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HomeMy WebLinkAboutWTR2703012.21 N a a 1 x� w f°' wz °oa wz a 0 0 cu z 0 EL w z U Q w NE 15-23-5 (CEDAR 7 I =v I DIRT DEW o -- — — EX 6 AC -- N.E . 2ND ST. (S.E. 132ND ST.) o- - --- --- — - -- 2"G-- -I-- ----— - -- - -- _ _ --- ---- --- - - - - ----------- � a o wZ 00 0E �Z Q c) - �w � w 1--1 tl c �E mE E �N CD 0 � 0 0 Q 0 w Q Q F- C) C) U) w E.i w a o 0 W w Z Y w O � a tin � O V G Q LLJ Q 0 m z O_ w tY O z 1 -4" BO ASSY. 6"C 6"DECID 14" C • 8"C TR. D OPEN SPA CF - I _ t_ -- ---- - — ��G GRAVEL DEW I — I • 8„ H •� o� co o —• F ❑ I W 76 _ _ _ _ .8"H 8"A II I U) +J T 6"A III I I W j I 10' UTILIY EASEMENT TYP. • ICI I 1 8"H II°O I 1 8"H M I I I 0000 12 • 132"C IIII I 1 08"A III I i 2 3 III I I W 1 8"A I, Z i., PRIVATE ACCESS II ( I o W UTILIY EASEMENT-' H I I I • 12"H III w Q 12"H 1-51/4" MVO STD. j I l i l FH ASSY. ( I w J 15-23- 5 >I I I Iw Z 1-8"45' BEND / ` CKI I I I� (MJxMJ) \ 9 1 IC" 13' PERM. ALL ONSTE 12"H wl i IW I 1-12"x8" TAPPING TEE ESMT. _ w I 1-8" GV (FLxMJ) -� - - TYP. 13' PERM. ESMT. I l I I 2-8" D.I. SLEEVE W/ 12"H I I 1 I GLAND/GASKESTS & - III BOLT KIT 188'-8 D.I. I I I II —---- -- — —— 12'SD -- ----- I (� � SAN.SWR. --- --- — — — - - - - � III I Y� 5'TYP. -� L -WTYP. � I I I I 1.5'-8"D.I. �— ----L �--------- I III I I _-- _-- , 98'-8"D.I. N.E. 1ST CIRCLE 35-8"D.1. — — — — — — — — — — — 7 1 STORY WOOD FRAME HOUSE CONC CONC - - --34'-8"D.I: 6.5' 5' 10' PERM. 11.5' PERM. ESMT. 1 ESMT. 1-8"45' BEND (MJxMJ)-� \ FRUIT I RIT FRUIT UIT 38 F •I • U• FRUIT • • I RUI X I I I (NO WATER SERVICE) I TRA CT 999 X • 32"C I STORM DRAINAGE • � - I I I I I ---------------------- ---__-- II \ , + X -- X X I ---------- M X X X—j ril 5 0062 1 2 A I • ✓M 12"A _ 12"A 12"A (NO WATER SERVICE) • 12"A TRA C T 998 36"C WETLAND/BUFFER WETLAND 00 16"COT o P _ 8"COT \ /_ • 12"COT 18"COT • 24"COT • WETLAND 1 30' III I 79 III � l 0 II ( o 11c I N Q I•� III I X w 6 I l llnn 1 I III I IIII I I � III I I i III I I O ill i O II I 8o I I I C�i CI s cn Q III i I III I � I ill I � III I I I i i l l l i I 81 I I I I-i I I � ilco l i I • 24"H 1 ICI I � I I III I 8"AT • IIII i • 8„C 82 4 1 �„A I • III 9 A• (� I w I SCALE: 1 " = 20' 0 10 20 40 BE CH4 ARK PER Cl TY OF RENTON SURVEY ON NA VD 1988 DA TUM NO 1852 - 3" FLAT BRASS SURFACE DISC AT THE CONSTRUCTED INTERSECTION OF N.E. 4TH ST. (S.E. 128THST.) AND 148TH AV[-. S. E. EL. 454.77 (I38.614 METERS NO. 2103 - BROKEN BRASS SURFACE DISC /N THE INTERSECTION OF S.E. 128TH ST. AND 156TH AVE S.E. EL. 547.94 (167.01.3 METERS) WAnR D1S'MC r NO. 90 APPROVED CONSTRUCTION,/ DRAWINGS: I , i_ r DATE 3..�. . S.B. FZ� of wAsI Jw 26456 Aw' �EGIST0 ��sIONAi EXPIRES o"�oo?( CONSTRUCTION RECORD INFORMATION ONLY REVISED TO INDICATE CONSTRUCTION RECORDS (ROTH HILL ENGINEERING PARTNERS, LLC.) FIELD REP: PHILLIP VAN EARWAGE REVISED BY: BACH NGUYEN DATE: FEBRUARY 6, 2003 CONTRACTOR: SUMMIT CONSTRUCTION 8"D.I. PIPE: 353 L.F. CL52/ U.S. PIPE F.HYDRANT: MUELLER GATE VALVES: KENNEDY FITTINGS: TYLER CORE DESIGN ORIGINAL DRAWINGS: SHEET C6.31 & C6.32 NOT A PART OF CRD SET. w'w"Q6&3 DESIGN ONLY ER I C C,q o� 33 3 - SS/ONAL 2 ExPiRES 6 12—OJ 4205 148th Ave. N.E. Suite 200 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 ENGINEERING DESIGN PLANNING SURVEYING BASE MAP: E-2 DRAWING N0. E2.014 1 s..r►���v�U MAR 2 8 �—' W -,,'e 1 " Q3