NE 114 OF NW 114 OF SEC. 23, TWA 28N, R ,E. 4E, W.M.
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />H
<br />U)
<br />W
<br />Y
<br />a
<br />a
<br />IW
<br />0
<br />af
<br />rn
<br />U)
<br />t-
<br />W
<br />W
<br />U
<br />W
<br />0
<br />U
<br />0
<br />0
<br />IT
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />F-
<br />U)
<br />W
<br />04
<br />m
<br />0iT
<br />a)
<br />�r=
<br />00
<br />mml
<br />OD M
<br />7 7-- -- — l T 4 �:`.92 ST i I
<br />t
<br />a
<br />-r:° .`
<br />m.. y ... OBE. : :,E,
<br />10+00 00 DRIVE VE A DRIVEWAY
<br />— EW
<br />. , .
<br />v. -_.
<br />A Y
<br />7
<br />A
<br />t•
<br />K
<br />t
<br />.3 d
<br />}
<br />...<. .- ... .-. . . .-,.., .. .. .., ,..,. . ,
<br />._ter— �
<br />!NT-'4O+OD�OQ��- � �
<br />a� 00 23RD A VE W COVS7RlG7ON ACCESS
<br />......0+ 00: o ... .—..... ............. — —
<br />�.
<br />— —
<br />�t'
<br />_.................... P.ER..C.OE..S.Tfl..D1NG�..NO............... .....,........ ...... .,....,... .................
<br />/ .0
<br />............... ....................... ..........
<br />m...................................................:..............TOP--558.53.....,............,,,,...,.r.,.;.,....,..........,..,,._.f7/M.. ��S .F,3,...........,. .,.,..,....,......,. -CB ....,...,.,.,.,............,....
<br />.............. ,...,,.............. .. EX.. ,.......,......................,n....<.....E....CB......,.,,.......,.,.....,.,....:....,.....,..,.,. ..,.......
<br />... 12...lE. 556.-13.... ®.,......... , . P 5 6
<br />i....................,,
<br />`�...', ... -..40 Qo . . .............100►TC-1 STREET.'.SW ,.....,,.....,.- TQ. 56......,,....... TOP-'S55.87 Ex:�
<br />....<............... .............,,... . .-., 58 . ,,.. .
<br />�-------. :.............-.,....._.........,..,......,.........�5 ...4,,.f.0 a ,, �. .....................................................,....,.... .... ...,.. �,..,....,,.
<br />T----.. �........... . ©...................... . ... . .......588 10. ... .'. 12, ,'.lE. ,5 .4:25 , .. , ... ............... . , .... .TOP-'554`: 44 .... .... .. .... ......... .
<br />X..S$h%fN........................... 27 a ...,990.00.. .....,,. ......
<br />p �,.....»...
<br />..........RIM 558.90..........:................................. ...........--.�._.,.. ]]�`.GMP_..........-�----i'........... ....,...-..,. ...............,.,................�.................,..........,............'..' . ,. ......................�.�.'...'.:...'8./12...1�.�55,2:.1,9.'.......,..,..�'........,....
<br />..................................................................Q...,.....,......... ..., ... d,...� �in.r'�ra yr-rti .., .._.. ...... .-. .-- _:�:=.._ _L.... ..........-.........,...... ..,,......... .......... . ........ ,,. ......., .,.., ,..,.,;„. w<... ,.. .......
<br />00
<br />— _
<br />— — — _ .......,� . — _ =�,-_�
<br />.......... . ..... . ........... . .. .. .... .. ,�.. , SWALE TYP . SEE—.-- .... —. — ... �-•--:--.... , , _ 1
<br />MP —
<br />- _ __
<br />ry — _. .
<br />X.`.'CB...... , .. ,
<br />... .. ... ..................... ....-...,................,. ...........,.;,,,�.......,.... ..,..SfIEET .4..CONVEY.QNSJ1•E...........,.......,......,.,....,.......,..,..,.. .. ...... .....,.....,.,..., �,� 6s0:0:1' ........
<br />G,......�.� - .. .. .. ... ... . ..23
<br />TR =Q ......,..�1C...-....... t ..... :X:.SSMH
<br />_. �.'.'.'=.'.. .... ,-,ss.4._�MENT ... ,A�°.8,» . �j ... , .......», .X CB
<br />�r" "�. ... .... . ............ .
<br />4/C
<br />-~ , .
<br />:............. ...................,, 40,..,....... ... .'. p .. ., .,....-
<br />.,.., n ...�-��� •- ==.'= 5,,.� ��-.r5, ,- _ _._..._. SAIT.UNE.(T}P ...... �2..17..................................,. .,...,..,....,.^Q ....................,....(.,.., ,.. .RIM 553.49
<br />�w\...... ..:. _,..., .. -5- ram........ , p. f,.........................,..........,.C...' .......g.
<br />HP H H /'+
<br />SJOBM DRAIN INLET �` .'. , .�.�..'.'.'. , ..: .. . . . . . .. .
<br />1. =. F-HYD. Q N88�i - w- �- - - - w- - - _�-=-��-= ���:�= 556==__ _ - ''�� `� . . ...... . ..... . . (
<br />PROTECTION PER C.O.E. t r ��--. ........ .......I
<br />STD. DWG N 210. ,+. . , ':�, ----------------------------- 29 .38 --
<br />.. . - ,----------------------- --_558---- __ _ _ -'��
<br />SEE DETAIL, SHEET 4 -+► ...
<br />..ems_—____'_'�__— 0%111" e ... , .. ... . , .. .
<br />A. .E.S
<br />EX. CBe,
<br />TOP 557. 40 -- 556----- _� _ _ � t ; �� \ EP - -7
<br />- - - - m - �
<br />23
<br />12 /E 554.20 �� O -'� t
<br />EP-6 ; : TEMPORARY ROCK
<br />CHEfC DAM
<br />EX. CULVERT I .. :::..':�:Ii I fay t �_®�.- 558 -�_� \y , 4� x
<br />t t t E DETAIL, EFT N ,
<br />12 /E 554.34 ...... t �s .�
<br />HOUSE
<br />•4/
<br />TEMP ARY �`. ,N 1I i t S ALL ALDERS h�°0 i� ;° �•:� (p '�
<br />INTERCEPTOR WALE I : �I �� t ' ;� -+_ L ATE DOUBLE ROW OF
<br />(TYP). SEE TAIL, ] :. ! jj t i r'i � ` `'•: �, ORARY SILT 550 ] s'
<br />SHEET 4. C VEY �' '• AL G CXEARING UMI7S I `°�; • .. "
<br />i i i� � I I t �� IN EAR WETLAN "°® I �'k
<br />UPSTREAM FL0 TO �' t t I t �`
<br />EX. CU VERT. I t N t ' ,� ,' �!BUFFER. SEE DE7� L, I 3. 1 ' '�— N C.O FR T H
<br />}.. o,
<br />i t , 1, 45d S. F SH T 4
<br />1. �r t I t ,� i t P �• .�" �. .�� t 0 10 20 40
<br />,E14A SCALE: 1" - 20'
<br />PROPOSED STOCI�PJ 4.
<br />CONTRACTOR MAY,..
<br />CONTRACTOR SHALL DEVELOP A SPILL
<br />CONTROL PLAN AND MAINTAIN APPROPRIATE
<br />SPILL CONTROL RESPONSE SUPPLIES FOR ANY
<br />TOXIC OR HAZARDOUS LIQUIDS STORED OR
<br />USED ONSI T E
<br />'h'°_ a ; : :'e'; . v f •¢ ( i `, V, F't`v. OMY....UC%T ` I W IN
<br />� , � �$ � PER SHEET 7.
<br />I t SEE REC E@ CO VS7R ON ALL DRAINAGE SYSTEM SHALL BE CLEANED
<br />t,SMALL ALDERS
<br />] t _ SEQUENCE PER SHEET 2. FLUSHED FROM THE COVSTRUC77ON PHASE T O
<br />i
<br />-��_� THE PERMANENT FACIL177ES AS PART OF THE
<br />lNT 12+07.59 DRIVE A t �` �. SITE STABIUZA7TON.
<br />t���'rr$,nyr� t�, 3 �;
<br />] t = 21 +63 50 DRIVE B t I 5
<br />-----
<br />L .i_.`e ; :::�i °`° +..•. ' • �.... I t PROVIDE PLASTIC COVERING OR OTHER
<br />..._. ,�') I I - `� t r� • • •'Si1MALL ALDERS � �r •�
<br />I - - o t , o I SUITABLE MEANS OF KEEPING RAINFALL AND
<br />I i i P! = 22+25.68 I ��
<br />20 .QO:. �I ] RUNOFF OFF OF P0LLU11NG MATERIALS AND
<br />- - - - _ '� 22+ 0 f ,, P 4� WASTES
<br />_ e
<br />DR1 V B 00 4
<br />•I + A
<br />TREE TO �w.
<br />I DRIP PANS OR PLASTIC SHEETING IS REQUIRED
<br />IN 27 t 88.32 23 D A VE W I : �) I � �` N <s REMAIN I`, \ WREN EQUIPMENT MAINTENANCE IS PERFORMED
<br />= 20+00.00 DRIVE B ... i. ( ) ,,P I i \ ONSITE
<br />... ti }
<br />Typ
<br />t t PROPOSED-STORMWAIFR VAULT. , '� j '•.
<br />cv ���.A§EE DETAILS SHEET ff `�.� � i �; �� ��� : '� �i
<br />LOCATION OF EXlST7NG U77U77ES SHOWN IS
<br />I s I � -- -2 t I APPROXIMATE AND MAY NOT BE ACCURATE OR ALL
<br />t t, CLEARING LIMITS (TYP) I1 � 1 INCLUSIVE. IT IS THE CONTRACTOR'S
<br />�- '� i RESPONSIBILITY TO FIELD VERIFY LOCA77ON OF
<br />I i � L-.558 -- - , hh ' �R. U77LI77ES PRIOR 70 PROCEEDING W TH
<br />--... CONSTRUCTION. YOU MUST CALL 811 NOT LESS
<br />X x X X • x x °° THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING
<br />` • • EXCA VA 77ON WHERE ANY UNDERGROUND U77U71ES
<br />` ` � Know what's below.
<br />!.
<br />t
<br />t be dig. MAY BE LOCATED. FAILURE TO DO SO COULD MEAN
<br />BEARING SUBSTANTIAL REPAIR COSTS
<br />TEMPORARY SED/M 0 t
<br />h�°� 1 FiNPORARY ] ° ; TRAP. SEE DETAIL, °T P
<br />TREE TO BE REMO (TYP) �I ' it L u,
<br />�:..._.�:..a:. '.� w._.� t tt t � OWNER TO CDO?O/NA7F INTERCEPT SWA t SHEET 5
<br />WITH NEIGHBOR FOR TO DIRECT Sl7E g
<br />] t r HOUSE THE REALIGNMENT OF FLOWS TO S'E JMEiNT SILT FENCE TYP SEE SHEET 2 FOR T ESC SEE MI77GA7701V REPORT PREPARED BY
<br />t 1NE EX. FENCE ALONG TRAP. SEE DETAIL, � DETAIL, SHEEN 4 NOTES AND RECOMMENDED TALESEA CONSULTANTS,
<br />LOCATE CLEARING INC. FOR WgRK WI1741N
<br />714E PROPERTY UNE. SHEET 4
<br />LIMITS ALONG o CONSTRUCIIOV SEQUENCE. 114E WETLAND BUFFER.
<br />PROPERTY LINE,
<br />GRADING AND TEMPORARY ERO.S(ON AND SEDIMEIV TA 770 V CONTROL
<br />t
<br />420--------- 10' PROPOSED CONTOURS V ROCK CHECK DAM
<br />---422--------- 2' PROPOSED CONTOURS
<br />—ilk- DAYLIGHT LINE 10 TEMPORARY CATCH BASIN, TYPE l
<br />RETAINING WALL nM TEMP^i�ARY CATCH BASIN TYPE /1
<br />FILTER FENCE
<br />4•-4- 4 ORANGE CONSTRUCTION FENCE O
<br />TREE PROTECnON FENCE
<br />CLEARINGFm
<br />Palo "Im, MR
<br />LIMITS OF CLEARING Lij
<br />—+ • • • --► TEMPORARY INTERCEPTOR SAALE
<br />TEMPORARY INTERCEPTOR CULVERT
<br />I T-\ CUT SLOPES
<br />FILL SLOPES
<br />PIPE FLOW
<br />STORM DRAIN INLET PR07EC7I01V
<br />(INSERT)
<br />RIPRAP
<br />GE07ECHNICAL EXPLORATION PIT
<br />STABILIZE ALL AREAS TO BE UNWORKED FOR MORE THAN
<br />7 DAYS DURING THE DRY SEASON. SEE MULCH
<br />soia 7CA77OVS SHEET 4.
<br />CONTRACTOR SHALL PROVIDE TEMPORARY CULVERTS W17H
<br />1.OX MIN. SLOPE /N SWALE LOCA 77ONS NHERE NECESSARY
<br />FOR CONS7RUC770V ACCESS
<br />CAU77ONr EXTREME CAU7701V SHOULD BE
<br />USED WHILE WiORK/NG NEAR EXIS77NG 2" GAS
<br />PIPELINE /N 100714 STREET SW. DAMAGE 710
<br />PIPELINE COULD RESULT IN SERIOUS INJURY
<br />AND DAMAGES.
<br />*FT SEASON COVER NOTES.-
<br />1. TEMPORARY COVER SHALL BE INSTALLED IF AN
<br />AREA /S TO REMAIN UNW1?RKED FOR MORE THAN
<br />TNKJ DAYS DURING THE NET SEASON.
<br />2. ANY AREA 70 REMAIN UNK)RKEU FOR MORE
<br />THAN 30 DAYS SHALL BE SEEDED OR SODDED
<br />UNLESS 7HE COUNTY DETERMINES THAT THE WINTER
<br />0EATHER MAKES VF[ETA 77ON INFEASIBLE.
<br />J. SLOPES OR STOCKPILES 3H:1 V OR STEEPER AND
<br />WfTH 10 FEET OF VER77CAL RELIEF SHALL BE
<br />COVERED IF THEY ARE TO REMAIN UN*0RKED FOR
<br />MORE THAN 12 HOURS
<br />4. MATERIAL NECESSARY TO COVER ALL DISTURBED
<br />AREAS MUST BE STOCKPILED ON S E.
<br />©AVID EVANS
<br />ANOASSOCIA ES INC-
<br />"ti#
<br />...
<br />Phow 425M2=
<br />0
<br />�o
<br />v
<br />O
<br />It o
<br />mb
<br />N
<br />L
<br />STAMP NOT VALID
<br />UNLESS SIGNED AND DATED
<br />FIRST SUBMITTAL DATE: J12012020
<br />SCALE: 110W.:1'=20' VEr.: N/A
<br />PROJECT NO.
<br />KESTOOOO-0001
<br />SHEET NO.
<br />3
<br />OF 21
<br />
|