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Home My WebLink AboutR-419277I III OF CUIR CEMENT DISCRETE BCD CLONTAL lei �D c\I 0) 12 R R 8 DEWALK PAGE -filEr-- VAR ES PREPARING FROM A THE DID A_, TRAW-115i 14 - OF 11 1 1 A " FIEDITYINGLUAROBELoW, POP OF, IS I /I "D, ZZ FOACURROU� ALL ALL m�q lawasbal MR am am MA PENN D IF 13 F4 Ek� "WEEM, c:) TOUPCF ROADWAY W PRENCLUED C I ARINIFFILLER SEE FAA IT LVI DUM, u ra, Rai fia� "I BRENNAN �"MM� MMI11"M AMY AGESEZ WITHUM lloOol L fili IN THE E�T HIM EVERKE PATCHES EAST WEST THE AFFIRENS) m�. DOE LEAGUE! AS THE PATENT GHUUE ME CONRAD To AGAIN ANY OPPOSED EATON TWORIFER 10 NET CEMENT CONCRETE irk"), TOLD cu &��nv�m '4, FEE7 BE WE EDGE BE FILE PATCH REQUIREG HY, ME NEW �NG ART My cl PEDESTRIAN CURB AT SIDEWALK NAMES ARE FINDINGS im All"PLARD 0, m� Y Ail I AP.ADVAGO. PAR L-� SUBSEQUENT PATCH EDGE %RHUN 10 FEET A FILE EGYPT BE WE SECESNO PATCH AND R, L AS ON USA M A TOTAL OF saa REAt FACE A OUTTER OR LU Ykwfi%� EXPE OF PAMMT I-s-E FACE OFADRANCENT CURB CEMENT CONCRETE GvV` voi HU BOX ADJUNCENTPOCURES AN TRAFFIC CURB AND CUTTER SEE DEPRESSED CURENGETAL TONS SHEET V I Or ROU PING m� now b FACE V ADUAGANT CURB 124 TOPOI FLUSHENTRIGUME in EI ROURNAVY PANATSIDEWALK 2 MAI �-"! r" INGE �!Ilg=i "I'lo,�ESMM WeEls - AUDINCERTITO GUREP TWI 09 BE MA Y CENTS1 EST LIME A W �MPE��a P=— PROURODEENI MI SEA APAWARK AFROPPRAIII MRSWASSE. AT Hall 112 124 1 FAR OF 12 R ROADWAY I A "IMMKIALk ALL US �IM AI Ar BILL u Pill I FIR VNI 41 ill lift, WAO=!V As ANNE 0= F L DEPRESSED CURB SECTION P— WINDFALL - fil WE IFTAUL MOVE 5 MAE AT MSI�.?,U�DRW�AYS ONLY FOR KID SAW To, 2 2- UPON OF NAMED OR SA�T AND REMOVE 6 ADJACENT TO CURB-� WARNER NO "BIG, DEPRESSED CURB BECTON AT SID��g �PS REV 310DRAI 111111TRIEURIA Sl�W��JACEWIO;V� DETAIL FAR B FIA aill So vwwJ- v�m 6.5' MIN. IMPTH BE MARING NARROWED IF, 510 1 10,�on.'s SEE $10 PLAIN 'Or I -Gil MN a," MIN Fam RUN am ur- NIN I REID R 3A FACE OF ADJACENT CURB PUEE Ir V AN mlo,�'m 7 Y OUTIFIRSURTANS ��ER BE IN f - �AVE T-- — T I B, i Irsn "FDO 2- SA�T AND :-C A IT M� �re CUM ADENEENT TO BUFFER STAR is " .1cVF`Tb OR PLARE. SEAL "OR BY - 8 MR ON AR-� BE - So MR MAN (SEE NOR 2) (E� SIDE) H, �'E�, M W tRFACK 5- CRUSHED �RFACK TOP � DCARO OWN ANi pA 1� V,, I ."� ALL A MA 120 WWOT STANDARD FSER ANSI M Somali SO n%3pmpsRCMPACM 70 MA MinD E FULL DEPTH fill. EXPANSION JOINT NOTES SAINCEPT AMEX BAD .us— UFACH SM CEMENT CONCRETE TRAFFIC CURB ur, 06 "1 GrAl"I'LIPPIWAG - 11 11 D A I CM, BANK RUN AAATL- RUSS FRENCH BACKILL (9-cl AA� BORRON MEN a RVION110,11 11 1 I 'A IN IN Pi . �T STANDARD WECIFJCA� A NXIBE MATERIAL IF APPROMED A WI�G AM �N� EASED AM SO�CH REPORT. �PAMD TO M RBOETAIL .11,11 ONE 0- AT��EM -R Cul ANDALLEYS 10 awsAx tNifinol C C�T�CTI�O� JQFW�FINISH g�AOF��k - I - T [TRIAL WEBB BE FRENCH AS REALARED BY SIZE OF P��o NPR��T (SCE �7 STME)� SPECIFICATION 2_Ow AT Xk\k PLUS AN AxImb. 2 Forother referenclud NOTES 3m I. DA R. lk.: P, c I TAINE RIB-1�IC MIKE%! � w�ER) �MMM FOR MY SHORING, �IMM IF NONE ZONE BODING MATEMI SEE ST�� NMO. INUALL MEET THE KWFt��m OF PLAIN Has GUENERANNOTES I AM 111111rd pill, 102 SIR ILI 1 WrIbulaprk,ok I BID FORK IN Z -A I l�N� FMWM�� STANDARD AMBASSADOR 7 fin I IRISH WEBB I ExIll Sri IF Full III 3a 01 1 plul all, NNI A ]CAPE PaIldvalaMe5firlifitcarrAI GHTFULER 3 F,r Depri Afirthu, DYNASO Cul GuEur Ai WaSUICIRPI I 1 1 3 Duculfifinbeb)(00PET BID PLAN 102 1 as applucal E FULLSEPRI FOR MOMS, SEE STANDARD PLAN 110.1 emaw c �R� DREIREDIAMILY SED PILL 1114.3 I L PIRILK KOXII DEP IN I MEN I CEMENT CONCRETE CURBS REFS. PLAER PUBLIC l DELPATEIMENT CEMENT CONCRETE SIDEWALK R SED ftw4xmIll PUBLIC WORKS DEPARTMENT WPICAL TRANSWRINE PAI PLOUBLE PAVEMENT OR PUBLIC WORKS DEPARTWENEE E�ff - NENIFIRIE RIM will— PAWNEW WITH 01WER fiRIGIDOVERLAY NITS LIPS NIS LITS COR STD PLAN 101 IN CEMENT CONCRETE C COR STD PLAN 102 - CEMENT CONCRETE SIDEWALK 2 MODIFIED COR STD PLAN 104.3 CONIC DRIVEWAY ENTRANCE IN TYPE R I R COR STD PLAN I 10 IN TRANSVERSE FLEXIBLE PAVEMENT OR liblin AT d N rmGPAQKEEU. P, I — - �W&Mfi T VARIES 45u MINF "ME LINE I No SAMCUT AFTER NUCUFI11 ISAYEar m� �Q (AMR AGO GUATER III AT ACRES III ABBEIRIES FVJ W� t I AN OIL Bilk I ��u�rA� ANIPS 1. A. 11 cow N = NMI TF— DEATH OF EXISTING PAVEMENT wmc ED W mix �WMINW PER TO � ma, PERRY A + Ir P --& 0 OR SIS =1=0� r 4 UP 7 BOND I W51 �Al MA� BET 1 I� I , �Kw L 2- ED HERE I (SEEE NOW 2) EDGE OF PAVEMENT, EDGE [.F-� 4 I/I AT "M ESSEX LAOS IV r IN OF CUM A COVERS OR rIUAMUT IS MET MEL CENTER OF LANE MARKING L LIN F A 0 In A VED I 2- HIMA (ME NOW 2) BY DELETE) GLIFFACRIC TOP COURSE W-ND� BE g�� T _ A, A M ,�BREAPB Al ffi (Col (9-Ol PER WEDOUT STANDARD --- 27 I T A', "Pul SPECHICATONS, COMPACTED TO BEER AND REMOVE OR PLANE, MAL MEN MOCIFIED PROCTER MOUNTING ON EXISTING ARE-LBOODW Efill- METAL POLE OR LUMI"M ED GETS. BANK RUN GRAVEL FOR TREACH BACKIALL HE-Ol GRAVEL BORROW (9-Ol PER WESDOT STANEVM SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRIBRINT BY Ool MOTH OF FRENCH AS REQUIRED BY SEE OF B� ON GEOTECH REPORT, COMPACTED TO 95% MODIFTED PROCTUR. PROPOSED IMPROWMMT (ME W&DOET STANDARD SPECIFICATON 2-014) PLUS AN IPE ZONE BEDDING MATERNAL AND OCRAPPACTCA! AS L�RKQUIRED 5 ALLOWANCE FOR ANY SEEMED. SHOOTING. IF BY THE "DOT STANDARD SPECIFICATIONS us a 1 IN N 15WIXIM, 0-001-4 NUEDED, SHAILL MEET THE REQUIREMENTS GO FCR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT WSDOT STAINELARD SPECIFICATION 7-0&3[1)8 FOR STORM AND WATER PIPE. PER SO PLAN 220 0 L--j BOB" FILM I - FDA SAINITART SEWER, PER SM Y 1 1 Z PLAIN 405 TRENCH WIDIN FDA XINT UPPI 1RENCH. SCAND EATON 959 IT PASSING A #4 SIEW AND UESS THAN XE PASSING A J200 SIEVE UAR PA�T AS RED p� OA�T AM FEE I NOTES 1. INGEN EXISTING ��T AS PER PUMPS ED ....... W�D = OPEC ��n club - -- N E PAVEMENT IN A DIANE REQUIRING A FUEL WITE-1 REPICACEMENT IS BROKEN OR DEMOCRATS[) A AS ASIA TO A PAMPMENT CONDIPPON INDEX RATING OF 70 OR TEES THE DUSTING PAMEMENT IN THAT LANE. AND as MMR (APHER I Al MR THAT CESTAINCE SO CLASSUITED. SHALL BE FREMOVED AND FUNLACED WIN LIMA MATCHING THE DEPTH SECTOR A SECION B—B USED IN THE UlSflMG STREET OR TIRE DEPTH PER CIE( STANDARD, WHICHEVER IS GREATER. —A 2 PRINCIPALL-is MINCIFACCLUECTOR, ARTERFAL. A INDUSTRIAL ACCESS STREETS — MATERIAL AND NICENESS SEE SHESET PAR PON �Y 57MWM F � Ta- Sal BE MORE 0- 1- PC 64-22 AND MATCH EASING THICKNESS AND IN NO CASE LESS THAN 5'. RESIDENT& ACCESS STREETS — HMA CL r Me 64-22 THE THICKNESS Sil HE THAT OF THE EASING PA�ENT SECTION AND IN NO CAM UESS THAN 4. GENERAL NOTTEM 3. WEEN THE "SAAAACLIT AFTER BRACKFUL' ENCROACHES INTO AM ADJACIGHT LAINE, CURB A BETTER OR SHOULDER, THE AFFECTED LANE SHI BE PLANED AND OVERSAID WHIR FIVE Ill WID11-1. THE CURB & GUTTER SMALL. BE All "I AS LEI' SAW Noo "I MIT, VI MINORCO) 1. NOT L REMOVED AM WPLACM, OR THE SHOULDER SHIALL BE PLANED OR REMOVED AND OVERLAID MADE! LIMA I'll ccWw1 Us R-419276 All im"111 BAR 1/1-1 IF w�m 41,11M. PAST a PLAW, w, pal M From AT ALL IN COMPLIANCE WITH CITY OF RENTON STANDARDS 4 IF FRENCH UNDERMINES EXISTING SKWAUK ANDSLOR CAME, TWIN WE SIDEWALK ANDEPOR CURB SAILL11 BE REPLACED FROM EXPAINSON ANNIT TO EXPANSION koll RIESEEM AS CANADA ORE. ME A MIAMI nu ALL MAE U� A 2 UPI TOOLED MAE. 5. IF TRIENCHING THROUGH LEASING DRIABLAY OR SIDEWALK BASE, THE DRIVEWAY OR SIDEWALK RAMP SERAU- BE REPLACED TO MEET ALI STANDARDES. TERESCAL "DIFFUSE DEVELOPMENEr ENGINEERING PUBLIC WORKS DEPARMENT 10 YETIAl WH�DIN� WATCH FOR ININEKIRLE PA�ENT OR ROOM PAWMEW MTN OVERLAY 1 m�NM msippo 04/13/2022 AD PAGE RODNEY NTS 'T' COR STD PLAN 110.1 - TYPICAL FLEXIBLE PAVEMENT OR RIGID OVERLAY 5 COR STD PLAN F007 IN TYPICAL SIDEWALK COR SEND PLAN 129 IN SIGN MOLINTINI 7 1932 FIrst ALI ASILIE 3 AGENE, AS NOTED �l� 1 H�w� Wool si CITY OF NEW ELEMENTARY SCHOOL #16 04 MAR 2022 SURE 201 PERMIT SUBM17AL 8/27/211 POLWOOM PGAME, Seal WA 9810 mmm RENTON 1075 DUVALL AVE NE PERMIT RESUBMITTAL 1 P. 206.725.1211 RENTON, WA %059 ANSI In f. 206,973,5344 Planning/Building/Public Works Dept. FRONTAGE DETAILS C 6.7 PERMIT RESUBMITTAL 3/4/22 engineering plIcEARMApIlencIneel SENT IF Aff all MAN SCALE �RDI�y wP�D: NO. REVISION BY DATE APPR 77 147 ININ. Ell FIENNE 0 PENN .j C) C) C) CD I C CNIL! 0') DO ONE! NET C) c: I ) '4�1, J) II— z 0 INNY 2