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Home My WebLink About20080930 Ver 1_Site Plan_20080609 (2) ma wra ?weo ? ?mr mtu w ?n N 0320R 1 41 52 - p - 0 9 30 RESOURCE INSTITUTE S URR Y COUNTY Al ' h? LOCATION: ARARAT RIVER -MOUNT AIRY, NC 2 1 - kill" 0? TYPE OF WORK: RIVER RESTORATION Banner Town VICINITY MAP 3680* W 25N W '2738•N 0 INDEX OF SHEETS 1 TITLE SHEET 1-A STREAM CONVENTIONAL SYMBOLS GENERAL NOTES, STANDARD SPECIFICATIONS, AND VEGETATION SELECTION 1-B CONVENTIONAL SYMBOLS 2 TO 2-0 TYPICAL POOL AND 69 OVN 0 RIFFLE CROSS SECTIONS ? , STRUCTURE DETAILS 3 CONSTRUCTION SEQUENCE 4 TO 14 PLAN VIEW OF PROPOSED AND 5 m m o V7 () l "•- -/ DO EXISTING STREAM DESIGN 15 TO 17 REVEGETATION PLAN 18TO22 PROFILES JUN 2008 EC-1 TO EC-13 EROSION CONTROL PLAN y?0 `BU5 52 BEGIN CONSTRUCTION SHEET7 DENk QOAER WETIANDSAND S TOR MWATERBRANCH STA. I0-00m sy d` 5 N SNE? 14 e SHEET 4 hF SHE O 1 13 -- FLO W END CONSTRUCTION S TA. 179'2863 V Pill, OFFICE F' GRAPHIC SCALES PROJECT LENGTH PREPAiWD OF: Briar Engineering NY Inc. PROJECT ENGDZM 50 5 50 190 EXISTING STREAM LENGTH = 17,473 FEET , WIM ¦ ? P"k"'? PROPOSED DESIGN STREAM LENGTH 16 929 FEET Resource stitu Inc 8W b2W NORTHC+wauru27518 ¦ ? ? CCwy - , In te . . PUNS 2714 "Q Fa ???5490 O 50 25 0 1 0 Winston-Salem, NC 27106 PRELIMINARY PLANS l" 1 V 9 mwrasp „ KEVIN TWEEDY, PE PROFILE (HORIZONTAL) FALL 2008 5 5 1 ZMANG nam CONTACT: CHARLES ANDERSON JOSHUA WHITE, PG PROFILE (VERTICAL) PAI CONUff PAI afmh rs azounmw. STREAM CONVENTIONAL SYMBOLS SUPERCEDES SHEET 1B °0 00 ROCK J-HOOK kr?o ROCKVANE OUTLET PROTECTION ROCK CROSS VANE DOUBLE DROP ROCK CROSS VANE c SINGLE WING DEFLECTOR DOUBLE WING DEFLECTOR TEMPORARY SILT CHECK ROOT WAD oo? LOG J-HOOK LOG VANE nl_ LOG WEIR LOG CROSS VANE CONSTRUCTED RIFFLE ?o G BOULDER CLUSTER 404 ROCK STEP POOL -,& SAFETY FENCE -TF- TAPE FENCE -FP- 100 YEAR FLOOD PLAIN -91-- CONSERVATION EASEMENT - - - - - EXISTING MAJOR CONTOUR - - - - - EXISTING MINOR CONTOUR % FOOT BRIDGE TEMPORARY STREAM CROSSING huh PERMANENT STREAM CROSSING (9 TRANSPLANTED VEGETATION )a( TREE REMOVAL 'SS TREE PROTECTION FILL WITH ALLUVIUM ® GEOLIFT "NOTE: ALL ITEMS ABOVE MAY NOT BE USED ON THIS PROJECT GENERAL NOTES 1. THE CONTRACTOR IS REQUIRED TO INSTALL INSTREAM STRUCTURES USING A TRACK HOE WITH A HYDRAULIC THUMB OF SUFFICIENT SIZE TO PLACE BOULDERS V X 5 X 4', LOGS, AND ROOTWADS. 2. WORK IS BEING PERFORMED AS AN ENVIROMENTAL RESTORATION PLAN. THE CONTRACTOR SHOULD MAKE ALL REASONABLE EFFORTS TO REDUCE SEDIMENT LOSS AND MINIMIZE DISTRUBANCE OF THE SITE WHILE PERFORMING THE CONSTRUCTION WORK 3. CONSTRUCTION IS SCHEDULED TO BEGIN FALL 2008. 4. CONTRACTOR SHOULD CALL NORTH CAROLINA'ON-CALL' BEFORE EXCAVATION STARTS. (1-800.632-4949) STANDARD SPECIFICATIONS PRELIMINARY PLANS co mor w PMcmnmucTM I ® ftb= hhr r I mmemmmr.ua mmmnam?w rsm.ww EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL JUNE2006 6.06 CONSTRUCTION ENTRANCE 6.62 SILT FENCE VEGETATION SELECTION PERMANENT SEED NXTURE BARE ROOT AND LIVE STAKE SPECIES of Percent Seeding Density Wetness Common Name Sdentiflc Name ixtu Mixture (Ibdacreae) l Tolerance The following table lists bars-root vegetation selection for the project site. Species shall be planted at a density of 480 stems per acre. Exact placement of species will be determined prior to alto planting. Redlap Agroatlsa/ba 10 1.5 FA CW Common Name Scientific Name Percent Planted by VlrglniaWlldrye ElyrnueNrglNcus 15 2.25 FAC Species Switch Grave Pardam Yirgahm 15 2.25 FAC+ TREES - Planted at 40 Eadem Gamma Grass Tripdam daWaidar 5 0.75 FAC+ River Birch Sallie nlpra 15% Pennsylvania Smartweed PolyVwumpsrvWvanlam 5 0.75 FACW Black Walnut Juglemrn1gre 10% LIt1leBlue Stem SCbimdryrlunaxrperlum 5 0.75 FACU Sycamore Pktanua ocdderdaNs 20% Soft Rush JucuseRraus 5 0.75 FACW+ Tulip Poplar Lblodsndron hrdp/kre 15% Beggars Tick Bidsasframbes (or ar/afca) 10 1.5 FACW Southern Red Oak Qwrcus n"bra 15% LancsLaaved Tick Seed Cormpols/amasdata 10 1.5 FACU Willow Oak Quenw pbsloa 15% Tloge Deer Tongue PaNa n d&r~nun 10 1.5 FA C BIg Blue Stem An&epoyao ger"I 5 0.75 FAC PenYnnhom D/aPYra Nrphlrra 10% Indian Gran S?rpaetrumnufas 5 0.75 FACU SHRUBSI LOW LYING VEGETATION - Plante d at 60% Tag Alder AMus semrlNa 15% Spknebush LbxAm benmb 25% Redbud Cade anadonab 20% Servioebeny Ameknchkranadensb 20% Silky Dogwood Comus a namun 20% TEMPORARY SEEDING The following table lists the temporary seed mix for the pmject site. All disturbed areas will be stabilized using mulch and temporary seed. Common Name Rate Dates ANNUAL RYE (COOL SEASON) 130 LBS/ACRE SEPTEMBER TO MARCH MILLET (WARM SEASON) 40 LBS/ACRE APRIL TO AUGUST LIVE STAKING Live staking will be applied to all restored streambanks following the details In this plan set and according to the construction sped8cations. Common Name Scientific Name Wetness Tolerance Silky Willow SoJbraedaa OBL Black Willow Salbrn1gra OBL Silky Dogwood Comus amormn OBL Elderberry Sambuwaansderab OSL 'S.U.E = SUBSURFACE UTILITY ENGINEER ROADS & RELATED ITEMS Edge of Pavement ............................. Curb ........................................... - --- Prop. Slope Stakes Cut ........................ -- _ i --- Prop. Slope Stakes Fill ........................ - - _ ! - - - Prop. Woven Wire Fence ..................... E ) E)_ Prop. Chain Link Fence ..................... B B- Prop. Barbed Wire Fence ..................... 0 Prop. Wheelchair Ramp ...................... Curb Cut for Future Wheelchair Ramp - - - - - - 490 Exist. Guardrail ............................... y _ Prop. Guardrail ................................ . . . Equality Symbol .............................. Pavement Removal ............................. RIGHT OF WAY Baseline Control Point ........................ Existing Right of Way Marker ................. Q Exist. Right of Way line w'Marker ............. - -p- - Prop. Right of Way Line with Proposed IVW Marker (Iron Pin & Cap) .............. ?._ Prop. Right of Way line with Proposed (Concrete or Granite) RrW Marker ........... ?- Exist. Control of Access Una ................... Prop. Control of Access line ................... Exist. Easement Una ........................... Prop. Temp. Construction Easement line ...... _ r Prop. Temp. Drainage Easement Line ......... Prop. Perm. Drainage Easement Una ......... HYDROLOGY Stream or Body of Water .................... River Basin Buffer .............................. R813 Flow Arrow .................................... _..._...? Disappearing Stream .......................... ?..._ Spring ......................................... per.. Swamp Marsh ................................. ?Ic Shoreline ....................................... - - - - - - - Falls, Rapids .................................... - -?- - Prop Lateral, Tail, Head Ditches .............. STRUCTURES MAJOR Bridge, Tunnel, or Box Culvert ....... . ....... C E0 I Bridge Wing Wall, Head Wall and End Wall ............................ )CONC .sIC STATE OF NORTH CAROLINA DIVISION OF (HIGHWAYS CONVENTIONAL SYMBOLS MINOR Head & End Wall r/ Pipe Culvert .................................. ` - - Footbridge ..................................... >-------< Drainage Boxes ................................ cs Paved Ditch Gutter .......................... - - - - UTILITIES Exist. Pole ..................................... Exist. Power Pole ............................... 6 Prop. Power Pole .............................. b Exist. Telephone Pole .......................... . Prop. Telephone Pole .......................... .o- Exist. Joint Use Pole ............................ 46. Prop. Joint Use Pole ...... .............. b Telephone Pedestal ........................... ID USG Telephone Cable Hand Hold........... Cable TV Pedestal ............................ p WG TV Cable Hand Hold .................... 19 USG Power Cable Hand Hold ................ Hydrant ........ ............................. Satellite Dish ............. ............... Exist. Water Valve .............................. 0 Sewer Clean Out .............................. Power Manhole ................................ Telephone Booth .............................. Cellular Telephone Tower ..................... Water Manhole ................................ Os Light Pole ...................................... 17 H-Frame Pole .................................. a --e Power Line Tower .............................. Pole with Base ................................ p Gas Valve ..................................... 0 Gas Meter ..................................... 0 Telephone Manhole ............................ Power Transformer ............................. 0 Sanitary Sewer Manhole ....................... Storm Sewer Manhole ........................ Tank, Water, Gas, Oil ......................... 0 Water Tank With Legs ......................... Traffic Signal Junction Box ..................... Fiber Optic Splice Box ......................... m Television or Radio Tower .................... Utility Power Line Connects to Traffic Signal Lines Cut Into the Pavement ........... Recorded Water Una .............. Designated Water Line (S.U.E.*) .... Sanitary Sewer ....................... Recorded Sanitary Sewer Force Main Designated Sanitary Sewer Force Main(S.U.E.") -rss-rss- Recorded Gas Line .......................... _ Designated Gas Una (S.U.E.*) ............... Storm Sewer .................................. -s-s- Recorded Power Line ............. _ - - - _ - - - , P Designated Power Line (S.U.E.*) ............. -.- _ Recorded Telephone Cable .................. -,-,- Designated Telephone Cable (S.U.E.") ....... Recorded UG Telephone Conduit ....... -,c-fc- Designated LkG Telephone Conduit (S.U.E.*) _ _rc--1c- - Unknown Utility (S.U.E.*) .................. Recorded Television Cable ........ . . . . . . - n-Tv-Designated Television Cable (S.U.E.*) ....... --,V_-"-- Recorded Fiber Optics Cable ............... -ro-ro- Designated Fiber Optics Cable (S.U.E.*) .... __ro--ro- Exist. Water Meter ........................... Q LIG Test Hole (S.U.E.") ....................... 0 Abandoned According to LIG Record ........ tl1U End of Information ............................ LOX BOUNDARIES & PROPERTIES State Line .................................... ------ County Line .................................... ----- Township Una ................................. ------- City line ........................................ ----- Reservation Line ................................ . - - - - - - Property Line ................................... Property Line Symbol .......................... R_ Exist. Iron Pin ................................. Property Comer ............................... - + Property Monument ............................ Property Number .............................. 3 12 Parcel Number ................................. 6 Fence line .................................... -x. x-x- Existing Wetland Boundaries .................. ° &ne " - High Quality Wetland Boundary .............. -1e La- Medium Quality Wetland Boundaries........ -MO We Low Quality Wetland Boundaries ............. -LO ae- Proposed Wetland Boundaries ................ -ns- Existing Endangered Animal Boundaries ...... - - EQ - - Existing Endangered Plant Boundaries ........ - -cm- - BUILDINGS & OTHER CULTURE Buildings ...................................... Foundations .................................... r-J Area Outline ................................. CN-7 Gate ........................................... /` Gas Pump Vent or UG Tank Cap ........... C Church ........................................ School ......................................... Park .......................................... - =1 Cemetery ...................................... ^ y -- Dam .......... _ .............................. Sign ............................................ s Well ............................................ o Small Mine .................................... Swimming Pool ................................ TOPOGRAPHY Loose Surface ................................ ------- Hard Surface - ............................... Change in Road Surface ................................... Curb ............................................ Right of Way Symbol Raw Guard Post ................................... GGP Paved Walk ................................. ------- Bridge ........................................ ?-? Box Culvert or Tunnel - - - - - Ferry ......................................... ------- Culvert ....................................... > ............., Footbridge .................... ..._------_ .............. Trail, Footpath ................................ -- -'_ ! - Light House ................................... VEGETATION Single Tree .................................... 0 Single Shrub .................................. o Hedge ......................................... Woods Line ..................................... n Orchard ....................................... 000000 Vineyard ...................................... (-_vr?rua RALLROADS Standard Gauge ............................... # RR Signal Milepost .........................e A Switch ......................................... p .. TRANSPLANTED VEGETATION TRANIP ANI®YEGETATION, RODIMASS,AM SOL MATERIAL ?ilL TRANSPLANTED VEMATIM ROOTIWS, AID SOIL MATERIAL ? TOE OF SAW CROSS SECTION VIEW TRANSPLANTED VEGETATION AM ROCITMAW ?I PLAN A NOTU 1. UPAVAEANOIEMTNEBMRTOSESTAEDSDTINTVKL ACCdMOQ'To TIE S= OF TRANSPLANT TO BE PIAO W. SlOM llAlICN AT THE TOE OF THE BANK L EXCAVATETRANSPLANT USBDAFRONT END LOADER. DDKATE RE ENTIRE ROOT MAN AND AS MUCH ADDITIONAL SOLBNTRALMPOISELL IFENINERDDTMMBCANNOTSE EXCAVATE IN ONE BUCKET LOAD. TIKETRANSPLANT ETOO LARGE AIDANDTIEIN LLDRSMACYW A PLACETRNIB%ANP IN THE LAW TO BE STABLOD SO THAT VEGETATION M OPERATED VERTICALLY A. FILL INNRHOLES AROUND TIE TRANSPIAMAND COMPACT, S AIR LOOSE30LLEFT IN THE SWEAT SHOULD BE REMOVED, S PLACE MULTIPLE TRANSPLANTS CLOSE TOGETHER SUC" THAT THEY TOUCH. TOP OF BANK 701 OF SAW LOG VANES ANDCOIR FIBBER MATTING WILL BE INSTALLED R THE LOCATION AND SEQUENCE AS SHOW 2 ADDITIONAL STRUCTUREB OR CH ANDES TO STRUCTURE LOCATIONS MAYBE MADE BYTHE E NEERgRINO CONSTRU TOP OF BANK TYPICAL RIFFLE, POOL, AND BANIFULL BENCH CROSS SECTIONS vwm DAIa ryA AA DAIn ? ? I I RIFFLE rKM oaL. M vK 1.OENERALLYLDDYAORB. ROOT lAIADS, MAY ROM VATH COR FINER MATTING (SEE SPEM TYPICAL STRUCTURE PLACEMENT 1. ? ALL REETBlE INSTALLED OREDSTI MNNB. 1 OFMIFAIDEERBEIDO NOT COVIER DB,OOW FINIM MATT SLOPE 001 OUTWE ,FNIOOK MAT BAISEVMTH CORFBETI MATTING (BEE SPECS) RDCIf VANE GT- N, 0 0 o, ?O ROCK CROW VANS MAT BANKS PATH CCR FIBER MATTING (SEE SPECS) TOP y{ vK F- RIFFLE MATH BANKFULL BENCH vow TOP OF NS It POOL WITH BANKFULL BENCH I= 1. DLRBNSCONSTRUCTION COMMOFDESIGN CHANNEL VILLBEROUIDED ANDATHALIMEO VALL BE SHAM PER DIRECTION OF ENBNEER 1 POOLSDIOVM MOVE ARE LEFT POOLS ONLY. KR TIER RESPECTIVE BEETS. PRELIMINARY PLANS CO NOT UN f011 LDHDROITIEA •YAYBMANMBIR, IS& ? IIMMA?IFA?M ¦ GAY, NmBRINIYBIMIMBMII IMtNMMLMM Is ANMIIi MATSAMOSNTHCORFIBER MAT LNG (SEE SPECS) ROOT: v NOSE DETERMINED IN THE FIELD) T I MATBANKSVATH OM FIBER MATTING (SEE 8PEC8) f FICAICT RENOUNCE NO. SHEET NO. DOUBLE WING DEFLECTOR ROCK VANE ROJECT DK* law ,n in in CHANNEL FLOW T T TT BOTTOM BO BOTTOM 10'70 PRELIMINARY PLANS WIDTH OF WIDTH OF WIDTH OF cvve4EL CHANNEL CHANNEL a Nar UM FM COIMHUCmN - & a IN .4 BACIOILL (ON41ITEALLUVUM) A ... HIEAOERROCK ti 4 % BACK FILL VM VYIELL GRADED ? BA FROM ffTRE?W US TO U2 BAIIOUL ' COVER LOGS oOV LOG FYI MY, YF. A FLOW A8 OBE BY THE . . • 1 L } }. PROJ:CTENGINEER) M Fb O NOMCAROLM NA M16 NAM FWMAMW a 2e TO 30' ?- MITER FABRIC HEADER ROCK NO CAPS BETWEEN ROCKS SCOUR 1 BACKFI L (ON-SITEALLINRBq POOL 1 \ NEADERROCK SCOUR POOL (EXCAVATED) ,'?••? PER DIRECTION OF EIDIEER FOOTER ROCK FILTER FABRIC FOOTER FIRST ROCK GAPS BE L ROCK BACIGRL (ON-SITE ALLUVRRQ TIED INTO B ETW EEN SIREAMBANK BOULDERS 10 MINI PLAN VIEW PLAN VIEW SEC110N A -A' FOOTER ROCK FILTER FABB I MST RALL OOTNMDS L AS DIRECTED BY THE f0 MAIM! WOJECT ENO 112 BAINIOULL HEADER ROCK TOP OF STREAMBW NOTES FOR ALL VANE STRUCTURES' HEAIERMCK SECTION B • B' I. BOULDERS MUST BE AT LEAST exrxr. FLOW -? 2x701% ,.. - exexrBOULDERS AREPREFERRED. FLOW 4%TO7% .. SLOPE ,. 2. INSTALL FILTER FAB=FORDRABUOEBEGINNING ATTHEMIDDLE OFTHE ? _-. '' _.... ® :.. HEADER ROCKS AND EXTEND DOVWWAM To THE DEPTH OF THE BOTTOM FOOTEtROCKAIDTIENUPSIREAMTOAMINIMUAOFTENFEET. a Op A TRENCH BELOW THE BED FOR FOOTER ROCKS AND PLACE FILL ON ELEVATION (! UPSTREAM SIDE OFVAIEARM. BETWEEN THEAMA/DSTREAANANK BACKFIL(ONSITEALLUVIUM) ARM' X' PROFILE VIEW FOOTER ROCK BOULDERS MUST BEATLEAST VXVXT. 1. START AT SAW AND PLACEP00TERROCKSFIRSTADTHENHEADER(TOP)ROCK a CONTINUE WITH STRUCTUPAFOLLOWING ANGLE AMSLOPE SPECIFICATIONS. FOO7ERROCK e x S Xf BOULDERS ME PREFERRED. a AN EXTRA BOULDER CAN BE PLACED N SCOUR POOL FOR HABITAT MPROVEMENT. ecoGR FOOL NOTE NO SLOPEFORARMSYa2 7. USEON4MALLUVIUM TONLL GAPS ON UPSTREAM SIDE OF BOULDERS TO THE (EXCAVATED) ELEVATION OF THE TOP OF THE HEADER ROCK PROFILE VIEW S. START SLOPE AT 20 TO I TIMES THE BANFULL IMAGE SINGLE WING DEFLECTOR J-HOOK VANE 113 BOTTOM ,neoTroM M OF vA BAXffIL (ONaM ALUM CHANNEL CHANNEL In BOTTOM FLOW LEAVE I'•2 WON OF ClIAMEl A A, STAGE 20'70 / GAPS / 14 OF BASffULL //.. ,n TO 213 BANIG,AL HEADER ROCK HEADER ROCK 4 A FLOW ---~• BACK FILLVATH WELL GRADED A' SLOiM: 1%TO ALLUVIUM FROM SIREANBED SECTIONA-A TERFAMDC _LOGS STREAMBWELEVATION A FLOW A =ALL RLOGO E L } a THE C PROJECT ENGINEM ALLUM FOOTER ROCK BACKFILL ' V` 1 2('TG 70 x ? SCOUR POOL (EXCAVATED] NO GAPS 1 BETWEEN ,n BANKFULL ROCKS HEADER ROCK PROFILE VIEW 6? , FLOW -? 701% SCOUR } FOOL F FOOTFRROCK STAEA MBED ELEVATION SCOUR POOL (EXCAVATED) PERDIRECTION OFE1DIlEEA FIRST ROCK TIED INTO 8TIIEAABAML FOOTER ROCK GAPS BET%l BETVEBI PLAN VIEW AWN PROFILE VIEW BOULDERS HEADER ROCK NOTE NO SLOPE FORARMBYSZ PLAN VIEW I BA#jCMLL (O -STTE AL I ROOTIM DS FILTER FABRIC ' •. '` ; am HEADER ROCK (MQTALL ROOIYIFDB '. BOULDERS MIME BE AT LEAST e x B X f. PROJECT ENOIEE9 9X exf DDIADERS AN PREFERRED. f00TER ROCK SACKFI L (ONaRE ALLUMLNQ . ? 1. BOULDERS MUST BEATIEAST exrx1. 10MIMM ex ex0 BOULDERS AM PIEFEIMM. F00TERROCK 2. NBTALL FILTER FABRIC FOR DP.OMAM BEGINNING AT THE MIDDLE OF THE HEADER RLTER F Rom AND EXTEND omwom TO THE Dwm OF THE BOTTOM FOOTER ROCK AND THEN UPSTREAM TOAMINIMUM OFTEN FEET. L S 00ATRENCH BELowTHEBWFORFOOTER ROCKS AMKAMFILL ON UPSTREAM SECTION A-A ' 1e SIDE OF VAm AIM, BETWEEN THE AM ANDSTIEAIBAML a STAR AT BANK AMKAMPOOIERROCKS FIRST AMTHEN HEADER(TOP)ROCIL 5, CONTINUE: WITH STRUICTURIE, FOLLOWING ANGLE AND SLOPE SECTION B-B' T a AN EXTRA USE oN•BRENLwHM MT To FILL PLACED GAPS N uwTRE ? AOI OED ABOULDESTTOTHE . ELEVATION OF THE TOP OF THE HEADER ROCK c v N I N a m N m 9 a c m A 0 0 mi `L'°" ROCK CROSS VANE RAXLT MNlMIIQ Ho. RIMIT NO. VIELLGRAMMCI OKBRE ALLUVIUM PLANTING SPECIFICATIONS FEOxtr sNONlnt lraeoTTGMVAmx FLOW -y FRWSTREAMBED c e ?? ? rawl PRELIMINARY PLANS CHANNEL BED : - R Iq NOT' we FoR (LNA7BDCIIDN I / 2 off N°iFUNIEioe ?F"?tatNee?A oE!eaNO ON eea $ ?2 .? ?\ , laamRFAliWI ME TOE OF SAW ` MADSIYAMATTOCK DO"FlANIeq BAR OR 6PLWTN?VQFIp -ALOWTHEROO1a A l R fMNINAM FILTER FABRIC ?rtRAVAw?hING a rii ari T'?MNpm10 QI e?NI11gTIF NOT PRQPTLY r Wrr yNY?M?. AARRPoPo1IlIAA aalll?E . ?? mom OPEN SECTION A • A' KAI VANE .; BOTTOM OF CHANNIL BANG1K16TME HIEIUDER ROCK STREAM SANE SCOUR POOL B CROSS SECTION VIEW OF BARE ROOT PLANTING 10 Tx AM 510'4 FLOW 4X TO WWlE \ ,. '? /' •. BEL ` STREAM am ELEVATION \ • . - , - ' --..' ? i\ FOOTER ROCK /? /?I\? \ g - .. ... NO GAPS BETWEEN VANEANGUE 2V TO 3V ALLUVIUM _ EPA, 1. TA WNO HdEFORAPOTTED OR ULDERS I I BO FROM ? I E UMD l DIAMETER POTNgTH ? e AAE OEPIH C FILTER FAEIC A THEPOT T? H EI 2 REMOVE ikPLANBTFROOHEPOT. APOT. PLANT ON PROFILE VIEW B-B' 2 PTHEHANTM ROOTBOUND OROVM/INA C SV OR ???aI ?? PLAN vAlEAlel TOP OF SMRPAMMIK C UUT AWRN KIFE SPADE ENOUGH TO CUT THE NET OF ROOTS NAOMAKE A O"NS A PIACETWE FI RNACROHCM BOTTOM aTNF MLI a F?LLqH?YFpaT1E HO fVmHSOL(AMESOL 01 ?. CROSS VANE INYERTIORADE POINT ANDFILL a Z MVE K M07ES FOR ALL VANE STRUCTURE& i 1E MAININ SOIL 1. BOULDERS MUST BE AT LEAST IT XfXV. 'K7 SxSx0BOULDERSAREPREFERRED. i 2 INSTALL FILTER FABRIC FOR DRAINAGE BEGINNING AT THEMDDLEOF THE HEADER ROCKS AND EXTEND DOVWNWW To THE DEPTH aTlEBOTTOAIFOO'IERROCKAND 11fl11P8IRFMITOAMINIMUM OFBQFEET SCOUR , a DOGATRENCH BELOW THE BED FOR FOOTER ROCKS AND PLACE FELON UPSTREAM ON-BITE ME OF VANE ARM Y BE'IVIEEW THE ARM AND S'TR6WEANL ALLUVIUM , FROM 4. INVERT SHOULD BESETATSTRFANBEDELEVATION / \?\ \? h . . a CONSTRUCT FOLLOWING ANGLE AND SLOPE SPECIFICATIONS 81REA MSED a GAPS ONE HALF LIVE STAIQNG SPECIFICATION W -WEIR 114 1N 1N 1N BOTTOM BOTTOM BOTTOM BOTTOM AN E D VADTH WOTH VADTH WIDTH ON T SAAW TOP amREAMBUE INSTALLED ME DAY. OF OF OF OF 00 NOINSTALL Wr 1 HO mAKE811YR M 1H 114 1/4 114 CHANNEL CHANNEL CHANNEL, CHANNEL IINERBERAI HAVE a STAIESMUST BE INCTALEDVNRI BOTTOM BOTTOM BOTTOM BOTTOM VADTH WIDTH WIDTH WIDTH .11 sues POINTING UPvWRDIL l mA1BTHEDIRDeEAY1At1ED a ID OF OF OW SITE ALLIIWUM CHANNEL CNANLEL CIAAIN& CHANNEL FROM ST E? KFULL - O TOE OF SLOPE PERPE1DICMMTOBAN. a mNNa .EB D BE 14 TO 2 REAMSED U S Ina 8l A 2 TO a FTLON C B ? SAKESSHOULD WEINSTALLED L EAVING a ua No GAPS BEMEEN ST AIM GROUND, e YanANNa B ROCKS FOOTER ROCK A FOOTER ROCK r 112 OF INNER BERM HEADER ROCK CROSS SECTION CROSS SECTION VIEW FIRSTROOKTIED INTO STRFAAEANK WELL GRADED MIX ON4M ALLUVIUM FLOW - FLAW FLOW FROM STRFAMBED L.-C' . E 7? M f SPACING HEADER ROCK PLAN CFANIC.L GUNNEL ;..:. BED am MEW _ . TOE OF BANK ROW1V4%E INVERT)GMDEPONT ' FILTER FABPoC \J f MIIMNM SECTION A -A' SCOUR 014811E POO L ALLUVIU !! FROM M 8 SQUARE pRTOP FILTER FANG PROFILE VIEW C • C BAN L TEADBI RoClf FACING ramp TOP a mIEAMNet m eRIFAM SAIL ITVE CUTTING MK 10'DIA r f 1D01H r I l?; 1 1 1 MOTES FOR ALL VAN B B 1 ' 1' 1 ' 1. BOULDERS MUST BE ATIEABTIT X/XT. f X SX C BO1ADER8AREP1Ef9tAlD. FLOW-i C TD Ts MIN uDFE PLAMmAKMI FROM TOP OF 1MR 1 I 1 '. TOM OF WKNA0Y1D1D1NPP® l 1 1 1 2 INSTALL FILTER FABRIC FOR DRAINAGE BEGIN1pATTHE MIDDLE OF THE HEADER . . VIAO0M1®PATTE N ROCKS ADEXTEND DOVLAYVDTO THE DEPIH OF THE BOTTOM FOOTER ROCK AND THIN ILNi11EAM TO A MINIMUM OF ILQ FEET ELEVATION 1 T EaSLOPE , . a DIG ATRENCH BELOWTHEBEDFORFOOTEIIROCKSADPLACE FILL ONUPSTREAM i\ \ 4OO191ROQL . G ANGLE CUT SIDE OF VANE ARK eETWEBN THE MIAAND 81REABANL A s a NVERTSHOULDBESETATSTREAEBEDELEVATON. ? FiL1ERFABIC WWKI MOLE S. ? A FROM USE A UVNI M T FILL G PS ON UPSTREAM WE BOULp9NTO THE ELEVATION PROFILE VIEW B • B' LdE STAN DETAIL PLAN N? OF ONE HALF THE HEADER ROCK. VANE ARM t O 6 N N a m m" c 0 a r 0 EROSION CONTROL MATTING PLACE CON FIBER MA77MB IN S NCH DEEP TRENCH, STATE, SMINFLL, AID COMPACT /- TOPOFSIRFAMBAIK TOE OF SLOPE u0marfAIQ S ' _ . BOTTOM OFGNNNE .: PLAbECOF:FIELMATTNgATTOEOFSLOPE. . . fATT".AITNLAROEUATTING.StAKE CROSS SECTION VIEW NOTES: 1. BAM0T811CRDBE ;EEDED PRIOR TO PLM,E6ROF A I USE CT MATTING. a LARGE STAKES SHIGULD NOT SE SPACED FUITIIIERTHW11rAPART. 4. PLACE MST ow ALL SEAMS IN THE GFMIS( AID TOE OF SLOPE TRENCH 1 1 1 1 1 1 / / / 1 / 1 TOP OF STREAAEANK - - -- - -,--?- - ? - ? = 1 f 1 / 1 1 1 1 1 / / 1 1 1 / 1 1 1 1 1 / 1 1 1 1 1 1 1 1 1 1 / / 1 1 1 1 1 1 1 1 I 1 1 1 / 1 1 1 1 PLAN VIEW LARGE STAKES LEG N. N SI HEAD WDTN - 1281N 18 HEAD YRMWN OAON 1. LEG VYIDTH 0.00 IN 1(1.42 Cm Eo ro LEG THICKNESS 0.40 IN .02 CM) TOTAL LEF40TH 12.01), IN MAS CM) ROOT WADS WITHOUT TRANSPLANTS CROSS SECTION VIEW NTS CON FIBER MATTING FLOOD BEBI p.S MAx HT.IB@W(8f TOP OF BANK 7 NOT ro EXTEND BEYOND LISTS OF ROOT WADS Hl GULL 6G - BASEFLOW .. t 10.15 FEET LONG >W DIAMETER J ROOT WADS CANOE ACCESS PLAN VIEW NTS ?C OPTaNAL COVER LOG 11 NND ROOT WADS WITH TRANSPLANTS CROSS SECTION VIEW NTS TRANSPLANTS OR BOADELS FLOODPLAN7 nBEIN p.BMAXHT.)BERM(Sj TOP OFBANK? NOTES: NOT ro FMBID BEYOND LBSTB OF ROOT WADS. TRENCHING METHM. IF THE ROOT MAID CANNOT BE DIVAN INTO THE BANK OR THE SAW NDS ro BE RECtMB,RUD,m,THE,RENCSNG METHOD NDUD 911 USED. TMS METHOD RE ' T TMAT A TRENCH BE EXCAVATED FOR THE LOG PORTION OF THE ROOTVYID. ONE-TTFMDC? ROOT WAG SHOULD REMAIN BELOW NORMAL, BASE FLOW NOTES: DRIVE POINT METHOD BHMPEN THE END OF THE LOO NLTH A CHAINMAW SWORE TORRANO' rt INTO THE BALK ORIENT ROOT MOB UPSTREAM SO THAT THE STREAM FLOW MEETS THE ROOT LMID AT A WOEOREE ANOI$OEFLECTNG 7HE VATER AWAY FROM THE BIN. A TRANSPLANT OR BOULDER BHOUD EE PLACED ON THE OONMSIREAN SIDE OF THE ROOT NND F A BACK EDDY 1E FORMED BY THE ROOT NMD. THE EOULDSR MALL BE APPRO)U MATKY lrx rx r. r MMNRRIN THICKNESS OF VOMNEDCLASS A STONE ININUM TM AQNM OF A GRADED MM OF CLASS2 MASS BSTONE 1.5 INCH TYPICAL LARGE MATTING STAKE THEM MSTAKESHALSETHENORMAMERICAN OPEN FOOUVAINGDBM EOMALNARI711E IHlIHlim 1716 APER<D 5 0- W TRENCH TOP OF STREAMBANK STAKES TYPICAL SMALL MATTING STAKE - CCR FIBER MATING TO BE EXTENDED TO TrEVMODSTAKE SIWLBETHENORTH AMERICAN TOE OF SLOPE GREEN BCO.STNOiORAPPROVED EQUAL IMTHTiE FOLLOYAID DIMENSIONS: PRELIMINARY PLANS 00 rwr w roR ulmAUCnm? mWr?.?w M NUS AN. er.r? 1 asoq,mmeimmvm n?.RnMSw A RNBI Z;'$ ALLUVNM- Qv-vi ivnn-n PROJECT A9aNIC: NO. BMW NO. uJaw BRUSH LAYER BRUSH MATTRESS KVRDNC7 BNIANs BrAIEmPa STAKES 2FT ON411TEALLUVIUY BRIM LAYER PRELIMINAR Y PLANS ° 12auaEILALYA>1?D DO Mff UM FOR CMM r ?0 WIRE SECURED TO STAKES BANFULL ELEVATION STAKES3FTO.C. ?I I? - e LIVEFASCIE caEErn.) / STREAMSED EaLRr yxr,Kx G L? e 90BRANCESMNPERSAFr. BRANCYIESaF1BIOHORLESS VNE AL SECURED TO STATES PI-01943 awaw " TOE r n - \ - EOTESO TYPICAL STAKE FLOW -? 1. CREATE 1r DEEP TRENCH 2. STAKE AND NNE BRUSH LAYEN Km TRENCH NOTES: - - SBACK FILL rOFCHIALLUVIUM OVER BRUSH LAYER FLOW 1. BOARD FOR STAKE SHOULD BEr%/•%Sr P VI ti 1'DI VEGETATIONDORMAAIK? CROSS SECTION -? IBNBKIIIOF20TO50 U8 PER SQ YD. ?N EW 2. ONLY USE SPECIES BPECFIED UNDER C DIAMETER) LNE STAKES SECTION OF VEGETATION SELECTION NOTE& . 1. SACIFU r'OF ONdRE ALLUVIUM OVER IBM LAYER aNSREAUUNUfA EO PR OF BANK RO TOOE PLAN VIEW AAUP TO P BANI ILLELEVATON SEE MAIL AND PLAN MEW OF BRUSH LAYER n r BAMFULL ELEVATION ROOTWV]S AND CROSS VANES, STAKE MP.) WOODEN STAKE NOTCHED FOR WIRE OR ROPE W MIN. 2-FT LENGTH LIVE OR DEAD STAKE STREAMSED NOTCHED FOR WIRE OR ROPEWMIKSFTLENGTH a Fr s 2-3 FT TYPICAL STAKE >!? DEEP TRENCH 1. CREATE Ir ST AKE AND : AND WIRE BRUSH LAYER INTO TRENCH. 2. B NE FA8CRE ASC NOTES E r 2 • r ACK R BRUSH L S BACK FILL r OF 01 ALLUVIUM OVER BRUSH LAYER DETAI EE x 1 . 1. BOARD FOR STAKE SHOULD B x . 2 SAWrc1 71MBER OLWONALLYTO PRODUCE 2 DEAD STOUT STA KES. CROSS SECTION GEOLIFT ORANGE SAFTEY FENCE STEEL POST CAP STAID: TOP LAYER OF MAI IN S'TRENCH PDEEP cir ) STAID. POST (SEE MATTING DETAIL) TOP OF BANK IV LIFT OF COMPACTED ER08gNCONTROL MATTING ENCOMPASSES UFT ON•MTE SOIL (TYP) ? LLLLLLLLLLLLLLLLLLLLLLLLLLL SRAAICH CUTTINGS MEE POW ROFCHANNEL LLLLLLLLLLLLLLLLLLLLLLLLLLL ,FORSPECIES) DECMAT INKDISTURBED EARTH '-.•: ??' ?•••" (SEE TYPICAL SECTIONS) L L L L L L L L L L L L L L L L L L L L L L L L L L L LLLLLLLLLLLLLLLLLLLLLLLLLLL ?'- r: ?' : • ; LLLLLLLLLLLLLLLLLLLLLLLLLLL . , , BED ELLEEVA?TIONN '' yr` ; ORAIIOE,WRESISTAN,, LLLLLLLLLLLLLLLLLLLLLLLLLLL STPENGTH. a ; . :• APPROKrOFSTONE B FABRIC (TYPICAW P LLLLLLLLLLLLLLLLLLLLLLLLLLL :•?:.:..: ''...,. TOE ABOVEBASEFLON BABEFLOW GRADE. 0 STONE TOE APPI 1 Fr BELOW FINISHED STEEL POST-7 DEPTH O BED ELEVATION C) FOUNDATION. IAWYMDMUBMAM40R 2)EOIMLNOLOFCLASSA ARDCLA882 RIPMP E'er 1. PROVIDE 9STEEL POST OFTHESEffAS1ENER ANGLE STEEL TYPE. 2 PROVIDE CMS ON TOP OF STEEL POSTS. NOTES: 1. WEN GEOUFIB ARE MALT ABOVE ROCTVM CLUSTER, USE EQUAL MIX OF CLASS 2AND CLASSA NPRAP BHND ROOT MASS TO BULT FOUNDATION d N I N a m N n m 0 C 0 c n 0 0 CONSTRUCTION SEQUENCE The following construction sequence shall be followed by the Contractor. 1. Prior to beginning any land disturbing activities, notification and approval must be granted from NCDENR Division of Land Resources -Land Quality Section, USA rmy Corp of Engineers, and NC Division of Water Quality. 2. The Contractor shall contact North Carolina "One Call" Center (1.800.632.4949) before any excavation. 3. The Contractor will work on the river stabilization while also constructing the greenway. 4. The Contractor will mobilize equipment and materials to the site using the construction entrances (that are shown on the plans) along the Ararat River corridor. The construction entrances wiI I need to be created. 5. The Contractor will utilize the haul roads and stream crossings as shown on the plans. Stream crossings shall consist of timber mat crossings. The haul roads will follow the greenway alignment as much as possible to limit disturbance. 6. Contractor will store all equipment and materials in staging areas as shown on the plans. 7. Contractor will setup pump-around operations as shown on the plans when installing culverts. 8. Rock dams will be installed upstream and downstream of the work area prior to culvert installation along the tributaries to the Ararat River. 9. Immediately upon completion of bank grading, the slope will be reseeded and matted with erosion control fabric. 10. Structures within the Ararat River shall be installed in the wet since the Ararat River is too large to effectively pump around. The contractor will work from the river banks as much as possible to eliminate any sediment entering the river. 11. Silt fence shall be placed between stockpiles and the existing channel. 12. Upon completion of each section of the channel repair, all disturbed floodplain areas including staging areas and haul roads, shall be seeded and covered with mulch. Trees shall be planted in accordance with the planting plan. Permanent seeding mixtures shall be applied as shown on the vegetation plan. Temporary seeding shall be applied in all areas susceptible to erosion (i.e. disturbed ditch banks, steep slopes, and spoil areas) such that ground cover is established within 21 working days following completion of any phase of grading. Permanent ground cover shall be established for all disturbed areas within 15 working days or 90 calendar days (whichever is shorter) following completion of construction. 13. Contractor shal l not disturb stable sections of the channel. 14. All areas should be seeded and mulched before leaving the project reach. Remove temporary stream crossings and any in-stream temporary rock dams. All waste material must be removed from the project site. 15. The contractor shall plant woody vegetation and live stakes, according to planting details and specifications. They should complete the reforestation (bare root planting) phase of the project and apply permanent seeding at the appropriate time of the year. 16. The contractor shall ensure that the site is free of trash and leftover materials before moving on to a new section of channel. IPRELIMINARY PLANS ro MM ". R" commuc M I"OR FWWW ¦ . ?? I ®?"I irsnunw 11 ....................11. 1111111111 11 .11 11111 .. .. 1..11 iin..i .ni .11n. 11 111 1. 11 ini i i 1 1i..11 --.. ...... ........... .?..????..?...? 2 N\ \? v v - `?z??y???? \? x,040 y' x, jp i? p \ b Y l J r ? 10 ?.•1G,G-_ _' \ \ \ \ \ \\?\ ?\ ?_- ". ? ? _? . __/ ."?\, _.c.- 1(115 ?: ? ?,,. / j ? ? ? •?` I ( ,? - I '? /. i ?? / ?. - , , X CRLMV-&M Mfz'B "ti - l r ?tl l l r /?? \\ T 07, 70 z PRELIMINARY PLANS Do rwr ON PM CMfMUCTM MYrlgYiwiMIKY.Ya :r 1wbm If go CrIN TYPICAL SECTION STA. 16N26A0 TO 1G17600 64.8 WIDTH OF aWQtULL 0.8 MA>gMUMDEPTHPVWO 120 WIDTH TO DEPTH PATIO (VWl D) 947 BMMLL MEAW4 97.4 BOTTOAIWIDTH -1020 -Al r qq rV??\r- Q v tt ?•. 1. t ?i '?;, X00 ?'__._"i..v - - o,o ?- y ?° - _ - - S , O I I1Il5?1 1 l t \ \. Vii/ ??j ? ? /' .,???'•v±be.`??`/- ``?????, _ - - r' '.c I ° "Pn i i / ' 1 1 _; ? moo, r r _ _ ? ou NO ROCK WE r r i 4 --x s PLAN VIEW so 2 o so 1 SCALE (Fr) 111 111 II11 1111111111 11111111 I I II I I III II 1111 I • • •••• ••• •'?•• •••• ••••••• PRELIMINARY PLANS r - ? W NOl' uw III COMMUMON `?, ?i Mn1wN1 MY. his. f' - ?y r _ ? ? CMId1Y11M/ kILL1Y11N BEDROCK PLOD BIDE awNEi' r 1 ' 10 F tI / o? tiJ -N.+?o?-? 31 ,cp - .loov,? . vV CORBTRUCT D"STREAN ` V ARM AS ROCK VANE } '- --'_ `TIE TO BAlNffW.) PARIONO Wi' t ` ? ? / S I 5 ? 3?? /oLot` ?r \r`\\?\\? r \\\\ \\ ? 'OI IN III ` ? ?? / # / ? ? (/"\? II(111?? ? ? ? ? r` r 1 f ?' 111 ? '? ?? ` _ ?..• ? ? 1? i /r . 0 T YPICAL SECTION S TA 23+75.00TO54+60.00 E{.S 1AIDTHOFBANI MLL WMIQ as MA MA OEM O"A" T20 VBDTHToDEPIHRATIO(Mdf0) 350 BAlpfftILLAM (AMM 37A BOTTOIAHIDTH PLAN VIEW 50 25 0 50 1 SCALE [FT) MISSION pm X160 BVONBBt 4),. PRELIMINARY PLANS DO NOT uw ra rnwrAacTOx ?o? : / ?``\ ?? II?? ?? -???? ?? AAA yv? y? ?V p ¦ wiIN 10 la F- ONAWSW / E)USTI P?FILL APPRO ATE 60 NDARY r?J RESHAPE .i llr?? i ) Uf 1 / - ? { L 1? I / i I a - S /ll CAY'Af/E?1iMLWEO?- i ???V ? ? µ -MATERIAL r mow z -. r . (BEDROCK A d \\ ?b 1 t 01 <s i /t \\?? \ \ r 9 G m 1 0 ° t ?? r SuJ ?t? X p % !/) - o 'fi / ////I / /J - su ` Ito >: a\ \? \ z_ a? NN, lTi- BEDROCK ' / / ?? ?? ??.1. v =? _ s?/? ! ? \ ?? \\V\\? VAV OVA \?V °r 7 74. Wi'n` VA v ? v ? I Av / y i \ l?? l ai -' i sN > ?? A \?\\ ? ?/? ?,?,?? ?_ ??? - :-?- =.=- ? -.:??? ????, ;???????? ?1? \\\? (III, tj??;;? y 1 E ° \, I I ?llll -7!'°` \\\\\?\1??°`i???al v\\\Y\\I\\\IIIII illi!II!I? illill(Iilll C. ,f I(UI(Phlpil?,/ t r TYPICAL SECTION STA 45000 00 TO40+2LOO 00.3 VA M OF BANKFULL 7.0 MNWUMOEMP 09 120 YBDTHTODEPTHRATIOM M,D) 300 BMBQUU AREA 38.3 BOTTOM YAM PLAN VIEW W s o SO SCALE (FT) s CL r. / .? "IC-1 /1 i ?l? z- Z, x 1 "1 MATCH -lyz 11 8 srA 70+5000 v X/; ! UM?711?rIN6 MA y? bAR AN6?. i?///??, // E?'11TP F14L DOE"? li / ii t? i ` /! / ffC,?9ARg '?j! / Gil/,?r - to .``? _' ` \ '?,p I;!lM- r V `p!? emAOCK ji; ?QN?! 4?QQ BEDROCK IPRELIMINARY PLANS OD NOT OR MR 00mmuorm MME?Y1 NYC M. ? rao?r.r? r I 1??1 t/ i \ B!'IEPULL BEIIGI WTTX WITH MATERIAL L S TO EXCAVATE MATERIAL AWTERUL SHODCA LD BE CES M BE AP,ty,IFD_i1LON0 THE fdONT 810E SLOPE 99yF.RS10. CONCRETE WM. lit, I lg? ?I 1,b11i!? ?1y % ` , ????' lay L `;,?L )1 v il;jllijl?l???''?`???,?,?,1?,`,ii?? ?? --==----_- ?? i aV, ?? ???? \ ?A\\?\w\?\\ \?\\ / \ \N T YPICAL SECTION 0 7/L W20.00T000f00.00 E0.7 WM11H OFGANT= ONI" 7.0 MA10M/AOOTHP11O 120 WIOiH TO DWTH RATIO I D) 970 BAiIMUAMA 900 BOTTOIvwm PLAN VIEW 50 25 0 5 100 FE 7?? SCALE (Fi) PROJECT 840w*m ooo I^%? ii5 -- ??ii Auunw =rte - -/?- _ !/ A ?V v?+x PRELIMINARY PLANS &ftm 1?1 11srn? rs'aww' OAD ? I ? t \ acAVATE awnla To RBF1E \ ?- DwFDN MAC Zuk \ ;\? r-- / 1000 41 1 ? ? I ;I; anti` II - REMOVE AM ?% % -4 11 ^t 1 _ f ¢ ?, .?^Clu4 f1 V 1?? v y s ?? V? v v1,? V A 40 'j, I l?,lli li l?Ayvv, art ??? ??t( ?; /` i % W ,\ L` 'v v j, i I, 1 1,? 1 P % % ea ? / / N\1\ \?,A A \, \\?? A AvA v v? TYPICAL SECTION STA 0W20.0Q TO 0.24MMM 00.0 VADTH OF BANKFULL 71 MAXRWMDEPTH (6MOO 140 VADTHTODEPTH RATIO (MMID) 305 BANKFULL AREA (A" 30.2 BOTTOMVADTH ?Wjlj \\\\\\\\\A\vA\\\\V?\?\??hl:??n?lii!7?PLAN VIBW 52 25 0 50 100 SCALE (FT) PRELIMINARY PLANS 70as\ /r no Nor M M COMM CrM 7 7 77 N ? ,1 `? \ \\?\ J _ _ ?-S. _ / 5 --?"'" ,026 ?.3 i`<` '.1?:?.?. 1•.7? Ph- MAILUN F.SWAUAM P 9 m i n n K K m m a T I 100, oo, \ `?, - v //` `"\.? ?? •a/? 0io °o i - - -- - ' FIW WTH ItcAVeho MAIENAL -- _ / - - -- _. ._ - -7? Vol ?/ i ` ? ?? ? =7' ` Fu VATN FXCAVA7W' TENAL I - 010, 101 \Oeo r? \? 9 -N d TYPICAL SECTION S TA. 106+00.00 m 11NODAO T6.6 YAM OFBAII IL &I 61AXIA M Uf FRH (DMOQ 16.0 WDTHTODBnHRATIO(Y!M!? 666 LVATULLAWA M4 BOTTOMWDIH PLAN VIEW 50 25 0 50 1 SCALE (FT) yr i _ I\M1i1????????? Au ?7 \? A A A / ??h 'W W.- 102 ? r +3 ?? ?? ??? \ / /////// low, S 3 V / cs 77- w i ?.--7 777 ti r t t r - ..,- ''yrc _ r 12040 W LLJ '\\?t} -- T ? J \ it ?Ii1??\'`? \•, r 11\1\11111R?t?1?!? ?? ' = l I'?N(I/,?/l?vlr'v ?' vv? `v ?y -a_ -- iI I I PRELIMINARY PLANS DO war W Pw awnucrm i ® .I .. • o?•.?,x?atwc•a,wwm wusMNUM r•mwww AA? ?i c Z N Z? 7 7'? ? / ??PARIf SM. 106.OOWT011e+00.00 f TYPICAL SECTION Tee w1Dn1 of BA15a:Lu ffimm M MAXUW DEM (DU" 15.0 MTH TO DEM RA110 VM 10) 393 LAW= AREA (W 511 BOTTOMWm PLAN VIEW 50 25 0 50 1 SCALE (Ft) O ?I PRELIMINARY PLANS ??\A\\\\\\\\\\\\\ ?? _ , . ?. . DO HWr UM FOR CONEM cot ? ° \ ?/r ? ? ? ? ?? ? `. ?? V?'????? ? 12th-!??/ ono ? CS! wrWw?Wm,ra F- I"OAUSM 9,0 ?- ----- _ co 2 N n ss y. _ %??? FM" BAR O nwiwraroH venu TROPOSED) c v a lit' ` ?/ %'/ % j J,, f?;. 11 I All It ill, Jill lit, PLAN FMW 50 25 0 s SCALE (FT) a ?i a /?Il I?1 ?II 1 I j PRELIMINARY PLANS oo NoY w ra ooBrrllurnoN '000 ' 1 / i ? \ o ? ,I? I I': I ?' ( f ? ? FYI MKM 0" MOM COMM VM Ph- 919AIL? / 71 ii. ,61i i ' too- SLOPE i AND AUNT BANKS FROM 14440 TO 147+W i ?I ten- 411 so- s i , _,Z /. '?^? og3,• _ ?? - _ tf j I` ' ' . ?• _ - r - l cl) m / j ,y l m - vw. ? / > REMOY. YN)ODY DEBRIS r ..,,? f iI -e see- v s/?'' ,bcaRe FAaMwwcR A To APRIL nECOtIBTRUCT BANKS wtH aEOUFTe AND ALL ROCK vB As snovO 1 /??' -N{ F CONSTRUCTION OCCURS FROM XNBOER TowARpl RpwlisrntlcT eARI(8 OSMO oEOUFTS1 j, AND LAYERING. HARVEST WOODY DEBRIS FROM, CHARNEL TO' CREATE A 8T TOE yp ?? ?V?ROOTMNDS AND TOE•w04 \, '?- V :V r _V ??•?? ` Ae V t TRm_ / ?`?? ????" , M°"s'%// Q i \ l - 4 4-' /i- TYPICAL SECTION STA. tISOS0,00 TO 1484MOD 00.3 VW =H OF BAPPWUL VAM 7.3 MA) M IM DEPTH (D#INQ 120 YADTH TO DEPTH RATIO (Md1 D) 400 BATNff1M.LAREA A0 BOTTOM VADTH (ft) z- J ?i , 111?!Siu111111?1??`i11111?1V1 i 1 %i ?` ??> 1' PLAN vMw V//, V OVA 50 2 0 5 100 SCALE (F1) a i LAYER ??( 71 t ' a j BRUSH L*A m _ ?! ?.Y Ieroo ?Iik REMOVE BAR AND PIADE, MATERIAL ALONO-fUQKT BANK -?? - O Z - sse N N TA PRELIMINARY PLANS 00 pm w Pm commt e M ? • c?,?mcwa.wmM n? eua?w r.nww • STA. 179 28b -_ \ \ ? ?\ °?? ? ?--ern-. _--\?\ ?' ? \ ?'•.c -' 1 ( / ?' -- _,?? \ ?`?-,??: ?/ --- ? / _ ?? _ ' ? ? .o \\ 1?1 16 \?\\?S\\\ \,\\?_='?\^''?; III-?i 7 \\\ ?\ _`?.+\?-?i J????\- t \ ??\??/ v i 'so 4?f? N '?5 ,?;,\\"?`;\?; ,\\\\??\\\1\\ (((l ? ? l l l ? ' j? ( ?_ .,\ \ k ? \ ? \\?? ?? f5? ` ? _=?°r= --' ?\\\•? ? TYPICAL SECTION PRELWARYDESM m a" VADtHoPeAnaui 1 \AA,0 0 7A AWIOMNII DEPTH PM@4 12.0 VWrH TO DB-TH RATIO (VW1D) 1?1\?11111111? ! ?? , - ?o `-v , = illilli l / / / ?- 40.2 - i- BotroY woTH VvA\\\\\W11 111 \ _ , \ y \ \ t fit ?? ?f / / i v Ili l l ! r 1 l„ ljlj/1 I?J' ?; !I l 7 / r l\ \ Pz" Vmw 50 2 0 50 1 SCALE (M) ?l ?r 1PRELIMINARY PLANS .o nor os Fm mmwtxmm rr, r. tit t ? ,r 11tt ?t j 1 t '?%? _!? f J tl ............. V'k 14 ! l%?' f TE40I?G '? r iP a /, d AONf6 waow, ?:? \ t I!f, l !lid AlY fiSOAR 410100 ONI 15' CENTERS V' n? J y j VNAI VERB P(fRK r~, r ' f 1 J ell Pee Jilli r, c ' t ? t ?. \ F ,t i a ?Gd ?i i? "m r. y .00 BARE ROOT PLANTING ® BARE ROOT PLAITING WITH WHITE PINE PINE PLANTED ON OUTSIDE LAST 2 ROWS VEGETATION PIAN 110 y 0 150 390 oil 1 9990 SCALE (R) MpTGHUNE stirrer 15 ?A l d er I ' I 'r Al. r Lt?tr?? L? i" , i , yl-h'l e? J iI ?'' ? ,ti?? X11}I ` Ifil pvmv- I %vi is r ph( I?/? AIN FYI ? f I IN, KA 1 I ? r 's yl . ?-? 7 l'e:? J?>v ,K ll? , , ?rl a° Uhl, r ?X r ? i a f ? ! .. ? ? y y?L^, ?_???, r• I Ertl `(lll r /?? "1tr XAIV? r g' , Y ?. v f r aL BARE ROOT PLANTING LOW LYING VEGETATION UNDER POWERLINE EASEMENT ?£1ri r' i/ e h gar r ?,.: I i 5! , t r . 1 ?. b Aw ? ,`"•\ ?r??rlllll?l •.:??J III????'?'"Ill???ih?r. £- Kc.-??/i!// J"' / ? I w\A /tl•' ?? ?i1 11i?! V l (? vN \\ 1 r 4? 4yl?o. PRBLIMINARY PLANS no m" us Im co mrlm" err momm" 0A.- ,m. ft- H&MOM K„allowo VEWTA77ON PLAN 150 75 0 ISO 300 SCALE (FT) PRELIMINARY PLANS 00 m" 016 F" CommuLTm i //l ? flit ./ y i , l i ?i' r I t tr ? ?! 1 • / i ? r ?./ tip' ? 1 A ?.' ? ? ' 1 ,'?_„ 1 _ f ? *? ? ? „?'-" -- }.?• ,• ,? ary_•` / ? /? ' `?,' I 1, ?.\\?\ %J/'?'f,?/ __ ?. ,r % ? / / :..? ?p'Z' `':: f? y'? - ?--y , C"' i ? ? ? ii <?,.,, a ---' ;/ J/??? J?i-? r I _ ? ???i l' -? ` ? ? ?? ' ` ``/ j b `?? .., .??. I?\?? `?-?111 !'? // V ( r"7il }`.. T ?_ //? r/ice 1? 1 ? ? c-?-,,s ? {{.?? 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TEMPORARY SILT FENCE PUBLIC ROAD ------------------------- FAONLT BBB PRELIMINARY PLANS N wr UNI I'm CONARUCTM WIN -0 • Ph-"flissi"MA1N - 4w."" Is M1NiNp i ® ? mm" r NOTES 1. USE FILTER FABRDAASSANA OF 30' IN WIDTH AND FILTER FABRIC - FASTEN ADEQUATELY TO THE VARE AS DIRECTED COMPACTED FILL BY THE ENGINEER. 2 PROVIDE BSTEEL P09TOFTHESELF-FASTENER ANNE STEEL TYPE C EXTENSION OF FABRIC INTO TRENCH - TEMPORARY STREAM CROSSING - WOOD MAT WOOD MAT CLASS B STONE . FILTER FASIRIC N N m u w 1. CONSTRUCT STREAM CROSSING W IE N FLOW IS LOVM 2. HAVE ALL NECESSARY MATERIALS NA EOUIPMENT ON411TE SEFOREHORHBEO W 3. MBAIB2fCLEARING ANDEXCAVATION OFSTREALBNTNS. DO NOT EXCAVATE CHANNEL BOTTOM. 4. UNESTRFAMIRAWAND ACCESS RAW AREA VNTH FDNMYCNEN FLTER FNEBC. L INSTALL STREAM CROSSING AT RIGHT ANGLE TO THE FLOW L TRANSPLANT SW FROM ORIGINAL 87REAMBANK ONTO SINE SLOPES FOR LATER USE. 7. MAINTAIN CIOEEYD BO THAT RUNOFF N THE CONSTRUCTION ROAD DOES NOT ENTER EXISTING CHANNEL L STABL2EANACCESS RAMP OF CLAN B STONE TO THE EDGE OF THE MID MAT. S. THE MOD MAT SHALL BE OF SUFFICIENT SUE AFDVAOIH TO SUPPORT THE LARGEST VEHICLE CROSSNO THE CHANNEL 10 CONTRACTOR SHALL DEI6MSE AN APPROPRIATE RAMP ANGLE ACCORDING To EQUIPMENT UTILIZED RECOMMENDED AT A &1 SLOPE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE NOTES; SPECIFICATION NO. LOS- CONSTRUCTION ACCESS W.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL JUNE 2OW THICKNESS OF LASS A STONE ROCK DAM FLOW i commucmNAREA UPSTREAM 167 STONE WILING BASIN 1 \ a FT. MAX DEPTH) / FILTER FABRIC 2 STONE EXISTING CHANNEL Ply VIE FLOW- -? p ?-ry 1 ? ?1Y1 BAN FULL ,WI0MlM0EP1N 161 STONE FILTER FABRIC CROSS SECTION B MAXIMUM \\., _ _ 1\11111 ,11111 i.r ?/ ?? - /?/;off -___-•A v 'V ?A V ? L,o"°-' ?V `V A?V?? ? ?` %%??"???/ \? ?%??., ? / `i'? ? ? ?,g/ / / ? 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