY DEPARTMENT OF TRANSPORTATION. THE APPLICANT HAS AN OPTION TO EITHER: A. PAY THE MPS FEE AT FINAL SHORT PLAT RECORDING, OR (B.) PAY THE MPS FEE AT THE TIME OF BUILDING PERMrr ISSUANCE. IF THE FIRST OPTION IS CHOSEN, THE FEE PAID SHALL BE THE FEE IN EFFECT AT THE TIME OF SHORT PLAT APPLICATION AND A NOTE SHAU, BE Pl.ACED ON THE FACE OF THE SHORT PLAT THAT READS, "ALL FEES REQUIRED BY KIMG COUNTY CODE 14.75, MmGATION PAYMENT SYSTEM (MPS) HAVE BEEN PAID." If THE SECOND OPTION IS CHOSEN, THE FEE PAID SHALL BE THE .AMOUNT. IN EFFECT AS Of THE DATE . OF THE BUILDING PERMIT,~PUCATIQN. 9. A HOl,f\::OWNER'S ASSOCIATION OR OTHER WORKABLE ORGANIZATION SHAU BE ESTABLISHED TO THE SATISFACTON Of DOES WHICH PROVIDES FOR THE OWNERSHIP AND CONTINUED MAINTENANCE OF THE RECREATION TRACT. OTHER CONSIDERATIONS A. PRELIMINARY APPROVAL OF THIS APPLICATION DOES NOT LIMrr THE APPLICANT'S RESPONSIBILITY TO OBTAIN ANY REQUIRED PERMrf OR LICENSE FROM THE STATE OR OTHER REGULATORY BODY. THIS MAY INCLUDE, BUT NOT BE LIMrrED TO, OBTAINING A FOREST PRACTICE PERMrf ,AN HPA PERMIT, BUILDING PERMrrs, AND OTHER TYPES Of ENTITLEMENTS AS NECESSrfATED BY CIRCUMSTANCES B. THE SHORT SUBDMSION SHALL CONFORM TO KCC 16.82 RELATING TO GRADING ON PRIVATE PROPERTY. C. DEVELOPMENT OF THE SUBJECT PROPERTY MAY REQUIRE REGISTRATION wrrH THE WASHINGTON STATE DEPARTMENT Of UCENSING, REAL ESTATE DMSIQN LEGEND: FOUND MONUMENT AS DESCRIBED @ FOUND IRQN PIPE &: REBAR ,C CAP AS DESCRIBED 0 FOUND 4"X 4" CONC. PYRAMID MON, AS DESCRIBED !Ii] EX. l/TILITY POLE g EX. GUY ANCHOR POLE Q) EX. GUY ANCHOR 'T' EX. CULVERT EX. BOLi.ARD 0-..... ~-..... , ..... _ :,$ EX. FIRE HYDRANT EX. WATER VALVE El(. WATER METER EX, CATCH ilASIN EX. GAS METER EX. 6' WOOD FENCE EX. 4' WIRE FENCE EX. CONCRETE 8 ............. r;J·-·(:l-f.'J- . ~ ··. ~·-· .... ~::l ' ... ;\ '·~ . . : ( CONTACT: ~-P. GRUBB, P.E. j)JRVEYOR C !AMER NORTHWEST INC. 915 N. CENTRAL KSNT1 WA 98032 (;15J1 1152-4a80 M)]'E! AU. SURVEY INFORMATION PREPARED BY CRAMER NORTHWEST />Kl BCE HAS NOT VERIFIED ANY SURVEY INFORMATION SHOWN BA8l8 OF BEAflNQ& BEARINGS SHOWN HEREON ARE ilASED ON THE CENTERLINE OF S.E. 192ND ST. BEING S89"40'54"W AS SHOWN ON THE PIJiT OF NORTHWESTERN GARDEN TRACTS DMSION NO. 4, ALEO IN VOLUME 47 OF PLATS, AT PA!)E 74, RECORDS Of HING COUNTY, WASHINGTON. LF:QAL DEICFU iiON: [o'f 9, BLOCK 1, NORTHWESTERN GARDEN TRACTS DIVISION ,~UMBER 4, ACCORDING TO THE PLAT THEREOF, RECORDED ,N VOLUME 47 OF PLATS, AT PAGE 74, RECORDS OF' K.ING COUNTY. WASHINGTON. srrUATE IN THE COUNTY OF KING. STATE OF WASHINGTON. ~DA'TW '-NORTH AMERICAN VERTICAL DATUM OF 1988. @&I 5124 3 S DISK AT N.W. QUADRANT INT. 188TH AVE. S.E. AND S.E. 192ND ST. EL= 45.6.13 U.S. FEET. llffE BEHCI WJIC, SET R.R. SPIKE IN UTILITY POLE EL= 505.11 U.S. FEET. EX. TREE TO REMAIN EX. TREE TO BE REMOVED PROPOSED CATCH BASIN PRO!'OSED 12" STORM DRAIN PIPE PROPOSED CONCRETE CLEAAING UMrrs SILT FENCE FLOWIJNE PROPOSED SPOT ELEVATION EX. SPOT ELEVATION PROl'OSED CONTOUR EX. CONTOUR SAWCIJT LINE PROPOSED ASPHALT PROPOSED LUMINARE ' . . . . . '• I ,• •' < ··.·1 ,·., .... · .. ,· ~ -···--- /"507.95 ,~ ·F'.')t,... -------504-----.. _,_,_, ............ 506 ... _, --- Notice Required \ \ i Contractors shall notify operators who maintain underground utility fines ,in the .area of proposed excavation or blasting at least two business ~oys, but not more than ten working days prior to commencement of excava'tidn or demolition in accordance with RCW .~itle _19. ~orne_s and.-telephone 7ufbers of the operators of underground utility Jines 1n this proJect appear ··below. These numbers shall also be used to serve in an emergency COJlditjob;; as required. :~ · j' · Phone , SOOS CREEK WATER AND SEWER DISTRICT (253) 630-.!)!lop , Son itary Sewer SOOS CREEK WATER AND SEWER DISTRICT '•\ l \ j (25J) •• 6~0-990p . ;.:,. Water District , -""T"",,--- PUGET SOUND ENERGY Gas Company PUGET SOUND ENERGY Power Compon y Coll Before You Dig DIAL-A-DIG Notes . -{ (888} 225-577~ :\ ' ' ' (888) 225-57,73 I t ,, 1. The Developer is required to notify the Building & Land Developm~nt Division, Development Inspection, three days prior to the beginning of consfrUction " for a preconstruction conference and specifically request inspection before beginning: A. Installing of siltation and erosion control measures B. Clearing and grubbing C. Ear,thwork D. Installation of any underground utility E. Before placing subbase, base or paving surface F. Installation of any forms or placing any cor1crete \ 2. A permit must be obtained from the office of the Resident Engine~r. Washington State Department of Transportation, before any construction is started on ony existing state route, 3. A Hydraulic Project Approval (HPA) Permit must be obtained from the Washington State Department of Fisheries prior to any work when required. Bon ding In form at ion Restoration Bond Amount Performance Bond Amount $ ------- Site Plan Approval Approval of these plans is for construction of rood and drainage improvements, site drainage & grading and ternporory erosion control in unincorporated King County only. These plans do not authorize any other utility approval or improvements proposed in any State right of way. Site plan approval is void if the commercial building permit has not been obtained or renewed within two years of approval. Subdivision plan approval is void d the final plat is not recorded when the preliminary plat approval expires. PRO RA TA SHARE ASSESSMENT ANALYSIS (County Use On10 Section ;ownship Range Tax Paree! 1\Jumber !JIJI Ltll'J 10151 l6lt,1918!4IOJ IOl!IBICJJ Site Location is within the __ SOOS CREEK ___ drainage shed(s) Pro Rota Share Assessmerit(s) ore: D Required ~ Not Required from the site due to development for increased storm water runoff. Peak Runoff Assessment Rote($ ) per c.f.s. increoses.(10 year, 2 hour storm) Peak Volume Assessment Kate($ ) per Ac. Ft. increases.(2 year. 2 hour storm) AGREEMENTS, PLAN REFERENCES, PERMITS ETC. Preliminary Short Plot Approval Ordinance # Preliminary Map Approval Construction Permits Received Sanitary Sewer Water District Gas Company Power Company Telephone Other -------------- Ernergency Date 9-7-2004 911 Police-Fire-Rescue RECOMMENDED FOR APPROVAL Dote Traffic & Planning Engineer King County Conservation District Materials Engineer Other APPROVED FOR CONSTRUCTION L ID ~ 0. u King County Washington n-ir?ature RATHINAM SHORT PLAT 2 2 1.-Q) Nome Qj .µ (l) fJl (425} 369-2198 Phone ~ § ~ ~ 11634 192ND STREET RENTON, WA ouo~----'------==-"--=--------.too Address and Zip Code ' '· SHAf!t.jlLA RATHINAM Nome 24006 SE 10TH STREET .to Address and Zip Code 0 A Partnership i;t An Individual (425) 369-2198 Phone SAMMAMISH, WA 98015 i;t A Corporation 0 A Partnership 0 An Individual .,, L L BARGHAUSEN CONSULTING ENGINEERS, INC. vo v----------------(425) 251-6222 ·-· >, ,(]) N :S ~ ?~ ame Phone L L CJ' Q.J:31....C: U (J) O W 18215 72ND AVE. SOUTH O i;;( Address and Zip Code •---------~ .. L Cl) _Q E :J z >, +-' ·> +' u <( I- <( _J c.. l-a: 0 I en ~ <( z -I I- <( g;: f") 0 0 0 (/) '<t 0 _J L Cl) _Q E :J z +-' u Cl) ·~ 0 L Q (I) E 0 z (/) L (I) ..n E :::J z (I) LL.. >, ....., C :::J 0 u Sheet C1 of 8 0 0 u Ul m ,n m 0 / £L '-~-/_;:--\ .. ------------------------·rr·.·_,i ..... --.1_""'::'.-:~------------------------------------------------·----------=--=-~:===--::_::_:_--.C.:_::::::::_~::::_'-'--:_:-:_:-:_:-::···=·-· ::::::::=-::=-:=-==::::::::==~~~~::=:::=~ ..; ''-__ •1.d'.s'_:,,-:_ 'iJ,; .. 0 1.").·!-t,1L(·; ,, I I 11\ ,i,[!,\! --"'''""~~. RA THINAM SHORT PLAT HORIZONTAL CONTROL PLAN LOCATED IN THE S.W. 1/4 OF THE S.W. 1/4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST ~~~~Dw. 4 '! i.~f,0 1~·0 ~ 0 iAL~S ~°6R!:~OKEN\ FOUND 1 1 /2" IRON PIPE 0.27' W. 2 ' ABOVE GROUND & 0.45 S. OF CALC'D CORNER -) "'r--------------"i'.m~--------------I------Nar-,':'':.:O.l:"E';.:,,:.J_:,lO_;,:J,4:':(P:.1.A.!:T:)::.:~-------:-~':'.'T""--------------~ ~ H19",0',r 't J.l0,J4'(CM.C'D) 149.28' 149.05' o FOUND 1/2" REBAR /' AND CAP LS# 18913 /" 19' R W 14' R W 0.10' w. & 1.0' s. / OF CALC'D CORNER . 5' 1' 12' 12' 1' WALK 1.0' 1.0' 2' 1-1,1>-'/.. '):.\ / /<<f// % 5" THICK CONG. SIDEWALK PER KCRS CONC. ROLLED CURB & GUTTER PER KCRS ROAD 'A' NOT TO $CA!.E 0 0 2" COMPACTED DEPTH CLASS '8' ASPHALT CONCRETE 1-1 /2" COMPillCTED DEPTH CRUSHED ROCK SURFACING TOP COURSE 5" COMPACTED DEPTH CRUSHED ROCK SURFACING BASE. COURSE GRAVEL BASE CLASS 'B' MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS (SEE SECTIONS 4.02 & 4.03 K.C.R.S.) URBAN SUBACCESS STREET RIGHT OF WAY CENTERLINE 1--..JJ~--...:.30:...' ...:.R...:.IG...:.H...:.T _O.:...F_W...:.AY _______ -+~------3_0_' _R_IG_HT_OF __ W_AY _______ 4 __ 20' R/W DEDICATION 22' W/ PLANTINGS PER LANDSCAPE PLAN EXIST. 15' EXIST. 15'± 6.5' 1---1:..:1_' ---..-1:..:1_' .:.;N:,::EWc....:.cA::::SP..:.H::..:Al,::T_~ I 1' EX. GROUND ------ 1" OVERLAY GRIND EX. ASPHALT EXIST. ASPHALT PAVEMENT SAWCUT EXIST. PAVEMENT NOTE: REFER TO PAVEMENT DESIGN BY EARTH CONSULTANTS, INC., DATED 5/20/05. CSTC AND CSBC SHALL CONFORM TO THE GRADATION STANDARDS IN SECTION 9-03.9(3) OF THE WSDOT STANDARDS. 11 I, 6 .. -··1,~1--~~- 4' THICK CONC. SIDEWALK PER KCRS CONG. VERTICAL CURB & GUTTER 5" COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE PAVEMENT 1.5" COMPACTED DEPTH CSTC 4.5" COMPACTED DEPTH CSBC 8.5" COMPACTED DEPTH GRAVEL BORROW URBAN PRINCIPAL ARTERIAL SHOULDER IMPROVEMENT (SE 192ND STREET) ----------- q 0 "' 5 146. 76' N 89'50'51" E 4 146.78' N 69'50'51" E 3 146.79' N 69"50'51" E 1 I ( I '~ 0 ci N 5' PRIVATE DRAINAGE EASEMENT --j-1 46.75' N 69'50'51" E "' " 12+84.70 f-- g 33' 0 0 + ~ N - • ~o 0 ,-... "' "" o"' z + ~ ~ TEMPORARY EASEMENT, TYP ~ y ( 42' RADIUS) \ ~ ,' / 6 148.55' N 69'50'51" E 5' PRIVATE DRAINAGE EASEMENT ' 7 - ~-I ' ' 148,55\ N 69'50'51i E ..._,_5• PRIVATE DRAINAGE EASEMENT N 0 g 12 UNIT CSU PER DETAIL SHEET C4 8 146.55' N 69'50'51"'E ' ' 9 N 0 2 N 0 ci "' 146.55' 1----------------...'.2'~'----'-·---------------l N 69"50'51" E . N 0, g NOT TO SCALE 100.04' ' . "' "" ..., OC? ~o <D N N ;.._ 0 C/l Lt---'1C.::9_· --1--..'..14:c_·--..1 \ TRACT B ~ DRAINAGE FACILITIES ' CALL BEFOfl: YOU DD 1-800-424-56tll UTl,ITY CQN'UQ]' .. CAUJ10N, ti t, __ :>_1._S_' --...:;I~~ ?-o'] 0 0 ,,., N 69'40'54" E PARK (AREA=5674 SF) 124.52' N 69'40'54" E 20' R/W DEDICATION - L=38.55' R=25.00' 11=68'20'28" l~:,....--CONSTRUCTION ALIGNMENT L=39.99' + .JJO.Ja'(CALC'D) .JJ0.51 ' (PIAT) R=25.00' A=91'39'32" CONSTRUCTION ALIGNMENT START POINT \ 122.83' S 89'40'54" W -20' R/~ DEDICATION I ' ' . \ z "' :il ~ ~ -..... a:: u, s 0 ll. ~ Ii: 0:: 0 § :c V) ~I ~!z~ " "' "' ::E -I ::E ::E ::E ::IE ::E ::E oa UOO u 8: "'u u ~ 0:: ~~~ ::, 0 .... ::, ::, a.::: 988 U::IE ffi ffi 0:: 0:: a:: "' "' "' 0.. ll. ll. 0.. 0. s El SEIS "' V) V) "' "' ~~ ~~~ 0:: 0:: ~~ ~~~ :c ::c ~~ ~~~ uu uuu ~~ aaa "' "' "' "' u, 0 ~~ .g_~o --~~---, ,_ o,.,, ... _ _.,, "' ... "' "' - THE CONlRACTOR SH.AU. 11J: ~PONSIBLE FOR VERIFYING THE LOCATION1.Jl1MENS10N, AND DEPTH OF ALL EXISTlNG UTIUTIUI ~ER SHOWN ON THESE Pl.ANS OR NOT t1T P()THOLING THE UTILITIES ANO SUIIVEYING.1Ri4:0NTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CAL IJTIUIY LOCATE O 1-800-424-5555 AND THEN POTHOUNG ROAD A STA. 1 o+oo SE 192ND STA. 11 +67.97 : FOUND CONCRETE MONUMENT __ 1!.o'O 00 11+00 0 lZ+OO 13 +00 W/ 11/2" BRASS DISK IN CASE\ SE 192ND ST. ALL OF THE EXISTING _ AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR _ ' CTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE Pl.ANS ARE 11r11SED UPON THE UIMRIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD _ OCCUR, THE CONTRACTOR SHAU. CONSULT IIARGHAUSEN CONSULTING ENGINEEAS, '4C, TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEPING WITH CONSTRUCTION. CONTRACTOR SHALL BE FUl,I..Y RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE Df PNfflfEN'T OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MQMUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO W;ft 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED I.ANO SUJMYQR, APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINU> FROM M WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTIIC'IING THEIR OFflCE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE D[PARTMENT OF NATURAL RESOURCES PUBLIC I.AND SUIM.Y OFFICE 1111 WA5HINGTOH ~ S.E. P.O. BOX 47060 OLYMP~ WASHIHGIQN Sll604-7060 r:;:is-------'~-------'~=-----{!;-~------+-·---L---------+·------------+:--~:~~------+:---~---:--~--------+·-----------+:-----------+·----1~:i;.-----4.~ ~~+~01.59 '\.-SE 192ND ST. S89'40'54'W 1321.64'(MEAS.) ' L -Y,, '\. FOUND CONCRETE MONUMENT CONSTRUCTION ALIGNMENT S89'40'54'W 1322.JO'(PLAT) - W/ TACK IN LEAD IN CASE START POINT N 5001.8477 E 5330.4261 -Pr SITE 8£NCHMARK -'="',--"°"su=--=R.""R'""='sp'°"1K""£="""1N,--U~. P-. EL.= 505.11 U.S. FEET e -d6 Completion Dote Completion Date C j .: t ] u it, .ll ,g 0 z z ~ t- <t'. d -1 0.. ~ ~ ~ 0 en ..J ~ ~ <( z -~ N ~ :c .I F q,i;tl }"otv 1 , ,s><Y .:, .... ,,, ~ ~ <.'l X z u, '-" ~~ ~ .... .. ., -::," "' t co" ,· :_., .,.- ;, ,., ' . 1---------J. ·11 I .,1 UPON COMPLETION OF CW!RUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE RQjJICfll BY A REGISTERED I.AND SURVEYOR, AT THE COST AND AT THE DIRECTION OF TIC cotffl!ACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHAU. ALSO BE THE .z col , JAMES H. DERS, P.E. E ...... DEVELOPMENT ENGINEER :i U) j 'l! RESPONSIBIUIY OF THE ~- '---------------------------------------------------------------------------------------------------------------J:C;:o;:m;:m;:e;:n;:ts;::========J:====d[~~-~-J_ili __ ~8~1.: ; I' ,.. , • •, I _, ,, ' ) t· I ;. I -----·-~ ·" ., DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. ill':,_ -o I I I I 0- PROPOSED R/W LINE - ---------- 33' R/W RATHINAM SHORT PLAT, KING COUNTY, WASHINGTON A PORTION IN THE SW 1/ 4 OF THE SW 1/ 4 OF SECTION 33, TWP 23N, RGE 5E, W. M. ~j ~k ~f ~I ~I ~I 2 • I I I J I O::'. w I- <{ s 0 w (J) 0 ll. 0 O::'. ll. I I 0 25 SCALE IN FEET SCALE: 1" = 20' 50 NOTE: PROP. STORM_/ ;_ EX. EOP -EX.10"AC W-:_ ______ _ -------------------------EX:-WATERJ PROP. STORM 13+5 o, o· LT CALL 72 HOURS BEFORE YOU DIG 1-800-424-5555 CONTRACTOR SHALL NOTIFY TRAFFIC ENGINEERING (206) 263-6110 AT LEAST 3 BUSINESS DAYS PRIOR TO STRIPING TO COORDINATE CHANNELIZATION LAYOUT AND SIGN INSTALLATION. ' ./ ACTIVITY NUMBER: L04S0077 PROJECT NUMBER: L04S0003 KING COUNTY TRAFFIC ENGINEERING 9+65, 0 LT; ABANDONED WATER, -_ '11+23, _1_1~ LT; ~ND/_!~g· "!_ ITE _EDG':_ LINE_ +2 ,n0-_ ::: 12+16, 11' LT; BEGIN 4" WHITE EDGE LINE ,,END 4" DOU~LE YELLOW LINE_(,~ATCH EXISTING) BEGIN 4" DOIJ!t~ooELLow_uNt:...(MATCl:I_EX!SJ[N!,)_ ______________ 1++00_\__::: 1 TV ----------------------13+00------------EJ.6 AC WM ~AB u ~'°J --------- ~i-----...,.......-~----+--....1-·----+---~---+-~~---1--1-"'.""""."--:-+-·~ 9+65, 11' LT & RT; 11+23, o· LT; EN~ 4• TIOUBLE YELLOW LINE ;: 12+16, o· LT; BEGIN 4" DOUBLE YELLOW LINE Eit1E~ ~ANNELIZATION ~~~& BEGIN 4" WHITE EDGE LINE (MATCH EXISTING) -. . . SE 192ND ST Ex. Eop j 'SL3" -G--G--G---G--G--G--G~=~G~ -G--G--G--G--G-·--G--G--G--~\ ~ ~--~----00 ~ --~ ---00 -~ 13+50, 11' LT & RT; END 4" WHITE EDGE LINE (MATCH EXISTING) ~~ 4'lJ106 I 00 \ I 1® @ GINEER DATE I I I I I I STREET STATION/ POLE MOUNTING LUMINAIRE LENGTH CIRCUIT LIGHT # OFFSET TYPE HEIGHT TYPE OF ARM NUMBER SL1 10+81 30'L T KING CO. SLIP BASE* 30' GE200HPS 8' 1 SL2 12+44 30'LT KING CO. SLIP BASE* 30' GE200HPS 8' 1 SL3** 10+03 25'RT EX, PSE POLE# 315985 -116562 30' GE200HPS 6' N/A SL4** 11+59 25'RT EX. PSE POLE# 315985 -166572 30' GE200HPS 6' N/A SL5** 13+30 25'RT EX. PSE POLE# 315985 -166588 30' GE200HPS 6' N/A NOTES: * SEE KING CO. ILLUMINATION POLE DETAIL ** FUTURE OFFSET = 30' RT; FUTURE ARM LENGTH -9' WIRE NOTES ffi 3 #8 IN 2" SCHED 40 PVC & 3 #8 IN 2" SCHED 80 PVC & 3 #2 IN 2-1/2" CONDUIT PER PSE REQMTS TO PSE POWER SOURCE ffi 2" SCHED 40 PVC W/ PULL STRING JJ 02/23/2006 JJ 02/23/2006 EF 02/23/2006 EF 02/23/2006 DATE DATE REVISION LIGHTING SYMBOLS + )( PROPOSED LUMINAIRE CONDUIT (SEE WIRE NOTES) LUMINAIRE REFERENCE (SEE TABLE) ES-1 SERVICE CABINET e TYPE 1 JUNCTION BOX JOB NUMBER 0992.56 CONTRACT NO. BY NOTES i \ 1. ALL WORKMANSHIP AND MATERIALS ON SYSTEM ALONG NORTH SIDE OF SE 192ND STREET ' SHALL BE IN ACCORDANCE WITH THE 1993 KING COUNTY ROAD STANDARDS, KING COUNTY SPECIAL PROVISIONS, THE 2004 EDITION OF WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, THE APPROPRIATE STATE ELECTRICAL CODES AND THE PROVISIONS OF THE LATEST EDITION OF THE IES LIGHTING HANDBOOK. •, 2. ALL WORK ON THE LIGHTING SYSTEM ALONG THE NORTH SIDE SHALL BE COMPLETED BY LICENSED CONTRACTORS EXPERIENCED IN THE INSTALLATION,OF ILLUMINATION SYSTEMS. \ 3. THE CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS AND COORDINATE INSPECTIONS WITH THE CITY, COUNTY, STATE AND POWER COMPANY AS REQUIRED. 4. PUGET SOUND ENERGY (PSE) POWER DESIGN TO B.E PREPARED BY POTELCO. CONTRACTOR SHALL COORDINATE WITH DAVID HAWTHORNE AT (253) 405-7888. 5. LUMINARES TO BE INSTALLED ON PUGET SOUND ENERGY (PSE) POLES SHALL BE INSTALLED PER THE TABLE ON THIS SHEET BY PSE OR THEIR CONTRACTOR. COORDINATE WITH JIM KENNEDY AT ( 425) 456-7888 6. THE CONTRACTOR SHALL CONTACT GREG KINNEY, KING COUNTY ELECTRICAL INSPECTOR, AT (206) 793-1099 72 HOURS PRIOR TO COMMENCING WORK ON THE STREET LIGHTING SYSTEM. ALL MATERIALS FOR NORTH SIDE SYSTEM MUST BE REVIEWED AND APPROVED BY KING COUNTY PRIOR TO INSTALLATION. ALLOW TWO WEEKS FOR APPROVAL. RATHINAM SHORT PLAT KING COUN1Y, WA'': C ' PACIFIC 501 Columbia Street NW Suite D IN1ERNATIONAL Ol)l!Tlpia, WA 98501 Phone (360) 352-2232 I EXPIRES _, ' ENGINEERINGPLLC Fax (360) 352-5525 ITJ,UMINATION/CHANNELIZATION PLAN REFERENCE SHEET NUMBER SHEET 1 OF 1 SHEETS . -.~i~~-~·-'--"-. "-1 \cC'.' ,:." __;_ __ ...:.____cCc'__=·ec'' ""'-"'"·,;'--''"-''"',ti tii=cl· ·"'· ~cJ'1=~=:ic' !i'lJ;:_IL,cr:.:__l=&~~-~. ', . --~-="--"~~'-'-~==~.c." r-----------------------------------------------------------------;:;--;-:;:;---;;;~~~;~-;~;--;;:~;:;;:~;~~-;-~;:-----------------------------'4------------'"""_'·'_,_.,_·;;_.: .. _~--_.,_,,_i"··_',_"_'J_,,_····_ 1 '_··''_·,_·,.;_, .. _; .. ',-,_·!/_.J:_·~,---,:.-:'.t:":':t:,f;:.)')_:·· ==:=~~ -==·==' =l===.:1:,····=-::1,_:·1·11 ------' 'l'1 · .'< ' ' ' ~ ... kJ 0 0 0 k, 0 Q 0 0 0 0 0 0 0 0 0 ,. EXPANSION JOINT "' ~~ \ -' • • • . .... ", ·-• • • . ' 1,.-_ 4_ , ' • ANCH OR BOLT PATTERN N.D.C.B.U. PEDESTAL LATE PER TEMP . -., • ID I . ~ 1 '-4" '-t" IDTH MIN. 5'-0" CLEAR WIDTH MOUNT ON PE'.O PROVIDED WITH N.D.C.B.U. UNIT AL \ RATHINAM SHORT PLAT GRADING AND STORM DRAINAGE PLAN LOCATED IN THE S.W. 1/4 OF THE S.W. 1/4 OF SECTION 33, TOWNSHP 23 NORTH, RANGE 5 EAST FOUND _4"X 4" CONC. MOh'. W( TOP BROKEN 1.06 W, & 0.52' S. OF CALC D CORNER , \ ';? rs, LOT, 7 2' ABOVE Gf?OUND '. (~ \ i.() ~' 'l'Vn 0) \ ,, , ... ,,,. --o-r c ,, --;--~ 11r-E Ill BARRICADE \ , _me~ .. ", "'!SJ't,f}"-r-· J \ PE,_R_ DETAIL THIS SHEET '\ ;, & O ... ,U :i:. k ur i''Tt01"'. ,._,QR.\ :;..[ \ rj LOT 7 ""'/' f " ' \ \ ';...-CN1"" ,",'/0 ' ' ') ,, ' ' ,.., ._.) '1 •,-, f-.U;.;N[) 1 1 '' 1R·"~' DJP". (l '"·"~ ·1 1 I \ l() ' "r-' C. n ) L ...., ::t: :::i , .... //r·· ~·\;:;,: -,.,,~--lH":.; Y\ i \ , .. ~ NBV5t OJ~ JJ0 . .34'(PLAT) &i.-:.../'i.-·"'-""w:"··-;~T--·~~ ·-"".·······" , 1· & 0 .45, ~-0. c:_L::: ~ ~':!~~e '_ --.~, r-\ \,"--·---.. ---------.. --.. --.. --.. -.11,;;; .. ····;;.·"··;;J·· Ol,;-;.-r-~o;;;-;.;.-'._;:1 ·-.. -;;.."~--;.·····;.·····lJ.O ;;.····;;.'"'"';;,l-oa1,;--;.--;;;~"---'~' ~rt'.lt---~:tf~=-~=-~-i-50r'~'~!. "f'~JJO~-~·"":!,l'fkCAL~c~·o~}~----t ..... ~· -~±--_--V~',_".;;;::;:~~, _cu .... ' .. '"-<-... -~\"~'1v1 -------' ,'. • ,_/ ' • FOUND i /2" [?[BAR / r /a "----_, , AND CAP LS J!'' 189/.3 1 -~; ····o.9 .+. '"'i· o. ro' w. &: 1.0· s. /1 ~ 1'•30' 6" I ---...,.--EXPANSION JOINT • \ • ·-, ,_ SEE NOTE NO. 2 4. ' ' ' 4 ., NOTES: 1. SEE SEC. 5.04. ' 4 ,_ ·- SEE NOTE NO. 2 2. INSTALLATION OF N.o.c.e.u. (INCLUDING CONSTRUCTION OF BASE) WILL II( DONE 9Y U.S. POSTAL SERVICE. 1 1-6" J. SEE'. SEC. J,04 FOR JOINT REQUIREMENTS. NEIOHBOAHOOD MAILBOX UNIT NTS CATCH BASIN TABLE= r 1, TYPE I W ROLI.ED VANED G!:1/ITE A. 12+32.51, 11.50 LT RIM•S05.76 IE=502. 76 (E) !2, TYPE I W ROLLED VANED GRATE A: 12+32.51, 11.50' RT RIMm505.76 IE.,502.57 (W,S) CS,3, TYPE I W/ ROLLED VANED GRATE STA: 10+66.00, 11.50' RT RIM•SOJ.70 1Em500,li1 (N,W) ~.8/4, TYPE I ~A: R~.:.'~ .&>~\]" Rll,lm5Q3,72 IE•500. n (E) C8'6, lYPE I STA: 1;)+11.J5, 21.00' LT RIM-501,1111 IE•491.18 (N,E.W) Clll7, 1YPE I STA. 13+21.09, 21.00' LT RIM=501.71 IE•497.98 (N,E.W) CB#II, lYPE I CONNECT TO EX, SD PIPE STA. 13+52.95, 22.67' LT RIM-51!1).Q IE"'497.77 ~ • 1YPE II -411" W IIIIIIQCl,GE A: 1~+21,02, 62,81' LT RIM-501,JQ IE .. fflJO LOW POINT ELEV • 503.91 LOW POINT STA • 10+65 PVI STA • 10+60 •. ·_--PVI ELEV • . 50J:61 ".' -• --_-- ----A.O. .; -5.00 - --• • • K "' '10.00 • • • --00.(# 'IC - -•• lll •:ii ..... -' 506: $ ·~-.--.--.--.--.--.--. L • • • • ' • • cii .,;J ---- !!,1 !,1 - ti ·16 · · . ; ·, ..... . -... --I . -I ··~:..·· 500: ·~ ' : : : :~~~~~~-. • "' I . ~ PVI STA = 11+20 ----PVI. -ELEV-,• 504.8-1 ----A.0; =' ~0.95 -- -• • • 1c .. si.44 • • • .. -. 00.W 'IC .. CBf5, TYPE I STA. 11+17.oe, 21.00' LT RIM•S05.87 MHf10, TYPE II -54" W/ JHLHOUSE :d~- :?if~ ····-··-· -.. -···~-·---'----- 1Em5QZ,87 (E,W) stA: 13+21.02, 62.81' LT RIM-~.00 IE .. 4811,20 CALL BEFORE YOU DIQ: 1-800-424-5656 L_ __ _ 10+00 ~1~ 11+00 ROAD 'A' PROFILE 1 "=30'H 1 "=5'V J0:,_ ___ .,::60 , ' -+ • --' AIM•505.84 TIE•502:7f • • 24 LF ; 2· so •• o.iiox -....... ' - + L_ ---• RIM•505.8+ -' ·----·· 12+00 ------- ce ~-~--·-·-.--' IE=502.~:ll ···-~ ·········-ij~ l ;g ui -'l[ll) 0 "": ,! "' ii! :ti! ii! :?, ~ iii j OF CALC'O CORNER TEMPORARY EASE 1YP ·, / I 5 FLOWUNE {1YP.) (42' RADIUS) I \ \ > / r i i I I I \ ; ! I , 6' PVC TIGHTUNE ! 0 1.0" MIN. S PE fl ,,~ I ~i ,,,, 2+84_~ .ll 506.68 506. . -,, --, _/. """'Co , 6 r:. I \ t·. =I p,J:lc / LCJT d I , -FOR CONNECTION TO i ROOF AND FOOTING -DRAINS {1YP.) g:J 4 5' PRIVATE ~ ": DRAINAGE EASEMENT/' \ \ //\ ., 0 / '/·· 0 5' SIDEWALK • ;!; / ~oi ~~/: :()11,' ,I I/ -~i,,--t ----'---------,,,-------/,.:......_ ....... _ _jl '.' " r' 1 }x_ CONC!,ETC I ROLLEDP"" ~B 1AND GUTIER ' Q ~ TO,,::, BE DEMOLISHED 1 .,.., 1.1i;.1All THIS SHEEf <C~ , - .!'l ; i o' ?.A.RENT PAPCE"f.. ~ ( 12 i ' ~ o 6" PVC TIGHTUNE ,, ~ EX. 0 1,0i"IN. S'OP ·E <q\- AF?E"A: SHED "' u " :.: U' Ei\Vt; FOR CO NECTION TO 98, 008± SQ. FT. (,2.25± !V'0 '"""'""; . • . ..-r,t .. J/ i ROOFi AND FOOTING , r ,) 1 DRAINS ('IYP,) ShED ·1 ., EAVE ' r:6 C;, ~, I 500 NOTE: 5' PRIVATE DRAINAGE EASEt.1ENT A!./ .. F.)<tS'i'JNG STRUCIURES TO Bf REJv/OVED. EX. HOUSE 1 j \ \ ,- 'I -I ),./' \ K CONSTRUCT HANDICAP CESS / 4 1 1 RAMP PER DETAIL THI SHEET. L P A)IIS TO ( COINCIDE WITH CENT~ OF , \ 'JJ. l \ ' ~7 I 1 CURB RETURN re· PARK \ \ ' PROVIDE TRANSmo~ 'i CONCRETE WALK TO ASPHALT ·11--+-----+--------~~--~ PER DETAIL THIS SHEET -i 1.,-r:f..f,-'F" 'C' J .ll'.J. ' · I ~-~'! '6,5' SIDEWALKg 20' R/W DEDICATION IE=507.50 -,.p--w f,2.:_, lJ! __ 11!"1"' .. -~-~. '!',_·!Ii __ '","",,.~;!"'•_ .""":,_"',"".L.71_,b_, _""_ 'l'' "'. "'-"''..,'.*'_'"',,_"',-."'--__ '":-_"'· .•. "",""'""' 510«-· -_____ ,.. ,cc,;;SI "' ,. " .. ,.,.. • - SE 192ND ST. CONSTRUCTION ALIGNMENT START POINT N 5001.84n E 5JJ0.4281 --.. ' 12 D.I. NEW CHANNELIZATION PER SEPARATE PLANS 0 .\· 0 + -. 2 • 7--, I 6" PVC TIGHTUNE 0 1.0" MIN. SLOPE FOR CONNECTION OF ROOF AND FOOTING I DRAINS (lYP.) l 8 . r--s· r~'f'T9 DRAINAGE EASEt.1ENI ;., ,-..,.-,, T \ ;_j,J,-1\{ p,l?('C"' l ·\ ,,,''-' 1 nr,1...,!....L, , ' y 9 \ \ \ \ I / \, I ' I I I --0.7'± / .. OT 9 APPROXIMATE LOCATION OF EX. TYPE I CB CONTRACTOR TO VERIFY LOCATION ANO ELEVATIONS PRIOR TO CONSTRUCTION IE=±497.00 VERTICAL CURB AND GujTER /, ,, . , "'''' _ . _ ".., ... PER DETAIL S C6 1 /" ---~,..-·f:..'--' )Nv, CON_Lrr:t J 1:. __ .MU!VUivfdjJ.J fY ASoJ.JAf FO,,~r f VI/ i / 2 BRASS Df"SK IN CAS[ cB"(rx.; _' _, ~-... ~r~t~·-/ f?/M = ."501. 5 ··Pr 12'' CPP W = 499.55 -'<-:::r-EX. UTIUlY POLE TO 12'' CPP E = 499.00 PROVIDE TRANSmON FROM BE RELOCATED. CONCRETE WALK DRIVEWAY COORDINATE WITH P.S.E. C,!) (!) (!) c., ..: 0.. Cl.. a.. a.. C. :c:c:c:c ~ PER DETAIL THIS SHEET ' ~ 7?i)_~ ;t~ ,_<'ftr, ~' 515 0.0.E.S. Completion O.ate • OERS, P.E. D LOPMENT ENGINEER Commente: CAUJQt THE CON'IAACT. OR SHALL QE •. .FOR VERIFYING THE LOCATION,JllMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHEl'Ht:11-. _ ON THESE PlANS OR NOT 1,r POTHOLING THE UTILITIES AND SURVEYING THE H0Rf4 ~ ANO VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS 51-WJ.. INCLUDE CAWt!G -··. JE O 1-800-424-5555 AN. D THEN POTHOLING. ALL OF lHE EXISTING UTIIJTIES ~ S Of NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFU ·-· • LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE 111\SED UPON THE U . PUBLIC INFORMATION ANO ARE SUBJECT TO VAfillATION. IF CONFUC'IS SHOULD OCCUR TH OR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. 0TO ALL PR08l.£MS PRIOR TO PROCEEDING WITH CONSTRUCTION, CONTRACTOR SHALL BE FULLY RESPOIISIIILE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT Of NlffURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENl'A'IIOll THAT MAY BE AFFECTED BY CONSTRUCTION ACTMIY, PURSUANT TO W/IC JJ2-120. APPWllONS MUST BE COMPLETED BY A REGISTERED LANO SURVEYOR. APPUCllllONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASH~ STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THQ(OffiCE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT Of' NATURAL RESOURCES PU!IUC LAND SURVEY Off\CE 1111 WASHINGTON STllEET S,E. P.O. BOX 47080 OLYMPIA. WASHINGTON 911®4-7Qeo UPON COMPLETION OF CONSTRUCTIOl'I, ALL MONUMENTS DISPLACED, REMOVED, OR DESTR<mO Sl'IALL BE REP\.ACED BY A 11'.GISTERE'.O LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CON'fAACTIIR, Pl,IRSUNfT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACCMf.111' Of' SAIi) MONUMENTATION SHAU. ALSO BE THE RESPON$11111.11Y OF THE CONTRACTOR. NOTES: 1. FOR WIDTHS OF SIDEWALK SEE'. SEC. J,02, 2. FOR WIDTHS OF PAVEMENT ANO SHOULDER SEE SECS. 2.02, 2,0J, AND 2.04. J. SHOULDER SHALL BE SURFACED AS REQUIRED BY SECTIONS J.07 AND 4.01. IF PAVED, SHOULDER SL.OPE SHALL MATCH CROWN SLOPE OR .02 FT./FT. 4. FOR CURB ANO SIDEWALK JOINTS SEE'. DWG. NO. J-001. 5. TRANSmON RAMP SHALL BE TEXTURED USING TRUNCATED DOME PATTERN PER DCTAIL SHEET C6. 4" CEMENT CONCR£1'E SlD£.WNJ< AND !WM' CEMENT CONCAE IE SIDEWALK TRANSITION TO ASPHALT NTS \""'l . . t" --------., '.-,, '\ ·-:" MATCH E>CISTlNQ OR PROPOll£D SURFACE ASPHALT CONCR£1'E 515 ----------------\ ------.. -• -•. ---.. ___ _. __ .I_-_ EX--GROUND EL --• :::::::-__;_;_ --------• . • -D f OF. SE -1921'10 --' ----' -f --.._~-=::_--:::::_'---..:_ --· -Uj-EX. -GROUND O • -• ----• • - --:-~~-;::::.,~ _ ; . : . . : .. i WG:E OF PA~ENENT · --, -~----. . -29 , ,.... . . --~~ · :-:-. · PROftLE · -· -. SIO ---•--------··---------.-.-: SIO ---=--~---' ---' -1PROP0SED GUTTER - -..,. 12• " -------------El'\C f./, I o . . , . ~....:.;:.~ -:--,__ . ~ , .. "J:59% ·:· ..... . .. + .... -~-~~~-_. . : -----• -• ----• ' --, -,.._,. -~~~~~~~~~~~-::::_-'--;-;..;.._:_: _ .. ~a 1~~2' SD• SE i192ND ST.• PROFII-E. i :'":'"~.;___~---:-:-~Dt . . --~ . ~-i •• . '. · · · ·194, ·LF· ; " · · · · · · · ; . :::-:-----'"'---·-';:::_-~..,_·~-'--. -_ '----.. -_ -__ _ ---• ---. -12 -so -------. ~ - · -..... -_ .. · .•.. -..• _.-; ------•-~_.2.42X --· -· --~-----!500 i-;;~---.;___~~~=-~· tJi2~'gLF:_ ~12r:_·~•so~· • .---:--·."' ,------·, - STA; 13-tll.;: ~1.00 Li • --.. 0 0.68X. -----~-'-' 12'. l>Q • -CB . · TYPE 1 • ( - -----• • -• • RIM,.50t81i • _ A. 1 +1.1:os, 21.00'-Ll'. • • • ----RIM=505,B7 ---, - ------i~;;.w2.a't TtwF . -' • !~~'f!!!P!!(N,E,W) - -~ •LF • 12~ SD• o • ~.20,; • . -_ [ 495 . • . --. --. C 7, TYPE i • • • • • • • $TA; 1~+Z1.Qll; 121.00 ~T • • • · • • • CB B. lYPE 1 • • • -· · ---· · · · ' -RIM~501.71 --• • • • • •STA;• 13+52,9:i,. n.67' LT --' --· · -----: (t SE 192ND ! . ---• • . •• ~LOWUNt • • i • • • 39 LF i:.i' SD o o 54 -• ---· --• •RIM=500.B9 -- : ! • • • • • • •i' EX. ~01.J~D O · •• • --r--PROPOSED GROUND • • • • -• • • • • • • • • IE=497;!l9(N,E,W) -CONNECT TO EX. i 2· so ·----·-·-·-··· r·-···-·----··--···r --··--·-~·--1--·-·--........ ..:.. " -·-·--······-·--~·-___ : ~:1~=~z ·11 -- IX'~ ..--~ 8 ~---\. o"' ((} • V' • 0 "'ii! .. , ~ r::,.q. "" •.n >~ ' ,-1 -· lbi~ CD a, --~ . 8~ 1 .... ' . 10+~00---------------L-------·-·-·-----------···-----· -----·----.,·--·------------,---·--------·---------.. ' .. -.. -"--------~----------------~----...... 11 +00 -·------------------· ----- 12+00 13+00 I.. /, j F c ;; -g c "' C u c 0 u N ,11 'e u II) •c ~ • 0 --:c 00 ' N " a u U) "' 0 0 N '-.. ~ '-.. .,. 0 ~ E f= '-.. V ~ a 0 a, • 'O :,a '5 I ..,. <D / a, C -c " V C a, C "' / .,. "' ~ / ~ 0 0 0 / Cl. ~ c:: I ' ' ,"j ,1 ,, ,, '' ' ,, 'J: I . • ' . '' ', ~t , 'WI '"'\~.· ,1 I; • s·"':' . _,\ ' •• 1'•20' c_M-IN---~ SMOOTH VERTICAL BARS HOOK CLAMP ANCHORED TO C.B. RISER 6" 12" MIN PLATE WELDED TO ELBOW WITH ORIFICE AS SPECIFIED RISER 6" MAX. REMOVABLE WATER-TIGHT COUPLING OF FLANGE FLOW RESTRICT OR ELBOW DETAIL NOT TO SCALE 3/4 DIAMETER SMOOTH BARS EQUALLY SPACED ...... I /-15· (TYP) SEE NOTE 1 ( 4 O.C. MAX.) l"LAN YEW NI'S LOWER STEEL BAND 3/4 X 4 WIDE FORMED TO FIT IN GROOVE OF C.B. RISER UPPER STEEie BAND 3/4X4 C.B. RISER TYPE 2 CB 48" WIDE 4 HOOK CLAMPS EVENLY PLACED SEE DETAIL BELOW :;...o+\\ __t A PROVIDE MAINTENANCE ACCESS BY WELDING 4 CROSSBARS TO 4 VERTICAL BARS AS SHOWN. HINGE UPPER ENDS WITH FLANGES/ BOLTS AND PROVIDE LOCKING MECHANISM (PADLOCK) ON LOWER END. LOCATE STEPS DIRECTLY BELOW 3/ 4 DIA. SMOOTH ROUND BARS WELDED EQUALLY SPACED. BARS SHALL BE WELDED TO UPPER & LOWER BANDS (24 BANDS EVENLY SPACED SEE NOTE 1) OVERFLOW EL.= 501.30 STANDARD GALVANIZED STEPS OR LADDER DETAL HOOK Cl AW NI'S &ECTION A-A N'18 lJ.QI.ES;, 1. DIMENSIONS ARE FOR ILLUSTRATION ON 54" DIAMETER CB. FO~ DIFFERENT " DIAMETER cs's ADJUST TO MAINTAIN 45' ANGLE ON "VERTICAL BARS AND 7 O.C. MAXIMUM SPACING OF BARS AROUND LOWER STEEL BAND. 2. METAL PARTS MUST BE CORROSION RESISTANT; STEEL BARS MUST BE GALVANIZED. / I I A ' . ' , ' ' ' , ' , ,, 4 CB RATHINAM SHORT PLAT POND DETAILS LOCATED IN THE 8.W. 1/4 OF THE S.W. 1/4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST 9 / ' I lYPE 3 CHAIN LINK FENCE I • PER DETAIL THIS SHEET TOP DEAD ,STORAGE T-41 ' MAX. WATER SURFACE EL•498.20 8-40 EL•501.00 I /' .,.-------- -.. --...... IE=496.50 20' R/W ,,.DIDlCA TIOJii i . __ ,., 35 LF 12' SD ( 0 3,2Q,i; 12' GRAVEL POND \ \ I I I I I I I I J I ' A 10 LF 12" SD • 2s.oo,i; '• I .... "":... ________ .J ---------------------------------------------,::~--------------------· • • ., EX. UTILITY POLE TO ',, BE RELOCATED. ·, SE 192ND ST. · , 0---- S89'40'54nW ,1321.64'(MEAS.) S89'40'54}'W 1322.JO'(PLAT) ' POND PLAN VIEW SCALE: 111=20' .. ···.·····.·· 510 J COORDINATE W/ P.S.E. lt_ / _,.,,, - ,JU<C'..·= 51() .·· / 510 3. THIS DEBRIS BARRIER IS ALSO RECOMMENDED FOR USE ON THE INLET TO ROADWAY CROSS-CULVERTS WITH HIGH POTENTIAL FOR DEBRIS COLLECTION (EXCEPT ON TYPE 2 STREAMS). 4. THIS DEBRIS BARRIER IS FOR USE OUTSIDE OF ROAD RIGHT-OF-WAY ONLY. FOR DEBRIS CAGES WITHIN ROAD RIGHT-OF-WAY, SEE DRAWING 2-028 KCRS. 506 '----·"'·· • .. • .. PROPr ~~~UND··· ; •..•.•..•..•.•..•..•.. :. J.J-ZtrUND··· ~~\ • . ....................... · .. 506 50li: "' "' ""'aL=1 : . •. . -= -;.~~1 • • ' 50li CBt9 OVERFLOW STRUCTURE TYPE 11-48" NOT TO SCALE CALI... BEFORE YOU OIO 1-800-424-5655 D.D.E.S. ' ' r-'f- comp1euon Dote f,1,,1, Completion Dote ... l ; . ; \ ~ . . \ 500 ..•• r~~ ·...... ~p 0~ ~ ...•. ~OcEL-~0·.~··•··re:~jJ.T .. • r•~-·. ~-·. . ~~. __ . i . ~ -L~ . /:~~--'---"---' . 500TOP OF5:[0RAGE :=--.~ •...•. ,.·~. EPTH .•. ····,~·;· •. fr. i.. : •.•. ; 500 ! 0+00 . . : · · TOP. Of' ()Eo\l) STORAGE · · : . · : : ·::::.,..;'I' · .. · · · · . . ... _. ,_. . . ·· __ _, · · EL~.:20 · · · · . · · · · · · · ·: · · · · · . · · ... · · · · · · BOTTOM · OF POND · : • • • • a.;493,20 • ........... • • • . F,. • LOWER BERM. EL.,497.20 · . ... /. '. •\' ..•........ .. CE~1 ... ·/ ' .... \ ..•• :.C£LL2. .. Kl. . ..... . BOTTOM· ·OF· POND · • • • • EL•494,20• • 1+00 POND SECTION A-A SCALE: 1 "=ZO' H. 1 "=5' V. .. } . - 495 a _.;ij8,20.,.,.. , ··C~LL2· .... , · , . . . · · · . . . . . . . .. 1 .... , rol sE 1$2ND ST I ' . ·. ·. ·. ·.r;rlMll'Y><.1 CE . . I . . . . . ~ •• ~ • ~~ 495 .. i .............. 1·•····· . r .. . . I . . . . . I . , . I . i .. : f : . '. i . . . i . ... : : f : : .. f--------'------'-----+-----'-----'----· _· I ... ! I "':' -:il 0+00 POND SECTION B-B SCALE: 1 "=ZO' H. 1 "=5' V. ,.,I -:il I STORMWATER STANDARDS ,\ DETENTION LEVEL 2 FLOW CONTROL COMBINED DETENTION/WATER QUALITY POND TOP OF DETENTION LIVE STORAGE=501.00 BOTTOM OF LIVE STORAGE=498.20 VOLUME REQUIRED-16, 100 CF VOLUME PROVIDED-17 525 CF WATER QUALITY BASIC WATER QUALITY STATIC WATER SURFACE=498.20 BOTIOM OF WATER QUALITY=494.20 VOLUME REQUIRED-6 478 CF VOLUME PROVIDED=14,868 CF AS-BUILT VOLUME PROVIDED--___ _ , .. 1----------lf---CIRCUMFERENCE LENGTH=2.0 Ff. (MIN.) ) v IC_ .. . ~ .. • . : I ' . '· . '\,·. . . JAILHOUSE WINDOW DETAIL SCALE: 1 "=2' H ~-(' AND OIL SEPARATION ""i EL=501.0D PIPE SUPPORT Z.0 . . . . ' . ' ' ' ' E = 01.00 PROVIDE VERTICAL BARS IN FRAME AT 4" O.C. FRAME AND LADDER OR STEPS OFFSET. SEE PLAN SHEET. FRAME & GRATE ELEVATION PER PLANS RIM=502.00 CJ I( PROVIDE VERTICAL BARS IN FRAME AT 4" 0.C. FOR CIRCUMFERENCE LENGTH = 2.0 Ff. (MIN.) ~T~D~G~A~LV~.iS~TE~E~L~O~Rtf. ~++-~-i'itji~;:=~r~-ft-___ ELBOW RESTRICTOR \i,J r/, 0 _ . ! 1 ALUMI UM STEP ORIFICE #2 7 " S '~ EL.=.500.30 5 ""' L \/ oc ORIFICE DIA.=2.24"\. \" 5 "' ~· _r., BODY BRONZE MTD . ~ ~ OLYMPIC FOY. STD. OR LEFT GATE, ~_.c=~-..! NC/C/1-LG, d4,J CASCADE..,... vi; CULVERT INC.' OTHER DEVICE APPROVED BY ENGINEER <>K-~ INVERT EL=498. O M,..{ ~ ")'"> '"'* RESTRICTOR PLATE W DRILLED ORIFICE #1 " • 0 z I '::ii b· I:;:; ...,:::a ' EL.=496.20 ~ ORIFICE= 1.25" ¢ ) oK. , . ....,_.....,, ,-.-..-. --'r--~-,---J' . . ' .• . . ' . I MH *10, TYPE; 11-54' SCALE: 1 "=2' H RIP RAP PAD DETAY S AU. fW:» RAP PAOCil 8HALL -= 7' WDE X 8' LONQ X ' 1' DEEP, IJ8INQ 1HE <¥1ADA1JON SPECII EC EEL.OW: 12" INVERT EL=498.2D NOTES: B 3) 4) PIPE SIZES & SLOPES, SEE PLANS. OUTLET CAPACITY NOT LESS THAN COMBINED INLETS METAL PARTS: A) CORROSION RESISTANT OR GAL- VANIZED OR ALUMINIZED TYPE II, B) IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT I. FRAME & LADDER OR STEPS OFFSET SO: A) CLEANOUT GATE IS VISIBLE FROM TOP. B) CLIMBDOWN SPACE IS CLEAR OF RISER & CLEANOUT GATE. C) FRAME IS CLEAR OF CURB. 5) STRUCTURE SHALL BE A TYPE 11 CATCH BASIN MINIMUM. ~) Z /"'I ""''-" H PM<r/.Jtlvi RIP RAP SHALL BE IN ACCORDANCE WITH SECTION 9-13.1 OF THE WSDOT/M'WA STANDARD SPECIFICATIONS. RIP RAP TO BE REASONABLY WELL GRADED WITH ROCK GRADATION AS FOLLOWS: PASSING B INCH SQUARE SIEVE 1 ~ OR MAXIMUM STONE SIZE 8" PASSING 6 INCH SQUARE SIEVE 40-~0% OR MEDIUM STONE SIZE 6' PASSING 2 INCH SQUARE SIEVE 0-10% OR MINIMUM STONE SIZE 2" UDJYY CQftP IGI NOJit 0~ 16' END, GATE, OR CORNER POST BRACE POSTS THE C~ SHALL BE R~OR VERIFYING THE LOCATIONBYDIMENSION, AND OEPTH 8-hif#-ES~ SU=~~~~~~~···JI mu~:N~IOR fuOTCH~N~Utlli>N. TOP HINGE (180' SWING) LINE POST TWISTED AND BARBED SELVAGE PULL POST BRACE POST THIS SHALL INCLUDE CAWNG UTIL.IIY . 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE E)(ISllNG UTILITIES AT OF ~sUTlo'fYSAliR~/.IW[s lfs ps~~t THESE ~FJ .mt11Eo0i,,'l,W ~r;JWRI~ PU~. c INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS sHouLO occuR. THE co'N¥,wrr6it ~HALL coNSULT BARGHAUSEN CONSULTING ENGINEERS, INC, TO REliOLvt: ALL PROBLEMS PAIOR TO PROCEEDING WITH CONSTRUCTION, CONTRACTOR SHALL BE FULLY R£SPOtilSIIII,[ FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARIMENT OF NA~ RESOURCES FOR REMOVING AND REP~NG ALL SURVEY MONUMENTATION TWIT MAY BE AFFECTED BY CONSTRUCTION ACTMIY PURSUANT TO WN; 332-120, lll'Pl,JCATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMEN'TS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, Oil BY CONTACTING THEIR OffiCE BY ra.EPHONE AT (206) 902-1190, WASHINGTON STATE DEPARTMENT Of' NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E, P.O. BO)( 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, AU. MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A RQl$1ERED LAND SURVEYOR, AT THE COST AND · AT THE DIRECTION OF THE CON'TRACTOR, Plffl$UANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT Of' SAID MONUMENTATION SHALL Al.SO BE THE 12" ROUND SECTION CONCRETE CLASS C 1 2" ROUND SECTION CONCRETE CLASS C ----.t'Jc TYPE 3 CHAIN LINK FENCE GA TE NOT TO SCALE "' "' -.... 3' -TYPES 1 & 3 2 -TYPES 4 & 6 BRACE RAIL ~ // % % . 7~' TWISTED AND _ _,, BARBED SELVAGE ,· TYPE 3 CHAIN LINK FENCE NOT TO SCALE TENSION WIRE CHAIN LINK FABRIC BRACE RAIL TENSION WIRE ' . ]"' . N " Q I " "' N ~ I " "' ( EXPIRES 6-10-07 i,....;;;;;~;.;:;;;;;;;;;;;:;;::;:;;;:;:_J ~ .!! :s b a C: u 8 0 "' 'f N .• Ill 'C ~ 0 -:c "' II • - w I " w N 0 .c i,---------12 i ~ ; t ~ l ~.!iti~.g 0 i,---------1 ';/ ~ m ,i;:t . .c E co -~ : z .c ;:: ili 0 ., 1/) .w (!) u a;~ z..., 5 1/) 0.. :.;! r:::, !z 5~ z •O (!) 0:: Z-· -> 0:: z . Ww w z . -(!) (!) z ~~ --' fie 2: ::, u 1/) CIO '5 I() w 0 u V) N N - / w 0 0 0 / 0.. RESPONSIBIUlY OF THE CONTRACTOR, ~\t,\. t) 0 w L--------------"'------------------------------------------------------.....:..:..1.!:..,:_;;:....! __ L_~Ll: ' .. _, ____ . -.. ,-_ _,~-·-~--'----' \ ) . ' { " ' // OCIQAL NQJES: LAST UPDATE 1/29/99 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 'jHE 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 wr1HIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DOES) ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE ODES PLAN REVI.EWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY KING COUNTY PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, AND DRANAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ~C.). 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE ODES 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 SrW.L BE LIMITED IN ACCORDANCE WITH KING COUNTY CODE (SECTION NORMALLY, THIS IS 7 A.M. TO 10 P.M. 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 RIGHTS-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 MEET ALL REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE DOES LAND USE INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTION. 9. DATUM SHALL BE KCAS UNLESS OTHERWISE APPROVED BY DOES. 1 D. 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 81 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 CUTIING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY ODES AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03 (8)3. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMEf/T, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT 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. 15. BERMS FOR PONDS GREATER THAN 6 FEET IN HEIGHT ARE CONSIDERED EARTH DAMS. IT SHALL BE THE DEVELOPER'S RESPONSIBILITY TO OBTAIN DESIGN APPROVAL FOR THE PROPOSED DAM FROM THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (DOE) PRIOR TO CONSTRUCTING THE DAM. 16. ALL EXISTING UTILITIES SHOWN ON THESE PLANS WERE OBTAINED FROM A FIELD SURVEY AND FROM AVAILABLE PUBLIC RECORDS. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES WHICH MAY CONFLICT WITH CONSTRUCTION, WHETHER SHOWN ON THESE PLANS OR NOT. ENGINEER DOES NOT WARRANT THAT ALL UTILITIES HAVE BEEN SHOWN. 17. IT SHALL BE THE OWNER'S AND CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE TELEPHONE COMPANY, THE GAS COMPANY, THE POWER COMPANY, AND THE CABLE TV COMPANY PRIOR TO CONSTRUCTION SO THAT THESE OTHER UTILITIES CAN PREPARE THE NECESSARY PLANS FOR THE EXTENSION OF THEIR RESPECTIVE UTILITIES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THESE ACTIVITIES DURING CONSTRUCTION. DRAINAGE NO'TES• LAST UPDATE 1 /29/99 1 . 2. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE DOES PRIOR TO THE PRE-CONSTRUCTION MEETING (KCC 9.04.100,D). ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION 12.88); IN ACCORDANCE WITH WSDOT 7-02.3(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL, AND ANY REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3. 4. 5. 6. 7. 8. 9. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE (KCRS 7.03). ALL DRANAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING LIDS. ALL DRANAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS (KCRS 7.05). ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS DRAWING NUMBERS 2-D13,2-018,2-019 OR 2-020, AND SHALL INCLUDE THE STAMPING "OUTFALL TO STREAM, DUMP NO POLLUTANTS" AND "PROPERTY OF KING COUNTY" (KCRS 7.05). 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 EN.D SECTIONS TO MATCH THE S10E SLOPE (KCRS 7.03(L), DRAWING No. 2-001.) ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8"/40%-70% PASSING; 2"-4" ROCK/30%-40% PASSING; ANO 2" MINUS ROCK/10%-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS 7.02(8) DRAWING N.UMBER 2-024. 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. B. c. D. E. F. EACH OUTLET SHALL 6E 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. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A 5-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. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS 7.04. IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB-OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. ALL STORM DRAINAGE CONVEYANCE PIPE SHALL BE ONE OF THE FOLLOWING "'3 DESIGNATED (UNLESS OTHERWISE NOTED): A. POLYVINYL CHLORIDE (PVC) SEWER PIPE. (SOR 35 OR THICKER) B. SMOOTH WALL SPIRAL RIB METAL PIPE (ALUMINUM, ALUMINIZED STEEL, OR ASPrW.T-TREATED STEEL). 16 GAUGE WITH 3/4" X 5/8" ON 12" CENTER. RATHINAM SHORT PLAT GRADING AND STORM DRAINAGE NOTES AND DETAILS LOCATED IN THE S.W. 1/ 4 OF THE S.W. 1/ 4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST DRAINAGE NOTES [CONTINIIED): C. ADS TYPE N-12 (OR EQUIVALENT) HIGH-DENSITY POLYETHYLENE CORRUGATED PIPE WITH AN INTEGRALLY FORMED SMOOTH INTERIOR TO THE REQUIREMENTS OF MSHTO M-294. D. DUCTILE IRON PIPE CLASS !jO OR 52. I MINIMUM PIPE COVER SHALL! BE 2.0 FEET. (1.0' IF DUCTILE IRON PIPE IS USED) I F. PIPE MAY BE ANY OF THE ABOVE PROVIDED: 1 . 2. PIPE JOINTS MUST BE OF THE SAME MATERIALS, AND ' WHERE A PIPE MATERIAL IS SPECIFICALLY SHOWN ON THE PLAN, THAT MATERIAL MUST BE USED. 1 /8' BEND (6") 6" PVC LENGTH AS REQUIRED 6" PVC f EXTENSION OF 6" PVC OR CAP END '--'r---1-,!..._.J-: : ) 6" X 6" WYE ROOF DOWNSPOUT CLEANOUT DETAIL NOT TO SCALE RECYCLED ,PLASTIC --~ OR TIMBER' 1 /8" MIN. THICKNESS GALVANIZED STEEL OR ALUMINUM. INTERIOR SIDE DIMENSIONS 1 /4" GREATER THAN P0Sl--~ DIMENSIONS ' . ~ ~ , .. ' ' . . •. , . ~ 24" [ 1" CHAMFER 4 SIDES 1 ~--8" X 8" X 4'-0" ' <D I N 1 /~" GALVANIZED EYE BOLT W/WASHER AND NUT. RECESS N T AND PEEN BOLT THREADS. I 50011 MIN. TEST GALVANIZED CHAIN ANCHORED IN CONCRETE • <D I N NOTES: FLUSH 1. RAMP AND APPROACHES HAVE MINIMUM RAMP(:) TEXTURE !:' HIN, 10' 6' ' MIN. 32 IN. CLEARANCE FROM OBSTACLES INCL. HYDRANTS, POLES, AND INLETS. FLUSH 12: 1 @ RAMP SHALL BE TEXTURED USING TRUNCATED DOME PATTERN. (SEE DETAIL BELOW.) 3. RAMP CENTER LINE SHALL BE PERPENDICULAR TO OR RADIAL TO CURB RETURNS UNLESS OTHERWISE APPROVED BY THE COUNTY ROAD ENGINEER. 4. RAMPS SHALL BE CONSTRUCTED AT CORRESPONDING SIDEWALK LOCATIONS ON OPPOSITE SIDE OF STREETS WHEN RAMPS ARE CONSTRUCTED ON ONE SIDE OF STREET. SEE FIG. 3-006. 1' FLUSH-[ @ LANDING SHALL BE MINIMUM 4 X 4'. (REFER TO FIG. 3-008.) 6. RAMPS SHALL BE CONTRASTING COLOR OF LIGHT TO DARK OR DARK TO LIGHT AND COLORING MUST BE AN INTEGRATED PART OF THE RAMP. 1 ' ~ 235' ~ [j ~ ~ ' / " ~ 235:1.:"' ~ / i 2·3•' ~ ' %Z .'® T .. : "< --t<p--t<p-'47-;/ t ~ .® " 0 "' ' ' ' / "- /=,'(;;/{. 'xc,/ I ~wz --$-~-(ft-; ).5{_ .~ I L I § :@~ ~ ', ,:. --ct--,-~-~ SQUA~EPATTERN SQUARE PATTERN DIAGONAL ALIGNMENT PARALLEL ALIGNMENT GRADE BREAK & 3/8" EXSPANSION JOINT 4" THICK CEMENT CONCRETE SIDEWALK SECTION VERTICAL CURB 1 o' 6' 4' MIN. 12:1 • i..,.,;· •.• , ;_;•,:.';",:~,-·\.:·/ RAQE BREAK & 3/8 EXSPANSION JOINT 5" THICK CEMENT CONCRETE SIDEWALK SECTION ROLLED CURB J e.35' L ~ l o.e· ~ 09' --1 I-- SECTION PLAN TRVNCATED DOMES RAMP IN VERTICAL CURB NOT TO SCALE PAVEMENT WIDTH --j 2" 1 o· • .... 12" 24" ' ~-- 4 ' ' ' REMOVABLE BOLLARD SECTION A-A CEMENT CONCRE1c ROLLED CUPB ANO QUTTER \ BOLT,S: ?. PER JOINT 1 /2 'X 3 LAG SCREWS GALV. BClARDS: 8¥X 1" OR 12"X 1" ~.6" 1' VARIES 2' MIN. TYP. • 0 "' • 0 "' ' 0 I "' POSTS: 4 "X 6" MIN. PRESSURE TREATED OR CEDAR PAINTED WHITE. STRIPE NOTES: ORANGE & WHITE IF TEMPORARY. RED & WHITE IF PERMANENT. REFLECTORIZED SLANT DOWNWARD, RIGHT OR LEFT, IN .. DIRECTION TRAFFIC WILL PASS. SLANT BOTH DIRECTIONS FROM MIDDLE IF TRAFFIC PASSES BOTH ENDS. WIDTH 6" EXCEPT 4" IF RAILS ARE LESS THAN 3' LONG. SLANT DOWNWARD TO MIDDLE AT END OF CLOSED ROAD. SEE SEC. 5.07 AND MUTCD SEC.6C-8. BARRIQADE NOTES: TYPE I ' WIDTH OF RAIL 8" MIN. 12" MAX. LEN?TH OF RAIL 2' MIN. HEIC:HT 3' MIN. TYPE OF FRAME DEMOUNTABp;, ~--OR HEAVY 'A FLEXIBILITY ESSENTIALLY MOVABLE NOTE: FOR DIMENSIONS NOT SHOWN, SEE TABLE. II Ill 8" MIN. 12" MAX. 8" MIN. 12" MAX. 2' MIN. 4' MIN. 3' MIN. 5' MIN. LIGHT "A" POST OR FRAME SKIDS PORTABLE ESSENTIALLY PERMANENT FIXED (PERMANENT) TYPE III BARRICADE NOT TO SCALE PAVEMENT WIDTH ---t-----'-'12,_" __ -J-_ _.!i6,_" ~ 1" R EXPANSION JOINT 0.02 FT /FT . ' </ .. ' ',, <I -. ·4 . <'.I • ., ' "' ' "' ' <O . 4 4 . ' ' . ' ' 4 • ,_ " 1" R ,0.02 ~/FT, 3 . -,.., ....,____ !--'--;.._-__ ,;_' .;._ _ _,I, ----'-- 18" CEMelT COhCIE IE VERllCAL Cl.JIii ANO QUTTER f----t---=+----,-a-----1 [ NOTES: STANDARD KING COUNTY CURB DETAILS 1 . RECYCLED PLASTIC BOLLARD SHALL BE WHITE. TIMBER SHALL BE VARI 7 NOT TO SCALE V) .w ~~ Zw ~ V) 0. :i Cl !z ~ !:i z -o <.!) Ct: z--> Ct: z ww w z --<.!) <.!) z G:'i ~ ..J ~ ~ ::, u Vl V 0 u (/) U) 0 0 N '--., 0 '--., N 2. DOUGLAS FIR, DENSE CONSTRUCTION GRADE, AND SHALL BE PRESSURE TREATED WITH A WATERBORNE PRESERVATIVE (ACA, CCA, ACZA) IN ACCORDANCE WITH THE REQUIREMENTS OF SEC. 9-09.3 (4) OF THE WSDOT/APWA STANDARD SPECIFICATIONS. TOP 5" OF TIMBER SHALL BE PAINTED WHITE. STEEL TUBE SHALL CONFORM TO ASTM A53 GRADE A. REMOVABLE BOLLARD E\,AfJ r:::co;:N::TRACT::=O::::R:--:s::-:HAU".':".'":::BE:-FU::".'.".'LL'."."":'.YRES=P=o:'.".'Ns=1e-LE-F-o-R -om:_AI_N-ING-P-ER_M_ITS-FR-oM_TH_E ----....I CALL BEFORE YOU DIG: ,_i:,t' WASHINGTON STATE DEPARl'MENT OF NATURAL RESOURCES FOR REMOVING AND ~ rn • u 0 I ... 3. NUTS, BOLTS, & WASHERS SHALL CONFORM TO ASTM A307. 4. ALL STEEL PARTS SHALL BE GALVANIZED. 5. CONCRETE SHALL BE CLASS 3000. 6. SEE SEC. 5.08. 7. MIN. 50" SPACING ON TRAILS LESS THAN 1 O' WIDE. 60" SPACING ON TRAILS 1 O' OR WIDER. REMOVABLE BOLLARD DETAIL NOT TO SCALE l[[U1Y COffUCI NOTB CAI/TIONi THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION THIS SHAU INCLUDE CALLING UTILITY LOCATE O 1-800-424-5555 AND THEN POTHOLING • ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION IF COliFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN ' CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION 1-800-424-5555 ~ ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A "C° REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS r.'.'.':".:--::-::-::-=-:----------~.L..-----1 • MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL D.D.E.S. .- RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190, ...., ~. WASHINGTON STATE DEPARl'MENT OF NATURAL RESOURCES '1"L ~~~RVEY~ ~ ~ 1111 WASHINGTON STREET S.E. 'lllr P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED REMOVED OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR AT THE 'cosr AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHAU Al.SO BE THE RESPONSIBILITY OF THE CONTRACTOR. -~· " -·-·--~- H. NDERS, P.E. DEVELOPMENT ENGINEER Comments; Completion Date ~ D 'q' .Q E lo ~ z ~ .Q 0 -, CIC) -g 'o .c [I) U) 0 ,0 / ~ 0 0 0 / (L -~---; ·-· ---"' \ '"r . ' . ' '/, l !~ • 'l l'·, ' ~~\ ' ' ' ' ~~i,~i ,?~ RA THINAM SHORT PLAT ' (J) \g 5 ;;,- ~ ' · (.:,';\><,>t DETAILED SIGNIFICANT TREE RETENTION PLAN , '.•' '>,i '.· 'J''L• • ., SIGNIFICANf.t~~E RETENTION PLAN NOTES, PLANTING and MAINTENANCE SPECIFICATIONS z <O @ z C j ~ SlaNIACANT TREE RETENTION PLAN NOTES: • PURSUANT TO KCC 21A.38.230 OR KCC 16.82.156 AN APPROVED SIGNIFICANT TREE RETENTION PLAN IS ON FILE WITH KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERI/ICES (DOES) RECORDS CENTER, ON SHEET r::7 OF THE APPROVED ENGINEERING PLANS NUMBER L0450003, LOTS 1 THROUGH 9, WITHIN THIS PLAT CONTAIN TREES THAT MUST BE RETAINED PER SAID APPROVED TREE RETENTION PLAN, mf PROPOSED CLEARING, GRADING OR CONSTRUCTION ACTMTIES THAT WILL (OR MAY) IMPACT A SIGNIFICANT T11EE WITHIN SAID LOTS MUst BE RE.VIEWED AND APPROVED BY KING COUNTY ODES LAND USE SERI/ICES DMSION AND/OR SUCCESSOR, FOR COMPLIANCE WITH SAID TREE RETENTION PLAN. THE CURRENT LANDOWNER AND FIJTURE LANDOWNERS _SHALL MAINTAIN ANO PROTECT SAID TREES ANO SECURE PERMITS AS REQUIRED TO PERFORM mf MAINTENANCE ANO/OR SECURITY ACTM1Y SUCH AS HAZARD TREE REMEDIATION. • KCC 16.82.150D APPLIES TO THE SUBJECT PROPER'IY. THEREFORE, CONSTRUCTION WORK INVOLVING SOIL DISTURBANCE, GRADING AND FILLING OF THE SITE, INCLUDING INDMDUAL RESIDENTIAL . BUILDING PAO PREPARATION, IS PROHIBITED FROM OCTOBER 1 THROUGH MARCH 31, UNLESS OTHERWISE APPROVED BY KING COUNTY . ODES OR ITS SUCCESSOR AGENCY, CONSISTENT WITH THE PROVISIONS OF KCC 16.82, 1500, • THE PERMIT APPLICANT SHALL DETERMINE THAT THE FINAL TREE RETENTION PLAN DOES NOT INCLUDE SIGNIFICANT TREES UNABLE TO SURVIVE MORE THAN TEN YEARS AFTER THE DATE OF PROJECT COMPLETION. • SIGNIFICANT TREE PROTECTION: 1. PRIOR TO mf CLEARING ALL TREES TO BE RETAINED SHALL BE FLAGGED, 2. PRIOR TO GRADING AND THROUGHOUT CONSTRUCTIONS, A TEMPORARY CHAJNUNK OR PLASTIC NET FENCE SHALL BE USED TO IDENTIFY THE PROTECTED AREA OF mf SIGNIFICANT TREE DESIGNATED FOR RETENTION. THE HEIGHT OF SUCH FENCING SHALL BE ADJUSTED ACCORDING TO THE TOPOGRAPHIC AND VEGETATIVE CONDmONS OF THE SITE TO PROVIDE CLEAR VISUAL DELINEATION OF THE PROTECTED AREA. THE SIZE OF THE PROTECTED AREA AROUND THE TREE SHALL BE EQUAL TO ONE FOOT DIAMETER FOR EACH INCH OF TREE TRUNK DIAMETER MEASURED FOUR FEET ABOVE THE GROUND. • AT NO TIME DURING AND AFTER CONSTRUCTION SHALL THE FOLLOWING BE PERMITTED WITHIN THE SIGNIFICANT TREE PROTECTION AREA: (A) IMPERVIOUS SURFACES, Fill, EXCAVATION, OR STORAGE OF CONSTRUCTION MATERIALS (B) GRADE LEVEL CHANGES, EXCEPT IN LIMITED CIRCUMSTANCES WHERE PROPOSED IMPROVEMENTS USING PERMEABLE ATERIALS ARE DETERMINED BY AN ARBORIST TO BE NON-DETRIMENTAL TO THE TREES ROOT SYSTEM. • SIGNIFICANT TREE MAINTENANCE: (a) ALL SIGNIFICANT TREES SHALL BE MAINTAINED FOR THE LIFE OF THE PROJECT INCLUDING MONITORING (b) ALL SIGNIFICANT TREES SHALL BE PRUNED AND TRIMMED AS NECESSARY TO MAINTAIN A HEALTHY GROWING CONDmON OR TO PREVENT PRIMARY LIMB FAILURE. THIS REQUIREMENT SHALL NOT BE INTERPRETED TO ALLOW: (1) TOPPING OF PRIMARY STEMS (2) PRUNING THAT RESULTS IN THE LOSS OF 20 PERCENT OF VEGETATIVE MASS (3) CUTTING OF MAJOR ROOTS, EXCEPT IN PREPARATION FOR TRANSPLANTATION OR ,S DEEMED NEC£SSARY AND/OR ACCEPTABLE BY A CERTIFIED ARBORIST ( 4) WITH THE EXCEPTION OF DEAD, DISEASED OR DAMAGED TREES SPECIFICALLY RETAINED TO PROVIDE WILDLIFE HABITAT: OTHER DEAD, DISEASED, DAMAGED OR STOLEN PLANTING SHALL BE REPLACED IMMEDIATELY OR THE NEXT PLANTING SEASON IF THE LOSS DOES NOT OCCUR IN A PLANTING SEASON. NOTE: ALL TREE'S TO BE REMOVED, PRUNED, OR LIMBED FROM PUBLIC RIGHT OF WAYS REQUIRES A RIGHT OF WAY USE PERMIT FROM THE APPROPRIATE PUBLIC AGENCY AND NEEDS TO BE SECURED AND SUBMITTED TO KC ODES PRIOR TO mf CLEARING IN THESE AREAS. (CONTACT BERNARD THOMPSON FOR CLEARING IN KING COUNTY RIGHT OF WAY AT TELEPHONE NUMBER 206-296-0887 OR E-MAIL BERNARD.THOMPSONOMETROKC.GOV. PlANTING SPECIFICATION PLANTING FOR REPLACEMENT OF SIGNIFICANT TREES CAN BE PERFORMED BY THE PLAT DEVELOPER OR FUTURE BUILDER. IF THE BUILDER IS TO PERFORM THE PLANTING AS REQUIRED BY KCC 21A.38.230 OR KCC 16.82.156, IT MUST BE STATED IN WRmNG IN A CONSPICUOUS LOCATION ON THE FACE OF THE DETAILED SIGNIFICANT TREE RETENTION PLAN. THE BUILDER MUST BE MADE AWAfl.E BY THE PLAT DEVELOPER -THAT PLANTING OF REPLACEMENT SIGNIFICANT TREES WILL BE THEIR RESPONSIBILITY. A LETTER TO THAT AFFECT SHALL BE SUBMITTED BY THE PLAT DEVELOPER TO THE ODES LAND USE INSPECTOR AT THE TIME OF PLAT RECORDING. FUTURE BUILDING PERMITS ON LOTS REQUIRING PLANTING Of' REPLACEMENT SIGNIFICANT TREES SHALL NOT BE FINALED NOR FINAL OCCUPANCY AWARDED UNTIL THESE TREES HAVE BEEN SUCCESSFULLY PLANTED/MONITORED AND THE CONDmONS OF THIS SIGNIFICANT TREE RETENTION PLAN MET. GENERAL tONDl110NS ·' • I~~-:_._ ~DGl_:.,~---:., :r~ ~~r.:~f~~~~ir&~,:ionc AtlD . ~rII ( • 0SL,6,CKBERR'.(; REED CANARYGRASS, PURPLE l.0()$~1~ \:JtEDG~_" BINDW~'.' (MORNING GLORY), JAPANESE K~o1WEED, \WW)A :tJ:IJS)lE, AND.CREEPING NIGHTSHADE) BY MANUAL ~ tHEl.111:AL PtANs, lfH1s MUST: aE PRE-APPROVED BY KING couNTY DOES) PRioi{ 'fq .l'IAN't INSTALLATION. i: ., ,, , r;:.i/-.-. /\ \ <, • I.ANOSCAP(,m. _ <.l'Qfl/DEVELOP~/BUILDER SHALL VERIFY THAT PlANt. 1Nij.," .ON , (:ONDmON$!1 ARE SUITABLE WITHIN THE Pi,AN't!NG ',,,., , ·,m UNSATISl='ACTORY CONDmONS SHALL BE GORRECTE;P.;: J . .. ' C: TO STAltt: OF WORK. WHEN CONDmONs DttRIMENT~:(p. 1.l'Wff_.· __ .. :,GROWTH AAE ENCOUNTERED, SUCH AS RUBBLE FIU.. AIM/is,;. 1,1AAIIW)E CONDmONS. SIGNIFICANT VEGETATION, Qlt OB5W:!" .. s; .. J\-IE LANDSCAPE CONTRACTOR/DEVELOPER SHALL Ncmc;iu~&.· _• ·.· .. efllOR TO . PLANTING. BEGINNING OF WORK CON . , QEl'r,A,NCE OF CONOmONS AS SATISFACTORY. • ~Jl1itr&~~~:g$:o~= IN BEA l~~J.D NATURALISIIC,,_ : '. . :~· .· LOCATE/stAKE/\IERtff)LANilNG ARfAS '..,-.. · ,, . ·.-. '·'-:."'·i( '. '".· .. , • l.ANl)SCAP[· • .° , . . , , R/DEVELQPER/BUILDER SHALL FIEl,.D LOCATE, STAJ(E, At;!g , FY etkrriNG ~p.s AND CONFIGURATIONS PRIOR TO PJ,AN:riNG; .1fl,,. ; ~Lt•APPRO~\~TE WHAT IS SHOWN ON THE DOES APPROVED .. ,:.\'a:S NIFICANT TREE RETENTION PLAN. ALL RE.\11SIONS/pi,Wlb£$.: .SHALL ,. BE PRE-APPROVED BY, DOES AND DOCUMEN'@ _tt)R REC()RDINtl:.AT FINAL PLAT APPROVAL . ;· ·:>>1 ·r'.t\ -,',,-<./ APPROVE ~i.ANTI~o ·~r10Ns AND SPACING -·.-._-: -S '";/,(\} _-·: ... ·: _._':,, . " • pw,itJ~1:f".~TI0·_·_1ti!.,JHOWN 'ON ~LANTING PLANS ARE APPROXIMATE, BAS.. ED .· ON.Yi~CleATED s~ ,~CONDmONS. ACTUAi. PLANTING (.OCATION$.:, lfU,\'1'_,,.VA..R'f FROM 1nuSE SHOWN DUE TO · FINAL SITE CONDmoNS.n.': NIQ ,,,:'LOCATIONS OF EXISTING VEGETATION. ~i-l~l: :Ni'f]iYARIAtloNS FROM THE PLANTING PLAN WILL REQUIRE 'p~1i;lk APPRuvAL BY RC DOES. .-",_:,-1//t _· .. , :-..:.:-.. :·,·,:,_'::. • ~lflO'.Nf ~E SP~iNG SHAO'. BE A MINIMUM OF FIFTEEN FEET (t&')' Ol(jA$,~A~ ON THE ,APPROVED PLANTING PlA/:l •. SPACING SHAI.L i3E Ml~A~]O ALLOW SIGNIFICANT TREE'S ROOM TO EXPAND THROUGH 'Iii,, ,F,I/IOfflt YEARS. ,_t ;: ~)\; ' . :: . :· .\, PART 2 ,. PLWT i.lAftiilAL: 'tJ'ANDARDS ' ' '-' '· ' . '. ' • =r~ t1· .Ji:P~~~J~t S~ ~t~ iH~ f!EQUIRf:0, . $.. . A .. rioNS SHALL BE IMMEDIATELY REMOVED FROM tHt S~ ·· . . , REP!.ACED WITH LIKE MATERIAL THAT t.lEETS THE !WJUIREI),<;_,' ~~~-·; . PLANT MATERIAL SHALL MEET THE REQUIREf.1 , ., '. bF . .NTY, STA'lt AND FEDERAL LAWS WITfj RESPECT to _ P , P E D INFESTATIONS. INSPECTION CERTIFICATES, REQl,IIRED Fi(:: W, S. . ACCOf.lPtwr EACH AND E.VER'I' SHIPMENT AND SHALL e~ · ' aii( · To THE' lANosCAPE coNTRACTOR/DEVELOPER IJPON R~!)c,, . . . MATERIAL THESE CERTIFICATES SHALL BE MAl>E AVAi_ ,, , ,to .. , DOES AS REQUES'IED BY THE INSPECTOR. ;:-c;_ .. ,,.,i:'\~ ' . ·_, ,xt '- • PLANT IAA~Es .. · BE LOCALLY GROWN (WESTERN WA. WESTERN OR, OR .. WESTER.. -. 8_' '~.be I)) •• ,_.' H. . JHY, BUSHY, IN l/1GOROUS GROW. ING CONomoN, Aflll "t :6 . TRUE TO SIZE, NAME AND VARIE'IY. IF REl'W;_ EM. !;NT ~ .... li.,,.f.-../~ llWif' . :rERIAL IS NECESSARY DUE TO CON.STRUCTION DAMAGE_ OR l'. __ .IIJl'l_1 ~-.All,U]E WITHIN THREE (3) YEARS OF INSTALIATION, THE SltEs, setct AllfJ.~QUANTmES SHALL BE EQUAL TO SPECIFIED PLANTS ,S INDICATE ON 'fl'.tE APPROVED PLANS. • ~H···\·s~· ;6~WoJRg1~~~~-~F~TI~.Nd~r-og~WTH REsE~ 'itt ' . ,TO REQUl~E REPLACEMENT OR SUBSlTTUTION Of' IJfr PlAf!!S,, , , :lJN~UITABLE. • 11'1l$. . s·m·. ': -_, ' ' ~. ,· .. · .. UNIFORM BRANCHING, SINGLE STRA1GH1' TRUNKS ANO Tfit . i LEADER INTACT AND UNDAMAGED. l!Au.ED AND IIU~LAPP; . o¢t:$HALL HAVE BEEN ROOT-PRUNED AT " LEAST ONCE Witl-llN •, wt :, " EYi()Us lWO YEARS, AND THE PLANT STOCK SHALL ~--WE. Sft:.. ,0··· _-IN A CONTAINER FOR AT LEAST ONE. FULL ROWING SEl<sON, • '' . Ail-it : STOCK SHALL BE FULLY ROOTED BUT NOT llOOT-:z~~ ,, ,.iMATERIAL WITH DAMAGED ROOT ZONES OR BROKEN ROOT : 1-lv.1 BE ACCEPTED. .. : :-.::,~···::'-:'Y?-\i_-.. z.:'! • CQNIFERO·'i·'J §"-~--·.· . : BE NURSERY GROWN, FULL AN __ D BUSHY, AND \VITH UNf . . , . CHING ANO A NATURAL NON-SHEARED FORM. (i!IIGINAL C .. , . ER MUST BE HEALTHY AND UNDAMAGED. . .-~_\ .:: '; ;t ;. ; ;:."_ -~ : • LAN_ .. · DSCAl't -~_ .. , .. _ '.·. R/DEVELOPER/BUILDER SHALL SUBMIT A UST at Pl#fl'.;i-~~ NAMES, ADDRESSES, PHONE . NUMBERS AND itz:f/clRll'#IMG LtiCATION OF THE MATERIAL TO KC ODES PRIOR TO SUBSTIMJONS ' • 11uiisrmmof.ll' i ~~tCIFIED PLANT SPECIES, SIZE OR GONDmON W1U Bl! Al.l.oWEO ONLY WITH PRIOR WRITTEN APPROVAi. FROM l(t) ODE$, LOCATED IN THE S.W. 1/4 OF THE S.W. 1/4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST PART 3 -PLANT INSTALIATION SOIL PREPARATION/ AMENDMENTS SOIL PREPARATION/AMENDMENTS • PRIOR TO INSTALLATION OF PLANTINGS, ALL CONSTRUCTION DEBRIS AND /Wf OTHER NON-NATIVE MATERIAL SHALL BE REMOVED FROM THE MmGATION AREA. TREES AND SHRUBS SHALL BE PIT PLANTED AS SHOWN IN THE APPROVED PLAN DETAILS. A SOIL MOISTURE RETENTION AGENT (POLYMER) SHALL BE INCLUDED IN PLANTING BACKFILL PER MANUFACTURER'S SPECIFICATION. • IN NON-GRADED PLANTING AREAS, PLANTING PITS SHALL BE BACKFILLED WITH A 50/50 MIXT\JRE OF IMPORTED, WEED FREE TOPSOIL AND THE NATIVE SOIL FROM THE PlANTING PIT. IN GRADED AREAS, PLANTINGS SHALL BE INSTALLED DIRECTLY INH) NEWLY PLACED TOPSOIL IMPORTED TOPSOIL SHALL BE A 3-WAY MIX ACQUIRED FROM AN APPROVED LOCAL SUPPLIER. • SOILMOIST, OR EQUIVALENT, SHALL BE ADDED TO THE TOPSOIL BACKFILL OF ALL PlANTING PITS. THE SOILMOIST SHALL BE HYDRATED BEFORE BEING ADDED TO TOPSOIL BACKFILL MANUFACTURERS RECOMMENDED APPLICATION RATES AND USAGE SHALL BE FOLLOWED. • WOOr:tf PLANTINGS SHALL BE FERTILIZED WITH A SLOW RELEASE (8 MONTH) HIGH NITROGEN, LOW PHOSPHORUS GIWJULAR FERTILIZER (21-3-7), WITH APPLICATION RATES AS SPECIFIED BY THE MANUFACTURER. FERTILIZER SHALL BE APPLIED AFTER PLANTING PIT IS BACKFILLED, AND PRIOR TO APPLICATION OF MULCH. FERTILIZER SHALL NOT BE APPLIED BETWEEN NOVEMBER AND MARCH. * OUTS1DE OF WETLAND AREAS, A 3 INCH LAYER OF MULCH (MEDIUM DOUG FIR BARK) SHALL BE PLACED AROUND THE BASE OF EACH NEW TREE TO A 36' DIAMETER FOR EROSION, WEED CONTROL AND MOISTURE RETENTION. • EXISTING NATURAL OR LANDSCAPED AREAS THAT ARE DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDmON, UNLESS IMPROVEMENTS OR MODIFICATIONS ARE SPECIFIED FOR THOSE AREAS. • LANDSCAPE CONTRACTOR/DEVELOPER SHALL EXERCISE CARE TO PROTECT FROM INJURY TO TRUNK, ROOTS, OR BRANCHES OF mf TREES OR SHRUBS THAT ARE TO REMAIN. mf LIVING WOODY PLANT THAT IS DAMAGED DURING CONSTRUCTION SHALL BE TREATED WITHIN. 24 HOURS OF OCCURRENCE. CONTRACTOR SHALL PRUNE WOUNDED PORTIONS OF PLANT IMMEDIATELY AFTER DAMAGE OCCURS. INJURED PLANTS SHALL BE THOROUGHLY WATERED ANO ADDmOM,\L MEASURES SHALL BE TAKEN (AS APPROPRIATE) TO AID IN PLANT SURVIVABILITY. • GRADING: THE DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIHUM EXTEND PRACTICABLE. mf DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ON-SITE IN A DESIGNATED, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRmCAL AREAS. THE MATERIAL SHALL BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE. AREAS THAT !-'AVE BEEN CLEARED AND GRADED SHALL HAVE THE SOIL MOISTURE HOLDING CAPACITY RESTORED TO THAT OF THE ORIGINAL UNDl511JRBED SOIL NATIVE TO THE SITE TO THE MAXIMUM EXTENT PRACTICABLE. THE SOIL IN mf AREA THAT HAS BEEN COMPACTED OR THAT HAS HAD SOME OR ALL OF THE DUFF !AYER OR UNOERL YING TOPSOIL REMOVED SHALL BE AMENDED TO . MmGATE FOR LOST MOISf\lRE-HOLDING CAPACITY. THE AMENDMENT SHALL TAKE PLACE BE:IWEEN MAY 1 AND OCTOBER 1. REPLACED TOPSOIL SHALL BE A MINIMUM OF 8 INCHES THICK, UNLESS THE APPLICANT DEMONSTRATES THAT A DIFFERENT THICKNESS WILL PROVIDE CONDmONS EQUIVALENT TO THE SOIL MOISTURE HOLDING CAPACITY NATIVE TO THE SrrE. REPLACED TOPSOIL SHALL HAVE AN ORGANIC MATTER CONTENT OF BETWEEN 8 TO 13 PERCENT DRY WEIGHT AND A PH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS. ClfAN UP • LANDSCAPE CONTRACTOR/DEVELOPER SHALL BE RESPONSIBLE FOR THE REMOVAL OF CONSTRUCTION MATERIAL AND DEBRIS ON THE SITE FOLLOWING INSTALLATION OF PLANT MATERIALS. ALL DEBRIS MUST BE REMOVED TO A LEGAL LANDFILL FACILITY, PART 4 -PLANT WARRANTY AND MONITORING • LANDSCAPE CONTRACTOR/DEVELOPER/BUILDER'S WARRANTY SHALL INCLUDE REPLACEMENT OF PLANTS (SAME SIZE AND SPECIES SHOWN ON THE APPROVED PLANS) THAT PROVE EITHER TO BE MISLOCATED OR UNSUITABLE AS TO PLANT MATERIAL STANDARDS. EXCEPT FOR LOSS DUE TO EXCESSIVELY SEVERE CLIMATOLOGICAL CONDmONS (SUBSTANTIATED BY 10 -YEAR RECORDED WEATHER . CHARTS), INSTALLED PLANT MATERIAL ARE REQUIRED TO BE GUARANTEED FOR THREE YEARS AGAINST DEFECTS AND UNSATISFACTORY GROWTH. PLANTS REPLACED SHALL. BE REINmATED UNDER PLANT GUARANTEE CONDmONS. THE MONITORING PERIOD SHALL BE THREE (3) YEARS FROM INSTALLATION ACCEPTANCE IN WRmNG BY THE ODES INSPECTOR. PART 5 -FINAL ACCEPTANCE • UPON COMPLEllON OF PLANTING, THE LANDSCAPE CONTRACTOR/DEVELOPER/BUILDER SHALL PROVIDE THE DOES INSPECTOR WITH A SET OF CLEARLY MARKED PRINTS DESIGNATING THE ACTUAi. LOCATIONS OF PLANTINGS WITHIN THE MmGATION AREA. LANDSCAPE CONTRACTOR/DEVELOPER SHALL KEEP A COMPLETE SET OF PRINlS AT THE JOB SITE DURING CONSTRUCTION FOR THE PURPOSE OF 'RED LINING' CHANGES OR MODIFICATIONS TO THE APPROVED PLANS AND SHALL UPDATE SAID INFORMATION ON A DAILY BASIS. • KC ODES SHALL APPROVE PlANTING LOCATIONS AS DEPICTED ON THE APPROVED REPLANTING PLAN. IF ITEMS ARE TO BE CORRECTED A PUNCH UST SHALL BE PREPARED BY THE ODES INSPECTOR AND SUBMITTED TO THE LANDSCAPE CONTRACTOR/DEVELOPER/BUILDER FOR COMPLETION. AFTER PUNCH UST ITEMS HAVE BEEN COMPLETED, DOES INSPECTOR SHALL REVIEW THE PROJECT FOR FINAL ACCEPTANCE OF PLAN IMPLEMENTATION. IS BUILT SUBMITTAi. ON PLATS PRIOR TO FINAL PLAT INSPECTION FOR RECORDING THE SIGNIFICANT PLAN TREE RETENTION PLAN PERMITTEE SHALL SUBMIT AN AS-BUILT SIGNIFICANT TREE RETENTION PLAN TO THE ODES INSPECTOR SHOWING ALL PLAN REVISIONS/CHANGES AND VERIFYING THAT THE ODES APPROVED SIGNIFICANT TREE RETENTION PLAN (APPROVED AT THE DOES ENGINEERING RE.VIEW STAGE) HAS BEEN COMPLETED PER PLAN REQUIREMENTS. THIS AS-BUILT PLAN SHALL BE REVIEWED AND APPROVED BY THE SITE DEVELOPMENT SPECIALIST/FORESTER THAT IT CONFORMS TO 50-220 AND CAN BE RECORDED. IF APPROVED THE PLAN WILL BE SENT BACK TO THE ODES INSPECTOR FOR FINAL PLAT INSPECTION PROCESSING. MmGATION MONITORING FOR SIGNIFICANT TREE SHALL COMMENCE UPON ACCEPTANCE AND APPROVAL OF THIS AS-BUILT PLAN AND LAST FOR 3 YrARS OR GROWING SEASONS. PART 6 -MAINTENANCE AND CONTINGENCY • MAINTENANCE WILL BE PERFORMED TWICE PER YEAR TO ADDRESS mf CONDmONS · THAT COULD JEOPARDIZE THE SUCCESS OF THE MmGATION AREA. ESTABLISHED PERFORMANCE STANDARDS FOR THE PROJECT WILL BE COMPARED TO THE MONITORING RESULTS TO JUDGE THE SUCCESS OF THE MITlGATION PROJECT. IF THERE IS A SIGNIFICANT PROBLEM WITH ACHIEVING THE PERFORMANCE STANDARDS, THE BOND HOLDER SHALL WORK WITH KC DOES TO DEVELOP A CONTINGENCY PLAN. CONTINGENCY PLANS CAN INCLUDE, BUT ARE NOT LIMITED TO: REGRADING, AODmoNAL PLANT INSTALIATION, EROSION CONTROL, MEDIATIONS TO HYDROLOGY, AND PLANT SUBSTITUTIONS OF TYPE, SIZE, QUANTITY ANO LOCATION. SUCH CONTINGENCY PLAN SHALL BE SUBMITTED TO THE KC ODES INSPECTOR BY DECEMBER 31 OF mf YEAR WHEN DEFICIENCIES ARES ON DISCOVERED. CONTINGENCY WILL INCLUDE MANY OF THE ITEMS LISTED BELOW AND WOULD BE IMPLEMENTED IF THESE PERFORMANCE STANDARDS ARE NOT MET. MAINTENANCE AND REMEDIAL ACTION ON THE SITE WILL BE IMPLEMENTED IMMEDIATELY UPON COMPLETION OF THE MONITORING EVENT (UNLESS OTHERWISE SPECIFICALLY INDICATED eaoW). • DURING YEAR ONE, lWO AND THREE REPLACE ALL DEAD PLANT MATERJAL. • WATER ALL PLANTINGS AT A RATE OF 1' OF WATER AT LEAST E.VER'I' WEEK BETWEEN JUNE 15 -SEPTEMBER 15 DURING THE FIRST YEAR AFTER INSTALIATION, AND . FOR THE FIRST YEAR AFTER mf REP!ACEMENT PLANTINGS (C a: M). • REPLACE DEAD PLANTS WITH THE SAME SPECIES OR A SUBSTITUTE SPECIES THAT MEETS THE GOAL AND OBJECTIVES OF THE ENHANCEMENT PLAN, SUBJECT TO KC DOES APPROVAL • RE-PLANT AREA AFTER REASON FOR FAIWRE HAS BEEN IDENTIFIED (E.G., MOISTURE REGIME, POOR PLANT STOCK, DISEASE, SHADE/SUN CONDmONS, WILDLIFE DAMAGE, ETC). • REMOVE/CONTROL WEEDY OR EXOTIC INVASIVE PLANTS (E.G., SCOT'S BROOM, REED CANARY GRASS, HIMAIAYAN BLACKBERRY, PURPLE LOOSESTRIFE, ETC.) BY MANUAL OR CHEMICAL ME'ANS AS APPROVED BY KC DOES. USE OF HERBICIDES OR PESTICIDES WITHIN THE MmGATION AREA WOULD ONLY BE IMPLEMENTED IF OTHER MEASURES FAILED OR WERE CONSIDERED UNLIKELY TO BE SUCCESSFUL, AND WOULD REQUIRE PRIOR KC DDES APPROVAL TREES AND SHRUBS SHOULD BE WEEDED TO THE DRIPUNE AND MULCHED TO A DEPTH OF 3 INCHES. ALL NON-NATIVE VEGETATION MUST BE REMOVED AND DUMPED OFF SITE AT AN APPROVED LOCATION. • CLEAN-UP TRASH AND OTHER DEBRIS. • SELECTIVELY PRUNE WOODY PLANTS TO THIN AND REMOVE DEAD OR DISEASED PORTION OF TREES. PART 7 -PERFORMANCE BOND • TO ASSURE THE SUCCESS OF THE MITIGATION, A PERFORMANCE BOND WILL BE POSTED WITH KC DOES BY THE DEVELOPER/BUILDER FOR THET PLAN COST OF IMPLEMENTING THE MmGATION PLAN TO BE MONITORED FOR THREE (3) YEARS. IT WILL BE THE DEVELOPER / PERMllTEE RESPONSIBILITY TO REQUEST A FINAL INSPECTION AT THE END OF THE THREE (3) YEAR MONITORING PERIOD AND TO REI.EASE THE POSTED BOND. ~~ 22 22 88 ~~ ::, ::, 88 ffiffi CLCL ffl ffl ~~ 0:: 0:: ~~ :c:c aa a~ ~ ~-~ .,._ CALL BEFORE YOU DIG: 1-800-424-5555 KING COUN'TY D.D.E.S. Review Engineer Completion Date Review Engineer Completion Date JAMES H. SANDERS, P .E. Approval Date DEVELOPMENT ENGINEER Comments: UT1.J1Y CQlflJCT NOTE: CAUTION= THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION.._plMENSION, AND DEPTH OF ALL EXISTING UTILmES WHETHER SHOWN ON THESE PLANS OR NOT tor POTHOLING THE UTILmES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE O 1-800-424--5555 AND THEN POTHOLING ALL OF THE EXISTING UTILmES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILmES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFUCTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC, TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTMlY, PURSUANT TO WAC 332~120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINaTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE. · 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR. DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGUIATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. C .2 J ~ Jt ~ ~ i i ll.. z 0 ~ w~ w w IE i 0 a: -t5 ja5 F :s CJ ti ,'ii •::! :l! - " ' • • l • ' I • co ~ ' ' 'o ' ' r-,..1 ' ol' ·-~-·=,~=-·="=··~•'--'.........:::_-_·~ ¢,_,r,.,,~~·----------------------------------------.-------------------------------------' ·-~-· _,........_, ~ ____:__'.: '.----'-'-""'~····~·. " i,· 1-' ~-~ ., ' ., I, ' ' '! :l 'l A ,, l ., ' ; '·""-• ,ll ;;)- •i{\;11 ;"111 "i!t -· \ .,;,--' . ;J,;f --~----------------------'----~------------------------------------------------------------------ . I • 14.00 • I \ • I I I I I -I • 1.00 ~--r-1.00 I I - ' I -. • ' _J _J I MANUAL , ,:----N 0 I ~j\J-<( O::'. o I I 11 METER BYPASS • ' z I! @ (_') (_') f- I METER (_') 1--~ z DOCUMENT HOLDER -----~ -_J 0 r (I) -u r-,-----._ r---.. 1--r---.. 0 = 0 = KCA 1234 ~ ~ ~ ' LOAD CENTER ~ NAMEPLATE 11 11 MANUAL 240 V wl SERVICE I I I I ~ ,-METER I I I I ID DR EQUIP-w-@ @ BYPASS LJ LJ MENT NUMBER I BLOCK LANDING PADS (BY OTHERS) I \ 0 0 I I • ' 3 POINT CABINET ----- ~ ' • 43.00 -I SERVICE 43.00 LOCK ASSEMBLY ( v-@ C I'-@ r- = X 10.00 J 1/2"x10 11 x20" I I I I REMOVABLE -\/IRING 0 BACK PANEL 0 FLASHER 0 0 ~ 0 a GROUND FAULT RECEPTACLE ·- I @ [ill LIGHTING @ CONT ACTOR \ ,- ILLUMINATION TEST SwITCH 1.00 -1 i--10.00 --I --1.00 1 ,,,,-SERVICE vv CONDUIT / /o I ~-----,-"-----. 0 ---t--'11t--t---O 5 . 0 O 3.50 -I o~-~~ CONDUITS TD FIELD , 2.00 Q --.50 X .75 DB) 4 EACH ~-,-I --li===,f======l==='J FDR USE \./ITH 3/8° 2.00 - i-7.00 -ANCHOR BOLTS --2.00 .-8.00 -i 1i-----12.00---1 FIEU) BOOK: ----...:..1----t-------------i---r-----J SUMYED:---------t---li---------------t---i------i ~ 6'SE MAP· .. ----r--1-------------1--1---------1 ll£5IGN OOERED:: ___ _:..1,;. ·--f-------------j--J--1 0£$lfltl£0: ----~· ;._· -+------------+---t-----J CHfa(El): _____ ·t-· --1 1-------------t--t------l SUPERVISOR: . . DAlE BY DATE I ( D 0 ~ t--I 1-- I 0 1-- I -I I ,J I I I LI ,- r ~ 11 I I • 1 I I , l_ I 11 , -I I 1---12.000 ---1 0.875 --i - SPECIFICATIONS= * NEMA-3R ENCLOSURE * BASE MOUNT * 100 AMP, 4 JAW METERBASE WITH MANUAL BYPASS BLOCK, 5TH JAW IN 9:00 POSITION * HINGED METER DOOR WITH STAIN- LESS STEEL PADLOCKING HANDLE * FABRICATED FROM 1 /8" 5052 H32 ALUMINUM, MILL FINISH * DRIP HOOD * HINGED SERVICE DOOR * ALUMINUM WELD-ON TYPE HINGES (ALLOW FOR EASY LIFT-OFF DOOR) FED. AID No.------ PROJECT No.--~--- SURVEY No.--~--- MAINTENANCE DIVISION No. __ . \ wIREwAY \ ~ 6.12~) • 7.8-75 0 O= 0 1---12.000 ---1 * STAINLESS STEEL VAULT HANDLE WITH ROLLER RODS (PROVIDE 3 POINT COMPR~SSION) * BEST KEYED LOCK WITH BLUE CONSTRUCTION CORE * TWO SCREENED AND GASKETED LOUVER VENTS * PRINT POCKET INSIDE DOOR *SQUARED #006-12L100S LOAD CENTER * SERVICE WIREWAY 2.5" x 3" * NEMA 3R U.L. ENCLOSURE LABEL KING COUNTY DEPT. OF TRANSPORTATION PAUL TOLIVER, DIRECTOR ES-1 CABINET WORKING DRAWING ~\ft\ 'l: CALL 2 DAYS BEFORE YOU DIG 1 -800-424-5555 (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) SHEET I , II 1 OF 2 SHEETS ~ ... C) z -= )> I ---j 0 I U) lJ U) ---j 0 z "'-0 '1 '1 WIRING DIAGRAM CONTACTOR & COIL @ COIL '--+---+----·--;------... -f- N ~----~ ,, ' ,, '\;::;) ·~ ,, '. -i------- @L9- REMOTE PEC I I I I 3 TERM. BLOCK (SET SCREW) -1-------- ' '. " '' 240V LTG CIRCUIT AEI..O BOOK: -----1--...-------------i----t-------t SUIMYED: ·-----r---1r------------t---1-----i SUfMY BASE IW'· ·-----r--i------------+--1------l O£SIGN ENTEREO:: ___ ~----t--------------t----t--1 [QQtlED: -----+---+--------------t----t-----i CHEX*£D: _____ t-----t 1--------------1--t----l SUf1£1l111SOR: MTE RE.'IISION BY MTE . .. ;.:_···. ,.-,. :11 11 I ,I L_J,:! 11 ,: t ., . • .. J,, t·. BREAKER SCHEDULE 100-AMP SERVICE CONT ACTOR CIRCUIT POSITION AMPS AMPS SIGNAL 1 50 N/A - LIGHTING 2 15 30 LIGHTING 3 15 30 CONTROL 4 15 NIA 8x GFCI SPARE 5 N/A N/A . SPARE 6 N/A N/A WIRING SCHEMA TIC LEGEND t METER BASE 2. SIGNAL BREAKER VOL TS 120 120 120 120 N/A NIA COMPONENT SCHEDULE 1. METER BASE: 100 AMP, 4 JAW, AW #U 121314, WITH BYPASS BLOCKS, 5TH JAW AT 9:00 POSITION (CONTRACTOR TO VERIFY WITH SERVING UTILITY) 2. LOAD CENTER: 120/240 VAC, 100 AMP, 1 PHASE, 3 WIRE, SQUARE D #006-12L100S LOAD CENTER 1 -50/1 SIGNAL BRANCH 1 15/2 ILLUMINATION BRANCH 1 15/1 GROUND FAULT RECEPTACLE BRANCH & CONTROL BRANCH 2 SPARE i 3. LIGHTING CONTACTOR RATED: 30 A, 120 VAC COIL, 1 REQUIRED 4. PHOTO ELECTRIC C'ELL: 1800, WATT, 1 20 VAC, TWIST LOCK, ALP #SST-JES (REMOTE) 5. PHOTO-CELL BYPASS SWITCH: SPST, 15 AMP, 277 VAC (REMOTE) 6. GROUND FAULT RECEPTACLE: 20 AMP, 120 VAC, DUPLEX UNf)ERGROUND SERVICE CONNECTION CONTRACTOR SHALL COORDINATE wITH THE POwER COMPANY RE: 3,4. LIGHTING BREAKER 2 POLE 240 VOLT 30 AMP 5. CONTROL BREAKER THE SERVICE LOCATION 8x CON- NECTION PRIOR TD COMMENCING WORK. METER BASE REQUIRED BY SEATTLE CITY LIGHT 8x PUGET SOUND ENERGY. ,.,, __ ,_ .. _,.. ., ... ,, ',,, , ... 6,7. SPARE 8. TEST SWITCH 9. GROUND FAULT RECEPTACLE 10. NEUTRAL BUS 11. LIGHTING CONT ACTOR 2 POLE 30 AMP, HID 12. 3 TERMINAL BLOCK, SET SCRE\v', FDR SOLID OR STRANDED WIRE 13. PHOTO ELECTRIC CONTROL (REMOTE) FED. AID No.------ PROJECT No. ------ SURVEY No.------ MAINTENANCE DIVISION No. __ SERVICE SHALL ENTER THE BASE IN INDEPENDENT CONDUIT. MINIMUM 1-1/2" CONDUIT (RIGID DR FLEX). INSTALL THROUGH FOUNDATION FDR UNFUSED SERVICE CONNECTION. ~, .. , ':! KING COUNTY DEPT. OF TRANSPORTATION PAUL TOLIVER, DIRECTOR ES-1 CABINET WORKING DRAWING CALL 2 DAYS BEFORE YOU DIG 1 -800-424-5555 (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) SHEET I ·' 2 OF 2 SHEETS ' ' . .i ,, ' ' . , I i '· ', , · 'I · I · I I I . JI ' ,1 ' · ~~-~~~·~·~< ~·~ ~· ~· (I~, ~~~~~I I , ' c 1,-1 ... , ·: LUMINAIRE ARM POLE A B C BASE GAUGE O.D . 2'-6" 6' -o" 30' -0" 8" 10 4'-6" 8' -o" 6' -6" 10'-o" 8' -6" 12'-o" 11'-6" 15'-o" 30' -0" 8" 2'-6" 6' -0" 35' -o" 89{' " 1 6 4'-6" 8'-0" . 6' -6" 10'-0" ,-------------- BASE PLATE F B.C. T ANCHOR BOLT 13 ~" 12 ~" 1 1i " 1 Yc" 8 X 40"x 4" I ' -, VIEWE 4" X 6 Y2" HAND HOLE WITH Y2"-13 NC TAPPED HOLE IN Y4" X 2" RIM FOR GROUNDING SEE WSDOT ST AND ARD PLAN J-1e FOR FURTHER DETAILS. DIRECTION OF TRAFFIC .. 90-DEGREE COUNTER- CLOCKWISE ROTATION OF FRONT VIEW SHOULDER l 8" I 8' -6" 12'-o" 11'-6" 15'-o" 35' -o" 8~6" I / D8TAIL C '\ ,,,~,,... BOLT CIRCLE l(B.C~)', I / 6" HOLLOW IN CENTER \ , , 6' -0" 40' -0" 9~" I \ 2'-6" I / OF GROUT PAD \ / \ I // TOP & BOTTOM \ \\ :\ BOLT DIA. + r2" } 4'-6" 8'-o" I I 6' -6" 10'-o" I 8' -6" 12'-o" I OF POLE PLATE l \ \ / : / VCRTICAL CROUT"--5 1 / 4" I ''-+--------------------------~/ 11'-6" 15' -0" 40' -0" g~" 10 ; 13 ~" 12 ~" 1 1i " 1 Yc" 40"x 4" I 8 X . ' I \ ' J I w, ); 0.0. B.C. -OUTSIDE DIAMETER -BOLT CIRCLE L-----------...J \\ ,_,.,___ ____ FIXED BASE ONLY r FIXED BASE ONLY ,------------~-------------, I FOUNDATION DETAILS 1 I I GALVANIZED STEEL II ANCHOR BOLTS SEE DETAIL C I 1-1/8" X 40" X 4"; I I EXTENDING 5 1 / 4" I I ABOVE FOUNDATION -~;,;: ;" ~:v, I I 18" MIN. _j I I --, I I I I CONDUIT AS REQUIRED I I 8 -# 7 BARS \_ \ 4' 6" I I EVENLY SPACED I J CLASS 3000 I \ I \ I DETAIL D '\ ·LF.VELING NUTS / ' & WASHERS / ' / /(4) ~8 "-16 NC ~ BUTTON HD CAP SCREW ' / ' / "-.--.---- . \ ' O.D. ~8 " -1 6 NC TAP (2) HOLES @ go· FROM TOP '.: POLE SPECIFICA llONS . MATERIAL BASE PLATE: ASTM A-5 72, GRADE 50 SHAFT: MSHTO M-223, GRADE 50 3" SCH. 40 PIPE ~ 6" DIA. (4) HOLES ' ' SEE ;VIEW "E" FRONT VIEW ARM LENGTH i-----"B,, -----11-i ~ 42':._ 8" PIPE LENGTH 3" SCH. 40 PIPE SEE DETAIL "D" SHOULDER OR SIDEWALK FIXED BASE POLES I CONCRETE I ANCHOR BOLT: ASTM A-307 USE DETAILS INCLUDED ON THIS SHEET I #4 HOOPS AT ~ I 1' CENTERS I I WELDS: (ALL BUTT WELDS TO BE GROUND FLUSH . WITH BASE METAL) LONGITUDINAL: BUTI WELD BY SUBMERGED ARC PROCESS CIRCUMFERENTIAL: BUTT WELD WITH PERMANENT BACK-UP RING ' SLIP BASE POLES USE DETAILS INCLUDED ON THIS SHEET NOT DESIGNATED "FIXED BASE ONLY" AND . MOUNTING HEIGHT "C,, : L __ _J : I I.. 3' _I I \ WSDOT STANDARD PLAN J-1b CALL 3 DAYS FINISH: AASHTO M-111 AND AASHTO M-232 I SQUARE I L--------------~~~~---------J FIELD BOOK: -----1---t-------------r--r-----J FED. AID No.------ SURYEYED:. _____ -t---1----------------t-----11----1 SURVEY. BASE MAP.:-----;--1---------------J---+---I PROJECT No.------ DESIGN ENTERED:: ___ ~1----lt--------------r--r--. SURVEY No. _____ _ DESIGNm -----+---t---------------t-----t-----1 CHECKED: ------i-----1 1--------------+--+---f SUPEIMSOR: DATE MAINTENANCE DIVISION No. __ RE.VISION BY DATE ·.,-·I'' .·• .. ' '. ,,; -' ~· '--"-"'"-'· ··----·--~-~ , __ . I l _,_ I EXPIRES I KING COUNTY DEPT. OF TRANSPORTATION ' HAROLD TANIGUCHI, DIRECTOR PRIMARY STREET SECONDARY STREET ILLUMINATION POLE DETAILS BEFORE YOU DIG 1 -800-424-5555 (UNDERGROUND UTILITY LOCATIONS ARE APPROX,) SHEET OF SHEETS \, 'I !, -~----~-----~-------~---------------- 0 0 Q 0 0 0 0 0 0 0 0 0 RA THINAM SHORT PLAT GRADING AND STORM DRAINAGE PLAN .... CC~ LOCATED IN THE S.W. 1/ 4 OF THE S.W. 1/ 4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST 30~----=.60 EXPANSION JOINT -----._,---...._ ' SEE NOTE NO. 2 1 '-6" FRONT ' "' I -~ 1'-4" 2'-7" MIN. s·-o· CLEAR WIDTH MOUNT ON PED PROVIDED WITH N.D.C.B.U. UNIT TAL RES1D£HIW. 10'-o" MIN. 20' -<I' WAX. COMM.flNDUSTR. §;::$~ RIGHT-(lf-w.\Y LINE """" 6" 1~~--,~ EXPANSION JOINT. 1, COMMERCW./INDUSlR!Al DRIVEWAYS WIDER THAN 35' MAY BE APPROVED BY THE ENGINEER COHSIDERIHQ TlWflC SAFE1Y IND NEEDS OF' 1HE ACTMJY ~. AU. COMMERCW./INOUS1111AL OIWEWAYS SHALL HAVE AN EXPHGION .,JOINT LDCATtD MID-WID1ll, SEE SEC, 3.04. . . . . . 2. SEE SEC. 3.01 • 3. SEE SEC. 4.01 FOR SURFN:ING R£QUIREMEh'IS. OTES: SEE NOTE NO. 2 1. 2. 3. SEE SEC. 5.04. INSTALLATION OF N.D.C.B.U. (INCLUDING CONSTRUCTION OF BASE) WILL BE DONE BY U.S. POSTAL SERVICE. SEE SEC. 3.04 FOR JOINT REQUIREMENTS. NEIGHBORHOOD MAILBOX UNIT NTS CATCH BASIN TABLE= r 1, 1YPE I W ROLLED VANED GRATE A. 12+32.51, 11.50' LT RIM=505.76 IE=502.76 (E) CB#2, 1YPE I W/ ROLLED VANED GRATE STA: 12+32.51, 11.50' RT RIM=505.76 CB#6, 1YPE I STA: 13+11.35, 21.00' LT RIM=501.89 IE=498.18 (N,E,W) CB#7, 1YPE I STA. 13+21.09, 21.00' LT RIM=501.71 IE=497.99 (N,E,W) ' ' 1'-6" CEMENT cct«:ftETE DrfNEWAY :!" lHl()l( CURB AND GUTTER SECTION DRIVEWAY NTS LOW POINT ELEV = 503.91 LOW POINT STA = 10+65 PVI STA = 10+60 PVI STA = 11+20 ... PVI .. ELEV ,=. 504.81 . · · AD. =' ~o.95 · . . . . . . . . . .. PVI ELEV)= 503:61 . :~ .·:!l ..... · ... ··+ .. ;O ·c!; . "' .. ... '.61 ·W · · -.. · U -U -~ iii AD. = ·5,00 i K ;,. '10.00. i · · 50.o~· vc . . . K "' 52.44 . 50.oo' -vc . . 1£)· ...--\'? -~ .. ............ (X). ,:-;:~f -~·-·· . . +. 'q''l:'l ·o . . 0. o ... -·lO .. . :. ':'): ' . ,ii· .;;:,; w . . . () '-''~ ·§; . . . Gi (ii/0 ID . -... en Li.J ...... ~. ~•. 117TH. PL SE PROFILE'. • . IE=502.57 (W,S) CB#B, 1YPE I 500 •.. · .. ·· ~J. O.li . • l ' • • • ' ' ••• ~~-···---~~.~-. -.... .,,---; . CB#3, 1YPE I W/ ROLLED VANED GRATE STA: 10+65.00, 11.50' RT RIM=503.70 IE=500.51 (N,W) r 4, 1YPE I W ROLLED VANED GRATE A: 10+65.00, 11.50' LT RIM=503.72 IE=5D0.72 (E) CB#5, 1YPE I STA. 11+17.08, 21.00' LT RIM=505.87 IE=502.87 (E,W) CONNECT TO EX. SD PIPE STA. 13+52.95, 22.67' LT RIM=500.89 IE=497.77 CB#9, 1YPE II -48' W/ BIRDCAGE STA: 13+21.02, 62.81' LT RIM=501,30 IE=499.30 MH#10, 1YPE II W/ JAILHOUSE STA: 13+21.02, RIM=502.00 IE=498.2D -54' 62.81' LT CALL BEFORE YOU DIG= 1-800-424-5555 KING COUNTY D.D.E.S. Review Engineer Review Engineer JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: UTILITY CONR.JCT NOTE= CAUTION: Completion Date Completion Date Approval Date :: ::::-~~~~~~-' 495 :··c 41YP·1· i ST 10+64.97, 12.17 RIM=503.77 . i i !E=500. 77 i . 10+00 Or;===r-======:I§lru:::IT'.:]!lc:£~~%=·:=p=:===p==io t \68 LF 12 D NOTES: I ••• • • • • I - . . . . . . . . . . . . . ' . RT· . 24 LF 12' s!i @. 0.50% ... " .... ...t 12+00 LT FOR WIDTHS OF SIDEWALK SEE SEC. 3.02. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTIUTIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALUNG UTILrTY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILrTY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTIRACTOR SHALL CONSULT BARGHAUSEN 1. 2. 3. FOR WIDTHS OF PAVEMENT AND SHOULDER SEE SECS. 2.02, 2.03, · AND 2.04. 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. CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTIRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVl1Y, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFlCE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILl1Y OF THE CONTRACTOR. 4. FOR CURB AND SIDEWALK JOINTS SEE DWG. NO. 3-001. 5. TRANSITION RAMP SHALL BE TEXTURED USING TRUNCATED DOME PATIERN PER DETAIL SHEET C6. CEMENT CONCRETE SIDEWALK TRANSITION TO ASPHALT NTS 4 • CEMENT CONCRETE SIDEWALK AND RAMP 4 . ' ' . ' SECTION A-A "",.%>;:,," LOT 8 ··•··,505 ''·JT'' r11 L-· ------ . ........ /500 SE 192ND ST. CONSTRUCTION ALIGNMENT START POINT N 5001.8477 E 5330.4281 MATCH EXISTING OR PROPOSED SURFACE ASPHALT CONCRETE ,, - '· [ I i !. \ i \ l ! ! • ... _:t. "z{, \ \ \ i5 OT 7 FLOWLINE (1YP.) r:l-_ __:_' ______ ./----,si·~pyiicc"'TI~m=ii<if-:---,~I ·, . ' i f• I n \ \ \ , do 4 () l{) \ \ \ \ i =i If 3 ;:;:-.!'>;; @ 1.0% MIN. SLOP FOR CONNECTION TO ROOF AND FOOTING DRAINS (1YP.) / /' _,f \ .I o / \ I o 5' SlbEWALK + :3 u ! \ ~~) -. /' <'/ CfJ ~~: ,/ // "~ _J ,..; . '1--~c.._ ___________________ ..j/ ll. QI". . C\40)' i I "' i.... / ROLLED CURB 'AND GUTIER :C .~c, fcX. CONCf?EJE PER DETA_ 0 ,IL THIS SHEET . ,· t::·· ·' ... : re&~ BE [;EfAl)USHED I § r E~, 12 6" PV6 TIGHTLINE ,, ~} @ 1.0~ MIN. SLOPE (5 <..'''Cr, .. ,H, ... u CAVE S!-iED \ FOR CONNECTION TO ROOFi AND FOOTING i DRAINS (1YP.) 1/, (~: f 5' PRIVATE DRAINAGE EASEMENT 1 j \ \ .,····--C ,, '·, 0 0 + 2 ' / '03"[ 330.34 '(PLAT) 1 "E: J30.34 '(CALC'D) ----,------+-/' -~-r'-· ... / , 82 ,-- I I --. I I I 12 UN[f CBU PER DETAIL THIS SHEET I I I I I I ' ), 6\ I , 7 ·j I\ \ ! \ • 9 \ ! ! \ ! I \ ' ' \ , / ... ·:1 ·'ti I '• ~--(\ q'+ ./,' ..... ::t ~.> t() _) r ... or 9 ( APPROXIMATE LOCATION OF EX. TYPE I CB CONTRACTOR TO VERIFY LOCATION AND ELEVATIONS PRIOR TO CONSTRUCTION IE=±497.00 515 NEW CHANNELIZATION PER l SEPARATE PLANS l ' •. \ ' 'C /' ' ~-; ---.\.-. ' ..... . : '"'1.. . ........... ·t·· ... ·:·.:,~~'·. CURB AND GUTIER DRIVEWAY PER DETAIL THIS SHEET : t~ .. , ,. ", ' '.'' • '!·'.,.· • '\.,~<_;;~, . ., . h • , •. • .: : ~.: ~71,1·~. :. ·.: :. : •.· : :. : ·.:·~t;~'\·.· : l.: : ' i . . . . . ; \1 . ~'~t.,·. . . -: . ~ r :-!~~<:. ,: = :~.,.... . . . . . . -\" . . . ;· ' . ;-. . ' . . . -' . -~- 510 :._.,.:,_~ . I .. ~x.i~~u~r~~2ND . . . • . •. J ~~·~i--,~,~~:", ••• \ · . ==,~::::..--. '· . LREX. GROUND @ • • •. '.i ... '1·. . '.'"'.'··.' ' .. ·. ·. ·r.--,..-=:_~~-i .. ; . i . ' , EDGE OF PAVEMENT · ' . """" ' ... : ~ 129 . ' . --:--~-:::._---· PROFlLE ~ .. , . J. ·\; · 515 ····510 1 ~· . . . • . , . ;'"'''"'~-:::::..-::::_-+,..:__-, !PROPOSED GUfilR . · .. i _i .,,,1-... : i ~~ ~-~LF12• .. , . . . ·---=----· · · ,. •. · · · · 50 5 . . . . D.J. @ J59. . . ..:...... . -~~~~-~ , .... Ji·:. : : .""\.: . . , ,., >-~·=· =· =· ==·=====-=-=~===-=-J::::@-t::::~· ·J:;;;;;.;·:~;· :·:;;;.~· ;==:-:c.-.:· :-:·J~1 l ... : • . ~o ;; 12; s~ : .• .•..•..•..•..•..• ! 505 -~~~1..__~~~-0-----· @· 1.9~~ : : . : ~·.: I : --=-~~ ..;___:_~· ·\. .. '• . ' . ~~-.~·s-0 __ 0~2~.4~2~%~=~···~· .~:1r··1·1~·· 3======tdie~~~::::'.:~-: : i ···t:· ·!32'LFl2~iii -'c.· !SOO . CB 6 TYPE 1 · @ · · · .SD. EX. ii" SD i i . cs s; TYPEi i •' · • ... •.••·STA;. 13~11.35: ·~·1.po; LT · · · 0·68 % · · · · .. , • .,, •.. ·.~···, : : : : : < : . : St~: 11+11:08: 21.00' Lt . , . . . . : •· . RI ~501,89 495 : ~~;Jf[f7(t;wf • J5 Lf 12~ sp @ ~E;;;s,aafN,E,W) ... ' : 495 : :sE .·192· No· •sT• ... :P•Ro· . FIL' •E: $TA: 13+21.i:.1/:\; · CB a. TYPE 1 ......... ' ...... , ............... ·· · · s i · · · · · RIM=501.71 : : : :STA,: 13+52 •. 95,i 22.67' LT .. 1."°'3.0'.H. t''.~S'Vi i · · · ·. · · · · i ·. · · · · , · · · . EX. GROUND @ · · · · · · · · PROPOSED GROUND '. i i i . i l • i i IE=497,99(N,E,W) . i i ·~~~Jiiaio EX. i2' SD ".·,· :~ _:. _j __ . :_: _• -~~--[~~S_E_iil_2ND. __ ' .... :.: .• : ... : .... •f .. ! .. ~.LOWUNE i , ; . 39 LF ji 2• SD @ 0.54% : . . . . . . . . . . . IE=,497.n ,:J~ -··-.··. J1 .· . ·'---o\ ~-··· : "',.ff .. 1~. •cl.:£ ·····-··--····--··--·-]_ "'o····-·1i ___ ~]~o····-·· ····-·· ,J.:·······1~ cjco 0! · w 1 I --· v ?5?] 0-ig O i 0;:£ 8/~ ~: ,,; . ~l-N &I~ ~IE; : _______ ···········""····,---'--------··· ,,_., __ . ':: ........ -. . ..... :1~ ------......... . .......... ·--···-··--· ················· ~'-~ .......... i ....... ______ : ~ ... .. ................. l_._~'"' 1 o+oo 11 +oo 12+00 · 13+00 ' ~-· _. ·-" ,.,, ~ :c 5 .... w en c.o 0 ij C\I :co . g .~ .n 0 ~ :,: I :i:· :,; C ! X i:E co 0) C\i I m (') -LO ~ - VJ .w (!) u z 5< Zw 5 VJ [L _, e': Dz Zw :5 ::; z •O (!) a:: z--> a:: z ww w z- -(!) (!) z z-w/:j -' 5< >::, u VJ co ~I 0. I + <D N 0 .c ~- ' tj- <D N w I + <D N u· 0 ~ w 0 .c D Q n II © 0 0 1/1 "' " Q Q G[ ~ <D N ~ 0 .-;;; 0 0 0 / 0. I I ' ·, ' ' ,, 1 ·~~~ 1 SHORT PLAT NO. L04S0003 ', .. • KING COUNTY, WASHINGTON ---- LEGAL DESCRIPTION TRACT 9, BLOCK 1, NORTHWESTERN GARDEN TRACTS DIVISION NO. 4, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 47 OF PLATS. PAGE 74, IN KING COUNTY, WASHINGTON. EASEMENT PROVISIONS: AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO PUGET SOUND ENERGY, SOOS CREEK WATER AND SEWER DISTRICT, QWEST TELEPHONE COMPANY, CABLE TELEVISION, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE EXTERIOR 10 FEET, PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS ABUTTING SE 192ND STREET AND 117TH PLACE S.E. IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, MAINS, CABLES AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH UTILITY SERVICES, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AND TRACTS AT ALL TIMES FOR THE PURPOSE HEREIN STATED. THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION BY THE UTILITY. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, TELEPHONE OR CABLE TV SHALL BE PLACED OR BE PERMITIED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO A BUILDING. SAID EASEMENT MAY CONTAIN PRIVATE STORM DRAINAGE SYSTEMS AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS ON FILE WITH KING COUNTY D.D.E.S, AND AS GENERALLY SHOWN ON SHEET 1 OF 1 OF THIS SHORT PLAT. THE MAINTENANCE OF THOSE PRIVATE STORM DRAINAGE SYSTEMS SHALL BE THE RESPONSIBILITY OF THOSE LOT OWNERS BENEFITING FROM SAID SYSTEMS. TREE RETENTION PLAN NOTE PURSUANT TO KCC 21 A.38.230 AN APPROVED TREE RETENTION PLAN IS ON FILE WITH THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (ODES). RECORDS CENTER, ON SHEET C7 OF 8 OF THE APPROVED ENGINEERING PLANS NO. P4161, UNDER ACTIVITY NO. L07FR035. LOTS 1 THROUGH 9 WITHIN THIS SHORT SUBDIVISION EITHER CONTAIN TREES THAT MUST BE RETAINED OR MUST BE PLANTED / REPLACED PER SAID APPROVED TREE RETENTION PLAN. ANY PROPOSED CLEARING, GRADING OR CONSTRUCTION ACTIVITIES THAT WILL OR MAY IMPACT A SIGNIFICANT TREE WITHIN SAID LOTS MUST BE REVIEWED AND APPROVED BY KING COUNTY LAND USE SERVICES DIVISION, OR ITS SUCCESSOR AGENCY, FOR COMPLIANCE WITH SAID TREE RETENTION PLAN. DOWN SPOUT NOTE ALL BUILDING DOWN SPOUTS, FOOTING DRAINS. AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS NO. P4161 ON FILE WITH KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (ODES) AND/OR THE DEPARTMENT OF TRANSPORTATION. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION FOR ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT ARE DESIGNATED FOR PERFORATED STU BOUTS, DISPERSION OR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHALL COMPLY WITH SAID PLANS. ALL INDIVIDUAL STUB-OUTS AND INFILTRATION SYSTEMS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT OWNER. MPS NOTE ALL FEES REQUIRED BY KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM (MPS), HAVE BEEN PAID. ADDRESS NOTE THE HOUSE ADDRESS SYSTEM FOR THIS SHORT SUBDIVISION SHALL BE AS FOLLOWS: ADDRESSES SHALL BE ASSIGNED FOR THE NORTH -SOUTH ROADS WITHIN THE RANGE OF 19103 TO 19146 AND WITHIN THE RANGE OF 11628 TO 11800 FOR THE EAST -WEST ROADS. INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING IN ACCORDANCE WITH KING COUNTY CODE 16.08. HOMEOWNERS ASSOCIATION COVENANTS: THE OWNERS OF LOTS 1 THROUGH 9 INCLUSIVE ARE RESPONSIBLE FOR PROVIDING THAT THE STRATTON HOMEOWNERS ASSOCIATION CONTINUES TO BE A VIABLE AND FUNCTIONING LEGAL ENTITY. SAID HOMEOWNERS ASSOCIATION SHALL OWN AND MAINTAIN THE TRACTS AND EASEMENTS AS INDICATED AND COVENANTED HEREIN, UNLESS OTHERWISE APPROVED BY KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES OR IT SUCCESSOR AGENCY. THIS COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF ALL LOTS 1 THROUGH 9 INCLUSIVE, THEIR HEIRS, SUCCESSORS AND ASSIGNS. RECORDING NO. VOL./PAGE SCALE: PORTION OF SW 1 / 4 OF THE SW 1 / 4 • SEC 33, TWN. 23 N,RG 5 E, W.M. GENERAL NOTES TRACT A IS DEDICATED AND CONVEYED TO THE STRATTON HOMEOWNERS ASSOCIATION FOR PARK PURPOSES UPON THE RECORDING OF THIS SHORT SUBDIVISION. THE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT AND THE IMPROVEMENTS CONTAINED THEREIN. TRACT B IS DEDICATED AND CONVEYED TO KING COUNTY FOR STORM DRAINAGE PURPOSES UPON THE RECORDING OF THIS SHORT SUBDIVISION. THE ROAD AND STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE. PLAN NO. P-4161 ON FILE WITH KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (D.D.E.S.). ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY D.D.E.S. THE STREET TREES PURSUANT TO KCC.21.A.16.050 SHALL BE OWNED AND MAINTAINED BY THE STRATTON HOMEOWNERS ASSOCIATION UNLESS AND UNTIL KING COUNTY OR ITS SUCCESSOR AGENCY HAS ADOPTED A MAINTENANCE PROGRAM. ANY FUTURE RESIDENCE CONSTRUCTED WITHIN THIS SHORT PLAT MUST BE SPRINKLED (NFPA 13D) UNLESS THE REQUIREMENT IS REMOVED BY KING COUNTY FIRE MARSHALL OR HIS/HER DESIGNEE. TRACTS A AND B ARE CONSIDERED "TRACTS" PURSUANT TO KCC 19A.04.330; A "TRACT" IS LAND RESERVED FOR SPECIFIED USES INCLUDING, BUT NOT LIMITED TO, RESERVE TRACTS, RECREATION, OPEN SPACE, SENSITIVE AREAS, SURFACE WATER RETENTION, UTILITY FACILITIES AND ACCESS. TRACTS ARE NOT CONSIDERED LOTS OR BUILDING SITES FOR PURPOSES OF RESIDENTIAL DWELLING CONSTRUCTION. "CONSTRUCTION WORK INVOLVING SOIL DISTURBANCE, GRADING, AND FILLING OF THE SITE, INCLUDING INDIVIDUAL RESIDENTIAL BUILDING PAD PREPARATION, IS PROHIBITED FROM OCTOBER 1 THROUGH MARCH 31, UNLESS OTHERWISE APPROVED BY KING COUNTY DOES OR ITS SUCCESSOR AGENCY" PRIVATE DRAINAGE EASEMENT COVENANT: THE OWNERS OF PRIVATE PROPERTY WITHIN THIS SHORT PLAT ENCUMBERED WITH DRAINAGE EASEMENTS SHOWN AS "PRIVATE", HEREBY GRANT AND CONVEY TO KING COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, THE RIGHT, BUT NOT THE OBLIGATION TO CONVEY OR STORE STORM AND SURF ACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS SHORT PLAT BY KING COUNTY. TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS). TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF OBSERVING THAT THE OWNERS ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. THE OWNERS OF SAID PRIVATE PROPERTY ARE RESPONSIBLE FOR OPERATING. MAINTAINING AND REPAIRING THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT, AND ARE HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS, FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES PRIOR TO FILLING, PIPING. CUTTING OR REMOWING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.), OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. DEMOLISHED RESIDENCE IMPACT FEE NOTE FOR SCHOOL IMPACT FEES: PURSUANT TO KCC21A.43, SCHOOL IMPACT FEES FOR LOTS 2 THROUGH 9 SHALL BE ADDRESSED AT THE TIME OF BUILDING PERMIT APPLICATION. ONE RESIDENTIAL UNIT WAS EXISTING PRIOR TO THE DEVELOPMENT OF THIS SUBDIVISION. IF THE ISSUANCE OF A NEW BUILDING PERMIT FOR LOT 1 OCCURS ON OR PRIOR TO AUGUST 29, 2009, THEN SAID LOT SHALL BE EXEMPT FROM THE PAYMENT OF THE SCHOOL IMPACT FEES. IF THE ISSUANCE OF A NEW BUILDING PERMIT FOR SAID LOT OCCURS AFTER AUGUST 29, 2009, THEN THE FULL ASSESSED SCHOOL IMPACT FEE, TOGETHER WITH THE CURRENT ADMINISTRATION FEE, MUST BE PAID AT THE TIME OF THE BUILDING PERMIT ISSUANCE. SEE K.C. CODE 21 A.43.070.A.2. w 0 <( 0... "-_j 0 > i::::;E'J TOUMA ENGINEERS 5& LAND SURVEYORS RATHINAM SHORT PLAT 6632 SOUTH 191ST PLACE, SUITE E-102 • KENT, WA 98032 PHONE (425) 251-0665 FAX (425) 251-0625 DWN. BY DANT CHKD. BY MHT DATE APRIL 2007 SCALE JOB NO. 870-007-061 SHEET 2 of 2 - 1 '~:_.;~ I SHORT PLAT NO. L04S0003 1 1111 .• KING COUNTY, WASHINGTON -- DEDICATION APPROVALS: DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS ____ DAY OF _________ , 20 ___ _ DIVISION DIRECTOR, LAND USE SERVICES DIVISION EXAMINED AND APPROVED THIS ____ DAY OF _________ , 20 ___ _ RECORDING NO. DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS ____ DAY OF __________ , 20 ___ _ KING COUNTY ASSESSOR SCALE: DEPUTY KING COUNTY ASSESSOR ---------PORTION OF VOL./PAGE 20 40 80 16D I • 1 ___ ____JI 1 inch = 40 ft. ACCOUNT NUMBER _ 619840-0180 --------- KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNER(S) DEVELOPMENT ENGINEER SW 1 /4 OF THE SW 1 /A SEC 33 TWN 23 N RG 5 E W M OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS -:-°":.:"'.:":::-:'::-------------------------------------.....1.--...;._-------.:.,_ ... _:' ____ .-_• __ . __ _:• ____ •;,_,_•-1 SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION I MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOR-LEGEND SURVEY NOTES LINE TABLE EVER, ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DE-,----------------- LINE LENGTH BEARING CURVE TABLE INSTRUMENT: TOPCON GPT 3000W TOTAL STATION 1----r--__;:_:...:..:..;c=-.:.:...:.:::..=,--D-E-L-TA----1METHOD USED: FIELD TRAVERSE WITH ACTUAL DICATE 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 AVE- NUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL EASEMENTS AND TRACTS SHOWN ON THIS SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFIC- ALLY IDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HERE- BY 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 SUB- DIVIDED 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 MAINTENANCE 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 SUB- DIVIDED 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, CONST- RUCTION 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. BY: TITLE: CHARTER HOMES, INC, A WASHINGTO_N_C_O_R-PO_R_A_T-IO_N _____ _ BY: ·-·TITLE: WASHINGTON FIRST INTERNATIONAL B.-:A-,.,N'"'"K.._,(.,..AS,,.-LE_N_D..,.,E,,..R -,0-N.,..,L Y-,,.)---- STATE OF WASHINGTON ) )ss COUNTY OF KING ) ON THIS DAY OF , 2007, BEFORE ME THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON PERSONALLY APPEARED TO ME KNOWN TO BE --------OF THE CORPORATION THAT EXECUTED THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION, FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT __ _ IS AUTHORIZED TO EXECUTE THE SAID INSTRUMENT ON BEHALF OF SAID CORPORATION. WI Tl NESS MY HAND AND OFFICIAL SEAL HERETO AFFIXED THE DAY AND THE YEAR IN THIS CERTIFICATE ABOVE WRITTEN. STATE OF WASHINGTON ) )ss COUNTY OF KING ) NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING AT __ _ ON THIS DAY OF , 2007, BEFORE ME THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON PERSONALLY APPEARED TO ME KNOWN TO BE --------OF THE CORPORATION THAT EXECUTED THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION, FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT __ _ IS AUTHORIZED TO EXECUTE THE SAID INSTRUMENT ON BEHALF OF SAID CORPORATION. WITINESS MY HAND AND OFFICIAL SEAL HERETO AFFIXED THE DAY AND THE YEAR IN THIS CERTIFICATE ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING AT __ _ RECORDER'S CERTIFICATE ................... . FILED FOR RECORD THIS ....... DAY OF ........... , 20 ...... . AT ....... M IN BOOK .......... OF ........ AT PAGE ......... AT DAN TOUMA THE REQUEST OF .................................. . SURVEYOR'S NAME DIVISION OF RECORDS AND ELECTIONS MANAGER SUPT. OF RECORDS L1 20.01 N01 '20'23"E CURVE LENGTH RADIUS L2 20.01 so1 ·22'52"w C1 38.55 25.00 88•20,31 .. FIELD MEASUREMENTS AND ANGLES 1------+----1-----+--...::::.::::..::::.:::..:, :::..!..-I WAC 332-130-090 L3 20.01 N01 '20'23"E C2 39.99 25.00 L..-.---=-'-----..l...----'---g:::..1~·3:::.::9:...:2::.:9:.....i" DATE OF SURVEY: APRIL 2007 L4 30.01 S01 '22'52"W BASIS OF BEARING: SE 192nd STREET CENTERLINE BASED ON THE PLAT OF NORTHWESTERN GARDEN TRACTS DIVISION NO 4, PER N 89.34'39" W 1318.05' (P) RECORDS OF KING COUNTY , WA RECORDED IN VOLUME 47, PAGE 74. //.----------------_ _ ___ N_ 89.34'05" W _1__317.49' (M) FOUND 1 "IRON PIPE 0.3'W x 0.4' S (4/07) SE 188th STREET JESSIE GLEN VOL. 241, PGS.8-12 ----- - /~FOUND PIPE IN CONCRETE IN CASE (4/07) - EX. FENCE 0.2' TO 0.64' W. I LOT 33 j LOT 34 148.78 sa9·51 '03"w l33d.34' I 'p' sa9·50'52"w 33, ~.19' 1 c· LOT 371 I 1 -r ; , ,~ I ""-....,...__..:......,MON TO BE SET FOUND CONC MON W/BAR 1.0'W x 0.5'S ~ (4/07) LOT 38 j LOT 39 j LO 40 I I 148.40 FOUND PIN IN l 3~ 33 \/- 5 ·~ / '·- OF CALC. BOUNDRY II N 0 d l{) I~ 16.21' 16.80' ~I ~[A~ESSIE GLEN 0 0 I l{) I l{)I FOUND 1/2" REBAR &CAP LS#18913 LOT 5 0.1' W & 0.9' S 7,440 sq.ft. (4/07) N89.50'52"E I I. / I 148.82 I ti 'r I 5' PDE (TYP) J I 1-1----r; 5' PDE (TYP) I~ LOT4 a /~ ~- 0 --1 lO 7,442 sq.ft. gl / I~ / lg ~ N89'50'52"E I I / ! \ w /i ~.~. 'r-148.85 / N-, ,,, () '\+ I PSE 10· UTILITY EASEMENT ""' <( I ~ ~ ~ LOT 3 REC#20061121000560 I ~ i I 0: I I~~ , .. ,.,. .. , 7,443 sq.ft. .. , .. .., ~~.1 _______ N_8_9._50_'_52_"_E ____ __,.l_..;it11 ~ ~ 1/ / LOT6 7,420 sq. ft. N89'50'52"E 148.40 LOT7 7,420 sq. ft. Nsg·so·s2"E 148.40 LOTS 7,420 sq.ft. N89.50'52"E 148.40 t0 lf) 'r-I -, N ::: ,-I .. • 148.89 PDE (TYP) --i--'b · ~ g: N ~ PSE 1 O' UTILITY EASEMENT ;..... :-ci LOT 2 1 ~ ~ , ~ r REC#20061121000560 LOT 9 ~ ~ lO 7,445 sq. ft. / S5 lO// 7,420 sq. ft. N89'50'52"E 1 \ 1 1 N89°so·s2"E ) ' 148.92 LOT1 5,685 sq. ft. ::i1 I ,-1 14s.40 ~ Nsg·so·s2"(I , b r-L ,.._ 48. 76 J.../ ~ ~ 5' PDE (TYP)_Li - TRACT B (DRAINAGE FACILITIES) 11,193 sq.ft. N 0 0 l{) ww A A , i-0co NO -r bro N 0 0 LO I -1 Nor-• . or-T- 00 zz CONCRETE IN CASE ( 4/07) /!} () "<I- "( "' ~ 0 <Q l.;j C) "'. <:\/ ct: "<I- c:,c 0 . () ._j 0<£ cd es ,-.::. "<I- V) • ~J iS ::::,: ct:-oci < I w (f) w > I <( ...c ..µ 0 N I ~ ON ~, N89.40'54"E cn 1 ~ 1UU.:ll _; x ~I ~ 16.21' 16.80' ) ) THIS PORTION IS DEDICATED ~ I/ TO THE PUBLIC USE FOR co ROAD PURPOSES UPON THE I ,...._ RECORDING OF THIS SHORT PLAT. TRACT A (RECREATION) J _ ~647 sq.ft. _ _/C1 I 124.70 -._ ---1~6t --FOUND CONCRETE MON ----~---------· ___ ___,,,__-.:ii W/ REBAR NO CASE \- \ 29.99 N89.40'54"E S89.40'54"W / n : r-DESTROYED DURING 165.21' -::._ / ~ONSTRUCTION (9/06) I R/W OEDICA TION _\ .-165.22' 0 0 N89°40'54"E 330.4~ (C) 0 330.51 (P) 0 0 d ___ 82_6.13'~<c~) __ n d 330.46'(C) _n_ ..... _._,.'\k'.:_·----_ N s9•40'54" E 165.24' --~i!!111"'1-·-__ SW CORNER SEC 33-23-5 (KC#5809) N89.40'5 1321.83 (M) 1322.30 (P) FOUND LEAD & TACK IN (BASIS OF BEARING)=(P) CONCRETE MON IN CASE (4/07) N=159,872.53 E=1,305,505.37 S89"33'09"E 2643.06 (KC) SW COR to S 1/4 SE 192nd STREET FOUND BRASS DISK W /PUNCH IN CONCRETE IN CASE ( 4 /07) I ...... , _..A I ; \ .............. ~ 0.. '--' '---' " ft ..... I() 0 ..f l{) DO DO I") I") .... .... w w : = O> co N p I{) I") r r ...... .... 0 0 z z S 1/4 COR. SEC 33-23-5 (KC#5808) FOUND LEAD & TACK IN CONCRETE MON IN CASE (4/07) N=159,851.884 E=1,308, 148.346 _ _.,, w (.'.) <( Q__ "' _j 0 > LAND SURVEYOR'S CERTIFICATE THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND COUNTY STATUTES AND ORDINANCES IN APRIL 2007 c;E'l TOUMA £NGIN££RS 5& LAND SURVEYORS RATHINAM SHORT PLAT CERTIFICATE NO. . .... ~.~-~-~,Z.. 6632 SOUTH 191ST PLACE, SUITE E-102 • KENT, WA 98032 PHONE (425) 251-0665 FAX (425) 251-0625 DWN. BY DANT CHKD. BY MHT DATE APRIL 2007 SCALE 1" = 40' JOB NO. 870-007-061 SHEET 1 of 2 1· = 20' RECREATION SPACE TABLE TRACT AREA (S.F.) A (PARK) 5730 REQUIRED (9 LOTS O 390 S.F./LOT) 3510 SF PROVIDED 5730 SF TRACT AREA TABLE TRACT DESCRIPTION AREA {S.F.) A PARK 5730 B DRAINAGE FACILITY 11,323 TOTAL LOT AREA 17,053 S.F. 0.39 AC. LOT AREA TABLE LOT # AREA (S.F.) LOT # AREA {S.F.) 1 5708 6 7503 2 7514 7 7503 3 7514 8 7503 4 7514 9 7503 5 7514 TOTAL LOT AREA 65,776 s.r. 1.51 AC. REVISED PRELIMINARY SHORT PLAT FOR RA THINAM PROPERTY A PORTION OF THE SW 1/ 4 OF THE SW 1/ 4 OF SECTION 33, TOWNSHIP 23 N., RANGE 5 E., W.M. KING COUNTY, WASHINGTON ' \ I \ _\ -o-o-o-o-o-o~--oLo-o--o-o-o--o-o---D-D-O-O-ONB9 ·~0·s,:E_3io.3 ~_0-o-o-o-o--o- \ 1~ I I . 0 I "' \ \ \ D I I D / i I i5 i i l I ( / / l II ! 1 o· 1-----,--------,-------'-'r"-------;--------1 D I D I D lo D Cf) I D I D I \ \ \ \ -+···-- o., ,,-:. ~ \ i _,,,-OLD LOT V LINES (TYP.) I 41 I i !-·~ ' \ \ 0 ~ "' r I .. --1 l I 01------4-----------+----'1-·-----=--=-=--+-----l I ·1 ~------·· 0 \ I \ 1 I r~ ; D / I / ~ I -----/ ----------. \ '· j ,, " ' i \ <( Q ~ . / / I 506 · ~ \ / . I . I , I ~ / /"' / / I 0 "' TEMPORARY CUL-DE-SAC EASEMENT NEW LOT LINES 15o;_ --- 6 150' 7 150' \ \ \ ,,..,~-"· --..... '"8"· I/ \. i I \,. : I ! ; I' ,\ \ ! \ \ \ ' \ ' \ \ \ \ \ I ' ·-.'-~/ i I / / "\\ I , I ' . i ! / i I ' ' I • ~ ...... ·-·---·--·---.--j --- I i ! ! . ! ~N'1 / d--e--+:,;....'--....,,....,,-_-+-,.,.., -+--+----_...1 s.,.o.,.' ---------+i---------J \ ,.,,u.JI ,, ~ . .-: ., ·, t / ',, 1-----------~------~1"\-so~·------------+-------1~ I ~ ~!'_ ... ~,,.-'~,-. / ,/ !."l '_ /-.~., '.,. , . \ -, ... ~ j ! ~-I . : • " ---'~ . ---· . , : •·-~r,Ci},>o 1,' '·,. " 'a • ,:, o I \. 1..1, "' ,, • .-~ '/ z • j ~ ~ ~· 0 o• • ./ ' ·, ), ' ', ' ', . ', < . , a • ~-----~·"··· ', ~~-; •i ~-C-·' -··-• ,--"··--· ·"r''•'.'•' ii .<1 ' <1' , ' ' .,, ' . "·· , . ! I i: . ' i ! 'I // I !~ (' I \ K r-,1\ I t / I ! \ ! ' i. I /, 0 i "' f ,. /-· . I / .. ' /· .f. . . 0. /N I . "I ./ I / i I I j ·• / 0 "' I . .) f 50' / I /.· / . I I l .~·-,c ~··+ ·, ' . ' .I i.. - J·. . J ./ .. .! / ! ' I ' . i f . f S89'~0'54 "W 3.30.38' . 2 .,_. .. -__ ,, ____ ···-· \ \ < 50_: .. ··-···_· -_ . \ ·, ' \ ''-. : \ .... __ _, _____ ...... ~"""'' - .,. i 150' TRACT B DRAINAGE FACILITIES / / / / ( ./ _j ·--- I / \ / -·---····---· \--·· I ( ! i ) / ! ' I / / I ! ' fl -0 V) 0 ,• ,,/ ·' / ---'·_ -----------------------------~_=-~--~.--.-----_-_-_ --------·· -----------------~----------------,, ___ SE 192ND STREET i / I !/ --------------~ --------· ·-·-·-- / / ---------------· --·--------~--------·----·-----------::;f.,t. ~ 506 ,/ / ' / I ~ $' ' ef)_;...· -t-="~17~611i~ST~.-+----I SE 192ND ST. SITE EIOUL.f\/ARD '-'NE PARK VICINITY MAP ~~ N.T.S. SITE DATA I. SITE ADDRESS: 11634 192ND STREET 2. ASSESSOR'S PARCEL NUMBERS: 619840-0180 3. GROSS SITE AREA: 98,008 SF (2.25 AC.) 4. EXISTING USE: SINGLE FAMILY RESIDENCE (VACANT) 5. PROPOSED USE: 9 LOT SINGLE FAMILY SUBDIVISION 6. ZONING: R-6-SO (RESIDENTIAL 6 DU/ACRE) 7. COMPREHENSIVE PLAN DESIGNATION: URBAN RESIDENTIAL MEDIAN 8. ALLOWED MINIMUM LOT WIDTH: 30 FEET 11. BUILDING SETBACKS: FRONT (STREET): 10 FEET GARAGE: 20 FEET INTERIOR: 5 FEET 13. BUILDING HEIGHT MAXIMUM: 35 FEET 15. SOURCE OF BOUNDARY AND TOPOGRAPHY: FIELD VERIFIED BY CRAMER NW, INC. UTILITIES/SERVICES= WATER/SEWER: POWER/GAS: ·-· PHONE: FIRE: SOOS CREEK WATER & SEWER DISTRICT 14616 S.E. 192ND STREET RENTON, WA 98058 (253) 630-9900 PUGET SOUND ENERGY 6905 SOUTH 228TH STREET KENT, WA 98032 1 (888) 225-5773 QWEST COMMUNICATIONS 23315 -66TH AVENUE SOUTH KENT, WA 98032 1 (800) 244-1111 KING CO. FIRE DISTRICT # 40 10828 SE 176TH STREET r---·-·•-,,,,,,.,,..,._ .. ---·--~ SCHOOL: RENTON, WA 98055 (425) 255-0931 KENT SCHOOL DISTRICT NO. 12033 S.E. 256TH STREET KENT, WA 98031 (253) 852-9550 OWNER: SHARMILA RATHINAM 24006 SE 10TH ST. SAMMAMISH, WA 98015 ( 425) 369-2198 DEVELOPER: CHARTER HOMES, INC. 601 UNION STREET, SUITE 3920 SEATTLE, WA 98101 (206) 322-4393 CONTACT: ERIK WICKLUND PLANNER ENGINEER U) LU u > a: '!_Jj5 . .../ ..J ~ g; z () w er: ~ C (L Z ') CL o·~:; < a:·::,; I- > ci 1-:'5 ifj <fJ 'if, (L ~ ~ ~ >·"" f-·sc re z C: ,J'. ~~ z 0: (!J ~ Q U) -j __, ::J UI is: 1! rr w cu o_ 0 ..J 0 u. LI.I 0 (/J I-> z LJJ LI.I a: > i= a: BARGHAUSEN CONSULTING ENGINEERS, Ncf: 18215 72ND AVENUE S. KENT, WA 98032 (425) 251-6222 (425) 251-8782 FAX lU 0 CONTACT: IVANA HALVORSEN/ HAL P. GRUBB SURVEYOR: CRAMER NORTHWEST INC. 945 N. CENTRAL KENT, WA 98032 {253) 852-4880 NOTE: "' .s C C 21 ALL SURVEY INFORMATION PREPARED BY CRAMER NORTHWEST AND BCE HAS NOT VERIFIED ANY SURVEY INFORMATION SHOWN. LEGAL DESCRIPTION: LOT 9, BLOCK 1, NORTHWESTERN GARDEN TRACTS DIVISION NUMBER 4, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 47 OF PLATS, AT PAGE 74, RECORDS OF KING COUNTY. WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. -.s Ttl QJ J: ~rn©rn~w~[Q) OCT O 6 2005 K.C. D.D.E.S. "' 0 2 "' 8 0 -d z 0 £ C, Q_ 1----------11 .,. I :i:, -, I - N i: I .,. co m ill C 0 ·o 1----------lo V) N ~ .0 E ~ z .0 0 -, .. W II (!) u z-_> z "' zW :5 V) a. ....J ;::: Oz Zw :5:::;; z '" 0 ~"' ~> "'z ww w ~<5 (!) z z-WCj ~~ 2: ::, c.:, V) -" 0 0 f// "' 0 0 N ', "' 0 ', 0 ,-/ m 0 0 0 0 := / ~ 0..: ,. '-"I. V '--------------------------------------------------------------------------------------------------------------------------------------------------------------'----...l.----.!JG: ,- RATHINAM SHORT PLAT DETAILED SIGNIFICANT TREE RETENTION PLAN Q '() and REPLACEMENT PLANTING LOCATED IN THE S.W. 1/4 OF THE S.W. 1/4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST i .. OT / 2 AGO\/E G?OIJND /R~~If ~?··lf1···:~~'i'.J// OF CALC'LJ C\)F{NEY SIGNIFICANT TREE REPLACEMENT GROWING EASEMENT REPLACEMENT TREE, TYPICAL LOT 8 P/i.F:'EtJ T PAF<CEL Ai-?EA: 98,003:.L· SO. FT :--) .J.rw;:--c:-\ \/. ,\".''''"....;/ ;H(YP/?· .i ">{ ., .!. ... , • ALL CXiSTiNG STRUC il/?ES TO SE f?i:A!OVED. SIGNIFICANT TREE REPLACEMENT GROWING EASEMENT REPLACEMENT TREE, TYPICAL CALL BEFORE YOU DIG: 1-800-424-5555 lJTILITY CONRJCT NOTE• CAlJTIQN: •·-.. 51 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT. CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASEO UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING ANO REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. I ' ' -ll'-,1'-1--',.-\ 10' 'l':s~---·, 'f5~ Q ··-,··-.. ••··••·· _ .. JJ0.51' ... (, ._, ............................. , ............ ::.·:;.;';;,~, ...... -....... --·-·-·------------- --·\.., --------------------------------~::-....__ - ' ' SEE SHEET C7 OF 8 FOR COUNTY NOTES, DETAILS AND SPECIFICATIONS FOR SIGNIFICANT TREE RETENTION, PLANTING, and MAINTENANCE OF SIGNIFICANT TREES and, REPLACEMENT TREES. REPLACEMENT TREES NAME Ables grondis / Grand Fir Abies lasiacarpa / Subalpine Fir Calocedrus decurrens / Incense Cedar Thuja plicata / Western Red Cedar Tsuga mertensiana / Mountain Hemlock NOTES: 1. Trees to have a minimum caliper of 3" (7'/8' height, typical). 15' spacing, minimum. 2. See County Notes (C7 of B) for planting and maintenance requirements. 3. The above list based on species native to W. Washington. List is evergreen conifers due to availability, transplant survival potential, and compatibility to urban maintenance. \ 1"=30' 0 15 30 [~Lq •J}~ [§ LOT 7 ..................... , ··-···O c' .. ;.. ,, .• ~ _.,_ 'l't , .. , <{, ' / REPLACEMENT TREE, TYPICAL /,/ SIGNIFICANT TREE REPLACEMENT GROWING EASEMENT +.,<-"'1--10' TYP. ""._ SIGNIFICANT TREE REPLACEMENT GROWING EASEMENT l I, ~<:J· .---r-=SEc.....:..17:...:6.:..:TH.:_,:_ST:.:_. -+--------i &-~i z ST. 0 in ~ i.J a:: w "' i.J :le ~~ U) :,: a_ ~ u Ii: ':lo <O ~ BOULEVARD ~ LANE PARK 51 SE 192ND ST. SITE w "' i.J :le 60 ii j S. 55T w:,: r;: (/) LI.. 0 ~i~~~ "' ;;:; ~ "' I o::ciu~g e 8: L,.J u ca::5~~ WO >ZI-:J ~~9~8 ~~~?:o::: WWW -.-a.. a.. z 0. ~8858 (I) (I) u V1 ~~~ffi~ I-c::: c::: a.. er ~ c., (.!) (.!) (.!) (!) a.. a.. a..a.. fl.. :c :c :c:c :c N ~ Sa Sa Sa~ Sa u (.) (.) :c (.) .:::E > >::E> cc ~ ::E aJ :::e :c (.) u :.cu "' a:io:glOIO $d~~ ,,~, N~ 1",,IO -~- &_vl"')(',,j..- SE 208TH SL ( VICINITY MAP NTS SIGNIFICANT TREE INVENTORY and CALCULATIONS ~ T-13: NON-SIGNlrlCANT TREE TO BE REMOVED, 1 TOTAL (2 1 O' ALDERS) ® SIGNlrlCANT TREES TO BE REMOVED, 53 (EQUIVALENT) TOTAL THE FOLLOWING TREES LIE WITHIN UTILITIES, R.O.WAYS, OR ~ SIGNIFICANT TREES TO REMAIN, 27 (EQUIVALENT) TOTAL CREDITS: TAG # DESCRIPTION CONOITION SIZE, SHADE ..,..I '11'!". -",e<o'~to,ee~~'-!'!Tr--"!~ttlolillbllnl11ll!ra-rpmsmeomamuo"c!!lloce11u..-"'l!efflomod'i",,o"'oem1-1r,,. "!l~1,1.o~.,,,.,.-.,.2-& T-7: 12" LOCUST Robinia pseudoacacia Good 1 T-9: 13" LOCUST Robinia pseudoacacia Good T-10: 18" CHESTNUT Aesculus hippocastinum Fair , 2 T-11: 32" LOCUST Robinia pseudoacacia Robinia pseudtjacocia 2 T-12: 26' FIR Pseudotsugo menziesii Good; Split lea.~er 2 T-35: 22" MAPLE Acer macrophyllum Good · 2 T-40: 13" ALOER Alnus rubro ~oregonal Fair T-41: 15" ALDER Alnus rubro oregano Fair T-42: 20" ALDER Alnus rubra oregona Fair T-43: 16" MAPLE Acer mocrophyllum Good T-44: 18" MAPLE Acer macrophyllum Good 2 T-46: 18" COTTONWOOD Populus trichocarpa Good ;; 2 2 2 2 2 2 A BUILDING PADS. illl T-1: 30" LOCUST Robinia pseudoacacia T-2: 18" FIR Pseudotsuga menziesii T-3: 24" FIR Pseudotsuga menziesii T-4: 30" LOCUST Robinia pseudoacacia T-5: 30" LOCUST Robinia pseudoocacia T-6: 18" LOCUST Robinia pseudoocacia T-8: 3 12"-24" MAPLES Acer macrophyllum T-14: 12" ALDER Alnus rubra (oregonol T-15: 12" ALDER Alnus rubra oregona T-16: 18" ALDER Alnus rubra oregona T-17: 2 18" MAPLES Acer macrophyllum T-18: 24' MAPLE Acer macrophyllum T-19: 16" ALDER Alnus rubra (oregano) T-20: 18" ALDER Alnus rubra (oregano) T-21: 12" MAPLE Acer mocrophyllum T-22: 14" ALOER Alnus rubra (oregano) T-23: 13" MAPLE Acer macrophyllum T-47: 36" FIR Pseudotsuga menziesii Fire damage . 2 •(ttBI"FS ~-z, &_ CREDrrs TOTAL-25 T-1 REMOVED FOR NEW SEWER, 12/ 4/06. &_ T-24: 12" ALDER Alnus rubra .(oregano T-25: 12" ALDER Alnus rubra \orngono T-26: 12" ALDER Alnus rubra loregona T-27: 2 18" ALDERS Alnus rubra oregano T-28: 12" ALDER Alnus rubra oregano T-29: 14" ALDER Alnus rubra oregona T-30: 20" ALDER Alnus rubra oregona T-31: 14" MAPLE Acer macrophyllum T-32: 12' MAPLE Acer macrophyllum T-33: 14" ALDER Alnus rubra (oregano) T-34: 16' ALDER Alnus rubra (oregona) T-36: 16" MAPLE /',;er macrophyllum T-37: 18" FIR Pseudotsuga menziesii T-38: 32" COTTONWOOD Populus trichocarpa T-39: 24' COTTONWOOD Populus trichocarpa T-45: 2 24" COTTONWOODS Populus trichocorpa CALCULATIONS SITE AREA-2.25 ACRES TOTAL TREES INVENTORIED (SIGNIFICANT & OTHER)- TREES LOCATED IN R.O.W., OFF-SITE, ACCESS, SIZE & UTILITY INFRASTUCTURE EXCLUDED FROM COUNT- SURVEYED TREES IN PERIMffiR LANDSCAPE AREAS- SURVEYED TREES LOCATED IN INTERIOR LOT AREAS- QUALIFYING SIGNIFICANT TREES- SIGNIFICANT TREE RETENTION REQUIREMENTS/PLAN: PERIMETER LANDSCAPE: INTERIOR BOUNDARIES AT 100 PERCENT REfENTION- PROPOSED RETENTION - STREET PERIMETER -1 TOTAL; AT 75 PERCENT RffiNTION- PROPOSED RETENTION - AREAS INTERIOR OF PERIMffiR LANDSCAPE- RESIDENTIAL ZONE (R-6) RffiNTION AT GREATER OF: {34 TREES) 15 TREES 4 TREES 11 TREES 1 TREE 1. 20 TREES PER ACRE -2.25 ACHES x 20 = 45 TREES 2. OR, 10 PERCENT OF SIGNIFICANT TREES-10% x 19 = 2 TREES 53 19 11 TREES 1 TREE USE: 45 TREES TREE CREDITS- CREOITS: 1) 2:1 RATIO (SIZE)-9 x 2; 2) 1:1 RATIO-, 1 x 1; SUBTOTAL-19 TREES CREDITS: 1) 2:1 RATIO (SHADE)-4 x 2; SUBTOTAL-B TREES TOTAL SIGNIFICANT TREES REQUIRED-45 TREES TOTAL SIGNIFICANT TREES RETAINEO (WITH CREDITS)-27 TREES REPLACEMENT TREES REQUIRED: 18 TREES 3" CALIPER OR GREATER AT 2" DBH CREDIT PER 1" -18x12= (216/2)/3= 36 TREES (MAX.) LESS THAN 3" DBH AT 1 :1 RATIO CREDIT-I 8x12= 216 CALIPER INCHES (REQUIRED SIGNIFICANT TREE IS BASED ON 12-INCH DIAMETER EACH, FOR REPLACEMENT.) REPLACE TREE "T-1" AT 2) 3" CAL PER ( 12/ 4/06) 38 TREES (MAX.) &_ STATE OF WASHINGTON REGISTERED s~HITECT '1,;-J!RUCE McCRORL/ CERTIFICATE NO. 504 (VALID ONLY \\HH SIGNATIJRE) LANiJ LISE \NSPEC1\0N SEC110M DECO 8 2006 H.E:CEIVED C 0 ·;; ·s • a,: .: CL CL < j () d5' i 0 z z j CL z 0 -~ ~ a: w w ~ <( 0 -LL -z C, -en Q w _J -<( !tu i=Cl ::E <( z -J: ~ a: j -::E a: <( J: en fi e 0 .. .... 0 LL C, z -I-z <( ...I a.. I-z w ~ w ~ a.. w a: "O C a, ti J: b ,- w en (0 0 ij C'II I .c: () ~"' ::,~ .-------------.-------1 '( 'X, KING COUN1Y D.D.E.S. Review Engineer Review Engineer JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: Completion Date Completion Date Approval Date i ,..8 L " ~ .D E 5 :, z .c ;:: 0 -, j i:::: a.. li: 0 a: 5{J 0 :c 0 en ...I =II= ~ en <( z w -Cl J: Cl ~ LO 5 ex, 0) co 0) ~ C'II I ~ 0) J: (0 ~ C? ~ -LO <( C\I ~ ""1" ~ ........ <( Cf) 00 ~ • 'o " .c: (I) co 0 0 E V u 2 .D -I tj- <D N ~ I tj- <D c 2 0 u E .D 0 n II " 0 0 en ,o 0 0 N ·~· 0 '... N / a 0 0 0 V RATHINAM SHORT PLAT STORM FACILITY PLANTING REQUIREMENTS: ROOTED & CONTAINER Pl.ANT MATERIAL -~ INSTALLED THROUGH EROSION CONTROL MAT ... .... N8Y"bLJb1't JJU . .54'((;ALC:U) ··-~ -~ . I-~-------L ---·-~---·· :.J -·--··---------···CJ •·· ""··-{ --····---·-i' ·-·-··-·--····-·; .... ~--r· ....... . THE POND BOTIOM AND SIDE SLOPES SHALL BE SEEDED; AND IRRIGATED ONLY TEMPORARILY BETWEEN AN INSTALIJ\TION TIME OF MID-MAY THROUGH FIRST WEEK OF SEPTEMBER. PERMANENT WATER LEVEL FOR SCIRPUS SPECIES. EXPOSE STEMS EMERGENT PLANTS INSTALLED -~ AFTER MAT INSTALLATION. MAT SERVES AS GOOSE BARF!IER & EROSION PROTECTION 6" DEEP PREPARED ORGANIC SOIL EROSION CONTROL MAT: AMERICAN EXCELSIOR "CURLEX SINGLE NET" OR EQUIVALENT. (3) 6"x1" STAPLES PER SQ. YD. Erosion Mat/Deterrent Planting Section SCALE: 1: 1 46 \ \ ' \ 1 \ . \ \, 0 -,-: f-'::2__ _____ -t _________ .c._ _______________ ~~~,,:, \ . I ,_ I \ \ I I \ I \ ' \ \ \ 31 \ / / l r··r PARK=' SEE T I [ \ _-', ' '··_. ', . It ....... ·, .•: '" / ',:, ., ' > ,, ·;:1· -~ ":'·~ :llr , ,: .. : · · ·· • -·· ~-,t " -~ ~· '1 ~-. ~"":;:'" " --::-:_-. . ,;., . ' : .: _ .. //. • j / i / I ' ( / ! ,' .,/'\ / \ ·/ \ •/" • I ', -' I', ' , ,, ., ./ \ \ \ \ I ! \I / "' <( "' 0 <( 0 a: I I / 'ii ' I I -•... ,, ... LOCATED IN THE S.W. 1/ 4 OF THE S.W. 1/ 4 _ ·. OF SECJ"~bN 33, TOWNSHIP 23 NORTH, Ri NGE 5 !=AST TEMP~RARY EASEM'E~T. TYP "· ( 42' RADIUS) / / /-. / / S'.:)<o /vj / / / \ \ \ \ \ / / STREET TREE PLANTING NOTES: 1. STREET TREES WITHOUT PERMANENT IRRIGATION SHALL BE INSTALLED DURING DORMANT SEASON (NOV. 1 TO MARCH 1) AND SHALL REQUIRE SUPPLEMENTAL WATER DURING SUMMER MONTHS (JUNE 15 TO SEPT. 15) FOR THE FlRST SUMMER GROWING SEASON; TO INCLUDE 7 GALLONS WATER PER WEEK PER TREE. WATER IS INCIDENTAL TO THE MAINTENANCE CONTRACT. 2. TREES TO BE LOCATED NO CLOSER THAN 1 O' FROM DRIVEWAYS, 15' FROM STREET LIGHTS, 5' FROM FIRE HYDRANTS AND UTILITY VALVES-METERS; AND, 1 O' FROM STORM FACILITY INLETS-OUTLETS. REFER TO K.C. DWG. 5-009 FOR ADDITIONAL STANDARDS. 3. PER REVISED K.C.RD.STD'S. 5.11, STREET TREES PLACED WITHIN 4-FEET OF OF BACK OF CURB AND/OR EDGE OF SIDEWALK SHALL INCLUDE ROOT BARRIERS, PER K.C.P.W. DWG. NO. 5-009. WHERE FEASIBLE, AND AS NOTED ON THE PLANS, STREET TREES ARE TO BE LOCATED NO CLOSER THAN 5-FEET ON-CENTER FROM THE ABOVE NOTED PAVING ELEMENTS. STREET TREE SPACING IS 40'. GIVEN PROJECTED DRIVEWAY CURB CUTS AND LIMITATIONS OF UTILITIES SEPARATIONS, TREES ARE SPACED AS FEASIBLE WITH QUANTITY EQUIVALENT TO 40' SPACING. 4. PIJ\NT LIST AND QUANTITIES ARE SPECIFIC TO THIS SHEET. I ' I I \ \ ~==Ecccc a \ / e R : I 1·=20· ( -r, 1 / ~l :.i.!, , 1 ' o 10 20 40 I \ S .. :. g_ ~ ] ~-+.Jh @L,2 ~~L . . . I \ . . . ' ii!,;, O~.'.\~ ! -hi )Ji· . '\ \\ ~l~) \:"../ I ~ ~ :1 ' I l ' r-R ~> i ~~~'-·--------------~S~IG~N~IF~IC~A~NT~T~RE~[=S-~----J~~ TO REMAIN, TYP. = ' SIGNIFICANT REPLACEMENT~EE TYP. (SHOWN FOR REFERENCE. SEE C7, C8 FOR PLAN) ------........ _____ ·-·---··· T-·-40 ' ~~ C). "' co . --. C) ..... (/) 0 (/) Ill 1) STORM WATER TRACT "LOW-GROW" SEED MIX. (120 POUNDS/ACRE) PORTIONS ABOVE PERMANENT WATER STORAGE. PERCENTAGES BY WEIGHT. SEED NAME DWARF TALL FESCUE DWARF PERENNIAL RYE "BARCIJ\Y" RED FESCUE COLONIAL BENTGRASS (DRY SLOPES) REDTOP BENTGRASS (WET AREAS) PERCENTAGE OF MIX 37% 30% 25% 5% 3% ABOVE SPECIES WILL NOT TOLERATE MORE THAN A COUPLE WEEKS OF INUNDATION. 2) POND EMERGENT WETIJ\ND VEGETATION. INUNDATION 1 TO 3 FEET. BARE-ROOT SEEDLINGS; 18" /24" SPACING PROVIDE EROSION/GOOSE DETERRENT MAT FOR FOLLOWING PIJ\NTINGS. PIJ\NTING IN APRIL OR MAY SHOULD IMPROVE SURVIVAL IRRIGATE PER HYDROSEED REQUIREMENTS. SEED FORMS TO BE BROADCAST PRIOR TO MATIING AND HYDROSEEDING. A SOURCE: FOURTH CORNER NURSERY, 800.416.8640/FAX: 360.592.4323 SYMBOL SPECIES COMMON NAME SPACING QUANT MAX DEPTH • -_wa CAREX OBNUPTA SLOUGH SEDGE 24" 100 LOWER ELEVATION BECKMANIA SY21GACHNE WESTERN SLOUGHGRASS 18" 1058 SF SCIRPUS ACUTUS HARDSTEM BULRUSH 1 B" 2900 SF JUNCUS ENSIFOLIUS DAGGERLEAF RUSH ~ SCIRPUS MICROCARPUS SMALL-FRUITED BULRUSH 18" ://;-,j CAREX AMPLIFOLIA BIGLEAF SEDGE 24" [.-···--··--·· JUNCUS TENUIS SLENDER RUSH 18" 100 112 5 GRAM1 EXPOSE STEMS SEED THROUGHO UT NG , EMERG. PIJ\NTI 100 _ 1 EXPOSE SCIRPUS 50 STEMS ABOVE 75 WATER LEVEL. 3) EMERGENT WETIJ\ND VEGETATION. INUNDATION GREATER THAN 3 FEET. BARE-ROOT SEEDLINGS. 24" DENSITY. .~¥~ SPARGANIUM EMERSUM NARROWLEAF BURREED 24" 160 SPRING PIJ\NTING !+++++/ ~+++++: (S. ANGUSTIFOLIUM) +++++• + + + + +i t + + .. + + .. + + + +j GLYCERIA GRANDIS NYMPHAEA ODORATA REED MANNAGRASS WHITE WATERLILY FIRE HYDRANT OR UT!LIT'T' POLE TO 3' DEPTH 24" 75 HIGHER ELEVATION 24" 75 TO 3' DEPTH SIDEWALK NEXT TO VERTICAL CURB ~~ ~~ ~~ r +f MIN. \ ( \ ( '+~ + + 10' MIN. 50' MIN. -------~ -----·------~ ·--------- PLANTING STRIP 50' MIN. ~~ 10' MIN. I -----,.!!.;\---:'---=~=:~\-. --t-'r~--;c=+=---·) \ ~· ;·~, \ ~ / ,_/ '---._, ,_/ \, \ 4' PROXIMITY -~c___,- TO CURB/SIDEWALK INSTALL (l' -1 Q' ROOT BARRIER TYPICAL NOTES: NOTE 1.-·~-~ 1. TREES SHALL GENERALLY BE PLANTED BACK OF THE SIDEWALK. 8'-10' ROOT BARRIE~! TYPICAL (SEE NOTE 5.) , VERTICAL CURB LINE AT INTERSECTION 3. ON BUS ROUTES, PLANS SHALL BE COORDINATED ~ ~ u ffl "' I~ "' "' a"-5 ~;~ ~-~@ ffi z ~ " 0 "' ~~Iii e, .., 0 "' "' ~ "' -8 1:i ..L ::.::: ~ "' "' !ii' ~ ~ 0.: " " " ID ID ID "' "' "' <D <D i'l ~~ ...... ... 0 -, _ "' "' -.... -.... -"' ., "' "' - PLANTING STRll'S WILL BE APPROVED ONLY AS PART OF A LANDSCAPING PLAN IN WHICH PLANT MAINTENANCE, COMPATIBILITY WITH UTILITIES, AND TRAFFIC SAFIT! ARE DULY CONSIDERED. WITH METRO SERVICE PLANNING. PHONE 684-1622. 2. IF PLANTING STRIPS ARE APPROVED: A. MIN. DISTANCE FROM CENTER OF ANY TREE TO NEAREST EDGE OF VERTICAL CURB SHALL BE 4 FEET. B. TREES SHALL BE STAKED IN A MANNER NOT TO OBSTRUCT SIDEWALK TRAFFIC. C. IN CASE OF BLOCK-OUTS, MIN. CLEAR SIDEWALK WIDTH SHALL BE 5 FEET IN RESIDENTIAL OR 8 FEET IN BUSINESS DISTRICTS. STREET TREE STANDARDS 4. SEE SEC. 5.03. 5. TREES LOCATED WITHIN 4' OF STREET CURBS AND SIDEWALKS SHALL HAVE ROOT BARRIERS PLACED ADJACENT TO AND ABUTTING STREET CURBS AND SIDEWALKS. BARRIERS OF 8' -1 o' LENGTH ARE TO BE CENTERED ON EACH TREE. THE BARRIER SHALL EXTEND FROM 1" BELOW TOP OF CURB FOR 18" MINIMUM, VERTICAL DEPTH. KING COUNTY PUBLIC WORKS DWG. NO. 5-009 " ---------'" ----»····--.,~ '" ---~~ .--.-~-+----+-------::-·"'.::>-.\. ____ ------------..... -----· -----~ ··-----~--·,. PRUNE DAMAGED TWIGS AFTER PLANTING------------- PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED~--SIGNIFICANT REP.LACEMENT TREE TYP. (SHOWN FOR REFERENCE. SEE C7, C8 FOR PLAN) LEGEND -PLANTING SCHEDULE ",, SE 192ND ST. / / MATERIAL AND QUANTITIES FOR THIS SHEET (SITE), LESS SIGNIFICANT TREE RETENTION PLAN & PARK GROUNDCOVER. SIZE NAME CONDITION SPACING QUANT. REMARKS -~····-·------------·· ········--·-------·----------· S89'40'54"W ;1321.64'(MEAS.) S89'40'54"W 1322.JO'(PLAT) j / ------~- ' ·, ; MAXIMUM WATER SURFACE GRASS SEED MIX PER LIST NOTES: o KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES o HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISHED GRADE o PROTECT ROOTS, TRUNK AND LIMBS FROM INJURY o BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION o REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. o FERTILIZER IS NOT RECOMMENDED. (2) 2x2 D.F. STAKES (2" DIA. TREATED POLES), PLUMB WITH ELASTIC CHAIN-LOCK 1YPE OR RUBBER GUYS TIED IN FIGURE EIGHT (NO WIRE); REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE & INSTALLATION --~ 'i!i-dlir-'11 REMOVE AT COMPLETION OF PLANTING z "" l Ct: I ~lv\ I STATE OF V\ WASHINGTON \ REGISTERED I i ::, :::, u w 0 Ct: "-"' u. 0 "" (j) "' ':L 0 "' ':L al 0 0 al "' C ·~ •;; " "' "' C. ~ ] () ~ .ii 0 C 0 z TREES: ACER PLATANOIDES 'COLUMNARBROAD'/ 1.75" CAL. 30' (TYP.) 4 STAKE & GUY ONE GROWING SEASON; NURSERY PARKWAY MAPLE B & B GROWN FOR STREET TREE USE, 6-FOOT STANDARD 12" STATIC WATER SURFACE 24"-30" PLANTING ZONE FOR NEW EMERGENT SPECIES TURF PLANTING; PROVIDE 3' DIA. "NO GRASS" TREE RING & 3" DEEP MULCH 1~1 WELL. MULCH: 1 /2" -1" SIZE HOLD BACK FROM TRUNK 8" TO 1 O" O'.'. "" 0 "' z ~ (j) [:;:j (j) (j) "' -' ~ LAND~ ARCHITECT ~~ ~cC;ORY =-; CERTIFICATE NO. 504 (VAIJD ONLY \\1TH SIGNAi\JRE) I I PRUNUS SERRUIJ\TA 'KWANZAN'/ 1.75" CAL. AS SHOWN 13 STAKE & GUY ONE GROWING SEASON; NURSERY KWANZAN CHERRY B & B GROWN FOR STREET TREE USE, 6-FOOT STANDARD PSEUDOTSUGA TAXIFOLIA / DOUGIJ\S FlR (SHOWN FOR REFERENCE) 0 THUJA OCCID. 'WOODWARDII' / 18" -24" 4' 42 HOLD 3' FROM BORDERS WOODWARD GLOBE ARBORVITAE B&B/CONT. REFER TO SIGNIFICANT TREE RETENTION PLAN, C7 & CS OF 8 .. __ 1' MAX. DEPTH (SOFT RU;ili,L __ 2' MAX. DEPTH (SPIKE RU2ti2_ __ 3' DEPTH (HARDSTEM BULRUSH) BOTIOM (DEEP WATER PLANTS) DEAD WATER STORAGE ELEV. •• POND BOTTOM 12"-18" PLANTING ZONE I-+- TYPICAL MAXIMUM GROWING DEPTHS NOTE: *' SEE CIVIL DRAWINGS FOR ELEVATIONS. TYPICAL DRAINAGE POND PLANTING SECTION NOT TO SCALE FINISHED GRADE .·.·. ' '' . PREPARE PLANTING BED PER SPEc'S; AT MIN., LOOSEN AND MIX~.,.d.".11, ~-'- SOIL TO 18" OR DEPTH OF ROOTBALL AND 4 TIMES BALL DIA. REMOVE ALL WRAP TIES AND CONTAINERS SCORE ROOTBALL AND WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS. SPREAD ROOTS INTO EXCAVATION. SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL- PENETRATION TO 24" DEPTH Deciduous Street Tree Detail (8 and 8, Less Than 3" Dia.) SCALE: NONE KING COUNTY D.D.E.S. Review Engineer Completion Date Review Engineer Completion Date JAMES H. SANDERS, P.E. Approval Date DEVELOPMENT ENGINEER Comments: w a.. z c) 0 ~ en 0 w z <( a: ..J 0 w ~ a: ~ ..J w-wO g: ~ I-::? w a: w ~ ~ ,, C aS .iii i= ::? t5 <( ~ I I ~ b 0: ..- w j en -(0 ::? 0 0: ij <{ I C\I Cl) ... ~ • .0 E 5 ~ :, • z " .c .0 ;: "' 0 , j a.. ti: 0 I en ::? <( z -I ~ a: LO ~ O> ~ ~ N I ~ O> I (0 en C? -::? -~ <( ::? ~ ::? -<( en V, .w (!) u Z> -0:: Zw 3 Vl C. .t CJ 'z zw :5 ::; z ·O (!) 0:: z--> 0:: z l::l w z . -(!) (!) z z-w j>;j ~ 6: > ::, u Vl C\I! I -0 :::i N A ~ 0 ~ u 0 E .D 0 C0 II - © 0 0 (j) <D 0 0 N -.... tj- 0 ... c,1 -/ w 0 g / [L 0 0 0 0 0 0 0 0 0 0 0 0 EXPANSION JOINT -s;-------1 0 0 0 0 RATHINAM SHORT PLAT GRADING AND STORM DRAINAGE PLAN LOCATED IN THE S.W. 1/ 4 OF THE S.W. 1/ 4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST ANCHOR BOLT PATTERN PER N.D.C.B.U. PEDESTAL TEMPLATE 34 ~- OT 7 1'-4" ; 4 . SEE NOTE NO. 2 1'-6" FRONT 6" -1 . ; " OTES: SEE NOTE NO. 2 1. SEE SEC. 5.04. 2. INSTALLATION OF N.D.C.B.U. (INCLUDING CONSTRUCTION OF BASE) WILL BE DONE BY U.S. POSTAL SERVICE. 3. SEE SEC. 3.04 FOR JOINT REQUIREMENTS. NEIGHBORHOOD MAILBOX UNIT NTS CATCH BASIN TABLE: C~1, lYPE I C8#6, lYPE I , STA: 13+11.35, 21.00 LT RIM=501.89 ' . ' W ROLLED VANED GRATE SA. 12+32.51, 11.50' LT RIM=505.76 IE=502.76 (E) IE=49B. 1 B (N,E,W) 505 i CB#2, lYPE I W/ ROLLED VANED GRATE STA: 12+32.51, 11.50' RT RIM=505.76 CB#7, lYPE I STA. 13+21.09, 21.00' LT RIM=501.71 IE=497 .99 (N,E,W) MIN. 5'-0" CLEAR WIDTH MOUNT ON PED TAL PROVIDED WITH N.D.C.B.U. UNIT L..----,,--EXPANSION JOINT. . . . 11 -6" LOW POINT ELEV = 503.91 LOW POINT STA = 10+65 PVI STA = 10+60 . ,· ·: PVI ELEV,;;, 50:t61. AD. ;;, 5,00 : K :aa '10.00 : . · · 50.~· VO · · · IE=502.57 (W,S) CB#B. lYPE I 500. ~J. O,t .·. ""''" 1. COMMERCW./INDUSTRIAL ORIVEWA'l'S WIOER 1IW4 36' MAY BE APPROVED B'I' l1iE ENGINEER COHSIDERIG TIWAC !W't1Y H«l NEEDS Of THE AC1MlY saMD. ALL COMM£RCIAI./INDUSYMW. DRIVEWA'l'S SlW.L K\VE Nt EXPN§ION JOINT LOCl,TED MID-WIDlH, SEE: SEC, 3.04, 2. SEE SEC. J.01. 3. SEE S£C. 4.01 FOR SURF'ACINO REQUIREMENTS. CURB AND GUTIER SECTION DRIVEWAY NTS PVI STA = 11+20 . PVI ELEV = 504.61 ... · · A.D. =' ~0.95 .. : : : K "' S2.44 · · · · · 50.00' vc ~ ~' : +: m: . ::. ~: . tii· t.i.f .. ·~· ~· · • 117TH PL SE PROFILE I • . . : :-t:-·aa-,o-.-H-)_1_''.=-5-:v-: .-------------·······:··•·····•··• 505 1,05% ·.: .. · ... 500 / FOUND 1 /2" (?EB.AP ,-, / 1 --@@~o--,--/~,,~"~'""'-- AND CAP LS /I i 8_913 0. iO' W, & LO' S. or: CALr_~3 D COfrNER ..... Ci ,.· I LOT 8 p~ ~u ~~;: ll)f,Q i / \ \ / I ! \ \ \ \ \ I ' / 15 ' \ \ ' \ FLOWLINE (lYP.) 6" PVC Tl @ 1.0% MIN. SLOP FOR CONNECTION TO ROOF AND FOOTING DRAINS (lYP .) O• ' . A \ \ 0 0 + "1 - \ \ 12\, CB- / _./ \ ., 0 / \ i· 0 ' + 5' SIDEWALK / / ~~: ; O)~ il--~------------,-------;-------11 "'; lex, CONCPCTE ! ROLLED CURB iND GUTIER FAk'ENI PARCEL NOTE ~ r T1~ BE DEMCL.!SHED rJ PER DET~(l THIS SHEET . ; ,i~, 1ll2 , , ! ,\ i otA:i;~~fo}'.1rJ\ .. *· ! SHED 7' EA\/E / 6" PVC TIGHTLINE @ 1.07,i MIN. SLOPE FOR CONNECTION TO ROOF/ AND FOOTING 1 DRAINS (lYP .) ' i:() ('• r 5' PRIVATE DRAINAGE EASEMENT STRUCTURES ('\) ! j ~-?· ~! '}:,f TO BE PEM(.Y/EO. 1 FY. HOUSE \ \ .,. ,, 0 ,,, .. 0 + 2 • CB#3, lYPE I W/ ROLLED VANED GRATE STA: 10+65.00, 11.50' RT RIM=503.70 CONNECT TO EX. SD PIPE STA. 13+52.95, 22.67' LT RIM=500.89 IE=497.77 . : '.: : :'\-J~~---· . Oi12d=====i=~Ptj~~~%=· fS:Ef1==9° fk 16 · 12 · · D .@. · :·:;CB21YPE1 ..... . -. ... r 1,.J' EAVE ' Ill \)' ·o ,, CONSTRUCT HANDICAP (ICCESS RAMP. PER DETAIL THIS 'SHEET. CENTER OF ' RAMP AXIS TO COINCIDE WITH CENTER OF CURB RETURN ARC, ( IE=500.51 (N,W) ~ 4, lYPE I W ROLLED VANED GRATE A: 10+65.00, 11.50' LT RIM=503.72 IE=500.72 {E) CB#5, lYPE I STA. 11+17.08, 21.00' LT RIM=505.87 IE=502.B7 (E,W) CB#9, lYPE II -48" W/ BIRDCAGE STA: 13+21.02, 62.81' LT RIM=501.30 IE=499.30 MH#10, lYPE II -54" W/ JAILHOUSE STA: 13+21.02, 62.81' LT RIM=502.00 IE=498.20 CALL BEFORE YOU DIG: 1-800-424-5555 KING COUNlY D.D.E.S. Review Engineer Review Engineer JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: UTILITY CONRJCT NOTE• CAUTION• Completion Date Completion Date Approval Date 4951 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTIU1Y LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVllY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMrrs TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOK, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPDNSIBILllY OF THE CONTRACTOR. 12.17 LT:·.·~ .. NOTES: · · , ST, 12+32.51; 12,17 · RT · · · · · ' RIM=505;84 · . . ;1r,.,501.11. · : : 24 LF 12" SD @; 0.50% .. 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 USING TRUNCATED DOME PATTERN PER DETAIL SHEET C6. 4" CEMENT CONCRETE 1 '4 •• I f-S-ID_rn_m __ AN_~_RAM.,., ~~. -.-•• -.-. ->-.--.. • . , :-1-Li 1 ~/),'. /> / CEMENT CONCRETE SIDEWALK TRANSITION TO ASPHALT SECTION A-A NTS ; 49 ~ROVIDE TRANSrrlON FROM CONCRETE WALK TO ASPHALT PER DETAIL THIS SHEET, SE 192ND ST. CONSTRUCTION ALIGNMENT START POINT N 5001.8477 E 5330.4281 515 ! \ ,. ' . ' '6.5' SIDEWALK :o q l i(j PARK \ 20' R/W DEDICATION / ' ' \ NEW CHANNELIZATION PER SEPARATE PLANS ROAD "A": STA. o+oo SE 192ND ST.: STA. 11 +67.97 CB 5, TYPE 1 ....... : : STA: 11 +17.0a; 21.:00' Lt . SE [192ND ST.• PROFILE • • · · RIM=505,87 iE:;,502.lli (E,W); . . . MATCH EXISTING OR PROPOSED SURFACE ASPHALT CONCRETE . . : : : : i'.'=3:0}1 10+00 I i ' ' if / I I I I I I 6" PVC TIGHTLINE @ 1.0% MIN. SLOPE FOR CONNECTION OF ROOF AND FOOTING DRAINS (lYP.) 12 UNrr CSU PER DETAIL THIS SHEET \ :6 \ \ \ \ \ 9 . . . : . . . . ! . . . . i . . . , . 0 ' \ I I 15 ; i I 30=-----.=,60. L )T 7 ·0,9'.+ 'i' Q '-0 ) -o. CH, G t!) (.!) O.~ a.. D.. a.. 0.. a.. :c :J: :c :c :c ~ r..or 9 39 LF 12" SD @ 0.54% REMOVE EX. CB ·· ···· · ·-ce1r APPROXIMATE LOCATION OF EX. TYPE I CB CONTRACTOR TO VERIFY LOCATION AND ELEVATIONS PRIOR TO CONSTRUCTION IE=±497.00 ················"',= ··-··-·--·· \_±90 LF EX. 12" SD EX. UTILllY POLE TO .Ml,/ BE RELOCATED. l/V COORDINATE WITH P.S.E. CURB AND GUTTER DRIVEWAY PER DETAIL THIS SHEET .................. Llcr:l,~~ .. 11:? .. ~ . : .~ •. j2,<'_e.1//,?e:~ : : : : : : : : : .•..• 510 :sos ·····500 ~ 1l E :, z .0 .ii ~ z :E ~ cc :s -::ii! cc <( :c Cl) :s 6 ,lilll ·~ 0 ~ :r: :r: ::, 0 C • ~ l .c [/) en .w (!) (.) z--> z 0::: zW :5 en !l.. :.! o!z zw ::s :::;; z ·O (!) 0::: z--> 0::: z Ww w z . -(!) (!) z t5 i';:i ~~ >::::, u en co ~ 0 N 0 £ .; I .,,. ,o N w I .,,. V 0 V (/) c-o 0 N "' co N "' 0 / w 0 0 0 / [L '· I \ R'"-.\1\ S\Of\.\ RATHINAM SHORT PLAT DETAILED SIGNIFICANT TREE RETENTION PLAN and REPLACEMENT PLANTING ----=-_____.-=-:-:-:.--o~ I si\NIFICANT TREE REPLACEMENT GFpWING EASEMENT I ' RlLACEMENT TREE, TYPICAL CALL BEFORE YOU DIG: 1-800-424-5555 llTILJTY CONR..ICT NOTE: CAllTIQN: I, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, ANO DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES ANO SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-B00-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAD UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION ANO ARE SUBJECT TO VARIATION. IF CONFILICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION, CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LANO SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 96504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LANO SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. LOT 8 ~ 1' 15' i' LOCATED IN THE S.W. 1/ 4 OF THE S.W. 1/ 4 OF SECTION 33, TOWNSHlf 23 NORTH, RANGE 5 EAST l ' \ I T-\ ~' \ <\ ~. I <'fi\ ' ·1 ,, \ --.. ··-·· -- ~~· ------- ~ ··-~.- -.... ·-s:: 1"=30' 0 ~ SIGNIFICANT TREE REPLACEMENT GROWING EASEMENT 60 J S. 55T S 200TH ST. SE 0 VICINllY MAP SE 192ND ST. SITE NTS BOULEVARD LANE PARK SIGNIFICANT TREE INVENTORY and CALCULATIONS Si Si Si iii Sa :g uuu:cu (.) :::::E>>:::E> CO~::::i:CCI~ ~ :J:UU::J:U "' --,.-, t0 0 tO LO LO ~a~~! ~5a$~ ----+-I T-13: NON-SIGNIFICANT TREE TO BE REMOVED, 1 TOTAL (2 1 O" ALDERS) ® SIGNIFICANT TREES TO BE REMOVED, 53 (EQUIVALENT) TOTAL THE FOLLOWING TREES LIE WITHIN UTILITIES, R.O.WAYS, OR V'""-SIGNIFICANT TREE REPLACEMENT GROWING EASEMENT A BUILDING PADS. SIGNIFICANT TREES TO REMAIN, 27 (EQUIVALENT) TOTAL CJ::!. T-1: 30" LOCUST Robinia pseudoacacia T-2: 18' FIR Pseudotsuga menziesii TAG # .1 I. T-7: T-9: T-10: T-11: T-12: T-35: T-40: T-41: T-42: T-43: T-44: T-46: T-47: T-3: 24" FIR Pseudotsuga menziesii CREDrTS: T-4: 30" LOCUST Robinio pseudoocacia DESCRIPTION CONDITION SIZE, SHADE T-5: 30" LOCUST Robinia pseudoacacia :,o• l:OC~3'f .. 1'obh1lu pseadoocacJo tMod, ove1 ;, f\.O.h. 2 & T-6: 18" LOCUST Robinia pseudoacacia 12" LOCUST Robinia pseudoacacia Good 1 T-B: 3 12"-24" MAPLES Acer macrophyllum 13" LOCUST Robinia pseudoacacia Good 2 T-14: 12" ALDER Alnus rubra foregonal 18" CHESTNUT Aesculus hippocastinum Fair 2 T-15: 12" ALDER Alnus rubra oregona 32" LOCUST Robinia pseudoacacia Robinia pseudoacacia 2 T-16: 18" ALDER Alnus rubra oregona 26' FIR Pseudotsuga menziesii Good; Split leader 2 T-17: 2 18" MAPLES Acer macrophyllum 22' MAPLE Acer macrophyllum Good 2 T-18: 24' MAPLE Acer macrophyllum 13' ALDER Alnus rubra (oregonal Fair 2 T-19: 16' ALDER Alnus rubra (oregona) 15' ALDER Alnus rubra oregona Fair 2 T-20: 18" ALDER Alnus rubra (oregona) 20" ALDER Alnus rubra oregona Fair 2 T-21: 12" MAPLE Acer mocrophyllum 16' MAPLE Acer macrophyllum Good 2 T-22: 14' ALDER Alnus rubra (oregona) 1 B' MAPLE Acer macrophyllum Good 2 T-23: 13' MAPLE Acer macrophyllum 18' COTTONWOOD Populus trichocarpa Good 2 T-24: 12" ALDER Alnus rubra oregona 36' FIR Pseudotsuga menziesii Fire damage -. . 2 .I:),. T-25: 12' ALDER Alnus rubra oregona eREJl9'S ffl'l'AL :i:, ill -··T-26:-·12'· ·ALDER · Alrius··ruura orngona CREOrTS TOTAL-25 T-27: 2 18" ALDERS Alnus rubra oregona T-28: 12' ALDER Alnus rubra oregona T-29: 14' ALDER Alnus rubra oregona T-1 REMOVED FOR NEW SEWER, 12/ 4/06. & T-30: 20" ALDER Alnus rubra oregona T-31: 14" MAPLE Acer macrophyllum T-32: 12' MAPLE Acer macrophyllum T-33: 14' ALDER Alnus rubra (oregona) T-34: 16' ALDER Alnus rubra (oregona) T-36: 16' MAPLE Acer macrophyllum T-37: 18' FIR Pseudotsuga menziesii T-38: 32" COTTONWOOD Populus trichocarpa T-39: 24" COTTONWOOD Populus trichocarpa T-45: 2 24' COTTONWOODS Populus trichocarpa CALCULATIONS SITE AREA-2.25 ACRES 53 __ ,,... ~ -~---~-~~-~.~------------- ........... ·-·-··--···-Fx.--ASPNp(f·---~:;;;l:·-···· ,.:.:1 • TOTAL TREES INVENTORIED (SIGNIFICANT & OTHER)- TREES LOCATED IN R.O.W., OFF-SITE, ACCESS, SIZE & UTILITY INFRASTUCTURE EXCLUDED FROM COUNT- SURVEYED TREES IN PERIMETER LANDSCAPE AREAS- SURVEYED TREES LOCATED IN INTERIOR LOT AREAS- QUALIFYING SIGNIFICANT TREES- (34 TREES) 15 TREES 4 TREES SEE SHEET C7 OF 8 FOR COUNlY NOTES, DETAILS AND SPECIFICATIONS FOR SIGNIFICANT TREE RETENTION, PLANTING, and MAINTENANCE OF SIGNIFICANT TREES and, REPLACEMENT TREES. REPLACEMENT TREES NAME Abies grandis / Grand Fir Abies lasiocarpo / Subolpine Fir Calocedrus decurrens / Incense Cedar Thuja plicata / Western Red Cedar Tsuga mertensiana / Mountain Hemlock . NOTES: 1. Trees to have a minimum caliper of 3" (7'/B' height, typical). 15' spacing, minimum. 2. See County Notes (C7 of 8) for planting and maintenance requirements. 3. The above list based on species native to W. Washington. List is evergreen conifers due to availability, transplant survival potential, and compatibility to urban maintenance. SIGNIFICANT TREE RETENTION REQUIREMENTS/PLAN: PERIMETER LANDSCAPE: INTERIOR BOUNDARIES AT 100 PERCENT RETENTION- PROPOSED RETENTION - STREET PERIMETER -1 TOTAL; AT 75 PERCENT RETENTION- PROPOSED RETENTION - AREAS INTERIOR OF PERIMETER LANDSCAPE- 11 TREES 1 TREE RESIDENTIAL ZONE (R-6) RETENTION AT GREATER OF: . 1. 20 TREES PER ACRE -2.25 ACRES x 20 = 45 TREES 2. OR, 10 PERCENT OF SIGNIFICANT TREES-10% x: 19 = 2 TREES 19 11 TREES 1 TREE USE: 45 TREES TREE CREDITS- CREOITS: 1) 2:1 RATIO (SIZE)-9 x 2; 2) 1 :1 RATIO-1 x 1; SUBTOTAL-19 TREES CREDITS: 1) 2:1 RATIO (SHADE)-4 x 2; SUBTOTAL-8 TREES TOTAL SIGNIFICANT TREES REQUIRED-45 TREES TOTAL SIGNIFICANT TREES RETAINED (WITH CREDITS)-27 TREES REPLACEMENT TREES REQUIRED: , 1 B TREES 3• CALIPER OR GREATER AT 2" DBH CREDIT PER 1" -18x12= (216/2)/3= 36 TREES (MAX.) LESS THAN 3" DBH AT 1:1 RATIO CREDIT-: 18x12= 216 CALIPER INCHES (REQUIRED SIGNIFICANT TREE IS BASED ON 12-INC~ DIAMETER EACH, FOR REPLACEMENT.) REPLACE TREE ''1'-1" AT 2) 3" CALIPER (12/4/06) 38 TREES (MAX.),&. STATE OF WASHINGTON REGISTERED LAN~~HITECT ~ £;=~Ru CERTIFICATE NO. 504 (VALID ONLY WITH SIGNATURE) KING COUNTY D.D.E.S. Review Engineer Completion Review Engineer Completion Date Date JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: Approval Date ~ a u (/) ii 'C " C ,',! ~ " C, i!: ::, 0 (./) ~ <( z -~ a: <( _J -:::i.: a: <( I en :ii C 0 N 'C 0 :c ~ C ~ e C ~ I b .... w en (0 0 ij C\I b "' II • - I ] u • .c u ~t\ ::,()j ' ,q' X 0~ ~8 .. 'q' " .0 E ..... :, co z .0 :i=: 0 ., ~ " " .c (/) LO 0 co 0) co 0) <( N ~ I ~ m I C? en -:::i.: -LO <( ~ :::i.: -~ <( en 8 '2 ~ I 'C ~ e a. a. < ~ z ~ 'S C VJ .w (.!) u z--6< ZW ~ VJ 0.. ;i Cl>-z Z ::5 ~ z •O (.!) I>'. z--> I>'. z i:::l"' z . -(.!) (.!) z as ~ :! 6< >::, u VJ co! ~ 0 co 0 u E w u 0 L .a N ~ I ~· N \ c 0 L u u E .a 0 "' I' w 0 u Ul '° 0 0 N ..... "' 0 ..... N ~ ill E f-~, ill -0 0 ,:;. 0 0 0 C: 0.. /'.. 1 ',' ! f ; • l·;.' i ' I 'i ,,. i < ;-: ' /, ROOTED & CONTAINEFi PLANT MATERIAL -- INSTALLED THROUGH ~ROSION CONTROL MAT PERMANENT WATER LEVEL FOR SCIRPUS SPECIES. EXPOSE STEMS 6" DEEP PREPARED ORGANIC SOIL EROSION CONTROL MAT: AMERICAN EXCELSIOR "CURLEX SINGLE NET" OR EQUIVALENT. (3) 6"x1" STAPLES PER SQ. YD. Erosion Mat/Deterrent Planting Section SCALE: 1: 1 ... I L .......... ----~'<- ! CJ I T·46 I \ / / I I ! ! ' \ \ 3 \ \ \ i I LEGEND -PLANTING SCHEDULE / / I / I j I -----·---~---------- RA THINAM SHORT PLAT STORM ~ACILITY PLANTING REQUIREMENTS: -~ ---c: ---.......... r ;;· ( ,/\ / \ ·1 \ i "' <( "' 0 <( 0 a: 5' Ml ; .----~-------- /j i) ~··-·······-·· 12-=:::r-:'' ~ 1"=20' 20 -41 ; 40 J =::;t J\ \ / -a ' SIGNIFICANT REPLACEMENT(~EE 1YP. (SHOWN FOR REFERE1'fCE. SEE C7, C8 FOR PLAN) ,--~----.. ' ---·------·--···-::.::::c::~"..-'- SE 192ND ST. \ \ I \ \ \, I \ 1 STREET TREE PLANTING NOTES: 1. STREET TREES WITHOUT PERMANENT IRRIGATION SHALL BE INSTALLED DURING DORMANT SEASON (NOV. 1 TO MARCH 1) AND SHALL REQUIRE SUPPLEMENTAL WATER DURING SUMMER MONTHS (JUNE 15 TO SEPT. 15) FOR THE FIRST SUMMER GROWING SEASON; TO INCLUDE 7 GALLONS WATER PER WEEK PER TREE. WATER IS INCIDENTAL TO THE MAINTENANCE CONTRACT. 2. TREES TO BE LOCATED NO CLOSER THAN 1 O' FROM DRIVEWAYS, 15' FROM STREET LIGHTS, 5' FROM FIRE HYDRANTS AND UTILITY VALVES-METERS; AND, 1 O' FROM STORM FACILITY INLETS-OUTLETS. REFER TO K.C. DWG. 5-009 FOR ADDITIONAL STANDARDS. 3. PER REVISED K.C.RD.STD'S. 5.11, STREET TREES PLACED WITHIN 4-FEET OF OF BACK OF CURB AND/OR EDGE OF SIDEWALK SHALL INCLUDE ROOT BARRIERS, PER K.C.P.W. DWG. NO. 5-009. WHERE FEASIBLE, AND AS NOTED ON THE PLANS, STREET TREES ARE TO BE LOCATED NO CLOSER THAN 5-FEET ON-CENTER FROM THE ABOVE NOTED PAVING ELEMENTS. STREET TREE SPACING IS 40'. GIVEN PROJECTED DRIVEWAY CURB CUTS AND LIMITATIONS OF UTILITIES SEPARATIONS, TREES ARE SPACED AS FEASIBLE WITH QUANTITY EQUIVALENT TO 40' SPACING. 4. PLANT LIST AND QUANTITIES ARE SPECIFIC TO THIS SHEET. ! / f I I / THE POND BOTIOM AND SIDE SLOPES SHALL BE SEEDED; AND IRRIGATED ONLY TEMPORARILY BEIWEEN AN INSTALLATION TIME OF MID-MAY THROUGH FIRST WEEK OF SEPTEMBER. 1) STORM WATEH TRACT "LOW-GROW" SEED MIX. (120 POUNDS/ACRE) PORTIONS ABOVE PERMANENT WATER STORAGE. PERCENTAGES BY WEIGHT. SEED NAME DWARF TALL FESCUE DWARF PERENNIAL RYE "BARCLAY" RED FESCUE COLONIAL BENTGRASS (DRY SLOPES) REDTOP BENTGRASS (WET AREAS) PERCENTAGE OF MIX 37% 30% 25% 5% 3% ABOVE SPECIES WILL NOT TOLERATE MORE THAN A COUPLE WEEKS OF INUNDATION, 2) POND EMERGENT WETLAND VEGETATION. INUNDATION 1 TO 3 FEET. BARE-ROOT SEEDLINGS; 18"/24" SPACING PROVIDE EROSION/GOOSE DETERRENT MAT FOR FOLLOWING PLANTINGS. PLANTING IN APRIL OR MAY SHOULD IMPROVE SURVIVAL IRRIGATE PER HYDROSEED REQUIREMENTS. SEED FORMS TO BE BROADCAST PRIOR TO MATIING AND HYDROSEEDING. A SOURCE: FOURTH CORNER NURSERY, 800.416.8640/FAX: 360.592.4323 SYMBOL SPECIES • CAREX OBNUPTA · .... ~ BECKMANIA SYZIGACHNE 1058 SF SCIRPUS ACUTUS 2900 SF JUNCUS ENSIFOLIUS ~! SCIRPUS MICROCARPUS l/;;:1 CAREX AMPLIFOLIA JUNCUS TENUIS 3) EMERGENT WETLAND VEGETATION. ~1242 . .sE_ i + + + + + + + + + +J SPARGANIUM EMERSUM [: '.::::::: :! G~~~:~U=~~M) NYMPHAEA ODORATA 4' PROXIMITY _ __,,:.__,.- TO CURB/SIDEWALK INSTALL 8'-10' ROOT BARRIER COMMON NAME SLOUGH SEDGE WESTERN SLOUGHGRASS HARDSTEM BULRUSH DAGGERLEAF RUSH SMALL-FRUITED BULRUSH BIGLEAF SEDGE SLENDER RUSH SPACING QUANT . MAX DEPTH 24" 100 LOWER ELEVATION 18" 100 18" 112 EXPOSE STEMS 5 GRAM~ SEED THROUGHOU T NG , EMERG. PLANT! 18" 100 EXPOSE SCIRPUS 24" 50 -1 STEMS ABOVE 18" 75 WATER LEVEL INUNDATION GREATER THAN 3 FEET. BARE-ROOT SEEDLINGS. 24" DENSITY. NARROWLEAF BURREED REED MANNAGRASS WHITE WATERLILY 24" 24" 24" 160 75 75 SPRING PLANTING TO 3' DEPTH HIGHER ELEVATION TO 3' DEPTH FIRE HYDRANT OR UTILITY POLE SIDEWALK NEXT TO VERTICAL CURB 10' MIN. 50' MIN. PLANTING STRIP 50' MIN, ~~ 10' MIN. TYPICAL NOTE 1.-~-~ '---8'-10' ROOT BARRIER TYPICAL (SEE NOTE 5.) VERTICAL CURB LINE NOTES: AT INTERSECTION I I 1. TREES SHALL GENERALLY BE PLANTED BACK OF THE SIDEWALK. ( ' "?;;;;() /i,% (,a:;,:_;;="02.~~-:::: ---·-'~-----~-~ PLANTING STRIPS WILL BE APPROVED ONLY AS PART OF A LANDSCAPING PLAN IN WHICH PLANT MAINTENANCE, COMPATIBILITY WITH UTILITIES, AND TRAFFIC SAFETY ARE DULY CONSIDERED. 2. IF PLANTING STRIPS ARE APPROVED: A. MIN. DISTANCE FROM CENTER OF ANY TREE TO NEAREST EDGE OF VERTICAL CURB SHALL BE 4 FEET. B. TREES SHALL BE STAKED IN A MANNER NOT TO OBSTRUCT SIDEWALK TRAFFIC. C. IN CASE OF BLOCK-OUTS, MIN. CLEAR SIDEWALK WIDTH SHALL BE 5 FEET IN RESIDENTIAL OR 8 FEET IN BUSINESS DISTRICTS. STREET TREE STANDARDS 3. ON BUS ROUTES, PLANS SHALL BE COORDINATED WITH METRO SERVICE PLANNING. PHONE 684-1622. 4. SEE SEC. 5.03. 5. TREES LOCATED WITHIN 4' OF STREET CURBS AND SIDEWALKS SHALL HAVE ROOT BARRIERS PLACED ADJACENT TO AND ABUITING STREET CURBS AND SIDEWALKS. BARRIERS OF 8' -1 o' LENGTH ARE TO BE CENTERED ON EACH TREE. THE BARRIER SHALL EXTEND FROM 1" BELOW TOP OF CURB FOR 18" MINIMUM, VERTICAL DEPTH. KING COUNTY PUBLIC WORKS DWG. NO. 5-009 PRUNE DAMAGED TWIGS AFTER PLANTING------------~ PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED--~ NOTES: ---'~U ............ , ...... ,-, .. -........................................... ·-·---·, ---· ---····· ... . .............. ·-·---·-······................. . .......... ·-····----.. ·---__ ........................... -........ --,--.. S89"40'54"W ;1321.64'(MEAS.) S89"40'54 "W 1322.JO'(PLAT) o KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES I / ·--···---- / / / o HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISHED GRADE o PROTECT ROOTS, TRUNK AND LIMBS FROM INJURY o BACKFILL TO BE SETILED USING WATER ONLY - NO MECHANICAL COMPACTION o REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS o FERTILIZER IS NOT RECOMMENDED. (2) 2x2 D.F. STAKES (2" DIA. TREATED POLES), PLUMB OF MATERIAL. MATERIAL AND QUANTITIES FOR THIS SHEET (SITE), LESS SIGNIFICANT TREE RETENTION PLAN & PARK GROUNDCOVER. WITH ELASTIC CHAIN-LOCK TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT (NO WIRE); REMOVE AFTER ONE GROWING SEASON ~lv\, STATE OF NAME SIZE CONDITION SPACING QUANT. REMARKS MAXIMUM WATER SURFACE GRASS SEED MIX PER LIST PROTECTIVE WRAPPING DURING SHIPMENT TO SITE & INSTALLATION --, '!l~..--ajj REMOVE AT COMPLETION OF PLANTING (/) ~o V\ WASHINGTON \ REGISTERED C 0 ! ] 0 • TREES: ACER PLATANOIDES 'COLUMNARBROAD'/ PARKWAY MAPLE 1.75" CAL. B & B 30' (TYP.) 4 STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, 6-FOOT STANDARD STATIC WATER SURFACE 12" 24"-30" PLANTING ZONE FOR NEW EMERGENT SPECIES TURF PLANTING; PROVIDE 3' DIA. "NO GRASS" TREE RING & 3" 2 S1e DEEP MULCH 1~1 WELL. MULCH: 1/2" -1" SIZE 'iD ~ HOLD BACK FROM TRUNK s" TO 1 o" i" -,'~~~~~!'! ~111111liV) ~ LANDS:, ~RCHITECT ~ BRUCE McC;ORY ~ CERTIFICATE NO. 504 0 PRUNUS SERRULATA 'KWANZAN'/ KWANZAN CHERRY PSEUDOTSUGA TAXIFOLIA / DOUGLAS FIR (SHOWN FOR REFERENCE) THUJA OCCID. 'WOODWARDII'/ WOODWARD GLOBE ARBORVITAE 1.75" CAL. B & B AS SHOWN 13 18" -24• 4' 42 B&B/CONT. STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, 6-FOOT STANDARD HOLD 3' FROM BORDERS REFER TO SIGNIFICANT TREE RETENTION PLAN, C7 & CS OF 8 .. __ 1' MAX, DEPTH (SOFT RUfil:IL __ 2' MAX. DEPTH (SPIKE RU2':iL __ 3' DEPTH (HARDSTEM BULRUSH) BOTIOM (DEEP WATER PLANTS) DEAD WATER STORAGE ELEV. •• POND BOTIOM 12" -18" PLANTING ZONE TYPICAL MAXIMUM GROWING DEPTHS NOTE: ** SEE CIVIL DRAWINGS FOR ELEVATIONS. TYPICAL DRAINAGE POND PLANTING SECTION NOT TO SCALE FINISHED GRADE ..r · ' PREPARE PLANTING BED PER SPEC'S; AT MIN., LOOSEN AND MIX~ _ -;·? SOIL TO 18" OR DEPTH OF ROOTBALL AND 4 TIMES BALL DIA. REMOVE ALL WRAP TIES AND CONTAINERS SCORE ROOTBALL AND WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS. SPREAD ROOTS INTO EXCAVATION. SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL- PENETRATION TO 24" DEPTH Deciduous Street Tree Detail (8 and 8, Less Than 3" Dia.) SCALE: NONE (VALID ONLY 111TH SIGNATURE) KING COUNTY D.D.E.S. Review Engineer Completion Date Review Engineer Completion Date JAMES H. SANDERS, P.E. App rova I Date DEVELOPMENT ENGINEER Comments; w a.. z~ Q Cl) ~o wz cc <( 0 ..J w~ cc - h ..J w-w () g: i1: I-::E w cc WO ~ 65 j -I ~ cc <( ..J -::E ~ I Cl) ail :cl i e C "O C: as ] ~ .c 0 -• ~ f/) .w (!) c;, z--> ztl'.'. zW ::s f/) a.-' j'5 Oz Zw ::s :::;; z -o (!) (l'.'. z--> 8S z WW z --(!) (!) z z-wc;:; ~ 5: 2: ::, c;, f/) V • N c 0 ~ V 0 E D 0 n II ru 0 0 (/) / "' 0 0 0 'o / :JI ; i .i '.:;.·1· •• _f I ,, 11:· 'i ;.') '' 1· f/ . ' I \ 'I' ,-. ' ' ,, ' I I \)f --~- RATHINAM SHORT PLAT SIGNIFICANT TREE RETENTION PLAN and REPLACEMENT PLANTING LOCATED IN lHE S.W. 1/4 OF lHE S.W.1/4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST ti : F UNO 4"X 4" CON . MON, W TOP BROKEN 1.06 w. & 0.52 $, OF CALC D CORNER "' i ::; . <>' LOT ? 2' ABOVE GROUND ~ I' Ill " \1' ffNCE COR. ! '± W.; .·,'' \. \ o & 0.50 ± N. OF ROP, COR ' ;H FENCE COR, IS 0.9'.± S. _, \ II, 'D 1 1 2" IRON PIP£ 0.27'· W. \ '.'_! N89"51'0J'! JJO.J4'(PLAT) & 1.7'± W. OF PROP. COR'-. \~ .;5' s. OF CAJ.~ I~ ~~R~f:" -~. ··,.._.~:;:!Ip..· 'aa·;;;;1'·' .. -=-.11.-..-;;;;aln;;;~,;JaOa=··;J"'Ol;;·';;;-;;;;05!,;---;;;-;;;.!;l.'·1;;;;;;~0;;;;;;;.IOi,;;';;;''"';.I'" il,;"";;;"";;;;'""ll.;.a;;;.,i,;;;;; .. ~·~~~50~~·5~1"£;E .. ,i .. :JJ~ ... fO:~~~.J~CA1.~C~'D~~ ................. .._,,... ___ _,::/~...,. ..... ~~· ,,, -~- ,,,fOIJND .J./21' REBA({ AND CAP LS 18.91:3 0, 10' w. . 1.()' $. OF CALC'D CORNER ·".-111'"1 SIGNIFICANT TREE REPLACEMEkt GROWING EASEMENT ' /[ 7' ' l I l 1"•30' LOT 7 SIGNIFICANT TREE REPLACEMENT GROWING EASEMENT LOT 8 PARENT PARCEL ARCA: 98, 008± SQ. FT. 1 2 --' ACR"'") \ .LO::r.: t~> No 'J'fi' J .. r:1: SIGNIFICANT TREE REPLACEMENT GROWING EASEMENT / I ) Q' (..1 i:'" I I g~ I :,-O:,..;, lij LOT 9 co ~ I& ji: ~8 Ii: io - -'~ ·.': '. :lj ' " \. --l-r:..+,,LiS-::7,,47'S4::+------I i /. ~: \J,IH. aL...--¥-,4+,Af:~,L-,,C,,:..ht,,-_;:.,,~~~+~r---jf-l Iii~ Iii . (j ... I , , , ·. I /.,1 · ···1:, .. °", ,, C < m, . ' · ' · Ii· I >/ I f -T"' -· 6' .. u-.,_ SIGNIFICANT TREE REPLACEMENT Jl.l.:~ GROWING EASEMENT ( !::,, ·:,'. ',.''~ I /, _,,, "'"" ·<ii \, ,:,: ,: '~"~~~ ~ ', I , \ J:' J'' ' ' =~--.. ,,,,, ' ' -·· .· ~/_.:_-¥ -?~~4;:±-~+-!--~!L____..~· .. ··•· i·'C::,,:14 \.r,,. ':--~ FENCE IS 1.4 ;± • T:;, ,\\\.. c W, OF PROP, 7.:0R. , , · ·· l.("i . -.····, REPLACEMENT TREE, TYPlcAl -- --------• J!. 510 , ~~--4!1a= = = = = = = = = =' " S,_ CALL BEFORE YOU DIG: 1-800-424-5555 UTIUJY CQNFUCT NOJB CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION1..PIMENSION, AND DEPTH OF All. EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT t11 POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CAWNG UTILITY LOCATE O 1-800-424-5555 AND THEN POTHOLING All. OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTIUTY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PL.ANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE All. PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMllS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING All. SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVflY, PURSUANT TO W/>£ 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMllS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206} 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O, BOX 47060 OLYMPIA, WASHINGTON 96504-7060 UPON COMPLEJION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL 6£ REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBIUlY OF THE CONTRACTOR. .n . b I C '"""""'' ' ' ---·~-~· EX. ASPHALTEDCE: ·. ,, ·, ' ........ ':: ... ::: ... :':.,.:".,,,,,:: .. ==::::; r. " I, 330.43'. --Q /~ \ ""-. ;' '"" ' ' v ...... c::s. L;_c__~~---/-····)"""'_____ / "''"''""'"""'"'9------S8~~~r.;:43~IJ;:~~~f~~;··--------·"'""'"'""~OUN() CONC;~Tf.~:~WNUME'd =__::_:...:::.:z.;;:. __ J;;.;EX, ... AS.QIALL£J).w. C..' -~---·'"'""""'"""'=~,,/ ____ . --,:;, --c""~""x.,,..(Ecc'~~f-H.ALT f£GE f / w<./ 1/2" B;·RASS DISK IN CASE ,' 508 50V-V ,, • • \, SIT£ 8ENCHMARK "5 7h11. CP$0~.!5 499 .55 U , SET R.R SPIKE IN U.P. 12" CPP E.".= 499.00 £L. = 505. 11 IJ.S. F££T "' SEE SHEET C7 OF 8 FOR COUNTY NOTES, DETAILS AND SPECIFICATIONS FOR SIGNIFICAKI" TREE RE I ENTION, PL.ANTING, and MAINTENANCE OF SIGNIFICANT TREES and, REPLACEMENT TREES. REPLACEMENT TREES NAME Ables grandis / Grand Ar Ables loslocarpci / Subalplne Fir Calocedrua decurrens / 1,ncense Cedar . Thuja plicata / Western Red Cedar - Tsuga mertenslana / Mountain Hemloolr- NOTES: . . 1. Tti!•• to hove a minimum Caliper of 3" (7' /8' height, typical}. 15' epacing, minimum. 2. Set County No~ (C7 of 8) for planting and maintenance requirements. 3. The above list based an sp4eles native to W. Washington. List is evergreen conifera due to C1VGlloblnty, transplonl survival potential, and compatibility to urban maintenance. OVED JE ;ro CO ITIONS .. · J}-lC{-?.ooS:- KI GCOUNTY LAND USE SERVICES DIV. ApJJkbue.tJ t!l S,eo,111 ft e.,4.~.y kce Re1eJJ.~LoM CluL7 \ '· \ SE 176TH ST • ~~·' --t--""---'-!C~~'----l------1 c$~ J s. 55 1 SE 192ND ST. BOULEVARD LANE PARK SITE VICINITY MAP NTS SIGNIFICANT TREE INVENTORY and CALCULATIONS S T-13: NON-SIGNIFICANT TREE TO BE REMOVED, 1 TOTAL '®' (2 1 o• ALDERS) · ~ SIGNIFICANT TREES TO REMAIN, 27 (EQUIVALENT} TOTAL CREDITS: ® SIGNIFICANT TREES TO BE REMOVED, ~ (EQUIVALENT) TOTAL THE FOLLOWING TREES LIE WITHIN UTILITIES, R.O.WAY5, OR BUILDING PADS. T-2: 18" FIR Pseudotsuga menziesil T-3: 24" FIR Paeudotsuga menziesil TAG # DESCRIPTION CONDITTON SIZE, SHADE T-4: 30" LOCUST Robinia pseudoacacia T-5: 30" LOCUST Robinia pseudoacacia T-6: 18" LOCUST Robinia paeudoacacla T-8: 3 12"-24" MAPLES Acer macrophyllum T-14: 12" ALDER Alnus rubra {oreganal T-15: 12" ALDER Alnua rubra oregona T-16: 18" ALDER Alnua rubra oregano T-17: 2 18' MAPLES ker macraphyllum T-18: 24" MAPLE ker macraphyllum T-19: 16' ALDER Alnus rubra (oregona) T-20: 18" ALDER Alnus rubra (oregono) T-21: 12" MAPLE Acer mocraphyllum T-22: 14" ALDER Alnus rubra (oregano) T-23: 13' MAPLE ker macrophyllum T-24: 12" ALDER Alnua rubra oregona T-25: 12' ALDER Alnus rubra oregano T-26: 12' ·1\1..DER · Alnua rubru oregona T-27: 2 18" ALDERS Alnua rubra or99ona T-1: JD" LOCUST Robinia pseudoacacio Good; over f. R.O.W. 2 T-7: 12" LOCUST Robinia paeudoacacia Good 1 T-9: 13" LOCUST Robinia pseudoacacia Good 2 T-10: 18" CHESTNUT Allllculus hippocaatinum Fair 2 T-11: 32" LOCUST Robinia pseudoacacia Robinia pseudoacacla 2 T-12: ·2e• FIR Pseudotsuga menziesii Good; Split leader 2 T-35: 22" MAPLE ker macraphyllum Good 2 T-40: 13" ALDER Alnus rubra !or99onal Foir 2 T-41: 15" ALDER Alnus rubra oregona Fair 2 T-42: 20" ALDER Alnus rubra oregona Fair · 2 T-43: 16" MAPLE ker macraphyllum Good 2 T-44: 18" MAPLE k.er macraphyllum Gaod 2 T-46: 18" COTTONWOOD Populus trichocorpa Good ': 2 T-47: 36" FIR Pseudotsuga menziesii Fire rJomoge _2,,__ __ --CREDllS TOTAL-27 T-28: 12' ALDER Alnus rubra oregona T-29: 14' ALDER Alnua rubra oregano T-30: 20' ALDER Alnus rubra or99ona T-31: 14" MAPLE k.er macrophyllum T-32: 12' MAPLE ker mocraphyllum T-33: 14' ALDER Alnus rubra (oregona) T-34: 16' ALDER Alnua rubra (oregona) T-36: 16" MAPLE k.er macrophyllum T-37: 18" FIR Pseudotsuga menzieail T-3B: 32' COTTONWOOD Populus trichOC<lrpa T-39: 24" COTTONWOOD Populus trichocorpa T-45: 2 24' COTTONWOODS Populus trichocarpa CALCULATIONS SITE AREA- TOTAL TREES INVENTORIED (SIGNIFICANT & OTHER)- TREES LOCATED IN R.O.W., OFF-SITE, ACCESS, SIZE 1k UTILITY INFRASTUCTURE EXCLUDED FROM COUNT- SURVEYED TREES IN PERIMETER LANDSCAPE AREAS- SURVEYED TREES LOCATED IN INTERIOR LOT AREAS- QUALIFYING SIGNIRCANT TREES- 2.25 ACRES 53 SIGNIFICANT TREE RETENTION REQUIREMENTS/PL.AN: PERIMETER LANDSCAPE: INTERIOR BOUNDARIES AT 100 PERCENT RETENTION- PROPOSED RETENTION - STREET PERIMETER -1 TOTAL; AT 75 PERCENT RETENTION- PROPOSED RETENTION - (34 TREES) 15 TREES 4 TREES 11 TREES 1 TREE 19 11 TREES 1 TREE ;; ] ~J\106 STATE OF I\ l WASHINGTON AREAS INTERIOR OF PERIMETER LANDSCAPE-I REGISTERED :I: 1, 20 TREES PER ACRE -2.25 ACRES x 20 • 45 TREES • _ . 0 ] ~ C 0 H N ·~ • 0 -:r: RESIDENTlAL ZONE (R-6) RETENTION AT GREATER OF: ~~AR,,.CHITECT ~ 2. OR, 10 PERCENT OF SIGNIFICANT TREES-10" x 19 • 2 TREES ~ Vl USE: 45 TREES • UCE McCRORY LLI TREE CREDllS-CERTIFlCAlE NO. 504 ::::> ~ CREDllS~. 1 2:1 RATIO (SIZE)-9 .x 2; 2) 1:1 RATIO-1 x 1; SUBTOTAL-19 TREES (VALID ONLY l'IITH SIGNAlURE) Z LL: CREDllS: 1 2:1 RATIO (SHAOE)-4 x 2; SUBTOTAL-8 TREES LLI CN TOTAL SIGNIFl TREES REQUIRED-45 TREES ::!c t'l eN eN TOTAL SIGNIFICANT TREES RETAINED (WITH CREDllS)-27 TREES O g ~ ~ REPLACEMENT TREES REQUIRED: 18 TREES z Ol <O 00 3" CALIPER OR GREATER AT 2" DBH CREDIT PER 1" -18x12= (216/2)/3= 36 TREES (MAX.) 1 eN I I LESS THAN 3" DBH AT 1 :1 RATIO CREDIT -18x12• 216 CALIPER INCHES I' ~ ~ ~ (REQUIRED SIGNIFICANT TREE IS BASED ON 12-INCH DIAMETER EACH, FOR REPLACEMENT.) .~ ~ ~ w.~ .. ..-....-.. ,,.-~~LOLO ,_,, r. ~cS~-~ -~ ,-,/ ~~-~ . ..._,, e-./' 'J~ : v,V\ <//(1)\,, A fc:7 ( cJ'ro~ <-~'\I --,,.J V ----.... I t,., ~ ...., I ct' , ,:C ' ·~ iS, ... 8 KING COUNTY D.D.E.S. Review Engineer Completion Date ·~ Review Engineer Completion Date ' !; "'11:1' .a JAMES H. SANDERS, P.E. . ~ . Approval Date E lo l :, z DEVELOPMENT ENGINEER .c ~ '\(,··\ ~ .a ;:: II) Comments: 0 "> -=---------------~---------\------))-. --------------~ 8 ~ :e z !t ·f co -0 co 0