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HomeMy WebLinkAboutWTR2702933.2U 6 z m 0 w a En i 1 0 8 0 a z 6 � AS -BUILT PHASE/8 Y f !� ♦ t . `; 4'w/ EYo�Rra as t CP $ Mimi] 111111 1111 01 a 3 ni 0 N� C)Z O V) o � �3 N� N io 0 N~ U O O Qr � Z 4102 INT 1+00.00 HARRINGTON AVE SE = 15+85.36 SE 4TH ST L PORTIONS SEC. 16, TWP. 23 N., RGE. 5 E", W.M. I ,. ' ... .... ..� r a z a. i v � t BEND (FLxMJ) 1-8x45 W/ CONCBLOCKING ; r 2+69.49 7.78' LT (� PLUG END �1 1-8" CAP (MJ) ' 1-2" :TtMPORARY ,i PT = 2+74,33 .79 HARRINGTON ACE E 1" WATER METER PER 1-GATE VALVE 1pZ BLOW -OFF ASSY. A 51 HARRINGTON CT SE CITY OF RENTON ' (FLxMJ)r U`� W/ CONC. BLOCKING 6.32' LT ' STD. DETAIL B10 ` 24' PUBLIC AND PRIVATE E FL (TYP) UTILITY AND ACCESS EASEMENT'77,W/ , 80 ' 81 C NC. BLOCKING(FLxMJ) ti ) 79 ,. , : 2 , i; LIBERTY RIDGE PHASE I VA FUTURE DEVELOPMENT .........::,,,,,:............. ,,,,,,,,,,,,,,,,, .......................................:.:.::::.:....:.:::::::::.:..::.::.......................................q......,.:......,::,,..,,,..,,,,,,,,.,.................,..., 1. I x , Q Fi 7URE PHASE 01 2 DEVELOPMENT o PHASE /V 2� � U � �2 1 «,,,,,,,,,,,, „ , ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 2 O ,80 ^ i 2 ^ W o N� � xQ. � cui 0 N t\ N s L$1: 2tJ3 p iZ ^ r` cN ti , ,, ,,,,,,, ,,,,,,,,, „�. ,-F? , , „.,...... ,,,... + _ — N N 3 ^ co ^� PROPOSED FINISH GRADE TYP X MIN. COVER Q.OVER 8 PIPE LO / / (Typ) CLASS 52 , W I A N I 7F 1 N R , 70 TEE 2' AIR- VAC / EXISTING GROUND ASSEMBL Y h ; i i i 1 CAP END f \ INSTALL 2 TEMPORARY , BLOW -OFF :ASSEMBLY I i{ , f{ l , 1 ti,,,,,,,,,,,,,,,,,,,,,........::::,,,,,, ,,,,,, „:,,,:,:,:,,,,:, ,,,,,,,,,if,,,,,,,,,,,,,,,,,,,,,,: i CALE: 1 — 40 HORIZ s s ' s 5 f s 1 " VEFT. F HA I RING T ON A VENUE SE ELEVA 7G GROUND ELEVA noN AT � rYP s ` s N O Ln rr Ln cV N N N N CN N N N N 1 +00 2+00 3+00 4+00 5+00 6+00 NOTE.• VER77CAL F7T77NGS AND THRUST BLOCKING AND/OR RESTRAINED JOINTS ARE REQUIRED AT EACH CROSSING. SEE DETAILS, SHEET 25. NOTE.• FILL AND COMPACT THE ROAD PRISM TO FINISH GRADE PRIOR TO EXCA VA 710N FOR THE INSTALLATION OF 174E WATER MAIN SCALE: 1 " = 40' 0 20 40 80 NO7E. WA TER LINE SHOWN ON PROFILE IS PROVIDED TO ALERT THE CONTRACTOR TO PROBLEM AREAS AND U7ILITY CROSSINGS. CONTRACTOR SHALL CONSTRUCT THE WATER LINE TO AVOID CONFLICTS AND SLIM/NA T F NEED FOR VER7ICAL BENDS AND RESTRAINED JOINTS ALL VER 71CAL BENDS SHALL BE INSTALLED WITH REQUIRED FIT77NGS AND CONCRETE THRUST BLOCKING PER CITY OF RENTON STANDARD DRAWINGS BR26 AND B22. HORIZONTAL DATUM: NAD 198JI1991 BASIS OF BEARINGS. • HELD BEARING OF N01 05'10"E BETWEEN THE NORTHWEST CORNER OF SECTION 16, TWN. 23N., RGE. 5E., W.M., (CITY OF RENTON MON. 1612) AND 774E WEST QUARTER CORNER MONUMENT OF SAID SECTION 16. 7HE BEARING IS DERIVED FROM STATE PLANE COORDINATES FOUND IN THE CITY OF RENTON SURVEY CON7ROL NETWORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN THE IMMEDIA TE AREA. VERTICAL DATUM: NAVD 1988 ORIGINA 77NG BENCHMARK: CITY OF RENTON MONUMENT #612 - TOP OF MONUMENT IN CASE. ELEVATION 260.068. BENCHMARK #1 - X" IN SIDEWALK AT S.E. QUADRANT OF INTERSECTION OF N.E. 3RD ST. AND EDMONDS AVE. N.E. ELEVATION 272.48. ' BENCHMARK #2 - TOP OF MONUMENT AT THE WEST QUARTER CORNER OF SECTION 16, TWN. 23N., RGE. 5E., W.M. ELEVATION 312.80.' BENCHMARK 3 - TOP OF 1-1 4" REBAR AT NORTHWEST SIDE # / THE OF A SET OF 6 POWER POLES BETWEEN TWO (2) RETE-NTIONI DETENTION PONDS APPROXIMATELY 950' EAST OF WEST QUARTER CORNER OF SECTION 16. ELEVATION 259.77' Checked for Compliance to City Standards rJAI 6 QI TRIAD ASSOCIATES Project Management Civil Engineering Land Surveying Land Use Planning Landscape Architecture Site Design 11814 115& Ave. NE Rutland, VA 980S4-69M Tel 425.821.NU Paz 425.821.3481 Toll Free 800.486.0756 www.triadassoc.com Z Q Z y, Q W Q 3 'h v, `J Q� W Q Q Z Q O Q. C Z cc D4 U ; 3 � o 0 V 4 QU. QC co cc �O 0 �4 Q JW y Iq Q. zN DONALD J. HILL, PE PROJECT MANAGER BRADLEY T. FREEMAN PLS PROJECT SURVEYOR WILLIAM J. GOGGIN, PE PROJECT ENGINEER .EFFREY L. COX, ASLA PROJECT LANDSCAPE ARCHITECT DATE: JUL Y 16, 2001 SCALE: HOFIZ.: 1 "=40' VW.:1 "=4' F~r 0 tg tt o O � n iTf � W W voF q4' � S �O 28128 �V �RGI STE��� s`sf ONAL EXPIRE& 1/22/03 91,61a STAMP NOT VALID UNLESS SIGNED AND DATED JOB NUMBER O O _ 022 8 0 o �+ SHEET NUMBER 22 OF 2V M © 2001 TRIAD ASSOCIATES� L � U � A � O O 1, 12I 3 i SCANNED FEB 15 2UO2 !S t`D SEP 13 20024i3 ; w -, `d C