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SECTION 4 & 5, TOWNSHIP 29 NORTH, RANGE 5 EAST, W.M. <br />MIDPOINT OF PROPOSED ASPHALT <br />PAVED DRIVEWAY ENTRANCE <br />STA 16+54.5, 8.6' LT� <br />FIRE HYDRANT PER CITY STANDARD 507 <br />TO BE INSTALLED BY CITY OF EVERETT <br />PUBLIC WORKS UNDER SEPARATE UTILITY <br />PERMIT BASED ON COST ESTIMATE <br />TO BE PAID BY APPLICANT/CONTRACTOR <br />PRIOR TO INSTALLATION. <br />5/8" IRRIGATION METER <br />COMPOST AMENDED <br />VEGETATED FILTER STRIP <br />4 � <br />3. <br />9.62 <br />10.15 <br />IE=7.29', 12" CPEP <br />OUTFALL <br />STA 16+54.6, 100.4' LT <br />12" CPEP DISCHARGE <br />PROVIDE ROCK OUTFALL <br />PAD PER DETAIL <br />.57 <br />/ <br />1 <br />/ EDGE OF PAD, <br />a • �10.33 �A <br />ELEV=10.99 10.66 ♦�I ool <br />r / 10.20 \> SDCB-1A I�Lo xy <br />SD \� STORMFILTER V <br />�SDS- ° <br />/ ��T/FT 18" CARTRIDGE <br />-I2' CPE�SD STA 15+96.8, 78.0' LT 1 <br />/ 92LF SEE DETAIL SHEETC3. <br />0/0 z o 0 <br />LOW POINT <br />10.22 <br />10.88 10.78 <br />11.01 <br />---- - RIDGE --____-- ) <br />rn <br />10. <br />LOW POINT <br />SDCB-2A <br />EDGE OF PAD 10.03 RIM=10.00' <br />ELEV. = 10.0 z7o oho IE-6.95' , 12" CPEP (SE) <br />SDC <br />STO R M FI LT§ LT�bCB-1 A 3 <br />27" CARTRID§ = 25' 3, <br />STA 13+67.9, 106.2' (ET==7.%d.2" CPS (NW) <br />\ / SEE DETAIL SHEET C3.1 ti\� \ <br />0.99 \Oo <br />4999 SlT <br />I & �10.62 \, �2 <br />OOJ SO CA <br />\ STA 12+98.5, 20.4 LT �2\ <br />\ 10.99 12" CPEP DISCHARGE 2 <br />\ \ PROVIDE ROCK OUTFALL <br />PAD PERR DETAIL <br />O�_ \ ems, NSTALL CROSS / <br />/ W� TOE - WALK STRIPIIN <br />°E----P-ERSTDDTL721TOE <br />w <br />\ VV am 35 LF 12" CPEP <br />S alp T/FT <br />/ \ Al O p <br />18+00 - _ CONNECT FRONTAGE TO, �P <br />/ EXISTING CATCH BASIN \_ <br />19+00 1 // <br />EX. SDCB <br />RIM=6.05 / <br />IE (S)=1.20 <br />IJ IE (N)=1.20 R <br />�6- <br />J <br />20 <br />0 <br />EX. SDCB <br />RIM=6.35 \ O o b <br />IE (N)=1.30 0 <br />EX. SDCB \ <br />N iA P i <br />RIM=6.71 v, <br />IE (S)=2.36 (/) <br />O <br />AS -BUILT CERTIFICATION: <br />I HEREBY DECLARE TO THE BEST OF MY <br />KNOWLEDGE THAT THE INFORMATION SHOWN <br />HEREON REFLECTS THE "AS -CONSTRUCTED <br />CONDITIONS". THIS CERTIFICATION IS BASED <br />UPON WORK PREPARED IN ACCORDANCE WITH <br />GENERALLY ACCEPTED PROFESSIONAL ENGINEERING AND/OR SURVEYING <br />PRACTICES. <br />STEVE D.MCCASKEY <br />DATE: 5-29-24 <br />I A' <br />0 <br />1� <br />• I 1 1° <br />0 1 <br />I I <br />I I <br />III ; Io <br />I IE=5.01', 12" ADS <br />II OUTFALL <br />IE=5.06', 12" CPEP <br />I I EXISTING <br />STOPBAR <br />7T <br />IE=2.135', 12 4aS(SVV)_ <br />M 28TH p4AC <br />wP ENE <br />w� <br />�W <br />�W-_ W <br />VERIFY STORM PIPE vt <br />CONNECTION. PROVIDE <br />MAINTENANCE AS REQUIRED <br />I <br />INTERSECTION <br />ROSS ROAD STA 12+36.26 = <br />-28TH PLACE NE STA 20+00.00' <br />I <br />25 <br />25 <br />20 <br />20 <br />1 <br />DEVELOPMENT AREA <br />15 <br />rn <br />LD <br />G' Lu <br />EXISTIN GRADE <br />= <br />LD <br />100 YEAR <br />FLOOD <br />ELEV 12.0 15 <br />Vj <br />�a \ ----� <br />10 <br />/ <br />/ <br />10 <br />/ <br />T <br />FLOOD <br />IGRAkD PAD,A\ <br />ELEV = 11.00 <br />CUT <br />FLOOD FILL <br />/ <br />5 <br />FLOOD <br />FILL <br />G <br />- <br />5 <br />0 <br />0 <br />0+00 <br />0+30 <br />0+60 <br />0+90 1+20 1+50 1+80 <br />2+10 2+40 <br />SECTION A -A' <br />SCALE: H: 1"=30' <br />V: 1 "=5' <br />r <br />60' ROW <br />CL <br />SLOPE VARIES <br />TYP TO 2:1 MAX) <br />14' <br />I <br />EXISTING ROAD, <br />WIDTHS VARIES <br />- - - <br />ROAD SLOPE VARIES, <br />DEPTH VARIES, <br />MIN.1% MAX. 5% <br />MIN. 1.5' <br />IMPROVEMENTS FROM <br />4" COMP DEPTH HMA CIL PG 64-22, PREVIOUS PHASE <br />2 LIFTS REQUIRED <br />2' WIDE SHOULDER <br />4" COMP DEPTH CSTC <br />(SAME SECTION) <br />4" COMPACTED DEPTH GRAVEL <br />BORROW <br />SUBGRADE, COMPACTED TO 95% <br />MOD PROCTOR <br />SEE STD DETAIL 302 FOR <br />ADDITIONAL INFORMATION <br />ROSS ROAD SECTION <br />SCALE: NONE <br />I'MIN <br />ACCESS WIDTH VARIES <br />3' CAV FS 2% - 3% <br />(VARIES) <br />4 �- <br />L GRAVEL OR CRUSHED <br />SURFACING LEVEL SPREADER <br />COMPOST AMENDED <br />VEGETATED FILTER STRIP WITH <br />2% -25% LATERAL SLOPE. <br />SOIL AND COMPOST MIX AS <br />SPECIFIED IN BMP T7.40 OF THE <br />DRAINAGE MANUAL <br />SECTION VIEW <br />ACCESS DRIVE CAVFS <br />SCALE: NONE <br />ASPHALT PAVING <br />PER DETAIL o <br />0 30 <br />60 <br />Feet <br />RECORD DRAWING <br />This Record Drawing has been prepared, in part, <br />based on "As -Built" information provided by <br />others. Though the as -built information and this <br />drawing are based on the best available <br />information, no presumption should be made <br />regarding the drawing's accuracy. <br />Jim Knappert 10/14/2024 <br />Permit Inspector <br />1111111111111311011 <br />PLAN VIEW <br />L 4" MINIMUM MHA CLASS' <br />2 <br />6" MINIMUM COMPACTED DEPTH CSBC, <br />COMPACT TO 95% OF ASTM D-1557 <br />12" CEMENT TREATED BASE PER <br />GEOTECHNICAL MEMORANDUM <br />COMPACT SUBGRADE TO 95% OF THE MAXIMUM <br />DENSITY AS DETERMINED BY ASTM D-1557. <br />PLACE STRUCTURAL FILL IF REQUIRED 04 <br />ENTRANCE ASPHALT PAVING SECTION <br />SCALE: NONE <br />NOTE <br />ALL PAVED AREAS NEED TO BE PREPARED BY <br />OVER -EXCAVATING A DEPTH OF 18" AND PLACING A <br />LAYER OF TX160 GEOGRID AND BACKFILL THE <br />OVER -EXCAVATION WITH 2" CLEAN CRUSHED ROCK. <br />EXISTING SURFACE CONTOURS ARE <br />BASED ON 2 FT CONTOUR INTERVALS. <br />DESIGN SURFACE IS SHOWN AT 1 FT <br />CONTOUR INTERVALS FOR CLARITY <br />EDGE OF PAVEMENT <br />GRAVEL OR CRUSHED <br />SURFACING LEVEL SPREADER <br />FILTER STRIP <br />Z <br />0 <br />F_ <br />U <br />7 <br />F_ <br />U) <br />Z <br />0 <br />U <br />2 <br />O <br />LL <br />V) <br />w <br />2 <br />th <br />N <br />v <br />rn <br />REVISIONS <br />fA fA o M <br />jr n N C1 <br />W O Sao <br />W > .n-. M W <br />Z W <br />0�00 <br />> O O IG <br />0 ��� <br />W Cf)� LL <br />Z� <br />W� <br />w <br />7 <br />N <br />H <br />W <br />W <br />1= N <br />H 1- <br />(a N <br />O <br />Z O) <br />QeOQ <br />� La <br />NOO <br />W In 2 <br />N O Z <br />ra <br />EN <br />TON <br />o � a <br />-Y <br />J <br />a <br />J LU <br />J r a <br />Cl) Z 00 Z <br />tea°' <br />a o <br />W = <br />IL o� <br />N W <br />IL00 LU Cl) <br />Q M W od <br />Z Z <br />0 <br />DATE: <br />9/14/23 <br />JOB #: <br />21-162 <br />15. <br />Know wbars below. <br />C811 before you dig. <br />C3m0 <br />P:\WORK\PROJECTS\2021\21-162 SEA CON\CE\DWG\SHEETS\C3.0 GRADING SMALL. DWG 9/14/2023 <br />UNPUBLISHED WORK COPYRIGHT© 2023 BY HARMSEN &ASSOCIATES INC. <br />