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S .E . 1 /4 SEC . '� , T.28N, R. 5E . W.M.
<br /> '� � ' SNQHaIVIISH CtJUNTY, �A. SWPPPS�'A1Y.,DARUNC3TES _
<br /> ' /
<br /> / � 1. APPROVAL OF TH1S EROSION/SEDIMENTATfON CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN
<br /> i �'�� � � APPROVAL OF PERMANENT ROAD 4R DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, P(PES,
<br /> � / 1Q � � FOUND 3/4�� P N RES�fiRICTOR5, CHANNELS, RETENTION FACILITIES, UTILITIES .
<br /> � � ` x / ► )
<br /> � ` i � �.�, 1.1�E M�.T.�CH 2. THE IMPLEMENTA�(ON OF THES�+ ESC PLANS AND THE CONSTRUCTiON, MAINTENANCE, REP�ACEMENT,
<br /> HIGH ViSIBILITY �� � 1x �,.�'� PER DOE 2014 STaRM WATER MANUAL BMP C121 AND UPGRAQING OF iHESE ESC FACILlT1ES IS THE RESPONSIBILITY OF 7HE APPLICANT/CONTRACTOR
<br /> FENCE AROUND � �. l UNTIL ALL CONSTRUCTION IS COMPLETEp AND APPROVED AND VEGETATION/LANDSCAPING IS
<br /> R�OF INF(LTRATIONS AREAS � � y� E APPLI�ATION RATES AND QUALITY STANDARDS FOR MULCH MATERIALS ESTABLISHED.
<br /> � \ 4'WIRE FENCE
<br /> � � 1 � � 5.1's 3. THE BOUNDARlES OF THE CLEARING LIMITS SHOWN ON THiS PLAN 5HALL BE CLEARLY FLAGGED IN
<br /> ,' ��� �i � i � MULCH MATERlA�S QUALITY PRODUCTS APPL(CATION RATES THE FIELD PRI�R TO CONSTRUCTION. DURING THE CONSTRUC�{ON PERI00, NO DISTURBANCE B�YOND �
<br /> � i ` � � � TME FLAGGED CLEARING L{M(fiS SNALL SE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE
<br /> �� � i �L-� � S APPLICAN7/CONTRACTOR FOR THE DURATIQN OF CONSTRUCTI4N. .
<br /> / � STRAW AIR-DRIED; FREE FROM UNDESIRABLE 2"-3" T H I C K; 5 B A L E S P E R 1 0 4 0 S� O R
<br /> j ,� a � � �� 20' 0 20' 4a' SEED AND COARSE MATERIAL 2-3 TONS PER ACRE 4• THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL
<br /> 330LF ORANGE PLASTiC FENCE y � CI.EARING AND GRADING ACTIVITIES, AND !N SUCH A MANNER AS TO ENSURE THAT S�DlMENT AND
<br /> (CLEARING LIMITS) /� � � `��' �� 1 inch = 20 ft. WOOp-BA5ED MULCH SEDfMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE
<br /> f � �a 1 � \ NO VISIBLE WATER OR DIRT DURING A P P L I C A B L E W A T E R Q U A L{T Y S T A N D A R D S.
<br /> � � { � 1 � �� OR WOOD STRAW HANDING. MUST BE PURCHASED 2" THICK M(N. 104 TONS PER ACRE
<br /> / � � � � �7 �� ti� 1 F�ROM SUPPLlER W/ SOLD WASTE � 5. T H E E S C F A C I L I T I E S S H O W N O N T H{S P L A N A R E T H E M I N I M U M R E Q U(R E M E N T S F O R A N T I C I P A T E D S I T E
<br /> � / � Q I 1 ti -� f - TREES CONDIT(ONS. DURING THE CONSTRUCTION PERIOp, THESE ESC FACILIT(ES SHALL BE UPGRADED AS
<br /> � � � o�a „1 �� TO BE REMOVED HANDLING PERMIT
<br /> � � a �f �, 92 DEC NEEQED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN
<br /> / / / � �� { � ��,� � � COMPOST NO VtSIBLE WATER OR DUST DURING 2" THICK, MIN.; (APPROX. 100 TONS PER WATER DQ NOT LEAVE THE SITE. •
<br /> � � � ;� / i � � � HANDLING. MllST BE PRODUCED PER ACRE APPR�X. 800 �BS PER YARD) 6. THE ESC FACILiT{ES SHaLL BE INSPECTED ROUTINEk.Y AND MAINTAINED BY THE
<br /> /� & a i �� i P A S 1 7 3-3 5 0. APPLICANT/CONTRACT4R TO ENSURE THEIR CONTINUED FUNCTIONlNG, ESPECIALLY AFTER STORM �
<br /> / R �
<br /> � � � � \ EVENTS.
<br /> / I � � CHIPPED SIT� VEGETATION GRADATION FROM FINE5 TO 6" IN 2" THIGK, MIN.
<br /> I �� `�' � � f I �� � j � LENGTH 7. THE ESC FAClLfTIES ON INACTfVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE
<br /> / � ��� 4 � � 1 I A MONTH OR Wf7H1N 7HE 48 HOURS FOLLOWING A MAJOR STORM EVENT.
<br /> Z// �j �� J � � MULCH MAY BE APPLIED: 8. AT NO TIME SHALL MORE THAN ONE �OOT 0� SEDIMENT BE ALLOWER TO ACCUMULATE WITHIN A
<br /> I / � � / � �o�� F!R 1 ON DISTURBED StJRFACES THAT WILL REMAiN UNWORKED �OR MORE THAN 7 DAYS (2 DAYS IN THE TRAPPED CATCH BASfN. ALL CATCH BASiNS ANQ C4NVEYANCE LINES SHALL BE CLEANED PRIOR TO
<br /> �� � a �•� � � � �� 2s"ALDER PAVING. THE CLEANING OPERATION SHAL� NQT FLUSH SEDIMENT �ADEN WATER INTO THE
<br /> � /� �y � � o � �o ��R �����1���� a r��� WET S�ASON). DOWNSTREAM SYSTEM.
<br /> /� .� � �, � �, �� � O N Q I S T U R B E D A R E A S T H A T N E E D C O V E R M E A S U R E S F O R L E S S T H A N 3 0 D A Y S.
<br /> / i�� 7 I � I � 16" �� ,� AS A COVER �OR SEED DURING THE WET SEASON AND DURING THE HOT SUMMER MONTHS. 9. STA8ILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLEQ AT THE BEGlNNING OF CONSTRUCTION
<br /> �Q , / / � \ q ►
<br /> � � Z r �' � ! � `��a coT qURlNG THE WET SEASON, 4N DISTURBED SLOPES STEEPER THAN 3H:1V WITH MORE THAN 10 FE£T OF ND MAihTAINED FQR TH� DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED
<br /> �� �� � � i J� ���� SHED VERTICAL RELIEF. TO ENSURE T�HAT ALL PAVED AREAS ARE KEPT CLEAN �OR THE DURA110N �F THE PROJECT.
<br /> � � �, � � CLERRING LiMfTS � � \ 1Q. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE bEBRIS AND SEDIMENT
<br /> �o�, Q � i � (PROPERTY LINE) � \ TRACKED OFF THE SiTE.
<br /> � � � i � � � ��,�� \ } 11°ALDER MAINTENANCE:
<br /> / � I \ ,��� H TREES 11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENfi FROM ENTERING 5URFACE WATER
<br /> I / �. � � � � � � � 11 AL �'p BE REMOVED MULCH MUST BE INSPECTED REGULARLY AND MORE MULCH ADpED AS NEEDED TO MAINTAIN THE
<br /> � �� �� � �p. � 1 G � � 4�� � SUGGESTED Applicativn RAT�. ALL RIPS OR TEARS IN PLASTiC SHEETING SHALL BE REPAIRED. BODIES IF THE PROPOSED BMPS FAIL.
<br /> � / � �`� y 1 ��� /� n � � SHE�TING SHALL BE CHECKED TO ENSURE 1T IS PROPERLY OVERLAPPED AND WEIGHTED IN PLACE; 12. BARE AND OR DiSTURBED SOILS SHALL REMAIN UNCOV R AND OR tJ A t IZED FOR R
<br /> / � � �' M ` �� Q�l � 27 FfR SHEETING SHALL BE RE--LAPPED RND WElGHTS REPLACEQ AS NEEDED. � E ED / NST B L NO MO E
<br /> � � / � ��G G�\ z� � , iHAN 2 DAYS FROM OCTOBER 1 THROUGH APRfL 30, AND FOR NO MORE THAN 7 DAYS F'ROM MAY 1
<br /> � � � z� � P� v ` 6 WOOD FENCE (TBR) THROUGH SEPTEMBER 30.
<br /> / � /� � � °' ( � Q �� Q�S�� � - �-- - � ON LINE
<br /> � I � G f � / �
<br /> � � ' � �� �-P� � » ' ' i GRADING LiMiT � � �'EMPC.��RAR Y S.E�D.�NG NOTES
<br /> � �' ` I Q � � � t � 1 0
<br /> �� �^ 1 � / 1 � ` � � �o PER DOE 2014 ST4RM WATER MANUAI. BMP C120
<br /> � ,... �_
<br /> // �f /� a `� � �v� ! 1 rl !' , Sr�` � DEMO�LITION PERMtT � 23-0�LF SILT FENCE (HYDROSEE�lN� GENERAL NOTES�
<br /> �/ � / �` � � HIGH VISIBILITY � �' J� REQUIRED �'Q PER COE STD DWG #214 1.. CONSTRUCTION ACCEPTANCE; WILL BE SUBJECT TO A WELL ESTABLISHED GROUND COVER THAT
<br /> � � � � � u FENCE 1 � � � � � (CL.EARING LIMITS) �`ULFILI.S THE REQUIREMENT OF THE APPROVED CONSTRUCTION PLANS.
<br /> � � a r� � � � � � �� �
<br /> � / ' � � � � � 1 �'� �°` � 2. ALL DI5TURBED AREAS SUCH AS DETENTION FACIL{T1ES, ROADWAY BACK-SLOPES, ETC. SHALL BE �
<br /> , �i �, �, � � s � �
<br /> TREES SEEDED WITH A PERENNEAL GROUND COVER GRASS T4 MINIMIZE EROSION. GRASS SEEDlNG WILL BE
<br /> � � \� � � 1 ` � �Q��`'� �� TO BE REMOVED DONE �JSING AN APPR4VED HYQROSEEDER OR AS OTHERWISE APPROVED BY THE ClTY QF EVERETT. .
<br /> / 32`�FIR , � � , ��►�� ��� � / 24" C
<br /> a 2�n � 1 I � � / / 1 �S �x. s�t � REMOVE CATCH BAS(N & 3. PREPARATfON OF SURFACE. ALL AR�AS TO BE SEEDEQ SHALL BE CULTIVATED TO THE SATISFACTION
<br /> L E C.r E N D � � � I I F /' � ������ � � 2�,��R P L U G 6" S T U B S W/C O N C R E T E \ O F T H E C I T Y I N S P E C T O R. T H I S M A Y B E A C C O M P L I S H E D B Y Q I S C/N G, R A K I N G, H A R R Q W I N G O R O T H E R
<br /> � � '' ��'\� '�� \
<br /> � MONUMENT IN CASE (AS NOTED) � �}QN ��R I Q �/ \� �\, / l `� ACCEP.ABLE MEANS.
<br /> � � '�j / / � � R nnCg�2BR� \ 4. iMMEDIATELY FOLLOWlNG FINISH GRADING, TEMP�RARY VEGETA714N (CONSISTING OF RAPID,
<br /> O FQUND SURVEY MARKER (AS NOTED) � ,�I / � i � .� � ( `�-. ���E, W)=441.o�(s��cotvc s�'uB) Ex. sstwH � PERSISTENT AND LEGUME) WlLL BE APPLlED. (MINIMUM 100# PER ACRE)' THIS !S TO INCLUDE THE
<br /> O SEWER MANHOLE �°CEDA� �`p��, GARAGE j/ �� . ,� � I IE(S)=444.o�ts°cotvc) RIM=446.88 F4LLOWING: 50% ANNUAL, PERENN(AL OR NYBRID RYE GRASS, 40� ANNUAL BLUE GRASS, 5� WHiTE
<br /> , S / TBR . tE=4�3.08 Cl. _^\�
<br /> 0 6 HV�OD 3.4NNE (TBR) I �� �' ( ) _ � v � 1 � DUTCH CLOVER. 5� REDTOP OR COLONIAL BENTGRASS.
<br /> CO CLEAN OUT , e�, � ,� / � � � ' 12"CONCRETE /
<br /> � CATCH BASIN i '�,� j ;,,'�,� , i�rJF �, 80X 15 CONSTRUCTION ACCESS Q GUTTER �� � 5. FERTILfZER: SHALL BE APPLIED A T 44Q P R - - 1
<br /> •s + ��_�',_% �. � OVER EX. GRAVEL DRIVEWAY - �� # E ACRE OF 10 20 20 (1Q LB. PER ,100 SQUARE
<br /> � CATCH BASIN TYPE 2 � �� � '������-������ ��� � .
<br /> �\ P E R C O E S T D D W G 2 Q 1 �/��'`c� FEET) OR EQUlVALENT,
<br /> �- � 6 "-'� :: ..
<br /> \ ���' ,:�'��� �
<br /> Q STORM DRAIN MANHOLE ` / .' °` /55
<br /> s�WOOD FENCE � �+ ` ' ���� '�-�'~'` EX. SiDE SEWER � ?� ' �
<br /> � FIRE HYDRANT � 1.7'sw (TgR) �� �'� ���,�--'_',-��,;�-� & WATER SERVICE � � Q . . �'� �,i-� ���
<br /> � WATER METER � � `�Y�����;7i,, TO BE ABAND4NED � �� �' � � � EX. MAILB4X STAND TO BE
<br /> �,,"1' 1� � � I , ,--���- � (SEE SHEET 5) � i �� �,�'�
<br /> � WATER VAtVE �� ��„i �� � \+ �--���r � Q �i � .�� 6� REMOVED OR RELOCATED
<br /> ' � ,a�� � 1 � �,_ „�,-�,�� � ,�aF � � � ��` / 5 EASTERLY CONSTR IICTION SEQUENCE �L,AN �►�P�tovED
<br /> � WATEft BLOW OFF .. �� ..�r � , � �.� �r
<br /> �r' �r'!�( .� � �r�J� 12"�AAP a .�e�,�i-�_ �,.i o . '� -� �
<br /> -� �rl.. .� � 3 p y�` i ' 1`',� � 1. PRIOR TO ANY CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL SCHEDULE AND ATTEND AN ON-SITE
<br /> `� UTILfTY PQLE � \ a r� P � �:-��;.�.;�,x�:.; : �' . Q �-� � 6n%i �� s � ��''' SAW CUT & REMUVE ' ' r
<br /> ���1J 1-'��.�.�� �,� - Q ,� �,� �y � PRE-CONSTRUCTION CC}NSl1LTATI4N WITH TH� CITY OF EVERETT PUBLIC WORKS INSPECT4R. �SEE PERMI? � S
<br /> # LIGHT POLE ' APLE '� � � � °` / EX. ASPHALT �
<br /> PO E ANCHOR �J1�111��1�' : rlrj � \ �'`���=-���P � ,;!'�/ � 5g��o�' � yQ/y �,.� FOR INSPECTI�N SCHEDULING fNSTRUCTIOf�S). PUBLICSERVICES o1 a
<br /> 1 S
<br /> � u���n � r � �� r�s � �-1< �, / �� � 2. INSTALL ORANGE PLAST1C C�EARlNG LIMIT FENCiNG AS INDICATED. DRAINAGE EROSION puecrc woRKs �
<br /> z���-�� > `. ' `� � J��' -'� '" EX. CB
<br /> � PAD MOUN7ED TRANSFORMER HIGH VISIBILtTY FENCE AROUND FOUND RBC �______� Y � ,, Q 90 � � � DEPA�dTMENT
<br /> ROOF INFILTRATIONS AREAS "WS� 16916° � ��- '`' `-� �r '- 5 � � r •• RtM=445.44 3. iNSTALL ALL SILT FENCE AND INLET PROTEC710N. wA,�R
<br /> � POIMER METER ;c��'`��'` ' ' ,/� �,/� ��� / sO \ IE{NWj=443.99 (6"PVC} �► vus�c woRKs �ERMIT ts
<br /> �C;���,�r� � Q
<br /> 6y � } �� " 5� SEWER ANYu CONSTRUCTION ONRTiiIS
<br /> 4. CONSTRUCT THE TEMPORARY CONSTRUCTION ACCESS.
<br /> D4 GAS VALVE 3 WOOD2E�S� � I / ��Q+ 90�� � 5. REMOVE EXISTING STRUCTUR� AND CLEAR SfTE.
<br /> PRO7ECT. APPROYAL FOR THIS
<br /> ' PROJECT IS COMDTTIQNAL PER
<br /> � GAS METER � �Q / s� SAW CUT FOR NEW WATER & ST4RM �`� EXPSRES `m�uNi�s°s
<br /> � EX. SSMH � �,� � 5° �"� Ex, cB REPAIR PER C4E STD DWG 326 6. INSTALL ORANGE PLASTIC FENCING AROUND DOWNSPOUT fNFiLTRATION AREAS. PERMZTFORGONSTAU ONHAS
<br /> �tA��ox -`-' - --� RIM=446.82 - J 90/ � RIM=445.00 7. S7RIP AND STOCKPILE TOP-SOlL FROM 30' C.O.E. SEWER & WATER EASEMENT. GINEER r BEENI55UE0.
<br /> -� SlGN � � IE=437.72 CL � + (E(SW)=443.7d(6"PVC) �
<br /> � COMMUNICAl10N RISER `� EX.MAILBOX (TBR) � 8. CONSTRUCT UTILlT1ES, INFCLTRATION FACILITY, AND GURB/GUTTER PER APPROVEQ DESIGN PLANS.
<br /> � ` Q � � �II � �a.
<br /> C� POWER ,ri1NCTI0N BOx � � � � _ , t Ex.SDMH � 9. APPLY MULCH TO UNCOV�RED AREAS IN ACCORDANCE WITH THE MULCH DETAIL SHEET.
<br /> � g � � ° RIM=446.3� 10. EXCAVATE TO SUBGRADE OF P£RMEABLE ASPHALT SECTION AND INSTALL PERMEABLE ASPNALT PER NOT�
<br /> X FENCE (TYPE NOTED) FOUND 4"X4" CONC. MON '�.X�x� ��� � O o� � 25' IE{NE,S)=442.51(18"CONC)
<br /> Row IE(NE)=4�t3.61(6 PVC) ON SHEET 3 OF 6.
<br /> W/LEAD 8� BRASS TACK R�W, � � N,� ��
<br /> -ss- SANITARY SEWER W/PUNCH 1N CASE I N 1). INSTALL SILT �ENCE A7 BACK OF CURB ALONG FRONTAGE TO PROTECT PERMEABLE ASPHALT.
<br /> -SD- STORM DRAtN VISITED 9/25/17 m z� �,
<br /> � 12. UPON COMPLETION OF THE PR4JECT, ALL DISTURBED AREAS MUST BE STABILIZED IN ACCOROANCE WITH
<br /> --f'- OVERHEAD U1�ILITIES
<br /> I o, l THESE PLANS AND APPLICABLE BMP'S REMOVED.
<br /> ���' UNDERGROUND UTILITIES I
<br /> � SV1i�PP PLAN
<br /> �N- WATER
<br /> 1 REVISIONS PER COE 5/4/18 COMMENTS RAH 5/i0/18
<br /> -"�- GAS � � REV. ND. DESCR/PTION 1Nl77ALS AATE '
<br /> � ROCKERY 5 ZITILITY CONFLICT NOT�: M�D _ EXISTIIVG CONDITIONS & SWPPP �'LAN
<br /> � ASPHALT FOUND 4"X4" CONC, I CAtmON: �G• W�0,�,�
<br /> MON W/LEAD AND � '`�' � � � o C . M C D O �I �I E �� B USTARD CtJST�M�CONSTR U�'T.ION INC
<br /> THE CQMRACtOR SHALL BE RESPONSIBLE FOR YfRlfYlA1G THE LOCA710N DIMENSION AND
<br /> ''� �4 CONCRETE BRASS TACK W/PUNCH (N CASE DEPTH �F At! EXIS71N6 UfIUTlES WHE7HER SNOWN ON Ti�IESE PLANS OR NOT, SY � �'� • � �� �
<br /> � GRAVEL VISITED 9/25/17 3 I POiHOt1NG THE ifiUTiES AND StJRVEYtA1G THE HORIZOAlTAL AMD VERTlCAt LOCATlON PRIOR n E I V�I N �E R�G P C SH 4R T S U B D I VI SI ON #� 7"'OO 4
<br /> ` � TO CONSTRUCTiON. THIS SHALt lNCLtIDE CALLING UTILl�1' LOeATE � 1-800-424-5555 AND �( ' C I T Y 0 F E V E R E T T S N 0 H Q M I S H C 0 U N T Y W A S H I N G T O N
<br /> OHW 0 O R D I N A R Y H I G H W A T E R F L A G T M E N P O T N O l I N G A L t O F T H E f X I S T I N G U T I C I T l E S A T L O C A 7 1 0 N S O F A I E W U T i L t 7 Y C R 4 S S l N G S Z t t 3 7 � rt •� � � � � � �
<br /> � � TO PNYSICALLY VERtfY WHE7HER OR NO7 COAIFLtCTS EXfST. tOCATlONS OF SAf� UTtLIliES �j �,�/, ' � � � � J'� -�"� � r� DRAWN BY DATE REV. BY DATE PROJECT MANAGER SCALE
<br /> ""' Kn ow w h a t�s b e l o w. AS SHOWN ON tHESE PLANS ARE BASED UPON THE U N V ERlFlED PU BLIC 1NF ORMATION AND
<br /> �-0 WETLAND FLAG � C 1 1 I b e f o r e o u d i . �� SUBJECT TO �ARIATlON. lF COkFtIC75 SNOULD OCCt/R, ThIE CONTRAC70R SHAII ' � H H �� H H H H H H ,� �%s/r� J.C. McDotvNEt�� �" = 2D'
<br /> Y g CONSULT J.C. MCDONNELL ENGINEERIN� PC TO RES('1l.VE ALL PR08L£MS PRIOR i'0 P.O. B O X 1 3 1 9 9, M I L L C R E EK, WASHINGI'4N TEl.:�42 5 744-0915 DRAWING FitE NAME G'HK. 8Y F.B. NO., JOB N0. SHT. N0.
<br /> PROCEEDtN� W(fN CONSTRUCTION. �/I`�y����~ �A�X: �425� 744�1946
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