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HomeMy WebLinkAboutWWP2703258.1Lm fR 3 '- O o�a a C1) L.owo a. o� H m od OIJ W0 NCO) = Lm (1) a .4.0 Cd _cc a. 3: STA 31 +25 1-8" CAP (MJ) W/ 2" PERMANENT BLOW OFF ASSEMBLY PER RENTON DETAIL B105. SEE SHEET 19 „ STA 31 +22.60, 23' LT 3 I •• AIR/VACUUM RELEASE VALVE STA 31+17 CATHODIC TEST STATION TYPE FT -A SEE DETAIL SHEET 19 STA 31 +24 1-8" VERTICAL CROSS. CM3ict (365 pCTA1L) 611 0 00 PROVIDE CATHODIC J PROTECTION FOR ALL PROPOSED 8" WATER N MAIN IN S. 21 ST STREET PORTIO OF THE SE 1/4, S1:77 1/4 SEC. 19, TWP. 3N, RGE. 5E, W.M. I .. FFE■ 210.0 o FFE■ 208.E FFEm 209.0 FFE■ 210.0 '- Zo ,63 IE 20�.92 FG=20 t IE IE �.7o i \ FG=210f FG =208 f SSMH#5 I- I STA 1 1 +73.30 wco ss IE E" xs FG=210t a_ / St. N - - - IE Ox i FG=210f A BASIS OF BEARING THE CENTERLINE OF SOUTH 23RD STREET BETWEEN TWO FOUND MONUMENTS, WITH THE BEARING OF SAID LINE BEING NORTH 89'58'01 " WEST PER WSDOT CARR RD. TO GRADY WAY RIGHT OF WAY PLANS FOR SR 515, APPROVED NOVEMBER 5, 1971. DATUM THE VERTICAL DATUM FOR THIS SURVEY IS NAVD 88, BASED ON WSDOT MONUMENT DESIGNATION NUMBER IS17170 WITH A PUBLISHED ELEVATION OF 230.74 FEET BENCHMARKS: #1 SET PK NAIL APPROX. 8' WEST OF THE WEST END CONCRETE WALK AT THE SW COR OF THE INTX OF SR 512 AND S. 21 ST ST. ELEV=207.60 N=52581.74, E=396354.10 #2 FND REBAR AND CAP AT THE SE COR OF SUBJECT PROPERTY ELEV=205.96 N=52576.57, E=396110.19 r%• LO 0 LO a000 e1. - 00 O "1N O 01 N C �000 J z > mmm: m=)mc C 4- DV):) N m N M nc 0 o- �/► ~ (N 'Q►�N�� m 0° 0 c a i p m 0 :o c� o ay 3<0i CL ° e 9z 0 ao as o � 0 � O O 9 Co l.n O o BURNETT PL. S. Q O 61 LF 8" DIP 00 x W 8LF - 4" DIP �Z 010 00 STA 30+04.76 25.00 RT W - "c�o:�rlS w 1-8" TEE (FL x FL x FL) o+ _ 00 1" WATER SERVICE 6106 W/ THRUST BLOCK 'r) 17 TYP ��� d' X a 1-8" INSULATING FLANGE SS SS 8 PVC SS 1 1 +4 .3 Ss / ( ) Z P r o 3-8 GATE VALVES (FL x MJ I in F+i Z Y O ± LO m 2Ats 1 20 0 20 40 E 3 jSSMH#3 o IE 1 =20o c, STA 29+95.05 (5.0'RT) _ FG=210.5E scale feet a 00 E"4 W STA 10+36.40 (5.00' LT) I N - - - v� f--� °- - - -- - 7.15 RT U \ 1-FIRE HYDRANT ASSEMBLY I cn 20 21 STA ��11 +83.43, RECOMMENDED FOR APPROVAL W L o+ „ ,. -� Zo3.9� IE 1-V CAP (MJ) J a c 1 -8X6 TEE (MJ x FL x FL) „ ,�• „ O IE FG=210!5f W/ 2 PERMANENT BLOW 1 -8 VERTICAL CROSS FOR co FG-208t Zo4F „ OFF ASSEMBLY PER RENTON BY Date: vi m POLYPIGGING IE SSMH#4, 54 DIA. .4% o \ „ FG=208f STA 11 +25.54, 5.0'RT DETAIL 8105. SEE SHEET 19 o o, 1-8 X4 REDUCER (MJ x FL) ( ) By. � ,a Date: _ 1-4" GATE VALVE (FL x MJ) STA 11 + T / •U o �� c $"- AIR/VACUUM RELEASE VALVE -- - Q 0Lo a- STA I l+ 56• � By: �'_ ����w•o�- -Date: �,(, . D5. N c �o FFE 207.E FFE 200.E FFE 210.E E 210.5 Q H B �A'FO Date: iyOS 3 u' cn - N o .... ...... ............. ....... .... _ ............... m Q z LO N3 >- �46 NQ a N "oN cn O 220 .....220