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HomeMy WebLinkAbout19960722 Ver 1_Site Plan_19960903u ,=E R. ADAMS MW OR FURMMY 1 r�---t- - -- -- D8 Boas PG tae 1 Ma f+ f 0 PHASE I — PREVIOUSLY PERMITTED PROJECT SITE — OFF—SITE SEWER WETLANDS ON OFF—SITE SEWER PROJECT SITE BROOKWOOD SUBDIVISION S )SAM 5-tb-M EW S W KERS tAirltsA-tion-A L4tLL. RAVE As 1>5bi ssa") 6N . s I rE jN- 5—)RIEAM L1►<C-LY �AI-DWQ If sv�S, � 1 1HBarrett Kays & Associates, P.A. Environmental Sciences Civil Engineering Environmental Engineering Planning Landscape Architecture 224 FAYETTEVILLE STREET MALL SUITE 1000 P.O. BOX 2979 RALEIGH, NC 27602-2979 TELEPHONE (919) 828-1903 FACSIMILE (919) 828-0365 E-VAIU 8ARRETTKAY9oWND8PWNG.009 (C) 1998 Barrett Kays i Assoolates, P.A. Property of Barrett Kays i Assocletes, P.A. 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'~~ ~,,~~~, . \, " ~ YO \':-' /:..-?'\, ~ / 'v// \ \ 7~m~--- ~~.;~ - ""l~7 \" ~~ ~OR-'Y ~/ \ _--6 ~ :.A ~~ 10' r / .. ~ ~-:. /:. ~s)G . . l. \l __ ,.~ -~-- A 'X ~~.Jl~,~ i \~ \,: __ -- ... u... ~ RtlUA LE~ lRD \ -----"/ ~ ~,.\\...........r-,: -7 -- j ~~...=:, ~-- ~ I "" __. ~ lWSTER ...--~"'X ~ ~ ~ :s\~..~ fj ~ HI NOW OR FORMERLY \~..~y ,/'" --'~ ~I D.S. J9H PG. 281 \~ \ o II; __7\; 21 "" "C"ii;..,;L......... -....~ I-. - l~. ~ ~ , 2.2 . .b.. ;,'/'1 ~ "'..~ - --. ~ E.C. At BE,,,~ .. .-... '~\- ~~ '_\,~ ~ R-40W \ ~ ')(1\ -1 ~ /" -~. .................. ~ M.B.Ign PG. 1714 ~~'(~ \ ,\. } 0 /.'1 ~~ ftWI!LOTS ON.~r',,---...,\ \ ~ ~ c ~ .~ ;;:..dAD ~"lJ ~.......- "~. '" I!!- r--... 32 *L ~ '1111 ~ .i:FG'Qlt \ -~ :::...:r-L..~~" v~..J .~ ~-;;;s.,,,, D.Jl - PC. /14, ,yl.'~ ''fA ~ ~ ~.~ \ , ........... " ~~J' ::!'-rk:: 1/ ./ ~ __ 17 ~~t?-}~ PIWI!'t R-20 '~:.~' /;;,'Ip, I \ 33~~ \, .. \, 1NeL"i;iy LOlS. ~ ~'-'" T : c:::~,;: ~ ~~~ ~ ~ ~~ .. ~'7. 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"',",l ~v L ~_iD-._ '" I r' - " ' { . · "" ',...4 .~~,\ / "~~ '~ ',~ . .....~ '.............. '':... -, ................. ............... ............~--. '" ~ .,..__.~. ."...----- . H(1tII OR FORtIERLY PRELl M I NARY PLAN R-40W EAGLE RIDGE GARNER, NC I I I /<8> I I I I I _ .....- - ...- 0ECDI8ER 31, 1"7 REV.: .wi. 20. 1998 (GARNER COWENTS) REV.: FEB. 2. 1998 (GARNER COMMENTS) REV.: FEB. t. 1998 (GARNER COUNENTS) Nt1It OR A)RMEJII.Y _. I F'F'_ JR. o.s. 2288 PG. IOf \71 \ "\n ': ~ ,\ f\,"'~ ,\ It ,~ f-- \17 -- -.E . FIll' o . '00 _ 4ClO R-40W Nt1It OR FORMERLY ~ D.S. 1," PG. 445 / I ~ ~ \ \ -~ R-40W ~ ~ JJUj 37 '/ ~<o t ~ ~~ . " .. ~~ .,~' ~=~" "- '\ " " , . . . ~rJYY D . . . I -"\ } . ..\ I . . . ~ , , - ~- " \\\ .. '" .. \ . . . 37.8 11;. 18.5 11;. 4.3 11;. 9.S 11;. r=~/~ S.5 AC. , - ~--,'-- ~- -:'~ ------------ ...::-- .:.0 - " _ ER-oYAL.OWG ~"..-~~..,....-..., .......~. " - "-0 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ /I u_. 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('.. to <.D <.D <.D ~ I"") N N N N N N N N N N N N N N N N N N N ~ ~ ~ , \ " . . I ~ <' ~ 8 ~ ~ ~ ~ + o '6't11'~nxr~ ... " <0 y: (f) 'W -..J ,<( OJ OJ OJ -<rl (T') (T') M '" Ln ..-. CO (:) r--< :::J ~ Q.l :::J I-- o <( o lrl.O wO 00 <(.- ~ . Ullr Oui ...J o 01 ~ l:J U L U1 CD OJ l:J U ru ,/ c o ,,.... .j..J ru u o r--< Q.l L APEX McCULLERS ROAD S.R. 1010 E m QJ L .j..J U1 ,/ (T') ..-. '0 CD OJ l:J U <( :--...... VICINITY MAP N.T.S GOLF COM1\1UNITY CONSTRlTCTION PLAN REVISED r JUN~; 29, 1999 - ,- ,/ / OWNER/ APPUCANT ",," D COMMUNI1Y DEVELOPMENT , 448 VIKING DRIVE, SUITE 225 VIRGINIA BEACH, VA 23452 SITE PROJECT NO. ACD-98010 DR.AWING UST P-l .XISTING CONDmONS P-2 Pl{OPOSED STREAM RELOCATION D-1 EROSION CONTROL DETAILS " . THE JOHN R. McADAMS COMPANY, INC. ENGINEERS/PLANNERS/SURVEYORS RESEARCH TRIANGLE PARK, NC P.O, BOX 14005 ZIP 27709-4005 (919) 361-5000 PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION <0 c>::: (f) 'w .-J ,<( OJ OJ OJ ..-< ..-< C\J Lri ..-< CD ..-< ill o .--< ::J -;) l]) ::J r- (J) :s: D l]) L lfl CD OJ D U ro ,/ c o ,rl .w ro u o .--< l]) L E ro l]) L .w lfl ,/ rrl ..-< o OJ m D U <( ,/ ( \ ~----- / \...... ~ ~ '- J ~ / /' '" ............... ~ I /// / / I I "" \ \ \ ~ ---- ! 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"'" --- ~ ~q2 D - -\- - - "j \ \ \\ ~ ()' ~ \ --- ~ \. \ ,~ --- --- --- \. '\ ~\ \ "-... "-. \'\-'-...... '--- ____ --- A '-, \ \ "- ---- 21" tj /i I) ~ ~ IZ~ / / / / ) / / / ----- ,..., / ... ..... ! '....""'" '- .....,""'-........... ......, " ---......... '" "" ~ '..... '... <;'''...... , "', \ , ;' I f I I I f I I -------- ~, ------ \/----- ---..../ --- / i / I I / "\ / ~ / / / ! "----' i f i / ,/ ! ,I / / i i ! / / I / / ! \ \ ~ I \ \ '.....-- ......,-...... -............ ...., "- "''''''~ ~ .............. .".,.:--- --- '..... '" 0<; i~"'" '--........ '....... ................................ ............. ,,~ I l I ',-- -~ j \ I / l I , , \ I , '" '-....... '-....... ~ ') J , --./ ............. I I ------ I \ \ \ \ -- \ ? --~ /1 , Y)f::J q;, ~- ( --- /' \ \ \ aC:>0 '> ( ) / .. \ '\ ( " / \ /' ....~ --- \---'~------ -.... :... ~ -----'------ ," ~'-- -..--...... -~, / --- /' --- ,/' /' ?----... / / -' / / / / , GRAPHIC SCALE 40 0 20 40 ~I' 1 inch = 40 ft. 80 I C:t)z ~ O~ o ~~ ~ ~ 9~ ~ r:rJ ~~ g ~ i~ ~ ~~ ~ / -------- --..." c- o W I- cJJ o z: >--i ....J IT 01 01 01 ..--; o " OJ ('J ..--; ..-1 " ..-1 ,.-; => "") D Cl) 5 ~( '\~ i\tV ~\\ \ ~ " ~""" '" ,,~ ~ ~ \\ , ,,""~~':::"'~ ~~ (/ ~ \ \\ " '~\" "- .~ "".~ ) ( / ~"~~ '. r~ j '" ~ / ~ ~ ~\"" ~ '------- "" / \ ~ // ~ j ~~ ~ // ~,~\ ,,\ // ~ ~ ''''" ~ / --- ~~ \ / X.. / ~~~~ r'~ '^ ~ ~~~~ 1/ \~~ ',I!~l~~ ~~~ ~ / "~0~~" / '. rMK4.~~~NT ...~~ -------- ~ / ~ PROPOSED "'" ~ ~ ~'-, ~ / ~ '~~~ ~~C~: BUfYER" " ~ ""~ "" J ~..~ \ ..,,"~ ~ ~~ ""... '" '. ~ ~" '--.... :::::-::::::.... (:::::; ~ ......~ ~..... ~ ~~~" ~ r- ~..~~ "" ..............' --....::.:~-...- " ......, ~~~ ~ '~ ~~ ~ ~'-""'..."~""'- ~ <::::::::::~~ '~....,~ ~~'--....- " '~ ~ \.....-~, /~ ~~Of~J~~ " ~,~~' ----- -......,~~'-... 'L ~ -......,~ -- ~ ~ ----- ,----- '-...'.:::~~ -y-' \.,\ _____ ~ -~ " r'--....)~ ~, ~ "'------- ~ \- ,~ ,~,,><:,--,~ ~ ----- .......~' l -"""j... ----- ............... '-....-/ ~~-..., ", ----- \.jJ.-.... ........,........, ~--~ ~ / ........-...~ -...... ~ ~ 'r1r:<." ~ / ~ -.... ~t--.... l ..........,.... -:- -.............. / ----- ~ ----- I ----- / ~ / ----- ~-- / -----~ ", " " ~ NOTE: ALL EXISTING TREES WITHIN 100 FEET OF STAKED CHANNEL CENTERLINE ARE TO REMAIN UNHARMED. ~ ~ _~7; ----- PROPOSED TOP OF BANK- \ \ /' "-. .tJ ~" CHANNEL CONSTRICTION OR DOUBLE WING DEFLECTOR ~ /\ \ ~ ,f'.. ~J{~ ~/ /' !Y)' 2t ---------- ~ - -- ~ /--- / -- -- -- PROPOSED RIPARIAN BUFFER LOCA TlON 3'-4' PLANT HEIGHT ""~ ------------- ------ ~ v - 01 3: D 0- L lfl CD OJ D U co ", c o ,,-j +-' (1J U o ,.-; Cl) L l ( J J I J /it /1 . / . \~+ DO I/~ , 4.0 0 \ ^ \ I E (1J Cl) L +-' lfl ", ('J ..-1 o CD OJ D U <! ", lfl 01 3: o \. , " '\ , +-' U ru ,~ o L 0.. ", o ~7 / /.f / / J ,-..., 7 / ~~ ~.j I Ii I , GRAPHIC SCALE 40 0 20 40 ~-~ I I 1 inch = 40 ft. (:t)z " 0 ~ ~ o ~ 5 l<< ~ g~ r:rJ ~~ ~ ~I ~ rn " ~ < ~ C:rJ 80 I ~ 10' f.,ii". , , \ . NCDOT C/~~5 1) flip" '{lop ~ANK --- 'I AU I UJ$ h be ~ ;"t'Y<l/~ ()#lJocl.eci fo Q ~ t tJt;lf , fh t r - - --:...- i VMiob!, (2"- 'f") 1 .. ..... STREAM FLOW M,'I);jt'I/,Im 11/1 d;I)Vyle. fw :; -e// Mt4x. L~~ dilL : 1&71 . , ~ -- ~ 1350 } ~ .:( \\ '.. J 0 J , /t4;V1. of 10';1'1 b~..,k. . . , !lANK ChaV\Y)~\ CO()~+-~l'cfor N,t to Scale CROSS-SECTION View ,. .C\ 'I " r\ I~, r, . ;i - , j\~~ 'Z';!~ \ \ I ,f~;:1 \ 1'Li-' SJ I ~'1~ ~~ ,.-- BANK f{CD01 CI {)$"S 15 12.;f" 12.().f - , , ~ , STREAM FLOW tI' , / , , ,1 / / BANK ])o",~le ~j D e-Ple.c.-fo-r NDT 1-0 ~4:Otle 'Root wads sholl be /2 / I () "'j ~; ". "I+t (J IN" . FOD.J..Cwr I05~ s~alJ be 10'10l'lj w,:"";IfnI..4Y't" T rec. ~oo.,. / 1S ()~fd e r 1$ o..-'\/( I 72e lie.. fh--. ~~f- JJ.t to 5'~o(& EXISTING TREE ~MAX. 10' BETWEEN P CING-, n n PORTS r METAL T POST I OR 2" X 4" 4' NOTES: 1. PLACE CONTINUOUS RUN OF FENCE MATERIAL ON BOTH SIDES OF IMMEDIA TE WORK ZONE IN WOODED AREAS. 2. SET 2 X 4 POSTS OR -r POSTS 3' DEEP WHERE NEEDED TO MAINTAIN MAXIMUM INTERVAL. 3. 'TENSAR' HIGH STRENGTH POLYMER GEOGRID FABRIC BY TENSAR CORPORATION, MORROW, GEORGIA. TREE PROTECTION FENCE NOT TO SCALE . co I ':q. ~3.?\ ~~ " " " , " "~ PLAN VIEW SEEDING SCHEDULE (REVISED: 1-1-86) Shoulders, Side Ditches, Slopes (Max 3: 1 ) DATE Aug 15 - Nov 1 Nov 1 - Mar 1 Mar 1 - Apr 15 Apr 15 - Jun 30 Jul 1 - Aug 15 Mar 1 - Jun 1 (Mar 1 - Apr 15) (Mar 1 - Jun 30) (Mar 1 - Jun 30) Jun 1 - Sep 1 Sep 1 - Mar 1 (Nov 1 - Mar 1) lYPE PLANTING RATE Toll Fescue Toll Fescue & Abruzzi Rye Toll Fescue Hulled Common Bermudagrass Toll Fescue and ***Browntop Millet ...or Sorghum-Sudan Hybrids 300 Ibs/acre 300 Ibs/acre 25 Ibs/acre 300 Ibs/acre 25 Ibs/ acre 120 Ibs/ acre 35 Ibs/acre 30 Ibs/acre Slopes (3: 1 to 2: 1) Sericea Lespedeza (scarified) & Add Toll Fescue Or Add Weeping Lovegrass Or Add Hulled Common Bermudagrass "*Toll Fescue and ...Browntop Millet ...or Sorghum-Sudan Hybrids Sericea Lespedeza (unhulled-unscarified) and Toll Fescue Add Abruzzi Rye 50 Ibs/ acre 120 Ibs/acre 10 Ibs/ acre 25 Ibe/ acre 120 Ibs/acre 35 Ibs/ acre 30 lbe/ acre 70 lbe/acre 120 lbe/ acre 25 lbe/acre Consult Conservation Engineer or Soil Conservation Service for additional information concerning other alternatives for vegetation of denuded areas. The above vegetation rates are those which do well local conditions; other seeding rote combinations are possible. under ...Temporary - Reseed according to optimum season for desired permanent vegetation. Do not allow temporary cover to graw over 12- in height before mowing, otherwise fescue may be shaded out. PROPOSED STREAM TYPE-E6 (DIMENSIONS SHOWN ARE AVERAGE) ENTRENCHMENT RATIO ~ 2.2 SINUOSITY ~ 1.3 WiD ~ 12 SLOPE=0.002 FT /FT TIE TO EXISTING (VARIABLE) 40' RIPARIAN BUFFER STARTS HERE 19' in . co I ':q. ':.ct I. I 11' NOTE: Channel dimensions arrived at using report by the University of North Carolina at Charlotte titled, -Development and Analysis of Hydraulic Geometry Relationships for the Urban Piedmont of North Carolina- PLACE STAPLES 3' APART IN A DIAMOND PATTERN TO KEEP MATTING FIRMLY IN CONTACT W/SOIL IN CHANNELS. ROLL OUT STRIPS OF NETTING PARALLEL TO THE DIRECTION OF FLOW AND OVER THE PROTECTIVE MULCH. -.J TYPICAL STAPLES #6 GUAGE WIRE ANCHOR NETTING IN nie A 12-INCH TRENCH I I. 12-INCH OVERLAP 1.5" JOIN STRIPS BY ANCHORING AND OVERLAPPING I ,; A. ANCHOR THE TOP END OF THE JUTE STRIPS IN A 12 INCH TRENCH. B. TAMP THE TRENCH FULL OF STAPLES, 10 INCH SPACING, 4 INCHES DOWN FROM TRENCH. C. OVERLAP - BURY UPPER END OF LOWER STRIP AS IN 'A' AND 'B', OVERLAP END OF TOP STRIP 12 INCHES AND STAPLE. D. EROSION STOP - FOLD OF JUTE BURIED IN SLIT TRENCH AND TAMPED, DOUBLE ROW OF STAPLES. $< j1 ~, Installation of netting and matting (modified from Va. Div. of Forestry) 1"',1," " . ~ .~ ji: f SPECIFlCA TION GUIDE INSTALLATION OF JUTE THATCHING IN SWALES , A. Preparing a channel and seeding: To prevent meandering, slope channel to center to confine low flows to the channel where thatching will be laid. 1. Fertilization: Lime and fertilize as specified in "Seeding Schedule". Disk as needed but do not cultipack. 2. Vegetative Sprigging: Plant grass sprigs or similar material before the thatching is put down. Spacings for planting may vary, Suggested maximum is 10 x 20 inches. 3. Seeding: Split the application. Sow half the seed before placing the thatching, Plant the remaining half after the thatching is laid. B. Laying the Thatching: The thatching shall be laid on loose soil after all rocks, clods, and sticks have been picked up that would prevent contact with the soil surface. 1. Start laying the thatching from the top of the channel and unroll down grade so that one edge of the strip coincides with the channel center. Lay a second strip parallel to the first on the other side of the channel and allow a 2-inch overlap. If the roll of thatching does not extend the length of the channel. continue downhill with additional rolls. 2. Securing the Thatching: Bury the top end of the jute strip in a trench 4 inches or more deep. Tamp the trench full of soil. Reinforce with a row of staples driven through the jute about 10 inches apart. Then staple the overlap in the channel center. These staples should be 3 to 4 feet apart. The outside edges may be stapled similarly at any time after the center has been , stapled. Closer stapling along the sides is required where concentrated water may flow into the channel. Where one roll of thatching ends and another roll begins, the end of the top strip overlaps the trench where the upper end of the lower strip is buried. Make the overlap at least 4 'inches and staple securely. . 3. Erosion Stops: At any point the thatching may be folded for burying in slit trenches and secured, as were the upper ends. This checks water flow and erosion that may begin under the matting. It also gives improved tie-down. The procedure is recommended on steeper slopes and gentler slopes of sandy soil or areas subject to seepage. Spacings of stops vary from 25 to 100 feet. 4. Diversions: Where diversion terraces outlet into the waterway, the outlet should be protected with thatching used in the same manner as the main channel. The thatching for the outlet is laid first so that thatching in the main channel will overlap the outlet strip. !lJ;:! 5. Thatching-Soil Contact: Get contact between thatching and soil by rolling at right angle after laying. stapling and seeding is complete. Perfect contact is vital to keep water flow over not under the thatching. '", ' 6. Staples: Hairpin-shaped, wire staples, number 8 gauge, 8 and 10 inches long have been used. The longer staples are used in loose or wet soil. Wire staples are better than wooden pegs because the staples can be driven flush with the matting. Wooden pegs extend above the thatching and may catch trash that diverts water flow out of the thatch-protected channel. Wooden pegs may also set up a damaging turbulence. ,.;~. After job completion, make sure the thatching is in contact with the soil at all places and areas are securely stapled down. Inspection: the critical -; ~. ~ CONTRACTOR SHALL PRUNE CROWDED, BROKEN, OR STRAY BRANCHES. CUT FLUSH, LEA VlNG CAMBIUM EDGE CLEAN. ON CENTER (O.C.) DIMENSION VARIES SEE PLAN 3" THK. MULCH LAYER FORM SAUCER 2- DEEP TO HOLD WATER - 1/2 LB. 10-10-10 FERTILIZER PER CU. YD OF BACKFILL OR APPROVED SUBSTITUTE CONTAINER SHRUB INSTALLATION SECTION NO SCALE ~ PLANT AZALEAS AND RHODODENDRONS WITH 1/4 OF ROOT BALL ABOVE FINISHED GRADE PRUNE PROPORTIONALLY TO COMPENSATE FOR REDUCTION OF ROOTS AND TO PROMOTE NATURAL CHARACTER OF GROWTH SHRUB SHALL BEAR SAME RELA- TIONSHIP TO FINISHED GRADE AS PREVIOUS EXISTING GRADE CUT & REMOVE BURLAP FROM 1/3 OF ROOT BALL FORM 2- DEEP SAUCER 3" THK. MULCH LAYER MIXTURE TO BE TAMPED HAND TAMPED PLANTING MIXTURE - 1 PART APPROVED ORGANIC MA TIER - 4 PARTS NATIVE SOIL - 1/2 LB. 10-10-10 FERTlUZER PER CU. YD. OF BACKFILL OR APPROVED SUBSTITUTE SUBSOIL BROKEN WITH PICK V ARIES TWICE ROOT BALL SIZE BALLED + BURLAPPED SHRUB INSTALLATION SECTION NO SCALE NOTES: 1. PLANTING DETAIL APPLIES TO ALL DECIDUOUS TREES AND LARGE EVERGREEN SHRUB~ 2. SHRUB MULCH RING AND PLANTING PIT SHALL BE T'MCE THE DIAMETER OF THE ROOT BALL 3. CONTRACTOR SHALL PRUNE CROWDED, BROKEN, OR LOW BRANCHES. CUT FLUSH LEA VlNG CAMBIUM EDGE CLEAN. STAKE WIRE & TURNBUCKLE RUBBER HOSE PLANTING PIT CENTER OF TREE ROOT BALL THREE 2- X 2- X 2' -6- HARDWOOD STAKES GUY DETAIL PLAN 3 LOOPS OF REINFORCED RUBBER HOSE AT FIRST BRANCHING WRAP TRUNK WITH HEAVY TREATED CREPE PAPER OR STRIP BURLAP FORM SAUCER 3- DEEP AROUND TOP OF BALL TO HOLD WATER #9 GA. ALUMINUM OR GALVANIZED WIRE W/ FLAGGING FOR VISIBILITY, THREE GUYS PER TREE 3- THK. MULCH LAYER 1/2" X 7" GALV. TURNBUCKLE - EA. WIRE EXISTING GRADE HAND TAMPED PLANTING MIXTURE - 1 PART PEAT MOSS OR OTHER APPROVED ORGANIC MA TIER UNDISTURBED SUBGRADE - 4 PARTS NATIVE SOIL - 1/2 LB 10-10-10 FERTILIZER PER CU. YD. OF BACKFILL OR APPROVED SUBSTITUTE LEAVE BURLAP ON BAL~ LOOSEN AT BASE OF TRUNK TREE INSTALLATION SECTION NO SCALE ~z "0 ~ o ~a ~ g~ f_' ~ ~ ~ ~ ~ ~ ~ ~ ~ o iLOT 0.020 acs 4LOT 0.005 acs 5UT1L 0.007 acs 6LOT 0.003 ocs IUTIL (1005 ocs 9LOT 0.013 acs 10LOT 0,004 acs 11UTIL 0.050 ocs 12ROAD 0.016 acs 13LOT 0.015 acs 14ROAD 0.02.3 acs 15L0T 0.007 acs 16L0T 0,022 17UTIL 0.021 acs 18UTIL 0.001 GCS 19LOT 0.020 acs 20LOT 0,009 aC 721UTIL 0,024 ac -0 _w ILO T 4UT 019 es .005 0.005 T 0,005 7'IL 0.002 M. 0.008 2)UTIL 0. (1. )LOT 0.007 ac --22ROAD 0.010 acs 23LOT 0.005 ocs °~ --- 24UTIL 0.023 ocs - 25UT1L 0.002 acs 26UTIL 0.001 acs 27U11L 0.018 acs 28LOT 0,419 acs 29U TIL. 0.0003 acs 3OUTIL 0,004 acs - 31UTIL 0,010 acs 32LOT 0,002 acs 3LOT 0.001 ocs 34UT1L 0.003 acs NUMBER OF IMPACT Si'TES 69 10 91* TOTAL 170 PERMIT TYPE NW12 NW14 NW26 ,ACRES 1.0569 0.1940 1.1945 2.3554 *Note Some impacts resulting from utilities or roods were included in the NW26 total. LOT 0,002 acs 9LOT 0,014 acs 4OUTIL 0.008 oCS 41LOT 0 008 acs 42UTUL 0.0005 acs - 50UTDL 0,07 acs r51UTIL 0.004 acs 52L0T 0.057 acs 98UTIL 0,008 991.1111. 0,012 a 100LOT 0,016 101LOT 0.018 ocs - 102LOT 0.004 ocs 103LOT 0.010 acs 55UTIL 0.032 acs 56UTIL 0.007 acs 57LOT 0,001 ocs 58L0T 0.001 ocs 59UTIL 0.006 ac I- 66ROAD 0.004 acs f r67UTIL, 0.002 �35LOT 0.002 acs 36LOT 0.002 ocs 37UTTL 0.003 acs 54L0T 0.001 \53UT1L 0 004 ac •491-1TIL 0,022 acs 48L0T 0.017 ocs -47LOT 0.024 ocs 46ROAD 0.041 acs 45L0T 0.0003 acs -44L0T 0.016 acs �- - 43L.OT 0.004 acs r"65LOT 0.001 ac TIL 0.009 acs 63U11L 0.004 acs 62UTIL 0.010 acs 61UTIL 0,009 ocs -60LOT 0,002 acs -74UTIL 0.005 ac 73UTIL 0.004 '-72LOT 0,003 ac "`- 71 LOT 0.013 a 70UTIL 0.005 ac °- -69LOT 0.004 68ROAD 0.007 UTIL 0.031 acs - - -- 05LOT 0.001 acs - 76UTIL 0.025 acs r-77LOT 0.002 acs 78U TIL 0,(',' 79UT1L 0 17OUTIL 0008 ac 169LOT 0,003 acs 168UTIL 0.007 ocs 167L0T 0.017 acs t 166LOT 0.013 acs IOUTIL 0.006 acs 81LOT 0,006 acs 82UTIL_ 0.009 acs 1/4.ass-\ 06UTIL 0.069 acs O7UTIL 0.038 acs 64UTIL 0,0001 ocs -87UT 86U TIL 85U T1L 0.004 3'� TIL 0,03 0,004 acs .011 ocs UTIL 0.01 - 108UTIL 0.004 acs - ~-109L.OT 0.005 acs - - 11OLOT 0.015 acs i 111LOT 0,007 acs/ 112ROAD 0.010 9cs 113LOT 0.005 cs 160LOT 0.012 ocs` 161UTIL 0.010 acs- - 162LOT 0.012 acs° 163L0T 0.005 ocs• 164L0T 0.016 GCS-- 165LOT 0.009 acs --- CID S / / 6LOT 0.006 acs 5UTIL 0.047 acs t7 4LOT 0.003 acs ACt_L GO! WH A 83ROAD 0.304 oc 84UTIL 0.0'7 c 12 UTIL 121 OT 120 OT 0. 119U IL 0, 118Rs D O. 117UTI4 0.010 07 acs )C5 t 3L0 10 1 4 LOT TII_ _ ; >45 acs LOT 0,0:, j acs .7 OT 0.00 oc:s 126LOT 0.:111 acs 125ROAD 0.0 51 acs `- 124uTlL 0.O0i3 ocs ;.106 ocs 91UTIL 0. 90ROAD 0,02 acs 32UTIL 0.004 a 14SLOTS 0.018 a 146LOTS 0.00,3 ac 144LOTS 0.011 acs j142L0TS 0.017 acs 1S 0,017 acs S 0.006 acs 0,010 acs 0.036 .._„�„_ 140ROAD 0.012 acs 1 LOTS 0.007 acs 38LOTS 0.012 acs-- - 139LO1IS 0.009 acs 159LOT 0.002 acs 158UTIL 0.004 ocs 157LOTS 0.020 acs 156UTIL 0.004 ocs 155LOT 0,128 ocs 154LOT 0.026 acs ROAD 0.011 ocs 2ROAD 0007 ocs IROAD 0,021 ocs 0.017 acs 0.002 acs 0.003 ocs --- 145LO! S 0.003 acs --143LOTS 0.0002 acs 14I LOTS OTS 0.008 ocs - AND COUNTRY CLUS D MLDAC!S SCALE 40©' UZZLE L. LEE. JR. R -40W PHASE 4 28 LOTS ON GOLF 106 LOTS OFF GOLF .-I I PHASE 3 E 21 LOTS ON GOLF TRE 24 LOTS OFF GOLF 45 TOTAL LOTS 15.7 ACRES KANASKS RD. 1 50 Z 1 49 0 1 '� rn L4 , , f D. W. HOCUTT $ 1_ R - 40W '2 TYPICAL TYPE B LOT 350 ROGER R. ADAMS .0 04 . ,085 LOTS -CLUSTER , PHASE 7 ♦ �i, ��� TRACT R-2 JAMES A. BUFFALOE 149 SINGLE FAMILY )TS. SOUTH MOUNTAIN ASSOC. I ALTERNATE USE: TOW COMES \ N14 47'38"E OR CLUSTER SINGLE AMILY `�N14.22'45'E I 74'75' LOTS. (SITE PLAN TO, BE 65.79' SUBMITTED FOR APPRCIVAL) \ - - - - - - - I R -40W TYW.& 25' SETBACK ON - WAXMYRTLE LEYLAND CYPRESS NOTES: (36" HGT.) (3' - 4' HGT.) 1. A MINIMUM 4' HIGH BERM SHALL BE - - - - - - - --- - - - - - - - - - - - - - LOCATED IN THE 25' BUFFER RUNNING WALONG BROOKWOOD SUBDIVISION. Ld 2. BERM SLOPES SHALL NOT EXCEED 3 : 1. LL_3. ALL PLANTING SHALL BE LOCATED ON SIDE OFVISIONEERM FACING BROOKWOOD I ( m BROOKWOOD ---------------------------j N 1p0 L.F. PLAN VIE_Yl - PLANTING n STA I I "A " 45 LOTS. ON GOLF SUBDIVISION � 81 39 LOTS OFF GOLF 01 84 TOTAL LOTS R - 40W j z 31.9 ACRES IPI ---------- I�I I � --- ----- EASTOVER DRIVE-------------� � I - �---------- I -r---T---T- 25' BUFFER r--1--,---1---T--i---�--�--, v� I I SEE DETAIL "A" ABOVE) I I I I I I 1 l o l 1 I�-, V, I 1 I I I 1 I I_I 1�tkl5o 00 521 37 22a _ _ _ 228 H R-20 520 _ c� 375 S?spJO� lY �� - - - - _ r I / 17 __ I b 10� 519 3 TRACT R- � s*� e• 13 ° � I PHASE 1 _ 85 SINGLE FAMILY LOTS. X93?S 2 4• . '3 - _ ` 1 40 LOTS OFF GOLF 9 54 LOTS ON GOLF !CT RAMILY LOTS. SACT GC-� ALTERNATE USE: TOWNHOMES 2 OR CLUSTER SINGLE FAMILY s18'oi 58'gr 50514 7 ° 94 TOTAL LOTS ALTERNATE USE: TOWNHOMES 8 LOTS. (SITE PLAN TO BE l • 36.3 ACRES OR CLUSTER SINGLE FAMILY SUBMITTED FOR APPROVAL) _ '�:� 7 LOTS. (SITE PLAN TO BE �' I SUBMITTED FOR APPROVAL) M,urvrr=r�'RT'0 - L I L L I E R. A DAM z) TYPICAL 25' SETBACK ON ?• 7 PERIPHERY OF R-12 PR _ - R - 40W 5 I ZONE 25' BUFFER ADJACENT TO 197.97' LOTS AND ADJOINING PROPERTY ISOT'21'�" I 4 (SEE DETAIL "A" ABOVE) I z s NOW OR FORMERLYJ -- o _ _ Lc�INeNCiet SERVICES OF RALEIGH, 1NC. I OLD �Q�` ,D�3j 12i NOTE: DEVELOPER SHALL IMPROVE FRONTAGE OF D.B. 6005 PG. 708 1 STA AQe ` ` - - mss' ..Mf7 \ 1 I WEST SIDE OF OLD STAGE ROAD PER TOWN TRACT 14 I .� 60, ?7.�• �' OF GARNER REQUIREMENTS. I R/yy " '� s' �DD� - S 2r ae �. PHASE 68 � 3e SITE DATA R.O. - _ - _ w 4s3. _ 4 LOTS ON GOLF42 LOTS I ZONING R-12 PR I s - _ 16 TOTAL � OTS FF GOLF i 2 1.1 DU/AC 606 LOTS ?s L4NDSEEM� ~ 5.0 ACRES - - - 43' 395 E PROPOSED DENSITY D / C ( ) �ivr � � _ _ 1 237. AVERAGE LOT SIZE 12,426 SO. FT. _ - S07'43'51M1 IMPERVIOUS SURFACE* 71.2 AC. (13.3% OF PROJECT) RESIDENTIAL DEVELOPMENT FORMERLY � J TOTAL TRACT AREA 534.3 AC. SUMMARY OF, RESIDENTIAL DEVELOPMENT � � � � `� e ` NOW OR 18g w ( 3 >>1, I 3 E LOT TYPE A - 80' WIDTH; 10,00 S.F. MIN. LOT SIZE 277 ��� 1552 PG' �•g1' �1�•5� *IMPERVIOUS SURFACES INCLUDE: STREETS, SIDEWALKS, DRIVEWAYS, � D•8• RESIDENTIAL STRUCTURES, GOLF CLUBHOUSE AND PARKING, POOL (15% SHALL BE 12,000 S.F.) `` - - - �� 19,4 y� .AND RECREATIONAL FACILITIES AND CART PATHS. SETBACKS SHALL BE: �, -- N8�2� of FRONT - 35' ---------� SCA SIDE - 10 60. R/w REAR - 10' SIDE ADJACENT TO A STREET - 25' NOTE: A MINIMUM OF 150 DWELLING UNITS (25%) SHALL BE SINGLE LAND USE SUMMARY _ LOT TYPE B - 70'. WIDTH; 7,000 S.F. MIN. LOT SIZE 248 FAMILY DETACHED. OF THIS TOTAL 90 LOTS (60%) SHALL BE (10% SHALL BE 9,000 S.F.) A MINIMUM OF 12,000 S.F. AND 60 LOTS (40%) SHALL BE A PARK, RECREATION AND OPEN SPACE 303.4 AC. SETBACKS SHALL BE: MINIMUM OF 9,000 S.F. THESE LOTS WILL BE GENERALLY ALONG NATURE PARK - TOWN OF GARNER TRACT NP -1 48.5 AC. TRACT NP -2 68.2 AC. TOTAL NATURE PARK 116.7 AC. GOLF COURSE, SWIM AND TENNIS CLUB, TRACT A TRACT GC -1 19.0 AC. TRACT GC -2 104.4 AC. TRACT GC -3 40.6 AC. TRACT GC -4 12.3 AC. RECREATION PARCEL 4.0 v TRACT A 20.2 AC. TOTAL GOLF AND RECREATION 200.5 AC. R-1 ALTERNATE PHASE 3 E 21 LOTS ON GOLF TRE 24 LOTS OFF GOLF 45 TOTAL LOTS 15.7 ACRES KANASKS RD. 1 50 Z 1 49 0 1 '� rn L4 , , f D. W. HOCUTT $ 1_ R - 40W '2 TYPICAL TYPE B LOT 350 ROGER R. ADAMS .0 04 . ,085 LOTS -CLUSTER , PHASE 7 ♦ �i, ��� TRACT R-2 JAMES A. BUFFALOE 149 SINGLE FAMILY )TS. SOUTH MOUNTAIN ASSOC. I ALTERNATE USE: TOW COMES \ N14 47'38"E OR CLUSTER SINGLE AMILY `�N14.22'45'E I 74'75' LOTS. (SITE PLAN TO, BE 65.79' SUBMITTED FOR APPRCIVAL) \ - - - - - - - I R -40W TYW.& 25' SETBACK ON - WAXMYRTLE LEYLAND CYPRESS NOTES: (36" HGT.) (3' - 4' HGT.) 1. A MINIMUM 4' HIGH BERM SHALL BE - - - - - - - --- - - - - - - - - - - - - - LOCATED IN THE 25' BUFFER RUNNING WALONG BROOKWOOD SUBDIVISION. Ld 2. BERM SLOPES SHALL NOT EXCEED 3 : 1. LL_3. ALL PLANTING SHALL BE LOCATED ON SIDE OFVISIONEERM FACING BROOKWOOD I ( m BROOKWOOD ---------------------------j N 1p0 L.F. PLAN VIE_Yl - PLANTING n STA I I "A " 45 LOTS. ON GOLF SUBDIVISION � 81 39 LOTS OFF GOLF 01 84 TOTAL LOTS R - 40W j z 31.9 ACRES IPI ---------- I�I I � --- ----- EASTOVER DRIVE-------------� � I - �---------- I -r---T---T- 25' BUFFER r--1--,---1---T--i---�--�--, v� I I SEE DETAIL "A" ABOVE) I I I I I I 1 l o l 1 I�-, V, I 1 I I I 1 I I_I 1�tkl5o 00 521 37 22a _ _ _ 228 H R-20 520 _ c� 375 S?spJO� lY �� - - - - _ r I / 17 __ I b 10� 519 3 TRACT R- � s*� e• 13 ° � I PHASE 1 _ 85 SINGLE FAMILY LOTS. X93?S 2 4• . '3 - _ ` 1 40 LOTS OFF GOLF 9 54 LOTS ON GOLF !CT RAMILY LOTS. SACT GC-� ALTERNATE USE: TOWNHOMES 2 OR CLUSTER SINGLE FAMILY s18'oi 58'gr 50514 7 ° 94 TOTAL LOTS ALTERNATE USE: TOWNHOMES 8 LOTS. (SITE PLAN TO BE l • 36.3 ACRES OR CLUSTER SINGLE FAMILY SUBMITTED FOR APPROVAL) _ '�:� 7 LOTS. (SITE PLAN TO BE �' I SUBMITTED FOR APPROVAL) M,urvrr=r�'RT'0 - L I L L I E R. A DAM z) TYPICAL 25' SETBACK ON ?• 7 PERIPHERY OF R-12 PR _ - R - 40W 5 I ZONE 25' BUFFER ADJACENT TO 197.97' LOTS AND ADJOINING PROPERTY ISOT'21'�" I 4 (SEE DETAIL "A" ABOVE) I z s NOW OR FORMERLYJ -- o _ _ Lc�INeNCiet SERVICES OF RALEIGH, 1NC. I OLD �Q�` ,D�3j 12i NOTE: DEVELOPER SHALL IMPROVE FRONTAGE OF D.B. 6005 PG. 708 1 STA AQe ` ` - - mss' ..Mf7 \ 1 I WEST SIDE OF OLD STAGE ROAD PER TOWN TRACT 14 I .� 60, ?7.�• �' OF GARNER REQUIREMENTS. I R/yy " '� s' �DD� - S 2r ae �. PHASE 68 � 3e SITE DATA R.O. - _ - _ w 4s3. _ 4 LOTS ON GOLF42 LOTS I ZONING R-12 PR I s - _ 16 TOTAL � OTS FF GOLF i 2 1.1 DU/AC 606 LOTS ?s L4NDSEEM� ~ 5.0 ACRES - - - 43' 395 E PROPOSED DENSITY D / C ( ) �ivr � � _ _ 1 237. AVERAGE LOT SIZE 12,426 SO. FT. _ - S07'43'51M1 IMPERVIOUS SURFACE* 71.2 AC. (13.3% OF PROJECT) RESIDENTIAL DEVELOPMENT FORMERLY � J TOTAL TRACT AREA 534.3 AC. SUMMARY OF, RESIDENTIAL DEVELOPMENT � � � � `� e ` NOW OR 18g w ( 3 >>1, I 3 E LOT TYPE A - 80' WIDTH; 10,00 S.F. MIN. LOT SIZE 277 ��� 1552 PG' �•g1' �1�•5� *IMPERVIOUS SURFACES INCLUDE: STREETS, SIDEWALKS, DRIVEWAYS, � D•8• RESIDENTIAL STRUCTURES, GOLF CLUBHOUSE AND PARKING, POOL (15% SHALL BE 12,000 S.F.) `` - - - �� 19,4 y� .AND RECREATIONAL FACILITIES AND CART PATHS. SETBACKS SHALL BE: �, -- N8�2� of FRONT - 35' ---------� SCA SIDE - 10 60. R/w REAR - 10' SIDE ADJACENT TO A STREET - 25' NOTE: A MINIMUM OF 150 DWELLING UNITS (25%) SHALL BE SINGLE LAND USE SUMMARY _ LOT TYPE B - 70'. WIDTH; 7,000 S.F. MIN. LOT SIZE 248 FAMILY DETACHED. OF THIS TOTAL 90 LOTS (60%) SHALL BE (10% SHALL BE 9,000 S.F.) A MINIMUM OF 12,000 S.F. AND 60 LOTS (40%) SHALL BE A PARK, RECREATION AND OPEN SPACE 303.4 AC. SETBACKS SHALL BE: MINIMUM OF 9,000 S.F. THESE LOTS WILL BE GENERALLY ALONG NATURE PARK - TOWN OF GARNER TRACT NP -1 48.5 AC. TRACT NP -2 68.2 AC. TOTAL NATURE PARK 116.7 AC. GOLF COURSE, SWIM AND TENNIS CLUB, TRACT A TRACT GC -1 19.0 AC. TRACT GC -2 104.4 AC. TRACT GC -3 40.6 AC. TRACT GC -4 12.3 AC. RECREATION PARCEL 4.0 AC. TRACT A 20.2 AC. TOTAL GOLF AND RECREATION 200.5 AC. BERM___ 2 SECTION SCALE: 1"=10' HORZ TION FRONT - 35' 40.5 AC. THE GOLF COURSE (LOTS 118-125, 172-2259 233-267, 270-310, TYPE 0' SIDE - 10' CDECEMBER 315-318, 323-377, 435-458, 461-483, 519--541) 1997 REAR - REV.: JAN. SIDE ADJACENT TO A STREET - 25' 1998 TOTAL RESIDENTIAL AREA (NOT INCLUDING STREETS) 174.3 AC. COMMENTS) TOTAL DWELLING UNITS (W/0 ALT. LAND USED IN R-1 & R-2) 610 I R-1 ALTERNATE LAND USE - MAXIMUM UNITS - 70 FE 9, DENSITY - 5.4 UNITS/ACRE COMMENTS) REV.: R-2 ALTERNATE LAND USE - MAXIMUM UNITS - 150 (LAYOUT REVISED) REV.: DENSITY - 5ACRE .4 UNITS ACRE UNITS/ (GARNER COMM N DU'S MAX. IF MULTI -FAMILY OPTION STREET MISS IN� (36, IS USED ON TRACTS R-1 & R-2 --MINOR RESIDENTIAL STREET/CUL-DE-SAC 17.5 AC. BERM___ 2 SECTION SCALE: 1"=10' HORZ TION OF GARNER REQUIREMENTS. - - 80.00' 7o.0o' 35' FRONT SET 35' FRCNT SET BACK LINE BACK UNE *NOTE: SIDE YARD •PIOTE: SIDE YARD ADJACENT TO A AI➢JACENT TO A STREET SET BACK STREET SET BACK IS 25' IS 25' PUBLIC STREETS 40.5 AC. STREET TYPE A - CDECEMBER 31, 1997 REV.: JAN. 20, 1998 (GARNER COMMENTS) REV.: FEB. 2, 1998 (GARNER 29' BB WITH SIDEWALK (3,957 L.F.) COMMENTS) REV.: FE 9, 1998 (GARNER 0.5 AC. COMMENTS) REV.: JU�Y 31, 1998 (LAYOUT REVISED) REV.: AUGUST I 19, 1998 (GARNER COMM N OF GARNER REQUIREMENTS. - - 80.00' 7o.0o' 35' FRONT SET 35' FRCNT SET BACK LINE BACK UNE *NOTE: SIDE YARD •PIOTE: SIDE YARD ADJACENT TO A AI➢JACENT TO A STREET SET BACK STREET SET BACK IS 25' IS 25' PUBLIC STREETS 40.5 AC. STREET TYPE A - COLLECTOR, 60' R.O.W., 35' BB 14.2 AC. WITH SIDEWALK (9,850 L.F.) STREET TYPE B - RESIDENTIAL STREET, 50' R.O.W. 4.4 AC. 29' BB WITH SIDEWALK (3,957 L.F.) STREET TYPE C - RESIDENTIAL STREET, 50' R.O.W. 0.5 AC. 29' BB (400 L.F.) STREET TYPE D - MINOR RESIDENTIAL STREET/CUL-DE-SAC 3.7 AC. 50' R.O.W., 35 BB WITH SIDEWALK(3,150 L.F.) STREET TYPE E --MINOR RESIDENTIAL STREET/CUL-DE-SAC 17.5 AC. _ 50' R.O.W., 35 BB_ (14,1.00 L.F.) L ER9 NC REV.: JAN.28, 199a (LAYOUT REVISED) SCALE IN FEET mopm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~- ,.; : ~'. ...Ji ',~, [Jl ~ r )> Z o - .. It ~ o o .:..... h,:' .' ..~~ ~:,'~~'" 11:}, , '" :>;, ",- ,v' _ ,/",:: .....'"~~~.. .<t,,' ':'." ...: ..' . ~. - , ~ . : ,~t.:. .:~ 't.;, ..,.,\,' ':-, o I o (J) --i ):> G) fTl GJ o I '1 ):> Z o o I C 'CO' , " ) .,,~_jiifi*' _ _ 4~&' .,,-~:...: '; n _ '.' _ _U _U--..J UOl' ~,O ,0..... .O-;UJ ~V1p po 000 O---..J ON ~ag aO 0"" Ul ...... ~- -~.... ,tN~ O,(J1 ......0' l/l.....0 U)-; o U) 0' OPO -10 0000 U) 010000 O~UOOP :;looU09 OOCN--..J UlUl()a "'00 1II0 Ul ~ o - "'1'!'::O O~ )>- o p ~,' I') (J1- , ......(J1- ;U/V(]I...... 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FF: ~11tUNK '-.... -------- -- - 'l> / )<~; ':~L:1Nt>-.: .... '.':::::~ ~,'" ..",// ,- ..../>/)..,.~~.:~:...............:~~?~,:~~~,-,~,V~~,~~~,R,~N,/. .. /./ <;'>:::/:=:.~~~~~,"LINE ~'" ", '>" /"'<..... /'~ /" //...'>....." ~'..... ~ -'< // >'<..~~ //-:: ..'~..~/~:; ........... " .'., ~ , /" "",>", ,..r"/, /'._ /"--"- ''.;<~~ / ~~ --'~ ~ / o ~ U1 OJ '!j / \NOTE: ALL EXISTING TREES WITHIN 100 FEET OF STAKED CHANNEL CENTERLINE ARE TO REMAIN UNHARMED. CONSTRUCTION SEQUENCE: 1. MAINTAIN EXISTING EROSION CONTROL MEASURES AROUND EXISTING STREAM. 2. CLEAR AREA NECESSARY FOR INSTALLATION OF RELOCATED CHANNEL 3. EXCAVATE PROPOSED RELOCATED CHANNEL, LEAVING MINIMUM 15' EARTHEN PLUGS ON EACH ENDS TO PREVENT CONNECTION TO LIVE STREAM SYSTEM. 4. OBTAIN NECESSARY PERMITS. 5. SEED ENTIRE STREAM CROSS-SECTION ACCORDING TO SEEDING SCHEDULE AND INSTALL EROSION CONTROL MATTlNG PER MANUFACTURER'S SPECIFICATIONS ALONG ENTIRE LENGTH OF EXCAVATED CHANNEL. 6. INSTALL TREE ROOT/BOULDER BANK REVETMEN~ CHANNEL CONSTRICTORS AND DOUBLE WING DEFLECTORS IN LOCATIONS SHOWN. 7. INSTALL BANK STABILIZATION PLANTINGS, SILT FENCE AND SILT FENCE GRAVEL OUTLETS. 8. UPON APPROVAL OF WAKE COUNTY EROSION CONTROL OFFICER, REMOVE EARTHEN PLUGS AT ENDS OF RELOCATED STREAM. 9. DIVERT FLOWING WATER FROM EXISTING STREAM CHANNEL INTO RELOCA TED STREAM CHANNEL. 10. FILL EXISTING CHANNEL 11. UPON STABILIZATION OF PROPOSED RIPARIAN AREAS AND APPROVAL OF WAKE COUNTY EROSION CONTROL OFFICER, REMOVE SILT FENCE AND SILT FENCE GRAVEL OUTLETS. ............. / I / '" \ \ \ ---- ----- ---- .........--- \ \ '" "'" "-..... //' // / \ ) " NO;TE: GRADE TO PROVIDE POSITIVE DRAINAGE TO SILT F;:ENCE GRAVEL OUTLETS. AT l~LL OTHER AREAS, FOLLOW /CROSS-SECTION DIMENSIONS. / / I / ':---..... ............. 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