Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
12855 SW GRANT AVENUE-3
OFFICE CO 90 80 70 60 50 40 30 2l, 10 Q 1 j UD { S z v W N y. N _ J f; nQ z In = MEN AVv Y 8 0 W O OW CD 0 = N l.i N (\ Fn 7r— U A I U (t!:� / _ RU � ✓ d N H EDDcc�; ° °` 0 FRA ARCWTECT INDEX OF DRAWNGS SELIG / LEE / RUEDA ARCHITECTS and PLANNERS � ARCHITECTURAL 21k. SW ASH ST. 503-224-0173 PORTLAND, OREGON 97204 0.0 COVER SHEET 0.2 SITE SURVEY D1.1 DEMOLITION - SITE-- PHASE I 1. I LOGISTICS f SL 0 S TE L GISCML C.1 CIVIL GRADING PLAN - BLDG AREA 2 XAA R n HBH ENGINEERING, INC. C.2 CIVIL STORM DRAINAGE PLAN 1,p r I 11535 SW DURHAM ROAD STE E9 503-670-0499 C.3 CIVIL UTILITY PLAN r� PORTLAND, EGON,� C.4 CIVIL EROSION CONTROL PLAN ,'A ��'� TIGARD, OREGON 97224 C.5 CIVIL DETAILS O C.6 CIVIL GRADING PLAN - PLAY FIELDS r v 1.1 OVERA;L SITE PLAN - PHASE I 49 STRUCTURAL 1.1A SITE PAVING BASE PLAN - PHASE 1 2.0 i OVERALL FLOOR PLAN - PHASE 1 NISHKIAN DEAN 2.02 OVERALL SECOND FLOOR PLAN -• PHASE 1 319 SW WASHINGTON ST. #720 503-274-1843 PORTLAND, OREGON 97204 3 3 MECHAMCAL PAE CONSULTING ENGINEERS, INC 808 SW 3RD AVENUE 503-226-2921 PORTLAND, OREGON 97204 ELECTMICAL z CUNDIFF ENGINEERING, INC. w 4 8885 SW CANYON ROAD, #205 503-297-7738 4 w PORTLAND, OREGON 97225 v M "7 N N ACOUSTMAL CONSULTANT w z o ALTERMATT ASSOCIATES INC. � CD 522 SW FIFTH AVE, SUITE 1200 503-221-1044 CD PORTLAND, OREGON 9?204 C) LU o d 1 QCD MTCHEN Q z oc g z5RAY SOUCIE 5 2305 SE 50th AVE 503-236-8566 � CD PORTLAND OREGON ►�� 97215 -3) LANDSCAPE Re ANDERSON ASSOCIATES 22181 NW PHILLIPS ROAD 503-647-7400 HILLSBORO, OREGON 97214 6 G E \0 U E C!1 ll M C A L ENGWEER SW Tigard St �r °bar�Q 6 issue date: 07 apnl 2003 } oa a job number: 0311 GEOCON NW �' r revisions: 8380 SW NIMBUS AVE. 503-626-9889 SW In t St z 06 MAY 03 BEAVERTON, OREGON 97008 _ \ ITY QF TIGARD .......... gpproved... �. •L l Condi�ronally Approved.... only thew asQrib d In' PERM" .... ..........� �' ti EgMI' NO• Follow,..... ................. .. y� gye Latter 10: '. SW Gaarde St SW McDonal Hv 12855 S%% (AIANT AVE 7 SIT200.4-110014 1 of 7 _ _ r SW Bull Mountain Rd V MAY 15 1003 —C.F. 'HARD ELEMENTARN SCHOOL LIT Y OF TIGARD 12850 SW GRANT AVE. WILDING DIVIslOr1 TIGARD. OREGON 97223 / file name: 0311-0000-P1 .f -- LODE Uh-ATfAMTh PE CIFICAnON H(X)K —STRUCTURAL CAU-9 N (OTFCH REPORT 27 —M1S( L)OCUMENI'SVICINITY MAP 1285 SW GRANTAN E 1-7NOT TO SCALE SIT200s-00014 - 000 70 80 50 40 30 20 10 8 OFFICE COf NOTICE: IF THE PRINT OR TYPE ON ANY IlI1III l I r_I_"�1li!� �I _I _I lIIIIII�III IIlIIIIIIII IIIIIIUI'I�IIIII I�III 1111IIllljlIllll IIIII I11111111 T1I II-IIIIIIII IlI �I-IIIIII lll_llllIllTII�II�1W I �lIlll ll�u�1lll`► ll—ilIlilNIo�e � •�lrxIrll-lilll Jill IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1N�I �I1I "=• c-4L 13 _I_- 11 IT IS DUE TO THE QUALITY OF THE ° � � ll-�� l�ORIGINAL DOCUMENT 11 Iil Il _ llllll11fi111 Illlll ;;Iil IIIIIII ( _ l � LIIlIIII liIIIIIII 1IIIIIIr ll 1 ( i 90 80 70 60 5LI 40 30 20 10 0 r; I at `t v z Q v FOUND 1/2- IRON PIPE 1•+-I FOUND 5/8" IRON ROU DOWN 0 10' Cr c W/RED PLASTIC CAP STAMPED N39'53'00'E - 'W L.McA S.808' --- \ 449.41\ - �- C"- --�- ��- �- _"-197- Z O o'er \\\ \�6' CYCLONE FE E \ �� \ ?� '� �1�99.. _,. ` \ �NORTHi -204--` 203 l PQ _. NOTE: < o I a � \ BOUNDARY .SHOWN PER WASHINGTON COUNTY RECORD OF SURVEY 028672. m I \. \'Qr CANC SCT 5/8•x30I ROD WITH \ THE BASIS OF ELEVATIONS IS STATE HIGHWAY C/) RED OTAK CONTROL DEPARTMENT BENCH MARK P209, A BRASS 1 nom. 204'14 \ DISK SET IN THE STEPS OF A BUILDING AT ° 1 \ \ ' 11',07� HIGHWAY ABOVE MEAN SEA L LEVELW. . 0' y 210.07 FEET 0' 15' 30' 60' 1 BACKsaP I ANY UNDERGROUND UTILITIES SHOWN ON THIS I SURVEY ARE APPROXIMATE AND SHOULD BE ° ' x FIELD VERIFIED, r r I � ! ll � • °1 1 1 1 \ 11 X N 2 \ � 2 1 11 \ BACKSTOP • 6' CYCLONE FENCE / lou _ • , �_ --- CONC. � 1 AC 1 Il 3 �, / I 17355 SW Boones Ferry Rd. 3 99 I� Lake Oswego, Oregon 97035 ° hone: (503 635-3618 /h' CYCLONE FENCE FAX: (503) o 635-5395 r SET IRO ROD RFD 0 AX CO8X SO' CAP WITH [LEV, 200.35 Q Project No. V111787 r 19fl 0 FOUND 5/8' IRON ROD W/RED PlAS71C CAP STAMPED \ p3 f --- I �t "W.L.MIcA.S.808" File No. SET 5/8'X30' IRON ROD WIIH / 1 PIT) OrAK CONTROt CAP _ / ' FOND 5/8• IRON ROD CO CS S 78 7B 190 E V. 203.61 / CK %� ,-'~AC WALK - - _j/ I W/RED PLASTIC CAP ST.WPED RIM 194.11 SO CB 0413/ 'W.L.Mc.L.S.808" 15•ADS IE OUT(N) 190.1 22 /N / E I / ����0�° '2'ADS IE IN(E) 190..7 1�5'ADS IE H 185.5 s ' - - _ _ 3*' 15•ADS IE IN(S) 190.1 ) 1 FOUND 5/8" IR ROD .( SAN 10 6'y �p?,,�[ __x196-' 15•MS IE IN ADS IF IN (5 1859 / 7L:7 � RIM 198,73 19' I�LDf to �O ° WIRED PLASTIC STAMPED I -15' SANITARY SD CB 8•CONC OUT (N) LE. 188.48 -' -- - -- -• _- 1 V 'W.L.Mc.L.S.808' SEWER EASEMENT RIM 202.31 6'CONC IN(SE))I.E. 188.63 G VEL • -- re4 'Ss BK 436, PC 623 4'PVC OUT(SW)I. 01.06 AC 8•CONIC IN (SW)IF 18863 PP #6723 -- Sp SD- G PCV CULVERT 4.01 IN(NgJ I.E. 01.61 / f -� - SAN / 4'PVC IN(E) I,E. 1.16 -% �� -^�` �, GAS VALVE _.�- iFE PAVEM�'rD - -- -- G G (;�-�-- S. .05 OUT NE LE 198. AC 0� ° (� - `"- - -- - - EDGE Of PAVEMENT 7y 9y V CONIC IN (SW)LE. 196.60 - // e' ` 16 2DO `r --� W ( ) Z r4 oEc aY --.- s .•--s �--ss s _ - s- S 5S '-s S.W. GRANT AVE. SS s ss ss s S -_S_ AC�__- -`w - --- �___.` j WATER VALVES �`+�� 39'53'50'W, 6.56MH ' I - ,-- ,_ -�` _ - - --_,�c �'flS GUTTER i RIM 89.62 4 6'C.I. X GR NT VE. EXTRUDE :�= -• -� MAP)e � - -- 194 GUTTER CONIC. CURB CL IV GATE - - LAWN 16 14•atCK_ ONC ALK 8•CONC OUT (Ern) I.E 178.82 4 W c_ CL 6' WOOD WALL COW IN 17tl 91 I OHL a OW (SW) I E. WA R VAULT -` �.8'CONIC IN ISE) I.E. 178.97 210, C9 N3 ' BUILDING I ^�_H 0 _- ..� _� �_ V 116.66 _---x-^205 -��� F.F. ELEV.-200.54 LAWN �� SD CB �' / I e' e• RIM 193.83 a ,� N LAWN AC <z n a 194 HURDINC / G PP (5654 19`, 12"ADS IE OUT W) 190.68 PP X1781 J CYC N \\` CL 4' GATE F.F. ELEV-201,54 �� SO CB H E 12 PVC It IN E� 190.83 rJ I Q FOUND 5/8 IRON ROD '6' CYCLONE FENCE !M[ / RIM LYNCH97.18 SD CB �_� z R O WIRED PLAST STAMPED Y LAWN AC c0 RIM 195.33 � �? C) PP /6723 = "W.L.Mc.L S.808' / M _ N LT N MON. BOX \ LAWN 0� LD CH \' / I 3' WOOD NCE 1 Li. C� W J \ RIM 208.40 y I J f= p I / 208 4 �� 6' WOOD FE 96 1 O I- O TER B ' i7 O W Q �C o ° \ \ I CANOPY - 5D CB c9 \ HEDGE' f;/o 0 �' V 2 LYNCH -� 1 F- fO AC Yn LAWN RIM 197,26 �� 1 AREA DRAIN ; ° PLAYGROUND 05' DLI W F- RTM 206.42 AC LO 7_ I AC RIM 198.31 197 �' Y F-' z ?7 3•PVC IE INW) 205.71 SAN MH / 5'CYCLONE FENCE I Z U% 3'PVC IE I SL) 205.7 5 6•CONC OUT, N}I.E. 189.71 -I ^t �`. 6•CONC IN IS} r. 189.81 AC RAMP g Q Q CANUp� _-----� �--_ C� I � 0 � � � CJ D; - ` ----- CONC. WALK PLAYGROUND z Q I W DIRT P LYNCH 200 L 200 I Q O DRIVEWAY 271 f- -- �PoM 206.6 .� �C � 2.6 it• Ln 00 076'x0.R75, / 07 BUILDING BUILDING DOUBLE BUILDING 1 5 LYNOA W F- N ( RIM 206.83 ri IIIV-207.513 F.F. ELEV.=200.79- GLASS DOORS F.F. ELEV.-198.49 I RIM 197.32 r- PLAYGROUND -3•PVC IE ISE) 106.3 3 "�� 20 BUILDING II W ---�� d F.F. ELEV.-200.93,- ,J IFW ROOF GRAINT I 4, DOWN SPOUT � I ■ RI CO SO CO -- -- I U iz�(� RIM 200,75 RIM - 198.54 I I ,jl I ROOF DRAIN/-- I I LL- DIRT FIR g DOWN SPOUT � ■ UP..-WAY ° f AC J � R00F DfJJNj EU SO C DOWN SPOUT 0 ` AC28• GRATE SD CO ��� HUII.DIN(; RIM .22,E RIM 20050 I 1 flty � I `I '' ti " RIM 199 43 'GD I 6 issue date: 07,3pril 2003 6 1 l r /SLTNRS- ®IAftEAXnv WOOD_ C NC. FU 207,71 RIM 198.46- BUILDING _ FULL OF DEBRIS 8' CYCLONE FENCE - - -___ ROOF DRAIN/ ROOF DRAIN/ F.F. ELEV.-19 BUILDING 108 1 job number: 0311 CONIC. ry I DOWN SPOUT DOWN Spo F. ELEV.-198.33 I RAMP.^T` � -- I --PLANTER SD CO 208 LAN RIM 198,99 / I _ OVERHANG revisions: DUILUINC �E HEDGE �F1 Ph raAil ` F.F, ELEV.-211.41 AC SET BRASS SCREWS - k WAS,0?SO CO CA' 198 50 cD L' I FLI V 191.27 Q 06 MAY 03 DIRT L AC RI 7J W/WASHER / m B NCH METEI RIM 198,82 Y DRNEWAY SO co BUILDING BUILDING N I DRAIN e e -ROOF DRAIN/ I EI.FV. 200.87 AREA 0 LYNCH F F ELEV.-208,83 F, ELEV.=208.65 CANOPY T RIM 20%_)9 BUILDING o ,�AREA DOWN SPOUT 12' GATE BUILDING F.F. ELEV.-208.64 BUILDING DRAIN ;n UTILITY 'E #2011 1116 F.F. ELEV.=208.71 F.F. ELEV.-208.73 N LYNCH o c, CONIC. D00 -1QARIM 197.71 0 6' CYCLONE �7` o-- BUILDING PLANTER BON iY 11 i AC fENCI 6' CYCLONE 11 195�/SD CB :CANOPY LYNCH k DIRT RIM III,, F.F. ELEV.-201.92 SET BRASS SCREW FENCE W/ WASHER = ----__ -� DRIVEWAY \ ----__- ELEV. 199.06 - CONC. HIM DING I 12855 S« CRAN'F -1�'E ORS_, BUILDING BUILDING f.L ELEV.=199.19 i \ I 51'r21)(I;-0001 j F.F. ELEV.-208.70 LLLV.-G' AC F.F. ELEV,=208.70 BUILDING C F. ELCV.-199.21 \\ ° 7 201' , (TVERHANG F.F. ELEV.-208.81 6' CYCLONE 7' CYCLONE FENCE FENCE W/ GAS METERS BUILDING I h - F.F. ELEV.-201.83 r AC / ry BUILDING ° S U R�� FOUND 5/8" IRON ROU FR F,F. ELFV.=198..79 7 �. WIFE[, PUSTI( i`.AP `TAMPED' `D CR e' Y AC RIM C I a 12855 Sw'CRAM'A�'E ? 7 4•I'Vc 1 aR s) 205 GGASVALVE 3'PVC I IN (NS 2057 _ CONIC PAD SIT2003-00014 �- W/ SAWDUST S45''301M G��G`` CANOPY-- Y ryp� O /"°j� \ 2 CALIECTOR 19 04 1 G SED ---�-__ 0 __ T - DVFRHnr1r WOOD FRAME t 8-'` -` ---198 G---_, G SET A ER ADD-ON 6 file name: 0311-0002 -- -..----10' EASEMENT FOR ° � T EL WASHER F ROAD, STREET AND LITIIITY ELEV. 206.89 °- °- X197` �FT PK NAIL Bk 855 PG 951 W/f Lf 19761 6' CYCLONE FENCE--� 333.92 0 ^-°` - AL� `_ � W/ WASHER ur 1197 y I WOOD UTILITY POLE' \� BUILDING--I l _--- _ ---10' WATER W/ DROP H' 0.8'-- ENCROACHMENT ly � �_ FOUND 5/8' IRON ROD I.INF FA"EMENI rn 8k 126, PG 651 In SET 5/8'X30" IRON ROD WITH 2.4' '4 W/RED PLASTIC CAP ST<MPED 4 ' RED OTAK CONTROL CAP 'W.L.MC.L.S.808• ELEV. 198.83 ■ 2 ; 90 80 70 60 50 40 30 70 10 8 'j' NOTICE. IF THE PRINT OR TYPE ON ANY r l l l III III I I III III I I 1 l I I III I I I : I I I I I I' TF1 IILITIV_II III III III III I I III I III 11 l I I I I III III III III I I III III III III 111111111111 I I I 11111114 IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I 11 I I I I I I l 1 4 I I I G I I I I f I I ( I I f �U I IT IS DUE TO THE QUALITY OF THE No.34 JJ• - . ORIGINAL DOCUMENT 8 L 9G LG L t 8 L It E 8T 9I LT 9T 9�T I tt ST S[ TT 1 e L 9 9 i► 8 L Tmue lo �1 1III,IIII�I,I�(I,�%IT�Ii�I1 ;►i�►I���ll������ ►�i►��I I�,�Illl,llil►►► I,I►ill►I Il►li►I►1��1►i1�►��Il�ill►�,����►:�,.II�;�II��i►IIS I��I���Illl�l►il,l�ll►�l� �������l�l�►i�►�l�l�����»>I 1l1411 U� f.j 'iat6a'� }1 s ti 90 80 70 60 50 40 'C 20 10 0 NCh n CIO'n .I Qz C7 Q W N 2 N O • c:1 O gin 1 I cr_ I I I I I I : � Z I I I I I i Q c N i, qw I � SINGLE FAMILY I I I i ' SINGLE FAMILY SINGLE FAMILY SINGLE FAMILY SINGLE FAMILY SINGLE FAMILY 1 N39-53'00"E � •0.ii -._rS) ai�_2. .� ___•as -_.��-ter_ _-..._sem fT'� -�Qa s�•�r rte._.a-rp-_johl"M = -O— V (E) 6- CYCLONE FENCE 449.41 `\\ I\ SINGLE FAMILY \ 6 r rfiiK�'-'t�.l \ VACANT E' 1 11 5 A�I I ( II Z 2 XAJR Rt D. POR , OR G (I SINGLE FAMILY I op O�" VACANT I I ll Ln � 7 � rne�cNsroPJT, T (E) 6' CICLONE FENCE I � �- 2 ., 3 r��aiE _I SCORE ao. ;. 3 (F) IR 10 II DAY CARE jU) TREE 'f I / SINGLE FAMILY , I __ � � ,(E) 6 CYCLONE FENCE PP IOg723 (E) TREE l CONSTRUCTION FENCE / ted �.� 1 GRAVEP\M JRIVL SRL DRIVE � � V � �,� I9.a DRIVE �_��.. J... _ _ - - -- -AVE. PCV CWVFR? J cn �. .W GRANT -l - -��o >r�a��r'• r9�..�'._.+.� . ®J. GRANT AVE. E OF PAVEMENT — -- - / ° L7 __�______0____._J11;��� .- �� ..� S• L�.- �� . .-. ;� ����p. �a. �3<. ._ g W - ---- - -------�E) E T-�Q -- - GAS• VL �' °.I , 1 )� 1r- -r- a W Ac o _�__! - ®'� E TRF 7s WAFER VALVES --S39'53'50 W, 6.56 E GUiIER ' ,F) ss MH (E) SS MH ExTRODCO F r .�.� WC �. ..��r- E '1+ - .� ( ) (E) GlfffER -\ �a ,r a a LAWN -WERE C W -- --- ---- ------- 4 - =_ CL 6'WOO WALL t W i W„ VAULT ` Ac 133`54 a ' 15'_SANITARY Na I I y r DRI ...... �. aw— �. r I f0 4 ,AWN 16.E` - ---'- BK 436, G 623 I (0) TREE c b 1(. P 565 (E) TREES _ V'J -------- ----- ._� ADD 5' STORM DRAIN t 4 �- (E) F ' PP 1781 ' T- .? IL.'ran EASEMENT i i i 4 I p (E) H _ o (E))TREE 277 10 106 C"" CYCLONE FENCE N ( ' (E) J' WOOD , GENERAL NOTES (D)TREE (D) TREE 279 LAA/ D T E 213 iI (E) SD C8 PP #6723 -_ 'Act N I JJ FENCE-- P ENCE-- ( J M CN m@ 1. REFER TO CIVIL DRAWINGS FOR EXTENTS I � 1 11 ��(E) SO CB n N � , LAWN (E)SC CB ' 0) TIRE 23 i FENCE011 i1 OF OFFSRE DEMUUTION O 1 4 6s ' 2. GENERAL CONTRACTOR IS RESPONSIBLE z (E) HEDGE„ SINGLE FAMILY U J z FOR AREAS OFTAINING DEMOLITIOIL.N FORDMONS FUTUREAWORK F- 0 11 AS REQUIRED BY THE GEOTECHNICAL REPORT Y C_� W (E)SO CB st"� -`�-�II� 3. GENERAL CONTRACTOR IS RESPONSIBLE J CE '� 0 i I I V 1E AC w s FOR PROVIDING CONSTRUCTION FENCING TO O O Q� 9b� �^ SURROUND THE AREA OF DEMOLITION IN ITS PLAYONOUND M ` ez e d ,1 (E) 5 CYCLONE ENTIRETY Q (E) Afif1 URNN "' II S� 0�"e O C) LLJ (E) SS MH errb(E) 6 HC FENCE �, 4. PROTECT EXISTING CATCH BASINS FROM --J Q I a� 'r �L�D `EXISTING--- DEMOLITION AND CONSTRUCTION DEBRIS O(D) TREE 271 I �e�„stoAEXISTING I i - ""''gym ww° I EJt 5. TREES LABELED WITH NO.j INDICATES THE Z QT(D) TREE ' i COVERED ' '^ ` CON`' � - --PARKING" cn ( U = L—•-- TAGGED TREE IDENTIFICATION NUMBER POSTED DIRT I PLAYGROUND I F)Fur, 28 STALLS ON THt TREE. DRIVEWAY I E -------' i i TO BE OEMO'D LAvd. ��� E) WV `f-~ h p U_J yy V ---- SUMMER 2004 '8 ' aS0 CB i u. E 70 -I CD Z C/� __I(E1 FF. 207.6' EXI5TING3 I O 5 r--_-__-`--- -- i FF: 201.0' _ (E) SD Ce E.i MULTI FAMILY DEMOLITION LEGEND c= E— li _-- ---- MULTI-PItRPOf3E i11 ti L __- O REMAIN ` p z WAYOHOU ID II'- _-__- (q1�a `I N 1 REMCVE EXISTING CONCRETE CURB 5 Q Q i i (E) TRE ,T I' 2 REMOVE EXISTING CON[ ' ,: 1B (D Ito I I 1 i -` .0" J REMOVE EXISTING ASPh'Li NG z I DIRT il.l I I II ' I I G 0 BOaE DF 0'D SUMMER 2004 (4 REMOVE EXISTING BLEACHERS �' Q O �r I I I' • - ' I FF: 198.45' �- AND ASSOCIATED (ONCREiE PAD DRI'EWAj }� I K j j`r I I I S 1"- I I �l *FF 1 I l I I I (E TREE B5 COMPLETE �1 2 LO AC FF: 203,5' E) S CBO __I O REMOVE EXISTING CHAIN LINK BACKSTOP �� i I I /w ° i AND ASSOCIATED CONCRETE FOOTINGS N COMPLETE ' O 1 _ -- SEUNs 6mI(E7 AREA DRNN i wn, I' a uNn o -- i -`Y�u--t - / ------------------------_- -.--- -_II v I O6 REMOVE EXISTING SCORE BOARD AND LU �e'r,YcloNE FENCE � -- =.h CONCRETE FOOTING COMPLETE �� VI ' r--i ,AWN LONG. :,J waEN ��+.> e'craoNE l/7� RELOCATE EXISTING STORAGE SHED TO ' n -✓-_ _ i A"n BOX (q u�'� FENCE `� SOUTH PORTION OF SITE TO LOCATION ^ ^ EE' (E) HEpl6(I SELECTED BY OWNER. . DIRT p I so COcO _ --- DRIVEWA[ A� (E) PORTABLE �"'�°°" E ER (r) TREE' I(E) ( (6 ' REMOVE EXISTING TREE AND ROOTS COMPLETE MOb SUMMER 2004 --.___ TREE (E) CUNC. CONC. �E) SO CB �I n'cnn 9 REMOVE EXISTING GROUND SHRUBS h GROUND (E) UTILITY POLE ti. EJ SO Cd CONC 8'CYCLONE j�' -'�'7--�_ I COVER. PROTECT EXIST. HEDGE AND ROOTS 1u11011 ----- r'=--__ -� n' I In A,WIER Pl FCIN:E 1 e'CYCLONE 3 DIRT I EXw7111N1 Ci LJIIR7 r - I FENrI iD EXISTING TREE TO REMAIN. PROVIDE TREE (• PROTECTION PER SPEC & CITY REQUIREMENTS DRIVEWA� I ' TO BE DEMO'D SUMMER 2004 FF: 201.d5' 1--- ® I No. 276, 277, 278, 280, 281, 282, 283 JI (E) SD C81 AND AS NOTED rr. 2ca.7' II MULTI-FAMILY r 6 I I ! ` v BY OTHER IUI+AUL GUNIAINER IU BE RELULATLtJ },'? tt ! \ 6 issue date: 07 april 2003 F N F'c uaa ,LN�I (E) 8' CYCLONE w/ NEIEI75 ti EXI5TINQ A BUILDINGFENC A- III POCHET LEGEND job number: 0311 ,.,. _ _ '10 BE DEMO'D SUMMER 2004 reVISI0n3: (E) TREE BO AREA OF ASPHALT PAVING TO BE REMOVED GAS VALVE ' E) TREE'182=44nJ FF: 199,2' a O6 MAY 03 (E) SD CB S45"00 30"W • r117(�RE SOT L)NE �� __ -� (E) 1R - 291 - rW&S S1 ,' Li AREA OF CONCRETE PAVING TO BE REMOVED 10.04 I _ - // • �.� � I _ CtlllEC10N I I I EXISTING BUILDING '0 REMAIN FOR PHASE 1 10' EASEMENT FOR (E) ELECTRICAL FEED 0 - O`er :�.•0 - ®(E) TREE 284 I ROAD, STREET AND UTILITY VERHEAD LINE �-;moo--__�•00.,�,� L BK 855, PG 951 WOOD LMLEIV POLE ' (E) 6' CYCLONE FENCE - 333.92 1 - - -10' WATER ..... r LINE EASEMENT 00 I ~' 12855 SW GRANT A�E BK 726, PC 652 TIG3A -JUALA!T1N �Ir SCH001-DSTRICT +r� f COMMERCIAL v I I ADMIM8TRATION .00 �IT2003-00014 3 of 7 LDWG COMMERCIAL 7 I ISITE � I _ i I 7 DEMO ASE PLAN EXISTING PARKING I I I 12855 SSV GRAN"I' A%'I''. 3-7 5IT2003-11001"1 I j file name: 0311-0101 D-P1 PACIFIC HIGHWAY DEMOLITION SITE PLAN - PHASE I D1 01 h L1 V - 40'-0' 90 80 IcJ 60 50 40 30 20 10 8 NOTICE� IF THE MAGE IS NOT AS CI EAR AS HIS NOTICE, f rl I I I LV I I I111 L I I I I I I I I I_I (I I I L I I I LL I I I I I I I 114 I I I I I I I I LI I I� I I I I I I I I I I I 11611 I'I LI (I I I I I�lI.I I-I I I I I I I II IIII I I I I I I I I I I� I I I I I I I I I j I��ll I I I I I I I I 111�� II I I 1 I I I I J �.1 1 l 13 IT IS DUE TO THE QUALITY OF THE I l 1 IL No.36 S` I ORIGINAL DOCUMENT r d£ e1(Z- 9Z LZ 9�Z Z t6 Z 8i 9t Gl' t �St ht StLt it I [ I B II L 9 I 9���jf I J1z II � luIIIIIIIIIIII IIII IIIIIIIII II IIII Ililllll IIIIIIII�!IIIIIII Illi II IIIIIIII IIIIIIII Illlllll Illlllll llllllll UI!11 11111111,11llll1LlJll � IIla 1111i"'iII '^ M O � SITE LOGISTICS/ D G CF TIGARD ELEMEI - TARY SCHOOL M I I 7 ti � Ua u a O D i i f • z Legend : N .. Q 7S 75 � < ck - �Stopile _ LD - - Temraorary construc+ion _ Q topsoil, p _ ~ 'perimeter fence by CM/CSC ' PLAY GROUND EQUIPIAP 11 ---- i Perimeter acess road and laydown area Hold down 3" below finish floor Hold perimeter access road 5' back from building perimeter. voo Quog000u°o°oo°a00000Qa000000aQeoop° 4' of 1 1/2' minus `washed' rock O o°°a ° °0°°O°o O °oo °oo °o°°OO° . 3' Minus ° 0 0o i 000° ° o o0000000� with geo-fabric underlayment ',i0o000a0 " o0000 OU He He —\" z Q _ 49 Q F- y STALLS \ I I� Z 'Ill H� CL_ UJ K. _sem U) Lu - U J �: Additional trailer la down area �- w W o (3) 4 dia. PVC conduits-- ►.Q .0 Q ' 4" depth of 1 1/2" crushed rock UJ J r ! I.��;l'�,I�i�11.1: Tem � � Temp u- 2_ 005 electrical C O u m m e r /'�ai I - transformer (2) 4" dia. PVC conduits Access entry road Base depth 12" of 3" minus -� '� rock I Capped with 6" of 1 1/2" minus a \\ \ -� ao(gewaaOs°°o°�ha°aod°oe°°oo°od)� rock ock 2 zJ � TALI S oa°oa� a —' of- 1 1/2' Minus *washed' rock ✓ mmefa112Q04 - 00a00012' of 13' minuso0010 Q000with geo-fbrit underlayment ° oL J0000 I I ! I I I I I I I I �---- I — I -_ -I - - -i I `. I I I N( Pf MIJI.A 11'11P14 ),' li ) PT IMIN I I 9,925 SQ. FT. I BaUgh I_. 77' SKANSKA _ - - _ - -- - - -- - - - - - _ l f J �1--- - - - --� - - - = _ - - r. � , I�,, .�r�r'1.�, t1,1111.•;. 1 � I r, I l, •�,..,, �'�� I ill: 1-�n'� !I — ——-- — _ SHEET NUMBER / � �- - - ii,'li 4-� 1.,855 S'N GIt;�N'1' :��'h: til'120113-1"41114 r NOTICE IF THfPRINT OR TYPE ON ANY fI 1 1 fIII 111 I I I fI l l l i l II III ! III I�III 1 1 1 I I I I I I I lI I I I l I l l l l l i III I!I I I I II I I I I III 111 IV I I I I I I I I I I II I I IILV I_I_I 2 I V?I I�jI1V�I I_I_ I I I III�I I I I I.I I I I I I-I--i I 1I I 1I I�I I-I I-I I I I 11 lI I�I l ►1 -2 ' , 002!MAGE IS M! f A_S CLEAR AS THIS NOTICE, � 4 01 r IT IS DUE 10 THE QUALITY OF THE Lil "°'eORIGINALDOCI;MENTL g f\ fEIIIIIIII I�III►I�I II►1 �1�111111111IIII IIII►I►I IIlillllllll �ll IIII IIII IIII IIII I�IIIIII I � �III►11r►►II►I IIIII IIII IIIIIIIIIIf611111�111111I1l��IfIIIIIll.11lLW ' 1111111111►NI11 90 80 70 60 50 40 30 20 111 C m 204--�` I RIM ::0,0�'' IE = 194.4-16 z �, DITCH INLET o 0 I� �,� p• 1 6, RIM=202.0 CB#4 e' \ IE IN(8")= 196.32 �� S INS=0.01 I _ V II IE OUT(8")= 196.12 \ � - RIM= 197.68 d V ��� IE= 194.68 h Cf) SO Ill RIM= 1 9 114Lo / IE IN(8„ = 193.81 (IN IE IN 1 193.81 (N ) IE OUT(12")= 193.61 SE) 1 o I II I \ , BRED 1'RO �� - = � � �V • �� ��I '� "" � �'��C� 19,191 S�o� 2 OREG CIO, 30 N CB#2 \\ \ - wa I FRT M . RIM=200.46 C9#5 IE= 197.46 �o 'O' - T - I RIM=197.59 EXPIRES 06/30/03 AREA DRAIN STYLE co I \ \ IN IE= 194.59 - Z o I u r I Ti 6„SpO�� CB#6 E ;+ CB#11oN 1 - INS= RIM= 198.12 jJS RIM=20 t - IE= 195.12 U IE= 199.5 P D __ 'i d E AREA D N STYLE - e 3 I I I 3 49 I STALLSHC HC ^ , \i 4 C - - HC = u W RIM=202.00 IE= 199.50 ry GRAPHIC SCALE m o 3 6"SO (DIP)NI 0,01 ' CB#1 0 A +o m .o so \ I Z i RIM=201.86 / I W IE OUT= 198.86 w IN FEET AREA DRAIN STYL6>fl \ a I inch 20 ft. N o 4 L (D) TRLI N 6"SO �, I+ CB#e M N S=0.01 cA N RIM= 197.7 I O o % f IE = 194.70 Z p g' CB#10 o - / W U Z N \ RIM=200.97 �� O °�' 00 N IE= 199.47 p/CB#7 - '9 O / ' / �J LLJ RIM m 197,800 '� --106 J � Cr IE=194.80 D RF ` SDS MH#1 (PUBLIC SO STA 0+00) CD J O �"- � RIM-= 1951 CB#9 I / = IE IN(15")= 191.38(SE) 6"SO (DIPt MIN S=0.0 RIM=202.11 % /' _,K `" C IE OUT(15")= 191.18(NE) o < FLOOR DRAIN S)YLE / �-•- � MATCH EXISTING INVERT U L7 3 WI-.H HEEL-PROC F GRATE ' Z „ O I �. ADJUST GRAnE AS REQUIRED 1 !- 6"SD MIN S=0.0 _ N 22` / DEMO E I T.CB�DID IP V�-- �+ �\ I _ v♦ w z I I TEMPORARY AGE , p�/C GRA NNECTION TO PR _ Qp INC _ g"SD 30 1 /��I 59 y64 DR \ EX. 15"SO Y IE = 197.57 -.--- - _ / S=0.0225 _ {, -- . V O Z - I �- ---- - 8„SD 4 PVC CB#1 - - -- - -----. - -- 5 �• < s --- - F- 5 r" -3034-PVC c_ =0.0225 I H Pt'- VALV 1 Cr7 6"SD MIN S=U.01 8"�© RIM=198.88 :�„ g=0.0225 IE=195.88 5" SD N-12 S iV .AVEz 15"SD N-12 HDPE ,= . SS - .005 A Nym� S.W, Gkt-�,`.T L U J Cn =0.01 '- Cn WATER VA / 00 LYES - --- �\ oNo I CC (E) CONC_ N -� DED -_ -- - - - CURB -PUBLIC TORM S ER �- EXISTING 3UIL N R OF D AIN l y I I SDI H#2(ft I SEE PRO ILE THI SHEi f'` '' I I r\p( - -- �; �-� I � \ RIM 197.E j � � ■ I / J Sc 1»a(I'�9LIl,3 STA 4+44) I 8' � O� IE T(115')5")1 19 . 2 E � pC RIM=203.8 CB#12 a CB#14 \.`• '�O ,p IEI (12"}' 2 4 ) I CB#13 N RIM= 199.22 O IE (10" = 1 .51 IE IN(10")= 198.70 ISE)-5'STUBOUT 1, q, I IE IN(8") r"198.90(NW) IE- 198.x.0 i I RIM=200.82 I ` IE= 1 22 72" E E MH L � P.IM-201.2 - IE OUT(1� )- 198.50(NEI AREA DF;AIN STYLE I I IF:= 197'92 \ ®I , STORM DRAINAGE PLAN ''' 6 issue date: 10 april 2003 2� ^w job number: 0311 NOTES revisions: acv Q1 MAY 03' i --- -- ---- - ------ -- - I - I l 1. STORM SEWER WITH LESS THAN 0.010 FT/FT SLOPE SHALL BE CONSTRUCTED TO PUBLIC WORKS STANDARDS. /3 19 JUN 03 -_ w1 - II THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, USE OF A PIPE LASER TO ESTABLISH AND HOLD GRADE. w°0 100 II - - 2. CONTRACTOR TO COORDINATE THE ADJUSTMENT OF ALL EXISTING OR NEW FLEXIBLE UTILITIES (WATER, GAS, TV, TELEPHONE, ELECT., ETC.) _ _0 TO CLEAR ANY EXISTING OR NEW GRAMI I DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER, ETC ) IF CONFLICT OCCURS. .rn Z p II W W EXISTING GROUND 200 '- --- _-- -- - _ --- - ----------- ------------ - - _ . ___- --- - ------ - -_ _ - -- -- - ------- --.---- - - -----_- - -- - N � II o�-�;n;n AT C/L OF PIPE I I 3. ALL TRENCHES SHALL B 4. MATERIALS SHALL BE NEW. THE USE OF MANUFACTURER'S BARRICADED FROM °EDESTRIAN ACCESS INCLUDING NIGHTTIME PROVISIONS AFTER WORKING HOURS. �lUFACTURER'S NAMES, MODELS, AND NUMBERS I:; INTENDED 10 ESTABLISH STYLE, QUALITY, APPEARANCE AND USEFULNESS. PROPOSED SUBSTITUTIONS WILL REQUIRE WRITTEN APPROVA . FROM ARCHITECT/ENGINEER PRIOR TO INSTALLATION. 12855 SSV GRANT AVE n. Il n I 5. THE LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THE PLANS IS FOR INFORMATION ONLY AND IS NOT GUARANTEED TO BE COMP;ETE ~1"1.21103-00014 4 of 7 . �rnZw OR ACCURATE. THE CONTRACTOR SHALL POTHOLE TO VERIFY ELEVATIONS OF UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION. _+ - -- _- ---_�_. -___- _-___- ------____- - -- --- -- --- NOTIFY ARCHITECT/ENGINEER WITHIN 72 ,IOURS IF ANY DISCREPANCIES WITH THE PLANS ARE DETECTED. --- w _ PROP9SER GR II -`r - AT C/L OF PIP ^z ,� 6. ADJUST ALL NEW AND EXISTING MANHOLE +.IDS AND VALVE BOXES TO FINISHED STREET GRADE. v�ln�� w / _ 5% Wo Z a~-""` 1,7 v 7. ALL TRENCH LINES AND EXCAVATIONS SHALL BE PROPERLY SHORED AND BRACED TO PREVENT CAVING. DEEP EXCAVATIONS MAY REQUIRE EXTRA STORM DRAINAGE PLAN `F 15 HDPE o ,C, SHORING AND BRACING. ALL SHEETING, SHORING, AND BRACING OF TRENCHES SHALL CONFORM TO OREGON OSHA STANDARDS. 7 7 376 wr 198 --- - --- - -- - - - - -- a� B. THE CONTRACTOR SHALL PROVIDE AS-BUILT RECORDS WHICH RECORD MEASUREMENTS OF EXACT UTILITY LOCATION AND - - - - II �' SEWER Lf TtRALS SHALL BE TIED TO PERMANENT REFERENCE PO - ti II I- II 9. EXCEPT WHERE NOTED, TRENCH BACKFILL SHALL BE CLASS A UNDER LANDSCAPE AND CLASS © UNDER AC/CONCRETE. +I i 10. STORM SEWER PIPE SHALL BE 3034 PVC OR N-12 HDPE (12" AND GREATER) WHERE BURY DEPTH IS >30" IN PAVED AREAS AND >18" IN LANDSCAPED AREAS FROM TOP OF PIPE. SHALLOW BURY PIPE (<30" IN PAVED AREAS AND <18" IN LANDSCAPED AREAS) SHALL- BE DUCTILE IRON. s ak�a +� I 11. PROVIDE TEMPORARY DRAINAGE FACILITIES AS NEEDED TO PREVENT DAMAGE TO PROPERTY AND PERSONAL INJURY 'lle name: site civil2.dw -- - I 5" HDPE 68 LF S = 0.50% NO PROFILE AND STORM LINE STATIONINGLEGEND 12855 SW GRANT:IVF, 5-7 til•I•21103-00014 SD = STORM DRAIN i 19 PUBLIC STORM PROFILE CB CATCH BASIN 'Z COTG = CLEANOUT TO GRADE I 1\ r�-2 I �O -0 ,+�., _ BWV = 3ACKWATER VALVE SOIL = SOIL/FOUNDATION DRAIN 2 0+00 I,II 1+00 / 2100 (,(I 3+00 5(} 464+00 30 20 10 H 90 - i NOTICE, IF T HE PRINT OR TYPE ON ANY III III III III III III III I I III III III I I !I I I I I I I I1jT I I I III I I i I III III III III III III III I I I I III III IIIIII III III I I III III III III III III I I I I I I I I I i III III I I 1 I I I I I I I ! I I I I I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I Ill I I IEI __I I I1 _-_I 4 I_ �I Sl - I - fl-- I -$I---I-- �-- - "1 I-111 -_. _J '� - IT IS DUE TO THE QUALITY OF THEN�.ae a'" + ORIGINAL DOCUMENT �£ 8Z 8fL G1L 9Z Z 16L £�Z 7. it. t3 181 9[ L�I 1�i 911 I yi SI LT LT I l �8 1111111119111-111 9 toIIIIIIIIIiIIIIIIIIIl�l11IIl►lll111t11Ill►II►III111II III IIIIIIII IIIIIIIIIIIIII IIIIIIII IIIII�I�I �I!I IIII III��IIII �II� IIII IIIIIIII IIIIIII II,1lI��I ►►I111111 ► IIIIIlei�IUL-1-1II _t 11-11- II. 90 90 70 60 50 40 30 20 10 0 1/ M z O v �- - CITY WATER DEPT STANDARDS PLUMBING CODE 1 NOTES CITY WATER DEPT STANDARDS PLUMBING CODE J CITY APPROVED o > tv` cD THRUST BLOCK CITY APPROVED FLANGE COUPLING THRUST BLOCK Ln w I ''A BACKFLOW DEVIL ADAPTOR BACKFLOW DEVIC FLANGE COUPLING T < = F RETAINER GLAN RETAINER GLAN ADAPT❑R 1. SEWER WITH LESS THAN 0.010 FT/FT SLOPE SHALL BE CONSTRUCTED TO PUBLIC WORKS S,ANDAPDC. o L, < _ ? 5 i� THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, USE OF A PIPE LASER TO ESTABLISH AND HOLD GRADE. __ Zi C a. > - _. - "'' 2. CONTRACTOR TO COORDINATE THE ADJUSTMENT OF ALL EXISTING OR NEW FLEXIBLE UTILITIES (WATER, GAS, TV, TELEPHONE, ELECT., ETC.) w ^ z R =0 =1 „ o < 12' MIN FL W 12' MIN TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STC'M DRAIN, SANITARY SEWER, ETC.) IF CONFLICT OCCURS. Z LL LJ a 8 6.6 s' � � <� l I MEGA FLG � 3. ALL TRENCHES SHALL BE BARRICADED FROM PEDESTRIAN ACCESS INCLUDING NIGHTTIME PROVISIONS AFTER WORKING HOURS. Q E N N < < �� MEG(, F LG FIRE DEPARTMENT ARTMENT 4. MATERIALS SHALL BE NEW. THE USE OF MANUFACTURER'S NAMES, MODELS, AND NUMBERS IS INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE, � N a a = u P Y V1 ;':r- l FLG OR EQUAL CONNECTION cv x a J $ m o z Ii << OR EQUAL - I T AND USEFULNESS. PROPOSED SUBSTITUTIONS WILL REQUIRE WRITTEN APPROVAL FROM ARCHITECT/ENGINEER PRIOR TO INSTALLATION. M o < = z 0 6' 6' ❑PTI❑NAL AT THIS W LD E zlN• o c �� < $ C, r<= MI CONTRACTOR TO SEAL ALL Mils, U W x Y > > g W �B W "z� OSHA APPROVED LADDER 24' MIN OPENINGS IN VAULT 'v/ITH OSHA APPROVED LADDER I 24' MIN - LOCATION 5. THE LOCATION O� EXISITNG UNDERGROUND FACILITIES SHOWN ON THE PLANS IS FUR INFORMATION ONLY AND IS NOT GUAkANTEED TO BE COMPLETE OR � 1/1 3 n `� r a `� ` W (/) < �'�` ALUMINUM IM R NON SHRINK GROUT PRIOR WITH ALUMINUM LADDER -� _ _ __.-___._.`.. ACCURATE. THE CONTRACTOR SHALL POTHOLE TO VERIFY ELEVATIONS OF UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION. WITH ALU I JL LADDER - c`' rc ^ xla LJ " �� Tp BACKFILLING NOTIFY ARCHITECT ENGINEER WITHIN 72 HOURS IF ANY DISCREPANCIES WITH THE PLANS ARE DETECTED. c. - ! X YIL' o D c IF �` a, a <<� <.; EXTENSI❑N BY UTILITY l EXTENSION BY UTILITY / 1V • : , a o <I� s vl < b e 0 vH� a a = I VAULT 7`._�..._ VAULT - - - 6. ADJUST ALL NEW AND EXISTING MANHOLE LIDS AND VALVE BOXES TO FINISHED STREET GRADE. e.�a ---- CONTRAL TDR T❑ SEAL ALL Z 1, 0 OPENINGS IN VAULT WTTH T F { a <Z PLAN PLAN NON SHRINK GROUT PRIOR 7. ALL. TRENCH LINES AND EXCAVATIONS SHALL B_ PROPERLY SHORED AND BRACED TO PREVENT CAVING. DEEP EXCAVATIONS MAY REQUIRE EXTRA SHORING s o m- AND BRACING. ALL SHEETING, SHORING, AND BRACING OF TRENCHES SHALL CONFORM TO OREGON OSHA STANDARDS. 1.'n c n D^ °D ° 60§ TO BACKFILLING 3' MIN. 6' MAX, 3' MIN. 6' MAX. B. THE CONTRACTOR SHALL PROVIDE AS-BUILT RECORDS WHICH RECORD MEASUREMENTS OF EXACT UTILITY LOCATION AND DEPTH, LJJQ DRAIN T❑ CURB DR DKAIN TO CURB OR SEWER LATERALS SHALL BE TIED TO PERMANENT REFERENCE POINTS. ! GROUND LINE - -- --- -- - GROUND LINE _ - ___.__ DAYLIGHT - DAYLIGHT 1 9. EXCEPT WHERE NOTED, TRENCH BACKFILL SHALL BE CLASS A UNDER LANDSCAPE AND CLASS B UNDER AC/CONCRETE ' m 1L WATER PIPE SHALL BE DUCTILE IRON, SCH AO PVC OR C900 PVC PIPE AS SHOWN. LQ s 0 - - - 3' MIN CLEARANCE i •• 31 MIN 0 �- ON OPENED ON OPENED 11. SEWER PIPE SHALL BE 3034 PVC. O \ - i __ - ---- OS&Y VALVE - ❑S&Y VALVE 12. PROVIDE THRUST BLOCKING FOR ALL WATER PIPING. SEE DETAIL. N <n MEGA FLG OR EQUAL �� l MEGA FLG OR EQUAL _ _ 13. MINIMUM BURY DEPTH FOR WATER PIPING SHALL BE 36 INCHES. S RE-fAINER GLAND p� INLINE CHECK VAL E + I INLINE CHECK VALVE Z CONTRACTOR TO TNSTA�L� ' ` IJP i RODEN CONTRACTOR TO INSTALL `\ -RODENT I I .. m ED CONCRETE BALLAST 3 CU. YD. SCREEN CONCRETE BALLAST 3 CU, YD. / SCREEN HIGF' GRDUNDWAT❑ER.(JEXI❑ST HIGH GROUNDWATER EXIST- TPP)STC,I� - C•!' j �-+ �'STANDON' 1 - MIN, WHERE FL❑❑DING DR I �'STANDDN' I I- --PIPE STAND-t- I I Q ? (TYP) -/'� DRAIN TO DAYLI IT OR �, DRAIN TO DAYLIGHT OR ?4-� ?ROrFS II ^ I _J ` \ may., - INSTALL SUMP P 'MP �� INSTALL SUMP PUMP n- / CONTACT CITY F ELEVATION ONTACT CITY FOR _ j I W ELEVATION PUMP SPECIFICATI S PUMP SPECIFICATIONS 2 2 ? I - J W Li , I L 12„ MIN OREGON9\ 1+� I < DOUBLE CHECK VALVE ASSEMBLY 12" MIN 24" MAX �� Nf J0 Q I UTILITY VAULT BILCO DOOR vIAX I SIZE OR rEQUAL OR rEOUAL FLOOR TO BOTTOM FIRE DOUBLE CHECK VALVE ASSEMBLY FLOOR TO BOTTOM FRT \ OF DEVICE 3 660-WA J-5AL OR DEVICE UTILITY VAULT OR rEQU I.B.LCO DOOR EXPIRES 06/30/y�OAF O I• ``l 4� 577-WA J SAL SIZE WITH F.D.C. WITHOUT FDC OR rEQUAL ILJJ • �. 1. < 4 676 WA 577-WA J-SAL + a 6 676-WA J-SAL __- io rz 8 687-WA _JD-3AL 6 607-WA 676-WA J-5AL- 5106-LA JD-3AL B 5106-LA 687-WA JD-3AL ` f' L m - I 10 5106-LA 2106-LA JD-3AL L4 g r • r CITY ENGINEER APPROVED EQUAL 'o _ --I �`� r CITY ENGINEER APPROVED EQUAL \\\\\�\\ r FIRE HYDRANT ASSEMBLY Ir- LI it to NO SCALE ApPRO`m•r' NO SCALE APPROVED en NO SCALE APPRo+Eo er �, AGUSTIN P. DUENAS AGUSTIN P. DUENAS AGUSTIN P. DUENAS „ n ENGINEERING DEPARTMENT - DOUBLE CHECK DETECTOR ENGINEERING DEPARTMENT ENGINEERING DEPARTMLNT - - D1113. NO. 11 \ I --- -- 3 & 4 DWG. No. DOUBLE CHECK Dwc. Nu. alr'L 1312s to AL RENO. r1Tr ENGINEER r 131x•S.W.HALL BLVD. CITY ENaNm, 13,25 sw.HALL elw. arr ENGINEER _ J I I., TIGARD,OREGON 9?U3 nc2RD,oR!DON 07 29 / ,, TIG. �,OREGON n22� ) VALVE ASSEMBLY .`. az: OW. Qe-�1T1 METER �I 507 RBe-•28 MARCH 199e VALVE ASSEMBLY ;�« h;;,6h72o MARCH 1998 533 MARCH 1998 5 2 (( 5 3 2 FAIL (sos�eeA nn CITY OF nGARD qTY OF TGARD "a � � T2sT --- APPROVAL DATE CITY O amGARD APPROVAL DATE APPROVAL GATE J y- aeoBGN 2 WATER METER DOMESTIC DCV '�- .4 3 -2.o'•--I SIDEWALK ADJACENT TO CURB ! -- . 4 ,.•;��.� SAWCUT 4 18' CAST IRON 910 SURFACING �� 4{ ► c x ` VALVE BOX TO r- .^rl TOPSOIL MATCH EXISTNG MATERIAL �- I- 0 0 O h -._ - U - LL BREAK FLANGE SIDEWALK �� DIRECTED BASE MATERIAL • a W 18' MIN. ;f r .;I \ -- - -- - 3 i MIN _ r 6' MAX. _ _ __ _ _ � _10 -- i PLUGGED TEE PLUGGED CROSS BEND PLUG OR CAP -� \ 1 1/2' -3/4' DRAIN ROCK TAR PAPER (MOISTURE BARRIER) F �v 1 - - = I 01 l` W 6' DUCTILE IRON PIPE W 11 r_ I `` RESTRAIN ALL JOINTS ! r� �TM`k''r r - - "_,. I s< �, I \ l _ 'FIELD LOK' OR E',IUAL GAV,0S ' ' f-� 4 W 4 �% -^ LATERAL PLUGGED CROSS TEE 6• MEGALUG RETkir E►�� ,� CONCRETE THRUST BLOCK SCHEDULE ;_ z �'yr GLAND (EBI�A IRON).. - - Cn N (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) CI7NCRETE PIER 6' GATE VALV FITTING 90-BEND, TGE, OR 45' 22 1/2' 11 1/4• 158 HI.00K FI.G. x M.J. SIZE INCHES PLUGGED CROSS BEND BEND BEND _ I (INCHES) ! C]C O LLJ CiTIE'wALK WITH PLANTER ' P.O. �M,J, x 6• FLG, TEE 4 01.9 01.3 LD c~ia STRIP 6 04.0 02.1 01.3 -- ll �- � _ --- I J CD CD STRIP AT CURB (D L - ----- G 8 07.1 03.9 02.0 01.3 /�--_� I, d/ I 0 � O � r SIDEWALK • 12 16 0 08.8 04.5 02.3 r 3� MIN. BREAK FLANGE e• MIN 1 e• MIN I w = Q MAX. 16 28.4 15.5 08.0 04.0 8• MIN BEDDING BELOW �- _ LD 24 64.0 34.3 18.1 09.1 OUTSIDE OF PIPE BELL o I _= C� � v ,N NOTEI ABOVE BEARING AREAS BASEL ON TEST PRESSUEE OF 150 P.S.I. AND AN v, 1, HYDRANTS TO BE MODERN MUELLER CENTURION, A-442AOR APP'D EQUAL) 6' MJ, 5 1/4 ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO - " �` I _ _ I --j I w - ~ • I COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING Y'� _ �' I HC r' Q MVO 3 PORT - TWO 2 1/2 PENTAGON OPERATION NUT, OPEN LEFT WITH THE FULLO --- A. OIL RESERVOIR STESSES, USE THE FOLLOWING EQUATION ���j\j�\\x,\ \��' �� H Z B. BRONZE ACTUATION NOT BEARING AREAS - (TEST PRESSURE/150) X (1500/SOIL BEARING STRESS) X (TABIS VALUE) \\j��\� /\ \��\ \l\i 5 Q Q Q C. BRONZE SEAT RING NOTES: / ` � , = Lo D. WEATHER SHIELD CAP 1. STRADDLE BLOCKS RECUIRED WHERE LINES MAY BE EXTENDED IN FUTURE TRENCH FOUN,AS R E. SAFETY SLEEVE COUPLING SEE DETAIL N0. 561 sTABILTAnON, AS REQUIRED / F. THREADED NOZZLES WITH 'O' RINGS 2. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. �-, H HC i���� UJ � Co G. NATIONAL. STANDARD THREADS 3. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. I - � 4. THE: REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN 5 CO P. SAFETY, CHAINS T❑ BE REMOVED, G ENCIRCLED ON THE PLAN" : e. 15 INDICATES 15 SQUARE FEET BEARING LO 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW ❑F AN ALTERNATE APPROV g' NOTE: ----"� 'I ` LIQ O N BY DISTRICT FIRE MARSHALL AREA REQUIRED. 1 W E. IF NOT SHOW ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. --T--` y!y N 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB, INDICATED ABOVE, ADJUST IF NECESSARY, TO CONFORM TO THE TEST 2. JOINTS TO BE TACK AND SANDED. LS v~�� L 5, NO ❑BSTRUCTI❑NS WITHIN 3' C' RADIUS OF HYDRANT, PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS(ES) STATED IN THE 6. IF SUBJECT TO VEFITCLE DAMAGED, PROTECTIVE POST 10 BE PROVIDED, SFECIAL PROVISIONS. 3, SAWCUT SHALL BE LACK COATED WITH BITUMINUS ASPHALT EMULSION. - ;\ �o 'Qp �A'- I 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPRO , D 6. 6EAPING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE RECEIVE BY ENGINEER, PRESIDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON I AREA F THRUST BLOCKS ARE IN SQUARE A`C ��O��'� g�j 14"C7 ES'rIC WATER B. THRUST BLOCKS SHALL NGT BE PLACED AT HYDRANT LOCATIONS. THIS STANDARD DETAIL. BEARING RE O FEET. _ APPRrVEo er: - ` ` dip 19 �' ANDDOUULTCHECK DETECTOR VALVE U JUL 1 7 2003 NO SCALE PROM E SUMP PUMP FOR DRAINAGE APPROVED BY. APPROVED er. NO SCALE ), NO ^.GALE AGUSTIN P, DUENAS / , � '•+ITY OF TI ' AGUSTIN P. By ENGINEERING DEPARTMENT --------- TRENCH DWG. NO. �� OABO AGUSTIN P. DUENAS DEDICATED FDC LINE BUILDING DIVIS(CI ,, ENGINEERING DEPARTMENT FIRE HYDRANT / ENGINEERING DEPARTMENT - --- - STAN DARD THRUST DING. NO. 17125 S.W.HALL BLVD, CITY ENGINEER i-' CITY rNONEER DWG. N0. aTr ENGINEER T 13+25 S.W.HALL BLVD. �i 13125 4.W.HALL BLVD. �.� VOICE:TIOXIOREGON e722] ncAM,OREGON oTt.D / ncARG,oRrcoN cT2v w cE: (sas)RDs-A+r BACKFILL Q Vag: s05 RDs-.•T, ASSEMBLY 542 - 101E: (5De)e]s-An1 MARCH 199e BLOCK 560 rAx: (5oD)eea-T2sT MARCH 1998 1 VO MARCH 199e CITY OF TIGARD rAx �s Rea T2sT - CITY OGARD ��� 6"FIRE WATER AND HYDRANT WATER CITY OF ,1CARD rnx soy ee+-TORT APPROVAL DANE --'- APPROVAL DAZE APPROVAL DATE GRIMM � \ � DOUBLE CHECK DETECTOR VALVES AND VAULT THRUST BLOCKING NATER TRENCH 3 ---� - - PROVIDE SUMP POUMP FOR DRAINAGUT FDC CONNECTE 6 job n date; 10 april 2003 FIRE HYDRANT _ D � I jab number: 0311 11 revisions: 01 MAY 03 -3' DOMESTIC WATER METER 19 JUN 03 a A D VAULT 3� J' I 13 i Cl Y OF TIGARD WILL INSTALL METER 16 JUL 03 P IDE SUMP PUMP FOP,DRAINAGE r - _ - - U V 97v1 ,% FIRE HYDRANT ASSEMBLY 5 1 JUL 03 INS7IALL TEMP, BLOWOFF. CONNECT TO EXISTINGf�l, WATT I-,FOLLOWING SUCCESSFUL O �- ryQ w o -- WAT'1=R TESTS. _ - _ -- - _ - 27" 0 -� N EX 8 PUBLIC SANITARY SEWER 6"GATE VALVE WITH AS OA 00, \� .-... .-____ -�: \�.\\ \` PUBLIC WP.TEE.:RESTRAIN REQ'D JOINTS IFY` STRADDLE BLOCK Al. TH"FIELD I OK"OR EQUAL GASKETS 7 SITE UTILITIES EX-TRUDED 6,�W-DIP 0'4- 6"W..DTP - - �.-...-�- -- FIRE h YDR TAS EMBL I F` I S I '� BLIND FLANGE 5 (PHASE 1) I I CONNECT TO EXISTIN ATER MAINTAIN EXIST, SE ICE ^_ AC I �(I) x4"x6"(MJxFLGxMJ)TEE J O ,,, - )4 I-- SAN MH#1 (1)4"( GAT VF)LVE INSTALL A(FLGxMJ)IIGATE VALVETEE RIM=201.7+ ADJUST FOR FUTURE GRADE , file nam4S)(102-0142/dwg/Sjte Civil2.dW v WITH T.B. g -( ) 1 �1 WITH T.B. i. ELI 8"CONC92.34 1.34 J pc- 6-7 128SS ti%1 GIZ.1V► 1• `-T <I SI'121103-I100i J 208-,,_ +� _ (TRAPHIC SCALE . UTILIITY PLAN_ -- D zG •A ( C3 IN FEET 1 inch 20 ft. )rl 80 70 60 50 40 30 20 10 8 NOTICE_: IF THE PRINT OR TYPE ON ANY III III III III III III III I I III I j l III II_I I I! III III III III III III I I III III III III III III 1 I 1 I II I I I! IIIIIII III III III III II I III III I I I III I III III IIIIIII IIIIIII I I I'I I �nO C I I � 1I � � � 3 � 4 � g - � i7 I I8 I I9 1b I 11 �� `T�- 13� IMAGE IS NOT AS CLEAR AS THIS NOTICE. � _--- -_--1 - _�__��L --� _ •_ �_�_ L - L_' �_ - - �----_-- J IT IS DUE TO THE QUALITY OF THE _ - - - --�- -- No ae aria-- 1 ORIGINAL.DOCUMENT E 8iZ 8t; !�,7 9L �x 6i 6L L iZ L et ell Gt 9r111111111 9t tt Et Lt it t e I� 9 9 >b S L TDI UR ' IIIIIII IIIIIIIII II�IIIIIIIII II Illlllllllll IIII�IIII)IIII�I►IIII►L�IIII IIII�IIII IIII�IIII 111111111IIIII IIII 1111!1111111I�III IIIfIIIII�IIII IIII�IIIIIIIII�II�IIIIII�ullllill�l JJ►I�li!Llilllllll111111111 - lillLl�IIIIlI�N1I 90 110 70 6U 50 40 30 1.0 10 0 cc ti Q00 � � z I NCr c z " aLn 1 I I I I I ;t. o I I I I I I < � 1LL CJ 1 I I I I U � cry N F- 1 I SINGLE f AMILY I I I I SINGLE FAMILY ` SINGLE FAMIL`' SINGLE FAMILY SINGLE FAMILY SINGLE FAMILY �:.� �.-_.�esr 1 �_t..�"-� �-_..s -ese-:TSS •--�'7z--s . �a- O (E) 6' CYCLONE FENCE 449.41 TYPE C 10' LANDSCAPE SCREEN a 30_SiETBACK ----- --- - --- ---- - - SINGLE FAMILY VACANT X I' I PLAYTGROUND A f,%a EQUIPMENT r� �� ) 2 IER rn PE 10' LANDSCAPE BUFFER p I V' / V CRTIAND, CRE ON Ar A OF FUTURE- ... ) -, SI EWALK. PHASE 2 I I q i (1 O SU MER 2004 I __-� j SINGLE FAMILY y r I TWO STORY VACANT I CLASSROOM WING I pl � b (E) 8' CYCLONE FENCE FLOOR ELEVATION: 20:2.50' STORA3E SHED • I 20' WIDE x 12' DEEP aD L 3 TRASH / RECYCLABLE 1 DUMPSTERS W/ GATE N STAGE ELEVATOR IC I Q PIT' 198.50' ,t , 3 s (E; � � KI HEN � DAY CARE MULTI—PURPOSE F I FLOOR ELEVATION. 202.5 2 I MEDIA SINGLE FAMILI' to _ N IoLLJ �7'-__ I/(E) 6' CYCLOIJt FENCE _ 1 V) (E) Cf 20 :0' = Y�!^:=eEE.AT+OW'_?C'Z. x , Ac wAlx �' i ~ �_. - _. -_- -- - ��' ' ^.7i SPP #k72'�(E)TREE -_- _-._- _- - _ ONSTRUCTION FENCE / f DR of L ' DRIVE U SIF G t - _- - / / •`� w _-- `" Ir S.W. VfV11'1 I AVE (E�3E OF PAVEMENT � � L S.W. G _AVE. H LU SS GAS VALVE _WATER VES- 539'53'50 W, 6. 6 (E) CUTTER (E) GUTTER C f.rRUDrO �rr��� s• _.' uwN / VA 1T ' - - �3�.�'FS'4•=�--.: ,� \ VA.UI T WALK—r DR - ----.__ �` _ - - EWER EASEMENT 72'-2' 4 W 4 Awn 11-fi:6>r - l 13K 436, PG 623 SPP �I565 (E) TRFS FH _O E ADD 5' STORM DRNN I F j < (E) FH PP X1781MO ! - 0 �cl cArF EASEML'NT l / \ / ) H a E TREE 277 C�'CI!N/E FENCE /, I / SS Q 04 (L) fA E (UI TRf. AWN / NCir OD l SD CB N PP #6-23 J E / j / 1 J CV M - AREA OF FUTURE (E) s' wow LAWN 3 —9' PAVING. PHASE 2 / IN O SUMMER 2004 Rio' ,j C) 24'-1 \ j / / ti '/ / (E) rIEDG SING-E FAMILY W o ��',` /j� - -" AREA OF FUTURE Y U u.E (� solDEi /,, - PAVING. PHASE 2 ..J SUMMER 2004 I- O IFLAYGROUND \ j � � / �E) 5 CYCLONE O 0 Q o N Fi •� ` /_ _ (E) SS MH // M - E CE I PAVIN, LEGEND ----- E- O O I 04 D TREE ,271 - ".. R (E) UWD CD �- F') EXISTING ) _ I ---'°` —J EXISTINSEE G-- ---_--PARKING - -1 tNT 1 BASECOURSEIINF RMATIOI4DDITECINAL I = _ _ Z (D(D)TREE COVERED I --- -- _ 1 -4 (n U (E)Fw; E 2e STALS l 1, � DIRT I PLAYGROUND LAWN C) ,\ND, ?. OTFIER THAN AREA OF OFF STREET IM'ROVEMENTS. U.J DRIVEWAY — TO BE DEMO'D I I FINISH SIJRFAC'= MATERIAL LISTED 9ELOW AF'E FOR '� Q Z C/) 1 SUMMER 2004 rr I FE 70— - REFERENCE ONLY �' I� FF: 207.6' EXISTING F- ---- MULTI-PURPOSE (E)SD CF.II 4I MULTI FAMILY 3, EXISTING SCHOOL BUILDINGS 'TO BE DEMO'D Q t TO REMAIN 1 -III p IN FUTURE SEPERATE CONTRACT rF: 201.0' -- --- I r� 5 � 'Q Q OC 5 4. ROUGH GRADE AT DEMO'D BUILDINGS TO BE E1 Q nlArcRo�ND __ yy (E) TF'E m III •r APROX. 12' BELOW EXIST. FINISH FLOOR. EXIS11NG, BUILDIN `�' l�-_ POCHET LEGEND CEMENTED SOILS ALTERNAT�'. W GIRT .' I Ac r TO BE DEMC D SUMMER, 2004 FF: 198.45' Q -�-- --- - -- � O J EXISTING 9UILDING TO REMAIN 00 DRIVEWA� L} +� ( FF: 203.5' J TREE 85 FOR P L 1 — • ° L �yJ 'j A E) S CBo -I. " W ~ N IIF- O _ E; 4 CONCRETE SLAB �J Q ,�D <S h I 6" BASE COURSE —�STATES I LAW LANE,. V w00?� CCNC. z - _ ' CONCRETE SL18 - DEPRESSED I = \ E— -.. ,B'CYCLONE FENCE '--_.-" -- ��_.�- I S" V R"' `ON L; 3 a'CrcLONE /`I• 8" BASE COURSE ' IAWN Vali /-''�ER WNL FEM� DIRT t ^ - F.E- _ \0• (E) HEDG II ® 8" CONCRETE DRIVEWP4 (E) PORTABLE �IE� �. 1 8" BASE COURSE LL. I [ E EE ) EREE (E)-CCfKC�} T3E CO)NC. (E) SD"N "'E 2 1 2' ASPHALT PAMNG 2 1/2" ASPHALT PAVING M f EMO'C SUMMER 2004 r RSE (E) UTli.11Y POLE a1 C � - �I I -__ - n'rrclaNE 'O '-- \ ® 8" 8A5E COURSE 82" CEMENTTREATED _.ASE #2011 ----• D PIANIEN �ER rEncr 6 CfCIUNF ® 3 1/2' ASPHALT PAVING � 4" ASPHALT PAVING DIRT EXISTING C BULDIING T- _ FNcl. �1 " FF: 201.85' -1 10" BASE COURSE / 8" BASE COURSE DRIVEW TO BE DEMO'O SUMMER 2004 - A — (E) SU C8 I 12" CEMENT TREATED RASE � 2�7, � I MULTI-FAMILY � 1e BASE COURSE 1 PHASE 1 - TEMP DRIVE 6 Issue date: 07 april 2003 ' a: I• • .� . 6 - - I job number 02,11 B' CYCLONE C1 LONE MCE FENC EXISTING A BUILDING �O - " - TO BE DEMO'D SUMMER 2004 revisions: y, •�(I; TREF 280 06 MAY 03 Q 19 JUNE 03 .... �� I -y ([) TREE 2d2 IRE} ?17 FF: 199.2' CONC PAD 3 (E)SD CB II (F) TREE 281 rW6 sAwlwst 1 545'00'30°►N i SGA VALVE PROPsY LIGE I _ C E IMOR 10.04 -� 1 E) ELECTRICAL FEED 1 V ----__Oma, �, 10' EASEMENT FOR ( I '�' . .0 - ---- ®(E) TRf.E ?84 I ROAD, STREET AND UTI':TY 0 ERHEAD LINE 1 �7� S45'00 30.tiyc, IBK 855, PI; 951 1r- WOOD UTILI 'PO I (E) 6' CYCLONE FENCE 333.92 ----1 D' WATER (STING OPi BKLIN726. PGE:652 TIGARD-TUALATIN 4J. O1 Eri COMMERCIAL SCHOOL E_NSTRICT n,00 Ar 14LEYMAT ON c, cv INLDING Zr C14o l I I COMMERCIAL 7 SITE PAVING BASE I 7 ` ------ ! PHASE 1 I EXISTING PARKING I I f file name: 0311-0101A-P1 12855 SW CRANI %�'F �.,�- . .—. _ . — ._ . -- -- • ----• -_. . ._ I tirrzou�-uou1.� 7or7 ,. PACIFIC HIGHWAY Mme/ Ip y SHE PAVING BASE PLAN 1m1A 90 80 70 60 6b RO 30 JO �.. , 10 � A . . .. _"" -_.._.. _.._.. .. ____.._._.......:-:....,.._..,....:..,.. --. ... ._._ ....._...- ...._ .___..... .__ _:..,_-._._. .. RENT OR TYPE a~ w..,.•.,".,. ..:,...}��. ._ -F THE � ON ANY � 1I1 -I IIIIIII II Il�lli 11� trf}T�1 il•iT I "tI'li II IIIIIII IIIIIII VIII I IIIIIII VIII�t�lilll�l VIII�I,�IIIIIII IIIIIII IIIIIII IItlIII IIIIIII III I I �' r�/,�/) C IMAGEES NOT AS CLEAR AS THIS NOTICE: � � _� I 1-_� `*L -I �- II��-- I �J - --I� --al. I---�L--- I__1111 �C� E � ( Vl ��)) IT IS DUE TO THE QUALITY OF THE _ -- ORIGINAL DOCUMENT 8 L EJG LL 9 L ►L EE 6 I �G ' 8�T BT GTT T 4T ft SjT St TT T �8 8 /. �9 9 S S To uN IIII IIII�I III�IIIIflllilllll IIII�I►II IIIIIII I lull Illlllll11illll.1,gill►Illllli!�IIIIIIIIiIIIIIIIII�I1 liI�IIII���i�1III I�II�l���11����I�II ��I��IIIIIIIII����1I►Il11lll l���lllfl�l►��►u ll�l�iW �llllllluilll II L�1111 IIII�N�►