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PTN. OF SE 1/4,SE 1/4 OF SEC 18,TWP 28 N, R5E W.M. 0 o 1.
<br /> CONSTRUCTION NOTES
<br /> } O u
<br /> m
<br /> C010,TYPE 1 O 6"PVC FOR BLDG. DRAIN CONN., S=I.0%MIN.
<br /> 0
<br /> BIOCLEAN MODULAR STA 3B+5�fi.'rz2111 LT q
<br /> WETLAND VAULT, 50+56.5✓ 21.85 STORM DRAIN CLEANOUT PER DET. ON SHT. C3.100,
<br /> SEE SHT. C3.100 TRACT 997 O INVERT ELEV PER PLAN n
<br /> (STORM DRAINAGE/
<br /> OPEN SPACE) 3O 4"PVC PERF WALL DRAIN, SEE C3.01 •-
<br /> SEE C3.08 TYP. 7 15,499 SF SEE C3.05 J
<br /> 3d �-- ! ',�, �- 85 N 4O 4"PVC PIPE FOR WALL DRAIN CONVEYANCE, SEE SHT. C3.01
<br /> o �I _ 312 SIDEWALK
<br /> IRRIGA a7s5 1ss sF
<br /> 960 iF 479.5
<br /> M � CEMENT CONC. SIDEWALK PER COE STD. DWG. O1
<br /> _ L J ` E sze 4 J U O FLUSH WITH ASPHALT, NO CURB OR GUTTER. w
<br /> �- ______ � SEE C4.04 4+ ,
<br /> T; _
<br /> N O O O� 2 LF i / 9.91 ROAD ---- ---- W 6 CEMENT RIBBON CURB PER DET. SHT C2.100 y
<br /> DETENTION VAULT, - O - - W O Be
<br /> SEE SHT. C3.20 I \ 1 • \ �- R=20' (n z o
<br /> �, � R-27 I 7 CEMENT CONC. TYPE E-2 CURB PER COE STD. DWG. 309; o ; o
<br /> `-----"------ 6 TIP. 6" I O APPROX. LENGTH PER PLAN, SEE DET. SHT. C2.101 h p
<br /> 000 op II ' m o
<br /> W 6v N O 8O CEMENT CONC. DRIVEWAY RAMP TYPE 3 PER COE STD. DWG. 317 a
<br /> CRITICAL AREA $ 17 34 S I - o_ 12"S2fW bo Wvv- \1' c; 9O CEMENT CONC. CURB AND SIDEWALK PER COE STD. DWG. 312
<br /> 2ftF 1 ROAD E 156LF 12"So 2 0 N a e
<br /> BOUNDARY(TYP.) ' \ 71 SS SS 'o S- 'S TYP.• - --- i" 10 SAWCUT, REMOVE AND REPLACE EXIST. AC PVMT. a
<br /> ,- 'S-I-}-� _ (PRIVATE) o
<br /> INT 50+00.00 ROAD E
<br /> �--r b S=9-B3 1.76% o' N z
<br /> =60+00.00 VAULT ACCESS /s a 1 `I i� , ! - -- p L^ I 22 SS Q LEGEND
<br /> IE=474.50L
<br /> RIM=479.00 I ! , - -- \ - _ -- __ W STORM DRAIN PIPE
<br /> MSE WALL. SEE _
<br /> SHT C3.00 FOR If; _e - 3. , ,-- _ -- _- � W RLELY-CI
<br /> TOP AND TOE AND DET. ON /I IE-474' IE=47 0 2 Z Ip45'yf
<br /> []' SD CATCH BASIN B
<br /> SHT. C3.10O 4 1 i L IE=474. 9 1 'J '�
<br /> I C815, T E 1 IE=4s74.2 IE=474. E= 39 CB201, PE i-L 1 477.6 2 CLEANOUT W/CAP o
<br /> STA T \ I STA ° LT 0 -Ra- ROOF DRAIN z
<br /> 36 50 6.10, 0.0 IE=473.8 +45.84,, 6' F-
<br /> A 54944 0
<br /> 37 3$ 2 IE- Q WALL DRAIN
<br /> 030 sF o3o SF ' 42\ 43 44 I -5:
<br /> Fssravnr 0�3
<br /> l i 1s�a sF 39 40 41 I IE 777s I
<br /> o30 SF o30 SF' 1,030 SF I 1-03o 45 46
<br /> 4770 4FFE0 _ - 1 FfE 1,030 SF 1,352 SF 1,352 SF 1,030 SF 1,030 SF 1,030 49 • AREA DRAIN
<br /> 1 ! /F I a o a76.5 4�5 I 477,o 47z0 an.5 4 80 9= FFE f FFE,030 SF DRIVEWAY SCHEDULE RIP-RAP OUTLET PR07EC71ON THE AS-BUILT INFORMATION
<br /> \ a LOT STATION OFFSET WIDTH LENGTH GRADE TYPE _ SHOWN ON THIS PLAN IS PER
<br /> A a80.0 180.5
<br /> ~-_____ _ - - 4 79 A FIELD SURVEY PERFORMED
<br /> �
<br /> 1 ---r"-- ' -- ---s-r--- -�1-__ -__- 36 STA 49+93.SQ 5.00'RT 10' 20' 4.68% CONIC. BY MEAD GILMAN ASSOCIATES
<br /> �-
<br /> 4 .
<br /> 4
<br /> i r-- ----------- ------- _ -------_ 37 STA 50+01.98, 16.00'RT 9' ZO' 0.99% CONC. L CATCH BASIN LOCATIONS SHOWN ON PLAN REPRESENT R p
<br /> WDED BY THE
<br /> � --- 38 STA 50+22.46, 16.00'RT 9' 7.0' -2.03% CONC.
<br /> = - --- __ CENTER OF STRUCTURE PER STRUCTURE PLACEMENT
<br /> DETAIL ON SHT. C3.100. CONTRACTOR.
<br /> 39 STA 50+33.98, 16.00'RT 9' 70' 0.21% CONC.
<br /> 40 STA 50+54.47, 16.00'RT 9' 70' 0.73% CONC. 2. ALL STORM DRAINAGE(SD)CONVEYANCE PIPE SHALL BE
<br /> 41 STA 50+65.97, 16.00'RT g' 70' -0.32% CONC. LINED CORRUGATED POLYETHYLENE(LCPE), UNO. z
<br /> 42 STA 50+86.46, 16.00'RT 9' 70' -2.90% CONIC. 3. CATCH BASIN INLETS SHALL BE STANDARD RECTANGULAR
<br /> 43 STA 50+9797, 16.00'RT 9' 70' 0.537 CONC. FRAMES WITH VANED GRATES(20'x24)PER COE STD. DWG. z
<br /> 406 AND 411. SOLID LIDS FOR TYPE 2 CATCH BASINS
<br /> 44 STA 51+13.96, 16.00'RT 9' 70' -1.077 CONC. SHALL BE LOCKING FRAME AND GRATE OR LID PER COE 3
<br /> 45 STA 51+44.65, 16.00'RT g' 70' -0.14% CONIC. STD. DWG. 611 (UNO). W
<br /> 46 STA 51+60.65, 16.00'RT 9' 70' 2.85% CONC. Q
<br /> 4. TYPE i CATCH BASIN TO BE PER COE STD. DWG. 402. � o
<br /> 47 STA 51+72.15, 16.00'RT 9' 70' 0.53% CONC. i1PE i-L CATCH BASIN TO BE PER COE STD. DWG. 403. 9 _
<br /> 48 STA 51+92.65, 16.00'RT 9' 7.0' -0.81% CONIC. TYPE 2 CATCH BASIN TO BE PER COE STD. DWG. 405, rn
<br /> DIAMETER PER PLAN. L11 0
<br /> 49 IS 52+04.15, 16.00'RT 9' 70' -1.66% CONC. ..I =
<br /> 5. STORMWATER PIPE TRENCHES SHALL BE BACKFILLED IN LL O
<br /> ACCORDANCE WITH COE STD. DWG. 614 z
<br /> 4 0 o LU a
<br /> y �o M Q� f- O
<br /> 485 w c`''i oo w V 485 Q
<br /> LU
<br /> LU
<br /> EXIST. GROUND ELEV N LL.I _J
<br /> +¢ 1�'
<br /> AT ROADWAY480 2.69% O 1Y
<br /> 480
<br /> WATER QUALITY - ------ ---- - -- O VAULT, SEE FINISHED GRADE 2.69% 156LF 12"SD O z O
<br /> Z�w SHT. C3.100 AT ROADWAY q I S-4-83%1.76% N O
<br /> 475 Q 475 24aw c titi ".�` 098 7 J k
<br /> TRACT999 _-- m w
<br /> - - N TRACT998 25 77 6 6 --- Q
<br /> W / no
<br /> 470 90LF CB20,TYPE 1-L .Z-_t 470 / c ¢ w V u
<br /> 475.83 RIMS T07&..261 S=z�5891 IEI(12�=475.46475.44 = RACT997 31 � � jp ROADA II-90LF12"SD 71
<br /> 473.121E(12'E)- 2.51% IE(12'N)=075.-06475.37 64 CLIENT
<br /> 473.081E(12N) IE(12"W)=47546475.37 Q
<br /> it IE(6"SW)=473.29 m IE(6'S)=+7r96475.84 / 36
<br /> 465 465 awe 85 so PACIFIC RIDGE HOMES
<br /> 480 17921 BOTH ELL-EVERETT HWY
<br /> zi 37 SUITE 100
<br /> i BIOCLEAN MODULAR'---� I L _ o> h u 59 BOTH ELL,WA 98012
<br /> WETLAND VAULT, - (425)438-8444
<br /> SEE C3.100
<br /> 460
<br /> 475 460
<br /> 20LF 12"SD 2LF 12"S O
<br /> S=1.02% Ste" /^
<br /> 0.59% OT SCA l I p IU
<br /> � 1
<br /> 455 455 KEYMAP N TO LE `l 1
<br /> CB10,T e I 470
<br /> RIM=4P(r.69476.59 CONSULTANTS
<br /> i m IE(12'S)=�472.95 Site Planning•CIA Engineenng
<br /> IE(12"W)=47295 472.91 Landscape Architecture•Land Use Consulting
<br /> u,o
<br /> EXIST. GROUND ELEV ®ROADWAY¢ n3z1-e Ne lsmh srceet
<br /> 450 FINISHED GRADE®ROADWAY OL 450 G`eun WA98034'(425)
<br /> o Y IW-tch,WA 9MI•(509)93]31
<br /> N N N n T h T N <p O •t as N www.c p h c o n s u I t a n t s.c om
<br /> h ._ 'n N n os N n M ^W •t T •t O
<br /> qj m o o PROJECT NO.n 0132-21-028
<br /> v v v v v v v v v v v
<br /> �n 0 5 10
<br /> DRAWING
<br /> 50+00 50+40 50+80 51+20 51+60 52+00 52+40 VERT. IN FEET C3.06
<br /> �o • 0 20 40
<br /> o
<br /> HORIZ. IN FEET SHEET 19 OF 45
<br /> a Ca ®2o22cvHcons"lc ,uc.An Rine Rese
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