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HomeMy WebLinkAboutzW-3839SetF_ F_ F- F_ 1 �U) V ) 1 IL I.AA.L. n F—d10 A W ZDW J a 0 z z w Y Us c .3 v c O c rn c w c C w LO a V) c s c a� w V) ° a' _c 0000 0 a .n c a� N 0 Ix rn N I M O 0 0 I U a� .a a N m 9 ; k 27' RIGHT OF —� WAY DEDICATION 1' TO 6' HIGH RETAINING WALL EX. SSMH, STA 5+00.60, 0' R ' 'S i 4+80 t } R STA 2+80.42, 2.38'0----. - (1) 8" 450 (M7xMJ) W/ THRUST BLOCKING 131 A,,34- !rH S7 , #334 ?f-.1179 �. . CAP EX SERVICES. RE -CONNECT EX WATER METER FOR 1320 TO NEW 8" MAIN (BY CITY FORCES) 1308 N34 7H S7' TECT EXISTING WATER S CE LINE DURING CONS7UCTIOI,I, OF ALL ROADWAY .&-UTTtITIES y:. CITY OF RENTON L_zzzz i .5H4.R 1'01, E, E fi"'3�d$�i � 6-a"t { 140.1 N -i• �..._- -- #J342,10--3341 DATE: 8" WATER MAIN STA 1+98.99, 17.42'f L ':. P TECT EXISTING WATER S CE LINE DURING CONS7UCTIOI,I, OF ALL ROADWAY .&-UTTtITIES y:. ZEN CITY OF RENTON L_zzzz 7 f CONNECT TO EXISTING STA 1+98.99, 3.50'R _(1) GRADE' -i• �..._- -- APPROVED BY: DATE: 8" WATER MAIN STA 1+98.99, 17.42'f L ':. P . . 8" 900 (MJ) W/ THRUST BLOCKING v CUT IN (1) 8x8 x8 TEE (MJxFL) `s .N tl / 21 LFf, 8" DIP a (1) 8" GATE VALVE (FLxMJ) € 63 LF, 6" SS PVC@ S=2.00% CL -52 17 -LF, PSG 200 SSCO #3 W/ THRUST BLOCKING € i s (2) 8" SLEEVES (MJxMJ) 1 32 ! i L Ssc LA7 IE 1! :Ex=SS/4H, CONNECT PROPOSED SEWER MAIN TO EX SSMH RIM 107.21 BY CORE DRILL & KOR-N-SEAL BOOT Off IF 191, 00 (IN: `E. RE -CHANNEL MANHOLE. CONTRACTOR TO FIELD IF 191 0+ (NMN, VERIFY EXACT LOCATION OF NEW INVERT. PER RENTON STANDARD ! I CONTACT THE ENGINEER IF THERE ARE ANY a %. O�„ WATER 8IE 200.55 (OUT- W) N O r} PLAN 300.2 (SHEET C-8) also MAS>,P 190 o C)o o @ SEWER ALIGNMENT N i wG N N N @ SEWER ALIGNMENT 185 0 p O O a> C i1 ��r-4 k 6 "�`tom.. • r Ln 0 Q 1. . �/ o'w I tU.`I ( ' q , ` w H AN 70 - 88058'59"W 664.27' LU l ; NORTH 36TH STREET ti (FOREST A VENUE) w t` r N d.� �, 0 E ; , LnZwQ �C LU woWo.�o`' ` E O (L N to i 15In C) C) L6 --N-- S 88042'15" E 322.27' --- - - - -��--------------------------- -_ n _ , � - - � _ a�� �_-- —;w.. NORTH 34TH STREET (50' PUBLIC ROW) w ZEN #01,34-21119-3142 5'x48' INFILTRATION TRENCH FOR FUTURE ROOFTOP (TYP) 7,HE' V(' A[T NAS.- 142.E N _?6TH S I" #334210-314-3 L 4" END CAP STA. 6+88.57, R 9.99' wl 2" TAP x 2" BLOW -OFF ASSEMBLY / PER RENTON STANDARD PLAN 340.1 f PROPOSED FIRE HYDRANT ASSEMBLY (MAIN EXTENSION TO REDUCE TO 4" UPSTREAM) ACCESS O( UTI LI T Y PROPOSED 8" (NATER EASEMENT MAIN EXTENSION PROPOSED CITY OF RENTON L_zzzz 7 f #01,34-21119-3142 5'x48' INFILTRATION TRENCH FOR FUTURE ROOFTOP (TYP) 7,HE' V(' A[T NAS.- 142.E N _?6TH S I" #334210-314-3 L 4" END CAP STA. 6+88.57, R 9.99' wl 2" TAP x 2" BLOW -OFF ASSEMBLY / PER RENTON STANDARD PLAN 340.1 f PROPOSED FIRE HYDRANT ASSEMBLY (MAIN EXTENSION TO REDUCE TO 4" UPSTREAM) ACCESS O( UTI LI T Y PROPOSED 8" (NATER EASEMENT MAIN EXTENSION PROPOSED CITY OF RENTON GRADE _- EXISTING ; DATE: GRADE' -i• �..._- -- APPROVED BY: DATE: ov, v .N tl / ' a D 63 LF, 6" SS PVC@ S=2.00% 0/0 17 -LF, PSG 200 SSCO #3 � 1 32 ! i STA. 6+99.11, L 6.5' Ssc LA7 IE 1! :Ex=SS/4H, CONNECT PROPOSED SEWER MAIN TO EX SSMH RIM 107.21 BY CORE DRILL & KOR-N-SEAL BOOT Off IF 191, 00 (IN: `E. RE -CHANNEL MANHOLE. CONTRACTOR TO FIELD IF 191 0+ (NMN, VERIFY EXACT LOCATION OF NEW INVERT. EX, 0" 1E 190,9± (OU -) CONTACT THE ENGINEER IF THERE ARE ANY DISCREPANCIES. 8IE 200.55 (OUT- W) N O r} 00 also 190 o C)o o @ SEWER ALIGNMENT N i N � N N N 341.E ,ML,'A-00 3� ,4 VL'A' #334210-313 "s 20 10 0 20 40 SCALE: 1" = 20' Know what's below, 0811 before you dig. BASIS OF BEARINGS RECORD OF SURVEY 20010607900002. THE MONUMENTED CENTERLINE OF PARKA VENUE FROM NORTH 34TH STREET TO NORTH 36TH STREET IS NORTH 01052'40" EAST, VERTICAL DATUM NAVD88, RENTON BENCHMARK RENT526: STEEL NAIL SET 2.0' EAST OF THE CENTER OF THE INTERSECTION OF N 33RD PL AND PARK AVE N. ELEVATION = 182.075. WATER DETAIL SCALE: 1"=10' iq S = 383901 5+00 6+00 7+00 SEWER PROFILE SCALE: HORIZ 1 "=20' VERT 1 "=5' SURVEYED: SCALE: BEYLER CONSULT. VERTICALNAVD 19W CITY OF DESIGNED: 1 s $ =20' HORIZONTAL: NAD 1983/1991 DRAWN: BML RENTON JAP ONE INCH DATU M CHECKED:AT FULL SCALE Planning/Building/Public Works Dept. BML IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY LCB 7+25 383901 ,j R 383907 ...... ..... CONSULTING CONTACT phone: 253-301-4157 OFFICE fax: 253-336-3950 7602 Bridgeport Way W beylerconsulting.com Lakewood, WA 98499 CITY OF RENTON 210 DATE: APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE: ov, v m ' a D 63 LF, 6" SS PVC@ S=2.00% _ 200 SSCO #3 STA. 6+99.11, L 6.5' TOP 209.0 6" IE 201.91 (OUT- W) (LATERAL 3) SSMH #1, - '---------------------_--------__._ _ _ RIM 077 _ _ __ 195 6' IE 200.65 (IN -E) 8IE 200.55 (OUT- W) 6"'IE200.65 (IN-N);(LATERAL #2) 190 EXISTING GRAD' @ SEWER ALIGNMENT PROPOSED GRADE @ SEWER ALIGNMENT 185 0 p O O a> C 06 ��r-4 5+00 6+00 7+00 SEWER PROFILE SCALE: HORIZ 1 "=20' VERT 1 "=5' SURVEYED: SCALE: BEYLER CONSULT. VERTICALNAVD 19W CITY OF DESIGNED: 1 s $ =20' HORIZONTAL: NAD 1983/1991 DRAWN: BML RENTON JAP ONE INCH DATU M CHECKED:AT FULL SCALE Planning/Building/Public Works Dept. BML IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY LCB 7+25 383901 ,j R 383907 ...... ..... CONSULTING CONTACT phone: 253-301-4157 OFFICE fax: 253-336-3950 7602 Bridgeport Way W beylerconsulting.com Lakewood, WA 98499 DATE: KENNYDALE VUE POINT SHORT PLAT 01/27/201 CONSTRUCTION PLANS FIELDWOK: NA PAGE: NA LUA14-000859 & U14-005633 DRAWING NO: UTILITY PLAN C7 SHEET: OF:13 -NNNNAA 0/ A y x� ay � CITY OF RENTON APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE: DATE: KENNYDALE VUE POINT SHORT PLAT 01/27/201 CONSTRUCTION PLANS FIELDWOK: NA PAGE: NA LUA14-000859 & U14-005633 DRAWING NO: UTILITY PLAN C7 SHEET: OF:13 -NNNNAA 0/ A y x� ay � i D o w O �. x O Cil ' ov, v D v m ' a D .T