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SEE C3.06 PTN. OF SE 1/4,SE 1/4 OF SEC 18,TWP 28 N R5E W.M. o
<br /> StE C3.03 CONSTRUCTION NOTES N
<br /> h, -I 35 34 33 32 31 30 29 28 27- _26 / 25 24 --
<br /> _7 1,526 SF 960 SF 960 SF 960 SF 960 SF 1,260 SF 1,26o 3FF -9sT1 SF I 960 S�` 96P SF/ 960 SF 1,175 SF L
<br /> 44 4 80 P E 78.5 2 4 ss a�5 FEE= a .5 a 9s ass 4805 46osl 480.5FFE= 1 ' a6 0 1 a - - - 01 6"PVC FOR BLDG. DRAIN CONN., S=1.09 MIN. -
<br /> F L352 SF `RIM 480 _ - IE=47Z IE= 7 2 IE= Z04 1 _ - - �.i - PER DET ON SHT C3.100,
<br /> O --_= l O
<br /> ----- -
<br /> 40+00.00-ROAQ-D------' _ _ INVERT ELEV. PER
<br /> Pa
<br /> C FFE= 21 \ O3 4"PVC PERF. WALL DRAIN, SEE C3.01 Q
<br /> Z61 •
<br /> 7 7-7
<br /> 9
<br /> SS C<. ° �' IE 2. ° >, L° - 48L5 7,056 SF K
<br /> 47.39 L - 1 1q> °° ° 5 T I° INT 42+53.69 ROAD D O 4"PVC PIPE FOR WALL DRAIN CONVEYANCE, SEE SHT. C3.01 m
<br /> IE=476-4 2 _ _��1 i SS_ _ _ _ =30+66.39 ROAD C
<br /> 45 FFE❑ Oo - 121LF 12"SD ELF - o S$ g g = O CEMENT CONC. SIDEWALK PER COE STD. DWG. 312. SIDEWALK
<br /> 1,352 sF 479.0 IE_478.1 2o� - - R�A�� alaoa 12"S a2+oo FFE- 2p 5 FLUSH WITH ASPHALT, NO CURB OR GUTTER. y
<br /> u da
<br /> CB20, S.. (PRIVATE _ - 481.5 1,056 SF i z
<br /> STA iB+6B:93;-&98' -- w°' I 4;w W 11^^�� �S- 6 '� �6 CEMENT RIBBON CURB PER DET. SHT. C2.100 x
<br /> 39+99.94, 0.35' RIM=480.27 --- f' W _I_ z o
<br /> 46 FFE- v _ a s i IE-4 33 CB30, O CEMENT CONC. TYPE E-2 CURB PER COE STD. DWG. 309; 3 3
<br /> 7 N
<br /> RIM=4 2.0 STA dP+53.69--6 B�� APPROX. LENGTH PER PLAN, SEE DET. SHT. C2.101 ? o
<br /> 42+53.72" 0.34' a
<br /> 47 FFE- R=19 IE 7, E ICE Z 9 - 786 ,38 = 1-9O CEMENT CONC. DRIVEWAY RAMP TYPE 3 PER COE STD. DWG. 317
<br /> 1,Q30 SF 479.5 � =477. � -.� .. � •\ 481.51056 SF
<br /> �4✓=F 1 I; i 9 CEMENT CONC. CURB AND SIDEWALK PER COE STD. DWG. 312 m
<br /> 5LF C TYPE 1 8 15LF i 88LF O o N
<br /> V IE=47Z35 S A f T 86LF + 481.5 1,OS�SF O
<br /> 2 IEM=480. 10 SAWCUT, REMOVE AND REPLACE EXIST. AC PVMT.
<br /> 1+21.30,� .Y6' � IM=480.6 7 TIP. "'N �- '6 z
<br /> 1• 4so 0 85 84 83 82
<br /> \81 I; 80 79 78 77 76 75 LEGEND
<br /> 1,516 SF� 1,048 SF 1,048 SF 1,048 SF 1,3 6 SF 1,376 SF
<br /> = 1,048 SF 1,048 SF II 1,048 SF 1,048 SF 1,475 SF
<br /> _ _FFE- - _
<br /> o- o 479.5 479.5 I 479.5 479.5 4y�9.5� II OS �E I = 17
<br /> 49 FFE- T 480.5 480.5 r 1460.5 a80.5 480.5 1 6, 462.0 , �F STORM DRAIN PIPE gIELY-C
<br /> y
<br /> L030 SF 480.5 -, __.M -_ -- -- _ -_ �-_5 _.- -_.----- - b SD CATCH BASIN IB
<br /> m _. _.------- -L-'--- L-I - I 8I-L1Q�48238 it--- -----I -�-ELF--- 16 CLEANOUT W/CAP
<br /> 482.0
<br /> ° -Ra- ROOF DRAIN
<br /> _ C oASa.C54944AF, `.
<br /> 'C� 44ggqq 1,386 SF
<br /> 1,05a SF �_ � � VE=4�4-9 2 _._._.__�_ . . _._._._T._._._. ELBOW 78.58
<br /> 481.0 ---.-. _--
<br /> ❑ ° ►I-I1/�- _� �. -- I'------------------ ------ WALL DRAIN RS7 T �
<br /> I-----I------!--- �-- ��r --- --- --- r--- ---� --- -- -- • AREA DRAIN gVAL ��1ry0`7�
<br /> l-- ---- ------ --'----- --'---�-i r�r- 3 IE- ----
<br /> 1,J52 SF 481.5 I RIP-RAP OUTLET PR0IECRON THE AS-BUILT INFORMATION
<br /> ON THIS PLAN IS PER
<br /> SEE C3.07 SEE C3.03 AHOI�D SURVEY PERFORMED
<br /> DRIVEWAY SCHEDULE DRIVEWAY SCHEDULE NOTES: BY MEAD GILMAN ASSOCIATES
<br /> LOT STATION, OFFSET WIDTH LENGTH GRADE TYPE LOT STATION, OFFSET WIDTH LENGTH GRADE TYPE i. CATCH BASIN LOCATIONS SHOWN ON PLAN REPRESENT AND/OR RECORD DATA
<br /> CENTER OF STRUCTURE PER STRUCTURE PLACEMENT PROVIDED THE
<br /> 24 STA 42+13.60, 16.00'LT 9' ZO' -0.70% CONC. 75 STA 42+08.99, 10.00'RT 9' ZS' 3.79% CONC. DETAIL ON SHT. C3.100. CONTRACTOR.
<br /> 25 STA 42+02.10, 16.00'LT 9' ZO' 1.21% CONC. 76 STA 41+97.49, 10.00'RT 9' Z5' 2.25% CONC.
<br /> 26 STA 41+81.60, 16.00'LT 9' 70' 1.87% CONC. 77 STA 41+76.99, 10.00'RT 9' 75' -0.58% CONC. 2. ALL STORM DRAINAGE(SO) CONVEYANCE PIPE SHALL BE
<br /> 27 STA 41+70.10, 16.00'LT 9' ZO' 0.23% CONC. 78 STA 41+65.50, 10.00'RT 9' 7.5' -2.03% CONC. LINED CORRUGATED POLYETHYLENE(LCPE), UNO. zo
<br /> 28 STA 41+49.60, 16.00'LT 9' 70' -2.60% CONC. 79 STA 41+45.00, 10.00'RT 9' 75' -4.68% CONC. 3. CATCH BASIN INLETS SHALL BE STANDARD RECTANGULAR
<br /> FRAMES WITH VANED GRATES 20z24" PER COE STD. DWG. z
<br /> 29 STA 41+38.01, 16.00'LT 9' ZO' -4.34% CONC. 80 STA 41+33.50, 10.00'RT 9' ZS' -6.33% CONC. ( ) r
<br /> 4 AND SOLID LIDS FOR TYPE 2 CATCH BASINS
<br /> 30 STA 41+0774, 16.00'LT 9' ZO' 5.56% CONC. 81 STA 41+02.83, 10.00'RT 9' Z5' 2.96% CONC. SHALL
<br /> LOLL BE LOCKING FRAME AND GRATE OR LID PER COE 3
<br /> 31 STA 40+96.24, 16.00'LT 9' ZO' 3.91% CONC. 82 STA 40+86.82, 10.00'RT 9' 7.5' 0.76% CONC. STD. DWG. 611 (UNO). 0
<br /> 32 STA 40+75.74, 16.00'LT 9' ZO' 0.99% CONC. 83 STA 40+75.32, 10.00'RT 9' 7.5' -1.11% CONC. Q z
<br /> 4. TYPE 1 CATCH BASIN TO BE PER COE STD. DWG. 402. o
<br /> 33 STA 40+64.24, 16.00'LT 9' 70' -0.799 CONC. 84 STA 40+54.83, 10.00'RT 9' 75' -3.50% CONC. TYPE 1-L CATCH BASIN TO BE PER COE STD. DWG. 403.
<br /> 34 STA 40+43.74, 16.00'LT 9' 70' -3.60% CONC. 85 STA 40+43.33, 10.00'RT 9' 75' -4.98% CONC. TYPE 2 CATCH BASIN TO BE PER COE STD. DWG. 405, N
<br /> 35 STA 40+32.24, 16.00'LT 9' 70' -6.64% CONC. DIAMETER PER PLAN. J i
<br /> 5. STORMWATER PIPE TRENCHES SHALL BE BACKFILLED IN LL z
<br /> ACCORDANCE WITH COE STD. DWG. 614 O rn
<br /> W a
<br /> 495 495 <
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<br /> a LLj a
<br /> Cn C
<br /> 490 Uo 490
<br /> 0
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<br /> W O o
<br /> W
<br /> O
<br /> ��� z
<br /> oo EXIST. GROUND ELEV. c.+i+i o 24 ^H° �98 7 J Q w
<br /> `�5 o rn AT ROADWAY¢ m 485 p
<br /> W o O1^ Z lid TACT 999 RO C -- m
<br /> m o+lµl ---------__ 77 76 L TRACT998 5 6 ___I; N
<br /> L o
<br /> to w FINISHED GRADE 2�3%- -
<br /> 1.00%
<br /> - __ / p
<br /> 480 ?n w AT ROADWAY q 1.00% 480 1
<br /> ----- -3.32% 36904% 1.00% / RACT 997 1 Q 83 70 ROADA = CLIENT
<br /> I �
<br /> I _ �
<br /> _ _ ___�� 17921 BOTH ELL-EVERETT HWY
<br /> 47s Io - __ - -__ - ��_� F - - - - - �� s BB ss PACIFIC RIDGE HOMES
<br /> } _ = - - - - - - �F12"SD 475 �
<br /> S=}QB9l CB30,TYPE 1 ° SUITE 100
<br /> - - - 121LF 12"SO / - 37
<br /> S-4-B 0.97% RIM=48a-B-348 9 L Q< "� 59 BOTHELL,WA 98012
<br /> 0.99% IE(12S)= . 4 Z85 - (425)438-8444
<br /> 0 IE(6'N)=+78:56 7 09 r
<br /> 470 470
<br /> C820 TYPE i-L CB25 TYPE 1
<br /> 15 RIM=4FB.49478.50 RIM=4 B479.57
<br /> IE(12'E)=#A5.4 475.44
<br /> IE(127J)=#75.•46 475.37 IE(12'N)=476.67 476.57 C J P H
<br /> K EYMA P
<br /> IE(12"W)=+754G 475.37 IE(6"E)--+,77-1-t 47Z04 CONSULTANTS
<br /> 465 IE(6 S)=475.96 475.84 IE(6"W)=47A:IF 476.91 465
<br /> NOT TO SCALE
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<br /> Site Planning•CIA Engineenng
<br /> Landscape Architecture•Land Use Consulting
<br /> �o EXIST. GROUND ELEV. P ROADWAY I1321-B NE 1201h Sheet
<br /> Grkla A,wA 9e334•(425)2&52390
<br /> y J 460 FINISHED GRADE®ROADWAY¢ 460 1olmwhwe.MheeA.en�e,swrec3
<br /> N Wemkhee,WA 98e01•I509I 293 7731
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<br /> PROJECT N0.
<br /> Dc,ro 0132-21-028
<br /> v v v v a v v a v v v v a a v
<br /> i M v v v v v v v v v v v v c v v •r •r 0 5 10
<br /> DRAWING
<br /> iN 39+60 40+00 40+40 40+80 41+20 41+60 42+00 42+40 42+80 VERT. IN FEET C3.05
<br /> �o o 0 20 40
<br /> i� ..rsbeiow. HORIZ. IN FEET SHEET 1,$_OF 45
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