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CATCH BASIN GRATE
<br />PLACED OVER—�
<br />INSTALLED INSERT
<br />OVERFLOW BYPASS
<br />SEDIMENT
<br />ACCUMULATION
<br />STRAW WATTLE
<br />-SEE ALSO NOT
<br />3a^ RETRIEVAL STRAP (INSTALL
<br />�—THROUGH GRATE)
<br />WATTLE DETAIL
<br />CATCH BASIN INSERT
<br />ADAPTER SKIRT NOTES:
<br />1, REFER TO WATTLE NOTES ON C2C-2,
<br />2. SECURE STRAW WATTLES WITH SAND BAGS
<br />IN PAVED AREAS
<br />MANUFACTURED CATCH BASIN
<br />INSERT, SEE SHEET C2C-2
<br />CATCH BASIN PROTECTION DETAIL ;'�
<br />SCALE: N.T,S. C220-451R,0220-452R C607-2
<br />SEE DETAIL 5/C607-2 FOR CONTRACTS
<br />AND EXPANSION JOINTS
<br />4" THICK LIGHT DUTY CONCRETE
<br />(PER SHEET C2C-2) AND
<br />BRUSHED FINISH
<br />4" CRUSHED SURFACING TOP COURSE
<br />(PER SHEET C2C-2), COMPACTED TO
<br />95% MAX. DENSII MAX 1 5%
<br />CROSS SLOPE
<br />STRAW WATTLE
<br />BARRIER DETAIL �21
<br />SCALE: N.T.S. C2C-21 C607-2
<br />CLEAR PLASTIC
<br />COVERING
<br />L
<br />�PTpP SLAKE AND SAND
<br />Iyp7Xq( BAG (TYPICAL)
<br />A 6 -
<br />A\�
<br />/
<br />WJ F V/
<br />1 OVERLAP - ALL SEAMS TO
<br />BE TAPED OR WEIGHTED DOWN
<br />2"x2"N3' WOODEN STAKE
<br />V\i A\i>�i�
<br />WITH SAND BAGS AT 10'
<br />CENTERS ALONG THE SEAM
<br />SAND RAG
<br />)\
<br />ISOMETRIC VIEW
<br />7' OVERLAP
<br />SECT ON A -A.
<br />OVERLAP DETAIL
<br />TEMPORARY STOCKPILE
<br />PLASTIC COVERING
<br />DETAIL !3
<br />SCALE: N.T.S.
<br />CK-, C607-2
<br />NOTES
<br />4 -. 1. FOR 5'x5' SCORING PATTERN, PROVIDE
<br />a CONTRACTION JOINTS EVERY 5' AND
<br />EXPANSIONS JOINT EVERY 15', UNLESS
<br />OTHERWISE INDICATED.
<br />TO 1/2" R. 2. SEE SHEET C2C-2 (CONCRETE
<br />PAVEMENT NOTES) FOR PRE -MOLDED
<br />j I?T T-1=T - CONTRACTION JOINT DETAIL JOINT FILLER SPECIFICATIONS.
<br />II I I ITTI- ,ILL I III 7SUTABLEI
<br />JOINT SEALANT, 3. SEE SHEET C2C-2 (CONCRETE
<br />aSEENOTEPAVEMENT NOTES) FOR JOINT SEALANT
<br />PREPARED SUBGRADE, SPECIFICATIONS.
<br />a
<br />COMPACT UPPER 1 FOOT TO
<br />907 MAXIMUM DENSITY PER ASTM D1557 a 4
<br />NOTE:
<br />1. SFF SHEET C2C 2 FOR CRUSHED ROCK NOTES 3/8" PREMOLDED JOINT 3/8" TO 1/2" R.
<br />FILLER, SEE NOTE 2
<br />LIGHT DUTY EXPANSION JOINT DETAIL
<br />CONCRETE PAVEMENT SECTION B-� CONCRETE PAVING JOINT DETAIL
<br />SCALE: N.T.S. C220-451,C220-452 C607-2
<br />SCALE: N.T.S.
<br />10' SPACING O.C. TYP TWO STRAND. 12 112
<br />GAUGE FOUR POINTED
<br />WHITE PAINT
<br />"LINE'
<br />a
<br />9
<br />F -MAN LAYOUT
<br />��AS
<br />r1.
<br />SHALL
<br />SHOWN
<br />i N":d*XEn.
<br />WA
<br />fi
<br />■
<br />■
<br />CENTER PEON IN BETWEEN
<br />STRIPES WHEN NO FENCE
<br />IS PRESENT. CENTER
<br />T
<br />LEUVEN BETWEEN FENCE
<br />='S1,t;SSAND
<br />STRIP", OR FENCE
<br />xr"
<br />WHEN FENCE IS PRESENT.
<br />2. BE E SHEET 02C-2 FOR
<br />PAINT STRIPING NOTES.
<br />2'- 3"
<br />4" WHITE EDGE
<br />4" COMPACTED DEPTH CLASS 1/2" HMA,
<br />PG 64-22, INSTALLED IN 2-2" LIFTS),
<br />COMPACT TO 929 OF RICE VALUE AT TRANSITION TO EXISTING, TOP DRESS WITH SAND
<br />(PER SHEET C2C-2) SEE JOINT DETAIL 4/C607-2 PLACE 4" WIDE x 1/8" DEEP SQUEEGEE
<br />8" COMPACTED DEPTH CRUSHED FORMED HOT POURED ASPP,tIT OVERBAND
<br />SURFACING TOP COURSE (PER JOINT SEAL (WSDOT 9-04.2(1) OR APPROVED
<br />SHEET C2C-2). COMPACT TO FINISH GRADE EQUAL), TYP.
<br />95% MAX DRY DENSITY. 12" OVERLAP OF EXISTING
<br />SAW CUT SMOOTH VERTICAI BASE COURSE
<br />JOINT APPLY TACK COAT TO
<br />ALL EXPOSED VERTICAL
<br />SURFACES IMMEDIATELY PRIOR TYP'G L PAVEMENT SECTION
<br />TO PAVING ----,; THIS CONTRACT
<br />SUITABLE PREPARED SUBGRADE, �-UNDISTURBED EXIST.
<br />COMPACT UPPER 12" TO 95% MAX BASE COURSE
<br />DRY DENSITY, SEE SHEET C2C-2
<br />EXIST. PAVEMENT
<br />SECTION
<br />HEAVY DUTY HMA TO HMA
<br />HMA PAVEMENT SECTION PAVEMENT JOINT DETAIL
<br />SCALE: N.T.S. C220-451,C220-45210607-2 SCALE: N.T.S. C220-451,C220-452 C607-2
<br />5./
<br />TC�JAA H EXISTING NOTES:
<br />1. CURB HEIGHT VARIES PER PLAN (6" TYP, 1/4" HEIGHT AT DEPRESSED
<br />CURB)
<br />2. AT ALL CURBS WITH 12" OR GREATER EXPOSURE, INSTALL 1 ADDITIONAL
<br />#5 CONTINUOUS BAR IN CENTER OF CURB
<br />PEDESTRIAN PATH
<br />PAVEMENT MARKING DETAIL '4TbC o7-2
<br />C607-2 SCALE: N.T.S. C220- Si
<br />H COLUMN GAIV.
<br />LINE POST WITH
<br />3/4 TENSION 2 LD. SCH.40
<br />BAR, TYP. STEEL FRAME (TYP)
<br />BARBED WIRE (TYP.)
<br />NOTES:
<br />WIRE CLAMPS (TIP)
<br />3" LD. SCH. 40
<br />STEEL POSTS
<br />1. CURB SHALL BE DEPRESSED TO 1/4" AT CURB BREAK AT
<br />POST CAP.
<br />X..
<br />(TYP_)
<br />CROSSWALK.
<br />'1I
<br />\
<br />2. PROVIDE 3/8" PRE -MOLDED FILLER JOINT MATERIAL AT LONGITUDINAL
<br />5"x8"x1/f ASTM A36
<br />STEEL PLATE CENTERED
<br />1 1/2" (TYP.)
<br />EXPANSION JOINTS 15' O.C. REFER TO SHEET C2C-2 (CONCRETE
<br />PAVEMENT NOTES).
<br />6 1/2
<br />DIAGONAL TENSION
<br />WIRE
<br />9 GAUGE CHAIN LINK
<br />FABRIC FENCING
<br />TENSION (KNUCKLED ENDS)
<br />=
<br />BETWEEN TRENCH EDGES
<br />AT SURFACE AS OCCURS
<br />1/4.
<br />- 1/2,.
<br />1/2" R
<br />BANDS 0 x
<br />1 24' O.C. a I CONC
<br />RETE
<br />o
<br />(TYP.) R
<br />(4) 1/2" 0 ASTM F1554 -
<br />—1" CLEAR (MAX.) ( OF. 36 ANCHOR RODS WITH
<br />6" EMBEDMENT IN HILT L
<br />HIT-HY200 EPDXY _
<br />ANCHORAGE AT CONCRETE SURFACE,a
<br />BETWEEN ADJACENT TRENCHES
<br />FINISH GRADE ADJACENT ?�/>�%�l'`
<br />NOTES:
<br />9. ALL STEEL FENCE HARDWARE, POSTS, AND SEE ALTERNATIVE ANCHORAGE
<br />RAILS SHALL BE PAINTED OR COATED IN - AT CONCRETE (TRENCH WALL)
<br />3000 PSI BLACK VINYL. LOCATIONS
<br />CONCRETE (MIN.) 2. CHAIN LINK FABRIC AND TIES SHALL BE a
<br />COATED IN BLACK VINYL.
<br />72"
<br />SECURITY CHAIN LINK FENCE r8_'�
<br />SCALE: N.T.S. C220-451,0220-452 C607-2
<br />REV190N
<br />SITE PUMPED INDUSTRIAL WASTE
<br />BY I APPROVED
<br />20808469 SETS 1 BLK
<br />REVISION
<br />SURFACING
<br />PER PLAN
<br />1
<br />LIGHT DUTY CONCRETE
<br />(PER SHEET C2C-2)
<br />6" COMPACTED DEPTH CRUSHED
<br />SURFACING BASE COURSE COMPACT
<br />TO 95% MAX. DRY DENSITY
<br />6" DIA. SCH. 40 STEEL PIPE FILLED
<br />W/CONCRETE, PRIMER (1 COAT) UNDER
<br />SAFETY YELLOW (2 COATS) (ALKYD ENAMEL)
<br />—FINISH GRADE
<br />NEW CONS. FOOTING
<br />2 -0" SQUARE OR 2'-0"4
<br />CONCRETE PIER WITH (4) 1j'4
<br />VERTICAL BARS AT 12" O.C. (TYP)
<br />5 1/2'
<br />MATCH LANDSCAPE
<br />IMPROVEMENTS FINISH
<br />GRADE TO TOP OF CURB 1/2" R\
<br />#5 BAR CONTINUOUS
<br />ON TOP, MAINTAIN 2"
<br />CONCRETE COVER. --
<br />12" MIN. DEPTH BELOW TOP
<br />OF TRENCH UNLESS
<br />OTHERWISE NOTED
<br />FACE OF CURB
<br />,-TOP OF TRENCH/TUNNEL
<br />LIGHT DUTY CONCRETE
<br />(PER SHEET (BC-2)
<br />'5 BAR CONTINUOUS ON
<br />BOTTOM, MAINTAIN 2"
<br />CONCRETE COVER.
<br />CAST —IN —PLACE CURB DETAIL �E\
<br />SCALE: N.T.S. C220-452 C607-2
<br />SOD TURFGRASS
<br />4" OF WELL -ROTTED COMPOST TILLED
<br />INTO UPPER 8 OF THE 5011. COMPACT
<br />TO 85% PER ASTM )1557
<br />SCARIFY EXISTING SUBGRADE TO
<br />4" MIN. DEPTH
<br />EXISTING NATIVE SOIL
<br />TURFGRASS AREA TOPSOILING DETAIL ri,i
<br />SCALE: N.T.S. U220-4521 C607-2
<br />CONCRETE CURB AND GUTTER 9 BOLLARD DETAIL ��
<br />SCALE: N.T.S. C220-451,C220-452 C607-2 SCALE: SCALE: N.T.S. C220-452 C607-2
<br />ISSUED FOR CONSTRUCTION
<br />APRI� 3, 2020
<br />APPROVED PATE I I- _ DRAWN DATE
<br />SITTS & HIL.L.
<br />ENGINEERS, INC.
<br />CIVIL e STRUCTURAL a EURVEYdNG
<br />PHOHEEa,E1a,«<aT a. (M )47 -a
<br />Project No,: 17659 Project Mgr.: FAIL
<br />Proj. Engineer: EMF Frei. Drafter: JOK
<br />ACCEPTABILITY
<br />B. Srebro
<br />cHECREO
<br />12.06.19
<br />suennE
<br />MISCELLANEOUS SECTIONS AND DETAILS
<br />CURRENT RE --,(„move —
<br />2U8088U8468
<br />THIS DESIGN AND/OR
<br />SPECIFICATION IS APPROVED
<br />B. Srebro
<br />12,06.19
<br />SHEET
<br />APPROVED BY
<br />DEPT.
<br />DATE
<br />ENcSr LR
<br />UTT "
<br />Sr
<br />12.06:19
<br />TNte
<br />SITE PUMPED INDUSTRIAL WASTE
<br />('
<br />HEC,(ED -
<br />�J�7-2
<br />B. Leslie
<br />APPROVED
<br />,2.D6.,9
<br />SITE 45-YD
<br />Joe NO,
<br />04.03.20
<br />L
<br />EVERETT, WA DID No. 45-YD-C607-2
<br />
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