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PTN. OF SE 1/4,SE 1/4 OF SEC 18,TWP 28 N, R5E W.M. o
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<br /> / 3 CONSTRUCTION NOTES 3
<br /> WETLAND BUFFER O ASPHALT PAVING PER SECTIONS ON SHE. C2.100 k
<br /> 1 ENHANCEMENT PER WETLAND SIGNAGE PER FINAL O CEMENT CONCRETE CURB&SIDEWALK PER COE STD. DWG 312
<br /> / FINAL MITIGATION
<br /> PLAN BY OTHERS MI71GA710N PLAN, (TIP)
<br /> I O CONTINUOUS 6'HIGH FENCE, LENGTH PER PLAN w �
<br /> l 28051800406500 88' z
<br /> ii6 LF 3 TOWNHOME UNIT(TIP.) REMOVE AND O CEMENT RIBBON CURB PER SECTION A ON SHT. 2.100 <
<br /> REPLACE EXIST.
<br /> INT 30+66.39 ROAD C z o 0
<br /> N8758'1 = 42+53.69 ROAD D 3 END SIDEWALK CEMENT CONCRETE TYPE E-2 CURB PER COE STD. DWG. 309; g p
<br /> 150.5T INT
<br /> ROAD CB O APPROX. LENGTH PER PLAN > m o
<br /> PROPERTY 5'LANDSCAPE BUFFER ti T
<br /> BOUNDARY(TYP.) N8758'11"W 300.04' o
<br /> m — — — - oo O CEMENT CONCRETE DRIVEWAY RAMP TYPE- 3 PER COE STD.
<br /> 1 — — — — -- --- --- h DWG. 317
<br /> a o a N
<br /> v; it _ 2 TYT CEMENT CONCRETE SIDEWALK PER COE STD. DWG. 312, a
<br /> pQ e e m O SIDEWALK WIDTH PER PLAN. FLUSH WITH ASPHALT, NO CURB OR
<br /> zk3s '256?F ha2selsr e20 e19 18 17 16 15 '� rn GUTTER z
<br /> A r'0� r•� ,. toss sE +.3ec sr 14 13 12 11 10 m _
<br /> CT 9 �8• r 3as 056 s '056�` '•056 sr rasa sr ,,ose sF rase sF r, r z I oo O STANDARD PARKING STALL PAVEMENT MARKINGS PER DET. ON
<br /> C SS LI S SHE C2.100
<br /> °' v �, gLELK
<br /> / at ° '•• ,• -.1 - y L7 J I O9 PAVEMENT PATCHING PER COE STD. DWG. 326 •�d�p4 wAyyC�B
<br /> 9 F S IT .• J •�. I
<br /> IL EN ' s • '' 16, •1e s' '16 / tsa •�•is'• •fs' MATCH EXIST. PAVEMENT AND PROVIDE SMOOTH TRANSITIONT
<br /> z I �. i'• .16 6' 62.4 ' cn
<br /> 0o S87_58Y7'E 66. 31+00 16 ii SAWCUT, REMOVE, AND REPLACE EXIST. AC PVMT.
<br /> — _I ROAD C(PRIVATE) � 32+00 ., ' -
<br /> 8 5 S8758'11'E 156.02' -- — .-__ __ O PROTECT AND PRESERVE CURB NOT SHOWN FOR REPLACEMENT.
<br /> E R= 0' 6 8 o R-27 S 758 811"E 6Z87• 12 ANY DAMAGE CURB DURING CONSTRUCTION SHALL BE REPLACED SSrUvnr. 0
<br /> N 3 4 o O3i --- --- - AT THE CONTRACTORS EXPENSE �ry4�a
<br /> REMOVEABLE BOLLARD TYPE 1 PER WSDOT STD. DET. H-60.10-01 15 15 _ THE AS-BUILT INFORMATION
<br /> I, YP. SHOWN ON THIS PLAN IS PER
<br /> N 24 _ 18 64' 16 ,sang 0' i4 BOLLARD TYPE 1 PER WSDOT STD. DET. H-60.10-01 A FIELD SURVEY PERFORMED
<br /> 60, `1J5 75 - $ g, 15 CROSSWALK LAYOUT, DET. SHT. C2.102 BY MEAD GILMAN ASSOCIATES
<br /> 'S UC R S A ' '(._z5Typ. 7 T ACCESS O AND/OR RECORD DATA
<br /> 66 ,,09 ff .N I,i91 SF
<br /> 25,� a 1 12 EYP. PROVIDED BY THE
<br /> s25.; 'b•. 78 64' 61• ONTAGE i6 DETECTABLE WARNING STRIP PER WSDOT STD. PLAN F-45.10-03 CONTRACTOR.
<br /> 4
<br /> 26 to=, LEGEND
<br /> CR C A A al r 9eo 6a• Z -
<br /> 5,a93 so' ,. ta7e7 72� _ 3 61 NT 1 +00 0 R z
<br /> ro 12 � e PROPOSED BUILDING
<br /> ' r,oz, ,.znr sr 21 20.1 RO D B o
<br /> 66
<br /> S A + .1 0. / ,1 60' � e ¢ to7ie8s �- 71 R —2 81'— •o o '' SIDEWALK
<br /> N A H. // ,,zsr sF fA
<br /> 8 66' a. o RIBBON CURB
<br /> 98 F ° 79 64• pp �_ o
<br /> 70 1 - i --- o STANDARD AC PAVEMENT z
<br /> aZ ss' a�, �`'R Q - zizesr .,o `� (PER DET. ON C2.100) o
<br /> 1 B ":JSie a _ :r_,.e-� r'y• WETLAND BUFFER ENHANCEMENT AREA =
<br /> w
<br /> 60' Cc 3 I 1 16 61 .t8 ROAD A (PER FINAL MITIGATION PLAN, BY OTHERS) o
<br /> ----------- 186 LF
<br /> WETLAND A N 6d' fo+ IROADA;_ 1+o = 6.70 19TH AVENUE SE �� 6'FENCE z
<br /> CAT. 11 I (i _ 81 N N 15 (PRIVATE) `" - N
<br /> 2$751 SF _
<br /> / 6 0 4'SPLIT RAIL FENCE w
<br /> TRACT997
<br /> (STORM DRAINAGE/ ' 82 6a' N 2 R=30' 69 1 P �Jp In CURB RETURN NO. LL f-
<br /> OPEN SPACE) 60' 32 �e '+,.V t6,7s I I i I ® (PER DET. ON C2.101) Q
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<br /> 6a102 )s 2 'o QUANTIFIED SURFACE AREAS 0' l
<br /> Q v 60' I.o8,a u� 66 LL1
<br /> 66'
<br /> s3 sa' 10' TOTAL PROPOSED ROOF AREA(S)= 75,646 SF Cn
<br /> 60' t ' 10 F ,,p8„ 65 81' 1 W^ TOTAL PROPOSED OTHER HARD SURFACES= 49,090 SF
<br /> \�\ 66' 24 '-° h o BREAKDOWN: POLLUTION-GENERATING= 48,090 SF Z a• _ 34 NON-POLLUTING-GENERATING= 75,646 SF c
<br /> 5'PAVED AC ESSm ' 85
<br /> 60 64 64 o Z oo TOTAL PROPOSED LAWN&LANDSCAPE= 34,732 SF O
<br /> \ 16 ''S16 n H '-�'•r,5,e s '~" �' it oo TOTAL PROPOSED(ROOF&OTHER)SURFACES= 123,736 SF /1
<br /> 1` 58' 35 N TOTAL LAND-DISTURBING ACTIVITY= 165,685 SF C>
<br /> `1 TYP.13 sze sF R=20• �^
<br /> ml 1 R=27 TYP. q 64 R=10'a1' o Ca
<br /> 33 5, 9' 7 8 r1) w
<br /> WHEEL STOP, SEE DET. o Q o
<br /> 8 51+00 9 71'
<br /> SHT. C2.102(TYP.) - - 8 0 u
<br /> - +0o ROAD E(PRIVATE) 15 s o
<br /> —� - S8758'YI'E ss.1P _ UNIT ACCESS TO
<br /> J SB758'11'E 156.02' — —� —
<br /> INT 50+00.00 ROAD E zT 16•• �' '• ` .. 76 FRONTAGE
<br /> =60+00.00 VAULT ACCESS ' t C 16'•• °2• •2: s: 1s s'• •1s 6:• �. rz g CLIENT
<br /> CONC. DRIVEWAY(TYP.) n — _- _ a. .. t z •6•.•I 1 '1s,' - ys•, ;s'.- 6'• •1, o PACIFIC RIDGE HOMES
<br /> �7 8 39 40
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<br /> I 17921 BOTH ELL-EVE RE TT HWY
<br /> SUITE 100
<br /> ,47 50EX. ENCROACHMENT AGREEMENT BOTHELL,WA 98012
<br /> p (425)438444
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<br /> _ i 1 NOS APE BUFF o C � P � H
<br /> � 58758Y7'E 58L58' i' 1' s' ems' _— � s o
<br /> N A INT 40+00.00 ROAD D PROPOSED PARCEL -- --- --- �.
<br /> 28051800405400 =51+46.19 ROAD E LINES(TIP.) M 53+02.21 ROAD E B o CONSULTANTS
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<br /> � S'rfe Planning•Clvl Engineering
<br /> Landscape ArchBecture•Land Use Consulting
<br /> N w0 11321-B NE 1201h Sheet
<br /> GhJaiW,WA 9U4,H2512B52390
<br /> o Y IWe,wt h,,WA 9M I•(509)93]31
<br /> w,c phconsu I to nts.com
<br /> PROJECT NO.
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<br /> 0132-21-028
<br /> DRAWING
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<br /> 0 30 60 C201
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<br /> mbelow. PLAN IN FEET
<br /> a x CallB:,orew�ale. SHEET 9 OF 45
<br /> ®zozz cvn conseiceeu.uc.nn Bi rn:Beservm.
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