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HomeMy WebLinkAboutR-380814W LA- Z 0 0 1� Qo 0 1 + W Q N N 01 LA- N z Z 0 cC 1 23 I Q w � J Q L- C Q r 8 "9 w o A(T'y w • W J ow _ (1)"' -4 , O 1 V 1,, C( �- ............�T( 06 Q IE 0 1 C6 #69 TYP Q STA 4 +06.2 O 8 "0 MIN. cr (TYP-) YD LL TG =473.51 IE =470.51, 8"0 W 21 mi z w w 0 ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETWLENE PIPE (SWPE; ALSO KNOWN AS HDPE PIPE OR HDPP) 4. CORRUGATED POLYMMENE PIPE (CPEP) A PORTION OF THE SE 1/4 OF SECTION 32, TOWNSHIP 23N., RANGE 5E, KING COUNTY, WASHINGTON DRIVEWAY APPROACH PER ED I DETAIL ON SHEET DT -01 (NP.) _ STA. 5+10.73, 13.00' LT. CB X21. TYPE 1 (PRIVATE) STA. 6 +80.35, 15.11' LT. END CURB, BEGIN EDGE OF PAVEMENT STA 5 +57.399 23.50' RT I CENTER OF DRIVEWAY EL= 479.72 ! SEE DETAIL ON SHEET DT -01 rSTA_ 5 +45.24. 24.54' LT. r 25' EMERGENCY � f EL= 486.00 N T- 0 00 O 00N (0 00 � � PC) .00 - N � CD -0) c0 00 � O 1 � f � � � I� r-- � 'q- - 00 111-00 i' t � in 000 N o N 00 + LO . 1 l� v 485 Z 0 rd _ OI � q EXISTING GRADE 0 Q OI :D 01 PROPOSED GRADE 0 q 480 C) + I N L1J ©1 ___ --- � NI I Z Q1 i ac 0 F.I / 475 w E- CO 1 /" w Q 11 i cn � 01 W Q 1 23 LF, 12"0 SD w 470 LU Z 01 0 S =0.52% �I _ ' U Q1 465 10- ~ < WI 1 I `_ C_8 , 7, TYPE 1L TG- 472.30 IE= 467.75 8 "0 NE IE= 467.42 12 "0 S 460 ICB 6 TYPE -48 "0 TG= 472.30 IE= 467.30 12 "0 N IE= 467.63 8 "0 S IE= 467.30 12 "0 SW Ca121Niai ft Days Bskw You CV 811 worm olkwm 5 +( CONSULTING ENGINEERS L L C L����ui• 333400 8th Avenue South I ® I I I 'O Suite 205 (0N Federal Way, WA 98003 M FEDl1ML MY (253) W"I13 www.esmclvll.com ENERETT (425) 297 -9900 Civil Engineering Land Surveying Land Planning Public Works I Project Management ( Landscape Architecture ESM JOB #258- 044 -013 ROAD C (MINOR ARTERIAL) '0 'O �Go (0N 00 00 00 00 00 M � 0000 � 0000 1* 0000 1* PVI STA: 5 +60.00 N PVI ELEV: 483.48 ^ �: K: 14.70 + LVC: 7 5. 00 110 60 w U D LO LID I U) W Q J 00 Q T I -T7 +00 EL= 486.22 STA. 6 +69.829 14.60' RT. I 0 r 0( '0 �� m00 00 00 00 00 00 00 00 00 00 14-00 '�� �qt t STA. =5 +42.94, 13.00' RT. EL= 482.02 CL INT'X A 7+24.69, = STA. 53 +65.09, 108TH AVE SE ELEV: 486.39 2.00% STA. =6 +79.99, 0.00' LT. FUTURE ROADWAY PROFILE FOR FULL ROADWAY EXTENSION (SEE PLAN VIEW GRADES FOR 53LF,8 "0 SD EMERGENCY ACCESS ROADWAY) 0 S =7.58% END OF FULL PAVEMENT SECTION STA. =5 +57.46, ROAD C EL= 482.88 CB 21 TYPE 1 (PRIVATE) TG= 482.66 IE= 478.66 8 "0 S C8 #20. TYPE 2 -48 "0 W/'SOLID LOCKING LID (PRIVATE) TG= 482.43 IE= 474.64 8 "0 N IE= 474.64 8 "0 S IE= 474.64 8 "0 W CL INT'X I STA 7 +24.69, ROAD C = STA. 53 +65.09, 108TH AVE SE I� I _I KEY MAP DRIVEWAY' APPROACH TABLE LOT STATION - OFFSET - ELEVATION 21 STA. =4 +43.379 13.00' RT. EL= 474.94 22 STA. =4 +93.52, 13.00' RT. EL= 478.50 23 STA. =5 +42.94, 13.00' RT. EL= 482.02 *SEE DRIVEWAY DETAIL F004 -1 ON SHEET DT -01 6 +00 7 +00 0 FIRST SURSIMA. mm 14 SURVEYED: SCALE �'t� +>' ��� 1 as,�� HORIZON o °i 9e� 991 I DAY MYLM SUOMMAL ELI ,4 . �� CI TY OF Z PLm owm #1 am 14 � ��: � RENTON 3 PLAN CFPMIOE ESM 14 Q 4 MYLAR ESM 4 CHECKED: ONE INCH DATUM A� AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH S� L � NO. REVISION BY DATE A P P R APPIMNED: SCALE ACCORDINGLY 11-1 1 SCALE: _�• �' 1 =5 VERT. 20 10 0 20 40 R- 380814 NOTES 1. TEMPORARY EASEMENT REQUIRED IF WORK DM NDS ONTO ADJACENT PROPERTIES. 2. PRIVATE STORM DRAINAGE SYSTEM TO BE MAINTAINED BY HOME OWNERS ASSOCIATION. 485 475 470 465 CHECKED FOR C MPUANCE TO CITY STANDARDS GREENLEAF ROAD AND STORM PLAN AND PROFILE UTILITY PERMIT #14004398 Mm: 12/30/2014 PAGE oRVM+c No- RD -03 SHEET: 17 "30 C M z Z D L Z C m m 0 D Z 0 Z C m 0C z 0 O �s <