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Plans S\ 79 - cool 4'CONC.SIDEWALK POURED CURB 4'CONC.SLAB W/6x6 W1.4 xW1.4 W.W.Ir1, SLOPE 1: MAX. 4"BASE , .r 0 liiPZOIPZOWCWWITAIRRT - - gamemetatoriater - zeTivsz.7-4.7. v.coo 000,10. orws � N �ft1II1I'- ` b • ■'-1- o ' ' ' ' '■ b v • = b • • r ■ 12 CUizB / SIDEWALK 8 1 -1/2 `= 1 0' •y, 0 2'5 1/4' et . if- / nnr ^ OUTLET PIPE 4•DIAM. 1 - - 1 ..._ — — J In N 1 / PLAN LYNCH STANDARD CAST IRON GRATE r (2-THICK- RATED 12.000 LBS) MATCH GRATE / ,< GRATE FRAME • DEPTH o 1/4•ANGLE I THICKNESS MIN. — ■ I 'v 3/16• v 1'0• / - f 8-(8-DEFLECTOR ;U1�'1 V 40 W/ HINGED LID I cv 1/4-PLATE (TYP) SIDES AND BOTTOM b. X 2' 1/2 s0. ,lc re ELEVATION , STANDARD CATCH BASIN NO SCALE saw- A NOTES: FABRIC ' r 1. INSTALLATION SHALL FOLLOW THE MANUFACTURERS RECOMMENDATIONS. 2. POSTS SHALL BE INSTALLED SO THAT A MIN. OF 3' - 0" EXTENDS ABOVE THE GROUND WITH A MIN. OF S�oPE 2' - 0" EMBEDMENT. 1 \\/\ ! 2'-0" MIN. FABRIC EXPOSURE \///> SC 0 \ ! \ 6" MIN. BURY FOR FABRIC TRENCH 1 / BACKFILL ' //� A 6" MIN r I A 1'-0" MIN. f PROFILE VIEW FILTER FABRIC MATERIAL 36" WIDE ROLLS - MINIMUM. ATTACH TO STAKES WITH - STICHED LOOPS OVER 2x2 POST. TREINFORCING NETTING, 2'-0" MIN. IF RECOMENDED BY MFG. , ' FABRIC EXPOSURE L _ . \\\\\�/ f;�\�'j\��1>//// /�//�////7\//� \/A/\ BURY BOTTOM OF FILTER MATERIAL IN 6" BY 6" TRENCH 6' MAX. - 2"X2" WOOD POSTS. .- ALTERNATE: STEEL FENCE POSTS \ . V V BURY IN NATIVE GROUND 41/4 SECTION A-A SEDIMENT FENCE DETAIL N.T.S. • 1 1 r-0 .090" ALUMINUM SIGN PLATE + 3/8" co WHITE BACKGROUND 1" HIGH BLUE LETTERS AND BORDER, BAKED ENAMEL rP RA 1NG WITH DMV DISABLED PERMIT ONLY. UBJE VIOLATORS I IANDICAP SYMBOL WHITE TOWING UNDER AN SIM 1 .62O O `° W TH BLUE BACKGROUND ♦SO UNDER ORS 811.615., L11 or) GALVANIZED STEEL POST ■E' c, *NI VAN ACCESSIBLE SIGN 0 0 I I I I I I N I I u PARKING SIGN • N.T.S. HSIGN ,-,— I . . . . :., .:., .:;,. ...,..s. 9' / . _ - N 1 A - 1 1 \ . t \ 1 \ j l I \\ / I \ _ / \1 \ A CHITECT • LA■ y - Ir1 N 89.32'30"E 89.90' tl� - 805 S.E. SHERMAN STREET■ PORTLAND, O1Z. 97214-4666 1 ! tt 503 / 231 - 1122 /�ti9 FAX 503/ 231 -0317 , - \ / / -44 l',' 1 / /` ! / i. .i" i , / / / / / I \ / / / / // i i i i, , , ,, , , , . , / . , , // //// , o // /, 1 i_. / ,/ / t ' JOP \ / ,-, ./ 7 , / . • I . . \\>// . .. , , . ,. --- ' , ., . , .. , / ,. , ,. , , , ci..... ../ , //, /, , / // ,.. , // , / , / , /// E i / k 4/• // A // I /' / i� I t / `• f N.- i r // / i // t / C2)11 N � ' / A. ,//v " I EXISTING OFFICE / I / j 1 / 1 ! N ,j / DUILDING �/ / / / , _ , \ . / / w n w , , . / . , , N // / Dp, �// / //� ♦/ t j OV1DE SEDIMENT FENCE �'� I • 1 5' SIDEWALK IiER ;' `' ,/ i/ ATIfOP OF SLOPE I ! ` v / EASEMENT,PER LISA STANDARD- I i ! CITY STAN RD5 \ / / / ; /i / , A :,CITY REQUIREMENTS II / ! F Ill �S/ // /// / l o I // l ! APPROVED STREET - -� 'F i� N 1 1 j I TREES 6a 30-0"O.C. / i ,/ / 1 f �J // I/ ENTRY STRUCTURE \.. • li � / SEE Q \ I ( S Q/ / ts w i 1.1.... -1-N 0 i , 1 4°—% . z I i y ( � Ili / / / 1 I O Lid j ji F // i ! 1 I \� �\� j 1 1 I % % I DiLl / c ! t j' l �� ! ^c , • / /! I ELEC. PANEL. —�[� ' —t METER I, . , (.......) Zil U In . / V J )--- , �I o__,, .. ,i , . . ... \ I/ n <0.., ,/ \j KOPOSED OFFICE EXTENT OF �—/ CO I EX15TfNG 12" %�/�j /// \ ti, `WATER MAIN D U I L P I N G 1 5IDEW AL K u_i PERIMETER • E �r I \I / STORv DRAIN LINE •• ��c V��t •r �—' j / ROOF DRAIN LINES. I i • ,I i /! CONNECT TO PERIMETER r i j / 5TM STORM DRAIN LINES �f\` - k PROJECT: 9505.01 jti -0' / N. I _ \ , j; r!, S`O/Ff I \ 5EERY STRUCTURE ,�_ ,c_- � ( rl 1 `�` i i I , _ - _� r CONTENTS / •/ / 1F4,r 4" i i ,% /i � . 11 j /_ JJ \ 8- j / I I CO F / - - f 't kt - ° / EXIST.G.B. / /; / ! f` J tj I; ! - l N - EL.344.5 �_ I • ! / i;! , \ _ / j 1 / ! r 6"� t W I [ _ _ j ; Ii _ / I 1 _ - _ - - EXTENT OF EX15T1NG 1 \j ��// 1ZEVIEWED BY i .7/ T / / i/� 1 y , _ ( _ +aa PAYING C i i �. i • /.5 / // / i / 1 _ �� aaa I 1 ! sf I i d 7:4' '1 15TM / 1 ® \ - t ® aa1 / REMOVE EXISTING ! j \ r` I i' 1 TG3at o �� 8 � 11E f ;8 aaaa j` CURB I j � DATE : 9/20/95 a • !I ! lI /:/ //A/ It FLUSH JRB \ aaaa I/ ! i i/ r i EVISIONS/ I I = E! r it I i - / aaa I CgTF NG_ � M H -mg• o )III I r f J \ aaa I � i ;�/ I Ir j 1 \ I - - €JEW IdflE SY \ aaa / EXISTNG r ; a f ! i 347 LATEAL 12/0 /95 CONSTUCTION J` r` f I NEW GAT(�H BASIN = rr 1r j W _ 1•' 1 _ - � _ Yy0R7H4OEST NATURAL GA aaaa / f / / / 1 RIM ELEVI.338.5 i „ / I t f f as / j I I G ; SAN MH D.2. 12/19/95 SITE REVISIONS r 1 r r _ 1 - \-" \\ ' I 5AN 5TA 4+20 i1 Ji I� 11 II VAN AGdE551BLE Slc (4„ I / 1 i_ �._ r /' \ ! I I.E.338.95 I / I PER OMIT STD j ( r I _ \ / ! i / ( lr / i ` I f s5 r rr _ \\ / — 1 - I t� Y OF itSARICI I I ! r °I IDz5 r - - E W / E E E --- --- ❑ NWMI 1 r r c0 1 _ - - - - — - -- -- — U EX W.M. I ]1 ( 1 r r r r / — T T I , 1 , G3 ,0 I I • I . O �� �' =.,2 d • I I ■ I r r ! r I 1 T342.5 /� 4"CONDUIT OWNER'S \ ` ! ! gr � CO U 0 NE 5 CONNECT NEW 5TOR r I I / N 89'59 55"E t00.00„/ 1 ! I ! 1 T340.0 / I G342.0 ELECTRICAL CONTRACTOR. E - ;tz3 _______.1 ]' SEWER LINE r0 , / I I 1 1 \ A— - - 033.9.5 / I / 'N .r ., , ]} ok B I EXISTING MANHOLE / I / I r r I I PROPOSED ^// S G S- !l ! / r1 I `i M 1 I j !I 4”CONDUIT BY OWNER'S / 1 / i i '/ , TELEPHONE CONTRACTOR 1"WATER LINE 5' UTILITY EASEMENT EXISTING 8" - EXISTING CATCH BASIN C,B, / t % r 1 I / l ^�` WATER MAIN AND STORM DRAIN 330 I I / II ! 1 / ! ! I. BY G.T.E. \\ MH' ' 5 I 1 1 1 r /I 1 - MH 3313 l I 5r#M--I 1 - Co - I i i I I ! /I o \ NN • EXISTING / 1 r i °i ! I r r ! I o \ I I r r { I I 100 EXISTING TOPOGRAPHY /�+ L/ LATERAL / ! r r t �' ! j / E / N e f / L 1 �'' 1 rr r / I ( T tots roP of GuRB 55 \� SAN MH A7 ��I J I I 55 f p { / 1 CO i I r I I 6"-/ I I { i T340.5 / T34.3.0 1 w 1 r 1 ► I G 101.0 FIN.GRADE 22 27 SPOT"H" f/ V rr r 1 rr 1 l ! ! f 6340.0 : I ,8 r I G342.5\ 1 I — — G r E r LE.324.72 1 j I. Ir j r I 1 I ► I \ , I r r 111 i I 1 H —y // / 1 1 l — fi — \ i I I i r 5TM / I I rr r1 , I t I • \ ( EXISTING UTILITY POLE. 55 % - 1 �� ' • c--,\ W/TRANSFORMER/ ` j l 1 N 89'59 55"E 97.62' I j \\ /C EXISTING ! / I /1 I t \ • t' / /,1, 15'0" 5SPACESEa9 0"=4 0 4O ' i i I NN / SEWER MAIN / - - L EXISTING SEWER LATERAL i, A I 1 / • VERIFY LOCATION AND DEPTH 2 EXISTING �I I 1 GA5 MAIN PRIOR TO INSTALLATION OF i E I.E.322.22 ("A°) / NEW SEWER LINE D-I V I I.E.335.50 IN I.E.335.210UT I.E. OUT 318.82 CA") I.E.N 322.90 CD") V • . 4•01:1 AIP9A./.11 LARRY • . —...--rir a / p. RTL. , I• I .i. O oF0 SITE PLAN ,:, 1 /8 ' = f -0" NORTH !:. A 1 • This drawing Is the exclusive property of • I ARCHITECT• LA. Reuse. reproduction or publfcatfon by any means is strictly prohibited except by written permission of ARCHITECT a L.A. I1 ()Copyright .1995 9505.01 A1.0 5rrE