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HomeMy WebLinkAboutR-380812W UJ J LJ �L z 0 Q LJ O O Q O LL Q w J Z UJ W A PORTION OF THE SE 1/4 OF SECTION 32, TOWNSHIP 23N., RANGE 5E, KING COUNTY, WASHINGTON DRIVEWAY APPROACH PER co o LOT DRAIN (TYP.) DETAIL ON SHEET DT-01 + (TYP.) IE =481.75, 800 8 7 6 5 4 3 2 1 1 Z 1 W C8 #14, TYPE 2 -48 "0 C8 #13, TYPE 1 JOINT UTILITY TRENCH C8 #18, TYPE 1 RELOCATE E POWER STA 2 +98.071 1.00' RT STA 23 +68.75, 12.22' LT NP• STA 25 +65.62, 12.22' LT POLE TO BEHIND IND CURB 19 W Y0 TG= 476.28 _ CO O IE =473.28 8" 0 �` CO , I CO CO TG =485.48 1 I 1 = >f = Q Q fk--. TG =478.79 TG 481.33 ... ' TG 483.48 ... . (� i4 r�' .... .. ..... .. �IE= 475.79, 8 "� ........ . IE= 478.33, 8"� IE =480.48, 8"� .j IE =482.48, 8 "0 ++�' ����M \ .�.� . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . � �. . . . . . . . . . . . . . . . CO I .. ..... ............ -,�. .� �-- � ' ' TG= 476.06 --'" -00000 Ow Om W IE= 473.41, 8 "0 ...._ W W /. 5 SIDEWALK V = 8' LANDSCAPE STRIP -»--- --- U w *00 to Qw LO W N PROPOSED WATER 6 5 4 3 � 27 +00 1 W i 24 +00 0 25 +00 2s +oo ADA RAMPS & CURB cc + •�1 - - 1 - - -1 -- - -� - -� - - --1- -- RETURNS - SEE SHEET Q 24 LF, 120 SD RD- 05 FOR DETAIL to • ACT E •.,, 1 "r 23 LF, 12 "0 SD 8 9 0 1 TR U) W RE C AREA 8 / 197 LF 12 "0 SD � 0-4 VJ U)� O 8" LANDSCAPE STRIP d W It �2 5 SIDEWALK C8 # 11, TYPE 2- 48 '� F • �---- o Q - -- ------ ��i�N�• ���------ -------------- - - -� r ------ - - - -� N���N� �_ ����� ���� ���N ������ ��� �� - ----- - - - --- -- - - - - -- ���-- - - - - -- �� STA 23 +07.42 11.22' RT -" .. ... .... ....... ......... ... o a .`.. ..... ...... ............ ......... ........_ ... . ... + _ TG= 480.89 �� TG =483.27 - TG =484.61 ♦; - TG =485.54 �- "'� ` IE =480.27, 8'0 ' IE =481.61, 8 *0 ' IE =482.54, 8 *0 IE= 477.89, 8 - i CID TG= 474.80 _ �• 10' PRIVATE UTILITY CL I NT' X i � , I _ 8-0 CB 12 TYPE 2 48 C8 19, TYPE 1 IE= 471.80, # �/ STA 23 +68.75, 11.22' RT EASEMENT (TYP.) 3' MIN. (TYP.) STA 25 +65.62, 12.22' RT A 27+ 15.95, ROAD A 9 CL INT X = STA. 56 +32.27, 108TH AVE SE 9 STA 23 +22.85, ROAD A s _ ��.�. '� = STA. 3 +47.41, SHARED ACCESS ESM'T. 27 28 29 30 31 s 1 __= MATCH LINE STA. 22 +75.00 (SEE SHEET RD-02) DRIVEWAY APPROACH TABLE LET # STATION - OFFSET - ELEVATION 1 STA. 26+15.939 13.00' LT. 485.07 2 STA. 25 +89.93, 13.00' LT. 484.55 3 STA. 25 +39.93, 13.00' LT. 483.48 4 STA. 24 +89.93, 13.00' LT. 481.84 5 STA. 24+15.93,, 13.00' LT. 479.52 SEE DRIVEWAY DETAIL F004 -1 ON SHEET DT -01 DRIVEWAY APPROACH TABLE LOT # STATION - OFFSET - ELEVATION 6 STA. 23 +89.93, 13.00' LT. 476.60 7 STA. 23 +47.559 13.00' LT. 474.03 8 STA. 23 +22.85, 13.00' LT. 472.54 9 STA. 22 +86.99, 13.00' LT. 470.36 28 STA. 24 +81.67, 13.00' RT. 481.50 SEE DRIVEWAY DETAIL F004 -1 ON SHEET DT -01 DRIVEWAY APPROACH TABLE LOT # STATION - OFFSET - ELEVATION 29 STA. 25 +31.67, 13.00' RT. 483.26 30 STA. 25 +87.679 13.00' RT. 484.51 31 STA. 26+15.679 13.00' RT. 485.07 SEE DRIVEWAY DETAIL F004 -1 ON SHEET DT -01 MN csD� - W �o 00 r .0 00� '(0 O� 00� 37.00 I VC - �P �� �� �� 00 00 �� co 00� 00000 `z m d-� �� 'q- 475 r� �1 1 O 1 470 0 � 1 + '0-11 NolN , 465 •ol QEr 1 lo- II..1 U) w Ww Z � i 460 -� Jw1 =wl �1 U 455 Q 1 1 1 1 1 450 Now Cd 2 waiii Days Bekw You Dip 811 CL INT'X STA 23 +22.85, ROAD A = STA. 3 +47.419 SHARED ACCESS ESM'T. ELEV: 472.79 ilill000�000,7O 23 LT, 12 "0 SD ® S= 0.529 SID 4"L A6�0 6 \F 1 �,\ A _ S 1 490 485 `-PIPE ANCHOR SEE SHEET PN -02 FOR DETAIL (NP.) CB #12. TYPE 2-48mol 46 TG= 475.31 IE= 470.31 12 "0 N IE= 470.64 8" 0 S IE= 470.31 12 "0 E IE= 470.31 12"0 sw � 45 �B 111, TYPE 2 -480@0 450 465 TG= 471.60 IE= 462.28 12 "0 NE CS #13. TYPE 1 IE= 462.28 12 "0 NW TG= 475.31 IE= 462.28 12"0 S IE= 470.76 8 "0 N IE= 470.43 12'00 S r N N r� U m (MINOR ARTERIAL) O.0 10- - 1* 00 V- O N 0000 1� 00� PVI STA: 24 +87.68 PVI ELEV: 482.77 K: 37.00 I VC - 15n - nn 0?� O� �N �� Q�0 00� LID ON N� 00 ►,'� O M 0000 O M M00 O 4 M00 O 4 MOD 0) Uj 0000 O) 0000 00 00 C6 00 00 I_� � c0 I� 00 00 00 00 `z m 23 +00 CONSULTING ENGINEERS L L C �,� 33400 8th Avenue South Suite 205 ( ® I I ` ��%� 4 I Federal Way, WA 98003 /LDEIML WAY (253) 63"113 www.esmcivil.com EVERM (425) "'-"M Civil Engineering Land Surveying Land Planning Public Works I Project Management I Landscape Architecture ESM JOB 258 - 044 -013 ,.0 SO 197 LF 9 4 c_ 4,�� 25 +00 0 FMT SLSdfrrAL 1 EARLY CLEAFM & QFADMIG NI LAR SLNRAffrAL 2 PLAN CHANGE #1 3 PLAN CHANCE 4 MYLAR N0. REVISION � ...I EXISTING GRADE 0 CL INT'X STA 27+15.89, ROAD A = STA. 56 +45.61, 108TH AVE SE r• ELEV: 487.13 �wi' PROPOSED GRADE ®� 2.00 24 LF, 12 "0 SD 0 S =0.509 CB # 18. TYPE 1 TG= 484.07 IE= 479.21 12"M S CB # 19, TYPE 1 TG= 484.07 IE= 479.09 12" M N IE= 479.09 12" 0 W STA: 26 +86.33 MATCH EXISTING ROAD 26 +00 27 +00 SCALE: VERTICAL: NAVO 1985 10=2W HORIZONTAL: NAD 1983/1991 0TY 0F INA R EN TON �r ONE NICH I DATUM AT FULL SCALE Planning /Building /Public Works Dept. F NOT ONE INCH SCALE ACCORDINGLY SCALE: 1, =20' I�+oRIz. 1 =5 VERT. 20 10 0 20 40 CONTOUR INTERVAL: 2' l � 1 KEY MAP SEE FRONTAGE IMPROVEMENT PLANS ON SHEET FR -01 ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN AS HDPE PIPE OR HDPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) 490 485 :X 475 R -3808 12 1 470 CHECKED FOR COMPLIANCE TO CITY STANDARDS GREENLEAF ROAD AND STORM PLAN AND PROFILE UTILITY PERMIT #14004398 1 21/30/201 FIE1)800K- PAGE: 0111110moc No- RD -01 D J: r.- n3 rZ D O D Z G1 Z C 9 m m z 4 r.> > O ' = 1 r W T1 O m c Z Z C T `z m m D D J: r.- n3 rZ D O D Z G1 Z C 9 m m z 4 r.> > O ' = 1 r W T1 O m c