Corps No. NWP /2. Page 6 of 12. Name: EUGENE EAST Date: 6/ Scale: 1 inch equals 2000 feet

Transcription

1 Name: EUGENE EAST Date: 6/ Scale: 1 inch equals 2 feet Location: 44" OZ 12.1" N 123" 7' 6." W Caption: Figure 1: Location Map Corps No. NWP /2 Page 6 of 12

2 -., (").:a AMAZON CREEK STABLZATON PROJECT# 4672 FROM CHAMBERS ST TO GARFELD ST! i. _f _ i L j -r--w!4ff-aue:'sc-!! i : i! L j_--"- -- \ { a l},f l-""" \ t\'i - ' ',_: i ;,-;::;1 ]'1;, '. r -L:--!i' """"'-D:::t --,_ \ t /i:lt 1\' "-.L...i.._a - -- fi_ -,. i --r-""-1 ' H ft'ti'1 -, ---f..'<h - j_ i i '! ( _ ' [_-"""" <--J-'l_l-Dii;Jc;-- --(. 1-'- 1!, f;l- if J / ct Site - :h-1--(uma! P w""""<-t- ' 1 f! i 1!!_. --"-. ; 'W""Ll 1:::.k-l u NTS -'L " --L_jj:f F ' _j_ L, vf!r.-- ::! T' JL/.._, ''''<,, r w i 1 -"':\ E!}AVE t, ;;; NOU""N e:b* VCNTY MAP ATTENTON: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth 1n OAR through OAR 952--Q9. You may obtain copies of these rules from the Center by calling f you have any questions about these rules, you may contact the call Center. Know what's below. Call before you dig APPROVED: CTY ENGNEER :::; (J) "' "' w w > u 5: (? LLwffi oo:::> o wo u>w CJW m ;;: w rt "' N > '-" i'l S:\Projects\Proj-2\4672 AMAZON CREEK STABiltZATON\Sheets\4672 SH 1 COVER.dwg SPAHT Shawn W 1/8/213 2:9PM

3 Q X ::::i iii > <( >- w (/) l: " (/) w a UJ "' <( " UJ :;! [;j ;,; _J <( (/) () LL ffi:; oi[ t u! -<( Nfb a ABBREVATONS AB AGGREGATE BASE AD AREA DRAN ADA AMERCANS WTH DSABLTES ACT ADJ ADJUST ATB ASPHALT TREATED BASE APPROX APPROXMATEL. Y APVO APPROVED BC BEGN CURVE BVC BEGN VERTCAL CURVE CB CATCH BASN Cl CURB NLET CL CENTER UNE CP CAST N PlACE co ClEAN OUT CONC CONCRETE CONST CONSTRUCT, CONSTRUCTON CONT CONTNUOUS COR CORNER CTB CONCRETE TREATED BASE CY CUBC YARD DA DAMETER DWG DRAWNG DWY DRVEWAY EA EACH EC END CURVE EL ELEVATON ELEC ELECTRC. ElECTRCAl.. EP EDGE OF PAVEMENT EVC END VERTCAL CURVE EX EXSTNG EXCAV EXCAVATON FH FRE HYDRANT Fl FELD NLET FL FLOWLNE FLG FLOW LNE OF GUTTER FT FEET GB GRADE BREAK HMAC HOT MX ASPHALT CONCRETE HP HGHPONT N NCHES NV NVERT LP LOWPONT LT LEFT MAX MAXMUM MH MANHOLE MN MNMUM MSC MSCELLANEOUS MON MONUMENT NTS NOT TO SCALE DC ON CENTER PC PONT OF CURVATURE P PONT OF NTERSECTON PR PROPOSED PRC PONT OF REVERSE CURVATURE PT PONT OF TANGENCY PVC POLYVNYL CHLORDE PV PONT OF VERTCAL NTERSECTON PVMT PAVEMENT R RATE RAD RADUS RCP RENFORCED CONCRETE PPE RT RGHT s SLOPE SDMH STORM DRAN MANHOLE SOFT SQUARE FEET STA STATON sw SDEWALK TCP TRAFFC CONTROL PLAN T>C TOP FACE OF CURB TYP TYPCAL WWMH WASTEWATER MANHOLE VERTCAL CURVE vc LEGEND CENTERLNE STORM DRAN PPE WASTEWATER PPE WATER PPE UNDERGROUND ELECTRCAL LNE UNDERGROUND TELEPHONE LNE UNDERGROUND GAS LNE FENCE LNE TOP OF SLOP!: TOE OF SLOPE CURB EDGE OF PAVEMENT WALK CURB NLET CATCH BASN AREA DRAN STORM DRAN MANHOLE WASTEWATER MANHOLE WASTEWATER CLEANOUT FRE HYDRANT WATER METER GAS METER WATER VALVE GAS VALVE MALBOX JUNCTON BOX WOOD EWES POLE WDROP POLE ANCHOR WOOD EWES POLE CONC EWES POLE PUBLC SGN LUMLNARE ELECTRC MANHOLE PROPERTY CORNER SURVEY CONTROL STATON TRAVERSE PONT SPRNKLER HEAD BOLLARD BARRCADE TREE CLUMP DECDUOUS TREE ORNAMENTAl TREE EXSTNG ww-- -ww-- -'r(w-- - -H2et - -1-!Q-- - -HQ- - --TEl- - -T'f.l-- -TEl-- - -rc-- -rc-- -rc G G- - - G -- --TOP-TOP-- --TOE- TOE [QJ """ J "' "'.&- -«isj rn & fw HEET NUMBER 1 2 D-1 o:2-3 c:1 C-1A c:2 C-2A C-3 c:3a TP-1 CS-1 CS-2 CS-3 TC-1 SHEET NDEX 2

4 n.a?f '" DETALS NOTES 1. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STCKS AND GRASS MATS SHALL HAVE MAXMUM SOL CONTACT. ;;; 2. FABRC SHALL BE STTCHED TOGETHER TO CREATE ONE NTEGRAL UNT. USE COR TWNE AS HEAVY OR HEAVER THAN THE FABRC. 3. FABRC S TO HAVE STTCHES NO FURTHER THAN 2" APART. TWNE S TO BE TED AND KNOTTED EVERY 'Z. 4.\F STTCHNG S NOT USED, OVERL..AP FABRC 3' FLOOR RECOMPACT LAYERS "'F'';!'J.i'.AVAH:nnll RENFORCE WTH EROSON (COR) FABRC DEPTH 24"- 36" AS DRECTED Wlll.OW STAKES(4-5)4'-1' LENGTH WRAPED WTH CO\R FABRC, TED WTH CO\R TWNE AND NSTALLED WTH WOODEN STAKES OR BOUND UNDER SLOPE FABRC TO BE USED N VAROUS LOCATONS WATTLE DETAL, s 5. LAY MATS LOOSELY AND STAKE TO MANTAN DRECT CONTACT WTH THE SOL. DO NOT STRETCH. 6. ALONG OUTER EDGE, FOLD FABRC UNDER 6" AND STAKE 2' O.C. 7. NSTALL FABRC VERTCALLY UP AND DOWN SLOPE. USE OF SOFT MALLET WLL REDUCE SPLTTNG OF STAKES. DRVE STAKES "- 2 1/2" ABOVE GROUND NSTALL FABRC N LOWER4' OF CHANNEL NTS COR FABRO SECURED BY WOODEN STAKES AT4' C. & AT SEAMS AT 2' D.C. 6" DEPTH OF CHANNEL ROCK FABRC STAKNG DETAL NfS EXSTNG GROUND l"x3"x 12"-24" CONSTRUCTON STAKE STAKE DETAL NTS FABRC STTCH SEAM DETAL WOODEN STAKES EVERY 4' O.C. NS :::; 1- (J) (J) _.J " <( lli tu (..) "' " [ TOP FABRC FULL LENGTH OF SHELF S:\Projec!s\Proj-2\4672 AMAZON CREEK STABUZATON\Shaets\4672 SH D1.dwg SPAHT Shawn W 1/ :9 PM 3' OVERlAP MN 1"- MAX 2 112' #\1'J \:Bl_3! 1r<* rr=f COR FABRC DRECTON OF - FABRC OVERLAP SEAM DETAL.. :s a: (!) g u..wffi oa:=> >-"- _wo 1-.u. uow (!) UJ ::::> ::;; w g: D-1

5 n -a t DETALS FLOW KEYSTONE ( ( KEYSTONE,!!iiiS 1---fl WLLOW STAKES iii :3 w w w 5 ''d' i!jip OUT :E?.i=%21 TAL BOULDERS f;l : J o (Ql)- e: U<ffi'! -<( Nth BOULDER STEP STRUCTURE PLAN.. :s BOULDER STEP STRUCTURE SECTON (LOOKNG UPSTREAM) Ni"S D-2 S.Projects\ProJ" AMAZON CREEK STABLZATON\Sheets\4672 SH 2.dwg Si;'AHT Shawn W 1/6/213 2:1PM

6 n -a VEGETATON DETALS TYPCAL SLOPE SECTON.. rs -... "'o -1< '. s k.,, ', -... oa n water 24 hours prior to installation "... LVE STAKE DETAL. S 11 ZONE AREA SZE PLANTNGS ZONE NOTES Upland All disturbed or exposed areas. Seeding Native mix per Specifications Bare Root Plant --- As Specified Plant Flush With Plant Downhill Edge Of Rootball Even With Original Grade Form Saucer On Downhill Mtd-slope Riparian ZONE Upland 3'X1' 4'X1' AREA SZE All disturbed or exposed areas. NootkaRose -1 Snowberry -1 OregonAsh 25 RedtwigDogwood 5 NootkaRose 5 Ptper'sWillow 5 Douglas Spiraea PLANTNGS Seeding Plant Nootka Rose n Upper 1f2 of Zone Plant Oregon Ash Throughout Zone Plant Redtwig Dogwood, Piper's WillOW & Douglas Spiraea n Lower 1/2 of Zone ZONE NOTES NaUvemixper Specifications Q 1- "l :::! <( "' < 1- UJ 1- (9 "' ttl ;::: "' u :5 a. < Min. 6" Diameter Planting Hal, / Tree and Shrub Planting Requrements 1. Plant within 3-4 days of removal from ground. 2. Soak roots overnight in water prior to planting. 3. Planting hole should be 2 times the area of the roots. (Min 6" hole) 4. Use native soils identified to be viable growing medium. 5. Bury roots to top of crown. 6. Spread roots Within soil, avoid air pockets around roots. 7. Avo1d cutting of erosion fabric, spread fibers. 8. Water after planting, maintain soil to crown of roots. Mid-slope Riparian 3'X4' (2areasper outfall 4'X8' General Notes: NootkaRose -1 Snowbeny -1 Redtwig Dogwood NootkaRose Piper's Willow OouglasSpiraea 4 AT OUTFALLS Plant Nootka Rose n Upper 1f2ofZone Plant Redlwig Dogwood, Piper's Willow & Douglas Spiraea n Lower 1/2 of Zone 1. Zones have 1' vertical overlap 2. All material listed to be planted "throughout'' shall be planted in a random pattern. 3. Minimum spacing for groups are as follows: Tree Groups= 1' D.C. Shrubs= 2' O.C. 4. No pesticides or herbicides allowed. Mechanical, hand, or other methods shall be used to control weeds and unwanted vegetation. 5. No fertilier application shall be performed within 5' of stream channel f2 5 "' (!) g LLwffi oo::=> Q_ w g; u w,_ (!)UJ ::J w UJ D-3 S:\Projecls\Proj-2\4672 AMAZON CREEK STASLZATON\Sh98!s\4672 SH 3 Planting Details.dwg SPAHT Shawn W 1/8/213 2:1PM

7 ', Q '"' ' ' " '>, 'o,, ;<.:...J (/) co ;<.: 1- C/) g "' w " + ;:: " "' "' - :;;; <( "' CONSTRUCTON NOTES ( 44S-OF) ;Da:; CONC. PPE OUTFALL (113-88) NSTALL BOULDER STEP STRUCTURE EXSTNG GROUND CONTOURS PROPOSED FNSHED GROUND CONTOURS (114-BS) :ANKSTABJLZATON PER DETAL