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Permit#: PW1807-045
<br /> Site Address: 2307 COLU MBIA AVE
<br /> Owner: ANIGILAJE OLUWAROTIMI&OLAJUMOKE
<br /> id n F SEC. 08, TWN. 28N, RNG. 05E, 1/4 NW Tenant: 7/30/2me]
<br /> � # � App.Date: 7/30/2018
<br /> A,,oslif•-r,74444.---4,4•-v4.04' pw 186070„ affirm--
<br /> STANDARD NOTES ,o _ ,"IrP. ,1
<br /> 1.0: N \ i Proposed Use:
<br /> 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT
<br /> i , Description: NEW SFRTO INCLUDE AN AFH
<br /> t:vv,,,,,4„Ang p44-Amit, ,N,
<br /> CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND ,_
<br /> ,,,
<br /> ,4' }
<br /> LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES). 1r, ,. � Y Reviewed By: Date:
<br /> 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, 4 � - is xd ; 6.3RD ST.. SE ?()Office Set Job Site Set Fire/Planning Set
<br /> REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE fi _ / / / - ---- - ---- --
<br /> APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND j .:(
<br /> VEGETATION/LANDSCAPING IS ESTABLISHED. 1 r J /
<br /> 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY / ► PIIVEHt1RST AVE
<br /> FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. CONSTRUCTION PERIOD, / r
<br /> E DURING THE NO
<br /> DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE f***lift!** 1 !
<br /> MADISON ST Y<4
<br /> FLAGGING SHALL BE MAINTAINED BY THE APPLICANT CONTRACTOR FOR THE DURATION i \ / j w ' COLU,MBIA At�L�
<br /> / e Q
<br /> OF CONSTRUCTION f / ADAMS AVER
<br /> r AI,LF,Y
<br /> 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH _ _ _ _ / _ _ MONROE APE I i
<br /> / / tALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT 1111111 � ASPHALT :-�• : r,�SEDIMENT AND SEDIMENT LADEN WATER DD NOT ENTER THE DRAINAGE SYSTEM, \ F / l _/// g 73RD ST. ,o
<br /> l
<br /> ROADWAYS OR VIOLATE APPLICABLE WATER STANDARDSsTti I / -y .- 0E ,4 i � o
<br /> 111#1111 G n� i #<� .r �-�� � . ��� �� �x,�, ��.,x. e�,�e���rl /� 74TH ST. �fl--- ,�4
<br /> 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR 41 ' i` ° -, t tt `4 , . GUTTER
<br /> Q 7 / ?. r. s 4 ' g �? R 4 �.n s VALLEY WTICR Q .
<br /> ANTICIPATED SITE CONDITIONS DURING THE CONSTRUCTION PERIOD THESE ESC 1,44Migitit \ sF 5111 ST. SE
<br /> FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO \ \
<br /> F�, jMaggiligintaiNg �" ,� ; .i.
<br /> ��
<br /> ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE \; / jI'l▪; moo . fi , �
<br /> 6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED 8Y THE **Ti* f t ,x .,.
<br /> *Sip** V. l
<br /> APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY AFTER \ ----360---- I ' �' A------1)
<br /> STORM EVENTS. ***** \ I r o � ,mtop amomgozoogowtoe \ / /
<br /> 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A \ wig
<br /> 1 ▪ z ,kt •". : , =
<br /> MINIMUM ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM Slit lib ' \ /
<br /> :: o m Safi x
<br /> EVENT. / l / t�` �;f..ft ,f- =�� i\I VICINITY MAP
<br /> \ © s N.T.S.
<br /> 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE =a APPROX. QM 1 , 0 1 ,r 'x r.; "� x � e� tt a +...� � �a�' h.�,LOCATION OF RIM=36362 t �� �.. giga� .
<br /> WITHIN A TRAPPED CATCH ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE I / ��. 4c. � titeafe 05 ."
<br /> EXISTING 1E:356.66 `, t- ,v 9:, y
<br /> g
<br /> CLEANED PRIOR TO PANNG. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT fi- / WA TER METER 1 i * � �
<br /> ' LEGAL DESCRIPTION: SITE INFORMATION:
<br /> LADEN WATER INTO THE DOWNSTREAM SYSTEM. I ° r glax
<br /> 20-6 PVC � h9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF o7''.;:";';!1:11,1":;,,if:1:1112!:::1"1!k;m x tt • 4.X e s=:; LOT 23 AND 24, BLOCK 16, PINEHURST DIVISION PARCEL NUMBER: 0054500t602300
<br /> CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT ADDITIONAL /JI � ::,,NN �� �'` V", ACCORDING TO THE PLAT THEREOF
<br /> MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN / -7 � �� ' a _ " fPRGPOSLrD ROOFTOP SURFACE = 256t SF "' I �� + " RECORDS FNSNOiO�IIST! COUNTY WAASHINGTCW. S/1E AIIJRESS: EVERE W 8203-5352
<br /> FOR THE DURATION OF THE PROJECT. `' 1 , 1 a 710. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND 1 i I ! 1 _ hFOOTING a (Tm)
<br /> / 1 lf= 354.76 -, a SITUATE IV THE COUNTY OF SNOHOA/IS1� STATE TOTAL SITE AREA A625 SF (Q 13 ACRES)
<br /> SEDIMENT TRACKED OFF THE SITE v v ! PROPOSED CONCRETE SURFACE = 1,021 SF d - OF WASHINGTON.
<br /> 11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE , °' 4 I / I � 14' ZONING. R-2
<br /> WATER BODIES IF THE PROPOSED BMPS FAIL i7 � 1 3 CB/ �� 1,1011:1!$ItVIIIIit&r: `1 :' PROPOSED STRUCTURE IMPERVIOUS AREA = 40 SF "� �12. BARE AND OR DISNRBED SOILS SHALL REMAIN UNCOVERED AND OR UNSTABILIZEO FOR - I2II=364/ / - ,_� : 1 / l(N)=356.28-6"Pwc t_L ��.� � ��� F,fir 0 10 PROJECT CONTACT LIST.
<br /> NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND FOR NO MORE THAN I I (NO-354.68-r PVC I t, f $' , �■�m sommomommommi . •7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30. TOTAL PROPOSED IMPERVIOUS AREA = , 622 SF I f r . 4 , ;, •(E)=354.68-6 PVC f ; „ 10'
<br /> I / rE (sE}=3st.38-s Pic t �� ;' ,:�, Scale 1 = OWNER: CIVIL ENGINEER: ARCHITECT:
<br /> CIE (S)=354.68-6 PVC I ' ,g0' .,, T' ,i ... ;,
<br /> �k����-�. v, 1TM/ ANIG7LAJE DONNA L. BRESTIE; P.E. DOUG ENGLESON
<br /> 2319 COLUMBIA AVE 21 AVE A IMPRESSION DESIGNS
<br /> STORM DRAINAGE NOTES IMPERVIOUS AREA EXHIBIT: / 21' EVERETT, WA 98203-5352 SIVO IC I, WA 98290 2418 ALIFORMA ST,}IC,
<br /> 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED, OR PUT INTO SCAL.t:: t=20' 1E= 361.50 E PHONE(425) 435-9963 PHONE (425) 334-99� EVERETT, WA 98201
<br /> USE UNTIL IT HAS BEEN INSPECTED, TESTED, AND ACCEPTED BY THE CITY OF EVERETT. 1 ( I APPROX. LOCO LION I i i EMAIL: aniglvoldn16}wahoocam EMAIL: dannabresTreQ�omcasLnet PHONE (425) 252-9200
<br /> 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT DESIGN AND 1 �`,•• �/ I OF EXISTING SEWER i f '
<br /> ��■1 SERt9CE LINE TO f f
<br /> CONSTRUCTION STANDARDS AND SPECIFICATIONS AND THE WSDOT/APWA STANDARD '� / I BE USED FOR ,
<br /> SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (CURRENT EDITION). o.t' 1 e�+ I PROPOSED HOUSE I ; 'I� PROPOSED GARAGE NOTES
<br /> 3. APPROXIMATE LOCATTONS OF
<br /> RECORDS AND ARE SHOWN FOR/STTNG CONVENIENCE.S HAVE BEEN IHE CGNTRAC�R SHALL TAINED FROM AVAILABLE O. PLASTIC GRATE OR CAST IRON GRATE I I sa I "� ,35486 1. CH WITH
<br /> TO S CONSTRUCTED 1
<br /> _l I / I I ACCORDANCE Nl7H ASO C 478(AASHTn M 199)
<br /> �� ii!-i`f 5i f & ASTIII C 890 UNLESS OTHERWISE SHOWN ON
<br /> RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY NOTE T-� l r II INSTALL CLEANOUT I PLANS OR NOTED IN THE W5DDT/APWA
<br /> ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CORE-DRILL HOLES ii �� AT PROPERTY LINE ' I 1 SPECIFlCATTONSCONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND FOR YARD BASINS C '°' I / ION SIDE SEWER it igt::1:':::' 17
<br /> SOLID tOpfiNG CtA1E
<br /> ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO WITH MULTI LE , I 2. RETNFORC/N6 SHALL BE EanVatENr Ti7 .
<br /> COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. CONNECTIONS I N I WELDED WIRE FABRIC HAVING A MINIMUM AREA V Z .
<br /> ELDED
<br /> 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE '�'I O "I I / +' i W�IREO ABRICC INCHESARE COMPLY 70 FOOT.
<br /> FE8 D5
<br /> STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. " I I I / ( I ' f ! (AASHTI?M221). WIRE FABRIC SHALL NOT CI T �01�
<br /> 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED 'DUMP NO WASTE, DRAINS 6 PVC PIPE - I / I I ° � IN THE xNOCKOVTS '` �e �F EVER
<br /> GROUT PIPE TO BASIN ?I `� k� '
<br /> TO STREAM, LAKE, RIVER, PUGET SOUND, OR WETLAND."CHOOSE APPROPRIATE I I ► IR ; i �� It �G ETT
<br /> FEATURE FOR THE PROJECT i1 '� 2"X4'7!8"SOLID BRICK USED F100 III ( / 1 I p f PROPOSED HOUSE 3. THE BOTTOM OF THE PRECAST BASE ♦' \�
<br /> 12 OR 18 RCP, N-12
<br /> MAX
<br /> OR HOPE PIPE - !I I / I I Ff=364 SECTION MAY BE ROUNDED.
<br /> FlNAt ADJUSTMENT TO GRADE
<br /> ►••:8 ": •'; • : Ell-1
<br /> I I I 4. PRECAST BASES SHALL FURNISHED 6" t
<br /> 6 MIN WASHED ROCK a:L�• c -•o. I I / I I ► as
<br /> ' WITH CUTOUTS OR KNOCKOUTS KNOCKOUTS `�
<br /> i+r=1�f=1�;- I / I `�' i SHALL HAVE A WALL THICKNESS OF 2"MINIMUM. �{1
<br /> 5-2.1 WATER DISTRIBUTION NOTES I + I s , (CR)
<br /> A. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY YARD BASINo I I I , 5. KNOCKOUTS MAY BE ON ALL 4 SIDES
<br /> MEANS OF AN APPROVED BACKFLOW PREVENTION DEVICE PRIOR TO N.T.S. I % I ; Wt>H MAutAu �' + � Zo ? •
<br /> SATISFACTORY FLUSHING, TESTING, DISINFECTION, AND RECEIPT OF MAY ©T LL ROUND O; '� SHAPED PIPE
<br /> I / I I - 1---5'-1 f TO D INSTALLED IN FACTORY SUPPLIED
<br /> SATISFACTORY BACTERIOLOGICAL TEST RESULTS a I I I iKNOCKOUTS '
<br /> B. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE I - 6 OR 12 CONCRETE RISER
<br /> / I L JO'--;-- 16' I--4_ 14'-r"- f �5' 6. KNOCKOUT Olt CUTOUT HOLE SIZE IS SEClIOV CLASS 4000 CONCRETE
<br /> i 4,
<br /> 4
<br /> PUBLIC WORKS DEPARTMENT AT THE DEVELOPER'S EXPENSE. THE PUBLIC CEMENT CONCRETE 1 I I '� ._._ - -� • - 2o'Bsa� EQUAL TO PIPE OUTER DIAMETER PLUS
<br /> WORKS DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSINESS DAYS NOTICE VALLEY GUTTER " 1 * / I I h _-.... _-- -- CONCRETE INLET WALL THICKNESS ¢* o ;
<br /> FOR EACH CONNECTION. THE PUBLIC WORKS DEPARTMENT SHALL 1 6" I // I )'B 2 - 7 THETAPER LW THE SIDES OF THE 'y� `N'
<br /> THEREAFTER DETERMINE THE DATE AND TIME AT WHICH THE CONNECTION ASPHI r ROAD 1 I I RIM=364 1 • a� PRECAST BASE SECTION AND RISER SECTION '��
<br /> IE=351.53 SHALL NOT EXCEED 1 PER FT. \
<br /> SHALL BE MADE. I / I I PROPOSED /2
<br /> ,/►, �, _4 ` I ��,� ` lay 1 : CONCRETE WALK N LL CONCRETE INLET FRAME AND GRATE 'tot ,r,, ;
<br /> C. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT SHALL 8E IN ACCORDANCE E THE ATE �'
<br /> STANDARDS `°'.'' �o I / OUT 4"PERF PVC I /
<br /> •., f .... . : . , ► x10 GRAVEL BED ' APWA SPECIFICATIONS AND MEET THE STRENGTH
<br /> 1
<br /> 1
<br /> D. A PRE-CONSTRUCTIQN MEETING SHALL BE HELD WITH THE CITY PRIOR TO 1 ` �- ° REQUIREMENTS OF FEDERAL SPEaFlCAnTN
<br /> THE START OF CONSTRUCTION. THE CITY OF EVERETT PUBLIC WORKS 1 F-62JO MATING SURFACES SHALL BE PRECAST BASE SECTION
<br /> I f • \ "' t7NIBIED TO ASSURE NON-ROCKING RT. :',
<br /> CONSTRUCTION DIVISION MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TOH 24" ll I \ 5' (MEASUREMENT AT THE TOP OF THE
<br /> COMMENCEMENT OF CONSTRUCTION. 1
<br /> / r� 20" BASE)
<br /> \ f F':k
<br /> a 9. FRAME AND GRATE MAY BE INSTALLED '" = •
<br /> E. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL NOTIFY CEMENT CONCRETE VALLEY GUTTER j/ `t c` NTH FLANGE DOWN OR CAST INTO RISER. T:r,
<br /> THE PUBLIC WORKS DEPARTMENT OF A PERSON WHO CAN BE CONTACTED0 I \ :�
<br /> REGARDING PROBLEMS DURING CONSTRUCTION ON A 24 HOUR BASIS. NTS / o SEE TEXT SECTION 5-06 t '
<br /> / I I '- p WSDOT/APWA PLAN 1-A '':; `a4
<br /> F. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL p� I \ ,r - .
<br /> SEPARATION BETWEEN POTABLE AND NON-POTABLE CONVEYANCE SYSTEMS. �' 't
<br /> G. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBLIC WORKS APPROX. LOCATION OF / t 1 g • a 4" MIN
<br /> EXISTING FIRE HYDRANT I TRENCH SECTION PET?"- `�+
<br /> DEPARTMENT PERSONNEL ONLY. ALL VALVES, NEW AND EXISTING, SHALL BE 1 1 . /
<br /> ACCESSIBLE AT ALL TIMES �/ //// //// //// //// //// // * � GE DETAILS 614 AND 32s'`•, a /
<br /> APPROX LOCATION OF I , ' //// ,�/// //2/ / / //// /// --" CA TCHBA SI N TYPE 1
<br /> EXISTING SEWER
<br /> MANHOLE 5MH0885G01 6" DIP w ` -- - - - -" w N.T.S.RIM=362.S2 I 6" DIP w ,
<br /> 6-3.1 SANITARY SEWER NOTES _ IE=349.15 _ _ _ WV _ W-- 4 _
<br /> A. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND -w w w w w 1
<br /> 0 WSDOT/APWA STANDARD SPECIFICATIONS SS SS SS SS 35 SS - 8" GP/® 1z COLUMBIA BSA AVE. f 24"MIN-.-I 6" MIN.
<br /> B. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE s/ -' ss coNNEcr srolatlwATET� ss ss ''>• ' >.• :n �..:". :.. :.. \�\'\r\\\4
<br /> UNTIL IT HAS BEEN TESTED, INSPECTED, AND APPROVED BY THE CITY INSPECTOR.
<br /> C. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS , APPROX. LOCATION OF LINE TO EXISTING „ '`'=: � . ; ':.. /`�`%� APPROVED
<br /> AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION - - - SEWER MAIN
<br /> _ _ EXISTING DRAINAGE 4! PERF PV(C 4ViRte! ►Wi�a///� �]G I I i T �v •
<br /> APPROX. E=348,13 y\i�'f+► �Y!•► 4 FILTER FABRIC
<br /> OF LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN IF CONFLICTS / - "" - CATCH BASIN DCB0885C11 , V111, 4140 �
<br /> COE DETAIL 6t6 f8/ �� .! .yip.► } /: MIRAFl 14ON BY
<br /> WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE RIM= 9.15 \►i�il►�I► •��/\\i OR EQUIVALENT
<br /> PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY I IE=349.15 /// //// //// //// /,// //// //// //// / ►..Yi...•. .!_ ,f
<br /> DATE b
<br /> ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. / iiii�-.. 1 1/2 - 3/4
<br /> '� "��' "~ t`//,\; WASHED ROCK CITY OF EVERETT RE IEWED FOR PERMIT
<br /> D. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF WAY OR IN EASEMENTS MUST BE 74/'&,1-41141\4°P7.\.4:
<br /> `� /�` "PAN t So"�- o 45
<br /> STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION j � :/�\��\i� ,
<br /> / I / / PERFORATED STUB-OUT CONNECTION 4 SHEET INDEX:
<br /> N.T.S. - 1. SITE PLAN & DRAINAGE
<br /> Z. TESC PLAN
<br /> BMP T5.13 POST CONSTRUCTION SOIL QUALITY AND DEPTH:
<br /> ALL DISTURBED AREAS, (NOT OTHERWISE COVERED BY IMPERVIOUS AREA), ON AND OFF SITE, SHALL MEET THE
<br /> COMPOST AMENDED REQUIREMENTS OF BMP T5.13 IN THE 2014 DOE STORM WATER MANUAL VOLUME V, CHAPTER 5. (1-31-9) REVISION 1. PER CITY OF EVERETT REDLINES DATED 1-9-19
<br /> UTILITY CONFLICT NOTE: •
<br /> CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF TOPSOIL AND DUFF FROM THE PROPERTY AMENDED THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE .� 0L DONNA BRESKE & ASSOCIATES, LLC SITE PLAN & DRAINAGE
<br /> TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS, AND MEETING THE CONTAMINANT STANDARDS OF GRADE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES �A wA g�'
<br /> A COMPOST WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE re ti3Oc ,S/ , .� LAND USE PLANNING&CIVIL ENGINEERING FOR
<br /> UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL ' 4` „, G, t!>
<br /> LOCATIONS PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE Know what's below. ,, `' (1.- °- ., , 1�� 21 AVE A, SUITE 4 TIMI ANIGILAJE
<br /> TOPSOIL DEPTHS SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH CALLING UTILITY LOCATE AT 1-800-424-5555 AND THEN ,r1(ff ,- , 11l,
<br /> OF INCORPORATION OF AMMENDMENTS NEEDED TO MEET THE CRITERIA. POTHC hVG ALL OF THE EXISTING UTILITIES AT THEIR LOCATIONS EXISTING SITE FEATURES AND BOUNDARY NOTE: I�� ' J. / SNOHOMISH,WA 98290
<br /> OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR Gall 811 two business days . , •
<br /> NOT CONFLICTS EXIST. LOCATION O'SAID UTILITIES AS SHOWN EXISTING SITE FEATURES, UTILITIES, BOUNDARY, AND TOPOGRAPHY 7 PHONE 360-294-8941
<br /> SUBSOIL BELOW THE TOPSOIL LAYER SHOULD BE SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE ON THESE PLANS ARE BASED UPON THE UNVERIRED PUBLIC WERE GATHERED FROM CITY OF EVERETT INTERACTIVE MAP �'0 27367 w \g ���
<br /> before you dig. ` 4, �FGISTE ,$) ��<` " \' ■ TAX PARCEL: 00545001602300 ORIGINAL ISSUE DATE: 12-21-16
<br /> UPPER MATERIAL TO AVOID STRATIFIED LAYERS WHERE FEASIBLE. INFORMATION AND ARE SUB,ECT TO VARIATION • sslO ��� ' ,�,
<br /> �, MAt \,� www.DONNABRESKE.com
<br /> SCALE: 1" = 10' SHEET: 1 of 2
<br />
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