Laserfiche WebLink
TOPOGRAPHIC & BOUNDARY SURVEY <br /> LEGENDS <br /> L <br /> ASPHALT SURFACE P❑ POWER METER <br /> BENCHMARK —P—POWER(OVERHEAD) , <br /> BUILDING PPO POWER POLE \ �o �• <br /> re <br /> S G1 <br /> —�—CENTERLINE ROW O- POWER POLE W/UGHT <br /> Co. CLEANOUT a REBAR&CAP(SET) \ �\ <br /> 0 CONCRETE SURFACE 0 REBAR AS NOTED(FOUND) REBAR/A CE vi <br /> P N / m <br /> ®DECK —SS—SEWER UNEp E <br /> FENCE COR ;. / / <br /> —i(--3f--FENCE LINE(CHAIN LINK) ( ) SEWER MANHOLE1.1'SI'OF LINE - CJ <br /> &1.1'SE FROM <br /> q <br /> FENCE LINE(WOOD) SIZE TYPED TREE(AS NOTED) PROP CDR <br /> C3 INLET(TYPE 1) —W—WATER LINE OPsT <br /> ® MAILBOX(RESIDENTIAL) WA-- WATER METER <br /> 7,3FA'p <br /> ►�� MONUMENT(IN CASE,FOUND) WVN WATER VALVE 4(�.�' /V 62, h <br /> --- _-- GAS LINE <br /> PST❑ POST O- r 39"w ZS'3 <br /> 73SSMH <br /> 9� , 0 ( R M=428.54' <br /> _ IE 8"CON((NE./SW.) <br /> Lu <br /> �,\ y <br /> \ / M <br /> \ CB(TYPE 1) W.a o?� V) <br /> RIM-437.18'. HOUSE NO.6504 �F\ FENCE CDR w LLI <br /> SSMH ( \ IE 12'CONC(SE)=435.18' FOOTPRINT=1,833 tS.F. / / v.U\\ 0.2'SW } U LLI <br /> IE 12'CONC(NW.)=435.23' c / M <br /> RIM=439.05'.,,. J\ Fq \ Z � O <br /> IE 8"CONC(SE./NW.) SD \ - 03;V�F pp°/ / �^� 20 Q o U.I a' N <br /> =430.35'(C.C.) .. w .' \ a2 Z o 0 W <br /> �s sp CQNG FFe<z ? RGEy�p6 O g W g <br /> SO SET <br /> a• '� �" a o• O I— <br /> \$p +.rzJREBAR/CAP RSET <br /> EBAR/CAP <br /> TO APPROX.LOON <br /> Q <br /> 15 �L CATION a O W <br /> SS Y •� A� �\ Alp /4,P PER CITY RECORDS. <br /> \FOUNp'RQBAR/CAP /� Qw. <br /> S$ ✓ s ", qI,F\ LS/13G41 y / <br /> CB(TYPE 1) 0.4A CINE'NE OF 9' a <br /> /h RIM=437.22' \S fi�/8 \�•'`'4¢' \tea ��C - v'+ • O <br /> `Sp IE 12"CONC(SE.)=434.82' \ "�'�, <br /> IE 12"CONC(NW.)=434.87' ^, <br /> S C <br /> Sp / /oo p\ p7^\ y <br /> L� Q <br /> \ID N <br /> 4Z <br /> S( w ^ �)MAILBOXES <br /> k, <br /> N SITE TBM 14. <br /> PK NAIL&RED WASHER = <br /> \ 44, \Op.w�F ELEV=436.65' <br /> SET <br /> \ <br /> 7 SD W \W\\�1' A `v �Y ' ' REBAR/CAP �v <br /> \SC ly av 70"EVG i APA H <br /> Sp \FYh <br /> w�w <br /> 0LLJ <br /> SET ; Roy <br /> gip' W ASPH '� � n REBAR/CAP <br /> CB(TYPE 1) a,r L� 0 <br /> .q� RIM=433.52' 1 <br /> 'tp9 Sp\ \ip IE 8"CO C(NW.)=431.22 y9n R yp '�"moo <br /> IE 12"CO C(S.)=431.02' �� o <br /> \O IP W\ -- APPROX.LOCATION PER m <br /> APPROX.LOCATION 4' S FOUND MON IN CASE�<�� 3 PIE MAP NO,Q145081 0 N <br /> OF WATER UNE PE Sp W BRASS DISK,DOWN 0.5' <br /> RECORDS(TYP) <br /> Aet W <br /> 3 4m <br /> v 3 o a a <br /> CB(TYPE 1) SO 1 m G. <br /> RIM=433.07' y 3° <br /> IE 12"CONC(N./SE./NW.)=431.07 <br /> IE 12"CONC(S.)=430.87' I / <br /> / 3 \ SSMH <br /> / JOB NUMBER: 230072 <br /> RIM=433.38' <br /> IE 8"CONC(NE./SW./NW. DATE: 02/03/23 <br /> 3 w 3 =418.28'(GC.) <nisv D <br /> DRAFTED BY: IDV/MCP <br /> CHECKED BY: JGM <br /> 1 INCH FEED FT. SCALE: 1"=10, <br /> STEEP SLOPE/BUFFER DISCLAIMER: / 3 I / %� u INDEXING INFORMATION <br /> THE LOCATION AND EXTENT OF STEEP SLOPES SHOWN ON THIS DRAWING ARE FOR / SE 1/4 SE 1/4 <br /> INFORMATIONAL PURPOSES ONLY AND CANNOT BE RELIED ON FOR DESIGN AND/OR / �.G� / m SECTION: 06 <br /> CONSTRUCTION. THE PITCH,LOCATION,AND EXTENT ARE BASED SOLELY ON OUR - <br /> GENERAL OBSERVATIONS ON SITE AND OUR CURSORY REVIEW OF READILY AVAILABLE / I� R TOWNSHIP:28N <br /> PUBLIC DOCUMENTS; AS SUCH,TERRANE CANNOT BE LIABLE OR RESPONSIBLE FOR <br /> THE ACCURACY OR COMPLETENESS OF ANY STEEP SLOPE INFORMATION. ULTIMATELY, 'o RANGE: 05E,W.M. <br /> THE LIMITS AND EXTENT OF ANY STEEP SLOPES ASSOCIATED WTH ANY SETBACKS OR I COUNTY:SNOHOMISH <br /> OTHER DESIGN OR CONSTRUCTION PARAMETERS MUST BE DISCUSSED AND APPROVED <br /> BY THE REVIEWING AGENCY BEFORE ANY CONSTRUCTION CAN OCCUR. <br /> 20F2 <br />