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14140 SW BARROWS ROAD-1 4 NO 303 6 ACE6 9S d PLLG atrsfla WA A T 1.y "log `O ON)us.a112(v1 0 -- - - (>Nl 3�3a11(n YU2 N1-413 N PI-44x8 HDR 4x8 HOR °D BULLETIN =y..."�6 ^ troJea r.fyKf � al0 I ''� SHEARWALL P �:_ Ot>tobar 7. l t►119 __ Number:_ x'41 b !ID B A I H f) A 1 Nww �ewll'/VIIfa D T td,OR ANAChod:M 1.1 to 1.7 1 PLAN - NAIUI ,5 (N�oot y � - 0 i FMF.AM PLAN PER SCHED. INbjeW Usk B wood b d MnWg Pbs b z I ct-4 3/160 T >-- CL - -------- _ DIN1 Wbp ARigodl U2 a, n I 6 / �= o I �I 3/4• BOLTS w T1ie btYed� WF pev"a dtldp donAOMb�taUor vulatioa raquaM idonaoNon for Sc�ou's VIIU�e devsJoPnen at 1 �. - TiV4 CIL Vartmmm Now dmiflcdlom hm bw requarail br various 6VA06 7 �/� S; � 1 _ The mini Ibor am at the airy ho ben fsfltarmd for baht tmodor oaf cheat duo to!aural forces.Funhrneor� MG&IMS as a dry Wd sm uead at IM drmwo mer Ills hnum.five cu chMI Paflm for 4"11 ' HDIOA- OO CONTINUOUS STRAP I p2-48 HrnnA — /--DRAG STRUT PER PLAN ' CONT. CS116 OVER J LKG do SHdv,R WALL --- T --_-�_- SECTION A-A I �T BLKu J r'RGVIC)E B'_-KG ACROSS' -NSI. 11 T4_HO -64�314 i W F DCE NAILING - _ -- - ACRTOP Oi — I �"----j- I A Ei +7'-0" > 1 1/40 X 100 X V-06 P,A TES ' I I co, W 3 4 - X 15 I 1 HEADED STUDS 1 WIOx1 SL 3'.x1 17iti � . � - JOIST PER \--BLOCKING �-- PLAN - TYP. I • � Ps--TN ; SHEARWALL P ! PLAN - BOLI � SHEJ►RWALL BEYOND t i - 1• PER SCHED.- SO =� SHEAR WALL SCHED. STAIR SECTION B-B ( .) i I I FRMG. MST37 I AJ0 _ACROSS `4P�'ES PS 3Vr" 1134" HDR ! It ANY ounmM6 t 5PE I 1', ; ► \ rACE OF s SCALE: 3/40 1'—O• D3 CANTILEVER I a aEAM I FLUSH FEMA aN --r -� { 2� TYPICAL DRAG STRUT �n*- Dow: (kyahcr 7, 1999 K i mrl - ' 9 -4 Oellrr AIOW� nYre: - - —-;-- -- -—-�---—-—;�r -� NLA fL ^ rl i I (I I I I III ( I I I I --- - HOI.DOwN PER-- --- ..._ -,-- Di�OMiOa polyua Of11oe ( L DUCTIVORK Z.li f u ' -- ---�- -� W- --1 --�- -�- --� { ---r - -- ArICiMaete lbiu°"7ebeflt j IN FLOOR ." ' r o 1 M llAlatte WW9�& fog :! I Ll 4 4 7 PItoM: !0�)f1!' 90 Phar(3642 693.771D0 • { - 09- fl I rn I � + o w 54 L �1 ( )VW33i(!U 619-HU__ Mut: (360)03-444 �K I ie - a. - o I I CA. d -1 Z a i 1'_60 > \X3\X3/� r r -4 - v' r I I I OZT I '� M a -ND9A 4 _JI- SECTION C-C SE 3S I W1009 EEI. _ 1- - 2L •-O• . ._, _--. c `` � - — SCALA--: 3/4' I i tawnwcwewwr+w. { "� COLUMN ' 0 v' ,f ©CL01Y THE L^ c: 4 1 -0 I - - 11 - - - _ PSL 3N1 A11ril" HCR ' ° 1 - -- - -.,h,. WALL ABOVE m 19 TYPI CAL CANTILEVER LEVER COLUMN [2� i I z , I; I (4)1S22 1 HOLOOWN " • 19 01� I;1 �dOvc g II I , 4 I • �S% J- -----------------•--.--•-- -4 2x4 AT 14140 SW Barrows Rd, 11110 SW Barrows Rd. 14140 SW Barrows Rd. d R• CC SIT99-00001 SIT99-00001 1 of 2" SIT99-00001 S4 i J of 27 14140 SW Barrows Rd. 2 o 27 PROVIDE MSIC40 SIT99-00001 4 of 27 ' _ / �_—PLATE NAILING - SEE JDIST JOIST PER _.// %" WALL SCHEDULE PLAN SHEAR WA tiSCHED PLAN TYP. (2) 164 O 12" O.C. IAIN. � SHEAR WALL SCHED. � i (�,) ! +206-285-4512 ( I I I�I�I tJELk l tJu � 120 Nl�w.m� ADO FIM JOIST/BLI(G PLYWOOD NAIUNG I L AS RECOMED BY � sw SHEARWALL SCHED. NOTE: ND. O T 91109 1. SECURE JOIST TO WALL LLC �WA I PLATE W/ Bd NAIL EACH i :YOND (701)29$.4611(7) SIDE. 1 1/20 MIN. FROM END, C-T 1.(o ;CHED. 2. SECURE RIM JOIST TD SCALE: 3/4' - 1'-0• (r,6)29$4616(7) TTI/ 6d Na ' TIOP 2 TYPICAL DRAG STRUT �r !. SCALE: 3/4 1 0 __ BULLETIN F EXT. WALL c r G S I HOLD0INN PER — ----�`� ':"0- 1 �1 YP. SHED R 00 / T� ►�rt>ibsr l 1999 :�r-0= 1 - — T �!'d•C►R Atul�►ed C'T-1.1 101_3 htl�et Hama: Saw I Vi1lfiEt II PER AN - HOID 8EY1)fiD - I Subject: Unit B Rhear! AIS&boklOW rr HOLDO�'f - 2) 12d • \X3\X3/e0 - �ArAffed0dika/Ac ioatU2 11aedp d4►riticadoa eadrx variation roqued ird'areratlort fir Sc1xol, a Vilbye dcvrloptttoaf - HOLDOWN PERP N Tlprd.,(A ym t�aw/oorr claribcdIm I "hoea requeaed for veriow 404119. c W/ 2) 1Od • ' _- I -_ plyveood tun be lomted an the other M&d a Cbr�r00 u shown on CT 1.1 Rx ease nfavrd0�tdion. - I I I have been rsvind 10 a"W the use of 11DIA and 1610A hoklOWN.1-119 Gide Tde Tloa(ta*Ilog/1•'hoot eboarwalM BU(G. W/ ehrranwUs wNa t1rTST 14 Mraps acd the intdio►fhgrwoll reduce t0 t} ---• I! I (2) tOd O I to si&eaceerbr ahmvvs[b inor'noe to Pl-2B AVe -- I p2-�rw�all with CMST14 Mtape,Sot Cr-21. I9LKG. w/ > \X3\X /g- - j to ow siturwaW have The �mW the hm an�md idora LTL7T20�B 1101 MIL (2) 1 O r -— PER PIAN pl-3B type d,afrwalls w4lA ST1�1411oldoWWoa 3/40 SHEATHN4 , - HOLDOWN PLAN HOL1 I M II . M 8710140 - WALL BEYOMD v A0 II re WAL 0 -rir—i�sTc4o rt,• -- - HOLDOWN PER PLAN - --- -BEAM Met I < PARTY WALL _- -I 3/4• - 1'-0• L 2'- 3/4 - A136 • e• > 3\x3\x e• i HOEDOWN DETAIL 8 3/4~ - 1•_ 4'-0' - - - - - WALL BEYOND y 6 SHEAR TRANSFER DETAIL _ ___ rslt WiIflAIYYOUtlII0b3 — -� H 0 LD O WN DETAIL Owm Ap xoalby /45/4 pol r;` � 1'd ' �ilVlloaal btav� prod I phoeo:1103)37f-t'107/114 )201-1 73 Plwae: 4 4 434-7 Pax- (S03�s71�t3321 P3M! 693.402 k ' 1410 Bull9wrsrw 114 14140 SW Barrows 14140 SW Barrows Rd „� t4 K Y x" NTtNiNf1 14140 SW BarrowsSr799- Rd. SIT99-00001 4 •d 111 SIT9Q- Rd. T 00001 of 00001 �f Y7 9 of 27 17 .,t',y "Q" x b..;• '.her a ,.,_�, .. :'r.. a- r, I II',)I I l i'I I; , 1 I I I 11YOrIICmY�tiff `i'Ni>wnhd.wa cm � 1. .1 ► II II 1, 1 , 11 I .I1I� II IIII IIII IIII III. 1 111 1111 1111 1111 1111 1111 IIII 1111;1111 IIII IIII IIII IIII IIII IIII ►III r� I ,, ��'<�'��� '��;' ;���' �.+M1klt�. I.E0�.11'Y s'>r'll� d � j 110 11 I I 12 I 13 114 � V I I I I � I � .I { I { I S I { � I { I S I { I 'H�, cap'«. a ,�° ', t ►Owslrltr; 10 I 1I! IA 21 22 23 24 25 > 8 27 26 20 30 y - .x t if 771 iL y /y I . 1 rt�,, l 141 4 r , -. lF• . 1. Ul 2,IL f MINE u "VIII► '�`?� I` II;Tyr: J. Fel f.'Itn • y• 11/U1/i'JJJ 1 J: JLULJJ444 I'LA_t,-AAI +2ffi-28"5-4512 CT ENGINEERING 2W P03 14JV ISL '99 1312,Q! 26B P01 NUV 01 '99 13:19 ' t286-ZBS-4512 CT ENGINEERING - AT 24 OC -__ 6 �T-2.2 •� +206-2-135-4512 C7 EIJGINE_Ef21Nt� 266 Imola r1Uu 1,1 'yy l.s:�1 >> I ------- --- , `jW#4 - 1 -- C-7-2.3tilt!Nwtwwa K �'r-Z•1 � I 1 PI j,D 4x8 HDR 4x8 HDR I�S ' 4x10 TINUOU HEADER d t3 t !•�,� v1� .._-• --4 - $—' - - - >S'(,�n1'°`- O C I TZ Q ►SLC SmajIN WA � � I I 2x4 R !TEN S OI ^ I I I GI-48 AT 2 OC U I I 01_4 96109 I I of 0 z I I hoc)zss�r►uvF do (706)111-06i1(n II 1rul�ap..rfltom cI-,B GI-48 m � BULLETIN i J I O GI-/ t 1 PRONOF THESE POS1S ONLY ( � ,U -�- w ~ I __ _ __�__ pale: November 1, 1999 Number:CT-03 Proiogr M 999066 )I t)1-48 1 j IVillage - - WHEN THERE ISA ROOT ! _ I tl Projacx Nacos: Schall'a Villa a 11 TI erd,OR Alec ('T-3.1 to 3.3 GIRDER IF/USS MERE - - --t 't� P2 49 ®HOIoA a�XG SFE BU;LOING ROOF FRAMING m 9LOCK G pZ _ G I�SNHAR WAL - Su •ct: Unit D ihettu•walu& holdowna PUNS. _ _ _ -� WALL � AIST3T.G _ OL K T----_ � PRO QE BI KC D by Affected; US - -r ACROSS .PSI 11 ti_HO DP 14�_ I W/ EDGE NAIUNC Dptrlptba/Action: 1 ;TOP Q Ir I I I A EI. +7'--U" This Wa Y deagn clartfieatron aad/(x variation Toga.vT information foe SCholl'e Village dcvctopinu►l at 1 � i P 314��1I L1 _ ! - - PLATES i; IXI I "� Ti�asd.Oil Variat�oos and/or cleriticauons have been rc,)uecta(for various details i I J s fl -_--- •� I t;;j Plywood may be located on the other side of a shearwad as shown on CT-3.1 slid CT 1.2 for ase of construcl ion Venfy !�� j - 1 I _ $ice 6S j I I architectural raquirements are wusfc,d such a 1"pp at partition walls ctc 4 CNLY �� r ,�1 i !�, �-- -L_^- -� Po-� I l41 SL Y.xI IIt . 15 1 w j /_ _--� ! v -- --- I "" V 1� The 2'd floor franun`/l'floor skarwalls have been revised to avoid the use of HDSA,HD6A,and HD8A type ---------__t- -----) I 2) 13 FO xNt �{!Q F'R/UAlAj6r I bldowos.The side to side Tar crlerior tl>carwalls increases to PI-3B type cilcarwalis with S1'l{D14 holdowns. P6-TN k� Addgional LTT2OB holdoorm aro r-allad out a required to mod uplift capacities.See CT-3.1. 141r. FLh S I ;1;N rr •►� 1 I STAIR I N ,. it 3100 Flit FAW1144 FRMG. I I AB I I MSTJ7t` I I I .r- DUCTWORK STAIR ZN FLR 'sw�tRtatlll/a ACROSS 1 PL UMBING Y�ALL r IN FLOOR RAMING TOE' I q �• S p 1 UN1Y V8 rr I I 1LjLOW PL TES _ P 31'IIW HOR- © t; OROPPE 11 51 �! I' - - FACE 40E 3Rp F-Lg S#&" © .__ .. 11i4►" HDR _ � ,1 CANTILEVER n ~ ( BEAM 0 o I F CE OF FLIJSH BEAM floor P(AM t14 ✓ BEAM I - -- --T I Q �•_4.,- Si' --- Itil I d = 7 I ll i� PLA IE I o ( T-DUCTWORK ^ IN FLOOR ,x p ; ► 1: J - o -r. - I Q ,I Wil' ` II � --� v CALL WITH ANY Otl .STIR IONS � ' Z 0W I t �o � �i 'r'I I �(I c ca Date l 11/01/" 1 PROVIDE THESE POSTS ONLY 1 I bbb Co I < z Iseu4dby: Jeff WHEN THERE IS A ROOF I O I I r " a Sf�lpr4al i Owlou Apprc�al by: Date: GIRDER TRUSS HERE - ! • W10 19 STEEL ►- SEE BUILDING ROOF FRAMING 1 ! f Distribution: COLUMN 1� ~. `- x • ktramndt Archilecu Polygon lobsite Polygon Office 1 o PLANS. ('t-7 I I r - I BELOW THE y y WCibk Duane Wilson/Steve Prod Cast PSL 34h" 11 HDR I - 3y�" T WALT A©OVL rx ' Phoae:(421)454-7130 Pion (503)379-8702/i503)209.2273 Phone:(360)693.7700 _ ao 1 I i i, I 4 T$2 H DOWN Fax: (425)646-0943 Fax: (503)579-9332/(501 649-1913 Fax (360)691-4442 Ire, A OW g • , I �- MSI'/� ! S2 ------ ----------- -� TfrEi Is: s4 W 4•IQtC PI-28 ,_,.. _ . itiT 2x8 IAT 4x10 HDR U2 SG14()L.L'S V1L A6C— _' I S4 I PRONG MSTCIO M E Slru1111"and CMI Enpkwm I' .�.J' 14140 SW Barrows Rd. ..•, ,•,- � $tJ((,�� 1 DRAG S TRU T SIT99-00001 SEF 6/S4 14140 SW Dal tows 10 of 27 1 ,r_ .7 1�Q 0x6 f'U51$ I 14140 SW Barrows Rd. I SIT99-00001� Rd. SIT99-00001 14140 SW Barrows Rd. 9 of 27 11 of 27 SIT99.0000l 12 of 27 D o /V5 J F- a \=) _ 4118 NDR 1110 NOR I ` .tl NDR i 1DR 4>td HIJFt r _ - f-. II� o I Msrso Ms so -1- ------ 4 ---- , « b1iY01xl '� G 19 -- Il I I , Cr —{ -tT i I, o ' -- ii N m MSTJI •o 1 1 - 1 , I S t i i ^r 2x8 STICK 1 'y '� ' I I FOR low F ' ' p I I cI + PI-+e t I U( 1 NOTE: --I fxcNt STICK RIKkf - \ 1 i STN 1 / _ _ I 1 1 I MW EL EC. ROp 1 1 II I Q MAY NOT I _NOTE: _ I I - REO'0 N4 W ELEC. ROOM IE n- IPI-60 {516 PI-4a CS1a MST". RF TURN _ ' 11 �j EVERY CA: MAY NOT BF 1 a ; 1 1 VERIFY W/ REO'D IN 1; i FUIRM 1 — fH�rp 'IR - -MSISO I1. o' UTIUTICS. VERIFY W/VERY E., '� 1 fy ' I C� ' I _1 -- UTILITIES MS137 � I 14.8 TUR ' x I AT Sit TAIR (2)�JI FB ' 1) TJI r0 I - - - 0 1 1 T STAT, - 1 MSr+B I I L_.._ OU1 • cls �� y� +I PSl SI'. IN HDA n L11 NS + L_ eN AIR--- - - AIR UP, 1 �{ ►- I INTO WAIT_ V oc N t I I , - -- — -_ AT 1tI1�OM4x8 4 0 D I N ( I I ��B .`J tiWA- " o I TA ED SEAT MEla1 ib' O.C.AT WINDOW _ 6lNLT UP 1 0 '� _ Al - I I STUDS _- J SEA IQIT' MS1.1 r j L ^_ -- 1 °I-68 1 1 I • P1"4� I___ 2r8 'a 4■6 POST I I 1 A l _ j 18. O C. , SH INTO f � � 4118 F9 I I i ! i 1x4 F _- - LANI)1NG i SHAFT (RAMING I VEN4ING I , ra -- -- P.T. "4 POSIT 4.8 IR I MLVISIONS , I , STRIP \-J-4 / 1. 4x'2 ---- P , r 1 IWEA w%C(XICRL TE I I Ir TREAV. D3 1 --_ UP IN TO f-- -- I-1� 1 TOE SPACE PI-48 I I ' YSIJI ' ✓"' � I - ' 0 I IISTso r----_�� - MS1a0 cc" W/ N 1 I Ecc9e w/ 90' STRAPS 1 90' STRAPS �� 60 4x8 POST :t----- 4x0 PST � Pi•'. ■ 1654 fB .. 0,10 HDR CONTINUOUS �"-- '� - t' NOTE_ _ rr �• o f ---1 ARM ROOM `P`�� P?-4 STMOIy u 5PINKLER a b, U9 -- - --- AL .v .� MAY 901 Bt ST7fAkl i REO'D IN -- • EVERY CASE. VERIFY W/ r.T•rzoe ` _PSL SH x 1114 HOR _�_ U11lITllS. �l l7� STN014- 9 THIRD FLO R L I ® '�- �4 ,, .1 -ciT SHEAR WALLS AORyuw u THIRD LEVET_ D SECOND LEVEL. •� -v" FRAMING PLAN LEVEL MAW` AND coNO FLOOR E,NfAR WALLS PLAN - '� ' - FRAMING PLAN v y`„ ANO FIRST goOR S44CAR WAILS SHEAR WAITS 141 49 Rd. 8 14140 SW Sarroras Rd. 14140 SW Barrows Rd. I SIT94 ppn0i SIT99-00001 13 of >h , { 7 tlof Y7 15 or 1 T7 27 s+yras•.v+.i,y. ..lMAorsA.ew �N:k..uaww,a:.>.,H,s A1b.,. . VIII III till Illi ILII III) lIII illi Till ILII!III ILII 1111 lil, �'�I 'lil ILII ILII ILII ILII I I I 11111 ILII III II ILII ILII II I ILII ILII ILII !III L'II ILII ILII ILII illi ILII ILII II ILII 1111 ILII Illi Illi !III ILII ILII ILII ILII ILII ILII ILII ILII ILII IIIIIIIII bma>�.lels � I �!o • I I I 1.2 13 14 le 17 10 IO 20 21 22 23 24 �':, 26 27 2E 29 , 4-. sur i? ql „J fr I • All r7 'R vl r7 = N d• r a) L STATIONING IS BASED UPON STREET CENTERLINE UNLESS OTHERWISE SPECIFIED. - 0 o n 11 2SCHOL S VILLAGE TO -- 1^ 2. AOJLiST ALL MANN4OLES UDS AND VA.VI BOXES TO FINISHED GRADE. 0 ID • 3. ALL UTILITIES SHAt1_ BE INSTALLED UNDERGROUND. LO 4. STREET LI.WING SHALL BE IN ACCORDANCE WITH THE CITY APPROVED LAYOUT. >4 SE 2r c Q 5. UTILITY CONDUITS ARE TO BE ELECTRICAL GRADE SCHEDULE 40 PVC A EXTENDED TO PFt• ��'�--�.� o W TO 6 PAST RIGHT--OF-WAY LINES WITH 36 OF COVER. 4 z 2 6. SAWCUT STRAIGtif MATCHLINES TO MEET EXISTING PAVEMENT WITH NEW 1bi KENIdPAVEMENT 33 UNIT DEVE LOPM�'NT (PRI v/A T� IMPROVEMENT � D a) vl 7. USE 4,000 PSI CONCRETE FOR ALL SIDEWALKS, • 'RBS. AND DRIVEWAYS PI:R - LEGAL: SECTION 33. T. 1 S., R. 1 W., NALL.AMETTE MERIDIAN !'!qU!!CT s � � � CITY OF TIGARD ENGINEERING STANDARDSAFrA � � 0 CD � SITE AREA: 4.54 ACRES (200,019 �. FT.)' 9, THE REQUIRED DENSITY FOR TREATED AND UNTREATED SUBGRADE MATERIAL'S 1 o W SHALL NOT BE LESS THAN 95% MAXIMUM DENSITY AS DETERMINED BY W 3: 0 AASHTO T-99. �fBMkOwS RD (n WALNUT O O 9. THE CRUSHED ROCK BASE FOR PAVING SHALL BE. COMPACTED TO 95X OF MAXIMUM `O DENSITY USING AASHTO T-180. - - - Sw MIoDONALD ST o 1 10. THE DENSITY OF ASPHALT CONCRETE SHALL BE AT LEAST 91% OF RICE - THEOREIICAL MAXIMUM DENSITY AS DETERMINED IN CONFORMANCE WITH AASHTO T-'209 AS MODIFIED BY• OSHO. w 1L CONTRACTOR TO PROVIDE TRAFFIC CONTROL F't_R CITY OF TIGARD, `'9 4D 3 3 - �5�� DG FFsi WASHINGTON COUNTY. AND M.U.T.C.D. REQUIREMENTS. x00 / A^ V! S MAAP 14.02 3 R / NTS �, 12. OWNER TO PROVIDE ALL TESTING RESULTS AS REQUIRED BY THE CITY OF '�IQ ry f TIGARD. Q� / N '° OREGON A i 13. ACCESS TO EXISTING TRACTS OF LAND SW1lL BE PROVIDED Fttp AT ALL TIMES. GARM�� r L 14. EROSION CONTROL. DRAINAGE CONTROL AND DEBRIS CONTROL SHALL BE PRCVIDEO �P / FOR AT ALL TUB; AND SMALL BE IN PLACE PRIOR TO COMMENCEMENT OF 3 / SHEE7 INDEX EXPIRES 6-30-99 F�ORY PERFORMANCE IS �S TERMINATION FOR C, ALLCONSTRUCTION. SITE UNTIL CORRECTION OCCURS SATISFACTORY TO THCITY CO COVER SHEE-f I / '°"" C1 EXISTING CONDITIONS STOM Me QENM& mm WN- HOMES C2 SITE DIMENSIONING HLAN c1 L ALL STORM SEWER CONST RUCTION AND MATERIALS SHALL CONFORM TO THESE / 1.1 1-Z 1-3 �+-4 1•b -. 2 =�-= C 3 TREE PRESERVATION PLA N PlJ1F1S AND THE ARP'"�,t;ALTfLE REQUIREMENTS OF THE CITY OF TK�4RD // - � 1� �� :� Will 11 111 A. C4 GRADING AND EROSION CONTROL PLAN ENGINEERING STANDARD3+ - C5 SANITARY SEWER P!-AN SCALE.• 1 =5d 2. STATIONING IS BASED UPON STREET CENTERLINE UNLESS OTHERWISE SPECIFIED. a, C6 STORM SEWER PLAN 3. USE 1--1/2' CR'USN.ED ROCK B-AICKFILL ON ALL UNDERGROUND UTILITIES. BACKFILL / SCROLLS -1VIL "I PHASE 1 - - n i �` C 7 EROSION C O N TR U L DETAILS OUTSIDE IMPROVED AREA CAN BE SUITABLE NATIVE OR COMMON MATERIAL AS / •. ti� � C8 SEWER DETAILS SPECIFIED IN CITY Of' 'iGAM ENGINEERING STANDARDS. C9 STREET AND SEWER DETAILS 4. THE CONTWACEOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY RULES OF C10 WATER QUALITY DETAILS O,S.HA AND !N PARTICULAR THOSE PERTAINING TO ADEQUATE SHORING AND _ = Qom- Eridiq Storm Features Proposed r+�, Feuxives r ~, TRW-4 PROTECTION OF WORKMEN C 1 1 LIGHTING PLAN z Q .3000M - ---(�,- Existing Smritay Feoturns Prop�.sed Sonitclry Feotures 5. RIM '-"',NATIONS OF MAN14OLES AND CLEMNOUTS WITHIN PAVEMENT ARE A 2.JO ocre site on the crest side of go.ow Rd., also booted west � APPROXI1MATE. FINAL. FINISHED RIM ELEVATIONS SHALL MATCH FINISHED of SW Bluestem and north of Walnut Ave. cv PAVEMENT GRADES. RIMS OUTSIDE OF PAVEMENT SHALL BE SET 6' ABOVE X5-1 }-- Ei"" Gos Line � Proposed Water F&Aun» N FINISHED GRADE. i er>tu �.� V) 6. ALL STORM SEINER lESTiNG SHALL BE PERFORMED BY THE CONTRAG'TOR M THE In Section 33, Township 1 South, Rongee 1 W WATO:__0 - Exidinq Woler Features __ __ Proposed �/� line ti PRESENCE A CITY INSPECTOR (PROVIDE 24 HOURS NOTICE PRIOR TO TESTING). of the Will matte Meridvm, in the County of �' 4 NO SEPARATE PAYMENT SHALL BE INCLUDED FOR THIS WORK. TEST RESULTS Woehington, in the State of ae9o^ � �- SWAN. BE CERTIFIED BY THE ENGINEER; COPY OF THE CERTIFIED TEST TO BE Exlq 1n9 Propoad ROTI Caller Line z IyRC7V!DED TO THE CTM, IT't THE ENGINEER, FOR �,PFI?C;11!.L. 1Nbeliington County Ber>cFwrlark number ltl13... brass disk north of centerline of Old Sdwk Ferry Rd. 4A0 feet west of Murray Rood in East Curti bdd q b"" T^N + Praolleed Stud W 7. ALL PUBILIC STORM DRAIN TO BE ADS N-12 OR To PGE Campany Building Elev: 233.012 of CONCRETE SEWER PIPE AS SHOWN ON THE PLANS. a• ALL PIPE `HALL HAVE RUBBER GASKETS AND BE WATERTIGHT. 8. ADS N-12 TO BE MANDRiLLED, K7 PER USA STANDARD. �Tff , �Q 9. ALL STORM SEWER SERVICE LATERALS SHALL TERMINATE 6' BEYOND PRCIFERTY 1. ALL SANITARY SEWER PIPE TO BE PVC PIPE CONFORMING TO ASTM 3034 SDR 35. LINE UNLESS u 1 HEF?WISE PERMITTED BY THE BUILDING DIVISION, AND 9 4LL BE PLUGGED TO PREVENT DIRT AND DEBRIS FROM ENTERING PIPE PLUG STUBS. IN ACCOR'D�MNCE WITH CITY OF TIGARD STANDARDS. 2. All SANITARY SEWER SERVICES TO BE 4" PVC CONFORMING TO ASETM 3034 SDR 35 WITH A i►:INIMUM SLOPE OF 2% UNLESS OTHERWISE K jTED. ENDS OF I SERVICES SHALI. BE MARKED WITH 2x4 MARKER SET VERTICALLY AND EXTENDING WAIM AT LEAST 48' ABOVE FINISHED GRADE LABELED WITH MAIN LINE STATION OF OWNER: FRED GAST TFE, LENG?K OF LATERAL.,, AND DEPTH TO INVERT. SANITARY SEWER POLYGON NOPTHWEST L ALL WATER SERVICES TO BE. 1" COPPER. CONSTRUCTION SMALL COMPLY WITH CITY OF TIGARD ENGINEERING 2700 NE ANDRESEN. SUITE D--22 •., STANDARDS. VANCOUVER, I WA 98661 2. ALL WATER LINES AND APPURTENANCES SHALL BE INSTni u:0 IN AICCOFtDMKT (360) 695 7700 - - WIrH CITY OF TIGARD STANDARDS. ALL WATER LINE SHALL BE DUCTILE 3. NR AND HYDROSTATIC TESTING OF SANITARY SEWER LINES AND MNdF401 ES IRON CLASS 52. RESPECTIVELY, SHALL- BE CONDUCTED IN ACCORDANCE WITH CITY OF 11WARD ENGINEER: FRED CARMIRE REV. 1 DATE 1 BY ENGINEERING STANDARDS. ALL NECSSARY TESTS SHALL BE PERFORMED BY THE WRG DESIGN INC. 3. MECHANICAL. JOINT FITTINGS SHALL CONFORM TO AWWA 0110 AND SHALL BE OF A CONTRACTOR AND WITNESSED BY A REPRESENTATIVE OF THE CITY OF TIGARD 10 .-!50 SW NIMBUS AVE. -..-._--1 I,_,----- CLASS AT LFASr EQUAL TO THAT OF THE ADJACENT PIPE. (PROVIDE 24 HOURS NOTICE TO CITY INSPECTOR PRIOR TO TESTING) AND THE PORTLAND OR 97223 I I �+ NEER. TEST RESULTS SHALL BE CERTIFIED BY THE ENGINEER; COPY OF THE (503) 603-9933 f •v 4. ALL WATER LME 'TRENCHES W"IN THE PUBLIC RIGHT...OF-WAY TO 9E APPROVED CERTIFIED TEST 'TO BE PROVIDED TC THE CITY, EfY THE ENGINEER FOR --_--. _ - Wird SELECT 1-• '2' CRUSHED ROCK. APPROVAL. 1 1. ALL CONSTRUCTION SHALL ':* IN ACCORDANCE WITH ARCHITECT: MILBRANDT ARCHITECTS 'S. CDNTRACIOR SKAL.L. PERFORM ALL NECESSARY PRESSURE MID LFAKAGE TESTS ON 4. FINISHED RIM ELEVATIONS OF M!UWIiOLES AND f'LEANOUTS WITHIN PAVEMENT ARE 11715 SE 5TH STREET 100 I 1 APPROXIMATE. FINAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHEID CITY OF TlGARD ENGINEERING STANDARDS. � 1, � ALL NEWLY LAID WATER LINES PER CITY OF TIGARD STANDARDS. M THE BELLE W E. WA 98005 MMSENCE OF A CITY INSPErTOR (PROVIDE 24 I.10URS NOTiGE). TEST RESULTS PAVEMENT GRADE'. RIAS OUTSIDE OF PAVEMENT SI.4AU BE SET 6 AFF VE 2. CONTRACTOR SHALL VERIFY DEPiI�t AND LOCATION OF ALL. (206) 454-7130 - �' SH A11 BE CERTIFIED R%' TNF. ENGINEER; COPY THE CN` 0 TEST TO BE FINISHED GRADE. EXISTING UTILITIES WITHIN THE PROJECT LIMIT'S PRIOR TO 1 I PROV W TO THE CITY, BY THE ENGINEER, FOR APPRCNAL, GEOTECH: FOSTER GEOTECHNICAL 5, PIPE REDOING AND BACKFILL SHALL CONFORM TO CRY OF TIGARD BEGINNING CONSTRIlCT10rl. t4 , ' NW McNAMEE ROAD PROJECT N0. � 6. ALM. FTrTIMG5 SHALL 8E Tl4RLJST BLOCKED PER CITY OF TIGARD DFSI!3N MANUAL. ENC BRING STANDARDS S, PRO TCT ALL EXIETIIG M(NfJMENTS, BENCHMARKS AND PROPERTY PORTLAND. OR 97231 M� .. CORNERS. DESTROYED WONU41ENT5 SHALL BE REPIACED BY THE (503) 621-3450 ..O�! -» 7, flg)MING PAVEMENT TO BE REMOVED FOR THE INSTALLATION OF WATER 6. SANITARY SEWER CLLANOIITS SHALL CONFORM TO CITY OF TIGARD CONTRAGTfOR OR AN AFr'P'ON'M SURVEYOR. SHALL rl",l BE "r SAWCUT, 6' TO 120, PRIOR TO PAVEMENT IR£MOVAI. EI4OlI4EF1?'tNG 5fAN11ARDS 4, THE CONTRACTOR. SUBC:OINTRACTORS, AND EXCAVATORS MUST DATE I 112 7. SANITARY SEWER MANHOLE CONSTRUCTION %iA.L COMPLY' WITH CITY OF COMPLY WITH ALL PWMyIONS OF ORS 757.541 THROUGH 757.571 r t M W TO CONNECTED TO EXISTING WATERLINES AND BEING PLACED IN DESIGNED L J. BU;;KMER IWCE, Ti4E, W ASR UNE'S Alm 30ft-XS SWILL I* FLII04E0 p � TIi;ARIJ E111�NEERING STANDARDS. �' NC.LUDING NO't�1CATt01I OF ALL OWNERS OF UNDERGROLMM . STI:R1tIZE , .; s rfi .. tPERFORM 114 !AC�tdCE WIRN CITY OF' T1^t*D STA-4.AiRVi. TNS k1l"Ow SPALL ENt NEER F. c>ARIMIRE • 11tAiM1i1E,4 AT LFAS7 EflltfY-EIGHT (4Aj 9UStllESS DIAY NOUflsr , � 1= TIGARD •.•••"•4' Q. ALL SAirtTA,RY SEWER . ,� �' GIT' OSERVICE LATERALS SMALL TERMINATE !f3 AEYOND MIIGPE1tTY � NOT MI01t TMAN TEN 10 Atl9mm DAYS BF�m LEY TtiE CONTRACTOR. 1 UNE UNLESS OTHERWISE NOTED. ANO SHALL BE PLUGGED TO PREVENT OW AND /'� � ( � ......... .. // CHECKED_l aved.. i I 1 1 DEJ�itS FRnM ENTERING PIPE AIM ACCORT*4C.E WITH CITY OF TKnARO S��OMNArCi y101lk. ONE GLL Nt1M111 R 15 34N!!-660ti. " ;� vet.... ... t 1 a i QOY Oi TIG'MMRD EWMW�► LIEPArT>r�N1' SIRi#U TIE NON" AT LEAST 46 � a � � STANDARDS. LATERAL MARKERS TO AE PAWED WHITE. � '�,� r. �'s;�' •- � �'a ��; (;ond'IgA1�y APPS descri5ed In Ig W TO ANY WATER LINE C(INSMUCIM. ► � ► ,'� � - ' � `' For d ly Ew , .4 1;f x. . SHEET TITLE 9. N`O/�t51RUl`T*N MUST MEET i� O AND STATI_ WATF R RESOURCES I�0AND ', ,.r J. . ' Tc ; r; w ;,l ,:.1 ��rw b " -- '� PERMIT N -•�- ,� � 4 dONiNAC R SWAL 110WAIN N A MINIMUM C W R OF 36" C THE WATER LINE- � ALL FOR SEPARATION. � . � Y,'��- `° "` +�""�,•�; k�� 4�" t,r���� '' � . r See LAtEer W: F tlow.............'. ....• l CO r48" L nS T•, ! '� _ r• >J ' ,.L 1� Abad'►• .. • � I r - i I�t EI( IND PAVEI A %*4 !W=f IMI!? a 1t1. VIDEO M9PLrCTNON � l!E PER101iM'E13 TINE CITY. r i' � �. °~�a' �� t ss°`'`>► �') �, F``` �s , �:/.' ,r ' . q wu _,L��- �j' SHEET PMAM118ER- , e r�r _ a►�• _ ri °. y, ! • `�: ,. �. ; 7 .lob pate: �. S11ALM.EN�16Z1AONaI, Si11�AL0E IIESIQlIAT IMW,IL 1� A � 4� - ' '!M t � r i' }' w < �` r a SIDE OA EQUX 711 gt1�111� 001000101 - t !� 11. TD MIM'IG Si11NIat* LM t WW LINE IS QED � r .. w W +� ' '„ .�� . r "•1� .T�. '�i ,P,�,�. i'�;k` +i }"K ,:r~5 �'r• '' M:i .v co W Barrows Rd. v i fir" r r! e ft 14 S 799.00001 d 27 16 of i er " , Y r n •. ri "� 1 -ti Hy. y,,.'t,r > M� t } o iA,,.1yp'r •r '1 't ,+ .- ,�' n1 W,/�A."i/M1n;. rt_r:a)...,.:a'." '.JF \'h?')'ld41 'S �6• .- _ .. , • � ... e. .., ,,`. r +y�•e ,yip-' . qyy. :»- '.; ••: +4 ' ' .+ Aw .,.nnnw°p�Yawyrw ,'wt» ,.. .. :_ +•k.r .., .I ,may ,_ ... , , , , Cffl 'II III li I I !,III II I I I I I i! !1111! I 1 I it pI 1 II II!nl�nn� iu�nulaul�ulllun�nn�ull�l II ulinnl�l I�unl u n u I I ! I I_I I ull 4ilau. ;nhlihvv e LOIMTi.Ia� 10 12 13 14 f Id 1 19 119 210 21 22 23 24 2rS 26 27 2 �• 30 . -_ 1�11Nr�" , t »�. „ ,,. „..c • „ 11 V l' p 4 , , i a 1 I "& GIC a J� I, : 4: Ae w ..\,,:..Wu.1.11..�:.,.._..,_,..,.. -.._..h__...,v. -...rrV '.. ......... ... -... .. .. .a•li�:Y.�u...�:..:Jl7d..•� -'.!. t. ,,..._. :.• ."u-.. -.,.r._..-ri-.< ...1-_1:ivfaLl,�.Y-..y.r...u-,__._._,a.,r. e :.mt..uy.-....�.-...ru._.....n _i ...__.au..._._ - -.-..,. ,.._..• -.-r..�..-.._....u.. _..- _-_- -._. ..--_.�__._ �_-�._...-..-.... i.... .......__-.-...._...__�.�.uw...--..'_�uu._.- _...._._1_�. ..,rte.. _ _ _ _- _ - _ _ _ _ _ _ a fy l I ' I 214- .- ` 4 N I . �r- 0) ZONIj�G 11gm, , 2 , coo • CITY OF TIGARD MUNICIPAL CODE 2 CHAPTER 18.56: R-25 MULTIPLE FAMILY RESIDENTIAL V (25 UNITS PER ACRE) SE TBA(X INFI)MMTION: Jy y MULTI-I•AMILY SINGLE FAMILY Z a FRONT YAKL: 20 FEET 15 FEET Sk'X YARD: 10 BEET 5 FEET S.W. SPRINGBROOK LANE •?E.AR YARD: 20 FEET 15 FEET CORNER LOT- 20 FEET 10 FEET' b �._ a • THE WAIOBUILDING HEIGHT IN ZONE R-25 IS 45 FEET AND THE DISTANCE GRAPHIC ,SCALE MUM RIP w — BETNM IM PROPERTY LINE AND THE FRONT OF THE GARAGE SHALL BE A o +� M - too M040 M OF 20 FEET• I.E. 5 �1Af1tT ^ • z Mo W N to • FOWL a/a' IR- ' v 1 r m�►oNOlNlc 2 .3 4 5 6 FLOOD IYSURANCE INFORMATION: FOUND 6 MAMME �w �- ;` "9 PEB@LECREEK THE AWt A MATHIN THE S'L11rhfYED SOLWARY IS DESCRIBED ON FEDERAL EMERGENCY - .0239 - PLAT BOOK 90, PAGE �2 �► MANACi.MENT AGENCY NAPPING (FEMA? COMMUNITY PANEL. ON 410240 JOSC 4 CITY GIF BEAVERTON. WASHINGTON COUNTY, STATE OF OREGON. ZONE 'C". AREAS - 2lID OF NO FLOODING. FOUND 5/IT' OR M26 .oFO D� w w�vrc TAK �� 3 � w w/1!Pc bT�11c INc.` O R GAiM�� 'F- �I<: t'r /"� �--__._ �� �rxillD ar w w/YPc � -N . _ _-'� 1._ ---- `TyTAK Illi' 11ETANq WALL EXPIRES 6-30-99 ' 334.37' WASHINGTON COUNTY BENCHMARK /188 - ELEVATION: 233"012' SCHQLLS CREEK .Tj. „ l ^� - �8 4s 23 w _ BRASS DISK 60 FEET NORTH OF CENTERLINE OF OLD 9CHO Ls CONDOMINIUMS ?S. Q FERRY ROAD. 400 FEET WEST OF MURRAY ROAD IN EAST CURB Em OF 2ft Q N TO POECOMPANY BUILDING. 4--- , LANDW.Aft 0 0 AREA - 87.049 SO. FT. N ACRES g 36 PEDOLECPtEE)( N&2 'J \ TM Lorr ! PLAY 97. DAGE 2 • '�' E�37�10 AWT OF WAY \ -r M . 0 . 0 rSTQRM SEWEIR NOTES SANITARY SEWER NO]� �.� I ` 1 CATCH BASIN: ° u+ PFouNa� R w 213.45. Q SANITARY MANHOLE: (CCNE SW) ON11t:• Na 4T10!JQA9 �♦ --� fi, , g ^' t4 Rini EL. - RIM EL 712.94' • . ~� %� r--�► � i I.E. OUTS 208.55' (10• CONC.) a. I.E. IN W - 203.39' 8• PVC `� `-J '� P� L' I.E. IN S - 203.44 8 PVC STORM MANHOLE: CONE SOUTHMIFST) LL OUT N - 203.30 (8• PVC) a YJ� RIM EL. - 213.'96 � ;.. ::: Y;' a FOUND 2-1�Z IWJt+/N�I1N CAP -----•-__ "OTAK SNC. ll. IN W = 205.84 12• CONC) ' W. T w ' • \ ` I.E. INN - 205.88' 10• CONC.) ` ._ 0 � 1.E. OUT E - 205.72 ((/2' CONC) •.� • I.E. IN S - 205.87' !'J• CONC.) —. h1 h wv z v o r3 CATCH BASIN: ' ^� RIM EL, = 213.56' ` L E. OUTS 207.40 (8 CONC.) R STORM MANHOLE: (CONE KST) a/�' R w/YPc RPA EL. - 214.67' �✓ "OTAK 12 I.E. OUT E - 106.09' (12'' CONC) 1 I.E. IN S - 206.28' (120 CONC.) O ! �a CATCH BASIN: RIM El. 215.84' -.. I.E. OUT N • (120 CONC.) ?S, MMar AY�t N MM X01 4 �' 07 D CAT04 8ASlN: ' RIM EL. • 21&W' FOUND a/ W/VPC I.E. S - 216.48' 12. COO) �•. 'OTAK Inc.Ir 9t I.E. N �• 216.48' (12' CONC) " S89 47 27. W 472.81' FOUNTAIN M EY] CURB INLET: 10 �SCHOL VILLA PHAS� 1 RMA El - 226.51 ' �• ruu►n "u11c cAto , f"J CATCH BASIN: 1�ApAK2 x��GRAPHIC F�TU$� F(:FNI) REV. DATE BY a ' � RIM EL. - 227.17 � r I I _ I.E. OUT W - 224,42' (12" CONC.) � FIIDTAL FIE rmRAtT 6 =[� STORM MANHOLE: C� SoT4i) I - �1I -" RIM El. �: 220.69 • - . . i --- 9 o!o►s uu� 111WE T uaN r I I.E. OUT IN - 211.20' (12• CONC) / _ I L W -- MMT�R 11NE Kc1nuoul- W/ x (IIIA) I l I.E. !N Ir A. 211.27' (100 SNC.) ._.. �.---- o4!pINEAp W►I� , 3a t I 10 CA).CH BASIN: _ 1!IITDFJR allSx�llD E1EC1'Igc Ul�'S yrs TR>QE w/s>� (aA.) A IEL. - 210.70' _. fr:E IJFr _..... _ _ _ -- uNl+al1 GROUND 71REPHOW LEM F01RNn e/w OR loo CAP -----1— I I.E.E. OUT W = 211.28' (12" COPT;,.) r C1.� C:AYGI: QA,':�M: 70': POLYGON NORTHMEST COMPANY AND FIDELITY 4ATIONAL TITLE COMPANY "" Tt "" �`�� �� TQM[ �" - IIlo1T �� t } PROJECT NO RIM fl. - 220.05V OF OREGON :• mooao= - 8tM&I aIEV" LJfr — x - LOW. ' 14�.:. q CATCtI pAS,1N: ' ?HIS IS TO CERTIFY TIIAT THIS MIP AND THE SURVEY ON 01CH IT IS , ' Illi -0►- - �rnuTY POLE P L.014 gj' ❑ w f I ' ifYERE MADE (I) iN ACC0RI7►ANCf: wITN "MIPNMUAN S'TANDARO DETAIN. r 04 - gA10 VALbE ♦ - NxfY AI�uINOR 1Nr1 EL. .. 211.96' FOR AN.TA/A :� LAND TITLE SURVEY." JOINTLY ESTABLISHED �;� i?l1 s NE - 267.9TJ' (1?,• CONC.) IWp y, ' DATE I 0gzl : 'S AND ADOPT® BY ALTA ACSM IN 1907. AND iNQAAXS ITEMS Y ,r,, >9 Sim I TFI �b , 8, 10, tta-11d AND 1 ( PURSUANT TO THE •`' r � f, w► Nu ALVLL E � � DESIGNEOT J. lTt1CKNER � 3 OF TABLE A tlF AND .�.. _ Y ,' ►, 4ANMIOILE: GONE NOR y k, '' AC"AVY STANDARDS (AS ADW7E'D BY ALTA AND ACSMi AND IN FMCT Cli •I�4`,,t `� j� - itwLT 4 ENti1h1E!`t� F. G►'.RI!1�JRE ""° i " .. ,�« 11W DATE OF THIS CERTFICAVM 'GDF AN URBAN S�',2 r. t��,lr �i. � � ) – Iltttf aiw alonTl T ,2.OB' (12 C01� i I w. r,4 .� ' a . ' a , 1� W/YfC CHECKED 1�1N '"� ' a `� +� N IR . r 'M r y ��n t r e "'i'x ,jrt i, ,x �owr'.t, a .., x i;, '•t� :., >t t , * a M +av . d '' tM•,71 V MM.t;/. ' a/ t - :. .< f,;' `. F'•r� _ u. �t n �4� _ �y,�A -'! 7 0 r'� �r.fi+��/ ,r. �l l � �j 1 ' - I , s, i .._, .....,.....,.... r.......,......... _ ��e, j', v .+��u�rf� SHEET TIn,E or. f ' ............ .-. . , ►,, .% •�. ! "' POND �.M, T �1� 1 r '.` bai/�v. 'ui - .rt; �� F ,i �: s •;, �� ,a ,i u , �" . ' EXIST. COND. + i �= 2112-08* 1' VY L, 00:7 AN 0RE9ON PLS NO 1909 N�ATIE: 4y'�1,�, �x �a�s�r� eye���w � At ' i ;s `�' 2 .Alf J,. •' " !AI A X114 ,�a.LO Kaft 'I t. /,.�' .N: 't�� N+ �` ►�� t y ti�. .• r .. ( a) •� WAY' a, '� walk m` fYp•� TM OONd1ET1t: � � ,'` •�' ,+� .�• ..2'4EEY NUMBER *` k AOglo 1FU BY THf: A IC+AN LAND PRE IASSOgATION IN SEPTE111 EM 27,1997 � ADOPZD BY IM9(" OF DIRECTION. AMEMCAN C13N OF SL04"'INA ►'i � "' � ! , ' N ` cl Emil A/C PAVthWff AM M 01� APRIL 1Q 1847. 1 �•' L• Q, , rA Y.r.+:+ . : . ;:'. (. :. - • •• , 1/:•eM.• °a•l.. • Pia+.-:.•MIM.Rn.w.ewwPwwww .,v [' .4• �. r` •.l :y oo aw Barrom Rd 1� 1 r _ �'•f''w� . as + r<y F ? SIT"-00001 b p. ., g ,ss. c k 1 L ; 'I r. :yR' ti: 17 Of 2 '# t :.. 5 Y Y ' r� . e r r .,.. ... -., w -.:: ,.,. :- rr 7. ','i i<•..P .�.*rf r. { rr 2 , rr�l ,' r: t.' 1 � y"y r. Y-. S' . , Wil I ., !. r _ ..... ... ....-._ :J:+._L_:i�A.+ _ __....._. ..,._..r....ritl .,:wiry.wwd11+�1hr[4wrAMw...Wnwr..=-:. :."'.•.,,.., ;r,_. ._.._.._ rr.•. '{ L,: LI. 1 i 1111111 I Ii I !ill ..II I I l II IIII Ili! !i!I IIII {! _ _, ... . ..- - < .• .,, ., r _ - ;; Ltfi�M.RY tTA1P '� � I ( I I i I I I l u u �I III 1 1 11 ,1 1111 I I I I III rOnmrt cm 10 I I.Z J3 14 ! Id 17 IA INi 20 21 $': x9 30 " Y Im ••nr.'.�rA• "'•"Fro,!'Rllrvl',F?:l+IM^iR(M+,rMY. C 1E, ew y n. ,r IL 10 !. l v i 4 w; r; •� A �• r _ Y C14 q* C14 cy) cn 0 lei h W u • ./ I c • � i Q X l - PEBBLECREEK • *: - `' • PLAT BOOK 90, PAGE 12 � a I 1 2 3 4- 5 5 •;.ro _ - E M t p p . cr .- W 3 -- • 0 Ask 0 13 c iT 4 Its- 00 PR R-3.0' po of 38 140 7G Nw vl Ln,, tf► N GO" Qs CNI CI-4 1)126 z GA 24 / • 24' EXPIRES 6-30-99 ► '� �- -� 12 12' �, ►� "' 12' 12 06 in SCALE.' 10-20' -- - V-4 �+ N "'" N N z ch N N N t!) N N �s U� N N 5 N l0 . • 04 cm ' PEBBLECREEK NO.2 tJ . ,� • ,�; �'"' / N c;, 26.37' PLAT BOOK 97, PAGE 2 D C4 C14 04 AA co P4. 0.' J o • / / In 4? .. 1(7 oAll N N N N Nco N j N II • .', , .• '� r / -�"- I Sft'4a'3,'w 74.96• --__.--_-----.-- - --- --•-------- �, 'q` • rata 1 1-lJr-w�T -- I /-3. _-15.0 _� a I •' ti \ , co �-1 .23' w. ...$S _... .,r �..;_.._R-15.0' R-15.0' .o• � ......r o .. « R-3. R-3.0 R-3.0 I I R-3.0 R-3. N a 3 sP O 3 sP a 4,SP O • 'SW :CRAN� oy N . - . g'� 2T cr N 174 .30 iy 9'- 27 9 . '� S7j '• � �" � � + f.�� E 1 5.30 R�2 ----- CREST 14 , +I S,AR/�) _. _ - .N -- - ,_ S> *5,r4O'W 291.3a`N -•_- - ---- -- - - _ N 17435 41 z '.� E 1874.8 it-�R I .•,«' , J,'t ° Y» . +�' . . R-15.0' R-25.0 LL . . 1 229.37 229.37 4• 2.26.5 224.0 223.0 220.5 ►, �., 221.25 ++ R-3.o' S%v 2 4.75 / k f �1I IN 1 UIL ING 2 UI IN 3 37 w " ,► -514 --a- 1- A �� r N 2-4 2-3 2-2 2-1 --- 27' - 3-5 34 3-3 3-2 3-1 2 ' - al 226.63 224.13 r ♦ r 2 9.0 22Q.5 4.88 223.13 221.3 229.5 20.53 { 1 .; R-3.0' ui r 4. ., ! w. ;• _ _ � •a �Via•.w�..�•s w •fliaaa!M_ w -- �!.. ._ _. - -- -_ -__- =�- _ __ R :,Y1 �• { '14.1 '�. w �...� . . Ar. s w a•.-w . I 1 "•� / Eb DATE BY -L � � � �, , f 1: p,y jb' .,.•t► b i r..__....__ _�, w_ -_� � ,._.._ + w��--i-- . Ja- B DG. 1 6 DG�l I (, PROJECT NO. tel. �, � � ' 1 •-1 ( � t 't tj pmcm a / ✓ \ , p DATE I 0,5212/99 DESIGNED 1 J. BucxrlER SCH OL.LS VILLAGE -- PHASE 1 ENGINEER 1 F GARIAI/RE ,•.,. j •t \- �. -~ -_. _...-+.� {. _.._ ..._ ._. - .., _ ..�Pij` �, ;' {J(i( '�. } 'r '1 - .r•, SHEET TITIN: '---.•.-- ,:'1. ,� SITE DiM. - _ . ! : r 1 SHEE NUMBE C2 oft vr _ Aft• .......... ka 40 SW Barrows Rd. kISITWOyM i t b°le yl •.M; 1F7 tN a 1e Or t • ,' E - 1 .. a :. yt + a , ..y'�• ,'1 A . ,,, - •' .-., _,. # 6' v, sn+s y114 A , t i' I j I r ITlld I 1I „ I I IllllluC12 13 la n'l 4l Illllnl In I n tl i I I I I m PR ze a 20 3o 1 11 P r : YZ AL I _ 1 :1 ,A M l ' 5 `��Y +I,Y�,)-+a ( : 1'e ':A� .•:J '� „',� ` .. ;'l IN ( ,y �,Q:I,I U}.. : . ,'. .. ,:. ( 1'•'( , .. 1. l .� a - , r. 1 , ... .. `` : :: _ Its F P .�yy, 1 t.l, x I�r.,, „ZY'qmf P , +' ,, .. r f.. 5:. :Y.. _ T _ f1 r y 9 ; ' ♦ t. �a f i G t�y4 , ►-, ;• Fx' .i +. .JZ,.n �1,f I' i tin - �.,1r �.,,,, ,41 ate• , .�' w.. ',�.• *' t' •N ) j }+.' ' 1 i "•T I '7 ,rT p (� 'Y y1 • .. VL"!y�'' ;v 1 n m U °' r,I I z o, cOy • O V - DECIDUOUS TREE W/SIZE (DIA.) TO REMAIN c ix I' SGHOLL S VILLAGE TOWNHOMES -- PHASF 2 TREE MITIGATION WORKSHEET a CONIFEROUS TREE W/SIZE (DIA.) TO REMAIN FOR TREES GREATER THAI 12" THAL t• - D( -- — -SA -__rOTAL - — ITIGATiON ox - DECIDUOUS TREE W/SIZE (DW) TO BE REMOVED _____�- _ rn 1 If— 23-- -- t�v :s� �' I x - CONIFEROUS TREE W/SIZE (DIA) TO BE REMOVED -��-_ �- ---- 1� -�~ - w W � • 19 - _ �- _ 1 - Q ,`ten ---- --- -�- - O -� ----- C' a 6 FOOT HIGH CYCLONE TREE PRJ7ECTION FENCE _ NOTE: '- - N^ -- -- - — TREE PROTECTION FENCE TO BE INSTALLED PRIOR TO ANY OTHER WORK ON THE SM. 24 11 _ _ _ 4 AT THE LOCATION DESIGNATED BY THE PROJECT ARBORIST. - 8 4 1 -- \��t R�f`�/ � -' � �14023� 1p D 0 EXPIRES 6-•-30-99 • _ ., �1 � 3 4 5 6 x / - - CSI \SZ_- 219--- 02 19- --_ ._ 02 ze- low I r • /- - 212 - " 2 -115 115 0) I _ x LO co + , . • ♦" 4 8 223 - CV ;b N N N `�a O � aa�M ana� y_ �� z 04 C14 X r, —.. 14 _ , I t "' 38 SCALE. 1 X20 i N • J � -- to •T ill • e , • , __,—... � w ch l0 1D <J 6 (4 N N ixi N --- N f r \ on N C 16 cm 00 r �- 14 i 4' ,� 1'' i / `�• V �a 0 ►) :.,► , 'C 115 ,n 14 • s coi '� R —t L� .� O cA N N i C14 04 CNI Chi �' ger / _ N ..•.• w ` •f K, a it c 18 Y. • ♦ ;+"�• �.,, -.. 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' ��i..��—����ab ca.e.r.....,aaa,nat�r .,, d �,....:w d.,._� +. 4•, , c _ .,.�.>L - „>6 2' -•i• ,.. \•_ :,,. �-.t:ty,__.. .:.;•_',��t,::<!�+?/ 'wa9�F.'r.:,di'+�,GS...dS.��V.nx�.,..•...xw.lft'�d$�itir�ai�"•� mr.Mtr,Ott•aa.Zk.16.��It,'mrla.ec�x....�...�. •ht�•�.s.�Sa-w•ioL,.w�wdea' �f�r:.s!:ua�f3lm; z '�� �ti :Ltl__ .fPE•'J�I�.�:._•tt ,.x1. � - '.ia` I tv so f. i -a - 2 ;' 3 ! q 5 ' 6 a ti 2 MN1TARY MANHOLE SMITARY CLEANOUT ' A 1 CLEANOUT 6 CLEANOUT ! O • �' ;:�`- O SANITARY MH RIM ELEV. f 12 CLEANOUT _ • / � ��'P ✓ IE 9.00LEV. N 8" E 213.97 OUT (E 1 I 2 0 06 OUT 8R (S) IE 219.69 V. OUT•8 (E) I c r IE 209.00 IN 8 W O I _2 c ': IE 208.60 OUT 8 E (VERIFY) 7 CLEANOUT .-CLEANOUT r O RIM ELEV. 224.91a • �► RIM ELEV. 220.87 IE 220.93 OUT 4 (E) i a Z / - • + E 216.50 OU T 4 ( ) N ' $ CLEANOUT ! J O ; CLEANOUT EI 221.00 OUT 4g (S) • r{ IM ELEV.2 8 00 OUT U) V)" S ' 9 CLEANOUT _ E RIM ELEV. 224.71 . CLEANOUT 1 IE 221.20 OUT 4 (N) pl1 Z RIM ELEV. 219.87 /' • , IE 215.25 OUT 4' (E) 10 CLEANOUT W ' RIM ELEV. 228.87 !" CLEANOUT IE 224.8? OUT 4 (N) o p I/ RIM Et EV. 220.1 1 a CLEANOUT • ``' • IE 216.13 OUT 4 (S) Q RIM ELEV. 224.6 0 p IE 216.91 f)UT 8 (E) 'i< d � ;' • r r r.;r� ,.• r 1' �-, •wa . . r romr ra.r 1 r tn�a.��•�•�ri r•� �..r.•r"s s .r sn• i►•pAr __ _ PR ommuft- Q t� NOS r ".? . / I 4.023 1 d OLo ORE C6 0 Lo C14 04 C14 th 04 ?6 I ... CAS C'4 " '��' EXPIRES 6-30-99 ; C $ �_ Lo _ s > �,� .• f � • M M /f/ 7�■�'J OD Cy 6 try �t Q .,.. ci N , N F3 cb N cv Z � N I °� N SCALE. 1 -20 / N P .0 N N N r • ' f - z ''; . . / / x N Q It 22 4"E 4 20 10 0 20 00 A,/ 9 PVC .- =4 ,t► "t"' / N • ' Lf 4� 1 7 N civ - REMOVE EXISTING CLEANOUT . • '�• '� •- � - ` � � 5 21 .� � i AND INSTALL NEW MANHOLE -� � v I 9 VERIFY EXISTING SANITARY A , / 0 Lo c�D ,...T- SEWER PIPE ELEVATION 10 1�' -4 ' ' f• A / ti C0 C14 CN c1q N N N N N I _ • I STORN SEWER z t _•Iter r -i �' °; I.E. 211.76 \ a • np�. ` / (V I i III �-- --- ,T- - - - SANITARY M■sr>� • t . • .. r' '�, , -'^ I x ,-� SEWER M' - •'• / / � c� .__ � x I.E. 209.73 -- I . 1 ., ';,:, ., +fir •`,� .� �-- - E 7. 1 m __._ �.. ..�.��... _._. ._ _.. _._.-ss Y r r !_ 3 s„ a1 '• ` 4"S C»! 8 ( I .0477 77 • f r f.fid ►, .r `.� " V " ,J _ ° / V .. ; 2 I 1 I 212.24 IN 4"S y F '. �. + 1(' /4�r M,•t.Ir• � f i � \ `�• 1 � 9 I • __ - _L- _-_• _. - - _.. _ .. _ I a. ! 8 I y � 7 C5 LL -17 r7k s '�•` _J L : 29.37 -- - R • 229.37 � 226.5 224.0 _ 223.0 220.5 1.E. ►*t ' 4y / 28.87 2 4.75 1.25 UI IN I UIL ING I ®IN 3 :� / / / I � 37 r � 1-5 - -•�-4 --a-3-- 14 1 24 2-3 2-2 2-1 � 3-5 3-4 3-3 3-2 3.1 226.63 224.13 2 9.0 •� 229.5 229.5 4.88 ,� 223.13 221.3 220.63 RFV.-I _-DATES 13Y - 7/ dMjb 4NIM VLLAGE PHASE 136 �I PROJECT NO. ' / ,r i .' •� 5 I B DG. 1 r� DATE I 08/12/199 �r } DESIGNED I J. BUCKMER ENGINEERI F. GARUK CHECKED _ ti .� `� •.,.. ►` r, i ' I' ; SKEET TITLE _ ._... , L n ,two; 4. ,t �• .� jt SM�TA�tY / : f .. - ,. • _ •... _I. ,,,,,,_..... _.-.....: ..�.'..... _.E» .. _. _ .. ...._I-. :.. r•I , I I I ' �' - SHEET NUMKR ...,. --- _''. �_: .i. fifi .-a-�._.._..f...... ._...�..•.....,__._..«... ._.�,,..__-• ._ ___..�._._-..-_. - C5 Ar ' µ Y x Y ;';Li+ ;a a , - 1 : , r 1 r ,. 1 'l_•-^"''t _r:..-i r' -.:..I ..:.- `i. 1 1 '-:, - M P '� .- - '' fi `yf a: .r t,q. ,. ..t .t 11110$W Burro H. � 's ♦ W!Rd �N !' I S ..�, .1 F -S• �- .�I.f I n n .. AA r t 1 r { I $Tf1 i . . r :J ;1 � 00001 r• 1 tl • r : r �•r (, } , �• � ,s'"' � } •: R,:y� •c. t14• � � t 5 !� a 7101 27 r yi ,',�p !�I, ..:: � �' a of` r. �'•._ int' •�+r' r iZ f 4 . .r Y t � r M f .A' E .. y, r 7 3 y 1 i >1 r • I ,^e : , W y. .. ., ,a .. y,• .fir AI : . .. t ,,; ;�^rM.e.np•.;, 'a>r ��'* x".11""' .... _. , r=;.,.�' •rr Ci�I 1 I I VII IIII'+ III 1111 ILI IIII !IL 4 " L EGNB "l1T" I I I 11 1 I I IIII IIIIII lllf lll!I1III IIIIIIIII II I( II IIIIII I IIIII I I III +'+ c � � t p, 10 1 1 12 13 l a Ile 1'7 18 10 O 21 22 23 24 2�' 2e 27 28 20 30 Lo e i 4• y, �r' fq%+ •" yA. ;'.'t,4yF TT h 1 1 :. . -,.,-,r. • -. . „. ..,. .' .} r ��r' :�r�a,icY,' liii {r,'.'it r, ' ` 1` ...:is'.'^9h rr;,. . >..r+ , • ,, 11'{�hf � i+ r rr`,r { t I E • ST WRR A N 2 1.01 0 oo `41. . ORM SEWER 3 4 5 6 Q, cn STORM WATER QUALITY MANHOLE Z ► 1 RIM ELEV. 216.66 C_t�,CH BASINS Q AREA DRAIN p� RIM ELEV. 221.50 " • � � '" ; / � I.E. 211.20 8" INS � S'�ORM SEWER CATCH BASIN � STORM SEWER k00F DRAIN 3 RIM ELEV. 224.50 � � O1 STORM SEWER CATCH BASIN RIM ELEV, 223.1,, RIM ELEV. 219.00 I.E. 219.00 OUT 8 W c I.E. 212.21 12 IN-SE I.E. 220.50 8` N I.E. 217.00 6" N I.E. 215.93 10 OUT E 2 < < • ` r' I.E. 211.00 12" INE (VERIFY RIM ELEV. 217.55 (� CLEAN OUT AREA DRAIN -, Q 2 STORM GATE MANHOLE I.E. 215.05 8` OUT W FRQQF DRAINS O STORM SEWER ROOF DRAIN �'_! Rll; ELEV. 222.90 RIM ELEV, 227.80 0 a "r RIM ELEV. 223.00 I 1 225.8 8' OUT 5 a < RIM ELEV. 216.57 O STORM SEWER CATCH BASIN I.E. 221,00 6" OUT N I.E. 214.93 10 OUT E z _ ..E. 211.59 12" IN W RIM ELEV. 22.0.65 STORM SEWER ROOF DRAIN �� CLEAN OUT ® Art A DRAIN I.E. 212.39 8" OUTS I.E. 218.15 8" OUT W RIM ELEV. 220.28 < STORM SEWER ROOF DRAIN RIM ELEV. 218.50 RIM ELEV. 222,00 Q' • 1�V I.E. 212.46 12" OUT N O3 STORM SEWER CATCH BASIN I.E. 217.50 6" OUT NE RIM ELEV. 223.95 I.E. 214.00 10' OUT E I.E. 220.00 OUT 8" S - (f RIM ELEV. 2.26.00 I.E. 221.00 6' OUT N © CLEAN OUT AREA DRAIN �in m Q X a STORM SEWER MANHOLE C STORM SEWER ROOF DRAIN n I.E. 223.00 8 OUT'N RIM ELEV. 220.60 RIM ELEV. 219.94 °' W O RIM ELEV. 216.96 RIM ELEV. 223.09 �-N-=7OUI I.E. 215.70 8" OUT E I.E. 216.94 OUT 8" N o� E 'I b O I.E. 211.92 8 IN W STORM SEWER CATCH BASIN I.E. 221.00 6 OUT N z I.E. 211.92 8" IN S RIM ELEV. 227.91 1� CLEAN OUT AREA DRAINS Q I.E. 211.92 10` INN I.E. 225.91 8` OUTS 3 STORM SEWER ROOF DRAIN RIM ELEV. 228.30 AREA DRAIN w 3 _ RIM ELEV. 229.00 I.E. 219.66 8" OUT E AREA DRAIN RIM ELEV. 217.90 � a • I.E. 211.72 12" OUT E 05 STORM SEWER CATCH EUISIN I•E. 225.87 6 OUT N RIM ELEV. 219.28 I.E. 216.34 IN 8" S 0 0 G CLEAN OUT STORM SEWER MANHOLE RIM ELEV. 218.65 O1 STORM SEWER ROOF DRAIN RIM ELEV. 224.90 I.E. 216.28 OU1 6" E I.E. 216.14 OUT 8" N , z ` r AREA DRAIN L AREA DRAIN � < RIM ELEV. 21$.40 I.E. 216.15 @" OUT SE ori RIM ELEV. 218.97 I.E.! E217.65 8" OUT E 2 r- �: 13 I.E. 213.35 10' IN W RIM ELEV. 219.00 FLIM ELEV. 216.60 AREA DRAIN I.E. 216 6" OUT NE I.E. 214.28 I.E. 216.50 OUT 8" S I.E. 214.60 OUT 6" E REMOVE EXISTING -``' •�� I.E. 213.15 10' OUTS 1 6. 1 AREA DRAIN AND __` ." ��o` .. """"•� P� CONNECT NEW PIPE L3j - 0. ."'4 F 1 SOU-010 5 65,77 LF 10" 10 � TO MTING. VERIFY _ _ - - -_ _ I.E. 215.71 IN 6 - - - LE_214.68 8 IN LE. 21 IN _ ��,�� IN FG/ / 0 Ir ,. ELEVATION PRICR L1g 60 LF 8- 13 LF 6` -�- -�'- �- '� ��, X4.023 TO CONSTRUCTION 9.32 LF 8 . � •600.4651 S00.619 7 5 y(� �- 7.10 L� 6"tw 0424 ten\ M 7.04 LF 6` I 7.04 LF 6" �I" r� io SO .8338 `'` SO .3864 N SO .3338 t� 1 - -LE. 212.98 6" IN w "� ORMON a' cb N u I' O� Oi l Y 26 12.9 LF 8 AREA DRAIN N N .� \ ,� w • �t - I N SO .3173 �J n.00' "moi N 23.45 L�8" 1 0,111 1.5 LF 6 R GAFtV'� / N ti�N C141 -- ( I EXPIRES 6-30-99 i _ r$ _� IN S �, 38 , N �O , �/ - m +� z c� • � _ a J co I g SCALE 1"=20. N t / 00 N z r,� N I N N �O N N c0 • ui N N Q N N .... uS N �? l _ • CV N ?� j • e,,� / cv CII - - I VJ . . • .. / 1 / • ' (10 C4 001UA u� N TTfrre, •x w / / o ( (64714 N �, i I I - 14.59. I •1 r . `,' , / to N v N N ( I STORM SEWER - A ' N I 1 F I.E. 211.26 n 1 / z I i ,�• 1 r� N t I 1 "+!" '; f'/ f N I I ( I �+.f+u++�++�i► _" 1 !- _! SANITARY .ir.t Ii ti N I I I �--- - ___ . ._ I.E. 209.73 _ ,► 2 . • . I f f 0 •. r ': ' { - _r 10.75 LF 8" - - - v • / . -�_`, 1 --- 1 I , SO .3164 --B.31 LF r•- ►< ✓ � / ' j �` I --- --55 50.2926 1 1 1 r � .�.c• • .. � fir, � : . �` ( I I.E. 21� 5 4" IN1 N � I I.E. 6.17 8' IN S o� I I ` I -- TIS' a^ \ LE. `• 9. 9 8 IN S N ., N.r 1 I �' ' STORM Z -r 216.70 .�... _ _ .• - ' ` '( • �' ` ` _ �_ .F8.87 LF 8' SO 1.206 i I 95. LF 8" SO .02 2 92.30 LF 8" SO .02 8' 04257 Z 14.53 LF 12 COTR I c85 ' S�. A -- • _ r, '� At / LF SOL610 � LE. ?18.41 8' IN `. a Cn 1 0 a I N .68LF8 S100.005 " • 33.33 LF 8 S00.005 I.E. 220.99 J L A M Q r 9.37 6 INE 7.45 LF 12 SOOr.0175 226.37 n 226.5 224.0 123.0 �'� ►.' ,'. �, / / 28.87 1 54 2 4.75 21.2.5 220.5 0 I I IN 1 �` 27 2 LF 8' N 6'x12' WATER QUAUTY VAULT ! t RIM. 218.50 °° 3 � �N� UI IN .0390 I.E. 213.86 8" IN N 1-5 ' 1- 1 - `� !.E. 211.36 8` OUT E 37 ` 2.4 2-3 c-2 2-1 3^5 3-4 3-s 3^2 3-1 SEE DETAIL SKEET C10 226.63 224.13 o; I.E. 256.42 6 IN W 229.5 in 2 9.0 229.5 4.88 223.13 221.3 - 'f 8.63" 10.13' ,A 220.63 14.88' REV. 1 DATE BY 46 -NNNN•. "lli"i'" ! - - _ _ �...Ir��t►a �►Mr •�. . . � ��w• >, ► .:s wta• Is 1 1 ' �� ; VILLAC I r , " _ , - - afir a 36 PROJECT NO. I _ _ r , fPmom I - 'r { 1. I 1 DATE 0511? DESIGNED J. BUCKNER l ; _. � ' _ °'\ - •_.-_ _ � I � `.."""`1-_.. . . , ___ . �; y u!'!' "�'_ N. :. -` � - + _ _ i EM71NE.ER 1 F. Cr�RM�IdRE F / a R>M^- + ' - i `. ..-an .. ..I-.ia ..._. _.l.___. if... ., •' •C. M -1. - 0. f ._ .. lF �InF.HR bi/ IF i ;• ,y + I I'` ' -,,..J-' h M ra: y G •+r ,w., •t 't• r r'� .1 .'5�... s 1. �,�' � :y.,r,,,,•,1l >' 1�1 ,,.- ., `. � ,'7y�{ r' .�„y',r'P +r:•, ' r.• �="M"':' �` .y.. . r�y y1�': �. ..Y.'� `.:�r rlr. � + .. -rP t?r..� ., ; i I _ ; E,'' T .. ,jT,{, #r 1i 1'. M�,>• '.','� .• .;t. .(.. 35 f~:' `1�-- _ � .. .'7': y ,fie s, t•y 'i. I• r• 1 �.'- 1 , ( .._.ir-^ - , .. ;:4 , �:. .'+r,.t 5'. �;1. '�•;.1�. .s1� a .��.�' i• yY . . �.,r� s• -_�rP. .,:� 77Y}rr 7 „e1 r f r . ti ,F sl � A S •,.� +a •. {j ,, � - .......r„•. , d,r .*.a •.-...._-r.-._ ,. ....... ...-_._- --- .,....__ a.... -_._._,. >fy,•�aY6•.�Y ...�').. •x,_. h `�. `t� >,. . t � 1 J ---•�� r�;- . -��,-:..,...:..... ' '�• y� 1 sHfesET nn.E + K' r ! 4r. ,_ •:-.-• _...- i. ,t,.{4 � M• rF M, *Ir .�••'+:' ''n 'r�:+,t �:f- 1�-,, • , • d{ {t 'r,.r `u'i• +'+, '3.;' •r f. 5I i1M A 4' Y�NA ,.N r � - Fir '�' n ,p. may... - F'T• ,�•` ya 1 - •, - Md; ,• ,, � , , A:'�rq�",w. _ ,.' >� ' '" _ .._....,...._ __- ....._._..�....- _ __.^-� SHEET IIN)l�R------- h - Y. .,a., :h. ..... •y.. .. :, _ .1.. _y"_ r^_.^!__ ^V•i�NL -y.,_. .r J... __.- ....1 ...__ t 4• �` ryy]'' t. . . �-. ,.: •: 'N7f7t' ,s'" ^'•'•+. ;..• � _, 1 r ! ._a_.�1 -•r--.•+Nr►1 h n. r ��. I• 'i _ i' 1 11. ... v I l _.V„Y�,.w- � ,. .,jj�.^��(�'..,.,.�j' , ,{��,1j ,1H _ ,. ,•� „ ..r. �• 4 - +-a-a..... �. • .,._.._ .. ..:.M♦ .L-+1. �.....w .+r_..-r. r� 'e -r S. t . l .a... - A..- : •r,, ;.._.' ' -Ir ry 1 .- `IrT. "'1 +,2 r { t ^Y - rky' 'r ! •"I �.!" �' -r 't 1 t " r l ;f 4. rt' , .,_. I 1 , j i - 1 _ L, ', r =` .r��:,t ..a.,;+.:•.. T .! :t. ' �• ri r. a i '�� _ u- r h x. J L t n: I ohm I ftm to ,,, +><. � ' -. 1• :i ,4 ; +, *�! R !. �'• , 14140 SW•B.rrow.Rd. + I F E C' ,. ..,. +- t SIT , X. E - "k• t v . t r 'F , t� t ,� 1 `x +' !. �' 'r: 'u i, I, #. ir �C., • '4 C ... .. .,, .. • v.. y :.. vn r,,. ,, " 1. ri' V. a, ` +;gip(.. 'aLM 'wrrM,T� .1'•• .. ,,.., „ . '. a ,'�•. ..: ., . .. I b:.-,- -,. -. . - 3k,, y Yi `` N I I III I 11 i t1111111 1,t0�1T11 siTlll� Cfh I I I � � 1 I ( ( III I►Iltu uuluu iul�nl 11;111!11 Inlllln ul I n II1�11.1 1!!111111 111111111 IIIIIIIII III 1111! IIII I !I uu I II nnl 2i I I rl I I I A tp�Iw.1c� 10 1I I? 13 14 ID I7 ;A I� eO 21 22 23 94 26 d 27 2!1 2'!i 30 1 w 1�N t 11 tl1, 1 MdMI f ! ole , I:. t r w �y 1- i r..t,_, ..,• t _i ..,,,:t °:9.Ib.7.,c.e4Y.w .0 tt,...n...xr�`;1' _. ... tL.:._:_ rc.•u:el. ....,� k.+a.,.-.. ... .... .. :: .__.,..MS&1..71, .`--• ..L,i._t'+..._ '_,.rc...:_... _.. ....-__..._...__..-_...__s......... .u.-_.........._.Y..__.__._. _...._.__ _ _._„r_... ...._.._ ._... _-..._ .. - -_ ....r....._........ __ _. __ _ _- ____. .,.. ___._._,_.. _. .__..-_-.._..-,._. -_..... ....._.. . c: 7{7` .. y J i, ti i ,J ,. .4 a ,. - r• ! 4 , ♦ r r 4 M ANGLE BOTH ENDS OF FILTER FABRIC ^ �r FENCE TO ASSURE SOIL IS TRAPPED d, M MAY BE USFD SHORT TERM WITH UTILITY WORK AND WITH PHASINv n rn, Z OF DEVELOPMENT INTERLOCKED 2'x2' POSTS 'fid 0 AND ATTACH 'n c F NQTES, 1. THE CONTRACTOR MUST NOTIFY CCSD #1 24 HOURS PRIOR TO o A A FILTER 1. BURY BOTTOM OF FILTER FABRIC 6" BEGINNING CONSTRUCTION. a° FABRIC� VERTICALLY BELOW FINISHED GRADE. Z MATERIAL 2, ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE ,,��: MFLOW 2. 2"x2r FIR, PINE, OR STEEL CURRENT "EROSION PREVENTION AND SEDIMENT CONTROL PLANS TECHNICAL m•,• I � Q FENCE POSTS. GUIDANCE HANDBOOK". EXCEPT AS SPECIFICALLY REQUESTED BY CCSD 01. •, M • t a 3. STICHED LOOPS TO BE• INSTALLED - UPHILL SIDE OF SLOPE. 3. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT _ I 4. COMPACT ALL AREAS OF FILTER FABRIC CONSTITUTE AN APPROVAL OF ANY OTHER PROPOSED PROJECT DESIGN ELEMENT. � Z o CAT PLAN �'- 'r TRENCH. 4. SEDIMENT FENCING SHALL BE INSTALLED ADJACEI` T TO OR DOWN—SLOPE FROM w to M • ?�•_ EXPOSED SOILS AND SHALL BE ORIENTED PRIMARILY ALONG LINES CONTOURING 0 o • FIE SLOPE. SHORT SPURS OF FENCING WILL BE USED WHERE NECESSARY. It � 013 a 5. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE ESC FACILITIES THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS E COMPLETE AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. `c 4 PRQF� , \S,I �I Nf F,`� ,1 6. THE K)UNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY 14,023 I ' " FILTER FABRIC MATERIAL 36" WIDE ROLLS FLAGGED PRIOR TO CONSTRUCTION, DURING THE CONSTRUCTION F-RI00 NO DIST-- t 1 {7' URBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING 0014 SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. iT, 7. THE ESC FACILIT!�S SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION R "AFtW't Jt ' WITH ALL CLEARING AND GRADING ACTIVITIES, �. AND IN SUCH A MANNER AS Tn t INSURE THAT SEDIMENT T r EXPIRES 6--30—fid S E SED EN LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR l 1' VIOLATE APPLICABLE WATER STANDARDS. 1 ' '� •'��''� 8. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM r,EQUIREME:NTS FOR ,� IlQN A_A } THE ANTICIPATED SITE CONDITIONS, DURING THE CONSTRUCTION PERIOD, THESE Cy 1 ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR EXPECTED STORM EVENTS AND TP ENSURE THAT SEDIMENT LADEN WATER DOES NOT LEAVE THE SITE. 6' MAX. ----- A�F�,AI/V � �►� 9. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND sI MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 10. STABILIZED CONSTRUCT.IN ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONST i-UCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED ARE KEPT CLEAN FOR ` SEDIMENT FENCE • THE DURATION OF TIME PROJECT. I NOT TO SCALE SCALD NTS 11. ,HE ESC I=ACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A >- MINIMUM CF ONCE A MONTH OR WITHIN 48 HOURS FOLLOWING A STORM EVENT. 12. ALL CATCH BASINS, MANHOLES, AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT—LADEN WATER �• j INTO THE DOWNSTREAM SYSTEM. 13. AFTER NOVEMBER 1 ALL BARE SOIL SHALL BE RE'-SEEDED, COVERED WITH AN NOTE. APPROPRIATE EROSION CONTROL. BLANKET, AND FERTILIZED. WHERE RAPID ! STAKING OF BAGS ME 8E I REQUIRED USING (e)1r X 20 GERMINATION IS REQUIRED USE THE ANNUAL RYGRASS BLEND AS RECOMMENDED WOOD STAKES OR APPROVED IN THE "TECHNICAL GUIDANCE HANDBOOKft. � ? EQUAL PER BAG. �, d V 14. ANY IN—STREAM WORK SHALL BE SCHEDULED IN STRICT ACCORDANCE WITH SPECIFIC � 1 ��FS LOCAL REQUIREMENTS OF THE DIVISION OF STATE LANDS, AND OREGON DEPARTMENT a * RE r OF FISH AND WILDLIFE. ►� 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE HYDROSEED ARLAS UNTIL VEGETATION ON THEM IS ESTABLISHED. ANY ADDITIONAL Merr ;. HYDROSEEDING NECESSARY FOR VEGETATION SHALL BE DONE 471 rRY THE CONTRACTOR. DUST SHALL BE CONTROLLED IN THE �, •1d Q , DEVELOPMENT DURING CONSTRUCTION AND SHALL NOT BE PERMITTED TO 4 vp DRIFT ONTO ADJACENT PROPERTIES. + + y } REV. - DATE I BY a .+r R-25' MIN. CLEJw Jnr MM Oft 2~-MINUS GRAVEL I p VJBQPXE AtWOORCEMENT + `� 0601ERTILE• AS REQ.IEM 4 ~, \ s!r PROJECT N0. Rr OVERLAP Ole w ="w' ,r: •_; #�r „!, ;.: PINT 'A' jr�Fl POINT r0' S _DATE I 0�1 �9 .. t, DES1GW.0 J. BUCKNER r �P � , � -J Vii; p a °�' ' �'J,.. tY• .�', 71 _++.• _r ,' , � «` 4 a j� --+�+rw.tiw ENGINEER1 F. GMgWIRE $r. NOTE: T A._. • > � CHECKED s , V , POINT 'A' MUST BE ;;= �, , �, w� to"g' �;,, t. y A MINIMUM OF 6 r '�">Y , . X75 �r, t ;. �. .. :� .r.ld. N v . '•5' r' �' •a!• T ri,� :�i: iR'y .r ., U{• _ ' ' S S'). '.r•` i.,dDI-ll� Ah POINT a t1 a (I 9Y1 I 1 +r • � Tn► r r � E TLE. T � A w W 0 , .y' :' it k it pk-" �' .. • 9= '.ti.� l' ,.> k - c, EROS, "TM r .e �y X. , , •e+' F yI' • 'r '.t�V'' = t•- VR Id �J N .. —....w—..i► tTV:" veil '' SHEI:�` I�R 'Llt • F.1 , .L •,y; .a,'r1St *' , _! ••~ f i+ .�. yP�' I. a •:., _,.. _. Ka :.R tet' , '"♦ 1 - 'y yr.. } •�'�R ITE(;MQN 114A ,YSCALD NTS 1 f, - ,,• � „4•. ,. ♦`�� '�!`.�t . .. •• .�h �: 1 y t 4. a bi ■1 w •4. rl '►f A. .Ja► '1 I .e •^t '.:.'►.' .hi .4, K ���'�:7���N' .•� �Y' ''ti:�'. �, rr�: ,r •� ^A. '.«t ,�. ,, '�Ir1" '!'•� K rpt j 4' ' 1 , 1 '10SW �, �,'. :. ROYVL Rd. '..�, r•rr , J, �. � r R _, ,�y,; •._.d .�t,:.l� i t, y �' y ,, , ., 31T99-0000 r r y r r ,. ♦.V Q j t1 ., J 1 k t �• �j• J of 27 � J :( 1 i r i t. r , t t J , ;:, ',.a F -'au .. i. Yl`�i,!•. :. ,. , .. .. .... ..H r..r 5"y.'�1I .., .:. y .. �.. Y;�. .,$+tI ... �Q ,. ,`:. :.V!'. .. ..., .+:'«[� .. - �Y Y.'�!' .. .n. :.. '•.L Ir .'�.. • . wi"AR ..- ... -. .-,. - .)� ...... .--....-- .. ..... .:.w.•,w.�•I�.1lMw�.A!0^'m+.•rrMl /T: ..k,�MOI . III! IIIIII{ I 1 II Ililliltltl II, ( IIII I . ,,„.• . , ..� ; ., :• w,.., ,. , I I 1 I I 1 71071, 1Can towI I II ti I1 I I t IIIIb III( I I.. IL i �II III I 11_ 111111 I III IIII 111 t, I Ili'�11 I IIll�t O II 2II? Q It I I2I I0III I II3II 4 is 17 leI0: Zfl _ e; _ 1'. l •Y ; y •�t i 59 OUTLET PIPE GENER& NOTE&NOTES .. - - OUTLET PIPE �ERAL NOTES, t' 14 1. BASIN SHALL BC OONTIN SLY WELDED. SIDES 1. BASIN SHALL BE CONTINUOUSLY WELDED. SIDES SS�� 1+- .. SIZE AS SPECCIIFRIED PE a Ac BOTTOM SHALL BE ESU MIEU)EU OR MEMBERS Ac BOTTOM SHALL BE BUTT WELDED OR MEMBERS • MAY BE OVERSIZED & FILLET WML 0. - MAY BE OVERSIZED O FILLET WELDED. Z _ "- Z. ASPHALT COAT OR GALVANIZE ALL 3"ACES 2. ASPHALT COAT OR GALVANIZE ALL SURFACES Of CATCH BASIN AND CLf/►N OUT. r OF CATCH BASIN AND CLEAN OUT. BREAK SHARP CORNERS AFTER WELDING. l BREAK SHARP CORNERS AFTER WELDING. 4. APPROVED DRAINAGE AREA (SOUARE FEET): 4. APPROVED DRAINAGE AREA (SQUARE FEET). � rn 6' OUTLET PIPE (1 Q.000 $.F.) _ N 6' 04J TLET PIPE (10.000 S.F.) I S- OULET PIPE (21,500 fi f �`- 9. OULET POPE (21,500.S.F.) PLANT fAEIRIC.4TED AND SM O Z Q 5. ANY SUBSTITi1T10N REQII�T OF CATCH BASIN PL, d � 5. ANY SUBSTITUTION RE(X1EST OF CATCH BASIN F FIELD SEWERS EXISTING SErIIERS 3 � 150 X 15' 3/16' X 1 1/4' B.B. COVERS SHALL BE ACCOMPANIED BY CALCULATIONS LYNCH STANDARD CAST IRON GRATE COVERS SHALL BE ACCOMPANIED BY CALCUI.,, TIONS AND NEW SEWERS LARGER THAN ta'. BACKFILL 2X4 W I'1 BAR GRATING, WITH CROSS BARS 4 O.C. CALCULATIONS (STAMPED 8Y AN OREGON (2 THICK - RATED 12.000 LBS.) OR CALCULATIONS (STAMPED BY AN OREGON AGAINST PLUG TO • REGISTERED PROFESSIONAL. ENGINEER LYNCH EXTRA HEAVY DUTY CAST IRON REGISTERED PROFESS O NAL ENGINEER PREVENT PLUG O �'% 'n DEPTH TO MATCH DEPTH TO MATCH p� �� BLOWOFF & SECURE 6. ALL ALTERNATE CATCH BASIN GRATES SHALL BE GRATE (2 3/4 THICK - RATED 20,000 6, ALL ALTERNATE C�1T(31 BASIN CRAZES SHALL BE L 2X4 IN PLACE WITH GRATE DEPTH GRATE DEPTH LBS, A5 SPECIFIED ON PLAN OR EQUAL' APPROVED BY THE OREGON STATE PLUMBING APPROVED 8Y THE UREGON STATE PLUMBING ) TRENCH BACKFlIl. CENTERLINE OF HINGE BOARD, SUBMIT CERTIFICATION LETTER. . ,� CENTERLINE OF HINGE BOARD. SUBMIT CERTIFICATION LETTER. $EWL�R MAIL - -- ((�ttA1E 6 1/2' INGE - 12 GA. STAINLESS 2"W-0/4' 'Idw �i 3 �2-�\ INGE - 12 GA. STAINLESS GRATE /4' ANGLE 3 1/2" 3'x1 4' (TYP.) ` 2- STEEL, 2 1/20 OPEN W/1/2- r _ 2" STEEL.. 2 1/2. OPEN W/1/2' _ �E P � NJ KNUCKLE. 10' LONG WITH 1/4' 4 x IDE (TYP.) 1'-0 KNUCKLE. 10' LONG WITH 1/4' SURFACE 12" ABOVE SURFACE VSA I 4 PIN (FASTEN WITH 6 O 1/4- PIN (FASTEN WITH 6 O 1/4 - � 14.023 L SIk 5TH. STL. BOLT'S) � �� STN. Sn. BOLTS) r ALL MINIMUM SLOPE FOR 1 3 16 DIS 1 6! PIPE - 0.010, FOR • 3 16'� _ 12 - r 3 16'� 4' PIPE - 0.020. `4 r •�� • R. � ' • 12 --� � 3 CEN T. � 3 CEN.- g` SEE CLEANOUT r 7• 7• $ MAGNETIC TAPE S�K� CONNECTION GA 3 EXPIRES 6-30-99 1/4' PLATE (TYP.) :► 1/4 PLATE (TVP.) - J GREEN W� BLACK LETTERS (WASTEWATER) S10E3 AND BOTTOM '- 3" — SIDES ANO BOTTOM �6: 2 -0 3• —'T GREEN W% BUCK LETTERS STORM DRAIN) - • 9. 9' --PLUG 10 GA. SHEET TFALL _L 10 GA. SHEET TFALL I METAL (TYP.) DIAM. METAL (TYP.) SAM. c �--- 12'/--'-� c c 6- s�cnaN�—c �-- 2'-0 1/2'50. --� c C e- SEcnoN c-c • .' 344" -- 0 PIPE ZONE MATERIAL FI IEVATIM (�') 3 16 FI c--=V• ( ')>73 ,6 �• A5 SPECIFIED F-ANOUTSUPPORT TEE WITH rl�"-" � c�i DING GJ2AVEL MINIMUM 20" W16E �.EYAl10N LMH TYPE AREA DRAIN SYPHON CATCH BASIN BUILDING SEWER SCALE, NTS SCALE, NTS SCALE: NTS li U I h N O � 1 Z NOTE: Li THIS TWE OF MANHOLE SHALL 0 K USED ONLY FOR PINE SIZE } OUT OF of 24' OR LESS. STREET AREA STREET AREA iRmu1� �►��. J SAV IRON STANDARD MANHOLE g•.-- FRI111E ! COVER GRADE RINGFiNSH OR" F %ikll �STTNG /SECTION4" MIN, A A 9S COMPACTION T - 1d0 / MSN SEWER u '`� "•• r'-0 CRUSHED ROCK / + WATERTIGHT PIPE PLUG r LOCATE MANHOLE. COVER NOTES; • •. / / t� AOF AT ND FRA . CONCWTE SHALL ATTAIN A MOM" ME T� IN MADTH LEDGE 1 CCAVWSSIVE STRENGTH OF 3000 P.S.I. • VIDE 3/4--0 FOR A / MATCHED FINISHED GRADE OF STREET IN 26 DAYS +� . ' ,OF 6- AROUND VARIABLE CAST IRAN COVER AKO FR 8-+ • " " 90% COMPACTWl� T - 1s0 / / (SEE STANDARD P1JW� 2. PER IL SWM M00 COUNTY STANDARD 3/4"-0 CRUS11EG ROCK / —_ ^�_�- SFT �tN EM DETAIL Swnl oGo� REv. I DATE I BY ING GROUT MAXIMUM 27' FROM ECCENTRIC �.. — - MANHOLE 7-1/2- TO -1/2 I 1 ' i j • � TOP OF iMSI STEP " . •. • N TO TOP OF CASTIiNO PWORUM �� t ' • ~ . 3/4--Q CRUSHED PIPE ZONE N M '' PLASTWc: L. _— ^� \ • •• ROCK � G STANDARD 46' IpAS!(ET 30' - • MANH= RISER ` ►. •, 46• FOR PIPE �„_ EUNDISTUIISED BOTTOM .1 all ----'-'-- 24' OR LESS _ _ :..v p • `, . 3/4' CRUSHED BIT NG 60' "M FIPE -'`� COMPACTED ® ♦ + = i -___._I___ W, �'y 1 R r t' �•. \ f i� .�, • •• ROCK ZT' OR LAItIoERROM 12- FOR CONCRETE PIPE S. O. 3/4--0 .'+ •" . •• PROJECT N 1. 13 AWMST CURD, Fill ROCK TO DATE i 01/1 INil SAC OF S/W. ,• a .�►; — ^ �•" 1 ENCASED MIME 3/4'-0 CRUSHELI ROCK '�. 1S NOT AQAINST CURS, FILL ROCK p� --�,o„ r ;• r: wl FX AM REIN DESIGNED I J. BUCKNEI? +4 2' NIIR�'K FROM CUBO. a YEIt=X OISTMNN ' y ,' ENGINEER F fi MIR£ wvdtT T+0 IrIvMWRT Or MINIM,IIr �It! �ItT►'i�la��tl�'�/) CHECKED I �� -, '. . ''}; r � _ ... , .\ ♦ } I. P.T, •Y r` .M ',9„{ rt"�� '` 1 'r-t. A f •'f ,.. • + —V � 1 i v. : r, 9AAa)ARD tITCH INJ�f` :t, SACry, N18I EE t TITLE g L .1 r.L 1 is A , •A CLEAW' . .'•�.. t Y �L. Z •f,1 ,�.�i"'-'.t '� , - �� -y y v P. _ f• Y r LM' T T9 •'T �y r � 1 n,. p 1♦ �. r g y� f+ 2 fl i J ••Z' N Y c . pp �i 1M ,7!• p » R i b. 1 •..- .t Cd.,;'K' ;,, ,..0 .r !1�'P'r '. t ,, .Zy.. - .i• i r�' -,p .o .. :� 4 :• '..� ,,. �t. H. $rii S ,M • ,�. �} ,�-R74ti' 1^ "i'v .yt. r' -� ,'c "9 " - . ,, :�' . > , • ,' .. ' ., : . � :� � .'' r �.�.pt�' ,� �.,., ��,� SHEET NU1A6�E�R ,.-L. , :. y ,�, �" ;. 'i a .. # , fK{ _. .. .• }, P • ...,.� -q• . k ♦-^• .I'• r �,', . 1'.v.•J� 7•;1 .. ,!y t yY , j' 7 M'r' , , . �, *;Fh '/'a'- ,.- .: - a ," � Y>�: , �-> •,p � , ,,,7 1 .. _. ,,�{ , ;.r .. + .. ''.. ', - /.: 1. •'117.. r{q '1'^ ...♦ 1+ :.y. tJ R � 'q , : t�'i't" F 'r } /' vlr i r• ,M'. �- . d , .'i. "�'yyy- 'q 1 �.: K S i :+: r 1{,'� +' .1 .J : ce '�. I•' r l jk­ 'I f yt Y' rt: 1 f' l M f y. I h F I , , r • , K W, T' I , `IVr r , X1414 S Borrows Rd. ~ 9-01100 s , 1 � y 1, 4'R'ii 1 2T k 21 of „'pe . n y, b 9i: � ter•. Y. X. h r`' , 'Lw .� 1 J M / i i' a 's , y ,, eF • • jy. •N 4 a NMy�fy4Y'9d1t/ a .. ... -. ,:_,.. � ..,. .• }.. � - 1 Y�• - .it •...9.o- ,. . , _. � ,T� �'m II � }� I iIIIIII.I 11 ,III i I III I I I!I III illllll VIII+IIIIIIIII�IIII IIII�IIillllll�lllllll Illlltlll I I III I IIIIII IIIIII III) 10■ r11M A 1 11 IR I 14 st3 Zt�! Q7 !!1 tp SO 2"� 11'"i twLi1j.11 i hfifibi di Li I Tot t ,M c 1 c >S 1 -,ruh 1a''i,�::i. }j.', - .. ,.':',3.. ....1.:... A:1 t�'r f I . -•f�Ru�-f'_ `[l,+t r `'18' .,r MY y�« X: f?�`, « ;e ,',• j ri 2' .v '�' r ♦ ' r' RUBBER GASKET 01 HOLES PRECAST OR BORED I FLAT TOP ° � QqR� M (OPTIONAL) 4 ' SPACED STEPS 2" CENTER TO CENTERY z c a • r �� 12- NOTE:.• •- INA gm MANN STEPS MUST k TIGHT AND FIRMLY CX [>D EM9EED. THEY MUST 0 MEET THE ASTM r-SEE BOLT-DOWN � LL ! . , TEST FW WITHSTANGING PLIWNG OUT. DETAIL_ t Q--- -�-- d� A A B B Z a 4 ' 'COTES: •! '�•. �' MN#W DESIGN TO CONFORM �: MANHOLE M11 ASTM C-478 AND WALL m w� am GA90 DRAWING NO. 010-ST 7rnrn I / a MAw�oIE . cONNECT1oN --- — b TO BE A LOK TYPE OR EQUAL ! �� ' •� �' - o � z PR ASTM C-923 OR NON- uj -W DIA. SHRINIKING MT —AftY MN T C-RIMSR TM C-433so -STEPS RiEQ11WD ON FLAT TOP 3-3 B" FOR �' 01 MANHOLES OVER 4 DEEP 13" CC 51L�APS rir 46 SAFETY + 24" - GALVANIZED STEP " 7 OR 24 3/4" r �• � 25" 3/4 /8r RUIM GASKET FLAT TOP —� • V�•p PRa`F M_ "48 _ RQiORr�lrE1T a c ����h�yG I NE • STANM MAHRUE RAT TOP 6" " A- 14.023 • REINFORCEMENT /3 01 4r t. 1 / �1/2" ,.,.. � t . l _ s/8 caoN -y-i gT�ON �-Q BAR AROUND OUTSIDE OF OF4'IMIG 23 ;� SEE O�GONALS BOTH SIDES OF OPENNiG HOLT DOWN ;m 6 O.C- 90TH (NAYS � 30 3 4 DETAIL - It? GA r 3/ -'A 1 1 j4r 0.D. EXPIRES 6-30-99 1 7/16" +' MATERIALS: SEKWNS GALVANIZED: S. 32 THICK EL WASHER — • '�'>.►.••.0: .•� 4 .� � .:A•�.a;, 5/6(3/4" DIA GALVANIZED DEFORMED REINFOFtCiNG BAR. " ••4 '.' EINFOOPPCING AR CONFORMING WITH ASTM A-615 GRADE 40. l GALVM'ZED CONFORMING WITH ASTM A-123. 0 cm MUSTPLAS�IGONFORM N IH ASTM C-478. 7/$" 1 2 FLAT TOP MANHOLE STEEL REINFORCING BAR MINIMUN 1/2- GRADE 60. MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED 1/2"-13 N.C. X 1 1/8-- _ SCALE: NTS WITH INJECTION MOLDED COPOLYMER POLYPROPYLENE HEX HEAD STAINLESS STEEL , MATH SERRATED SURFACES. 3 REQ'D SCREW. 3/4"COVER. 3/4" -FLAT RUBBER • CLASS "C" ASPHALT CONCRETE WASHER MANHOLE- STEPS �,tllT�OMiN BASE ROCK SCALE: NTS z 3 O 0 O p O O O -T. " NOTE: COVER AND FRAME SHALL BE OF GRAY CAST IRON A.S.T M. A-'48 CLASSS 30. 1GO0000p ppo pO00a OpvO 0 ( 2 3/4--0- LEVELING COURSE ON A A 000004000nnL0000000000 000 6" 1 1/2"-0" BASE ROCK v WATERTIGHT M INLET t OUTLET - _ ANHOLE z NATIVE COMPACTED MATERIAL �, PAf�(j FRAME AND COVER } r � a 1. NATIVE MATERIAL SHALL. BE PLACED IN MAXIMUM 12" LIFTS MEASURED '• BESCALE: NTS FOK COMPACTING AND THEN MACHINE COMPAUTED TO ACHIEVE 90X DENSITY WNEN TESTI'�t3 IN ACCORDANCE MATH ASSHTO STANDARD METHOD - T-180 METWOD A IN STREET AREAS GULL DEPTH ROCK BACKFILL REQUIREU. PLAN COMPACT SUBGRAUE TO 9574 T-186. 2. BASE ROCK 1 1/2""-O" OR 2"-O 10" DEPTH PER OSHD SUOISECTION 903.07. COMFAICTED TQ 9;R MAXIMUM DRY DENSITY AS DETERMINED BY T-IjO MATH 2" OF 3/4 -0 I.IVELINE COURSE. 3r ASPHALT CONCRETE SHALL BE 3" OF A/C PLACED IN TWO LIFTS AND CONSTRUCTED IN ACCORDANCE WITH OSHD SECTION 403• USE TYPE AC-13 ASPHALT CEMENT. STEP 4. APPLY TACK COAT TO EDGES OF EXISTING ASPHALT OR CONCRETE STRUCTURES OR PAVEMENTS IN CONTACT MATH NEW PAVEMENT. 12" \ STA �39ITE PAVEMENT SECTION REMOVABLE WATERTIGHT CAP SICALL NTS REV. 1 RATE I BY r f- —PLASTIC OR DUCTILE IKON r I L { � •� INLET ��-- •02 FT � FLOW CC►'ICRETE' RIBBON CURB � I OUTLET j ,� ,�3" g" CLASS C ASPHALT CONCRETE I I E 112 ROUND R" ASPHALT CONCRETE CURB 1 •• -�� SECURE TO MH WALL WITH 12" BASE R(}!.'K CLASS "C" MACHINE PLACED STAINLESS STEEL BANDS 1 EPDXY (MIN 2" VIDE) AND , , c/► SUBMIT TYPE FOR REVIEW 1/2- BOLTS f PROJECT NO. L 10• MH DIA TO BE DETERMINED BY X�,:1� 2" 3/4"-0" LEVELING COURSE )N � � a' � � , < < E��'{� `� � _ { SIZE OF OUTLET PIPE ♦ 6" 1 1/2"-0" BASE ROCK _ 0 O A ' '! tj0 36" MIN 4 -21PIPE 80DIA MH :At r. P 24" PIPE MH GATE 1 05112199 t: DIA TO BE DESIGNED iFMAX SUMP DEPTH 5' DESIGNED I J. 9UCKl ,�,;0,, r• S r _EN_CINEER I . '� . - :• �' t. M ' - - G�IIRMIIRf' °,� t • 2..: g^A`i. yJ. ib" t' �� j.1 .� r:! ► . 5 i, y •4 , ♦ r 1; " �` �r -1f;; '",}'«.. k�'.•�.•hpr:,�.1,." L. r•,.,.+.c.' ,pF . N�,�► •d,�. e� ::"�,.K,6r' ' iT ..,.► .,,51 ~': • r ° ,♦ ♦ . ,"A♦' •e ,._p.► , , ---i 1 ' F► '�, �• , ' T , . h � � r. ' CHECKED +v • TSUMP VOLUMEREQIJh1tM'rlrS NATIVE COMPACTED MATERIAL SINGLE FAMII_Y RESi;"71!A. oF IE rAMB APO WLTTEN91ALIUEO ON PRkbit-GF -MA . MULTI FAMILY RESD�N�� � '(�IAC� rSHEET Ti T�I- E- � r � ° . ' COMMERCL" tf _. �5s � �� NOft, SECTION AA M4 TAILS 1 NC �c r + , _ .`l. ,4 'FI !�� "•, .4., < i y - - - - - - ...A N CUru;p SKE OU BEER �• dBBO e% r- ? .jj u, r �. yf z M 1{ P r .. WAIM INN. .. SCAIfi �t - • AIM MA •rr•rr•a i .[ bra• C9 • f P Jt S 'Y r 4 _ • LL S, NLt a' P, - - ' 1: 14140 SW Barrowq Rd. �_ v k,. x r r•, 99 SIT -00001 41 iv T t [D of 27 t t♦ k :� ` .1 .i. S i ,r• 'r , , 1 - ` Iy y : I. f4� P'9. S, •! :; .•• f r 4 ..}. ,.,'4.. �� t,, rR�l 1. .+� i « , w G" W i4 :} ,M e , c 4W a���'� 'k.+ •ltx6irW6K,WpIYp1Woom I �' ILI I � • , WON , 1 Ali I 1 I i un,nn u i nii� 1 ili,l �IIi In I ung iu�ul!� ni �ni�unlii iii uIi iii iu. 101111111111111111111 Ini r± I 14 18 17 Is 19 20 21 2 23 24 25 28 27 28 29 30 y� I0 I IQ 19 ,2 � ' x J t o 'n. ,, r w �'�1 s. « .• a 2 s • i + Y 1'77,• - 4. r , VFW •W. u : .,. - 'wm: ,' ...w,.+^ '. - - _ _ ,mow• a, , , �r !n k v r x. �f({iv1 z• Y. ok It ff r, • I • v '�,•; +it �� , frtr � ,,• 14.'39• .' }I ~ � •';�°� N � a. �. '• • •� PRECAST STORMFILTER DATA _ _._ -- I ' t•.'. " DESIGN WATER -�� (� I ! __ ` -J --.. .._ _. . ? `, •,- -- 1 QUALITY FLOW cfs 0.09 CFS C � PEAK FLOW cf� 1.62 CFS rn 0 • Z - -�� 10.15 LF 8"-. '' ' � RETURN PERIOD OF PEAK FLOW 25 YRS. o SO .3064 8.51 LF R10- SGL2926 ADIAL FLOW CARTRIDGES 3 _ _ PRECAST STORMFILTEI� SIZE 8X 12 -6 o _ -_=._ - ._ t AMIVAYVON Q = - RIM ELEVATION - 18.'� ___ � ' �•- ---t'"` ~ ` STORM SEWER PIP EFORE In-Ouf = 2.3' Min. I.E._ MATERW- ' uiAMETER a _1�005 8- CONSTRUCTION , -_ __.._ INLET PIPE 1 213.86 PVC INLET PIPE 2 214.89 PVC 8 t a g 5 8` �'• , ' • " OUTLET PIPE 211.36 . PVC 80 "� • 7.58 LF 8 2' 1----7.1.8.5-_ E I S00.005 n FLOW Z o • 33-33 LF 8' SOO.005 0 aZ .r . 2.23.0 0 7.45 LF 8` SOO.005 f � _?1�-� \4 a .11$,� W In to 1.25 220.5 0 I.E. 208.00 D U) U w N 6'x12' WATER QUALITY VAULT ADJUSTABLE LID YES ONO o UI ��� � 62 LF S - RIM. 218.50 • - 0390 I.E. 213.86 8w IN N I.E. 211.36 8` OUT E 37 3 DOOR OPENING DIRECTION: FACING 3-5 3-4 3-3 3-2 3-1 SEE DETAIL SHEET CIO - DOWNSTREAM - SEE FIGURE ABOVE 1 TO 2 PRq� ai I.F. 210.42 6" IN W EXAMPLE: '2 TO 1= !?R 'I TO 2.' �5�� uC 1 NfF ff� 223.13 221.3 720 63 USE 'N/A' FOR METAL GRATE). �P 14.023 1 H-20 TRAFFIC RATED UD YES N LADDER E /NO �r28, \ A - AAI CARS WATER ORALITY ASSEMBLY PLAN VIEW (USE N A IF NOT REQUIRED) N A N A EXPIRES 6-30-99 SCALE !" 0 20' GENERAL woTlrs: N wll �►MIeMt�f* iow o�l�i� M91C OPEid►T10N3 aNJ�f4'ElyAlwlt;£ GlaloQ.tiNES '- I-) $Mft = 1W >s1110liiMMTE6t lMIIItf1 NWS ,samLAm 011[00 61 (503-240-3=) to Imm•w U�MMI► t >M M,A>MLMI4 AM tTa as Aa 1MIMILIMr AMMO IrlMata6twoc tltplMlq MMIIw.RtIIM a An MMttt7NIL as Mwt>�tft W !a T:M 11EOUlAR !IAlRIIIMAIIOE 141D°!k TO OFUIUILMI AID r1lOf1ENA610E iMMitL f06t ��� /rM�1� • y 61~1111111110 OOI�6ZM1 N OIIdR aR A 1MpM 1 1 pl am OQUAI f AL UM Lr ML d f�L wRlr 411mu 1 m W � Miff 00I001mR VMdx.T GAt1A1MlCIED W Af)OOIE1MIt'IE MMTN t�'111 066[ a VLft POM Alm OWA 1'lla1M I N 011"3 roo OEAdxa NATES: . W' Il�t 001!1/m 10 K 1R'Y /r �M M OF MWI. FE�a't0 OR E1M0lQTt dAM011� ADeN3STABlE � • la w�-aR asUllOr IMAM=eMl�wlol�N AMM Wjff MMMI$#a om � � tt flaw 'no �1� �61�t pa wa<T o6roa►�1oNaa ar�1►,-+oee �.lo awa of c�rnlooes. � a ��,00lc ouA�o11t eNlnit 1�1an1 boYw >tl6.ra o1* Facet As s1owL �J Iul■16t 6m w"ro W a6 W moi OF rA. �a6�1�e A"OPM NLAOT MMDTM AND 6#�6Pr D61ENlI�' i� 1�R sm SLI.10 m f�w w smum T am co y 1Mnm W AtIMM1MMIw1 mW Wm. y OT m)a,+ eA"'IOr F)+rt "ILET 'rE Z o. HYDROLOGY DATA 1[ VAULT f v. • TYPE 1 A LOW FLOW OUTLET PIPE 2.0 V) 1 w iNL.t:T SAY 96 • 6 Mt. J A MST PIPE OF PDX 1.62 + #"� ( ( 25 (1TY amm) THE STORIIIGATE"= SECTION VIEW FLOW do PUOw , o z ti0ML. FLT.S 10 LAW FUM 0,00 T THE STORM�:�TE n ( LAOfIER �TYP! ( .• TOP UNIT "' DATA fjr ! q,D0Q1s 61lJI0 ON Wm AT PVJt nAV Ofs (91r O,4EIl6 dYFM FLrON� ---- 9 J SletMlort! Cost Lrwt Frons glt0 �`�' "" OUTLET PPE am ayallobM In a I.E Id1 c� 3*suMtrbort att� T Sta wart PIPE , 21 i.>� ' } �" ~ ENETtetY O�IPATER (TYP') �r* 1 Stf P arm WEIR WALL MITT" PIPE 2 N1 .JO PVC MIA `IyI r • , ,' X 4' SUMP 2' x 2' ANGLE AND OROUT IN Plot Top k6offse a wKh PIPE Prof 12,011 PVC ' • ' - ' ALL AIt0Uie10 U0� OM11Arrd in slob. T6f1N { • .•• • .• •• .• • .•.' _ • .•' r,' _• ' PLACE BOTM I a1iDot.°�trr) PM�E rtweilFVL,p (TY►) 6 CARTRIDGES ONLYI TueE ORIf110E � c - 042 C� � fpx)�' PRECAST STORM�'IITER"- PIAN MEW 9 " v; -I ._.. SCALID N.T.11 C 10 �\ MOstic S" WU OrNA 216.00 J L__.� WTED MSM CALCtxA F•� neIL.ET °IPE LOW FLOW � �• • a 2 c - s L - ao rxITL.F.T PPE • KEYLOCK r10l11T I.E MEAD re • cxlr-•OFF vA1.vE r. WTTM ORIFICE PLATE t, RE V. 1 DATE I BY PUO Daae D Tfi1 M I9us" LID mv) TH�STQ�tM�.ATE - PLAN ViEW � �� _ _ _ _ f�, •-� J `'.,_,, scim ILIA C 10 awl ffmmm ,e � aew�wnt tIAM be= A7Y 10orr+. M Fiee,rewt 1• I • M (Mwnbwr TO t�OitM TT ti 02300 or f �r�, red M004 r M w b"A able s to t?atonwuleer fW Ergl'W*ew apprVA0. ,w✓ww mom T 1601LANT (Y" J 6'I�� II�NM �• i1N iN1 cured J/ ) FLOW yM1EA0E61 (T11r) is Flow Wr aompormfit �t1M airs nM ad1eR HMIIw M•dlr» -- i MIN .+6AL ff A WR" if SEJWW "UM A$0 llw hA arf�pa•.Aw ws Nlix+w,*�Mr Y.rwsw�mnt San IW 0. WA-ftM wIMM M TM ((0)� MM WOMWa of �u/♦ � � wrsww�b M>Y I ' +, CMil tTYP) • SFJMANT AFTER FpefAl AOiMISMImNT pmt„ pier OR MrNIt�Awei sib-vett W�w�wtMw "Nots+w�nswe � I R mom am b ""Art tAwd w/ rom h+ 111ommor !0 ai wrst eptmyrw 1MwMMM rww>tx Mlw i�OsgwwweL wW'd'eM rwlt M nNwwl !• •rN M1AMw'11 wOpw'•i. �� I . I _ � sAM nowt Atltlo 017�M4 A M►w'A >Mi N 3�/e Mnb wO�uw wak{!R wnMwNw�• or w a�w�liw .�•r _ (~ PYt: ptpt•�r Ai rMwwr p� p�►9 srd /r�afa •T ' NOME: LE. 11 IX OW • 2Z 1/1. o► 7�Od.V*M IW b awNe.Lw wl ftC slw dddm 4W wlw/t �d � w 11 Ww" tw%nft,r apwdllnrrrr IwM'� ILw1711M1 4, F 1M MbnrtOptri•sdn one be wmkiorw w 4 M fr% plmb. w/ . Y _. stew[ at pMe0ns1 OOMpWTj �Niwabt PROJECT NO. + "h • • ! e1l(rw are 1e.1MA w resUrsi awtMrlb d t IMA Mlr m ov" plpwe 1b h '1W b*~ erli t ; j•. .•. r •wr A�M1ee pmu W" b wMMMeMi of p" ow Worm w w9•sL LZ WC-4MW aatMWIL twulT OOI0e01BfR N am" aIIilMrw�be vow a»•I PW Will "W MAW pre* v� :• '�hL �► �. - •lum MULL (IYP) ) A lrewa! 4laewnMw wt11 b NUIMe fiAlw drlM M aft b � of SCRO �+) pnrteiww aMa.� a CtTM. tpwpL wdwi i as�'0ltownw amft"L fMMM b ..ww DATE i ' t �. . P'RrT'IrSr wAu 00 NOR EIMM S.0 FT-L% TOlA1L1LJE Alt 4.te+t Mrdatk tlheas b 8M„w.• wps t l,L w ee bel♦. bm d1�R r k ,. c1wa..r a�-fat .. DESIGNED I J. BU(�INER x` k x1 PRECAST STORIMF'ILTER -- >!.16 aoten,trlam tutor!m 0001FOAN" as vmvW 4 ��` w -....�.. ..- _ SECTION A-A ; �I0KL KIrs C? "' THE ST '" A oaw+b pw,seia. rot sfr«re 1b p+-,,,► +.wIwM.� +wwh *++ �w i w..�f w+t+ i� EN%ANEER I F GAR/A#W- r^ f 1 a ORMiOATE W ..:, ► DETAIII. k aeon .�► M06 rprw u.�.w ;ww� »i CHECKED 'x r a �'. �' i.;a ,.�':•�r vly-�:fit ' p�M AI �M ir#y M:hO �j1A1M Ir.11111f��111N�'�p. •;: -.. I -. .... '` �•Y, rN; 'e b w +„ ♦ ly4Vt' 1e'1 �': ., IEET TITLEr---- ` M Sa + � I•.II�� ►. i . S.•�,��. a �' D - -':K,• , r ,..S. + . ♦ f •� �,►• �r , er•rr , r ...,...,- STIIMR C 4,!.•1 r Vii►. . ETAq _..___•, 1 1 WAS AUITY • � r:;t 3• r rA' . ,! �<,.... .S E � ° � ' •+p, . k ..;t,p a iya7•♦ r ,r�' .�, •"1�r r q '4, •r p 'J`' i `�' 'e• r 1 '•� 1e Y i •1 iR t ) t y�.,� � SHEET ,' a ,AMA _ x' HU n .A M�'R wsw.--'wn- . 4, Epp t: V t, i'.. W •. f j f fi •R " e •�W" -t s1" "�1' r -a 1• 5 r ri • : y •f• , .X .. i M.w • �` v. ^i'- P' w 'i7i' 7�. ,t ( �'"' y' �F,. r. 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""1 � �1 { a' 'AIN "o, AL i�� 7 REV DATE 229.37 229.37' 226.5 4. _ BY 22 0 223„0 22q.5 28.87 2 4.75 25 I.EI IN A . _ _ UI IN 3 1 r 1-; -•i4 --14 1• •1-1 to. M r 3-5 3-4 3-3 , 3-2 3-1 ,' �� 2-3 2'2 2-1 i ' 226.63 2:7.4.13 T ` v �► f-r 229.5 2 9.17 228.5 4.86 223.1�, 221. 220.63 A�Y '.�. • -4k., �' �, ' 1 ,*2' i� '-WAR* n.n L r-d •r PROJECT NO. _ PMO 1 Iwo- , , • y '. DATE , �': :M •�`. � � ♦ r,• rr'r .$,. Yrt' , rr it ,`A< 1r Mr.e w iy v v 4 y DESI��!'� J. BI1GyfIVER __-w j'• . .,. '•' K ._r,._ N,� ,' t �` ', __ -'-••-• 't "r►. f-t. ,G'' ;^ ., G E _ ,.. •errr• S�;t•YQ. y aa SI. "m,W • +, .. a. •�l A r '`♦ f' .i.... .,1 1 • - L' ?+:.w— ' 'd I'. . A (. , p P Ar r' _ I „ - p � .,,' "`'4: •4.� :. '' r' v ! ...►.r _;i } • i, • �ir.+.—r C.I'P ' fj` ”' i.. t` „r., -r .d. 1 1 '1, 1 1 1 , _Y„ '� • 1y '' t 'F x T v VfKrM\� r'�...rr ,r s �. " - N •E ` � ,�,f Y, ',7•'.`r 1 .,_,.4 •d , � i 1If ''+ , { .nom}„ , .. �jy�, � lU , �1 Y. �'•s. i Y SHEET TITLE S17E DOM. 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