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STABILIZATION NOTES
<br />TEMPORARY
<br />STABILIZE PAVED AREAS WITH CRUSHED ROCK
<br />,5! PER PAVING SECTION
<br />STABILIZE ALL FUTURE LANDSCAPE AREAS WITH
<br />SEEDING & 4" STRAW MULCH
<br />PERMANENT
<br />Q;J
<br />STABILIZE PAVED AREAS WITH ASPHALT PAVING
<br />L PER PAVING SECTION
<br />STABILIZE PERVIOUS AREAS WITH LANDSCAPING
<br />2 AND/OR HYDROSEED
<br />CONSTRUCTION SEQUENCE
<br />1.
<br />ATTEND PRE -CONSTRUCTION MEETING WITH THE CITY
<br />7.
<br />OF EVERETT.
<br />8.
<br />2.
<br />OBTAIN RIGHT-OF-WAY USE PERMIT AND SUBMIT
<br />TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL
<br />PRIOR TO ANY WORK IN THE RIGHT OF WAY,
<br />9.
<br />3.
<br />CALL 811 FOR UNDERGROUND LOCATES.
<br />10.
<br />4.
<br />DELINEATE PROJECT LIMITS IN THE FIELD WITH HIGH
<br />VISIBILITY FENCING AND SILT FENCE.
<br />11.
<br />5.
<br />INSTALL CONSTRUCTION ENTRANCE.
<br />12.
<br />6.
<br />BEGIN DEMOLITION AND CLEARING. REFER TO THE
<br />133.
<br />EROSION CONTROL NOTES ON PLANS FOR CONTROL
<br />OF POLLUTANTS.
<br />U;n
<br />14.
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<br />12" �15
<br />12" bI N
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<br />12" iDI 5E
<br />12" 101 5
<br />12" I DI N
<br />I
<br />EXISTING CATCH BASIN
<br />INSTALL STORM
<br />SYSTEM FOR TESC
<br />� INSTALL SILT FENCE
<br />PER SHEET C3.0 i,
<br />SOUTH OF THE
<br />EXISTING FENCE,
<br />- _ - PER CITY DTL 214
<br />FOUND MONUMENT IN CASE
<br />W%
<br />TRANSFORMER PAD
<br />x
<br />GROUND SHOT
<br />e'
<br />TO BE DEMOLISHED
<br />(0)
<br />FOUND IRON PIPE AS NOTED
<br />C-1
<br />MAILBOX
<br />FENCE LINE
<br />'
<br />DEMO EXISTING PAVEMENT
<br />x x--�
<br />0
<br />FOUND REPAR AS NOTED
<br />SIGN POST
<br />- In.-
<br />GAS LINE
<br />CLEARING LIMITS (BMP C101)
<br />FOUND PLAT MONUMENT
<br />0S
<br />SEWER MANHOLE
<br />- P-
<br />POWER LINE
<br />BENCH MARK
<br />D T
<br />TELEPHONE PEDESTAL
<br />---- Uri--
<br />POWER LINE (UNDERGROUND)
<br />x
<br />FILTER FABRIC FENCE CITY DETAIL 214
<br />CONTROL POINT
<br />z
<br />JUNCTION BOX
<br />- ss-
<br />SEWER LINE
<br />TEMPORARY INLET PROTECTION
<br />{BMP C220} CITY DETAIL 210
<br />CATCH BASIN
<br />-Q-
<br />POWER POLE W/ U.G. FEED
<br />- sD---
<br />STORM DRAIN LINE
<br />CONVEYANCE SWALE
<br />W
<br />WATER VALVE
<br />-0-POWER
<br />POLE
<br />- T-
<br />TELEPHONE LINE
<br />G
<br />GAS VALVE
<br />FIRE HYDRANT
<br />TELEPHONE LINE (UNDERGROUND)
<br />6 TREES TO BE REMOVED
<br />- UT-
<br />J---`, LUMINAIRE
<br />EM
<br />WATER METER
<br />--W-
<br />WATER LINE
<br />0
<br />OVERHEAD UTILITY CONNECTION
<br />CONSTRUCT STORM VAULT FOR USE AS TESL POND.
<br />PERFORM ROUGH GRADING. CONTINUE TO MONITOR
<br />AND REPAIR/REPLACE EROSION CONTROL MEASURES
<br />THROUGHOUT THE LIFE OF THE PROJECT.
<br />INSTALL STORM DRAINAGE SYSTEM.
<br />FINE GRADE AND PLACE BASE COURSE OF ROCK FOR
<br />PAVEMENT AND WALKWAYS.
<br />FINALIZE PAVING AND WALKS.
<br />INSTALL PLANTINGS PER THE LANDSCAPE PLAN.
<br />SEED AND MULCH ANY OTHER EXPOSED SOILS
<br />.CAUSED BY CONSTRUCTION ACTIVITY
<br />REMOVE TESC MEASURES ONCE ALL PROJECT WORK IS /
<br />I "nnwl t- f 1 t
<br />EXTEND EXISTING SIDE /
<br />SEWER 15' PAST NEW f
<br />SIDEWALK, CAP AND MARK. �
<br />DEMO EXISTING
<br />FENCE -
<br />INSTALL SILT FENCE
<br />SOUTH OF THE
<br />EXISTING FENCE
<br />TEMPORARY
<br />a •R PIPE EXTENSION
<br />AS REQUIREDPLACE
<br />IE 439.20
<br />ALTERNATIVELY, METAL STAKES
<br />AND WIRE MAY BE USED TO
<br />PREVENT FLOTATION
<br />STAINLESS STEEL BAND -1
<br />AND GASKET COUPLER
<br />VERTICAL DATUM
<br />NAVD 88
<br />ESTABLISHED BY GP
<br />RISER PIPE (PRINCIPAL SPILLWAY
<br />OPEN AT TOP WITH TRASH RACK)
<br />12" TEMPORARY RISER
<br />POLYETHYLENE CAP
<br />ELEV 441.00
<br />6"
<br />MIN ELEV 439.20
<br />L_F J
<br />CONC. BASE ELEV 437.20
<br />/ 2X RISER 3.3" 17-1
<br />DIA. MIN. DEWATERING w
<br />uj
<br />ORIFICE
<br />W0
<br />U7 1-
<br />in 0
<br />SEDIMENT RISER DETAIL
<br />SCALE: NOT TO SCALE -----
<br />©Ai`LIM NAVD 013
<br />59NCHMARK
<br />MACS NAIL & WA5HER IN
<br />NORTHE.A5T QUADRANT
<br />INTER5ECTION OF 19TH AVE 5E
<br />(5R 527) AND 120TH PLACE 5E
<br />EL=441.54 PER 12TK QP5
<br />PERFORATED POLYETHYLENE
<br />DRAINAGE TUBING. DIAMETER
<br />MIN. 2" LARGER THAN
<br />DEWATERING ORIFICE. TUBING
<br />SHALL COMPLY WITH ASTM
<br />F667 AND AASHTO M294
<br />ar-ar-
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<br />NOUN
<br />�i.*�� �Ir►"�lI:�III1"I111!'#1�1►-�1�lIl�"lUi.
<br />i EXISTING
<br />�, _1► Q�►.-'#!<ll� wi:+l1�I�:`AI�►:1�►'�r►:►::�F
<br />I.
<br />WIRE BACKED SILT FENCE STAKED
<br />HAYBALES WRAPPED WITH
<br />FILTER FABRIC OR EQUIVALENT
<br />DIVIDER SET IN MIDDLE OF POND
<br />CONTRACTOR TO KEEP THE RISER
<br />ASSEMBLY FREE OF EXCESSIVE FINES
<br />TO ENSURE FLOW.
<br />-.
<br />_ _ ...
<br />DOMESTIC & - - _ --
<br />-------------
<br />FUTURE L _- ! _ _ _ _
<br />USES - - - - - - _ _ _ _
<br />f DEMO EXISsi'ING ; , a ; ; ;, --'"" ✓F-' '; ' -. _-,.�--------------
<br />IRRIGATION _.-_-_ -
<br />� '( '- i fF � EXISTING EDGE OF GRAVEL '� -_____1____`__`_'_u_
<br />RR TIE -'"' -- �""I 8" 1 �' a ; \ ,
<br />J J 1 y 1 r �,. "1 Jj 1 S� F , / f //.,�.'�� 1 p , 1 ( 1 , f py �j, MAPLE
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<br />SEDIMENT R SER',
<br />'SE DETAIL �/C .0 ✓' DEMO EXISTING
<br />w ? / FIR I MATERIAL STOCKPILE, I
<br />CATCH BASIN
<br />,.� .-• '� STOCKPILE PROTECT WITH I �
<br />PLASTIC COVERING (BMP C123}
<br />-a I AND SILT FENCE (BMP C233},
<br />-.. _� _ . .', / !/ ✓' r._.__� I . 4 � +-W ;ram ' ,.:,. `
<br />{ C8 TYPI" fi " � `. r REMOVE OVERHE#b POWER REMOVE I
<br />y 1 PER swPPP
<br />f
<br />_ ,._-A21M 439a4 - TO POLE. COORDINATE
<br />EXISTING RR TIE � t
<br />8_ C_ A WITH PROVIDER. i [ 1 I I
<br />CONFIGURE POND AS
<br />TEMPORARY SEDIMENT POND
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<br />--- __ 2- __ LEARINGLI TSAT -, �"_
<br />�/ _8_ _--
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<br />Jf _� THE BACK OF CURB/--
<br />________________, ---------- EDGE
<br />1
<br />- - - - `aEDG �
<br />I „5 TG „ ,, , _ d REMOVE CONCRETE PAD �- RWHEELSTOPS TYP.
<br />REMOVE EXISTING �,
<br />++ `-- DEMO EXISTING
<br />_� _i
<br />p _ p _ p REMOVE EXISTING i�
<br />p p _,_� �.,_ ..},n WALL
<br />-Pt#ALT-RJ?RMP-�rIVD- p �--- � -�_____�___...�.,_ �_- _. __. ��,>�> P
<br />130
<br />r--- W '--ter W r -..- ""-- SLOPED CURB � - _ J _ r 24l').i4
<br />_ _, __� p p r-
<br />[ t�.�:-.tee ~"'�--. „-_.... - f fir' i--_.__�.._.,.._.. J� 1 -_._ __�_.
<br />i 54J-«.__..
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<br />MAQ NAIL & WA5HER C5 TYPI ' _
<br />CB TYPI i
<br />_ � � � ,��' r USE EXISTING GRAVEL _,"�,.,': � -,��� � - _._ ��.-. -
<br />EL-441.54 u 1 Ir;- 2I�i 44I.�ii3 - f' _ _ "` _ � e ..,� ----
<br />�4.��@. " � �, � � ,_,,,._.,�._ �--�-.' ,REMOVE EXISTING
<br />RIM=440.97 „ PAkING AS CONSTRUCTION tit _ASPHAL.T RAMP �^ y
<br />33 12 DI NW w5 f ff EXISTING MAILBOXES TO BE RELOCATED � _- W W
<br />[E=43.59 12" DI W EN ANCE STABILIZED PER TO BACK OF FUTURE SIDEWALK„
<br />EXISTING UTILITY POLE +`'
<br />IE=438.33 I2" DI E CITY DTL 201 IF REQUIRED BY i j
<br />iE= 43�.62 12" DI 5 � TO BE RELOCATED -- ---- -- -- - -F ' 120TH PLACE SE o CB TYPI
<br />1
<br />I RIM=446.71
<br />(WEATHER CONDITIONS "
<br />CATCH BASIN 4}--�-- ~s -- �- ' r' IE -443.5 12 CPP N
<br />a PROTECTION INSERT >'�-� N87°39'St)"W 129() 36' --' IE= 443.6i 12" CPP E
<br />TYP OF 5, PER CITY DT4 210 "'t
<br />j
<br />C13 TYPI
<br />R
<br />I TYPI I f'
<br />k IM=441,t)3 � RIM=441.00
<br />IE=4,30.90 12" DI E - IE=430.92 12" DI N l IE=430.92 12" 01 W i sSMN
<br />RIM=445.58
<br />I 5a --- 5
<br />'.�D w- � IfsI'113" E=433.38 ,
<br />�,12" W=433.25
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<br />P:\WORK\PROJECTS'\20181,1.8-141 EMORY'S\CEI,DWGISHEET5\C2.€7 DEMOLITION & SWPP PL,AN.DWG 11/20/2019
<br />UNPURUSHED WORK CDRYR GHT'=, 2019 BY HARMSEN & ASSOCIATFS INC. 1
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<br />DATE:
<br />7-31-18
<br />JOB #:
<br />18-141
<br />Know what's below.
<br />Callbefore you dig.
<br />C2m0
<br />
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