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Home My WebLink AboutSW4110401_Plansheets_201105184 t- WNNA LAALF 2., f7REDAtf DMW TRW = HEAD OF 60d NAIL IN POWER POLE ELEV. 887.66' el 60d CONTROL POINT #2 (FOR CHECK, BASE OF NAIL NC GRID COORDINATES NAIL AT POLE = 887-64 Rqs WV AIM06 N 866105.448 E 1596787.064 IRS 'INV 88.E 78 THOMAS L. CREWS, JR. AND WIFE WATONA D8 1663, PG. 4071 jM P.I.N. 5896-65-8799 40 OAK CONTROL POINT #1 R 60d NAIL INV OUT 866J01) f cURS & 00 NC GRID (NAD83/2007) TANDARD INV IN M. 09' COORDINATES __4 N 865746.843 E 1596500.727 ;�_�kscp q 0 b I INV OUT OW; dj6 j 11� It I ELEV. 059.90 (NAVV00) 1� I i I CGF: 0.9999502 1 z VICINITY MAP NOT TO SCALE 9 '40!�' A I AMC i � I INV W pK ss--j"SAN. SFWR MH 889. 83, INV IN 879.81' V.C. N 8 INV OUT 879.84' 3., SS SS SHELF 880. 5' Ul) SAN. SEWER AIH 14.7 2' Ef RIM 8,90. 69' + 887.5 112 OP Cn %0 C/1 INV 880, 3' W38'WE 3"k 112 EIP 0 DE NO 'M me 6, D. t WATER uAc PER a IF ry OF 0 IRS GWDMLL INDUSM WNSTM-SAL& DRAWNG K-7 DB 2953, PG. 379 AND CIFYICOUNTY PROJECT 11612, TAX P.I.N. 5896-65-76p9 StffEr rxj R-3M.28' 0.457 ACRES± 1 21 L=34.97' NC GRID -C�. N75!27'08'F-, 34,97' IN 865696.413 E 1596498.656 fi pa SBT30'13*E 32,40 f 1 CONCRETE IRS AXLE S8r30'1 131.91, HOLE IN C0IIfCRE7F-"1 890.0 S87*30'1 j*E F 15.69' MTAL) DROP INLET GRATE 869.22 C14 INV 88567' SANDRA B. REICH SUE B, KIDD DB 2929, PG. 2685 1AX P.I.N. 5896-65-9508 FXOMSE VIENNA VOLUNTEER FIRE DEPT-, INC. Ch DO 1797, PG. 3299 n' TAX P.I.N. 5896-65-3599 A • GOODWILL NPLMWS or I go DB 2918, PG. 3152 7556 J Q=LL WOLVESQF- N0WHWE5TNQ___ TAX P,T. 5896-65 DB 2907, PG. 3752 0.719�ACRES± TOUL TAX P.I.N. 5896-65-5565 0,040 A�RES± IN � /W 1 MCK 1.061 ACRES± 0-6W IIIIIrM± N�T HEADWALL p INLET ORA IF 887 21' Clt INV. 884.21' /0) ca 385-5 TBIA UPPER FLANGE BOLT ON HYDRANT ELEV. 888.91' aWCRE DROP MET GRATE al 77' LEGEND INV IN 882 32' EXISTING IRON PIN 0 EIP INV OUT 881-02' EXISTING REBAR 0 EIR 145 - 7. NO POINT SET 0 NPS 15' RCP IRON REBAR SET & IRS 15 R-14MOO' WEN nMA T CABLE PEDESTAL LP-209.80k YARD MET TELEPHONE MANHOLE T SOV0.3"591, 209.el' (2AB 01MfilRED) T CURB T TELEPHONE PEDESTAL T -1 _ _JNLETfT�NOAT) 882,54' f GUY WIRE (D TOP OF CURB 885.39'- C/1 INV 878.5'1 ORA IF W4.69' LIGHT POLE R-11204.78' DRCP INXT C/t INV 8W.&T. ROO GRATE 875.08' UTILITY POLE R=1215.36� qmws iN IN wR r '40-W, 162.5S L=14.97' ftfV OF DEWS SEWER CLEAN OUT MPS CH: NST33 SEWER MANHOLE CH. SW56'�SIV 14.97' 869. NPS 2.117' 81 CATCH BASIN ❑ CB ------- -- — ------ 51,80 vp CURB INLET M CI DROP \ YARD INLET 0 DI Y1 A R-1 215.36f L-14a.52': FIRE HYDRANT soppasF. 148.43 a WATER METER 77_� CH: a- 10_� U TREE U_ 6— a 0 RIGHT-OF-WAY R/W 15' RCP Ep (Fff N00 T SUR W)) PROPERTY LINE PA PARCEL IDENTIFICATION NO. P.I.N. r CONCRETE MONUMENT CM ROW*WD ROAD CHORD CH Ep VARIABLE-VADTH PUBLIC R/w SIGHT EASEMENT SE . zz. DEED BOOK DB PLAT BOOK PB COMBINED GRID FACTOR CGF —- CURB AND GUTTER C&G EP REINFORCED CONE PIPE RCP 885-- CORRUGATED METAL PIPE CMP 7 CORRUGATED PLASTIC PIPE CPP BOUNDARY LINE tj RIGHT-OF-WAY LINE LJNSUF?VFYED PROPERTY LINE Hu -OHU HU L! HU _QHu -Diu -UHU- SANITARY SEWER LINE ST SS TREE LINE WATER LINE W REVISED 7123109, ADD INVERT AND PIPE LENG7H FOR EASTERNMOST 18' RCP, FENCE LINE — X ALSO CORRECT PIPE S12E FROM 24' TO 18- EDGE OF GRAVEL --LG REVISED 6103110- REVISE TOPOGRAPHY AND UPDATE DEMONSHED11REMO W D !TENS, Fp / , EDGE OF PAVEMENT ADD TOPOGRAPHY AND BOUNDARY FOR PROPERTY TO NORTH, ADD TELEPHONE LINE T TOPOGRAPHY FOR ROBINH000 RD,, Rrj#5E OWNERSHIP. 20 0 2C 40 UNDERGROUND TELEPHONE LINE —UT—REVISED 9120110-' UPDATE ALL PARCEL OWVERSHIP. OVERHEAD UTILITY _OHU: EASEMENT REWSLED 9130110. SHOW 6 - WATER LINE ON WEAINA LANE PER CITY ORA *INGS. SCALE 1'20' LANDSCAPE/GRASS EDGE REVISED 1126111: REVISE TOPOGRAPHY AND REMOVE DEMOLISHED STRUCTURES C FROM MAP. Sheet of 1 Appmved Stormwater Permit Uoaurr.�n� ,0onstrtx�lan in accordance with these domm" IS roqtwed by the stormwater permit. North Caro** ftAft ?squire that the stormwater system ftsow kopW during construction; certify wft" vft to pkmarpd specs; and certify compliance with ft Abnymnfiwrules. (15ANCAC2H.1006(j)) by_LCL_ NC Division of WaW QW* JftbM ___ _—_-_,-Revision Oaftco_ W=1 I RAW ERROR OF CLOSURE 1:10,000+, MISCLOSURF WA5 DISTRIBUTED BY COMPASS RULE. 2. AREA OFTERMINFr) BY COORDINATE CGMPUTATIONS, 3. DASHED LINES REPRESENT INFORMATION TAKEN FROM DEED OR PLAT. 4. PROPERTY ZONED RS9. 5. DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES UNLESS NOTED OTHERWISE. 6, THIS PROPERTY IS IN ZONE X, AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN, ACCORDING TO F.I.R.M. PANEL NO. 3710589600J, EFFECTIVE DATE JANUARY 2, 2009. 7. NC GRID POSITIONS ESTABLISHED USING GPS RTK PROCEDURES AND THE NORTH CAROLINA GILODEHC SURVEY (NCGS) VIRTUAL REFERENCE STATION (VRS) SYSTEM. COORDINATES ARE NAD 83, 2007 GENERAL ADJUSTMENT, ELEVATIONS ARE NAVD88. 8. THIS SURVEY IS SUBJECT TO ANY AND ALL FACTS THAT MY BE DISCLOSED BY A FULL TITLE SEARCH, WHICH HAS NOT BEEN FURNISHED TO SURVEYOR AS OF THIS DATE. FIXEREWLS 1, PLAT ENTITLED "MAP OF I. A. HARPER DEVELOPMENT" RECORDED IN PLAT BOOK 8, PACE 205, FORSYTH COUNTY REGISTRY. MAP IS DATED OCTOBER 1937, NO RECORDING DATE SHOWN, 2. PLAT ENTITLED "MAP SHOWNG A DIVISION OF LOT NO, 16. A. I. HARPER DEVELOPMENT, PROPERTY OF MR. H. A. CARTER" RECORDED IN PLAT BOOK 13. PAGE 204. FORSYTH COUNTY REGISTRY, MAP IS DATED SEPTEMBER 1947, NO RECORDING DATE SHOWN. 3. PLAT ENTITLED 'FINAL PLAT, VILLAGE AT ROBINHOOID - PHASE I' RECORDED NOVE-MBER 12, 2G07 IN PLAT BOOK 53. PAGES 139-141. 4. ALL DEEDS AND MAPS SHOWN HEREON. QM= Z,61=16a OF 992114G 1, BUD E. BAUGHMAN, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN DEED BOOK 1144, PAGE 1657 AND DEED BOOK 2672. PAGE 2748). THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES PLOTTED FROM INFORMATION FOUND IN DEEDS AS LISTED; THAT THE RATIO OF PRECISION AS CALCULATED IS 1:10,000+; THAT THIS MAP WAS PREPARED IN ACCORDANCE WITH THE STANDARDS AND PRACTICE FOR LAND SURVEYING AS OUTLINED BY THE NC ADMINISTRATIVE CODE, TITLE 21. CHAPTER 56, WITNESS MY HAND AND OFFICIAL SEAL THIS _ADAY OF 2011. L-3993 LICENSE NO. PROFESSIONAL 11ND SURVEYOR THIS PLAT IS OF A SURVEY OF AN EXISTING PARCEL OR PARCELS OF LAND. PROFESSIONAL LAND SURVEYOR DATE 0" SEAL L-3993 TOPOCIMPHIC SURVEY OF.- 5147 ROBINHOOD ROAD WINS TON-SALEM, NC OWNER: GOODWILL INDUSTRIES OF NORTHWEST NORTH CAROLINA WINSTON-SALEM, NC TAX P.I.N. 5896-65-5565 TAX P.I.N. 5896-65-7669 DEED BOOK 2907, PAGE 3752 DEED BOOK 2953, PG. 3793 1,061 ACRES +/- 0.457 ACRES +/- TAX P.I.N. 5896-65-7556 DEED BOOK 2918, PAGE 3152 0.680 ACRES +/- NET Allied Associates, P.A. 4720 KESTER WILL ROAD PHONE (336) 766 2377 WINSTON-SALEM, N.C. 27103 FAX 760-8886 e-mail- allied -engsurvxarri SCALE TOWNSHIP COUNTY STATE DATE I = 20' VIENNA FORSYTH NORTH CAROLINA 7/1-0/09 SURVEYED: MAPPED: JOB NO, MAP NO. TDS CJ/LM/BB B9 PA090609 0RR_t0pordwg GRR Q Affleci Assoc,, P.A. 2009 T _6 - _c-:_...� _. - - - ' -- _-1- - ,-., I .. -�:_.. ,... ._-..'---,'-'---,__r,.: -w _-..�---- ; .11 � Le end a ne to i I � e 5tor m d ra i n a e de s i n data : (sEE IMPORTANT NOTES BELOW POR * 4 �j *PzFERRIN& TO THIS DATA) � -Z x 0 - -a86- - - EXISTING CONTOUR LOCATION AREA N C. q I 0=CIA PIPE INVERT ELEVATION -y (AG) E FROM TO SUB TOTAL PIPE SIZE SLOPE VEL. L MAT'L UP OW DN. (fty) - ' q S6 PROPOSED CONTOUR A= 0 + 86 PROPOSED SPOT GRADE G I # I G I # 2 0.1 a .012 .95 6.5 1.11 1.11 A 15" 2% 4A 35, RGP as 1.0 Sa0.35 - /� J \ ,= / t PROPERTY LINE GI # 2 GI # 3 0.15 .012 A5 6.5 0.Q3 2.04 B 15" 2.2% 5.2 I6' RGP a80.25 951CIAO ` _` _- l- � :--- �� GI # 3 GI # 4 0.14 .012 .C{5 6.5 0.86 2A G 15" 290 5.a 3Q' RGP 87Q.80 879.0 4 - EXISTING STORM DRAIN SYSTEM G1 # 4 YI # 1 0.22 .012 .Q5 6.5 1.36 4.26 D 15" 2.3% 6.6 2a' RGP a7&A0 575.55 ! _ = PROPOSED STORM DRAIN SYSTEM I I - ' � �;�_ _ �� YI # I FE5 # 2 0.01 .012 ,Cq5 6.5 0.56 4.52 E 15 I.W3a 6.2 117 RGP a78.25 876.o . -- _ -�._ ' I $ ss PROPOSED ROOF DRAIN SYSTEM - - �' (TE to GI # 5 GI # 6 0.51 .012 Q5 6.5 3.15 3.15 F 15" 1.59b 5.2 130' RGP 878.25 87b.25 SOv I r I EXISTING DROP INLET/ YARD INLET r' / . Ob Ro GI # 6 FE5 # I 0,3q .012 .Ci5 6.5 2.41 5.56 G 151, 1% 5,2 21, RGP 876.20 876.0 _ � . ~ _`'H,_ - r# 0� Q CURB INLET - - - - - - - 8� _, 'b4 6 * EX. GI # 7 EX. DI # 1 .012 J 15" 1.25% RGP 880.75 aa0.65 � 1: VIENNA LANE EX. DI # I GI # 5 - .012 - - - - K 15° 1.1% - - RGP a80.35 5&0.0 /� `_ `_ Shy° -1" 2: FIREDALE DRIVE YARD INLET # - _ - _ '0 1% - - RGP 87ciAO 87a.40 � ''' e CIE G I 8 G I# a O 12 _ L 15 �- `� 26 JUNCTION BOX CIE GI # Cj GI # 10 _ .012 - - - M 15" 1% - - RGP a7Cf.40 876_70 -- _ _ . 85.5 � ' �:' i 5>11 II FLARED END SECTION GI # 10 JB # I 012 1`I 15" 1.6� RGP a7b.60 87a.50 north 6 RB # I GI # 11 0.11 .012 .35 6.5 0.25 . 10.63 H IS" 2.4% &.4 34' RGP 871.g0 a71.10 � ! � � � �' I CONCRETE RISER BOX GI # I I EX. DI # 2 0.12 .012 A5 6.5 0.74 11.57 1 IS" 2.2% &.3 46' RGP a71.0 870.0 __ V3 `Jj, � 1 $ r; k \ . VLce_ u Man e - � . - , Not to scale 3. EX. DI # 2 EXISTING 0.47 .012 .35 6.5 1.07 12.3 EX. la EX. 1.7� 7.7 EX. 167 RGP 871.0 870.0 ��~' .- ," `�� 1 � �` 2 FOREBAY � - � - -_ - �� _ i � 8�.5 ��' I-' II 11 . ` � „ r _ � 84.C5 " O SEE SURVEY FOR ADDITIONAL LEGEND i , I NN�, QvO1'1 _ - / Gradin Man Notes: J; r I ��,��/-, _ -�' = ' i N � REFER TO SURVEY SHEET G-1, BY ALLIED ASSOCIATES, P.A. (336-765-2377) DATED 4 SIGNED 1/26/11 FOR EXISTING GRADES, _ _ - I {- I � O GI I..,tti4°1042'E, 131.�b UTILITIES AND CONDITIONS ON SITE. GENERAL CONTRACTOR TO REPORT TO LANDSCAPE ARCHITECT OR GOODWILL OF - - _ / I ,s$ 1 I a' ANY DISCREPANCIES ENCOUNTERED. � s,__ �; �'' �� a ob 0b � 84.A 2. GENERAL CONTRACTOR TO VERIFY PROPERTY BOUNDARIES PRIOR TO BEGINNING CONSTRUCTION. �__- 840 3. G.G. IS RESPONSIBLE FOR LOCATING AND AVOIDING ALL EXISTING UNDERGROUND UTILITIES. -� �06� LIMITS OF - Qj I •I �6 `� 82 1 ( ! 15.-2a' 4. G.G. TO ENSURE THAT ALL UTILITIES TO ADJACENT PROPERTIESNSES ARE TO REMAIN OPERATIONAL DURING ALL PHASES _ _ - D15TURBANGE/GRADlNG 8d : 84O s OF DEMOLITION AND CONSTRUCTION. - - ) $186°3-'5b"E 1 _ _.__ b- �-� - - - 5. G.G. TO VERIFY PROPER COVER OVER ALL EXISTING AND PROPOSED UTILITIES AND OTHER UNDERGROUND STRUCTURES. _ ! :< $ ' l I . 6. A LICENSED SURVEYOR SHALL STAKE OUT ALL PROPOSED SPOT ELEVATIONS TO THE NEAREST I/10 OF A FOOT. ~~ �� , � ! ri GI # 51 I I I $ K 7. G.G. TO ENSURE THAT NO PONDING IS TO OCCUR ON ANY PAVED SURFACE. - i '' - - � � y �� GRATE: 552.0 6 I f , N S. G.G. TO SECURE ALL APPROPRIATE GRADING/ERO510N CONTROL PERMITS AND/OR APPROVALS PRIOR TO ANY GRADING. - __ _ j tt ? INV IN 8'r825 25 J m _ 1! r __ ,, ° q. DISPOSAL OR BURNING OF DEBRIS ON SITE IS PROHIBITED. R=3885.28' 40 3 10. G.G. TO MONITOR STORM WATER RUNOFF DURING AND AFTER CONSTRUCTION TO ENSURE PROPER DRAINAGE AWAY FROM L=34_G7''~ -- ' N _ _ - -+ h°1° O is 8b.5 4 - o . ry' GH: N- 5 27 08 1=, 34.gi. 1, � S.Q . e ... ......... . . A ADJACENT PROPERTY IMPROVEMENTS. _ PROPOSED AND EXI STI NC BUILDINGS PARKING AREA5 AND LL I s �' �, , . ::... - :'T- 11. ALL GRADE5 SHOWN ON PLANS TO BE FIELD -VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. SHOULD ANY , °� HP 75 , , _.." 8 .0 ,n +., ,. DISGREPANGIES EXIST CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE FOR ANY PLAN OR GRADE GRANGES 8q5'` =- 84.5 , %:: o PRIOR TO CONSTRUCTION. -"�� ` ' •?' � _ ..... ' .: $ cp r �. 12. ALL PAVED SURFACES SHALL HAVE A MINIMUM SLOPE OF 2� UNLESS OTHERWISE NOTED. w l iJ ' 4 3� 54.5 �w w ww w w 8�J 1 T{ 15. GRO55 SLOPES ON SIDEWALKS SHALL NOT EXCEED 2%. - a 1 j ti: / ' X ....... ....... - f'r r - / 14. G.G. TO ENSURE POSITIVE DRAINAGE AWAY FROM BUILDING AT ALL LOGA -� r :'::::.`.' .::::. '� ;' �i/%��!'!'/� , 1 2 ' L, '' 15. AT THE START OF GRADING INVOLVING THE LOWERING OF THE EXISTING GRADE AROUND A TREE OR STRIPPING OF jf as $ �v� 8 5GH40 G �` $ 87.5 85.5 85 /, I i 84.E ./ T T E M I P�5 r 11 TOPSOIL, A GLEAN SRARP, VERTICAL GUT SHALL BE MADE AT THE EDGE OF THE TREE -SAVE AREA A H SA E T HE 1 ; I ,..,,, J { 4 I . I a j �/ i// s EROSION CONTROL MEASURES ARE INSTALLED. THE TREE PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OF THIS 1 . % /' /% -° _ GUT FARTHEST AWAY FROM THE TREE TRUNK. :, q� �• - - - - - -- �' � %�; -".'% ' i'i'%'',: /-` - � � I G.G. TD TIE iN ALL ROOF DRAIN LEADERS AND DOWNSPOUTS AS SHOWN. ROOF LEADERS RUNNING UNDER PAVEMENT TO j ! �' ' V '; ! Q i - -- /'= -; -',!," %, jam% f - d + - I •�: f' f BE a" SGH 40 PVC, ROOF LEADERS RUNNING UNDER TURF TO BE 8" SGH 40 PVC, MAINTAIN 190 MIN. SLOPE. 1 g�5 `. up �` - /f ; :;,,, /, 17. SPOT GRADES SHOWN ALONO CURB AND GUTTER INDICATES THE BOTTOM OF CURB ELEVATION UNLESS OTHERWISE NOTED. - II f / / 18. CURB INLET GRATE INFORMATION REFLECTS THE ELEVATION OF THE GRATE AT FAGS OF CURB. �' - ;, $ 87.5 , 8b.5 j I I I $ IQ. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TD GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS - - II �j ,,;, .: r . : - -�- �, r '' . .. _ WARRANT OFF -SITE GRADING PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. ?; /// , ,-¢ �, - -- _... 20.IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.59b SLOPE ON THE CURB. ram_ ,��.. - � /' - _ 21. IMPORTANT NOTES:_ € 8.a ryat' ; y x I q : �� + . - ' l ' // �.i �� W II BE i ? �4) - .... 8�°30 3 # ON THE TOPOGRAPHIC L85� 4 N T I 2 ON THIS PLAN I5 BASED BS1i - .-._ .. ARDING THE EXISTING DROP I E D TAPER T a. INFORMATION SHOWN REC ( ) &5 75 CURB O . f t 85.4 %'- d :.: -...: - - ,:.._.. .... 5.bq' (TOTAL) SURVEY PROVIDED BY ALLIED ASSOCIATES, DATED AND SIGNED 1/26/I1. G.G. TO CONFIRM AND INVESTIGATE THE EXISTIN��1� f SEr,,f-LUSH W/6RADE„ . - I 3 I' °� - INVERTS PRIOR TO GONDUCTIN6 ANY WORK. _, - 4 / J o :.' - . _ '1 1 ... .. ...:::::.::::::r:.: -- .:,:.-:..:: ..-::_:_:' .....:.::_ - ifs ._ / r �;,/;,: : -i�' - u- I i , 9 : I �P GENERA CONTRACTOR TO OBTAIN COPY OF SOILS COMPACTION/CEO TECH REPORT FROM 85.5 /,: +� .S i b. PRIOR TO CONSTRUCTION, L - ''''- ::::''':: a€ ........: :;_ ...... :::: - /,.;;;,. ,' e ; - i -: i r,i ;. ,' _ :::::.::::.: 85 6 MP TED AND IS UITABLE FOR - .... /;:.... „/., ... ,♦�; '. ,............. Z OWNER IN ORDER TO VERIFY THAT FILL MATERIAL ON SITE HAS BEEN PROPERLY GO AG 5...................................:::.: ....... a i ,.;,. i „ . r ,'::::, ,..'., - i. N _ /, . CONSTRUCTION. G.G. TO NOTIFY OWNERS REPRE SENTATIVE IF ANY SOILS FOUND ON SITE ARE UNSUI7ABL_ FOR :::::: :..:... .•,- ; ; ,- ,-i; „ �.../,.. „ „i . ,�:; j --.. _ ::: ..... ! ...:... ...... ... .... :. _ a s-- :, r:"' ,: , .. ,,',,., ,. !� N GAL P R TH ::. -//;; '.',.'.',;; , •, -- CONSTRUCTION OR HAVE NOT BEEN PROPERLY COMPACTED. G.G. ALSO TD VERIFY WITH THE GEOTEGH I RE O T E , �, �, ,,, r ; .. 1 �r _ , �/ , /. r , ,/��/ r. /.,.. /i i . /i' - .' / .' F o ♦ . i' i t '.r i : .', , RECOMMENDATIONS FOR FOUNDATION AND PAVING STANDARDS. 1 ::: '..: s a♦ - /• 8 SGH4o PV - ° �.. . ..,, . ° , ENSURE TRAY ALL SEDIMENT AND RUNOFF I5 CONFINED ON SITE. 2 /, . , ..♦ . ,,.i ,,f ..... G. G.G. TO USE ALL EFFORTS AND METHODS NECESSARY TD I _ ,,... :::,:: + , ; ; ;, ;, ,,, / ,/, :.,o, " :.'.:, //,, <, t ,, - - - - TA OF EROSION CONTROL AND GRADING WORK. .: :::::::�::::' :: ♦ ♦. D G 6 DURI NG ALL 5 6E5 - :.-.:...-.... :.. .::,:., :: ° , . , ,, , , ,. , ,,.. ,.. , d. G.G. TD REFER TO SHEETS G 2, G 3.1, G 3.3 AN - ........................................ , :rr :,/.;/,,, .. „ r- %:''::;- * =:: 1 -.. II 11 - .. ...................... .-. ........-.----- ...--.::.:.- ......::. --- .......... .. ... .....-----:::::::: l , . / . , , , . . / / _ AND NOTES. - .............................. .... ....... ..... ' ap �. . , : ,: �'; : , „r ; ; ::' ' :'- ::- ' :: /::: ; ; ,, , , : „ fr, %: -.'.: %-,/, , . ,; , ��- - - ROSION CONTROL SHEET G 3.I FOR LOCATION OF EROSION CONTROL DEVICES, MEASURES e. SEE E _ , ., ..... .. .... .. ...... .. a. b ..."-"......... ., ..., ; /; 1 ,' /, ; :: __. ......_.. ................. ......... _ i, „ - ,,, i . , 1 0 • o - -- _ - - - ...................... . ............. ........... / / , , i ,/ NAND DETAILS. aP „ ','- / .. '. , , ' . ;;,,; -.. ' t ET 3 FOR RAINGARDEN DES G _ _- �..�. ,�f f. SEE SHE G 3 ,„ >' , , / :: ': :. 1 .... ............ ... / / . '. - ONTROL DEVICES AND MEASURES. •..•.: / i; „/::.' :':: ,�,.,,,.=:. I - SEE DETAILS SHEET G 6 FOR DETAILS OF ER0510N G ..... 1 " ' HP /; ° i; , /' / 3 _ ; _. 41 / . ♦ ,,„ :: ........ . .:. ......... _.. I..._ :, , 'r , . ,r .. / /.. /" ,,- , , %> /<>:;; � Q ..,-. .- - -::::: N f I• uence n tru�tlon Se :,;,,, ;'r '' Genera I Go s ... , , ,. , ,, ,,, :::.:. . I # I / i; , i GRATE. aas.o Gb a - /, / ::: r ,,:. %: QI IT AND HOLD A �:. , - - - RM I T D WQ WATER QUALITY PERM I IT R SION CONTROL PE ::::::::.......................... > - 0 „ -/, ,/ ,,%,-' , - ..... . 1. OBTAIN A GRADING PERM E O ' ......' �.... ..... .................. r /- , ,. , . ,-, .. „ �,:;,::.; ,; ,. R ANDSGAPE ARCHITECTURE ....4r75 INV. OUT. 881.0 i %.;, : r . RENGE WITH GOODWILL REPRESENTATIVE WRGP MILLE L :::' „: , %ii . ;. /,:.', %/. PREGON5TRUCTION CONFE - _- `. ...... ,,,... ,.//;, /,.,:,,;, :,/;: ..;>: u , , / _ - - - _. - - .::::: W Q TAPER CURB TO// / , i..:, 1 &D_5.. ..': .:...:.:. 6 GENERAL CONTRACTOR, JOB SUPERINTENDENT, AND EROSION CONTROL OFFICIAL (IF APPLICABLE). ;- j %1 _ "117 .... ...::.... .:::. :: GI # 2 I /;; /';!.;%, �,/ >;%; !f ::,,':. :.': -` S" SGH40 PVG I I GI # b N= CONSTRUCTION ENTRANCE AND SILT FENCE IMMEDIATELY A5 SHOWN 88.0 ;: Gb ,;FLUSH W/6RADE. / / �// r; ,/ f. + w .� w,I w rt w w GRATE: 878'i5 2. C.G. TO CLEAR, GRADE AND INSTALL STO _ ... GRATE 884.9C / /�/ ''/ / Gb 10 :. fNV. IN: 880.35 �� „ f r (, ' / %- //;i:,, / ; ,/,' 1 _ 3 INV. IN: 87625 T G 6 GRAD I NG EROS N /, i'.. 3 PER DETAILS SHOWN ON SHEE ( / /,. �.... „ .. / ON SHEET G-3.I (EROSION CONTROL PLAN) AND ,;�.O ;r r-E r �.o /, - _ j NV. OUT: 88D ^- ,': „ ,,. / /' /.;; /; /,/ /i.: / . , /, ! .i I INV. OUT: 87620 CONTROL DETAILS). yFj t'r3T.1? +.. 17 HP 85,5 �'-.';;,, ;r;.;:;; 80.0 '7q.25 NFIRM THE EXISTING CONDITIONS AND INVERT INFORMATION OF EXISTING r 'L I'- €,:'75'',.,':,,,: - - " i♦ 600DWILL INDUSTRIES `. %;; ' 6. PRIOR TO ANY GRADING GG TO GO - / / T DROP INLET (DL # 2). UPON VALIDATING INVERT INFORMATION GG TO PROTECT EXISTING DROP INLET (DI # 2) _ � .... . Gb CIl F.F.E. 8 .0 t LIMITS OF C7RATE. 884.5 1 O ! i Q I AND R PER -_ / , r '1 T D,15TURBANGE/GRADING WITH INLET PROTECTION AS SHOWN ON SHEET G -3.1 AND G-6. GG TO CONSTRUCT PROPOSED PIPES 1 +; ; 1 ::.......... ....... " ' ; /.:, ; , „ �., O -17 _INV. IN• 87�4.Q0 ,/ i':i, / / :.: �' / ;' # I PER DETAIL I SHEET G 3.3. GG TO INSURE THAT UPON - - �. Y., /,,,,, , „ , ♦i / AND NEW OUTLET RISER BOX RB INV OUT' 5lq.8 , SHEET G 3.2 ( ) t , . O r , . , , r, i r ,,, /,. 1 1 //„ / - j RI ER BOX IS IMMEDIATELY PROTECTED WITH TEMPORARY COLLAR PROTECTION ... ti ::.. ::::...: 1 . ,♦.:',;,' :::::: �: /r♦ /; ' ; ,.: �' INSTALLATION THE CONCRETE 5 f 2 ,.,., , /i.'r- :, /, / ::-.;,.,.:.',,::. ! i.. ' -3.1 AND G-6. AS SHOWN ON SKEET G - :::::::::: .......:'.. .::::. �, 84 a .... -. ERM AND TEMPORARY SEDIMENT TRAP AS SHOWN ON SHEE G 3.1 ,.: 8 5 H40 PV .' ;:,' . ; ; !; ; :: - , . , , : i; ;: ,- 7. G.G. TO CONSTRUCT TEMPORARY DIVERSION B n,...... `�� .::. - G. ..,/;, :; r :: /, ,-..„ ::.!:, :. 1 �, ...'. /...,... i,... ..� 4 I . OSI ON CONTROL PLAN . ALL ....:.:::: '.,.'.., ._... / .. , N ON SHEET G 6 GRAD I NG ER ) / :! , ' , . , „ : : / ..,, (EROSION CONTROL PLAN) AND PER DETAIL SHOW { j .,,, . % ;//. ,; ;: i / '!; % , i/, //.,.. , , ... . i I 1 FLARED END PL R ION BERMS SILT FENCE AND STONE CONSTRUCTION ENTRA NGE TO BE GOM ETED ,, / , f, i- / .. / :.. ,.;., / . , .. • . . TRAP TEMPORARY DIVE S 1 -, f : , r, /. .. . , / :: / n -.' :. `� ,; r,/,; „r. , . , . , ,'r,/„ '' i/ / Gb SECTION (FES) # I i 3. .-....... ................:...,...,.. /,.,, G / //..,.,. ,... :-r,'; :: i.. . ELETATION REMOVAL OF TOPSOIL AND START OF MASS j f_..-.::.::.::.:::.:.::.:::.:..:.:.:..... _ , /., ,�.,,,, , „ ,,.;,,.;,/,,. ,,.,,. PRIOR To STRIPPING OF THE REMAINDER OF V : - . ! .,.,.:,... ,. ,r,.: -,<: �.' .. .: . ,... . . INV. our: 87b.o °jb ... ... . ....... .. /. , ,/ /. yr 1,-;, ri, ./.- ......-_ ..... ......... - { GRADING OPERATION. �` ,. , , : �1 � �Y,-- ,.', ♦'- r , ... ry//. ;, , 2 FOREBAY # I XIS NG 25?':':'.:::::.,....::.: ' ; . ♦, -. /, :., /,,- /,. , 8. GG TO REMOVE EXISTING PIPE SECTIONS (NOTED TO BE REMOVED ON SHEET C 2). GG TO REBUILD E TI /.'r: , /i.,,,,,.,:,.,..,, ,r r 11 I ., - _---_-- Sb.O - - _ /':,. „i. ;, . . 3 # # R SHEET G-32 AND INSTALL NEW IS RGP PIPE J . GG + - " ! :'r;,.-;''; :'I:- %/`,, „ „ , /. /',,;,�/, �_ CURB INLET (GI 7) AND EXISTING DROP INLET (DI I) PE / /. /,/ ,_ I ::::: ,C',,'i /'.. / .,,F' ',';',, ::'::%0;; :- , `i; ,, .is .. . :: :::...... r-. r / . L_ :. �/ f'- -' , /. r _ .., . ♦ ~ PROPOSED BI O RETENTION TO INSTALL PROPOSED NEW CURB INLETS (GI # 8, GI # CI AND GI # 10) AND PROPOSED PIPES K, L AND M . GG _.. .,, .... ...:. .... N. h # _ r I NEW GI 8 ! ;,'i :::/ # r , . T YARD INLET TO PROPOSED JUNCTION BOX (JB I) PER SHEET G 3.2 AND 86.0 - -/.'' ., .. �., /. POREBAY I;!/, 2 / '' l . TO CONVERT EXISTING OPEN THROA;' _ :'.:,.:.:: /.'' . ,/ ',,, / r r SEE SHEET G- .........::. 6 GRATE. 884.50 [ „ . �.'' . r 3.3, # # ND THE NEW CURB :::::L. .. ::':':::':::':::::::'::: '..:.: ;..; :; ;,;! ,/,--,' /,,, /-/' :.,:... 3- 1 INSTALL NEW PROPOSED PIPE N. GG TO INSURE THAT EXISTING REBUILT D1 I AND GI 7 A Y :::.: ':": LLL ::::::: : ' .1/,; i; ;' -, . %'= II FOR DE515N DETAIL5 8 Ixv. 1N. 880.0 # 1 a4,,,,.,.. I . . GI 4 N /�/,8 5GH40 PVC.' r- ... i 1 85.q : r., , r,„ INLETS ARE PROTECTED IMMEDIATELY UPON CONSTRUCTION WITH BLOCK AND GRAVEL INLET PROTE , j NV_ OUT: a711AO 86.0 ♦/ . ;... I, LANDSCAPE DETAILS a.. I GRATE: 884.50 G6 P= f /' ,';' /:/ >%;:;i; -:♦ %,./..,.., .;; INDICATED ON SKEET G-3.1 AND G-6. `: INV Ix. 74 *� ...... 1 is r;-'` �, :/,, [� .O /�- /: ;.' / /, FLARED END I I l I. RAI NOARDEN UNDERDRAI N ATION AND OTHER ITEMS AND STOCKPILE TOPSOIL_ G.G. TD PROCEED WITH ROUGH GRAD€ G [ 5. - / /,,,, „ r ; 11, '.'SECTION (FE5 # 2', Gb 1 `.- q. REMOVE VEGET N of INV. OUT: 878.90 I - �,// :, ) > r �. 3 .` . �. PIPES AND GLEANOUTS. RADIN6 P AN . !i - 455. `, r: l,> ;:;i ,, : ,. , ;INV. OUT: 87b.0 F REMAINDER OF SITE AS REQUIRED FOR CONSTRUCTION PER SHEET G-3.2 (G L ) 2% „ / , ,. SEE+ -IFFY G-3.3 FOR DESIGx 10. G.G. TO INSTALL ALL REMAINING STORM DRAINAGE PIPES AND CURB INLETS. G.C. TO INSURE THAT ALL STORM ,3 �� ' '""' AND SG++EDULE. GRATE: 885.0 Gb 85. 86 i DRAINAGE INLETS ARE PROTECTED IMMEDIATELY UPON COMPLETION WITH BLOCK AND GRAVEL INLET jl �,a 8g INV. IN: 878.35 - 85.5 85.q b5.o, 84. 3.0 82.0 BI.I i � I CAST CONCRETE 1O 87 �Iw,I. w w �wwwwwwa �] („- PROTECTION AS INDICATED ON THIS SHEET G-3.1 AND C-6. .. L V. OUT: &78.25 .'' 3. RI5ER BOX {RB #I) f 87 r m .. p'- -- '{ �4j B- 15 / 7� 6 > c , ' 11. WITH THE EXCEPTION OF CURB AND GUTTER ADJACENT TO THE BUILDING AND WITHIN THE EROSION CONTROL I _ a HP I \?� �"� �ry �� Y 1 roe GRATA: 87b.o J DEVICES, G.G. TO INSTALL ALL CURB AND GUTTER ON SITE AND IMMEDIATELY STONE ALL VEHICULAR 51JR1=AGE b i x�, � •; (I F'ONDINO DEPTH) AREAS AND BUILDING PAD. ?!r _ $ K d �. 85.5 :� W _, INV. IN W' UNDERDRAIN): 572.0 12. PROVIDE TEMPORARY OR PERMANENT GROUND COVER AS REQUIRED AND COVER WITH STRAW AND TACK WITH . a n 8& ? _� Ixv. OUT (18" RGP): 871.�Eo ASPHALT EMULSION PER TEMPORARY 5EEDING SCHEDULE DETAIL. � _ r 13. STABILIZE SITE AS AREAS ARE BROUGHT TD FINISHED GRADE. ~- y L 8S S 1 1 ExISTING DI # 2 / O 75 _ ~ ti 85.2 - � "i i i 7g -. I EX. GRATE: 875.08 14. INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES ON A REGULAR BASIS AND IN ALL INSTANCES INSPECT � _ A ft, 2 $ CX. ELEV. OF DEBRIS: 8b,1.b0 IMMEDIATELY FOLLOWING ANY SIGNIFICANT RAINFALL. PERFORM ALL NECESSARY MAINTENANCE ON EROSION � EXI5TIN6 (EX.) DI- REBUILD DI # I - - _ ! I - t , tl. -1 . � 7q ,8 � � NEW INV. IN: 870.0 SBg- -EX_ GRATE: a53.-M -' - M <.i f AND SEDIMENT CONTROL DEVIGE5 IMMEDIATELY. REPAIR OR REPLACE ALL DETERIORATED MATERIALS �� I fa a, I a _ f NOTE: GG TO REMOVE + EX. INV. IN: b82.32 � 9 I I° ! i ` f DEBiiFS 8 VE 'IPY IN RT5 PROMPTLY. EX. INV. OUT: 881.02 (ELIMINATE) ` `` -.-_ � Y a •, � �.- � PRIOR TO ANY 15. REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES UPON COMPLETION OF FILLING AND GRADING _ _ W - - - __ 7 -� xEW. INV. IN: 88D.65� _��_ -- - �p ? l GOxSTRfJGTiON CURB AND GUTTER, AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS. _ _ NEW INV. OUT: SaO.55 - - _ ' -- _.- _ - I6. 6.G. TO COORDINATE WITH THE EROSION CONTROL OFFICER AND MILLER LANDSCAPE ARCHITECTURE TO INSTALL i-- ^ ` k _ = n -I ug i I7 _ _ 8p I _- q I '�-- -_� MOVE OLD RGP AND REPLAG_ � NEW GI #lq h v \ i 7 I !6J - - - -- - y dj - 510-RETENTION GARDEN AS SHOWN ON SHEET G-32 4 G-5.5 (GRADING 4 5TORMWATER MANAGEMENT PLAN) WIT+) NEW 15" RGP. SEE STORM GRATE: 885.25 G -- - - - ON LY UPON STABILIZATION OF THE ENTIRE SITE. DRAINAGE DESIGN CHART FOR INV. IN: 87q.4D - --- �_ �`-� ' - ' - - - � �`�' i _ - � O � w NOTE: PIPE DATA -zi }NXLI OUT: 87q.40 -_� '. _ L -� - _�;--- �� -- . ` �` � -8 - -- =� -- _ - - -�_. _--- _ - - - - --` - 8/ - . - EROSION CONTROL METHODS AND MATERIALS ARE SUBJECT TO CHANGE BY THE CITY/COUNTY OR STATE OF NORTH `REBUILD EX, BOX/ CONVERT TD GI # ��' �_ _-.___ _ xEW U # O� i �- J u - - - _ - --�.....- GAROLINA EROSION AND SEDIMENT CONTROL OFFICER'S FIELD GHANGE5. WITH TOE' TO MATCH PAVEMENT � --` - - ____6RAr><: 884.bo G6 � OF NEW 15' RGP � I• � � � � � � � � �,A-W Bo s __.- w_- 7g =; - -__ _ _ _ - - - -- w �� (884.bq t) INV. Ix: B?8.70 2 CONVERT EXISTING YARD INLBT TO NEW - - -- _ - �_ _ -- ��_ EX. INV. IN: 880-83 INV. OUT: 578b0 l LIMITS OF ` F-12G4.15' R=1215.3� I NEW GI # 11 Site I nformat ion: I m ortant Notes : _ R=142G.00' - _ - - - Gb �UNGTIOx BOX (JB # I) DISTURBANCE/GRADING L=162.65' L=14.g7' b GRATE: 8790 ��_ NEW INV. OUT: 880.75 ._- - - X. TOE': 882.54 f -- _ T-==_= � L=20G.B0' e-7o53'40 53, 8 °5b'2q Del 14.q-T' INV. IN: &71.10 - r TOTAL LOT SIZE: a5,745 SQ.FT. (2.IQ8 ACRES) * INDICATES PROPOSED PIPE NECESSARY FOR `�� -'-' GH: Nbi°o3'S8°w, 2oq.b1' NEW INV. IN: 878.So 2_ _ - f_ INV, our. 7 _. EX. INV. OUT: 878.50 -- - `-885� ��-----�_ ROBII�(HOOD ROAD NEW JB TO HAVE SOLID COVER PLUSH W/GRADE f=121536`'� - __ -- - - - - '� ~� -- r - -� -- -__y VARIABLE-�rIDTH PUBLIC R/W _ _ _ ... RELOCATION OF EXISTING STORM DRAINAGE SYSTEM. _� _ . ± NO ADDITIONAL VOLUME ADDED TP RE-ROUTED `6,5�" r y ~ �- ----- -__ - _ G 148�?12'18"E, 148.43' T -- �, • TOTAL DISTURBED AREA: 105,206 S.F. (2.42 ACRES) STORM DRINAGE SYSTEM. - -� - V ._. _ -- - _.... - _. ..-- --- �� - '885 F --� r-s r TOTAL IMPERVIOUS 5URFAGE - -- _ - - EXISTING IMPERVIOUS: Q,552 ACRES (0.21cl ACRES) ** WOR5T CASE SCENARIO (ASSUMING NO INFILTRATION � � � - -.:- -_ . - - - -- - - PROPO51<D/POST DEVELOPMENT NEW IMPERVIOUS: FROM RAIN CARDEN/BIORETENTION CELL) WOULD II II -- -"' - ��OR� YOU I�IG LINE - - Fr� ,�-.L;,T ��,�_;~`Y; BUILDING: ± II,518 S.F. (0.26 ACRES) RESULT IN 11.37 GFS (FROM ON -SITE) PLUS O.G GFS - - -_ - _ -- - _ �� - ,. OTHER IMPERVIOUS: ± 4e,,Ill S.F. (I.1 ACRES) (FROM OFF -SITE) = 12.3 GF5 MAXIMUM ENTERING `� _-:: _ TOTAL NEW IMPERVIOUS: ± 5cl,62a S.F, (1.36 ACRES- 629vo) EXISTING IS" RGP. EXISTING 18" RGP AT I.7� SLOPE .-- - r :_ PRE VER5U5 P05T IMPERVIOUS: ± 50,077 S.F. (1.15 ACRES-52`%) CAPABLE OF HANDLING 14 GF5 ±. (VIA NOMOGRAPH) -` - - D 20, 40' bD' TOTAL OPEN SPACE: ± 46,174 S.F. (1.06 ACRES-4e °%) Scale: I" = 20' north W W � z oz a Q � b W o � d Q Date: 10 March 2011 For Permitting Revisions: 5/10/11 For Permitting 5/5/11 Revisions/ NCDENR Drown By ARD Checked By GSM Project # Sheet Title Grading Plan Sheet C --- 3 . 2 of G 1 1, r"' i � i ; - ; 1 I 'r 11 � t r'r' 1', - � f ; L' ' � • " a ,+- •I A' 4r 1, "4 YI � I r1 •+' r i •• ' •�., +� I I sr I t 1" y{1 i r 1Y411 1 I �'i Ir i be S' s'! S i#�' ' -.. •X, • -.1 .1 .,.,t .... , . . .. . .. .. ., t.. .. .:-�, , r ., r4 7 _. 1'l: .. i1C :. -- 1, 'I- t A jr f ._ _.. .. - - - - ,'._ _1 _. - i_-- .-.I L___- �t, _ F_� -_ .ic'- �'-+- - - i. --.... t1r _ : ,.i - .` _i r ,�- -` i.��s 'u��',l .sir •'i a �_'1_.11: Q 0 �pI 4 In \AD 1: V I ENNA LANE 2: FIREDALE DRIVE Q� north -VicirItH Ma Not to scale Bio-Ce l I Underdra in 5c.hedu I e BIORETENTION-CELL/RAIN GARDEN # I O 40 LF OF 6" PERF. PVC PIPE a 0.50% SLOPE (MAX.) WITH (5) GLEANDUTS 0 20' O.G. 4 (1) 6" PVC, TEE FITTING P 60 LF OF 6" PERF. PVC PIPE a 0.50% SLOPE (MAX.) W1TH (5) CLEANOUT5 a 20' O.G. I$ (1) 6" PVC, TEE FITTINGS a 6O LF OF 6" PERF. PVC PIPE a 0.50% SLOPE (MAX.) WITH (5) GLEANDUTS a 20' O.G. R 60 LF OF 6" PERF. PVC, PIPE a 0.50% SLOPE (MAX.) WITH (3) GLEANOUTS ® 20' O.G. 5 60 LF OF 6" PERF. PVC, PIPE ® 0.50% SLOPE (MAX.) WITH (5) GLEANDUTS 0 20' O.G. T 40 LF OF 611 PERF. PVC PIPE a 0.50% SLOPE (MAX.) W1TH (2) GLEANDUTS ® 20' O.G. U 10 LF OF 6" PERF. PVC PIPE 0 0.50% SLOPE (MAX.) V 40 LF OF 6" PERF. PVC PIPE 0 0.50% SLOPE (MAX.) WITH (5) GLEANOUTS 0 20' O.G. $ (5) 6" PVC TEE FITTING W 5 LF OF b" PERF. PVC PIPE a 0.50% SLOPE (MAX.) Legend t Leta i I Ke - 576- - EXISTING CONTOUR 76 PROPOSED CONTOUR -- PROPERTY LINE IW.AK-�■ EXISTING STORM DRAIN SYSTEM � = � PROPOSED STORM DRAIN SYSTEM ... ::::.... .... G BIO-RETENTION/RAIN GARDENS 101 GCONCRETE RISER BOX eFOREBAY5 3. k0m .. m . � GLEANDUTS $ UNDER DRAIN SYSTEM 3. i .� ll FLARED END SECTION b - + - + - 3 PROPOSED DRAINAGE EA5MENT LIMITS SEE SURVEY FOR ADDITIONAL LEGEND �'' �,'P _ _�I ., r_ NOTES: _ __ �� r_ . �- __j ti �-r,� GRASS/SOD, SEE RAIN -GARDEN I. SEE 6RADIN6 PLAN (G-5-2) FOR OVERALL STORM __ ��a -� AND LANDSCAPE PLANS. DRAINAGE DESIGN CALCULATIONS AND THI5 r, < SHEET (6-3.5) FOR UNDER -DRAIN PIPE QUANTITY -.... r` r� _; 4" GAPPED PVC GLEANOUT PIPE AND LOCATIONS. '�. � (TOP FLUSH W/GRADE $ PAINTED BLAGK) 2. GLEANOUT PIPE5 TO BE PROVIDED AT MIN. I PER � -� � _� I000 5F OF SURFACE AREA. 511 GRAVEL \•'" v, MIXED PLANTINGS OUTLET STRUCTURE NGDOT STD. 640.14 5. MINIMUM MEDIA DEPTHS: GRASS OR AND STRIP, (1F � i I (SEE PLANTING PLAN) (SEE GRADING PLAN FOR SPECIFICATIONS) TREE/SHRUB CELL - THREE FEET. CRATE TO BE PAINTED SLAG ` 4. MULCH LAYER TO CONSIST OF TRIPLE SHREDDED E + ' ' D MATERIAL. AGED A MINIMUM OF 6 APPLlGABL) h. ,• HARDwoo AL 1,I r,t I/ `r / �/ , �� ,a ., } A'! � MONTHS. IMPERVIOUS , �,1 11• ; � " 5. SEE FOREBAY DETAIL IF REQUIRED. ,11 ,�+ 5 1�` r i! fr 6. SEE PLANTINO PLAN FOR AND LOCATIONS OF PLANTIN�I WITH NARAINES Y GARDEN LIMITS. 12" PONDING - 7. BMP SHALL BE LOCATED IN A RECORDED .. DRAINASE EASEMENT MATH A RECORDED ACCESS AREA iIAX 14�1EASEMENT TO A PUBLIC RIGHT OF WAY. FILL SOIL MEDIAtD%- 8-IMMED=RAIATELY IATELY AFTER COMPLETIOON AND MAINTENANCE N, MIX: 85-SS90 SAND PLANTS TWICE WEEKLY (IF NEEDED) UNTIL 8-12% FINES 6< .. OUTi. T'P� - coME ESTABLISHED (TYP. b PLANTS BE SHED 3-555 ORGANICS WEEKS}. irate Gt�ADIA16 t'LAK _.. _ FO R" SPEC.LI�1GAfitONS} SITU SOIL SNOW, MULCH, OR ANY OTHER MATERIAL ...1j .. - - BE PILED ON THE SURFACE OF 4 WASHED SAND -- ..::. ..%.. : Lo�arroN�.M,AY i/ARV WILL NEVER .. ... - THI5 BMP T WILL NEVER BE DRIVEN FILTER FABRIC, OR _. - -HEAVY EQUIPMEN .. .... .. ... ..... _ OVER THIS BMP. GHOKING STONE - _ -A 50IL TEST OF THE 50IL MEDIA WILL BE B" #57 STONE - - - -1 11 ,�= - - _ CONDUCTED ONCE A YEAR. . Via_ 1-1 TI. = . .:,� -SOIL P-INDEX TO BE BETWEEN I0-30. b" PERFORATED 11 - - - - -- - - wTHIN HP To BE}IOIUNR55 AFTER PEOTED OEVER STORM AND (SEE INLET Nib P A MONTH A LAN EVENT GREATER THAN I INCH. Y PVC, UNDERDRAIN - IN SITU 501E :_ , z - INCH AVER OF MULCH ONCE PER - _ - - - -ADD G L -' ONE I 2' MIN. D I STANCE - / YEAR AND GOMPLETLY REMOVE AND FOR 5PEGIFIGATIONS) TO WATER TABLE - - - - - = REPLACE MULCH LAYER ONCE EVERY TWO ' WATER TABLE YEARS. -OPERATION AND MAINTENANCE REGORD5 WILL BE KEPT AND MADE AVAILABLE UPON RAIN N G ARDF_N/�3 i OR=T�NTI ON CELL REQUEST. N T 5. O ' A/ EARTHEN BEWEIR, i ,, i VEGETATED �, pf\ ,) "II tiV i' (SEE LANDSCAPE PLAN) RAIN ,,IIr// +�}lf jt la GARDEN ,1! � 7--'- FLARED END LANDSCAPE BOULDERS SECTION 4 4-6" RIVER ROCK, SIZED PER INFLOW VELOCITY. . _.. POND LEVEL �_ RAIN GARDEN/BIORETENTION GELL - FOREBAY NOTES: I. SEE THI5 SHEET (G-5.5) FOR LOCATION, ORIENTATION AND HORIZONTAL LAYOUT OF FOREBAY(5). 2. MAINTENANCE TO INCLUDE: SEDIMENT REMOVAL WHEN 25% OF FOREBAY VOLUME 15 FILLED WITH SEDIMENT; MAINTAININ6 ACCESS TO FOREBAY AND RAIN GARDEN; CHECKING FOR EROSION OF SLOPES AND BERM; HAND -REMOVAL OF WEED5. FLOW FOREBAY DF-51ON DATA: RAIN -GARDEN # I I FOREBAY # 1 2 RAIN-6ARDEN VOL. 41,02 GP 4,102 OF FOREBAY 96 FLOW 22 _U5 FOREBAY VOL. 160 OF 640 OF ROCK 51ZE I. • ROCK DEPTH 2.5 FT. 2.5 FT. * MIX OF 4-61, RIVER ROCK W/ LAN05GAPE BOULDERS, 2-5' AV6. N.T.5. • ,/,: I j - / //;'';'' /''' / . 1 ,.x d3 I /: % �; / } , / -, ,/ � i; �; /'f� , '; r / / ,/ ' I I I I I I I I I I I I I !rl l / /� /x /` ,. i / / /'11,11../ ' / ' I - G.G. TO REFER TO SHEET 0-5.2 / /; / /' , - ,// 1 i / is /-I / % / / / " 1% " 1/j GRADING PLAN FOR THE /,� ; .:' :,�'� / ; j �;/..: ; ;= / / S� 7 PROPOSED STORM DRA I NAGE /,'' //. ;i''/ /, ' j" --' , p16 9 I SCHEDULE DESIGN % ;/ ii,. /' ;% ■ %I a` /. /, ,�� . /_/___/_,�,� /. , '= /i i /i ;' J /' ' !,' ,i/'. i /:' r i j -',1' /,/,; r /.- }, - - �I�,� �.r 7'�'•. �' 1 ' ' , ; / /%i' �' ,/,�/XIX", /, , , ,,, �i , , W %. / 1 ' �;". -_�%_ I I FLARED END 11 /% , , -,x", ��jj��,,,, , - ; . ■ i_ .jj CO, L G6 SEGTI ON (FES) # I CO ; �,, i/` �/, /' ■ Co - - INV. OUT: e> �- "' % i.- %/, - /i.' /,'-' / ;' /"/,, / ' I� 1 I 1Il I� I I. 2 FOREBAY # 2 // ,_ / , 600DWILL INDUSTRIES /' / %% j'/, ,, // F.F.E. 886.0 - i ! 11 1 3. MIXTURE OF 3 5 /, / . /.%,/ / � I . . ' [' J. . .. I . BROWN RIVER ROCK, /; ;', /: /' ;%% - 5 -7 RIVER ROCK ' ' , / _ ;'' : , I .O O O O Q . WITH BOULDERS '/ ',%/' // /. /-' //'i, . , :I SLOPE I f'1 I I 0-1, - ;"-:-" i ,,''/; RAIN GARDEN - 1. / / /,'''''' „% ,• ; /,= - I j 1 : 1. RAIN GARDEN / /''' ,�,� '/ UNDERDRAINS, SEE 1 . . � LAIUNDERDRAINS, SEE /: �';. /, //.-,,'/i ;SCHEDULE, THIS SHEET' : - 2:1 SCHEDULE, THIS SHEET i; I,, : i i` f; /. , ' ; ,, /, GLEANDUTS (GO), TYP. 4 00 . u GO €r - GO' GO ...: _ O r %: , /,,',' / ./ - j, / ,' / / / 3. I GLEANDUTS (GO), TYP. ,/11 / j !// / 1 3. ,. , ' j / / , %- ;PROPOSED DRAINAGE % 1 ; /.,; / /, " /= - ; ;" " .; ;=-, " `%'EASEMENT LIMITS ' ; 1 : I 1 �. 1..., .. 1 d1 ��/=: � i ,, //_� FOREBAY # .2 2 1; . � I l; I IL """""" i j. ;, / ,, // ,. ' M I XTURE OF 3 "-5" 3 .. 0 l ,,: �, /; ,'' , ; ,% / If I 1 I �" I ' . G.G. TO REFER TO SHEET G-4 .. // �'"' ' /BROWN RIVER ROCK,;` �;: � T- " /: ; , / X'-1, , , _ #, 1 ' F. I # I I LANDSCAPE PLAN FOR THE I 5 -7 RIVER ROCK % PROPOSED BIORETENTION CELL ,�-�%%;WITH BOULDERS %% ; . 1'' . -�: 1 . 1. �" .:. :1 LI .'gym �i: , /i, /--:i """ �/' , / /;/ / /;' ' 1.% + I � PLANTING DESIONlb / :/ %; '!,' '- /FLARED END -''i I I /: i/ //:: iG0 GO GO O GO .4II //; , - �.5EGTION (FES) 2i; Gb _ . ' ;(�fl .%,' IEEE/,// /�;-,; / INV. OUT: 876.0 i;-; -' .. - . yl BIORETENTION-CELL/RAIN GARDEN I /, .. , , , ; / -, / , „ /, , , / 1: REQUIRED SURFACE AREA : ± 4- - I I�J .,130 S.F. ' %; / //% :' ;'' ./ , %". / %:: �. ;' : , } . PROVIDED 5URFAGE AREA: 4,aa7 S.F. (aO x 2 ) - - 1 - I 1 . ,� I + TOP OF BASIN ELEVATION: 876.0 - 1 •': �. I I I I I BOTTOM OF BASIN ELEVATION: 875.0 I I I .1 1 I' PONDINO DEPTH ! ■■ ■■■■;:■■i■ ■■�■■`■II■■■ ■■■■alr�■I■ -- AN 1 1 � . 11. � 1 :, t 3' SOIL MEDIA MIX m f __-\ ` .1' 1 . i. .. I . -I I. ■ INV. OUT OF UND ERDRAIN IS 4' BELOW BOT�OM ! ( I OF BASIN ELEVATION ry I 101 - \ I .. I I .. ,. I I (SEE DETAIL 1 4 2 THIS SHEET ) CO , 1 I <` l:. . 1 1 r , a c ,. 1 ` . ' �'I ' � r - O'...4"� -� PROPOSED DRAINAGE �, 1 EASEMENT LIMITS 1 . � E 1 '! j t- ] . 1 ` -t'-- -�- -.1I.: 1 �_ .'= � '` ; 1 .' 1 CAST CONCRETE �, ` a _ I - �1. 75 3. RISER BOX (RIB #I) r , TOP GRATE: 876.0 � _ � . --�.l � , 3 -- I SLOPE I I _4 - . �6 (1 PONDING DEPTH) 1 � O iI ",INV. IN (6" UNDERDRAIN): 572.0 ! 1 7q I I 77 _ ' INV. OUT (15" RCP): 871.a0 f € I � 7811 6 I j - c f � _, � . r ii - , 11 i <r I I G.G. TO REFER TO SHEET G-3.2, r ---i- a I i� , Ii l - I c�- TWIN GRADING PLAN FOR THE j 1 PROPOSED STORM DRAINAGE 1 �_ SCHEDULE $ DE51 GN >g \ - -- -- - ----� - - I - - - 11 - - - �`l - - �� ) _ - --_ ` ! - _ ROBI NHOOD ROAD _ - -- - " ; � c * � - � � 11 -'A� - -. _ I ,LY _" -- - PUBLIC R.O_N_ -W G -_.. v 1 �r� _ ,_ -�� __ _ - - -------�--_ --- - _ �_ �. - - - ---- _ _ -1- - - - - -- - �-- - - ... - _ __ _ w �) / _. ,,,�_- ,�,_ ~ _ 7 _. . -- _ w- w- w_ 8p N _ -1r - q ---- 1;. vi " - --- �..__.---_ -- ---- - - -..__ --- ----------- . -_- - I.I NOTE: NO DELINEATED WETLANDS EXIST ON THI5 SITE. O 10, 20' 30' Bioretention Facilities O erotion � Maintenance: north scale: I" = 10' GOODWILL 15 RESPONSIBLE TO PERIODICALLY GLEAN THE FACILITY, REMULCH AND REPLACE DEAD, DYING OR DISEASED PLANT MATERIAL. UNDER NO GIRGUM5TACES WILL THERE BE ALLOWED ANY EROSION OR SEDIMENT TRANSPORTED TO THE BIORETENTION FACILITIES OR ANY OTHER INFLUENT WHICH MAY CREATE AN IMPERMEABLE LAYER ON THE FACILITIES. THE BIORETENTION SYSTEM 15 DEFINED AS THE RETENTION AREA (PONDING AREA), FOREBAY, MULCH AND LANDSCAPING WITHIN THE RETENTION AREA, AMENDED SOIL OR PLANTING SOIL 5UBGRADE AND SUBDRAIN WITH GRAVEL BED AND FILTER FABRIC. ENTIRE RAIN GARDEN AREA SHALL BE IRRIGATED. (NO IRRIGATION EQUIPMENT OR MATERIALS WITHIN THE RETENTION AREA ARE ALLOWED). MAINTENANCE ACTIVITIES SHALL BE PERFORMED AS FOLLOWS: 1. AFTER EVERY SIGNIFICANT RUNOFF PRODUCING RAINFA_L EVENT AND AT LEAST MONTHLY: + VISUALLY INSPEGT AND REPAIR ANY ERODED AREAS. REMOVE TRASH AND DEBRIS. + RE -MULCH ANY VOID AREAS BY HAND AS NEEDED. + AFTER RAINSTORMS, INSPECT THE RETENTION GEL_ AND MAKE SURE DRAINAGE PATHS ARE CLEAR AND THAT PONDING WATER DISSIPATES OVER A 4 TO 6 HOUR PERIOD. KEEP IN MIND, THE BIORETENTION CELL 15 NOT A POND. IT SHOULD '\OT PROVIDE A BREEDING GROUND FOR MOSQUITOES. MOSQUITOES NEED AT LEAST 4 DAYS OF STANDING WATER TO DEVELOP AS LARVA. + WEED REGULARLY AS NEEDED. 2. EVERY 6 MONTHS: + ADD A FRESH LAYER OF MULCH AS NEEDED. THE OREVIOU5 MULCH MAY BE REMOVED AND DISCARDED TO AN APPROPRIATE DISPOSAL AREA OR RETAINED IF IT I5 DECAYED. THE MULCH SHOULD BE PLACED TO DEPTHS NOT EXCEEDING 3 INCHES. SEEDING GROUND COVER OR GRASS AREAS SHOULD NOT RECEIVE MULCHING. + VISUALLY INSPECT VEGETATION FOR DISEASE OR PE57 PROBLEMS, IF TREATMENT IS WARRANTED, USE THE LEAST TOXIC APPROACH. REMOVE AND REPLACE ALL DEAD OR DYING VEGETATION CONSIDERED BEYOND TREATMENT. 3. ANNUALLY: + CHECK THE PH OF THE PLANTING SOIL. APPLY AN ALKALINE PRODUCT SUCH AS LIMESTONE, AS NEEDED. + PRUNE EXCESS GROWTH. TRIMMED MATERIALS MA`' BE RECYCLED BACK IN THE REPLENTI5HED MULCH OR LAND FILLED IF THERE 15 A CONCERN OF HEAVY METALS ACCUMULATION. + GORE AERATION OR CULTIVATING OF UNVEGETATED AREAS MAY BE REQUIRED TO ENSURE ADEQUATE FILTRATION. + THE OVERFLOW STRUCTURE SHOULD BE INSPECTE:, TO ENSURE IT 15 FUNCTIONING. ACCUMULATED TRASH AND DEBRIS SHOULD BE REMOVED AS NECESSARY. Dotes 5ioretention / Rain Carden Bioretention Construction Sequence 1. I" SOIL MEDIA TO BE MINIMUM OF 2' IN DEPTH FOR RAIN GARDEN # 1. SOIL THE GENERAL CONTRACTOR (C.C.) MUST FOLLOW THE FOLLOWING CONSTRUCTION SEQUENCE. G.G. MEDIA MIX TO CONSIST OF : 85-88% SAND, 5-12% FINES AND 5.5% ORGANICS. TO INSURE THAT ALL SITE CONSTRUCTION ACTIVITY HAS BEEN COMPLETED PRIOR TO THE THE SOIL MUST HAVE AN INFILTRATION RATE OF AT LEA5T INCH PER HOUR AND INSTALLATION OF THE BIORETENTION-GELL/RAIN GARDEN. IT IS ABSOULTELY REQUIRED THAT A pH BETWEEN 4.5 AND 7.0%. IN ADDITION, THE PLANTING SOIL SHOULD HAVE A ONCE THE PLANTING 501L 15 INSTALLED, NO SEDIMENTATION BE ALLOWED TO CONTAMINATE THE 1.5-3% ORGANIC CONTENT AND A MAXIMUM 500-PPM CONCENTRATION OF DEVICE, IF ANY CONTAMINATION OCCURS, THE C.G. WILL BE REQUIRED TO REMOVE AND REPLACE SOLUBLE SALTS. ALL THE PLANTING SOIL MIX, PLANTS AND UNDERDRAINS AT HI5 EXPENSE. 2. ENSURE THAT THE 501L P-INDEX IS BETWEEN 10-50. 3. THE MAXIMUM PONDING DEPTH IN THE BID -RETENTION AREA SHALL BE 12 INCHES. 1. INSTALL ALL ER05IONS CONTROL DEVICES PER SHEET G-3.2 AND C-b. 4. A MULCH LAYER SHALL BE PROVIDED CONSISTING OF 2 TO 4 INCHES OF 2. EXCAVATE RETENTION AREAS AND INSTALL TEMPORARY SILT BASINS A5 SHOWN ON SHEETS COMMERCIALLY AVAILABLE TRIPLE SHREDDED, HARDWOOD MULCH. 0-5.2 (EROSION CONTROL PLAN) AND C-6 (GRADING 4 EROSION CONTROL PLAN). 5. THE UNDER DRAIN COLLECTION SYSTEM SHALL BE EQUIPPED WITH A 3. ROUGH GRADE 51TE AND COMPLETE ALL 51TE DEVELOPMENT WORK. PERFORATED PVC, PIPE (SEE RAIN GARDEN GHART5i WITHIN GRAVEL LAYER. 4. UPON COMPLETION AND STABILIZATION AND AUTHORIZATION TO DO 50, REMOVE TEMPORARY THE PIPE SHOULD HAVE 3/8" PERFORATIONS, SPACED ON 6-IN6H CENTERS WITH SEDIMENT BASINS AND EXCAVATE (UNDERCUT)/REMOVE ALL SILT FROM RET"EN71ON AREAS. A MAXIMUM OF 3 HOLES PER ROW. THE PIPE SHALL BE SPACED AT MAXIMUM 5. EXCAVATE AND FINAL GRADE RETENTION AREAS AVOIDING ANY FORGAST OF RAIN EVENTS. OF 10 FT. ON CENTER AND A MINIMUM OF 0.5% SLOPE SHALL BE MAINTAINED. A INSTALL FOREBAYS AND STONE OUTLET DEVICES. \ \_� � PERMEABLE FILTER FABRIC 15 PLACED BETWEEN 7I4E PLANTING SOIL BED AND 6. INSTALL UNDERDRAIN5 AND GRAVEL PER PLAN AND DETAIL SHOWN ON THI5 SHEET (0-3.3). THE GRAVEL LAYER. 7. INSTALL SOIL MEDIA MIX PER SHOWN ON THIS SHEET (G-3.3). 6. IF APPLICABLE, THE FILL BERM OF THE RAIN GARDEN SHALL BE 5 FT. WIDE g. INSTALL SOD, PLANT MATERIALS AND MULCH AS SHOWN ON PLAN G-4 (LANDSCAPE PLAN). TYPICAL AND COMPACTED TO 11536 STANDARD PROCTOR WITH SOIL THAT 15 NOT HIGHLY PERMEABLE OR WHICH DOES NOT EXHIBIT SIGNIFICANT SHRINK SWELL OR DISPERSION PROPERTIES. 7. SLOPES SHALL BE GRADED TO NO GREATER THAN 3: i. U) w P4 &=4 U) u ,cs 94 F � ,b fz7 O 1--1 '.ice'', ,[ 0 � co O o 0 Q 0 C L� Date: 10 March 2011 For Permitting Revisions: 3/10/1i For Permitting 5/5/11 Revisions/NGDENR Drawn By ARD Checked By GSM Project # Sheet Title E31oRetention Cell Design $ Grading Man Sheet C s 3. 3 of ,, - -rI .- ,,, . , ,I* '-I, i- ,,!,.1 `1.-I. : . , . I.- _ , ,- - - i ":�3 - - T % TT,F 1 1. 1 '~�-�� (tTTl- .-. , -.�, II �,%,. .�, :; I:":, ," ., . 1 . . .-I�, ,.,, '. , ::. ,I1�, 1..!;: I . :., .,.,1,,.-. �r .! l 4 i I., i I'r i- 11,I1'1 ,.4 j II! EI r it i i ": y'kili. +i iyq?ail T f , .s ?i ro .,r ;. Y 1 �51 \_Ao 1: VIENNA LANE 2: FIREDALE DRIVE 4� north Vicinitw M012__ Not to scale I moortant Note: • ANY TREE5 PLANTED WITHIN THE B10-RETENTI0N GARDEN SHOULD BE PLANTED WITH THE TOP OF THE ROOT BALL PARTIALLY OUT OF THE MEDIA. THEY SHOULD BE PLANTED TO HAVE FROM 1/3 TO 1/2 OF THE ROOT BALL WITHIN THE MEDIA. THI5 WOULD LEAVE FROM 2/3 TO 1/2 OF THE ROOT BALL ABOVE THE MEDIA. 5YM. 07Y I COMMON NAME SCIENTIFIC NAME GAL. HE16HT SPREAD REMARKS TREES 4 EVER&REENS RSM 10 Red Sunset' Red Ma le Acer rubrum 'Red Sunset' 3" min. 12'-14' min. 5' MIN. BIER, Straight Central leader, specimen RVB 13 'Duro Heat' River Birch Betulo Nigro 'Duroheot' 2.5" Ea. 12'-14` min. - 3 Ganes, B,115, specimen GE 8 Chinese Elm Ulmus Parvifolia 2.5" Ea. 12'-14' m1n_ 8' MIN. 545, strol ht central leader, s ecimen CMN 5 Natchez r.,roj2e M rile La erstroemlo Indira 'Natchez' 2" cane 10'-12, min. - 54B multi -stem 3 canes each s ecimen KWG 7 Kwanzon Cherrq PrunU5 serruloto 'Kwanzon' " Min, 10'-12' min. - B45, 5troi ht central leader, 5 ecimen DDG 7 Deodor cedar cedrus deodora - 10'-12` min. V MIN. 545 Stroi ht central leaders ecimen GYJ 13 Japanese Cedar Gr tomeria 'a onica 'Yoshino' - 6-8' - 54D full to ground M5 4 Ma nollo Saucer Magnolia x 5oulan ions 3" Min. 10'-12' min. 6' MIN. BBB, straight Central leader, specimen NRS 52 1 Nellie `R' Stevens Ho 114 Ilex x 'Nellie R. Stevens' _ 8' min. 4'-5' MIN. 54B strai ht central leaders ecimen SHRUBS 4 67RASSES DBH 35 Dwarf Burford Hollq ilex Cornuto 'Burfordii Nana' - 24" min. 24" min. container IH -7ci Indian Hawthorn Indira 'Elenor Tabor' - 15" min. 24" min. 50, heovul, full ELF 125 Elea nus .1'Zol2hiolop5is Eleognus pun ens - 24"-30" 24"-30" DLL 31 Otto Luyken Laurel Prunus lourocerosus 'Otto Luyken' - 50" min. 24" min. container, heavy/full LP5 22 Little Princess Spires 1591rao Japonica 'Little Princess' - 15" min. 1 15" min. 30, heov , full &ROUNDGOVERS / PERENNIALS / &RA55ES OF6 341 Oriental Fountain Grass Pennisetum orientale Koleg Rose' - 0" min. - Contoiner,full DLL 515 'Stella de Oro' Daylily Hemerocallis 'Stella de Oro' - 0" min. - 15, full BES 410 Black -Eyed Susan Rudbeckia Hirto - 15" min. - 15, full 50D - HYBRID TALL FESCUE - NORTH CAROLINA CERTIFIED 50D ORAS5 Container plants w/heavy root mass and few roots circling the root mass: Plant "Bare Root" style. Manually pull root mass apart and spread roots evenly on a firm cone of soil in the base of the plant pit. Do not cut Into the root mass. 5ackfill by hand as specifled, insuring that no air pockets remain within the fibrous root mass. MIN. 1/4 ROOTBALL ABOVE EX. GRADE. HIGHER IN FLAT AREAS. SHRUBS MAY SAUCER BERM BE SET LOWER IF SUBDRAINAGE 15 ADEQUATE (PER PERO TEST) 1/4 ROOTBALL HT. MULCH AND/OR LAWN A5 SPECIFIED 6 CONTINUOUS HEDGE TRENCH. BAGKFILL W/ TILLED 51TE SOIL AMENDED AS SPECIFIED FOR FERTILITY AND pH. UND15TURBFFD 501L, OR PROVIDE FIRM PEDESTAL UNDER R007BALL TO PREVENT SETTLEMENT. WHEN PERG TE5T5 INDICATE INSUFFICIENT DRAINAGE FROM PLANT PIT: INSTALL 6 IN. 'TERRAFLOW' (OR EQUAL) WAFFLE DRAIN. EXTEND KNIN. Ili SLOPE TO DAYLIGHT OR DRAINAGE STRUCTURE. TRANSITION ZONE: BLEND SAGKFILL 501L WITH NATIVE SOIL ROOT ESTABLISHMENT ZONE: SUBSOIL AND SCARIFY 4 FT. OUT FROM THE ROOT5ALL TO 12 IN. MIN. DEPTH. AMEND TO OBTAIN OPTIMUM pH. 5HRUB PLArNT I N6 (POORLY DRAINED 501L) N.T.S. I. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY. 2. 50AK ROOT 13ALL AND PLANT PIT IMMEDIATELY AFTMZ INSTALLATION. 5. 5TAKINe IS REOWRz D FOR ALL TREE5 IN R.O.K. OR UPON REWC-ST OF ARBORIST. 4. REMOVE EXCESS SOIL FROM SITE AND DISP055E OF IN A LEGAL MANNER. 5. RESEED UNMULGHED, DISTURBED AREAS. 5/4" NYLON STRAP- IR5 (5'-6' HT) x x I-DDG (10'-12'_ HT_ _ = - 3-kN0 65'-10' HT.) 35-D5H (3' o.c.) _ IO'x-f0' 51CHT �- V15TANCE TRIANGLE _ SOD \ IOX70' SIGHT DISTANCE TRIANGLE "% r 50D LIMITS OF 50D ____2-RSM (I2-14' HT)---B-NRs (5'-6' HT) 23-ELP (6' O.G.) I-GYJ {qO.G ) r r P S 2-GE (12'-14' HT) l I -MS 03' HT) q-NRS (5'-6'HT.) i-RSM (12-14' HT.) II \ O O �..................... ...................-:....., :..... ...::::.:: ROOT GROWN TO BE -- - DING SCHEDULE FOR NOTED 55 AREAS 1 AT FINISH GRADE " SLIP KNOT WITH STOP _ _ SOD I-RVB (101-12'WT.) I-LP5 {3' O.G.) 4" HI 6" WIDE 6W KNOT. 6" LAR6ER THAN SOD MIX: L - 3 -~ y, - L SOD MAXIMUM BERM OUTSIDE TREE DIAMETER .. - �-~ -�- ~- � f''°- �' 10-DLL {I8"O.G.) 25-BES (18 O.G.) I -GE (12`-14' HT)" OF ROOTBALL KEEP MULCH AWAY I" TO 2" HYBRID TURF -TYPE TALL FESCUE BLEND. A MINIMUM OF (3) VARIETIE5 OF TURF -TYPE TALL � ;-,, - � 0 - - FROM TRUNK FE50UE SHALL BE USED. ALL 500 MUST BE STATE CERTIFIED AND CONTAIN 3-I"X21'XI8"NO 5TAKE5 WITH " NOXIOUS WEEDS. w 6-OF6 (3.5'O.G.) r CERTIFIED %" HOLE MAXIMUM LAYER OF MULCH FERTILIZE 50D BEDS WETH 2 TONS/ACRE LIME AND 500 LBS/ACRE 10-20-20_ F -l`f - �� `�_ ~� a - -- DRIVEN IN LINE WITH 57RAP EQUALLY FINISH GRADE SEEDING SCHEDULE FOR ALL GRASSED AREAS ham_ - -- SPACED AROUND M- 5EE2M'X` Irri ation Fors th Count I lantin Re uirernents HYBRID TURF -TYPE TALL FESCUE BLEND. A MINIMUM OF (3) VARIETIES OF TURF -TYPE TALL (( tJIFFESCUE SHALL BE USED. ALL SEED MUST BE CERTIFIED WITH A MINMUM GERMINATION RATE OF 65%. ALL SEED MUST CONTAIN NO NOXIOUS WEEDS. I. REGISTERED IRRIGATION CONTRACTOR (R.I.GJ 15 RESPONSIBLE FOR VERIFYING HATER PRESSURE ON 51TE BEFORE DE516N AND STR�TY,�4RD: REMOVE TYPICAL r _ AGKPILL SOW SEED AT THE RATE OF 250 L$5/ACRE. INST TION OF IRRIGATION SYSTEM. REQUIRED: EXCESS SOIL FROM r... = A5 SPECIFIED FERTILIZE SEEDED AREAS WITH 2 TONS/AGRE LIME AND 500 LBS/ACRE 10-20-20. 2. R.I.G. TO SUPPLY ALL EQUIPMENT AND MATERIALS NECESSARY TO PROVIDE iOo% COVERAGE OF ALL NEW SOP, TREE: AND SHRUB 10' WIDE WITH MIN. OF 2 LARGE/100 L.F. (20'-75' APART, MIN. 5' HIGH AND 2" CALIPER) AND CONTINUOS ROW OF SHRUBS PLANTED AT 15" ROOT GROWN _ - ' MULCH WITH 2 TON5/ACRE GLEAN STRAW OR HAY. TACK WITH RAPID -SETTING EMULSIFIED AREAS WITHIN THE PROPERTY LIMITS SHOWN ON THE PLAN. IRRIGATION 5Y5TEM TO INCLUDE DRIP IRRIGATION METHODS FOR e4, � EDGE TO EDGE. SHRUBS = 18" MIN. HEIGHT AT PLANTING, REACHING 3' HEIGHT 'N 3 YR5 (MAX. 30% DECIDUOUS). REMOVE TOP 2/3 - - - UNDISTURHED�$01L ASPHALT AT 10 6AL. PER 1000 SQ.FT. OR OTHER TACKING AGENT APPROVED BY 3. NEW 5HRU05 A� M'' IRRIOATIN6 PLANT BEDS AND LAWN AREAS WITH THE SAME ZONES, KNOWN A5 GENERAL COVERAGE SYSTEMS W1LL NOT BE • RQ5I MOOD ROAD- I-M L.� PROPOSED: MIN. 10' WIDE, 4 LARGE AND 56" NIGH BERMS. BURLAP AND ANY - - - ,`' LANDSCAPE ARCHITECT. ACCEPTABLE. NAIL5/PIN5, ETC 12" 4. IRRIGATION MATERIALS SHOULD INCLUDE BUT ARE NOT LIMITED TO PVC PIPE, SCH 40 IRRIGAT#ON SLEEVES, TEES AND ELBOWS, • v1ENrw 332 L.f=.: PROPOSED: MIN. 10' WIDE, 7 LARGE, 3 SMALL TRE[5 AND CONTINUOUS ROW OF SHRUBS. REMOVE TOP ), OF WIRE BALL DIA. 502aW PREPARATION NOTES POP-UP SPRAY AND ROTARY HEADS (6" POP-UP IN TURF AREAS FLEXIBLE DRIP IRRIGATION PIPE POP IN EMITTERS ) PR BASKET WHERE PRE -SENT ARIE5 I. SURFACE WATER CONTROL MEASURES ARE TO BE INSTALLED ACCORDING TO PLAN. WATERPROOF EXTERIOR, 12-5TATION TIME CLOCK (MIN) IN LOCKABLE BOX WITH INSTRUCTION MANUAL, BAGKFLOW PREVENTER, YARD: REQUIRED. RAISE PIT BOTTOM TO 2. ANY EX15TINO WEED VEGETATION TO BE SPRAYED WITH SYSTEMIC WEED KILLER ACCORDING TO MANUFACTURERS SPECIFICATIONS. SEPARATE IRRIGATION METER(SEZED APPROPRIATELY ACCORDING TO SYSTEM NEEDS AND AVAILABLE PRESS 1 , AND RAIN SENSOR. EQUIPMENT TO BE TORO, RAINBIRD, HUNTER OR APPROVED EQUAL. REQUIRED: TYPE II BUFFER WIDE, 2 TREES, 5 PRIMARY EVERGREENS AND:;0 SUPPLEMENTAL EVERGREEN SHRUBS / I00 L.F.) 5P-7 ROOT CRONN AT THE CORRECT HEIGHT. 3. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH 5" (MINA TOPSOIL. TOTAL 5. ALL MAIN LINE, VALVES AND QUICK COUPLERS TO BE INSTALLED OUTSIDE OF RIGHT-OF-WAY. - 1 WEST SIDE BUPPERYARD6Q L.F. FIRM SOIL UNDER ROOT SEEDBED PREPARED DEPTH SHALL BE 4"-b" DEEP. 6. COORDINATE WITH OWNER FOR LOCATION AND OPERATION OF TIMEGLOGK. IV WIDE WITH 4 LARGE TREES, 15 PRIMARY EVERGREENS AND 45 SUPPLEMENTAL EVERGREEN 5HRU55. BALL 4. LOOSE ROCKS, ROOTS, DIRT CLODS AND OTHER EXTRANEOUS MATERIALS SHALL BE 7. LANDSCAPE CONTRACTOR (L.c) TO COORDINATE WITH 5.0. FOR TIMING AND LOCATION OF IRRIGATION SLEEVE INSTALLATION ALL TREES SHALL MEET AMERIGAN STANDARD FOR NURSERY STOCK !ANSI Z60.1-2oD4) REMOVED FROM THE SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND MAINTENANCE OF THE GRASS. 5l)ZFAGE FOR FINAL SEEDBED PREPARATION, AT 5. ALL IRRIGATION LINES TO BE SET A MINIMUM OF 12" BELOW FIN15H GRADE. ALL IRRIGATION LINES TO BE SET IN 5GH 40 PVC SLEEVE5 AND A MIN. OF 12" TO 15" BELOW FINISHED GRADE WHEN WITHIN PAVED AREAS. • EAST SIDE SUFFERYARD- 327 L.F.: 15' WIDE WITH 7 LARGE TREES, 30 PRIMARY EVERGREEN5 AND 6Z SUPPLEi�ENTAL EVERGREEN SHRUBS. FOR EXAMPLE: CALIPER HEIGHT {RANGE) MAX. H3=IGHT MIN. ROOT MIN. ROOT FINISHED -GRADES PER GRADING PLAN, SHALL BE REA50NABLY SMOOTH AND UNIFORM. 9. OBTAIN APPROVAL OF IRRIGATION LAYOUT FROM OWNER BEFORE PROCEEDING WITH INSTALLATION. AFTER INSTALLATION, BALL BALL DEPTH 5. IF NO SOIL TEST 15 TAKEN, FERTILIZER AND LIME SHALL BE APPLIED AGCORDIN6 TO THE PROVIDE OWNER WITH AN A5-BUILT DRAWING SHOWING LOCATIONS, TYPES, AND SIZES OF ALL IRRIGATION COMPONENTS. SEEDING SPEGIFICATION5 ABOVE. IN ADDITION, PROVIDE 15 LB5/1000 50_FT. OF 10. LOCATE AND PROTECT ALL UTILITIES AND IMPROVEMENTS PRIOR TO GONSTRUGTION. INTERIOR PLANTING: 2" 12-14' 16' 24"" W. 5UPERPHOSPHATE 11. ALL HEADS TO BE b" OFF CURB TO ALLOW FOR TURF EDGING. ALL QUICK COUPLERS AND VALVES TO BE SET BACK MIN. I' OFF RE ,WIRZp= 5" 14-V IS' 52, 21" 6. IF SOIL TEST 15 TAKEN, PROVIDE LIME AND FERTILIZER AGCORDIN6 TO THE SOIL TEST BACK OF CURB OR SIDEWALK. COORDINATE LAYOUT WITH FINAL PLANTING LAYOUT. (U TREE PER 2500 S.F. OF PAVED AREA, EACH PARKING SPACE MUST BE WITHN 50 FEET OF TREE TRUNK. REPORTS. A SOIL TEST 15 RECOMMENDED.6 I2. ROUTE (4) ADDITIONAL 14IRES THROUGHOUT ROJEGT. LABEL ADDITIONAL WIRES AT CONTROLLER AND AT EACH VALVE BOX. WF P P�W: north -i. LIME AND FERTILIZER SHALL BE APPLIEP UNIFORMLY AND MIXED WITH THE SOIL DURING PROVIDE A 12" COIL AT EACH VALVE BOX. MOTOR VEHICLE 5URFACE AREA: 45.Iil S.F. TREE PL4NTIN6 DETAIL (FOR 51N6L.E SEEDBED PREPARATION. 15. ALL HEADS TO BE EOUIPPED WITH DRAIN CHECK VALVI-5_ REQUIRED: Iq TREES &. SOD ONCE ALL TRENGHIN6 AND OTHER LAND DISTURBANCE 15 COMPLETE. 14. RESOD ALL TRENCHES PER THE PLANTING SPECIFICATION. PROF05ED: 20 TREE5 (INCLUDING TREE5 AL50 USED FOR 5TREETYARD AND BUFFERYARD REQUIREMENT5) AND MULTI -STEM MEW NTS J. 500 INSTALLED IN SIG -RETENTION GARDENS SHOULD HAVE A SANDY LOAM BASE (NO CLAY) 15. SYSTEM TO BE DESIGNED 50 A5 NOT TO EXCEED VELOCITY OF 5FP5 THROU6H ANY MAIN OR LATERAL PIPING. 0 20, 40' 60, AND AREAS WITHIN BIG -RETENTION 6ARDEN5 SHALL NOT BE FERTILIZD OR LIMED. scale: I" = 20' w Pic$ 0 U az AEb A z � a � u� Q 0 C Date: 10 March 2011 For Permitting Revisions: 3/10/II For Permitting 5/5/II Revisions/ NGDENR Drawn By ARD Checked By GSM Pr'ojeGt # Sheet Title Landscape Plan Sheet C ' 4 of a 1