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PTN. OF SE 1/4,SE 1/4 OF SEC 18,TWP 28 N, R5E W.M. 0 o
<br /> CONSTRUCTION NOTES y
<br /> _ ---- - 3 94LF ROCKERY WALL. SEE SHT C3.00 FOR b° C(D m
<br /> 476 TOP AND TOE AND DET. ON C3.100 �� 0 6"PVC FOR BLDG. DRAIN CONN., S=1.09 MIN.
<br /> i
<br /> .-IE=4J4.2 2
<br /> ° o IN EANOUT PER DET. ON SHT. C3.100,
<br /> •1--'------'--/----L-- - f--- --- r-- --, --- r--- - - - ' O INVERT ELEV. PER PLAN N- r
<br /> --Ir----', --- - - - -----I----- --------- ------- ---'---- - r ' O 4"PVC PERF. WALL DRAIN, SEE 0.01
<br /> �_-� �.� � Ili I 30, T�E � � � � ------- ----------•� � � '
<br /> I, •T 4"PVC PIPE FOR WALL DRAIN CONVEYANCE, SEE SHT. C3.01
<br /> 0.00 IE=478.1 A A /� ii; a m
<br /> �3 12 21 19 / ;; o CEMENT CONC. SIDEWALK PER COE STD. DWG. 312. SIDEWALK 11
<br /> \ y' z/Z'19 sF sF toss sF to��sF 1,056 SF 18 17/ 16 FLUSH WITH ASPHALT, NO CURB OR GUTTER.
<br /> 1' 1,056 5F 15 14 13
<br /> I F FFE= 1,056/SF 1,386 SF / 12 i;
<br /> 4s.o 4s to - 481.5 FFE_ s sF toss sF 1,056 SF toss sF 11 1p 9 - - - _' I s
<br /> 481.5 g81s FFE_ _ / Loss SF toss SF 1,056 SF J o O6 CEMENT RIBBON CURB PER DET. SHT. C2.100 y
<br /> I 1 gets o asz.o - FFE- FFE_ 056 SF z,a7a
<br /> I_ IE= 77.89 IE= as2s asz.s 4 FFE- FFE- FFE- FFE- z o
<br /> I -} IE 3C E- 8.57 ae3.o ae3.a asap a CEMENT CONC. TYPE E-2 CURB PER COE STD. DWG. 309;
<br /> TRACT 998 I I RIM• 2.77 IE=XXX.X I-48p 8 aea.o 4sas ae3s I o SITE BO NDAR O7 g o p
<br /> I Ij 1 z12tF a + F RIM=483. 9 65LF IE- 1 j APPROX. LENGTH PER PLAN, SEE DET. SHT. C2.101 w, o
<br /> (CRITICAL AREA) BILE B / SitF (TYP.) + m o
<br /> 4493 SF .I I= a9.13 IE=481.01 2 IE= 480.17
<br /> _ IE 4 / IE=480.8 RI 484.f0 '' O CEMENT CONC. DRIVEWAY RAMP TYPE 3 PER COE STD. DWG. 3/7
<br /> CEMENT CONC. CURB AND SIDEWALK PER COE STD. DWG. 312
<br /> SAWCUT, REMOVE AND REPLACE EXIST. AC PVMT.
<br /> S OAD D a
<br /> I� SS I 1 z12�I 10 TYP..
<br /> a I ^ IIf 49Lf S = 3i+oo IE=479. 7 1 Q LEGEND
<br /> Z
<br /> b 2 IEk478.19 17 _ROA ^ ISp+oo S SS S
<br /> (PRIVATE - F�l _ 2 IE=480.53 a _ _ STORM DRAIN PIPE RLELY-
<br /> , -p• SD CATCH B
<br /> ASINW IT
<br /> 3STU W W N Q ITIES - CLEANOUT W CA P
<br /> 9 TYP ROOF DRAIN
<br /> 5 SF
<br /> R-Y7 WALL DRAIN
<br /> ---- -___----- AREA DRAIN Cg3O F�c S`oFs
<br /> oC eT5 45w9TA4�4y�&6C��A`'B.aoz
<br /> �
<br /> �
<br /> �
<br /> Y
<br /> rONAG� �l�
<br /> 113L 1 1,175 SF 48.01
<br /> , 1 a75sF L IN 32-F�22.4 RO D C O1 Q _ 5 FEE❑ \ DRIVEWAY SCHEDULE RIP-RAP OUTLET PROTECTION
<br /> _ =22 53.69 ROAD B 1,297 SF 463.5 - THE AS-BUILT INFORMATION
<br /> _ ]4 FEE_ as CB50,TYPE 1 I i \ LOT STATION, OFFSET 141DTH LENGTH GRADE TYPE SHOWN ON THIS PLAN IS PER
<br /> L; 2 IE=¢76.0 �, s 480.5 / I, STA T 1 \ a A FIELD SURVEY PERFORMED
<br /> _ t aoe sF ae3s 0' 1 7 STA 32+81.12, 16.00'LT 9' Z8' 0.4% CONC. NOTES:
<br /> , I I 25 - � � BY MEAD GILMAN ASSOCIATES
<br /> 960 SF 481.0
<br /> $BLFj ^ol / 73 B STA 32+69.62, 16.00'LT 9' Z8' 1.7% CONC. AND OR RECORD DATA
<br /> I I 4 FEE- i. CATCH BASIN LOCATIONS SHOWN ON PLAN REPRESENT �
<br /> / / - I 1,024 SF 4835 1,291 SF 483.5 9 STA 32+49.11, 16.00'LT 9' Z8' 2.5% CONC. CENTER OF STRUCTURE PER STRUCTURE PLACEMENT PROVIDED BY THE
<br /> C� . )r/ I I i I I I.
<br /> SEE C3.05 SEE C3.03 10 STA 32+37.62, 16.00'LT 9' 7.8' 0.9% CONC. DETAIL ON SHT. 0.100. CONTRACTOR.
<br /> 11 STA 32+17.12, 16.00'LT 9' 7.8' 2.09 CONC. 2. ALL STORM DRAINAGE(SO) CONVEYANCE PIPE SHALL BE
<br /> 12 STA 32+05.62, 16.00'LT 9' 7.8' 3.6% CONC. LINED CORRUGATED POLYETHYLENE(LCPE), UNO.
<br /> 13 STA 31+85.12, 16.00'LT 9' ZS' 0.5% CONC. 3. CATCH BASIN INLETS SHALL BE STANDARD RECTANGULAR of
<br /> 15
<br /> 14 STA 31+73.62, 16.00'LT 9' 7.8' 1.1% CONC. FRAMES WITH VANED GRATES(20z24)PER COE STD. DWG. z
<br /> 15 STA 31+5Z62, 16.00'LT 9' 7.8' 3.3% CONC. 406 AND 411. SOLID LIDS FOR TYPE 2 CATCH BASINS
<br /> 16 STA 31+26.95, 16.00'LT 9' Z8' 0.6% CONC. SHALL BE LOCKING FRAME AND GRATE OR LID PER COE U 3
<br /> STD. DWG. 611 (UNO).
<br /> 17 STA 31+10.95, 16.03'LT 9' 7.8' 3.07 CONC. z
<br /> 4. TYPE 1 CATCH BASIN TO BE PER COE STD. DWG. 402. Q
<br /> 18 STA 30+99.45, 16.00'LT 9' 7.8' 2.5% CONC. O 0
<br /> TYPE 1-L CATCH BASIN TO BE PER COE STD. DWG. 403. o
<br /> 19 STA 30+78.95, 16.00'LT 9' 7.8' 0.3% CONC. TYPE 2 CATCH BASIN TO BE PER COE STD. DWG. 405, - y
<br /> 20 STA 30+6745, 16.00'LT 9' 7.8' 2.IX CONC. DIAMETER PER PLAN. LJj o
<br /> J =
<br /> 21 STA 30+46.95, 16.00'LT g' 7.8' 3.4% CONC. 5. STORMWATER PIPE TRENCHES SHALL BE BACKFILLED IN LL
<br /> 22 STA 30+35.45, 16.00'LT 9' 7.8' 0.57 CONIC. ACCORDANCE WITH COE STD. DWG. 614 c) z
<br /> 23 STA 30+19.45, 16.00'LT 9 7.8' 4.1% CONIC. L U a
<br /> I- O
<br /> U w
<br /> m R a^
<br /> cr
<br /> 490 Mo oo `v" r°i + I 490 V/
<br /> N N I Z ti
<br /> M I
<br /> ^ h w w M EXIST. GROUND ELEV. n N o W �(D O
<br /> AT ROADWAY¢ z p w _ vlww -_ 2q 98 7
<br /> 485 --- \ maw _ -J- --- ------ -- ,r=1. % ----- 485 J p k
<br /> \ Z n w AT T FINISHED ROADWAY _--- -------- O - TRACT 999 ROAD C 6 =_= Q
<br /> Q
<br /> PROPOSED WALL \ ___ ---- - 77 76 N O w
<br /> -200% /----�--- --�---- ---- 1.01% /CACT.8 25 0. o
<br /> v
<br /> 480 \ /7 0 _ 480 30 O 82 71 2, 1 Z U
<br /> RACT997 31 Q 83 70 ROADA
<br /> 64 CLIENT
<br /> -_- p- - - - - - - m
<br /> - / 36 88 6560 PACIFIC RIDGE HOMES
<br /> 475 1€- CB50,TYPE 1 475 / ---�i 17921 BOTH ELL-EVERETT HWY
<br /> o RIM=08239 482.47 SUITE 100
<br /> Rill TYPE1 fE(12'S)=479.59479.49 37 cv H BOTHELL,WA 98012
<br /> RIM=4SB1-&3480.91 / - m
<br /> ` IE(12"S)=4i=8-B947Z85 IE(6'N)=i8969479.85 L _ m 5s
<br /> IE(6 478.09 (425)438-8444
<br /> 470 470
<br /> 0
<br /> 465 465 KEY MAP C I P I H
<br /> NOT TO SCALE
<br /> CONSULTANTS
<br /> i m SRe Planning•CIA Engineering
<br /> Landscape ArchBecture•Land Use Consulting
<br /> 1
<br /> EXIST. GROUND ELEV. ®ROADWAY 1321-B NE 1201h SheetanraoaSeuth wA9m3a H2sI2B52390
<br /> 460 FINISHED GRADE®ROADWAY¢ 460
<br /> o s 1We.teh eeWA 9MI•(509)2917731
<br /> c p h c o n s u I t a n t s.c om
<br /> O N n V M tp h O n O O^ .O N N t\ O, .- M h d, V W ^7
<br /> u> r� ^ N N "i ^'i v v -i vi vi vi vi v5 PROJECT N0.
<br /> N N ro N N N N ro N ro ro N N ,N q,) N N W aJ
<br /> �v `*ter `* �v a a v v 0132-21-028
<br /> n 0 5 10
<br /> DRAWING
<br /> 29+60 30+00 30+40 30+80 31+20 31+60 32+00 32+40 32+80 33+20 33+60 VERT. IN FEET C3.04
<br /> o 0 20 40
<br /> o
<br /> ..r.below. HORIZ. IN FEET SHEET 17 OF 45
<br /> a C.B:tore w�a�e. 0z 2 cvn An A-Beeemea.
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