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11385 SW FONNER STREET IMPRO VEMEN TS T/GARD, OREGON Y CITY OF TIGARD MLP 2002--00002 MA Y, 2002 PimJECT " L OCA TION 4 SHEET INDEX 51 � BMS 170 wA�Nu r c C 1 COVER SHEET rP��r r �Lq�ti C2 GRADING & EROSION CONTROL PLAN LEGEND In 7 p� Q �� / C3 DRIVEWAY & U TIL I TIES PLAN & PROFILES Fou�✓D MONUMENT SW FONNER RO W C14 uE TA iL a 'E INVERT ELEI/ArIDN r? Q C5 DETAILS LIGHT POLE POWER POLE BENCHMARK #170 W" P EDGE OF FA V-V EN% W GAARDE . ST SW MCDONALD CITY OF TIGARD - BPA SS DISK SET IN CUR AT THE NW CORNER OF SW 121 s l ♦-- -- SAN/7ARY SEWER ,a VE. AND T/PPITT PL. 4 FEET WEST OF END OF CURB. Approved......... ..... ................:..................... AND MANHOL4 Conditionally Approved. l E LEV 241. 797' For only the w� q described in: u' I THIS BENCHMARK WAS DES TRO YEU B Y NEW CONS T RUC TIGN. W E�lST/NG WA TERL/NE i A � � PERMIT NO. .�_._.�_�Z' ._.._.� Z ii See or to: Follow..........................:................. . '( i 1i V I' S W r Y' r- `v Attach �+ ) --�v — — PROPOSED WA TER 9",v 170 WA.. REFERENCED B Y A RK NA IL 60' ES ERL O ; � Jo4d _�`�'' .. "�o �� BY: l�atP � SERVICE LINES ycu VICINITY /MAP ORIGINAL BM.>r 170. THE PK IS /N THE ASPHALT NEAR THE �� 00 C URB. SS - PROPOSED SANITARY '7 PK ELEV 240. 62 ' SEWER SV�CE LINES SI _ 2 7 � 3 A _CN CITY OF TIGARD STD PROPOSED STOA?M ORA`& � € Z Approved......... ............................................... Conditionally Approved. .......................... ........( ): CHAIN LINK FENCE For only the worms¢described in: L PERMIT NO. I71 �n Z— 00 IBS_ 0-4 �t w00DEN FENCE 0 Se a er to: Follow.........................................( ) •--� Att c v --az��i .............( ) Job d �J .... __ . __ WIRE WOVEN FENCE By: POWER L/NE EXISTING AC PAVEMENT ►•-+ EklST/NG T. PRc')POSED PA VED ACCESS EXISTING TRS 'S WES TERL Y 25' PRIVATE ACCESS °r LITIL ITIES EASEMENT 5' �V LANDSCAPE' STRIP 20' PRIVATE EASEMEVI_ iW ctr 2 /2" CLASS C AC r /s -0 CRUSHED ROCK C 5" 1 �,�„-V" CRUSHED Q ,�rrENr�aN: OREGON LAW RE'OU/RES YOU TO FOLLOW RUL FS AD%?PTED BY P-E OREGON Rock' W UTILITY NOTIFICATION CENTER THOSE RULES 4RE SET FORTH /N OAR FIRM SUBCRADE, 952--001-•0010 THROUGH OAR ;52-001-0090. YOU MAY OBTAIN COPIES cIND/STURBED OR OF THE RULES By' CALLING, THE CENTER. (NOTE THE TELEPHONE NUMBER !"OMPACTED %0 95i`3 799 FOR ThE OREGON Ur/1/TY NOTIFICATION CEKER IS ('503) 232- '987) s r FRIVA TE L7/9/VEWA Y SECTION REGEIVED -- — — —— --- ------MAY 2 ( 'l Q U'I Fenner Str, 11385 B! T*D�!( rp�''j .Car r"� f L.• � PLM2002-00188, SIT2002-00012 cim 1 of 4 g NOTICE: IF THE PRINT OR TYPE ON ANY tI 1" III III IIIIIII III III I I I I I I I l l l i l l III I I IIIIIII III III III III I I II I I I I! 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STA 2+.38 I BENEFIT ALL PARCELS PARCEL 1 6" STD C.0. 5' LANDSCAPE I (J) NO PARKING R1m=232, 10 8UFFER STA ?+91 " i SIGN (Trp) iE=228.0o L YNCH TYPE C8 8= 211.40- GRA TE ?-24 _O 2 ~j o+ o PR/VA TF DR/VEWA Y +Do Ing + I. - - I" NEW WATER i - /t a' PVC_ _�_� ____.._---_- A CESS T- S �,; ?O L F OAKAGF. TRENCH, SERVICES ( )I --- S= 16.60 � � � � � BFiti'E�� ' %'�A r T A ' (SEE DETAIL SHEET C4) 6 �££ DETAIL 520 i i I 1" PVL' SCHG 4 c 31 Lk- TOP OF TRENCH 213 00 c\ CITY OF TIGARD WATER SERVICES 4"' PVC ® 4c P C /E-211 DO PARCEL 1 s=2.oo.� © VERTICAL S-2.oo� LI. dull 11111411 G UR8 73, 2-WATER METERS . EXIST, I i _ I I (FUTURES HOUSE w . PARRCEL 2 I VEGETATION WETLANDS BOUNDARY WM ' •,''..' , 10 IF 4" C900 PVC CORRIDOR RIM 242.02 I ''� '`; . GARAGE 5=7.00�' 80LUVDARY - lE 8" EAST 2?9. 1? i I ;YAC;; Y.� X� PARCEL 3 l£ 8" WEST 229,25 I I > % 1/ f 4" c:'yUU PVc:' TRACT A I i ! - - - _ =2.00X ., 10' R.0.W- - i o� I# DEDICATION I 10' PRIVATE SANITARY i .5iA L)-t-98 I \ F SEWE,.'Z EASEMENT TO I CDNSTRUCT b SS C.D. I RIM-2-T5. BENEFIT PARCE[ 2 � I \ F• -\ Q I LOT 1 i •.� I 20' Fusz./C STnRM I \ O m 3 I I L C i ,�T 4 DRAINAGE AND W L C 5, SAN/TAR Y SEWER i I I n EASEMENT I tc w LOT 5 LOT T. ?ACT 5 SEE PROFILE TH/5' Sh'ECT J u I o HUM80L T CREEK ES TA TES 41,----- _ i EXIST. SAN. E,tTST S`ORM E o / LA.ERAL I LA TERA[S ( D=6.5' ` I a E D=8.0, STA 0+00 I I 30 EXIST. SS MH 2. 664 q I f o RIM=2 T6.20 I I JO 15 +c� �n'rn _ I I , SCALE.' 1 =J0' J. £X, FH sw 113th PL,�cE F�1 R EP DATA EP GRADES__ _ J I I I CURVE RADIUS _ 'A7. _ -� 2 3L; 4 .� l .0 S7 8 00 C+ 5t - 2 49 a 14 pr C �_____-• --�--_._._....___�..,�_____.__ _..I.._.____..___��.-_._._�_._.._._ ___.....- .� _.�..-_...____..-.__. - - - 5 ------- LENGTH .9 DEL g 62 P 4 4C _ 41 8 25,0C 41 01 93.5901'. 2+ .4 T 241.91 241 79 Z41 ;1' 41.53 3+33.02 - 241 41 j I A 7 4 1� � 2 66 241._3 U-�40.42 - 241.41' - - I 25.00 -39.27 90 00 00 2+06.- 235.13 234.41' _ 233.69 X32,9? 0+35.36 - 232 26`� �-_ 9.2' 0+35.00 - 232.26 230.90 29.5�4�- 228.18 -T 76 ,.?O .. __ _ -- -- ___._ . . �.- 1 i .__... ,_ c - D 25.00 3 9'J'OG 00 2 89 22682 EXIST/N� GROUNI) ® ; I I �'lNIH GRADE" Q ± tp CJ PRIv�-wA r , IZJ N, Iwo or- { W ''• ti tij ' � 440 00 _vc f 2d.00 . vc I ,, s,,A o+ac _ lk /� [` pp/n'� ►.. t CL X40� F'l/1 S4 •- +G'{l i- R/M�GJ .LV RVI EL ESV - 2,57., 5 � 1 _ �- _.._.__. ..____ E.1;lS l =227. 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III IIIIIIT IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 4 j (j ` g 10 I i I I 12 � __T_____ �_ IT IS DUE TO THE QUALITY OF THE N�,,g �._•��..... � ' ORIGINAL DOCUMENT £ 8Z 8Z LZ 9Z Z 11Z OZ 8I BI LI 9I 91 ibi TI lI I 8 S L 9 9 I' E11 I IIII IIIIIIII IIIIIIII IIIIIIIIIIIIIIIIIIiIIIlII�III11IIII I TI I 1Ii�►IIIII�I.�I�I ►�II� ( I 1II,III II �II�II,III����III� I�III II Illil:ll II �i�� ,IIIIII►III ►�Ill��llllll►ILII►11III1II1►����► �►a �.►Il�>_ f � I I1 T7 )1 AI B ' ASS AIf 9 l - _� TACK ALL EXPOSED MATERIAL Seq/ed cleonout = \ THUD000[J PATCH AC TO GREATER OF 3" W + 12" w,% removable �' (I � rrll RESTORATION �- MGUND EX%ESS NATIVE MATERIA;- top Cover or dap. ^�' �o� �Ul:�l.lr- SURFACE SPECIFIED THICKNESS OVER TRENCH TO ALLOW T RICKNESS rJ 6 6" c / FOR SETTLEMENT - a►t ___ EXIS'ING AC AEA ,� �DOGSA WCIJ T -- - wrote fromE FLAN VIEW 5TANDARD CAST IRON GRA T � • , 'C � '% %/ � x�� _ E \ Outlet collar for no-hlib connector o p O 0 0 0 0 •—----- ., , e a U ' O o °o O , r ° o r ° 0 0 0 o " dio. 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C) O O G O o 0 oQ> ) , O O O O G SECT/ON A—A otherwise shown. p • ' �; ':�::•';Z 0 p` °r See plan for ,; •; . , a _r - - _ / E ZONE e s ie 3/a"-O CRUSHED a„ •. . / PIP ptp ROCK _ II 1/2 PIPE O.D •e .. •.e' 04 • • I PLUS 6" PIPE ZONE _ compression coupling / E. given -. q, P }�_ .__�'�•°` / 0 0 8 \ o o R° ° BEDDING Q ` Min. cost iron 0 u c� o here on ��---. 8 8 O 8�°80° p/ons. sol/ pipe motes%o! o6�„p °n o o o j g odd p<„0 0 0 _ r ` r .J c� $O Lb �, / /// es, 6 Required when located 3/a"-0 00 80 0 0 ° 0 00�b �0 0 0 . PIPE under paved areas. o o c o o O G 0 0 0Q ' BEDDING o0'p 0�0 0 00 0 0 °� p0�08�Oq°0 n T „ �QO$0oa oco8C0 o C' Q ° o�'bQ-08 �"' -•.. b 3ACKFILL COMPACTION 3 •}� � ' t Doo 0 80 000 0 0 0 0 08 8 �0 d LYNCH CA TCH BAS/N ;/ / 4 Gs� v • 4' DOWN 907. "} NOTE `pER AASHTn r-99 ; I ' PIPE P F� I TEE CUT TO BE DONE AFTER 1/2 I t O.D. PLUS 4 MIN. R PPE SMAL�ER +HAN 18' EXCAVATION AND BACKFILL OF TRENCH 1/2 PIPE O.D. PLUS 6" MIN. FOR PIPE 18" AND LARGER v �h ' �^ N . rn fi I ANCHOR .SLEEV N SIGN POST - i TRENCH A C BACKFILL I unified T- CUT -- unified R v B L - �., � x r. sewerage ASPHALT DETAILS ..�- sewerage ._ ANCHOR --, ! DETAILS agency I ~ agency ,f cr' –3/8" x 7/16" - -J DRAWING NO. 280 ! DRAWING N' . �g5 SIGN FACE --t DRIVE RIVET 3/8"X7/1 6" Aeon°F.X?ST/N cK (MIN) I 5/1611 GALV. DRIVE _ OR SSTL.- ?� RIVE_r t -\ I ` cr`°o 1\�1�--.� NON-SHRINK GROUT _ I VIEW A A .) SECTION CTI O N B`B / \', IJ �J / STANDARD CAST IRON ;i 12 --- = f - 4545 AMOCO �\ FRAME AND COVER --\ 3/4" -----+� � j � --7 � -- -- - I NON WO✓EN FABRIC STANDARD MAN�4OLE .:LEAN DRAIN _1 �J - - --- -- GRADE RING q 13 ^ _ ROCK i ► .ti - 4" MIN. / W A NO PARKING e ` 6" ABS PIPE - J v e '� • ° a / c o a n FIRE LANE I� a � ?�`I �-~ I-INIS-H GRADE ,� • . . ,, _ _ - �- _ --��`— TOW AWAY ^ l •,.,:•, • o. ° r //1 a o c� — 0 '`�� ���\-�J � '°'• e 1 WATERTIGHT PIPE PLUG ZONE WITH STOPS �j -J ❑ / .- ORS 98.810 TO '• / '/' i M I t J 98 812 '�`, N. DRIVE RIVETS •� ' •. ?Q•. ` __�I °•' 1• ;•.` PROVIDE 3/4"-O FOR A ! I;TYP.) �U —._ �_ � I • ;••• MINIMUM OF 6" AROUND _ :.. „ 'o.• _ CLEANOUT SOAKAGE o TRENCH DETAIL � --4 _ 11 ' TION B — Bc a • T — SE Ti ON A — A �t.\ .1,. •� �••.•s°.�� • 4yr. a•tr,•�r l-Jb�.se•°.� • d \ • ° • . • \ I I / LEVEL 4,.�; . ,.i .,• ;_•_•.,e•/ , • ° i !j _ / ���, � � � � -------GROUND____ _ -- --f ,,.'•: ,�. NOTES: B I— 1 112" ABOVE GROUND ; : ••. i - 1/4" ALLEN HE:,D BOLTS f / t-�.pe_-� ._� -_.�. �______._ e \• 1' LONG RECESSED '^ :: ?•':�. e • a aa••�i - ALL PERMANANT CLEANOUTS ^, DRIVE RIVETS `^., :oma: 0 4 r� d ° , •�::•';•�f �'\y Tr HAVE BOLT DOWN ^� / f . Z Q: a�L_s__`__aiL_ - __ __ -.: _ _�.__ • • --- \�.VER / CONCRETE ENCASED J , BOTTOM OF WYE \ � 4.• _ _ ii W 3/ FOR PLASTIC PIPE 3/4 --0 1 C NOTE CONCRETE EN'.A�,L _�. HRE: WYE SECIION AND 45 BEND IF -ONCRETE PIPE DETAIL C' unified CLEANOUT FRAME unified -- ,.i— STANDARD CLEANOUT sewerage AND COVER sewerage agency agency DRAWING No. 160 g T�!f'_._ SIGN /NS TA L L A T/ON__--_____-_ I �A w,N N 150 Fonner Gtr, 11385 C4 -- --------- --- - -------------------- PLM2002-00188,SIT2002-00012 3 of a NOTICE: IF THE PRINT OR TYPE ON ANY I I r I I l l l l III III Ill I I ill III III I ! ! ! ! ! III III ! ! Ill Ill ! I III Ill Ill III III III Ill I 1I III III Ill III Ill . 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HEI-,HT T GROUND MAGNE'IC GRADE RING PAINT ON FACE nF CURH 2x4 SURFACE TAP_ 3/4"-0 FULL WIDTH 40" ' , (SEE. NOTEMIN -COLOR CODE SURFACE DEPTH OF TRENCH o0 7 LOTN (CRFEN-SANITARY) °o °b°0O PLAN n MIN I GROUND WATERTIGHT PIPE PLUG MINSo� - ` off �� ��_.- 6" 4S DEG BEND t WITH STOPS /('� i+ r- MAG/TAPE - --- - \\ 0 0 -- — .----- \ `. , \ \ l I GREEN N BLACK LETTERS` r- M ,GNETIC TAPE GREEN o� ° v i, / p F"x6" MANuFACTI°RGL /? �( . .� S / / y �: , { V/BLACK LFTTERS '1p o opo ? �- 11 \ I (SANITARY SEWER 3UR1ED BELOW) Ay� o °°21 a \'�? \ \` = o PIPE ;� ° ° a (- 4" PVC SERVICE ` LATERAL (2" LONG) CUSTOMER SIDE PLUG o o � oc 6" o� 0 0� °' / ° 00 0, 0 . k ;b \ 0 0 rro g, � g , O . gi /9'0 °g oO 0 ° °°c c \ � ELEVA110N ° 0 � ? SEE PLUMBING CODE P ° Or ° 0 0 o °° ° Oo° o oOp� NOTESFOR DEPTH OF COVER 000 ° ° o g8°OO O o rtr� o B(9 °° o "` - U n °o °00°Q0° ° MINIMUM SLOPE FOR L 3/4"-0 PIPE ZONE 3/4 _J _�� ' pO��� �o° 4"x6" PVC 4"x6" REDUCER r - I '�� c °, ° ° 6" PIPE = 0.010 MATERAL AS SPEC FIE. i 4.. 1 SURVEYOR TG INSTALL TEMPORARY R 000 0%90 r "Y" W/22-12 DEG BEND �. = " °88°°0 Ib 0 ° 4" PIPE = 0.020 ���j / _ 4" GASKETED-J HUB AND GUARD STAKE OR no�go 0 8° ° �� ELEVATION VA TI UN CAP OR PLUG GUAROSTAKE AT LOT E INE FOR �-- SUPPORT TEE WITH METER INSTALLATION BEDDING GRAVEL, .rN MINIMUM 2'0" WIDE ELEVA TI0I 1 NOTES 2. INSTALLED AY CITY OF- TIGARD -METER 2x4 SHALL BE INSTALLED AT THE ENG OF BOTH 4" SERVICE LATERALS AND ExTENDED 3' ABOVE FINISH GRADE � ANGLE: STOP 6" PUBLIC SERVICE LATERAL SHALL BE LAID AT A MIN OF 0.60 PER 100 FELT TYPE "K." SOFT COPPFR TUBING - NO SCALE ACUSTIN P. OUENAS - LATERAL �.. LATERAL NUNEERWC GfPARTUt NIunified 6 ? PUBLIC unified „,n L. NAIL kK _ - -ar-.-[Nw-a-c,-- --- 3/4~ & I OWC NO sewerage nQw, Com orn.) �: 31 •3• � 7 MARCH 1998 WATER SERVICE sewerage 0"IfOFT� QQ4.7 , 520 agency SERVICE , agency K • t� _ W � If Z A � I RAWING ",40. 170 S �J Q) W n " 1{Jn r -� Y1 +� Fonner Str. 11385 PLM2002-00188,SIT2002 00012 C5 4 of 4 .. .., .. . _...::., _ .. -'r7?'�Inr.. .__._ Merwran�nur+Mu�:•�M�++w� MnrMl, �'+ k.:_ NOTICE: IF THE PRINT OR TYPE ON ANY IiIII !II IIII11 IItIIIIIIIIIIiI IIIIII ! 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