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Plans (10) PLM2013 00393 -----------------_ Id - - ------------ _ _._..., _,...... - ----- - ._._.. y Li lw° _-_ MIw10EL F 42 fp, 0 b N " J c� Ih e MANHOII, I�� FLOW LINE A1' CURB = 18 83' - EDGE OF IE SS ,...,__...,__ ____ SS .., _.___. _...... _ _._._._,._-.. 8 IE 112 �W�~234 31' PAVEMENT � S _ _ .. _. :__�._.... SS _, _.._.._- SS _. _SW BEVELANDa STREET:::, .._-._.._....., �, . S- .-„._ S _.. X 236.77 x 2. .1.Y'a n, x 238.66 `-- END CURB - IT ��� PF C j 1JRA HIC SCALE Li 1 AND ,UTTER 10 0 5 10 20 N __ _ __ _ . .. _ __- - _ _.� -_ _- W - W .___ ------------- -- --- ------------------- --- - - ---------- ----------- IN FEET -------------- �� 240 1 IN = 10 FT VE v__ __--__ ___-_ _ _ ---- -- -------- wtl PERLAND E - Ems. O I. ' - d _ „, .w . r. . .. 1c OE OE d.. JDD'E t d_ ;-" OE -.-._� - -` .aU a M- Cz 2F7LEGEND _. a ° _. °who A 6X4,,7 I I ° °. a ° WM a ° 5 ICATIONSEXISTING CONTOUR - 1 INTERVAL� � tT- a - 240 EXISTING CONTOUR - 5 INTERVAL ° _ J oc 1. _ x 235,11 - - 242.30 SW 18 , 5" ! a 239.80 SW X q3 4 �� 241 PROPOSED CONTOUR - 1 INTERVAL CIS 15" FOUND 5/8" W/YPC act MARKED "LODESTAR" ,� I 1 PER SN 30904 I I �. 240 PROPOSED CONTOUR - 5 INTERVAL Q -� r•n l 242.30 T - CB ( I I 1286 ® RETAINING WALL W 241.80 AC 241.00 TC TOP OF CURB ELEVATION �.r1 RIM=239.40 I I i^ -- 14" � I^ a I- 240.50 AC ASPHALTIC CONCRETE ELEVATION m 1285 241.00 TW TOP OF WALL ELEVATION 1284- ( x 242, 2 `12" 238.50 BW BOTTOM OF WALL. ELEVATION AT 0 d' GRAVEL 1089 240.20 TC AC 4' M a 240.50 AC I FINISHED GRADE � DWY- 8' ° Q Q M 241.00 SW SIDEWALK ELEVATION O °� CB CATCH BASIN ,- x 23>3.28 (E) EXISTING X 243.11 BUIL=DING 3 I I � BUILDING 1 � I I 241.80 TC NORTH END OF AC i I FFE 240. 85 FFE- 242. 45 �-. _.,, CHAIN LINK 241.50 AC FENCE, 1.81' W'LY WI f � � W u: 1124 co 1 LLJ' I i CONSTRUCTION KEYNOTES: Cq a� CONSTRUCT KEYSTONE RETAINING WALL E I if X 242.37 ey r3557 a - a I - Z- .1 X 238.42 a I ! a 238.90 � 240.70 TC 240.20 AC 242.20 TC -...?sto. 241.95 TC 241.70 AC 42 ca O 241.45 AC U 240.45 TC CB 1 a M 239.95 AC 'RIM=239.70 � ,, V a ° I I z I c. l to c<'; CX1 I _ I 241 Ufit 239.701 TC 241.20 TIC 239.20 AC 240.70 AC x241,.;��.;,~ l� V I ASPHALT C� L PARKING ;, -o ,� � � '2)112, ® � I . 237. 423 48 I N 9 CB OD 240.80 TC RIM=239.95 240.30 AC •. w I7 .112.2' OFFICE CQPY X 238.07 �, 3x1 o I i " ' 435.50 `TW I t� /` 235.00 k,TMi , --BW I .n R MI=237.70 237.90 TW ... -' "� II � 235.00....BW B U I IL_D� 2 �1 'r i is A lC I• plu F F 2 41 . 0 � ', fg Ri2�1 E[.=,1,:: ,.,, II � 234 ,, CITY OF TIGARD ---- ., � Approved .............. t `. .,.. roved..........».---------• 1 ��•�.� conditionally App 23 7 -- -- �, 40.50 TC For only the work as doscribed in: = X38 7 TC r -_ n 40 0.0 AC ° FOUND 5 8" W °r . -._.i ! I 238 2 AC ��.,, PERMIT N0. Drawn e / ,✓ i s rhf'w-. _. .. w_......., I I .., ..._.... t DMH M•h� 58e Letter to:Follow.--•--------"... - � �; D wn BY Checked BY S_._-_------- � I 1120 -_.. 2X4" Job Address::- pz�e: _f CZZProject Number MARKED "LODESTAR" --.-.�- - 1 /�PER s 0904 I % Ly: ��R GRAVEL _.. 093 i .. .-_. 2312-D'1 * 239 1 � )_240 238, 1-7 �_ /� ssue I Date 238 ` � �`HAINSOUTI-� LINK d� LY -' f � 04-24-2013 - 235:00 BW FENCE, Drawing File Name ..,. F.. CE a 2c�1' W' 1 a91 r Jam. N 3 .05'18"E'. °159, 8.8, 235.50 TW DI DI 1091 Sheet Number FOUND 5/8" I.R. 235.00 BW RIM=233.00 RIM,=235.50 12" --------------------------- X 238.22- F'Ep BEVELAND ---------------- �., _ s ___ _- •-.. � .:.::n_.::.__._ CONSULTANTS mc. WESTIAKE ASPHALT FOUND 5/8 ,.R. LJ ENGINEERING ♦ SURVEYING ♦ PLANNING P100 SITE PLAN WITH GRADING PACIFIC CORPORATE CENTER 15115 S.W. SEQUOIA PARX1rAY SUITE 150 503 684-0652 SCALE: 1"=10' TIGAR1% OREGON 97224 FAX 508 624-0157 P , -- --- _ ----- __. ------ �.._..m. --- _.__. mw ._.. ---- ---- _,.... ,4 � y „ _ I MANHOLE RIM EL D'DRAIN--- - _ ff Is.r eti {U f� LU f J CUR8=23&83' + ......._FD E OR I m ._.- _ FLOW LIC' 1E '� ",( ) 231.31 E _ 1,�.y.___.--,-. �.._..m. ..r S -.,_,,.,.,..,,,..,r-„•- 88 __,__. .,., ,,.., S8 _ .., _... In L q h ' PI19 L"P^'^d T ..w__..._ ...... SS SS SS SS SS SS 1.a. :-234 zSS � � f f. S _ .....,_..I., , .._.._.. SS SR_- - -• K_ _ _ _ _ S _ ,._..... Sq S X 238.72 � I -232.34 � -, .-, ?3 7.6 X 238.66a AND GUTTER - .AND GI„PTTEiC ces ` ., GRAPHIC S�,AL_E 1' Ire 10 0 5 10 20 1111 �J 41PdI' '� ---- ------------------------- W � 'yLP_.-.._r,e.r.__ ----�� � - w v �� � � ------ ---- 8 `-.a ( IN FEET ) -------- .50 1 IN = 10 FT ---- ,---------- "•, $ - \I U8 l Ali _ IE 2.58 � �j�t� cD ,. • _. , •a......... n _., ,,....._...�.�- - ,.. � . � 1 . ------ .- -- ,. - .�"C�; � ._........_..� __ _ .. _�_ :A.urd a ''rlf'11`�' 0- ==7 .� ,; �._.a .___. �- �. __ ._ )E L Lid =_ _ _ _.,._ w a la - _ '�._ V OE OE .._...�.,____ -__ �.. JE _ �OE I� �. _ OE d J�l , ,.°° . �_ 1 LEGENDC"c "w 1� ��,Af , .° 0 � ,N d d _.. -- d „ ® CATCH BASIN 1 ° $dull d d 9 d ti G � � w "w ��� 111 ^ d ° d. 9 I = 35.21 ^^4 1 = w �c 235.1 �., STORMLINE 5175 - il FOUND 5/8 Ji I CSTUB 3 1^ Q ; MR,I°II C.D "LODESTAR' ,1'111 ES 236.85 °. SS STUB I x ^ ', SANITARY SEWER cc3 PER 1 G'I 3081'L.,.p. IE=238.45 ` I 7 �i :F G)I DS WATERLINES 238.350 - I, _ E=239.95 -___1286 r W RIM 239.40 I I4 cry t �' IE=237.40 1 3 two 1 cif d- _ 0.50% � �, _ ii ,.._ S.W L ^JI 4 GRAVEL I mo'`` _1089 4"" I 24//?. ? 0 M QQ I . _ DWY- I W 000 1.OD% 1 ' - d ROOF DRAIN - DS CONNECTION CONSTRUCTION KEYNOTES e^,oi?.28 I 1 6 IE=239.95 >I° BUIL�_DING 3 d BUILDING 1 1 ( � '� •,- O1 INSTALL 6" STORM DRAIN AT 1.00% MINIMUM. 1 0 I G 0 °`°� CHAIN IBJ LI Iw If ,� 2 INSTALL 8 STORM DRAIN AT 1.00% MINIMUM. S 6 1 f FENCE, 1 + L s,. F` E 1 81' >f n ' 1E=23 .35 1 1.00% �� llpll .w If I � � I, �� d''I O3 INSTALL 10 STORM DRAIN AT 0.50% MINIMUM. �,� I I ° W° '�x UJ ® INSTALL WATER QUALITY MANHOLE. CA ° �! O INSTALL STORM DRAIN MANHOLE. 6=0 1 1.00 I % �.,wnl � .ml ,�,� ,III" � " ROOF DRAIN DOWNSPOUT CONNECTION TO STORMLINE. � fy f , I i jG I O7 INSTALL 4" SANITARY SEWER LATERAL. " (�7131SDS_ a _y� d 0111=239.95 ® INSTALL 1 WATER SERVICE LINE. B _J SIE=238.35' 6 ._:_...� _ __-.._.�.._.__... ...._.___..._.............m.. _.._-_..._._.. .__,_______.._._._,_...�......._ � I'�. ( - I _ , I �9 INSTALL 1" WATER METER. _� RIM ( /'� �� - °� G � f -239.70 - p' �` 10 INSTALL 100 LF STORMTECH SC-740 FOR DETENTION. ■�} s 1 00% p -� LE.e 237.70 236 Hill V II , $ �o4 co .- ITi I E 37.3 I I 8 , -� ! � IES- 3 ih � IE=23 .65 d 1 ' I .�' fit G I t/ I k I I 11111111,,1 , , � Iq � ° a I 111'1'111 � .�, z .I. - s1 a lu::1 hOl I h Nin 2008-0098 }0 1 4 /? I r.lLl l J I r 241 � v f- U A1C I e � � o I 3.20% 1 0 �- O I [E=236.23 - (' E=236.53 IE- 3 .83 I I G - c� P E-238.95 1 n !� U 3.00% /V- �' .� ® �-- .,; ^14 2 1.00% a CB �: I_ v / G 2 RIM=239.95 � 8 IE=237.95 Q `94 - 1.00% 2 IE=236. 1.50% 2 IE=237.85 _. _._...... 1i_L n �i V , EP ill°N P J L I hI G* I _ �C,@:: I I 1 I / I 7 _ G ?,-. _ _... I W _ Revisions r IE-236:30 I 111 N 2 1.00% rn RIM=237.70 d SS UB 1122 • IE-23J�! 5.70 7. IE- 7.05 `> _ ��........ " ,?'8.07 0.50% 3 ✓ ' ,� , ..� �'-310' N WATER QUALITY MANHOLE 4 � O G,,. I I E - 10 p "aV1114L N RIM , 237.80 �_ � ('8 NE)-236.05 ,���,�- .i4 �` BUILD 2 CATCH DA�»IC P. �,, • . . . m d Rlimlll i��._ m�.33.a 1, 1��'✓^P r= l°,IMp Il. II 2 234 3 1 UNDERGR UND STORM W TER I STORA 6� E � IE 3 .00 h 23 _. � .. a D DS DS --.- Drown By Checked By I - 6 IE=238.550 OIE=238.55 DMH AFN -h © 2 - I 1120 „ ., 2X 4" Project Number -4 MARKED "LODESTAR" I "�C,.. 1 I 2312-01 PER RN 3oln R��+"loll l 240 r� Issue _..T..• ,,,. 237.78 " `�"," _. ��d 1@ @-Vfl 8 E�1C) I C. I Date 0.50% ..., __ 1.00% 1 ,... t,IP-R��I�J LANK P>4-24 213 -._ PENCE, 0.20 WLY 3 � �, -_-_�.38�__- •, E=233.64 ,� ' � �- '• � � Drawing File Name �•.W II"' ,,....� � �,..,,,,».•�'""...�- ..�.-N�..� I �I.°..''I",h �.+;.a.., a;II I. 1 � ��1,I _.. .,m,.•. �..,. D I _.,. ... RNP8, i 1; RIM=235.00 RIM" 235.50 12" _235.. ";' V sheet Number r..C,tNO -E=234.00 E-�.�3:SJ-- --- - --- ---- ------ --- ------- - __. _.:.. ---------- - ---- -- �- _ _ ESTLAKE FOUND 1 ' _.._. .:._° nuc. ASPHALT I.� FOLINQ 5/8 , R CONSULTANTS ENGINEERING ♦ SURVEYING ♦ PLANNING SITE UTILITY PLAN PACIFIC CORPORATE CENTER P200 SCALE: 1"=10' TTG 15115 S.W. SEQUOIA PARKIPA SUITE 150 (503) 684-0652 ARIA OREGON 97224 FAX 503)) 824-0157 GRAPHIC SCALE 10 0 10 20 40 ( IN FEET ) E 1 IN = 20 FT O V a t CURES DRAIN SANITARY MANHOLE -- STORM MANHOLE MANHOLE RIM EL=239.42' RIM EL=231.91' RIM EL=235.26° FLOW LINE AT CURB 238.83 `", " IE 6"(NE)= 223.81' IE 12"(N)=227.31' IE 12"(E)=234.31' CONCRETE IE 10"(E)=223.71' IE 12"(E)=227.41' IE 12"(W)=234.32' WALK TO IE 12"(W)=227.26' RESIDENCE T IE 10'(W)=...23.51' � . -+ GRAVEL ( DW."I Me ASPHALTi \ i SPHALTEX. SDMH i \ CON R�T�E DWY DWYJ DWY — (2- d. _ - ------------ ---__--- ------ FH p ` wi6E) - - �' I- d e act - . ............ ....gtio, _.. �� M act _.._. �v r. 47 D SD CURET AND- c c— � c_f-___.._ � 15.69 LF 15 P _ �"� SDM #2 11.08 LF 15" PVC,1' S=0.50% 105 00 � � W o r,UrrF VC, S 13.32 ,3+00 104+00 fV c t� _�.__ �.__ _._. ,m_,-_,_m....._� _ _.__ _.. _ _ _� a... _-.,__ _. _...._ __4 ...., 101+n ,..,:,.� 10.2.+Op_ s�A , �� .as— � s� — - .,..." i-- � .a�, . ... � --��_w_-.I > �—..�� ____--. �-} .�._ ,:� -n- ---�-- --�� -• � S �r, ND 'UN ..c - — 3.� X _ 3 I CONCFETE CULVER V._s X C. �. r�, �' ._ ,> � ._ F�_AND ROAD x`.��.6r, SDMH #3 ��, 1 "' �s 2 �� ._� BEVEL � dam' ao 3L�6 X I X 236. 2 } , -El SIGN ` �. A 233.52 IE 12"-231.55' _..,.-_. --- _.rr _ _ . . -- & \ SIG _ r -.� CIIJ � �1 ,..:.W. __._._ =_ `'�'.-- -_� ------- ---,\ c, � -. ------- ----- - Ifi:w� PAR f^JG" S ?"�.. "NO PARI 16^I�,;,, � "NO PARKING Z - ; \ . -- _._ `. -^ i MB x. GRA CONSTRUCTION KEYNOTES m o SDMH #1 � ----= v L• s, -- SD D - -------- .--.� W W p - , 5D^ . TE, t _: y.. Is0 ddINSTALL CONCRETE VERTICAL CURB. SEE DETAIL ONof01— %M ''� OF cam.:_,- SHEET C4.0. 11E WM ASPHALT ,':,r• i \+..:,,� II� I� ■ r — C A T O PER 1 a„ ®4`JALt� . . DWY � � .175 DWY I e 5'I�1.1. � .� � �,�- ASPHALT TA d SPHAL 2 �. d d. COCJCREI'; . e - °' �✓ 5311 0 A" d r'q 15 e .._..w_ ,:. .._. 5149 5143 END OF r, 1011 5147 CONCRETE CULVERT 10' 8'" SIDEWALK IE 12"=227.47' 10 - � WALK I I I ��, 1284 ..,� `�.,..,, �X85 GRAVEL BUII^'_DING 3 I BUILDING 1 _---- NORTH END of A I 2 FFE 240.85 FFE=242.45 ,..% CHAIN f_lNh; - �- `3� I I %7� / a Q�_11�4 FENCE, 1,81' WILY w N LL # M M di N >' —1 (a to SW BEVELAND STREET - PLAN ® l SCALE: 1"=20' M 255 i 255 af Y 04 LO ` -J Z ^\ � 0+ N fit V 250 _ ___ -...__ _ _ _ __. _ __.._.___ _--.____-_____W_.._ __.. ______ ....... m" J _ _...- _ 250 N z fi + N UQ� W � Y (0 1) p W Z N CL � � � W W Q i— I� Q 245 - __ o + N _._ --.W.._..-- _�- 5 _�....... _ - � 245 0 � in o > > 3.59% IL C2 o � W PROPOSED GRADE � Q w AT R6, AD CL 5 a 4.47% j 240 �_ _ _ __ __ - _ _ m a _ 240 EXISTING GROUND 3.84% AT ROAD CL _ � - R9viefon8 N 235 ---.._... 235 1 I 137.33LF 15" PVC, S=(1.89%) 230 - - -__- _.. ___ _-___.__ _ _. ___ -._ ____.__.. __. _____ . _ _.__.. . __ _ ___ ___.__...__ ____...__.__..._� _.__-.....W__._ 230 I I SDMH #2 225 __ STA=103+89.19, 5' RT _ _ _..._...__-_.._____�_- 225 RIM=240.58 SDMH #1 IE IN (15" S)=232.54 STA=102+51.86, 5' RT IE OUT (15" W)=232.34 RIM=235.48 220 -- IE--IN (15" E)=229.75 __ - 220 Drown By Checked By IE OUT (15" N)=229.55 MMH 1i Project Number EXISTING (ROUND PROPOSED GRADE 2312-PJB AT ROAD CL AT ROAD CL , 215 � 215 Issue Date PJ4-23-2013 d M N G7N LOU) N 0 � � � 0000 00 CO � � � d K) N �--• `— a� 00 C() � N Drawing File Name tet- u7 to CD � � � 00 00 pj 0) O O C\1 N N c-1 M) ,'`) d M 1`0 V) K K) ¢ � ¢ � I d' Sheet Number N N N N N NN NN NN NN C``1 N NN NN NN N WESTLAKE 103+00 104+00 CONSULTANTS mc. SW BEVELAND STREET - PROFILE ENGINEERING ♦ SURVEYING ♦ PLANNING P300 PACIFIC CORPORATE CENTER SCALE: HORIZONTAL: 1"=20 15115 S.W. SEQUOIA PARKWAY SUITE 150503 684-0652 VERTICAL: 1"=5' TIGARIA OREGON 97224 FAX (5053 624-0157 a Q ------------------ -- -_-_-___-------�----- ----- Gv '''G G G I -- ................ _ga_ 'S�' -------;DS� - G G�- / I G d CURB DRAIN - G - ---- G- f OMANHOLE RIM EL=239.42'FLOW LINE AT CURB=238.83' EDGE OF7 IE 12"(E)=234.31' PAVEMENT/ 0 P400 SOSS SS SS SS SSSIE 12"(W)=234AV SS SS SS SW BEVELAREET SS SS t ry SS � SS S SS S X 236.72 N X 238.66 END CURB c'sr'� '� ^ X2 u7.6 AND GUTTER `,A� �� GRA KFC SOALE 241 A� \ ` r'701 0 o o s o zo 1 v V L N ------- - `r W W i�----------------- --------W---------W--- -- ------------ -----------♦ J W W W W ----W--------- -------- W ----- 240 w--�- ------------ .. �' `' `' 1 IN = 10 FT W ( IN FEET ) l_ _ W ----- -- -�.^ ------------- �\ �•r �� FOUND 5/8" I.R. ,�,� .J � �� W -'-- _ PER BEVELAND- C -- SO w - ---------- W . ----- - D . SD SD i ASPHALT i ~. ., -� _ �� c� O --�- SD D _ d D D j S�WY --j---- SD �' �!L l \�� V 3 L----------------- SD OE SD ----� a V ..rye SQ S 0 OE OE 0 OE OE 0 OE OE OE I OE OE OE OE - SD 1 LEGEND �= ` 6X4" 11 W D •. _ _ _ _ _ _ _ N89'05'00"E 160.06' _ _ _ _ _ _ � � v _ a° ° t. • �*�J� { ; FOUND IRON ROD ® BOLLARD r RAIL ROAD TIE rn M d d' ° } t`' �- ti 5321 ' Sc TRAFFIC SIGNAL POLE I" LANDSCAPE 04 d } r 1 QS SANITARY SEWER MANHOLE L..� x 235.11 � ° d• . • `'� r' 18 I 5175 r BORDER (TYP.) v' d, _. 1 -p ^� 15" FOUND 5/8" W/YPC d 1 ` 1 ® CATCH BASIN TELEPHONE RISER • - " d ° d. �i, �43.4 { ` ; ❑ Q 03 �••` T-- MARKED LODESTAR � d ° m �lONCRET.E ° ELECTRIC METER Q M PER SN 30904 .r�. d �, ''� ~ QD STORM SEWER MANHOLE EM ( N m x °. PARKING d ' �` 1 Q v=i d ° ° d , r POWER POLE p-.p FIRE HYDRANT r-4 X 238.37 3 a d ' a l 1286 IV 2`38 ( Cv a d d, ¢I r I' 14 1 GA�- GUY ANCHOR M IRRIGATION CONTROL VALVE �� L-M ( vz ° CATCH BASIN d �� ^ ^�� cR CABLE TV RISER GAS VALVE d- a ( o w RIM' EL=239:01' ° i d d aId 4 _• O °. U z d ° Wv d 1284 1285 WATER METER D4 WATER VALVE X 239.38 o d ° " y X 2 Q `( 1 F2. 2 V GRAVEL I ( ( 8089 v 41 d d. d ° �• ° 4 LIGHT POLE YARD LIGHT M DWY ,,.� 4 d r � � M �( r ICV ° a ° ® ° ° d d ? . ,� V r r a� MB MAIL BOX �X" Q O m r CONCRETE a d ° A> > J` // � IV- � �'O`K DECIDUOUS TREE - "WITH SIZE" 5H STOOP d ° / 1 GM GAS METER ' I RD d RAMP d d• RD d .f \ 1 RD X" 0 60L d � ( O ROOF DRAIN „ o EVERGREEN TREE - WITH SIZE X 238.2 c 01 ^ ,- r r X 243.11 ( '� NORTH END OF { E UNDERGROUND POWERCHAIN FENCE,LINK W'LY{ Li ( AIR { c UNDERGROUND GAS LINE r w ao N_ CONDITIONER } 0 '1124 ( DE OVERHEAD LINE CkfN EXISTING x ��' BUILDING ® of SD UNDERGROUND STORM DRAIN LINE ( to a ASPHALT I x� SS UNDERGROUND SANITARY SEWER LINE �- PARKING �,I �{ N 11� -X X X- FENCE { o ------------------- EDGE OF PAVEMENT )e,242.37 " r .. . [ \ to f N • ° I r �, � �J l�, (� N TREE DRIPLINE ? 1- r >c 235 57 -----� I ( RD RAIL ROAD TIE - ( 237.51 X LANDSCAPE _ O '} 0 ( BORDER ) ( 238.90 opOD (r (A } AWNING (TYP.) � } 00 II } i' >4 ( T NOTES: W 1 > ( AX LOT 1 �. - \ � z ,_ ::3 } ( 2S101 AB 2500 x 239,34 �_ 1. EXISTING BUILDING TO BE DEMOLISHED. i} 00 ( OC. NO. 2008-009.830 0 i} ( GRAVEL J o 2. FIELD SURVEYED JANUARY, 2013. fit 3 o 1) ( Z1 F "BEVELAND". O • ,� I 3 BEARINGS BASED ON PLAT 0 VELA X 238.74. X 239.93 X 239.64, X 241.79 BOUNDARY LINES AND RIGHT-OF-WAY OF SW I) Q( 1) ( BEVELAND ROAD SHOWN PER FOUND MONUMENTS, Q. ASPHALT i}: ( x239.39 I THE PLATS OF "BEVELAND" AND "BEVELAND NO. 2" LT { AND SURVEYS NO. 8167, 27230 AND 30904. i- PARKING j ( } 0 1123 O r ) } 16 X 237. 4 I 4. CONTOUR INTERVAL IS AT 1 FOOT. ( X 23 .48 ��9 GRAVEL { s- ) I ( '� I 5. VERTICAL CONTROL BASED ON CITY OF TIGARD BENCH 1 ( `I MARK NO. 252, BEING A BRASS DISK LOCATED IN I> ( I 5' TALL CURB AT THE SOUTHEAST CORNER OF THE 1} ( 5' TAAIN LINK �` INTERSECTION OF NW 72ND AVENUE AND NW, } ( "k v , FENCE r r HAMPTON STREET ELEVATION=222.84' NGVD 29. } I ( X 239.49 } I ( •' . � -.� -..� �.` .� �- r�'"` Revisions UTILITY STATEMENT } TREE DRIPLINE J I Z THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED 1 ) ( (19 TREES (6") ,� I 1122 FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. 1 i SPACED 8' APART) X 238.07 3X10 •. � ' • � - { THE SURVEYOR MAKES NO GUARANTEE THAT THE } ( } UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH ( I { UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. ( THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE r ( 2 x2�4o.4�� . ( UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT X 23x.35 �p0 • . LOCATION INDICATED ALTHOUGH THEY ARE LOCATED AS CATCH BASIN ) SC 234.3 x 238• ACCURATELY AS POSSIBLE FROM INFORMATION MADE RIM EL=233.41' }. ( X 239.12 �- " 1121�� r AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED SUMP(E).. } ( GRAVEL �� �L ' 3X6 rr r THE UNDERGROUND UTILITIES. PLEASE NOTE: DUE TO THE I A NAT NTS HAZARDOUS URE AND APPLICABLE OSHA REQUIREMENTS -i �- "� i- r �" REGARDING CONFINED SPACES, IT IS WESTLAKE CONSULTANTS POLICY NOT TO SEND STAFF INTO UTILITY X ( t, 0 111 , ^ '} MANHOLES TO OBTAIN DEPTH AND SIZE INFORMATION OF 233.50 7 } 1x UNDERGROUND PIPES. AS SUCH ANY INVERT ELEVATION 23 ( X234.42 ` �. -✓ SHOWN HEREON IS ACCURATE TO NO MORE THAN Drown ey Checked By J FOUND 5/8" W/YPC. ) ( 236 " �-" 1092 I -. TWO-TENTHS OF A FOOT. PIPE SIZES ARE ALSO SUBJECT -� �- r -f I\-- 1120 TO AN UNCERTAINTY OF A HALF FOOT OR MORE, MMS 'd'� MARKED "LODESTAR" } ( 1090 '/ I � 1 2X4" J �' DEPENDING ON THE DEPTH, SIZE AND CONSTRUCTION OF Project Number PER SN 30904 } ( } 3X1 o" MANHOLES AND CATCH BASINS. 2312-01 GRAVEL � � � � ` 3X83 --� � ^ � SJ ti SOUTH END OF Issue Date } N ( X 234.57 S 237 � � { � "'S, '' CHAIN L► { NK 02-21-203 239 ;:,•., FENCE, 0.20' W'LY T' N89'05'18E 159.88' Drawing File Name ( 112" S 240 �' FOUND 5/8" LR. ' `'� 12" � r X 238.22` - h t Number PER BEVELAND J ; See um er ( --- --------------�-- -- - --------- - ----- -------------------------------- ------------- --------------- W E STLAKE -------------- - =-- -- ( r FOUND 1" I.P. CONSULTANTS mc. I ,,.� �-- � �••- ASPHALT FOUND 5/8" I.R. X 233.45 ( CATCH BASIN r "` ^^ �- r PARKING (BEVELAND OUD NO. 2 PER BEVELAND ENGINEERING ♦ SURVEYING ♦ PLANNING TOPOGRAPHIC SURVEY (EXISTING IONS) j RIM EL=234.86' 5/s" IRON ROD) 1 IE(BOTTOM)=231.11 PACIFIC CORPORATE CENTER 161185 OREGONU972 AX SUITE 150 FAX (503) 624-0157 SCALE: 1"=10' IE 12"(SW)=232.51' TIG _ -AIL- i GV -- --- ------------- ----- -P' ----------- ------------------------------------ . r _ __...,. �- -� _ ------- r Com - ..,,,_ G--- -- -------- H3-! I CUR 'DRAIN---" MANHOLE RIM EL=239.42' FLOW LINE AT CURB=238.83' EDGE OF SS SSW - _._ UAk _ _ _._. SW BEVELAND STREET P� vFMtvCIT IE 12"(E)-234.31' PAVEMENT _ _.. SS — _,.-.__ SS -_W,.. - SS IE 12" W) -234 _ SS SS SS �..._, ............ SC; . _. yJr S .. ... SS � ---- S SS SA - X 2.36.72 X 2 7.6 X 238.66 END CURB r` AND GUTTER GRAPHIC SCALE w 10 0 5 10 20 -- w_._................._ �_..,__ .,... ----------------- --- ---------------------------- ------------------------- — -------- W _ ------------------------------ .\\ �� ( IN FEET ) FOUND 5/8" 1.R. -` �� 1 IN = 10 FT W - W W--==-- ------ ----- -----w - SD _ ........ :.:. . _.._ r i PER BEWLAND 0 �� E �� i -- SQ - - SD -- OE OE OE OE _ t OE __.. OE _ ' : .- _.._ ;3u --...._._ OE OF ..._ _-s�- __- _d -.�_. OE (f - .1 OE i A -- - LEGEND �� C" d d a a N 9'`0°5'00"E 160.06° a d.. ,._- - '� ...G d 4 4 d n \ _C a �' ° d ° 67 53' d ', � '~ SHARED INGRESS/EGRESS EASEMENT = 67.52 a \ _ � "�_ � � �•' , ° FOR BENEFIT OF PARCELS 1 & 3 V � �' a 25.00' FOUND 5/8" W/VPC 1 Q � MARKED "LODESTAR" I \ I Q �>� M PER SN 3w::�904 I � o RIGHT OF WAY STORM DRAINAGE EASEMENT FOR LLJ N I \ \ y DEDICATION \ \ \ BENEFIT OF PARCELS 1 & 3 �.r1 tio I \ I m o V I I M Q Q 0 111 D \ 0 BUILDING 3 hw \ 0,,i� a BUILDING 1 ..._...m-- ��ORTf-I 8'NC� (7F 00 00CHAIN LINK. ,a � _..,-. . i FENCE, 1.81' W'I_.Y W I o) \ rn/ k1 G� SF \. \,Y \ � X06 0 _ LI \ w �- a. Q moo+ 4 � LO O \ \ a TSN � u\ `A I ® Q ® fir m jfit d \ \ I da u ,V I i I ,s_ a �- AC S MIt O u u,n W 3 `_� i U �lC I � � o � N89005'1 8"E 67.44 _ _ \ _ /N89"05'18 _E 67.51_ _ ;I ASPHALT PARKING �` \ � O J S ������ ti 5' T-ALL \ \ \ \ \ + �, = CHAIN LlPdht` FENCE w pII � I , \ \ \ \ \ \ \ \ \ \ o,l \ \ \ \ \ \ \ \ \ BUILDING 2 CATCH BASIN RIM EL=233.41' SUMP(E) I \ \ \ \ \ \ Drawn By Checked By FOUND 5/8" W/VPC----`'�- l\ \ \ \ \ \� \ r \ \ I MOS r4PN Project Number MARKED "LODESTAR" l 2312- 1 PER SN 30904 I \ \ \ \ GRAVEL \ \ \ \ \ .----SOUTH END OF Issue Date CHAIN 0�4-24-2013 FENCE I.C2U° WILY Drawing File Name Sheet Number FOUND I F --- --------------- WESTLAKE PER BEVE �f ; i---------------------------------------------------------------------------------------- ---------------------------------------------- FOUND 1" I.P. CONSULTANTS mc. FOU:ND 5/8" 1.R. - CALLEl_ANI] 1,10, PER BEWEI_AND ENGINEERING ♦ SURVEYING ♦ PLANNING i CATCH BASIN 4`;At_i_;; OUT PRELIMINARY PARTITION PLAT /- RIM RIM EL=234.86' 5/8" IRON ROD) PACIFIC CORPORATE CENTER P500 SCALE: 1"=10' TIGARI%OREGONU972 AX SUITE 150 FAX (5033 624-0157