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<br /> - FILTER FABRIC AMIll '€
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<br /> METAL FENCE POSTS. 48" WIDE FILTER FABRIC MIRAFI 100X OR EQUAL, �" i 63RO ST SE .." -'
<br /> FASTEN TO HOG ARE W/HOG RIMS OR STAPLES. ` / / / —._—_
<br /> LAY FILTER EARWIG IN TRENCH, BACKFILL W/PEA ,‘>/>,
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<br /> :.r\h . \ S\ 1 — TRENCH LINE -YS'7% j� I /�-y �/l /r /�� /� /!� _- / =! !/ /_" /_ ✓�
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<br /> F�e *l44iik-- t-v.;-eir' ,
<br /> cs, I TEMPORARY _,;N� VICINITY �A�.�P -..
<br /> 1 APPROX, l / 1 CONSTRUCTIOPI N.T.S.
<br /> LOCATION OF I ENTRANCE a..:
<br /> id' I EXISTING I BMP C105 1.0.HATER METER // / _hT.. ,,,,,,
<br /> _r�� I ._
<br /> I ,_ _ 'oi sTRucTION SEQUENCE
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<br /> ��jj�� / I •
<br /> 1. HOLD A PRE-CONSTRUCTION MEETING,
<br /> :ii` "� 2. 'MINI RADIUS `., I 0 10
<br /> �9 rA������� 4� QUARRY SPACES I / / 2, POST NOTICE OF CONSTRUCTION ACTTHITY SIGN WITH NAME AND PHONE NUMBER OF TESC
<br /> I I SUPERWSOR
<br /> �x �` A♦ 7'__ �I\ 8-12 MIN, DEPTH " ,
<br /> DATA. AV A i,AY A AVA, / �v -1_. - f' 3 FLAG OR FENCE CLEARING LIMITS
<br /> TARP AV .V r T rA VAS t
<br /> 17 i � V �� �j I 4. INSTALL CATCH BASiN PROTECTIONI (4)11PQRARY10CKP4c "
<br /> FOR HARDPAN,
<br /> ! :4. + A. �� A.. A I •
<br /> / COVER WHIN 24 HOURS 5 INSTALL CONSTRUCTION ENTRANCE
<br /> • A� .V_. �1 •A•A �� I / I P C123
<br /> � �����® `�,., r WOO I / 4 TEMPORARY STOCKPILE 6 INSTALL PERIMETER PROTECTION (SILT FENCE; BRUSH BARRIER, ETC),
<br /> 3, ( FOR TOPSOIL AND DUFF
<br /> ��r,�'��il, ��4 r i'A I / COVER WITHIN 24 HOURS f 7 CONSTRUCT SEDIMENT TRAP IF APPLICABLE
<br /> 90��ei,) ,y,4 j_ wi I BMP C123 3
<br /> 8. CONSTRUCT SURFACE WATER CONTROLS INTERCEPRTOR DIKE" PIPE SLOPE DRAINS ETC)
<br /> e�� '3e ,r �-v1 I I APPROX LOCATION >, SIMULTANEOUSLY ICITN CLEARING ANC! GRADING FOR PROJECT DEVELOPMENT
<br /> O .v' I I OF EXISTING SEVER
<br /> CONTRACTOR SHALL MAINTAIN TEMPORARY �'`O 1 SERVICE LINE TO =' 9 MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF EVERETT
<br /> CONSTRUCTION ENTRANCE DURING THE ������ �� I I BE USED FOR ` Y STANDARDSAS WELL AS MANUFACTURER'S RECOMMENDATIONS.
<br /> CO NSTT UCTION PERIOD. I
<br /> 1 PROPOSED HOUSE ,
<br /> I / I s. 10. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL t ,,
<br /> PLACE CONSTRUCTION GEONXTILE a ? NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT
<br /> PROVIDE FULL WIDTH OF INGRESS/ I
<br /> FOR SOIL STABILIZATION FROM THE EGRESS AREA t CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF EVERETT EROSION AND
<br /> EDGE' OF THE EXISTING ROADWAY I "� I I _ _; SEt�IMENT CONTROL STANDARDS
<br /> TO THE CONSTRUCTION ENTRANCE, 1 , , ,, ,
<br /> OR AS DIRECTED BY THE ! 1 / •; 11, COVER ALL AREAS THAT Vd1LL UNWORKED FOR MORE THAN SEVEN DAYS DURING THE
<br /> EN NEEI 1 I 1 , DRY SEASON OR TWO DAYS DURING THE WET SEASON !MTH STRAW, WOOD FIBER MULCH,
<br /> 6 COMPOST, PLASTIC SHEETING OR E�7VALENT
<br /> i' 12, STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS.
<br /> I 1
<br /> STABILIZED CONSTRUCTION ENTRANCE ' ' I I �; *' 13, SEED OR SOD ANY AREAS TO REMAIN UNWDRKED FOR MORE THAN 30 DAYS,
<br /> _i...-_ � � '.. -- EARING LIMITS
<br /> N. S. 1 INSTALL RUE AREA CLEARING: 14, UPON COMPLETION OF THE PROJECT ALL DISTURBED AREAS MUST BE STABILIZED AND
<br /> I I : FABRIC FENS 0 5,625 SF BEST MANAGEMENT PRACTICES REMOVED,
<br /> ! 1 / 1 BMP C233
<br /> ! I
<br /> I I I EROSION CONTROL NOTES
<br /> I / I 1, ALL CLEARING GRADING COINSTRUCR9N MUST IN ACCORDANCE WITFI THE CITY c EVERETT T7 CLEARING GRADING STANDARDS,
<br /> 1 I LAND USE CODE, UNIFORM BUILDING CODE, PERMIT CONDITIONS AND ALL OTHER APPLICABLE CODES, ORDINANCES, AND STANDARDS
<br /> .r! THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THESE REQUIREMENTS ANY VARIANCE FROM
<br /> I 'II
<br /> �' -- ADOPTED EROSION CONTROL STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVEDBY THE CITE PRIOR TO CONSTRUCTION,
<br /> I I
<br /> / 1 I!
<br /> CONSTRUCTION ,$''`'IP E S L 1 APPROVAL Or THIS TEMPORARY T ©SJON/SE IMENTATTON CONTROL (T}ESC) PLAN SNOT CONSTITUTE AN APPROVAL OF
<br /> ! 1 I ;.s
<br /> ! I I I -1 j PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTS; CHANNELS, RETENTION
<br /> ELEMENT 1: MARK CLEARING LIMITS FACILITIES, UTILITIES, Era).
<br /> / 3 A COPY or THE APPROVED PLANS AND DRAWINGS MUST BE ON-SITE DURING CONSTRUCTION. THE APPLICANT IS RESPONSIBLE FOR
<br /> ELEMENT 2: ESTABLISft CONSIRUCTTDN ACCESS, OBTAINING ANY OTHER REQUIRED OR RELATED PERMITS PRIOR TO BEGINNING CONSTRUCTION,
<br /> ELEMENT 3: CONTROL FLOW RATES / 4, THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENTT, AND UPGRADING OF THESE
<br /> / ! • y TESL FACILITIES 1S THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED
<br /> 0 ELEMENT 4: INSTALL SEDIMENT CONTROLS, 1 / / n 1AND WAG TATTON/TANDSCAPING IS ESTABLISHED,
<br /> 1
<br /> ELEMENT 5: srAoluir, SOILS SOILS TO BE STABILIZE!) AS / ', 5, THE TESL FACILITIES SHORN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH AU CLEARING AND GRADING ACTTt4TIES
<br /> VI DEFINED FOR 9P C120�TEMPORAR'Y PERMANENT SEEDING <<(, / w AND IN SUCH A MANNER AS TO ENSURE THAT,SEDIMENT ANT) SEDIMENT LADEN WATER DO NOT ENTER TEE DRAINAGE SYS1TM,
<br /> AND BMP C123 PLASTIC COHERING / Y ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS
<br /> ELEMENT 6: PROTECT SLOPES. CUT AND FILL SLOPES SHALL BE DESIGNED I fr\ \ -- 6. THE TESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS F'T ANTICIPATED SITE CONDITIONS DURING THE
<br /> AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. I I / -o \ CONSTRUCTION PERIOD, THESE TESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTT AND TO ENSURE ,
<br /> ce
<br /> ,r.r', �� �p a THAT SEDIMENT ANDDiA4ENTmLADEN WATER DO NOT LEAVE THE SITE
<br /> -7 ELEMENT 7: PROTECT DRAIN INLETS. ,I =� ;.ra..z��::,�t �;>,v��.�T...;,�,.;.�.�;,.o._:�.3-=� .-�.�.•_�.-��---.:: =�_:r-._.b. .;g ".,�r�.,��,,w� �,N�-..-�,A�=�<=},�-. `
<br /> / N \ 7. ALL LOCATIONS OF EXISTING UTILITIES HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND
<br /> ELEMENT 8: STABILIZE CHANNELS AND OUTLETS. \ \ SHOULD, THEREFORE, BE CONSIDERED ONLY APPROXIMATE AND NOT NECESSARILY COMPLETE. IT IS THE RESPONSIBILITY OF THE
<br /> ELEMENT D: CO,NTtTOL POLLUTANTS, ALL POLLUTANTS, INCLUDING / \ CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS AND TO DISCOVER AND AVOID ANY OTHER
<br /> WASTE MATERIALS AND DEMOLITION DEBRIS THAT OCCUR ON-SITE / 1 \\ UTILITIES NOT SHOWN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. ,
<br /> DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A I I \ B. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO
<br /> MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. I \ CONSTRUCTION DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMIT7-ED.
<br /> ELEMENT 10: CONTROL DE WATERING ©,�
<br /> 9 0 1 \ THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION
<br /> DE-WATERING IS NOT ANTICIPATED r
<br /> APPROX. LOCATION OF / I i / a CLEARING SHALL OE LIMITED TO THE AREAS WHIN THE APPROVED DISTURBANCE LIMITS, EXPOSED SOILS MUST BE COVERED AT THE
<br /> 09 ELEMENT 11: MAINTAIN miP'S EXISTING FIRE HYDRANT ' 1/�� / END OF EACH WORKING DAY WHEN WORKING FROM OCTOBER 1.ST THROUGH APRIL 30TH, FROM MAY 1ST THROUGH SEPTEMBR 30TH,
<br /> `� �` �'` ��j / ��w _ _ / EXPOSED SOILS MUST BE COVERED AT THE END OF EACH CONSTRUCTION WEEK AND ALSO AT THE THREAT OE RAIN.
<br /> // //T/ /ice//// // I 7 _
<br /> W ELEMENT 12 MANAGE THE PROJECT /// �/�// /��i/ �'/ // r
<br /> APPROX LOCATIONN OF // // 10, AT NO T1RTE' SHALL MORE DIAN ONE root OF SEDIMENT ICE ALLOWED TO ACCUMULATE WINN A TRAPPED CATCH BASIN, ALL CATCH
<br /> 6" DIP — -- / BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT
<br /> EXISTING SEDER ' -- — — — r w� " -` a LADEN WATER INTO THE DOWNSTREAM SYSTEM,
<br /> ELEMENT 13: MAINTAIN LID BMP'S MANHOLE SMHO885C01 I 6" DIP --- -'-w-- -
<br /> RIM=362.62
<br /> 1E=349.15 VIV 6"_01P I w 11. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE
<br /> - — — — f\ w w `" r — — — — — DURATION OF THE PROJECT
<br /> -� SJ ss —` ,5 --- ss 3o3.4O' - 8" C �c 1 COL LIMB IA AVE.E® 12, THE CONTRACTOR MUST MAINTAIN A SWEEPER ON SITE DURING EARTHWORK AND IMMEDIATELY mow_ SOIL THAT HAS BEEN
<br /> ;s ss -ss Ss ss q . _ TRACKED ONTO PAVED AREAS AS RESULT OF CONSTRUCTION.
<br /> i 13, THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE
<br /> —
<br /> APPROX LOCATION OF THEIR CONTINUED FUNCTIONING.
<br /> //// // // // // /� / �� / / / ._. -- — ` EXISTING DRAINAGE
<br /> //// _////_ ////- - ,/�//_,///.__ /Z/ - 1/,/ .. //// �' — • CATCH BASIN DCB0885CI 1 9
<br /> 1 ANY EXCAVATED MATERIAL REMOVED mom THE CONSTRUCTION SITE AND DEPOSITED OAl PROPERTY perm P�#E CITI'LIMITS MUST BE
<br /> �" R/,1,1=,62.62
<br /> " / IE=349,15 J / / //,/ /// / / / /../;
<br /> DONE IN COMPLIANCE WITH A VALID CLEARING & GRADING PERMIT LOCATIONS FOR THE MOBILIZATION AREA AND STOCKPILED
<br /> i /� © // / / J -/--//J/--!/_f/_ / /,-. ////_ ////F -//�' MATERIAL MUST BE APPROVED BY THE CLEARING AND GRADING INSPECTOR AT LEAST 24 HOURS IN ADVANCE OF ANY STOCKPILING.
<br /> / / 15. THE TESL FACILITIES ON INACTIVESITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48
<br /> / I / :Le'
<br /> / HOURS FOLLOWING A MAJOR STORM EVENT.
<br /> D P' T5°13 POST CONSTRUCHON S011,_VALITY AA I D TII® - 4 � -4
<br /> Y f
<br /> ALL DISTURBED AREAS, (NOT OTHERWISE COVERED HY IMPERVIOUS AREA), ON AND OFF SITE, SHALL MEET THE
<br /> ® ° (1-31-9) REVISION 1: PER CITY OF EVERETT REDLINES DATED 1-0-19
<br /> COMPOST AMENDED REQUIREMENTS OF BMP T5.13 IN THE 2014 DOE STORMWATER MANUAL VOLUME V. CHAPTER 5. •
<br /> a
<br /> UTILITY CONFLICT NOS,; F; -3, ". < ,� j , TESC PLAN
<br /> CALCULATED AMENDMENT RATES MAY HE MET THROUGH USE or TOPSOIL AND DUES FROM THE PROPERTY AMENDED THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE P' G ° .; '
<br /> TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS, AND MEETING THE CONTAMINANT STANDARDS or GRADE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES °r,� 1 s'>
<br /> A COMPOST WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING ,THE w t \' ,�p� -=_Sy4,1/ " �, LAND WISE P LA I`�i�I I�G 8 CI V I L E NG I iV EE RI NG FOR
<br /> U•TIIJTTES AND SURVEYING THE HORIZONTAL AND VERTICAL •' N� /\ �'A< �
<br /> LOCATIONS PRIOR TO CONSTRUCTION, THIS SHALL INCLUDE Know what's below. 0 c, ,� Cam'r z. ',`(� 21 AVE A, SUITE '� � � �'��• �
<br /> TOPSOIL DEPTHS' SHALL HAVE A MINIMUM DEPTH or EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH CALLING UTILITY LOCATE AT 1-800-424-5555 AND THEN :� i�
<br /> 0E INCORPORATION or AMMENDMENTS NEEDED TO MEET THE CRITERIA, POTHOLING ALL OF THE EXISTING UTILITIES AT THEIR LOCATIONS EXISTINV SITE FEATURES A ID BOUNDARYNOTE: 9 Div®H�iVlI��1 WA 9 �9�
<br /> Call 811 two business days fr ���I„1 ��� �� � �
<br /> OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY W;TIETFiER Of? ,f ✓ '
<br /> NOT CONFLICTS EXIST: LOCATION OF SAID UTTUTTES AS SHOW EXISTING SITE FEATURES, UTILITIES, BOUNDARY, AND TOPOGRAPHY ,,, 4 4 yo 0j
<br /> SUBSOIL BELOW THE TOPSOIL LAYER SHOULD BE SCARIFIED AT LEAST 4 INCHES WITH Salk INCORPORATION UP THE ON THESE PLANS ARE BASE© UPON THE UNVERIFIED PUBLIC WERE GATHERED PROM CITY OE EVERETT INTERACTIVE MAP c'�,�'•,Te 21367 q � \ - TAX PARCEL: 00545001602300 ORIGINAL ISSUE DATE: 12-21-18
<br /> UPPER MATERIAL TO AVOID STRATIFIED LAYERS I HERE FEASIBLE, INFORMATION AND ARE SUBJECT TO VARIATION before you dig. \ ,,, IGIST0 �c,'‘' \/ ��
<br /> - - — �J vvww DONNA RESKE,co n SCALE: = ®' SHEET: f
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