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6" Y
<br />N T �oz
<br />A
<br />SU 6
<br />3:1
<br />SLOPE
<br />MAX.
<br />O
<br />ES
<br />FLUSH WITH
<br />CONTRACTOR TO GRADE
<br />RIM37
<br />-3g
<br />SD O 1.0%
<br />AD g39
<br />RIM 111
<br />MATCH TO
<br />EXISTING
<br />1.
<br />ALL WORK SHALL BE DONE IN ACCORDANCE
<br />ALLEY
<br />ALLEY TO DRAIN
<br />495
<br />IE=37.49 6"
<br />N
<br />RIM=39.20
<br />IE=36.03 B" S
<br />`
<br />- `
<br />WITH CITY OF EVERETT CURRENT STANDARD
<br />IE=35.90 8" N,S
<br />IE=37.03 B" E
<br />v
<br />'' `
<br />g2
<br />SPECIFICATIONS.
<br />~.-38.05
<br />- -
<br />Sg,pS
<br />D
<br />IE=37.03 6" IN
<br />S7
<br />,`'
<br />Revision
<br />2.
<br />ALL GRADES SHALL SLOPE AWAY FROM BUILDIN
<br />_
<br />D
<br />-
<br />- -
<br />- -
<br />- - - -
<br />FOR 5'. WHERE SOFTSCAPE IS ADJACENT TO
<br />�•
<br />/
<br />TRANSFORMER °
<br />f r RIM=40.
<br />OUT)
<br />^
<br />STRUCTURE GRADE SHALL BE 0.5' BELOW -
<br />46 LF
<br />64 8_
<br />S2
<br />IGENERAT
<br />D
<br />SA
<br />ROOM
<br />FINISHED OOR.a
<br />SD-
<br />39.t9
<br />4
<br />-
<br />T��
<br />3.
<br />LID FEASIBWTY WAS CONSIDERED FOR
<br />¢
<br />p
<br />®1 R
<br />N
<br />-�
<br />a
<br />„3a "'-'
<br />T-r-•-�_
<br />rp
<br />--�
<br />-
<br />French Drain
<br />INFILTRATION, BUT DUE TO SITE CONSTRAINTS
<br />3Y,7g
<br />Jt
<br />23 LF 8"
<br />1
<br />WITH ELEVATION HEADED TOWARD STRUCTURE -
<br />39.p -_ o<
<br />SU,® 1%
<br />1541.50
<br />IT WAS DETERMINED TO BE INFEASIBLE.
<br />-
<br />AVERS
<br />TREE DRIP
<br />�GLAY
<br />-
<br />PERF PIPE SEE
<br />- - - - - - - - -
<br />4.
<br />AS A PIT TEST CONDUCTED AS SHOWN.
<br />"SD" OR "RD" ON PLAN REFERS TO SDR PVC 35
<br />3&zs
<br />2 L
<br />8"
<br />O
<br />26 LF B"
<br />LINE Tt'P•
<br />< oz
<br />LANDSCAPE
<br />SHEET, 3 1.3
<br />14
<br />�
<br />a
<br />rin
<br />RED BARN , .
<br />KENMORE, WA 98028
<br />r.200-7174
<br />r-
<br />DESIGN AND CONSTRUCTION STANDARDS AND ovuu U RIM=39.62 ------ � E=37.75_Vm�li FENCE SEE LANDSCAPE 41111*
<br />SPECIFICATION (DCSS)
<br />• . I , t r__• . DETAILS.
<br />5. re • • 1 I ��- r rF II■�III' W111111i SHEETS FOR HT, M
<br />p •• �IT
<br />-• • rr -
<br />FOOTING`1BE 1' HIGHER THAN FOOTING -/..•EA DRAIN r r . ® 4
<br />I'
<br />• I r Q� -r • 1i 90kt' _..■■®oral iiii�� MENOMONE:uMENOMONEE ■uu■ii ul■ , i •u• '` ,� ' ` , :
<br />GRADES6.ADA ACCESS ROUTES SHALL BE INSTALLED AT . DEVIATION REQUIRES ■.�•�■ ......... .Salom ■■A■IJ■ ...., e® __'-!
<br />ENGINEER TO REVIEW AND APPROVE. NOR IMM ..■M■I SCALE IN FEET
<br />NOME
<br />■ ■uu - r
<br />• ® �iAi■y■�:.�`. .alualival=.. a 'a ®` .a •. DRAINAGE
<br />x
<br />ET
<br />SEE
<br />40.23
<br />.-auuualiS ■i�ualualu-n.
<br />CATCHTYPE 1 o. • 0 A DECORATIVE RETAINING WALL SEE
<br />- -ale-aealalealali haeee■-_ere-er ,
<br />STANDARD PLAN 402
<br />VDSCAPE PLAN FOR DETAILS
<br />L y J IJ- �l LL• Lla , - '' _ Lil • YI +Gal.
<br />TRENCH • r ■�� �I�;i�
<br />PROJECTRIAMe
<br />i MC Evergreen Mawr
<br />AREA ISFI
<br />AREA[ACI
<br />Property Area
<br />24,937
<br />0.57
<br />Total Site Area (Property Area ♦ Vacated Adjacent Iand)
<br />45,746
<br />1.05
<br />SURFACE
<br />DESCRIPTION
<br />ARFA ISF]AREA
<br />[ACI
<br />Sl
<br />Roof Area
<br />14,593
<br />0.335
<br />S2
<br />On Property Concrete Walkway
<br />3,094
<br />0.071
<br />53
<br />On -Property Pavers
<br />979
<br />0.022
<br />S4
<br />On -Property Permeable Pavemem
<br />ISO
<br />0.003
<br />55
<br />OR -Property Permmble Pavement
<br />8
<br />0.000
<br />S6
<br />Off -Property concrete Walkway
<br />1,526
<br />0.035
<br />S7
<br />Outdoor Room
<br />125
<br />0.003
<br />SB
<br />Off -Property Summit Ave
<br />4,6901
<br />0.108
<br />59
<br />11Summit Ave Fire lane ura s
<br />1 1,635
<br />0.038
<br />ME
<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 11/21/2023
<br />Permit l nspector
<br />4-I146-IN RDCO CLEANOUT _
<br />- - IE=°4 ° °.. - ° ° ° °.' _ IE=38.64 40SE
<br />(JR SMITH 4020 W BRONZE I IE=34.75 4' N 36.69 4" RD d I_ -
<br />al GRATE OR ZURN, SIMILAR) ADJ 4a13
<br />TO GRADE ' 28 LF B" SO O 0.8% 39.75 J/
<br />FOOTING DRAINAGE - 40.23
<br />_--------_ SCH 40 PVC PERF PIPE, SEE I I 4"RDCO SEE SHEET C2.1 Q
<br />NOTE 4 AD #13 AD g14 4o.z3 7 �-17 �
<br />AD #2 RIM=39.80 4" RDCO ' 29 LF 8"
<br />RIM=39.72 IE=39.18 SO O 0.6%
<br />D STORM DRAIN, SEE NOTE 4 RIM=38.1 IE=37.62 B" S 4a23 _ 40,14
<br />IEIE=37. 8" N,S
<br />IE= 34.48 8" E,W IE-37.95 4" W
<br />Revision IE=37.65 4" W TYf. atso
<br />NDS AREA DRAIN PART p1200 IE=34.52 4" N (9)AREA
<br />4" RDCO INFANT a 1 9W.40.13
<br />® DE BLACK GRATE LID (COLOR S1 DOWNSPOUT TO IE-3Q.W t PLAY
<br />DETERMINED BY LANDSCAPE PROPOSED BUILDING C2.2 RD TIGHTLINE TO gp,23 AREA
<br />ARCHITECT) 4"RDCO Oil Seperator DEC ATIVE PAVERS SEE FF: 40.25 51 AREA DRAIN #17 PERF PIPE SEE 4150 r?
<br />q5 LAN CAPE PLANS tTYP) a 24 LF 4' RD 02.0% LANDSCAPE
<br />4 PORTLAND CEMENT CONCRETE o SHEET, 3/L1.3 Ot3
<br />PER LANDSCAPE PLAN - -- - _ -- - -- -- -- -- -- -- -- ---- -- -- -- o
<br />0 " 6" CONCRETE PANELS 33 LF 8" SO 0.8% 9 LF 4" RD O 2.0% TRENCH DRAIN F `` Tal41.50
<br />AREA DRAINS IN PLAY GRASS AREAS ARE ADJUSTED RIM=40.11 [ k w21 �` sM4o.n
<br />eI 4" RDCO DOWN 5" FROM SURFACE 70 BE BENEATH SAFETY IE=38.48
<br />OVER 6" CSBC AD 40 23 . SEE DETAILS SHEET L1.3
<br />t IE=34.RIM=39.75 RI RI �24 FOAM AND AGGREGATEy22 AD RIM=40.00 RIM=39.90 RIM-39.90it
<br />ANOUT SHALL BE PLACED
<br />IE=35.75 4" N IE-35.00 e" N,E IE=35.12 8" N,S IE=35.42 8" N,S AD #25 I DATE:
<br />°°°° 8" CONCRETE PANELS e TWEEN CIS AND COLLECTOR OF - - 423 - 'n
<br />OVER 6" CSBC RESIDENCE ENTRANCE IE=35.33 4" S IE=35.45 4" W IE=35.75 4" W RIM35,67 " N C AS APR 19, 2023
<br />DAYCARE
<br />DOWNSPOUT COLLECTOR (TYP) 40aa w23 ENTRANCE IE 35.67 8 S CONTRACTOR TO I tW41'S0 °
<br />45 - - - - 4" RDCO _ - _ - _ _ _ - _ - _ _ _ - _ _ - _ S7 HAVE GEOTECH S ew aon .
<br />8" ASPHALT OVER _ IE=38.00 4" W 0
<br />AD RIM=39.75f T u - a INSPECT SUBGRADE 1 rx.4ts0 40.a1
<br />e CSBC. OR MATCH EX C2.3 ' -37.40 (ADJ) IE=35.71 d , ° 13 LF 8" SO O LOX PRIOR TO INSTALUNG I Y ew40.3t S6 � SK C-9A
<br />WHATEVER IS GREATER be 4 - ° PLAY SURFACE 1 4150 a
<br />IE-34.21 8" E,W 40.23 � - ° CO E I K
<br />IE=34.21 4" RD N
<br />r� 4 to _ A AY - K' ° r�' AD #26 W/ HEEL I ,n '
<br />OSA POST -CONSTRUCTION SOIL t 19 LF 4" PROOF UD AD 31 I °
<br />AMENDMENTS 4" RDCO SA RD O 2.OR 7 e RIM=40.21 RIM 39.71 4o.z3 40u i a� French Drain
<br />- - 19 LF 4' _ AO 4"RDCO w _ _ IE=35.80 8"N,S IE=37.5 8"E
<br />IE=34.27 EA S 40.05
<br />i RD O 1.3R D ° 10 LF B" IE=36.13 4"W AD #29 1p
<br />4.00' 14 LF 8" a0.05 SD O 1.0% ' X
<br />I D D RIM-41.10
<br />Vault / f 9 LF 8" SL) O 0.9% SD O 0.9% AD q20 17 LF 8" 12 LF 8� �'75 AD g27 4" RDCO IE=36.27 8"N,S T9e4tsD �a.a ,
<br />AD y19 RIM=38.90 ❑ SD O 0.7R 30 LF 8" SD O 1.0% �•>q ° 2R RIM-40.10 IE=37.00 IE=36.60 4"W 9xt4oas Tw7Yw.a.as
<br />AD /38 Sz SD O 1.0% 25 LF 8" SD O 1.0% a DA ACCESS '
<br />FOOTIN EG J7. EG RIM34.01 IE=34.72 8" N Ro ❑ VAULT ° ADA ACCESS IE=35.90 8" NW,W LF 8" SD a 1.0/a DM
<br />IE=34.01 8" E,W IE=34.55 8" S 1 -
<br />CONNECTION SD IE=34.00 - ROUTE ADA ACCESS IE=37.50t 4" W RD - -
<br />RIM=37.50 , IE=34.05 8' N IE=34.55 4" W a _Tin LANDSCAPE AREA ROUTE /2� ROUTE p3 J
<br />+� IE=34.13 8" S,W ,� _ _ _ - - - 28 LF 8" SO ° _ _ _ �; W
<br />__------
<br />IE 35.83 4" N-PERF "' - J O 0.6% Revision SQ -�- - g7 ( - - - - - - - - -aD - SA Q
<br />r 3&00 y
<br />CB TYPE 1 33 LF B"
<br />' SD O 1.5% S J D Trench Drain S6 D r AI g30 4203 ' H
<br />RIM=37.69 IEc m.9r: D s Ec h9.tt AD 21 RIM-41.30 42..
<br />IE=33.91 8" E,W a ° S5 RIM39.40 SA - �L O 1.OR 1.02IX a1.59IX ,y a205 m W
<br />i IE=37.00 8" W,S N
<br />8 LF 8" SD O 0.80�iG - �' - 15 LF B" EX SIDEWALK C S6 _ IE=34.89 81W,S 7 LF 8" SO O 1.0% ED o 4" RDCO
<br />Ec Sa SO O 0.7% TO REMAIN D,S9.5s ` S9.oe 12" CONCRETE RB SEE a AD g2� EX SIDEWALK Sg v o N 0 TE=37.00 / is 4zts
<br />p ° t ° 39.12 LANDSCAPE P 3 1.2 G 4&� RIM=40.50 TO REMAIN 4 ro p Q
<br />6" CONCRETE CURB. SEE EG EG 3&3f: Tc/9G h ° IE=35.97 8 N,SW 30 LF 8" SD O 1.0% Ec 41J]3 °' Q It 3
<br />LANDSCAPE PLAN 3 1.2 EG 0 EG 3&]t EG x9
<br />IC EG X10S S6 39.24 39.39 Sg.yS SB.72 39. 7C/BC TC/BC z m
<br />37.93f 00 3&27f 3&44f 3&Mt 35.n: J& - 1c/BC 7G/13C ]G/BG 7c/Bc ve; \ aD.2]3 4aa9S aa85S 1 41.OIS ImIlacto al.zok c 4tJ9! H- N r
<br />' RIM=37.81 TC CAC TC TC 7C _ 1.8% w W
<br />IE=33.02 18" N,S 54 L Sg 3I 9D ° •iois ei . ° 17 n - 7 of
<br />IE=33.84 8" W D O 1.6R 3&5 ° J&95 0 D S9 taz 1"1" at.7e a.ez ram Of t0 >
<br />8 WI oco OOw
<br />11
<br />IE 33.15 8" NW 14 LF 12' - - ° ee°e °°e°° °° VACATED W M °,i °, 411] TC/BC Tc/BG d N W
<br />IE=34.00 e" PERF E SO 01.02 ' ffiPSD .- 5&55 3fl�a NO VEHICULA TRAFFIC m
<br />.° ° ..°
<br />BDMH 48"coNc °'04°. "`K "" °"°�'a ° K K
<br />RIM=37.38' WEIR STRUCTURE w . SB.OB ° w m ° n ° q S9 ° ° oa° v°°p -Iu.2e b•µ LANS3A 1E2� o
<br />IE=32.36'(18"PVC-N) RIM=37.62 Sao ° lvvvvvoo 'v3&7daywa. '°`°° °°o,° 'r.� 4a
<br />IE=32. 13'(18"PVC
<br />-5) IE=34.14 12" E Sg 3&4s °°e .° °° °�°° MOS °„
<br />IE=32.43'(12"PVC-E) I IE=34.14 8" W �• 3&W °° S8°a °°° Sae S9.d °°a °° S8 °ve Q
<br />0 37.sz 3].91 3&1a ° v°VVVV_� �. .Ss °.ss.s;;o°o o v T. VII
<br />iooz ° i J
<br />- -S '^ EG 3].73 3]. 3].M - J&52 I'll III 11Va°38°°Y °Jti11
<br />.80 °°`oeo, ,' - - EG 42°74 EG
<br />It VVV
<br />N-RIM=37.76 a 3 LF 6" SO O 2.0% ° °3&52.°°°° use°°° .2vvv,7°°° ° r' ate° ° t yz NJB 1.48`� II
<br />' S-RIM=37.69 1. ° ° o ."°. va SUMMIT AVEi�H\1
<br />VVV
<br />11 ere ;;L crIAN N EL FLOW-E IE=35.28 6" IN ® p °"` �`� °W `° �" °�" �' - FIRE LANE C\ 23 / �w II Z �
<br />°°° °°° °°° `� P=y W
<br />42"CONC(W-E EG 17.8E 37.72 �1.BS D D oho °Sg10 °1.8% 78.28° O`39.35i ° �•48° a�� SECTION > \ w 1.OB `� II Q I-
<br />$ `
<br />71,
<br />vcg o ��t4D3&5 =DRAIN �H2O ,O^395D
<br />KtV -'-\- - -40.87POST-CONSTRUCTION
<br />l KIJ
<br />_ �II WWN
<br />Z_
<br />>Q 41. SOIL AMENDMENTS I37.52 ° B7RENC
<br />C3.FOR ALL SOFTSCAPE 98LF6"SOO2.0%ftl 37.48 LOAD RATING AND AD30
<br />AREAS (7YP 1M COMPLAINT IE=35.34 6IN S 60 -It
<br />3ss J S .13-38.29 RIM-39.28 a . M 12" HDPE DETENTION E37.30 6" Sr W Q QPIPE 28 LF O 0.5% A 0341
<br />�O3797 - £ CD j)�
<br />E0 3].
<br />s
<br />SHEET NO.:
<br />El
<br />g"a w O,.CI W EG 4A1 C2.0
<br />¢¢ Q / fi'CI W 'EI I 2
<br />S - / a .- a i 1 4C 6 w a -,. ° t 6..CI w 1 IEG a2
<br />�•� G 3&03 c 3&2� 3&H c 3&53 c 3&Bi c 38.0: c �.1! �.33 c 39.s3 c .7f c 39.>� Ec w.13 c 10.3s c a0.5S c a0.7� c 40.91 o aai t.31: a34 / av7S c 4zo1 c 4zz3 az4 : RE PROJECT
<br />O GATE 0 3&9t EX SIDEWALK TO REMAIN G 4&td: Ec 4o.9t
<br />GATE NO.: 20-0097
<br />
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