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HomeMy WebLinkAbout20120960 Ver 1_Plans_20121016I- i • �gS St O� )PW'ES SITE i P NAAIN S7 T� W Mp \N S'T 51 PNO m Vicinity Map Not to Scale BEFORE YOU DIC.I CALL 1- 800- 632 -4949 N.C. ONE -CALL CENTER ITS THE LAW ]Ellkan Creek Stream Corridor Improvements Elkin, ETC for ]Pilot View, Inc. 60% PLANS ISSUED SEPTEMBER 19, 2012 nfj 1 6 2012 Sheet Index Title Sheet 0.1 General Notes and Symbols 0.2 Sheet Index 0.3 Overall Plan Sheets 1.1 -1.7 Detailed Design Sheets 2.1 -2.5 Planting Plans and Schedules 3.1 -3.2 Details 4.1 -4.2 Project Directory Surveying: Dewberry 6135 Lakeview Road Charlotte, NC 28269 John B. Primm, PLS 704 - 509 -9918 Engineering: Wildlands Engineering, Inc License No. F -0831 1430 South Mint Street Suite 104 Charlotte, NC 28203 Aaron Earley, PE 704- 332 -7754 Owner: Pilot View, Inc. 2714 Henning Drive Winston Salem, NC 27106 Charles Anderson 336- 750 -0522 G � ¢W.1�aa� raZ Vi3F: k, 1 r� led R-9 C� d VL ,,I IFr"71 H "s r E t. JIM I W .si z • Proposed Bio0lter Proposed Gravel Infiltration Drive Aisle Proposed Crushed Stone Pkmk: Area Proposed Enhanced view Proposed Deciduous Shrub 0 Proposed Deciduous Tree **,`7IF,c* Proposed Evergreen Screening m C � ZZ�xg z 9) V4 qa U U 111-4 f� b Q� e-1 a .4 0 m �s v z N v M, w fi g d * 1; Existing Edge of Pavement '. Memorial Park Drive Existing Edge of Pavement 16 +00 --- -� - - -- Existing/Proposed Thalweg Existing Sanitary Sewer '!',;',� Proposed Major Contour __...-._.._. _...._.:,- ._...._...._....._.,, _.._....... -._— Existing Underground Utility Proposed Minor Contour - - -- w- w- - - - - -- r,• -- Existing Water Line Proposed Ditch Stabilization y ...... Existing Fence -- - -- .... - - -- Existing Ditch Centerline Proposed Woody Buffer - -- - -- - 160 - -- -- Existing Major Contour -- - 707 Existing Minor Contour /�. Proposed Low Growing Woody Buffer Existing Overhead Electric Existing Power Pole Proposed Native Grass Buffer Existing Storm Pipe x- - Proposed Remove Select InvasivesNines Existing Path Existing Tree and Shrub Proposed Landscape Bed Existing Bench �? Z Proposed Remove Select InvaslvesNines Existing Sign and Live Stakes • Existing Wooden Post Existing Sanitary Sewer Manhole Proposed Live Stakes Existing Guy Wire Proposed Grass Pavers Proposed Bio0lter Proposed Gravel Infiltration Drive Aisle Proposed Crushed Stone Pkmk: Area Proposed Enhanced view Proposed Deciduous Shrub 0 Proposed Deciduous Tree **,`7IF,c* Proposed Evergreen Screening m C � ZZ�xg z 9) V4 qa U U 111-4 f� b Q� e-1 a .4 0 m �s v z N v M, w fi g d * 1; I 0' 20' 40' 60' (HORIZONTAL) r ;Zak a �Z��FWE w fW �2 i-a a AEAI b f3 �I . F_y Ir : $ 2 t z 4k �7 H , W M 9 m w Q A g �1m l - Fill. CUT EXCESS 30" CMP/ INSTALL BOULDER OUTFALL MEMORIAL PARK DRIVE s I - I IVL VI -/l BUFFER X,. a� b O O C�1 64 n U. z z �g � ` ,! � � W J �OO4S~O 0 CIO' O c� O z r4 a _ v b U :x W v a 0' 20' 40' 60' $ E (HORIZONTAL) $ S _ 20' 40' 60' (HORIZONTAL) m dJ� �Mz B i g Hz a N 6 m F W E 4�y9�5 4 G�tio 5� Co. a� a b b gi YQ u n a Qll 5 .8 .Tw N O a r f � I I I I I+ I+ I N I� rl I(n Q I wI LANDSCAPE BED z , SEE SHEET 2.3 WOODY E - _. BUFFER1, ( F 5.D TYP., ` "- EVERGREEN SCREENING 11 All 0. 20' 40' 60' (HORIZONTAL) m n g 3Zzp SKaaa lzl;vo C4, 1G� rO.JJ b tb z CI1 w 8 b. C� L) v a 1 m — ---_+ r 124+00 LIVE STAKE - _ 2' - i' ,25+00 STREAMBANK SEE DETAIL 3 5 SHEET 4 2 i ctOv ry 1 Y.Jr/ ✓ i IVE ±I ± MEMORIAL PARK DRIVE / C / a i 3 °.. -... 1�^') ._...._..... .... ... _......... ._ ..... -d 3!) ..._.... ...._..._.._..... 71 :, �. - ........__.__ 3N) . -.._ ...� 1N0 . .. -. __ 3H`• , J i 1 QI 1 � I I I � 1 I I I 0' 20' 40' 60' (HORIZONTAL) cr z, A aZ Fw s~ a� P. 0 b b 7 ° u x z l!/1 u !-'--! ot cm N � b 'zs U � b 1111 z < >! \�k( ��� ±~ ƒ � A � c" / Q � § � � 164� U w 2 � �4 § -4 � � u § � 44 � ; _ U \ § Q d 2 2 m a§§ §¥ ! � }��� !•i // 4 20' 40' 60' 1-9 (HORIZONTAL) I 3�` ='�aaa 9 rA Q 64 U 64 -4 M; ol r. al ,fig 1 640 N/ a. qj LIVE STAKE STREAMBANK SEE DETAIL 3, SHEET 4.2 137.20 137*0q. WOODY BUFFER - 5 .0 TYP. GRASS PAVER PARKING 16 SPACES. SE E SHEET 2.5 INFILTRATION GRAVEL DRIVE AISLE 10.0 TYP GRASS PAVER PARKING 23 SPA CES. SEE SHEET 2.5 5.0'TYP. MEMORIAL PARK DRIVE BIOFILTER LANDSCAPE BED SEE SHEET 2.5 20' 40' 60' 1-9 (HORIZONTAL) I 3�` ='�aaa 9 rA Q 64 U 64 -4 M; ol r. al ,fig 1 640 905.00 900.00 895.00 890.00 888.00 0.00 - STREAMBANK STABILIZATION ! r': t o IL Q��p _ r SECTION A -A STATION 106 +80 - 108 +00. CRUSHED STONE PICNIC 910.00 AREA 905.00 EXISTING GRADE STREAMBANK STABILIZATION SECTION B -B STATION 110 +75 - 112 +10. 10.00 20.00 30.00 40.00 0' 4' 8' 16' (HORIZONTAL AND VERTICAL) 50.00 - - - -- _- - -- - -- _, ..._ on .. - MATTING - SEE DETAIL 1 ' SHEET 4.2 COVER LOGS' ,. _ X - f-- - 900.00 _..._ \.... f ........ LIVE STAKE LOWER 1/2__ STABILIZE DITCH = SEE DETAIL 4, SHEET 4.1 OF STREAMBANK - SEE DETAIL 3 SHEET 4.2 - m, 1395.00 _.. ..... _ .. _....._._._... _PROPOSED GRADE _ - ___....._ . ...... ........... ........ . _.. . .... .... _.. ......... .... REMOVE EXCESS CMP/ 0' 10' 20' 30' (HORIZONTAL) _.INSTALL BOULDER PROTECTION' SEE DETAIL 3. SHEET 4.1 _ 890.00 107-00 �- -40.00 -30.00 -20.00 -10.00 0.00 0' 4' 8' 16' --' -- ~--- '• --"� "' 0' -" 10' 20' 30' (HORIZONTAL AND VERTICAL) " '`---`- -.- ' "- -- _- .- AL ) (HORIZONTAL) STREAMBANK STABILIZATION SECTION B -B STATION 110 +75 - 112 +10. 10.00 20.00 30.00 40.00 0' 4' 8' 16' (HORIZONTAL AND VERTICAL) 50.00 - - - -- _- - -- - -- _, ..._ on titi� �G 0¢ 4 5� CO b b O 4� U i� s�a�� O UO COVER LOGS' SEE DETAIL 2, SHEET 4.1 STABILIZE DITCH = SEE DETAIL 4, SHEET 4.1 0' 10' 20' 30' (HORIZONTAL) titi� �G 0¢ 4 5� CO b b O 4� U i� s�a�� O UO a I it ------ � 21.3' EXISTING GRADE 6.0' TYP. 4" LAYER OF STONEDUST CROSS SLOPE WITH EXISTING GRADE TO DRAIN (1%-2% TYP.) T COMPACTED SUBGRADE-7 4" LAYER OF AGGREGATE TYPICAL SECTION NTS 4 i FISHING PIER DESIGN TO BE DETERMINED LAYOUT PLAN rf) ---I -v . ..... 41- 41 22.4 cy) .1 12.4' x: 4 i FISHING PIER DESIGN TO BE DETERMINED LAYOUT PLAN 0. 4' 8. 16' p (HORIZONTAL) :zt u as 2 r. n 1 cf) rf) ---I > .1 0. 4' 8. 16' p (HORIZONTAL) :zt u as 2 r. n 1 cf) I 4 0, 10, 20' 30' (HORIZONTAL) DHO I LAYOUT PLANS EXISTING GRADE 4" LAYER OF MULCH OR PINE STRAW SLOPE TO DRAIN NON-COMPACTED SUBGRADE I 41 ct 7 (SEE SHEET 3.X FOR PLANTING DESIGN) 14 7 Fz Z mow r. 0 z v ji;l , z V;z _. SLOPE TO DRAIN o C, 12" LAYER OF PLANTING MEDIUM TYPICAL SECTION NTS 11 0. 4' 8' 16' (HORIZONTAL) 4 U Xv w cl Qj F n' I 41 ct 7 (SEE SHEET 3.X FOR PLANTING DESIGN) 14 7 Fz Z mow r. 0 z v ji;l , z V;z _. SLOPE TO DRAIN o C, 12" LAYER OF PLANTING MEDIUM TYPICAL SECTION NTS 11 0. 4' 8' 16' (HORIZONTAL) 4 U Xv w cl Qj IF 1 TT l o l GRASS PAVER PARKING - 22 SPACES ZEDGE OF EXISTING PAVEMENT D H O - -- -- -- —_____ __ 3 H O _ ____ ____ _ 3 H O _____ __ _ _ A HO LAYOUT PLAN EXAMPLE SECTION AND DETAILS SOURCE: http: / /www.grassypavers.com 0' 10' 20' 30' (HORIZONTAL) Z. UFw rr w k. 0 �� o�,o�oG��o �o a� a b r iy=I 41 U t4 E z W V .-4 �1 w 8A .§D 44 n� ca d1 .� a v, y _ too- 'f �'ir:'�►_ s. mow! i�►!►.� ilrnrr,�,w:"n#�_ :. 87,v* . �. EXAMPLE SECTION AND DETAILS SOURCE: http: / /www.grassypavers.com 0' 10' 20' 30' (HORIZONTAL) Z. UFw rr w k. 0 �� o�,o�oG��o �o a� a b r iy=I 41 U t4 E z W V .-4 �1 w 8A .§D 44 n� ca d1 .� a v, y a a ol 10, 20' 30' (HORIZONTAL) 6" CURB GRASS PAVER PARKING BAY 3:10FILTER Ao TYPICAL SECTION PROPOSED INFILTRATION GRAVEL DRIVE AISLE ti Ln gp!z 00 co as ­4 164 u U z r4 4-1 All F 2w 'T I bL rl CO 14 (IJ cu ;- I� C9 W W s s WOODY BUFFER (RATE a 681 STEMS /ACRE) Specks Common Name Spsckg Mk- CNlper % Colds canedensis American Redbud 8 ft 025 -1.0' 10 Acevnegundo Boxekler 8R 025' -1.0' 15 Ouercus phesos Willow Oak Oft 028' -1 A' 7.5 Plenbs occideidetis Sycamore 8 R 025 ur 20 Sews ngre River Bkch —aft 025 -1.0' 10 Carnes Sands Fbwering Dogwood It 025' -1.0' 10 FraxaWS pevmsydvanrce Orrin Ash 8 R 025 -1.0' 20 Quera/a robe Natlrarn Red Oek eft 025.1.0' T.5 C� LOW GROWING WOODY BUFFER (RATE a 681 STEMS /ACRE) Specks Common Nacre 8Paekg Nti. CaMpeY % Coryius mnelkWw American FWert 82 o25' -t A' 20 V/bu,n,M dMgkrm Amwnmod 8 R 025 -1.0' 15 Cdedae akstlb01 Summereweet 8 ft 028' -1 A' 20 Comus anonssn Silky Dogwood 8 ft 0.2V-1Z 20 cmkwpe wwd ms Beautybamy 8 ft 025 -1A' 15 Sympharf— arblwlebs I Corelbeny BR i 025 -1A' 10 NATIVE GRASS BUFFER (RATE .2g LBS I ACRE) Scientific Name Common Name % Composition Fe9uu rube ssp. Rubm Creeping Red Fe— 21 E"WS virginicus Vkgkk Wild Rye 21.5 Dahw*W— dendesba Tlop Deer Torque 28 Tdpsacum dadAkiidas EasNrrr Goma Grass T AgmWs eroro Wbm Creapkrg berrgrse 1.5 Rudbedde hire Bock Eyed Susan T Schizedryrium scaPedrss LftOs Blue Skm 7 swuh aOVmnrrkns Indkn Grams 7 C� LIVE STAKES (RATE a 3' O.C. ROWS) SPeeks Common Name Speekg Min. Cal % saux ]MlCes SAY W210w 3R O.C. 025 -1.0' 1 60 Caney amorranrr SAY Dogwood 3R O,C, 025' -1.0' 1 40 I= f. L I ER N ST SEED MIX ERN M X — 180 ®5 LB S ACRE -- ,, A —126 ©30 LB S/ ACRE N D ERN ST SEED MIX E RNMX r f, ;OR APPROVED EQUALS. ............. f •f _ ! Y �• * ~� 'f� �. .� '` .f tit f, r - ' �7 a a _ a " { F MEMORIAL PARK DRIVE a 10, 20' 30' (HORIZONTAL) zzm`g� �u;u 1mz .rZ !1_ w. s �1 �i ° u U � 03 l01 i �I Y Ef IF' .S" Cd l� a °A as � >b � �yy ^^t�� F+�d c� 0 Vd U e za ' l l+ _ L ti PLANT BIOFI TER AREA WITH zzm`g� �u;u 1mz .rZ !1_ w. s �1 �i ° u U � 03 l01 i �I Y Ef IF' .S" Cd l� a °A as � >b � �yy ^^t�� F+�d c� 0 Vd U e za ` I ~ Existing 15" Hardwood —7. ---E--- —��.--� --- --- ---ur~~�--| Oak �� 5 _ Rhododendron _~ 4 — Rhododendron oo|nndu|ooeunn 4 — Rhododendron oo|ondu|000unn 1 — Chiononthua virqinicus 0. 10, 20' 30' 6' � � Z�� � g- �a � - � = Existing 15" Birch ExistirExisting 12" Birch UQ � � w� GENERAL NOTES 1. NUMBER, LOCATION, SIZE, AND EXTENTS OF LOGS AND BOULDERS SHOWN ARE APPROXIMATE ACTUAL NUMBER LOCATION, SIZE, AND EXTENTS TO BE DETERMINED AS DIRECTED BY THE PROJECT ENGINEER. FU 6" TO 12" DIAMETER WOODY DEBRIS WORKED INTO RIFFLE SUBSTRATE 3" TO 6" HEAD OF RIFFLE TOP OF BANK (TYP) RIFFLE TAIL OF RIFFLE i NATIVE RIFFLE SUBSTRATE f 12" - 36" DIAMETER BOULDERS WORKED INTO RIFFLE SUBSTRATE Profile A -A' W. Plan View TOE OF SLOPE (TYP) HEADER BOULDER --1 FOOTER BOULDER Section A -A' Boulder Outfall Protection 4 -I Not to Scale ;n TOP OF BANK j5 A � g � z2 w ti BASEFLOW WATER 2 6 >o Y SURFACE ELEVATION 0, u F W E TOP OF BANK i TOP OF BANK w TOE OF SLOPE (TYP) 6" - 12" BRUSHY MATERIAL TOP OF BANK WORKED INTO ROCKY SUBSTRATE TOP OF BANK (TYP) TOE OF SLOPE W TO 1 r DIAMETER LOG B' DOWNSTREAM RIFFLE BASER.OW WATER WORKED INTO RIFFLE TOP OF BANK SURFACE ELEV SUBSTRATE 12" MINIMUM 12" - 36" DIAMETER BOULDERS WORKED INTO RIFFLE SUBSTRATE LOG EXPOSED r TO 6" ABOVE Plan View FINISHED RIFFLE ELEVATION 6 MIN. Section B -B' I Boulder and Wood Riffle Enhancement M'1 Not to Scale — BASEFLOW WATER HEADER BOULDER CLASS X RIP RAP SURFACE ELEVATION \S. FOOTER BOULDER (TYP) iW NONWOVEN ELEVATION VIEW FILTER FABRIC X B x GENERAL NOTES: STREAMBED 1. LOG SHALL BE A HARDWOOD SPECIES X 1 EXISTING 30" CMP —\ X s X 1. IF BEDROCK IS ENCOUNTERED WITHIN THE X X TOP OF BANK ITYP) Section B-W 0 A �I A' NONWOVEN X ENGINEER. FILTER FABRIC W. Plan View TOE OF SLOPE (TYP) HEADER BOULDER --1 FOOTER BOULDER Section A -A' Boulder Outfall Protection 4 -I Not to Scale ;n TOP OF BANK j5 A � g � z2 w ti BASEFLOW WATER 2 6 >o Y SURFACE ELEVATION 0, u F W E TOP OF BANK i TOP OF BANK w PLAN VIEW Section A -A' 2 Cover LoLr 4'I Not to Scale TOP OF COVER LOG AT BANK SHALL �y MATCH ELEVATION AT HEAD OF NEXT DOWNSTREAM RIFFLE BASER.OW WATER TOP OF BANK SURFACE ELEV 6 MIN. s� — BASEFLOW WATER SURFACE ELEVATION \S. MIN. PLACE BOULDER ON TOP OF LOG TO STABLRE LOG iW Gp ELEVATION VIEW co NOTE: GENERAL NOTES: I 1. LOG SHALL BE A HARDWOOD SPECIES WITH A 12' MINIMUM DIAMETER 1. IF BEDROCK IS ENCOUNTERED WITHIN THE y® PLAN VIEW Section A -A' 2 Cover LoLr 4'I Not to Scale (1 Ditch Stabilization 4.1 Not to Scale UNDER RIP —RAP E 4 Rte+ v C) W �y s� b iW co �� GENERAL NOTES: 1. IF BEDROCK IS ENCOUNTERED WITHIN THE y® LIMITS OF THE TOEWALL, BEGIN TOEWALL ON U 0 THE BEDROCK OR AS DIRECTED BY THE ENGINEER. 2. CONTRACTOR TO USE CLASS I RIPRAP. T, B, AND H VARY DEPENDING ON EXISTING CONDITIONS OF DITCH (Q �I .b l (1 Ditch Stabilization 4.1 Not to Scale UNDER RIP —RAP E 4 Rte+ v C) 2- g B' MIN. DVERLAB IN DOWNSTREAM DIRECTION 2 ., .1i AT MAP ENDS 't•� rc STAKE (TYP) x M TOP OF BANK Z d• Won TOE OF SLOPE w Plan View - Typical Stake cttS35 0 �'� EROSION CONTROL v p �~ MATTING (TYP) TOP OF BANK ,q4p \ f�� SECURE MATTING IN 2x CONTAINER WIDTH 1�`S 6' DEEP TRENCH STAKE (TYP) TOE OF r Section View r1Erosion Control Matting 4.2 Not to Scale 4A fcil o LIVE STAKE (TYP) T OP OF BANK f TOE OF SLOPE r .. Section View LIVE STAKE (TYP) TOP OF BANK A x A A A —/24.4 A A A A A A A A A A A A A A A A A A TOE OF SLOPE Plan View NOTE: t. LIVE STAKES TO BE PLANTED IN AREAS AS SHOWN ON PLANS AND DIRECTED BY THE ENGINEER. � Live Staking 4.2 Not to' Te 12' TO 2' DIAMETER p O� r� Live Stake Detail (Containerized Planting 4.2 Not to Scale BUFFER WIDTH VARIES BANKFULL If RESTORED r C NEL SPACING PER PLANTING PLAN Section View 0 ♦ \'=♦ ♦ mr, �G� : \h�G\ � h ®yr@heyteh♦G�G♦L� `�G`"�� INSERT THE DIBBLE, OR SHOVEL, STRAIGHT DOWN INTO THE SOIL TO THE FULL DEPTH OF THE BLADE AND PULL BACK ON THE HANDLE TO OPEN THE PLANTING HOLE. (DO NOT ROCK THE SHOVEL BACK AND FORTH AS THIS CAUSES SOIL IN THE PLANTING HOLE TO BE COMPACTED, INHIBITING ROOT GROWTH. REMOVE THE DIBBLE, OR SHOVEL, AND PUSH THE SEEDLING ROOTS DEEP INTO THE PLANTING HOLE. PULL THE SEEDLING BACK UP TO THE CORRECT PLANTING DEPTH (THE ROOT COLLAR SHOULD BE t TO 31NCHES BELOW THE SOIL SURFACE). GENTLY SHAKE THE SEEDLING TO ALLOW THE ROOTS TO STRAIGHTEN OUT. DO NOT TWIST OR SPIN THE SEEDLING OR LEAVE THE ROOTS J- ROOTED. 3 INSERT THE DIBBLE, OR SHOVEL, SEVERAL INCHES IN FRONT OF THE SEEDLING AND PUSH THE BLADE HALFWAY INTO THE SOIL TWIST AND PUSH THE HANDLE FORWARD TO CLOSE THE TOP OF THE SLIT TO HOLD THE SEEDLING IN PLACE. DIBBLE BAR PLANTING BAR SHALL HAVE A BLADE WITH A TRIANGULAR CROSS-SECTION, AND SHALL BE 12 INCHES LONG, 41NCHES WIDE AND 1 INCH THICK AT CENTER. ROOTING PRUNING ALL ROOTS SHALL BE PRUNED TO AN APPORIATE LENGTH TO PREVENT J- ROOTING. O PUSH THE DIBBLE, OR SHOVEL, DOWN TO THE FULL DEPTH OF THE BLADE. Bare Root Planting 4.4 140t to ZlcWc ) %h PG r�ri 2hS ir'�i r r r Sei� 4jrejrC ,t:�/ �hehrerieri'er�eoeri0r$rei PULL BACK ON THE HANDLE TO CLOSE THE BOTTOM OF THE PLANTING HOLD. THEN PUSH FORWARD TO CLOSE THE TOP, ELIMINATING AIR POCKETS AROUND THE ROOT. NOTES: 1. ALL SOILS WITHIN THE BUFFER PLANTING AREA SHALL BE DISKED, AS REWIRED, PRIOR TO PLANTING. 2. ALL PLANTS SHALL BE PROPERLY HANDLED PRIOR TO INSTALLATION TO INSURE SURVIVAL. O 1 �"e�rrr ih +heir ®� h a►r/ehe��r�rrerrer /rr�. he ei�irehc /�iierieheG�, REMOVE THE DIBBLE, OR SHOVEL, AND CLOSE AND FIRM UP THE OPENING WITH YOUR HEEL BE CAREFUL TO AVOID DAMAGING THE SEEDLING. �I b �I C� 1� fla e-� I z �0y id • p_y FI 03 u 0 b m tai a--, i _ w C1 8 V