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Plans (23) 10t'c0 w i670 /JWW 2o/ 7- cv3c 9 RECEIVED 0 _ _ 2_ 4_O EXISTING CONDITIONS SURVEY NOV 2017 SCALE: 1" = 207.111 D' 10965 S.W. ERROL STREET IS*41 CITY OF TIGARD CONTOUR INTERVAL = 2' BEING A PORTION OF LOT 5 BUILDING DIVISIONGARD st‘EDOt� OF THE PLAT OF "ECHO HEIGHTS" LOCATED IN THE NE 1 /4 SEC. 3 T. 2 S., R. 1 W., W.M. SGRVEYIN�' CORNER UNDER WOOD PILE IN THE CITY OF TIGARD OFFICE COPY WASHINGTON COUNTY, OREGON 0.4'--e..,....._ S 83.30.15" E 55,34' APRIL 7, 2017 FOUND 5/8" IRON ROD 765.86,. FOUND 5/8" IRON ROD O •194.7' NG O. 60.2$. FT. CHAIN 6 LINK FENCE 50,24`, =� 0.6' (ON LINE) y y 79 • FOUND 5/8" IRON ROD ( ;,9(.5 LEGEND PROPOSED4 O #v......„.„..------ ..4' OWNER: PORTER LANE LLC 9 2 ' 1 JEFF O'BRIEN, REGISTERED AGENT 9(11, tO © AREA DRAIN W (503) 720-1104 `� � � A/c ASPHALTIC CONCRETE " PARCEL 1 � � PROPOSED ��� CONIFEROUS TREE 10161 Sq. Feet w PARCEL 2 �`/'/�/ { SHED TO BE 10515 Sq. Feet �S REMOVED Q W ( COMMUNICATION VAULT O a Z Oco oo PROPOSED t`- / DECIDUOUS TREE fl] - W _ - W PARCEL 3 VI FIRE HYDRANT I w d 794 8413 Sq. Feet O Q © GAS METER 0 Q lal O. GATEPOST ^O NG O W ` ��' BENCHMARK THE BENCHMARK USED FOR THIS PROJECT IS AN OPUS-DERIVED :n WOOD O O ELEVATION ON WEDDLE SURVEYING CONTROL POINT NO. 202. I.E. INVERT ELEVATION - I:t1 \ b DECK ON a0 NG ELEVATION: 194.80' NAVD '88 (GEOID 12B) b cc Z __ �} 'ter' MAILBOX �,\ s\ Z a 6' WOOD CITY OF TIGARD NG NATURAL GROUND \ \\\�\\�\\\\\�\\ FENCE O \ NG O�0��0�00��0��� Approved by Planning SS SANITARY SEWER MANHOLE CO SEWER CLEAN-OUT ' •;xX... 49, (� � *L'‘.. Date 7/r7 43- --.--5.1'f -�lA / X 202.5' SPOT ELEVATION ''fld #10965 1 55.22 t 1 -� RESIDENCE TO REMAIN oN 1!� �W WATER METER \ 1254 S Feet iI� oa WATER VALVE x GARAGE TO BE REMOVED •y ' 't. '� q O t * SURVEYORS NOTES Initials: �1/ BUILDING FOOTPRINT I VI 38 0 "IP1<,. .'' 1. THE BASIS OF BEARINGS FOR THIS SURVEY IS PER S.N. 26,623, WASHINGTON COUNTY SURVEY O 8• - RECORDS. THIS IS NOT A RECORDABLE BOUNDARY SURVEY AND MAY BE SUBJECT TO MINOR E OVERHEAD WIRE ��~x % x �� � �"�-12 MODIFICATION UPON FIINALIZAT1ON OF SUCH. PROPOSED SIDEWALK 1 . -/ _.u "` PORCH AWNING AND PLANTER `\ AWNING 1 p 2. UNDERGROUND UTILITIES ARE SHOWN PER SURFACE MARKINGS AND AS-BUILT INFORMATION EASEMENTS TO THE. < `-RIM 199.9' ?..� PROVIDED BY THE CONTROLLING JURISDICTIONS. THE SURVEYOR MAKES NO GUARANTEE AS TO N THE EXACT LOCATION, EXISTENCE, NON-EXISTENCE OR COMPLETENESS OF ANY SUBSURFACE PROPOSED EASEMENTS ri CITY OF TIGARD eNG 1 UTILITIES SHOWN, OR NOT SHOWN ON THE MAP. CALL 811 BEFORE DIGGING. AS NOTEDWOO SLP70, 110 - - STREET CENTER LINE w 111 0200 A F, 1 SS SANITARY SEWER \��//J ) 0 5.00' SIDEWALK Dom/ O in EASEMENT • - v, O 5.00' PLANTER - i O EASEMENT < 8, NG , O Jc. Z— Nc �- NG — O o = rn REGISTERED s.00' _ RIM 199.5 _ i PROFESSIONAL _ _ //��''��''�10 CORNER FOUND 1/2" IRON PIPE 55,58 ft5 •00 6O,(j3' 50.02' �� / MONUMENT LA�Q SURVEYOR 1/ FOUND J- O�T 20 .5' "P 7.00' TIII.Er_i ry / � SANITARY SEWER MANHOLE " � ` _ m S 89.13.00" W 165.65• \ RIM ELEVATION = 198.41' 13, 004 SANITARY SEWER MANHOLE I. 'ROPOSED 7.00' STREET DEDICATION _. I.E. 6" PVC IN (S.) = 183.00' ONY B. RYAN RIM ELEVATION = 206.47' O 1159 S•. Feet I.E. 6" PVC IN (W) = 182.83' 58833 I.E. 6" PVC IN (W.) = 192.72' N C' ?� ., (Co I.E. 6" PVC OUT (E.) = 182.80' RENEWAL: DECEMBER 31, 2018 I.E. 6" PVC OUT(E.) = 192.67' :1,`� -ate ti SS. 1,,�*" g;��- SS SS SS SS ��1' f / %.I(' Ng� 1211.1—ESW ERROL STREET 40' WIDE � L.. f°U y w w w W W w w w w- w w w w w w w w w I Excellence is our benchmark.inc. 6950 SW HAMPTON ST., STE.170, TIGARD,OR 97223 PH: (503)941-9585 FAX:(503)941-9640 www.weddlesurveying.net JOB NO. 5261