|
IRO D LAN D TOYOTA ,_
<br /> SECTIONco7, TO�NNSHIP 2SN , RANGE- N 5
<br /> O.
<br /> I L=22 47' ----- — ______—_— E , W. M .
<br /> 89'01'40'W
<br /> p=91'56'33' MADISON--
<br /> .1.
<br /> ST ------ _ o
<br /> N
<br /> , 86722'2 col-
<br /> :
<br /> e 97.40
<br /> I
<br /> .' = 07 - 0 L 4091
<br /> j ,
<br /> 111111111
<br /> i
<br /> _; SILT FENCE TY'EASEMENT PER ,_ _.,:r,•./,N:,89 C'4� ..-'-
<br /> p;: REC.NO/ :. k12'
<br /> ,',. 1 , 7):(
<br /> ,; � n `� _ `- W 109 , , FILTER FABRIC MATERIAL 60" WIRE
<br /> ;, � _ f. , y i =r., ., ��� J i i ROLLS. USE STAPLES OR WIRE ;;A
<br /> ": CONSTRUCON1. W
<br /> E�:I NTRANCE ,.._, � . WIRE 2X 2�,. 6718 39 E 14 . WIRs ABRIC 0 U
<br /> Q
<br /> NSTRUC,TION CB INLET
<br /> 107
<br /> k
<br /> I PROTECTION (TYP.)
<br /> a
<br /> ENTRANCEn
<br /> 6r I:I
<br /> I � �� r :; � 6" MIN.
<br /> j N RIC
<br /> aaa a
<br /> I , ,, w x,
<br /> I 34"W 30 60 ........... MATERIAL.B
<br /> n _. t , �:. I /:,,Iir
<br /> _ 0 ^:.\ N� �.: .. r; HORIZONTALALEI
<br /> li• r BURY BOTTOM OFF ` ' '•�
<br /> f
<br /> ir--
<br /> ,z II.''
<br /> ,
<br /> Li.I PA RCE'L C
<br /> MA 'IAL ���Q�y ��!�►•••o•
<br /> i , N Y 12 TRENCH7 :_ M.. ,
<br /> h
<br /> — 14
<br /> �Ir
<br /> 6' (MAX) 8" MIN. •:1Cy ,1s
<br /> , , ,r. , , :
<br /> �. �,. '•', 7 F i +,' ; PROVIDE 3 4"-
<br /> + 1 i _ 5 WASHED
<br /> il �; `" ; /
<br /> 2"X 4" WOOD
<br /> AND ON
<br /> BACKFILL IN TRENCH
<br /> ,.1), .....
<br /> 1 ;� OR EQUALAL POST, STANDARD OR BETTER FILTER
<br /> BRI OF
<br /> �, r ), ALTERNATE: STEEL FENCE POSTS.
<br /> a M THESURFOEFA C
<br /> SIDE
<br /> I x
<br /> r•
<br /> ON 4"
<br /> ! i.o = z .{ 1 2"XWOOD POST,
<br /> 1 ;
<br /> --OHP r T. STEEL FENCE POSTS.
<br /> �_ I
<br /> I
<br /> 1
<br /> I LIMITS OF t,
<br /> r
<br /> 7� n
<br /> :
<br /> CLEARING (TYP.) PAPCE
<br /> L B SILT FE
<br /> ,a`�,_ :I , _, DETAIL
<br /> _
<br /> , :
<br /> 1
<br /> a.
<br /> w
<br /> , . N.T.S.
<br /> ; ,,,,.-....,:,,:,4,:-:::-,,::;:,,;-, 1 NECESSARY)
<br /> CL
<br /> ,,,,, :i I rEC SS
<br /> (IF Y
<br /> N 0.39.59-E ' I 1 49' ;r 'SIDEWALK EASEMENT PER
<br /> 1117.36 , r"I 1 a, REC.N0.9508200363.
<br /> k'
<br /> am
<br /> -
<br /> 1 t t� kl
<br /> i
<br /> r _
<br /> e� ,f O
<br /> I
<br /> D j �1; 11' s+ GRATE STANDARD STRENGTH
<br /> I I�/ _ ' ,,V FILTER FABRIC
<br /> ir FILL FOR
<br /> j I �� ;,. i' _._,. _ `` 5'UTILITY EASEMENT PER �? „..\\<\-•
<br /> <\,\.,,,,,...:c‘..\\,..„,...�i �i \r �� ■ ■ ■ ■ ■ ■ -p.....7... v OR SOIL AMENDMENT LANDSCAPING
<br /> ,� CI)
<br /> I REC.N0.1339042. \\ �� \� \�\/ \ / \ \�\ ADJOINING R
<br /> j p ii .' \ \ ///\\/i,i../� PROJECT — -
<br /> I ;PO' j d1 ° �i.�\��\�i,� -���'� FILTERED :/\ / � PROPERTY SITE
<br /> ALLOWEDW/IN2' OF �
<br /> +a' 5 f 1 \\� WATER �/�. ,/ 1/...k, .//moiP�•
<br /> 1+I ;( 2
<br /> f
<br /> 1
<br /> I., 1 :,, 235 09' 2,
<br /> II r. :.ri ..: 1 N 8.3 ��
<br /> 7:
<br /> C T H MIN
<br /> I C
<br /> i ■I I ,
<br /> 1
<br /> I
<br /> '= � BASIN OR 1/2 HEIGHT OF FILL
<br /> ICI)
<br /> W « 1 ',
<br /> OR 1/5 HEIGHT OF CUT
<br /> PARCEL A CATCH BASIN �q
<br /> , i r F - W
<br /> -,,,,:r
<br /> r + .�:
<br /> __ INLET T
<br /> „
<br /> OHP z P, I HP-�,�� h1 FILTER
<br /> L E R
<br /> Cot/if/14:
<br /> ,. W 2
<br /> I
<br /> ::
<br /> I r.
<br /> GRADINGco
<br /> PAVED AREAS SETBACK DETAIL Q "
<br /> �fi r co r
<br /> r x
<br /> Y CL
<br /> T W Q COa
<br /> r,
<br /> N. .S. N T S
<br /> w
<br /> N
<br /> • f,
<br /> W cV
<br /> / 1 'SIDEWALK EASEMENT PER
<br /> •
<br /> IREC. I UJ W . 4-.
<br /> ` I S• N0.9506200363.
<br /> _ !Pte'- \
<br /> •
<br /> j, st
<br /> q/
<br /> I i
<br /> :
<br /> t t�.- r ( ti I0 ,} i1 1 \ 7 - '. r, 77
<br /> �, 7 I if W
<br /> ti_ 1 1
<br /> 11101
<br /> j
<br /> n ,-
<br /> 1'
<br /> i fE ■
<br /> r
<br /> CO
<br /> ,.� I I j I`, rl ' r ..,i x ' r '\ - r f 1 1
<br /> z G". (° .1 C'�..�r.7 � k '''',/,:.,
<br /> 11 7 r ' ,z:a r,+,, --=I
<br /> ILI
<br /> V
<br /> — 2 ZUj
<br /> 11
<br /> I _ Z
<br /> LAI
<br /> :
<br /> /--------
<br /> „,,,,,,
<br /> Q
<br /> I•,. .., � f S I, l :fir. i{,s, , ! -, � I ir
<br /> 0 'n-r,r7rti`�„_- J -._I f� tl 1,1J ' �■/Liu
<br /> .,
<br /> , 1.!j N EII IV
<br /> EN '�/-:.1.':....;',i,i'''''I''''''''..,/..:'''''
<br /> I j, +%.+I ..,.....diiiiip
<br /> :-. ,
<br /> N 81'20'45”Wr O
<br /> 327.07 r . ♦, r, �� Z
<br /> :-...
<br /> ...''....1....-,..::.
<br /> ♦ ri it
<br /> II _: ���`�- i�•��+♦�. ��i♦♦♦obiICMr
<br /> I
<br /> 7811-! \\`moo .♦+♦� ._ ♦+♦+♦r
<br /> R=25.0' �•�,����►♦ter+ ♦��+ir��al.,
<br /> •.7 a
<br /> GEOTEXTILE ��►'��`�"��r♦♦+r+ N (n
<br /> LEGEND: \::.dr•ori+r (>6 z
<br /> CATCH BASIN CB CATCH BASIN 12" MIN. \' OF CD < p c-z
<br /> ELECTRICAL JUNCTION BOX EJB ELECTRICAL JUNCTION BOX ,5' vt,,\\_\A,\N\—_N C W
<br /> FEC FACE OF EXTRUDED CURB 4"- 8" QUARRY SPALLS Rp\I10E EGRES a z O
<br /> FIRE DEPT. CONNECTION FH FIRE HYDRANT P SSS 0 O W}
<br /> FVC FACE OF VERTICAL CURB \NCR O (= F- C)O
<br /> FIRE HYDRANT GA GUY ANCHOR CONSTRUCTION SEQUENCE: GRAVEL CONSTRUCTIONt U z�'
<br /> GV GAS VALVE
<br /> ENTRANCE [] �' W ¢o
<br /> GAS VALVE IE INVERT ELEVATION 1. HOLD PRE CONSTRUCTION MEETING,CESCL TO ATTEND Q
<br /> LS LIGHT STANDARD , T S O 0 LL =
<br /> GUY ANCHOR PP POWER POLE 2. FLAG OR FENCE CLEARING LIMITS. �> � 0 = O I-Q
<br /> Q PLU POWER POLE WITH LIGHT & UG 3. POST A SIGN WITH THE NAME AND PHONE NUMBER OF THE ESC SUPERVISOR. � � 0 Z 2'O
<br /> INDICATOR POST PPL POWER POLE W/LIGHT 4. INSTALL EROSION CONTROL MEASURES 0 O O 2
<br /> PPL POWER POLE W/UNDERGROUND 5. CONSTRUCT CONVEYANCE SYSTEM AND INFILTRATIONThis Reoatc!tN@wing has been prepared,In part,based _ Z
<br /> XX LIGHT STANDARD SDMH STORM DRAIN MANHOLE
<br /> sLL SOLID LOCKING LID 6. CONSTRUCT ROAD IMPROVEMENTS BASINS. on"As-Built"information provided by others.Though F-
<br /> POWER METER SSCO SANITARY SEWER CLEANOUT
<br /> POWER POLE (AS NOTED) TS MH TRAFFICYS GNALR MANHOLE 7. STABILIZE SITE the as-built information and this drawing are based should r N
<br /> O
<br /> the best a r:liable information;no presumption Il
<br /> 8. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH SNOHOMISH be mai- di gthe �.saccus ►. n0
<br /> TSB TRAFFIC SIGNAL BOX COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. ! W
<br /> SANITARY SEWER CLEANOUT WIP WATER INDICATOR POST 9. STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL / /I � -2hI� PLAN
<br /> GRADING QUANTITIES: SANITARY SEWER MANHOLE WV WATER VALVE GRADE. Date
<br /> APPROVED
<br /> WM WATER METER
<br /> 10.SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 5I ned
<br /> CUT= 200 C.Y. YD YARD DRAIN 11.UPON COMPLETION OF THE PROJECT,STABILIZE ALL DISTURBED AREAS A 4-1,1-
<br /> .i(lt)
<br /> I
<br /> FILL = 200 C.Y. STORM DRAIN MANHOLE ND �lpo�REMOVE BMP'S IF APPROPRIATE,CLEAN CONVEYANCE SYSTEM AND VAULT OF ALL �-'� EV RETT PROJ.;NO.
<br /> TRAFFIC SIGNAL ""' "" FENCE LINE AS NOTED ACCUMULATED SEDIMENT. Print Name Title
<br /> �� T DSN.BY:
<br /> GRADING QUANTITIES ESTIMATEDPUBLIERWCES ""'—� 12-0412 JMS
<br /> BASED ON CURRENT SITE INFORMATION TRAFFIC SIGNAL BOX — — FLOWLINE
<br /> DATE
<br /> & ASSUMED EXCAVATIONS NECESSARY CESCL:ASPI-TERRY OSTERGAARD-425.252.1884 ''�''�'�x ^"'x�.���'`x ;��',,;���;�,�� PUBLIC WORKS RATE'
<br /> FOR PROPOSED IMPROVEMENTS. ® WATER METER OHP OVERHEAD POWER LINE UTILITIS DEPARTMENT 5/2/2012
<br /> CALL 48 HOURS DRAINAGE
<br /> WATER VALVE '" :: INE
<br /> S��.
<br /> p A PUBLIC WORKS PERMIT IS REQUIRED PRIOR TO 1"—30'
<br /> RM DRAIN LINE 6816 Evergreen Way—Auto Service Center— PW1206-006 BEFORE YOU DIG STARTING ANY CONSTRUC770N ON THIS
<br /> CIT ENGINEER PROJECT. APPROVAL FOR THIS PROJECT DRAWING NO,
<br /> 1-800-424-5555 IS CONDITIONAL PER URRENT STANDARDS
<br /> 2 5
<br /> AND EXPIRES Z ''r„3 UNLESS PERMIT
<br /> Fr!, rONSTRUC71{?^!fL� rrrr"d/ST'r;_D. �F
<br /> _ s
<br />
|