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<br /> % O 1 LEGAL DESCRIPTION
<br /> ."... "' E r,;. PER SNOHOMISH COUNTY TAX ASSESSOR:
<br /> i.- . ..._� ,-, : alas ' a I ,.
<br /> r �. •Jt ' ts - -----,k$I I w, , _-. SEC 18 TWP 28 RGE 05BEG N1/4 COR SAID SEC TH W ALG N LN SAID
<br /> -' A_:._._ ,��aW SEC 1173.47FT TO C/L CO RD TH S ALGSAID C/L 563.06FT TH E
<br /> 20FT TO TPB THE 150FT TH S 218FT THE 40FT TH S TAP 120FT N
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<br /> OF N LN C0 RD THE 369.78FT THS 120FT TO N LN CO RD TH
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<br /> 'NON88*50 56W ALG CO RD TH N ALG SAID RD 743.08FT TO TPOB LESS
<br /> --�-' t . --. 7" ;, _ W 10FT TO CITY OF EV PER WD REC IN VOL 1745 PG 2098 AF NO
<br /> 3 �r / i i I 8205030155EX ST OF WA 00377 169 Ct
<br /> ,-;. _ ! PROJECT AREA g k _ ... SITE DATA
<br /> f `\ ,j ' losersr } \e `' \‘'. _ _ SITE ADDRESS: 8717 7TH AVE SE. EVERETT, WA 98208 > W
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<br /> ',I `' "� ��.,v ___?,'1 v. ' 1 TAX ACCOUNT NUMBERS: 280518-002-001-00280518-002-07 S
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<br /> i�f� \� � hi t � 'r zit � OWNER/APPLICANT ARCHITECT/CONTACT
<br /> k,..; ST MARY MAGDALEN PARISH—EVERETT BOTESCH, NASH & HALL
<br /> � '""�78" \ t 710 NINTH AVE ATTN: ANDY HALL
<br /> j SEATTLE, WA 98104 2727 OAKES AVE, SUITE 100
<br /> \i, \\ t1I ' EVERETT, WA 98201
<br /> # 425.259.0868
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<br /> I I 1 1 _ ; CIVIL ENGINEER
<br /> I tttvsasa�► nr,� / I '
<br /> OMEGA ENGINEERING, INC.
<br /> 4 ' -.' # 1 JOSEPH SMEBY, PE
<br /> F + .I
<br /> "�i„ ti r, t ` 2707 WETMORE AVE. W O N CO
<br /> \ •I� ✓ / EVERETT, WA 98201 Lo
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<br /> ,. ( 11' L , 425.903.4852 Q CO r-
<br /> I %? ( 1 a / I I ��. ' F:425.259.1958 Q CO
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<br /> DRAWING INDEX
<br /> N W
<br /> 1) COVER
<br /> 2) SWPPP
<br /> 3) GRADING & DRAINAGE •
<br /> 4) WATER PLAN C4 !
<br /> 0 6
<br /> W Z
<br /> D : Ei
<br /> GENERAL ROAD AND STORM DRAINAGE NOTES:
<br /> gi1. ALL WORK AND MATERIALS SHALL CONFORM TO CITY OF EVERETT STANDARDS AND/OR
<br /> WSDOT/APWA STANDARD SPECIFICATIONS AS APPLICABLE. Iii
<br /> Z
<br /> 2. THE CONTRACTOR SHALL NOTIFY OMEGA ENGINEERING, INC., THE OWNER AND THE
<br /> INSPECTOR WHEN CONFLICTS BETWEEN THE PLANS AND EXISTING FIELD CONDITIONS OCCUR,
<br /> AND SAID CONFLICTS SHALL BE RESOLVED PRIOR TO PROCEEDING WITH CONSTRUCTION.
<br /> 3. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE °c
<br /> UNTIL IT HAS BEEN TESTED, INSPECTED AND ACCEPTED BY THE CITY. o a
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<br /> 4. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE ,
<br /> RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE Z N Z §
<br /> FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT c6 H
<br /> p
<br /> SHOWN. IF CONFLICTS WITH EXISTING. UTILITIES ARISE DURING CONSTRUCTION, THE W 0
<br /> CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED NOTE: W J o W
<br /> SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED THE LOCATIONS AND DEPTHS OF UTILITIES SHOWN ON THESE a Z 0 W
<br /> CONSTRUCTION ON THE PROJECT. PLANS ARE BASED ON A SURVEY BY OTHERS AND AS-BUILT Dp
<br /> 5. ALL STORM DRAIN WORK MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO
<br /> INFORMATION PROVIDED BY THE CITY OF EVEREI I. THESE 2
<br /> CI0 U z
<br /> UTILITIES ARE SHOWN USING THE BEST INFORMATION AVAILABLE. U W
<br /> STARTING CONSTRUCTION. THE ACTUAL LOCATION AND DEPTH MAY DIFFER FROM THOSE 0 _ IL _
<br /> 6. ALL CB'S SHALL BE TYPE A PER STD: DWG. #402 UNLESS OTHERWISE SHOWN. SHOWN. THE CONTRACTOR SHALL HAVE ALL EXISTING UTILITIES
<br /> LOCATED PRIOR TO STARTING ANY WORK. O�A Q N Z 6
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<br /> 7. ALL STORM DRAIN 'PIPE SHALL BE CORRUGATED HIGH DENSITY POLYETHYLENE PIPE WITH 20 H Z
<br /> SMOOTH WALL INTERIOR "UNLESS OTHERWISE NOTED. - , - ... , . m � r � _ � CO
<br /> N
<br /> 8. ALL EXPOSED GROUND MUST BE RESEEDED WITHIN 30 DAYS OF THE COMPLETION OF CALL 48 HOURS Z CI-
<br /> CONSTRUCTION. IF RESEEDING IS NOT PRACTICAL DUE TO THE WEATHER OR SEASONAL BEFORE YOU DIG N
<br /> PROBLEMS, THE GROUND MUST BE COVERED WITH MULCH AS DIRECTED BY THE CITY
<br /> ENGINEER.
<br /> 811
<br /> 9. . CITY STREETS ARE TO BE KEPT CLEAR OF DIRT AND DEBRIS AT ALL TIMES DURING
<br /> CONSTRUCTION. DUST SUPPRESSION AND STREET CLEANING MUST OCCUR AS DIRECTED BY PROJ.NO. DSN.BY:
<br /> THE PUBLIC WORKS INSPECTOR.
<br /> 19-0129 JMS
<br /> DATE:
<br /> 10. PARKING IS ALLOWED ONLY IN DESIGNATED PARKING AREAS. 2/11/2019
<br /> 11. IN ENCOUNTERED, ANY EXISTING ON-SITE SEWAGE SYSTEMS MUST BE ABANDONED AND SCALE:
<br /> FILLED IN ACCORDANCE WITH •SNOHOMISH HEALTH DISTRICT STANDARDS.
<br /> 1" = 100'
<br /> ... DRAWING NO.
<br /> 1 4
<br /> OF.
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