Loading...
HomeMy WebLinkAboutGore Creek Revegetation Project 11.4 Planset_9-16-16.pdf GO CK VEGETATION LOCATION IVAP --- ' - - -- .:,. rKOJCT 1 14 yy,4�a%rS' t f y.h s'y ? '.. „.,,,,..„:___,_ _i _.__ , -4 fStf '., .,- ,r VAI L, Co _r� , D , �; - 1 r -r >>r� ��,moririi-,leo*{��Q 1 SEPTEIVDE� 20 1 G r , ,k , I = ;ec ; r ..,',..,..-4:-`i..7.,' • y. ' ffgli.') rr (4§' LION SQUARE tk.1'.''..: A�. .. ,f' 3�90 D�AWI N GS :� � Q le ,.4",',11A,5-. _i1 _ LODGE .tr1 k' . ? T„lt *..,:k':"', ' 4,-',.:,?,'_I0 . S h EET INDEX CONTACTS r H #� .R ," PROJECT '�Yr SITE SHEET NO. SHEET TITLE Brooke Ronne ` ' GO1 SHEET INDEX AND VICINITY MAP �' Projects and Events Coordinator VICINITY MAP ECO1 CONSTRUCTION STAGING PLAN Eagle River Watershed Council ECO2 CARE OF WATER PLAN (970)-827-5406 m Pawnee ECO3 WORK ISOLATION DETAILS Natrona: tj Grassland scelin9 ECO4 EROSION CONTROL DETAILS ss mage Fon Collins Scott Prins,P.E. rge moo' G,ee,, ei C01 SITE PLAN Project Engineer CO2 PLAN VIEW AND CROSS SECTIONS(1/2) RiverRestoration.org,LLC. Bougldar 1 CO3 PLAN VIEW AND CROSS SECTIONS(2/2) (970)-947-9568 Arapaho Wow!Forest VAIL Denvern m 0 ore e,.n DO1 EROSION CONTROL BLANKET DETAIL .o�d W ti Shile Rover &eckonridae National Forest I / Ae°e COLORADO floI // crab Ja�tun Colorado \------- r-r, - Spra gs - +' _ Pike and San Mono e l jot Nsts&ational -_ _ �..1L � •.4C1marron... =c.non aq f UncompahgreIIIPuebla \\ / Na5Onal Forest - - rdierida La ouMe 1 jeL Ale voce " trj Durengo Pagpa oSpring ndeae San Juan Nonoral Forest -1--- 7 J No. REVISION/UPDATE Date CLIENT NAME AND ADDRESS DESIGN FIRM NAME AND ADDRESS PROJECT NAME AND ADDRESS PROFESSIONAL ENGINEER STAMP Gore Creek Revegetation Project 1 I .4 (--- BANK REVEGETATI ON PROJECT I I .4 Gore Skier Bridge .� SKI EK BRIDGE �i �)1:41*IVVail, CO 81 657 / AESTORATION.OAG S h E ET INDEX A\ D V I C I \ I TY IV A P TpWN pF yam, Project 38041 Q�� Town of Vail RiverRestoration Dote / 1309 Elkhorn Dr P.O. Box 248 September 20I 6 Vail, CO 8 1657 Carbondale, CO 8 1623 NOT FOR CONSTRUCTION (970)479-2 158 WWW.RiverRestoration.org s° I' NTS Sheet GO I J -- W • \ r.11` ` ` , P 1104, • \ \ • 4 . \\\ \ \\\\ ii • . i q ditlif Ill . . illr' --- ---- - lit ___ . . LION SQUARE -.--- ' klill LODGE4. q 1 1 •` ` . 1 • 1 . ) i ‘ \ ... \ \; 01 . I Apt .4" \\.\\\;\ it .0/ , -s " `�\` `\\ STAGING AREA ON BIKE PATH ile ► �1 \\`` `\`\ AND LAWN SOUTH OF WOODEN FENCE - 11111114101 • b'-`\'` `\`\. EQUIPMENT ACCESS VIA BIKE ♦♦���� -- pit`• \`‘ `�\\\\� PATH BY WAY OF LIONSHEAD PL. ����� • , ii, . %, ���♦ Fri ., \\\\ -\\ ,,.. "ille. °RFi!46'- C/i , iiiiipp,.. - 1 . .. Li: .. Or PROPOSED WORK AREA (SEE SHEET ECO2) 4. PROJECT • - LIMITS , ' '1�0 ,.."....20. 20' 40 �� I -- SCALE:1"=20' •- s •I. No. REVISION/UPDATE Date CLIENT NAME AND ADDRESS DESIGN FIRM NAME AND ADDRESS PROJECT NAME AND ADDRESS PROFESSIONAL ENGINEER STAMP Gore Creek Revegetation Project 1 1 .4 BANK REVEGETATI ON PROJECT I I .4 5kierGore Bridge P�_ SKIER BRIDGE �i In IVERVail, C0 81 657 , AESTORATION.OAG CONSTRUCTION STAGING PLA\ TOWN OF VAIL n Project 38041 Q�� Town of Vail KiverKestoration Dote 1309 Elkhorn Dr P.O. Box 248 September 201 6 / Vail, CO 81 657 Carbondale, CO 81 623 NOT FOR CONSTRUCTION (970)479-2 158 www.RIVerRestoration.org Scale I "— 20 I Sheet FCO I MIIIVWI . — / *! -- — CONSTRUCTION NOTES: \ 4r 1) CONTRACTOR IS RESPONSIBLE TO _/ w ii - \ / *91RESTORE ALL DISTURBANCES TO EXISTING VEGETATION AND y- i\`y o „ / INFRASTRUCTURE TO .� STAGING AREA ON BIKE PATH PRE-CONSTRUCTION CONDITIONS �� o a, • �V N / _ AND LAWN SOUTH OF WOODEN FENCE -, �� �� 2) CONTRACTOR IS RESPONSIBLE TO / / - INSTALL AND MAINTAIN BIKE PATH \v \Nii\N /) EQUIPMENT ACCESS VIA BIKE z CLOSURE/DETOUR SIGNAGE `\�� `N PATH BY WAY OF LIONSHEAD PL. ��s, N 0 1111M \\ / N i,/gir r Al • it „. lio ,,,, ,,,,,...,,,,s,,,,,,,, - \ \ \ , ,,,,, -,,,,,, 4VAI Ail Olt*§tp\ ------- __17, • ' \ '','' # I I P434.44. - , __-,-'"''' ,." Y �,�� ��, �a 7� ♦ • CURTAIN BEHINDWORK ao I' ♦ ISOLATION BARRIER • L -g�' ra ♦♦♦♦• • (SEE SHEET EC03) • / 4„,,,..... ,8,9,:2 -..,--,---g___ ,,, , sG GCSAL: PROJECT LIMITS • • •S • • ♦ ' MAINTAIN CONSTRUCTION ACCESS •to • RAMP IF REQUIRED • (SEE SHEET EC04) • INSTALL WORK ISOLATION • BARRIER IF REQUIRED TO WORK FROM RIVER • (SEE SHEET ECO3 FOR DETAILS) • - INSTALL OIL BOOM INSTALL OIL BOOM DOWNSTREAM OF WORK INSIDE OF TURBIDITY CURTAIN • IF REQUIRED TO WORK IF REQUIRED TO CAN BE FROM THE RIVER COMPLETED FROM THE BANK (SEE SHEET EC03) (SEE SHEET EC03) No. REVISION/UPDATE Date CLIENT NAME AND ADDRESS DESIGN FIRM NAME AND ADDRESS PROJECT NAME AND ADDRESS PROFESSIONAL ENGINEER STAMP Gore Creek Revegetation Protect I I .4 (--- BANK REVEGETATI ON PROJECT I I .4 Goer Creek P„� SKIER BRIDGE fI �Z; RIVER Vail, C0 81 657 �\� /� , AESTORATION.OAG CARE Off WATER PLAN TOWN OF Vim, n Project 38041 Q�� / Town of Vail KiverKestoration Dote / 1309 Elkhorn Dr P.O. Box 248 September 201 6 Vail, CO 8 1657 Carbondale, CO 8 1623 NOT FOR CONSTRUCTION (970)479-2 158 www.RverRestoration.org Scale I "= I 0' Sheet ECO 2 J FLOAT CURTAIN _ \, WATER BARRIER SHEETING \// VIBRATE VIBRATE DRIVE INTO ALLUVIUM O.SH , ,\_. a ��\�/' SHORELINE 2'min \�� \���\i�/jam/i` ,//�� IMPERMEABLE MEMBRANE (OPTIONAL) ANCHOR AS CHANNEL BED p MIN QSH O. BACKFILL W/ NATIVE ALLUVIUM NECESSARY n • !• CHANNEL BED "' OR SAND BAG illk CHANNEL BED .,,,4 ,npw40A• 1[7.4r t III III r�'_ CLEAN NATIVE ALLUVIUM TURBIDITY CURTAIN (TYP.) e, P.� II Ol SECTION VIEW-NTS BACKFILL WITH APPROX. LIMIT OF EXCAVATION EXCAVATED ALLUVIAL MATERIAL `CUTOFF DEPTH ELEVATION; CHANNEL BED EXCAVATE AND BACKFILL AS NECESSARY ALLUVIAL COFFER (TYP.) 0 DRIVE TO REFUSAL WATER FILLED COFFER DAM (TYP.) SECTION VIEW-NTS ' ' 1/4 IN. TIE ROPE 5/8 IN. POLYPROPYLENE ROPE SECTION VIEW NTS FLOATATION ALLUVIAL CHANNEL TEMPORARY SHEET PILING° TIIIII iii; 11111 CHAIN BALLAST 811 4,1 I FLOW PLAN VIEW NOTE: MONITOR FLOWS TO MAINTAIN TACK 24"X24"X72" ANCHOR PT. MINIMUM 1 FOOT OF FREEBOARD CONCRETE BIN BLOCKS TYPICAL LAYOUT FOR STREAMS AND RIVERS SHORELINE SHORELINE TO BE PLACED DOWNSTREAM OF ANY EQUIPMENT WORKING IN THE WET TURBIDITY CURTAIN (TYP.) PROFILE VIEW-NTS LIMITS OF ' T VA FILL AREA RIVER il CONSTRUCTION DRY SVEKEEVERY10'OR ANCHOR I// (TYPICAL) SHORELINE o WORK AREA / RAPID ANCHOR PT. FLOW CHANNEL BES *THIS DISTANCE IS VARIABLE ��0 ANCHOR PT.� 7 ANCHOR PTS. �`� POOL SHORELINE (o MIN CLEARANCE SEE SPECIFICATIONS _ '/ ISP. SAND BAG AS NEEDED \� LIMITS OF i WATER-FIL ED / / OIL BOOMS �/ // IMPERMEABLE MEMBRANE COFFER DAM CONSTRUCTION RAPID (OPTIONAL) SHORELINE WATER FILLED COFFER DAM (TYP.) 0 ANCHOR PT. TURBIDITY PLAN VIEW-NTS `l MAY USE CURTAIN OIL BOOM (TYP.) © JERSEY BARRIER CONCRETE BARRIER COFFER DAM (TYP.) Alk PLAN VIEW-NTS %V SECTION VIEW-NTS 'CV TURBIDITY CURTAIN (TYP.) Ilk PLAN VIEW-NTS %CP No. REVISION/UPDATE Date CLIENT NAME AND ADDRESS DESIGN FIRM NAME AND ADDRESS PROJECT NAME AND ADDRESS PROFESSIONAL ENGINEER STAMP Gore Creek Revegetation Project 1 I .4 BANK KEVEGETATI ON PROJECT I I .4 Skier Bridge P�� SKIER BRIDGE �i ��� RIVER Vail, CO8I657 �\� /� , AESTORATION.OAG , WORK ISOLATION DETAILS TOWN OF yam, n Project 38041 Q� Town of Vail P.O. BoxKKee48on Dote 1309 Elkhorn Dr P.O. Box 248 September 201 6 Vail, CO 81657 Carbondale, CO 81 623 NOT FOR CONSTRUCTION (970)479-2 158 www.RverRestoratlon.org Scale NTS Sheet ECO3 J COVER CUT SHRUBS AND WETLAND SOILS WITH i" RUBBER OR WOOD MAT o STONE BERM /oft. AT TOP OF RAMP %��•�•; FILTER FABRIC OQ,•p-. MATERIAL SECURELY ..••�� •�iiiii• _ FASTENED TO THE 'i !•ii•/ , POSTS OR IF USED THE .'ii BACKFILL CUT RIPARIAN •'p�•�� 'p'•'p:' �� WIRE MESH OpppO 0 00�� SHRUBS TO BASE 4e ., .p,; WOOD POST O." `,•• O•i'••®�i' RUNOFF 440i:!O•A4 rr 0'4. 440. y�•�O•v� �.•i;; �ii•0® . i �O4ii!� 10 INCHES 40•� r dOi,,f• 1" X 2" STAKE \ :p•' uT ,Ov 9,:p:• I BINDING WIRE STAKED AND ENTRENCHED (MIN) APPROXIMATE ��i' •Jj►gip' 4—INCH BY ,,. OR TWINE 50 LB (APPROX.) STRAW BALE �®���r" 4-INCH TRENCH J .!� .iI FILTERED • COMPACTED SOIL TO ® ( ' '� RUNOFF �Mm] PREVENT PIPING \® ®®�i!�i!�� 4'�®1� �—� SEDIMENT LADEN ATTACHING TWO SILT FENCES �'�00'0;' u u �� (!11• - ` �®, • • ' PROTECT IN '�i� &iy// RUNOFF �11�111�� �®,, �� �®� PLACE ADJACENT "/x/�j�`I /\** PLACEETHECEND POST =.• ='�. RIPARIAN VEGETATION /// 111111. �� SILT FENCE AT FENCE INSIDE THE END II1I1A4 TOE OF CUT SLOPE PROPERLY INSTALLED STRAW POST OF THE FIRST �`� r,, FENCE p- SALE (CROSS—SECTION) ''�I�%��j� ROTATE BOTH POSTS AT DRIVE BOTH POSTS f LEAST 180 DEGREES IN ABOUT 10 INCHES MOVABLE STRAW BALES AT TOE INSTALLATION STEPS: A CLOCKWISE DIRECTION INTO THE GROUND OF ACCESS RAMP WHEN NOT 1. EXCAVATE THE TRENCH 2. PLACE AND STAKE STRAW BALES TO CREATE A TIGHT AND BURY FLAP IN USE (SEE DETAIL) SEAL WITH THE FABRIC ANGLE FIRST STAKE MATERIAL TOWARD PREVIOUSLY IIII mac. LAID BALE WOODEN FENC TEMPORARY EQUIPMENT ACCESS (TYP.) p "II°Illlulli `tee ,c ®; WEDGE LOOSE STRAW �E POSTS N CENTER FILTER FABRIC IIII ��. ` , BETWEEN BALES NTS VP ogt. II�IIII ���b _ (US12ONW OR EQUIVALENT) Illll" i►Ojl�iljji5i'' s f, ,�y.4.- PVF, .,-44.011-" :� �� TOE TRENCH g OVERLAND FLOW BALES MUST BE TIGHTLY ALL SLOPES 11' Min. I ABUTTING WITH NO GAPS Akio. FLOW 3H:1V OR FLATTER 10 4-311N,411 ',*--! 0. APPROXIMATELY TELTER FILTERFABRICMATERIAL 'refrOli'', ,-=S FABRIC EXTEND INTO AATRENCH MESHL MUST BE T WIRE SCRTACHED EEN WHICH HA 6—INCH AS 1.0' iter a AND BE ANCHORED WITH BEEN FASTENED TO THE POSTS %�Sf �� COMPACTED BACKFILL MATERIAL CROSS secnoN ROAD BASE OR OTHER COARSE BERM STRAW BALE (TYP.) © SILT FENCE (TYP.) p NTS �: NTS TX CC 0 v 3 ce o 0 "- TOP ISOMETRIC VIEW STONE BERM (TYP.) Ark NTS 9 r No. REVISION/UPDATE Date CLIENT NAME AND ADDRESS DESIGN FIRM NAME AND ADDRESS PROJECT NAME AND ADDRESS PROFESSIONAL ENGINEER STAMP Gore Creek Revegetation Project 1 I .4 DANK KEVEGETATI ON PROJECT I I .4 Skier Bridge �� SKIER BRIDGE �i OUVERVII, C0 81 657 ESTORATION.OAG EROSION CONTROL DETAILS 7'p`yrJpFy�, . I Project 38041 Q�� / Town of Vail RlverRestoration Date 1309 Elkhorn Dr P.O. Box 248 September 201 6 Vail, CO 81 657 Carbondale, CO 8 1623 NOT FOR CONSTRUCTION (970)479-2 158 www.RverRestoration.org Scale NTS Sheet ECO4 J � V ima 1 LION SQUARE LODGE • / / • II- WIPP 'S5 \.\\ \ 0,__ 1%1 rage _ __It 4 - 110 / 20' 40' , , <,5/ �y�' /� SCALE:1"=20 • - SHEET CO3 /�s. <:�` ' �' �o - ,,: �_ 1/11-1° PROTECT IN PLACE ALL -- ORDINARY HIGH �' m - MATURE VEGETATION WATER LINE ���' ; , - 4 ks 0, ���- SHEET CO2 _.���...��N, IRA 8095 �ti - , f i� ' SLABSTONE ACCESS , 9n 9 0 i ; ' // r r i , `N TO BE CONSTRUCTED 'ac), � ao l� / , DURING LATER PHASE vv vv • ��P 8092 PARCEL /vv� f� - \ 6 /�%p �� �'` °' i BOUNDARY LINE ! % \N `\\ 8/• N GpS� -E,_ \ ��-' f �/ -/ \ _�^ `. STV EEE /� 17� '� / 09 %\` A \� REVEGETATION AND 'as 't BOULDER TOE v A �� i 5 �i1,_ ._:8095 ������ ,T 8094 IV a.' / //1111010/ ,--B094 8093 16fr ��, �/ / N— _- ! 809 gp92 �7 r i'/// _ allrik 80 p S� 6r.97 809 .--`il i PROJECT -- ,- REVEGETATION AND LIMITS —____ BOULDER TOE ' -- --- '' — -- / / / - --- - - - — - / / %�-- i ------ 4- 1 J No. REVISION/UPDATE Date CLIENT NAME AND ADDRESS DESIGN FIRM NAME AND ADDRESS PROJECT NAME AND ADDRESS PROFESSIONAL ENGINEER STAMP Gore Creek Revegetation Protect I I .4 BA\ f�E V E G STAT l O\ PROJECT I I .4MSkier Bridge OP� SKIER BRIDGE ��� RIVER NVail, CO 81657 \`'"\ TOWN OF YAII, Project SITE PLAN 38041 Town of Vail RiverKestoration Date 1309 Elkhorn Dr P.O. Box 248 September 2016 Vail, CO 81 657 Carbondale, CO 81 623 NOT FOR CONSTRUCTION (970)479-2 158 www.RiverRestoration.org Scale I II_ 101 Sheet co J 1 i VCross Section 1 I ♦ j '. �f 8110 8110 PLANT NATIVE VEGETATION PROJECT • 0 - ®'i pN (PLANTING PLAN BY 77)4 BOUNDARY o III,♦� rK /GA I 8105 i \ ,—°.— o jPa �,x -PLACE 6" MIN. TOPSOIL ■■■■■_— INSTALL GRAVEL BUFFER ,`• ♦ �—p" / SEED AND COVER WITH ■■■�� � ♦ -- I ��12" WIDTH MIN. •� • ® REVEGETATE DISTURBED s PK /G 6.4/ EROSION CONTROL ��� 0 .. �■ AREA WITH NATIVE;e / �Go/G /0 6G/^y�/ 8100 BLANKET ■ slop `� ■ ■ VEGETATION o G^S /G� EEi.e/ r EXISTING BIKE PATH \\ 0 -- iii eN G.k cT" / i i / - - ............. __ .--:55'-- / / 5/GAS Yp /GT" e/E a 1 .::., ./ R. 8095 �� ---- PROTECT IN PLACE °" Go' Atir ■� p PROTECT IN PLACE _ ---9084 _ / P III ■■■ ;;—'PH EXISTING VEGETATION �" �G° " EXISTING PATH _- i )111i, "/PN GOGe $,, 8090 '_ �� EXCAVATE EXISTING ACCESS -- -----. - 8090 �, __,, _ -;_-_-:-=--- PH_PN o _i \ ,, ' v PATH AS NEEDED TO PLACE- -_ - '� ,. ` . .z,. 6" MIN. TOPSOIL �,, INSTALL AND COMPACT o ,G INSTALL SPLIT �� v — c's`cA , AS s4 � l l l l l l l l l l l l — s_ RAIL FENCE - _ 12" MIN. WIDE GRAVEL SpgS- GAS G^5 ¢(e , pg �� •• • �. . . • _ PLACE 36" BOULDER TOE. KEY INTO BUFFER BETWEEN PATH s—G0 GAS----- "i" E,0� ,� '8 '� , ' LL:�.LL EXISTING BED 4" MIN. TOP OF BOULDER 8085 AND REVEGETATED BANK i E,.ec� " __ ,80 - EXISTING G" / - ` sk '�'�/f , -CHANNEL SHALL EXTEND 12" MIN ABOVE EXISTING \s,,�. Iry cry / CN EGEc , 1 ♦ i z i — GRADE-, • •::: ,•• GRADE GRADE „, PROTECT IN PLACE �� ,GT"�/s�'`� �� �� �, 8080 8080 r-- G $ ,91----- i `� o+oo 0+10 0+20 0+30 0+40 0+50 ,, .....,_ ___ EXISTING VEGETATION ,T,-„,,,____ . i + J : . 'Cjr 410 .:::." , � ,�,� __., 8095 — ____ ,,,, � ®� ,- vilf ,- ross ecion•vi� C S t' 2 082—_ � 8110 110 /� ■■■■■�■ SLABS TO BE FLUSH WITH NOTE: MODIFY ENDS OF 809v-__ ,, k , ir 3 -�'\7 ■■■■■�■ EXISTING BIKE PATH. 1 SLABS AS NEEDED TO --8090-____ '� � � - o MAXIMUM SPACING. ENSURE GAPS ARE LESS - sos ,, " k :::::�: 8105 i .�� �_ T opiA �� o ■■■■ THAN 1" �- � BUFF ALL FINISHED GRADE zl' 9 k;, ' :_,Y11111L,'\-11.4/I -8pSURFACES OF SLABSTONE �, , �'� - � i ORDINARY HIGH 8100 [EXISTING 8100 , ,, ,,v, ,,,� � r�� WATER LINE BIKE PATH R� INSTALL CONTINUOUS ' k 1 � r �� Boz FILTER FABRIC �/ k - BETWEEN EXCAVATION ;gm —■ 4.0.1 /,,, 0 oo AND SUB-BASE ■ a.o' „/ �r�+�✓��dr�r���r���a�� 8095 PLACE TOE BOULDER � �" TO EXTEND 1' ABOVE ■■■■■�■ •o, e.o' / / ♦ EXISTING GRADE ■■■■■� �l A r- - FINISHED GRADE TOPSOIL WRAPPED EK 8090 - Ziii■T.� �� w"'� 24" MIN. CONTINUOUS 8090 IN EROSION CONTROL BLANKET'S q ��,■ „ v, ` REVEGETATE WITH NATIVE PLANTING. E CR — i �� -� �■■■■ CONTACT BETWEEN SLABS PLANTING PLAN BY OTHERS g ��R SCALE:1„=5' II ill - ■■■■■■■ I I o �� -vow. _ EXISTING ■■■■■■■ - 4” MINUS GRANULAR 8085 N ♦♦— • ■ -CHANNEL UNDISTURBED - SUB-BASE. 6" MAX N PROTECT IN PLACEsessis • ■ z - GRADE GROUND _ LIFT EXISTING VEGETATION ■ ' 8080 I I I I I I I I 1 I I I I I I l soso \� • - -_-' 0+00 0+10 0+20 0+30 0+40 0+50 CONSTRUCTION NOTES: THE CONSTRUCTION OF THE SLABSTONE ACCESS WILL BE COMPLETED AS A LATER PHASE OF THE PROJECT J No. REVISION/UPDATE Date CLIENT NAME AND ADDRESS DESIGN FIRM NAME AND ADDRESS PROJECT NAME AND ADDRESS I PROFESSIONAL ENGINEER STAMP Gore Creek Revegetation Project I I .4 BA\ f�EVEGSTATI O\ PROJECT I I .4 Goer Cridge P� SKIER BSI DGEMOVER Vail, CO 81657 ����� PLANVIEW AND CROSS SECTIO\S 2 2 TOWN OFVAIL Project / 1 38041 � ` f Town of Vail KlverKestoration Date 1309 Elkhorn Dr P.O. Box 248 September 201 6 Vail, CO 81 657 Carbondale, CO 81 623 NOT FOR CONSTRUCTION (970)479-2 158 www.RiverRestoration.org Scale I ��_5 sheet CO2 J / / / / ----__ PROTECT IN PLACE /1 / i'i' av,G ///' i' EXISTING PATH' j 0 % Gt \\ o - r / /' /7 FINISHED GRADE TOPSOIL WRAPPED / �� / ca /'/ IN EROSION CONTROL BLANKET U // Q /' //64 REVEGETATE WITH NATIVE PLANTING. I -�,/ t --- / © // / a,/' °°/, PLANTING PLAN BY OTHERS I i e a" �� �° ��'� ea/'' ��/G �° ��,` —pix �' ,' / • 7 � ♦ �� 7 //'/ / /— 7 ' / :,-___INSTALL SPLIT /'/ - 0, .0/GAe / e' '� PROTECT IN PLACE RAIL FENCE '' �" EXISTING VEGETATION / I ♦ g ' / / / ,,, 5 ' ,-/ Cross Section 3 8o9k "To, GAS �" 8�g ' ��� � cAE/ / EtiE ,,/,, // / 8110 8110 /xoEGECPLANT NATIVE VEGETATION %'RA /°s Eve/ ,, (PLANTING PLAN BY OTHERS) ' INSTALL 12" MIN. WIDE GRAVEL GO Ea` *iv ■■■■■■■■■■■■■■■� •■ ■ 8105 BUFFER BETWEEN PATH / $o.a 4 PLACE 6" MIN. TOPSOIL�= �� INSTALL AND REVEGETATED BANK `4fi / / AND BROADCAST■1� M■1 GRAVEL BUFFER GES/ / G/ELS ��'/ aoe' n.N j ----'`\ NATIVE SEEDING■I - 12" WIDTH MIN. / � / / /EbE - /' �'o- �' / k ' 8100 1 i — IIIIIIII■■ 8100 ,..,--• .0 G�/G�� / /E� �''1-./,., ,,,,,,,,,,..-7/ 1-,‘,...._._-- ��_ o��' �� ."`f <--------� WRAP TOPSOIL WITH\�mI 1� EXISTING l 00 �' 2---- ti .„. EROSION CONTROL■ I♦I BIKE PATH /Gas (0 j/ EGEG/ / ; ,,, ijiiii SHEET ##) \ 1` NE -.78090 ____A ��� PATH AS NEEDED TO PLACE soso EE �� � spgz .�� PROTECT IN PLACE ♦ ` Qp �♦%�� EXISTING BOULDERS ♦ 6'i MINI TOPSOILI 1 1 1 1 1 I I 094'' �� , '�.. / EXISTING PLACE 36” BOULDER TOE. KEY INTO -- �� CHANNEL EXISTING BED 4" MIN. TOP OF BOULDER 8085 093 1 PLACE TOE BOULDER • GRADE -' 8 �� �� o ♦ SHALL EXTEND 12" MIN ABOVE EXISTING 0- �� ��� �/� k'o TO EXTEND 1' ABOVE ♦ GRADE �� i� EXISTING GRADE / 8080 soso (�✓ / 0+00 0+10 0+20 0+30 0+40 0+50 Z'''''' \— -&0,97._ 7 p' _�� j\ PROTECT IN PLACE o G��� � EXPOSED ROOTS. o0 ,,,,;; BURY WITH SOIL p�� �� "' AND PLANT. . ORDINARY HIGH G �/ "',I WATER LINE ♦ / /.7 • ' // 0C — .054:,.." 10' ' / 000 • / GALELE .)1;=5' '/', �•• ' '� i'/ / ,� No. REVISION/UPDATE Date CLIENT NAME AND ADDRESS DESIGN FIRM NAME AND ADDRESS PROJECT NAME AND ADDRESS PROFESSIONAL ENGINEER STAMP Gore Creek Revegetation Project 1 I .4 DANK REVEGETATI ON PROJECT I I .4 SkierGore Bridge P�� SKIER BRIDGE f, IRIVER Vail, CO 8I 657 �\� , AESTORATION.OAG PLA\VIEW AND CO55 SECTIO\S (2/2) TOWNOFVAIL n I Project 38041 Q�� / Town of Vail KlverKestoratlon Dote 1309 Elkhorn Dr P.O. Box 245 September 201 6 / Vail, CO 8 1657 Carbondale, CO 8 1623 NOT FOR CONSTRUCTION (970)479-2 158 www.RwerRestoration.org Scale 111_5 I Sheet CO3 J Notes: *Approximately 1. Contractor Shall Use All Natural 100% Biodegradable Erosion 200 Staples Per 8.0' Control Blankets, Type 1, Type 2, Type 3. 8.0' Roll. o Blanket 1 F� 0" 2.0' 1 2.01 1 2.01 2.0' 2. Stake Blanket In Place, Cut Holes Through The Layers, Then Drawings Not To 3 tootriii,o4pAVej �,�,g The Planting Holes In The Soil. Staple Around Plant Every Scale ���� ' ' i 2.5' 1'. Blanket 3 _� ��, 8.0' Wide Blanket � ,♦r � � � x x x 3. Erosion Control Material Must Be Placed Loosely Over Ground Shown ,►A�ipi- Ground Surface Surface. Do Not Stretch. VOA 2.5' 4. Excavate A 6" Wide By 6" Deep Trench Along The Top Of x x The Slope. The Trench Shall Run Along The Length Of The Installation. Staple Blanket Along Bottom Of Trench, Fill With Figure B- Profile View Compacted Soil, Overlap Blanket Towards Toe Of Slope, And Secure With Staples Every 2'. Figure E NSSHIPLAP IN Figure C 1111 x x x DOWNSTREAM DIRECTION Blanket 3 3.0" '�1 Blanket 1 Blanket 4 ?� ` iliti,1-,..411101 Denotes Staple Location Illl'' ` -W- VWS Figure D- Plan View Figure F \ Ground Surface WILLOW STAKES Ground Surface Blanket 2 Figure C- Cross Section View 8.0' OR VEG PER PLANS of 1.0'f 1.0'f 1.0'f 1.0'f 1.0'f 1.0'f 1.0-'' Figure B/ Denotes Staple Location Figure E Critical Point Figure E- Plan View -411-1 // Blanket 3 411e, �jr K^,, C_ Figure D 6.0" 6.0" -P ` Blanket 1 Critical Point /, Terminal End t 41,,11.10 y - - - j. O�1��,+ Figure E , `u #,S;* 6.0" Ground Surface �ah y GroundLril 1I 1"X1"X24" HARDWOOD STAKES _ 12.0" 0 ,' 4. Surface THROUGH ALL LAYERS OF WRAP i- (16 O.C.) 6.0" Figure F- Profile View Figure E 24" WRAP WITH 6" TOPSOIL LIFT EXTEND WRAP ONTO TOP OFFigure G- Critical Point Securing BOULDER 1.5" 1.5" OVERLAY FILTER FABRIC FROM BANK STRUCTURE BOULDER WALL OR OTHER RIVER BANK STRUCTURE /,I • EOSIO\ CO\ TOL 3LA\ KET (EC3) I \ STALLATIO\ Cry NTS No. REVISION/UPDATE Date CLIENT NAME AND ADDRESS DESIGN FIRM NAME AND ADDRESS PROJECT NAME AND ADDRESS PROFESSIONAL ENGINEER STAMP Gore Creek Kevegetatlon Project I I .4 (--- DANK KEVEGETATI ON PROJECT I I .4 Skier Bridge �_ SKIER B f�I D G E �i RIVER Vail, CO 81 657 / , AESTORATION.OAG EROSION CO\TOL SLA\ SET DETAIL TOWN OFYAIL n Project 38041 Qom Town of Vail KiverKestoration Dote 1309 Elkhorn Dr P.O. Box 248 September 2016 Vail, CO 81 657 Carbondale, CO 8 1623 NOT FOR CONSTRUCTION (970)479-2158 www.RiverRestoration.org Scale NTS Sheet DO I