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HomeMy WebLinkAboutR-380815w Q z Z U U J 0 F- 06 D Q O cc Q w J Z W W 0 W LLJ J A PORTION OF THE SE 1/4 OF SECTION 32, TOWNSHIP 23N., RANGE 5E, KING COUNTY, WASHINGTON D 2 +00 a: / } CB #15, TYPE 1 STA 2 +62.00, 0.00' T <T � fi` � co LLJ t � RAC E � so l l CB X14, TYPE 2 -48 "0 � ^^ STA 2 +98.079 1.00' RT o N l �i� is Y I 9 � Q � 27 ICB X11, TYPE 2 -48 °0 1 1 (I STA 23 +07.42. 11.22' RT io I� ROAD B (SEE SHEET RD -02) 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) 480 475 470 PRIVATE ACCESS EASEMENT 00 O � Lf•) � cD CEO 00 06 NOIO O� �� � 00 It O O N N O O� Public Works I Project Management Landscape ArcWtectune 8 ESM JOB #258- 044 -013 �O �� 7 00 �� CL INT'X 00 �O CL INT'X F ( - r- r� r R r J J ACCESS ESM'T. STA 3 +47.41. PRIVATE ACCESS ESM'T. STA. =2 +50.00 I _ STA. 23 +22.85, ROAD A END ROADWAY „J 6" 0 S. D. CAD 2.0% JOINT UTILITY IMPROVEMENTS --' MIN. (TYP.) TRENCH (TYP.) P I i YD TG= 467.36 . 30,►� — - - ' IE= 465.30, 6"0:--. - -�� CO 1 U- O 10 TG= 473.37 w 4 l) 0Nr --� '� -.� r , i IE= 469.37, 6 "0 D 2 +00 a: / } CB #15, TYPE 1 STA 2 +62.00, 0.00' T <T � fi` � co LLJ t � RAC E � so l l CB X14, TYPE 2 -48 "0 � ^^ STA 2 +98.079 1.00' RT o N l �i� is Y I 9 � Q � 27 ICB X11, TYPE 2 -48 °0 1 1 (I STA 23 +07.42. 11.22' RT io I� ROAD B (SEE SHEET RD -02) 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) 480 475 470 PRIVATE ACCESS EASEMENT 00 O � Lf•) � cD CEO 00 06 NOIO O� �� � 00 It O O N N O O� Public Works I Project Management Landscape ArcWtectune 1* N-t ESM JOB #258- 044 -013 �O �� �� 00 �� CL INT'X 00 �O �0 � � STA 3 +47.41. PRIVATE ACCESS ESM'T. = STA. 23 +22.85, ROAD A .ELEV. 472.80 It PVI STA: 3 +05.92 PVI ELEV: 473.21 K: 1.92 � Q LVC: 25.00 30,►� r- C14 1* 1 U- O 10 w 4 l) 0Nr rnr o6 C-4- I �' + + EXISTING GRADE 0 `V �;.; K' uj c�< Gj U > U �j W > m > PROPOSED GRADE 0 CL m 2.0090 STA. =2 +50.00, PRIVATE ACCESS ESM'T. m 465 / 460 455 r / Cd 2 WarkkV Days Bokx You Dip 811 Lm- caftr umm"'Ild-r-mo I %X�w im 2 +00 1i 35 LF, 12"0 SD 62 LF, 12"0 SD 17 0 3=0.507, CB ill. TYPE 274 TG= 471.60 IE =462.28 12 "0 NE IE= 462.28 12 "0 NW IE= 462.28 12 "0 S CB #15, TYPE 1 CB #14, TYPE 2 -48 "0 TG= 468.38 TG= 472.29 IE= 463.27 6 "0 N IE= 462.59 12'0 W IE= 462.77 12 "0 E IE= 462.59 12 "0 SE 3 (SEE SHEET RD -03) ROAD C //Z/ 7, 16 PRIVATE ACCESS EASEMENT 00 CONSULTING ENGINEERS LLC moo IM Avenue S o u t h 1 0 1 suits � 00 It Federal Way, WA 96003 /AML MY (253) &30-11113 www.esmcivil.com EVERM (425) 29' -"00 Civil Engineering Land Surveying Land Plonnin g O O� Public Works I Project Management Landscape ArcWtectune 1* N-t ESM JOB #258- 044 -013 3 (SEE SHEET RD -03) ROAD C //Z/ 7, 16 PRIVATE ACCESS EASEMENT 00 rn � 00 It r �N co �� O O� In OHO 1* N-t � �O �� �� 00 �� o00� 00 �� 00 �O �0 � � �O It It It r i 480 475 470 465 460 455 EL cLEMr • COMM iw aueWrrK z PLAN awoe f1 7 W 3 PUW CFMlIOE 75 � 4 IMAR SUSI/TTAL TEK L REVISION 475 470 465 460 455 450 EXISTING GRADE 0 PROPOSED GRADE 0 TG= 467.27 IE= 462.27 12 "0 SE IE= 462.27 12"O NE IE= 462.27 12 "0 W 6 +00 SCALE: NAw Cl TY OF S�! HORIZONTAL w 1983/l"l �� RENTON I ONE INCH DATUM AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY a. z # C n SCALE: 1"=20' HOW. K " =5' VIM. to Z m -Al m 20 10 0 20 40 D 1 1 l —1 KEY MAP D 11 L z m D 0 a D Z Z C 9 m m 3808 1 5 I r_ -- Z 4�& 475 .11) > ' O O 470 465 460 455 CHECKED FOR C MPLIANCE TO CITY STANDARDS / � T Z D m GREENLEAF 12/30/2014 ROAD AND STORM PLAN AND PROFILE �LDe001 POAGE- No: RD -04 UTILITY PERMIT #14004398 %*19: is 'm