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Plans S. W. 69TH AVENUE i ' \ �� Fs �pPAO,r •- RETAINING 4 admd.. _ =-~- U� _ �� �G1 N�� sib -- WALL LIMITS OF WORK 1 1 7 LIMITS OF WORK I li 1887PE ...� , ,„r, _/ ..+�, - I:c - ..,�, ___ L,,. V" ",�, r. IIIY ■fa r ` tI� ,T� r+ a ,� "" - �,�'�" / �. ' ...• •I• \ ,.��� '� �•` +F�r 1 ■��� _..• __ ` 2 .r ' `` � / '.. r / `r ^^^ �' i•,r•.. ,.+,.. ...� _._. a _,` �`.• -,,.� ` /� -` "••.. 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Ill ♦ ♦ _.._ .�. _ k err ♦ - ♦♦♦ _ _r�. . - .. ra •, ii.. - ♦ ,1,i� r$ a ...- �. .. >♦►♦♦r a ♦,�..�._� r. -� �. _ � ,�Timm�• 2 }L::[: . r \ ♦7♦♦♦♦: 1� lam:� ° _.• C} ♦It 1 ►.► ♦ / �j\ I .• ; / 1 \ ,. _,r i :N\ E-- ` �%_t .► /� ` 1 �► ` ►�,► '" ~- .� „i;J l �. -. -- \ ~ / / \ \ 5`�. `` \ ! 1 • / i / / , / / i 67.00 1 ` 65 0- J/ j ►� 1 ` i 1 i ' PFP. / " 18M '� 1 / \ \ r. 4 FEET OF PRE' LOAD IN AD AREA / ( r III TEII t ► A _ _ O /-- ;';',:; NIP' \ tom- -- \ /��f t / \ \ ` 269 X70 6` w 9 / ( i 4 F LET OF PrRI LOAD i�PAD AREA -- / / 1 6,,,,, :i' „ �6 ST M: . II / - /(y`° I O� C) // •I / ..4-FEET F PRE LO,D t IN, PAD AREA / /\ I \ 2 - / N. F.F.= 70 \ ,� 1 ��/ �';• / / F.F.285 \ / / f 11......:°. // / 70 , ) / , / // / / 70.0 r / \\ \ \ _. w -- 27► 0 ,.,1 \ / /f \ / j f / F.F)=2 0 i / \ " ..., _" --- -- / \, 70 / �- ,,,� -... ti\ \ 1 ! �,`.: 1� \ • �,_- / 26 t 1/r\ ,, / / / \\\,�`��/ / !/1 1 t t_. ✓`/�` r.. �\\ \\ �.. \� \ ... 268 / �_ \U ! 1 nl€ �# �� / r / „Ej / / �/ . °r +� .�'N r ..... // ,,.-R \ / t , 1 � \ �` _�. r/ - � rr- 1 / ) ) \ ` . ^ � / ` � ' \ I i { I .,� \ / / t /,, \ / ,� / 1 �. 275.0 t /�i 1 - ~- } \- 68--- -. 27Q.► I l I I Ii: . 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I _ Z6 r .. \ �5' t) a+` �' (SEE NOTES)._ i fit, 1 t 1 ` / 283 / .z ,�0 "// --• 3°I i dilliklittli\ I fry . 4;,tIR 0,tpit ''1,:T. \ ,___\li t Illigli gig;.. 1,q. a I 4// z eta{( �I ,� tt }, i ,t, i' - -- \ lid r Salmon �,• 1 ,: I r . ji, t , +, t. :i ' i'id:s i4 ; :i t t -/ e'C? 1 d+ Sure 100\ \ !`::' :: ,•. T! T C.B. Portland,1 f i i ( _ P r nd OR 97205 {I.II,r. �� ,.�. Ily .3 J, ,;t �N : . , . I. i \ �..1. 2, r._ a > > r Ili I' iiiiillii,v. \ ! I ' �-4 I 4t � :r , � s .+: .1{t, !• .t, li'llilipti, 1 I- ,}i ,e 4. �.. . p '�a- -.t'- ri. i e ( \I t �, f 1 ( y _ \ �ii� Tel 503.221.1121 I tjF' � .2.L�� 1 1 !,r, r 't i f i r.i � �•I# -�rill� , i t t 1 i -r I t►� /� - ,:P,; , � , rt ..t a, 1 t .. t;-, � � 1 � ..,, h. . .. ., � { II, t A r _ a 1 .. � 3F t t 1 ,r I i ,, , 4f , l .; ,, � ..,_ { i 3 � r I t'. s {5 J -�. Q , i r �.. 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(311""if7i ..__. _.- .. r'r'A"!C. ._-. � � ...� ., � \ • - �_ - _ �Q/ as / ♦1♦♦�I�.,1 11 III 1 ►� \ RETAiNI�IS3 WALL \ \ \ \ \\\\` 68 5_ \ �5, -. -_ \ _ �� \ s ` ,I ' -�=_ - - �"` I w RETAINING WAIT _�� •• 1 ,111/ \ > w -- -- SETAINihtG'WA + w w _ ii ,�.' NEW -1 INLET \ ` \ i t._„• \ \\ \ \ _ -- w:. NEW DITCH\ . . 1 \ -- N. ` / / /�1 L DiT°CH fE 2 DI►« T !II 70**---\ \ 1 \ \ 26 , 1 51. ` \ NEW DITC#I \ / �.042f •""1 I S=0.00551 14"/ // f \` \ \ \ \ , ---) v CLAD a f E -�RAP` // -1/ II I t ii __,_ -- __ \\ \ \ \ `\ ~\ \2 \ `\ \ \ . '= r r r \ , l / .r / .i JfI \ \ - \ \ \ \ ` _ S , \ \ \ �. UAL CLARANCE AREA ( ) _ ..... L_ _ / -- O- -+� /- . \ � \ \ \ \ PER CITY OF TIGARD CODE (18102, / ry \/ �. --- -.. �. ..... \ �� �.1 \\` \ /\ !... \\ ' `` \ \ \ \ \ \ \ _- / y - / ' \\ '� / / !i, 'J '� ltl• 4 -- �....tw �• ;-ec.;z<. �e / t�, l J/111i\\ - �s - �\ �S` \ \ \\ \� \\ . \\ \\ \� \ \ \ I _ - f .- �W - � / _it-1.-1.4) c...z_ J /I API\ \ / N ■ \ \ \ \ \ _______-- it .� - ,li"I / ..■ �-; " a �V{0Q a °6'. .... .4-1 '•ON IIWHn X 1 I \ 4p �. \ . \ \ "` ,I ._ / / I ylll\ \ / ■\\ -. \ \ \ ,. \ J u IUD.!® �-- .hi \ - .� / I�Il1 \\ -- - \ \ \\ \ o eft t �tll�u411r{�uoO / �It -- _ -- _ \ 0 iii ,,POAO Jdd _ - / I11 \ ~ ! , _ \ I � . III \ w .-- O Ai�t / \ `' _ W--- -' , , \ - _____________---;.------.0 -.79-(?) 4 E GRADING PLAN _ k SITE -,,.,..... .,SITE- GRADING NOTES :- _ _ ., . . _ - SIfrGA I \k--- 1 1 sn 4°-Ct a e 154_---- EXISTING CONTOUR LINE MEM& WA .�___ 155 , sv - SPRINK I"" k,...,,� G A:TION VALVE CAT'e BA N NEW CONTOUR UNE P4 ti 0 MANHOLE ® TELEPHONE PEDESTAL -.. UT1U1y POLE x,\61). EXISTING SPOT ELEVATION CONSULTANTS FIRE HYDRANT GAS -- GAS LINE 154. 5 0 METER i , ii>< NEW SPOT ELEVATION PROVIDE STAKE. SEE SPECS. ©WATER LINE Ti LI -- U TY VAULT WA MAI EL ELEVATION I . TRANSFORMER AND PAD pasj C ENERAL NOTES SURVEY INFORMATION B. M. BENCH MARK TEL -- UNDER GROUND TELEPHONE LINES ► VALVE BOX COVER ,10,..0itt 4 T. 0. C. TOP OF CURB LIGHT POLE 1. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT, SURVEYING, PERSONNEL, SURVEY PREPARED BY: SAN -- SANITARY SEWER IN B. 0. C. BOTTOM OF CURB S N LINE TRAFFIC SAFETY CONTROL AND AS-BUILTS FOR ALL PHASES OF CONSTRUCTION. G & L LAND SURVEYING, INC. M. H. MANHOLE ' ° WALL MOUNTED LIGHT 0 8116 S.W. NIMBUS AVE. - FIRE DEPARTMENT CONNECTIC iftom• tai) CATCH BASIN C. B S PWR UNDERGROUND ELECTRIC t i 2. CONTRACTOR SHALL VERIFY EXISTING AND PROPOSED UTILITY LOCATIONS, B. E TRC LNES �s OC ONS LENGTHS N BEAVERTON, OREGON 97008 ELEVATIONS S AND MATERIAL QUANTITIES PRIOR TO CONSTRUCTION. PHONE: 641-0308 OHW----•- -- OVERHEAD POWER LINES JOB NO. 1893 • 3 11411 /14 . CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY UPON DETERMINATION OF UTILITY CONFLICTS. �' •---- -- SR SEWER LINE C) BENCHMARK ®4. PROPERTY LINE BEARINGS AND DISTANCES AS WELL AS SITE AREA INFORMATION X -- CHAIN LiNK FENCE LLJ CALCULATIONS ARE PROVIDED FOR ZONING AND PERMIT REVIEW ONLY. Z 0 0 REAL PROPERTY LEGAL DESCRIPTIONS AND AREA CITY OF =CALCULATIONS ARE C 0 TIGARD, BENCHMARK NO. 167 ELEVATION 221.84 FEET 1- - 1 -- CATCH BASIN w TO BE PROVIDED BY A REGISTERED PROFESSIONAL SURVEYOR. 2-1/2" BRASS DISC IN THE WEST CURB OF S.W. 72ND AVENUE L AT THE WESTERLY EXTENSION OF THE NORTH CURB LINE OF .- SANiTARY MANHOLE LE 1 5. CONTRACTOR 0 TRACTOR SHALL COORDINATE PUBLIC IMPROVEMENTS ANDINSPECTIONSWITH T CITY OF TIGARD. S.W. HAMPTON STREET. (UNLESS NOTED OTHERWISE) � katai ‘141° E-- -- STORM MANHOLE . (0 ,lies 6. CONTRACTOR SHALL COORDINATE PUBLIC L C iMP ROVEM ENTS WITH THE PRIVATE WV - Ill a! CONSTRUCTION ON THE TIGARD TRIANGLE SITE. - WATER VALVE LEGAL DESCRIPTION .• A TRACT OF LAND LOCATED IN THE NORTHEAST ONE-QUARTER OF ® -- WATER METER - CO CZ CORP OF ENGINEERS PERMIT SECTION 1, TOWNSHIP 2 SOUTH, RANGE 1 WEST OF THE WILLAMETTE GV MERIDIAN, IN THE CITY OF TIGARD, WASHINGTON COUNTY, OREGON A VA V Ct BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 4,10.441C M -- G S L E 1. CONTRACTOR SHALL GRADE SITE IN ACCORDANCE WITH CORP OF ENGINEER'S . ALL OF BLOCKS 20, 21 AND LOTS A, 1 THRU 16, AND 29 _ THRU 36 OF APPROVED NATIONWIDE PERMIT CASE NO. 98-1357 I "WEST -- GAS METER 3 IN JURISDICTIONAL AREA. BLOCK 30 OF THE PLAT OF T WES PORTLAND HEIGHTS WASHINGTON lezi. COUNTY PLAT RECORDS. ❑ - GAS RiSER 2. CONTRACTOR SHALL INSTALL TEMPORARY STORM SEWER SHOWN ON PLAN IN ACCORDANCE WITH SPECIFICATIONS AND DIVERT UP-STREAM RUNOFF TO PROPOSED SEWER. PROJECT NAME )4---- - STREET LIGHT I GRADING NOTES / ACSM LAND TITLE SURVEY T R EE I 1. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL NOT GRADE SLOPE BEING ALL OF BLOCKS 20 & 21 AND 10 -- DECIDUOUS I IN GRADING BUFFER ZONE MORE THAN 2H:1 V TO MATCH EXISTING GRADE AT PROPERTY LINE. LOTS A, 1-16, AND 29-36 OF BLOCK 30 2. STRIP AL OF THE PLAT OF "WEST PORTLAND HEIGHTS" ALL VEGTATION AND EXISTING STRUCTURES AND DISPOSE OFF SITE. � --- CONIFEROUS LOCATED IN THE NE 1/4 OF SECTION 1, CO I EROU,. TREE I DATE ,3-26-99 TOWNSHIP 2 SOUTH, RANGE 1 WEST, W.M. 3. STRIP AND STOCKPILE TOPSOIL AS DIRECTED IN THE CITY OF TIGARD, H ( C ECK: JK WASHINGTON COUNTY, OREGON TT` - SIGN DRAWN BY CD 4. PLACE AND COMPACT FILL IN ACCORDANCE WITH GEOTECHNICAL REPORT BY GEO ENGINEERS FIELD SURVEYED COMPLETED: MAY 5, 1998 I DATED MAY 4, 1998. -p -- UTILITY POLE PROJECT 98145 5. PRE-LOAD BUILDING PADS WITH 4 FEET OF FILL UNTIL FOUNDATION WORK BEGINS. --) GUY ANCHOR 6. AFTER PRE-LOAD, REMOVE FILL TO GRADE, COMPACT AND PROVIDE 1'-3" ROCK WORKING PAD. 0 - MAIL BOX 7. CONTRACTOR SHALL NOT PUT OBSTRUCTIONS BETWEEN THREE AND EIGHT FEET IN HEIGHT PER -- BENCH MARK (5/8" IRON ROD WiTH RED CAP INSCRIBED "G & L TRAV") CITY OF TIGARD CODE (18.102) IN VISUAL CLEAR. AREAS SHOWN IN GRADING PLAN. + , G1.2 -- TEST PiT .A{ ID LRS ARCHITECTS, INC 99 3/29/99 08:47.50 CD 98145G2a.dwg 4/13/99 10:13.47 CD S. W. 69TH AVENUE ` ' . ( �&oPROpt RETAINING - ,� - �" _ - ��� 01 N Foss/0 -- - WALL LIMITS OF WORK 1 z LIMITS OF WORK _.- 18874PE 'p �----------------------- J � � 188 -++ __ -.. -� .r T ?; TM' I ' '/C-1-`-- - // / i---) / %--- 0 Era \ ,... _ _ - _ -- .... .i...... .7 ‘ \ / / i z. __. .‹.--. - - -- - - - - - - - w r OREGO„, ..,„„„ c..- -,..... _ -,.., .......: - �►Y DESIGN BY OTHERS - V `` \ `~ STORM -• - --- N. \ \ \ > G �_ 2 t,1 R4A �.. . � ROADWAY DESIGN 1 BY ~- 6 . +... - �• mow. ®.- .♦ 50 /ID - - - - - - - - - - - - - -- - - -- - - - - -- - _„• `"` '- .,- .. - _ - STALL 48 M INS 48 M •11- ) / A R -l. -- �-- ~� -. - -' -~ -- -- MATCH EXIST. N T ELEV. - - - STORM '' ■ J ■- --. y ...• '". 7 -` �.� .tip' �••Illc �� 1 / i`i'e',vi U l__ 11 "� Mile �""� .: ,,r �tT ".. '' ,_ . Ilivrvill_, 1 ,l. . II ♦♦ • __♦ III t lc 70 ♦ ♦ ,� , ♦. „ " upo ..... -cifi\ ' _ J I i 73 :f N. \ ` '/-'`6� \ \ .,.-- -- »41 / '� \ / .�■■ ♦�' _ �+ 1 / '�l f / J • { /��),'. - ■- / • ^' �, 1 sir •1�-Y'11.1 M►x!1,.1 / .--. _.. ,_ �` / \ / ' \ I'' -. \ ~ -./ ! / f I 67 00 +. hi ;; : it I / r, F \ \ s .i \ \ ..1 " \ p ,,.,, f / / / J r 4-_ ,,♦, , -- /'� / ,,/ I / 2= '•� ��, / , ,•., � 1 ..•. � :,' : / � \ \ '� \ ✓ •� � 4-FEET OF P`RE' LOAD IN AD AREA f �\ .� - _ I�/ ( / roitiii-,TEm;1,e-AY 4 F T OF P� 6 LOAD A PAD AREA-- I r� \ `.,- '" "` � \ / / / � � � \ �,, . 269 ,.,, \ � '-__ � � -- X70. .,.,. � , � { { � �6 �° {{ / Oy�I --FEET F RE Is _r ! • 26,5.0 , ` / // ;, / 4 P \ LO�D IM PAD AREA / \ �- / ill -- / ' .� F.F. 70 \ 1 I , ,� ., i / F.F.265 \ ✓ / / / / / 70 , ) l ,� ` �- / ,� 70.0 \ / / \\ \ ~.. \ -w 27/ p 1 Gj i i / t ( "�•'\ / \ / F.�=2�0 / i \ .,,.,.. - , '70 �. - �.- �, - -ti- \S\ 1 J I A . • �. !I , !/ 28 ►i i / I Illiii \ * -- . s ,-, ‘ bo / /V r / \\ / // �- 1 \ �. -. i �� / } / ■ \ \ N- ;T: NN // 266 0' / CA.. 42 • \ -. 270./ J J j< I • / •-..- : ..� ( ° -_ / // 26Q ~- -- ---' 1 \ ■ // / / { r 267,.0 �. - -�` -26 5_' / \ J f ! J / / Mis \ V:.•� '' J / `� / IP 7 8 ,,. _ rinii,,5,0 n � ii:;:;r: 110// / ` / �-ti _ - �. 268 ------- \ - __ 4/ i/ - ii, / G r ""'_ r�. ► I , \ � ��V.:t 1■ , _ /Q�✓;; (4� I i t (perms , �, � �t � I / \ \ -,\ At)IN� U� � .... _.... \ \ `- � -- \ --- - `' ? 1 \ ) I /- I 0. /N 3 \ / y ! „� f /. \ DIG R / / b� 1 \, r - - --e 1 6 e O �, / 263 /itiiiiL..... o II / AIN `- • '6 r . A t '6t v R v i 1 o ii .6• • IL �6 �° v v -. _amides // iti f / #}ipull t ;,`},. .I3}I; I i�i��: {1 ! }:�,__ a r,,.- .,, \ -- \ - _. r \ • / ". . , ,. , 1121 S.W. Salmon �,i,h + / , t }+„. y, }f[It,i:, ��di�l ,{}'. ,1� .=I .trlk+f. rt fp! t! l:�i '� l T ` 'w ` / �) ,- �€ � . t',, t. ,l }; . :t :,i \ v " \�'""•- f#.,j. l ,. f d C f ty# :_L l 1}, ;,,: B ,I ' ti .I#, V \ja I y4 ; .., ' i �' t .: ./ / \ ^ n. � ,' � ,} , ti V.B• V /�. . . .. , , � , t , , , � . .- 1 � ,-._, / Z ca � Portland, OR 99'205 j `}+(j f{ ty( jtt' Sp g (i •/gyp � ] P ► 13, a .! }- , :NI , . . � .4j i,..- _. :. F: {). . i i. . .'.,-•'�,:i .. 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(�_/ f Oa, ) C of tl� s ,a_v ..r Y / J \. \ \ o \ \ /I I1\ -- -. s~ N -. \ ,� . . . \ \ \ \ N / ,� 0 \ _J ///JJl�`\\� 1 ° 1 �-� N. ,r � � , �- �\\ N. \\ \�\N\\ \\\\ N. ■�` ` �„.� ■� „,` �`` �\\ �\ \� �,` \\ \.e. Q ){ 1 - I / l: \ \ 240-•- `// �`\ ~~ ` . N \` � -., �.` �- �`- \ \\ \ \ \\ !- \ Q 1- 1 /t f I f 11111 \ ■ ~ \ \ \` \ \ .� ._ J / 11111 \\ - -- --- � \ \■ \ o 1 `\ 1 LA / 111111 \ \~ � ■ ` -- 0 1 \ ti_ .- -_' -- _ - D SITE GRADING PLAN SITE GRADING NOTES sITEGA 1- . 40-o • 154-----"- EXISTING CONTOUR LINE . „...-----1 55 sv - SPRINKLER RIGATION VALVE ® CATION BASIN NEW CONTOUR LINE ><1 © MANHOLE c 1' El -- TELEPHONE PEDESTAL -0-- UTIUTY POLE '� EXISTING SPOT ELEVATION CONSULTANTS x FIRE HYDRANT 5 GAS - GAS LINE 154. NEW SPOT ELEVATION ( METER ><, . . / PROVIDE STAKE. SEE SPECS. UTILITY VAULT- WATE R LI NE EL ELEVATION © TRANSFORMER AND PAD kaftel GENERAL NOTES SURVEY INFORMATION B. M. BENCH MARK TEL -- UNDER GROUND TELEPHONE LINES ►i VALVE BOX COVER T. 0. C. TOP OF CURB • . LIGHT POLE 1. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT, SURVEYING, PERSONNEL, SURVEY PREPARED BY: B. 0. C. BOTTOM OF CURB SAN --. SANITARY SEWER LINE '� TRAFFIC SAFETY CONTROL AND AS-BUILTS FOR ALL PHASES OF CONSTRUCTION. G & L LAND SURVEYING, INC. M. H. MANHOLE _ WALL MOUNTED LIGHT steno 0 8116 S.W. NIMBUS AVE. C. B. CATCH BASIN PWR - UNDERGROUND ELECTRIC LINES FIRE DEPARTMENT CNNECTIC (...) 2. CONTRACTOR SHALL VERIFY EXISTING AND PROPOSED UTILITY LOCATIONS, LENGTHS, BEAVERTON, OREGON 97008 ft. . . 1 . I ELEVATIONS AND MATERIAL QUANTITIES PRIOR TO CONSTRUCTION. PHONE: 641-0308 OHW -- OVERHEAD POWER LINES IQ '44 JOB NO. 1893 3. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY UPON DETERMINATION OF UTILITY Z CONFLICTS. -----. = - STORM SEWER LINE Lift 4 4. PROPERTY LINE BEARINGS AND DISTANCES AS WELL AS SITE AREABENCHMARK ------X -- CHAIN LINK FENCE INFORMATION . Lift I-0 o CALCULATIONS ARE PROVIDED FOR ZONING AND PERMIT REVIEW ONLY. 0 REAL PROPERTY LEGAL DESCRIPTIONS AND AREA CALCULATIONS ARE CITY OF TIGARD, BENCHMARK NO. 167 ELEVATION = 221.84 FEET E. 1 -- CATCH BASIN TO BE PROVIDED BY A REGISTERED PROFESSIONAL SURVEYOR. 2-1/2" BRASS DISC IN THE WEST CURB OF S.W. 72ND AVENUE C3 LIJ c( 1 . AT THE WESTERLY EXTENSION OF THE NORTH CURB LINE OF a --- SANITARY MANHOLE •� , 5. CONTRACTOR SHALL COORDINATE PUBLIC IMPROVEMENTS AND INSPECTIONS WITH S.W. HAMPTON STREET. (UNLESS NOTED OTHERWISE) CITY OF TIGARD. F-*--:: © - STORM MANHOLE (AD .09-• 6. CONTRACTOR SHALL COORDINATE PUBLIC IMPROVEMENTS WITH THE PRIVATE WV CONSTRUCTION ON THE TIGARD TRIANGLE SITE. -- WATER VALVE ILI LEGAL DESCRIPTION : . CORP Ift... 1.... A TRACT OF LAND LOCATED IN THE NORTHEAST ONE-QUARTER OF --- WATER METER CO Cft) CR OF ENGINEERS PERMIT SECTION 1, TOWNSHIP 2 SOUTH, RANGE 1 WEST OF THE WILLAMETTE GV MERIDIAN, IN THE CITY OF TIGARD, WASHINGTON COUNTY, OREGON IX -- GAS VALVE . BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: S 1 5. . CONTRACTOR SHALL GRADE SITE IN ACCORDANCE WITH CORP OF ENGINEER'S ALL OF BLOCKS 20, 21 AND LOTS A, 1 THRU 16, AND 29 THRU 36 OF 101 _- APPROVED NATIONWIDE PERMIT CASE NO. 98-1357 IN JURISDICTIONAL AREA. I I GAS METER BLOCK 30 OF THE PLAT OF "WEST PORTLAND HEIGHTS", WASHINGTON COUNTY PLAT RECORDS. ❑ -- GAS RISER 2. CONTRACTOR SHALL INSTALL TEMPORARY STORM SEWER SHOWN ON PLAN IN ' ACCORDANCE WITH SPECIFICATIONS AND DIVERT UP-STREAM RUNOFF TO PROPOSED SEWER. PROJECT NAME _ STREET LIGHT GRADING NOTES LANDT1TLE SURVEY - DECIDUOUS E S TI EE ( 1. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL NOT GRADE SLOPE BEING ALL OF BLOCKS 20 & 21 AND 1 IN GRADING BUFFER ZONE MORE THAN 2H: 1V TO MATCH EXISTING GRADE AT PROPERTY LINE. LOTS A, 1-16, AND 29-36 OF BLOCK 30 I OF THE PLAT OF "WEST PORTLAND HEIGHTS" -- CONIFEROUS TREE 2. STRIP ALL VEGTATION AND EXISTING. STRUCTURES AND DISPOSE OFF SITE. S LOCATED IN THE NE 1 1/4 OF SECTION 1, I DATE 3-26-99 TOWNSHIP 2 SOUTH, RANGE 1 WEST, W.M. 3. STRIP AND STOCKPILE TOPSOIL AS DIRECTED. IN THE CITY OF TIGARD, I CHECK: JK WASHINGTON COUNTY, OREGON - SIGN ( D RAWN BY 4. PLACE AND COMPACT FILL IN ACCORDANCE WITH GEOTECHNICAL REPORT BY GEO ENGINEERS FIELD SURVEYED COMPLETED: MAY 5, 1998 CD DATED MAY 4, 1998. -O- -- UTILITY POLE PROJECT: 98145 5. PRE-LOAD BUILDING PADS WITH 4 FEET OF FILL UNTIL FOUNDATION WORK BEGINS. a -- GUY ANCHOR 6. AFTER PRE-LOAD, REMOVE FILL TO GRADE, COMPACT AND PROVIDE 1'-3" ROCK WORKING PAD. -- MAIL BOX 0 7. CONTRACTOR SHALL NOT PUT OBSTRUCTIONS BETWEEN THREE AND EIGHT FEET IN HEIGHT PER -- BENCH MARK (5/8" IRON ROD WITH RED CAP INSCRIBED "G & L TR AV") CITY OF TIGARD CODE (18.102) IN VISUAL CLEAR, AREAS SHOWN IN GRADING PLAN. S -4- - TEST PIT Gla2 0 LRS ARCHITECTS, INC. 99 3/29/99 08:47.50 CD 9814502a.dwg 4/13/99 10:13.47 CD