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GRAPHIC SCALE <br />0 30 60 <br />1 INCH = 30 FEET (22"X34-) <br />1 INCH = 60 FEET (11.47) <br />1515 132ND ST DEVELOPMENT( <br />A PORTION OF THE SE 1/4 OF THE SE 1/4 OF SECTION 30, TOWNSHIP 28 NORTH, RANGE 5 EAST, W.M. <br />CITY OF EVERETT, WASHINGTON <br />PROJECT INFORMATION <br />TAX PARCEL NUMBER: 2805.3000406500 <br />TOTAL OF PARCEL AREAS: 37,117 S.F. (0.852 ACRES) <br />I <br />i <br />PROJECT ADDRESS: 1515 132ND ST SE <br />CITY OF EVERETT, WA, 98208 <br />ZONE: C-1 <br />LT <br />ENGINEER ARCHITECT <br />I <br />_____ L <br />,.CONTOUR 11. EERLNG LLC JON GRAVES ARCHITECTS & PLANNERS <br />I <br />_ - _ - - - - - - - - - -- - - <br />- - - - PO 00% 9� 3110 RUSTON WAY, SUITE D <br />S <br />GIG HARBOR, WA 98335 TACOMA, WA 98402 <br />1 <br />(253) B57-5454 (233) 2724214 <br />APPLICANT SURVEYOR <br />THON & ASSOCIATES, LLC DURYEA & ASSOCIATES SURVEYING AND MAPPING <br />I <br />— — — — <br />FOUND 1/2' REBAP„ I 1 <br />2600 N DALLAS PARKWAY, STE 3 2702 N. PERRY STREET <br />I <br />BENT NORTH <br />FRL , TX 75034 SPOKANE, WA 99207 <br />I 1 <br />I <br />(469) 458-0485 (509) 465-8007 <br />LANDSCAPE ARCHITECT GEOTECHNICAL ENGINEER <br />I <br />1 <br />NATURE BY DESIGN, INC. PAN GEO <br />1 <br />1320 AIAMEDA AVE, SUITE B 3213 EASTLAKE AVE E, STE B <br />1 <br />FRCREST, WA 98466 SEATfLE, WA 98102 <br />LANDS OF <br />/ I <br />(253) 460-6067 (206) 262-0370 <br />FRED MEYBI <br />STO28(YSINC <br />O. E0. <br />/ <br />(206) 262-0374 <br />53000406200 <br />11�tO(t%-H r <br />W <br />H <br />I / <br />�cT9g6 <br />�Ej1050151 LAMS OF <br />CONSTRUCTION SEQUENCE <br />O ALGE4 II <br />1. - J / I <br />PARCEL s29053000406400 <br />i / / I <br />1. CONTACT THE CITY TO SCHEDULE A PRE -CONSTRUCTION MEETING. <br />2 FIELD LOCATE AND VERIFY ALL EXISTING SERVICES AND UTILITIES Wn KIN PROJECT AREA <br />hero I <br />LANDS OR I <br />XSEPH JASSEY, ET AL <br />PARCEL 409465000OOIOG <br />LANDS OF <br />THOMAS MANSON I <br />PARCH #00574100007301 <br />IIT <br />— <br />FOUND R[J3JRR &CAP` - - <br />IS 9597 -�eyll <br />I <br />I SEE VERIFICATION NOTE. FIELD VERIFY <br />HORIZONTAL <br />Y R AND VERTICAL LOCATIONS OF <br />I UTLTIEAND US.� ODNNECITONS, AND PROVIDE INFORMATION TO PROJECT <br />ENGINEER. <br />3. ESTABLISH INITIAL TEMPORARY CONSTRUCTION ENTRANCE. <br />`OS 1 S. INST� CATCHBASIN INLET PROTECTIONLEARING AND GRADING umrrs�TO ALL SaSTING CA7CHB45INS LOCATED <br />J0,ID5 OF WITHIN 5OG-FT OF THE PROJECT SITE AND OTHER EROSION CONTROL MEASURES AS <br />1 FRED MEYER 6. SCHEDULE AN EROSION CONTROL INSPECTION WITH THE CITY AS NEEDED OR REQUIRED <br />STORES INC BY PERMIT. <br />7. STABILIZE ALL EXPOSED SOILS AS NEEDED THROUGHOUT ALL ACTIVITIES. <br />PARCEL %2805300TKG62CA B. PERFORM IMPROVEMENTS PER PUN. <br />9. ALL TESL MEASURES SHALL REMAIN IN PLACE AND MAINTAINED DURING CONSTRUCTION <br />' OF ONSITE IMPROVEMENTS. <br />..� <br />10. ARRANGE FINAL INSPECTION WITH CITY. <br />I { 11. REMOVE TESC MEASURES WHEN ALLOWED SY THE CITY. <br />1 <br />11 NEW QYISE 1 11{ r LEGAL DESCRIPTION: <br />- BANK BUILDING <br />ROUND TACK & TAG PARCEL A: <br />3 ( { LS 19635 LOT 4 OF ROUNDUP COMPANY MURPHY'S CORNER BRED MEYER RETAIL STORE <br />IT<,'� BINDING SITE PLAN FILE NO. PFN 97-100789 BG, RECORDED FEBRUARY 211, 1998 <br />- UNDER RECORDING NO. 9902205004, PAGE 1 THROUGH 8, IN SNOHOMISH <br />i I COUNTY WASHINGTON, AND AMENDED NOVEMBER 18, 1998, NOVEM�L 22, 1999 <br />1 1 AND MAY 01, 2001 UNDER RECORDING NOS. 98111850U1, 199911225008 AND <br />200105015005, AND BEING LOCATED IN THE SOUTHEAST QUARTER OF THE <br />Hk : 1 f :- I I C< SOUTHEAST QUARTER OF SECTION 30, TOWNSHIP 28 NORTH, RANGE 5 EAST, <br />I i W.M., IN SNOHOMISH COUNTY, WASHINGTON. <br />PARCEL B: <br />�� 3k' •, ' I I I AN EASEMENTS FOR INGRESS AND EGRESS AS PROVIDED W DOCUMENT <br />J V <br />\- RECORDED FEBRUARY 20, 1998 UNDER RECORDING NO. 9802200559. <br />THE PROPERTY DESCRIBED AND SHOWN HEREON IS THE SAME PROPERTY AS <br />DESCRIBED IN THE FIRST AMERICAN TITLE L I Ir - .� J FOR LE INSURANCE NUMBER NICS-933140-MOOUINSURANCE COMPANY LDATED OCTOBER 25, 01& <br />VERTICAL DATUM: <br />-------- 1- -1--- 1 -- ---- <br />1 -1 - - - BENCHMARK THE VERTICAL CONTROL USED FOR THIS SURVEY IS BASED <br />-- - - - - - - J.� <br />I <br />132nd STREET <br />A BU ;VARIES; <br />va rsn wrt ON CONTROL DEVELOPED FROM PREVIOUS SURVEYS USING SNOHOMISH <br />COUNTY TBM 551-756 HAVING A PUBLISHED ELEVATION OF 4S& IS FEET, <br />v� NAVD BEL <br />OWSITE TEMPORARY BENCH MARK: THE NORTH HEADBOLT ON A FIRE <br />HYDRANT NEAR NORTHWEST PROPERTY CORNER, HAVING AN ELEVATION <br />OF 455.43 FEET. <br />NOT VISITED THIS SURVEY <br />st <br />SHEET INDEX <br />CI <br />COVER SHEET <br />C2 <br />SITE PLAN <br />C3 <br />TESC PLAN <br />C4 <br />TESC NOTES AND DETAILS <br />C5 <br />GRADING PLAN <br />C6 <br />GRADING PLAN <br />C7 <br />STORMWATER PLAN <br />C8 <br />UTILITY PLAN <br />C9 <br />NOTES AND DETAILS <br />CIO <br />NOTES AND DETAILS <br />VICINITY MAP <br />NOT TO SCALE <br />LEGEND <br />SURVEY <br />PROPOSED <br />7 <br />CONTOURS <br />— - - — <br />PROPERTY LINE/RIGHT-OF-WAY <br />RIGHT-OF-WAY DEDICATION- <br />- — <br />RIGHT-0FWAY CENTERLINE <br />— - - <br />------ <br />EASEMENT <br />------ <br />------ <br />BUILDING SETBACK <br />—SD— <br />STORM DRAIN LINE <br />—SD- <br />-SS— <br />SANITARY SEWER LINE <br />—SS- <br />-RD— <br />ROOF DRAIN LINE <br />—RD- <br />-G— <br />GAS LINE <br />—G- <br />-UC— <br />UNDERGROUND COMMUNICATIONS <br />—UT- <br />- OHp — <br />OVERHEAD POWER LINE <br />—OHF- <br />-p— <br />UNDERGROUND POWER LINE <br />—P- <br />- W <br />WATER LINE <br />_w_ <br />TYPE 2 CATCHBASIN <br />p <br />TYPE 1/TYPE 1L CATCHBASIN <br />■ <br />STORM DRAIN C.EANOUT (SDCO) <br />® <br />SANITARY SEWER MANHOLE <br />0 <br />SANITARY SEWER CLEANOUT (SSOD) <br />T7 <br />HYDRANT <br />JA <br />A <br />WATER VALVE <br />' <br />WATER METER <br />■ <br />.®/�. <br />Y <br />LIGHT STANDARD/YARO LIGHT (LS/YL) <br />if <br />GAS METER (GM) <br />A <br />GAS VALVE (GV) <br />B <br />MONUMENT <br />0 <br />POWER POLE (PP) <br />X <br />LIGHT STANDARD/YARD LIGHT (LS/YL) <br />PV <br />POWER VAULT <br />TP <br />TRANSFORMER PAD <br />�( <br />TELEPHONE JUNCTION BOX <br />CABLE JUNCTION BOX (LIB) <br />® <br />SIGNAL BOX (SB) <br />GUY WIRE (GW) <br />0 <br />SIGN <br />ASPHALT <br />CONCRETE <br />GRAVEL <br />VERIFICATION NOTE <br />ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE <br />IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY <br />CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS <br />WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER <br />IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. <br />PRIOR TO ANY CONSTRUCTION ACTIVITIES VERIFY EXISTING <br />TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF <br />THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION <br />ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY <br />CONFLICTSARE MefrTIED. <br />CALL 811 AT LEAST 48 <br />HOURS BEFORE YOU DIG <br />151 <br />IWW <br />G <br />ss <br />II <br />I� B <br />I� <br />./-.. 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