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W ro co / O J i 0 Q U T L � U om L >, M N E I Q ro ro 00 r1)o N x 00 Q�r7 U O � p W �x Lul O 0 ELEVATION SEDIMENT FENCE TYPE 1 Grate Flow - Flow #5 Rebar --_ #5 Rebar Sewn 6" � ; 1.1 � Sewn 6 overlap �, overlap Geotextile insert Filtered Water PREFABRICATED FILTER INSERT TYPE 3 Note: Flow Type 1 - Geotextile on top Type 2 Connect Geotextile end by ----- j—Stake _ 0f wire mesh Biofitter bags "Post spacing overlap" or with 5 hog rings or - -- Aggregate wire ties per stake. "Turned ends" (See RD1040) ---L -- of i i Water Y Y Y Y Y r ----- ` - mesh a min. of 6" — �- - —re mesh and sediment ire Flow - ' Y '^ min. dep, p I Y N. I Ditch Inlet, Y N Y Y; fence geotextile 1Y Soil I over inlet i Ditch Inlet; N N Y !' N -Flow L Flow . i ; Grate Inlet Along Curb,soil - Flow Y L ' I Y I I Y Grate Inlet Along Curb, N Y Y Y Y i N Pavement I Curb Opening Inlet, N N' N I I ; Soil I I Curb Opening Inlet, N N N Water Y IN Pavement GEOTEXTI LE/W I REMESH/AGGREGATE Flow i TYPE 2 PLAN ELEVATION SEDIMENT FENCE TYPE 1 Grate Flow - Flow #5 Rebar --_ #5 Rebar Sewn 6" � ; 1.1 � Sewn 6 overlap �, overlap Geotextile insert Filtered Water PREFABRICATED FILTER INSERT TYPE 3 Note: Metal stake —; Type 1 Sediment Fence Type 2 Fasten wiremesh and Type 3 _ -I- geotextile to stakes Biofitter bags - - with 5 hog rings or Type 6 -77 wire ties per stake. Flow -- - Filtered — --Flow Are Appropriate Water Y Y Y Y Y Bury geotextile and wire -- ----- ` - mesh a min. of 6" — �- - ELEVATION SEDIMENT FENCE TYPE 1 Grate Flow - Flow #5 Rebar --_ #5 Rebar Sewn 6" � ; 1.1 � Sewn 6 overlap �, overlap Geotextile insert Filtered Water PREFABRICATED FILTER INSERT TYPE 3 Note: Slope Type 1 Sediment Fence Type 2 Geotextile/wire mesh/aggregate. Type 3 Prefabricated filter insert Type 4 Biofitter bags Type 5 Masonry/aggregate Type 6 Sod INLET SEDIMENT PROTECTION SCALE: NTS COMPOST FILTER SOCK SEDIMENT BARRIER (TYPE 8) -- Top of slope-� 5' max below top of slopeAe0 oek N Joint overlop type .' if 12" min. o O.C. / f Compost Filter socks spaced a equally along slope. See plans and table Stagger joints typ: O.C. // `l ` 5_0• to 10' 0/, rir/ 5'-0" above r J toe of slope 5'-0" from toe of slope min. �j �- Toe of slope 10' preferred I .01 11 Q, SLOPE APPLICATION PERSPECTIVE VIEW N.T.S. ok "n COMPOST FILTER SOCK (TYPE 8 SCALE: NTS compost sock see plans for size 2- X 2" X 3'-0" min. wooden stake typ. See optional stoking Section 'B' olternotrve See alternative sock connection detoil, .See notes this sheet INLET PROTECTION Slope Site Conditions Sock Diameter (inches) TYPE 250 8 Where Types 125 12 10:1 - 5:1 100 12 3:1 - 21 50 18 — 25 Are Appropriate Area Drain, Y Y Y Y Y Y soil Area Drain, Pavement N 1 Y Y Y I Y N. I Ditch Inlet, Y N Y Y; II i N 1Y Soil i Ditch Inlet; N N Y Y N N :Pavement ; Grate Inlet Along Curb,soil N I Y Y Y ' I Y I I Y Grate Inlet Along Curb, N Y Y Y Y i N Pavement I Curb Opening Inlet, N N' N Y Y Y Soil I I Curb Opening Inlet, N N N Y Y IN Pavement i For Inlet Protection Types 4 and 5 see RD1015 and R01020. HUI U Compost Filter Sock: Slope. Sock Spacing. and Sock Diometer Slope Spacing (ft) Sock Diameter (inches) < 50:1 250 8 50:1 - 10:1 125 12 10:1 - 5:1 100 12 3:1 - 21 50 18 2:1 25 18 1 East Broadway Sutie 300 Eugene, Oregon 97401 541-485-1003 DESIGNATED rowel I brokaw.com CONCRETE PROVIDE 18"x24" SIGN. WASH AREA Architecture. Design. Strategy. 3' MIN. SEE NOTE 21q)ff f E�W—S 3 ` 77 tt t I i 1 i 4—_ t i —_[[ jt I 1 i --i 11 -- i �; —_ < 1201 Oak Street, Suite 100 Eugene, OR 97401 O: 541.684.4902 10 MIL PLASTIC LINING F: 541.684.4909 www.kpff.com NOTES: 1. INSTALL A CONCRETE WASH OUT PIT AND A VISIBLE SIGN STATING, "DESIGNATED STAMP CONCRETE WASH AREA." LOCATE THE WASH OUT IN A PLACE THAT WILL BE ACCESSIBLE TO CONCRETE TRUCKS SIZE TO THE PROJECT. �ED PROFESS �V\5 a I N F F /Qy9 2. PROVIDE 3' X 3' MINIMUM WASHOUT AREA. INCREASES SIZE OR PROVIDE 56481 l ADDITIONAL WASHOUTS AS REQUIRED TO ACCOMMODATE PROJECT CONDITIONS. C 3. LOCATE WASHOUTS IN AREAS THAT WILL BE ACCESSIBLE TO CONCRETE TRUCKS. OREGON 0 4. FOR WASHOUTS LOCATED IN AREAS DESIGNATED TO RECEIVE HARDSCAPE, SOLIDS MAY BE BURIED IN PLACE. FOR OTHER APPLICATIONS, REMOVE AND DISPOSE OF M. SOLIDS. EXPIRATION DATE: 6/30/1 CONCRETE WASHOUT SCALE: NTS REVISIONS TO THIS SHEET REV. DATE < QQ CULVERT DRAIN Q- SIZED AS REQUIRED TO PASS FLOW do. Af'_ Q: e.``3 .. f. �+`O. e'J J'' ;3..0 nv b' a•'II 12" MIN. 25'R MIN. 4" — 6" QUARRY SPALLS SEPARATION FABRIC TIS UNDER AGGREGATE NOTES: 1. THE ENTRANCE SHALL BE MAINTEINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT—OF—WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT—OF—WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED FILTERING SYSTEM. 5. DIMENSIONS: 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC TO PREVENT SUB—SOIL PUMPING. CONSTRUCTION ENTRANCE SCALE: NTS SET ISSUE DATE SITE PLAN REVIEW 2016-03-08 EARLY GRADING 2016-09-15 PERMIT SET PERMIT SET 2016-12-02 PERMIT SET 2 2017-03-29 PRICING SET 2017-04-07 PERMIT SET 2017-04-17 PROJECT TRACKING RBA #: 1020 PM: MATT KEENAN PE: A. BACKUS Owner FRIENDS OF JEFFERSON PUBLIC LIBRARY JEFFERSON, OR Project Name JEFFERSON LIBRARY Project Address 182 HAZEL STREET JEFFERSON, OR EROSION & SEDIMENT CONTROL DETAILS EC3mO