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SECTION 4 & 5, TOWNSHIP 29 NORTH, RANGE 5 EAST, W.M. Q Z M = !6 H j d d > a0 N 00 O MIDPOINT OF PROPOSED ASPHALT N z 25 25 iV Q O O PAVED DRIVEWAY ENTRANCE �> "^ d C N STA 16+54.5,8.6'LT / lL Q N O FIRE HYDRANT PER CITY STANDARD 507 TO BE INSTALLED BY CITY OF EVERETT PUBLIC WORKS UNDER SEPARATE UTILITY P �_ m PERMIT BASED ON COST ESTIMATE . 20 I 20 U try w TO BE PAID BY APPLICANT/CONTRACTOR PRIOR TO INSTALLATION. I 0 30 sa ¢ Backlow Device required on ini0ation 58"IRRIGATION METER 0 I DEVELOPMENT ARA ccc �J w's >' ervlce.Will have to be RPBA since below 00+ 100 YEAR ey 6 N N / � W Good lain.See C of Everetl Detail 518. P b COMPOST AMENDED �\ rEXISTIN GRADE F FLOOD i 1 VEGETATED FILTER STRIP 15 ELEV 12.0 5 'S. �2a - — / 11 oD _ REVISIONS 10 VV V�j\ 10 (1) (1) 7 o CNi FLOOD CUT EDGE OF PAD of 1 \� /\\\ GRA ED PAD, LLI O m a o ELEV=10.99 ELE =11.00 FLOOD FILL l \ v,> SDCB-lA �j� 11 \ /\\\ FLOOD FILL \Gl W STA 16+54.6,100.4'LT >.. sD \`�' STORMFILTER V y` \ -v\�' S _Z W 5 'ram > N D LSD S=0.00 18"CARTRIDGE A- I o 1 ', I v 12"CPEP DISCHARGE / 93�lT/� STA 15+96.8,78.0'LT 2 I 1 PROVIDE ROCK OUTFALL / PEP sO .A I \SEE DETAIL SHEE 3. 1 Z X PAD PER DETAIL / 1 _ „ T C `,-.11 I 1 III W LL LOW POINT I. 1 ) / 10.22 1 R I 0 0 0+00 0.) 0,60 0+90 1+20 1+50 1+80 2+10 2+40 1 I Z ——————————————— SECTION A-A' -- RIDGE � -9 ( / SCALE:H:1"=30' f V:1"=5' 10.99� I I U) I � LOW POINT � 1 /I, / � F. EDGE PAD 10.03 oA' I~' F cm=1 ELEV. 0.0 N OD SDCB-2A III o I / I Z STORMFILTER 3 o / / 60'ROW Q m Q 27"CARTRIDGE 3 / /g CIL n 3 STA ;\ 13+67.9,106.2'LT ETAIL SHEET C3.1'y;�3 s° II = W O OSEE D SLOPE VARIES 3 X W 10.99 TYP TO 2:1 MAX) 14' m K\a\ W 11 I �_10s9 m °�T �I I d EXISTING ROAD, WIDTHS VARIES STA 12+98 5,20 4'LT �' Fq I I I A��V�VV� EN 10.99 12"CPEP DISCHARGE 111 I PROVIDE ROCK OUTFACE s I ROAD SLOPE VARIES, - y I DEPTH VARIES, PAD PER DETAIL ° I I �I MIN.1%MAX.5% 4"MINIMUM MHA CLASS i" y 10 1 I EXISTING MIN.1.5' Cl IMPROVEMENTS FROM 3 0 COMP DEPTH HMA PG INSTALL CROSS I o STOPBA� 2 SIAME SECTION) 4"COMPACTED DEPTH GRAVEL4 22 PREVIOUS PHASE 12"CEMENT TREATED BASE PER L 6-MINIMUM COMPACTED DEPTH CSBC, p O s w� c�-� WALK STRIPING BORROW " GEOTFTS REQUIRED OECHNICALMPACT OMEMORANDUMD-1557 7 ,2 44Y ,q PER STD DTL 721 I \.� --- SUBGRADE,COMPACTED TO 95/ CP P MOD PROCTOR UM 35 LF 12'CPEP � � COMPACT SUBGRADE TO 95%OF THE MAXIM ,J °` SEE STD DETAIL 302 FOR DENSITY AS DETERMINED BY ASTM D-1557. S O 1-LL?_T/FT o I ADDITIONAL INFORMATION PLACE STRUCTURAL FILL IF REQUIRED 18+00 -------.___ CONNECT FRONTAGE TO s z EXISTING CATCH BASIN\ -` BOSS ROAD SECTION Z ENTRANCE ASPHALT PAVING SECTION J so so - � SCALE:NONE — Ill ______ _w � ^ SCALE:NONE J W RIM=6.05 EX.SD - - -� J IE(S)=1.20 20 NOTE: (�W N z N E(N)=L20 F OF --------- ALL PAVED AREAS NEED TO BE PREPARED BY W z e0 —6 P j--�--_ OVER-EXCAVATING A DEPTH OF 18"AND PLACING A a Er LAYER OF TX160 BACKFILL THE EX.SDCB \ Q F 28TH 21+00 OVER-EXCAVATION W THID ACLEAN CRUSHED ROCK. Lu F RIM=6.35 c. w wCE NE 0 Q N F W p IE(N)=1.30 O EX.SDCB h w� -- r MIN EXISTING SURFACE CONTOURS ARE CC o0o w U) RIM=6.71 co w� ro > IE(S)=2.36 coBASED ON 2 FT CONTOUR INTERVALS.I VERIFY STORM PIPE N ACCESS WIDTH VARIES Q W (rJ CONNECTION.PROVIDE DESIGN SURFACE IS SHOWN AT 1 FT Z z 2 MAINTENANCE AS REQUIRED 3'CAVFS 2%-3% CONTOUR INTERVALS FOR CLARITY p \ (VARIES) INTERSECTION —————————\— —————— 3 Q ' 4 — — — \ 28TH ROAD STA TA 20 26. 1 g 28TH PLACE NE STA 20+00.00' � � I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III II_ -IIII IIII IIII III IIII \ 1'MIN _ 700/��jVA, EDGE OF PAVEMENT GRAVEL OR CRUSHED DATE: GRAVEL OR CRUSHED ASPHALT PAVING SURFACING LEVEL SPREADER SURFACING LEVEL SPREADER PER DETAIL c3.o 9/14/23 COMPOST AMENDED JOB#: VEGETATED FILTER STRIP WITH 2%-25%LATERAL SLOPE. 21-1 62 SOIL AND COMPOST MIX AS FILTER STRIP SPECIFIED IN BMP T7.40 OF THE DRAINAGE MANUAL ju. SECTION VIEW PLAN VIEW Know what's 11010W. Call before you dig. ACCESS DRIVE CAVFS 4 SCALE:NONE C^■0 PAWORMPROJECTSt2021t21-162 SEA COMCEOW&SHEETS\C3.0 GRADING SMALLDWG 9/14/2023 3