FENONG ••lERIAL

b

2X2 WOOD OR STm. T-BAR POST

\ \

........ ,

INSTALL HIGH VISIBILITY FENCING 1' OUTSIDE OF CLEARING LIMITS ALONG LENGTH OF ENTIRE PROJECT LEFT AND RIGHT (SEE DETAIL THIS SHEEl)

GAPS IN HIGH VISIBILITY FENCE ARE REQUIRED TO ACCESS OBLITERATION AREAS. GAPS SHOULD NOT EXCEED 20Lf" MAXIMUM.

\ ........ \

'"

Y -- ----·---- .-\; -·----

11"

\ \ ,,.....__

SELF-LOCKllG TIE - N'ILON llL 5Df .. N. 1ENRE SlRENlml, UV siABLfzEb

HIGH VISIBILITY FENCE

JUSE

\ 10· \

i " m

,, r' I

REMOVE TREES s~~~:i~;;G~....-:::-::;;_;t~J~ 5 TOTAL I 0

8.. :2 ORCHARD

09'

0111

0 'i

T~x

I I

- - -M.-- - -M- -- -M- - --M-- - -M- _j!. J~~9- --M-- - -Nf.- _'j_M_ -"~-M-- - -M- -- -M- - --M-- - -M- -- -M- _ --M-- __

'

I

"'"~--------:a.~' 0 -----

09 •-"'---------""',Ci''!-........ ......_~· 12"

'-------.,,~\ T 0 I 10"'"" \

0' 0 0 ~-11 -,-,.--iz:...~st•Hi;-\ --,,.-. ~~ I 0 .-------...,,·:_· iiiO I 0

01 I

.........._ I

12" ';<

2112 x Y - O" WOODEN STAKE

2'<2 ' 3' - rt' ~~ STAI<~ SPACED MRY 4 - 0 O.C. (T'YP.)

WATTLE

1. WATTlES SHAU. BE IN ACCORDANCE WllH STANDARD SPECIFICATION 9-14.5l5l. INSTALL WATTlES ALONG CONTOURS. INSTALLATION SHALL BE IN ACCORDANCE 'MTH STANDARD SPECFICATlON 8-01.3(10).

2. SECURELY KNOT EAai END OF WATTlE. ABUT ADJACENT WATTLES TIGHll Y, END TO END, MTHOUT OVERLAPPING THE ENDS.

3. PILOT HOLES MAY BE DRl\'EN THROUGH THE WATTlES AND INTO THE SOIL MiEN SOIL CONDITIONS REQUIRE.

4. LIVE STAKES MAY BE USED FOR PERMANENT INSTALLATION AND SHAU. BE IN ACCORDANCE 'MTH STANDARD SPECFICATION 9-14.5(8).

~ %A~~~o&5JsSPii,<i&1~~~sb~EAflfriM~re~;F-J;~LY ENTRENa-tED AND IN CONTACT ftlTH THE SOIL.

5. PERFORM MAINTE.NMICE IN ACCORDANCE WITH STANDARD SPEa­FICATION 8-01.3(15).

~ OLD AD BED

__ gg---- 88

GRAPHIC SCALE 1s JO eo 120

~~1~l 1iiiiiiiiiiii1-.l_I ~~~I

/

~

A

/

/ L__

\

\ \ \

- :.! ,::J\..::. I

\ \

~\ \ \

... .. " "' :> ..

"' OLD LIGHT

0 \ \

\

GENERAL NOTES:

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~

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1. ALL DISTURBED AREAS SHALL BE COVERED WITH BARK AND WOODCHIP MULCH.

-

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\

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--

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2. THE OWNER AND/OR THEIR CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF THE SEDIMENTATION AND EROSION CONTROL MEASURES AS SHOWN; ALSO TO INCLUDE IMPLEMENTING EROSION CONTROL WHICH IS NOT SHOWN AT AND AROUND lHE STAGING AREA.

\

3. THE CONSTRUCTED EROSION CONTROL AND SEDIMENTATION PLAN SHALL BE APPROVED BY lHE CITY OF BELLINGHAM PRIOR TO PERFORMING ANY SITE GRADING OR CLEARING.

4. ALL STEEP SLOPE EXCAVATIONS GREATER lHAN 2: 1 SHALL BE COVERED AT THE END OF EACH WORKING DAY.

5. MAINTENANCE AND OPERATION OF lHE EROSION CONTROL AND SEDIMENTATION SYSTEM SHALL BE lHE RESPONSIBILITY OF lHE OWNER. THE OWNER AND/OR lHEIR CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF THE SEDIMENTATION AND EROSION CONTROL MEASURES.

6. ANY VEGETATION NOT IN lHE CONSTRUCTION AREA SHALL BE LEFT UNDISTURBED.

7. ALL CLEARING LIMITS SHALL BE VISIBLY MARKED PRIOR TO CLEARING.

8. ALL STORM DRAIN FACILITIES WITHIN lHE PROJECT BOUNDARY ARE TO BE CLEARED OF SEDIMENT AND DEBRIS PRIOR OT FINAL ACCEPTANCE OF THE PROJECT.

9. THIS PLAN REPRESENTS lHE MINIMUM REQUIREMENTS FOR THIS PROJECT. ADDITIONAL EROSION CONTROLS MAY BE REQUIRED BY lHE CITY OF BELLINGHAM AS ARE FOUND NECESSARY TO PREVENT CONTAMINATION OF SURFACE WATERS.

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( IN FEET ) 1 inch = 30 ft.

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--

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\

I

\

INSTALL HIGH VISIBILITY FENQNG 1' OUTSIDE OF CLEARING LIMITS ALONG LENGTH OF ENTIRE PRO.ECT LEFT AND RIGHT (SEE DETAIL THIS SHEEl)

GAPS IN HIGH VISIBILITY FENCE ARE REQUIRED TO ACCESS OBLITERATION AREAS. GAPS SHOULD NOT EXCEED 20l.f MAXIMUM.

FEB. 16,

28"

YRD ORN RIM~105.10

E ELBOW~99 90

I

~ CONC. JRIVE

\

FIR

I

\ \

\I I

'\ *30" FIR~\ - -

I

I \

~--1 \

I

~ I

~

PLANTER

\ \ \ \, "'.s

\ REMOVE AND RELOCAlEI

0 0

33 LF 8"11 CPDP S-:1:0.611:

INSTALL: SPLASH/OISPERSION PAD

APPROX. 1 O'x8'

EXISTING CONCRElE BENCH PER PARKS DEPARlMENT DlRECTION

- ';'('. - " 31 LF 8"11 CPDP > ~:l:J 1.0X

SD OUTLET BEVEL£D END INVm:1:125.00

- I INSTALL:

SPLASH/OISPERSION PAD APPR01<,_10'x8'

MATCH EXISTING GRADES AT 3: 1 FILL SLOPE

---r~~---.7"' r --1

><,,

1+42.62

,--1 I / / SPH1LT I ., 1 I

~7ii77T7rj I &, ~sc:ii'

~ov v0

rt~ HOUSE

,..,;

Oio I ~~~ (

r:____-....______

'" ,., '" 'r

F UCET

/) /1 c--f--~­/1 L-j----

/1

...::::: I

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012 .. 'C,p

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og ..

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012"

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04"

GRAPHIC SCALE

STA 2+36.82, 15.75' L INSTALL: -SD INLET RIM•130.00 W. INV•128.5 _ 'I.. -

STA 2+88.45, 7.0'L INSTALL: N0.1 CONC. J-BOX

~ MATCH EXISTING GRADES AT 3: 1 FILL SLOPE

10 20

I I

MATCH EXISTING GRADESI AT 4: 1 FILL SLOPE

ORCHARD

•

09" 5"

I x --x --x T~~

0 >< 0"

~ Sr -;? ~~

~

0

ORCHARD

152 152

14 8 148

44

I - 144

L

, 140 /- 140

/ /

/ /

/ /

I/

/ /

/ /

"' / /

136

I /, 136

/ I j_

/ /

/ /

/ \

/ 132 ,r 132

/ PVI STA • 1+62.50 PVI ELEV • 121.73

/ A.O. • 14.22 K • 3.52

I I I ---50;00' . ~

/

I

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8

I 0 ~ I ID ...: ori

12

.., N

~ + - I I 128

~ ,;,;

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~+L---:-,s ...:

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7 '\.>, + -

~{] .. -124 ell ~

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~ -,--........- r ~ o.7'""' ~

-- __,,,----- I EXPIRES: I FEB. 18, I

":s C! II! ~II! 00 • .. ~~

"'"' Ill • ;;; ~

~ . .., ~~ -

N..: --<'i -~ --

1+00 2+00 3+00

~~~ INSTALL 8'x10' FENCED ENCLOSURE PER DETAIL

---88~1' ' j .... ea .... _ "

--se 6 00 STA: 3+71.52, 11.0' L

BEGIN 5• EXTRUDED CURB - ' STA 3+72.82, 10.0'RI

INSTALL: N0.1 CmilC. J-BOX

GRADE TO MATCH TRAIL t----r AT :t3: 1 FILL SLOPE

MATCH EXISTING GRADES AT 2: 1 FILL SLOPE

- X J X - - X GATE

INSTALL PARKING STRIPES le SYMBOLS PER WSDOT SP M-1"~.10-01

INSTALL SPLASH/DISPERSION PAD I

21 LF (1) 4• CONDUIT CAP END

- 88---

PROPOSED CRIBLOCK WALL (SEE GEOTECHNICAL REPORT

FOR WALL DETAILS) ~ - - -BB- - - - &co

INSTALL 160 LF W-CHANNEL BEAM

BARRIER (WEATHERING STEEL) .vcE*

~TA 4+20.19, 10.0'R N0.1 CONC. J-~OX

REMOllE AND RELOCATE EXISTING SIGN PER PARKS- - - -

DEPA~TMENT DIRECTION, --.,\--........:1,..-_______ -./

" fi"' 80 LF (2) 4• CONDUIT

/ /

,,,_ REMO\/E 8.5 LF W-CHANNEL BEAM BARRIER­RELOCA TE END FOOT TO SOUTH GAURD RAIL END I

/ ATTACH PROPOSED W-CHANNEL BEAM BARRIER TO EXlSllNG GAURD RAIL I , STA: 4+89.41, 22.38' !;_r­END 6" EXTRUDED CUR~

GRAPHIC SCALE 10 20 2

~1° -~-~-~r .. 1~1 ( IN FEET )

1 inch = 20 ft.

140

145-t--

15~

,Jr GRAVEL ROAD "' ~ ~ ~= -HEl"'

i

Piii STA = 4+55.32 Piii ELEV = 164.10

A.D. = -9.oooo _________ 1

__________ _ K~3.33-

~----------,----------i--------~=~O.OO' VC --.

I --+----t--1--r-i- ~ N -----+-------, 168 "l 8

,,,_j_ ~ ~ ----------

164

fl! Ill ~ -~ :!! l---+---1--~--~

152-l--------1

S4----+--1-148

--+--r~l//~----+~~-+~~1~~ /

J _,/___J/"'-//~/ - - - 1---- i - - -- 1-- - 144 144 /

/

L(_/// 1- I --1- ~~~~ A------// /

/

~~/~/~/~----~-----------~----------t-------~~~~ 140-t---~/

~ '/~/.'/.'/~/-- -- - - --1- -- - - --- --J~-=-~=-::::~=-~-=-~=-::::~=-~-=-~=-::::gEXPlllBS:~, ~~~~~~~~=-~~ ,

3+00 4+00 5+00

MATCH FILL SLO .

152

148

v

1+00 2+00

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~8 o• Ill iD --

3+00

"<t "<t

II l­a:

/ / /

/

/'\ I \

I \ ---T 11 \

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L'--------:;.,,,,...

4+00

PROPOSED PA llit CENTERLINE

STING- f!ATI-1

GRAPHIC SCALE 20

0 10 I 2i° •·•I I

( IN FEET ) 1 inch = 20 ft.

/\

,,,_</ ~~/;~,~~-: ~ ---------t -------- I

5+00 6+00

176

164

160

156

152

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STA: 8+56.98, 8' L BEGIN 105 Lf (1) 4" CONDUIT

PRESERVE EXISTING STONE RETAINING WALL

CUT AND REMOVE 13 Lf EXISTING STONE WALL

STA: 3+47.93, 3' L END ROCKERY WALL

AIR VAC RELEASE AND VAULT

RELOCATE TO ST. : 8+23.5, 6.5' L

-{"

REMOVE 25 Lf .-----JERSEY BARRIER

C ,.- \ IE ~~=i~~~~-

IE SE ~18619 \

sf A: 9+55.00, 6.2' R \END 4" CONDUIT

' LIGHT ASSE~LY PER DETAIL

PROPOSED 50 Lf CONCRETE BARRIER! \ \

~\ Vl

PRESERVE AND RELOCATE EXISTING CHEVRON AND

ARROW SIGNAGE \

INSTALL 21 Lf W-CHANNEL BEAM BARRIER

\ \ H \

REMOVE 50 Lf W-CHANNEL BEAM BARRIER

\ - "jf'/ / """' ""'"' BE;;z.:Roc{:1

;i? ~/ I

REMOVE EXISTING I SIGNAGE, LIGHT, AND

SUPPORTS CB

-" RIM~185.59

IE N.~182.64 IE S.~182.64

I /"' /

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~\ /

/

/ /

\ \ \

\

\ \

\

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R o

GRAPHIC SCALE 10 20

I I ( IN FEET )

1 inch = 20 ft.

---------------- •O :8 ..; _________ _ T _______ 8 -----------~:~f- \ \

-------+-·+--00t-----------+-------------+-- 192 OI -

-----~ CJ

I I

I CD

CHUCKANUT DRIVE (SR-11)

~ 0 D LIGHT

30" AK

0

7 176 ----t-------------+------------+--------------=-.....,..,1 //~

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/

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~ ~ Cll

~ ~ r, om ol ... on- .- - -on- ·----+--•------/ ~~...._----+-------------+--

,.;~ ui~ I I ao+ '°+

~7i ~~ ,..- ---J \ > >

d~ d~ ~ 1----f----~- - -"~ \-------------+--- 188 - ~~ ~~ \ o•- o" \

0 "! 0 "! •:S •m \ ~~ ~~ ' II II II I '

\

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\

> > ' -------.+--·--------.-.:iJ~---ci~ ~--------+---

' ~~ ~~ ' ~~ ~~ ,,

'\..-" I \ I \

·------t---------------t-------------+-------------+-------------+-- 176

ROPOSED PATH CENTERLINE

EXISTING PATH CENTERLINE

172 ----t-------------±"'----------:;;~-------+------------+------------+------------+------------+------------+------------t---------------1-- 172

/ /

/ /

/

/\ // ---+-L--\--~-,...--7'"---------+------------+------------+------------+------------+------------+------------+------------t------- ..al~~... -+----"'

I

//[ \/

168 --1---------------t-------------+------------+------------+------------+------------+------------+------------+-----~

..... on con .... on "' on coO "'0 r- OI ""!i "' . on .o . on . o . "' . on .... cd "' aci

N• "'I'S "' . "' . "' . ~it :ll mj ~ ... ~;::: .......... ........ ..... "' ..... ii "' _ ..... _ ..... - -- - - -- -- -

Fi.+nn 7+nn R+nn Q-1-nn 10-1-nn

GENERAL NOTES All materials and work shafl be in accordance with the requirements of the State of Washington, Deportment of Transportation, Standard Specifications for Road, Bridge, and Municipal Construction, dated 2008.

The contractor shall be careful when working around and removing the portions of the existing facilities as not to damage the items to remain. Material within the existing structure designated to be removed (including fifl and rock excavation) are to be removed in a manor which wiff nat impact the existing structure. The foundations for the support walls shall be benched, as shown on the plans, to obtain a minimum of 6" into the solid rock. Rock excavation for the end wall shall be t '-0" as shown an the plans.

The dowel bars below the support waffs shafl be grouted into the rock by using either on epoxy grout or a cement grout which obtains 5.000 psi in three days. All grouting shall be in accordance with the grout manufacturer's recommendation. Prior to grouting all holes shall be cfeoned of off rock and dust.

The dnlled piles for the cutoff wall are designed to offer lateral support for four (4) feet into rock. Contractor's excavation shall ensure the rock remains solid.

All cast-in-place concrete shall be Class 4000 mix. Curing and curing times shall be in accordance with the Standard Specifications.

All precast concrete shall be Class 4000 mix. Just prior fa placing the precast slab, the contractor shalf place a thin layer af grout over the contact area to ensure the slab w1/f be in fu/f contact with the suppor t structure. The day fallowing the setting of the sfab the contr act or shalf grout the block-outs in the slab. The grout shall have a final strength of 4, 000 psi

Unfess otherwise shown on the plans, concrete cover shall be measured from the face of concrete to the face of any reinforcing bar. Cover shall be 7" at the bottom of the precast sfab and 1 7/2" at all other locations.

1'-3" CUTOFF WALL ANCHORED TO 12¢ DRILLED PILE

EXISTING RUBBLE WALL

t'-3'' CUTOFF WALL ANCHORED TO !2¢ DRILLED PILE

THIS BROKEN PORT!ON OF EXfSTfNG STRUCTURE TO BE REMOVED

~~

EDGE OF EXIS TTNG CONCRETE CAST-IN-PLACE END WALL BELOW

PRE-CAST CONCRETE SLAB

-rBO----J I

1

I I

I '\_9" PRE CAST SLAB I

~

~ I-+~· --ITJ .~

I ~ -- l_l

CAST-IN-PLACE ~UPPORT ~ WALLS ANCHORED TO ROCK L_j

D [!,, - - - - -

11'-6"

I 1---

1

L __________________________ ~

WOODEN PEDES TR/AN FENCE

--D

'8.5 . -­

. --EXIST!NG STRUCTURE TO REMAIN EXCEPT AS NOTED

SEE DETAIL C

ELEV. 7 90. 40

I I 11

l!:::::::===================r~-======::::::::::::::::::~~~:::~~~~180~~-

LAYOUT PLAN

10'- 6 " CENTER TO CENTER OF RAIL

PEDESTRIAN RAILING

EX/SllNG SLAB

EXIST1NG S TRUCTURE TO REMAIN

11'- 5 " OUT TO OUT OF SLAB

CAST- fN- PLACE SUPPOR T WALLS ANCHORED TO ROCK

EXIS TTNG FILL TO BE--~-----t-----t----r

REMO VED & WEEP HOLES

I .. I~ ADDED TO EXISTING WALLS

1 '- 0 " 7'-6"

SECTlON © BASE ELE V. 175. 00

5"

ELEV

EXISTING STRUCTURE TO REMAIN

EXISTING FILL TO BE ----=*=====t=:r~, REMO VED BEHIND WALL

2 - 3"¢ WEEP HOLES@ 8'- 6 " CENTER (IN CEN TER OF C- 1-P WALL S)

APPROX ELE VA T!ON A T FACE or EXISnNG WALL ~ 180 \

EXISTING GROUND LINE AT FACE OF WALL

8 '- 6 "

6 '- 0 "

9 " PRE CAST SLAB TIED TO WALL

ELEV !88.90*

~-/_J_ _J

• ~CAST-IN-PLACE END SUPPORT WALLS

CAST- IN- PLA CE SUPPORT

~ WALLS ANCHORED TO ROCK

ASSUMED ROCK LINE - TO BE VERfFIED DURING CONSTRUCTION

BENCH FOO TfNG IN TO SOLID ROCK A MIN. OF 5 ''.

SECTlON ®

BASE ELEV 175

* FINISHED GRADE ELE VATIONS WILL NEED TO BE ADJUSTED IN THE FILED. NO CONCRE TE SHALL BE POURED WITHOUT A SE T OF FINAL ELE VA T!ONS FROM THE ENGINEER