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\ SDCB�{9,TYPE I •
<br /> �� SDCB11, TYPE •
<br /> PI '• W/VANED GRATE
<br /> ,!� D. - STA 18+23.98 14 L
<br /> ��.�; IE STA 16+64.41 14 L
<br /> 3� j -SDMH R2; 26 LF 12"CPEP SD 1• \
<br /> / v STA:'16+ 0.83 55.72 L 5=2.1 „ `• SDC 13, TYPE I
<br /> RIM = .92.50 26 L 12"CPEP • STAB19+64:27 14
<br /> 5=0:39. - - 47 ',
<br /> - \ IE-= 81.00 - _ _ ``•'1. 26 LF 12"CPEP \ CURB RAMP PER C.O E i.
<br /> ..,, ..„ �� �5=1.79P • $TD DTL 310A(TYP)
<br /> ..-'' - ''•, '-',', 4- /. .....APPAr-
<br /> ` o 8� EMI t0
<br /> S'/ t I 00 �ftt��\\
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<br /> -SDI el#3 - '� l+ -=IIPIIIIIIIEIEIM �p 4►1
<br /> \ • --- ,.,_ ,
<br /> STA.TS+: .6, A 4A 1_ �� 'I - �
<br /> RIM =3
<br /> I
<br /> IE=3•
<br /> .':' - ''''. Y1':.
<br /> I
<br /> 8 P P ...., .. 4,* lirol4Viii
<br /> 4, % ,- - - 4010, - /3 TO BE TL =LK
<br /> All"k.,...idk.' 1101111 ',..— :—..7:.00,410•010 •
<br /> • .cne, • •. , .....0-.110 •111;
<br /> i • AND C-3.1 TYP _ fl _
<br /> \ RIM=42272 ( ) _ ■
<br /> Op s, ' ' IE= 410.48 PROPOSED
<br /> I I PROPOSED SEWER ROW VACATCON -- I 1•
<br /> O P'OP ,'. "\ EASEMENT(TYP) PROPOSED WATER i
<br /> EE.S• a-
<br /> AND T P •/' % ,•� EASEMENT(TYP)
<br /> / S'.
<br /> I
<br /> ROAD AND STORMWATER PLAN (STA. 10+00.00 TO 20+44.87)
<br /> SCALE ,"=2D' NOTES: LEGEND
<br /> PM STA= 19+85 1. FOR CURB RETURN INFORMATION SEE I PM ELEV= 423.47
<br /> EX. CONTOUR
<br /> SHEET CR-1.2 O
<br /> A.D. = -6.53
<br /> K= 15.32 2. FOR ROADWAY HORIZONTAL
<br /> 100.00'VC CENTERLINE DATA SEE SHEET PROPOSED CONTOUR B 3/
<br /> 1,
<br /> CR-1.2.
<br /> ' m 3. SEE CHEST C- AND -2.1 FOR /
<br /> I z - N.`n 440 2 SPOT ELEVATION ✓
<br /> 0 C
<br /> MASS GRADING.
<br /> y
<br /> I .
<br /> o o a N< CENTER OF EX. TYPE I CATCH BASIN
<br /> p M M_M._ `; n u CUL-DE-SAC
<br /> o �� �� �� „� m m w w STA 20+44.67
<br /> zz� "'�www • o600 /2.25%
<br /> _ " i, d' PROPOSED FINISH.GRADE _ TYPE II CATCH BASIN PR SH
<br /> o
<br /> •
<br /> • ..,,00mm
<br /> g M 6 o o SD CALL 48 HOURS STORM DRAIN PIPE SD
<br /> o „ M EXISTING GRADE W, BEFORE YOU DIG
<br /> " ° " T 64 1-800-424-5555
<br /> CC U' \ !� 40. 164 L 8 W/M STORM DRAIN PIPE
<br /> SDCB#12 (UNDERGROUND)
<br /> w RIM='422.33
<br /> i
<br /> z
<br /> J' 00
<br /> _ 1..��Ep..SQ
<br /> E 41933
<br /> U-� B WM
<br /> u
<br /> SDCB�10
<br /> ......___ ........._ .t. ZA,. __... .___._.. RIM 4090 .._ .._.... _._.......... ____. .__..... .._......._ ____... .... �� ti ,
<br /> F S (F/„ ._CIE=406.00
<br /> 1=”CPEP 4Jg97 CpFp I
<br /> •
<br /> a„WPM 2 CPEP SDCB q8
<br /> ‘111,\SEE SHEET CR-1.2 FOR RIM =39504
<br /> OVER THE ROAD STORM. 1E..- 380 c
<br /> ..39154:
<br /> I
<br /> ' WATER PROFILE(SDMH _ �/
<br /> I
<br /> ' b1 TO SDMH4) -
<br /> •
<br /> DATUM ELEV
<br /> (((/
<br /> lir
<br /> •
<br /> 360 d �.., , ,� n N �� Nno� o� <.i n o N- N v i a:n �nc'
<br /> n n �o •
<br /> te
<br /> ��M:� n mM ov 0
<br /> .+ 0a rd' a <a v: a a a v v �r a
<br /> 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00
<br /> P
<br /> PROPOSED ROAD AND STORMWATER PROFILE (STA. 10+00.00 TO 20+44.87) KEY MAP
<br /> I
<br /> SCALE 1"=20'HORIZONTAL
<br /> 1"=10'VERTICAL
<br /> c' :3r i*" .xM'•' 3iNSX :.., 2.s,S 2,..g.4.C-ZWST. = 4_.-,.,, VI:M -.t:Y.'. .t,.. •.:,...-.....b..:6.,?.- <,K7:=E....... ........7^.M9aE.KIPX:.,.is mw,.un.-,,.z 3:%Y.i.+d..1
<br /> _' C32-1 INTERAIR ROADWAY EXTENSION No. .Date By ` Revision Description,.. " Destined or „Date: ,I,FFL;er
<br /> I w 02/14/06 PACLAND ISSUE FOR REVIEW STP 02/14/06 4°�q��bpe "�xi s
<br /> 2 7/11/O6 PACLAND RESUBMITTAL Drawn Br GRADING
<br /> 3 8/15/06 PACLAND ISSUE FOR PERMIT JKG PERMIT A' • 7 a .. , I COMMERCE CENTER AND STORMWATER PLAN CR-1.1
<br /> c'e`'`"' '' P`°'"'"° 101AnL%O. 11235SE6thSt T(425)453.9501 EVERETT, WASHINGTON AND PROFILE
<br /> I
<br /> PJM 2005024.003 Sure 720 F(425)453ffi08
<br /> I mu.�z/r/ Belem"WA 9aaD4 mws.PArLm.ow
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