Laserfiche WebLink
.6 < SECTION 29, TOWNSHIP 29 NORTH, RANGE 5 EAST, W.M. <br /> '45) <br /> W z LO <br /> C) <br /> IL > <br /> 2 C, <br /> CL 04 03V <br /> 0.c� -------------- -------- <br /> > Z4 ---------------I ----- <br /> - <br /> ----------- --- <br /> - <br /> -- <br /> oN <br /> S -- ------- <br /> 1 2 <br /> 4--------------- ----------- ---------------L <br /> -J <br /> --- -----106-- <br /> --------------- 0 20 40 <br /> ----------- -7- <br /> 1511 TlI <br /> F..t <br /> �30J L_ ------- 104--- <br /> -- ----- - ------- Ankrom Moisan <br /> -------------- --------------- <br /> T_ -------------- -- ------------ <br /> ---------------F 38 NORTHWEST DAVIS,SUITE 300 <br /> EX SSMH PC <br /> RTLAND,OR 97209 <br /> ----------- 503.245.7100 <br /> 6"IE(W)94.93 <br /> RIM 100.42 <br /> + --ol VERTICAL DATUM <br /> 12"IE(N&S)78.10 NAVID 88 <br /> m ESTABLISHED BY GPS 1505 STH AVE,SUITE 300 <br /> PATCH NEW 8"IE(E)96.15 SEATTLE WA 98101 <br /> 4, m <br /> HORIZONTAL DATUM: 206.576.1600 <br /> EX SSMH AWCUT& <br /> RIM 94.50 A';PHALT PAVEMENT <br /> C.O.C.75.00 PER C.O.E.STD DTL 326 NAD 83191 <br /> CENTERLINE OF LOMBARD AVE 1014 HOWARD STREET <br /> 8"CP(E) F 8 LF 8"CPEP '06-_G BETWEEN 33RD ST AND 34TH ST SAN FRANCISCO,CA 94103 <br /> (N) FPL 0.005 FT/FT ­G -7 (S00-39-30"E). 415.252.7063 <br /> Sr r <br /> -'T S <br /> LSS 0 ANKROM MOISAN ARCHITECTS,INC. <br /> SS S S SS SS SS <br /> '_SS PATIENT I SDCB#2,TYPE I <br /> T - - - ----7/--- -----VISITOR -- --- RIM 98.65 EX SSMH <br /> ALLEY 77 G .. ... .. LEGEND <br /> KIN ................ ................. 8"IE(S)96.48 RIM 99.58 <br /> PRO CP(N&S <br /> WMER CO.C.78.70 <br /> 4- POSED' 12 <br /> CHANNLL 0 W_ -SD- PROPOSED STORM LINE <br /> 58 LF 8"CPEP <br /> PROPOSED COLLECTOR SWALE <br /> ------ 7 LF 6"CPEP S 0.00$FT/FT <br /> $ 0.005 FT/FT--------- 30UFPROPOSED- • PROPOSED CLEAN-OUT <br /> ---------- -- 06-_�-- <br /> TRENCH DRAIN ■ PROPOSED YARD DRAIN <br /> SDCB-9,TYPE I RIM 100.90 SDCB#1,TYPE 11-54"- A3 <br /> SDCB-8,TYPE I STA 27+33.(j,144.1 LT <br /> ss FLOATABLE MATERIALS <br /> -go STA 27+14.3,116.9'LT <br /> SEPARATOR AND GAS <br /> 33 LF 8"DI TRAP PER C.O.E.STD DTL <br /> S=0.004 FT/FT 414 AND DCSS 6-10.2(1) PIASS <br /> 11 LF 8"DI <br /> S=0.020 FT/FT RIM 101.00(t) FINISH GRADE. AMENDED <br /> -SS- (4) ........ .............. 6"IE($)96.36 0 PLANTING PER TOPSOIL <br /> in LANDSCAPE ARCHITECT <br /> SSCO-7,CLEAN OUT 12' 8"IE(W)96.19 Health <br /> STA 27,11.7,106.5'LT 8"IE(N)96.1 <br /> -92 --- cc <br /> NOTE: I m 11 <br /> 1 0 C" <br /> YARD DRAINS FOR TEMPORARY RUNOFF <br /> COLLECTION IN FUTURE PHASE 3 AREA. 12 LF 8"DI -------- <br /> 86 TEE INTO STORM.TYPICAL OF 3 <br /> S=0.020 FTIFT 6"PERF PIPE IP <br /> 3: AS REQUIRED <br /> SDCB-6,TYPE I ��T U S <br /> Al STA 27+11.7,94.9'LT <br /> development partners <br /> cl) <br /> --84- -3,CLEAN OUT 12" 28 LF 12"CPEP <br /> SSCO <br /> A020 FT/FT ----------- <br /> STA 26,05.2,48.8'LT 6"PERFORATED <br /> SSMH-1,TYPE 1 MH 48" l • UNDERDRAIN 8 <br /> STA 24+96.0,48.9'LT -------------- SDCB-5,TYPEP.O.C.TO MECHANICAL - ------- 10 z FROM BOTTOM <br /> PER TYPEI M COLLECTOR STA-27+11.7,667ILT <br /> INTERNAL ROOF DRAIN FOOTING DRAIN,TYPICAL OF ROCK <br /> DTL605 SWALE 106 LF 12"CPEP C.O.E.STD 82 COLLECTOR SYSTEM CONTRACTOR TO VERIFY FT/FT <br /> t/x <br /> - --------- IE 77.50 DEPTH AND LOCATION <br /> 86---- 0\/ <br /> r hp ---- 6--0.060 FT/FT <br /> GRAVEL BACK, <br /> DRAINS,WSDOT 9-03.12(4) <br /> 7� <br /> uu <br /> UNDERDRAIN DETAIL <br /> FO FO- <br /> -`03_Oj j_Oj of- FO Fo <br /> OA Oj 0� ot::-:7:oj-OJ-Od _O� Oj <br /> _Oj_Oj Oj_OA -G-G-G-G G--G G G-G <br /> 82-- ------- ---84 GG G G�G <br /> G-G _G­ G�-G�G-_ G G Zx w--w <br /> SDCB-2,TYPE 1164' W_w W_W_ W_w-w-w-w-w-w-w-w- w I <br /> -w- STA 25+30.8,48.9'LT W_W_W_W_w 4' o 1 -E� CLEANOUT, <br /> 35 LF 12"CPEP FLOATABLE MATERIALS SEPARATOR P.O.C. b RING&COVER <br /> S=0.060 FT/FT AND GAS TRAP PER C.O.E.STD D L SDCB-4,TYPE I FOOTING DRAIN I I <br /> 414 AND DCSS 6-10.2(1) STA 27+11.0,48.6'LT 9E� FINISH <br /> NOO*39'21"W i 29+80 GRADE <br /> SS L 1 28,00 29+00 <br /> 580.17 26+00 27+00 BROADWAY AVE. <br /> E SSMH SAWCUT&PATCH WALL, <br /> RIM 8139 ASPHALT PAVEMENT TYPICAL BY OTHERS <br /> PER C.O.E.STD DTL 326 <br /> C.O.C.67�59 1. <br /> 8"CP(W&E) - - - - - - <br /> F1 TEE <br /> L - - - - - - - - - - - - - - - - - - - - Mm <br /> o <br /> cli <br /> 00 <br /> LLI < <br /> 8"DI PIPE III (n <br /> COORDINATE WITH <br /> CL <br /> STRUCTURAL FOR <br /> LLI <br /> CROSSING ir <br /> PLANTER PLAZA Q > <br /> THRUST BLOCK LLI <br /> III III=III=III=III III-III-III 0 Lu <br /> _j <br /> SSMH-1 < <br /> FINISH Ill <br /> TY E 1 MANH XE 48" < <br /> P PER C.O.E.Sl 11 LF 8"DI <br /> GRADE D DTL 605 S::0.020 FT/FT 8'DI PIPE < cn <br /> RIM=80.76 PROPOSE[WALL--,,, F�111. Ill --I I 1--11111111 0 (1) <br /> :E(12"N)IIN=6).71 COUPLER cc < <br /> 100 E 8 W)N=%61 1`7 100 TYPICAL m IL <br /> :E(8":E)OUT=i9.61 SIDICE-6 STANDPIPE DETAIL 04 0 <br /> E(6 NW)IN=,ig.71(SEWER) TYPE SCALE NONE cl <br /> SD CB-2 RIM=83.33 co 0 <br /> Y�E2 T;.54 E 8 V)OUT=79.30 33 U 8"DI <br /> A LE �E�l E)IN=78.97 S=0.00 4 FT/FT 95 <br /> 95 FL MATERIALS SEPAR)TOR <br /> AN)GAS TRAP PER C.O.E.STD)TL SDCB-5 <br /> 41,AND DCSS 6-10.2(1) TYPE I REVISION DATE REASON FOR ISSUE <br /> RIM=81.63 RIM= 1 12/15/21 50%COS <br /> -N)IN=71.80 E m <br /> Ill(12 (1 2Ve)N 78.41 2 7/12/22 GMP SET <br /> IE(12'S)OUT=71.30 :E(12'W)OUT=78.41 m <br /> 90 SSCO-3 SDCB-4 SDCB-8 9012" 3 12/12/22 REVISE PER COMMENTS <br /> ��A ROXIMATE CLEAN OUT TYPE I TYPE.1 <br /> PP EXISTING GROUND] RIM=81 78 RIM=83.05 RIM=I <br /> :E(12" <br /> 112.!J))IN=76.25 :E((12� UT=78 :E((8�:E)IN-96.65 <br /> 1 :W)( E 8 NW)111=96.65 <br /> 85 E 2 S OUT=76.25 E 2 S)CUT=78.05 85 <br /> FINISH 12"STORM 1�1'N 11A <br /> GRAIDE SDCB-9 <br /> TYPE I RIM=100.63 <br /> IE(8"SE)OUT=96.78 <br /> riLl iT P___�FOOTINGDRAINS 80 <br /> 33715 <br /> 80 <br /> 27" IST <br /> 2 3 LF 12'CPE TONAL <br /> FTIFT <br /> 106LF 12"CPEP m <br /> 117 FTIFT <br /> 75 S 75 m <br /> 12 CpEp 18 LF 12. 8-D 0 CPIP� F'/FT <br /> S=0.02 FT/F STORM DRAINAGE <br /> SSMH#1 PIPE LAYOUTCLEAN OUT '� <br /> PLAN <br /> 70 70 <br /> \-PROPOSED IE IN4 9.53 <br /> r�8:E) <br /> 6"PVCSEWER 8 W)OU A3 CONSTRUCTION <br /> 65 65 DOCUMENTS <br /> 0-00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 <br /> S, CYMHei <br /> STORM-PROFILE ATE FRO JECT rlUl,'BE� <br /> CITY OF EVERETT STANDARD DETAILS SCALE:H:1"=20' <br /> 402 CATCH BASIN TYPE 1 V:1"=5' 12.12.2022 21-056 <br /> 405:CATCH BASIN TYPE 2 NUMBER <br /> 406-RECTANGULAR FRAME <br /> 411-VANED GRATE C3.01_ <br /> P:=ORKAPROJECTS\2021Q1-056 ANKROM COMPASS HEALTMCE0WGSHEETS\C3+0 STORM.DWG 1211212022 <br />