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HomeMy WebLinkAboutS-3066018 a Ll q N Mm 0 N 0 Z SaMmU4 NEW a :!s SERVICE (USA) A110b CUTTING VI�TY LAS. COB1<Y CL or 427L,7 � J cl. W M: - _..� �. tali[ 7S r� cv FACILITY» (� W 0 °- RENTON. ANY KWAIIONN FROM INE APPWM PLANS ILL MEaM (!) w x CD F- 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SIZE 0 10 20 40 WHENEVER CMSIMX71 ON IS w PiwortESt S. DATUM SHALL BE USGS UNLESS OlHElW= APPROVED BY THE CITY 0 v c� PLANS 6. ALL SEDMIEINTATION/EROSION FAgU71ES FIST BE IN OPERATION IX W BE SATISFACTORILY MAINTAINED UNTIL ION IS COMPL.EIED ��,.. AND THE POIENTIAL. I = ON -SITE E•0�1 N" PASSED. y (D I Z U a EX ROCKERY Y DEVELOPMENT SERIACES DIVISIOI�1. _ - • s (a w� O ps M M D w w� all 019 Is g rn PORTION OF THE SW 1/4, OF SEC. 11, TOWNSHIP 23 N., RANGE 5 E., W.M. KING COUNTY, WASHINGTON F 00 ON. W CASE MO T'� NOTES: Y : 1. 'NO PARKING' SIGNS SHALL BE CONSTRUCTED ALONG BOTH SIDES Of THE PRIVATE STREET. I 2. STREET ADDRESS SIGNS SHALL BE CONSTRUCTED FOR ALL LOTS THAT IMLL BE VISIBLE FROM N.E. 4TH PLACE. I I 3. THE EXISTING R/D POND. SLOPES, FENCES AND ROCKERIES SHALL BE RESTORED TO SAME OR BETTER Fouiw MON. IN CASE CONDITION AFTER SIOESEWER CONSTRUCTION. N 6'ao' w aa' T 2101 .1 I 0 w w W W FOUND REBAR AND CAP LS/ 18898 0.07'S 0.06'w FOUND REBAR AND CAP LSO 18898 8' PVC ROOF DRAIN STREET CROSSING • an MIN.. r COVER MIN. FOUND f4" Lm ' Mm ; i 0 c3 SaMmU4 NEW a Igo it SERVICE (USA) A110b CUTTING VI�TY LAS. COB1<Y HEREON. IW EINGMNEER ASSUMES NO IEOPON'IMTY FOR uTILITaS NCIT 91001 OR UTILITES NOT SOW IN THEIR PROPER LOCATION. CALL BUM Y011 01Qc 1- 800- 4Z4 -Sd4b. or 427L,7 ROCKERY 1 1 ING EXIST R/D - _..� �. tali[ 7S r� cv FACILITY» rn PORTION OF THE SW 1/4, OF SEC. 11, TOWNSHIP 23 N., RANGE 5 E., W.M. KING COUNTY, WASHINGTON F 00 ON. W CASE MO T'� NOTES: Y : 1. 'NO PARKING' SIGNS SHALL BE CONSTRUCTED ALONG BOTH SIDES Of THE PRIVATE STREET. I 2. STREET ADDRESS SIGNS SHALL BE CONSTRUCTED FOR ALL LOTS THAT IMLL BE VISIBLE FROM N.E. 4TH PLACE. I I 3. THE EXISTING R/D POND. SLOPES, FENCES AND ROCKERIES SHALL BE RESTORED TO SAME OR BETTER Fouiw MON. IN CASE CONDITION AFTER SIOESEWER CONSTRUCTION. N 6'ao' w aa' T 2101 .1 I 0 w w W W FOUND REBAR AND CAP LS/ 18898 0.07'S 0.06'w FOUND REBAR AND CAP LSO 18898 8' PVC ROOF DRAIN STREET CROSSING • an MIN.. r COVER MIN. FOUND f4" Lm ' Mm ; to' ll• c3 SaMmU4 NEW a TAATION IS MADE THAT ALL EXISTING UTILITIES ARE SS110MA'N SERVICE (USA) A110b CUTTING VI�TY LAS. COB1<Y HEREON. IW EINGMNEER ASSUMES NO IEOPON'IMTY FOR uTILITaS NCIT 91001 OR UTILITES NOT SOW IN THEIR PROPER LOCATION. CALL BUM Y011 01Qc 1- 800- 4Z4 -Sd4b. or 427L,7 ROCKERY 1 1 ING EXIST R/D - _..� �. tali[ 7S r� cv �` -- - -w.- -- -- j EX SOW wv -wo.�s (� �wv�+�o.ao (ISM CID FENCE LOT 1 IOW. FF=4"0 MOUSE TO 8E REMOVED Egg, 4N e z 1 SS V -W d �r 00% 1 g uj �u � vs SS SS /11'RE$Sfi�Ff� �"pN C _. - W - - _ L- • - AV W&I A90VE 1889 , A • •- r.:..... - -- N.E. 4TH PL SD, I __._- _--- _ -_ - -_ • -- •_ �`,- _--- .- .'`rs +. - ��- M•:- 1�- .!'- -.. -�r w...-r..w.Y-- Y•.! -- \ �i �� I I i `„� : .� 1�•,r� -� -- a-- J►•__ _..---- - ------------------- - -- - -' ' �• .w :..1 =,.,r" 10' SIDEWALK & J - •' _ UTILITY EASEMENT SAT E I Cop PvC - GAR I I ... � TO bli W/ LOCKING .. f ; MATCH EXISTING GRATE `, MIN. _ :�.: - \ REMOtp F ; PAVING, CURB. GUTTER \ AND SIDEWALKC I r = •i INVw491.33 (NX \ : i -- • \ _ - '� _ = INV=41 M.00 (E)\\ ' ' LO - -�- I I , 1 . •, 's• : 1 MIN.FF I IA .. :• r I 1 �� I. I EX. 10 , PRIVATE ( 49 i • DRAINAGE 496- ` EASEMENT --•i REC. NO` ► EX DRNVEIMAY �: - Il I I 2002161900001 ' TO BE -&� � 6'PVC SEWER ALL BUILDINGS . •� =. � r�- • � SERMCES • I I TO BE REMOVED. _ _ '' r 2S ION. TYP. I DETENT1COMBINATION dc � � �- ' \I I --4L - �+ - - 1 ' I QUALITY VAULT I .; I 7.0 3 EX. SUBSURFACE t • DRAIN I 1r I I I INK TYP. 49? oil I LOT � I I Ex. 18" CONC. EX. C8 DRAINAGE M1T0 I -"� \` I I IM- 478.33 ` ' 403 MINI. FF�4B4.C9 I I INV= 466.14 INV- 476.23 CONTROL INS I 3' unuTY EASEMb I I Ex. 18" CONC ICY PRIVATE DRAINAGE 137' -IrSD 1 •; : REC. NO. 5790532 I I FOUND 1/2" DRAT INV=467.24 , ;NCI 56 -SAC t , PRIVATE REBAR 1 - = - -r 3 A0 ---- - - - - -- I I 0.09 S - - -- -- -• -- -------- •------- -- - - -- --------- - - - - -- ----- ----------- -=-_::------------==---------------- o.05•W } M w - -- .._. - - -- -. -- -------------- ------------ - -- • Y - - - -- ` FFOUND 3' BRASS CSC w W - - -. -�,_ - -- _t , _ _ __ -- _ w N -.• ...•NN • .. • - -__ -- - -_ -- -_ r .- .S x'34" W APPROO�IN,IATE LOCATI �✓ W ��SD -- �„� - '- �.a.�,. -...: �' T ITS 1�.. �, ;' • •� �E110E -- ..;-- +�•..: _ �./ • ON"EX. 8 WATERMAIN W •- •- N..w..- ' S S I I •. S� ----SS SS EXISTIN NC. G CO ' ' L - J SS SS S " S.F SIDEWNALK .F Ex. 12 AD MATCH EXNSIMNG MEMO Ex. CB 6 INV= 465.98 CONCRETE SIDEWALK EX 2401.E 18" ADS EX. SDMH RIM= 457.23 03.41% RIM = 467.85 W/ Sono �/ 5I TYRE I LOOKING LID INV= 452.08 18" INV= 460.25 18 ., MM=479.8t (MATCH GROUND) WV=479L3 t IT EASEMENT I Z S 7' 4"ll T>�G a EX. -�.p EX. 18" WATER �$10011M TOPO4"s ocT�• TIDN�1 TANG lit IMM•179.5 1 ••10• f+mL A 4 call Mm DiIT EXISTING UTLITY LOCATIONS SHOVIIN HEREON ARE APPROXIMATE ONLY. SHALL BE TIE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE ll• EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UANDEII- SaMmU4 NEW a TAATION IS MADE THAT ALL EXISTING UTILITIES ARE SS110MA'N SERVICE (USA) A110b CUTTING VI�TY LAS. COB1<Y HEREON. IW EINGMNEER ASSUMES NO IEOPON'IMTY FOR uTILITaS NCIT 91001 OR UTILITES NOT SOW IN THEIR PROPER LOCATION. CALL BUM Y011 01Qc 1- 800- 4Z4 -Sd4b. ROLL19,� CINTRL MH TYPE M 54" W/SOL.ID LOC KING LID - MM=480.St (MATCH SIDEWALK GRADE) OY.=48& INV=477.00 EXISTING CM/GUTTER 70 REMAIN - EOOSTMNG ASPHALT S•EW>WALK TO BE . - REPLACED WITH &W CONIC. SIDEWALK (S' FROM FACE OF CANE) t IEC M A -A 1••10' HOW. 1.06. VERT. OETENNTWN TAM EX. CB RIM - 489.27 18" IE= 485.67 5' MIT. S•Ew/1L l AROUND UTILITY POu EX. CB RIM= 486.10 18" IE- 483.60 1 EXISTING CHAIN LINK FENCE 4.5' � DEVELOPMENT 201 ICES DIVISION. PLAN 19WO PROW M� NAoElt. 2. ALL CONSTRUCTION SHALL BE IN ACC0R1DANC�E MIN THE LATEST -- -20' PA% EXISTING or 427L,7 ROCKERY : ROCKERY ING EXIST R/D - _..� �. tali[ 7S r� cv FACILITY» IEC M A -A 1••10' HOW. 1.06. VERT. OETENNTWN TAM EX. CB RIM - 489.27 18" IE= 485.67 5' MIT. S•Ew/1L l AROUND UTILITY POu EX. CB RIM= 486.10 18" IE- 483.60 1 � ,gin,+ �� �J♦� J / ►_� rte' 1 =�ri IL-aw all �xHVIDRAMT MV0 4M OO `19 HEALTH AND SAFETY Of TFE PUBLIC. AM TO M01ECT PROPERTY II 00 (wo CONNECTION WITH THE Pawomm NCE Of WIIm CoyR�1EO BY TIE MNWr~•477. -------- - -------- CONTRACT. ANY WOW WITHIN THE TRAVELED RIGHT OF WAY THAT MAY - -`'- -- EX. SSMINI � INTERRUPT NORMAL TRAFFIC FLOW SHALL REOIA E AN APPROVED 463 TRAFFIC CONTROL PLAN BY THE TRANSPORTATION DIVISION. ALL MV=47&U JWN) SECTIONS OF THE WSDOT STANDARD SPECNFICAIIONNS 1 -076 -23. ( MNV=47E7B 1 4 TRAFFIC CONTROL. SHALL APPLY. MA� 18. SPECIAL DRAINAGE MEASURES MALI. BE RE"IED IF THE PROJECT L:OCA71 ON IS 07NN THE AQUIFER PRrOIEC'RON AREA. 47H PERMANENT BREAK -AWAY CHAIN TO BLOCK AOCESS AT PNVATE ROAD 01111AMCE (has" 2w aAMop Qh y CHECKED row caaw� n�aar�om m ary, sriwa�u+os roa Avr�ow� �rR, /� /s N ■s w rR w CHARLES COURT SHORT PLAT 2/20/03 ISM GRADING /STORM DRAINAGE /SIDESEWER PLAN 1673-011 Zc Ww*0 APR t i yam' �� n > > . tt P �� . , .•� 8 • 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACIIIATY OCCURS. A PRE- CONS?111IC?ION MEMO MUST BE HELD WIN THE CITY OF MENTON DEVELOPMENT 201 ICES DIVISION. PLAN 19WO PROW M� NAoElt. 2. ALL CONSTRUCTION SHALL BE IN ACC0R1DANC�E MIN THE LATEST EDITION OF THE 'STANDARD SPECIFICATIONS FOR ROAD. BRIDGE AND MUNICIPAL CONSTR UCTIONN' PREPARED BY WI OOT AND THE AMERICAN PUBLIC WORKS ASSOCIATIOIN (APMIA� AS AMMED BY THE CITY OF MENTON. 3. THE STORM DRAINAGE SYSTEM SHALL BE CONS74MIM TO THE APPROVED PLANS WHICH ARE ON FILE MIN THE CITY OF RENTON. ANY KWAIIONN FROM INE APPWM PLANS ILL MEaM WRITTEN APPROVAL FROM THE CITY OF IN IM DEIR"MIT x SER%CES DNV�S10N• 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SIZE 0 10 20 40 WHENEVER CMSIMX71 ON IS w PiwortESt S. DATUM SHALL BE USGS UNLESS OlHElW= APPROVED BY THE CITY sc&E 1" = 40' OF s' ACID ELEI/ATIaI ARE NOW ON PLANS 6. ALL SEDMIEINTATION/EROSION FAgU71ES FIST BE IN OPERATION PRIOR TO CI.EARMIG AND BUILDI IG OONSTRlNCI1ON. ANTS! THEY MUST BE SATISFACTORILY MAINTAINED UNTIL ION IS COMPL.EIED ��,.. AND THE POIENTIAL. I = ON -SITE E•0�1 N" PASSED. y 7. ALL RETENTIONAXTE.NTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CON.AINC lM IMTN ALL CONSTRUCTION ACTIVITY UNLESS 01101111-1 APPAOA•D BY THE EX ROCKERY Y DEVELOPMENT SERIACES DIVISIOI�1. _ - • s dr GRASS SEED MAY BE APPLIED BY H THE GRASS SEED MIXTURE. OTHER THAN CITY OF NEWTON AP*A0�1ED STANDARD MMES. s m SHALL BE SUBIMTIEO BY A &AID APPROVED BY ,n • THE DE%SAVM©NT S 01%lmm MNVm44L7t 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY • IM000 PREPARED FOUNDATION IN ACCOM�ANCE ­11111TH SECTION 7- 02.3(1) OF FENCE THE CURRENT STATE OF WASH NOW N STANDARD �ECI (CATION FOR NEW PRIVATE SIMEET � ROAD AND CONSTRUCTION. THIS 94ALL MCLUDE NECESSARY - ANL LEVELING OF THE TRENCH BOTTOM CDR THE TOP OF TINE FOUNDATION lEX 1 �� � MATERIAL AS MELL AS PLACEMENT AND COMPACTION OF REGIA ED STA 7 +47 BEDDING MAIERW TO UNIFORM GRADE SO THAT 111E ENTIRE LENiLN C TYPE 1-41r OF THE PIPE WILL, BE SUPPORTED ON A LMNWOMML.Y D!' W w SOW LOCKING LAD UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWIIIA CLASS 'C'. �7 WITH THE EXCEPTION OF PVC PIPE. ALL 7MEINCH BACKFILL SHALL BE M "M COMPACTED _T_w_ 1 2i ND UTILITY T 70 CITY CP 11ENTCN 7l ROPER ASI 0- i'ASQ►�T PEA GRAVEL BBE�'DDIIG VIOL MALL BE OVER `' OVER AND UNDER PVC PIPE CYC�OINE 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACIU7ES SHALL HAVE ASPH ALT TREATME NT #1 OR 6 BETTER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE 2i' NEW PRIVATE ACCESS Vvl�jltl SPRING LINE OF ANY STORM DRAINAGE PIE. OR 1S FEET FROM THE UTILITY EAlEiENT TOP OF ANY CHANNEL SINK. I 12. ALL CATCH BASIN GRATES SHALL 6E DEPRESSED 0.10 FEET �, Ex. 3• -s BELOW PAVEMENT LEVEL AOC KERV i 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBUC RIGHT - OF -WAY MALL NOT BE ALLOWED UNLESS Y APPROVED BY EX. 15' SEWER CITY OF RENTON. EASEMENT I ' 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES. WHERE r- REQUIRED, SHALL BE OF SOUND QUARRY ROCK TO A DEPTH OF 1 FOOT RocKE�RY AND MUST MEET THE FOLLOWING SPEOFICAIIONS- r- r/40X-70R ' M11�4B2.4A PASSING AND -2• MOC2(/10X-20X PASSING. EX. MOCKERY 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE TOP•497.8 CONNECTED TO THE STORM DRAINAGE SYSTEM. UNLESS APPROVED BY t0- 7M =44K7 i THE DEVELOPMENT SERVICES DIVISION. AN ACCXMATELY I R/b CERTIFIED AS- BUILT DRAMANG OF THIS DRAINAGE SYSIEII WILL BE STA 10+28 SUBMITTED 70 THE CITY OF RENTON UPON COMPLEIM LACICW VANED GRATE 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE X481.83 CITY OF MENTON ODES NOT RELIEVE TINE 00E'R OF THE CONTMNIANG �. So LEGAL OBLIGATION AND /OR LIABILITY CONNNECIED WITH STORM NVm4B0.0t SURFACE WATER DWOSITION. FURIHM THE CITY OF RENTON DOES 00 NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND E• ROCKERY MAINTENANCE OF THE SYSTEM PROYI ED DUMWI OOMSTRUCTOL TOE=M1.b CBr1 TYPE 14r 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING 10 "011 � W/BO.M L CKINO LID ADEQUATE SAFEGUARD. SAFETY DE1AL'ES. PROTECTIVE EQUIPMENT. • 2. 00 FIAGERRS AND ANY OTHER NEEDED ACTIONS r0 PROIECT THE LIFT. � ,gin,+ �� �J♦� J / ►_� rte' 1 =�ri IL-aw all �xHVIDRAMT MV0 4M OO `19 HEALTH AND SAFETY Of TFE PUBLIC. AM TO M01ECT PROPERTY II 00 (wo CONNECTION WITH THE Pawomm NCE Of WIIm CoyR�1EO BY TIE MNWr~•477. -------- - -------- CONTRACT. ANY WOW WITHIN THE TRAVELED RIGHT OF WAY THAT MAY - -`'- -- EX. SSMINI � INTERRUPT NORMAL TRAFFIC FLOW SHALL REOIA E AN APPROVED 463 TRAFFIC CONTROL PLAN BY THE TRANSPORTATION DIVISION. ALL MV=47&U JWN) SECTIONS OF THE WSDOT STANDARD SPECNFICAIIONNS 1 -076 -23. ( MNV=47E7B 1 4 TRAFFIC CONTROL. SHALL APPLY. MA� 18. SPECIAL DRAINAGE MEASURES MALI. BE RE"IED IF THE PROJECT L:OCA71 ON IS 07NN THE AQUIFER PRrOIEC'RON AREA. 47H PERMANENT BREAK -AWAY CHAIN TO BLOCK AOCESS AT PNVATE ROAD 01111AMCE (has" 2w aAMop Qh y CHECKED row caaw� n�aar�om m ary, sriwa�u+os roa Avr�ow� �rR, /� /s N ■s w rR w CHARLES COURT SHORT PLAT 2/20/03 ISM GRADING /STORM DRAINAGE /SIDESEWER PLAN 1673-011 Zc Ww*0 APR t i yam' �� n > > . tt P �� . , .•� 8 •