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13535 SW 72ND AVENUE-6 �v i - 1 x/ A \ _ 0 I I Mum DESIGN UOUP,P.C. ARQRTBC URN • VACR FLA M= x 1 IFQ SW Kerr Parkway,Suite 325 Lake Oswego,Oregon 97035 240 (503)244-0552 I�•f�� / ,; 37 Cp 3 asass sea• 110- • 3285 �- -� �" 3 • • o w w 0 . • ,a. \ ° '235.. ---�- EX. BNDY UNE r 10450 SW Nimbus Avr., Por�and. Orpa, 97223 I ' �,.. 1,x 2 4 - - EX. PROPicRIY. UNE SCALE- -20 13 5031603-9933 FAX: 503 1x303-9944 T 1 +uncroln 0234. �' -- -- EX. EASEMENT UNE 70 /0 """«�' °'°•e°'s•uw°'cwe Ma«ncn. 6 23t.GNf '� 2 %i sa ; - I 232.89 2. - 234.43 ---2� EX. CONTOUR UNE 232.2'T 34.49 EX. CURB 2 1X 2 i O y, C235.11 oi� EX. OVERHEAD ELEC. _ �� I 1 .,•.. . �_ 214.11 I UGE -- UNDERGROU14D ELEC. Sh co 3 GAS EX. UNDERGROUND GAS I. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES } ( 731.4 - �I'L 30• 3t46 1 p2 231.00` CONSTRUCT GRAVEL NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE SPECIAL INSPECTION R ' Z- XJ I 1 o CONSTRUCTION ENTRANCE - PROP. CONTOUR DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, State of Ore on Struclurai Special C 9 3 c' .� 3 2315'7 2 94 SEE DETAIL THIS SHEET 3 F t' ------ PROP. SAWCUT UNE CHANNELS. RETENTION FACILITIES. UTILITIES, ETC.) �\ 132334 O Concrete and Reinbreing Steel 94 2.`� TC233.33 . .. .• . 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, 2 ,229 tij ; • ..'.' PROP. CONCRETE DRIVEWAY/SIDEWALK MAINTENANCE. REPLACEMENT, AND UPGRADING OF THESE ESC O Bolts Installed 1r,Concrete 49 �' 233.35 FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR •. 1 I _ 1 ". t I UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND ❑ Spedal t:tomsrtt-itcsi=tiny Concrete Frame y I I PROP. GRAVEL CON TMiCi.3N ENTRANCE VEGETATION/LANDSCAPING IS ESTABLISHED. ❑ Rciniorcin Steel&Prestrossin Staol Tend 9 8 �N p AL 231' 1 A TC233.8t1 PROP. STD. CONC. CURL 3. THE BOUNDARIES OF THE CLEARING OMITS SHOWN ON THIS PLAN SHALL ❑ Structural V:4!GI^g 331. G233.16 3 A "� �- PROP. EXTRUDED CONC. CUR EXPIRES 12/31/00 ! z BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING • ? 3tS , 22 BC233.78 x ---- PROP. EROSION CONTROL FM4CE• THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED O H:CI,-Strcn;,I�LOW14:g PROP. CATCH BASIN. W/ _ ® MAINTAINED BYSHALL BE THEAPPL CANT/CONTRACTOR OR THE DURATION OF _ BIO-BAG FILTER INLET O Structur?l Mecca y .� 1227. 7 •37 227.97 �'�.OB ) •6 , ��- 3 f I TW232.2 PROPOSED TOP OF WALL ELEVATION CONSTRUCTION. O Reinforced Gyp,n:Concrete h i � 227.22 -24 227.6 23 ) _ N BW231.2 PROPOSED BOTTOM OF WALL ELEVATION 4• THE ESC FACILITIES SHO ON THIS PLAN MUST BE CONSTRUCTED IN ❑ Insulating Concreto Fill «. ; CONJUNCTION WITH ALL CL.EARI?:G AND GRADING ACTIVITIES, AND IN 0232.66 I N TS?27.32 PROPOSED TOP OF STEP ELEVATION SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN O Spray Applied Fire-Resistive Materials 1 77e. ��I _ 7 274.35 � R:220.15 �•...w. 227.82 I f ___ _ ___ _ _ /�-- WATER DO NO ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE ❑ pilings,DNllod Piers and Caissons _ _ 9 TC232. B� S223.23 PROPOSED BOTTOM OF STEP ELEVATION APPLICABLE WATER STANDARDS. • t - 220.3!► _..-228.7? -22.94-- 2242 ,. ' .d2 "~ M "" 3153 C�1 0232.04 ; a /-- „1 I / •' y PROPOSED TOP OF CURB ELEVATION 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM O Sho•cr•ts -� C232.44 z TC232.44 - 231.943 100 N 0231.94 REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE O Special 3radlnp.Excavation and FUIMp PROPOSED GUTTER ELEVATION CONSTRUCTION PERIOD THESE ESC FACILITIES SHALL BE UPGRADED AS ' 2 3 T1C22 18 g N N ' NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMEN O Smoke-r'.3ntrol Systems r _ 7.94 T• i`:;..', 2 J 2 2 PROPOSED RIM ELEVATION AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. spectlons F 27. 4 •,� •� �' 1 .. . •:• • ;: •• i •- .r.r �� Other!n • . . • _ .•. . , N 227.71 PROPOSED SPOT GRADE AT 0. THE ESC FACIIJTIES SHALL BE INSPECTED DAILY BY THE ' _ • • ' -p o ,2 �- TOP OF AC ELEVATION APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE 7. 227.17 _ THEIR CONTINUED FUNCTIONING DURING CONSTRUCTION AND DURING I _ 227. 227.78 • B .2 1 YEAR WARRANTY PERIOD AFTER CONSTRUCTION. 7.32 7, 2 - - - •�sr \ 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND to MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS W Z r�� 22� OH :228 75 FOLLOWING A STORM EVENT, Owner. • a AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO Pacific NW ��''� H _ I I 1 rS'p ACCUMULATE MITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND ANED PRIOR TO PAVING. THE 2` I PROPOSED ts"r•T TRUCK CLECONAN NG OPERATION SHALL NOANCE LINES 94ALL BE WT FLUSH SEDIMENT LADEN WATER INTO Properties t ^�`�� ' I THE DOWNSTREAM SYSTEM. W 226 - - `•� �� I ( '. • 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE L1`'�---- 226 -- _ 1 BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF 227.32 �__ I t �, TW231.5 �. THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE o _ 227.2 1 r �BW227.5 I THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROPOSED HEAVY TRUCK PROJECT. I• , • I _ -- � AC SECTION 9965 S.W.Allen Blvd.Suite 115 �••• 1 25 U' W i ' ' Beaverton,Oregon 97005 r' 227.22 25 ��. � I 1 1 I� _8`i.4 22 \ - "� _ t y FOR WALLUCDET PLATS RETAIN G WALL COLOR 0 S \\ I t ) c� r-IMAY BE USED SHORT TERM �Qt� Q BE DECIDED BY ARCHITECT r 2 I I W UTILITY WORK AND W (. I 2 T ,32- �' W I M > PHASING OF DEVELOPMENT B 223.23 6 ^ I 0� I tno 5 � I TW227,32 TW 7.32 F� 6111224.00 4. 7 B TW222, 5 7.32 7. I I ( I �•VI`N Q Pro jeCt: ° �- _ 6522. 7 _ I 72n r d Street f/7 , Z, 3 27.32 X' B LQ 2 - 1 N ( ai►tCc.r...r..�?o`. A Off ice r /► 22x,4.00 .0 °' !- ' • 22.88 • B 1 _ . • , ?� AREA R•25'MIN. �Goi a ' wilding NTS CLEAN PR RUN OR 2"-MINUS GRAVEL >•.°.}: ,: �p�+• a � E _ 72nd arxi Cherry TOP OF V LT: _ I �� -•• �� GEOTEXTILE. AS REQUESTED t� 220.10 219.22 1 X1.49 -?21, -- _. / � ! v c,� %� FLOW A A Tigard,Oregon a� 1 N m= DRCH BOTTOM Q^ 2al 221. 321.150 223,21 2 .27 228. O o I e+• 2.20 I 219.07 2211.&'1 220.92 24 I aolc 1 I SECTION�A-A QRAVEL ENRAANCE 22�a�l1 .�.: , tI� I 21!1.45 ( 21 219.39 220.73 220.92 2 2 30 eo t I � c1111W1 .02 .54 I 5.4 •V 39 3sa?t ,� 0 I CtT'f of L Sheet Title ~` I 3" OF CLASS 'Co ......_...................[ �!; c ��° + ox r.. 1+00 U) w r_ r A ed................w....,....I Grading 11 G R� ASPHALTIC CONCRETE Appaed.. .....•.-..__-_._. OF AGGREGATE BASE For onlyiibe WordescrNbed op2� J� '�] ANGLE BOTH ENDS Cc FILTER FABRIC =III=) I I=III=III- WOVEN GEOTEXTIL.E PERMIT NQ.Q 0 . And 21 03 2. 216.89 215. M0. -_ -- -.r -- ►SIRAFI 500X, AMOCO 2002 .0.17 221, 1 rn I I � FENCE TO ASSURE SOIL IS TRAPPED , COMPACTED SUBGRADE OR APPROVED EQUAL 898 Lefler b:Muct•................. Erosion TW229.2 PER GEODESIGN, INC. A�regg: I •. 0 ( - --•-- - '' _ -L 222.92 ( t - 9W223.2 i rn I INTR,�OQKED 2"x2" POSTS GEOTECHNICAL REPORT DAZED �� Dau' 210.82 1 D �►1fACH OCTOBER 28, 1999 �• Control 221.38 222.14 (A 16 ,.0 , 16 218.�. � •53 2 1.20- � I�Ii>� r� A NOTES: r. ' I 03 \ )) Fl v IZ,'16 ,-.. � t�� •� I F TERIAL ,. BURY VERTICA�LL�BE�OW FIN�HFEO G�.'!QE. I"EAVY TRUCK TRAFFIC PAVEARIV1' I 15 21 c50 I �, 2. 2x2 FIR PINE. OR STEEL t Z7 51! 21 7 218,54 � 221.33 , FENCE POSTS. 7.41 3. STITCHED LOOPS TO BE INSTALLED rn _?.15.7 15.82 '� '' 18 3• -x--'42 x,333 UPHILL SIDE OF SLOPE. 2.5' OF CLASS "C" 2-4 rK•- urs �V 4. COMPACT AI AREAS OF FILTER FABRIC BASPHALTICOCONCRETE �..- I._ I cv � - --- AGGREGATE BASE to XTILE TC218.33 r 1--"17--1 r-� � �- i AWI WOVEN 500X.AMOCO 2002 p1 •s 83 218.2 I Ql� r COMPACTED SUBGRADE OR APPROVID EQUAL Revisions: I FILTER FABRIC MATERIAL 36 WIDE ROLLS PER GEODESIGN, INC. I GEOTECHNICAL REPORT GATED 2'1 T"' r OCTOBER 28, 1999 M w Bc218.os BC21 7 ,_ N 3 y - / ') . TW228, F4 t7f _ _ _ 10 PT STA 0+44.92 + ti TC215.95 I N N BW222. W N 4- 6' �. W ET: 17.00 L g 1837 + > I 0 MAX. OFT 02101 $ CHE RY TRE T ` � G1&07 8 � A GAS GASI_.._.__. CAS TOP OF WALL(TW) veayAved rrtibed,n TC215.73 CONSTRUCT GRAVEL CONSTRUCTION 217.88 tom° ^ �i/1�� 0 l8 O SEE STRUCTL1RAl. G�r,d�tiO lhV wed`a �0/;�,......r......• �. -y 0215.73 ENTRANCE PER DETAIL- THIS SHEET I I PLANS FOR RETAINING 8 MIN. RADE �,�dy �3 (GRADE BREAK) I WALL DETAILS F1N 14 D 1 t,��`�'t ptta�h S✓' 1�' sg � � .7• Sfess•_l.�-s�s pale _/ Dexon a••rxx, r.e., saoo, Au S $ I BOTTOM OF WALL(BW) 1Qb Ad WHYS F430 to as WT TO K UM M�PI90�11 1Of T D N 1 = FINISHED G -rsws�o•1 a<r`aao•stsa asouP'r.a � I r7! Drawn by: 1Che May b: j 7AIG Q WALL ELEVATIONS LOCATION DETA�. JAL JPR SCALE: NONE --" Job Number. 99095 Shr� Of: 0 g 12ps aYY 72nd Aw Permit �t w May C 1 12ppI of 13 200000222 1 t X1" 1111011111111011 • • r, .: ;w.. �_ ":...,, , , +jr.r "� / 'r-• ,, xnr ax.e:...,. ...:er._. _ ... .,,..wr..... .,.,,rr�.-.Wsrnr c!a r...ww'e+ieVn•r.r»r._•_ ::.},..:..- -. .ra..c;y..• 111 IM 6 b, t0 i2 14 : III r.., �+ ��Ftll�l�ll�� I��•��111 (��rl�� I��I'�� (�� j �Yy� r.��' p ! f' , r :, �"��,:. ni•b•'• In Nltl n rnd dll, il•at �11��gftlLLltl�tINntbptn��tNtL0lihtl11 A � • 1 d• unl• 1 otAt d IIII>II t talo Intli�unh udt♦i udefi nnl• 1 ullm t t and, uohl�lnuh uuli'� r,►yrwu... .,.rrr...ArrlMrn,•.�:... +w+.....+-,,.v..ww.,nrrw M.era.sn u••w,ww.r•n.r�•i..w+w-.ra..•w..a..'.far..rrsw..J.1.f,wwl.1. F.Y.rYr.r--..+e++++�wr+nw+....,.�a�:a,.rnn....u.•n.+r, / • '4 ....,..-.....r.-.. .. .-. .. ,.mow... ,r.n.rwrs+•.ou.o•..n+e•....,.....,.-�,.:.�..,.-..rr•s. .rr....�w.�.�a...,r.: .••s•.., iR1r.�" ; Ii..:.. .r7u+:H.,., .....,u».. w.. • '� , f r a�7r9 ( r y°/ F ,, - •• -.,.. -,..w ° _ ,.. ..,. .. . ,. reg•..:•.-...-�-...,a r k • .. "`•7P•°'r .r�, ..... ... .: +vs+r.k.r. ..�r.nwrww.aneorw.....w.,.w+..,.a..axtr+s-•....i.ownr-ur.nu+ru,+�.rr+rlP./�w:.r..,-.«......w... ,.mn.rw,Wrc-a•m.•.aMY�..Mew.n+nw,ea-,•...:weMM.."++unnr..�u..r•.a. -.+.•...•mrowwr.n.wera.�'�..w,i'w.ro..+. .• +«:.wK.rrw.e.++rw•r,Mrcsr•_......, ._.. •.• K� r. - r X n ; I I I p I I x0 i ; MIt DRm DESIGN GROUP,P.C. I MACE rnCM8 ■ VAM rT,M4N= 11&30 SW Kerr Parkway,Suite 321 x ( � ; � Lake Os3eRo,C�97035 I ( x \ CL n ; R I F .� �.�.�. I 4» O • • I • N 1 N o. 10460 SW Nbnbw Aw, Pomona, Organ 97223 *5031603-"33 FAX: 603 1403-91'44 . . I / � P1rMrrRf•aa�ml°•uw°en►e rwa«ncn.whtrop 4 00 ; ; °° 4 00 ; 2b 1b b 20 tiU 0 dS IN 4 ' ' �O STORM effmffl_c_offff_�� KM 1 :226 94 I82 E 226.82 a 1 ( 1. ALL STORM SEINER CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE O I REQUIREMENTS OF UNIF PLUMBIN CODE P. • 1 - O r _ � I PLANS AND THE APPLICABLE ORM G , THE APPLICABLE REQUIREMENTS OF CITY OF TIGARD. ----- EX. BNDY LINE EX. PROPERTY. LINE EXPIRES 12/31/00 - 2. NO DRAINAGE PIPING OR PART THEREOF, WHICH IS CONSTPUCTED OF MATERISTM MNp _ I . C BUILDING,SOTHER THAN THOSE SHALL BEI STALLED UNDERVED FOR USE UNDER OR WITHIN A OR WITHIN FIVE (5) FEET OF ANY -- �- - EX. EASEMENT UNE ST ° BUILDING OR STRUCTURE, OR PART THEREOF, NO LESS THAN ONE (1) FOOT EX. CURB RII� I 1 1S" OUT IE0.S2:222 34 40.2 LF 8" STM O S-10.8% I 1 , r ; BELOW THE SURFACE OF THE GROUND. THIS INCLUDES STRUCTURES SUCH AS PORCHES AND STEPS. WHETHER COVERED OR UNCOVERED, BREEZEWAYS, OH EX. OVERHEAD ND 40.2 LF 8" STM O S-8 70X ROOFED PORTE-COACHERES, ROOFED PATIOS. CARPORTS, COVERED WALKS, LIGE EX. UNDERGROUND ELEC. 212.50 LF 12" STM OS-0.50% �`� j `� COVERED DRIVEWAYS, AND SIMILAR STRUCTURES OR APPURTENANCES _Gqg -__ EX. UNDERGROUND GAS FtlM:228.40 1 5.3 LF r39 0 IF 37 5 LF IE:3'13 40 --- 3. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE 6' STM 6" SIM 2" STM INFORMATION. IT IS THE CONTRACTORS RESPONSIBILITY T•0 FIELD VERIFY PROP. CONCRETE PAVEMENT 44.0 1 ; I DEPTH AND LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION • 1 = I OS-7.69% O S-4.14% O S-2.00% AND INFORM THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS. CALL 3 00 CB 1 / S T2 93 ° O ( FOR LOCATES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. PROP. Off CONC.D K. �- PROP. EXTRUDED CONC. CURB 1� �' 3+00 rl E: 11E ' 19 J J ° I t0 4. THE CONTRACTOR SHALL AT ALL TIMES O.S.H.A. AND IN PO4RTICULAR ABIDE BOSE Y APPUNGABLE SAFETY ADE ATE �. CATCH BON RULES_ MANHOLE S SHORING AND TRENCH PROTECT'ON OF WORKMEN. ® Pte• 14 • ET0 i D 5. RIM ELEVATIONS OF MANHOLES AND CLEANOUTS WITHIN PAVEMENT ARE o PROP. CLEMIOUf • - APPROXIMATE. FINAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHED 65 q AD I PAVEMENT GRAD-S „ • _ _ `t •224.63 SE.�4.8Z '776-- I \ 3 6. ALL PRIVATE STORM SYSTEMS SHALL BE MANDREL TESTED (95X DIAMETER) now r -'1 ; to BY THE CONTRACTOR AND WITNESSED BY THE ENGINEER. Owner. oN Pacific NW -- 1 (L ; '"-- OH 1 .,°, do o Properties Z °I • V I I 1 1 _ __.. O l � 3 � .• I I o NG i co I Q r - " ( 9965 S.W.Allen Blvd Suite 115 ° - I Beaverton,Oregan 97005 �•. FF,E - 227. 1 W y2 '° K 1 ' ' U 0 j 003 1 I I LU z o0 ' i I i I I I ' `• Q Q H Project: N 0 I I 72nd Street 3 IE:222 e' r A o g-19. -- Z o ( ice ;e � � ° � � /� .. •, IE:225.00 � •'� � � � g Buildin -d f • a. • - ° • ° •� • I ifM�:219.6J 1 • _ 15 IN IE(N .214.72 3 ELEC RIM:2 .20 '� � - O 0 72nd and Cherry 15' OUT IE(O.214.72 IN IE((E : 14.17 ' AVL 15w 1 IE( '2 2 0 6" TM O S-2'.i. 15 T IE ).21417 �• I Tigard,Oregon 112.62 IF 15" STM O S-0.5095 OILS LF 8" S74 S- .7 X � sTM RIM:223.50 - 1 IE:219.50 v I I 1 12.6 LF 15" STM O 3-0.50X--/ 11.4 LF 8" STM 45.2 LF 8" STAT O S-1.0% O 5-5.41X �-35.D LF 6" STM O S-1.GX O NCI •I I Sheet Title • on Site E � oo �.° � I+oo tn= O o . , a o � Storm TP 48-: 21D.64 - - I7 Improvements 12• IE: 206.64 Ij • 48 IE: 206.64 .- 1 •.al SI NSI 12.Q 8 TM 42X r 1 60 POLLUTION CONTROL MH IE M02•:20p,� 6'X8'STORM FILTER RIM:217.50 i.' O OUIY n12'•206.56 I IEE IN:213.04 8" IE(E) IN:213.76 ORIFICE STRUCTURE IN L IE(S) OUT:210.71 t5" IE(N) IN:213.78 I I MH SHEET CIO ; 1 52 LF 48" SO O 0.10% b° 15'I IE(S) UTT 2 09 W ORIFlSS O I O s1olln 8 E(W) / CE 39 LF 8 STM OI.OX � I{ 30 LF 8" D.I. � � Revisions: vl C (3) 71 LF 48' SD14 00. 10XLd ..J / I W S 14 TP Am ;,210.70 M M 15" IE:206.70 M " W I 9.00 LF 12" STM 06-0.50X 48" IE:206.70 / �7 U + - N r II SEE SHEET CS FOR OFF^SITE c' 1 $ - + -- ------8 00 I SW CHERRY STREET ; g GAS -- GAS GAS --- MLM" C" .1-.G. 2 �g SIM SIM ( ►tD11oI oc•oM°Xour P a. ►AIt mac oI1A1rIw Air nt PIIOPIRIY a I wKao�vT�M 1+' FN +MMr a PV618"OF MLOW Dew 41f 'P.C. I Bate it 15 May 2000 3 Drawn by: 7! Checked by: l JAL, JPR Job Num 0 SheetC2 I of 13 of: i Permit Set - May 2(" 3 pp _ - .,. Id Niurxrr Mix�y�' .•. .z ,•M.rc.n 10 12 14 16 At .._.___._...... 'h6aF'r /1MjPil"hH'1�: �A� S �' t i"'^"'�„" .. .e,..et.w.aysa:•v:.::a ,R•+w-,Wr.aEAlstmre"ri:>,yrsr'�^rexla,�1 a 'S.,�Ct ,i , I .�, qty •�, A' ,� . I ' , ilhlli,llt�l�lt .r�, illli 1�11�111�,1�1►,1�l1111.11 Ill lillil��llll�� ii�iiii��iiiiii iiiiiii�iiiini iiiiiii�i�ii�ii iii�iii��iiiiii iiiiiir��iiiiii iiiiiii�iiiiiii iiiiiii�iiiiiii �i�iiii�it 'C • initial.1.1.��1111r�111�111N114,1111n11r16 1r rn1 m��1iI11n u��1Nlr� .....w,.,.:-..v.+•+....r.......,+...,.-,wr•.-...+.......,...►...., .rv..rs+.�■ww..�r ...i...... � l� « wtw,.- ,r ,.w.i.e•w..�n+a.,..,,�-•,.u.r.....•.ar.■,.+....+ ..s»•.w,.+mr r.,..... ..r.ti+w.+.w�+r..■+r.-......... ' t .,,.w..+w•.►..s...sw,.r,.-..s.+.rw.�..•.,.w:rw.. +r�w.+�s -i1.r.Aw!�f.uVn� • .,. :, - ,.. - -... - y ....�... ,.w. - ,. . +we....�wweel.:ar••„n....mm�•w■.n.,o.,w�.w.,r�.�.■.,•+r i 57C ,-y •i x I MUMEN CESK N GRouP,Pc. s 11$;10 SW Kerr Parkway,Suite 321 3 Lake Oswego, a 4 ��' 11-20' (503)2440552 97035 I x ` Cp 0 3 ATER 9YSMM CO TION Notes 1. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN R � ACCORDANCE TIGARD CON TRS TION SPECIFICATIONS, STANDARD DRAWINGS 'THE UNIFORM PLUMBING CODE. o • • l • k , ,, o 2. MECHANICAL JOINT FIT'nNGS SHALL CONFORM TO AWWA C110 AND SHALL 10460 SW NMnbue Ave., P"llano, Orogm 9722 BE OF A CLASS AT LEAST EQUAL •r0 THAT OF THE ADJACENT PIPE. !$031603-0933 FAX: $031600-.amu / 4 00 a 3. CONTRACTOR SHALL PERFORM ALL NECESSARY PRESSURE AND LEAKAGE ftAW &VM4 a A0V$C r•a„Rcs,.,u.veo,n 1 1 I 4-00 ; TESTS ON ALL WATER LINES PER CITY OF TIGARD STANDARDS. 1 4. ALL FITTINGS SHALL BE THRUST BLOCKED PER CITY OF TIGARD o yo STANDARDS. ® 1 5. PRIOR TO BEING PLACED IN SERVICE, THE WATER ONES AND SERVICES I SHALL BE FLUSHED, STERILIZED, AND TESTED, ALL IN ACCORDANCE NTH ,yo ® ; CITY OF TIGARD STANDARDS AND UNIFORM PLUMBING CODE BY THE \ � CONTRACTOR. Q �S�� INffRf 6. CITY OF TIGARD SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO yo ANY WATER LINE CONSTRUCTION. 7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 30" COVER OVER THE v I WATER LINE. ? 8. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IV P. 3 LOCATION OF IT IS 114E EXSTINGG UTILIACTORS TISNLJTY PRIIOR TO CONSTRU'TO FIELD CTIFY DEPTH AND ON D INFORM EXPIRES 12/31/00 THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS. CALL FOR OPOSED FIRE HYDRANT LOCATES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. EX. BADy LINE E 9. ALL ON-SITE DOMESTIC WATER SERVICE SHALL BE INSTALLED BY SEE SHEET C5 FOR OFF-SITE LICENSED PLUMBERS WORKING FOR A LICENSED PLUMBING CONTRACTOR. t7s1]C'IMP'tOVEMENTS ' 3 10. WATERLINE SHALL MAINTAIN A MINIMUM OF 18" VERTICAL CLEARANCE _ �' UNE I+ FROM SEWER LINES AT ALL TIMES. - --- — EX. EASEMENT UNE U I 1 EX. CURB WATERLINE 3 00 1 . ''� 3 to FROM SEWER LINES AT ALL TIMES MAINTAIN A MINIMUM OF 18" VERTICAL CLEARANCE —^ OUGE _.__ EXEX. UNDERGROUND. kaERGROU OCELEC. 3+00 I 0'9 • U 1 GAS -- EX. UNDERGROUND GAS ,, . ' S SANITARY � WV 1 M� NOTES GS PROP. CONCRETE PAVEMENT' -� •. -- • _ 0rm , ' vPROP. STD. CONC. CURB 61 1. SANITARY SEWER SYSTEM SHALL BE CONSTRUCTED IN ACCORDANCE WITH .�, PROP. EXTRUDED CONC. CURB CITY OF TIGARD AND UNIFORM PLUMBING CODE. _ — 3 EXISTING FIRE HYDRANT 2. NO DRAINAGE PIPING OR PART THEREOF, WHICH IS CONSTRUCTED OF � PROP. CATCH BASIN • �� _ e \ y MATERIALS OTHER THAN THOSE APPROVED FOR USE UNDER OR WITHIN A ® PROP, MANHOLE ,� OH to BUILDING, SHALL BE INSTALLED UNDER OR WITHIN FIVE (5) FEET OF ANY Owner. BUILDING OR STRUCTURE, OR PART THEREOF, NO LESS THAN ONE 1' o PROP. CLEANOUT ffp_f= FDC W/ 1s LF D.I. Lrl pH 1 BELOW THE SURFACE OF THE GROUND. THIS INCLUDES STRUCTURES PROP, STORM LINE Pacific NW • 15' PUBLICWATER EASEM T �' OM 1 'S'O SUCH AS PORCHES AND STEPS, WHETHER COVERED OR UNCOVERED, �� PROP. SANITARY UNE .i 1'5.0 LF DI WAT I BREEZEWAYS, ROOFED PORTE-COACHERES, ROOFED PATIOS, CARPORTS, PROP. WATER UNE Properties W 6 OC AND VAULT COVERED WALKS AND DRIVEWAYS, AND SIMILAR STRUCTURES OR 1 l APPURTENANCES. ' — B — ___. l 3. HYDROSTATIC AND AIR TESTING OF SANITARY LINES AND MANHOLES SHALL BE CONDUCTED IN ACCORDANCE WITH CITY OF PORTLAND Q 1 I 1 i O 5 I STANDARDS. ALL NECESSARY TESTS SHALL BE PERFORMED BY THE o v CONTRACTOR AND WITNESSED BY THE ENGINEER. " M w 1 °-- I ( 4. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE 9965 S.W.Allen Blvd.Suite 115 W W TO -$NEE1 C5 SS LAT -� - LF 2 wAr An�. W INFORMATION, IT IS THE CONTRACTORS RESPONSIBILITY TO Beaverton,Oregon'97005 WORAMTION c ^TUM — LL A o M No I PRIOR FIELD `TO'CONSTRUCTION AND LOCATION INFORM THEENGINEER OFEXISTING UTILITIES ANY SS 0 2,00% _ DISCREPANCIES IN THE PLANS. CALL FOR LOCATES AT LEAST 00 4 S5 1 217.69 AE __ 48 HOURS PRIOR TO CONSTRUCTION. 1 2 00 + 5. FINISHED RIM ELEVATIONS OF MANHOLES WITHIN PAVEMENT ARE IAPPROXIMATE, FINAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHED co I I 1 1 1 ' v � yo � PAW-MENT GRADES. 6. PIPE BEDDING AND BACKFILL SHALL CONFORM TO CITY OF PORTLAND. Project: I *. 7. A MINIMUM OF TWO FEET 2 HORIZONTAL P ( ) ZON A,t. SE ARATION IS REQUIRED Z N= BETWEEN WATERLINES AND SANITARY AND STORM MANHOLES. ALL 72r td Street ' --- o j CONSTRUCTION MUST MEET DEQ AND STATE WATER RESOURCES BOARD Office • ' 0 0 �, > 1 CY ! REQUIREMENTS FOR SEPARATION. • ' Building _ ' 3 ELEC . >E AUL : '.` I R U 72nd and Cherry I • Nz I 4 d ° Tigard,Oregon INN 0 1 7 1 10 0 . .. 1 oo � • ; U � Sheet Tltle: 1 -4- `� On Site (oj ° 1+00 rnz 8 3 a Sanitary and _T�UI „ + � WQTERUNE TION NOTES � Water rnxo I 1� INSTALL 6" DOUBLE DETECTOR CHECK VALVE ASSEMBLY WITH VAULT ° al 3 TO CITY OF TIGARD STANDARDS. SEE SHEET C8 FOR DETAILS. v Improvements R I r7! INSTALL 4" FDC. PIS/ IN BUILDING EXIS7MIG FIRE HYDRANT O INSTALL 2" WATER METER BOX AND LOCK WING ANGLE METER CURB STOP. In + O CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE 2" WATER METER WITH THE CITY OF TIGARD. METER BOX SHALL BE INSTALLED TO THE TOP OF CURB GRADE. I STM v,), Af <�> INSTALL 2-1/2' DOMESTIC WATERLINE INCLUDING ALL REQUIRED FITTINGS ' AND RESTRAINTS. �RD � WA MR AA • w, I O SEE MECHANICAL PLAINS FOR CONTINUATION OF FIRE UNE AT BUILDING. SCALE 1-.10' Revisiorm • - ��- ---� 1 O SEE MECHANICAL PLANS FOR CONTINUATION OF DOMESTIC WATER LINE AT sUILUING Idu '-- ----- -- 1A M ` W I 0 3" PVC PIPE SUMP PUMP DRAIN TO CURB HYDRWT ® 3 INSTALL 2w WATER DOUBLE CHECK BACKFLOW PREVENTION PER CITY OF TIGARD STANDARDS. I a __8W CHERRY STREET $ $ 00 O THE CITY OF TIGARD STANDARDS.INSTALL 6" FIRE HYDRANT' ASSEMBLY INCLUDING VALVE AND THRUST BLOCKS TO WSW— / I g -;AS GASI G ---AS <R> INSTALL (2) 1-1/2- SCH 40 PVC CONDUIT FOR SUMP POWER AND A 0 1 I TELEMETRY EQUIPMENT. 11 INSTALL 2' IRRIGATION TAP I NLpICN O[LON OR UP,� P.C, 4000, AU sTM STM IMOHTS "M OaAw196 AIIc"PCO O-V Of Mrasm 0a g10U►�I Q�11D All! NOT 10 6r<Y!•D OR 1��R1�NAM' wAN►lu,olovr rnl Its rN6.Vann$ I PA6!•011 Or MOW 06t 0110!/,PTC• Date: 15 May 2000 Drawn by: Checked by: JAL JPR Job Number: 99095 Sheet of: /lgfl NN TfM Av. OnAMMINAMONNU Sol 1s Permit set - May 2000 C3 • ,.� ... k,,:• .11110"L'' •-1)11tl�e � .{P.,,..:.. f • ,« , ......«.,. ,.,.._... - .... ---• .w,r...a.nv.•�h•+nemrm+no.dw.+rrisuu.wrr+a rsw.rvmaa.+rcraru.rc_^w..i , VIII I111�111111111�11 I' ' y '`; 'a I I tllllllllll IIIIIIIIillllll IIIIIIIIIIIIIIIIIIIIIIIIIilllll IIIIIII�lllllll IIIIIIIIIIIIIII IIIIIII11111111 1111111111 ,�� : : , • • INIII 1 �K ;A.1LF C' .c • _. •.. .••••. w.ww. �,.wiMr".rK�bM„M►n. .Fnr•�.«.lescwMrl rwaM�u�w�M.,wM"eara., l,G,,,.•, «. .. "j,i:.. •.Yr� + � ,v',A }1 „l.♦ _ . ^.�r...L..wlw•ar.•..,,wY"Y,+,•v1w.+wyrs�.... _ '.ItlrR . .1�l kiW..1- .,.+.r..ww...w•-.+r-_.._. .. .,.. ..-.� .. .,. �.. . .,- . .._,,, .. ,«,�wrr •t� i l j l+ H / uPI F: 4•;l�1 t Q.M 1 i 71, ~ - _ MuDRE 4 DFsztm GRow,Pc. - AaC1fl?BClUa1 • VACII RANNM W -- ,ted J 1830 SW Kerr Parkway,Suite 325 Lake Oswego,Oregon 97035 • -- -- - , z , (503)244-0552 LEGM co PROP. STANDARD CURB �' -----_ _ I I I I I -- -- Ho SCAM , PROP. STANDARD CURB AND GUTTER O� PROP. SIDEWALK SAWCUT UNE 2b lb 6 • / o • • r • N i w o. ----- PROP. STREET SAWCUT UNE W - -- O� 10450 S"Y Mil Aw.. Portkn0. Or*W 9722 PROP. HEAVY AC PAVEMENT SECTION \ V 503 1 603-9933 FAX: 5U31603-99".• � 1 y / � �:�'1.;►;�; PROP. CONCRETE SIDEWALK V �. � ' o c�� Gam` s • PROP. ADA RAMP y i �g �- --1- _ _ L � _ j ■ PROP. CATCH BASIN OVA '� O PROP.STORM UNE EX. SD CB RIM: 228.38 f EXIST. CENTERLINE 00+C .-- ♦ Cv1�+ IE ELEV: 226.40 �•� �� EAST. R/W 12" ADS. OUT E. '•. y' M°' ' •. .♦i i; r .► •, • • • • • • • _ �` 1 r .� ♦ � '♦ '� � • • r ► .• ♦ • • ••'• • •• �• r ♦ • 07 "--Y100 --W00 ----WOE � � f P EXIST. CATCH BASINS - C M C M COM-- - COM COM- ( - COM---- C - COM- COM- COM- COM Cbl-Ar COM EXIST. LIGHT STANDARD PROPOSED ANJARD CURB 6 3 ° 1 Pr STA + .13 4 5 ,9.98' S W 7 2 ® V E N U EX. SD .O STA: 0+33. OFFSET: 24.34 L 'S' 8t 19.x1 L STA: 2+�i0-.33, 19/.x'/-' L COM--- EXIST. COMMUNICATION LINE �r ELEV: 228.52 RIM. 231.65 OH EXIST. QVERF�EAD POWER UNE -_ �, „_ + ._ I _ 1 W: 229.3 N 670-'2 +- -- I P 10 .SMG. OE, 870.05 8 WAY END CURB AND SIDEWAI K S --w EXIST. WATER UNE °y EX. SD CB 8 8 IE CO 22 _- T EXPIRES 12/31/00 SM EXIST. SANITARY UNE C STA 0+46.49, 20.0 l 1 98 I INTERSECTION '0" CONIC. W. W d HANGS + EXIST. STORM UNE ® - M M M ---RIM ?,�==5 M M M ---- M SFSET'T� M M W �_ W NNG STA: 3 4.,90 17.70 L ELEV: 235.34 (MATCH EX.) 24.08 3 .99 CHERRY) IE 225.77 "" - W W _� O 10" CONC. OUT E. DETAIL �AIAT04 EX. GRADES. W ` W - W W W ` W w -� STM S STM STM STM S �= OR _ OHS ORS - 0"M----- ORTM -O "-- 0� - OHTM- ORTMi-- STM STM STM STM STM Sim STM 7�--SAN SAN SAN SAN SAN SAIL SAN SAN SAN SAN SAN SAN-•-•SAN SAN---SAN'-SAN-SAN-SAN-SAN 2-$- SAN SAN SAN SMI SAN SAN SAN SAN SAN SAN--- SMI SAN - SMI--� C7 EX. SO CS EX. SD CS SFy M A: 0+14.86, 19.67 R �2+91.38, 20.25 R EX. SO MH j TA. 0�+14.86, 1�� RIM: 228.23 mel RIM: .23;A- A: 4-rcv. 4, 24.64 f .23 IE ELEV: 225.63 IE EU".V: 2dd.87 X8225.63 12" CONIC. OUT E [1 CONSTRUCT HEAVY AC SECTION 10" CONC. IN W.' F/L ELEV: 12" CONC. OUT E. � IC ELE`1: 228.54 L1 RELOCATE EXISTING FIRE HYDRANT PER CITY OF TIGARD 12" CONC. OUT E. 18" CONC. IN N., DETAIL 542 SHEET 11. 18" CONIC. OUT S. Q RELOCATE EXISTING STREET SIGN. CONSTRUCT STANDARD CURB PER CITY STANDARD. SEE: DETAIL 125 SHEET 8 LTJ CONSTRUCT STANDARD SIDEWALK PER CITY STANDARD. SEE DETAIL 120 SHEET 8. Owner: CONSTRUCT I ❑ STANDARD� SEE DETAIL 12DRIVEWAY 4 WASHEET 8.CITY OF TIGARD Pacific IOW i Properties 9965�oA 005 i Pro�� 72nd Street Off ice Building 72nd and Cherry Tigard,Oregon CL 38' DRIVEWAYDROP Ill a, RQPS 245 3+?4. 245 j - < S CS - STA: 2+90. 3, 19.37 L STA 91.38, 20.25 R END CU AND SIDEWALK ! - A 4+ M. L Sheet Title: 240 - _ �_ - _ _ _ _ 240 72nd Street _ - Street an 04-4649 �, � _ RIM: 228 7 _ - - � 235 _ Storm FT LXIS ING GRACE PROP JT PT _ --. i --_ _ - -` AT LEFT a - --- Improvements - SEE SHEET Ca STA: 0+ J. 19.81 L 230 - -- -- 230 i - - PROPOSED - _ 'J - -- -'- -- -- � 225 - -- 225 ELEV. P TING ELEV. �M �is� AT LEFT GUT17ER AT LEFq GUTTER All I A 0+00 0+25 0+80 0 .75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+00 �al� ur• ►.c.. �000. AU SCALE HORI2. 1:2�0' Of oaro11~r r AIO AN j VERT. 1 wr 111 W OIIAOM Al[M P4MVM t 1 M 11R 1wf 0 /pMM01f OF YItDl�1 91101x,►.G Data 15 May 2000 Drawn by: Checked by: JAL JPR Job Number. 99095 y Sheet 1>@N VN 72W Aw. of: 491 13 Permit Set - May 2000 C4 y 10 12 14 16 J ' e ��l� s 1 ►e IIM�l11M0011111 Illi�i 0 1 �• 11 - ' 41r ' w wx rw '11L !� • ."..w."++.wr,+•.r.rr,r"r"•r.w..•_---_-_w.�..w_..ww......w.r,rw..-wr+w�n...r..•.�e.....w...-. ..s.+�•a-.ir.+w...rn..+�,[iw......s+.rr-«�r..w..�"rw..sw...«•.-...... •.�+w�wrr �c...ti..'..., r'...Iw fib:.-3'W"eY��"'+!"'et.�9M w..-rMYi.:..i :..,..,...... .:,:�.aUnv.ir,. ,... ..�«»,...,e - - .. e., 1: w,i „�v.r�n.�"Y.•wI.w.,Et: ...�".r �.-nn+e•wwWRrN..•.mrrwl.+wNfIJ.+ M•w'•.VwWrM.wr.. M""•.•Mw�.,w++"ir,M� l4IpA„•I,w1n„II,IY,.�... w.•rc psgre,,,..�Iy1lw"141r1p•Y wwwr.rrr•w•-+,�.+.+...•..,, ._ .�;,...._�,wwr�wv�..+.ry.,w.,..•�,"w,,.,.•.,.v-r'W->.... ..... ,.L,I�x. .�Grh.'.�i.,�2K.J ,a..<,a..• a, i e, 4 :Al7f 4i�1'; • I �I I I M1t.DREN DESIGN GRouP,Pc. AJII0ff a rUU • WAC8 X. S.+06.67 43 Oft (74111) SCALE, -20. Lake Oswego,Oregon RIM: 209.40 J 1830 SW Kerr Parkway,Suite 32 0.80' L (74TH) LI:. E 0 207.26 (503244 0552 97035 RIM: L: 20 12' AVC OUT B.E. �'• 8 EL: 202.. 10 0 20 8 PVC IN N., W. 27.811! L (74TH) 8" PVC OUT 111 208. ;;Q! INLET STA: LE. EL- 207.26 12.43 L 74TH) i 1Y PWC OUT S.E. EX. SSMH C � 3.5 Lr 10 SD O 5-1.0>r I A: + ELEC ELIC 1 � GRADE BREAK-RIGHT CURB RIM: 2- 22 50 + 0.20° R (74TH} I.E. EL- 223.82 +�-�-•L•• R 1(74TH) STA, 1+54.42, 1220.4, 17.E RT. RIM EL:9.62 SD STA: 3+16.37 0 ■ • 1 . w I F67CL STA: 4+10.97, 9.51 LT. C C t,F EL- 21244 8 PVC OUT S., MATCH EXISTING GRADE RIM - 239.15 - X X - X X -- X --� 10450 SW Nkftuo Ave., Porumla, O►•pon 9722 B" PVC OUT S., . S101pI1 vbi 16.88' 10' OUT S.E. _ O SAWCUT UNE IE OUT - 233.78 \ !swleo3-99as rAx: ;eoa-9w� 3 �- 310.37 LF 12' STORM O S - 7.00% \ _ PiM•Ias•olanmisl.uwollc�vc MIa1Ron.arlKraK 1 - SIT�I STM --- S -�---� STM STM ANjrr 6 SAKI PT STA: 0+44.92, 17,00' RT. g PROPOSED SAWCUT LINE g g !� CL - CIL 7 7.00 ELF.V: 210.44 g V 0+00.00 4TH - o 0+00.00 ND) HO - HO ---- HO ---- HO -- EX. SD CO IL lep STM Not 6E vV) M: ". 1 • _ - -, - •- - -'"-+ _ • =-T �. +i .1 • RIM: 244.56 4.OS4+ - - - - - - - - - - � � ISI -- - - 2.50' 5.50' S 4 18.29' R 74TH) 20.82' R (74TH 17.00' Loom R (74TH �•� AM 2089 W 13.36 LF 100O S-1,01[ 27.91 LIT 10' PROP. STANDARD CURB AND CUTTER 3" OF CLASS "� "'�N LE. I L- 207.07 RIM: 209.83 O S - 3.8>r I.E. EL.- 206.55 RIM: 216.68 • a ASPHALTIC CONORETE P. 12' PVC OUT tW: - _ - _ EXPIRES 12/31/00 I.E. NL- 207.28 10" OUT S.W. I.E. EL- 212.10 -_---r PROP. SIDEWALK SAWCUT UNE j� 10" OF TE 1 �"'- 16' OUT S.W. A m - PROP. STREET SAWCUT UNE -I HEM I I-III-I 11= WOVEN GEOTEXTILE 10' PNC N E -I► c � -'i-I I -III-'I��-� AOOItEGA1E BASE PROP. HEAVY AC PAVEMENT SECTION COMPACTED SUBGRADE MIRAFI 500X. AMOCO 2002 o ♦ I OR APPROVED EQUAL PER GEODESIGN. INC. }' I � � ',.'; ''•� ,,,' PROP. COir'CREIE SIDEWALK GEOTECHNICAL REPORT DRIED I OCTOBER 26. 1999 - PROP. ADA RAMP may. 1 PROP. CATCH BASIN HINff 1`01" TRAff PAVEMW MC 01 W ° PROE'.STORW UNE PROP.SANITA'Y LINE ' U - PROP.WATER UNE 1 CONSTRUC r!EAVY AC SECTION • EXIST. CENTERLINE 1 a EXIST. R/W a RELOCATE EXISTING FIRE HYDRANT PER CITY OF TIGARD 00+1 1 -- _ •- - � � EXIST. CATCH BASINS DETAIL 542 SHEET 11. 03 RELOCATE EXISTING STREET SIGN. EXIST. LIGHT STANDARD � CONSTRUCT MONOLITHIC CURB AND GUTTER PER CITY 1 COM EXIST. COMMUNICATION UNE STANDARD. SEE DETAIL 126 SHEET 8. - I OH EXIST. OVERHEAD POWER UNE DETAIL rn 20 SHEET UCT STANDARDaSIDEWALK( PER CITY STANDARD. SEE W MOST. WATER UNE © CONSTRUCT STANDARD SIDEWALK RAMP PER CITY STANDARD. / __3M EXIST. SANITARY UNE STATIONING AT RAMP CENTERLINE AND FACE OF CURB. SEE Pacific NW DETAIL 128 SHEET 8. •• - _ e � . � ='1M EXIST. STORM LI':E Properties - I 4 I - 1 9965 S.W.Aller)Blvd Suite 115 C Beaverton,Oregon 97005 n I i - _ A 7M Project: ject: - 250 -- ---_ 1 °� 72nd Street - - - .- CL STA:4+19.97 1 GRADE Off ice 245 � 245 - _ Building -- �. _ - - 240 72nd and Cherry 240 - Tigard,Oregon NG GRADE i _ Al GENFOWNE �" 235 AT ir,_ SED GUTTER _ _ - - I _ Sheet Title: 2•'Q -- RIGHT - - SD STA: 3+16.37 230 E - 74th Street } 111 I / YI IE - - Street and MH 1 _225 - SD A: -1+10.18 - PROP. -TCH BASIN _ 220.41 -- I - _- =� � STT , 12.32 • _ _ 225 Storm - __ - --__ ___ - I RIM. 21 M. I 12" P N. - Od-•4EX SO MH 142 , -- _ _ ----_- _--- Improvements IE T (17' - 206.24 SD STA: 00 STA; +SZ.lj1 7.46_ _ v- _ - 220 220 IE si (Joao IE IN 1 " h -'211.13 - E T (12' 5. - 211.05 215 215 210 - ------ ; ----1 1 I AT EDGE - _ T CF•NTERUNE - EWU Off OF U&M amov AT GENIEFAM AW GENTMNE r 1 - 4� orIII.,r.a, 2000, ALL 11 daIMM ARE M MOPOITY OF w MLDI�p OLMOI O1[OIM P.Q.AND AK O NOT To TIL VIM rig P 1090 H MIS! N OM WUM �w a YLn11M1 O J aIOUP,Ra !�, r CIAr• ♦ N N N Date: Checked b N 15 P 2000 Drawn by y: 0 .00 04 A 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+715 3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+00 5+25 JAL JP;: 74TH STREET AND STORM PROF�I.E Job Nurnber. 39095 SCALE: HORIZ. 1' - 20' Sheet VERT. 1' 5' 1fp/lMI1tINAw. O : v lot 1s _ C5 IL Permit set May 2000 �..._ , _ -... .. •...n.. : - . • .., .n a..Y .. - ].i'iG11':IY.F"4U.'.•l,:1,1 i,SpY.birV;+,tp,IF,1".V., }Yd.,!•p, .. f'.•.�u�)1..` fys�.. •.il1F.M• 15M"iry.1-•yy..,." v -- •. 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A '• S •'•WA•<t6lbkf jai «.J.',. -,;,.,. .....l,.+...I.+r.+Iw-,.w1."+.o•w.ut......i.'•MiL+.w �..,.,-w �.N..,r„•....,..: _....,.My..r«-.,hwi.YI�Y1.aI..••W... r��1 r ...wr.:.+w-.,.,w..._ew•........r.,.r.w..+wsr.wu..."r.r,.,rir+...w.w.w..r..w�.....w.-r....,,...+..•.+".,.,,.. ..-e•w"....rho..r.•rn"r"°en�•w.wn-rw+r.ia.e r+w.-.-ti�.w-... . �.... -.. ..m..r.,-.ter....._....-..._ 4' 4''t x" 4 M1 'h I Y f- • / • i I • • 4• • . • • • • • VAI J4117 r. _ _ -- _. _ - - - - - •� - � � MILDREN DESIGN GROUP,RC. ELEC o • v I I etattott�t e>1�7scivl� WA�a 1'1.ANNWC AUL t, y� 11830 SW Kerr Parkway,Suite 325 Lake Oswego,Oregon 97035 I (503)244-0552 I O Na SICALE.• 1 ?0' ?0 10 0 10 LL1 00 • 1+00 fn0 o • • • w I N o. 0 U °� I 10480 SMI NtlMua Avr., Portland, Oregon 9722 __ I *5031603-0033 FAY.: 5031603-9 PI�MMO�Y•Dl�lt{•IANW.Wt sItI d.iUI1rAV= PROP. STANDARD CURB AND GUTTER i. W I PROP. SIDEWALK SAWCUT LINE -�------ PROP. STREET SAWCUT UNE -� - I -- �� 7 •' Z O � ;':;! PROP. HEAVY AC PAVEMENT SECTION IDA USt-m 44240.-- ] - W i ----- -� - f r .. r..T:l:!�: PROP. CONCRETE SIDEWALK �c4y �Wo fp 240 AII151_ VIC - Z40 = 3 g Q G� N PROP. ADA RAMP 107.77 �'� - PROP. CATCH BASIN D. a 4.50 �� I I K 2.50 - - ~ LA 3 5.50' .50' 4 g 5 N _�- r _ �� I � � PROP.STORM LINE N p 1 � -' - - - - - " z v� -- EXIST. CENTERLINE EXPIRES 12/31/00 Z36 *,:- 235 M - .. - �-:-.- �- ;' -. - - i -"' •: - f� - - EXIST. R/W Q u EXIST. CATCH BASINS w 1� 17' STA 3+00.47 EXIST. LIGHT STANDARD STA: 0+25.14 17' CHERRY STREET 6 OFFSET: 26.70 L T. 25.16 L 10.00' PROPOSED SAWCUT UNE-1 PC STA Z+77.02 17.00' L __ a 230 _ CHERRY T) & _ _ 589 W37'E � _ + (CHERRY S 00 I COM EXIST. COMMUNICATION LINE 210 + - CHERRYrSTREET $ .__ I 329.99' $ 1 �, $ OH EXIST. OVERHEAD POWER :SNE 11'43' PT STA: 0+44.92, 17.00 L C H E R R Y STREET w EXIST. WATER UNE GAS G GAS -- V ( I sm EXIST. SANITARY UNE 225 ZZs CIM REI M DATA 3 5711 EXIST. STORM UNE -- -- - F1 M 92A A M: 2 .73 I t7! - I.E.•ELI 207.25 FA EL 206.24 I.E. EL- 207.07 OA PC STA: 0+44.92 17.0' RT. BOPC STA: 2+77.02 17.00' RT. I Ir PVC OUT S.E IN W. IN N.E. 12' PVC OUT S.W. (74TH AVENUE) ELEV: 210.44 (CHERRY STREET) ELEV: 223.73 I.E. EL- 226.40 .: 227.76 18' PVC IN N LL EL.- 207.25 1/4,4:209.74 1 4 A:224.78 12' ADS OUT I- -1-112 - - STM STM - i PC STA Z+77.0 12' PVC OUT S.W. 10' PVC IN E. R 28.00 / R - 33,00 + 220 1/2 A:209.64 L - 43.93' 1/2 A:226.33 L - 51.94' 220 17.0 R CH 3/4A:210.08 3/4 :227.76 I -`_ - PT STA: 0+44.92 17.00' LT PT STA: 0+50.13 19.81' LT. I 1A A - (CHERRY STREET) ELEV: 210.60 ;72ND AVENUE) ELEV: 228.52 ---- 224.78 FlumOwner 3* OF CLASS . . (j Pacific IOW Q CONSTRUCT HEAVY AC SECTION ASPHALTIC CONCRETE - • Properties Q RELOCATE EXISTING FIRE HYDRANT PER CITY OF T!�R.4D AGGREGATE OF 1 -0 DETAIL 542 SHEET 11. l;l l„t N GE07ExXTILE 0+00 1+00 03 RELOCATE EXISTING STREET SIGN. COMPACTED SUBCRADE MIRAFI 500X. AMOCO 2002 CONSTRUCT MONOLIiHtC CURB AND GUTTER PER CITY OR APPROVED EQUAL STANDARD, SEE DETAIL 126 SHEET 8 PER GEHESIL. INC' GEOTECHNICAL REPORT DATED X21 AIS CHERRY CURB RETURN DETAILL 120 SHEESTRUCT 8 STANDARD SIDEWALK PER CITY STANDARD. SEE OCTOBER 26, 1999 9965 S.W.Allen Blvd.Suite 115 Hm. © CONSTRUCT STANDARD SIDEWALK RAMP PER CITY STANDARD. EM MM IRAFM- C. p� Beaverton,Oregon 97005 VERT STATIONIN4 AT RAMP CENTERLINE AND FACE OF CURB. SEE DETAIL 126 SHEET S. Q CONSTRUCT STANDARD DRIVEWAY PER CITY OF T;C;4D STANDARD. SEE DETAIL 124 SHEET S. t Pro)ect: 72nd Street 240 -- - 240 Off ice --- - � -- Building 235 - -- - 235 72nd and Cherry - - _-- - - - Tigard,Oregon - 230 -- - 2.50 W PON ZO'8-E1-- - N� -FRIM - - '_ -- - Al 225 - --- 225 - - K - - - 225 - � - - 225 Sheet Title: Cherry Street 220 _._ - 220 - _ --_ _ - --- - - '1 i 220 -- STA: 1+68.9 ELEV: 215.70 _ Street and 420 MN I -PT A 0+44.92 i - -- -- - - Storrs - - �, - --- -- -- 210. - --- - 1 --- - --- _.� _---- _ _ ----- �� _ -- --- --- -- 215 -- --- -- --rb 215 - - CLS O.ai.27 _ _ PIT STA. _ - -- - - -- -- ----- -- - Improvements +� i OFFSET: 0.00 R- _._.-.-.. c - .92 tv ---- --- 215 - -•� ---- 1 - ` r -- - -- - -- 215 --_- N C _ PVC w 471l� -- tE ou 12' PVC S.W. - 206.24 - 210 - - -- ---- 210 -- 4 -- -- 210 17.p R 74TH 17.00 L CHER 210 - -- ELEV* 210.44 E". 210.50 STAM imp GNM 1+53.97 ELEV 215.73 STAI 0+10.98 (CURB i 205 U 205 ELE V. 200.74 _ a --- - - --- - - -____.- - ----_ ___� - 205 RevL9WrLs: SIX- 541, 205 - - -- ELEV: 209.6/1 _ - -- �y `-r•- ELEV - --AT LEFT UV" _ r r � LK r cS r r r � C4 Cj 0+00 1+00 C4 C4 C4 114_ 1 24TH AIS COY CURB m URN _ P.C., MM All 46 SCALE: HWZ. 1' - 20' i 1 VERT, 1' - 5' 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 b�N1�ot�o -M i MLOW OLOOn 9n6N1 ►0,A1O 11t'R DM�10O AK M MOPHITM Of PP am OF 11�01ln 06M1 OOOt�,P.0 CHERRY STREET CENTEF UM *9LE ,`° "M P"p": SCALE: HORIZ. .1' - 20' Date y VERT. 1' - 5' 1511118 Drawn by: Checked by: JAL JPR Job Number: 99495 Sheet of: 130O SW 72nd Ave. ilR200o O10lO,PLM20M OOm Permit 1yet - �,��,• 2000 C6 •d /2 y, Jai MrnMr• �' ;ri! •{ T.+ --�^ ��"�'r•• � t� EMM OPW ..FM11.In:K..► eM. grrs••. • ' TYg2I^I`11h 1Mr1'N4ytAf l.YIkIC I - . . .r I i i, ..+M•'`6r .? :,�. .•,� �., 4 � ' , i I '��- :w>w^mnOw�ipMr[ to 14 12 17 . 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III ANCHrIV' U " WACII FI ANNM f .11830 SW Keir Parkway,Suite 321 I I ' Lake Oswego,GI cgon 97035 (503)244-052 5CAL£•• 1 1-20' � 20 R— O ■ • 1 b N 1 N O, STA: 0+06-67 CONNECT PROP. 6" 01 WAT TO IOW SW NMew Ave., Portland, Oregon 9722 EX. AH ( - CONNECT TO EXISTING !5031603-6933 FAX: 5031603-9 0.80' L (74TH) d WAT 16.8 LF a, Di WAT GATE VALVE - RIM: 210.07 AND 6" X 6" WET TAPPING � 2+76.99, 6.16' R F�L EL: 202.22 SADDLE. V22583 /1AN11■4"RDIGMm1�.1A1011CM[wlplltitan.yullA 8 PVC IN N., W., STA: 2+28.91. 8.17' R e" PVC OUT VERIFY ELEVATION AND LOCATION REMOVE SLOW OFF PRIOR TO CONSTRUCTION CONNECT PROP. 4" SS TO EX, PROP. SUN 1 S W 04 LF 4 P g EX, SSIAH + O 1.22% AND CONNECT '3`fiA:f r .11 0.20' R 7� - ELEC ELECT- 0.20' R (74TH) RIM: 239.34 � W/INSERT-A-TEE OR APPROVED RIM: 229.62 IUA"F EQUAL F�L EL: 221.74 F, _PVC OUT S. �S� 1 'I1 6" PVC IN N.W. D ; 8" 1'E: 217.00 8 PVC OUT S., X X - X - X ---- X ---� STA�2+12.14, 8" PVC OUT S., 1 • STM N STM STM STM STM - T u h N � D EXISTIN " SANITAR` 7 4 I wH A U '11 P r AN ems- .SA�''"�SAN •„'- I��>�A11 SIW'"� t^—6AN -•6 --•-9A'A-"--- l _ I - - EXPIRES 12/31/00 111-- g g 8 — — 0 W WIra- �. i�•--r-rr-=.r'- �'<r• - -�-'— i' ' A, �. _ .,:,. �� ♦ L •. - NO - HO HO - HO I I STA: 4+10.97. 8,16' R LREM WAT TIEE AND 16.15 LF ELEV. 235.84 I 6" DI WAT STA 2+96-4a. 8.16' R PROP. STANDARD CURB ANG GUTTER • 1- J ro PROP. SIDEWALK SAWCUT LIOE • ------ m y � - PROP. STREET SAWCUT UNE r- n SEE !)N-SITE S FOR IN ALL HY i W v o CONTINUATION OF WATER PROP. HEAVY AC PAVEMENT SECTION CONNECTION. 6S C1 a TER PROP. CONCRETE SIDEWALK PROP. ADA RAMP ' ■ PROP. CATCH BASIN Owner: ° PROP•STORM UNE i I I o PROP.SANITARY UNE Pacific NW I PROP.WATER UNE EXIST. CENTERLINE Properties EXIST. R/W I - EXIST. CATCH BASINS - EXIST. LIGHT STANDARD -COM EXIST. COMMUNICATION UNE 9965 5�1y,Allen Blvd.Suite 115 OH EXIST. OVERHEAD POWER UNE Beaverton,Oregon 97005 w EXIST. WATER UNE IRAN EXIST. SANITARY UNE -- =>TM_ EXIST. STORM UNE i Project: 72nd Street 250 - - -- 250 Off ice _ Building 248 - INSTALL-6" LOW 45 —_ —rr r r _ 72nd and Cherry Tigard,Oregon ---- 240 PR DM GA GR INST 6' X 6" 01 i 235 -WAT .. — --- _ 235 Sheet Title. CONNECT TO EXISTING 74th Street SIM &FIC-3 ELEV.6 GATE VAL • �. �- H 230 Sanitary and - _ + EXISTING GR O C -- ., -- M - 1 __-_ _ - _- —__ _ _ Water 2 p J OUT- 23125 228 t - - -- -- -- - 1 0 0 - --- - --- 225 Improvements EXISTI GRADE--*. - - ~ r - 220 .00 — 220 V - - - GRADE - - - - -- " , _ — am 22182 215 N� M - — �� A• � Y MNNECT 215 Revision JE_ I OU Q� P S - 29;,22 g0 EX• 6' T 16.8 LF 6 a WAT 17.1 a- - -- 210 � - -- -- - '" _ VERIFY ATION AND TION 210 I _ PRIOR T( CONS1R=Vf-- __ -- _--- --- - MORE_ELEV� AT EDGE _' _- T CENTERLINE AT -- -- - - GENTERLOG - pMDIK11 alllw►, P.E. 2000.ALL RIGHTS 11[90tvt0 •- UM ORAtt9�99 AK nth PMPIM OF Roan IX•OI 9■Gllr,lipP AIO AN Wi WT To 0 ANY V PpM�I'A a 91O IIIAI■Q,Rr�119111 "U Pt�011 NI■TIOI Date 011l5p1May 2000 C! r a Iv Dawn by: Checked by. N JAI, JPR M1 r�i N tr a Job Number. 99095 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+00 5+25 1 Sheet13M !Irl Atlw Of. 74TH SANITARY AND WATER ,a „ VERT.• 5 Permit Set - May 2000 C7 , Y • • ."" ■R'Y' - .wss - 4'11!nG . . ,.,1h�C?e,`:X �.i.�,.. .tN'�•,� N4�M�".I�JM3aPT:.�1:•.�M`trr..rnre'.y■..w _ r ,..,. _ ....,..w•wrw+aar•r".+re+"..,.rxpaad►....,..K.,...,.+. ._ - , .., �•r:H. -..r -:4j+.,�-.sr 14 1 1 S.fir • - . � '.l, � , '/ - .i �. 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Hin".-w,..,.•.......re•,...., -..,. ,. ,... _.r,.... .-•..;»...•.....-,.••..n.., ,. . ., ., .....,...,,.-,r.u...w.-rr ♦ tl'��4, tar_. �4 I tip � E r �T�� EROONOONROL FA EC ') NOIEO ERCSON CONTROL MkTRX REFERENCE: EROSION CONTROL PLAN TECHNICAL GUIDANCE HANDBOOK Ag�E(1111 CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION/SEDIMENTATION CONTROL 1, THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS POLL CUT TO TIME '�` PI T • BASE MEASURES <2X <10X <15>: QOX t30X t50X �50X CATCH BASIN DITCH ( STIIUCTION/PROTEGTI ) DURING CONSTRUCTION PER THE EROSION PREVENTION AND SEDIMENT CONTROL LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, DRAINAGE DRAINAGE PLANS TECHNICAL GUIDANCE HANDBOOK DATED FEB., 1994. FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A WDREN DESIGN GROUP,P.C. 1. GRAVEL CONSTRUCTION x X X X X X ARCKML M • WACH NANNNINU MINIMUM B--INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. OR ENTRANCE (SEC. 3.3.1) 2. IT IS THE INTENT OF THESE PLANS AND SPECIFICATIONS TO ENSURE THAT SEDIMENT OVERLAP 2'x 2" POSTS AND ATTACH AS SHOWIINN ON DETAIL. _ KEY: X - BASE MEASURE (REQUIRED AT ALI. TIMES) 11830 SW Kerr Parkway,Suite 34 LADEN WATER DOES NOT LEAVE THE WORK SITE. THE CONTRACTOR SHALL USE ALL 2. SEDIMENT FENCE OR A - ALTERNATE TO BASE MEASURE INDICATED IN PARENTHESIS AVAILABLE MEANS TO ACHIEVE THIS RESULT. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE BARRIER O TOE OF DISTURBED X X X X X X X - OPTIONAL BASE MEASURE, CAN USE AS APPLICABLE Lake Oswego,Oregon 97035 FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND AREA (SEC. 3.3.2 O 3.3.3) - 0 - ALTERNATIVE �WET�WEATHER MEASUREMEASURE ASRE 0(NvVEMBER 1 - APRIL 30) (503)244-0552 3• THE IMPLEMENTATION OF THESE ECP PLANS AND THE C'INNSTRUCTION. MAINTENANCE, DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES. REPLACEMENT, AND UPGRADING OF THE ECP FACILITIES IS THE RESPONSIBILITY OF THE 3. UNDISTURBED BUFFER O TOE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED, AND 3, THE FILTER FABRIC SMALL HAVE A MINIMUM VETICAL BURIAL OF 6 INCHES. ALL OF DISTURBED AREA (1) NOTE: IF DIFFERENT AREAS OF THE SITE HAVE CONSIDERABLY DIFFERENT SLOPES, VEGETATION/LANDSCAPING IS ESTABLISHED. EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION, SHALL BE BACKFILLED (SEC, 3.3.5) THE SITE MAY BE DIVIDED UP AND EROSION. MEASURES SELECTED FOR EACH ARE FROM THE APPROPRIATE COLUMN IN TIME MATRIX AND COMPACTED, ALONG THE ENTIRE DISTURBED AREA. 4. SEDIMENT FENCE INSTALLED 4. THE ECP FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION ON CONTOURS (SPACING) WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE 4. STANDARD OF HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURED STITCHED (SEC 3 3.2) (300') (150') (100') (50') (25') THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE LOOPS FOR 2'x 2" POST INSTALLATION. STITCHED LOOPS SHALL BE INSTALLED ON THE APPLICABLE WATER STANDARDS. 5. TEMP INTERCEPTOR DIKES/ R UPHILL SIDE OF THE LOOPED AREA. SWALES AROUND ACTIVE WORK IIS 5. THE ECP FAL:LITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR S. FILTER FABRIC FENCE SHALL BE REMOVED WHEt' THEY HAVE SERVED THEIR USEFUL AREAS (SEC. 3.3.11) 104'SO SW Nimbus Ave.. Pomona• Orew 97223 ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ECP FACILITIES PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMENANTLY PROTECTED 1a 503 W3-"33 FAX: 503 1603-9944 8. CHECK DAMS X SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT AND STABILIZED. nAMM DIUaM•�AK MWRC7S >u�vs� SEDIMENT-LADEN WATER DOES NOT LEAVE THE SITE. (SEC. 3.3.13 ♦ 3.3.3) 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY APPLICANT/CONTRACTOR IMMEDIATELY 7, STORM DRAIN INLET 1 ALUMINUM SIGN PLATE 8. THE ECP FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS AFTEP EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY PROTECTION BARRIER X 3/8' 3/8• VM17E BACKGROUND• , NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY BY THE CONTRACTORS. 1' HIGH BLUE LETTERS ' AND BORDER. BAKED ENAMEL 7, THE ECP FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM WET WEATHER MEASURES OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. N1 ESTABLISHED GRASS • • • • • wr' (SEC. 3.3.8) 1.s' 8. ALL STORM INLETS SHALL BE PROTECTED TO PREVENT SEDIWLN) FROM LEAVING THE 0 L'w 3" �� / PROJECT SITE. AT NO TIME SHALL MORE THAN ONE-FOOT OF SEDIMENT BE ALLOW TO 9. 2"-MIN STRAW MULCH 0 0 0 0 0 ACCOMULATE WITHIN A TRAPPED CATCH BASIN, ALL CATCH BASINS AND CONVEYANCE LINES COVER (SEC. 3.3.7) 0 SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH 10. EROSION BLANKET W 0 0 0 0 0 0 GALVANIZED STEEL POST SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. / ANCHORS (SEC. S.3.8) 9. ALL AREAS DISTURBED BY CONSTRUCTION OF THIS PROJECT, NOT RECEIVING A HARD, DURABLE �•_r �� A SURFACE SHALL BE GRASSED AND/OR LANDSCAPED AT EARLIEST PRACTICABLE TIME. 11. 8-MIL PLASTIC SHEET 0 0 0 0 • • • , VAN ACCESSIBLE SIGN HANDICAP SYMBOL SHIITE ''►IN P 1 � COVER (SEC. 3.3.9) 10. IN GENERAL. CONSTRUCTION SHAM PROGRESS FROM DOWNSTREAM TO UPSTREAM. THE 12. SEDIMENT TRAP OR POND 0 0 0 0 EXPIRES 12/31/00 CONTRACTOR SHALL CONSTRUCT ECP FACILITIES IN CONJUNCTICW WITH ALL CLEARING, GRADING (SEC. 3.3.10) 3'-8' MOUNT HEIGHT AND OTHER LAND ALTERATION ACTIVITIES. POST CONSTRUCTION 11. STABILIZED CONSTRUCTION ENTRANCES ARE REQUIRED AND SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT. THE LOCATION OF THESE ENTRANCES SHALL BE COORDINATED 13. REESTABLISH GROUND X X X X X X X X X WITH THE CITY PRIOR TO CONSTRUCTION OR RELOCATION. ADDITIONAL MEASURES MAY BE REQUIRED COVER OR LANDSCAPF. PMOR TO ENSURE THAT ALL EXISTING PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. TO REMOVING EROSION MEASURES SEC. 3.3.8 12. TEMPORAR i EROSION CONTROL MEASURES SHALL REMAIN FUNCTIONAL AND IN PLACE UNTIL THEIR REMOVAL IS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL COMPLETELY RESTORE ALL AREAS DISTURBED SY REMOVAL OF TEMPORARY EROSION CONTROL MEASURES. REMOVED MATERIALS SHALL BECOME PROPERTY OF THE CONTRACTOR TO BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE 3/4' R e»� EDGE LAWNS AND :URISDICTIONS. r-DRAINAGE BLOCKOUT I I 2'-0' MIN 3* I.D. PLASTIC CROSSWALK STRIPING �„ DRAINAGE BLOCKOUT 1» 6» PIPE W/COUPLING PC/PT . 3" I.D. PLASTIC --` PIPE W/COUPLING 1" BATTER -.;"- ROAD i 1. 6 1" R CURB JOINT 5' MIN. SEE NOTE 5 ROW SIDEWALK B• •� '•''' 18" CURBSIDE .Q c.p o • ' . ' ` sr• p •o" • o •• 6" 1 / 12" P NOT TO SCALE . � r O O o • :'' ~� ..MAX. �" +•":`r., �7 0 vO BASE COURSE-� .•. �T 2' OF 3/4•-0' BASEROCK STOP SIGV LOCATION �o : : :• 2!» Pacific 1�!W COMPACTED SUBGRADE (INSTALL 4" PVC SLEEVE I I UNTIL PERMANENT SIGN 1 9" REBAR Properties PACE INTO GROUND SIDEWALK ADJACENT TO CURB � y 1. FOR USE ALONG MEDIANS, GUTTERS MAY DE REDUCED WITH PRIOR (18" MINIMUM LENGTH) EXPANSION APPROVAL FROM THE CITY ENGINEER. 5" Jam, JOINT (TYP) V MIN. Row Q� �YY :::.t• j . 2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. 1 1/2" HOLE FOR REBAR PC/PTNOTES: 29 e 3. EXPANSION JOINTS: I I 9965 S.W. Allen Blvd Suite 115 ROAD .1. ; 1. TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY A. TO BE PROVIDED: �� -ton,Oregon 9TOO5 •+ • '+ OF THE CURB ♦ AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING 1 AT EACH POINT OF TANGENCY OF THE CURB. +•. r .. TO A MAXIMUM OF 20 FT. 2� AT EACH COLD JOINT. 1, 2' OF 3/4'-0' BASEROCK PLAN VIEW MATERIAL 3) AT EACH SIDE OF INLET STRUCTURES. COMPACTED SUBGRADE 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED M TER AL 4) AT EACH END OF DRIVEWAYS. 1 WITH A MINUMUM THICKNESS OF 1/2". S) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. SIDEWALK AWAY FROM CURB �- 4' 4' �8" 3. TRAVLRSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, NO7FS. _ _ _ FLUSH WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA WITH A THICKNESS OF 1/2 INCH. 2' 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. Project 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 8 SACK MIX, SLUMP RANGE 4. CONTRACTION JOINTS: I I OF 1_1/2 TO 3. �.. s. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. of 2 FEET A. SPACING TO BE NOT MORE THAN 15 FEET. �� 2 72nd Street AND MAX. OF 3 FEET FROM PROPERTY LINES. 7" �8 Q Cr 009 %,%0 B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1/2 INCHES. 2 PANELS TO BE 5 FEET LONG 4 P.C. CONCRETE �oo0 0 opo- 4q0,,, .0so.aoo0907 5. BASE ROCK -n OR 3/4"-0, 95X COMPACTION. BASE ROCK SHALL BE TO 1' 2 Office 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, 2" 3/4"-0" MGG. BASEROCK STANDARD CURB SUBGRADE ',F STREET STRUCTURE OR 4" IN DEPTH. WHICHEVER IS GREATER. 10' UTILITY VAULTS, MIIEELCHNR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. _ NTS CITY OF 77GARD DWG. 12°i � Building 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAMLE TIME AS THE SECTION A-A 6. DRAINAGE BLOCKOUT - 3 DIAMETER PLASTIC PIPE: CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2' RAQNUS. A. 3" I.D. PLASTIC PIPE WITH COUPLING. NOT TO SCALE 5, SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 8 INCHES IF MOUNTABLE NOTES: B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB CURB IS USED OR IF SIDEWALK IS INTENDED AS PORT,3NN OF DRIVEWAY. • O1HEIt1ISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. 1. CONCRETE SHALL ATTAIN A M101MUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. SAW CUT VERTICALLY 18 EACH SIDE OF DRAIN AND PLACED A MI FULL DEPTH OF CURB. 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WATH Y DIAMETER 2. CONTRACTION JOINTS SHALL ENE SCRIBED 3/4" DEEP AND RAMP PANELS SHALL BE 3' 6" R-1/2" C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' T�Oregon PLASTIC PIPE AT 2X SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. BE EDGED ON 4 SIDES. AND A MAXIMUM OF 3.0 FROM PROPERTY LINES. 3. EXPANSION JOINTS SHALL BE 1/2" ASPHALT IMPREGNATED MATERIAL OR EQUAL. 8' CONCRETE CURB 4. SURFACE SHALL HAVE A MEDIUM BROOM FINISH. f TEPDXY -O PLACEMENT IT TYPE PRIOR STANDARD CURB AND GUTTER -ASPHALnc CONCRETE NTS CITY OF TIGARD DWG. 126 AGGREGATE BASE Sheet Title CONCRETE SIDEWALK STANDARD CORNER WHEELCHAIR RAMP Erosion NTS CITY OF TIGARD DWG. 120 NTS CITY OF 77GARD DWG. 128 EXTRUDED ON Control NOT TO SCALE EXISTING DRIVEWAY - MATCH WIDTH do GRADE And i ®• 10' MIN. A LIN .L i�� 8" CLASS 'C AC -oR - 3" CLASS 'C AC ON 8` of 3/4'-0 SEE NOTE 4 Street T1tP. -I �- 5' MIN I VARIES Details OR �.-- 2X SLOPE TO STREAM SEE NOTE 3 1:12 SLE 12 0 40_ o. .o:.O '0' 0..6.0 '00 NOTE 3 SEE POST 4 _ 'Tummw 5 MIN I 2X SEE NOTE 2 �2X SUPPORT DETAIL � Q + SIDEWALK COMPACT & STERILIkE SUBGRADE J. a Q ( FABRIC A 30' MAX. 8' MAINTENANCE ACCESS Revisions: 10' MIN 0 1. MATERIALS' MONUMENT CASE & COVER PLAN 0 �- 2' X 2" X 83', 12 GA. GALV. PERFORATED STEEL POST. 3» 2 1/2- X 2 1/2- X 18", 12 GA GALV. PERFORATED ' GROUND O STEEL STIFFNER POST. ��' S MIN. 2 1/4' X 2 1/4' X 38', 12 GA. GALV. PERFORATED 1. MONUMENT BOXES TO BE CAST IRON oR 4" OF P.C.C. ONi 4 OF 1/4"-0 3/4' 2% 0 STEEL. ANCHOR. ALLOY SUITABLE FOR HEAVEY TRAFFIC STREET LOADING /1036 OR 1033 SUPPLIED BY: �.-- 2X SLOPE TO STREET • • do 0 3/8" X 3 1/2", GALVANIZED HEX HEAD BOLT WITH :� 8 LOCK WASHER, OR 5/18" CORNER BOLT. INLAND FOUNDRY CO. INC. 0 7/18" X S", GALVANIZED CARRIAGE WITH FLAT AND a b:O O p c0 2" OF AGGREGATE j LOCK WASHER, 2 BOLTS PER RAIL PER POST. SP N. 39TH �� ! » SPRINGFIELD, OR 97477 1 (3/4--0-) COMPACTED L_ (541) 747-9172 � 4• A.C. SECTION A•-A " "0 2' x Q" CROSSRAILS-PAINTED VITH REFLECTORIZED � RED AND WHITE PAINT. OR 6 X F 10 GA MESH roon �atvco FABRIC SEE NOTE N0. 4 �,r, P.C. s000• Au 0 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES NO. M 1010 AND SUPPLIED BY: PEDESTRIAN PATH OR BIKEWAY TNS DRAMA Arc INE nrra�a M OW paV14 OD019' P.C. AND Mf �- 0 FOR STREETS AND HIGHWAYS AND THE OREGON ��L NOT To K UW 04 birxoomm N AVT• SUPPLEMENT. OLYMPIC FOUNDARY wAn,cx,ooOnT xrtN TN[•wolf Wei lk 1 SEATTLE. WASHINGTON NOTES: of�ow3+r ►'� O 3F-1 BARRICADES 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS, 8C-8 BARRICADE DESIGN 2. ALTERNATIVE TYPES MUST BE APPROVED 1. CONCRETE SHALL BE 30,00 P.S.I. AT 8 DAYS, 6 SAC MIX, SLUMP RANGE OF 1 1/2"-3" Da'.t 15 Y a 6C-9 BARRICADE APPLICATION BY THE CITY ENGINEERING DEPT. PRIOR 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. -' W POST SUPPORT DETAIL TO INSTALLATION AND MUST CONFORM 2. CONCRETE PANELS SHALL. BE SQUARE, 3/4' DEEP SCRIBES AT JOINTS 5 FEET APART, Drawn by: Checker by: 3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN TO THE FOLLOWING MINIMUM DIMENSIONS: EDGED ON 4 SIDES AND HAVE A UGHT BROOM FINISH. 3. EXPANSION ♦ CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATF.D ACCORDANCE WITH THE CURRENT STATE OF OREGON MATERIAL OR EQUAL EXTENDING FROM SUB0P IDE TO FINISH GRADE. Khl� JPR uSTANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION 3. APPROVED FOR ALL STREET CLASSIFICATIONS. 3. FABRIC TO BE A (MOVEN GEOTEXTIIF (AMOCO 2008) OR APPROVED EQUAL i 4. BARRICADE FOR SIDEWALK IS SIMILAR. 4. MONUMENT TO BE NO DEEPER THAN 6" BELOW 4. COMPACT' AND STERILIZE SUBGRADE. 4. 6" X 6" 10 GA MESH REQUIRED FOR uun!MERCIAL DRIVEWAYS ONLY. JO_b Number 99095 m FINNISH GRADE. Sheet �•w•w t>aa Aw. �f: ol �' STREET BARRICADE MONUMENT BOX STANDARD DRIVEWAY I _� MAINTENENCE ACCESS OR PEDESTRIAN BIKE PATH C8 11 NIS CITY OF TIGARD DWS 192 NTS CITY OF TIGARD DWG. 70 NTS CITY OF TIGARD DWG. 166 NTS CITY OF TIGARD DWG. 142 e-rmlt Set -- May 2000 .. 'Y[qyy�, may! '••• •�*_.• 'rug .r 4n�•*nl'GiS .a.nr,wnswn... F.a.TMea`.!+.r,A .:_ i•,.ri, . .. ..... '•1N �'•pNiA '}J1g/i is ... . ... .. - ., _" .t. .. ' .. ... ........, y. .. .. -..,. ... i. . ,. r... . 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T�. p..d.{1.�.. •;�•••. lf• Pt b'�•. t,,Y 1, i' C. •,:Ir PLAN e 3/4' SQUARE \ »al-.wwc a�o�T Mu*m DESIGN GROUP,P.C. ;• NAIOAIb OA6T TION A A B D D] B TAOX ALL Comm MATERIAL IRAIt AIN oOV� 00 O mum AC TO DREAM OF�• w+ Ir AFA39 1C UR6 • BPA3 PLAIoII�M Pw BRA 16D►-M OSVINAW RA ""�'°� L C `° J $Or* t uT6RAL PPE an coal" mem"=6 N PLACE -� s- e- �� AC 11830 SW Kerr Parkway, 321 _ /SIACIVU 13 L .a N3 As MEND % PP1 N MMIWT I.Bke 05w p� Suite To eQ Oregon 970,35 13 El 00 0,0 4 (503)2M-U552 o ARY MAN R'rsrl 61eAB6 ' 0.R uTm1AL • i•i V AIW41 LIT PAPE nuo Q�, 9 1 I w� s�AsNWAL�Odw •, •�� Ilna >n0� �� ' 7 9X+ ° 000�o oo° O o0Se"o°a��p ogo°��Cb X08 o �o °bop �Oo AIrA1.011 MAY SE ALLSm ••. I N A TRw6RIIRY aE1I SECTION B-8 o; NCAy w w 0 0 r . IT 0 TO FIIOMD[iN-0 Mpl A N EMIT-pmY: •. IIE10RR1 0/P Mt1100 T " o O o0D • i 1 • N 1 N OOUtANOUTLNIOM« 6X10 Ono;TO�mRIGM MAR am o OF°° LAIIRAL 0011,1»0�/ 0 0 a0o �/ FAM HIo#it AS OH MI 011 A&LOOM iM MO UT V PLAA NS IN IIOOIt o0Oo p° 10450 SW NN10w Aw.. Portland. Or"on 07223 LOW,muff Tip FACE 6MRRT O O oNOOHT oOoC *J0316W-pp33 FAX: S03 Itl03-99NSECTION A-A ` c�oLoN amt am*= Qpl►Aa oo�°4 o0. PLANA t•aw1011•uwuAK AKWRCn.8UW4 0" 110 r� .Aq (M�1-SANTARY) �� pBooNO 26-31V I SACUMM .• .Y^ .\Y •• •• BAOKFIIl OOMPAC110N (0RH�1 w/Bu►ac uTTRaq • 4' ur. BBII 4• DOM: SOX . • Xs PP[ 2x4 (PER AA*ITO T-N) !4�.�./ ��•: •. r -fir--- -_-� � �►G �''q OCNOER OICA= 1 7- FM PLASM PV& • " • IMNRRIM ti+OPL TOR 3/4'-O PR taK Y 1 • r PPL - 0.010 MATOIAL AS 6ND0111M _ + 4"PPE - 0.020 N P. NOTtI 0aeo�T;ImoAs1:OnfiE WR boo" AND 4s 9W IF=10111M PIPS :+-1 Ir�OwlMfO aomwpc ELEVAT)OlV EXPIRES 12/31/00 T—CUT ASPHALT DETAILS NTS USA DWG. 283 STANDARD CLEAN OUT i NTS USA DWG. 150 CLEANOUT FRAME drr COVER NTS USA DWI?« 160 SANITARY SERVICE LATERAL NTS USA DWI:. 170 LaOCATE PRAMS AND 00v0 OIIOR LOU OF AT LEAST Ir IN "DIN NOTES: CLASS "B" CLASS "A" - -MANHOLE DESIGN TO CONFORM WITH ASTM C-478 :. lUIKALt RcsTORATXN Mona EIOCZSE NATIVE 11AT17tlAL r MAXIMUM ZY FROM • ► WN INDICH 70 0 `S, 0 AS 04UMED ° FOR SETTIMADO NW TOP OF PTRST ROM SET FRAME IN NON-SHRIW aROUT Pacific To TOP of CASTING s0." �p•.�' I NOTES: GRADE RINGS (2"14"O: 6") RUSBOI OASXET �''s " y, r� •"•i• "•'., • SET IN NON-SIMRNK OIROUT Properties MANHOLE TO CONFORM MITA A3TM C•-479 • • • � •� STANDARD ECCENTRIC e ` ••• ..• '. .. ALL POO DNTFlrNO OR EIpTNO SHALL BE WATER 3• CCNNE •• • •. •• �` PVC •' • I Z •' •• •• • UNOIE1U116m CHANNELS TO BE 3/4 M011IICAL H�iT OF • N 12"MINIMUM � �. v tMNNTUH ►'ATM EARTH -WK-sroam raw PIPE TDR FOR CONCRETE SANITARY� EARTH �ACIR Z i . PIPE � ;�► 3/•' 0 C101E1lD MATEJgAL� -RAM-IM OR WIT-WAC TO SE USO ON ALL SANDED i '► :` "0C1� \ 9965 S.W.AI Blvd. MANHOLE SECTIONS A PPE . , lets d Suite 115 ! -SNLDE DROP MAXIM S' FOR SA MY NO 4' ' • WELL FITTING '' ' '. 0.o. : ' -•T:r: • . Beave rtonl Oregon 97005 � SI YOUICAL DISTANCE N%W 70 Brow MANIOC[ lEC1ION •' •i �•.•'•••.>`V�� MB6MM ►IOGNT 0.r sTANDA11p To SE a' (VARIABLE V• V) PVC SANDED BELL ' 4 '• I I •;,5•,,•;: ••• •,Si•.• : • • ,• • -SEE ORA�HO NOI 100 MMMOLE STE1•S 7_ �• • �+-+�+�=�ti i 6" MIN. ' � � 3/4 -0 CINAH 0 ';�� •;•;�: ' t/2 PIPE d.0. IOIOOIOOLIR TO 8E IVSD sSRN S>RR OUT PPE IS • Am •' : _ ►ws r -3' OR LES; fb 4 • • e •,•'.. ' 'D 1 a �1 a 00 �� • Project. • KORNBAND v igp0 •• ° °0 e�e•I� " 3MPI< • °°•° o• °°• 1' • STAINLESS INTERNAL • A ° • 0 • e o = e� 6mDNo toS b 0 ° 72nd Street 48 MIN. STEEL BAND e • O p°• e • • ••: NON-ltlINBfNO GROUT CON!^...QCT CHA NO. ia•' MAXIMUM FOR CONCRETE PPE AND SF IN FIFA D 1"/FT. SLOPE •' 1' MIN. FROM TOP OF 24-1 �•.� Off ice FOR CONCRETE PIPE J PI TO MANHOLE INTERCEPT • 1/2 PIPE OA. PM s MN. FOR PIPE �I LLM THAN Ir 1/2 PPc OO. Plus r MIN roR PIPE it- AMD LAROpt Building P NOTES: �! 1. SUBURBAN TYPE NOT FOR U! N TRAFFIC AREAS OF CCU,ECTGR AND ARTERIAL SIRE FLEXIBLE `' '' 2. COVER AND FRAME SMALL BE OMAY CAST IRON ASTM A-46 CLASS 30. '.1 CONNECTOR 4. NOTCH LID OR LW11NO HOOK. TO A TRUE BEIlINNO ALL AM FRAMETO N MACHINED 72nd and Cherry it of 3/4"-G COMPACTED !�. : BASE MA/ER1AL KORNSEAL BOOT J..—[f�mJ • 6 MINIM •:• TRENCH BACKFILL DETAILS PRECAST CONCRETE MANHOLE BASE SUBURBAN AND STANDARD MANHOLE FRAME AND COVER NTS USA DWG. 280 STANDARD MANHOLE NTS USA DWG. 020 NTS USA DWG. 110-SA NTS USA DWG. 010 Sheet Titin NOTE: MANHOLE STEPS MUST BE TIGHT AND FIRMLY Sanitary „1 EMBEDOED. THEY MUST ALSO MEET TIME ASTM —r MANHOLE FRAME AND COVER TEST FOR WITHSTANDING PUUJNO OUT. Details RUBBER SLEEVE STAINLESS STEER. ► :• a-3 4" EXPANSION BANDS PRECAST CONCRETE • 'N I' ADJUSTING RINGS • •:d NARROW EXTERNAL a= RUBBER SEAL E'"E"!0N PRECAST MA6HOLE coy[ '•• •P TO SPAN CHIMNEY HEIGHTS OF: 0-r - NARROW(6-) SEAL ONLY ,�" ova r - 6 1/r - STANDARD (60) SGT. ONLY o ff•' - 12"- EXTENSION EA + MMULSEAL T. EXTFJNlIms ,� ' COPOLYMER POLYPROPYLENE PLASTIC ' 'a Revisions: INTERNAL MANHOLE 1/r GRADE BO REINFORCEMENT • /4 NOS' CHIMNEY SEAL • -■,QVES AND EY.TTDNSIONS SHALL HAVE A 13" CC MIINRUM OF 3/16' THICKNESS -MMOR SHALL SE EXTRUDED HIGH GRADE 3-3/8" FOR i COM►ouND WNFORMNG TO ASTM 0.23 BANDS: SHALL SE FABRICATED FRLIM 16 PLASTIC SAFETY STEP OAUOE STAMM STEEL CONFORMING ,s TD ASTM A240. TYPE 304 6 • 6" ANN= FRAME AND COVER $ -NUTS AND BOLTS SHALL sE STAINLESS •• e a . STM QONIOIMMwIO TO AS1M FM R ARID INI4r TYPE 304 •* ' .':V ' I+ -ALL SRADE IMNO AND CASINO FRAME STAINLESS STEEL TOP BAND - • SHALL K SET N NON-001NINO GROUT. RUBBER SLAVE 08 3/4" OALVANIZED BAR ` .. '" ANL[SS STEEL, BOTTOM SAD `` MATERIALS: ��' ' � • XTERNAL. RUBBER EXTENSION ► �: 1Z» le 1�11E�vE0 GALVANIZED: �;!� p o'r�. P. . ALL #B (3/4" DIA.) GALVANIZED DEFORMED REINFORCING BAR. •:.••d' •: SIIORAWW p10 A i NO PRECAST CONCRETE • REINFORCING BAR CONFORMING WITH ASTM A-613 GRADE 40. -4-* ,a MAN OM CEHf,MIH M PRIN Nana ADJUSTING RINGS PRECAST GALVANIZED CONFORMING MIRTH ASTM A-123. . NOT TON Or 011 R m N ANY MANHOLE CON[ PLASTIC: ` . PORRl�011�M01N1 0[fION�. P.C. 15 May 2000 MUST CONFORM NTH ASTM C-478. Datr. y TO SPAN CHIMNEY HEIGHTS OF: Qe STEEL REINFORCING BAR MINIMUM 1/2- GRADE 60. MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED Drawn by: Checked by: 0-4 1/S" - CHIMNEY K'L ONLY WITH INJECTION MOLDED COPOLYMER POLYPROPYLENE OMR 4 1/r - 6" - SEAL + r EXTENSION MATH SERRATED SURFACES. KAL JPR 19 ovaR Ir- 1d.• - SEAL + 10' 0011)S1ON EXTERNAL MANHOLE 45 am 1r - SEAL + MULT. EXTENSIOINS 4"FOR OIILVANIZED STEP Job Number: 99095 CHIMNEY SEAL 11E1•swTtIMA» MANHOLE CHIMNEY SEAL MANHOLE STEP stleec �f: � NTS USA DWG.100 �� 6a a NTS USA DWG. 140-SA Permit -Set- - May 2000 ►I .. DIRPIRRM -. ,. . . ..w•,.,pry..,..«._.an.a.,....,••y,.1,.., ,..... . ..... _.,......,..d ...24 ..,+r emrn _. _. - s., ,..�. >.aw.wn4w 11 :; 2 ` t..p'' 10 12 14 16 � �- "•� ' ��1i1�11�. IIIIIti,1�IIN 1111 illll• L1.11��1i�lfl 1��1� 1��1{II�IIIII IIIIIIIIillllll IIIIIIIIIIIIIII IIIIIIIIIIillll Illltllllllllll IIIIII�Iillllll�lllllllllllllll Illilllllilllll II!IIIIIII �� l 1�� Lh I�N�IIrIIIRflll4 II�IIIIIII> n I11 r, i • 'l YJI•f •.I.www.••Y.,.•••"WT•An��.1I wYiML111•I�r. ••Y.,F.w+Mu.l... ..••w.cR..s..,QM.•'Mp••.••11.�-M•.�•WM +•.�..1.•MM•.V`M.— . .rYMWW1...�r........+.-...• ••..,...•.�..,.«......,.,..+r+..0. r....... — — .r.'......•.•.—.w..-.r.•.�e...+r. ti... , .. .. Mi1.�lYwrAa.Y'.♦.�. ...,�. ...,.».. ..,w•. ►.,..-..r,�.�-r..w.r+•.�.Iwr� .,•tip :s1•rHi.. .. ...,�.. �...o--.......w,... ........�,. H.• r s r* �.* 0 ,'Ark S; '3 I ro ,M*tti A A GENERAL NOTES: 1.) STORMFILTER BY STORMWATER MANAGEMENT, PORTLAND, OREGON (503-240-330). UJL * NO- B.>1NAW 2.) ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE MANUA_ FOR No. SAA& ft AM �B U& DETAILS. An 9oa�wr pawn r�nruw MIA G tm DESIGN GROW',Pc. 3.) PRECAST CONCRETE VAULT CONSTRUCTED IN ACCORDANCE WITH ASTM C858. ASC1M'BCitJIAlt • SPACE 1UNNINIG •� NA NA M1 t N t N T J 18.90.,W Kerr Parkway,Suite 3 ooI1o1R>t A110110M rp �►• 4.) EXTERNAL PIPING AND G'OUPUNGS PROVIDED BY OTHERS. � INLET OUTLET OF PI 1InY �,d 5,) FLEXIBLE COUPLINGS TO BE SET 18" OUTSIDE FACE OF WALL. FERNCO OR ENGINEER APPROVED. Lake Oswego,Oregon 97035 ° 6.) SEE PRECAST STORMFILTER DATA SHEET FOR VAULT DIMENSIONS. ELEVATIONS OND NUMBER OF CARIRIDGF'S. (503)244-0552 �. PRO"T T DON #1 7.) ANTI-FLOATATION BALLAST TO BE SET ALONG ENTIRE LENGTH OF BOTH SIDES OF FILTER AS SHOWN. '`' i '•: .i000 SEE PRECAST FILTER DATA BLOCK FOR 'BALLAST VADTH AND HEIGHT DIMENSIONS. MV OFFICE BLALMONY0 � @900" ANTI-FLOATATION BALLAST ALTERNATE PIPE IF FIVE OR LESS CARTRIDGES PLAN It' • k ,',•�t!I1 .. j (BY OTHERS I I ) R i i toles AGAINST VIEW CONCRPRE-ETE VAULT ' ALTERNATE p • • I O N I N o , I , 4. ENERGY DISSIPATER • ~ • • I *9W 07223 .:• u11o1STUIsco SnIL .. . , ' •.W, tnl5o sw NlrnOw AkN., Po►tlona a .e • •• • �5031003-0.33 FAx: 503 1603-99N PRECAST STORMFILTER* DATA ,' ,. ; , AA:, .. tenlrlou•exaNenu.wacA*e wlarRcn.tll/IYEYCR! REMOVABLE WATERTIGHT CAP DESIGN WATER QUALITY FLOW cfe 0.16 OUTLET A \ PEAK FLOW cfe _4.00 , CM PLASTIC OR DUCnLE IRON RETURN PERIOD OF PEAK_'r LOW I a 10 b •::` �!:.`; • RADIAL FLOW CARTRIDGES KQ_UIRED 9 ~ ' INLET 1 2 Q ELM OUTLET 'i' •a� ' �. !:A ' PRECAST STORMFIL�4 SIZE 6 x 8 L. 1' x � _ 2 SUMP t : `: In-Out =2.3' min. I.E. MATERIAL DIAJ►!tTER } w MATH Polar em Slctlt . ► . �;• ':' INLET PIPE 1 213.04 HDPE 8 INLET PIPE •� f,�� SECURE O ALL AOANOT UNCIS1UMM , is Q011Ca1t1�: I �. (BY OTHERS) 1 � STAtNLE3S STEEL BANDS loll (TTP.) .n• ,i: . ..•,: � INLET PIPE-12-- 111_1 IPE 2 •l � 1 �. r 1ADDE (TTP) • (MIN BOL IS2" tM10E) AND INLET PIPE 3 OUTLET PIPE 6 ' FLEXIBLE COUPLING 1�. a :a ►' A '•i OUTLET PIPE 210.71 HDPF 8 , s....� ,. -•`' 4 RIM ELEVATION(S): (BY OTHERS) (BY OTHERS) �� 2 MH DIA TO BE DETERMINED BY -' s' s SIZE OF OUTLET PIPE 1: MAX +• d" M,N 4-19' PTFE - W DIA MH , 1 217.12 4 - 217.35 .• 2'- ENERGY DISSIPATER (TYP) N P. EXPIRES 12/31/00 MP LMM THAI 16' PIPE PROVIDE SPECIAL OETAA- P '• " PLAN �.�. 1�=4 ��, NORTH , ,�,- •,: i. v 4 ••L.•'.. , w• •. .' ' ..•. .. • v SLOPE MIN. ANCHOR SPACING 2 3 \3 217.21 i �,,;x,. <.• _ CENTER TO CENTER 2 = 216.98 / _ . • SUMP VOLUME am%UAL Pa19 am ADJUSTABLE UD YES � d •• � �RADIAL!j SECTION A-A SINGLE FAMILY RE8lI. 3.6 CF/ACRE 0.36 - 0.00 26, =0&ffWi PIPE MANIFOLD (lYP)MULTI FAMILY REQADENTIAL 22.0 CF/ACRE ta DOOR OPENING DIRECTION: (FACING FlE ( COMMERCIALANDU'3TRIAL P4.o CF/ACRE 0661+ at COW. EICASDAINT DOWNSTREAM - SEE FIGURE ABOVE CARTRIDGE (TTP) OUSE 'NEA' FOR METAL GRATE 2� TO 1' H-�0 TRAFFIC RATED UD No 6'x8' PRECAST STORMFILTER'M- PLAN VIEW 1 ' LADDER YES SCALE: N.T,S � POLLUTION CONTROL MANHOLE g� _ ANTI-FLOATATION BALLAST WIDTH HEIGHT NTS (USE N/A IF NOT REQUIRED) N/A N/A Mo A !' ' :1: A 2 - 3'x3' DIAMOND PLATE DOORS (TTP) TRAFFIC BEARING UD (ITP) 0 LE O O O ti : ' Q (treat) = 0.16 CFS FROM WATERWORKS JOINT 1 -6 OVERFLOW SEALAMT (TYP) ` Owner: FLOW SPRE4DER Lf r)DER (TYP) O O S 0 O CARTRIDGES = 0.16 (449/15) Pacific NW O O 5 CARTRIDGES R K)IAI. F LO Properties RECESSED CURB INLETS ". rtIJGE (TTP) PLAN VIEW TO BE INSTALLED IN 5 CARTRIDGES = 6 x 8 PRECAST VAULT ;. i p O p ACCORDANCE WITH FLOW RE(TYP) OR :�. MINIMUM B " CURB DRAVANG NO. 226 DISC �? NOTE: I.E. IN - I.E. OUT = 2.3' MIN. O TCP OF « .�. PAVEMENT STORM 9965 S.W.Allen Blvd Suite :15 a _ 14 Beaverton,Oregon 97005 M�APAFOLD (TYP) raR l r r) 21" 4• a . 18" �- 6'x8' PRECAST STORMFILTERTM- SECTION A-A A-A �--- sr o : •. SCALE: N.T.S 1 oil V .•: PrL jest: : .,:. . 1 2nd Street Ls" GENERAL NOTES: U.S. ft ' Off ice 1.) STORMFILYER BY STORMWATER MAIAG�EMENT. PORTLAND, OREGON (503-240-3303)• 11•• INNNIA•„AM eller I&L SECTION A-A SECTION B-B 2.) ALL STOIWLTERS REOUTAE REGULAR MAINTENANCE. REFER TO OPEw'Ta" AND YL 1�1 A *°"�` 1' 064-, NOTES: MAINTENANCE MAILJAL FOR DETAILS. Building 3.) EXTIANAL PIPM AND COUPLINGS PF WADED BY OTHERS. CATCH BASIN TO BE CONSTRUCTED iN ACCORDANCE MATH ASTM C-47d 4.) FLEIOBLE COUPLING TO BE ATTACHED TO OUTLET, FERNCO OR ENf•'HEER APPROVED. NOTM STEPS REQUIRED FOR CATCH BASINS OVER 4 1/2' TO FLOWLINE ^ 1. 1IuNIUIIAIAN TYrt NOT FOR USE IN TRAFFIC All I OF COLLECTORS B" OF 3/4" COMPACTM BASE MATERIAL (/,•„JI 1-PIECE STEEL HINGE - 12 GA. STAINLESSAND AIII 7 Cary' 2. DOVER NO FRAME SHALL K DRAY CAST LION ASTM A-46 CLASS 306 PRECAST CATCH BASIN: " 8" OUTLET (2 CAST IRON GRATE v " Tigard,Oregon 3. O01RIA AMD FRAMs TV M MACINN[J7 TO A TRUC AIEMINO ALL ARONNO. MINIMUM WALL THICKNESS TO BEs PIPE STUB CARTRIDGE (TYP) STEEL.. 2 1/2 OPEN W/1/2" (2" THICK - RATED K!�;;''KLE, 22" LONG WITH 1/4" 4. NOTCH UD FOR UFTING HOW REM'IFORCEMENT TO BE REBM MEETING ASTM Ae/5 GRADE 60 UR WELDED MIRE MEETING A �� 12,000 LB$., PIN (FASTEN WITH 12 O 1/4 STN. STL. BOLL'S) , SUBURBAN AND STANDARD � j` 61/2» � A q_ OF HI;4GE MANHOLE FRAME AND COVER 3• 3 1/2"� ~2• HINGE - 12 CA. STAINLESS STEEL, A NTS USA Dwc. 115-sr OVERSIZE GUTTER & CURB (CG-2) 10 GA. SHT OUTLET T 1 21/2 OPEN WITH 1./2* KNUCKLE. 2" Simi,ritl� NTS USA DWG. 225 METAL (TY/P.) DIAM. 10 - 10 LONG WITH 1/4 PIM (FASTEN WITH 6 O 1/4" SITU. STL. BOLTS) StOrii7 6 1/2" FINISHED GRADE --- 3" CENT. i (TTP.) 3 6 � Details DIAMOND PLATE COVER I y� DETAIL "H" 0 • TRAFFIC STIFFENED, HINGED THIS SIDE CLEANOUT 2 ' DEPTH IO MATCH _ 9GRATE FRAME �. � ECCENTRIC .H. SECTION C CZ " PULL/UFT 2 1/2 x2 1/2* i CONE SECTION �• GRATE DEPIH GRATE FRAME -ANCHOR (1)'P) x3/16» ANGLE T CATCH BASIN #9 STORMFILTER - PLAN 1 1//4" ANGLE 2'-5 1/4" --i KALE: N.T.S 1 THICKNESS MIN. ILr M Y OVERFLOW . 3/16 1 .1•J I OUTLET AN T I 1 5" OR 6" OUTLET PIPE ELEV: 210,70 ALUMINUM ROD " Revisions: ,. CHAINED T I"R VEEP H ( ) L - 1�_O• I - 4'-10 -2'-5"- CONCRETE LID SEE DETAIL "B" 3r 8" 2'-5 1/4" - SEE T H s SIDES AND BOTTOM !ATE 20-0% IIU J1 ji-HAL IHL 11 11 11 1L_UjIF_ WITH STAINLESS ., • to LYNCH STANDARD CAST IRON GRATE FILTER :- i •- HANDS (MIN. 2" VIDE) .. � " 1 2" THICK - RATED 12.000 i.BS. r--CHAMBER .o ( AND 1/2- B(A_TS. 60 DIA. OR LYNCH EXTRA HEAVY DUTY AST �) INLET IN ORIFICE CUT 20,000 LN& OR EQUAL 2'-2 3/40 oo • PON GRATE (2-3/4" THICK - RATED IH � � IE: 208.93 � �--- 2'-J 1/2" SQ. -•--� OVERFLOW IR / Q BYPASS WE �; : /��/\/\rr'�✓O`. BAFFLE TION PAf I 10 GA. STL I V . " I 1 " 12" r�4P 3 -a 3/4 (TYP) SIDES 1 1 12 CMP I 118 f TEE 1 IN (E) �Izl do 80TT(1M � fo a, 06000, Aii1. BtSIN SHALL BE CONTINUOUSLY WAELDLD. SIDE'S AND BOTTOM SHALL stat DRAW t AN 719 FROMn OF BE BUTT WIELDED OR MEMBERS MAY BE OVERSIZED AND FILLET WIELDED. laoeol oA�loll a:6ur ► Aro Ant NOT tat K u>rm all `" a ANY / It: 206.36 2. ASPHALT COAT OR GALVANIZE ALL SURFACES OF CATCH BASIN AND CORRASION , " FILTER t>tovt rrlm fllt Nr011 tII11Tio1 A•`` IE: 206.'36 CLEAN OUT. 1 -8 OUTLET a►1•IDRII 0106101 aROI1N,P.a C"i -J' ' 3. BREAK SHARP CORNERS AFTER WELOINGS. INLET CHAMBER FILTER CHAMBER COATING,SHLAR GATE 3 16" Date. 15 Mey 2000 % 4. ANY SUBSTITUTION REQUEST OF CATCH BASIN COVERS SH/U. BE EXTERIOR / Com) 18" OUT (S) e► , ACCOMPANIED BY CALCULA-PONS (STAMPED BY AN OREGON REGISTERED 2'•-5" --2'- Drawn by: Checked by: :• �. PROFE�IONAL ENOINFER). K AL JPR PLAN 12" CONC. BASE 3'7" ORIFICE CUT IN RE/LOVABLE CAP 1' SECTION B-B Job Number: 99095 ELEV.-205.30 STAI�AAD ' 'IAP CATCH BAM CATCH BASIN #9 STORMFILTER - SEC► ION A-A B-B o NOT TO SCALESCALE: N.T.S 1SCALE: Sheet 1306 Bw fled Am nf: 111 A 1>W QUTL ff QQN]EM STRUCTURE Vll1 AR" 8UW C10 NTS Permit Set - May 2000 II „ .. ..�,-..w..R. s.vrr�s ar ��u^r�ranm« ,eca+wcuew.n�► _ _AAAA . . .,,.,•..r. f,.hW4.•lM hu1A,.•, .nl r,.. t�k�y,'I ,�`(,�M 15. •WIT., ,per.',,,•'��} 1 - - - .., OPP : . ...,+".,u4nM1AlY•M:e: ...,wa..W4i'M.�i...Yi/ �.y.. - .0�... sW14MM"'A•;t .IV .+.-M M1.rL Y+.u.MN.1nMnW/'F"m. •n+.Y.w,L+,n..v.....•.v..• + wia ,..v.. •.•.. ••1R.W.YM� u'M"Mb»PiMM..e..-.r..�. • ; 10 14 • 1 • 1 • • IIIIIJ �. .' 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J;' �-24 SIDEWALK ADJACENT TO CURB OUTSIDE M4EIN IB' CAST IRON 610 PAVE71RNI PAVEMENT 4: �, 1 VALVE BOX TOP •..J-. • MILDREN DESIGN GROUP,PSC. 1B' BIRIF'.K FLANGE WALT( ARCtII7'!ti'IUSY • ®'AC!TLAPNM 18' OAST IRON 610 BOX PLUGGED TEE PLUGGED CRMIS SEND PLUG OR CAP - • 1 I&%SW Kerr Parkway,Suite 3 PROVIDE 24' 9Y ' 4' THICK CANCRET • :r ' ' stet Lake Oswego,Oregon 97035 E J) PAD (SEE NOTE 4) '1WtrL I 1 1 4' DRAIN R (503)24 -0552 I � TAR PAPER (MOISTU ' HAND TAMP BACKFILL �-6' DUCTU IRON PERE AROUND TOP SEC110N AIAK ' RESTRAIN ALL JOINTS W/ 'FIELD LOK' OR EQUAL GASKETS LATERAL PLUGOED CRM TEE "' - I 6' ASTM 3034 PVC -�� CONCRETE THRUST BLOCK SCHFDULF 6' MEGALUG RETAINER -- 001R (GEARING AREA OF THRUST BLOCKS IN SQUARE FEET) GLAND (EBAA IRON) � p � • � • w ��o %'CRATING NUT EXIE7NMION RT7ING scum TEE, OR 46' 22 1/2' 11 1/#- BLOCK CRElE PIER 6'^GATE VALVE _ 23 (SLE DETAIL NO, SOS) SIZE (004ES) PLUGGO CROSS BEND BEND BEARD FLu. x M.J. 19 5 1 NM•"3bus Ava. PoFAX: capon ore 4 01.6 01.3 -- -- SIDEWALK WITH PLANTER LO' �- LM.J. x 6' FLG• TEE I 503603-Yi33 FAX: 503 1603-9944 6 06.0 02.1 01.3 -- STRIP AT CURB • l � a 07..1 C3.I 02.0 01.3 PLACEMENT OF FIRE rsA�ai•aa/1�A•��Ma«a��s•�� HYDRANTS OVERRIDE 12 16.0 06.4 04.5 02.3 SIDEWALK 3'MIN VALVES 15 26.4 16 5 01/0 04 0 MAX.BREAK FLANGE FIRE TANTS MUST ' VALVES 24 64.0 34.8 161 DILI + BE PLACED AT TANGENT f4bOF THE CURB ARC. PTYPICAL LACE VALVES AMT THOF VALV NT ABOVE BEING AREAS BASED Ok TEST PRESS IRE OF 150 P.S.I. AND AN NOTE: OF TEE CURB ARC. 7' IN FRONTALLOWA E SOIL BEARING STRENOIH OF 1500 POUND PER SOUARE FOOT. TO 1. HYDRANTS TO BE MODERN MUELLER CENTURION. A•-442,(OR APP'D EQUAL) 6' MJ. 5 1/4' MAX. 500' OF FACE OF CURB AND/OR 10'CONPUTE BEANO MEAS FOR (XfFERENT TEST PII�1RES ANO SOIL SEARING MVO 3 PORT - TWO 2 1/2' PENTAr,ON OPERATION NUT, OPEN LEFT HATH THE FOLLOWING BETWEEN VALVES FROM CENTER UNE OF ROAD NOTES: A*pw;r- S7plES, USE THE FOLLOM Q EQUATION A. OIL RESERVOIR 1) VALVE BOX NOT TO REST UAW" CBOT w1awrs/M)x 0100/=L OUI W 111112 1 x(UNE WUM B. BRONZE ACTUATION NUT 1 ON OPERATING ASSEIMLY. NOTES C. BRONZE SEAT RING S. STRADDLE BLOCKS REQUIRED 044 LINES MAY BE EXTENDED IN FUTURE D. WEATHER SHIELD CAP NOTE: 2) OPERATOR EXTENSION TSEE DETAIL NM 561 REQUIRED WHEN VALVE WIT W w 2. CONCRETE THRUST 8LOCKlk0 TO BE POURED AGAINST UNDISTURBED EARTH. F THREADEDSSAFETY NTH'0" RINGS 1. VALVES ARE NOT TO BE LOCATED IN CURB AND GUTYER AREA � 2 M OEEPER THAN 3 FEET 3. KEEP CONCRETE CLEAR nr JOINT AND ACCESSORIES 2 VALVE BOXES ARE REQUIRED AT EACH VALVE LOCATION 2 FROM FINISHED GRADE. � 24 4. THE REQUIRED THRUST BEARIMiG MEAS FOR SPECIAL CONNECTIONS ARE 9WWN G. NA7HAINS STANDARD THREADS ENCIRCLED ON THE PLANS : NRC. 15 INDICATES 15 SQUARE FEET 6EARIN0 2. SAFETY CHAINS TO BE REMOVED. 3 VALVE 450XES CONSIST OF 6' ASTM 3Oa4 PVC RISER N P. 3) OE?11ER VALVE BOX ON AREA REQUIRED. 3. I,YDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTIERNATE APPROVED AND 10' CAST IRON 610 COVER EXPIRES 12/31/00 A= OF OPER NUT. 5. W NOT SHOMM ON PLANS. REQUIRED BEARING AMU AT FITTING SHALL BE AS BY DISTRICT FIRE MARSHALL 4. MAXIMUM SPACING FOR VALVES IS 51!Y^ 0;EEET I i INDICATED ABOML A"W IF NECEIiARY. 70 CONFORM TO THE TEST 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. 5. ALL VALVES ARE TO CONFORM WITH AWWA STANDARDS 4) PRWAK 2r SIWAIE BY 4' 7HICKPIKSSUIlE1(f) AMVIaIONB.ALLOWABLE SOB. MEANING $i11489 S) STATED IN THE 5, NO OBSTRUCTIONS WITHIN S 0' RADIUS OF HYDRANT. CONCAM PRROO 6. IF SUBJECT TO VEHICLE DAMAGED. PROTECTIVE POST TO BE PROVIDED. 6. GATE VALVES ARE REQUIRED FOR B AND SMALLER PIPE. S1IECIAL BOX OUTS[ OF P AMMAD AROUND 24 --~� 6• KARMA MEA$ AND SPEORAL MLOWNO DETAILS SIM MN ON PLANS TAKE 7. VALVE BOX TO BE IN ACCORDANCE NTH STANDARD DRAWING NO. 303 OR AS APPROVED 7. BUTTERFLY VALVES ARE REQUIRED FOR 12' AND LARGER PIPE. AS 94M IN OONCREfE PAD DETAL PRESIDONCE OVERBEARING AREAS AND BLOWN DETAILS 900 ON BY ENONIEER. THIS STANDARD DETAIL. MEANING AREA OF 7►NRIST BLOCKS ARE IN SQUARE FLET. N!. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. I I TYPICAL GATE VALVE STANDARD THRUST BLOCK FIRE HYDRANT INSTALAT_►ON TYPICAL VALVE AND HYDRANT LOCATION NIS CITY OF 77GARD DWG. 503 NTS CITY OF TIGARD DWG. 560 NTS CITY OF TIGARD DWG. 542 hT5 CITY OF 77GARD DWG. 575 i i I 1AN01T SMACM 18' CAST IRON 610 BOXES - 3'-0' 6'-0' Owner FINISHED GRADE MATM Von"MAIN""` 4' MAX. Pacific NW �a FINISH GRADE r .X TOP ,OW,•,,,o,,,, ., Pro rt ies - - - r- -r - - _ Pe 5� TYP GATE VALVE ��AS I i I g (SEE DETAIL NO. 503) ' a.DAPTER COPPER SWAT TO FiPT tr I I �L Ili e w )PPER TUBING oil .. AL) �. SCH• 60 STEEL PIP¢ SHAFT I y I I E 9965 S.W.Allen Blvd Suite 115 2' !V. OPER NUT OR 1' SOLID STEEL ROD "Z 1 Beaverton,Oregon 97005 1/6' MDNIMIM �KP LL COPPER C MAX MAXIMUM ir r CLEARANCE TYPICAL STRADDLE B OCIK SER PPER WEAT T MI CONCRETE PIER BLOCK ROC( GUARD 1/4' STL PLATE (SEE DETAIL NO. 541 TO BE 5 3/4' DIAMETER NOTE: T JOINT PLUG OR WHOLE IN CENTER TO 1. THREADED MASS PIPING M ��p WITH MEGALUG ACCOMODATE MOVEMENT MAY BE USED IN PLACE OF R� AI4YEFt GLAND Project: OF SHAFT COPPER TUBING 2 1/2"x 2 1/2"x 3/B" LONG ,TK�A'R °I� r m 1�wool -� PERMANENT 72nd. Street STEEL.MT BAR oulflot aF PSE ML ' ASTM 3034 Prrr SPE EARTH UNDI=REED (��wI�DS STREET PAVEMENT G OR Office 3r'Mz 3'It 3/8'x 2' LONG � STEEL SIM ARE TUBE MJ GATE VALVE Building AND VALVE BOX i�-CnMPLETE 0,- t ISOM PMNMAYM � I MIN. STA1U1 V114 AS RJQIOiO 72nd vId Cherry MIN. Tigard,Oregon NOTE: NOTE: t. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. 1) Emm Y NUT TO MAIEIN ur OF FINISH GRADE 2. JOINTS TO BE TAC( AND SANDED. A-0- 11 ' • IIIIFINISHED GRADE VALVE NUT M CEDER iHAN 3 FEET FROM 3 SAW!-4)T SHALL BE TAC( COATED WITH BITWNUS ASPHALT EMULSION. MIN 1 MIN t-1 TEMPORARY .Sheet Title: Water ! Details OPERATING NUT EXTENSION TRENCH BACKFILL 2" STANDARD BLOWOFF NTS CITY OF TIGARD DWG. 505 NTS CITY OF TIGARD DWG. 180 NTS CITY OF TIGARD DWG. 570 Revisions 10 8$Y N 11'1 h f M oo-N m �a. Z ItlON1S REQRKp � . ►.C., 2W, AU mum__ ORAc'.11W6 AIM TN[f/101yR1Y OF to FQYMGII Q;eDARI '0um IMI",P.R NOT 70 d:u=OR IlPIIODIIWD M MY MMIIO6 Ia'Y11 MIN m MW MIM M1 W Date: 15 May 2000 J Drawn by: Checked by: I� KAL jpR U Job Number: 99095 N C3 Sheet 1>IRfM 6Yv 72114 Avg ^f: ar /ITIOO6N0l6 h MgI/b4I1i>CI lid 13 cm gay Permit Se - 2000 C1 „ t EL: .. ..,.I ..e.. n....,.•-.,,. .. . .. ... -. • .. ,',»wr.Y.v !'1.1►Mdww.e nw .w..........,.r.++-� _........�..�- ...�. ._... ....r ., r......... "..,1. w...•A.t1.M1. 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W r {I�IIf�OY f�+�llD�B�IIF1�at/�1�1?y !1 t>f ASM►�. r:f �. • Y7 0•�� i• MM _ �w;�� L" ,' X11;11=11-11 0 �- �� . - .��- •ws' o - ��-lowI-II-II=11 I Mai Ali I ON ' =11=11 =11=11=1 rl. ri 't .. 1! I 1: 111 a " / } 0 -A , n �I Anil I _ R't�•"r c y y "1 �gwL:Yf r7 i Il 1' 1 1/16 MANI.INE • 4' •` • EMS 1lt 11 ATIC�N h1,d�TE9QIALg =ND GENERAL NOTES: IRRIIC ATION PLAN — - - - - - � 11�Oswego, 97035 I (503)244-(M2 —•—•••- -' IRRIdATION MAINLINE L eaetde to vERIrY WITH ouNERe AND UTILITY COI•M�ANIE6 TbE . Mei•LATERAL PIPE LOCATIONN6 OP ALL UTILITIES PRWA TO CONS714UCTION AND TO DETIMINE IN THE PELD 71•0 ACM44. LOCATIONS AND ELEVATIONS OP ALL IWGTM --T-- is LATERAL PIPE UTILITIES UWTWWR SHOWGI ON TWX PLAN OR NOT.TAN CONTRACTOR SHALL CALL UTILITY PROTECTION$MACE 12 HOURS PRIOR TO CONSTRUCTION. --�--- 1 1q• LATERAL PIPE i x. CONTRACTOR TO IWPORT ALL. DAMAGES t0 EXI6TMb CONDII'IONO OR i R —il♦-- 140 LATWIVAL PIPE INCON&ISTENC•IE6 WITH PLANUS TO LANDSCAPE ARCHITECT. -- x' LATERAL PIP! f' CONTRACTOR C*PIEXAMINE PINISW S UNTIL W6A��O�OC�ITI I • • • r K o. IAAvE OEIB�I COR�CTED. vEItlPY LIMITS OP WORK DlPORE 6TAR1'IN3. 10W SW Wmixe 4 �Aw. ft No ospn 9M3 IAS tlw I�w-�t m ER OtAdlWly ION A CONTRACTOR SHALL COC)1lGMrATE IRRWIG�A►tION INSTALLATION WTN , INSTALLATION OP AND ORAM�IAdE 6YSTaM16.CONTRACTOR � I ,S i w,wau•.Iwaolawao Mnmow.SUN&$ ,o ® UN06WAVVIENT 6LElVIN& 4. 060VTOR WLESS WILL dE PINSPON6bLE POR COONDNATtON WITH OTWM SUDCONTRACTOM OTEiItlWM INDICATED, TO DE INSTALLED BY LANGSC•APE FOR INSTALLATION OF UNDERdR06ND SLOVINO� i CONTRACTOR At DEPTI I AS PER LOCAL C:ODt 6. CONTRACTOR SwALL MAINTAIN POSITIVE nRAINAw ix ALL LA owAP! i ® STATION N MWR NW6 AND ALL LAWN AREAE. i eIiALLONb PER MMSITE ° � �(fIST •. PIPE UP TO 1-148 DIAMETER SMALL DE PULLED WITH A VIORATOKY PLOW EQUAL Oregon PPWAWIRE lE6dLLATIP10r ELECTRIC REh101 CONTROL VALVE TO " DITCH WITCH 260.MPNG PROM 24 TO 2-I/2•DIAMETER SHALL d![PULLED i•lE+� RAMESIRD!MIOpEL, so-PEG RM) WITH A MAD"LARdER OR EQUAL. t0 A DITC W LATCH R-40.TRENCH ALL PIPE �• q GRIIICIC CONJrI.MNG VALVE OVER 2-VY DIA•lTER COMWtACTOR HAS THE OPTION t0 TRENCH ALL PIPE. MR6 RAMRD (MODEL, 33NP) 1. ALL WRES POR RAIN SENSOR t0 DE RUN IN WAND GALVANIZED CONDUIT TO � I • i VIS IM AND MAINLINE LAYOUT IA •INCLUDE VAUP*49k L*COUPL*M,AND STRAPS, • LANDSCAPE ARCk' CONDUIT SMALL DE PAINTED AT LINED DIRECTED BY I DIAGRAMMATIC. VALVES AND BIA�801!R ® RrtW 8E1dSOR � I MAINLINE SIdOWN N OUILDMNtf OR f1K.1 , RA AMW!MODEL, MA 4CWBWJ LANDSCAPE AR041,4tCT rO DLENiD WITH SURFAOt�(�WATE WITTW I c .4w ELECTRICAL) PAVED AREAE ARE FOR sjRAPf~NIC � OREGON CLARIT1"CNLY'. ALL VAL.VEW/W0 / i 10/31 00 MAINLINE 64u1L1 Ea IPNTALLSD Mme, FEBCO(MODEL, SIO6Y) A CONT1•ACtoR SMALL PROVIDE VALVE OUTPUT LIGHT7•NMrQi/ELECTRICAL aJAOE ( i WT1aIN LANDSCAPE AIE{AS� PRATOCTION Kite AND S' LONG COPPER GRAMM &ROD WITH OW GARK COPPER � i E !►�di.11.Nro AWOMATIC CONTROIARK WIRE POR CONTROLLER ALSO PROVIDE PRIMARY PROTECTION KIT. PR9VIDE ; MFW RANDIRD 0W.0EL, ESP 201-X PLUS) SNIIEGE PROTECTOR ON EACH LEG OF INCOMIkG MAIM TO GROUNDING ROD. ,• fl i ISOLATION VALVE Ri CONTRACTOR TO PROVIDE 4uwER WITH ItFYb ANG HoeE SWIvELN�POR EACH GXIICK M114+ /i.wr'IRAC.O(MODEL, 10-100-21) COUPLL"R VALVI!. i f•,� ITT r4 � S1N17FR RAMIRIE POP-UP SPRlM�KLER - RAiIEGIRD ISO4-SIM W. Ct.'N'fR.4GTOR SHALL PROVIDE A RlEPISODIIC.IdLE A.0-OWLT IRRIGATION PLANS NW."TYPE, IWO SERIES PLASTIC MSR! PLAW SMALL W PREPARED,L"ON PIAL AG1'FTA1405 OF IRRIGATION . NSTALLATIO111,ON A REPRODUCIBLE SITE PLOW(PROVIDNID TO C4NTRAGTOR BY I K • SHORT MANSE SEWM POP-W OP PW#Q l! - RAIIbNMD 10-&M LANDSCAI�R ARCCW1TECT).AS-DUILT PLAN SHA'.L OE StbMITT® TO LANDSCAPE I I NOZZLE TYPE, IS00 SERIES PLASTIC MPR APICMn1!CT POR REVIEW AND APPROVAL. IL fi/�/NTRAC OR SMALL PLACE A COLOR WO/W ZONE MAP OP TI� � ° 1 NWJGATIONI SYSTEM INSIDE OP IRRIGATION Q . 'MAN{ � • • r 1 I �•�i�AD!#fip E!!; NNQ'TA1,L Imo' Y '` ° 12. C INTRACITOR SHALL OBTAIN WRITTEN APPROVAL POR ALL PRODUCT 1 I b;AGR ;A1N�A1',- K 5 � 2 ,�• 0"TITUTION6 BY TWE LANDSCAPE API Ga1TECT PRIOR TO INSTALLATION. 9 ISL ADt� , *O Tf#a ,p1NC>r. PRODUCTS,MANIFAGTUI ERS,AND MODELS NOT IN COM PLIAN=NINTH r DRAWIIds AN1'71 SPEC 110CATION6 MAY W REJECTED BY TI# LANDSCAPE 1 ! ' ARCHRECT W1hN0Uf PRIOR WtlTTEN APPROVAL At NO COS: t0 TWO � � • • •• • OWNER TI•ESE ITEMS MAY IDE 11120 WRED TO DE R".PLACA:D WITH PRODUCTS �7D '� THAT ARE IN CCMIPLIANCR WITH THE MAKFACTLWERS AND MODELS ON Tt# �f,� �" . . ` :; :.L�e ► '4 WITH NlRkGAMON PLAN 1 3 I , i • , ! �' Owner i I . • I Pacific NVQ ,ems PROVIDE EXTENSION WXE6 AS MWIWM TO .- — — — CONTAIN VALVE WM'(HIN eTRucT111lE.T � k �: •. :�•�. .- Properties —III—I I ----I I (•--) I APE► ^J'.NDLL a � e I — — ALL WIRE AT 10'-0.OJM PROVIDE S JW.: W(WIRl: >' 1 v ' 1 _ .iIINIi�MIII.Ir. �� g • —III III—III LENkiTH WITHIN VALVE SOX TO ALLOW FOR RltMOVAL j -1 I — OP vArLVE roNN1Et ADOVE GRADE. I PDA (_III I I�IISH GRAeE GRADE WLeoW — — -- } + i'X111► c P CZ C"04'IN.0 a ,8W. 1 *"=T I — I 041LORED UD MA CH ° 1 Wlfia►TAS' to t • 8965 S.W.Alkn Blv&Su1te 115 III 6PRAY�ES'�` e�IECT4Rs v.�LvE • I 1 ® t3e awrton,Oregon 87005 TEE fSA BE SPECso�.6X Y •. • I ° i -- - - - - POR SIZE) -- -- -- -4F - - NNMMM,.E MAINLINE ELECTRIC > /•/ T /�1� 1. I •. LATERAL CONTROL Pro1� C; NTRCLLER W TOE UM LOOP COMMON1 A`"ELEC• I • , • 72nd Street STREET Eldow !•DEEP NIPPLES Office I ` MtANLINE IS INTENDED t0 RW ALONG -TEE (MNP.)GRAVEL S•-CI•LON13 �° TOP OP THE RQTAMdNrYs WIALL PI�VIDE VALVE INSTAL. 1 TLE CP T To LOWNe G WIAL 1 NOT TIO ec;ALE NOT TO SCALE • Building .. Nom, • CONTRACTOR TO CO-ORDNAm a 4 WITH cGENERAL AND WALL CONTRACTOR _ S1-EEVM"C 1SINECTION 72nd aW CWM TO LOWER LANDSCAPE THROUGH RETAINING WALL. T'�•O� 1=1 I I -I 1= I ® • � FINISH GRADE , • . 1 2•MAR i 0 ,• . • PRopcew IwAINon WALL SPRAY HEAD I ILMI 1 (6W CIVIL MANN*) STREET ELOOW(2) GUIC K COUPLER •. • , 1 Sltbet Title I 1 BACIQ'Lt)WI PREVENTER a` (PER LOCAL CODE) NrPPLf � I �, I I LATERAL OUT OW VALVE 1 EE 2" 6TUD-OUT •. \ —• . I (BY-OTt■EI�ES) I L STREET ELBOW �,- DOMESTIC WATER MAN i• — vR* . . Li T L i NWT TO WALE 4 .1'ti ` NOT TO SCALE .� 1;�W 4 11/2" MAINLINE 4 6 4 2 VL� AND MAINLINE LAYOUT 0 DIAGRAMMATIC VALVES AND MAINLINE SHOIW IN BUILDING on PAVED Ar>NAS Am POR GRA�PHIG CLAMTY ONLY. Revisions: 3 4 4 2 ALL VALVES AM MIAINLRNE SHALL IOW INSTALLED WMTHN LA406CAM 11=1 ••M , CHERRY 81 FEE I• III- IPROFILE IEIII. L&OW 70 I I— III I W Meta on r M�I�rioti� j ' I /�1DNT /MR*�! •� r Y' �. 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