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HomeMy WebLinkAboutTigard Marketplace TILAND SCHMIDT ARCHITECTS, P.C. TIGARD MARKETPLACE 333 SW FIFTH AVENUE SUITE 406 PORTLAND OR 97204 503 220 .8517 FAX (503) 220.8518 CITY of T1GARD WASHINGTON COUNTY, OREGON AUGUST1999 7 0 0 Lii GENERAL NOTES SHEET INDEX 0 1. AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS 1. COVER SHEET f AND BEFORE ACCEPTANCE OF THE PROJECT, THE 2. EXISTING CONDITIONS PLAN n7 CONTRACTOR SHALL OBTAIN A "PUNCH LIST'PREPARED BY THE . GRADING, PAVING & STORM PLAN �C ENGINEER DETAILING REMAINING ITEMS OF WORK TO BE COMPLETED. ALL ITEMS OF WORK SHOWN ON THESE PLANS 4. SANITARY & WATER PLAN C SHALL BE COMPLETED TO THE SATISFACTION OF THE 'PIP� S� " �j 5. PROFILES: STORM, SANITARY& RETAINING WALL e \ F— ARCHITECT PRIOR TO ACCEPTANCE. �J sT 6. EROSION CONTROL PLAN 2. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO ,,,0,, 7. CONSTRUCTION PHASING PLAN THE LATESTAMERICAN PUBLIC WORKS ASSOCIATION (APWA) g2 8. DETAIL SHEET -J STANDARDS AND SPECIFICATIONS AS WELL AS THE sa a- I— REQUIREMENTS AS ESTABLISHED BY THE CITY OF TIGARD AND I Li THE UNIFIED SEWAGE AGENCY sw PARK ST - 49LU 3. A COPY OF THESE APPROVED PLANS AND DETAILS SHALL BE N lb ON SITE DURING CONSTRUCTION. _ ----�---- - _--_ 4. ANY REVISIONS MADE TO THESE P NS MUST BE REVIEWED eP�� , , . o' TAX LOT INFORMATIION AND APPROVED BY THE ENGINEER AND THE OWNER PRIOR TO ry / S W 7'/4 DF SECTION V ANY IMPLEMENTATION IN THE'FIELD.D, 0 -r < T.2 S., R. 1 W., 1i`vr.M. 5. THE CONTRACTOR SHALL HAVE ALL UTILITIES VERIFIED ON THE GROUND PRIOR TO ANY CONSTRUCTION. CALL ONE CALL I LL < 0 (='1 LOCATE AT LEAST 48 HOURS IN ADVANCE. THE OWNER AND 5 HIS ENGINEER SHALL BE CONTACTED IMMEDIATELY IF A1\111 Ct CONFLICT EXISTS. sw MCDONALD ST ) < @) 6. ANY STRUCTURE AND/OR OBSTRUCTION, WHICH REQUIRES 0 >- REMOVAL OR RELOCATION RELATING TO THIS PROJECT, SHALL .— Q BE DONE SO AT THE DEVELOPER'S EXPENSE. VICINITY MAP 7 LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE 0 THE TRUE ELEVATIONS AND LOCATIONS OF HIDDEN UTILITIES. 8. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE PLANS. 0 9. DURING CONSTRUCTION MAINTAIN ACCESS FOR TRUCKS BY PROVIDING STEEL PLATES OVER EXCAVATION. 0 10. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY RULES OF O.S.H.A. AND IN PARTICULAR 'I THOSE PERTAINING TO ADEQUATE SHORING AND TRENCH PROTECTION. I I. &To Wo1K 5I-1AL , EE cal,/S/LEEED le) B ' co/i-IYCE7-4 40171LL 1.);!cErnria LY 7A/E c'TY, '7_ . S AI. F STchtani SEWER EASE/WE7iT5 .SAMLG 8E FILE Co p,�vvI 1) 7 / f�G[E]'7a� Ire THE <iry P +'arm PROJECT NO. ry C/rY ,09�cE�'rh'���' �� THE w~,�eti � L4' — 98-�a1 APPROV D FOR CONSTRUCTION DATE : P 3 . Ahe TEs7`' 9 !/, s sflf}GG ire: ,eiro � CITY O i~ TIGARD 8/16/99 AF/D SNAGL Be- f, EPT6G EY 777ig C/rY 1 Jo DRAWN BY ' 11a+ If DRAWN ZO©1"DDp�Si CPS 70 /7 ' ACrCyThR/CE, CJf- 7/-/E NrGI ./<. -- CHECKED BY : 4. As-eV/4 r p/E/9;�Y!iv� 3f/h+LG , L- .PRovrLEA BY GATE Z�ZZ-D 1 E V f S I 0 N S 1a 7/1E C!7`,Y PR/OR T'' c/rY AC .1 Ti5'llerE OF Tf/ 14/ , 4662 'at OREGON t, `1—'414' 07.*,�C, Y CU'S't'`� GRADING/PAVING/STORM PLAN RENEWAL DATE 12/31/99 / cus lin Ci Don Cushing Associates Civil Engineers 6759 Franklin Street,Suite B, 1Tigard,OR 97223 {5931 620.7884•Fax.(50.3)620.2771 8 TOPOGRAPHIC SURVEY TIGARD MARKETPLACE TIGARD, OREGON �r f a N o / SCHMIDT LOCATED IN THE S.W. 1/4 OF SECTION 2 A T. 2 S., R. 1 W., W.M. ARCHITECTS, P.C. WASHINGTON COUNTY, OREGON 333 SW FIFTH AVENUE SURVEYED: FEBRUARY 1Z 19118 SUITE 406 PORTLAND OR 97204 503 220.8517 �, FAX 503 220.8518 Inaaa t - • 1 STORM MANHOLE 0 STORM MANHOLE 1 TELEPHONE MANHOLE RIM ELEV. - 249.40 Q RIM ELEV. - 232.40 ' r IE IN SOUTHWESTT(30" CUP) - 239.05 IE IN S UTHWEST(6" CUP) - 225.73 ❑ BUAIDAIG UNDER CONSTRUCTION / X IE OUT NORTHWEST(30" CUP) - 238.84 IE OUT N0R1HYrEST(12" CMP) - 223,19 STORM MANHOLE / ,./ 2.i SANITARY MANHOLE E3 BLOCKBUSTER NDEO RIM ELEV. - 246.87 RIM ELEV. - 231,20 / ilk It IN SOUniEAST(36" CUP) - 236,89 IE IN SOUTH(8" PVC) - 220.30 E4 TACO TIME 0. /�... . 'fie L,i IE OUT NORTHWE T(36" CMP) - 234.97 IE OUT NOR1HEAST(8` PVC) - 220.21 •• r r1 MANHOLE MANHOLE ® PAINT STORE1•Vb } \J RIM ELEV. - 247.23 RIM ELEV. - 232.39 I IE IN SOUTHWEST((8" CONC) - 239.57' FULL OF WATER ® AIITO {OP IE IN NORTHWEST(8* CAP) 239.39 IE OUT NORTHEASSTT((6" C - 239.30 ❑7 DOORWAY CO, MRIM AN ELEV. - 242.19 Q SANITARY MANHOLE r1 IE OUT NORTH(HUG£ CUP) - 234.95' RIM ELEV, - 228.86 E8 UNKNOWN UNDERGROUND UTILITY LID(1'DIA, IE BOTTOM - 235.03 IE IN SOUTHWEST(8" PVC) - 215.72 1E OUT SOUTHEAST(8" PVC) - 216.31 © WALL. 1A, SANITARY MANHOLE MANHOLE LJ RIM ELEV. - 242.49 '" � RIM ELEV. - 228.77 1❑ EJJIPTY DIRT LOT IE IN SOUTHWEST(6" CONC) - 237.66 IE IN SOUTHWEST(36" CMP) - 219.85 IE OUT NORTH(6" CONK) - 237,22 11 GAS METER ADJACENT TO WALLf {E OUT SDUTHEAST(36" CMP} - 218.88 ❑ / ®RIM SANITARY MANHOLE 41.•3D CATCH BASIN 12 POWER RISER ADJACENT TO WALL 4.. IE IN SOUTH((8" PVC) - 236.46 26 RIM £LEY. - 0,95 IE OUT NORTHEAST(6` PVC) - 236.39 IE IN NORTH 4 PVC` - 219.35 13 STEP" If IN SOUTH 4`,p 219.75 Q SANITARY MANHOLE IE OUT WES(12 C( C) - 217.15 1E4 UNDERGROUND GREASE TANK RIM ELEV. - 241.21 � TI-f!S PROPERTY WAS ADDED BY IE IN SOUTHWEST(6" PVC) - 233.79 LJ CA ELETCH V.BASIN 15 46 Q MISC. RISERS DATED MARCH 12th 1999.DOCUMENTSCIVIL ENGINEER PER IE OUT NORTH(8" PVC) - 233.7t IE IN NORTH 4` PVC - 214.16 H STANDING PIPE (4"PVC) LI (�'�STORM MANHOLE IE IN SOUTH 4 ?VC' - 214.26 u RIM ELEV. - 240.12 IE OUT WES!(12 CEINC) - 211.01 17 STANDING PIPE(ORIGIN UNKNOWN) IE OUT WEST(60" CMP) - 233.20 CATCH BASIN ® f'1 STORM MANHOLE C RIM ELEV. - 228.44 1 STANDING PIPE(GAS) l:1 RIM ELEV. - 231.28' Cl POWER RISER iE IN NORTHWEST((36" CONC) - 209.29' 29 CATCH BASIN G,� IE IN 50UTH$" CMS') - 207.69' RIM ELEV. - 229.01 �!:•. 4 IE IN OUT 8 CMP.) - 07.33'' 0 CATO1 BASIN _" r �/ IE OU� NORTH 36 CONK) - 207.33' � RIM23018 i 0 SANITARY MANHOLE 31 CATCH BASIN RIM ELEV. - 231.28 RIM ELEV. - 233.37 ,r 4, N fh IE IN SOUTHWEST(6" PVC - 204..40' CATCH BASIN F{� '` I 1} IE IN OUT NOHWEST(6_"?VC - 204.53' 2 RIM ELEV. 236.15 / ''�' ,'.r `� \ \ IE OUT NORTHEA5T(6 P ) - 5.J1' \ \ ' I( llf /1. MANHOLE RIM ELECATCH BASIN23883 /!�r'� •• \�.. . RIM ELEV. - 23&71 4E IN NORTHEAST 4" PVC - 237.43 Ao IE IN SOUTHWEST(36" CMP) - 229.80 IE IN SOUTHWES 4" PVC - 237.63 IE OUT NORTHEAST(36"CMP) - 229.56 IE OUT NORTHWEET(12' CONK) -- 238.83 / f, , 1-1 l 1 12 SANITARY MNITELE YY MANH (-1 CATCH BASIN 'I!',i ..z3Q- �1' RIM ELEV, - 239,97 �j / '� IE IN SOUTH(10" PVC) - 228.40 k• .� '^ IE IN EAST 8""PVC) 228.43 ®CAMTCEH BASIN IE /IE O NESF((8 PVC}V 228.58 1'E OUT SOUTHIIYEST(8" CUP) - 239.64 // / �"'� IE OUT NORTH(1d" PVC) - 227.85 Y. �.. �. 13 MANHOLE CATCH BASIN i . RIM ELEV. - 240.27 - f}I�II 4 PV zzi�pp 80 // / , -.,N. \� _ IE IN NORTHEAS 12" PIPE233.69 It IM �4" P - 251' ' IE IN SOUTHEAST(24` CMP) - 232.79 "ipp. /.'.,,,'.. • `1E OUT VIEST(12" CMP) - 232.57 RIMM EI,EV. - 237.22 TCH BASIN / S� f. 0 ,,,,-2,MANHOLE _ ec, r,I4, ( . . �.. RIM ELEV. - 240.91 IE OUT EAS1(30" CMP 2 1.07 IE IN SOUIH(36" CMP) - 232.85 ®IE OUT NORTNEAS 30)' CMP)- 240.93 � 1EO `. A I£1N NORTH 36' CMP) - 232:85 IEE OUT{{S��OpU�TH(E(AST€10 PVC) -gg 241.36 I � I AANHOLE IE OUT'EAST 121'4CON ) 241.4784 1 _ .• -4 �Y�' 15 RIM ELEV. - 241.44 n. SANITARY MANHOLE .� 1 .1. 4., i a 4 `ti.. .-.�� IE IN NORTHEAST 6" CAP) 235.83 lW'-:7 RIM ELEV. - 234.26' �' 4rf r, ll 1• b IE IN SOUTHEAST 24" CMP) - 234.92 FULL OF WATER �- 1 .� ._ •! It OUT NORTH 1(12" CMP) - 234.78 Lil Q CATCH BASIN Itttf 16 SANITARY MANHOLE RIM ELEV. 235.73 / r ♦`, _. 0 RIM ELEV. - 245.38 41 STORM MANHOLE / '�. * • . IE IN HORTHWEST(6" PVC) - 230.88 RIM ELEV. - 240.18 '^� ` I IE IN SWTHWEST(6"PVC) - 230.90 IE NORTH 12" CONK - 232.38 �� . . ;�f r ... ... ? t' IE OUT EAST(6` PVC) - 230,83 �t ,, _ lE SOUTH(�i2" CONC) - 23230 5? .' / a f 17 SANITARY MANHOLE IE BOTTOM - 232.33 J} f RBA ELEI7. - 251.83 •Q 1. r` - ;. / . IE IN SOUTIa(12" CONK) - 248.68 .*..� Z CI) IE IN SOUTHWEST 12" CONK)) -- 246.45 ' �'�7 -' IE IN NORTHWEST 12" CONK] - 246,81 Ql `` j✓� FFii / p f� e� It OUT NORTHER T(12" CO C) - 248.39 `/ I - _ - � R. J RESP�- .. ;✓ 18 STORM RIM ELEV. -OLE 236.28 V ri R p /`.. j It IN NORTHEA�ST((12" CMP) - 229.77 •• `• = y IE OUT NORTH'WEST(12"CMP) - 228,66 MA ., f�..� 1 ER�M,4I�... Sytp.#VITARY SE �r�r/ STORM MANHOLE 1 r • .,PE .� ../U. .'. .,.- a1. - y. ,• ' ` RIM ELEV. - 232.43 0 � f _ /' � '1 � �� 1E !N SOUTHEAST 36" OAP) - 223.06 ,7. ,I IE IN SOUTHEAST} " CUP)- 223.11 -OOP -. - • / --" �T �- IE OUT NORTHEAST(36 CMP} - 22174 �,` f --- .� MIDF)I NO. 84: A BRASS DISC ON THE FIRST STEP. �`^C) g4T3• o �' .e `�� ��``I+.. ..�.�....�. _ - :�----/'..,"•' - .sv f SOUTNMEDT OF PACIFIC OF THE TIGARD GRANGE HALL. I 1 lb' I by 1 . SOUTH SIDE OF PACI IC HIGHWAY VLEST(9990. J STAMPED R 209 1934.''' li' °L1- I It V.4&,,. 0 -‘,.,, ----,,,t( A - MEER DO i < • 1f1,[ TL- _ ALL tfIkJT1ES SHOULD BE FIELD VERIFIED BEiORE CONSTRUCTION. ` .. . ___. ._ . . I "', - �'' --, 235 � .� S • ANY BOUNDARY UNE IN THIS DRAW9K3 IS APPROXIMATE r' +' cEL '9 (EASE,; 1 �� :„,_1 39 42,'' ,/1 d' . .'. . y. �' '+4J �-- or x. , r / VN a .f /.. �.;'.- •�_ }. . . .. ri -' ;. .. ..:� f--~ i � - WATER VALVE d f� .. 4 / o CLEANOUT 1. '`j -r�: ..`� /� .• * A !! ham!�- r r �[ 1 j� /J 'i+*1 0.1 ® CATCH BASIN CONIFEROUS TREE ! 3(r7 '. f'1� / � '. '/ ,. a. # 1�� o - MANHOLE Q f ! WATl7t METER 0 - DECIIx1W5 TREE R 1 I ;`a °,;,�.. / !,..,./ //S-�� ... .. ',. _ Mrra .,�' -0` RE HYDRANT �y - MAILBOX GUY WIRE K:Y ` u ' { E- i� - GAS VALVE . �/ ! r 1 CC r f ® - POWER RISER 17 ' !�i; f - _ ' / ,` } Iril - GAS METER 0 - TELEPHONE RISER 1.. n!, !ir TV- - - SIGN Li_® , ® f/ f/ / .. (J -/f /.n'_ ! BOLLARD , - COLUMN /./YW A iti: Ir, r� f ` , L - LIGFITPOLE t r rr zf `/ y) .. 1 - - - STOMA UNE V � SANITARY UNE � '• I`r4 / � e`j r• / 1 � II � - SPRINKLER VALVE -r - cn , "� j� sit...., ,' .-i'.. ,,,', „l: * '. r �./ /gypo 1r'/, ..y ,�, I \ 13 1*/I:,\ . • 44 / 1 PROJECT NO. 98-01 0 40 dal ,,( !! ; �k d .. ` DATE 8/16/99 • 1 �/ IT RE01stt7tm lPRCFESSIONAL DRAWN BY . LAND DPS y‘i PERPETUAL ESMT CHECKED BY 80'Inieiii3O 40' 80' 160' PER 617/600 6'1/4) .` I ;; �•" , "colt_ f amaaN y"���ir ' 1I, �• - 4111.4 is,ton ' r //' ` roue a 111KX j '� E V I S I 0 N S f ( RENEWAL DATE 01-01-99 1 inch80 ft. � � � . . 'rf,� 1' � I = TERM. OF \\. �/ 1, 617 f 598 /99 Q +f4,o- - .� r`/ / j rf' SURVEY PREPARED BY: •�, �° [] r o f G & l LAND SURVEYING, INC. -1,--;: , i_y " ,_---- w - 8116 S.W. NIMBUS AVE.dik_� -- BEAVERTON, OREGON 97008 x PHONE: 641-0308 a JOB NO. 1857-TM EXISTING CONDITIONS PLAN //C / / / ' rGRADING AND PAVING NOTES 1 / / I / • f ! \, STORM SEWER NOTESj t \. N. �' I ti -�... 1. IMMEDIATELY FOLLOWING FINE GRADING i I 1 \ " - n ( 1.ALL STORM MANHOLES SHALL CONFORM TO OPERATIONS PROOF ROLL SUBGRADE AREAS TO ` • 1 ` i 1` ` I t, I CITY OF TIGARD AND U.S.A.STANDARDS. ACHIEVE 95%OF MAXIMUM DENSITY FOR A 6" \ f f 1 j `� DEPTH PER AASHTO T-99 TEST METHOD. >� f s 2. MANHOLE RING AND COVER SHALL CONFORM 4>,, ' I \ ` ` /� f I ) TO CITY STANDARDS. THE COVER SHALL 8E EMBANKMENTS OR FILLS ARE TO BE l j CONSTRUCTED IN 6"MAXIMUM LIFTS, WITH EACH } 1 r 1 tl i j J I MARKED WITH'"STORM"OR°'DRAIN"IN 2"RAISED LIFT BEING COMPACTED TO 95%MAXIMUM OF i i �J \ 1c LETTERS. MINIMUM WEfGHT OF THE FRAME A(-- \�,. 1 \ I f \ } SHALLBE210POUNDS. MINIMUMWEIGHT OF L1FI. AREAS RECEIVING STRUCTURAL FILL ARE 7 r 4 1ill \ DENSITY PRIOR TO PROCEEDING WITH THE NEXT ' LI"1Dt 1 1 _. r THE COVER SHALL BE i5{3 POUNDS. SCT 1 ''\ r ,„___ t { I TO BE TESTED BYAN INDEPENDENT LAB.O % \ I !N HALL 81 PER DETAILS ON ARCHITECT , P.C. f / / I 3 CATCH BAS s s 5f � _- 1 I I ', 1{li 2.AGGREGATE BASE ROCK SHALL BE 1 ?h'"0 ti \ ____� __ r' SHEET C8. CRUSHED ROCK WITH A LEVEL COURSE OF 3."-0 .,41k 1 �� ,� } * _ - r f' -nY1 4. STORM SEWER PIPE SHALL BE AS SPECIFIED CRUSHED ROCK AS PER OREGON STATE 333 SW Fl E SUITE 406 ENU \ ,� { %r ✓/' �, ION THESE PLANS. THE USE OF ANY OTHER TYPE HIGHWAY DIVISION SPECIFICATIONS. AGGREGATE N OR 97204 4 ---•-- f �, ` i BASE IS TO BE COMPACTED IN 6'"MAXIMUM LIFTS PO t TLA D --'� - { I SHALL BE REVIEWED AND APPROVED BY THE 5p3 220 •$517 ` • 239.22G I i { 1 � a3s.3s GRwi ` ;.r • _..{. b T 99 TEST METHOD. 1 } --- t{,,,,' �_ \ _• ENGINEER PRIOR TO INSTALLATION, TO 95%OF MAXIMUM DRY DENSITY PER AASHTO EAK �(5p3 22p•851$ S, 5 41 II �� EXIST.i NITARY 239.17t, I 5.ALL STORM DRAIN MAINS SHALL BE TELEVISION 1 I i R Nr 23s.tr Cltvl v t j k INSPECTED PRIOR TO FINAL ACCEPTANCE BY THE 3. THE LIFTS OF ASPHALT CONCRETE ARE TO BE l ~ EASE E j _- • I ENGINEER. CLASS'C'A.C.AS PER OREGON STATE HIGHWAY �� +f f I aao. o TcDIVISION SPECIFICATIONS. CONTRACTOR IS TO 1 I ___ 240.5067 CRVL L I 1 7 6.AFTER ALL OTHER UTILITIES ARE INSTALLED r �G� PROVIDE THE ARCHITECT WITH A CERTIFICATE OF �. !/ 1: AND PRIOR TO ASPHALT WORK, COMPLIANCE FROM THE ASPHALT PAVEMENT JALL STORM PIPE I 3 � + ; I } i ;f PLANT. PAVE ONLY DURING DRY WEATHER AND \ 1 { \, I '�'�. \� ,� _ ::1--.---\109' \., `� ! ( ,r #� SHALL PASSA LOW PRESSUREAIR TEST.1 \• '`'' 1 ti PRODUCTS USED Ta SEAL THE INSIDE OF THEWHEN THE TEMPERATURE IS 40 DEGREES OR + _ I rWARMER. /� /� PIPE ARE NOT TO 8E USED TO OBTAIN THE A!Ri.: - -,� /f `� EI }e rEsr. 4, cONsrRucr TIFF'c`cuRB uslNG CLAss a' � d '• I �, r 3300 PSI CONCRETE WITH MAXIMUM 1 %" I I • U''"M1'"111 I Now_ ' I E 1 � 7, TRENCHING, BEDDING,AND BACKFILL FOR PIPE AGGREGATE SIZE. EXPANSION JOINTS SHALL BE ---- aSSUMI FEE: BEFO SHALL CONFORM TO CITY OF TIGARD STANDARD,I I 7,5 �' /// I f� INSTALLED AT 45'MAXIMUM ON CENTERS, #''...-''' \I: FI "`' CONFIRM FFE BEFORE r1 .! GRAVEL TEMPORARY CONTRACTION JOINTS AT 15'MAXIMUM ON GRAVED PARKING AREA. Y`� DURING CONSTRUCTION,ALL EXISTING ANDCENTERS. {r" a` . FOR.f / NEWLY INSTALLED DRAINAGE STRUCTURES SHALL I� „ y._ IF DIFFERENT,INFORM BE PROTECTED FROM SEDIMENTS. \I r�7-77 Y, Crvlt ENCR,rO CHECK fi ,f x 5, INSPECTION AND COMPACTION FOR j �, \ r t t - _ _- - SPOT CONSTRUCTION. r ;" fIN:4,1,,,ii INDEPENDENT TESTING LAB AND REPORT `'` `~/ „S��i 1 ,rrs t ,r rFlNDl1VGSTOARCHITECT. 't \ /�- s _ f•f ''•,,-•,•.ems. ;- . I - ' 6.ALL MATERIALS, INSTALLATION, TEST,AND 1 , EXIST. STO' " ' " g�v: �� I rf J ` 11,gq !m►` / ''� {- - .1 ;.r,,. f fr . - INSPECTIONS ARE TO BE IN STRICT ACCORDANCE ` ERSFMEI f J rr* f +� �i �.. 4 ,. + 1 J ff-•"'-",•i J F / ar EI r i / , � �`_ �, ,� ;..+ r+. r r r�.• _ F I� WITH OREGON DEFT. OF TRANSPORTATION 1 5 NPR • OR H•'. s. _ _r-:�¢Y . . 'r r r f Tr F�. ." I , STORM DATA -KIN IS �r N r _ - �•. ''" a,. ff ' ` ry STANDARD SPECIFICATIONS. �-�/ Co RACr3- ` f --= '$ `7 7, THE RETAINING WALL SHALL BE DESIGN BUILT a \ '` '� } °� " • *` ` ' „ s + ��_ '` /,- f� �'' 1 EXIST.STORM MANHOLE(SEE PROFILE) 1 1 \ + ,�__ �� �.�; * ; + + + + / r ` 1 -- T ?; BY THE CONTRACTOR. THE CONTRACTOR IS TO 5 / ' ` �: _ ~ ' "� "' + + ` f-. --/ ;�� VERIFICATION BY AN INDEPENDENT �� + '` Qf .= �.+` + +, -� • • ( a t I PROVIDE VER1 a.v.`�. ..v _:,• .... " * .'*` + ,+. . ` I,f,'''/' ' /:I.'%r r' .. -_ 4 2 EXIST.36'CMP SEE PROFILE . ►yam s _• 1 s ( ) TESTING LAB FOR ALL GRADING AND EXCAVATION ,� \\ i �p 8 ..._T._'f_.. , 'C�"n _� R.,., r�,� + a:.+.,,+.,-+« ;.. 2-01007G ` fr A/�f rr.fr. , - ��-` I � ! � STANDARDS AND SPECIFICATIONS AS!T RELATES 111111Plipp, 5 i f'44210• ` } I. ry `� I ® REMOVE 64 LF 36'"CMP STORM LINE TO THE RETAINING WALL. _` " y \ �I' , a` v ,�- .. 2ao.t7CYRvt . ,^ , �;f,'1 r r ..� F ,� 9 _ • +.r , . +1+ y -_ .- • 1, 4 STORM MANHOLE#1 (SEE PROFILE) li \ �, REFER TO ARCHITECTURAL +ZW -•-- • , '' i 40.75TC s �t - I, �� ,c r I0 { fl 36" GSP(SEE PROFILE)PLANS FOR CONCRETE WALK ;���. • ,:' E :r f .' r * / + `3s'C :1:: y _� ! i / nt 39.92 GRY/L f 71 I • f e.*",.+ r r 6 STORM MANHOLE#2 SEE PROFILE r i ': 1 ter ® ♦ _ / rr-r , I / I + t it i �' • �p _ t. __. ' _ 11i 0 STORM MANHOLE#3(SEE PROFILE)A I II `-' , _ • _ 4 t PAVING DATA ! t�.r" *r y�i+f i +f!/ G i/ I �'r j I t 8 EXIST, STORM DE 1 ELATION MANHOLE ADJUST RIM i _-_�. + t.•<. ♦ i' / �1� / �` = I qtr 1 f TO NEW GRADE242.0. PLUG EXIST 24"(S)IE 8"IN 7 AC PAVING(SEE SECTION) __ , • .` -- 4-- - mC,C L., " + / ' �' ;' _-.` zt I ck. 11. i 1 I/ 235.50(SE)IE 24"IN 234.78(NE) IE 12"OUT ,, c �. s• _ +'+- x+s+ A+r '1 -, I +'1 234.78(W) 1 r . _i ..._ r _ j i [� \', I, y. ® STD. CONC. CURB �, \ •. :.+ ri - r / y=- ' 990 LF 83x5T"CMP ARCH S=Q.0024// 0r �:�o.� '1''-1,/ " i �' • I. ,� I t ,. (WELD STEEL 1 _ `;r:* - 11! 3 SAWCUT LINE 3 , 1 PLATE AT EACH END AND STUB 24"CSP INTO 1 \ _ - . fr' v - J i i MANHOLES) - , -M1•^_A _ 0 , / / / f !•+ (, " El RELOCATE EXIST. STREET LIGHT TO DESIGNATED � 1 r 44 ' '` l l i f+ t !® LOCATION ON THE LIGHTING PLAN a j ' I • I I' 7�0 STANDARD STORM MANHOLE RIM 241).6 IE 6°!N ��•\ \ �. `0, �`\ . ,- p. .sT 1 .' ,4 f`., r " / / x I j: 236.40(NW&SW)IE24"OUT 235.00 �"�/ • 1 �,.\�?•,, `., A., _: .. . .-' .� �'".�.T « • ; �„ 1 --__ _ _. , Nei.1� 5Q REMOVE EXIST. TREE I ``"` 1 \ • `", di. s, j -y '": + ! 11 EXIST. CATCH BASIN GRATE 239.69. PLUG EXIST. `\: t 2Ag. ' • +�'�*%. ''+�, / 4., ', Ir i" �" F ""PVC E] RETAINING WALL(SEE PROFILE) ` ` fi..- / ... '%'.t *, ., i F �3` .::.:..., r I 6(SW}!E 6"OUT 238.70(SE}W/1D L 6 (-1) \` 1 RC7P05FD t5' <- x :• �_ `,' i � r i REMOVE EXISTING LANDSCAPE ISLANDS `\ sroR E sE ''ENT � �. 1 ? I @ 40 LF 6 PVC ROOF DRAINS 0.040 TE AT END \ f ' a" y/ ANCHOR /� !I 8 REMOVE EXIST. RETAINING WALL -, - \\ �� _. -: 4.471 #:, «1,".•t ' r I/-i I + 1 I i 238,00 (SEE RISER DETAIL) / 2 �\ � r.i y I ' �'' `�,') -, "*, ,, ,< i+ '•• ` •', = r -' d 1 47 LF 8"PVC 5=0.047 IE AT END 237.70 (SEE Q Gny- ,.�- ..',•�` ' 4" FIN.FLOOR.242.0 . ° •s ",ti, - .` - L_! I I © 9 REMOVE EXIST. ELECTRIC VAULT • Y 14 RISER DETAIL) �•. .�. a� -- s. 7 I .,, k ,. 0 NEW SPLICE BOX AND TRANSFORMER VAULTS r,',�"' I' �,.' ` ` V -Y `� \`l bb l+a '- + +yry. ,.�^ L a .` •h. , � .\ -Z ~ ,l �w- �' naAINTAfN DRAINAGE • y i, G4 TRAP C TCH BASIN GRATE 240,65 !E 6 OUT (SEE LAYOUT DETAIL,SHEET G4} 1 Ar � ._- • SYSTEM ` ' - , ~'j _r j I' 237,65 i 1 CONVERT EXIST. VAULT TO 0 f \,� k:� l ! - `.+/ PA ' \ -�_..- 'r ;;- a I d MANHOLE. ADJUST TELEPHONELID TO NEW GRADE • ' W -" # + 2 8g 1 80 LF 6"PVC ROOF DRAIN S=0,005 IE AT END • �► ' `. rf ,� f 238,00 (SEE RISER DETAIL) � I • ,. _ / RELOCATE EXIST. WATER METERS \I \ ) ' t- i REMOVE EXIST STORM MANHOLE ��` N 1 , -.,,,The� ti • _ �w"" Imo+\ ID REMOVE EXIST. CATCH BASIN AND LATERAL ! // : \ ya'., _ f f I REMOVE 116 LF 60"CMP /NN ® REMOVE EXIST UNKNOWN UTILITY BOX. 1 i 4 AC'''. , _ - !� .. ri 1 aREMOVE 96 LF 6'CMP /%ti �]5 EXISTING PAVEMENT TO BE REMOVED BY 3 • 1 ,- ! ` ® ! . ~4' �- '` _ " _/,,„nit / 11 9 EXIST.STORM MANHOLE ADJUST RIM TO NEW GROCER, ;�` . ~\k\�`'a ``��,`� 1' r', ' '' , r f •�- l„. i� f GRADE 240.6 16 LOADINGDOCK TO REMAIN ` t� I J! , i ", r`, �';;�., 0 EXIST 12"CSP STORM LINE `�} � � \ ` /� - V� REMOVE EXISTING CONCRETE AND LEAVE ti : ' , r, -` GROUND APPROXIMATELY 4"BELOW FINISHED (-� •,, ,, /,, , 1 ,, `f ,./ , - -. _ , + r f:' 2i EXIST. STORM MANHOLE ADJUST RIM TO NEW 'z , r '� ti 1,...: �- ` / ' ' r FLOOR, LEAVE CONCRETE UNDER ENTRY,e +� // rGRADE 238.9 !E 12"IN 233.20 lE 12'"OU7 232.38� f I ' F trjf ! I ' } '/ 3'RETAININGWALL CANOPY. y < f' \', ' iti ? r \ 'r FORTREESt5'SANfTARY `~ \ ' _ ♦ c , � ( I ( 2 i'70 LF 12'PVC S=0.010 I EASMENT _ "' ~y w . ti •, , r'i / 8 REMOVE EXISTING AC IN FRONT OF BUILDING TO A LEVEL OF 4"BELOW FINISHED FLOOR.r `., '-'-f • ~ - ,`.;./ /�r 3 STORM DETENTION MANHOLE RIM 241.20 �\ ``� `' ` ; .r.. /• / I !E 24"IN 234.90 !E 12"OUT 234.90 \ ~„�, �`\......-• 9 : • , r J' ® REMOVE 231 LF OF EXTRUDED CURB. ,.� :..� ~.`� Yt �'' �, ` ORIFICE 1-8" (SEE DETAIL,SHEET CB) ti, `�.. ' _�.�, ^.•.-�..... ,, '` •� 3 "�� ti • Z. _.s., C_` r ! I,f4 ✓+r /%�l ,./ ^ `^ y ,5 .} , "w r z"f lr / I REMOVE 6,419 SF, OF LANDSCAPE AREA. / • 105 LF24" PVC 5=0.005 lit REPLACE WITH GRAVEL PER SECTION. PROVIDE 4' -•.�^,`'' � - � � �, 1_11f � � /G' '� f )//'/ � / •� WIDE TEMPORARY AC TRANSITION PATCH 7��^ r' -- r 1 47'�;r !° ram"` t/ 6i STORM MANHOLE RIM 241.25 1E 6"IN 236.90 t- NN-., r 4 ` BETWEEN GRAVEL AND AC a:.r?` t42 , IE 24 QUT 235.40PAVING.', \-- `^`� , o - • 22 LF 6"PVC ROOF DRAIN 5=0.050 !E 238,00 AT •, _ 2a�17 :._:.:__.,_.,. %,J END(SEE RISER DETAIL) - • �w - _m�.- _ _ `�. � �% fly - f /! '" � y w 15i t l � •L,n ;y -'i! OPOF CUT BANx, / { 17 LF 6 PVC ROOF DRAIN S=0120 IE 238.00 AT o. & ' . _ t tr xra w� �►�. � -. f r ; END(SEE RISER DETAIL) PLACE JUTE MATTING ON HILLSIDE 1 - _ 8 26 LF 6""PVC S 0,030 !EAT END 235 30 STUB 30' 0 15' 30' 6Cf' r''� ,>�` � ..e j = s' ,.• "� -' M x� ' yam I ' / [::] _ _ _ - f r/ / OUT FOR FUTURE TRENCH DRAIN. ' L` "� - ,1, _ _ 19 S 0 430 +E 236 50 AT -•- - •---- -•- , - -� --� ti--� ----J r3 'l ' l r-jr' ,..--1::-.--- ..-' • ENF 6"PVC ROOF DRAIN r y � :'' \ f_ �.:._.._7 �\ �, D(SEE RISER DETAIL) _ 1 inch - 30 ft. \ : _.,__._ _ .. ,4 \, - `� 30 11 LF6"PVC S=0.080 PROJECT NO. Q TRAP CATCH BASIN GRATE 238.00 1E 6"OUT 98-01 235.00 332 13 LF 6"PVC S=0.200 DATE ' 8/16/99 • TRAP CATCH BASIN GRATE 240.10 1E 6"OUT , DRAWN BY : 238,60. IF TRANSFORMER AND SPLICE BOX ARE DPS RELOCATED ADJUST CB AND LINE, NOTES#32 CHECKED BY AND 33, TO FIT DRAINAGE PATTERN. STEEL MARINER POST YYf7Ii �� TOP PA NTED BLUE PATH or TREE _ /// // 0 EXIST, STORM MANHOLE RIM 249.40 1E 6"IN E 1�/ j Q O WIDTH STREET 4 AC CLASS C r��� /�i!/l��///. ( ) ( �7�' 1----/ 1"R s. 1/2"R PLACED IN TWO UFTS240.i0 SE IE 36"IN 239.05 S IE 36' OUT 2"of 3/4'-{Y 238,84(NW) -. AREA GROUND A-c, PAVEMENT 8'ofr rrz°-� ' I'' 12°, DAdiN z CAP t. @3 45 LF 6"PVC S =0.020 M so 2.1 EDGE OF a- rv���vvV�vr ' - 64 /1 PAVING 6• :. ; COMPACTED '`'�''�'�'!����°\��\141\�r���� 3Fr AREA DRAIN(12"SO.) RIM 243.00 !E 6"OUT 4 :I SUBGRADE AC PAVING / _,_i_- . 0 AREA DRAIN(12"SO.) RIM 245,30 fE 6"OUT 12• .. • te' PAVEMENT SECTION 243,30(VERTICAL) IEAr24"236.25 (SEE DETAIL) a 6"PVC T PPFA�R td' -' '. TO BE CONSTRUCTED BY AREA DRAIN(12"SO.) RIM 245.80 IE 6°OUT OREGON t, DESIGN/BUILD CONTRACTOR ..'` ' - • . ' NEW OR EXISTING 243.80(VERTICAL) IEAT24" 235.95 (SEE DETAIL) O Cf7,'4�C2 MAIN 1 AC PAVING I, PAVING / �� • 39 AREA DRAIN(12"SO.) RIM 239.50 !E 6'"OUT CUS GRADING/PAVING/STORM PLAN i6"VERTICAL CURB . b AC TRANSMON GPVC ROOF DRAIN r• " PAVING TEMPORARY . {..- . r,, 237.50(VERTICAL) TEAT 12" 232.0+/-(EXPOSE& RENEWAL DATE 12/31/99 I fxill CAP 1 f I�T �1`�Q -gala ��/ VERIFY) (SEE DETAIL) 90°BEND 6•TEE INV€€RT(rE) �� 8"ofr 1/2'"-•,E/ } ' + • + ' -�• 40 28 LF 6"'PVC ROOF DRAIN S=0,095 1E 238.00 AT$HOWfV ON TFI€PLAN + 1`BAse COURSE 9" ` ' • ` - END. (SEE RISER DETAIL)COMPACTED %`*N' .'cSCi'.i�G'C�+' \!Off���,..4.\fritil 0-0:.PV,P 'SUBGRADE Don Cushing Associates,Civtil FSigineers 8760 k7anklis:Street,Suite B, AREA DRAIN DETAIL GRADING AT RETAINING WALL ROOF DRAIN RISER DETAIL 16" VERTICAL CURB GRAVEL PAVEMENT SECTION gara°R97229 (603)820.7884•Fa:-(609)620-2771 /8/C3 WATER DATA WATER SUPPLY NOTES Q EXIST.8"PVC WATERLINE 1. WATER MAINS SHALL BE DUCTILE IRON PIPE CONFORMING TO AWWA C151 Q REMOVE EXIST. BEND AND CONNECT TO CLASS 52 AND C-900 AS SPECIFIED ON TILAND EXIST.8 PVC THE PLANS. PIPE IS TO HAVE CEMENT ,. �. � � I H M D T / 4 / MORTAR LINING AND BITUMINOUS SEAL S C / ! ' 1`s• / /..,...: • ' ,f t '� f. 0 288 LF 8"C900 PVC WATERLINE COAT CONFORMING TO AWWA CI04. ARCH I T E C T S, P.C. 1 ;' ?' ,? JOINTS ARE TO BE PUSH-ON JOINT. PIPE f 1 t ti1 THESAME 4 REMOVE EXIST. BEND AND CONNECT TO FITTINGS ARE TO BE OF ` ` J ;r' \ 1�:.11''''fr' EXIST 6"PVC MATERIAL AND CLASS AS PIPE AND OF 333 SW FIFTH AVENUE yr) ' t i I of DOMESTIC ORIGIN. PORTLAND SUITE j �'I , Q EXIST. 6"PVC WATERLINE -� { 503 220-8517 ( / 1 t 2. WATER MAINS TO HAVE A MINIMUM i ! / r FAX 503 220.8518 1 9 , 1 f I ! ; ® 8"TEE&8"'C,V W/T$,8"TO 6"REDUGER& GOVER OF 42"WlTH 60"COVER ATIrlir i I � 1 - 6"GV FUTURE LOADING DOCK AREA. . t` 1 EXIST. 1 ' rrARY I t7 70 LF 8"DIP CLASS 52 WATERLINI (MIN 3. USF THRUST BLOCKS FOR GRANGES \` '� <ASEMENT i' 4 7'; DEPTH 60') OF DIREGTI©NS AND BRANCHES FOR I WATER SYSTEM. • !r ' I f 1� B�D WiTB O EXIST.8"PVC W/56%° 4. CITY FIRE HYDRANTS: PUMPER OUTLET IS TO FACE THE DIRECTION OF ill...__ / ,f ,:� ^. 1 !,' ® 33 3/a°BEND W/TB ACCESS. FIRE HYDRANTS ARE TO BE / 7 ) \ INSTALLED PER THE TUALATIN VALLEY 4 s f 10 FIRE DEPT. CONNECTION(TO BE FIRE AND RESCUE REQUIREMENTS. I INSTALLED BY GROCER, NOT PART OF ^s \�\ - . B!—MART CONTRACT) 5. GRANULAR BACKFILL IS TO BE / , '{ ! \ !�_/• f II r sr j ,• i t COMPACTED TO 95%MAXIMUM DRY f. )% 1' ., : I • I I FIRE HYDRANT ASSEMBLY(RELOCATED) DENSITY PER AASHTO T-99 TEST METHODI �//� ; ' ' 1 W/8"X8'X6"TEE, 8 LF 6"PVC, 6"GV&TB APWA 206.3.05 AND NATIVE MATERIAL ° `" `� I :'` SHALL BE COMPACTED TO 85%ON I } / , k - 66%°BEND WITB IN-PLACE DRY DENSITY OF ( 1 1 ,. / _ w t. i ' 12 SURROUNDING SOIL. • i 1 — ' , ,.A l3 EXIST.8"GV ' • 1 A .,, : �/ = r. 6.ALL WATERLINES WILL BE PRESSURE • r ` _ — _ +- f, -'r '!I f 4 EXIST. FIRE HYDRANT&GV TESTED AND PURIFICATION TESTED } r I BEFORE CONNECTION TO THE CITY • Jt �' ,{+ fr .r 15 REMOVE 200 LF 8"PVC WATERLINE WATER SYSTEM. W / EXIST. + STD- , .! • ,+ If. ; ; Ei REMOVE 34 LF 6"PVC WATERLINE 7.ALL MATERIALS,INSTALLATION, TESTS, i + +'.+. +I AND CHLORINATION TO BE IN STRICT s J f� _ , .. #•::* t2- r•,., 7, a 1© REMOVE 54 LF 8 PVC WATERLINE ACCORDANCE WITH THE STANDARDS � • r `-e_ _ ., ••I 4,/. .+. +. . .w... _. �- AND CODES OF THE TIGARD WATER 4,..V p 1` +M. ' =-- __, I8 REMOVE EXIST, GVS AND RELOCATE DISTRICT AND THE OREGON STATE • �. :'W__ _. i- +++++ v ++ ' EXIST. FIRE HYDRANT HEALTH DIVISIONAQMINSTRATION RULES, 1 ' f. +A. f + + +:+ -_ P , _ CHAPTER 333. • �R 7µ .�! +++ + + + + °... �`4 _ :^�_.. I I NOTE: N 1 >' , . �� _ -� 'a` - +i+�+;++++ ' A ~ . ' NEW WATERLINES TO HAVE MIN.42" l J err+' "- _ _ + + + + + 4%. �. w + I COVER. r. 1 _ ..: .�tr _ .. , *4 • �„ '+~'�`/ :� 1'J %'r J,.'�'� x., RY NOTES'�._. SANITARY DATA SANITARY tsD + + �y . w+ + + ' ' , `:' r' f EXIST SANITARY MANHOLE(SEE PROFILE) 1. INSTALL PVC PIPE PER l `- —=._. �I` ri`' x ' /' „ r'/ ,�, i�f `s: '{fy ` � MANUFACTURERS RECOMMENDATION. S_ -•; + +_••„.+ I • t' ` /.. ! { 4�/ EXIST. 8"'PVC(SEE PROFILE) • / • . ++ , •+"`+ +�. i i f • ! 2. GRANULAR BACKFILL IS TO BE • a_ 1' .+`+. '+ - ' \ _ i I SANITARY MANHOLE#1 (SEE PROFILE) COMPACTED TO 95%MAXIMUM DRY t _ • + +- + .'r' µ ' m r ;' ,Ib F t a`. DENSITY PER AASHTO T 99 TEST METHOD +.• /`, / �r ,r as q. 'k r 0 8"PVC(SEE PROFILE) AND NATIVE MATERIAL SHALL BE i -- ` __._r ? �/ ,;�� 1 _":-.-.1.=.71-7.7:7-21-7.7„::7::. $ fl. -�� COMPACTED TO85%OFINPLACEDRY I . I ffjj++tt ,ry / 1� � . / \, 3 ; r'', i r V SANITARY MANHOLE#2(SEE PROFILE) L__I_ *`° i . ' r - _ + tDENSITY OF SURROUNDING SOIL. +;' /' PROVIDE INDEPENDENT LAB TEST FORnv .\,,'" ,'., ,^ / f t ! _ _: . T- + ,"',�F ..4 �- a" ''�-,.�_ �6 8"PVC(SEE PROFILE) COMPACTION FOR BACKFILL ON ALL . „ .,. ,,. . \ / . t y 1 + • u'x , k� .k I .. • . + / > :/ f2LF$"PVC S=0.O10 \ :. 1 '' `�..N. ."`- - - - I {r rE AT END 237.22rf.+ • , '', ^ ` . ,. t 1 ,� 3. SANITARY SEWER PIPE AND ( J'� J .',', • ti, ' + + 1 tr, ,�- -A_ i, _ ,:I APPURTENANCES SHALL BE TESTED FOR r 6 e, 8 i3 LF 8'"PVC S 0.f 00 IE A7 END 234.30LEAKAGE IN / PRORQSED 15' '• ST RM EpSEMEN? ++x++x#r+ 4 •- O SEWER AGENCY(U.S.A.) U S A)AND THE CITY + + + . Q 14 LF 6"PVC S=0.270 IE AT END 236.80 OF TIGARD. f 1 +, + + ,� + ANCHOR i • . > Ill i ( CONFIRM WI ARCHITECT THAT IE IS + + +(A+ + +,+++++ +++ FIN.FLOOf�. ;42.0 '`� = •_ _ I ADEQUATE FOR GREASE SEPARATOR.*\, 4' � 1 i 4 ALL MATERIALS, INSTALLATION, TESTS, W + + + + + + "; r— -0 ._ I.: f 0 GREASE SEPARATOR VAULT, VERIFY SIZE AND INSPECTIONS TO BE MADE IN �, � L',.� �*-• :- � ` 7 i AND SPECIFJGATRONS WITH ARCHITECT STRICT ACCORDANCE WITH THE CITY OF 0 0— � � �-- ++I+ +++ *�« ref ;:: /�- � � { �•-"' ,��� BEFORE INSTALLATION. TIGARD AND WITH U.S.A. STANDARD AND ''e4 ¢ )' ,/s � -, , SPECIFICATIONS. CL _ - r + � 4 x 11 REMOVE 254 LF 8''SANITARY SEWER AND 3 \-, ' y .,/ \ -i -1 ,t.:- / •, Itl./i - ,d- - d'-d' - j - MANHOLES © L E2',E �: �EXIST.20 , wave r MENr � ) .STORM EASEME ,„ ' . ' z z " • _ } ,, f - Z." _7:__ - zT I mow^ tt, { # J }• �,\ W- ..., •.� .., \ , yp .. •., \\ f` ,, ,sue .'! k 'e i i, -,▪4,7 15'SANITARY ',^ �++�.�L`',.,1,S ti �- } Gc' .'. !�� f jjj .,,s„. s. ,..,,s.:..,„ s.. ,.:NNN''N. 4'\N4NN ter` r r ,.... i , .--�s .. - f t 11n I.]r '�J 4� • f / n Ns. Li\ / `,T-2-_-_-27,---::-.--- :•-:-7'''." '' .::::::-..=:-_-_-;:).±-.=:::::-_-_-_-=_=-_-_-_-_-=:: _ ..:,_‘.. — .-:----,.• 7.--^,' -l, - _.„,... .. '1".:•71.,...- ' ,...' t...':,'-°- ....." .-.' ... :sue.._ - ✓ . /� • :,---, ...,.v.---,L____-• Nt -N--, — , _ _ - -. I / / PROJECT NO. 30' am no 0 15' 30' Sil' ` 5 5 5 78 / / / / / / 98-01 1] / / DATE 8/16/99 1 inch = 30 ft. DRAWN BY DPS CHECKED BY : SPLICE BOX AND TRANSFORMER VAULT LAYOUT SCALE: = I"= 10' REVISIONS �, OGINft? N. 1•:82 OREGON A CUS ' SANITARY & WATER PLAN RENEWAL DATE 12/31/99 cus ing CY Don Cushing Aeeocietee Civil Engineers 6760 FranklinStreet,Suite B. 'Tigard,OR 97223 (503)620.7884•Fee:O08)620-2771 NATIVE � � � ._._.._._�._._.__.__...______._. ____.._._____.._:___.-.__.._..._.__._..._.a________.____w_..___..n.... -. GRANULAR BACKFILL - r BACKFILL I I I TILAND / 245 I .�____.._._______._. I9 245 SCHMIDT � _._ _ ._...__--__..__..._,.._..._...._.._._ -_...._...._......__.......... 1`" -20' � ARCH 6 T E C T S. P.C. - - I EXIST.�GRADEATSAN. i 333 SW FIFTH AVENUE -{ -�- -- -- - 1 ± SUITE 406 �~ PORTLAND OR 97204 � � 240 I ASTM 3R34. . ! " f_- - _` -` 240 503 220 .8517 -- - _- _. ._ ._.. ......._-_._ .__8„F„V 35 ,..._ __, ___ __,._.__ _..- . _._..._ -._.._. .___ _.___. __.�_._._.. - -.-_ _ __ .i�_._ __ -f__._ _-._- - 4 �._.�___._. - ._ ____ ___ __ FAX 503�j 220.8518 C -O.035 s I ! ASTM 3034 SDR 35 `` L EXIST. MH 195 LF 8„,1,�,VO S- { ST�12+58 -0.alp I, 235 ._ 247.23-_--__ _ _ ____---- ----__._-----_--� _ ___________________• ______-____ .________.____-- - --____- -__--.--.---- ------_ ____- _ __._� ._�__-______ 1E "IN 239.39(NW) $TA ++i 95 I j lE' "OUT 239.30 ('NE) IIM 241.9108"IN 237.10 ( ) 0- 8„PVC 8"!N 237.10 ( IE) # 0354 230 13'',0_1L239n_ I_ I 230 STA 0+00 1 RIM 240.3 IE 8"IN 233.00(SW) IE 8"IN 243.00(SE) I ►E 6"IN 233.00(S} j EXIST MH 225 iRIM ,ram, i E IE 8"JI!228.40 (S) 5+23/END IE 8"OUT 227.85 (N) l • i 1 (SANITARY PROFIL i CY _ _._.._.___.___. ....__..._..._.___.__.____.__ ...__._.... _ __...._i___-.....____...___1_.....___- __._. 0 2+00 1+00 0+00 • CBg4+68 fY N L�J C 250 250 N r .J1 _..__. _.___.____._____-._._.r _-__-____.__.___.-__ � GRANULAR BACKFILL I Q CL I- 245 . .-__. ... . .._...._.._ .._.__-_. ... .__.......-.. ._ ...___ .__ L.....-.__._ ._.. , __. - _......_.._ -_._.__.. .__..........____..___.._._ 1- „ _ 245 �` EXIST. GRADE AT STORM LI 249 i__ ._-__._, ._ __ m___....-m.._... - _ --__. ..._ .__.. ...___.__..._._._. ------- L.____ __.. - I j I 240 3+00 E I RADIUS DELTA LENGTH . 2+79 Q i I i 1 36' 34°OD' 21.4' �� 2 36' 56°00' 35.2' 46 LF 36"CMP ASTM C- '6 CLASS IV ASTM C-76 CLASS!V 3 36' 33°30' 21.0' ��, EXIST. -0.0084 41 LF p6"CSP 47 LF 6"CSP _�_ 235 -.._ S= .•D�t3__....__.....__ _i...w__- 143_LF.3F�"..0 ,* 235 2+45 I ... -._- $ ._.__...M. EXIST. S=0.0084 �� CB @ 2+47 EXIST.,MH 60"Mil#3 ! �,/ RIM 246.87 STA60"MH#2 60" H#1 p. 2+15 __ te STA 0+47 0+00/BEGIN IE 36"�N 236.89 (SE) RIM 242.5 RIM 242.4 STA +DD i EXIST. MH 230 IE 36 Ur 234.97 LN __...__. -__IE 36_VN 234.58(Si_ RIM 241.3 1 i230 1E 36" UT234.58 (NW) IE 3+61'1N-234:33-(SE) _--__ .....___IE"3611N234.05fS ______ .__ _ _..__----._._..-� tB 6"1N 232.85 I { 1 1 Q 82' 1+70.6 _ IE 36P OUT 234.33(NE) IE OUT 234.05( !E 36"OUT 232. (N) 0+32 I 0+53.4 1+35.4 STORM PROFILE a _ _. __ __... s__-_.._., ....._ _ _...-__. ._._....__. RETAINING WALL LAYOUT = 1+oo o+00 - SCALE 1"=50' r r'ti 0 L 0 I c\Ii N La 0_ CO I o 260260 i 04 t Uo c N v. N I ! Jr I CD CO -{- CO, d4) 0 C') o 1 C') o o I f i l { I� m o TOP OF ALL ,- N crjin er E i d ! In \ I + N toN , d N C'6 0,4I CO ! I ! o N d 255 o___-._ -.._ I En^ t i I _ . - . N m rr o IL 255 a 1___________________ -E -� . ! _ --__--- ----- - _---- PROJECT NO. I j N I oo 1 U u, 03 03 --- o I iI 98-01 ai Q � I 1N I u� N m # + i m I N LO DATE : CO I I N: - h. C*] N I po i CO 8/16/99 250 Z i ! ! I N I f N DRAWN BY -__--_ _.-_---- -- -- -- _ -- ---__.----._---_-----_- _______---•--- .. •_ ------------------ _ _ _.-.-- - ;... - - -._._._ _ _. _ . f -___ _--_--..._ - --- - -__ -__�. `n _ _._ _ _ _ __.-__ ti 250 CPS i .�__ ___.._..__. ! t j CHECKED BY : CO ci + ; ' /� TOP OF WALL ! l q+ ro c7 I REVISIONS BOT O WALL I F- 1 i Ip �, = TOP OF CURB I a. o 1 I Z N 245 I - - _ _____ .__________-___-_-...___.._ ! i....._. CQ .._. _ _ _ !W o 245 } N. `q Z0 I BOT, OF WALL TOP OF CURB j ma r k,....__________ , 4. $2240 240 - .._ �__-__i ----- - RETAINING WALL PpO ILE ORDCN10/3 USNr‘ 1/99a41 14 CD 7 PROFILES RENEWAL 2 _1 i ! ...__._ _--- -. .__._- _ _ -_ _-_ .-.. .._ ._ __ _, !___ _ __ _ 1 . _ __�--__-----1 ________. . i _.____.____� -.IW_�___ ._ J___ i__-_ .k__ _-__._ ____-.? i 0+00 1+00 2+00 3+00 4+00 5+00 CUS ling /C 5 hin Don Cu Associates Civil Eogineere 6760 Fkank]in Street,Suite B. Tigard OR 97223 (603)620.7884•Fax:(603)620-2771 8 • , / / • 1 f -9 TER L FILTER USE STITCHED LOOPS -" 41 , FILTER FABRIC MATERIAL \ �, • / ; .•_.._ FABRIC OVER 2'x 2"POSTS / \, i • 36"WIDE ROLLS MATERIAL TILAND / ` ` ' �� SCHMIDT , 3 • :y, l' ARCHITECTS, P,C. r�' r — 1�" �3 } o N cv o 333 SW FIFTH AVENUE -.," 1 SUITE 406 l •(A's... .'N"-- . 1 it . ►` * r _ PORTLANDOR 97204 / 1filit1(117,..._./111711_,....._.......... 6° I�► r►� �►r ��/ :ice/ 503 220 •8517 1 � �`'/ FAX 503 220.8518 -II6'MAXIMUM SPACING /• • ,.. ,a 1 r �� ��''—' FRONT VIEW SIDE VIEW N. f sEnrM�Nr1-:I ! x I NTS NTS '� FENCE I r ) r' II r r 1 1 ! ' ? \�` �� ,. � '`7 / 1 r i I`` ? ANGLE BOTH ENDS OF FILTER FABRIC • ,� • \ q�{ ;' FENCE TO ASSURE SOIL IS TRAPPED / ,° B!—MART ` , ,. , pc .7 1 i • \ sr fll fJr 'r, I: 0 I \. """� .'��� of f f^ 1 f' t!''.� •.f I t INTERLOCKED ��' IJ� e , ! re�,;'' rf r / ,I 2"x 2"POSTS �J /� ,, r , - 'f ;; AND ATTACH I 1 ! 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J.� riri.:"..aiiiiiii11111111IUI1611111t1g1 P I IIRI✓sl�FI11Py 1 i !!! ! + + "y FENCE I^■ ylriU.lANrlf mdlnl/,Illlrlyd�+ + + + , •' ``� _ _ +• i ; 111111,pr 1iIIItI11Nl'll'. IIsIU''118111'll`'` / _ — '-,-x�,.� v'�.`�r#ia"++.+F+ '�. `'�",. �`�'�.\ f; —.—. - uiiii ,, .y�gH�q�iiiiii',, hNllllllulnu,/ „_ .— = ••ii + + \ ~ ilillllllllllq� 1164141rinUnnIra awIr[1r�r�tW___ _ I _—__ _ ru' rl mol a I� I � �I�p_ -- - ..»+1:44i 1i.. "' Inuiir••uuinr, _�,'�7nun,`u`,ilistilltl}d11111liw.=2'‘ER:A05a,',; �'li �ii�lil l!h+ �. �' ,4PdIINn19116 = — — is},alrialii a ,;,:rrA;;I, 1 1,tT + I +, � 'Gt INlni Iil,ill Ihllfnl "'- - "�y\ r'++ s h' ',.. . rOcY F ;lliiiiliti�1eg d :illai 11R'. �I'IS iry�ll! 11+.t •T—__ •; 1 J - - -. ,llltPllll INlA1l titMi� ",..,,,N(?, I •-•-...,,,_ .!!Z!:,;,';::'- '.7:7.7.17_-........7=.7_-...r,.-?, !:::!:-. ..' ''.:'.!'..';;tt-,..E--7-7.7‘FI;F? 09 '+ _ CATCH BASIN TsEA DRAIN // • + + , NTS ,0 !�. + +� S%t •. ++ , r ..`'. ' 'Ir'_._.�-�, e:-..'r / / — ---4,..4404. +,..•4'''+ '',. +�+" _ I BIOFILTER BAGS TEMPORARY ..__� •‘ + , + + r + ANCHOR A' / 121— ti . 1 1{j - i ..... + + + + + + + + i FIN.FLOOR. 242-D r R\ 1. r i • • _ EROSIONCONTROL NOTES _ ' + + * + + h . , -= -- + + r` / -4 �- I J 1. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH OAR 340-41-55 AND THE CITY \ ' - I --- MO- GS.{TYPJ ": `_'_ '�X '_, •� 2. APPROVAL OF THIS EROSION CONTROL(ESC)PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY \ {f , '. _- � "•" -- -.�-. ,pl / OTHER PROPOSED PROJECT DESIGN ELEMENT. \ � r\\": • s \ ,__`"`' .. r 3. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION,MAINTENANCE, ,,: �. , `, y , .. s •. + / �x '� l° REPLACEMENT AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE �` , ';..,, .4 ''' : -A ,. r:... ` --._,�. ; ,' CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETE AND APPROVED,AND '�a�,,, �\ '• _.f r �' £ VEGETATION/LANDSCAPING IS ESTABLISHED. • ., SLDJMENT // / —‘ f` Y ` t +' ') FENCE • ,f /_t_�: ,< ' i-, 4. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED i gip;+ • `u j - - _. SEDIMENT PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD,NO DISTURBANCE BEYOND THE ``, f � • «• ` ..„,,...._,1-..:. � -' "‘ FENCE I FLAGGED CLEARING LIMITS SHALL BE PERMITTED, THE FLAGGING SHALL BE MAINTAINED BY THE C CONTRACTOR FOR THE DURATION OF CONSTRUCTION. _ �* \ / \ , ` t q \ ` ' ` I -� *t/r (f /3 \ ;` 5- THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL •,._y, rl`• � - ,,- ,.��' ��;; ; .• � CLEARING AND GRADING ACTIVITIES,AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN ,... -,...,,, s, -, . :..,., . ..,,,: ,.,:' . ... -,,: „:: ,..\: ..,.:, ,,,i ,,,,,'\.\,..\:_:,. ,';.. ,_.„r2,2, i":?`-',7.111.;?-iiTt":7"7 • ,' 4..,:„/...1 r. /, -.� �'+*., ..n : u " --,.r 7 ,. rt f WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. CD „.„, 6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR THE + . . , . . \ ' ' '` ` 7�'"� %f;r ' ANTICIPATED SITE CONDITIONS, DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE `' --„ ` • �' �_`� • UPGRADED AS NEEDED FOR EXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT LEAVE THE SITE. ` j J ~ ''' :•.., ' ' = ` '` • \ r 7. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS �; *` " ,` " y- '` NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. ii -,..,,,,,., ., ,, :,•••: / / ,•-f y / r�- � Y ., I r, ..2 `, �_ R �, ! ', '.. •: \. \ __ \ r= f _ .. ,•.'f'% / 8. ADDITIONAL MEASURES MAYBE REQUIRED TO INSURE ALL PAVED AREAS ARE KEPT CLEAN FOR - - -- -- f f' THE DURATION OF THE PROJECT. \ _ J - ------ •�- �,� `f 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF Q� t 4 j�= _-� ___-___-•" `.` r r ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. -----,1„ , / �` - _ -- - .,✓.`-"._v _ _._..__.-_ / 10. ALL CATCH BASINS,MANHOLES AND CONVEYANCE LINES SHALL BE CLEANED AND VIDEO 30' 0 15' 30' 60' ' -„ �� -� .....-�.•'-"' ' INSPECTED PRIOR 7D ACCEPTANCE AND PAVING. THE CLEANING OPERATION SHALL NOT FLUSH • — =fw p.,-- .. PROJECT NO, 4 1 a,,,,« `r _ _ .` V r� SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. - I 2�0 \\IL\d 1 inch = 30 ft. DATE 8/16/99 DRAWN BY : DIPS CHECKED BY : RR EVISI ON S WET WEATHER MEASURES 1. THE MEASURES FOR WET WEATHER CONDITIONS ARE ONE OF THE FOLLOWING OR COMBINATION TO PREVENT SOIL EROSION:ESTABLISHED GRASS,2"MIN.STRAW 9 ��` MULCH COVER,EROSION CONTROL BLANKETS WITH ANCHORS,6-MIL PLASTIC SHEET COVER OR SEDIMENT TRAP OR POND. ciiN1 �. dt. 662 2. THE CRITERIA AND DETAILS FOR EACH OF THESE ARE CONTAINED IN THE USA TECHNICAL 'r GUIDANCE HANDBOOK DATED AUGUST. 1994. l OREGON � 3. AS THE WET WEATHER APPROACHES MORE EROSION CONTROL MEASURES WILL C�FC• 07,"�°j��G BE NECESSARY TO REDUCE EROSION ON THIS HILLSIDE. 4V CUS EROSION CONTROL PLAN RENEWAL DATE 12/31/99 1110011111111 C6 Don Cuehing Associates Civil Engineers 6750 F r nkllin Street,Suite 8, Tigard,OR 97233 (503)620-7884•Fax.(503)620-2771 ... ../ / / . • / v i /• / . / • /, f"-------- S� CHMIDDT I � ARCHITECTS, P.C. l ' 333 SW FIFTH AVENUE SPORTLAND ORITE 972©� / / 0 • %I` FAX �5503� 22022D.85188517 ` I r 1 1 // ii; 1 [ i r 1 i '�. I ali ` PHASE 1: GRAVEL BASE ROCK !` PHASE II: AC PAVING 1:- _-----'' ,i7 . . -- Bit-MART , i 6),, jryG % j ;ti ' D(ISTiNG CD — PAVING W ! ; PROVIDE TEMPORARY AC TRANSITION / �.--- - - - t r10 PAVING BETWEEN NEW AC AND GRAVEL '- sq, BASE PER DETAIL ON SHEET CS. •• ♦«•ss•.w««« �~ •s::a::s+♦i::• • . -+.4}+'x+ • f.f/If/si r_ _ ♦r♦♦•♦.••rrr ♦ ♦ / // �fr. •••♦+••r•r+•+s+s+wr++r•�++ / •4 + i• a T _, f•, 1 ': A?r f/• , t /C_ .+_ ,.- r♦♦•♦r•wa♦w+• .fir q. s •F �•1 - v . •«♦w•♦♦ •••• T 4 Jam— -___ ..-_._e.�.l4ri r•s••••. I / fara....,...... .-- --::=7:::==::::-.--.----4•:•:.:*:•:•:•:••••••••• •••••••• • •..*• ..•.�.•A•. PROVIDE TEMPOAARYAC TRANSITION r --_ — .+;•• {.'. S PAVING BETWEEN NEW AND REMAINING AC . . . . . __ _ ., .. . ,. _ ..... ,. 4 4 4 , + ... H b.4 41 9 Li ILLI ..... ...„.. ...___._ ._ ••s+s j+ i �..-':-I ham. Y ..= I .44.4.....m......... wsb«.•.•+ �\ .Ir ,n�♦ . '�. - _____,I, Lis ..�— ♦♦fir ♦Y••«.• ¢ _.-_• ♦ ♦♦rrr••' `,/ . .. \ ..' , 21' -.._ _ •♦ •♦••••+• • ,� / '.J.-• ° q 1 - ////// '-•ti. —— ••••••"•''.'•"...••••••.40,. ., 4..4 4 4 . ••♦.r•♦• //// - - / ,:.• _ 0 Cl— .4 J V CHQr1 'A' ......, 4 i / f d 4.4 ! } 1 p. FIN.FLOOR 242.0 // /' - d y EXISTING PAVING AND LOADING DOCK TO + + ' r • 1 REMAIN UNTIL BUILDING EXPANSION. NN%•• NEE z . :'. 2.. '.‘,..,. .:.2.....,..4,... .4..,: ''',,-., ',,N:s..:: .„:,: :i fil:____.„,_.%,--.-.L...........:,...7.........:.--..-..:::::::::::,:..7:777:=71..E.....7..._.2H 1 1/ 0 > J L' N44.. LOADINGGDDOC1! / _..-. _ N. ________.________=._....T...._ NEW AC�'\ '.', `' _ _ NOTE: . ----- PAVING - CONTRACTOR TO MAINTAIN TRUCK DELIVERY / — --__ — ACCESS DURING CONSTRUCTION. `�_,_•.............„.„.„:„.„..„...„....;„..„...,..,,,.„...,,,Gtir .,. $y ry __ ��� _ USE METAL PLATES AS NEEDED TO MAINTAIN .N.N. I, s-, \ '.. \'y - --, ',„ \ '‘. \ \-.\ \ \ ‘,.. _ Na __ _v - TRUCK ACCESS. NNINN 4.,.._ ________ ...„ ..,. ._ _ _ _. e .ILI\ . .4........4\4.4.**N. N _ _—. _ — PROJECT N0, N. .._____ - =_ -01 I DATE : 30' 0 15' 30' 60' N. _ DRAWNs �. �� DRAWN BY : !win_i_o! ._ DPS / DA PROVIDE TEMPORARY AC TRANSITION CHECKED BY 1] 1 PAVING BETWEEN NEW AND REMAINING AC inch = 30 #t, REVISIONS ' 10/1PRN:44\ as OREGON '0� 07, Ica CUB' CONSTRUCTKNI STAGING PLAN RENEWAL DATE 12/31/99 IMME Den Cushing Associates Civil Engineers 6750 Franklin Street,Suite B, 'Fiord,OR 97223 (503)620-7884•Fax:(608)620-2771 8 LOCATE FRAME AND COVER ill OVER LEDGE OF AT LEAST 12' IN WIDTH . D Ai c mi .B d + • MAXIMUM 23" FROM SET FRAME IN NON-SHRINK TOP OF FIRST STEP . GROUT TO TOP OF CASTING T a� �r�r+.wr�;� NOTES: GRADE RINGS c2".4'.OR 6"? t .A SET IN NON-SHRINK GROUT - MANHOLE TO CONFORM WITH ASTM C-.:?S • STANDARD ECCENTRIC - MANHOLE FRAME AND COVER = 3' CONE AS SPE:IF:ED SEE DRAWING I10-SA/120-SA 7,7--D i, e N - ALL PIPES ENTERING OR EXITING - SHA,_ BE WATER TIGHT ;---0 - CHANNELS TO BE 3/4 VERTICAL %.11 -- HEIGHT OF PIPE-SMOOTH FINISH _ _ e - RAM-NECK OR KENT-SEAL TO BE °� 4 USED ON ALL MANHOLE SECTIONS - INSIDE DROP MAXIMUM 2' =r+� . MANHOLE SECTION VERTICAL DISTANCE INVERT TO INVERT - 0.---- (VARIABLE 1 '-4'I MINIMUM HEIGHT OF STANDARD ' TO BE S' •v •i - SEE DRAWING NO. 100-SA MANHOLE STEPS Y +J_ - KNOCKOUTS TO BE USED WHEN STUB OUT PIPE =aI IS 3' OR LESS - MIN. .20' FALL BETWEEN INLET AND OUTLET _, .l 0 R LB'MIN. 12' MAXIMUM ' } FOR CONCRETE PIPE .D 1 "/FT. SLOPE 1' MIN. FROM TOP OF _ PIPE TO MANHOLE . ___0 SECTION _,, ,____/__________:_\_____%: PIPEv G. 0.0. -4 lb 12' OF 3/4"-0 COMPACTED B. MINIMUM .CONCRETE•: ,,a . \- BASE MATERIAL �{� • _ . . • 6' MINIMUM I STANDARD MANHOLE ,,f unified urA • sewerage -f' agency DRAWING NO. 010—SA IFILE DRnFT:SANI SO ORAVINO SOO1OSH 0 NOTE: MANHOLE STEPS MUST BE TIGHT AND FIRMLY ,� =, EMBEDDED. THEY MUST ALSO MEET THE ASTM •=• TEST FOR WITHSTANDING PULLING OUT. E/ 1� r ` .74.; 1; '-I. , : 5-3/C" • a I Q I I PIIIIII1 1/ 10-3/4' 1 i2" aQ •. � r -p •COPOLYMER POLYPROPYLENE PLASTIC .,' " • ,a: .a • 111111111111 1/2" GRADE 60 REINFORCEMENT •r'�% �. 'a • • o .r 13" CC T 3-3/8" FOR PLASTIC SAFETY STEP 8"--8-5/8` : o : 6" .r: Q — a6 3/4" GALVANIZED BAR MATERIALS. • �, • 1 12" GALVANIZED: a' A'. p *6 (3/4" DIA. ) GALVANIZED DEFORMED REINFORCING BAR. REINFORCING BAR CONFORMING WITH ASTM A-61S GRADE 40. ! ';o• , :©: ' GALVANIZED CONFORMING WITH ASTM A-123. PLASTIC: MUST CONFORM WITH ASTM C-678. ` D� STEEL REINFORCING BAR MINIMUM 1/2" GRADE 60. MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED WITH INJECTION MOLDED COPOLYMER POLYPROPYLENE WITH SERRATED SURFACES. <"FOR GALVANIZED STEP �: ' ' TEP .� unified w. E u Asewerage agency DRAWING NO. 100—SA i ILE (MATT*SAN: SO DRAW INS S1 OSSA 2/I1/36 !t - 1 . - 1111 /7„-r;:::::::::: , i ' /(----- ,\\ \ 0 j 0M SANITARY 2t-3:t- _ F 22~ z AnI m 27" 1-.1" 25" ��i D# 1 ;1- . / ✓ 3w I,�w !/ A l i :„?.. .. . . Fj `�i "�w 1 I 1 2C-1/2" » r • 3i" - - , i NOTES: 1 . SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS. 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-L8 CLASS 30. 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. C. NOTCH LID FOR LIFTING HOOK. SUBURBAN AND STANDARD 1 f unified ' MANHOLE FRAME AND COVERu A agency e agency I DRAWING NO. 1 14-SA •tU seirbswq L rum,sailor. I I SAWCUT SURFACING MATCH EXISTING MATERIAL z TOPSOIL 5 OR AS iv DIRECTED BASE MATERIAL _J LI 7 a — O' U x m le 7 a 00 I a I zx C CD Wm c., O�aa.In I th'-' I v)Q:: Z I cc dI Z I C U<z 4 <Oq J -0 U ' JCe 4 VQaU vtG 1 \ P 1 a2 x w d I P J (), -J 0 -W Z W Z D a hl d IN U W a0 °• ol u � rT 6" MIN 6" MIN 6" MIN BEDDING BELOW - r et111 OUTSIDE OF PIPE BELL o z�F r mUw a w Di 0 . a a,l )�� a h \\ \� \\ \\�\�\ \\ice f TRENCH FOUNDATION STABILIZATION, AS REQUIRED - NOTE: 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. 2. JOINTS TO BE TACK AND SANDED. 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. APPROVED BY: NO SCALE AGUSTIN P. DUENAS NCNCERINC DEPARTMENT A, TRENCH OWG. NO. '':rAjLLV- j 13125 . OW HC BLVD. CITY ENGINEER Ii� V ICE: (5 3) II 97223 MARCH 1998 BAC KFI LL 1 8 0 CITY �C£: 50.Y 63f1-4t Tt Cw T 1 OF TIGARD Me 503 684-7227 1 APPROVAL DATE sic H Mai �a (HORIZONTAL) (VERTICAL) A R C H I T E C T S, P.C. BEARING AREA OF THRUST BLOCKS VOLUME OF THRUST IN SQUARE FEET BLOCK IN CUBIC YARDS nt 333 SW FIFTH AVENUE SIZE AND 406 D NDNT 8 Q �D 22--1JY 1t-1/4" �D D 'BSC _ PORTLAND OR SUITE7204 34"W x A-I A-2 BAD WO TOPSOIL SURFACING M' OR AS MATCH EXISTING MATERIAL 503 220 •8517 IF 4 1.0 1.6 1,4 1.9 1.4 1.0 --- --- --- --- --- --- DIRECTED FAX 503 220•$51$ SICCWALK --- ^ BREAKAWAY PLANDE 6 21 3.7 3A 4.3 3.0 1.6 1.0 - 1.3 --- - a VALVE BOXigi b 3A 6.5 5.3 7.8 5.4 2.9 1.5 1.0 23 1.7 -- --- BASE MATERIAL �i��'. J - ��Jaw _,VY 1 10 aA 10.2 B.4 11A 64 4.6 2.4 1.2 3.7 1.6 --- --- Y� T - �---`` 4 TO 12 6.5 14.7 12.0 17.0 12A 8.6 3.4 ' 1.7 5.5 28 1.2 --- 8 • •�' 1 :jl;.•�0 •"°° 14 11.5 - 15.3 23.0 15.3 BA 4.6 2..3 7.6 3,9 1.7 --- ' • `• , 16 1�5.0 25.1 21.3 30.0 21,3 11A 8A 3.0 9A &I 2.3 OA m w \ r, 1 2 M 2lii 18 19.0 --- 27.0 30.0 27,0 14.8 7.5 3.8 --_ �- rFl II II 20 23.5 40.9 33.3 �47.0 33.3 18.1 9,4 4,7 u off'CA °'� } . I M I 24 34.0 58,6 48.0 680 48.0 28.2 13.6 8.8 -- ___ ___ oI t j 11=U=1 1 i 4 - - .. _II-12 F.I�,i- .�7 3 a =- 11=s=k= =11=11 I 11 CONCRETE THRUST BLOCK . 1S 6"DIN:TLI.E IRON PIPE -11 1; 411 1. ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 PSI MID AN ALLOWABLE SOIL BEARING SIN-SS OF 2000 \ �" III:. .Ilk 4��HOLE POUNDS PER SQUARE FOOT. TO STRESSES. USE THE FOLWWING EQUATION: BEARING AREAS FOR DIFEEREM TEST PRESSURES AND SOIL HEARING "� 'V III.R-•Mrilla-!II11I SIXA PREClu^T BASE EAACK BEARING AREA- (TEST PRESSURE/ 150 ) x ( 2000 /SOIL BEARING STRESS) • (TABLE VALUE) . -- �"�" -- - 2. ABOVE VOLUMES EASED ON'TEST PRESSURE OF 150 PSI AND THE WEIGHT OF CONCRETE - 4050 POUNDS PER CUBIC ael+. 12"MIN ABOVE OUTSIDE E � YARD. TO COMPUTE FOR DIFFERENT TEST PRESSURES. USE THE FOLLOWING EQUATION. OF PIPE BELL BMX VOLUME- (TEST PRESSURE/ 150 ) x (TABLE VALUE) 'q - 24" MIN --. 11� II Ili ,1.. I _", A-1 �.' '.. 1.:1 II =11 a_ 1. 71 f. mili iF II in !f 11 1= .-II - -WI. Ill�.., I::,, 'IkVl=-'I= 11- ll='4`?,'1=11-11=61. 11-II A-2 a=.-..-1110T •=11=n= -.I- 6" MIN OUTSIDE DIAMETER SUN Kan TEE CMS 8 ADDL,E BLOCK BEM 0 1. WHEN PPE 6 SHORTER THAN 16' NO JOINTS PLUMED. 115E ITfiGW$CAI.JOINT RETAINER wAN05. MO 3/4• 1 8•MIN. BEDDING BELOW GAALVAMZTD TIE RODS MAY BE 119b 0I L u or THRUST BLOCKS FOR INsTALIATION3 Loss THAN IS'LONG. TE .. ROOS SHALL BE COATED WITH TWO COATS OF BflU114S1$C_ ,_. „ m., OUTSIDE OF PIPE BELL 2. WHEN PPE IS LONGER THAN ME, RETAINER GLANDS NOT REQUIRED. 1i l- I ,� „ Ik ll1= •j I oe 0 3. THERE SHALL A lNirELILFM OF 18`HORIZONTAL CLEARANCE AROUND HYLYRANT. =11- rTw1- �I ,. a,° t gy U] _ a` 4. WHEN PLACED ADJACENT TO CURB,HYDRANT PORT SHALL BE 24"FROM FACE OF CURB. AM � � �$,II III 4' MIN -`n I,- . - +� 5, CONCRETE THRUST moms SHALL BE CONSTRUCTED AS PER THRUST elGcx STANDARD ORAWRw. DO NOT BLOCK _g II n=11-a-u=1- ' „_„ ;"ii`IrItil- HOOK 11 *II II 11 II II 11 II E} 11-11- DRAIN HOLES. - -I=11_Lt=II=II=1 __ r=n _,. -I. 11. .11=11 1 II II II II 11 11-11=1112 H-11 II 11=11 II-11 If 11=i1=11:b. EXTENSIONS REQUIRED FOR HYDRANT SYSTEMS SHALL Be MEWLED TO THE MANUFACTURER'S SPECIFICATIONS. Sag$ II_}}11 }i-11 II kills 11 l'=-4 _- 7. FIRE HYDRANTS 514A11 BE PLACED ID PROWDE A M81.RIM OF 5'CLEARANCE FROM DRIVEWAYS, POLES.AND OTHER OBSTRUCTIONS. RODS FOR VERTICAL BENDS 8. HYDRANT PUMPER PORT SHALL FACE DIRECTOR OF AMES5. TRENCH FOUNDATION FITTING 512E ROD SIZE EMBEDMENT TRENCH AS REQUIRED 12"AND LESS /6 30" 1 14"-16' /e 34" r r'1 CONCRETE BLOCKING TO BE POURED AGAINST APWA OREGON CHAPTER n UNDISTURBED EARTH. ��,y/ 2. ALL CONCRETE TO BE CLASS 2400 MINIMUM. 1 1 ', • 3. INSTALL ISOLATION MATERIAL BETWEEN PPE AND/OR FS1TINGS BEFORE POURING CONCRETE BLOCKING. THRUST BLOCIwRsa,�I SURFACING OF PAVED AREAS SHALL COMPLY TRENCH BACKFILL, 1'1TAA.A./'1 . 4. CONCRETE SHALL BE KEPT CLEAR OF ALL JOINTS AND WRH STREET CUT STANDARD DRAWING. BEDDING, AND PIPE RODACCESSORIES. f ,� 5.. TIE RODS SHALL BE DEFORMED GALVANIZED COLD ROLLED ate I ollA>,�s NO. (u' , DATE. DRA1MK Na. STEEL, 40000 PSI TENSILE STRENGTH. o47e M,K IC/ MAY 1992 1 402 R MAY 1992 I MAR 1992 FILENAME-APWA00.}7-CMG FILENAME APNPODOO.OMNi FILENAME:AP1LI0000.DMT. < I ..........1 Ai • l - .. _ Iw PROVIDE STD. RUBBER II RING JOINT WATHIN 1" - 8" OF OUTSIDE W FACE OF MANHOLE WALL I t. EL.24720 /�FRAMEGRATE&SOUOCOVER Ch( 1 ) f -\ 11 /I r N t;�s,;:":LT;•*__ __ SPECIFICATION Cr)Il / NOTE MANHOLE LID TO _11111 - p BE 6" ABOVE FINISH -=_- V 1 -�I GRADE IN EASEMENTS 1. ALL WE1A® STEEL CONSTRUCTION. OVERFLOW \ -- - Z 10 GAUGE STE[7.MINIMUM THICKNESS i l �f PIPE SUPPORTS -� \ \DESIGN WE.236.904 - ` Luu] 3, 2' THICK HEAVY DUTY CAST IRON 1 I f GRATE. 1 I 2'MINIMUM 2a¢I INLET STANDARD CAST IRON GRATE I 4. COATEDPH INSIDE AND OUT WITH 0 1 _1 23" MIN T2 GouTt 7 P1PE1 z 1 PIPE ASPHALTIC PAINT. 5 SEE NOTES 15 5 I J4 I- `f 5. OPENING ON BOTTOM OF WATE�tSEIU. �/ _ / Vz. TO GREATER OR EQUAL TO AREA 1 ER' NON-SHRINK GROUT REQUIRED AT ALL INVERT ELEVA71ON234.90 fI�i� .NITS 'MTH FRAME, RINGS, • IN OUTLET PIPE. •L g ism...nrTl,.. AND BARREL SECTIONS. - „ z SkfEARGATEWITHGONTROL I, I 6. STANDARD DEPTHS : 30", 38', 42', 48" ({��)j (ROD CLEANOUTIDRAW P.1 20 1'SECTION OF PIPE N H ?;l r ATTACHED 8YC:ASICETED FOR VERTICAL ALIGNMENT Ell' 7. 'MANUFACTURER DOES NOT RECOMMEND + „� ////// BENT AS REQUIRED z BAND TO ALLOW REMOVAL / Z OATH COVER) Ist LOADING CATCH BASINS FRAIL PROPER �,, s / z 8 SUPPORT UNDER GRATE FRAME ..r.; RESTTilCTOR PLATE gj o war(1.8'ORIFICE I Id WIMM1111111141 FIRST STEP I (LOCALE OVER SHELF) SECTION A-A L J NOTES 2 MIN.CLEARANCE AlTS TO ANY PORTION OF FROP T I. USE A MINIMUM OFA 54'DIAMETER TYPE INCLUDING ELBOWS CATCH BASIN. �� pLAN VIEW GRATE FRAME / TT�� 2. OUTLET CAPACITY 25-YEAR DEVELOPED �/ NI, [iSMRI_CATCH BASED f ' 48" MIN. PEAK FLOW. A I■ WATTIRSE/1l �1 !1 \� L J CONNECTOR FOR NO-HUB 3. METAL PARTS:CORROSION RESISTANT. NOTE: MANHOLES UNDER GALVANIZED NON-GALVANIZED E PATS 7O NAVEASPJ-WLT IIILVii __I I 2" 4' DEEP DO NOT -1 REQUIRE �ItFS TREATMENT7. al C-476-81T gm; . adpimomorimiJ REINFORCED 4. FRAME AND LADDER OR STEPS OFFSET SO: -i_ CONC. T&G A,CLeANOUT GATE IS VISIBLE FROM TOP m / CO OR EQUAL B.CLIMB-DOWN SPACE IS CLEAR OF RISER AND {4 - '1 POLYETHYLENE STEPS C!_fANOLTIGATE. /IRON REINFORCEMENT T iy 8"x12" WADE,2' DROP, 5, fFMETALOU7I.ETPIPECONNECTS70CEMENT r IMBEDDED 3, ON 12" p - PIPE NOTE: CHANNELS MUST BE CONCREFEPIPE OUTLE7 PIPE TOHAVSSMOOTH CENTERS ( TYPICAL ) •"I QIA ABLE TO PASS A 7"x30" Q.D.EQUAL TO CONCREFEPIPEE.D.LES51/4". - {c- CYLINDER INTO PIPES 6 PROVI ATLEASTONE3 XO.OSOPAGESUPPCMTBRACP ANCIIOREDTOCONCR€TEWALL. " y� r - ,,.,wF _ SHELF SMOLT NOT BE N THE Lyr1 Cf l NC. �/ t�a J ,` , {.. {M4lCIMUM3O'VERTICALSPACING) BELOW THE SPRING LINE co.,, I ? °1. A / OF THE PIPE. 7 LOCATE ELBOW RESTRICTOR(5)AS NECESSARY 7d PROVIDE MINIMUM CLEARANCE AS SHOWN. 4706 S.E. 181H AVE PORTIAND, OREGON 97202 . s ,R•.; -" a'�,�F PHONE (503) 236--31325 8. LOCATE ADDI TONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS OR VAULTS TO I _ ' PRECAST OR POURED CONCRETE ALLOW ACCESS WHEN CATCH BASIN IS FILLED WRH WATER 24'TSi OR 24'0 I STANDARD CATCH BASIN -n to SECION DRAWN BY: BPT 1/14/97 STANDARD MANHOLE FLOW CONTROL MANHOLE FIIENAME:LYNpit71:DWYG N.T.S. SCALE: rv.r.s PROJECT NO. 98-01 DATE : ' 8/16/99 DRAWN BY : DP / DA CHECKED BY REVISIONS PRCr£s, w oca Rek.c, S f� O OREGON LillCiJLj�\ DETAILS - RENEWAL DATE 12/31/99 eus mg C/C8 Dan Cushing Associates Civil Engineerv, 6750 Franklin Street,Suite B, Tigard,OR 97223 (003)620-78NI•Fax:(ROB)620-2771 calitte=flearn. . 1 Art asthma*le*of the water neon coats mit bin deposi_ t prior Kt e0411010011 . , con *iation Oa unser lima.and to receive a Nerd IN**Moto ovso)allbegted apptiond On coniartietion phins. ii 1_0 5 5 5 \ > 2. The eltalliader MHO maintain one set of TWO atoonped approved plane on the conethation ,,,---- 1 III Si till YOWL 7 ---"N__.__7 r ,\ \\N,ar ., EXI5TING la" ID i i * Mot*V WOW c.) • 0401tiet(MD)41* s prior to eatimiensinn atitifintictien. to Me /oil OW ) EXIST-11.1(a 12"MJ 8FY AND ..----- &&0000Martietion theeting. Telephone 4191554. 0/A.. la"tviJx 12:1MJ I e....E_ 4. Ad loth*MI be lit seeentance with MONA sandows. FIRESTONE a, • yly a S. id wadi yetis,laspecte1 and opprOved by EXIS"riG. F.N k. A55ErvieLY 1--- . 9. 14141110_ dad 1400_ todl be*dile ton,ce .theM4‘000. Apo vat 00 TOON 40It 9 090190 / 8E,,,y..FtstiaT I jEwyz"mtlx/v80"Fe.1f. jrE4L5w./ torts 014 W I IBENr.) 7. 3r of SAW minus wont cover for ad nudes in *tree* and dabboktrott. i , er.--Xal Ki PtoJEy I .4411ft EXI5TIMG 5"01 cLAV5 52. $. Al uahte wen**outs*bog to*OM St*at 14104141 PK*Mtiet1000 VON aosistino 'qEMovE. E.xl5TIN(A 8"IVIJ PLOG AND (1,0t-AKIECr 8"Mi 45° BEND nut otemiene 911 be relpshed. . If To a"0 k PIPE. V <4 9. POIthld cone thohled***of a Mot ft KWe foot of* n*Ow ae fellottee a , to LEASE 1 ea.WO.crow and bind l i ocadert. _J . u f 1 10. A 4.a 4.II feet leng, painedd Om, eitail be Instead to front of every 2'swim Wilda% ' , . 1 old MOM therir undi the water meter*instaded. , I I Ext5Ttiacl. 5AN 5wER SCALE In=401-0" 5 I ______ it Fitettorontasatio*ictadats of a 15 n r liAl it fre Fin tee,r ILI x biholdina*pea , end a Modern *Atelier*wooden ars hydrate, ite442, V OM, 51/4l MVO, Sport , Of . 21/2. NST hose connection, 1 . 4112' NST pumper), tier pentane*operation , , Z." 5C-.1KvtcE. TO WATER MCTe32, I I.- EOGE Or PAvEMEAIT . 00k C000 M.$431011 y$00/1. I NISTA L.L.F.D E3y rievi:2 A lE re.1-#C ro EiE ini5TALLE.0 AF-rEg ryiErE_K 1 I . FEE HAS f3EEts1 PA tC) if. italds'int*Omit tiltralis inotaid Won a Pro"forrned concrete block wit 1112 cubic ..... • , V; yet&tif atillthed llir• 314**sin fgek. Tagteper will be laid en 1429 04 thea t$$$$ rOCk ...- fNISTALL F.4 AS5f-fs4OLY IN PLANTEk AREA to Wet*Ole reeltArOM 411$101 CONIC /0" 0 t F--.,A'E L_NE - i _____— IN5rALL 3‘mu ,Z"!PT TEE, er 1*et velthiellY Of*vrellif Seth°IMO 7,-- - - - , o it Mb. '1 '' Insanwers="ficatageW —t= 411411*thk*tor a de;ot*.t4at on 441,1*kW$1 is mainthin, Wham amino on neetstealy.they arausa be made at ilieronialludy 90° . v' . , • via at loot tir ot 44044044 Wow do wstatlins. , a INSTALL KivIJx(0"FLG. TE_E , . pal l a 1 6 14 i AS m S 5 ,,,,ii 4,".F LA x MJ GATE VALVE . ains ittost So 11$620$ 1110 for*WI)hour with a raddinunt eas Of II . oft 1 1 - pliethate*11 psi. S • ' 1 kif)TA L.L SI'1A) epv lt* All Min 001*ItO dewed and dashed with potable**AK Ow te disinfection. OLD COUNTRY 1 --) e iloot 040. 41411000 S2 **•***•*,***,** 4*:1400004 ** 14/44 OP*1104 4410610 SO **%**'•.v 1*;******,.**4-;:lOte-41104 , tOCIOOOSOgiCii twits will be taken by rovo. BUFFET ___ N orEs or sr bottartit *awe .....-..7.....,,*.....,s, $* $11 at 0* IA timik ....„,....,„A..,...*4,.,...**• Sr : , - ,, 1-411. TWO 10,011,~a**Wow tervices ptior to blacideppIna of greets. Water meters valli . . '4) , V'Ik'POE.VICE TO f3E INSTALLED A-C- ,..F.,A,-17Z., 61, g 1--)F,420%7E,O. 1 V X 2 tope ***".**-4,0** *, . ik.,A, ' * • * 4itt4*It* - - - * MO 45 *Oa - • **,4‘4,...*•*,*** be trieralOttritANS upon individual request and payment by other*. (Ouwer). 4NO 4,V5T41.—00 i3Y, kt/A/16<' -ta-'il * 6* Pt tatilhsc**-................;....;-..' I eadl -- • Al OP:C.-c23N .5TATE APP;NVE-4-", DOVeLE 6* HZ gilt* *Ms ..........*.•..**,*••*****•*** I 11. Ibit°Mr Man MOM Wit an Oregon state Popeyed Rsduced Possum Pdnciple Norte 0674.7-7-0K C.I4E.Ck VALVE ASSEA;t3LY(rVi 3/411 6* In, at OS OM Tittilis ... ............... , 9 ' ' ... . 0410.11010 find MOW*ewer. , 61 KT WA*. itipool, • .*4*•41,•Op 41(4,*.40 qt•**** 1 3W-74.51,5 ketEr6K' keRoiivc, IA) cuesic,cCET F4Crek'Y ' 7 iTALLE.0) ti\P: 74L,.L., c.:,) oN 71-46. Fi<e.1 UNE 6* to male *Vert* tiesieihe a000'-4 -, _ - **4 4 Nodiera alsolloit Osottattoli fix. 1,-,04.- , 'IL Ultion COMOIRSOn a WNW=a.0 waif 1111004,the COP11140,of ow*IN*Me Z . teatitet A442 01010X4 YOLIOXii .**0.1,...,4 TWO 01111.KW 04100MOCOOft ONO U)IOW*Va te OW 1014 tot MD IntOs. .0 5 , vsaftr took 40044441.adrolotortoSort.oontoØioso.ea, and it%tot ongenootioa. The IP* ,„---7- 40 toot of 6* DI pip. 1 Mien ..—.•1**** - - -:, diedolbed 000 ASSAM Wade feefor bee. tl ,,,-). , 77' 4" I." of eu St so* • swet ........... sum , - -ExiST/NCI 57-49,01 IN5TALL S"MJ 45° t5E-ND CKAIN 4) 1 tire hydrant easesAly • $2002/4* ...... 141„os.....;: misc. ( 2 tie-Uwe asphalt cot* otos) •*". /P* 4WW, • ,,,,V , )• . , , ) TWA/0 'Oa•00 „ V ) ), \ rirtirtwritm7ra,mr. ............ a mg 414y0. 10 monftivir IIIVI,sm Cootraketor** e20 tOoOloottot ..**..**i....,,14,At ,, › ,- Iwo overheadmt oielseerine* 1114-..1.0.*.....***),- 114.'7., -,<) SHOPS I(.777 , .. I ,......... • k., , , ,' ;-, ' 'cm' . , ,,, , 3.40.440, r 741 4110*** 41 1141.aut". 10-.,'444* -..„ , • OINK-WI *4, ro,y,opolor0000by ouoi4 • ooltisvotor : -0„ This Record Drawing is made available by the City of Tigard as a public service. The material contained within this Record Drawing is for reference purposes o 71y, 4110 %WM OW Record Drawing --- V4) ,,11 ' g --- 9‘ t= . , „ and the City makes no representations,warranties, or guarantees BI-MART , 1 wtTALL 5,1443 x(au pE. ksouceR. kW u,"tv1,3 , , ' Mr°., .. i: ,. of the accuracy of the material. / * CW Arsio Remove. Ext5TIA.K.i. Co"M.J r-tuC3 . at 00100tt Okinitt k : Approved By: ., . ito. ti. Fe)M F.,i-t TE,E.. AKIO COIsit-.1E.C.I to10 401'01 E.1.-DCaE OF i=?4vEMENir , ...,,, footioUI ov a • -1 Title: ,E,,-rillailfial,0 I ale*(67 , ., , END pRoJgc.T . .4.. - . -__A.- , . .. , ,.. .. , . . -6. WOO MOM SPOOL MIMI 000 JOON SOO -.5 414~amen wax ------, la'Z'wassi mot STANDARD FIRE HYDRANT DETAIL TIGARD WATER DISTRICT A SAM -- L.Fp 8841 S.W. COMMERCIAL STREET •TIGARD, OREGON 97223 k ..),,,,--0 Is1.6•4.,. 4, • • . 4 , ,. 4„, 7149 S 17 TELEPHONE: (503) 839-1554 .0\ '. V 6..../^ ..i‘sk....... .._- ..,..„„...,:-.... r•-• EX/ST I kici IF.FA. Aw.....met4 , _ WATER PROJECT ",..\4°' 1,41/ ‘3"IKI PLIJG NOCZTH t,+` ABP:R...0:31Er:.:JOatRe r:DO:tirSicTtR ti Ca 1 0 N & WATER MET ,c, AN ki 46 4` OLD COUNTRY BUFFET AT • ExtsT r NG. eK5 Date: TIGARD MARKET PLACE , 77 , Robert E. Santee, P.E. Allimmiello Scale: 1":401"1014 15 Age 90 DRAWN'SY AWE SOUTHWEST OFFtCE SUPPLY . „ . , . . iZiteMUMAISZOIS 1. PA iteimatilti I*ot the water*tem cootemust be On Op* on water tines, me to receive: a Ti2ard$*sr Obbiot 017)Wititud , appMve on consbuction plasm si Ls 7 ,,,N,... __ EXI5TING I a" Dt - -- ------- - ---- -' ! :it. Th.441000,.... doe ionaintein one set at TWO*tamped A ,ppreatuiphite eilhotoobbootion _,,..---- alie$1.100101, . , , ar , Do , 4 , ii-. 4---9 , it sow Iwo,...,:oistdo(.0 45 hOure Odor to oarioi:*ono folimulatwk to se up . a linteittro Mieting. TekiptiOne $15-1554. , ...---Ex i 5Ti Kica 12"MJ 13Pv AND c.) la"Kix 12"mj TEE I1 o.: -/eiwridt ohoti be ina-otameince es AWVibk atandiret.All A FIRESTONE 4-1 4 4 4 • ty 5 , ,o , 0 . , * 1 $.' iwai i ,loid soprOved ivilw0. . . ..--- Ext5TINica. RR. A55Eryt8LY , ( *kw i cl ExiSTIK4 tz"tyQx 8"FLG. TEE, WI #10,4 1W I , . 40.11 Woe tholle IMO*006#001-111,01. ,PIO WS 001 risen"Ist.. Osasths , 8"RSA x Mu /3 -‘,/ AND eP MJ 45' , I SENO . • • mire*gravel wive for all mese in sweets and 001145—_ ':WoYe , 1 „ . C '''M.atoll Olit sots'shell be.***11 3r*miiii*iliii" att•ndit'-' . -ViMiTOPOrair, --- : ' /2 EivIOVE_ E`k t5T INCA. /3"tvi,„) PLUG :41 : - - Exi5TikiCa 0" red00100014.*else be required. --A NO CON Kt ef,:.1- 8"Ivis) 45° !SENO g _ . , TO 6"Oi PiPe: 94 ''Pow*coot*tansomist a at wait a square hma of bearing-Outface are niquired a , mitth' ..1f4 ow,.MO bond kX;Siont ...4: i 10. A#1!it 4,11-100“000i painted bit" SW tie Menge in hoe of every r eamiCe Wee% LEASE 0: , , 1 _4, } end Ma*bee until the water mese to metaled. EX 1571 i.K.1, SAN!, SEWEJZ 7 i.,,, , SCALE, 1/1- 401-•11 . ,-- i.i sok post*400smoty Bonosts at sin r 1414 x r Fi9 tic r tAt 44 faU holding epee. ::; 5‘ , 405 gr,bettera-Muefier Centurion NM . .hydrant Atillit V sm. $114!MVC i. &Vert (2 . 21/2.sot ham 000061100, 1 t 4112" NST pump** riff poategOn OP metion Z." 5.E.-.KVicE:TO INATEW Aid.001* :1011.odor rim i NSTALLED eY -rw 0. MEre..----JC EOGE OF PAN/ MEA/T :, ! ' TO EiE 1 N5TAL_I-E-0 A TEA' ME re..K ;, ,i,,1 : I • -,,,, ,____ _ , FEE HAS 1'3E:U.1 PA 0 1 11LAtiltit:OM ha* shall be installed upon a am4ointed commie blot with 1112 cubic _ . rieblOaeetiod: 11111°:. 3/4°drain rook. Tarpaper valkbe IMO On top of the drert roch . 0 -- lel 0 f N3T4 LL F. As..)eme..ly IN PLANTEk. AIZE.A „,. iq:;f i , $001100.011'63cit from Moe eke. i 40" r)t F i1)E i_k NE_ --- e 01:04 134 M411000II,OONA41/4110 1! 1014400410Y, Or 3 1001****1 *Wit$1, Pak! Shall bol;*117,ii_ *a feentOmod ftrimmol Oa OP-ilacit kw a -tfisheis: of*Seen both side*et / _ - 5-TALL 8," 4jx2,"iPT TEE. the creasing ,Whore gout,*ote nettiostoi.they met be made st ownatineitoty 10° i i. :Fl 2 I.:;,: ..' ;#]7, 10,0 at tele ir***ONO bo beet the Watertimt. , , - IVACO 0 , i NTAL L. &NIL))t.42'‘F LG. TEE_ ,, _ • ",:‘:::'!'101.•:: 4t- " '- - ''''''—11111111111111 '1,4/ V . ,,:.,„ ,., _ 14. 'Al Oak*shall be SOW* 180 pal for Arne(t)how With*madmen loos of 5 psi. St 1 q A MJ GATE ALvE atic preeetwe* 7$pit -.4r.-. • ,'„).', ,-,, . , _,_ _., , ,_ .„ . ,,,, „_ „ 1 N.15TALL 8"NV) ESF V * :At:: fa MO*00 laii eeenett and 11,00000 with potable w0W OW 10 ditoilltec#00. OL D COUNTRY ,..:::„, !: ..2:_q01 pip.. ct...,o2_.,.....,., „ lri:ltg . s o• Ai, _boy-sow vaibrot I.,•'',;', .*-i:'. ',,,'..'',,..'...',i '..„::1,':''''''410L'a';" BUFFET ,,,,,,,,,,v -,07,:--„, N OrE5 tz,1,,,, a 6 A,Illt!! : ;O! . " V14' yo e., tiv5,7741. __ _ _ __ _,_ ___,„, ig ::IW AlLr., „,...,S1,1!- ,, , . ::.. ,:7,,, ' 14/; ::rMr:.,:'''*-10 **I'' 00 ilo re,war to DiticittopOntouatt:ofitt: -Watecmiters we- , n:-$2. .,$,..."..__ :_taiad..... ... .,,,,_''.. ..,;,..),'".:''-',.,=';,o'''-'4',-:;'. .,-,%,-,,',„4 :.„ , ,....,:', -;Iiiiiiilliiiiki by TWO upon WWI*request and by others Plow). ,-,:_,,y, , i , ANO ils/57-41-4,6:0 ey 4:41/4,60C . wm . w- .0 WWWWW: *.#4,40,#.A,..4:".44***** '11"01.191W,:i \ 11! -Aielleitef MOW*.Owe an Oregon State Approved fleeced Pelleure,Prinpte Device ,. ,,,.,1 111 AN GP,E.00 A1 3TATE Ac.71:',:,74:VE0 rXtit:51-6 11" 141 Otto VOLt1441- ••*•******.****,:s s's•a *,4,S!,...44.' t''' ''' , •stolid WA 1.10iby lmonst4 ' , oeTE-(70C CI-IECk vALvE ASSEMELY 6v/ 3/4" 6-: it4, * IV Om* i444to .. .t*1,4'414.444 v7 Z'„:'N r3vp,455' fyiErFic Re.4Nci iiv ct,:lecf---ecT /---.4cro.drcy 4* NO 01310104 *gotta r ikitTALLw) I Nf.)7.4:_i_ED ON Ti.46: C-'1<e., Lit„,i E. 6* so 001.64 $3.410,0 ilonit to600040,,_ _H:#,4*F,i, :t".' ;4f#1*,:ii$04600010 Of ito, .#101iNion Oita with**Yee%011e o$1011010r-Or . * Modern Plloollor Cootoolmt fit, 41741IIPOot I*2-4,222110000 :MiDAdeDD ass to whieft vill be adeni OS lot.TWO inspections. 7 . itedos. D-442 (colon s yellow) ** *..* : 7** -w**Iiiiiii Ossittimid,isOminisblioni ***linos. etc..*id$16 kit 40.100dne. The IS% ,- ',V :6100660#1401ththitAmaJtit weds mew Ws, i 7. .„-- _.7ExisT/A/C1 5T0i'M ' „41V:',; ,:!' ''''' '':' 670 foot of fa fa Sp* 1 $2,4/Stx '1'.****,..*** 144-**10± i N5TA L L Oft MJ 450 6E--_,\ID 44 feet of 6* DI APO 4 414/ft ',, ,..4***,4. 'HArmv,--,:- 1 fie. W40414 www6bly I Oaepol** ...... :,;,4444A01.! (,7, • ,..,„, ,,,,,,x, ve i Misc. ( 2 tio•lilmi. asphalt ,Ma-t. sic.);, .., , 1PA: 41111,:,"" 14"014 Olankrit. cts4=1' ; VP"; 'I-'''\c) ' . NO -,.„ ,' ills, i,NUT,001111 1.1)11110144414141a10.41- , BeskINNiCitOr s bid (wirtia0t0), tv-4 a##4,*./,'t*4014,,..„ ..: TWO 04.00a4 and .09146“06000.:Pm:t• tt,:t=4:, '114 , SHOPS , . , _,,,,:::,„,:g:,:, \\,..... e' maw Ilikekar as • 1111ESESSESEE. , , ,, ' e'''''Lle"ariktor"441' i "th$ 1110.4.,':: : 1,:tori,,,..-troator:tr:64,orriro I. 044404 *C.•'1!"1 ,(.,:.*::: 4!:, I. - 3* iitiowie swtear • $4,000/00 ****** :: 4,444:: , ,:::' ....• . 1.............• , - , TOWIN WWI SOX Record Drawing Twi> 410 -4 - 11 i ; .f,''''':,,':,;,,' ,,-7 , r ot u:or i' j - . . ' '- ; <.:, --,:;"',,,-_,.„— -- E3-1—MAR T Iht .TALL epm.i x 40,.PE. ;ZeDuCER kNI ID"mo ,,„,,:!':':.„:7::-" WOW — r ---- .. _ I : ThisThe material Record Drawingcontained i s i l able Recordby DthraewCinityg is for rfTogi rgu raaerrfdaenar teseneacse publicpurposes y, — A , .. service.on Gv AND REMOVe E.-Kit-V. 4,* - - -0'„,, ,- '4 ,.. -. . NJ~Mr OUTUT , t ' and the City makes no representations,warranties,oi, __, . . .7._. .,... , ***.kft.41 eAtptph:vaecdcuBrya:cy of the mwmatiatehdriinealat.hvias 14107 k 4410 44'"Alki -'.f.'a ', ve (LP.) ,„ , '1:,:i•::f','' y . , , . t Title: EN• 47,RE4s ECT ,,,.;.!.,, 3405,,,, \ i . ..I!, : '. ' ammaimpterol :-.;: ,-,,„,,„,,, , „....s., ...ma_ *jou mums .0.04,, , tionNausTV IltersiviNfl TEssat , i i ' ' ) ‘ 1 I • ' STANDARDlor t.w, sFtRE HYDRANTTA1L TIGARD WATER DISTRICT , ti, 0 i V,2,,,,, 8841 S.W. COMMERCIAL STREET •TIGARD, OREGON 97223 . ... tti rii.oltLL, rui‘ titiok)11ALIWRill ,:`,C)\,'11.$1.14,8. „4", 's• f i -''.4:-)j Rv 7/49 11 Cs7 d Water Distric TELEPHONE: (503) 639-1554 Tigart WATER PROJECT ORE ,0 ,-, 16. \ OLD COUNTRY BUF:FET AT . Exx3-riNG WATER METEK5 6k.---- N.N."' E. St'1/4 TIGARD MARKET. PLACE , . 7 Robert E. Santee, P.E. iliiimmionmp Scale: 1"=401-0" 15 AUG 90 DRAWN BY 401/KE SOUTHWEST OFFICE SUPPLY , ., „ , F i ' \M1 � R K 3\ f. E-r ,E `��� , *ram ra 4 x'�; , i r ,1" 'ES T , , .. i ' • _ . , '• . ^ ._. " y'L 7r'v ._•x"v > i , x F ,. 4 xrt . .y 4K ,_.a.. X ?ter ' ! t, r I 3 I " `0 t , f C n 1 hi „„. , �xr_y i a ,� alfY -Ten , , ,,„,. -�- M,... x_ , i (p L'>t iv.) $ /,2 v f t .,;„ .+�. .r 3 I. S 5 , .t -� ,? ' ' 1,>« ^..^"'e5.v.� i -t , , , u v , > .pT'��'�'-z�.`-�e r a , « rs^ , a+,.�•- , ' +�"tl s! I.'=>r'" ,� ,,, {' .. 1 to , ' ''' j. Gi.' .1`�' .. ,. «,,,w< ,a, -ri% :u:,*¢ a .->,.-.•�.,�.".�....,-... ..,_,,.,�."., 3 ,} �+- a - { € f ' L`t ' • � W � y l `" -. j1 r Y „"-,'"`. ' . ,,- „ , s d « YI Fw f re (-10 �$ Sod # " " x� yry .,y F �,�w 'wyF� w , # J"f.4, At M J 0 F i!' s, yi y�+} ) i 3 ; I. ' /'-'4,•S''TA i,4- IP" 77E, - - ,, -.4/1,3/ w _._,.._ „„ , _ Ku. �.., ,".„ .«,,v- .z >. ,��.<.,>*,a-., :.., . . ., ` `tf"�""l' �' "Sr., � i''�., .,.+ .£` ^'4 fitct •.�'"". ,. T ', 1114 `.ita' `, y`' / fw • . r� , _ _ - O " i�� "g , \ . . , . . . A. . . , „ , \ ; ,, , .-- . , , . ` # ntR i� , , " . ' tit' ''' , ', PORT', 1/f- 1 . t E E 'S ' I/4 MVO,= t. ''k1. < ' " r ,. , ' LEFT, Lo : YELLOW" ; . _ ' -T ;A,,Sc-1-',:, :'V 1 4,I t*.leif.'",r,,,-:,NIA„,p- :„, p PROF ` �� � • oREcon ` , = « , 404 v,‘‘`\ , , ;; 1..--$41, ,'', ,- :- . . _ * � a• t n. 4,- :,uri",Y _.„-,r`4:i_.i,.a7,�k S?.5 - .x,;i 4= r?„_., ," , ,. !', Ai le' .'.;,,,, ..4 \ -:!-,-; ..',- - , , - ' . - , --, 4 -.!.4-1 i g:\. r Y t �, try .f�. • t `>-�' = �,.�`� ifii w.�7 , v 0V, � "� O 1;' . - i I .", „. ;° ' •,., ��Ogg» t , , ,YAI,14-R PAPER.-"*„. , -'',--, ,,,7„,;10. ;„ ' ., ,''. -: - ,,,,, 0,,,$.4,,N, 'i.,---'r„,2.„.'- ,,,, - :', „'.---t,1-,, - 7,. : ,s;„ -_ - . 10471114"1"; 1'7 ,:,,, ;,.c,,,,,,,,'";;;""i'-- -- , -:' . ,,,0,01, : 1-,.$141:?:,,,11,::::::::: : ', , -, ., --,---,-_,,_-' , - - . THRUST*LOOK . -..!,:-.T',' - _ _ ----__ , , _ _ . ___ _ _ _ _ „. ,_ _. ,,, , , -- __ _ _ , CONCRET PIER , r „. .- 4 . . _ a' ,±i�YiyYilrrrl! :' STANDARD FIRE- li"e00,ANT , _,. „ • . , • te ! ‘ "'} ,t a ,-','. t-.,,'Ji P ` e <1Ui , WaterDtrit prior crciz " oonst rt' N ;� 1 { r � J 3kM ��k Y - s " « 9 O of, 6 D.I. $I8 ft., 'k._i , ,. _ . *-4O - f . Fire- . nsso . > " fi _ e �,�. a. - , =^ .••": " ,x ice 1V`Id ng spool, nA, ' „- _e �, ran, f` -6 it � r t ee es4-11,,5� . ,' i \ 10t " " 2-, -,6"„M, ,$ " MVO, 3-Iport - -- ^ F hose c on► l, , 3 f a , ; # ' , 7 crushed drain . � - . . • 4 Yle @. i�1. Ypcm, , for / �' tFCk, - „draih . a , t �`' ` CONTRACTOR'S , : . �a �, �a a , � # oe < . 1 , , * bid, � . � '" 5,«-QO . < „, 4$, ;4::3 Ii$1 , ''' ''•la/0' -' t i `. -.- S a < '✓. -.,yam „..1-TA44 A , .. - s ^ - ate, a `f H „f , M Eq ,. i ,/�`. r. ,i, ":ww'-: .id, 'GF• , #r:t k� ,?5 �,rk� ► : > C2 '.i 'a a• 4: e -�' , n k.... .. , e;,. 3 6 " 2 4,,.1 s� ,"`` W4', cove` r a_,-,� k;s - "- , q _,.n-. • , ' .1 a t sew es.,1 "W Iater,41 y 'off 3»''. ' ' ` . ,,= o «`'s « ,in*' a .. • $ 1 ✓' j= 8ha 1.-be zs' ' - ' e thick t , fr' ;' t ing�' Where° ro s- , x , ..+ ,,,.e' , 31.:. ,„,,,,;':i- . -`s , > < _ -` `�.'?w:�iY.a4`' >6Ldea„' s" ! a, �. ,:' .�, °' , '"`'fin ' �'.'' * t>'"; < be ': .,,wz '" ` v , „�*.',. • _ ,, r � � ; , C } y F w x. �} y,�' ) 5555 ' �- S S . ky 'r" '':x' « #+#� w w .iw i� aF+F ' ]I!,, r y +�'y�y « T • �' +' $ 3�C -.x r . , t u , '.„oaf , a „ , a»tR fk s r s#.w:!,.Mt`., .40 , , , ^ .�",:..{. y, :ate a-wz"'» , F ti'.1;:::,iip:r.41‘7.4 ,41:,,r i,_ Y q� # -:.:' ' 42 t 9 off` " : 4t� K,. '5 „ ^ r. r., , v» aW }1y� Nxd 21, eachF'4n „x:3> lv e +Y +lr +� i1 z eper ^� `s b�rrraa _.. - e kfa�.it "i # i Yk'# ` "�}� ` -i'`r ., a', ,vYsy ,��' icosta i 'k t ,.;�n ..,r._,.«u., _, w e �c �' >'��` > "fit. , � �^ " sprinkler'_ : .� r » r t M ,{.n =. ' a public service. ` t - Cityof „r - a i ma a ,� ,.* .. .. � �� s #! Tigard as � �� �',.�e'� � a�'� de available b� �' '«``, This Record Drawing ,_.' rX reference purposes only, ' t within this Record krin9 is for re , •w t, ial contained w , T he matey y es ,�,t »� gran to Jr- k O r v S t d=' Le �� representations, war ranties, nt 9 t io to �` re s n ,e o r:;5 i" e -. � n es k w -' < � th 't P a. _ mat erial. • N" < t h f_ o e h ra f t he a u Y �" � yam a �% s f ft- 31 3 1`�' yt�' v ,jj}} i s , 'Y #3F•fF i t` 7 "iF. �91 , , 5„ eatth A roved By: rZ.• y;' PP l� , .� • Title: t. ' L a � +z � , '- ! > ., '',,,`'' :: ' ; ' . "each �! � # '�+„A FT »rM�` ' C a. ^ •" "3' ° :::::: "each '� ``^n .+3,�`... �� APPROVE, R CONSTR TI01 �,"wii''AY>X•t* • 4t "fit.,#j#' i each •■ V C C `n' a d"J 1 *, S 4:63 .• �,,r.,' V a,.�.w • - . ., t.r;,` •'4.!«; c each /..-, P ��{ ie ..., .' 1� b .<. �,l 1 r: APPROVED BY. DRAWN AtJ�l1�+1 B�' .E: '. '- '- _ I ach B / .d1®•- .t`,-- /°1/".,._..._�- a ` aid Water lei t tt44,0-- -174,7*.,; ow 41,981 �' . , ,sk,. _,,. ,, , - , , , , ^ . ,. _ , h (AraJ. _. _ , s yy4 >>W. y y ' „ �,y Date: '� �{/7 w < rL.? #, „ ,1 >� RD A •!- t - - � `4/ i1``Q �i`1'i� "y.4%,! it`ilk'4'-k.!.,dF• 6 ^ ^ '+�'kF / ,r,+'; ..»...-..>- "Y * M _ + ten' •• • c "" �� Pt�` "� � DRAWING NUMBER +"' _ 1, n 1 T �..l i„A lb,./ _ P _ _ _ - 1 M n, _ _ , — _ 24 X 38 PRINTED ON NO.100014 CLEARPRINT a _ x ,