|
PTN. OF SE 1/4,SE 1/4 OF SEC 18,TWP 28 N, R5E W.M. 0 o
<br /> CONSTRUCTION NOTES
<br /> } O u
<br /> m
<br /> O 6"PVC FOR BLDG. DRAIN CONN., S=1.09 MIN.
<br /> 0
<br /> OSTORM DRAIN CLEANOUT PER DET. ON SHT. C3.100,
<br /> 2 INVERT ELEV. PER PLAN N
<br /> O3 4"PVC PERF. WALL DRAIN, SEE 0.01
<br /> a
<br /> SEE C3.07 SEE C3.04 4O 4"PVC PIPE FOR WALL DRAIN CONVEYANCE, SEE SHT. C3.01
<br /> 64 65 Q6 67 1 .J 69 70 71 72 73 74 - a6 __ �a 14 FFE❑ _,'I O CEMENT CONC. SIDEWALK PER COE STD. DWG. 312. SIDEWALK
<br /> 1,352 SF �10' i 1,516 SF 1024 SF 1,0 SF 1,024 SF 1,Emu,
<br /> rI 1 1,344 SF 1024 SF 1,024 SF 1,024 SF 1,024 SF 1 408 SF 1�. -' S
<br /> _ r FFE_ F FF[_ FFE_ FFE- FFE_ FFE_ FFE_ FFE_ Lo56 sF a625 _ FLUSH WITH ASPHALT, NO CURB OR GUTTER.
<br /> / I FFE= j 48.5 483.5 3.5 483.5 '\ 483.5 483.5 483.5 48❑3.5 483.5 483.5 -- a z
<br /> H g82,5 �° 40, TYPE 1=480.68 \ p IE= 484.54 IE=480.45 IE= 1.00 CEMENT RIBBON CURB PER DET. SHT. C2.100 y 3
<br /> 1 481.82 A ;T x IE 79.76
<br /> PROPERTY I I - i 74L 1 90LF 5 17 0' 1 1 L056 SF \\ C I z o a
<br /> 53 FFE- R=2T IEq 2 IE= $0.76 _ CEMENT CONC. TYPE E-2 CURB PER COE STD. DWG. 309;
<br /> BOUNDARY _ 1,030 5F 482.5 �I -48 3 0. _ 1 = - _ O7 p
<br /> ' - 4 R=27 -- -I-3 4823 \ APPROX. LENGTH PER PLAN, SEE DET. SHT. C2.101 h
<br /> ( •)� l I INT 20+00.00 ROAD
<br /> 7 101 5F \ \ \l� O8 CEMENT CONC. DRIVEWAY RAMP TYPE 3 PER COE STD. DWG. J17 m a
<br /> o t sF �'l ° I,d �, ll°, I° qg p '- �\ O CEMENT CONC. CURB AND SIDEWALK PER COE STD. DWG. 312 F
<br /> ° °
<br /> 56
<br /> ESS�r U7ILITIE �0 1
<br /> d ss _
<br /> ACC 33LF - _ - 10 SAWCUT, REMOVE AND REPLACE EXIST. AC PVMT.
<br /> ° o
<br /> 120LF 2"SDa1+po � INT 22+
<br /> "' � =32+22 ROAD C
<br /> � - 1 S 2+oo .41+34tF
<br /> 55 FFE- 8 2IE�481.96 (PRIVATE) s-i - Rp 11 FFE- LEGEND z
<br /> I� Lo30 SF
<br /> 48do W^, W�- 'vv�L Ot$2%- __ S-Q'.�50% 6 TYP. 2 IE 4 °17 1.055 SF 4830 Z
<br /> C835, TYPE 1 p l¢ °� - vi V-I. „
<br /> STORM DRAIN PIPE
<br /> SF !I 4! SD CATCH BASIN gLELK 6
<br /> 1 _ � 1,056 SF 483.0 C'I
<br /> ' E-¢81 7 -------- TYPE 1 ��p4�yf'lC
<br /> - ° \ 59 zti2i-53-6�B-B�
<br /> 56 � W T � - v CLEANOUT CAP
<br /> 1,03o sF ae3s _ E=481.54 ° O a W/ °
<br /> i STA T _l
<br /> o' 9 5915 60 62 55 R=63
<br /> 1 �?
<br /> 1°03LF 1 k' I 22+53.63, 0.1 z
<br /> a R=30 =7f3� 1 121 481.04 15, I -Ra- ROOF DRAIN
<br /> li 57 E-8 ,1 1,757 SF 1,291 SF 61 1,291 SF -1;845 SF O a 1 2 3 4 5 6 a 9 FFE❑ A 5¢9gq ��
<br /> 1,030 SF a N FFE__ _ 1,291 SF _ FFE= �`. 2,179 SF -1.2.915� 1,291 SF 1,291 SF 1,291 SF 1,607 SF 1,056 SF 4830 WALL DRAIN OAF FC/STF•�b`,r4,
<br /> FFE- ° 4835 483.5 FFE= 483.5 483.5 I g83,5 483.5 4835 483.5 483.5 483.5 6 O ib� 6. I AREA DRAIN FFrOnUI lad
<br /> .;.'�
<br /> SEE C3.07 SEE C3.02 SEE C3,04 RIP-RAP OUTLET PROTECTION THE AS-BUILT INFORMATION
<br /> TRACT 999 SHOWN ON THIS PLAN IS PER
<br /> (ACCESS&UTILITIES) NOTES.* A FIELD SURVEY PERFORMED
<br /> 41,050 SF
<br /> BY MEAD GILMAN ASSOCIATES
<br /> 1. CATCH BASIN LOCATIONS SHOWN ON PLAN REPRESENT AND/OR RECORD DATA
<br /> CENTER OF STRUCTURE PER STRUCTURE PLACEMENT PROVIDED BY THE
<br /> DETAIL ON SHT. 0.100. CONTRACTOR.
<br /> DRIVEWAY SCHEDULE DRIVEWAY SCHEDULE 2. ALL STORM DRAINAGE(SO) CONVEYANCE PIPE SHALL BE
<br /> LOT STATION, OFFSET WIDTH LENGTH GRADE TYPE LOT STATION, OFFSET WIDTH LENGTH GRADE TYPE LINED CORRUGATED POLYETHYLENE(LCPE), UNO.
<br /> 1 STA 21+52.53, 10.00'RT 9' 10' 0.46% CONC. 65 STA 20+5743, 16.00'LT 9' 7' -0.88% CONC. 3. CATCH BASIN INLETS SHALL BE STANDARD RECTANGULAR of
<br /> 15
<br /> 2 STA 21+64.03, 10.00'RT 9' 10.2' -0.41% CONC. 66 STA 20+7792, 16.00'LT 9' 7' 1.347 CONC. FRAMES WITH VANED GRATES(20x24)PER COE STD. DWG. z
<br /> 3 STA 21+84.53, 10.00'RT 9' 70' -2.62% CONC. 67 STA 20+7792, 16.00'LT 9' 7' 2.61% CONC. 406 AND 411. SOLID LIDS FOR TYPE 2 CATCH BASINSo
<br /> SHALL BE LOCKING FRAME AND GRATE OR LID PER COE 3
<br /> 4 STA 21+96.03, 10.00'RT 9' 7.0' -3.70% CONC. 68 STA 21+05.42, 16.00'LT 9' 7' 4.38% CONC. STD. DWG. 611 (UNO). m
<br /> 5 STA 22+16.20, 10.00'RT 9' ZO' -5.70% CONC. 69 STA 21+36.09, 16.00'LT 9' 7' 3.13% CONC.
<br /> 4. TYPE 1 CATCH BASIN TO BE PER COE STD. DWG. 402. Q o
<br /> 6 STA 22+32.54, 10.00'RT 9' 9.9' -5.01% CONC. 70 STA 21+47.59, 16.00'LT 9' 7' 2.91% CONC. O
<br /> TYPE 1-L CATCH BASIN TO BE PER COE STD. DWG. 403.
<br /> 59 STA 20+21.68, 10.00'RT 9' 10' -4.08% CONC. 71 STA 21+68.09, 16.00'LT 9 T 0.73% CONC. TYPE 2 CATCH BASIN TO BE PER COE STD. DWG. 405, y
<br /> W
<br /> 60 STA 20+41.88, 10.00'RT 9' DIAMETER PER PLAN.
<br /> 7' -3.93% CONC. 72 STA 21+79.59, 16.00'LT 9' 7' -0.51% CONC. _
<br /> 61 STA 20+53.39, 10.00'RT 9' 7' -2.83% CONC. 73 STA 21+79.59, 16.00'LT 9' 7' -2.719 CONC. 5. STORMWATER PIPE TRENCHES SHALL BE BACKFILLED IN LL O
<br /> 62 STA 20+73.89, 10.00'RT 9' 9,5' 0.58% CONC. 74 STA 22+00.09, 16.00'LT 1 9' 7' -3.047 CONC. ACCORDANCE WITH COE STD. DWG. 614 z
<br /> 63 STA 20+85.69, 10.59'RT 9' 9.5' 0.73% CONC. Lu a
<br /> 64 STA 20+45.92, 16.00'LT 9' 7' -2.09% CONC. ~
<br /> Q
<br /> / on
<br /> W
<br /> m
<br /> p� 0-
<br /> 490 w ito �Q � w 490
<br /> �¢ oo °o�co o O
<br /> W o� '�1 �N W z o
<br /> c5 d- o o� EXIST. GROUND ELEV. N+ cd O
<br /> m ocym +oa AT ROADWAY GL N„N'> m '0
<br /> 485 `"� FINISHED GRADE I-^w _,`--__-- uw _ 485 24 ' �9 7 J p k
<br /> ?uW AT ROADWAY Znw ------ w
<br /> -2.04% 0.75% -0.75% -0.75% 1.98% 0.91 TRACT 999 ROAD =_
<br /> 1.21% 98 TRACT 998 25 77 6
<br /> / m o
<br /> c y
<br /> 480 480 / 30 O 2 z U
<br /> Q _ RACT997 I - B3 a RDA A
<br /> O ----- CLIENT
<br /> 133LF
<br /> 12OLF 72-SD CB40 TYPE 1 y -��� :r 12"SD CB50,TYPE i / 3s 88 PACIFIC RIDGE HOMES
<br /> 0 475 CB35,TYPE 1 S=95Bflr S=0.50% RIM=48?:59 482 4 475
<br /> Q RIM--4 359483.44 / D =__�� 17921 BOTH ELL-EVERETT HWY
<br /> M _ 0.52% IE(12 S)-4F9.59 4 9.49 SUITE 100
<br /> o IE(12S)=496:92 478.82
<br /> IE(12"W= --- -- IE(12'N)=478.92478.82 IE(6'N)=48969 .85 37 c v v°ji tOul 59 BOTHELIT 1 98012
<br /> IE(121N)=47&.32 478.19 -----
<br /> 1E(12"E)=4�&.32478.89 -- (425)438-8444
<br /> IE(618)=476-82 478.57 _
<br /> 470 470
<br /> CIPIH465 465 KEYMAP NOT TO SCALE
<br /> CONSULTANTS
<br /> i m Site Planning•CIA Engineenng
<br /> Landscape Archnecture°Land Use Consulting
<br /> 1311-B NE 1101h Sheet
<br /> EXIST. GROUND ELEV. ®ROADWAY anroaa wA9maa Hz5I2as2a90
<br /> 460 FINISHED GRADE®ROADWAY¢ 460
<br /> o s N IWenat"eeWA 9MI•(509)93]31
<br /> N O www.c Phconsulfanis.com
<br /> m O O O m O N a h a N O m O n O O
<br /> '•i r•i N �i o N o ro M "j I� uj iy vi N vi N vi N h N h M h PROJECT N0.
<br /> 0132-21-028
<br /> 'n 0 5 10
<br /> DRAWING
<br /> 19+60 20+00 20+40 20+80 21+20 21+60 22+00 22+40 22+80 23+20 VERT. IN FEET C3.03
<br /> �o 6 0 20 40
<br /> o-
<br /> ..r.below. HORIZ. IN FEET SHEET 16 OF 45
<br /> a C.B:tore w�a�e. 0-2 cvn conseiceeu,uc.All Rl-Resemm.
<br />
|