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16200 SW PACIFIC HIGHWAY-23 1 4' _M I 1 f O I G" TIG R 01 • /_ LI-x � ' N PLANS FOR. 1810 ` u•• - hA I URI PROJECT i KING CITY r .�' , LOCATION - �'°"', ♦�. 0�, .... Au �� •'r` ° \ � ;, AON ;:7-: 0ff/ 71 I � ' .r w * w ..+I .w ,/ ! r Fp r/ GAR D TOWNE 5 (2UAREs I lR.� '��1G 1�� A L 1 i . i I+ � y:�Jf",•° �■��� �— •Fl�l�r---I �....,,•"` t• — ..... __�,� I •.., I- I / O .. qtr i �- 1 „.•, 1 i �.l ,d•/ j1 V . •; • �(- ��� � -��_DURHAM �; G�/ I '� -_,1���1 ��a ( v tom) .a,•.• 1 I XI���I�v -\ �' S .�` APRIL OREGON u�nAN IN TIGARD IIINNONNIN VICINITY MAP 8AM17AMY !EM/EM8 PROPUM UIgTINO SANITARY SEWER �� O�S�S. D•S.S. MANHOLE (MH) __— EANOUT (CO) FOR aERVICE EXTENSION, —� 4 _ INA _ WATER LINE CiL_wL_ — C.I -CAST IRON, At -ASSE:STD! CEMENT P.PLASTIC,ST..ST1E W■WOOD,BI•BOILER TUBE, C.C. CONCRETE CYLINDER GATE VALVE (GV) — B --— - WEST- FIRE HYDRANT — o-���I�D WATER ME'fERIW.M.) CORPORA ASSEMBLY (FH.) TION BLOW-OFFASSEMBLY(8.0.) AIR RELEA,tE VALVE OLY MISC.F�TTNOS(AR>t) nE 1 rhE ✓ �md SEM) ."MUS/ BLOCK (TBA30,30 �a +4•Ttf�` ++ S °n hfOOD Y A VE. SERVUX EXTENSION STREET�R�.A,(J�� CIL I CURRLINE PRT PAVEMENT ,,,r — --,--_-_— f.7—•-►—r TORN SEWER - —T , TRM MANHOLE (M.H.) CW.TCH BASIN (C.S.) 0 — • ' SIGN POSTS • � 1 �21"o TREE9S SHRUBS —� - _ PHIIII 100 CONTOURS O 0 fg> 0 UTIL�ITIE�B GAS LINE TELEPHONE -BURIED T —•••- —..._�... T —... AERIAL —...»—••-AT—..__ POWER - BURIED — - -.. p _... _..._ _-....P - AERIAL _ NDTEBI CABLE TELEVISION —.._..—•••.CATV—•- — .CATY UTILITY VAULT -- {T_____-� _ _�. UTILITY POLL --•-•--a—__ _._� ___ 1. CC'II+.TUt�;'1'OR SHALL PROCURE AND CONFORM T'0 ALL C(INSTRUCTION 9. BACRlIL.i. nLL PLANTER AR BAS KITH AFF'ROVED TOI�80II. NINIMUN 6• 19. POKER, TP.LB?BONE AND TV TRENCHING AND CONDUITS 13Y ELECTRICAL PBLNIY,S REQUIRED BY CITY OF TIGARD CONTRACTOR TO NOTIFY CITY THICK. STRIPPING MATERIALS WT TO BE USED FOR PLANTER CONTRACTOR. ALL UTILITY CONDUIT RUNS TO HAVE LONG RADIUS L OUT Wpm AN'd ALL UTILITY COMPANIES 46 HOURS PRIOR TO START OF BACKFILL. BENDS. CONSTRUCTION. 0. 6• NDMINAL CURB EXPOSURE USED FOR DESIGN OF RLI, PARKING LOT 20. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR TO SUBMIT A6- PLAN LEGEND 2. ALL MATERIALS AND WURKMANSRIP POR PUBLIC PACTLITIEB TO GRAD EB, BUILT DRAWINGS TO THE ENGINBlA FOR SUBMITTAL 1,) TRE CITY, CONFORM TO CITY OF TIGARD, TIGARD NATER DISTRICT, WADHINGTON COUNTY, STATE, NATER AND SHVKR DISTRICT. IH ADDITION, COUNTY, UNIFIED SEWERAGE AGENCY, AND OSHU STANDARD ll. STORA EEWER PIPE TO BE CLASS 3 NOR-REINFORCED CONCRETE, WITH CONTRACTOR TO SUBPIT SUITABLE MAINTENANCE BOND TO THE - CONSTRUCTION 6PECIPICATIONS WHERE EACH JURISDICTION HAS RUBBER GASKET, IN CONFORMANCE MYTH ASTM C-14 SCECIFICATION,OR APPROVING AGENCY PRIOR TO FINAL PAYMENT. AUTHORITY 12 GAUGE ALUMINIZED SPIRAL RIB PIPE UNLESS OTHERWISE NOTED. 21. SSE ARCBITECTI)RAL PLANK FOR DIMENBIOIIING AND CONTI16tIA1I0N OF BID DOCUMENT'S ONLY 4/17/87 ?• ALL EXISTINGFACILIfIEB TO BE NAIN7'AINRL IN-PLACE B7 THE 12. OTILITIBR SBOf`.N ARE APPROXIMATE ONLY. CONTRACTOR TO FIELD ALL UTILITIES. CONTRACTOR UNLE&B•UTUERWISE BROWN OR DIRECTED. CONTRACTOR VERIFY LOCATIONS OF ALL, EXISTING UTILITIES PRIOR TO TO LEAVE 911STING FACILITIES IM AN !QUAL OR BETTER THAN CONSTRUCTION. 22. DEVELOPER TO COORLINATE AND PAY ALL COST ASSOCIATED WITH ORIGINAL CONDITION AND TO THE SATISFACTION OF THE ENGINBF5t. CODWECTIW; TO SEWER, WATER AND STORM DRAIN FACILITIES. 13. COMT'RACTUR TO FIELD VERIFY LOCATION AND DRPTH OF ALL 4. BXIOTING UTILITIES WHERE NEN FACILITIES CROSS. IF GRADE � CONTRACTOR SHALL ERECT AND NAINTAIM BARIti+"REQ EARNING MODIFICATION IS NECESSARY, CONTRACTOR TO NOTIF7 ENGINEER 23• CONTRACTOR TO REVIEW SOILS kEPOP.T PRE .RZD BY L. A. SQUIER C EIGNB, TRAFFIC WArSCONIPER CITY, COUNTY AND L TI REQUIREMENTS. PRIOR TO CONSTRUCTION. AND ASSOC., INC., LAKE OSWSGO, OREGON, 635-4439, AND CONFORM - SHEET INDEX ACCESS Y'0 DRIVEEATN TO BE MAINTAINED AT ALL 'TIMES. TG ALL RECOMMENUi,TIONB LISTED IN THE REPORT. M S. ALL lXIBTING OR CONSTRUCTED RAISOLLB, CI,EAIIOUTB, MONUMENTS, 14• ALL MAINLINE NLTER MAIN TO BE CLASS 52 DUCTILE FROM. 24. REMOVE AND REPLACS ALL EXISTING SIGNS, MAILBOXES, FENCES, GAB VALVES, NATER VALVES, AND SIMILAR STRUCTURESADSHALL BE LANDSCAPING, ETC., AS REQUIRED TO AVOID DAMAGE DUPING NLS/� . DESCRIPTION ADJUSTED TO MATCH FINISE GRE 01 TEE PAVIMEMT, 'IUEWALII OR 15. WATRR SERVICE AND METER TO BE INSTALLED BY TIGARD WATER COISTRDCTION. OODIA14 STRIP EMBREIN THEY LIR. DISTRICT. DBVF%OPFk TO ARRANGE PUP AND PAY ALI, LOST FOR NETER LMBTALLA:IOM. 125. ANY DEPEXISTING CONDITIONS / TOPOGRAPHY OUT PUD AND RBN(rifBC FROM SITE. BACKFILL SITE COMPACTED OUT 6. CONTRACTOR TO NOTIFY PRIVATE JTILITIRS FOR RELOCATION* OF TANKS ENCOUNTERED DURING CONSTRUCTION TO BE POWER POLES, VAULTS, ETC. 16. CONTRACTOR TO INSTALL TEMPORARY PLUG AND B.O. AT THE 3ND OF NIt --- WATERLINE FOR FLUSHING, 1;;BTING AND CHLORINATION. CLEAN GRANULAR MATERIAL. _ 2 ARCHITECTUAL SITE PLAN 7 PAVEDBAREAB D ROCK ALLNPIPESCTOIIIl BEDDRD WITHLL TO ON H MINIMUMALL Ir'D1CRU17 NG AND ROD 17- SANITARY SEWER PIPE TO BE PVC IN CONFORMANCE WITH ASTM D3034 26. DEVE' OPER TO AAR.ANCE FIJA AND PAY ALL COST TO ABANDON 3 ARCHITECTURAL DETAILS_ - ROCK BEDDING. SDA 35. ALL OTHER APPURTH,9ANCES AMD INSTALLATION 710 CONFORM EXISTING 8EMER AND MATER SERVICES. — rn UNIFIED SEWERAGE AGENCY STANDARD CONSTRUCTION SPECI- 27 CONTRACTOR TO f.OmTRUCT H.C. RAMPS AT ALL INTERSECTIONS. GRADING R DRAINAGE PLAN l•_-��__ ' B. C! AND JB TO BE SET SQUARE KITE THE BUILDING OR PAFtRIN: LOS' FICATIONS. WElRaIN rHlr L1E• 5 OVERALL UTILITY PLAN Ili. MARE TOR END OF ALL UTILITY :TUBS WITH A 2 X 4 PAINTED WHITE AND WIRED TO PIPE STUB. - 6 SANITAPY SEWER PLAN & PROFILES 7 STORM SEWER PROFILES '^ 6 PACIFIC HWY. / DURHAM RD. _STRIPING 9 PACIFIC HWY. LEFT TURN LANE IMPROVEMENTS 10 PACIFIC HWY. IMPROVEMENTS — 11 PACIFIC HWY. CROSS SECTIONS — 12 PACIFIC HWY. CROSS SECTIONS 13 DURHAM RD. IMPROVEMENTS_ —i -�'7-,-,None • _ 14 (DURHAM RD. CROSS SECTIONS � APPROVED FOR CONST14UCIION 1F - 113TH AVE. IMPROVEMENTS r'a �,, _ CITY OF TIGARD S� PERMIT NO.el,"' ._- SITE ADDRE3S,��_.�w_l�:f� 16 113TH AVE. CROSS SECTIONS 17 — 81'_ ��=�� TITLE------ _ DATE,� �..y WESTECH ENGINEERING, INC. 18 CONSULTING ENGINEERS & PIJANERS — 19 �.�...._.• � �- - - - - -- -- - � PORTLAND, SALEM, EUCIENE zU J.O. NO. 1160 21 22 --- - -------- - SET NO. Y►-..w..,Y i .,� y• � �' ( - -.. +...� .... -s- •- rr,;,A1.1 ,...."•.'��•.��.r.r�u�.•ra..�..—.,',r�,� ._ u••u''�����+ NOTE: IF THISVICROFILMED DRAWllIG IS LESS CLEAR THAN � 1121, ,i l2 E__�ll�iIiIi II IiIlIAl Il IIISII III1I�I5III1I�II IIIII�I -IIIi`I�I-1-I—IiI�-III_I.�_IlI_i IIiI�III�II141 II�IIIa.I�Ii I ��i IIIiIiIi I1IiIiI1i IIiIiIi II IiIUiIiI i l -- .- THIS NOTICE, IT IS DUE TD THE DRAW i NG. QUALITY OF 71E ORIOlNAI �IIII ulllll�l illhlll illihill illllllll illllllll illllllll Zillllll lilllllll Ulllllli illllllll illllllll illl�l�lllt,Flllli illllllll ili�lllll iiiliiii lil�hll ` iii!lilllllll illlllllllilllull lilllllll lilllllu lilllllll III Ill uulllll I�Illllll uu�ll�l liuliul iliiCiil JUNE 1 , 1090 --tow r._.w.1.rl•.l•ry�.e,_.r..r�.r.w►..r,....m..r..ww....,.a.-.,....,_.� ..J.__.-.. +�"'^`F_ _ -+�. -.-'+.r.-+----•,.••.-•,.••'..,--e----+-. --:*st.M:!�aesx�.--'•rrtr;�•--.-�'.srr .... :;..... _ �-T`zsw `xc::..-><-_. .--.•••,.Ive,�-�w.Iles-..•' ,r<, - .___.. ..-. - . .., ,,, _. .. ___`_" Ys• ---_:. _- .' _ -�IO�- ------ "�..�r.�.. -.._ ___._....., I� .7 �7 I ak la , , Ct • N 65°2.''40 E •A,. v 28 16 f-- - _ - - 3 ,e 1 " O ° JO 00 ` - - - ° . O � SW DURNAAz` ROAD f,6r NAT ;;A%SAVE • p - TREES TYP.VERIFY EXACT -- , ' \r I 'G • "�•rA_1+f �' r.,e`. '" -�- f .e` —• -;(— -d - ., ,. _°'4LI wC�~I wo 10s o 0 o\4LOCATI N 8 DEPTH 6�NR10R 41Nv leaf �t1 T \926' � I I CTO EXCAVATION . ? "i Cf .0 O v1p0a0W>— D a. 6* . 33 , °1A 18f 4 4 f 0 o•I' 2 P p\A O'00 25' °•df R, W \ef D °1a o6f0 ,f ole 1�f o .... DEDICATION 9 - -- f a 1A f o : ° r I}ry�` •��e ;a\ 1by°f R•f0 f ° ff o•1f 16 ° •f 1 j..r r L. T011) I. -----'Ill4 (-J °t c. W o t6 ` e e I I < 'f p . ° REMOVE --- A .,►' °v UNG. , f ° TANK S x _►REMOVE`A" - ° lob ! e `° d o\4 G a. 02e 0qe ( h , I { "°., , . c " w M aA ti 06 I II ' C ,�f ? a 0 f 1a�c f o 1e f I: , OP•,� V y at ,a ° 1 tiA §� 00 01 r �. •'i�� O r o h2 f G 01•f o N REMOVE — Ana, °°6f °\0f of 0: w z Z x H f f nf,» O W H < " • ". \� hr 0\A p3o S > GDVO .�� pA f r - \bfO a olsf 6� 0 J • k O,b. ° o A o1s f omoo °cc1o 00 I so' \601 \6 4 9 \• O\0 � , M��v/� ' ••q ° •G b• VJ o\2 n Y N '• O G o T / bq '�'► ° H 4H j r ��� x 0 40'R/W o° EXlot >' Ii q •r0 •1 rH0 1 • /�r I f f 41 o \2 b O • . j 1 0A f ,;NA,• /' / O Oe GH. 00 LH. pep , r .� O cn Ia- .o W •,, All,I * / b �\ o , 14 lot, 0 c R RIM Ie207- Y// / tf iNv�e0 S? CARPORT RETAINING 4 REMOVE O ♦ WALL A@ 1 \e16T CONIC Srl[D�.- '`` v'e1 •D!f' 01p C.� 1 •pf c, t • •f f = ol O\ ' / Rf[h O\ZP ° "1. ,f ° OP,Lp1 I 101 R/W I Ll _ DEDI CATION I ° 1 A(i �. 24"F o/ r 0+ v C L-J f \�\ ASP"A,T O 0 1i ♦ wE„ "ru5f / / / •i•f 90 5n U •G O b° PU 0 +\+•e / / / ,I IJ •\+q, /F//q1,YJ •fr h �\ h \ �F. 0 .9 _ • 0 \ 4' . • " •� O ` h Oe GNAVLI tI���ttlQLIJ Pnto f n110► ° e 0•A2 H O 0 0\ h fP b °\0 t. Atp\h Ofd `O a 0 7 ` yL As p\O 0\° 0fO2 GO- OO � .NY 149 P, \ 6t 'O\ — .II10° ff• i \'` oO OJ 06 � N0 iOWELL S\ahrF[ ,•1 `� A j r • ,�� • % /�+ ,,\4� \1'►6,ff _- . °\0 'p,0 f ° /Ob �, IN\ .'i61 `•\°I -.__�"�pf,H"\r .\._•,_`O f -- y!> �(17 W�z.- 7 WUA Dy a9O• itNs A 40 aPMOUSE ° 0 O D ° _ ° ,9 Pool C ) aWO \+ SAVE TREES f o0�i . 6 h; \ TYPc °p0 'A` H° •4 '0 __r J 't1 O ,,li •f ' I \+e Y 0\A•� 6' FIR5 IN ROWS OST' SW W000 CONIC te_#\° A. I I v N L W 'FOD •• 0 ` ° J DECK NDUSr - r REMOVE I A �\+ O �" `Af- . _`. ►0 f.D c^J .1 GONL4. f~- O CONIC O I 0 WOODn G�'. t AA'.' ° N I x N \+ego � `o f.'+r' •f " .f - 0 • f �" I • h h e F F Og49M *tie E f, p\•e"f. 9�'t. ` p o e REMOVE O O O O a I ,61 a 0 I I • • ' I IQ M N +e / •f +f- I BARN O A\eq+ I 1 \+,\1A+�� `fvS P. of F ---.�6 -_ _dQ2+•-�Gp• ,�f\0- Th-e.fDvf0O`•`y•'\ p\ °pf '�. + + `\ '� o ► <wOo0 N°720''LC ° b ° ° o -10 --- AO ' oJ eo B9°50'18•M 1049•H o o 0 NI7°9613 F*° oho 111 171 96 I SAVE TRE/ e: E S At fEt[ 40 Oa TYP. ° aciWn �G^» GRAVEL DRrv[aA. - �•__ Y rT --r�' // e.e;•y1,yU`•e�b a , T f - ,..t. V I t N WELL NOUS[ __ —.� y ��/ \ \1. 1 •-+- w- _�- J GRAVEL f. \ \ FOUND ' \"GH' 3e 1e ° -nc,. AA., r(Nct `=tt - \•�, I •^ Fy ~ uj \e T1 �A e,f 1 o tieq N 890 58 42'W 639.96' e•\, 40, i �>, / / I 7BY SPIT[ .N W EXISTG GRAVEL � ' � PP NDI3e9 / o i • \ INV 13903 ELEV 1807 - I 1 �� 10► \? zp ZP z° ° D/W TO REMAIN 1 ` I DA�q z W IN PLACE . 0 C (5 1 EDN ° ° ° ° °'1 MAINTAIN I NTM I N I �.• INV 9: � V0►f0 �� ' I � A2 10 IN T END vAf o oW ACCESS AT ALL TIMES . 1 A w 0 Ib 1 \ FOUND \f ShfO fA� a 1- I O W R ly+ \. SHE �' F�'• \2° - O N NO'lEB, - 4 + e CONIC REMOVE p r 0 0 a FLOOR `D.o r" TREES 1. 3UBCOM'MACTOR 9'O ARRANGE POR AND PAT AIL DEMOLITION PERMIT PBBB. � � •Ai q9 \c S c n nti .. w r r 4. PP Z / •e \e 010 " w1" C APPLi�E1 2. Aid, EXISTING RUILDINL6, LANDSCAPING„ FRNCRS, ASPRAL'IJ, CURBING, WALKWAYS AND UTILITIES TO BE. � Q REMOVED PROP THE SITE BY TER CONTRACTOR UNLESS OTHERWISE PHOWN OR DIRECTED. F .\�._ / . `� e'c •f 1r.. ,.1 v , cm cmERR7 2° 10�• FIR9 /, [ 01 Ar w•rn wl•rN 0 DOOW.00 F FIR 3- AMY SEPTIC TASRB EN('ObM?ERED DUP10," CONSTRUCTION TO BE PUMPED OUT AND REMOVED FROM SITE. LLI ( M MAPLE BACKPIL.- WITH COMPACTED CLEAN GRANULAP FlATERIAL. 0 ___ ___ __ _ ++ t B �A• . N 0 OAR Q Nut P PINE 1. DEVELOPER TO ARMNGE POA AND PAT ALL c, CB TO ABANDON ALL SEWER AND WATER SERVICES. d O \e _ © Z jO ' ^ry , TorrAAt 5. CONTRACTOR P, CLEAR AND GRUB ALL TRESS, SHRUBS, PTC. UNLESS CYPHERWISE BROWN OR DIRECTED. VA V / e+ I O '' r/ G GUTifR be 0` o' '� / + TW TOP eA L 6. CONTRACTOR TO STRIP SITE A MINIMUM OF 10a PRIOR TO PLACING ANY EMBANKMENT. Ui Q I e\ _ Z � 7. CONTRACTOR TO REVIEW AND CONFORM TO SOI L9 LeGINEEA'S REPORT (L.R. � SEPTEMBER 18, 2995). SOUIER AS f.JC„ INC. 3A Q 0\6 '\ N, 8. ALL WELLS TO BE CAPPED PER HRALTM DIVISION REQUIREMENTS. 0 (L0 , 9• - TRES,` THAT ARE TO BE SAVED. �\• ..tee' 0 0 q f 0 0.4 f •. li c °1'S/ •GH °Q 01A o 0 0 I \bq 61A f 01 •f \2 ." f •` '',, 40 f o leo\e f 01• O \0 0' i� f f 01 r\ O J "f D\1 f 1e f /._ \o N. "f 0° O\a ° °1 W LOCATED IN N,E 1/4 OF NW 1/4 ANC' F- 0 z 8yE °`j o \e° f e f f n N.W. 1/4 OF N.E. 1/4 OF SEC. 1'5, T 2 S,R W.W.M. ON 7a - f \o"c ;" p` 01a $ WASHINGTON COUNTY, OREGON ~ ,q4ch 0 / 41 1• p\f1"f• - ef bf ,•cb °°\efF' �,\ DOO\4" \d f.° e°Do��ff• o\ef. \eft:-- LANDSCAPING Q U,G. UTILITIES r .� " 0 W TO REMAIN IN PLACE . CONTRACTOR 3 1•'� .e1 ° „1 \1 "M `p r °\f1 f dela \f ° e. - TO NOTIFY M. HOME OWNER PRIOR TO f f f REMOVING LANDSCAPING OR PLACING FILL• t) f 9 6 F3 o _. ..-_O \'�`• 0\e f e e\1 O\g f f ° A o\e F 0'I G O\2& •p 3• ,('�0 f a 0 ,R° ' oA �\ \1 ' 000 1e f.\e�-- o,,(\ afi " 1A°D PfI L)FC T I-Fif ED o S IO NAL , 66 Olt' 0 o LAND SURVLYOF2 •460 \lE40 - 0 81 A0'b \AO\1 f1 \e f A"f 0 f 1 f p // SHEET to o C- a + oe\i f .f Ir LftllTlNY MORILR NOME! ��� - - ---D 'E 3 - — O o e O c •,F, ` f R F f eOF 1 '"' . - ° °� /LANDSCAPE LIMITS a°_ ° o F2 I G 0-N •e a + 01 f� f °1A"f 1\1`d♦�_ �0 Is f 0 of\y o \f.0__ e.`e1""'e . \ef 4 p \ a CI.ARLNCE E. BARKER _ B U 10 Is 6311, JOS NUMBER °\Z,; •'o�• _• - - 1 '� __ let -p'"- o _--. f - fN ,R _ ♦f I f L ANDSCAPING \q+• \1 1e ` 1a f 1-- - AT PUMP � 1 \ye' 26E 649.99 I• ,1\ -- \�q°a`. 1s 6 f °1w N901114 am I0, r � ... � � .q., '.,r 11It III III III III III III I I III III III I�I�II. III III III III III III I I III III III I I III III III I I III III III I I I I I�(I III I I I�I III � I I III III IIIIIIIIIII III VIII I t _ - . . + MUTE: Ir THIS MICROFIL1fED DRAWING IS LESS CLEAR THAN L --__---=1 ---_-- �, - ---------.--�--- 1 T J THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE ORIGINAL , LZ L 4L 1�L �£L-��L a t L II LE �1 � T t t�I I� A 11 9I 11L�� �I► FiJil.lro ILI DRAWING. ImImilmilim JUNE 1 a- , 1 990 . . ..- ,.. ..• Ars ... .r,»..,»,,.. ....,. ,,.._.... .:.:....._......,,...__...,... ...,...__._.»....-.._. ...'»aWMTR�,•li�• -..+.•--....r......,,,r..�,.,>.,».:.,.».... .,.. am►Lawar+W',..nmar.. ....,t... .. .._ ,..._ ..__ >Jmw,..s..aaRr1B�RERMtRRIEE+F°�`•.,•.trs \++vb,..Wlfseew.ci• .,wrr.•aol�l+ln. tm...,.,•vAm.-» A,.•�^,-A-'- � _... 7� .r ...,.,..,-_.. • r - / 30 _ N � DURHAM ROAD & s .o V 190 i - / PAA •C' � 190`'1---) e / /� / r-_ 186@ _ _ \� 4930 S.F. - _- _ - F. F. 184.70 1�e ( 186 '. �e 1@4,1x2 - 180 176 0h S G r.L - lgr \ I84 03 �� ks 00 FU( IEPTH CURB TVP - � _e"� ��• '""�� _ es��_ _ _�-- �- � PAD 'D• 4H GSR* lbs %* 9 • �, W ckUo 0 ti - - Iv 5000 Sill O � ^ ^ •°/ E*t a ( SK f F. F 181 6 c 18,3 • / F? e00f be•i115 TO- -• 0•V(IgNr r.uu cue. / I EK TRUDED CURB / 1 0' / ----- I 1 I ' W 181 - - ------ -- 18 � p I I!6A•1 � I � ' ' --- - - ----- - - ISO JZMOUNToBLf_ CURB Trp ;0 N FE Q Z Z O H i > c c v o '/� 170 9 1 �.+t�� MOUNTABLE CURB INV - 169 4 1 T r P � 1 Q i � ry I- a. / W ----------- j 1 l ' j 4C;#k �17 �/ i- t i ' - 2 1 I _ (.P R =165-¢5. _ / J a iNV IS - - - ---- -------- -- - ----- -- ITT ------ i mm R:111 65 IN=16 3 15 - __ - - 1 � Nv TRRU 1 1 Nv IB OUT 162 45 LL 166 0 Q ) J/� 255 S 606 ; 1�6 --- - -- ------- -•- 176 --- 1 M I \ 00 II, I PIPE I 1 \74 f - 172 r / - �i I 0 ST S S pq = 6D �O 175 -- 5 U 50 o S S r IG 1$ �- ,;. ° 1 , /e C R t 1 .,yM+�,.•ww,,.,Vn,f!O ¢ a .. �„� .. • \ � M I 00J o+�"' �« IHV : 173.17 rQ 1w.t �`<;: #' RZ t R . If 1 J^ J 'x .. k I oi.r. • tsl.Wl. w Wow,s i�`Q;>��i / go, / F.F. 179.7 17a «, 'J 0'. �. ti 1J PAD 700 r73 -tiA S•' Nv = 175.0l�J 0 C� liLJ ar LU L.___- --_ . NqU `'�� A :p �. INV 175 0 INV 17 „' r/ 3000 Ql . a:, � l\ l-J I C I low ;ryV 6 S I G E79 03 �U G9 R .0 O COORDINATE W/ ARCH S G ELS= 173 33 1 1 V I '' '`�' JT ' PLANS FOR ROOF OR AIN F. F 174.0 1 O / 1j8� _ 50 + »x-'30 •r SSS as / CONTINUATION TYP \ SH S MAJOR I � p / ))MAJOR 02 INv. 17� 0 � 6000 S.F.i.f. 1 s F.F.�176. 0 -� S G EL r 175.33 30.015 6.F. INv n1 5o I I e y, � 1 �r 177 16.590 S.F. Ii.AO V. F. F. 17 5.0 a � ,.. �!t M 2 ^ F.F 17 7. 0 ar; aa„I .. S G EL = 174 . 33 .; % S.G. EL. =176.33 1 r F. F. 175.0 ' - 10 172 S G E L 174 33 ' � a . a 171 1 n iq �e /j C NV 171.00 M^ ,..• NV 170 J O O sfl rI 5 �R: Ir - INV '2 60 �. INV 171 0 „� _ • NV16 9 J 3 b INV 16845 - - C8 R s ISy.6Q / I • on, 0. �2. S }q.6't°To c ISO r f 4 f a e� » r IItY.•. .+' 1N V. +166. SHOPS •A' sr •'r 168 �z s S $:/30 i ,� w> ''� .; ✓i111AMMrRYsw�i�Mr�' 1� � + � <O�' � t O �p i M H R = 17 •• 1 t 4• S s I!1.2 �e ` O 1 , INV. 167 55 • �» " to 'Fe0. 't'it %4 / ^ �/n U o /// ` l o`O ^d \1 %� _ ..�,, w �a t: 3 dtJ►IN C• R� t13.A F H a; • td 6A) j t+�str ,G, fN=i�i3rt �. . 174 1IiG IN + .O I t ,o 17 2 _ f o 170 N 168-- 166 68 l 21 ST S S 1 00% 160 m =Nub MH R 158 0 INV. IZ ►] - INV I IN 149 90 IA.V 21"7H*t/F( 5 �! / V 154 Nv 21 THRU-147'55-- \ ••4 t� _ 11 1 cn Q 1 a j W N O V 165 5U * r �- \off T_ _ N \ � � 720% I__4_. 4 Mr 8602 - a ..� 169 �, - -- _ �_ - SFE ;f1T _FOR PROF11. --� INV 36 Ih- 153.10 INV 36 Ou- 152 80 w INV 21 IN' 140 0 6 'f ises 11NV 4NV 6 OUT I.34 39464 i Ll co ti�\ \ V p CURS- , oeor cuA• 1 7/w �yv Z 45 /To CWT !Tr'• ti O Z Z T z 6 0 a u , 66 0 •w \ q '�/ 2 0 w a - - - -- o O ft%ATE Cu��NO DETAIL MOUNTA9LE CURB- _ _ `. \ r 2 - I/2" A C PVMT "-'4„4� Q / ''�` MT 6 I-I/2"- 0 CP AROUND PLANTERS ONLh f ° o MAJOR •I• a ROCK 1 A o e C7 a 69 50.025 s.F.) �,. ' ' �"� c ¢4 8/1RS CONT, T f ESTM W Q F. F. - I. ? I v e Q. IF CuRe 'S A GUICFIIJ PLACE Q a Z s 59. 50 1 15® a p C `IQ oUF.) Q a o/ \ S G E L - 168 83 A C PVMT, 4 ,ii- ---- ( _ r• Q 6, 2 a / SLOPE • pcc �C8 R 163 00 \ �.\ 63 �-- c, / . + ' COMP.4CTE0 6 W Q Nv 60 5U t "I r - G M.P. SLOTTED SUBGRADE 0 i IX ad 11 ( 0�0 3000 p f I DRAIN 0 CONC cc '�`GR ROCK 0 BEDDING _--ASPRIALT PAVEMENT SECTION (LITE SfCTIO(� U ? $O / LC NTS ° Q 0 cl \ ' G EL = 163 93 1 - �6 1 ~ N SLOTTED DRAIN DETAIL -- II "P1. 0 O a t 4 F.F. 164.6 \ \ e 1�z">�. - -- O /6 _ 3 � 57 5 3 PADIt a INV 165 00 NA@3-1/2" AC. (2 LIFTS) PVMT - _� o �• ° 6" - I I/2 ' CR / FULL DEPTH CURB N J / / cB a 16z oo �` ----� ROCK / ROUND A C PERIMETER e - 4 6AeS Go1JT �. W 4000 I --- F �f N O T S.F. NV 159 9 \, 16,2 I _- _- 53TM E• AE� (D l A , .e REQ'O 01.1LYI F ,6• 5 . � } r \63 �- �1,•' �''' �� 1 ''' � '9 CuRP� IS POu1R IIJ I I/2 RAD. _1.1_ - - PUCE) �o `.' I 4L EIOK; TACK COAT _ e Phase Li - 7--I B. STs / �_/ - `� S 7.I s1 oi' NORTH �. 14, AC U• NOTE HEAVY SECTION GB R 19.9 c,4 l D _ z 5%e ,\•\ CB R 1630 G.B 8,133,3 INET.TARV �r I .� ..� o o �� �o..�-- Y AREAS SHOWNIr / "ell s - 1Nv 159 3� 'O�• INv. TRNc, 193.30/ �� �� \� L SASE ROCK J' • ' / a a �,F 6. � _ +B" ST s s 1 ou°D _ _,,....... y �� S,CAI-Ee )1=401-0' u _-_ D,, SWEET J __ � _ _ _ _ _ _ _ -- _...-L•-.�- - - - - - _.-� - �-• • -- -. •�T-'=�- •--• -.•_.�- -+- ^_ -.�.r-••�•_ - .- � ��� 1•,1 \_ 6,. 3"- 0" BASE RK OR I -I/2.' 0" � Ih0 IES -- 56 ---- ----- 1 -- /- TRU EA C B DETAIL, COMPACTED SUBGPADE OF 56 f 15a 152 ,�r� N T JOB NUMBER --j56 �--_ --� _ --�SR �"`� _ _ _.` __ ' _� ASPHALT PAUMENT SECTION - (NEAVY SECTION► �- _ -� - _ _ - - (.! 1160 Sl. - -�' - - ---- ---' 15'1_ a ) II111IIItllllll Illllil hill I IIII111 IIIIIII IIIIIII IIIIIIIIIIII111 IIIII� IIIIlillllllllllllllll! II111� IIIIIII Illil� 11111 I III�II� I���III J',1�1 IIIIIIIII IIIIIII IIIIIII 111 111 _ MOTE: IF THIS C:EA )THAN L I � I ��-I -jybo�•1 I 1• �_-I I `j`l�� -- � - ��` -��� I A. CRANING IS LESS (';.EAR THAN THIS NOTICE. IT IS DUE TO THE QUAL 1TY („ TFE ORIGIIJAI- T T- � DRAMINh. )III u�iliii I�I�Ii�I�cltlll i i 11 iullili iillllii l;liliil lililllii lilllllll iiillilli illll` !Illi iilillui�illll�iiil!�IN 1�film,!II I��`iililli1illllii�illllirl II Illlu�lllill!�III illlli Il►Illiulilll IillluiTulull illlllli, ►��ir�i� , 4: I I JUNE 1. , 1990 i s •r WATER Nares: �. 1. NOTIFY TIGARD WATER D1:TkICT (TWD) 46 HOURS PRIOR TO \- 1• COMNEMCING CONSTRUCTION. ALL CURBS MUST BE IN PLACE PRIOR TO INSTALLING WATER MAINS. ' � 1 2. ALL WORK SHALL BE IN ACCORDANCE WITH A.W.W.A. STANDARDS. \ 3. ALL WORK WILL BE INSPECTED AND APPROVED BY TIGARD WATER \ �\ DISTRICT. 4M {. FIRE HYDRANT ASSEMBLY CONSISTS OF 6' MJ X 6' PLG THE, 6' PLG »�4 Y NJ GATE. VALVE, 6' MJ X MJ HOLDING SPOOL, AND MODERN MULLEN r t- F- CENTURION FIRE HYDk/fN•1', A-442, 6' NJ, 5-1/4' MVO, 3-PORT (2 2-1/2' MST HOSE CONNECTIONS, 1 - 4-1/2' NST PUMPER) , 1-1/2 �� _� \`_ Pn:1T OpR NUT, OPEN • YT " , COLOR: YELLOW. e _ -_ _- �� �\�` 1 Zs 5. FIRE HYDRANT SHALL BE INSTALLED UPON PREFORMED CONCRETE ` BLOCK WITH 1-1/2 CUBIC YARDS OF CRUSHED 1-1/2' DRAIN ROCK. _ _ _ - - - -- �� _ TAR PAPER WILL BE LAID ON TOP OF DRAIN ROCK TO SEPA14ATE ROCK I �}� � � HA ROAD FROM EARTH COVER. <- l \ Vim.. I r 1 -- I I u 6. POURED CONCRETE THRUSTBLOCKS AT LEAST 8 SQUARE FEET ITE 0/ �� � G° 3 �\ ` � -� _ _ � �na~� I W HEARING SURFACE AT EACH TEF AND BLOW-OFF LOCATION. dc 7. 36' OF 3/4' MINUS GRAVEL COVER FOR ALL MAINS. / �� PAD BCB �I `J _�„ 1. `-q 8. ALL SANITARY SEWER LINES IU' LATERALITY UR 3' VERTJCALLY OY / By w Sfk I METER \ r� `TO► S16N -_ - - - - - WATER MAIN SHALL BE ENCI SE0 IN CONCRETE 6" TRIC[ 10' :ROM / l I - - - - - - - - -- - - = -- - -- - - - - - - - CROSSING. WHERE CROSSINGSFARE NtCESSARY, THEY MUST BE MADE / W O 4950 I _�� _ - -_- - - _ _ - T / /� 4 PWR CONDUIT "COMMON TRENCH jJlV AT AYPR^XIIUITEI,Y 90 DEGREE'S WITH AT LEAST' lb' SEPARATION / -l � ----- - - ---- -- BELOW WATERLINE. POwER,TELE 8 Tv j u - e Al 15U R 1 HOUR WITH MAXIMUM LOGS C. R = 184 7. N CGMMON TRENCH 4 PwR I tr sr r \ -I METER b0' \._ I - ] TELE C Oi 9. MAIN SHALL BE TESTED PSI FOR H MA POWER, PwR TRpN;LORMER OP 5 PS 1. STATIC PRESSURE - 100 PSI. A PRES5 RE REDUCING � / / INV IBI 00 I 1 - 4 PwR C I y"D'@ 1 W VALVE WILL BE REQUIRED AT EACH METER LOCATION. TIGARD WATER / -- ✓!'.• / I TELE G PA� ro I `' DISTRICT WILL INSTALL REDUCING VALVE AND WILL HE INCLUDED IN / 2 TV C I 1 I Q THE COST OF THE METER. THE DEVELOPER WILL PAY THE COST OP / / �/ 2000 S.F. IOSK METERS AND PRESSURE r.EDUCING VALVES LARGER THAN 1' DIAMETER. / I 1 I ) ' 0 10. ALL PIPE AND FITTINGS WILL BE C•EMEN. LINED. PIPE Y'ILL BE / I` I Z DUCTILE 'RON, CLASS 52. 11. TIGARD WATER DISTRICT WILL INSTALL ALL COPPER OR GALVANIZED 1 FOR 1-1/2' AND 2') SERVICES PRIUR TO BLACITOPPING GP L ���0 W 18,6 I I Q STREET. L HE IRSTALLED BY DISTRICT UPON v / I ' METERS WILL INV 78 00 I a d INDIVIDUAL REQUEST. 3\ // ' ♦� W r ti J 12. PRIOR TO CONSTRUCTION, CONTRACTOR WILL. ADVISE TWD OF' TOTAL / C 0 R: 160 6 - I s I T CONSTRUCTION C06TS TO WHICH WILL BE ADDED 1J PERCENT FOR / 6.06 I U DISTRICT INSPECTIONS, WATER L063, OVERHEAD, ADMINISTRATION, / ° nv 17 A��II 6AMPLING, ETC. AND 2 PF.kCBN'i FOR ENGINEdRING REVIEW, v INCLUDING 'AS-BUILT' DRAWINGS, INTERSECTION MAPS, UPDATING / V ID Q = = C I MASTER MAP, ETC. ll// l sISN Ill- W t t 13. CONTRACTOR TO ARRANGE FOR AN) PAY ALL COST REQUIRED BY TWD / I x > p Q u Q INCLUDING METER FEES. C 0 R 178 B / ✓I I INC : 174 79 I 1 - 14. ALL VAT'EN SERVICES AND METERS BY TWD J' TAPS BY TWO. 2' CD I TAPS BY CONTRACTOR AS SHOWN. v 15. CONTRACTOR TO COORDINATE WITH TWD WHEN CONNECTING TO I I I EXISTING 6YSTBM. MAXIMUM { HOURS SHUTDOWN TIME ALLOWED. NOTIFY TWD AND AFFECTED PROPERTY OWNERS 49 HOURS IN ADVANC I � I OF MAIN[-1N►• SHUTDOWN. 16. 10' EASEMENT FOR WATER MAIN AND SERV;CES REQUIRED by TWD ~2 �W I � ti UPON COMPLETION OF C'ONST'RUCTION. C 0 R 177 5 1 O I I INV : 171 07 C 0 R: 176 2 1 INV 171 36 SAND/OIL / 4 i SEPARATOR s"sT s J 00 REASE TRAP B PIPING / STOP SIGN O BY BLDG CONTRACTOR MN Tp let 2D _ _�____- _ r•• ISEE BLDG 0RWi'S1 I R � 174 4 _ - ' CO \ C0 INV B•'IN : 47 4.0 B OUT ° Ib 7.30 gi g __�v-- � �...i�/ - 12 ■6 TAPPING TEE W/ T.B �� ,.} - 1 RT GV F H ASSY-30 RM S74 512 ' _ _ _ I !EVENT R : 1 6 96 r S _- Ig N 1 Z y 4 • / INV - -- -- - - - - 8 S $ S 0.4 0%� - - - - - - - - --- ---- --- -- ii �\ INV R IN : 11( 30 ` «_ INV 8 OUi :If S. IO _ I 0°i A 'Ot / - 4 -- - - --- - -_ - - 0 t I e S S S: 0. 6 0 $T i5 ------- --- . 17: •A I / ° n -R� A RR TR�i - INv. 16B 90 ' SO ° \ I METER I uj w SERV // T9A�. % '^ ��^s ,,,,, _ @@' ,D .o " i N Z gr T w D PBD G 0 1600 ` '0 ` t0 7 34 w = = Ej 0 4Y ~ \ 0 4" SEWER ey SITE CONTRACTOR C 0 R • 174.OL - - / COORDINATE W/ @LOB DWBS INv. INV * 169 6 I 1 U / S.F. N C 0 R:177 0 C O R 176 O t c O 1DO I O 4 0 / O NV : 172.0 ---- R 174 0i S S C -N ° CO R : 177 0 IN : 171 0 INV : 170 5 / S ;7 INV : 167 50 4 1 0 ° I SHOES Y SHOPS 'C / ° �► �� - --GREASE CO H:177O � ; 1 Q INV : 169 75 I IIS MAJOR '7' 41000 S.F. I 1 / / • �1� LJ�Aa ► I 1/2 METER 30.019 S.I. 1 2 TVLEC C 1 MEtLR I6,590 S.F. 4340 111P.F. 4-4' PwR �• I / 4-4PWR - N / CONDUITS I �I 1 TELE C CONDUITS N 1 • • I 1-2 TV C ; I '" O . � � N • 1- 4 PwR C � a3 � 1 b • IO m COMMON I 1-3TF.LE C � TRENCH 1 2 TV C -- I u 'e I d 0 4-4 PWR (Ir I 1 I I N b 1-; TELE C CONDUIT$ I I I f .► 2 TV C I vW1 2 METER- �{ fl •+ w O 2 METER 1� COORDINATE w/ARCH I n T I V « - • / PLANS FOR DOMESTIC ; I q@ M I I ^ P P. TV 4. WATER 8 FIRE SERVICE ,N I NG w 4► �0 ,S: CONNECTIONS TYP II eN0 PARKING - •"- - --- pARKI 1 t ° 20 SHOPS BA@ Z.. I o NO PARKING - - - - @' NT G { J `�' O C O STs �2- 3 TEL[ C / a T70t `_ W/L STA. 10f20 '" » - Qp Z I @o ____ W N I r+ I 2. 4 TVPwR! C 1 I F W R 1=il / H 0 t / 0 8 90 BENDw/Tg _.._- _ '� 9 I / 8 GV - $ kA W/L $TA 5>`17 4 I - COMMON TRENCH I 1 I M W W/L 5T.1 10169 I I-4 PwR �- w TA 7- Il ti .r ' . C E B. TEE w/TB .+ B TEE w/tB rL - -- - - 8■6 TEE w/T 8 � I ! I I yfW 4 - c L- - .- -� _ - FH ASS r-16 RT 14 METER -'--- _m. 11 I , Ir _ .8 o I W/L 'L o 16 ' ' w/�5TA. 17 j I7-CU' IN - �" g 8.8 TEE w/ TB 8 3Fv- w A M �`ER I d' / W/L 5TA 11/60 B■21PT TEE l 8 8 FV S. 18 $S IL PI I B a ?`O B••S ' V BY 7 d o _ ,V LU 1- 4..PWR CONDUIT (1- 4 PWR CONDUIT SIGN s, wO �� 2 w SERv 8 METER BY Tw 0 I- 3 TETE CONDUIT .,t TO NEW P P 8r D G E �I ,V _ 1 -- --- - / 1.4 PwR C 1. 2 TV CONDUIT �L�t�E[0w�t 8� •t ' 1 I A x^ 2 b• `�- 2 -3 CELE C (IN COMMON TRENCHI 0 ■2 IPT T I _ t-� -•- I 7 T V C 2 BRASS GV W/PLUG 10 w/C 2- - --- - - --- ----- - +I" IT g -_2- W SERV- By TIN D 'r -- -• ESMT $�E - - 4.4 �I-3 INCITE u COIvOUIwR 7 2 7fCf C I ?.' _� w L STA. 15fJ8 TELE VAU Lt - 127'AS? ■ 30 1 TYP SAND/ OIL 1 i SEPARATOR F H A5$ r - 15 RT / M S �0• 1-4' pw V C I �- DOWER VAULT - ( 6 A96 ■ 72 I TrD ^ 6.6 TEE W/T B I � / RN Sr 1 R C TV VAULT- 1 A SAI TyP r l YOf 08 I _ IIcr T ,N„ B "I �� COORDINATE W/AR'H PLANS z I I I 8 Dry 163, EXACT LOCATION, VUMBER Br _'Y/L STA 9f 35 8 ■2 IGPT QW U7 . 163 j3 SIZE OF CONDUIT FUNS, TRANSFORMERS METER @ Si W/ PLUG.B 22WBSEkV BV So' ST 9 1 I 0 / ---- _ ETC ITYPICAL) 8FI S Br T-W.D- I IO S DOUBLE OECTOR CHECK- UNE �- -- -- - ---- -�- V-- -- - - 1 I W AS$EMB Lr w/REMOTE w/L STA 9120 8 tEE I W S ESM READER OUTS,UE BLDG WITS '^ / I TYPICAL ALL FIRE O1 - L / b SERVICE LOC_ Z W a II Q W Z / `> POWER TRENCHING POTOBI SMWER NOTES O Q 1. ALL TnTMER TN[ENCEIts; BY ELECT SUBCONTRACTOR. I. M-L N►TEELLLS AND MC�NAiNIt TO COIIPORM TO UNIFIED 8E11ERAGE Q 0 a. A"PGY (USA) ETAWAMDE AND MMMIMMMPM, NCY!'IFT UEFA 48 4S Z 2. C001DINATR WITH PAGE, ACIIIC NM BELL AND CABLE TV FOR 1 1-3 TELE CONDUIT MOO" PRIOR TO NMOImI" CONETM0ICTION. � I- 2 TV CONDUIT EEINVICE CONNECTION EEQU.EEMENiB. _� J MAJOR @�@ YI I IN COMMON 7RENCHI 3. ALL MA2UlALE/MOMMA"NIP .`ON TREWCEING, CONDUITS AND VAULTS 2• COMACTOR TO ARRAWR IPM AND PAT ALL COST REQUIRED BY USA. f' f- / IP (r TO SE IN CONPORNANCE MITE RESPECTIVE PUBLIC UTILITY yj 7. SANITARY SEWER PIPE TO BE PVC IN CONFORMANCE MITE ASTIR D3034 R000IREMER?E. Q 5. / / 9 BC1,026 S.E. ?•' CL 4. ALL CONDUITS TO HAVE LONG RADIUS BENDS. 4. S10, 3MAIN,INE SEWER EAiiiEMENT RNQUIEED BY IiEA UPON CONPLE:ION rW� 0► CONSTRUCTION Q Z / / o O D In G' S g " �Z W Q S: Z 2 J C.0 7.17 0� \ ryV , 0.160 ,° i 3 (.7 J 162 / YIM n.cr </ -.- - - --- -- - C] U i-c W �-- COORDINATE W/ ARCH PLANS I O b ` \ m FOR SANITARY SEWER SERVICE 90 � CONNECTION I TYPICAL) ^ -_ -,_.-♦. sw_ ,R ^ T, q « w 3 0 s B ( 10 ` ., PAD T s b z III nN r N GASb- v I o r 1� 1 2 % w ftty „ 4a o PQNr[� S.F.'E' MH STA 6s<6S / / �! W/L STA 6� 62- N ^�G R: 163 0 d■6TEE. w/TB --- I ' S__ v METER ;164 h• \ NV 8 IN : IS7 90 / _ F H ASS r- 13 RT Y jw0 5 CO R 1L0 OO NV R O T : 1ST' GO' STCP ;: �,,� / go, W/L STA 6f 51 h lIBN / In ESMT ---- B e45° BEND w/ NORTH ' POWER/T/LEdT.V. TRENCH LTL. 10 5s --� s MH STA 3t 40 4A_t , U 2 W INV B IN 152 60 �,>/W -_ _ - O N - - _- - _ Q / , - e $ 5 S: 1 5! r IO w/L ESMT TrP SHEET INV B OUT:IS2.e0 Iv . �� ,�, - -�•�-T_--- --- -- - � �. r ^ z -- S1 J - 8 D I.w/ _ SCAI.Ee I@=401-0@ rl�/L STA 01, 00 I i -- - -UT IN 12■ BtEE w/tg - i-�=T- -�- �IQE' --t _ ►=► -. _.- - • - - • - -• - OF w/L STA 6107; y �T 8 SFV- $ 112 $$ IL PH •i TELE 8, TV IN -W1'L $TA 3>f'16 -_ 8 45°14ENo W/ d /' `� $T�22- B . 6 TEE 8■6 TEE WIT 8 1-4 TELE CONDUIT T B 'a8 NUMBER COMMON TRENCH -SKFL I-2 TV CONDUIT 116 w/TB, F H ASS r- II -Rt w/ CRUSHED ROCK F H ASS _ 11 RT w� n 1 IIIIIII IIIIIII II11111IlllJill VIII II IIIIII�I`III(hI�IIIII�I IIIII-I'IIIIIIIII V III�Ijlilllllll I,IIIII IIIIIII �IIIIIII111�1 I IIIII�I Ill y l J1I I II1111111 1111111 IIIIIII ��I I�I • NOT1=: :F THIS MICROFILMED I 1� I 2� I .-- 1-__--_-=1 I �1• -__I vL-- I [- �- I11-{ - �--- _ ��I---I 11��7 DRAINING IS LEFS CLEAR THAN T,415 NOTICE. IT IS Of'E TO _ �- Fill TFIE pUALtTr OF TFf ORIGINAL £ Z Z LZZ 4Z P!LL L I'L L T l LT I T TT [C 8 8 L 9 9 ► £ L �4, MDRAWING, IIII IIIIIiiii iiuliill ili�li!iili�iiiiliiii riiliiiiiiiiilliilliliiii iiiil iiiil lilii iiiiliiii iiiili�iil,:;!,iii i�i� ii�i�iiiiliiilililH�,i�ll1l' Imll�ll ll;�I�I�iI�IiIliliiliiiil�iii iii!i�liilil�iliililii ll�ili�ll iiiililii iiiiliiii iiiililli iiiiri�l1 lil Y JUNE 1 : .Y 1990 � �= rNNRe@INNNwwr.B.rrz ,.rw.BBrnn.... ..:,w.>�■rl..rw.. ,.... ..._ .r..._. i I I e MN • MV.1 iI0 = 167.40 INV. VOUT 167.)0 't 1 - 4W14 c {1{r C.0 STA 14o$90 -- - c r J `--- V I - - � + •�• - -- _ �_J — " �_I R/176 1 INv 'INV Vok-T INV � IS.>>6 I � /" 5.1. $• 0.�0% � 6' S. S S/ O.60% C 0. STA. 20-7 S = o - r NO PARKING Iv o NO PARKING u' 4.171.02 rlINV. ■ 169-90 H YICA \ Y. le ♦ N I VW. Q Ilk 16 ow C 0 R- 17 7 O± L_J 0 -J 0 LJ •� , IF INV 1 161 50 — W R 111.0 `�° , � w c {1{r C.O. R� ITS Oi I � T• INV. 1 161.6 1, � 1 FOR 1 `� • INV, 1 172.0 INFO--SEES UTILITY AP ---� C.O1 7 4.0 1 TY PLAN 1NV. 11171.0 . R 1 of SHOPS 0 �� O Aw �SIIOPS� x ; 3 141100 SJ. MAJOR Or ) TELE C 0000 S.F. 1- - — - r c {1{r ' • i 6 �I.1/2. METER 3"?v S.F. 1.2 TV C I ►6iTER • I 111 + 40� I r rL --14- _--- -�1 f 00- I O -- _ -- - - -1��--} -- - I$ 20t- — -- - 00 -21 — yl O r_ r N 0 i 4: 190 _ —-- - 16 5 YI - 332' - ' _ - 2 50 ' - _6 �`r- 190 � = c9- a. — --- - �" _ I SHOPS '/ � ° s,lr,. �� OC °'i PIPE I o u�i a ¢ Y 186 CI �t = > o o a o M A mc {1{r -- - - - - 1� — - ... -- - --- - — - - - 1 MET ER 182 - t --- -- --- - + � O 178 �. Z W - + - �--- - - -- 17 A" SrA / JW 00 gh - - - - i 0/' ' l9-]. U ' U G(�OPbSE D F \ r OT , a, 174 — o ------- 6�•7? 1 — --- 174 R* M ' _s 170 '�` 0 -- - - - I ---- — - - -- ---- -� - -----— 1 ? (I F- �,� W 8 , 4.4 5: 0,40 /o 166 a" IN Ilo•T 40 IAIJ. "GuT= IbS•lo Iuv, 8 TH C 0. : I IPS, b INV, B'OuT =Iia'1,3o 8OUT :IAB-o 0 ' 162 _ -- --- - -- ----- - - � _..` } - - ! ------ - -- 162 m I by 6- q I I s.t. / t W:fG N w 1 " w s � • r9- I ._ V tQ a ♦ h mal- ---- —--- -- _�_ - --— `d1 0 O in in CL Y Ih I O D / 1¢ N N O p "AO ��� i C) 182 — - 3 171- w o Z ---- -- - —- - -- - ---- -- - -- - - - - - - - - - -- 8 2 0 �i a I / s = N ti / S.I. • WN :ITA. 67`61 / ..I.r I O F i ►J ) 0 y 1 METER tM'61 1W. •., M•IS7.1 ,. 1` u „ �Z s C)= .ro. "° ' C.O. "' ,�°.p0 �µ IW1l .- ouT/ 107. 176- --- . -323' — a - 17 345 ' - - - SIGN to Qj — --- - --� \ N N „ • ''•. 174 n ppm_11T 1 6 f ♦ _— — -- ------- - I — -- W - ^ n N t _ 2 174 CU N . EE /T,@ {mew _ - - 75 - - / 12 ►^�`• S 12"S Il R1) ''~"'~'�'"�` " -'--` " TC.I_! DTV. In JILL- T I! STA. Of 22 /■i TE[ C'I4WON TRENCH -1rtr'E " /.6 W/T/, f N ASS'r- IS'RT t5• V w/CRUSHED ROCK 04 170 ------ -- - -- — -- - — -- I 1 PROPOSE PO�if A F C. - ---- --- --- - - - --— --- 1 70 W (L W ORF- �3'30 GRMF_G>: 15' DIA. - J 1 v' 'I"• O."L5" 1 I w w - -- - N —- — --- _ - !166 _ d QLL ^'J 0 2 3 I 7 I 162 r J_ 7 162 cc w 3' �n I AJ , 5 5 �'I -t --- - O 015 1583 o -! INV 8 Ito 38?3 (, 8' IAJ Ila 158 i- uv i pipli" - � ',�j _ 1 w Q cr az W 00 0- — - 54 / Q Q+�� I INV B'` IN= 15�: O Z Q W I Nv• 8" OUT'15-1j O ♦h 11 150'n 0I o Vo jt W i � — - 150 0 ° >- eo IN.1J, a~3" IAJ x 9-15coo - - - Q D cc INv. b' OUT - ►SZ.40 O Q Y9- 0� A 146 c, �'' ~ O dei -- - --- in z w Q 142 { —_--_ 142 I I 138 6 S F� ---f -- --- - - - � 13 N E T t - --- - ` EICIST'G 8"E: :138,611 4' EX16T'6 8" OUT 5,:138.6 INq. uE W 8' im- 1�8 So ' �— 134 f00 1 2 3 _ ...- — -L----- 1 J019 PIIJ �. 00 — --- -- - ----_ 34 6 T 6 9 10 f 00 1 I __ 12 - ---- 13- 1160 a.. "!f' X71 ;,1• r.6=i �:,. 1, . - ^+���"•�>�_ �!!/'"1R^ � , . ... ' P, I I --. _ .... _._.. _._ -a-... -. w..Y . .... -- :.YrwMWYf...'w.w.. ..:.• -.MYOWw w_.A�-W, NOTE; IF THIS MIROFILMD (I 4 DRAWIG /LIS LESS CLEAR THAPI • -'�` ��r�"�..,. -_. ��•�r _. T)IIS NOTICE, IT IS DUE TO Ila ro Am Tl# QUALITY OF 1NE ORIGINAL • ���� ������►��;►�►I��►i L���l���L�L��►�Ii I i [ 1Il��I���► I����I��T8 I�B����I��►�I�L�►�I�������p�►�I�����9�►I���1f1I �11 111 I 1L11I►1I1 l>rulURAMIN • £ Z �� �iZ���1� 4ll IIIII �k JUNE 1 1990 r . ....,—,y.y-,ar+wi•rr•• .-..a.a._..ww.w.—.•...,..-.-...-..— - .. - 'AIR{IRS."5Yi1..4iPTi•+.J'c7reJ mr'.......rdPwn.. -.•.7ou.+:r:.• II T \ I , FlIPE --- - - - - -- 1821 I --- --— - a N ,\- - - -- --- --- -- -- - _ 178 ,;i W \ _ Q � I l=.0-,. LPI E uj D,1, PIPE 1 12 S ` 9'0 •--_- I 170 -- -- - C,rt, = I 5 .4 _FIT I - I-�� i - - I _ 'n 1WV' -19 I = 11! e`, INV,:I Z^4-3 1 ! l of hh�a� coo s C.F. R=I 4,o I 1� IJV, = 1-71, to C.e. 1-13.5 I C. Fi 1"13.5 - - -- -- - -- IIJP.- I ,7A 19 , il!c9,too 1 - -- - -- ----- \ J166 c ' 1 Z i 0 16 N o a s ca STORM SEWE PROFI � E (N. OF CENTER) IkN fiU=1 ° W 158 1 2 -5-mj C-IFS 1 158 C�� I►JL - ---- O WV 1 I1.�5J 1 x 1�03.IS F0&T-TOP) u W I 19 111V, I "OUT,lioz,4r, IAA= IL06.1b �I hN. U"l w la - 5 f 00 4 -- 1101.40 ----- -- -- - - - ___--- IwJ, 18" IN t IIOZ.c�c m 6 - - 0 f 00 1N'j. =e' 1N 1N14. 310" OUrm II00,44 186 18 17 182 - --, — - - --16 — - — — - - — 1Sf 00-- -- , - - 14 --- -- -- -- O. C .ry Plf'E 174 PFioPo5l�n n Q , 17C�-- RE 170 IW4' sl'Ti ,3GG k gyp, ►. .__ - O W f N 16 C,>r3. r� 1'7-3,'6c) �. '�:t Z. IIJV, = l[d�.80 f J - - 162 Q I F w i w -- -- - - 170 170 0) > lx PRoPJs O F.C� ----_ @ PI PEI O W ---- - -- - — _-- ---I - -� 6 j -- --- �7- ,-� z J --- -- -- -- --- - _ _ 16 w -2 w 158 S= ,, oc o O J INV = �o -- - ---- --- - --- - -- - - -- -- --- - = — - ------- -- -- - - - - - ---- - -- - - - - f RI1 • • � �chi � Lli h. !;uf.- ix - 14,_ 142 ' f3feM&P FILL --- SLOPE MC-E ---- ---------- iuv, 12 1w , Islip oc 1 f - - --14 STOR SEWE PROFI E - (S. & W. F CEN ER` Iu . Z1' TNa,�: = 15 2.5 -4 -5 138 '" �' 13 149,10 AAN R= Iaa zt --- SHEET '14'1.5 INV. 21" 10 140.0_ I LN, 31d' I N s 139.84 _ 13 I I I - 10 00 --� - - - - - - y f00 �` l WN. 4Z" 0 =I39•to4 JOB NUMBER 2 I 0*00 - -- li6o III III III III III III III IIIIIIIIIII' III iil III III III IIIIII III III iII(III III III III II III ISI III III IIS 11111II I I�I III J u I III. III IIIIIIIIIII II! IIIII I _ NOTE; IF THIS MICROFILMED (_ 1 I 111_I_ I I ��.I 3 �_141_._\ 15� I ' fiL___ I I R1 � 9_L t—b�_ DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO 1 40 THE QUALITY OF THE ORIGINAI � � DRAWING, IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIh IIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIII �IIIIIIIIII rilillidlillIIIIIH Iililllll ifllll�l�Iilllllli IIIIIIIII iIIIIIIIIIIIi Iilllllu Iilllllllll IIIIII IiIIIIIIi iIIIIIII IIIIIIIII illllilr iilililil y JUNE 1 ' ) 1990 ' I ♦ TOTAL LANA AREA = 956,355 SOFT. � BUILDING AREAS: - pWRT L MAJORS - 153,230 S^.FT. - - 1_. --- - ----- ---- - - - - ---- - --- - - - MOPS 33,390 SOFT. / DURHAM R0.,0 _ ��• • __ ,.0 � � _.. _ �,-- --- -- - - SHOPS EXPANSION = 19,1363 SO.F7. --- - _ �.- -- -- -- -- -- - - -- -----_ - - --- - -- - - - �fi ' OFPADS - 16,350 SOFT. PAD 'C * �► -�- -- -�- - - - N I 1 FIN. FUR. a 184.7 - (I - - _ - - - - - - - - ---- -- - - --- - - --- - - - - -- - --- _- -- - - ' TOTAL = 223,233 SOFT. OR 23.3496 'r LANDSCAPE AREA 174 6�2 SO.FT. OR 18.26% / •� - O Z" O� -� ' -� " �J _4 o qN'�;aiu �,J GwC �►-pr _ cs• :0 ou_ 1,'-Oy tI��?P�! b'-m"Fes.+IIT-oto 4�i•Gtl ,•3R G� 1Or W.0 Dj- r ^.:dl' PAD 'o' -„ � � � ZR _ 1 O - - -- - - _ / •gi �' a' -- �. .�'_ -- . 181.8 t� -q ws�'vb•,.=81 .-v" x'10"ems. PAVING/WALKS AREA = 558,440 gO.FT, OR 58.39% _ �`'" --- - r C r FIN. FLR. : e �- �'•° V '�'` -� © _ - �'pl•strt. Gg111. ��►rJ. p P �II'1. b {` soon sF. .Q _Q -'► �'QKIOSKa w -r O P'sll1. s Q Q - • ico fJ / CI TOTAL PARKING PROVIDED = 2 PACES �' `� 'o "�Pa1'•o° a ! Its'o' Z�.=ow ° Sr=qG' II t �� C;. ► �� T- I� --�--- L - { � G e , T W fi o O cc Lp 1�r. - r (0!0� IAf,IC>'C�•�W}' '� �9���� Y \ Ir �' /e t'1 t►J- I 6 e of g ^ \ O gLLI 'Oil ,I \ �� ro•d�u ?i�•O( aJreJll II��•���t ,�.O,t •o' �!s'o�p11 ?�'.pt 1.p,+ ;Da �� ,ill 11 = v♦ `- ,1 A - a - .• ?tom_. 3 O� �!O - �Jv-O_* Id-d f y - 1. R ��� ; Q �i / r I � ( _ 0i �. •GLI x,01 �, ,,� ! f'�p•O �_pll - �. ; y r I l `9r'v I Oq Ftp = I d-Ori �R al. 11y lj I R 0NI)4hIV (� 1 '`f?�1SIV.. J•1�10. '� 9P� _O Ira,- Z611 , I Z - - 2'K DNI)48Vd ON .� _�JJ a _ �� RY7R a hti ti } so so' �f - Z,t so, � IQ t' i wf -S y 1 I 0 / PAD •o/ �^ 610,,0 G _ .�,, :. l J ��,, fW ., - L.,� IN. LR. e.7 °Pe to s� N 1- 'xZ�.-� Eii C� = = C� " " ��Qt-_ i ~ H fl" x (� �� - O o S.F. ° '' - + ro 11, - _ ' I - / •r,• ,fir e � r --- =�•�sll � � I I U /I /r -- � O '� LL- SHOPS 'B' I I '1* I) /' 7�M / $ FIN. FLA. a 116 SHOPS C I FIN. FLR. '71t �!' $ �(�� 10,s(so S.F. MAJOR '2' 6000 s.F. I Q111l� FIN. Fr.R. - 175 ' 121 - * '� / �_ • S7o dJ --• FIN. FLR. e 175 0 so.cis S.F. CJ 0 (y -, w� FIN. FLA. 177 IlG'-oP -0 _ Iassu S.F. +3r�o S.F. � R ® � ® v w q � � / O � '�.. ��� l�= .a• r �'-� � �6 '.Gn_�• 2�4:pn :pal � G olP.�81•Gw_ 3'-Ott ' ' I � ; 0 ,ZP � � •n •• O �� l� , r6. � � � r � i )C' c:�JriOI'e3�G n ,1�• 2� �JrT i '(9y l m : IV l �^ jos So, � O `' •.�.... ' U SHOP °A' r » .• a ( �G1� NO PAR � '1.! ON ' IL�^^I 149 PARKING T � `- h �) OtA%-Ab'dZ I W a �q 1 / :s 1'h-O "'Ai2��f-42 eSlinIJ 9,.11•�- ,?0, L i rr+1 w/C2)Gr.YC"ri - 1s IC - "2 tt► 1 aD Q *y p 2'q x �v fE�traW, C�`fl�o� b� ��'�� _ �' 04. m S LD 9 r Q G-Gn i (Y� I 1 w N O p / _ p D Z M Comm U. ` a GENERAL NOTES Q z - SHEAT NOTES Z y-r{� 8 1. THE BOOK OF SPECIFICATIONS I9 PART OF THIS CONTRACT. A 1 60° parking stalls lo'-0"w:de min. with 4" wide sinted (~ , ? l P U� Painted Is.end w,4" wide border and 4' wide diagonal stripes Z _ S[ striping (two coats traffic y.:llow) . Spacing es indicated. 2'-0" O.C, insldw - border (stripes and border painted N yl a �" IIIIIYP, 2. CONTRACTOR SHALL VERIFY ALL D'ItENSIONS AND CONDITIONS PRIOR a with '21 cuets traffic yellow) , t _ (/��) " Y ) , Yp• Dimensions of painted O J II: `4 �7 pll ,: �'• 0 TO AIIY WORK. HF SHALL NOTIFY THF. ARCHITECT OF ANY DESCREP- (B ) 600 parking stalls 9'-0 wife min. with 4" wide painted isiend are the same as planter detail W - i ANCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NORK striping ,two coats traffic yellow) spacing as lndlcated. ( - Z REQUIRED DUE TO HIS FAILURE To Do So. y Q / s - C 900 parking stalls l0'-0"wide min. with 4" wide arntei `J ctrl in (two costs traffic P r Retainingcall, see Civil Drawl.. s. • •'' ,a I;• IP � 1. DO NOT SCALE Dk.`WING.,. � p g yellow) . Depth as lr,c'lcetsd. �-� d � � d ', �•... l�, 4. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AF'D PAYING FOR D 900 a ' J 61-011 high chainlink fence w/redwood slats. ) O parking saffic 9'-0 wide with 4" wide points' striping w W ~ 1•. THE COST OF ALL INSPECTIONS AND TESTS INDICATED ON THE PLANS O Planter in sidewalk (construction of sidewalk not included L' (two coats traffic yellow). Depth as indicated. / MAJOR 61 AND SPECIFICATIONS, ANU/OR REQUIRED BY ANY GOVEFNINC AG=. CY. 0 in site contract) . Soo applicable building drawings for M ca Ut 90 compact parking stalls B'-6" wide with 4" wide painted planter dimensions. See Landscape Drawings f r lendsce in F FIN. FLR• = 189.5 S. CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL UTILITY striping (two coats traffic yellow) . Depth es indicated. and irrigation P landscaping Q 1 $0,029 S.F. lLINES (WATER, SEWER, GAS AHD ELECTRICAL) INTO THE BUILDING, Each compact space to be painted with yellow paint to reed 9 (landscape end irrigation are included 1n U " 11 sites contract/ , FROM TER.yINA7I0N PnItTS AS INDICATED ON THE PLANS, READY FOR COMPA'T ONLY" in 6 high letters. 0: SERVICE. O Bicycle rack, see Specifications. Q ai (� Landscaping and irrigat on system, one Landscape Drawings I r i• 6. ALL MATERIALS AND WORK TO CONFORM TO APPLICABLE GOVERNING for extent of work. '/ 'a.-x72^ retest concrete 3l 4."'�• N p parkinq bumpers w/bolt anchors to CODES AND REGULATIONS. paving at each parking spact as shown. Locate bumpers A.C. paring, sae Ci:'il Dra.+ings for paving types and extent away from face of building. --- *''f b•.. 7. CONTRACTOR SHALI. PROVIDE PUBLIC PROTECTION AS NECESSARY PER of paving. ALL APPLICABLE CODE REQUIREMFIITS. , DRAWN DATE Planter :eland, ase JP /r \ / 0 Handicap perking atoll and painted side iris with 4'• wide 3 1�./ 111 B. COORDINATE ALL SITE IMPROVEMENT WORK WITH BUILDING DRAWINGS. `J painted border stripe and 4" wide painted diagonal stripes ! - 1 2'-O" O.C. inside of border (paint striping and border w/(2) BB Planter island end kiosk ped, ase / CHECKED REVISED 9. FOR BIDLII7-; PURPOSES; 1, ON-SITE, SITE IMPROVEMENTS coats traf'ic yellow) and painted handicap symbo: per detail INCLUDE ALL WORK INSIDE OF PROPF.R'fY LINE INCLUDING THE Zr� e n j PREPARATION OF THE BUILDING PAD U.N.O. (GENERALLY EXCLUDING IZ -- 'V WORK IN RIGHT-OF-WAY DCDICATION OR WI)RK INSIDE OF BUILDING I ' Painted directional arrows CC ";a• mater and ped (ped by building contractor) 1 ^ , per OSHD sde,, see sht. PROJECT LIMIT LINE; . 2. OFF-SITE, SIT£ IMPROVEMENTS INCLUDE ALL 3_ DU Water motor NORK OUTSIDE OF PROPERTY ',INF. (INCLUDING WORK IN RIGHT-OF- O Painted stop sign per dstall� ' MAY nEDICATION) . I. BU1LDiNG WORK INCLUDES ALL WORK INSIDE i IN`n, p• = BUILDING LIMIT LINE INCLUDING ANY WORK OUTSIDE OF BUILDING EE Electrical transformer and ad ad by ) �J r P (D rice contractor coordinate with building contractor. SHEET TITLE / �� b ' , , ,'�' ` ,;.h;,;' a Y LIMIT LIVE NOTED AS BEING A PART OF BUILDING WORK (EXCEPTING O For street and right-of-way improvemerta, sea Civil \-r A 4 N< �.Or �� OM1 Q THE PREPARATION of THE 9UI;.DING PAD.) Drawings. i 1 FLH. 104. � -a� >� 8 a FF Trash enclosure by building contractor. ARCHITECTURAL \`�!• l - � � L Concrete curb, see Civil Drawings for curb types and oC Sign (not in contract) SITE PLAN (ti, �"�71Df / 2 i _ �� details. O Ramp to be included In Off-Site Site Improvements for r Ill:lr '' �•�7!' �) For curb at planter island, see detail bidding purposes. 4 � ••••�` 1••�` r �oN �=�N rid• - � WESTWGOD CORPORATION '- / a - e II Fire hydrant, see Civil Drawings. N Planter island, aizw as indicated. --J b• = 3030 S.W. MOODY AVENUE O 46 NORTH PORTLAND,ORECON 0201.489 (pl Planter inland, ser I .rI Pipe bumpers by building contractor unless noted oeherwise• _ `J SHEET R _ Pipe bumpers by site contractor, Seo detail {503)222-2000 ♦9:® p r '�/!r'.�b!Ciy _'�O'•,711-- I o+�o,�Qj'I r", Lp1,. L l .�� 4 SITE PLAN P� Planter island, see _'7�'� �# J - ,� LL Building/Sits/Site Limit Line SCALEr I'=40'-0• ESTIMATOR i PROD.MGR. 3 g -�- --� - -••-• - _�-.-. -y-� � �) Planter island, seeI to I 3 Planter island, see DALE RECEIVED BY � 1 R ) Planter island, see 3 O oreue trap \ r p (N.I.C.) , see building drawings. Planter island, sea I� SET 0 O Light pole base, see �a 7t J T Plante, island, see G SIM #1111111111111M A'tllll111111 � Ittltelltt ( It�ttll (�) (�OI� t�ttl, IIIIIIIIIIt ( tlltt�ltiltttlttitllllilllll{tttt�tt�ti�)�ttt�tt�tt�tlt�lt�tt�tt�t ( t , y NOTE: IF T'AIS MICROFILMED 1 I I I I I ( � I I. I I E 1� I I 1 J I I I U1 ' DRAWIFG IS LESS 'JLEAR THAN --� -- - ----�---_--- -- _-�------ 1 .� THIS 1!OTICE. IT IS DUE FO THE QUALITY OF FHF ORIGINALDRAW 114133. g E L LL Z 4E L Z ) L Z71111111-111,1111111i [ Z Lll S I11ll� ll IIII�IIII);��;Iil IIII�IIII !Ill��ill Ilil�llfl IIIIII�I� t(11�11111111�1111 IIIIIIIII Illliflil II►II►�II,►I►IIIIII IIII�IIII IIII�IIIi�llll�llll IIII�IIII�IIII�IIlI Illl�illi IIIICIII� y JUNE 1 , 1990 .. `IArFI�►�-T Ay/NJC' �/ — _� - fi -- -- -- '� �'-011 A_ �. /i ��_ _rvr_ '1 J►1.,GzaC/�"�I.G— $�' N' , rev `V' 1 u I ROHERT L ��•1 4 WII ib O f!'tau HAMILL, A a Cu" cot's. -- � ' +v''c' --��"p'I \ �i't�i..�•oM/ ?i .� \ a -.rv.�"*c'.�P'�C. ' ' Ilk TL AND F OPLUON ry OFCAAM Opti QL �����✓'� � ay �� /�cv+�. c�,Ik� � � vers _ w p rldlcaN u►. I!-ava_„a� G' N �` / c�'1�r P► r� c wtpa>t �►,rr�D 7 �� y� \9� I �j'q 1 C �Ir.-,,w 1.a7\ % �i+C�-P�t��.— PSV✓IIJQ '� -- -- - ' T'R� -r1�,�'Ic •� �tAF;. 1w 44-4 I IJ 2 ; Z \ c4"^s 'WJte rw1hrTV �sFF1^LT '�/►.rG PLANTER DETAIL PLANTER DETAIL � PLANTER DETAIL PLANTER DETAIL PLANTER DETAIL / Z SCALE: 1/6' 1'-0' SCALE 1/8'- 1'-0' SCALE 1 /8'= 1 '-0' 4' " 6PLANTER DETAIL 5W SCALE 1 /8'= 1 0 SCALE 1 /8 = 1 -0 -0" � �' f �-co'''`- G.->RB A �, � -*- -Co' -Gv' + s-c,c-G+e��I•..D �1 �v---------- 7V C-0-cQ -- _ � 15-r2 aTc©► c _T= i r ?Si �ArQ KIO'�K �.AN.^�aGo°ti'�If� • �� coy. 1- W � Ulm CD \ d► �.0� \0;11. \ /�i tia - —�4 5&RF3 C6—_i- ! rar-r r e� �� HIG►-+w^* 111F = I III jr \ ; y� W cr_ �L. SCK'►/-r •' DE r.. cow v_k . _ • 25•o'o.c t'1��C.4 C ca vCr3, - 9•F^F30 ./ L Q ,q � Q'' Q 2• 1�►.. 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C.�.12e � J�+:�C1�P I IJ t3 �.L.� _`o L -C�>" s ve oz- t- V; A+40(?JF.fTLaD 4T1�IPc JD I { 0(_ _.i _i �-�, S tW 'dr_f•I LGCl.T1PFJ PP``�� \ I 0 d" e 1 7tpuNP LML-IT 6C3 9ChO�t�1e- �' C �'� cv -_ LLI(yG v�¢�LIc• - Ve IFEY L�i►.TIC�1-4OP UN��- I:��I- + n ��•.ML`ET -�I"TL� �� 1 CKViu1JD LJTILITI Ers FjEftvKZ ,�-�-� -- ,�• ral"t Buh'IR'I�rs' INc-aJJ�t�p�� � Z-O � 7RIL.L.INC3 rL7R CC�NG.MFi6_ K$�t^LT "`amu FvG j � ��T��IG (,Q o PAINTED STOP14PiPE �. Ln 1 SIGNpq- BUMPER 15LIGHT POLE BASE16PLANTER DETAIL17RIGHT TURN ARROVV (NTS) SCALE.` 1/2' 1'-)' SCALE: 1/2' 1'-0' $^.ALE: 1/8"=1'-0" SCALE: 3/4" V-0' n I a NN VI 1.L m 7 tD LL fY I zW ?r y (r, t�(I V) 2 w. 1.:. F_ F- a t j n. N w w F ., O u ... Q cr_ a r".�:•` " DRAWN DATE JP 3/19/87 CHECKED REVIS-D r`'A• r. PROJECT e649 'HEFT TITLE AR(,HITECTLIRAL SITE DETAILS yy, vl SHEET • b r, _ rn � 1 IIIISIIE111111111111111 NOTE: IF THIS MICROFILMED G tLr DRAWI \IiIlIl I\Ii_I�II\IIIiI-i iIIIISI4I IIIISII Ii III��IIIII_SII IIII�II\IItSII I�II III�_IIlSII 1i 1I1�1- 1 .1l,1�1�1+1i1�1��11a_�1 -1�It Ii_J1i lbl�l_il\ili l11ilt 11i1ll-ilili li li - IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE ORIvINAt Z Z LL Z 4Z Z Z L ITS �' BT 1 LI i i L1111111111111 T i I 1 _.. _ 1 r4 IiRAWINf. VIII IIIIIIIII IIII!IIII IIII!illl Ilil!IIII IIII!IIII IIII!IIII IIII!IIII IIII!IIII IIII!IIII IIIl�!I�'lll!IIII IIII!Illi���!I I IIII!IIII lilllllllllltI1111 IIII!IIIIIIIIIIIIII IIII�I'll IIIIIIIII liiilii�i�iiiili�il liullluluiillul lilllllll rulllll IIIIIII�I �I�IIIIIII Y JUNE 1 19 9 0 r. ° ■ SII WATER NOTES 1. NV9'IFY TIGARD WATER UIS'Inl,'I (TWD) 48 HOURS PRIOR TO \\' ' COMMENCING CONSTRUCTION. ALL CURBS MUST BE IN PLACE PRIORTO INSTALLING WATER MAINS 2. AL1, WORK SHALL HE 1N AC('I:+IV•Nl h. WITH A.W.W.A. STANUA4l1S. 3. ALL WORK WILL BE INSPEC'h ;,hD APPROVED BY TIGARD WATER DISTRICT. 4. FERE H.YURAVA ,1E, 6*r•N CONSUL: UP 6' MJ X 6" FLM' TEE 6' ELG -�\ w/L �- �� X MJ GATE VALVE, 6' MJ X MJ HOLDING SPOOL, AND MODERN HULLER � - - � CENTURION FIRE HYDRANT, AONS, 6- MJ, 2' NS" MVO, 3-POST (2 2-1/2` NST HOSE CLEFT, IONS, 1 - 4-1/2' NST YUMPER), ! 1/2 PENT UPk NUT, OPt:N LEFT, COLlH'• YELLOW. 5. FIRE HYDRANT SHALL BE INSTALLED UPON iiE.rUh11aD CONCRETE \ _ BLOCK KITH 1-1/2 CUBIC YAPO) :.E DRAIN R 1-1, 2' DRAIN ROCK. \ -- DURHAM ROAD --- - 1Ak PAPER WILL BE LAID ON TUI' _1F DRAIN RUCIt TU SEPARATE.' ROCK / ^ ----_ _ _--__ _ --_- _ _____.- _ T I u � FROM EARTH COVET'.. ` ----- - ----- - - --- - - --- ---- '--- - 6. POURED CONCRETE THRUSTbLUI ht, AT LEAST I' SQUARE FEET OF r��` ■ /' 1 y 11.,x{..._..- - -__.- _ --_ -. _-____ -�.-_-_ BEARING SURFACE AT FACH TEE AND BLOW-OFF LULATION. t 7. 36` OF 3/4` MINUS GRAVE!, COVFE FOR AL1. MAINS. / PAD 'C' T ; ��c A, -P- --_ v 8. ALL SANITARY SEWER LINES ]u LATERALLY OR 3' VERTICALLY Of 2 w SERV w 5 , '� STOP SIGN _ --- �- - G __ -_r_ D _ _ _ WATER MAIN SHALL dE ENCAS(:I lh CONCRETE b` THICK IO' YRON ear T w 0 61• Ih, H 1 .1ETE1 495G SF. _ 1-N CROSSING. WHERE CROSSINGS AHE NECESSARY, THEY MUST BE MADE 0 / �-'T- T i -AT APPROXIMATELY 90 DEGSFEF 'WITH AT LEAST ]H' SEPARATION /// 4 Pwll CONOUIT ICO )MON TRENCHdF.LOW WATERLINE. POWER,TELEloo a PwR116 . h 1 d IN COMMON TRENCH -- -" - frr,TIIIF 9, YJ1IN SHALL BE TESTED AT 1'.1 .':,I FOR 1 HOUR WITH MAXIMUM LUSS % METER a TELE r Iro s[I Re ncArto) } C 0 R IB•' 7 2 OF 5 PSI. STATIC PRESSUkl 1U0 Y.1I. A PRESSURE REDU1,ING IRRIGATION METE =�/ INV 81 OC TYP PApwpR TRANSFORMERI W VALVE WILL HE REQUIRED AT hk N METEI: LOCATION. TIGARD WATER ! SEE LANDSCAPE ,,!t� / PwR C [UKP E' DISTRICT WILL INSTALL. REDD( 'NO 'VALVd AND WILL, dF. INCLUDE[) IN PLAN FOR C 1.4 TELE. C 1� I I t THE COST OF 'SHE' METFR. I'Hf DEV'6LUPER WILL PAY THE CCIST OF / CONTINUATION - I a METERS AND PRESSURE R UU('1NI Al 4 E LARGER THAN 1' I IAMr'I'iR. j/ J; ` I 2 TV C --- 5000 S.F. 1 jKIOSSK II LIGHTING FIXTURE: 26' GARDCO FORM TEN H / s ARM MOUNT WITH BRASS BRONZE ANODIZE 10. ALL Y1YE AND FITTING£ WILL. tlF. CEMENT-LINED. P1YF Willi, UE �� / _ �� �- NI P�L FINISH l OR APPROVED EQUAL 1 DUCTILE IRON, CLASS 52. / / •" I 2- J c'I,E, ll . TIGARD WATER DISTRICT WILL INSTALL ALL COPPER ')S GALVANIZED (FOR 1-1/2' AND 2") SERVICES PR1UR TO HLACKTOPPINC OF _ _ - i/ STREET, MITERS WILL RI INSTALLED d! DISTRICT UPON �„ � / I � \\CO R: - INDIVIDUAL kdQUEST• INV : 178 00 �- \ W 12. PRIOR TU CONSTRUCTION, CUN'1'kACTGk W1L1, ADVISE TWD OF TOTAL l/ J CONSTRUCTION COSTS TO WHICH WILL BE ADDED 10 PERCENT FOR C I R y( G DISTRICT INSPECTIoN1:, WA'1'F;S LOSS, OVERHEAD, ADMINISTRATION, / NV I !6 On V SAMPLING, ETC. AND E11 ENT FOS ENGINEERING 11LV11:W, °� - Lll"") ~INCLUDING 'AS-H111L.'1" UHnn INTERSECTION MAPS, 11YUATING srD � 0 W » Q �MASTER MAP, ETC. I " sto i Iii- 13. CONTRACTOR TO ARRANGE: FOR AND PAY ALI, COST kEQUIRELI BY TWU / C 0 R : 17, •) 3C > OO ' O INCLUDING METER FEES. / / INV 1 Ii4 79 1 11. ALL WATER SEH'/]CES AND METERS BY TWO 1` TAPS HY '1'W'U. L" m TAPS BY CONTRACTOR AS SHOWN. ' NOTE 15. CONTRACTOR 7Yl COORDINATE. W17H TWll WHEN CONNECTING TO I , v EXISTING SYSTEM. MAXIMUM 4 HOURS SHUTDOWN TIME ALLOWED. / PARKING LIGHTING wIR; N 1 NOTIFY TWO AND AFFECTED PROPERTY OWNERS 48 HOURS IN ADVANCB / B CONDUIT SIZING ARF. OF MAINLINE SHUTDOWN. �tj 81 THE ELEC TR.CA1 M I 16. 10' EASEMENT FOR NATER f41h .)Nr. SLSVI(.ES REQUISEU HY TWU -UN TRACTOR TYP UPON COMPLETION OF CONSTRU( ,lOh. �L- n ~ I 4 • 44HOMOLE 4w C04R177 S ti c V V INV 1 7 1 01 v DOLT COVE% R 176 2 1 ( ? _ - '� GROUT TO FILL O a s tiv - .._ SAND/OIL 1 _ r • W DAIIIS / aid oory N 1 IT N 71 36 SEPARATOR le"sY S.I•- M 11 I sSAO TLOOPS 16.•' Dc I I PVL CONN. '111. ftN GRADE 7 C STOP Slam GREASE TRA P O PIPI Na IFj• 4�S BY •LUG CONTRACTOR ► . 1 %�/ 1 !FI OLD 04W6'tl \ R~ 174 4Bt 25 --I_J' _ A 1T�1_� / y \_� 0 -- �! / 1N V BB LOUT 16767 30 S 'I~l 7� aG '• • ` 1.3G ANONOA DOLTS NI U -- .'. 12 ■6 TAPPING TEE W/ 1 _�-- / MH c_ A � rt,.� A �TS -- I e _ 'a GND MI,IE ,V/le COIL B 6 GV F H. ASST-30 _ STA. 13)25 /� ru v iT S / S s 1 ,A c _ . RT � INV 8 1N 165 30 - -- --- - � } - ------.- � • I � • .I� INV 8 Out =165 8 5 5 S 0 4D - - - - -- _ . L _ --_--- �`�._.-T'• 8' S 5 i_0 °! -Z 0 STA. 200-75 ' ~ � ---- - -- -'.--.----- 1 � � T` ._. ___ - .-.�• 1;-.L _ ---.- - - - - -----___ ..-- '- -: -- - - ' I I • 14 ` � ✓ 1000 Pfl COMC. -_IN PARKING _ ^�� y .• 173 0 t •+. "�"-- `- ..�\ \ INV. : 168 90 I ---- 7*ss.- .. ��-- �•__2rx_- t, ,;r> .,. MF TER _ ► � .4 �,-. 2 % 60 In 1 In ,n N v I 01ANC TER '„ir!,•: ` I -w SERV A i _•- - �• -� • p• - .D a N 0 E' VERIFY ALL STECL RE 1N f. a POLE •AGE BY T w D. �_- ' PAD :j@ElfO0 `\ I i s• -_ re oliF fr0NcoNat Pott MANUFACTURER. ^ s1' _ G v to a PAR���iNG )w LIGHTING CONTROL L J U ] L..J LJ LIGHT POLE CE TAIL ! o / O . 4.. S[wtR er 511E CnNTR AC TOA o I ' r C 0 R : 174.p! '�• COOROINA I E Ir/ BLDG DAG L I 1 • �•. � � 3000 \16 ,• IN 740 - I] TIME CLOCK � N.T.S. � $F P` ` / y C 0 8.177 p! w/ SEPARATE PHOTO CELL '� INV * 169 6 TDO VVV \ o R : 176 0.: OUTDOOR LIGHTING_ SCHEDULE S GOND O INV 172.0 I 3 REOD - 2 AT S,+pPS B 8\ - - CO R : 171 p2 S CO R : 17 7 0 1N v 71 0 I -- 5 7, IN a 167 501 O I AT SHOPS A \ INV 170, 5 -- // 0 % / O '� l SHOPS '9' SHOPS ace I I ©`Q TYPE V 1000W MH (SGL) 40' POLE t ,` �� - GRE ASE C O R:177O 1 I INV 169 75 i 1 OB •:► TYPE 111 1000W MH (SGL) 46 POLE I 10.800 S.r. . • MAJOR 2 6000 S.F. I ©•1 TYPE 1 1000W MH (SOL) 40' POLE 1�'1� Vyl.!151�7�511uu�7 I- } TELE C • OD FM TYPE FM 400 N MH (SGL)20' WALL • f / o • n 30.07!'1 S.F. 1 2 Tv C CORP STOP I I 1 . t / R D r - J , 16.590 S.F. 13.130 S.F. \ - _ - - �/ � I �Q I OE -FM t'YPE FM 1000W MH (SOL) 40'POLE 1 \ 4•I.. PWR` / , I / / ► / 4 4� PWR - \ E/ ~ CONDUITS 1 --1-3 TELE C / j CONDUIT$ I 46 )' I 1-2 TV C Q• ,� ;.,~ I r- N •1 I.4 PWR C '1 w r0 I N w ♦ I n I 4 / ;r apo '• I,1 J : 1 I • U COMMON �T I-3 TELE C - f r 1 Q� -_-_. 1 4-4 PWR ` I 1 O VOj AO I TRENCH / � 1-2 TV G 1 ! • „ 1 � ^ N • / D 3 TELE C \ CONOL ITS ' / r 2 Tv C 2 METER It ,000RDi wi ARK'H j 2.METER 1 / ow 4 n PLAN OR DOMESTIC I 10• _ S•' I I I A P T n 1 I M N Q 5.5 ! �.� S,; • TT. A, 8 FIRE SERVICE G a w o\° !S�2 , ■ ■ I NECT1oN5 Trn I NO�PARKING � B•__ I PAR',c1N w SHOPS A �` ,�sT o O NO PARKING -._ _ ,- ---I Or 3 Y INV: R 177 a w/L STA. ID/2U > Z I 2 GALV W SERv I 2Q. 2 I f• ; -._-1�2- J TELE C 1 I I !1 IF 4 1 0 Or . 8 90° BEND w/T B 7• Wlo, BY T w D - W „ 1 1 a PWRTV . C 1 I 1 I w < d / '� 1A / 111 u B BFV-$ -- ---- - yI I NOTE ALI UTIL TTY TRENCHING 0: > J (/ x _ I \` \ W/L STA IOf65 I -- I I W/L STA 151'17 - '-On 1- COMMON TRENCH -4 pyyR W IN TA 7 CONDUITS ANO VAULT$ TO BE - 8.6 TEE WIT B -- L.. ( �;- ; 4 B MJ• iLG TEE evB - - -- - CONSTRUCTED PER uTlurY 8 MJ. FL TEE w - c I ► CO REQUIREMENTS W/ 6 FLG F MJ I - I ■ FH A55r16 RTS+ / FLG ■ MJ BFV E1 T B V, 2 \ I I I ' I 14 _ 1.5 / ' O a w V / W 71'�•.w.."�..-• _ --....-� --- ~ WA. - I - - I` t. IT W/L STA I7>`'5-CUT 1N 7 .•�...n•.�ew.w.lw�>• -•�,� _L__ B 1 8 rEF. Vol T B :, 8Fv- w = � W L STA 111'60 8■21PT TEE - j 8 8 FV - IB 55 ILPI I WITS-e BRA9S_6V� \I- 4 PWR CONDUIT I I ^ STDP I s a Oq �► �_ < � 2 w SERV a METER BY Tw D 1. 4 TELE CONDUIT 4 ' s I- 4 PWR CDN, u1T ssSN� I II 1R QQ •O _ `1•I�PWR C -�\ , I. 2 TV CONDUIT _W/L ST4 ISS 2�� L 1 2 TONEW V CO NDU T W/ PWR L I I �1 � `'��__ 2 • 1 TELE. 0 LIN COMMON TRENCH) 13-2 IFT TFE w/T.B I3 I 2 2 T V C. 2 BRASS GV W/PLUG U LE. SAOTHE WISE L 30 TrP / x 10 W/L -_-_ .-_ ___ r w SERV Br TWO UNLESS OTHERWISE SHOWN. - - ESMT SEC - - --- -- --- aI sr s -- - -- - - -- I' ___ 7 .3 7 NOTE NB 16 I ' 1 CC'NOu 5 ? 2 rI, I NOTE ALL BENDS '0 --- TELE VAULT - 466TA 4A6.561'HIS LOCATION ONLY) SAND/ OIL --� W STA. ISt3E 1 t MN SO' ,1-4 F1w C BE LONG RADIUS -'- POWER VAULT - 1 56 •56 1 721 EYP SE PA RA T(TF 1O 846 TEE w/T B.- Cl I R ; S14 :0/08+ q C I -TV PEDESTAL 110 . 21 . 30 1 TYP. r I if c.H ASS r - IS RT O 1�� -�\ I N r I 1 2 Nv 0 B rN COORDINATE W/ARCH PLANS - 6 0 63 EXACT 1-1/2M[TE Zr .- W/L .GTA 9t 35 8 F2 OPT Ix LOCATION, NUMBER Or I w u• '6373 SIZE OF CONDJIT RUNS, TRANSFORMERS 2 "E TER , W/EPLUG,B '22IN SERV ELASS I I Q. ETC ITYPICALI FI S MLTLR_BY T W D_ �- --- -- !•" SYS 0 - --- - -- ----- - - - L - .OS DOUBLE DECTOR CHECK� _INE � I � ASSEMBLY W/ REMOTE W/L STA 97120 _8_ _'� 5"17 READER OUTSIDE BLDG M J . FLG TEE w/ LLI TYPICAL ALL FIRE B FLG • MJ BFV B I Q / N SERVICE LOOS T 8 G MATERIALS B WORKMINSHIP BEMER NUTEOe 0 FOR FIRE I INE SER' ICES TO 1. ALL NATERImA AND NOSF9UINSBIP TO CONFORM TO UNIFIED smnm AGE BE IN CONFORMANCE w/ T w 0 (/ O 1 I NOTA Al L MATERIAL$ El REQUIRSNlMTS, YOTIE•Y DNA IE � 5TO5 B SPECIFIC A I NS ITYPI a MIN WORKMANSHIP FOR SIGN BOORS PRIOR TO BEGINNING COMMOCTIOM. 4V W z PANEL 8 POST TO CONFORM 1� .SURFACE_ RESTORATION TO OSHD STD SPECS, 'Y 2. CONTRACTOR TO ARRANGE FOR AND PAY ALG, CCITT REQUIRED BY USA. .. O 0 •Aij 3. SANITARY SENRR PIPE TO BE PVC IN CONFORMANCF WITH ASTM D3034 Q Q p 1 I ATTACH PANEL TCI POST -- I I 2 SDR :J. YIE , �• ac W/ 3/8 1 3 lAG SCFEWS I10' , t "Z / _ ( 4" 'ELI CONOL I r l 1 4. 10 MAINLINE BEWEA EASEMENT REQUIRED BY USA UPON COMPLETION 0 R!�•,• 2_ I l7 .• Z t,.if .•' G' W w/ SI Ef_l WASHERS RS I I OF COMTRUC?IO1,,. J I1r MAJOR I `rN ti ,. •L ALJMINUM SIGN CC 9 90.025 S.F .. 4 ,� jt u '•ANEL LL! 4. cr P(MIR TRENCHING NOTE31 J ALL POMER TPBMCBING BY ELECT SUBCOWMACTtTR. /l.. J Q O r I• / ` �4?: 1t 2. COORDINATE MITE PORTLAND GEN ELEC , G.TE. B, CAl1LE ?V FOR U� / J r C LL 4 .4 PRESSURE-� S S 7 ,': n", .c „ SERVICE CONNECTION WUIREMBM?S. S: 7 f u TREATED POST w A:1 17o/a ro ,;`t ♦ 3. ALL IIAlERIALS/MOwiEU1NSEIP FOR TREYCBING, C( DUITS AND VAULTS t• / I,1 \ / �V Ib2 8-9�� RTO EQUIRal 10 EMENTB.CONPOGNANCB WITH REAPECTIVE PUBLIC UTILITY 3 / a j J- - I ` 3/4' 0 C R PIPE FM3EDAENT 4. ALL CUNDUIIS TO HAVE LONG RADIUS RE11�4, 148 R I COORDINATE w/ ARCH PLANS I I .. . 1`MIN. _ ._ -11`1 - ! ` (� ?/ FOR SANITARY SEWER SERv1CF _ 1 (,) 'r, CONNECTION 1 TYPICAL) FOUNDATIrN STABILIZATION IELD VERIFY I % AS DIREC' ED BY THE - - (_I)RH FINAL SIGN Q ENGINEER NOTE wIFTH OF TRENCH LOC a a / EQUALS MSiOF DIA Of 1, PIPE 4- Id FOR PIPE UP r1-., O 4 u D -CLASS Z - T024 DIA 1 D • 24 FOR ! ` 1 r _E_a. ~ PAD / I / 24' P,PE AND LARGER IIIJJJ 4 A' o z - - e f ( N IN R • % ONC RASE ,I I' v A + %■� w sono / ! a ; 1 ,I " ; � ro ' S.F. MH $TA 6063 _ ,• W_/L STA 6t 62- TRENCH EXCAVATION & Bill TRENCH DETAIL _ _ "" _ R: 163 0 l � YSrw AirI _ I ME TEP 16" b \' N/ B IN : 157 90 '� `1 f`B16TEE WIT STOP tw�4,t} ii,�� CID 1'10 tl , .--��.� i• INV E OUT 1577 ; �.` ( F H AS$ r - 13 RT $IGN ` ` .11" ° v 5S r F ---. - b IQ'L,STA 6 51 \ } 1 NEW SIGN DETAIL- - -- / 0 1 L --- -- ----- M_jTTA 3��_ on o MT \ �` I 5° SENO w/ Ih _' E s D / ' a � NORTH ,) Oil 59.01 w -- LRH 6 IN , 12 60 52 10 1'-1" .--�-- v In l y _ *,'LW" , - (,�[) INV 8 OUT + ,•7, 10 L Sn1T Trp _ •`v i POWER/TELE./T.V. TRENCH DTL. • `-' , _ 1 A I =•-- SCALEe 1'=40'-O' SHEET F"L TIN 12A STEE W/TB - _ _.-__ _ , -.!Lk.�... + _.- .� �___ • • - ♦ - ♦ • - • . • - • •�. ♦ - + - + I BFV• Ii 112 SS IL P!1 -SFV-E • _ _� _� ♦ TELE BKFL ~ wL _LTA 33333f 16- W/4 °STA 61107 + �E JC'3 NUMBER 2 STA WI2- g. jTE,� TRENCH B■6 TEE W%T B \1-4 TEL cONUU1T 8 5 BEND w/ 111 w/TB F H ASS r- 11 N w/CRUSHED ROCK F "+ ASS Y - U HT T B t CONTRACTOR TO STUB AND MARK 1160 TELE TO R, GTE TO EXTEND TO MH SOUTH - -mopmo, Ow menwAll .w..wxKRwvwr« III II III III III III III I I III III 111 I ! III III III III III III III I I III III III I I III III ill I I III III III I I II I VIII I I I�; IIIIIIIII I III III 1111111 III III VIII I ' . NOTE: I F THIS MICROFILMED -L- - - .L---- ---- �.�--- ----L--------- __J DRAWING IS LESS CLEAR THAN - -'---� - --- THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL g L L L7, �Z L L �L L �IL o�L 61 LT l T 6 6 ��1. 9 9 ��► £ L I n�u�� DRAWIAY., ILII IIL'lilll IIIIIIIII Illl�llllllllilllllllillllllilllll Illlillllllllllllillllllllllllllllllllllllli!iiliillr.!IIIIIIIIIII I1I11 IIII�IH111111�IIlIII''ll�llif IIIIIIIIIIIIIIII�I�IIIIIIIIIIIII IIII��Illlllllli►dull IIII�iIIIIIIIIIIIIIIIIII�IIH IIIIIIIII (IIIIIIIII y JUNE 1 "" 119901 i ,_. .. ..__ ..,....._. . ..:........_.... ____.._ ._.... -. _.... -_- _ .....-. ,. ...*.7•p•,�,�• a.«...�.R.owl....+w+•,••.�•+BI� �IM7f101FEi .'�F:•,.r-,.,.,nsa•-.. f.euw.. - r_ _..-_,r- �' .,� '"",.'"L_... ,,... .. MF�Fr ..,,-n .. ,., .. ......_..��. .. _._. _ .-�_ - . *..+�..�..•........-,.�.�+...�..r......�...._. w-v G TELL S WATEk 1 1 1. NOTIFY TIGARD WATEk D!!'!F lIT (TWD) 48 HOU1+S PP)OR TU r > ('OMMENCiNG CONSTRUCTION. A1.1, CURBS MUST BE IN PLACE PIS IUM m TO INSTALLING WATER MAIN: . v 2. ALL WORK SHALL BE IN ACCOkDAN11 WITH A.W.W.A. STANDP.RUS. W J. ALL WORK WILL BE INSPELILI ANU APPROVED BY TIGAPD WATER GISTk1(T. / 1. PIPE tiYDRANT ASSEMBLY CON!�1:.15 OF 6' NJ X 6' FLG TEE, 6` PLC X MJ GATE. VALVE, 6' MJ X M, HOLDING SPOOL, AND MODERN MUL.LER - CENTURION FIRE HYDRANT, A-442, 6' NJ, 5-1//' NVB, i-PORT (2 - 2-1/2' NSI HOSE CONNECTIONS, 1 - 4-1/2' NST PUMPER), PENT OPk NUT, OPEN LEFT, C(,I.OP: YELLOW. S. FIRE d:DRANT SHALL BE 1N.'1ALLED UPON PREFORMZU CONCRETE -T --- - -- - -- - -- -- - - -_ - -- -- _ __ _ II O 1- - BLOCS WITH 1-2/2 CU8'C YARDS CIP CRUSHED 1-1/2` DRAIN kCK;K. F� � O 4- 4 TELE CO 5 -------- TAR PAPER WILL BE LAID ON TOP �F DRAIN ROCK TO SEPAT,ATE MOCK Abe UST F11 HT 8 r FROM :JUtTH CUVEA. CONDUITS / LVVC AS REO 0 1L rtrTl rw rtLJAJ t U TO MATCH i G. �Q W p3 01 J t W 6. PO URED CONCRETE THPUSTb,.(j(N, AT LE1,ST H SQUPJIE FLET OF f QUO 9 IAV I v W BHARiNG SURFACE AT EACH TEE A;IL BLOW-OFF LOCATION. / ' I 7. 36' OF 3/4' MP FOR GRAVEL COVkOR ALL MAINS. PAD aC• r- p T1'�'- \ I-2 t y C Y, 9. ALL NANITARY SEWER LINES 10' LATERALLY OR J' VEPTICALLY OF' ' V *tV + �1 STOP SIGN 2• W SERV '�"`- br w Ny I METER �'-- I1 1 / MATER MAIN SHA=,L BE ENCASED IN CONCRETE 6' THICK 10' FR:N 2' Tw D. l r `R vti; Iq CROSSING. WHERE CROSSINGS APE NECESSARY, THEY MUST BE MADE / / �_ _ I OMMON TI,,ENCN AT APPROXIMATELY 90 DEGREES WITH AT LEAST 1H' SEYAAATIUN / /� - ) --- • - _ _ -- _- ___ BELOW WATERLINE. /' r _.G 5 (POWER,TELE B T v +� t L� 2 4 PWR C T r- Erisrs ♦A 11 i I' 9. MAIN SHALL BE TESTED AT 1S0 1. 1 FOR 1 HOUR WITH MAXIMUM LOSS IN COMMON TRENCH Pl" «/ �,� (L YETLJI 1 4 TELE C I70 IA• wOCUFOI - OF 5 PSI. STATIC PRESSURE = 100 PSI. A PREESURE REDUCING / ' 7 IRRIGATION METER C 0� R 1841 ± TYP PwF, TRANSFORMER --- -s T Y P 1- 2 T v O W VALVE WILL BE REQUIRED AT LAIN) METER LOCATION. TIGARD WATER ' SEE LANDSCAPE // INV 181.0 1 PRE Cf I aU 11 I < DISTRICT MILL INSTALL REDULINt, VALVE AND WILL BE INCLUDED IN /PLAN FOR 4 EC Q THF. COST OF THE METER. THE DEVELOPER WILL PAY THE COST OF � CONTINUATION 2 TY C j '_' I iI LIGHTING FIXTURE' 28' GARDCO FORM TEN H METERS AND PRESSURE REDUCING VALVES. LARGER THAN 1' DIAMETER. -- - _� � ARM MOUNT WITH BRONit ANODIZE FINISH O 10. ALL PIPE AND FITTINGS MILL BE CBMANT-LINED. PIPE WILL BE / / _` /�'' NEW IDLE ICOR APPROVED EQUAL) Z DUCTILE IRON, CLASS 52. / rT ) � � I I y PGE r n 11. TIGARD WATER UIS'I'RICT WIL'. INSTALL AOL R_ 181 6 t (FOR 1--1/2' AND 20) SERVICES PRIOR T5 11LRCKTOPPINC OF STREET. METERS MILL BE INSTALLED BY DISTRICT UPON , / �� A. A --_ _ �C 0 _- INDIVIDUAL REQUEST. ti /� / NV 78.00 W �i a 12. PRIOR TO CONSTRUCTION, C'UNTPACIOR WILL ADVISE TWO OF TOTAL / •J R I CONSTRUCTION COSTS TO WHICH WILL BE ADDI:C 10 PERCENT FOR C 0 8 : 180.6 n U DISTRICT INSPECTIONS, WATER LOSS, OVERHEAII, ADMINISTRATION, / �I �8 T� .06 INV : 176 SAMPLING, E•PC. AND 2 PERCENT FOR EWINEF.RING REVI9W, N _� I IV I I W lNCLUDING 'AS-BUI ,T' DRAW1Nrc;, INTERSECTIJN MAT'S, )UPDATING MASTER MAP, ETC. 1 stop fl Z Z�G ►- I sIGN df( '^ }+ '! O Ci U Q 13. CONTRACTOR '1'O ARRANGE FOR AND PAY ALL CCI:;T kEnU1RF.0 BY TWD � ,'t s C0 R178 8 S >O W ml4 < : INCLUDING METER FEES. / � \ NY + 174 79 - 14. ALL WATER SERVICES AND METERS BY TWD 1" TAPS BY TND. 2 � ' ° TAPS BY ((kITRACTOP AS SHOWN. w I I 15. CONTRACTOR W) COORDINATE WITH TWNOTE D WHEN CONNECTING TO � PARKING LIGHTING HIRE � � I EXISTING SYSTEM. MAXIMUM 4 HOURS SMUO':DOWN TIME ALLO D. B CONDUIT HTIN SIZNG ASL I ^ N(JTIFY TWD AND AFFECTED PROPERTY OWNERS 48 HOURS IN ADVANCp i �`J F'i uD n OF INLINE SHUTDOWN. eY THE ELECT L CONTRACTOR TVP 0� v+ C O 8 : 17 7 5 1. l= VV INV : 171 07 \ 0 • -BOUT COVER 'A - ' I ` .y -1'GROUT 10 Flll q �".. W SAND/OILS I �- ,' CNORL71 36 2 SEPARATOR Z•+, -- -I�•ST s --�-- ` • 1 -n U "'C.l.WW1"' ,� - ! r[RT OARS-$1 ,y 3 OAR LOOKS FO- 0 C m N 1 - d wr I►VC CONN sl 5 r TIN-GRADE / •,n► SIGN 0.'n �GR[ASE TRAP 0 PIPING ByO, �I� / \ OG CONTRACTOR Mw TA Iar25 f.i-� L a 'l;/ r ISEE elca oRwa'sl \ 1 R : 174 4 1 INV 8" IN : 157 40 C 0 _---I / C 0 - �, \ INV B OUT 167.3Q I.)• ANCHOR OOL TS N 1 IO" sl 3 �I------ - 'r !7 S -------� `, .. __TIB" STS r-I l' A 12 .6 TAPP,w T / - -'- -J / '�_ 1 L 1 ` - i-�A ' -�_ _ �T Y-.. � ; v3 Gwo HIRE w/N COIL _ G EE w/ 7.B / R~ S7[ 13 2 !l VENT )• - \\ 7 ST 3 __ ___ ISS STS -�� F ALJ 8 6 G V F H ASSY-30' f - -f-�- A R7 INv a IN 16s 3o t-- --- 1 q 5 5 °�° _ [ - � - - N v 9 OUT 165 I O -- --J} aLL w ' 8 S 5 S C' 60% MN. STA. 20175 8.6 TAPPfrf> , i •+ �• �'� ' i/---____- �_ _ ... .-- Q -- ---- ------ - I --_.- -�- ~ti R: 173 0 t , , , •Y r ]000 FSI CONC ~ _ 8 -- Nom 4 ;: 2 °j �` -..--/ -N \ - --- - ° NO i- PARKING ---- -° INV. : 168.90 8 T.B - F H - / L 1 NU PARKING TEE w/6 C. I z a O fa 1 METER 1 A� r / jy _ ° O` ` • E I ALL S TER W ♦ J NOTE VERITY All STEEL RFINF O POO[ BAS( I w SERV / / 1 A tA ,. � IO IO N N N PRrOR S10 NCONs//POLE MANUFACTURER c� BY T W,D, ! / PAC) P1\ 0 / N 1 T / B 1G0 +1�, • PAR-.��1NG :.OT LIGHTING CONTROL / 'A -LIGHT POLE DETAIL t4. • s[w[R Br SIT[ CONTRACTOR C 0 R 174.0! • r NT ]UDC `� 1160 ` NTERMArIC 740- 13 TIME CLOCK / INV : 169 6 - cooe°,N.+[ w/ sloa Dw4s 1 ON I'M PRIVA' E ) -� .�. /, [ •,.c 17 _ � / ,, CO +ITS. ! \ w/ SEPCRATE PHOTO CEL. . / � '� 4 .. '� a `.w. Nv 172.o I REo o - 1 AT sMoPs A u R -.176 0: Co R : ,74 0 t OUTDOOR LIGHTING SCHEDULE J O •' CO R 17 7 0 INV : 1 7 1 O -- --- --' 0 I 7,0 ` (A):Q TYPE VO 1000W MH (DBL) 40' PALE +�� c aL S r S � LROCK TILL / / S S ` � •J IN : 167 50 8 8 C INV 170. 5 ♦ 9 S I • 71 / �•�� `► GREASE C0 R 1770 4 •(a• L� 4,s } ; `�% INV : 169 75 OB 3 TYPE 111 1tl00W MH (DBL) POLE ",� o q b r Q / U'1 TYPE 1 1000W MH (DBL) 40' POLE \ 3 METER Box W/ 4-4 PwR CONDUITS I-4 TELE C '� ',"•� / To DISCONNECT sw I 2 Tv C OO •FM YYPE FM IOOW MH (SGL) 20' WALL � ` • iVELOCITY 8A'� DRIP ' CORP STOP III VALVE IN 36 ' TILE / 2- 4" PWA AS APPROVED NY CID EO'FM TYPE FM t000W Mh )DBL) 40'POLE T �- :`-METER BOX W/ 4-4 PWq 'I T.W. O. • gt r I CORP STOP CONDUITS I ♦ r f FIRE DEPT. �� ;� ae / 1j 4 TELE c ° I + CONNECTION DETAIL / N i r I I.2 tv C 9- �V �F w ua a I Q• I T!� O I 1 b ♦ N N NTS V / LL 4 O W R h��01� r 4 •'Y R C _SJR 0 n I N r o v a V 1Q Ao * o 4 h I I � R�p W ? 'o I zZW P 0 • O , TRENCH 0` I.2 T V C - - 4 u M d O R M COMMON ti d I I-• TELE C In V j L •a O �Q I 1 O O 4 TELE C CONDuw 5 N I C IR i: �` I 1. METER !12 TV C 1.1/2 METER I'CODRDINATE w/ARCH I 2 METER T I ...� N ei o VMJ o r, _ / i ( zW_ r,- a a / PLANS FOR DOMESTIC I 2 METER WATER B F1Rc SERVICE ^ I I 00 4 S S. 1 1 I CONNECTIONS TYP 1 e ,� I '"*r---• ---- °• -.1.1 r / S. e ° - I e L T - - U" ST 3--4- ---- - - Z 1 p �1 / o e0/ _C,0 R-175 O• Z.. .L - =i > d _ I 2-4 TELE I �2 C) INV • i72 p w/L STA. 10!20 cr a r T W D 1 - W I ; , _I_�2. 2 v C 1!F'•' 7 r. s / 2 w SFR J a F W r w ° B o W In " I 1 4 PWR. C 8 9O BEND WITS 'D W � I NOTE ALL UTILITY TRENCHING Q 8 BFV-S 'n w/l STA i5>`17 - m W COMMON TRENC+ •S r I 1.4 PWR ; W�_�`TA._-I I 7 \ 1 CONDUITS AND VAULTS TO BE ; "� ` I ,M r • / C M r CONSTRUCTED PER UTILITY S MJ■ FLG TEE I 8 J. FL.G CROSS w/8 I r CO REOuIREMENTS w/ 8 FL(- ■ MJ N -I ♦� J i / 47 / 1-- .- - N FLG n Mi B i V _14 1 s r! �[� -T-- - -- - - - - - - - - - -- -- s0 8 .6 FLG .F4G REO.-S -- 1 ---- - - -- - - - -- - -- a - B F v. a T 0, 1--- - - - - - - - - - - - --- ! SEE SHT. NO. 10 FOFI TELE. 4-44 / f F H ASSY 12 RT ,� I : ? �^ -----� A BY » - 8 D I W/I ---� _- w/L STA 17f IS-CUT IN r a O CONDUIT DESIGN. .1 3 " ` ` =Sl'�C:�J °�(,�, s 'OL. ,- - - _ - E _ B. a TEE w/ T B , e eFY- W =_ N W t n w \ METER BOx eih °E T L A n � •Bj.2IPT r , - ___ _ r v st ! 0 �\ I,. • �� w/CORP STOP G 1 �J / FOC W Biip �v wT�U�-- 4 PwR CONDUIT •�/ CINE iENCC" ��--�- �Y(F r r r- •- _}-* B B FV S. 18 SS ILP11 N ; U _SrD.0 4 R Ii SIGN aN Q t •N _ �, , " 2 w SERV B METER BY TIN D 1- o TELE CONDUIT t 5 W CUMULI J I O 4 PWR 5 0 NEW PP-By P E ar C 4 PWR C -` 1 I. 2 TV CONOU!T 8.2 5'PT=EE w/T 8 n► .T N �' E ` 1-2� TV CONDUIT w/ Pwi u w/_ STA II,'75 8.2 ,i 4-4 PwA--� �� I CC, 2 .4 TELE C IPT TEE WITS ZT�RA$$ IIN COMMON TRENCH) `-TELYA UL.T -27 .62 . SOTrP \ / 2_2 T V C - Gv W/PLUG 2 SERV B _ 2 w SERv Br Tw 0 UNLESS OTH ERw15E SHOWN r CON0 ti 2 BRASS GV w/PLUG 1 T 1 9°( -M TCii -av�F"w�- ri Sr 3 - C 0 ---- - Q 4 7 t\ ' O 2 7yLE C 1 NOTE ALL BENDS TO TELE VC�ULT 465TA 4.6.5.6 !THIS LOCATION ONLY) SAND/ OIL w - Ar C I I BE LONG RADIUS POWER v.auLT 1 5S •56 • 72 1 TYP SE PARATOR " 8.6 TEE w/T B I N 5f4 I I I TV PEDESTAL 110 R24*. 30� I TYP FH ASS r- 12 RT I 12■E TAPPING TEE [ j Ny [�F o�Iry 09 J\ 1 I/2' METER Y ti 20 PUPLIC ESM'F I 1 N w/ T.B. ` 6 GV., F.H. If l ? IAv a ",N, COORDINATE IN/ARCH PLANS �1�I 2.. [t ASS V - 35' MT. a pur !63 a EXACT LOCATION, NUMBER 8, 1 I - - IZJ w/1 STc 9t )5 8 M2 ■ 2"IPT _� I 63 73 SIZE OF CONDUIT RUNS, TRANSFORMERS 1 e Sr WEEPMuG.B '22weSERV BV I Q- E TC I TYPICAL) I �� z- ME.TER BY T w 0 _ _ 3•" ST s _I O °uBETC w/L STA B yIR H ISS S ESM I �___--- 9120 8 I I l r I I MJ ■ FLG CROSS > ILI B FLG . FLG BF w/8 BLD FLG IN Q 8.6'FLG ,FL; RED -E FH ASS'r-12'RT REWRR "Mat) Z I p z 1 ALL MATaaIAI.R ADD MCIRIM11Y601P TO CON/ORM TO UMIPItD /RMta:AGR NOTE ALL MATERIALS B AGRMGY (USA) STANDARDS AND RROUIRRMINTS, IIOT'IPT OTA 46 W t ., ._6 MIN WORKMANSHIP FOR SIGN I ROOPA PRIOR TO BRGIIFMING C01E8'I'RDCTION. z / I I PANE I_ a POST TO CONFDRM O 2 i SURFACE RESTORATION TO CIS STD SPECS - cr � 2. CONTRACTOR TO ARRAIk:4 IDR AND PAT ALL COSY RaQOIaRD ST 11RA. Q SANITARY 6'RWFA PIPE V r f I I �' ra ATTACH PANEL TO POST -- I z SDR 3S. 4, ,,I•'I Ft TO 86 PVC IN COMPORNANCt MITE Aalw D3031 � (� TELEA 1- CONDUIT ;;• Nw o w e- 3/S". 3' LAG SCREWS I ' Q I / I en 4. 15' MAIMLINt StMEII tAbEMtNT 1lEQU1RRD ET USA UPON COMPLETION W/ STEEL WASHERS I I OF COIlTRUCTION. L 5 ONE BETA V WEO TAPE a INSPECTION REPORT ALONG wrH AN AIR ALUMINUM SIGN �I PANEL TEST REPORT SHALL BE PROv10ED •0 THE CITY er THE REtIkR uJ Q u ENGINEER FUR CITY REVIEW 8 APPROVAL PRIOR TQ C M,N T 1- F'I 6 SEE UNIFIEO SEWERAGE AGENCY TYP TRErIrH BRFI- DTL FOR PUBLIC ` y i- I �;;,. • k"I �_ SEWER 8 STORM SEwiRS B I. ALL POMRR TRRMCBYWG BY ELECT 8USCOO!TRACTOR. Z ,n _I CHAIN LINK FENCE .,,}�•. •�;`•� 1: POWER �J I - ^ m I t Y• ,•"L:• r- _' / TRENCHING 2• COORDINATE M1TB W)RILANU GfN ELEC , GTE. d CAaLB TV FOR 45 •o In i6' sS - ZII y'1`\ �'=E' u TREATED POST NOTES taRVics CONNECTION PtOU1REMawrs. w �. a/ S: 2 JJ% ^ 3. ALL MATSM I ALS/MORRRAMSN I P ►OR TRENCHING. COMM TI AM VAULTS Z Q TO as IM CONPONNAMCE MITI RGSP[CTIVt /1r4LIC OTILITT O RROOIRAINEWTS. �. PIPE E X•BE DML N T \ (� EA. C 0 R* 170 25 t "-9 T '�' ` 3/4 -0 C.R 1- Q ` I - 1. ALL CpIDO't'a TO DAVE LCaIG RADIUS atNDS. 148 R 1 !� \ H INV. s 163.3� i .N?•.i•* 'A � S• - 0••-, C) 4'MIN I N -1 FOUNDATION SIABILIZATION WELD VERIFY I (r U W r ? I As DIRECTED BY THE - - FINAL SIGN / )I COORDINATE W/ ARCH PLAN5 FOR ENGINEER NOTE WIDTH OF TRENCH CURB ,J( j Q SANITARY SEWER SERVICE CONNECTION EQUALS tNSIDE OIA OF i~n • �, .:,,, 11- _0 d' C, RPE + IB FOR PIPE UP (; WIN )TYPICAL) ' '.I t 1"- 0 0 �\ / • •+'/L ,TA 6f 7� f ,mss MATERIALS 8 WORKMANSHIP 4C1_ASS I TO 24 DIA I D + 24 FOR --- 1 • F F --- sr a I DOuS_E DECTDR CHECK A IPT I FOR FIRE LINE SERVICE; TO 24" PIPE AND LARGER SSEMBL w/ REMOTE TEE IN/ 111 2 / MIN B' 0 r / ° (CA I O A r �-� r J BE 1N CONFpgMANCE w/ Twp / ( READER OUTSIDE BLDG 1 STD S 8 SPECIFICATIONS ITvP1 CON(. BASF I' a - h 11 •WI H Lu TrPIC[•L ALL FIRE - 2 SER Gv w/PLw ON SITE (PRIVATE ) •}�I�� '«� O r SERVICE LOC S 2 SERv 8 MTq Br /i IT w D l RLE r v ti MH STA 6)63 r AY two W/L STA 6t 62- TRENCH EXCAVATION & HKFL. TRENCH DETAIL J� I METER :16A 6• \ INV 68 OIN : 157, 2 METERa B MJ. iLG Fv -CROSS IN ��--•�+•- ---_-_._.-.---. - /T � 90 / 8 FLG.Ia J BFv - w a . t< 0 N 0 INV 8 OUT- IS?? 8 FIRE LN 8.6 FLG RED E NEW SIGN DETAIL ys ' G 160 0 �+ 6 p1,- a I ►DH•A STOP----'- '�,yl , IMV• J / \. F H ASSY -13 FIT StfN •'I N �)- O. ♦s <r TR MNC H �Jr �.. FIRE OE PT -_.__.� _._�-_-__..-.- -- �` CONN _'ZFl > wl O OO rrP a SEE DTL AT LT ' R• 159 01 { - ----'�--fir-- l� INV 8 1N 152 60 / -- v -S 5 S��iSB°l w L 45° BEND w r� � e------ -�- POWER/TELE.rT.V. TRENCH DTL. B QT -15240 '�;___ ,p, •j SHEET _ '�v 0 - _ --dr d s 8 DI,w/, -- _� t l•� rF s SH o,4 00 L��- -- --- - - -- - -L- r --Tv- v H TEE w/tBl \ __ --- - - - - .__ -TELE �►---- w000 FENCE-f /L 5 24 _ OF w to <07 JOB NUMBER v E TELE BKFL _W/L StA t6_ I•4 CELE CONDUIT B 45*SEND w/ YI ark c 2 c5 IL 01� / - STA-022- 8■ 6L TEE TRENCH B■6 TEE w/t B S T8 w/TB F H ASS Y - II RT w/ CRU'.,HED ROCK F H ASS Y - 11 RT 1160 --CONTRACTOR t0 STUB AND MARK T� TELE TO R , GTE 10 EXTEND TO MH SOUTH - PUB'_IC 15 _.-_--- - 5 S ESMT `I%-"fl.f Aim �. qa .J.►- .•... �..,, �• ► r - - �•. .. _ - ��_ yle� i .wwwYl I.► wr.,..n.,..wa. 1 •� ! _," �..,• 1 war.a ,• .N,Y�.I�- _•10, .�Y,•�,.•. • ' ' III III II III III III III I I III III III 1 I III !II III II. III III III ( ) III III III III III III III I I III III III I I III I I III I I IJI III II)II I III III IIIIIII IIIIIII illll I ti •1 � I I�•a I�j �1 L� . MUTE: IF THIS MICROFILM-D I 11 I I I fs I I Ilb I I 11 I I 1� • DF'AWJNG IS LESS CLEAP. THAN _�__ P.IS NOTICE, IT IS l IE TO TFIE QUALITY OF THE OkIGINAI. g Z Z LL L 4L Z Z L iL Z T i L�l t t I �i ! 1 1Tl l 8 N I� nillilli DPAWINO. IT ��� �'II )III � I IIII ]IIII III1IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIII�IIIIII IIII�IIILr.IIIIINIIIIIIIII Iliilllll IIILIIfI IIIIIIIII!I(I?VIII I!,IIiiIIIIIIIIIIII II►►IIIIIIIIII�IiII Illl�llll�llll�llil IIIIIIIII IIIIIIIII IIIIIIIII IIII�I!li Illlrlll J U"AINIiJ ` 199v + r 110 <r.•.....-.:,_....._. ..-.....-.,.._ _. _. _._ _^.••+:+sw..+,•�I.+B�II� L,,.n•.,•....•..wr.Hna:�-:,.�t'+ela^cs. Ili as►,41�1111a • ,. �.- _ - I - ,RII�s�.vwra`>alrra .v,�WN.gRR.WrHNWr„•.. _ _....,....,..._._"_w.,...,��.,... _...� . . NOTES: I.Y 3 > ALL CUT/FILL SLOPES ALONG PACIFIC HWY. 8 DURHAM hD, i 119TH TO BE M1.XIMIJM 4:1 SLOPE UNLESS OTHEWI8E SHOWN 09 DIRECTED. i 2. PADIS A.0,C i 0 TO RECIEVE HERBIrIDE TREATMENT AS SPEC. - SUBORADE ' TO HAVE 4' OF COMPACTED 914'-0' CRUSHED ROCK, 9. AIA.I011 Na. 1 TO RELIEVE Hp RSICIIDE TR9ATMENT AS SPEC. - SU*0RADE .4 1 'rO N'AVE Z' OF COMPACTED 914'-0' CRUSHED ROCK. ILI _ r ` �� V X JI1RHAM ROAD171 4) 2 uI0 W 8 S/w TO BE CONSTRUCTED CG, r �,\ PAL, '(" Y�--\ 190 - CONST 24 B[ o Lu � To WASH CO ST05 / \ 188 ,-��- in / COuST 24 BERMI �yir egg ) F. F. 194.70 INV. , 1•\ �� lee \S G E L top 186 - r--- � deg \� u \ S,84 03 - � / \18 Trvc DEPTH CURB ILI / V PAD 'D' w i W / 1- •- 1 --► ro r RIF/ I '"v - S G EL3 8180.9- - , , l --lea - I i v �• � 18 2 i _ �1 g', - � n f!(TRWED CUR8 -�•� �' / �' I / d O: , Ia0 - 1 . - _ � .( _ / ------- 19 ..�. _ // DRAIN V 1 �MOUNTABLE TY N `P _ - _~ -� / / -* V1 CURB P � � _- ,• \90 I, ;T S Ix cr Z Z U!1-- / O CONST 2.1 CUT SLOPE 179 - --- _.-------- ------ - 17<i `" 1 / 17B / _ > 0 O U a ----- MOUNTABLE CuNB + / 1 V =168 4 - - - - - _ I / Iu ♦♦ 1713 17 1B I I aD f / ' J ' - - C - - � 177 _ -._ - al• / SANG/OIL �N IT7 - -- - - -- - - --' v I SEPARATOR 2 _ --- - m _CQ a'° �S� / -------...- ------."-'-._- _- -- -. --- - -- MN R:17165 I /�rNV IS' IN 163 IS-- ow 11 QT �/ INV TNRU= / INV IS OUT - 162.45 NOTE ' SEE SHT 5 FOR STOR M SEWER DETAILS '660 \ 5 sT s 176 -- ----------- --- --- - - -- _ .._. -_ y---"' > , MOUNTABLE CURB TYP` 5t h � 10 I PIF I - - Q Ib- IS ... 172 --- L 10 S T s r2 5 T 5 - --- ---- ' � 1 / S �••��•� - / t 5 CONST 2 4 -_ In S/111I TO BE CON RUCT tD / ! 1 1 0 50o/o ' S 0 50% r2 Sr S t 175 / 15 S'�,� NIGH BERM TO ]r AS N. CO. ST / - M "_ / s 0 in; - � �Q1 h C8 R 1 176 - c e R r 175.4 • C 8 R= �� S = l O °/ I S' STS .A •--'--s �- rn �n I l'1 / INV : 173.17 1 ''. INT•. 172.65 in INV = 11 i Imo-^--•---„ 174 _-'-_- -J /- a = Ir' 2. 3 R 74 CB . 1)3 S _ 1 N INV I)1 06 4m� INV - 170.24 �� Inv 169.6 I f 174- ��� F.F. 179.7 J Q PAD � � �.B 1v= 1 / � / �_ '^ o_fn F 1-� �r CO.ST 3 1 s LOPE / • ITT A rvv12J - c 175 / Q INN' Q /\�.dO �]°t INv :I7S.0 / `.. �° -- -173 ,n 1-759 - -- L-iii Sr r R=I) Q�QS'S sr. .v, INv 175 0 Io ,� 10 ` L---`---- INV 17(J 7 q / I . w S:4 S 30 a •O,r / L SIG E L j 7 o,0 0 �O O �ol s i TD / ----179 03 / / � y•� °o \�" INv. :i74.4? COORDINATE W/ ARCH SG J INV = # / / EL. = 17 3. 33 171.60 BRANDIN GALVANIZED BIKE RACK �•'�`, y FLANS FOR ROOF DRAIN F. F I T4.O 1 MODEL No RIJ 09 WITH SURFACE FLANGE MOUNT ITYP. 10 LOCATIONS) V_J�a r !N// j : INV.= 171.7} / (:ON T I NUA•f'ON TYP '`\ OR APPROVED EQUAL r _INV : 1717 o F.F. 176. 0 i' To °� 0 ' �0 INV : 17T 8 : S. G EL 175 33 NV 170.e0 N IT F. 4 ► / z �'; , ' ! �• F.F. I p T _ F. 175. 0 6_1 " F F. 1•/d.� TT. M S G EL - 174. 33 . S. G. = 174.33 S G EL = 176 33 175.x-. o �`'-'- o -}174 -173 NOTE' BLDG. PAO BASE ROCK 8r BLDG CONTRACTOR A- 10' �' • ^I • Q \ TYPICAL B" a I fff ,. I T 9 'nim -- 172 -- - i7 o f j 3• \ CB S-o.so , INv. 169,11 INV : 172.00 _ • l (� r rNy�p3 3p I INV 172.60 a INV 111._ 0 iNv -. 166.5 m "'_.--------'-`-i7) .. � ^ 0 0 s ^ o 6 9 B 0 IM+ .. STS `�� i ! _--�\ 4 of R: 1 7 3.2 0 0 .• �---- _`�' (� ad 45 r n f � _--_"iT ---- I - =29.6 °!o - f° o e ��o INV = LTO od- es / CB R 16B 80 N N N o CONST. 24' BCRM "� I 1 •']�6 s ---''" I �- f7'� INV - 166.30 O N • \ 111 \ - I (NV =?6767 r oo MyST. S. �.. / / T is, 169 1 Ib MN R 174 °•+ Tto' e° /' S 1.50% 5 4 °/ / 5'0.W/o �� < < \ - -- _--- 174 -- _ I INV = 167 55 ,1♦ 0 ° =al o 0 SHOPS 'A' d _ o _ 1 0 , f• TSS ' T�3 \1� g; \�� `^`h W -4 u / \ .4.600 ,.s P ` .�.; \ ` rn / / • 3 / l_ s• ' / \ / � 0 fns 'NI / J ` M pt W N11 \ J /�' f MIG / 12 5LOTTE / u : �l R x.172.8 \ \ �/ / �' / DOA IN C B R': 165 B / Ilr M V1 /� {F Y LLN / r"- Z / 1 / DEPTH ....�Tm, - / I/12 GA ) /�Invn2 SL. 0 1N: 16& � ,, ` :B..ST IMV •IB B.4 _, GuRll.. M ! .. / 5/ �\._ S 174f. INv. 12" rN : x 6 3 0 Z i i \ / 1 B"ST. 'i _ r»4 n.:.eu 1`1157! . /... � - 8°0.iA/. � 171) -� S- to a J' . - ► N 0��'�-�-- I v;= wt° \ li I6 6 J� -- -__ S S ' I DO /o -- AND 21 P �r' �° n O INV_: 1 69.95 �' MN R+ 21 ST o 2 y' __'__--�60 • n `- MN Ro-LISB SEPARATOR ,.\ n r 0 9 INv. 17 IN = 1s6. �` 162 �~ ~' INV ,•:I' THRU"st 25 % •� - INv - - `� CONST FILL AT 2-1/2 ' I ,� c �. 1�: �� ~. � I .. IN - Baa qi � OQ ' V ` 15A +Nv 2r TNRU Ia7SS -- I SLOPE /' \ c. ,ti Q I6 454 ° I U) wrl, EC ]6 St 5 5 7 2 0 oj° /1) W 11 ♦- INT ]6 IN-- 15310 O SEE SHT, F0R� P�gpF,�E MN N 1601 INv 36 OUT : IS2 BO -� 1 I / W > INV 21.. IN r 140 O E f ul � M 1 R : 144 2 0 (/ I I �` NV 36 IN 1 S9.84 / �• \-•--- Y� / I s r / / INV 42' OUT : 139 64 / J \ I N lup CuKOt]• 0000 c RS v SS/w bu ,yW Z 1 1s9 O Z Z Is9 B' STS 1• Dr Q Sr 575% / _ \ II-V4 L�Ile- 0 0. S J 1[.I'S'1 7 CURD tND DElAIL 2 - I/2' A C PVMT MOUNTABLE CJRB- 0 O AROUND PLAT: , .. W -CONST FILL AT 2 ) MTS 6 - I-I/2 - O�� OR /! - ♦c 0 0 . ' . .-� 0 F-- 188- SLOPE ROCK 8 ONLY ~ Q Z Ise I + 167 _ , u .._- - o-- mow: q%.2S Gc1n/T, T ir BTM, f' F. F. 170.50 i IN o u e (ucnc. �iE 3452 �EQD o►k` W ¢ z I S G E L = 169. 83SLOPE Q \ 1cl Ito • I `° 5� A C PvMT ! / .lr • G IF CuFia ,S POLIC 1N PLA4E 0- Q I 1• 0 L� I �l C MP SLOTTED COMPACTED UI II- 3000 l Z � ,.!! 3000 PSI i DRAIN ,+V CONC °-� SOIL STF_"RILANr AS SPEC. _. ` P �; O ��CR OR0CK I lam, J a 1 G. EL.r 163.93 ! 2 I I-_�4- BEDDING F.F. 164.6 s� / a:� 'T�.e ,/ AP�It>LT� PAVEMENT SECTION _STC SECTIONI p Q z 4 0 1 N SLOTTED DRAIN DETAIL NTS _- Ila-A Q p 0 PAD a °e ` COORDINATE W/ ARCH PLANS t63 - •� //„K _ \ r� C' 0. / / I _ m J FOR ROOT GRAIN CONTINUATION 3'I/2 AC (2 LIFTS)TSI PVMT � ___ _ e a- 163. TTP [_ , FULL DEPTH CURB -- 8 25 CONT T. I / floor` e h -- I ----- L-162--- 6 - I - 112 CR �/ - - 5.1. INV 59q ,� ( INV =1600 I ROCK ROUND AC PERIMETER F e ��l �'T4 A - U1 _ 11'nA. (WOTIE', 5% Lu INV = 15S 4B 6_ ,. REQ'O 01JL`(I IF INV. ■ 16�.00 ,� C B R = 16 0 5 ° „ �'� f o J CARPS 15 �� /^ 5� IEP Rr 1/2 RAO II'T _ ►. _- POUR �A� I R■ IBtd 'i J \ I IAC K COAT u _ri,- r • FLAG INV. ° •� a Is w - o t c NOTE : HEAVY .� ` � IIY14a0 4Y• X66 h Lo . rj- c�U�l° YAREAS SHOWNSECTIONINv,1 Or /'..v. TNRU+1 3o • ° .16 , .R., jC�.,,�/It T. S. S s \r!' . t BASE GCM, v .�f o'4 / •..r, . - `� Lam.--+ 166 - �- "..•s +ems-- _y.1 t 1 s 5 77"// S li E 160 16_.. 158 6 3" 0 BASE RK 0R 1 -112"-0" ET Ise - -- 156 _____���� EXTRUDED ; � . T-- DURHAM ROAD T- PAD 'C' 3 5 — / 4950 S.F. J I I I I I I I I I I �� FT 4' " , I,o' I �T y / ( I PAD To I 0 7)� (V N � 7000 S.F. KIOSK , I W tj i ' cr z� /LLiri O c i I O I / 2 cr — / W O / / ! Q cr W rn o \� 2 5 ' 4' 24' 24' 24' 310' 24' 24' 24' 24' 24 30' _ / 24 ( r 24 24 9 �� 2 —� � O I w.• , ALO I I U Q PAD 5' 5 4' 48 ' C7 C�LC7 C� C� �� 6 2' cs �' 3 9' / 6 / 3000 12,_811 in 18 0' 12 0' ' S.F. O I V � \ 0 �� �� SHOPS IIC11 I z o SHOPS B p 11 11 8400 S.F. I` p = o MAJOR 2 / \ - •� O � �0] n � 12,60 S. C.i O � I I 30,C75 S.F. `-" / 1 4 3,13 0 S.F. o I - L) , 3600 S.F. I I CL. Ln IZ, / ------ -- 5400 - S.F.-------- � W o 00 108' 5"' I • N � ` �\ \ N 150' 8" 73' 4" - o V \ N o — ,' N7 ---- I I co 20" o Q SHOPS 26' ' o Q. N "All �r-�� Ln - "I. LL —�j vwi / \ --- — 24,600 S.F. �, �� ,' ,,'' � � ra U I W 7- 0 O , O N 25 ® 27'-011 CLR. in '7 N I I a o .. ..__-.. .._ -. ..__ .. ._-.._ .. ..--..- .. .. .. .. _.. I J a \ IT I 1 WQ F- CD - LLI T I I F- a ' N ----————--+———————-----—� \ �-55,_41— 7C' 88' I O W `� EL � \ � w 2 S I I C_J O Ir -- -- �JO DRAWN ( DATE , — I/ .I I 9/4/8'.I MAJOR 11 111 1 CHECKED REVISED 001 45,225 S.F. I pr,JJE­CT 0s°- X8649 —t---) I I i SHEET TITLE FIAD 4000 ' S.F. N 1 NORTH184, �NEE'T / _ J --------------------------- 0 10 25 50 100 rn -� ._ , -- Y--- - --- - .�_-._ - --- -- JI K Alb �I1 � lIl �I� �I�I�+� �I� �I� ! �I �I� �I� �I� �Ib� �1� : 111 iI.II�I I�I� �!� �I�I1�11�1�1� �1� 1� NOTE: IF THIS MICROFILWI) I I 11 I I I G I 1 I J I I I I I I 1 111 I I 1�� DRAWING IS LESS CLEAR THAN — -- ( _- _L_ THIS NOTICE, IT 15 DUE TO UAIIII£IIII�IIII illlllll!FI!Illllt[��lLtuI�,I!!!I LIIIIIII4IIIZIIII�IIIIILIIII�I�IIIILIIII�III��IISI�IIILIIiI I t!IIIIIIIIILIIII�II8IIIiIIII�IIIB�LII:l.,,1i;11L1 l!III�III'��II[I-II�IIIII Iilll�llf-�il!Il�,�Ittt iIf11111I 11 I 1 1 - IIIIi IIIJ1,11111ill THEQALITY OF TT! ORIGINAL 1T�LI�II�IIIIJIlIII„Ir�l.ll l J UNE .1 -. 000 .R..,.,rs•! -.Al....,....iv..iMtil•enn.........-r....n,,.,,,_,.....o.........-....W. — _.._ —...�. -ENO ON .vw..wwM.uw*..n+mss..wfr +..+. . 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