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DDA • 1 TL 11300 i �1 I TL 11200 i' TL 11100 i I • un I pp -' - ST0R11 NA CE EASEMENT : I :.i. • • • • r J • 4 t • • • • � • a l N s TL 15 il 1 T. • • • • • • • • • • a to w. D' ENEFTT a9D 1 - 7 • } _ �� STREE NOTES • • • • • • I I i -- - -- __ g __ R - -, 0 9rA/OAAp DDRB OFFICE 4P $ H r 0 MATCH 03511140 PA1EMrxr / \ i i Oa SD ST D +3021 P • • • • " • • • • - Q , u RIVA rE •:I I 7 STAIEIAAtT GWdi RAGAS . It D' - O 11 3 ,.' I , 1 RI (9f1 SD 0 +30.21 1 I ❑ 3 ' • • • • • • • �� • • a 4 4 S TA 2+01.08, 1Y at NTH t • • • U U 9 O ^1 • M '.� 5000 I I E • iM 1 1 ,2 CO • I • • • • • • • • • • • • • • • t CO • ' I IE IN (24' ' N 100 • W M1 I ❑ .• • E UIEAµ E Ma 9.7 • 1' PVC 0 fi I • • • • • • • • II •�2111 a TE) ` 0 L 4 YRNDa • • • • • • i w I ll 3 � f W T EM 0 PE O tSTD:r wm 2+21.2 t9ANS Rr uAiw �_; 3 --.1 e 1 1 u � "L ( �� OP fi0" L1P 'N 2 !' I I EPSITNG WR8. 0 30' Sp' w A 5 ATE STORM DRAM • ., ENr- �' . 10' STAAENT I I L ✓T i ©STA: 0 +14 12' RT 1. �' = 2 O N g - - - • -\,-+- raR [ !# BLDE 01 5 I- > W -;1 - - nE ffxET r LOT 7 srA DEW FM. SHED � r• • • • • • • • • • • s WI re Eur. naa T 1 rTT:1 I I I • • LO I • 10' Mtn EA41i DIJ1NGtOR1� • N TOR THE BLNEM : 0 +46,B2 TL G0 • • i . E07$ 2 k t PRIVAT ATRa 1 TL '�s• �tr ( I 1 I 2 E OJT (21 24126 1 ' 12D / 4 NEW S' WALT( TO 2+ 3 .9 VTR ( i }{� m rsi PRIVATE LATERAL 3 Tx !. n c Cr ° I N FEP FEE I PRIVATE LATERAL 9) 1 7 ❑ /L Vint STA: 2 +34.96 VTR NEW `. I SD STA: 0 +8111 I Z V INSTALL IS' CW4RCIA1 p81EWAr APPROACH �`' 3t i1 SD Stk. D+84.1 0 1 1 I i 4 C.- ry z I E 16Q0 711 1' PVC I 1 > a i c�i ._ • U I 1 134.1 II P PVC 1 1 •, A 01/K]I) I i sik 7l0 1.27 • 'PD" END MATE I I O I G 1 +0 00 • Of ?D �i > » STA: 4 +64.28 1B' LT MTN V I D • I.D s S !1 f ND CURB MATCH ESTING . i l I I ; o ' sawux I Ea l� 5308 I v1 .: I I CB 118 +19.46. D Li 701 I :159. 6• I STA: 3+8218, 11' Lr YTR r R f 9 I • ',� w Lu • L ' } I I FEN: 261.11 R I tcrfH [LWN RADIUS. i , ..e r ( 1 O I 0SL- 25722 L - - - - - - -- - - - -- � L E _ . 1 7 1 Px 1 w. © o s asz P c PEE MP. I m 1 ' � tB : i �' r = = 4011 , 15611 . i l l N i° . , 1 III o 1 ..-.; ------ II ME 1 00 N 895713 I 2 +00 t�W! 3 +00 r El 4+00 � _ � i w TL 1800 1 G _ G ? SW MOUNTAIN VIEW :�® -. ,@ 2 Z , ar' J �j 0.00 SW 97TH • - W STA: 5+0 cn STA: D+0000 SW YON MT I 1 1 1 TL 11800 0 © so A (118-105) TL 11800 L 1200 I -L 119 Cr. 1�1 Cr I Pk 1 +71.85 U 1 ' UESRGI +I ANG.E PNi I I PONT � ANGLE WATCH •• 3 O 11 1 Q Z W .• i 4 Z. co rn o PN STA = 0 +67 PN1 ELEV = 268.71 2 8 .c-r) - O o 0 N gc° G X A.D. -2.25 PIA STA 1 +65 ' 8. I Q o K = 22.19 PVI ELEV = 263.07 ~ m I I A.D. = 2.83 g6 • Zo 7 6 • 7c Z M dN' a 50.00' VC --- ci K = 3177 m I I Lf' SIGHT DISTANCE PANT AT y F 9. v 90.D0' VC gd . ' O F J 977F4 115' ADM STREET. N Q ry p e V -{-' n Ph STA = 3 +32 M N y U W + ° e 9(187 pSTANLE PONT AT PM ELEV = 258.19 1 (J O > > ° ry NTF715ECrRIN ELEVATOR A.D. _ -1.44 m m O 15' RRG1 TRAVEL wc. K = 69.50 2 2721 1 1 'CI I - 1 I . 3 .5. 1 w> j I ,� I f0 VC -I I 1 111 ! 1 mall 268 N I 1111.1111111111111 I 111=11111111 • 264 _ r _ I 2 4 260 --- -- i ' I _+ 5 DD a ,Tarr -��,� ����p� O`TF J E COPY • 256 - •,-- r DSTANTI PONT AT 1111111111111.1.1.111 -� -'..-1.73. _ 2�'. 1.25' ABOVE STREET. MIMI .T 252 ` -- -i IMMO�� Y OF TIGARD .w_Mum,71.1.1..1141111111111111 ......_ 248 [NJ' • 111.1111111 � _ • �• •A M proved [ ]: o S z Z w 1 1 .� � - Z r. - - _ Fo o t a wo k as described in: W 0 • 244 �_- ' , --- - - " e' Pf� 20 1 ..fi ) a C _. - Se Lett :rto: F.fto�r OA2 AI &EV I I I I I A tach `...'.'."...t ,' DATE 1 8/15/05 DESIGNED ( 5 ROPER 00 m N ^`m ° m ° ^N .- o Nn • • • r;. ♦sa••f � ENGINEER 5 ROPER • 7 Hi ^ o n� ^� -� o • inm t'--,1": .o - ' y200 S W c 7 �•.il CHECKED I SHEET 111 c ° By: T:. 9 N NN N N a te - Yi ; �N iv N N ry H ! i r )...-Date: p"��� STRT /STRM 0 +00 1 +00 2 +00 3+00 4 +00 5+00 6 +00 •- SHEET NUMBER 0100 I • • • • • • • • • • •• 01 • • • • • • • • • • •-^ • • h • • • • • • • • • • • 10 • • • • • • • • • • 01 Nt • • • • • • •• N M PLAN N PROPERTY UI( 01 I-- 2' -5 1 /4' --i LIMY EASEMENT , • • • • • • • i 4 • RI NIHECIgIt '` • • • • • . • • • . • . L _ co r V r ^ n II 11 II II II n -i � 45' ffU, II( I II -IlAll {Illl Il I {1111} II(II}{Illl' • • • • • • • • • • U La C] o b I ' �g ENLARGER TO f' !I im T ` • • • • • • • • • • • • .4 W .-.1 l O1 N I 1 InI " CONNECT TO RT 'I' A ( ' 2 q _ I0 J II � MAIN LARGER T1AN C. • • • • • • • • T) W m O Y -5 1/a - - 5 ZE AS SPECIFIED AGAIN T VI/ L BACKFlLL W = z ' ��[1 I � _ TO PREVENT PLUG BLOWOFF Ill O 1 CI n ^^II II�II El_ • ••• • • •• •• ^ �� II Il l -I 11�17I- 111111 • • C W • • • L•NCH STANDARD C IR AST ON CRATE STORM MAIN �/ LO Z BAD (r IHIIX - RATED 15000 LBS) HINGE - 12 GA STAINLESS STEEL • • • • • • • • • • • • �L{ O) W = CR LYNCH EXTRA HEAVY DUTY CAST RCN 1/2 OPEN INN 111' KNUCKLE. • • CO D. CN CRATE (2 -3/4 TIHIX - RATED 10 LONG WITH I/4 RN (FASTEN • • • • • • 50.000 LDS) BOTH OR APPROVED EQUAL e 0 1/4' 5TH. STL BOLTS) WIM I 224 _ _ T \a �1 d o DEPT' _ DEP TO MATCH / , HEIGHT: TOTAL LENGTH OF 204 AT END OF LATERAL 12 ��? = Q < r ' I -GATE DFPTH GRATE EDAME 3 1/2• -� F 1 2 (-2 LOT AS SHOWN ON APPROVED SET OF PLANS 1 m y U / 1 O• 1 _ I � � 12^ HEIGHT MARKINGS TO FACE STREET o J 1 u u -, .r W 1 -Q• , ��I OF MIN y Z 0 0 4' 6 = N I/4• ANGLE MIN 2X4 COLOR CODE SURFACE 36' � •: EE RUMNESS MIN. 1 I OUTLET Y CENT. 1 MA ' 3/16 36^ L� (WHITE-STORM) � ,�/ Z AU • 3/16 ' S - MIN. ^ T 0' GROUND MAGNETO 1 . - / SURFACE TAPE / SEE DETAIL -A^ 3/16• • ' S' BENDS ( E GROUND 0 I /4• PLATE (TI?.) ..... _ _ _ 3' 6, I ODES AND BOTTOM \ _ _ _ _ - _ _ _ OUTLET 10 GA SHT, DAM. METAL (TIP.) e I I - - MAC /TAPE r" I— 7 -0 I /2' so -y N I.E. ON PLANS G nFV,AnaH (CE OF CATCH BASIN) (') 3/16 H) R EFTA& ^A^ O C EAHd T K • CEN4RAL NOW,. 18" Si, LL PLUG CC 1. BASIN SHALL BE CONRNUOUSLY RIDDED. 90E5 ANT BOTTOM SHA BE BUTT WELDED ON REUTERS YAP BE OVERSIZED AND FILLET MELDED. E�''!'/ GC 2. ALPHALT COAT ON GALVANIZE ALL SURFACED OF CATCH BASIN AND 1B" • � Q Z W CLEAN OUT. f 3. BREAK )A CORNERS AFTER MELDING S. CUTLET PIPE (10,000 SF.)) / 1 • • • W A. APPROVES DR D PINNACE AREA (SQUARE FEET) / I D• MINIMUM SLOPE FOR 4• -0 PIPE LONE Z O N z e wait TLET FIFE N RE CD Sr.) R' • 1 g8 • 6 • PIP - 0.010 M 5. ANY SUBSTITUTION RECUEST OF EATCH BASIN COVERS SHALE BE • o • • ' MATERAL AS SPECIFIED BY CALCULATIONS (STAMPED BY AN OREGON REGISTERED • 8 .. 4 •o . • .. 4• PIPE ■ 0.020 Q PROFES C] FROfE590NAONA 1 ENGINEER). ``` , ` ` ` BEDDING GRAVEL, STORM SERVICE LATERAL ^ E m SUPPORT TEE %MTH PRIVATE LYNCH CATCH BASIN MINIMUM 2'O WIDE DRAWING NO, 170 0 NOT TO SCALE N o Q J J ED CO M REF E1R1N REFACE SOIP1 a NCO SCAN T (16^.) CUTLET CONTROL STRUCTURE 12g3 STEEL SEE RUT 000 FOR CURET 03000 9)UCEAO STNUCTLq DATA - - - (B) 014.I I z _ 0R EOM I t Q 141 PP • w o EXTLFC CHANNELS 2 U N" CAP 4 PAST PIPE EDGE 4 2 I CF 6D PP 0 SL•a50; I 2 U 21 CAP - 0 5. -COOS PLACE S 011 • 3.050; IIIIMMIIIIIMIII CU1Sa0E or OF SY SYSTEM a WELMO MC SE CURI) 011110-C CORRUGATED BAND E CUT: 243.00 E CUT: 14101 • I • AI ALL .01115 AM) R1DED LOCATIOIIS 4 -1 4 W F3 32 O Z 5 Z O Z a w l 110 TO I STAAOPPE I- C Lz TYPICAL REINFORCED BULKHEAD DETAILS CONNECTION PROFILE VIEW CONTRA CR TO 615 C AA NOTE, CO c N FRCOUCi II S. LS, MIT PROPOSED 61/ CAP PPE TO X 12 EUEF AWMNW COATED SIM L+N ■ SCALE: NTS SCALE: NTS ax.A CUT SHEETS, MANUFACTURES a M M • INFORMATION PROVIDED BY CONTECH INFORMATION PROVIDED BY CONTECH 60 DETENTION PIPE O DI N 011 0DVALOTY MEND ND FOR CONSTRUCTION PRODUCTS INC. CONSTRUCTION PRODUCTS INC. SHEMATIC DETAIL DATE 8/15/05 DESIGNED) S ROPER ENGINEER I S ROPER CHECKED T SHEET TITLE STORM DETAILS SHEET NUMBER 0103