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PTN. OF SE 1/4,SE 1/4 OF SEC 18,TWP 28 N, R5E W.M. o <br /> - - � - - - - � - - - - - - - - - - � - - - - III <br /> O u) <br /> O <br /> - CONT.4'HIGH BLACK VINYL CHAIN LINK FENCE n <br /> AT WALL HEIGHTS GREATER THAN 2.5' <br /> I I I I I I I I <br /> FINISHED GRADE <br /> _ CAP UNIT <br /> 77- - TOP=PER PLAN E <br /> vvv vvvvv =v m <br /> /iv <br /> / \ BLOCK FACING <br /> 1460 I 1461 I 1462 1463TY�. <br /> / _ = 0 3 <br /> FREE-DRAINING, > m <br /> 0 <br /> li I I I I II <br /> BLD. DRAIN CONIC, <br /> I I I CAP END FOR I 6"CIA. PVC(UNO) �//� DRAIN <br /> ROCK = <br /> FREE DRAINING BACKFILL OR / <br /> FUTURE CONN. (TYP.) CLEANOUT W/6 z6"WYE, COMPACTED STRUCTURAL FlLL �/%� <br /> (TIP.) SEE DETAIL ON I THIS <br /> SHEEN /n GRID LENGTH=L(SEE NOTE 2) Q N <br /> I <br /> GEOTEXPLE REINS GRID \` — <br /> I <br /> I I <br /> lil I li I li 112"TIP.lil I rj, /i\� z <br /> -------------------J _ <br /> L <br /> ^--� -- -- T--- ---------- -------' ------------ <br /> -----------�—=o �-�--- -- -- -� �— -=--COS--r—=��—� �— - - ---=—I— — —� --_--_—t_—�----- /��_ _ _ _ _ _ _ _ _ _ _— ----------- _ _ <br /> Y CO CO - MIN.EMBED PER <br /> I jai. GEOTECHNICAL ENGINEER RLELKC <br /> PERF PVC DRAIN PIPE �B <br /> TOE=PER PLAN p4 WAS'y <br /> e ° — — i — — .:71r /\/_ — — — — — — — — — — \�/\ 2 FINISHED/EXIST. <br /> ° VA/ A �V AX 1 BOT. GRADE V z <br /> SUITABLE UNDISTURBED �,�AA',/�� ��� v ��lvA � � / \ � A/ .P yLggq "vim <br /> NATIVE OR COMPACT `PC <br /> 100'MAX. SPACING / Fy. TSTF- <br /> CONNECT TO CA H BASIN IMPORT FILL END. COMPACT GRAVEL END.PER COMPACT � \\;4'!` SrONAG <br /> (MATCH CROWN NO) STREET DRAINAGE MATERIAL GETOTCHNICAL ENGINEER STRUCTURAL FILL �[b) <br /> ¢ROADWAY NOTES: <br /> — — — — — — — — — — — — THE AS-BUILT INFORMATION <br /> 8"PVC WITHIN ROW 6"PVC(UNO),S=1.00%MIN. 1. THIS DETAIL PROVIDES GENERAL INFORMATION FOR THE INSTALLATION OF MECHANICALLY STABILIZED EARTH(USE) SHOWN ON THIS PLAN IS PER <br /> SS SEWER MAIN SS SS SS j S=1.0%MIN. (UNO) APPROX.LENGTH PER PLAN WALLS.IT IS NOT IN <br /> PROJECT SEE RETAINING TENDEWALL STRUCTURAL D TO REPRESENT ACA�ULADONSIGN D PROVIDED U BYOEARTH SOLU77ONS SPECIFIC <br /> THAT I TO S AFIELD SURVEY PERFORMED <br /> PROVIDED WITH THIS SUBMITTAL. BY MEAD GILMAN ASSOCIATES <br /> AND/OR RECORD DATA <br /> 2. ALL SOIL/GRAVEL BACKFILL,GEOTEX71LE STYLE,LENGTHS,AND SPACING;DRAINAGE AND FOUNDATION PROVIDED BY THE <br /> m PROVISIONS;AND OTHER METHODS,MEANS,AND MATERIALS SHALL BE IN ACCORDANCE WITH WALL SYSTEM CONTRACTOR. <br /> MANUFACTURER AND APPROVED PROJECT GEOTECHNICAL SPECIFICATIONS. <br /> TYPICAL ROOF DRAIN COLLECTION SYSTEM TYPICAL MSE WALL SECTION o <br /> NOT TO SCALE NOT To scaLF z <br /> z_ <br /> x <br /> a <br /> 3 <br /> z <br /> z <br /> STANDARD OR VANED ,------ - SOLID 24"DIAM FRAME 0 <br /> U <br /> FRAME AND GRATE AND GRATE N <br /> -- ----- <br /> 0 <br /> 0 <br /> / CB TYPE 2 \ J <br /> d ` N <br /> i I.D. O.D X y <br /> `II LU FQ- <br /> ' w '� 11" 12" + — LL LLj <br /> 14.5" 15" i <br /> + cc 0 <br /> ',\ W 60" 70" 18 18" 1` ¢ <br /> C72" 84" 24" 24" cy z <br /> 96" 112" 37" 36" �• <br /> \` --- - y STANDARD OR VANED FRAME O o Q <br /> TYPE 2 AND GRATE S <br /> 9" X ---- --- 03'-0-(TYPE IL) 3'-0"(TYPE IL) RING AND COVER v J U z t <br /> 2'-6"(TYPE 1) 2'-6"(TYPE 1) '--- -- �� 30"SO PAVED Q m j <br /> 9" STANDARD OR VANED / SURFACE N � (D <br /> STANDARD OR VANED FRAME FRAME AND GRATE i/ / LL� � <br /> GRATE v - -- r----- i/ <br /> i I �t FINISH GRADE � <br /> w W li w o Q 11 i i N 3"MIN. ^ 12"PVC CLIENT <br /> r w w s\ SOLID CAP CEMENT CONC.�.\ Y\ SLEEVE <br /> 0 o w o o COLLAR 6 GASKETED SPIGOT CAP PACIFIC RIDGE HOMES <br /> N L J w L J 4 /, OR MECHANICAL PLUG 17921 BOTH ELL-EVERETT HWY <br /> CB TYPE 2 Z \ \ SUITE 100 <br /> I.D. O.D. / / FIBER JOINT BOTHELL,VIA 98012 <br /> PVC PIPE EXTENSION PACKING PVC PIPE EXTENSION (425)438-8444 <br /> 5.5" <br /> w 9" <br /> W TYPE 1 and TYPE 1L 72 84 15 45'BEND 45'WYE 45'BEND �� 45'WYE <br /> (THROUGH CURB INLET) TYPE 1 and TYPE 1L 96" 112" 28" DRAIN PIPE, DRAIN PIPE, <br /> SEE PLANS FOR SEE PLANS FOR c I P I H <br /> d REVERSE TYPE 2 SIZE AND TYPE SIZE AND TYPE <br /> i (SEE NOTE 3) END PLUG END PLUG <br /> NOTES.• CONSULTANTS <br /> i m 1. CENTER OF GRATE= CENTER OF STRUCTURE FOR TYPE 1 AND TYPE 1L STRUCTURES ONLY Site Planning•CIA Engineering <br /> LEGEND Landscape Archhecture•Land use Consulling <br /> 2. NORTHING AND EASTING(OR STATION AND OFFSET FROM CONSTRUCTION CENTERLINE)SHOWN ON PLAN REFERENCES + = CENTER OF GRATE n321-e NE l2mh sneer <br /> CENTER OF STRUCTURE FOR ALL DRAINAGE FACILITIES UNLESS OTHERWISE NOTED ON PLANS anrana.WA 9U4-H2512es2nso <br /> OPEN SPACE/LOT FRONTAGE PAVED FRONTAGE 1a1 South Wewtchee Avenue,Suite C3 <br /> oa 3. REVERSE TYPE 2 CATCH BASIN TO BE INSTALLED ONLY AT LOCATIONS SPECIFIED ON PLANS = CENTER OF STRUCTURE We.tenee,WA 9eea1•(5119)2917731 <br /> w,c phconsu I to nts.com <br /> ml� STRUCTURE PLACEMENT DETAIL FOC =FACE OF CURB TYPICAL CLEANOUTPROJECT NO. <br /> 0132-21-028 <br /> v NOT TO SCALE NOT TO SCALE <br /> DRAWING <br /> C3.101 <br /> o- <br /> a ..r.below. SHEET 25 OF 45 <br /> C <br /> R ail n:tore wale. 02os2 cvH copse ho,uc.All RIhue Reel,. <br />