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10565 SW NIMBUS AVENUE J i I NUTS SITE PLAN SYMBOLS: PROPERTY LINE BEARINGS ANO DISTANCES AS WELL. AS SITE AREA — —---- --- CALCULATIONS ARE PROVIDE- FOR ZONING AND PERMIT REVIEW ONLY. �- -�]EXISTING AREA OUTSIDE Or SITE (NO WORK) �- --- -— -- — REAL PROPERTY LEGAL DESCRIPTIONS AND AREA CALCULATIONS AREN TO BE PROVIDED BY A REGISTERED PROFESSIONAL SURVEYOR. CASPHALT PAVING - SEE NOTE 12 EXISTING LANDSCAPING TO REMAIN SOUTHERN PACIFIC RAILROAD NEW LANDSCAPING - SEE L-1 Li I PROJECT SUMMARY: oo.o CONTROL DIMENSION JURISDICTION. CITY OF TIGARD, OREGON G GARBAGE ENCLOSURE LAND USE ZONE IP (PLANNED INDUSTRIAL) & DISABLED PARKING STALL = 15'-0` X 18'-0' LEGAL DESCRIPTION. LOT 6200, N.E 1/4 SECTION 34, T.1S, R.1W, WILLAMETTE MERIDIAN PROVIDE CODE APPROVED SIGN AT EACH STALL WASHINGTON COUNTY OREGON & DISABLED VAN PARKING STALL - 17-O'X 18-0" 1"E 3' ALLOWABLE AREA WITH (4) 60' SIDEYAFwDS AND FULLY SPRINKLERED - UNLIMITED .00 VAN PROVIDE CODE APPROVED SIGN AT EACH STALL N70'41844'3 �' __ S19'15'29"E 586.64 BUILDING CODE - UBC 1991 © NUMBER OF STANDARD PARKING STALLS 9'`0". X 18'-0" \ \\ \\ \\1\ � - --T� ♦ \ \ ` �1„ \\ \ c _BUILDING OCCUPANCY - B � .-..- �\ \ \ \1 \ l`` \\ \y\ \ \ \ \ \ \ W CONSTRUCTION TYPE 5-N CATCH BASIN (C.B.) \` `'•^ \ \�Sls'�5 29 E' \ �U.' \ \ , �♦ \ p E IyWiW'ii�i ,yWvYW-.-i•VYVV- „yWry•y-'iViv�yWW.Wi. yWi ify�JWWiiWW 13yiiWW ZWWWWii 9yiii W E_VWWWWV. •Viy W WWVW,yy' WyWWii ITiWi1Wiy$Siiiy;W�i'ii1Wiy'-iWWWWW iWWWiW WWWWiW iiY•yW✓1iWW WiW`�iiVvi• iiJiy�aY WWW+i.a 1`1�O4_32WW3WW Wy.�1��W Viiyi= -W WWW1 +iiiyWi'-vWV-.W r,diiWW Wyi♦ W•iWi-,•y�'WWayWy'iyi WW�W+W�W__i WW iWWiiii W oiWii.iiWi iiWWWWiWyi i WWWiWW,iWW�yiWWWWW'i/W y�i i'y riiWiy'ii W.'WWJiWWiiiWW yi W 1 i�yWiWiiiiy W W iiWiWiiiiWy V W i^Wii�W•iW•Yi iy p ii iiiiiiWW a�yy W•WWWrW2ii/JWW'y W Y///iWiiWiiWWi W iy'W`iWW/WWW W'i W'�i a'i/%iiiWii/iiVi YW.)/-W iiiW�ii i\iW i Wi d_Yiiiiiii,ii�V i i y.�r-W/i WWWWWIW-Wii_i i,W-i~i�-i W,Wiiy Wi 6i i�-A>"fWaiW.WiWWW_i iW W i.(ii.iiii�•iiiY i W p\6Wi WW_iWWWIiiW.W ci fi,ii iiii iiV y i J Wi_iiW_WWVWi W W y'_,iVii-iiVi.iW V i I.'Wi)iiWW�W_WiWW y W 6 W�WWiWWiWW y y♦\_Wii�iWWWWi_—ii/W y_1,W"li Wi_WW WW`W i\y\1_iWiiWiiiWi i Va 1^J`_Wii,i_�ii Jiii WY♦/�y�WWWWWWW,W\WW'�1a YY 2Qi�WiiWiW�iii aWy•D`W0WW�W�WWWW 1W i O 1WWViW'iW8 iWW Wr i\`\WW`i W WiiWviiy\�,WyWWiVWWWiy\\W\iWLiiWii aP\W�WW iWiiiW\Piiii 6iWWW W rk-.r W Wi iiiWvJi�\Di1"Wis\i Wi`ii���r•�1`~W.WiWp�i2WW•W i p`iW_iWW,WrW i`._i\\-r�-WW i 1WWii'W'12C r�\'.l0Wi.imW,�"i/i.W\—_-•^.W�W'auW.wW-W�W rnYt.Y'.-I.lWW\"iilr 5 1 l 1 T-._d.--_i.i`W V`Fri_•l_r-r-u-Wr=_Wi'yrrlt--r-r.n.-.+i_-iiu'l"_--Y",llWiii-'4l•/ctr'n'Er..:;.ryWWryI_tt7r,nr_WyWW.y.ilI-.rn-�t\ri,rWla.r NUb.—'r.Cr.1tl.yyi\W�1ir•r1.—.1-1ri.Wni...-_`_r rl1.t\,i�iWWVWtrr't.�l.\`rlWiYWih__---,`!"_\`yn-_W.W iiWy._y t'1-_1r_2�i1iii-i_-1ra-r1_l._iVn.�rii.y_tiy-._I.r`.l.,yitW_Wi__l-_\\-l_\_u I [\-h�r r.-�.l.a.y(t`.iy.it,ryr,.l'Y 6d__r�t."-4W W.iit�..n_r,-I•\\Yl.r�W"�YyW�.W.-•\/` i,'.,\\..\,\•i,/.yYii.\�Wiii,"'r-'�,�`yr\'W��iy�"r\4 I'\i_y\WW/ry•1_\,1r 3WW`y,�/yi�±•.��W./\iy."Wi_w\ ,•,�''yi✓a`\W\�✓.'`•_'1�\'_i•WWW-.i i%WWW\Wy/Wpi.i N�,1;�\8'WO WWWW'1'\WWWi-iyy\.\WW,yW\W� �y i\iiyW♦i\I��\,_'iii WWW-i 1�O ril'WiW1,�..�I�W,W iW!W,iW,_-.aa 1.._.\i/W\WyWL\'AW'W�WWW WWW\I'1!5�-\1i✓W�WyWiW'a a a�I w a3iiiWi.iii4,,�Y w,ZS<gWiiOyW, \iWWiiiWiW,,7 W WWWW'\iWWiWWW,,O'W,Y^.•ii.-Mii'W•.\WiWWWW"Wi,i Y I�V\WryWOWlWylt 1 iWi.ii iWi`••♦i'W"`�1,WW WWW`y"jjrn�ra\#�I,•�,`iWi✓r yiiW i`i i i I.\M�(O.V`iW,]ii'y4.X,'�'\i W/yyW0\WW•-�-•',Wiiy0-2 e�Zd`yW0y••i,♦\iXW r,.R Oiiyr y -/�yiyr i.Wy.�._1 si ys._Q\_�KWW'`0/Y�•y•,\`W,•\•\_Wy.\i-WW•a.\r\'\4y\I8�yI:y,+//�(®ItP___j/yYi\i i-i�_',_W�ry-'i-_,yi/.\`,W3�.✓-� "\`Rd\\_•"'W'i`Y_�_-\iii i_\y♦\\-`g•\W'WW- �W�,\i\ir�;iyr`•t-\..�itW\\-'�\\Y O�`•\\�\\0-':��y�\yy W pW,y y i�6\I�iW 1�\/'O \,4 W`.♦Y`��'�\%\Y M'e\tj1/yy i\V•2i♦iY,� ''\`•yi WW WW,/WViY•\li•�`/1,y,W+V:ry\yy W WW \WW,:/\/f..//1y�y4y•i/W�i pyiiCy:/y �'"�:yy,r*iri\;VWWWyR'„yy ffA ,i{Y\;/%,\',/�♦W'��Ii,/�i�i\ $ \� y\WYWi,W�\o/\✓/;G�'Vi.y�/i•yi_i\ ,-�®_iyJ�1iyi• ✓' •��W i/Wi�`yiy/ii -ii/'ii'l/6iiW,Yf`/W yW'ly WY y\y�♦�����`yyyi i iyiWW � W Wyi,y,�WWy Wr�`yyW W/���i/Wy•W YyWW1WW Wy W"\W♦ ��'6WiWi.i•yYY\WiV`W WW~i i W�InWWQWW�W0W W, `fWY�W`.ya\Yl,\\��►i i V\ii it�W W W1W W,vi•, `—�,ya�-W ir`i Wivy Yyr•-o t-\���Jt\y�W✓•JI6W WYy�\IWW,ui�Wi O/v • �\a\\':'/(//•t/j�V/i\ig,,W\W1�W_,W� , moy•/'i�y ISvn- W.WW WYyW l .s • i /,♦\?i,Ay\yi„,YY�i�i \aY •).•�r.yi,WZYWii\Vy-,\W\W,W \�^+\�W4`iWY Wi\ii•i i i iY r♦b0'` d.•`Wy_-WWWV�WW.�YW\�W'r�W •\yiiyri'./i`'�iii'ywy � y'\'�\I.`_i py,_W yi y�iY\Y♦yCy ~p.\._W:`y W/Wi•`ii_�\Wy i�•y/\ �\ •!' / W VYI ) !' { `� V \ �WV.,WWiwYyi \ � '„- ,1 - I �. v` I ' \ h /r1V(QIl( - I I �I o <j Sl A R-`A �9NF Gf I2 VP a_ � I. J R/ i 1 �rnw�3YaJo0 1 1�1- iLAND AREA BUILDING AREA SUMMARY: FIRE HYDRANT cF H \ \ \O VMANHOLE (M H UTILITY POLE(SEE NOTE N0. 18 BELOW) METER �'�\ \ ` 1. 0 G) UTILITY VAULT 1 ' \ \� �SITE AREA �1^f LAIJDSCAfE AREA 54, 278 SOFT 326 COVERAGE169, 942 SOFT .9 ACRES 14,39ID TRANSFORMER AND PAD � ® VALVE BOX COVERPAV ® ENTEA- 34 Gq,FtT. 427. COVERAGE BUILDING AR43IT' 16 LIGHT POLE \ WALL MOUNTED UGHT WAREHOUSE SHELL 40, 18-�: SOF' \FIRE DEPARTMENT CONNECTION (F D C OFFICEFUTURE 04 GATF VALVE (C.V.) \ \ \CONC. SPORT OVERHANG (U.H.) �\1, 60) SOFT C 0 C.O CLEAN OUT tQURT W O p-TOTAL. AREA EXPIRES 12/31/96 41, 785 SOTom.” PIKE•,IN 16 \9COVERAGE M 00 SPACES OAK �L,N. PARKING: \ LLI \ \\. SOFT \\ N, W �4 N,EXISTING BUILD! ♦\ EXISTING BUDING`'R F69LxIS11NG TREES TO BE REMOVED VI), Z O\ NNNN, ` \EXISTING TREES TO REMAIN r\ Z CONC. j z PAD 8 x il ZKEYNOTES: � UMIT OF WETLANDS PER REPORT 010-6706 BY R2A \ACRA, INCOCT. 27, 199: - AMENDED JANUARY 6, 1995. 40.00' Zz F H. 1, 52 W �2 WETLAND BUFFER (PART OF LANDSCAPING) 25'-0” TYPICAL Li AT WATER DUALITY SWALE ♦ JJZ NOT USED \ ♦' `. W NN, \ \ _ ir 04 N. RAMP SIDEWALK DOWN TO ASPHALT PAVING AT \ \ \ \\\1;12 MAXIMUM SLOPE SIDEWALK DOWN 4" AND WARP cIASPHALT UP TO SIDEWALK 2". CROSS SCORE RAMP PER SPEC. N11. \\ \ fXISTING ASPHALT TYPI \\�5 EXTRUDED CONCRETE CURS. LOCATE AROUND ALL ` CURB RADIUS AT CORNERS (U.N.O.). SEE DETAIL 6 3" WIDE PAINT STRIPE. ((G-5 , \♦\` "N\ NEW CONCRETE SIDEWALK AS P ♦ ` ZLANDSCAPE AREAS AS SHOWN (U.N.O,). 5'-0 \ \ ( w ER DETAIL 'S 191' 529 DISABLED PARKING SPACE PER DETAIL 7/ Q LOCATE PARKING PER PARKING SYMBOL DESIGNATION.LANDSCAPE ISLANCS TO BE 9'-0' WIDE MINIMUM Z 38"0 10 TRANSFORMER PAD (SE: 3" WE PAINT STRIPED PAVING FOR DISABLED ACCESS ( 3-12"0 uiSTRIPE AT 2'-0" 0/C. - U.N.0) F PAVEMENT SECTIONS: \ n 44h �1CAR PARKING AND AISLE - 2 1/2" AC. PAVING S' "E 10' R10" CRUSHED ROCK COMPACTED SUBGRADE. c9 12a 12" CRUSHED ROCK COMPACToS 19,1r,102,17 8"0 MAIN AISLE AND TRUCK - YAC. PAVNG / SUBGRADE.ED i 71.45'7" THICK (UNkEINFORCEO) CONCRETE SLAB / 6" CRUSHED ROCK a OCOMPACTED SUBGRADE. EXISTING ASP NQ '— 3 12b4 FIRE SPRINKLER AND DOMESTIC WATER RISER - SEE SHEET 12aG-3 FOR UTILITIES. (VERIFY WITH FLOOR PLANS FOR LOCATIONS). 18 15 GAS METER LOCATION - VERIFY WITH SHEET MP-1. cj 6 NEW A.C. PAVING. 10'-0" WIDE CONCRcTE WALKS AT EACH ENTRY TYPICAL 21 TO S 19-15 12b WITH IO-R16 SAWCUT EXISTING PAVING TO INSURE C 18 FACE OF EXISTING CURE IS USED FOR TOTAL SITE AREA SUMMARY AREAS SHOWN ABOVEN19'1529(169, 942 SF.) HATCHED AREA IS OUTSIDE OF LAND TYP. 6 TYP g 12a too 64 7 VAN r -cb- 4 W 12Q AREA 0, 235 SF. O.H. 0 SF. +CD TOTAL 10 635 SF. 7 '1/ 100' 6 100 TJ , 5 y i Wii i iyW58'00'00" n T r-1 L R 180.00' /17TYp j 41L 142.21' CB = S 48'15'29'E ARA 64' SF AREA 456 SF.= 174.53 �,. TOTOTAL 9, 856 SF.A000 SF 6'T AREA 250 S 1085SF. O.H. oO SF. VEEXISTING SIGN R-r ` / i i W LIJ TOTAL 1CO .b 3 .. WL, , \ BUILDING S y y i Y Y y y Y y Wz 16 __----_ t , // 7e� iO R ___ _ _`__ JEXISTING ASPHALT PAVING 6G-5 5 12b 100 li' i SW NIMBUS AVE, n84.58' V '7 (o W W y . W . Ji Y OCK' = 27'05'56" 4 i i i i i y i , / / =60.00 L=28.38 2r C=28.11 C8=N78'54'41"E L�-- X5Y4Jt \ / 10' R 2 - 1"W LTJ a 5 TYP. DIM.'S 5 12a 8 N-19'45'29"W, AT PARALLEL 2 .89- 31 Y. � iW i i i . . yO ' STALLS46 FROM PROPERTY SGN" LINE AppV----- ----- 7 r -- 7 PP'ovEtlib ., •C�OF , W W W W W W O � tn® ;Y. /}_i W W W i w ...... f d .1 ( f)- ...y W y i i W dror A7ar_r_r_rr_rrr•-rrr-rrrr._ yi i W y i W W i W WW iYiWiiiiV i y Ny,RTwRP � � tI O uLLI N 1E30.Oi i WiiWiiWWW i YVn1 E LAN y", y 9 ! Df; EL WETLAND - IVERIrY EXC T zi i\ 61ME-gSION'FROM EDGE AF LOCATION / LLJ y hrft ICD 1995U SAN I [FN/ 001)[ AW W i kTC `NOAP� (PFyS1 JE) 4cCARRCKNAU'i I)ATE WYyWYyi 6- 14 _95 rALE PROD NO 30.0' 9 4 7 35 DRAWN HECKED VLMK PLOT DATES BGL AHS1/10/95 20:15 41 1/12/95 7:11'50 SHEET NO1/27/95 12 58 1t 2/10/95 14:43.24 5/10/95 16: 24 5/16/9: 1051.24 Nimbils Av>nue,10565 530/95 19 246 51T 95.0029,PLM 95-0185 947350-1 6/13/95 19:50.14 OF FOa , t1i PERMIT SET 6-14-95 If this nolice alyears dearer (11,111 the documen , the document is of marlin11 qua( q. . 11A11,112=1 11111111 11111iltliliJilili 111111111111 I;iIillJtit111lllill 0 x AL II - 1 ...,F ...r.:•ion-a.nRtr�+*rlW�rl�1►i � .�+ 'AHr°.�AIJ'w:#�7'�q. N 2111 S SOUTHERN PACIFIC RAILROAD W I I "N,\` ♦ \ ♦ \\ \ \\ ` NI ♦\ N. NN \♦ \ \\, ♦� \ \ \\ �1 \ ,` NN \ \ \ NNNN NN, N. `, OQ \ 6 72 \NI ♦,`\\ isB \,''\ \\ '\ '� 1 \,, `.. 4,392 p NIN NN 177 `N "IN / ✓ ., I \ \ `.,, / / \ `., `N\' /r SARAN SITE GRADING NOTES SITEGA - �` NNN�♦ �� N, \' \ \�,\ 1 1 ,♦. \ \\ ,�♦ \ I T ♦\\♦\\ \ \ \�`• ``\ \' �\\ ` ♦♦ ~ ,` \ `\ ♦,\ EXPIRES 12/31/96 - EXISTING CONTOUR LINE . \ ♦,, ♦\ \ \ \ '` \ \ �� `\♦ \ \ \\'\, \ ♦ NN", `. 155--� EXIS1 O CATCH BASIN \\' �♦ \,\ TBfJ-SPIKE iN 16" `\, \ \ \' \` ♦ \♦ ♦, \, \ \\` \ \ \' '_` NEW CONTOUR LINE ® \ \ ` OAK, EL. 170.30 . \, `\ \�• \'\ ♦ �\, �'`\ \\ \♦ \\ \ \`' O C' MA Q ` `♦ ♦�` \� \ \♦ r a� U MANHOLE 869 a 1 \ \\ �, \ \ \ \\\ NN ,\ \\ .r UTILITY POLE \\ \� �- :1 \� '\ \\ \ \� V LXISTING SPOT F LEVATION \ 2 `\ ''\ \ \ \ N. • /O` FIRE HYDRANT \ EXISTING BUILDING'•,R � � � \ \ \\ \' \ � 1iJ N \ ., _= `\ EXISTING BUILDING` \ \�`''`, \\ \ •' 04 154. 5 NEW SPOT ELEVATION �Q METER \\ \ � N \ `\ \ '� \ \ ♦N. � \ ` �- PROVIDE STAKE. SEF. SPECS. QV L_J UTILITY VAULT \ \ N. "'NN, ♦\ `` `\ ♦ \♦' \\'\ \` ♦ \ ` \ LIL M [0 / \ \` EL ELEVATION U nT TRANSFORMER AND PAD ,\ \`\ N. �` \` CONIC. / ` ` \''1 \ `�\' ♦`♦\'`♦ / \ ` \ B M. BENCH MARK ® ® VALVE BOX COVER \ \ \\' PAO'`. K ,� / ,// -,� \\''♦\ \ J Q T 0. C TOP OF CURB •11, LIGHT POLE \'\ \\' W N2 j( % NN, \\. `Z' w B. 0. C. BOTTOM Or CURB a\ 1_ \\\ .r. �♦ WALL MOUNTED LIGHT ` `., '` '\ Z\ M. H. MANHOLE `, `. \ `` .i Z C. B. CATCH BASIN •C � FIRE DEPARTMENT CONNECTION �`�♦\ '`♦\'••, � � ♦ '`\ ,,\\ � 0 \ \\ ` \%\ \ \ \N. \ W \ V. \ �`\\�\ O \ - - W i :\♦ \ `. \ \ \ \, ``\ ♦ \\ `♦\, \` \ RIM 163:71 J N. \ \\ \\'\ \`\ \ ` "\ \\` \\\♦ ♦\ CB , hEXISTING ASPHALT / �A'l \ \ Q \' \ \ ,\ ti \ \ `♦\ \ \ ,� \\' RIM 16.,.f:. \roM s �` \• \ y `\, ♦♦ \ `\ \`\ \ ` \ \\♦♦\ `♦ \ ♦ t 1 `\ ? \\ 16 5 - - -- - a \ / 165.5 . _ 1 r "M \ \% , I s \ , 6 `♦, �' \, `• \ \ �.'6 *�,• Y 165.9 --1 4- 164,5' �f w 165.98 C, 6., ♦♦ ♦ '\, '� \ / 63 / 0 Y G' ♦`\ \\ \\ `\ \�''\ /' / 165.1 1611631 �< \ \ . 6` \`� \` \♦ r -' � SS � r 184.5• J/ - 3 ` -�` \ ` \ _ , ♦ G` 5 / 2 •1 .4 .'' n' / 3-12"0 N o �� `\`\' \ / T /� / 65.4 J/ 1 .A� r� 1 \ G� -._ \ ` \ , F 16 .62 G �$5.S1 X4.88 ,` 164 s Ci• O/C -^��• N, N, 1 / // - // / 'RIM 150,4 \\ �`, T66 8 G ,1 � CB 64.37 ,6�1 �•-'_�-�•� 166.17 TC• /J X60,5 0 I -- \ \ _ �, 165.7 /� t- 18�:84 C -p - T64.95 G 1 / ' / •162.7 / 5._ 165. Gr 1 1 5 9 CB 1 / •164.3 / \ `\ eQ "ds row - 16 RIM 164.47 C / / r EXISTING ASP H (SIPH) �� .�oa � ' G V drs1► C% 11 6.27`TC 186.02 TC 165.89 TC 165.55 'FC TC 165 12.TC 1 0 C 165,43 TC 80 G 6S. s _ __- G 164:66 G 16 :51 ----------- -WWI __164-94,G � � �� NJ,' �/ / / t 2• � •157 6 166.0 - 166. -- 166.0 / / /165.59 G/, �' •.J� \ ` \ ^\ /o p i � / / 'V / � 165.5 165.5 \\ 16 165.5 r'r2`0 B ,Ea(.'MH' 164.75 163.75 165 -RIM 165.55 •166. / r7 // •166.6 •166,6 164.25 • /?Fi� // •1 .5 / �/ I // �` w w 65.14'_G 16 EX. MH. •166.3 _ --i 166.0 IR , /162.5 RIM 167.01 __ _ / � •1 8.7 / / / 0156. y goy - __i A/ / ' h, V CB RIM -- - 164.0 164. 1 C \164.4e7/ , -� 61 / ♦ / i i y y Y �� i i _ 164 / 16 .0 •166.3 16a 163.0 -`--- �/ 460.6 �b /` . 4 63.5 163.35 -- - -•165.8 163.5 •165.8 163 OM 163.4 163.7 / / ^fO 162.01 I / / / // w w w w ♦ y v w w W W y y y i y �TB6.0 I /� / . 61.8 I 1 2 P 18 .0 1 T �T�T - I / / MH? RIM 164.54 G 1 5 '- L1 l_L 1 1 -� -. - _ <-- - - f 1611 9•+ 16 G / \ / �`� / 164.0 _163.5 163.9 A \h /o _� 163.5 /'�'b / i \ I/ •15 .1 b' V `� _ - / / /' 1019 `` 163.85 •163.5/ C, 164 •165.6 164,46/ 100 // -.tE4�0 // / P q Ni 162.6 '`\ ♦,,`'\, r' 63.90 _ 164.8• // , O // ' / / /' 'I / / // /1✓ W W y y `Y y w y y 164.4 100' ^' / 1163Y, ^�~ 5 � 1 � _` •165.3 J' C _ I y y W y y y y w y i • {, w /f792-4 - _164.46,--"'_ 100'•164.5 - , * r, -- - // /��-- ? /� ' Y // / `£ffTENDED DRY UETEf4T10N •164.7 16 .1• // // • R r� R"" / �� /' / / / i i POND FOR WATER-QUAtITY C f3 �b. / J RIM 163.39 .yX18 �--------- 1825 rc_L _ 01PH) 6., A J ' /// / 162.5 ,' �y / w / � ••154.9 VOLUME 1562 GrF. 0 }Ol ly1 � �._� ,� / � // 161.1•\ � D 163. 5 •164.; - /// Q HIGH POINT ` / '•� ///// �/w i w y • y y y y w y y •162.3J / 1 6 5 3.50 -- -' ` / 1162.5) 152,-// /� G, // ////// yV� �/ ��/ / w w ,✓O M ,_� // /�/ •161.5 (' RI /' 60 // V 164 46 •163.6 / O�h / 163 •162 \ //k_r / x,/164.46 I p] \ - I 16 .5 62.65 �! �' •!` / o d _- \\ FINI H FLOOR EL V. - 164, v<_L // -y �^ 0 161.0 / R_T 17 a +\, •182.5/ - - ` / // '// / / y i w y y y y y ♦ y y y w r Y i EXISTING SIGN / ( °6 ---------- --- r J 162.0 - -- - _ _ _ oI I 1�p� 161 w w w y y ' - -BUILDING S / 164.46 � • / 163.0 - / (� / E W / /' J /i/� w / w w i y y y y W y •Y y W i i �c 162.5 .162.8 / 1 w • •1'1;2.23 G ' 16•y '� / �• ---__ _ - __ ___-_ .. __ -_ - ---_--- - -J-1�.,9 _.... _ i/ / V// // y L/1/_11 R2 Lij 163 / / / / y w y y y w y y y y •• w W y Y v Cl _ _._- � ,. 60.4 ..A ICS '6� - 163 - 'tiy./'' /� // /..•_' - __ 2 - --� 2_.1 I ._,y / f^ G /�� ///' //�% / 162.5 -. ,- EXISTING ASPHALT PAVING 16i G /' // 16225_ .161.a / I _ G ,�" •1�z6 _,� I -v I CB RI _ - J •160.8 16A R `- - r .62 - •161 2 164.46 SW NIMBUS AVE. - - _-__ „" A lyr w _�-s we.•_ 16 .Z c -i 16L 06 �. / - f� {(1 .- / // /�' _ y / w y 415%616 7 16 / / / ' Y•./'/ y I w y /w y ,✓ w W y i ♦ y y y w y w y w • // / f / ///'� y// y y /y ' 1 rB - 1 7 1 / // / / i y/' W y /y y y y y W y y y W y ••' y y y y W ^ RIM 161.38 t 62.22 / �., 1 // J'// / 11_11 b ' _ I�4 M.H. RI •' /// i y w Wj/ w y a y w y W W y y y W y W y •Y •Y '�... .7* 'I/• R 164 163.0 + - - _ _-___- / l Z' 161. ' /' // W /-`� w y ,/Y/ y y /y y w y . . . W . 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PLOT DATES. SHEET NU 1,/10/95 19:46 43 1/12/95 7:41 49 Nimbus Avenue,10585 7 G SIT 95.0029,PLM 95.0165 1/2 /95 11 1. 4 2 5/10,9` 16:19.28 5/18/95 11'11.14 205 5/30/95 18 39.40 94735G--2 6/13/95 19 54.31 Of PERMIT SET 6--14-95 NNN NNN NNN If this police appears clearer Ih;ut the docurneni, the document is of marl;inal ��I��tl��f�L �J�J } J�J,_ r�,J�t�rllll r1��i�IIr��IJ i tJ�1r�r I�rII i�illlllill�I I Ili�l�llill�l I�illll�►Ifl► �JI:�#��►.J� • r:_:' . �� �r}�1i11�1 NN 4111111 (lll�rirf Irlt�ilNlllll�lrlllllll�llll�llll�lill IIIIIIIIII!IIIIIIII IIIIIIIIIII{IIIIIIIIHII�IIIIIIIII�IIIIIIIIIhIII ilhilJl Hif�lll , Y 1 1 H SOUTHERN PACIRC RAILROAD I w 4w 7117 NN `� \ ` \ \ \\ \ ` \ ♦ \ \ \ \ N, Z Nx , \ \ \ \,\, \ \ '\ \� \ \ \ � �QPFiQr \ \ \ ; \`'\ \ ,\ , \ 1E. per_ NN \ \ \ n 9. t>iS \ \ \ \. SITE UTILITIES NOTES SITEUA /"SAN- NEW SANITARY ElSlSI. Nom. �\ '�\\\, \ \ SPORT \ \ \ \�\, -- - - /"SAN- EXISTING SANITARY 1 `, `\ \ \ N \ \ -7 �' \ �, N `\ "STS R R CATCH BASIN I �\ COURT \ ` \ ',\ \ EXPIRE`_ 12/31/96 / NEW ATO M SEWE G'-5 \, \ \, \ \. \ 'STS - O O MANN `\ \ IBM-SPIKE IN 1Q" / EXISTING STORM SEWER @ Q OLE \`\ `\ \ �'`' 6 NEW ELECTRICAL Q- --¢- UTILITY POLE \\\ \, \\ \• OAK, EL. 1' 0,30 \ ``. \ , `. r� E- EXISTING ELECTRICAL 101 FIRE HYDRANT 8 \ \ \ \ \, \\ `\ \ 269 4 \ \,\'\ \ \ \\ \ `•\ �\\`\ \�\, \`. ` ` `\, NN VLO NEW WATER \� `$- \ I \ \ \ \ 2 W- EXIS LNG WATER METER \\\ \\ \ �X�SYIN6 BU�LpiNG R \, \ \ \, \ \ \, \ , \ \ \ 0 DOMESTIC WATER O Q L VAULT \ `\ \ W N - W- U1! TTY \\ ING'\al�1LDl �' ,\ \� N FW FIRE WATER �T T TRANSFORMER AND PAD \ \ \ \ \, \ +[ \ �• \ \ \ \ \ `•., I. E. INVERT ELEVATION :c= � LIGHT P `, \, \`� \ �'., ; N \ \ \\� �\ \� \ � \\ \ \ ►%i C. 0. CLEAN OUT 'i` '1` POLE \ \ \ `\ \ M. H. MAN HOLE ��i`- WALL MOUNTED LIGHT �•\ \� \ �� CONC. \ `� \ % \ Q � I \ ` � PAD K. / ! \\ \ \\ V X HI \ Q \ \ \ Z O C. B. CATCH BASIN �C �' FIRE DEPARTMENT CONNECTION �\� \ ` N 04 VALVE `\'' •,\ � KEYNOTES: x\ N\' `. ` f.H. \ \\� \; �\`� - \ . W \ \ W 0 \, '`�'` \ \N''`\ \ ''\ O 1 FIRE SERVICE VAUI T W1T1.1 DOUBLE DETECTOR CHECK ASSFMBI Y. .,\ \y1 \ '`� ' \` '�\ � .\ / ; ; 2 BACKFLOW DEVISE FOR IRRIGATION. _ o \ \ . \ \ \ �y- 3 DOMESTIC WATER METER, \ `\ \ �, \ `, \ \` ,� ` `, \ ` fir W Z �\� \ \ ` \ ` \ ,'\� ' \ \ \ Q \ \ \ \ 4 PLACE � , \, '\ � 183:A1 \ L CE (1) C.Y. MIN. CLASS 700 RIP RAP AT OUTFALL r �, '` \ \ \ \ . \ \. \ \ \ \, _ Nb E�PI61�p G'kt,1�5CaE PIPE 14 PI�oM f' ,F \ \ \ \ \ \ \, \ \ \ 5 6" STS, S= 0.0,0 _ \ �\ \ \ \ CB \ ISTINtT,ASP \ . 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V V W ♦ W W W V V w w w V V w V w w W V V V Vr y W V V V V V w w V y w V ♦ w V W ,1 V w w w y ' w w W V W w V W w w V W V W V V W V V C• / CLJ W W V V V V V Y W V V V w W V w I w V W V y V W V V V V V V J w w W w w w V V y V V V w V V w w V V V W W V y y V y W V W V V V V w V w w w w w V V V ♦• V V V V V W V V w V V W y y V W V V y V w w w w w V 1 w w W y V y V y y V w V ww y y w w FANO APEA*(prFw DATE SIjE) w V V w V w V W y ♦ W W V V'Y 6-14--95 V V V V V Y V y y w w V ✓ w V V w V W W W y W w w w y w w w Y w w y y y y +• y y y y w v. w w w y y y w y y y y y ,. w y w r w y V V w V V SCALE PROJNO -30.0' 94735 • Y V V y V w Vr V V W V V V V Y W V V V V y V V ,Y V V w y y W w W w y w "• y w w y V V w a w w V +. w w w w y w w V w w w w w V V V V V V Vr V DRANM :HECKEU BG1_ AHv VLMK PLOT DATES: SHEET No 1/10/95 19:46.43 1/12/95 7:41.49 _ 1/27/95 12:47.18 /'1 J 5/10/95 16.23.15 l � J ._...~- 5/18/95 12:52.30 `l Avenue,10585 SIT 95-0029.PI.M 95.0185 5/30/95 10:2.7 Nimbus 9e735G-3 6/13j 95 19:58.9 OF -"� 3of5 PERMIT SET 6--14-95 gip SET 7-10-9•S' If Iltis police appears clearer th:m the document, the docun7ent is of nurkin;ll30 qua'ay. +IfIIIIIIIII 44-1. 1 r +lfl+l+�+VIII {ill+I+�+itlt �lt'I+I+�+I+�+ II+III+�+I+I+ I IIIIIII�IIIII Illllll�t_ III i' iluu t�t�r`:� � :- iMtt itnitui►Infrnt nnlnmm�lml nnllm�ntinnhmh�n inihminnhnilnlllnu+nnliin+nnlnn tn�nt tnitn w.u•-.i�yiillLYi6tr,.tlY2,.G'iJllt�YN.UY •-yam ` t (n SOUTHERN PACIFIC RAILROAD W SITE GRADING NOTES SIT GA 154-- -'- EXISTING CONTOUR UNE -1SS---�\ NEA CONTOUR LINE CATCH BASIN 7 OO Q MANHOLE _�_- - - - - ----- \ .... � -O -0-- - - UTIL11 ' POLE '`4PEXISTING SPOT ELEVATION .4(:), FIRE hYURANT 154 5 NEW SPOT ELEVATION Q METER - - - PROVIDE STAKE SEE SPECS 'i Y ,i'�-i'w\/\�ww♦�^\�VWi-\-*wWW�r_`WW"w♦•-ir�ar`a""VV^rrr a. ra♦.a _WWVW♦--•.WWWW.-w�iii♦-...s♦-riW..-WwWw_-.ii-W•-Vr•-._waaw--V♦r-__i-W-•-..•W_r-a _i.-r.n��rWWw♦1..-.-_si♦.-��_i-www_wW--._"V.aV a�wv UTILITY TILITY Ww 1V_wawAUWWL16T EL ELEVATION TRANSFORMER ♦�AND WNWWr�1D G Wa r►P6-Wwa A-D B. 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WWy wy ay♦6w0'wVW W W'r♦ W WWwi WW,•VWr,�' 3Wvw D.WwoV�yW WiWi w w♦ w wW ww W+a 'W.♦.-' y wW'�' ww wwW ww wWw wi X1 1 7 � •1 ,6 1W•4- W • w + W i W w ♦ ♦ W W r i •180.9 16Q.8• SITE WERQSION. CONTROLPLAN i W iWyW 157,0 w •1137.! r• ♦ V • ♦ + . W ♦ W • ww� wWwW SG 90 r Wrwwiwww , wwwrWYrrWr LLJ TH--- WAN AAF4p. rF t TE) _DS�A_TE ya + V V + E1/`J 'J7^6 _17�4 --t9o5 SCALE PROD �(CW11`N -LU . ♦ a a a a ♦ 30' 9473 5 BRAWN CHECKED 8GL AHV SHEET NC VLMK PLOT DATES 1/10/95 19 46 43 1/12/95 7:41.49 1/27/95 12.52 4 5/30/95 19:645 94735G-4 613/95 20 2.8 nhus Avenue.10565 5OQ29,PLM95�1t5A5PERMIT SET 6-14-95 11' Ths noliceappears clearer. thars Thr docuntenl, the document is of msu•;in;II Ill Jill lljll!t Ill it11 In Io IT,mlmllnihrI ,I 111nhnlllnllIllIllullrinllmhutthn14111 S' vZ �� ' h 1.i�j = -n- • T NOM GUARDRAIL REQUIRED W16TiE MOI CONCRETE ON TOP EROSION CONTROL PLAN - STANDARD NOTES 5.EROSNTS HEIGW "A' T5 7-6' OR HIGHER, OF PIPE A. THIS PLAN CONFORMS TO THE 1991 "EROSION CONTROL PLANS TECHNICAL GUIDANCE HANDBOOK" AS ISSUER BY THE CITY OF PORTLAND AND WASHINGTON COUNTY d -----6" DIAMETER STANDARD PIPE B GENERAL NOTES `t o I FILLED WITH CONCRETE �I 1/2'0 STD. PIPE RAI15 I I 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOLS NOT r NOTE: TREAT PIPE WITH ZINC CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E G. 51ZE I OXIDE PRIMER BEFORE PLACEMENT. AND LOCATION OF ROADS, PIPES RESTRICTORS, CHANNELS, RETENTION FACILITIES, PAINT EXPOSED PORTION OF PIPE UTILITIES, ETC.) I N 9 9" WITH "SAFETY YELLOW" ENAMEL I z PAINT. 2. THE IMPLEMENTATION OF THESE ESL PLANS AND THE CONSTRUCTION, MAINI,NANCE, O 1 1/140 POSTS 6'-•m' O.G. MAX_ I REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY I 5 t v OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETE AND APPROVED AND W -LANDSCAPE AREA CONTOUR GROUT TO DIRECT WATER NEW TOPSOIL AI FROM RIPE VEGETATION/LANDSCAPING IS ESTABLISHED. rx -� 5'-0" - Bl-OCK-OUT INSERT FOR HANDRAIL W T►, 3. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION - (U_N.O�_ V h y" WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER A> TO PIPE DIA. D 2" THICK, 300001 GRAY IRON, C1) OPPCnING 1t3 LIES X o 4" /TOOLED C_- I FILL AROUND PIPE WITH INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER 'INE DRAINAGE. S 'STEM OR HEAVY DUTY CAST IRON GRATE. SLOPE t/4" PER F00? EDGE ►� CONCRETE. MOUND CONCRETE VIOLATE APPLICABLE WATER STANDARDS. 6" 2. - AT GRADE TO DRAIN WATER 4. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR 8" 4• / AWAY FROM BASE OF PIPE. ANTICIPATED SITE CONDITIONS DURING THE CONSTRUCTION PERIOD, THE i - RIM ELEVATION 1 � 'r � d° _ \ 2 - I4 AT TOP 5L ESC _ - SEE PLAN O° do > °i �} 0 ' � FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO W...................................1 30 X • • I ,di . �, 40V Q 4 Ai •� nG. EACH NAY �, - • ENSURE THAT SEDIMENT-LADEN WATER DOES NOT LEAVE THE SITE. Si IE DIMENSION I SEE PLAN -- 5 THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND J ` a '4 ��' (GRAVEL-) MAINTAINED AS NECESSARY TO ENSURE THEO CONTINUED FUNCTIONING < n G a dv BACKF2LL U 4' OF COMPACTED Q 6. THE ESC FACILITIES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A W CRUSHED ROCK BASE / PAWING OR Gf2ADE MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. ' /(3) 04 LONCITUpI'VAL 5 TYPICAL BOLLARD !/ 7. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE z `Ivy COIAPACTED SUBGRADE 8' I I/7 GZR / S:SITEBOI. 1727-- 1'_0 WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES E f PIPE INVERT SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH ��� ff G . SEF. PLAN ASPhA1TIC RAVING AND BASE ROCK •' SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. ��S 4NGINEC9`r/D OIL TRAP WITH 4' SEE SITE PLAN FOR DEPTH .• ••�•• 'j• ''�'•' p Go a• 8 ep 14,392 yy --- r CLEANOUT PLUG - d�.° RUNOFF WATER WITH SEDIMENT B. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF t - - - -- -J NOTES: I. SLOPE ALL WALKS 1/4' PER FR AWAY FROM BUILDINGS CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT ADDITIONAL _ • ' 18"_MIN. /GRAVEL (tY MIN. DEPTH) MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN a 22<" _� UNLESS NOTED. WALKS AWAY FROM BUILDING SLOPE TO ASPHALTIC PAVING AND BASE ROCK FOP. THE DURATION OF THE PROJECT. - ONE SIDE SEE SITE PLAN NOTES - �i� �► 30, A- CATCH BASIN TO BE CONSTRUCTED OF 10 GAUGE (MINIMUM) STEEL 2. PROVIDE NEATLY TOOLED CONTROL JOINTS AT 5'-0" O.C. (Y+, G11� ¢rtp6�ru}c� B' 6 T ' ` MIN MIN • 9. LANDSCAPE AREAS SHALL BE SEEDED OR MULCHED ACCORDING TO THE "EROSION FSARAN MATH ALL JOINTS WELDED. CATCH BASIN CAN BE ROUND OR SQUARE. �,Wp� ������ CONTROL HANDBOOK" UNTIL LANDSCAPE MATERIALS AND PLANTS ARE INSTALLED B- CALK PIPE B CALKING HUB. 3. PROVIDE EXPANSION JOINTS AT 30'-0' ON CENTER AND AT _ �4V , V 41 4 �V r 4V � AND/OR PLANTED, C- SET CATCH BASIN ON ti' THICK uQMPACTED CRUSHED WALK INTERSECTIONS. 6' HIGF EXTRUDED CONCRETE CURB _ dd _� r °'_-_, . 6 SET IN EPDXY. PROVIDE JOINTS AT -- � ROCK OR SAND BASE. 20'-0' ON CENTER MAXIMUM 6" 6. - - D- BACKFILL AROUND CATCH BASIN WITH COMPACTED CRUSHED ROCK. \SEDIMENT C. NOTES FOR 5EUIMENI FENCES: E- DRILL 3- �' DIA. HOLES IN TOP OF BASIN EACH SIDE. ►bW�p a� To/ <F- USE TABLE FOR "D` UNLESS INVERT IS SPF.CtFIED ON UTILITY PLAN. I'-6' FOR "HT' I FSS THAN 3'�0' J I WIRE MESH HATH FILTER QQ FABRIC ON TOP 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE ,K t) 7-IID' FOR 'HT' Y-W TO 4'-6" LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, 0 � FILTERED FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POSE WITH A Z a STANDARD CATCH BASIN &__�ID�WALK WATER MINIMUM 6-INCH OVERLAP, AND 80TH ENDS SECURELY FASTENED TO THE POST. N SECTION 3 CURB SECTION 4 RETAINING WALL W NS:CIV92-19 1/2 1 -0` INLET BARRIER 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE N S: SITE 1 - 1 -0' S:SITE? 1" 1 -0 S:SITE 4 1' 1'-0" FEASIBLE, THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND S:CIV92-22 1/2` = V-0" DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 30 INCHES O 6` 6• 0 3. A TRENCF' SHALL BE EXCAVATED, ROUGHLY 8 INCHES WIDE BY 12 INCHES DEEP, 8 _ 5'-0" * g'-6" -ANGLE 801H ENDS OF FILTER FABRIC U ' - / FENCE TOA PSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER < BURIED FABRIC TO BE 1 z SSUP.E SOIL la TRAPPED - �J _ ��� 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE SUPPORT FENCE SHALL 1 EL. +6" BE FASTENED SECURELY TO THE UPSLOPE SIDE OF POSTS USING HEAVY-DUTY WIRE N EL. +5 5" �y � ` 1 EL. +6" SIGN OR20-68 \\4:1--- STAPLES AT LEAST 1 INCH LONG, TIE_ WIRE OR HOG RINGS. THE WIRE SHALT Z _ n EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE \ r z THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. W O SIGN OR20-6D W W 5, THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE �"j j w O �I AT ATTACH 2" x 2` POSTS FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. W (� n EL. +6" !r ti. )� � L. +6" AT ATTACH v T VIEW / ,A/ T11E FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND 1 I IOP V I E YV SURFACE. FILTER FABRIC SHALL. NOT BE STAPLED TO EXISTING TREES. w Z 6. WHEN EXTRA-STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE c PJ i-�.-.v1,� FILTER FABRIC MATERIAL 36' WIDE RtILLS HARE MESH SUPPORT FENCE MAY BE ELIMINATED IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER USE STAPLES OR WIRE RINGS TO ATTACH FABRIC PROVISIONS OF THE ABOV STANDARD NOTED FOR STANDARD STRENGTH FILTER Z L 0'-0 WIRE ELEVATION FABRIC AK"PING. 2' X2' X14GA. NARE c DATUM o 1 -6• I FABRIC OF EQUIV. 7. SEDIMENT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL > ` z PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. v 8. SEDIMENT FENCES SHALL BE INSPECTED BY CONTRACTOR IMMEDIATELY AFTER EACH kr;r. RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED + • ETRE HYDRANT o .,: J O Lftl • I ,••^'•'n• r REPAIRS SHALL BE MADE IMMEDIATELY. W z < <. Vi CURB in \ /1 r1 8'-0 VAN© o - i i- - - - _ . - - - ------ -----�� r1 FINISHED GRADE I - , � 6' MAX. O CONIC. THRUST - / 2" BY 2" WOOD POSTS, " _ BLOCK REQUIRED VALVE BOX STANDARD OR BETTER OR BEARING AREA z EQUAL ALTERNATE: STEEL 2.1 SQ. FT. , (2) 3/4" THRUST ROD O�N� FENCE POSTS MAY BE SUBSTITUTED CONC. THRUST BLOCK Q KEYNOTES: - FOR THRUST BLOCKS ��F°'`' d 8 TOP OF RAMP AT SIDEWALK TEE CONDITION 6` C.I,P. ��\S•(\P Q�O�' . ° M7�' 2" BY 2" BY 14 GA WIRE - 2 DETECTABLE WARNING SURFACE. HEAVY BROOM FINISH OR SCORED } � � • FABRIC OR EQUIV. DIAMOND PATTERN AT 2" O.C. MAX \ o 3 3' WIDE PAINT STRIPES - TYPICAL- '-` -- I FILTER FABRIC --- N a 4 SIGNAGE DENOTING RESTRICTED PARKING PER OR20-6B AND OR20-6D ' �� -V-8 4; ° / MATERIAL-- LI7 % add' r"'• n,'fas 'f��•° / BURY BOTTOM OF �\ 5 INTERNATIONAL SYMBOL OF ACCESSABILITY REQUIRED AT EACH SPACE. g�~ pp }I �T1�c FILTER MATERIAL { 6 FIRST REQUIRED SPACE TO BE VAN ACCESSIBLE aF' aE' o" / /j - °� °s \ IN 8" BY 12" TRENCH /N �\ RADIUS 25' MIN. \ -- _VARIES MAIN LJNE TEE CLEAN PIT RUN OP Z 8" MIN. CONC BLOCK / \� 6" SIDE OUTLET 2`-MINUS GRAY_L DEPTH 8`�f '-MIN. 4 CUBIC FEET CRUSHED ROCK 6" FL. X M.J FLANGED SUBGkADE REINFORCEMENT AROUND BASE FOR DRAINAGE GATE VALVE c PROVIDE FULL WIDTH OF MIN. GEOTEXTIL_, A5 REQUIRED INGRESS/EGRESS AREA 7 HANDICAPPED PARKING 8 FIRE HYDRANT DETAIL 9 GRAVEL ENTRANCE DETAIL HC 1• . s-D• IL 10 SEDIMENT FENCE - CIV92-25 FULL SCALE �- $:CIV92-23 1` d 30`-0' � S:CIV92-24 1/2' a 1'-0" OVERFLOW AND ORIFICE DETAIL OVERFLOW AND ORIFI(�E DETAIL 6" INLET PIPE FROM CBG IE (IN) 158.1 %6' INLET E (NI)E158 0M a NOTFS` / POND svRrA�j LEVEL -- MANHOLE ACCESS - MANHOLE ACCESS HIIILS. POND SUM EL�EL ELEY._l�t� FROM ABOVE PIPE SIZES AND SLOPES: PER PLAN; CLtY..1�L'L�>a.. . 2. OUTLET CAPACITY: NOT LESS THAN FROM ABOVE PIPE SIZES AND SLOPES: PER PLANS 1 GROUT COMBINED INLETS 2. OUTLET CAPACITY: NOT LESS THAN . 3. METAL PARTS: CORROSION RESISTANT _ GROUT COMBINED INLETS 6" OUTLET PIPE GALVANIZED PIPE PARTS TO HAVE 3. METAL PARTS: CORROSION RESISTANT. TO WATER QUALITY ASPHALT TREATMENT 1. /6" OUTLET PIPE GALVANIZED PIPE PARTS TO HAVE FACILITY 4. FRAME & LADDER OR STEPS OFFSET S0: INLET PIPE FROM TO WETLANDS ASPHALT TREATMENT 1 A. CLIMB-DOWN SPACE IS CLEAR OF CB 4 IE IN 158.0 4. FRAME. k LADDER OR STEPS OFFSET SO: 0 RISER AND CLEANOUT GATE A. CLIMB-DOWN SPACE IS CLEAR OF OUT = 0.46 CFS B. FRAME IS CLEAR OF CURB : Q RISER AND CLEANOUT GATE a 5. IF METAL OUTLET PIPE CONNECTS TO -- OUT R 3.12 CFS B. FRAME IS CLEAR OF CURB CEMENT CONCRETE PIPE: OUTLET 5. IF METAL OUTLET PIPE CONNECTS TO PIPE TO HAVE SMOOTH O.D. EQUAL TO CEMENT CONCRETE PIPE: OUTLET STAND [D • U l I I INLET PIPE FROM -PRECAST MANHOLE CONCRETE PIPE 1. D. LESS 1/4". f� PIPE TO HAVE SMOOTH O.D. EQUAL TO CB 5 IE (IN) 158.1 RING INLET PIPE FROM PRECAST MANHOLE CONCRETE PIPE I. D. LESS 1/4". U . •. CB 3 IE (IN) 158.0 � RING � /15" OUTLET PIPE TO �`�_ ��y✓ ••' WETLANDS �� yam- \ IPE TO WATERT QUALET LITY FACILITY v Q Q ALL uRALC OUT 2.94 CFS *� ® sR ( /1 QOUT = 0.E5 CFS • l./ 1 \ /'"-� TOP SLAB AND MANHOLE RINGS SHALL � �,(� � I ` RIM 161,0 (+/-) / CONFORM TO A.S.T.M. SPEC. 478 ,/--" TOE' SLAB AND MANHOLE RINGS SHALL • • w RIM 163.0 (4/- CONFORM TO A.S T.M SPEC. 478 •• ; GALV. CHAIN 200# CAPACITY SLACK -' z i WHEN GATE IS DOWN, BOLT CHAIN TO -- -- - --"� GALV. CHAIN 200# CAPACITY SLACK w' . • CONCRETE z WHEN GATE IS DOWN, BOLT CHAIN TO • • • • 1 •. ( /1 'r' - CONCRETE • 6 •. • •A lJ J - - 1.1J z �J 10' DIP, OUTLET PIPE - - ARMCO MODEL 160 CLEANOUT GATE 10 BE o THREA ,CL[ANOUT hIREA CLEANOUT a - (21) YR, STORM) IE 158.6 "' �r3" MADE WATER TIGHT IN PLACE W/ MASTIC 12" DIA. OUTLET WIPE I ,------ --- ARMCO MODEL 160 CLEANOUT GATE TO BE � IxAy R �ITM.f. DIAMETERKOUT (� G� (25 YR. STORM) IE 159.0 N ?�3" MADE WATER TIGHT IN PLACE W/ MASTIC MUM Q �R'� 1� W �- .iasis FABRICATED CORRUGATED METAL CROSS `�, 1 _ ( � W/ TURNOUT CATS, SIZE AS REQUIRED - � - r FABRICATED CORRUUATED METAL CROSS Ito \/ 1 30" MIN. - -_ W/ TURNOUT GATE, SIZE MS REQUIRED - 6` CONIC. OR PVC PIPE (TO WATER 30" MIN. __ __ IIIIII31le iv I• •rt•• O Ld OUTLET PIPE QUALITY SWALE) - * / _�� ► B" CONC. OR PVC PIPE (TO WATER y� / OUTLET PIPE QUALITY SWALE) "" �`�' • 4we�• '/�.r r GROUT FLEXIBLE COUPLING GRAIN z INVERT EL. = 15E.1 a GROUT -FLEXIBLE COUPLING I ROCK O -- - INVERT EL 158.1 INVERT EL = 158.0 j' ----- - INVERT EL. s 158.0 RRA1N I -r N ROCK LJ - _W -- COMPACTED GRANULAR MATERIAL -- COMPACTED GRANULAR MATERIAL �• DIAMETER -�- - Q • � MANHOLE AND BASE PER STD --- �' DIAMETER PERFORATED PIPE MANHOLE DETAIL Al �- MANHOLE AND BASE PER STD. PERFORATED PIPE ' N 4 i1" MIN 4 NOTES: PRECAST SECTIONS SE ALL CONFORM , o NOTFSANHOLE DETAIL VNDERPOND �C� DRAIN DETAIL DATE _ ---- . TO N 1. ALL PRECAST SECTIONS SHALL CONFORM TO VNDERPOND DRAIN DETAIL ��-�4-g5 - � -- THE REOUIREMENT3 OF A.�.T.M.-C-478. ALL 4'-0" MIN. 213 D EY IN PLACE F NCK3,00 IE SHALL HAVE A "� THE REQUIREMENTS OF A.RE,E SHALL HAVE ALL FIELD IAJLC-r EXTENDED 9CAI F PROJ. NO - � 28 DAY STRNGTN OF 3,000 P.S.I. AND 2" TO 4" � _ POURED IN PLACE CONCRETE SHALL HAVE P. 3' MIN. SLUMP ? 28 DAY STRNGTH OF 3,000 P.S.I. AND 2" TO 4" I 5" 2. ELEVATIONS OF BASE, I.E., AND OVERFLOW 5 MIN. SLUMP '�rE�Q ��LET EXTENDED � $� DRY � VNtF[lED NOTED 947,15 SHALL BE APPROVED BY LOCAL JURISDICTION 7. ELEVATIONS OF BASE, I.E., AND OVERFLOW �� / DRY ® >i�'MRltAGE StIMUGS DRAwN CHECKED SHALL BE APPROVED BY LOCAL JURISUICTiON. DETENTION �Gl CY DETENTION •cmc= 8 GL ---4.94" RESTRICTOR PLATE (FOR FLOW CONTROL ONLY) ------ 4.93" RESTRICTOR PLATE (FOR FLOW CONTROL ONLY) SHEET NO MANHOLE "A" MANHOLE "B" 1 FIELD INLET "A" �>. ,► 14 FIELD INLET B VLMK PLOT DATES: MH-B 1 2" 1'-0" - N.T.S. N.T.S. 5136955 712935430 5/1 /95 16:28.6 94735G-5 5/31/95 95 139619 OF Nimhus Avenue,tq;g SIT 95-0029,PLM +5 nlgr 5 of!; C3�b ET 7-(A�i,� If this police nppears clearer, 111;In the document, the document is of marginal IIII��L�Iit� � � l�!�IIiIt11 fi{111II�il1�t ��III�tJl�tlt !Itltit�tltit1�IIIIIII�IIIII I�I1111141�1 1�1 lL�►�,'�1 � ►IJ�IIII illw� n--`� -- - -- � . . ' _ IIIwII#t►It rlr�i tnIN ttn�nu nnll�lltunlnutullhln mlilnlbnlinn IIuIII�IIII11IInntflnllnllllllhnIIIIIIIIIn u�liO nI1�►nt