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SECTION 4 & 5, TOWNSHIP 29 NORTH, RANGE 5 EAST, W.M. <br /> N <br /> MIDPOINT OF PROPOSED ASPHALT $ 25 25 Z PAVED DRIVEWAY ENTRANCE <br /> STA 16+54.5,8.6'LT O <br /> FIRE HYDRANT PER CITY STANDARD 507 / G <br /> TO BE INSTALLED BY CITY OF EVERETT - ^-8.57 j <br /> PUBLIC WORKS UNDER SEPARATE UTILITY 20 I 20 <br /> . w <br /> PERMIT BASED ON COST ESTIMATE _g22 -0- <br /> TO BE PAID BY APPLICANT/CONTRACTOR <br /> PRIOR TO INSTALLATION. -g,44 I 0 30 60 "" <br /> 5/8"IRRIGATION METER DEVELOPMENT AR A <br /> 00+76 100YEAR ry <br /> N <br /> COMPOSTAMENDED J\ 1 15 1w rEXISTIN GRADE �N ELEVOD <br /> T67 12.0 is <br /> VEGETATED FILTER STRIP 1 <br /> 9 REVISIONS <br /> -- ----- <br /> 10.19.62 / / 8.98 -J� ,�/ 10 \� V� FLOOD CUT <br /> j 10 <br /> D_ D_ u�i rn <br /> 10.33 <br /> IE=7.29',12"CPEP - EDGE OF PAD G� of 1 \� /\\\ GRA ED PAD, �y�\�\\ W O a M <br /> OUTFACE / ELEV=10?99 10.66 0 ELE =11.00 FLOOD FILL l \ ¢ <br /> / 10.20 o SDCB-lA �j- 11 \ / FLOOD FILL \Gl W > o <br /> STA 16+54.6,100.4'LT >.. SD LSD S_ STORMFILTER y` \ 5 S Z > eo <br /> -$gq� 18"CARTRIDFr GE A- h l I /rtN n <br /> 12"CPEP DISCHARGE / �zS pESp STA 15+96.8,78.0'LT "�/ I I 1 I V <br /> PROVIDE ROCK OUTFALL / 92 LF 1 I Zir <br /> �SEE DETAIL SHEET C3. <br /> PAD PER DETAIL / 0\°¢ 1 11 1 I" a <br /> 1 LOW POINT 11. 1 II W <br /> 10.22 1 R I 0 0 <br /> 11.01 <br /> A / -10.88 10.78 1 1 I$ 0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 <br /> / 1 I I I Z <br /> 1---44w______-- SECTION A-A SCALE:H:1"=30' f <br /> V:1"=5' <br /> 10.18 I/ / fn <br /> LOW POINT <br /> SDCB-2A <br /> EDGE-1 PAD 10.03 A' / I <br /> RIM=10.00' o I° F 04 <br /> cm <br /> ELEV.=10.0 Z I N <br /> T� �k IE=6.95',12"CPEP(SE) I � � / W pp <br /> SDCB-2A o / m <br /> STORMFILT • / <br /> SDCB-1A 3 I I o / / f 60'ROW 7,.I, <br /> 27"CAR 6.2'l = 25 g_ / /o CL I f X W <br /> STA 13+67.9,106.2'ILt 7, 2"CPS(NW) SLOPE VARIES(3.1 <br /> SEE DETAIL SHEET C3.1'y •T N <br /> }0-;99-- �O\ 1 / TYP TO 2:1 MAX)I 14' Q O O <br /> 8.92 a I 1 I W m 2 <br /> /10y9 s <,o 0 0l 11 /e I I a <br /> 10.62 \? I / EXISTING ROAD, <br /> ro^ I IE=5.01',12"ADS I WIDTHS VARIES <br /> s <br /> STA 12+98 5,20 4'LT �'� OUTFALL _____ ___ /�/V�V�\ ,y EN <br /> 10-9� 12"CPEP DISCHARGE �' � <br /> 10.61 PROVIDE ROCK OUTFACE so I 1 IE=5.06',12"CPEP ROAD SLOPE VARIES, �+• - +r y0� <br /> DEPTH VARIES, <br /> __ PAD PER DETAIL II. MIN.1%MAX.5% 4"MINIMUM MHA CLASS 1" y <br /> EXISTING MIN.1.5' IMPROVEMENTS FROM 2 3 c. <br /> -- - 4"COMP DEPTH HMA CL 1 PG 64-22, PREVIOUS PHASE 6"MINIMUM COMPACTED DEPTH CSBC, <br /> --- o � 2 SIAME SECTION) 4"COMPACTED DEPTH GRAVEL 12"CEMENT TREATED BASE PER ' ¢g PR04"�` <br /> _ 10.61 STOPBAR i• <br /> DE SHOULDER 4" <br /> INSTALL CROSS o . O <br /> ---- -----_ OMP DEPTH CSTC <br /> WALK STRIKING BORROW GEOTECHNICAL MEMORANDUM <br /> COMPACT TO 95%OF ASTM D-1557 <br /> --------- W •�"_ - --------PER STD DTL 721 I' <br /> o SUBGRADE,COMPACTED TO 95 <br /> - - 18.00 \\w\ „�_o"P • ---� 1 MOD PROCTOR COMPACT SUBGRADE TO 95%OF THE MAXIMUM <br /> - ----- 0",=5 LF 12'CPEP-- of DENSITY AS DETERMINED BY ASTM D-1557. <br /> -- _ ,JSEE STD DETAIL R FOR <br /> ----- y� w\m S 0�?-�T/FT I I ADDITIONAL INFORMATION PLACE STRUCTURAL FILL IF REQUIRED <br /> -__„__ CONNECT FRONTAGE TO"� s I <br /> ----- EXISTING CATCH BASIN\ Q <br /> ENTRANCE ASPHALT PAVING SECTION <br /> -------_- - so _IE- 6 1',�US(SW) ROSS ROAD SECTION SCALE:NONE J <br /> 19+00 _W SCALE.NONE J W <br /> - RIM 605 J T C7 <br /> --- IE(S)=1.20 z NOTE: (1) Lu 04 z <br /> 20 <br /> N E(N)=1.20 8 OF --------- ALL PAVED AREAS NEED TO BE PREPARED BY LLI Z 00 <br /> �6 p j--�--_ OVER-EXCAVATING A DEPTH OF 18"AND PLACING A p a 0 <br /> LAYER OF TX160 <br /> ND BACKFILL THE <br /> EX.SD CB \ Q F 28TH P 21+00 OVER-EXCAVATION WITH ID ACLEAN CRUSHED ROCK. w F <br /> RIM=6.35 Q c. w w +ACE NE (L 00 r p <br /> IE(N)=1.30 OLy <br /> EX.SDCB a '� w�w� -- r MIN EXISTING SURFACE CONTOURS ARE a o0o cc ~ <br /> RIM=6.71 w� m > <br /> IE(S)=2.36 coBASED ON 2 FT CONTOUR INTERVALS.I VERIFY STORM PIPE N ACCESS WIDTH VARIES Q W CONNECTION.PROVIDE DESIGN SURFACE IS SHOWN AT 1 FT Z z <br /> MAINTENANCE AS REQUIRED 3'CAVFS 2%_3% CONTOUR INTERVALS FOR CLARITY p <br /> \ (VARIES) <br /> INTERSECTION ---------I- ------ %3% Q <br /> ' 4 - - - <br /> � \ � ROSS ROAD STA 12+36.26= 1� � <br /> g 28TH PLACE NE STA 20+00.00' � <br /> IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IT IT IIII III IT V MIN <br /> EDGE OF PAVEMENT <br /> GRAVEL OR CRUSHED GRAVEL OR CRUSHED DATE: <br /> SURFACING LEVEL SPREADER ASPHALT PAVING c3.o� SURFACING LEVEL SPREADER 9/14/23 <br /> AS-BUILT CERTIFICATION: PER DETAIL <br /> C <br /> HEREBY DECLARE TO THE BEST MY COMPOST AMENDED <br /> ,4 KNOWLEDGE THAT THE INFORMATION <br /> ED FILTER STRIP WITH <br /> N SHOWN VEGETATED JOB#: <br /> HEREON REFLECTS THE"AS-CONSTRUCTED 2%-25%LATERAL SLOPE.SOIL AND COMPOST MIX AS FILTER STRIP <br /> CONDITIONS".THIS CERTIFICATION IS BASED 21 162 <br /> UPON WORK PREPARED IN ACCORDANCE WITH SPECIFIED IN BMP T7.400F THE <br /> GENERALLY ACCEPTED PROFESSIONAL ENGINEERING AND/OR SURVEYING DRAINAGE MANUAL , <br /> .A O PRACTICES. <br /> •-y0 42876 STEVE D.MCCASKEY SECTION VIEW PLAN VIEW <br /> / E4F,0 Know what's below. <br /> Call before you dig. <br /> �NALLAIm DATE:5-29-24 4 ACCESS DRIVE CAVFS <br /> SCALE: �^3■0 <br /> PAWORMPROJECTS\2021`21-162 SEA COMCEOW&SHEETSM.0 GRADING SMALLDWG 9/14/2023 <br />