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GRADING NOTES
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1. TOPOGRAPHIC INFORMATION SHOWN PROVIDED BY INDEPENDENT ~MAP~"~~~ < U~~i A~,t I ~
i 1 ~ 2. GRADING SHOWN INDICATES FINISHED GRADES WITHIN STREET RI(,HT OF lti I r~KAUINI; REFLECLS ~ 1 APPROXIMATE LOT GRADING AND BUILDING PAD ELEVATIONS PROVIDED FUP SI i t ~ L1SS GRADING DIRECT ION ~
i AND PROJECT EARTHWORK QUANTITIES. FINE GRADING INCLUDING SPECIFIC FINISNEU POOR ELEVATIONS
~ ' / AINAGE SHALL BE DIRECTED BY THE BUILDER OR PER A FINE GRADIN(, STUDY PROVIDED BY' ~ ~ I AND LOT DR
~ _ _ _ THE PROPERTY DEVELOPER. ~ ~ R IN REFERENCE TO THE BENCH MARK WHICH tiIUST BE `d'tRIHED Bl TEIE GENERAL ~ 3. ALL ELEVATIONS A E ~ ~
' ~ ~ ~ ~ ~ ~ ! ca-1 CONTRACTOR PRIOR TO GROUND BREAKING.
~ STA. 6+92 ~ ~ RIM: 705 50 4. ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GK;1!)ES 5. REFER TO SOILS ENGINEERING RECOMMENDATIONS FOR DIRE~TIC?N UN FILL C ~ti `d['! ~1N1
~ 'I INV OUT: 6y9,50 ~ 1' s if,'~i1';Ullf~ 14! 9i°', j U- STRUCTURAL CONSIDERATIONS. UNLESS OTHERWISE NOFLD, FILE iiALL FL ~
1 ~ j~ A.A.S.H.O. STANDARD COMPACTION. 6. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE IOL;NDATION ~i~ r31 ~ E?!~SIKUCIED
~I AT 2:1 (HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENT SLl)PES OF 31 ~H81f. pit CIINSiRi,CTEU ~
WHERE MOWING IS DESIRABLE. i
~ 7. SITE CONTRACTOR SHALL PROTECT ALL TREES AND VEGETATION INDIGITED lip sttitA!V, ,AND MAIN(AlN ALL TREE PROTECTION BARRICADES,
I ~ 8. PROPOSED CONTOURS IN ROADS REFLECTS FINISHED GRADES IN~I UDING -~~PI i•1L ! nl ~ l i~ i l i P AV6MtN I C
1 CROSS-SECTION DATA TO ESTABLISH CORRECT SUB-BASE Oh AGGREGATE li',~~, ,_~.~t~E,SE H.E~:±fI0N5 I TO BE COMPLETED UNDER THIS CONTRACT. REFER TO ROAUN,'A'r' PROHLE ~IiEF!~ ~t)K DIKECIION ON ~
, ACTUAL GRADING REQUIREMENTS WITHIN CROSS-SECTION OF PP~iPOSED ~ ~RE~
~ - o , ; ~,,~i 9. LIMITS OF CLEARING SHOWN ARE BASED ON CUT & FILL SLOPE`; ,AND bT~+.I ~ti~".~ iltt)LIkIMENfS r
~ / ~ o - 0,55 Acres AND ARE APPROXIMATE. ACTUAL LIMITS SHALL BE STAKED BASED ON HNC t ,n ~~L'!N(~ KLQUlR6MEN I S OF LOTS OR ROADWAY GRADE ,AND CROSS-SECTION REI~UIR6'~~I:NTS
o _ 10. ANY GRADING BEYOND THE APPROVED LIMITS OF CONSTRUTI~)N IS 51'~B~E~ ~ ~i,~~:(~. ti
ti 11. STABLIZATION IS THE BEST FORA1 OF EROSION CONTK01_. TEh1PORARY SEE[)i~,' wf~ I5~.:1f<1 (i~ `n o m ~ ACHIEVE EROSION CONTROL ON DENUDED AREAS AND ESI'ECAi1 Y WHEN I I i( ~ ~ 1NS 1 RIiC I ION ~ o r~ I ~ ~ d~ m
0 ~ s. x. ~ 15_ ~ ,P F SE UENCE RE UIRES IT. ALL GRADED SLOPS SHALL BE SEEDED !)R ~ANDSC',r' - ,VI HIN ~i~ Dr?I'S ~ cr m m ~ L Q Q
i ~ yfi. ~ ~ i - t ti y OF COMPLETION OF GRADING. ALL REMAINING AREAS SI IAf.L BE tELDED 1~ i ~ ! ~ I ~ ~ i ti ~ U N v I ~ m ti
12 CONTRACTOR SHALL INSTALL EROSION COM~ROL MEASURES AS INDICATEi) ~ ~P:! fr~~ EROSION o o C - d+ v+ CONTROL PLAN. NO DEVICE SHALL BE REMOVED UMIi_ THE SITE h SI ABILI1i! ~ o o v ~ o o
j ~ ~ ~ ~ i ~ 1,~ i i 5 rA: 6+00 ' ~ ~ i, q q 13. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WEI!I EXIS(6Nl ~ ~ C - I ~i~i ~ - - N .q A
' i RiM: 706.00 ~ ~ .rr~ ~ ~i ~ I INV OUT. 701.00 14. GRADING MORE THAN 1 ACRE 1A ITHOUT AN APPROVED EROJC~P~i CONTRU i~ X1;6'! ~_l ~ cr U C. W R, A FINE.
~ ~ ~ ~ ~ ; 15. CONTRACTOR SHALL INSURE POSITIVE DRAINAGE AT AH. !1!i_ 1;1-SACS Aitil ~"~~11•~~ II~?N5
~k.'i'i,r,'~ i c 16. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANEi [NGINEER ~~t~~'t !)iSCREP,aNllt5 I FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTI[7IJ DOCUMEK>; ~~ND SH-ELI. V+'A(f % ,,~~~i~u,
8' I - ,STA: 6+00 _ FOR INSTRUCTION PRIOR TO PROCEEDING. ~ ARo I
1 I ~ d n ~ _ ~ RIM 705 95 ~i , ~ ,',~o INV 6N: 699,03 x,52 ACreS , 1s - 17. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT I " ~ fTi ~ ~)NIN~_, % of ~ s s','o, • , 1
C ' ~ WV IN; 100.50 ~Rr - F _ ~ ~ ; ~ INV OUT: 698.83 ADMINISTRATOR. ~ ~ ' ~ 4r'• 16. REFER TO SITE PLAN FOR ADDTIONAL NOTES, ' l '
~ r ~ _ _ ,I ~ I 1 SE i
~ 19Q18 - I STORM DRAINAGE AND DEVELOPMENTAL NOTES
- ~ ~ A }
' ~ ~ ~ , ~ ~ - 0.36 Acres _ ; ~ ,~.~,E:.~~~; 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH GASTON COiINTI' SI~;~~L~1RU ,T~ECIFI(Al-IONS AND ';~0
`9~-_ Gres ~ ~ Rc ; cg-5 - 0 ND STANDARD DETAILS AND NORTH CAROLINA STATE STANDARDS. ~ ~~~~,,,,,,~,'i~~~
~ ~ ~ ti ~ ~B ~ STA. 4+63 ~ ~ ~ ~ s 3Z a j _ !RIM 707 40 2. DRAINAGE DESIGN BASED ON RATIONAL METHOD. ~ V 1`
~ ~ ~~r ®050 'INV IN: 698.15 I 1- INV IN. 70274 ~ 3. MINIMUM COVER ON STORM DRAIN PIPE TO BE 2.0 FEEL (UNLESS NOTED). i
~ I l~ i ~ ~ ~ ~ INV OUT: 697.95 ~ ~ o 4. ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES AND ARE AI PROXIMATE. I 5. RIM ELEVATIONS SHOWN ARE APPROXIMATE. UNLESS OTHERWISE Ni)TED, RIM r.LFV-i11UN5 SHALL. MATCH I
PROPOSED GRADE ELEVATION.
- 4 ~ ~ , r, tn,..n / ~ ~ ~ ~ TA: -4+63 ~ ~ oo A ~ ~ - - ~ / 6. ALL WORK AND MATERIALS SHALL CONFORM 10 LATEST EDITION OF THE ti' . ~(i r ~ I ;iNDARD i ' ~ ~ i
I I ~d? ~N 'RIM` 707.40 ~ ~ ~ ~ ~ ~ SPECIFICATIONS UNLESS OTHERWISE NOTED. I ~
~ f ~Nv our ~oz'9o ~ 0.63 Acres - 7. ALL TRENCHES SHALL BE BACKFILLED WITH SUITABLE MA TER( v I,~t" 11 DIA TEI ~ I ~ F; i't f C BUD i HE HI_L ~
~ , ~ AROUND PIPES SHALL BE PLACED IN LAYERS NOl TO EXCEED tilXfb! INCHEti ~ t 1~ H LAYtR >HALL BI: ~ - I I / , i
r ' 1 ' ~ CB-6 1 ~I ~j~ I COMPACTED.
~~STA: 3+49 - - . \ ~ RIM: 708.50 ~ 8. NO WATER SHALL BE PERMITTED TO RISE IN UNBACKFILLED TRENCI iC5 AFTEk ~ ~~~I ~ i-~, ail E~' PL?~CEU. I ~ ~ / i ~ • ~ I ~ 9. ALL PIPE SHALL BE MINIMUM CLASS III REINFORCED CONCREIf: PIPE, UNLESS UlFirhG1'~St NOl(_L,
I ~ l V w iN. 697.40 '~,a~ 10. ALL CONCRETE SHALL BE 3600 PSI. ~j , / ~-y, ~
q - ~ do t. 11. MINIMUM GRADE OF STORM DRAIN PIPE TO BF 05C!,. i
I 1~ INU: by ~,iv'~ ~ ~ ~ ~c0 _ L ~ ~ NpL rpH9~ I ~ ~ ~ ~ o-w?saT ' 1?. MAXIMUM GRADE OF STORM DRAIN PIPE TO BE 15.0°"S, ~~1 ~
_ , ~ ~ ~ S ONSTRUCTING IMPROVEh1ENTS SHALL BE F1 LL~~ RESPi)NSIBIL Fi iR CO~~iPLI,ANCE WITH 1 ~ 13. CONTRACTOR( I C
1 1.71 Acres ' - - - - ~ - Y ~ - ~~~j=''' i GOVERNING ORDINANCES A5 INTERPRETED BY GASTON COL',tiTl~ I ~ - 14. CONTRACTOR(S) CONSTRUCTING IMPROVEMENTS SHALL BE N LL`s ~ZESP~JNSIBLE FOR REQUESTING LOCATION,
- _ . ~ _ _ - 9 ~ ~ - ~,cf 1' FROM THE PROPER PARTY, OF EXISTING UTILITIES PRIOR TO 1HE COMMENCEMEn'I iLF CONSTRUCTION. Q~
r ' ~ ,~I I i 15. GASTON COUNTY ENGINEERING DIVISION SHALL BE NOTIFIED 2~1 HOURS IN ADVA{~CE OF THE
HEn~wnu_ ~ ~ ~ - 0.21 60~~, ~ - 696 Acres , ~T A INV, 695.3(1 ~ ~ ' ~ LION ACTIVITY. ~ ~ COMMENCEMENT OF CONSTRUC CZ's
16. ALL FLARED END SECTIONS AND HEAD WALLS SHALL HAVE RIP-R,AP. /
~693'~ I I I ®o~~'~ f - l - ~ oti I ~ ~ I I 's~'M~ Q ~ SLAB=7~ p~~ ~ ~ STA: 1+57 ~ 17. PSDE DENOTES PERMANENT STORM DRAINAGE EASEMENT. ' ~ / ~ / w
~ , 1~ V'. A:' ~ RIM:!712 0 , ~ ~ .0 ~j iii 18. ALL PROPOSED DRAINAGE STRUCTURES SHALL BE OF BRICK CONSTRUCTION.
~ ~1 I _ ~ ~ 711 a~ ~ Q WVi OUT•~ 705.00 i ~ ~ ~ 19. EXISTING GROUND CONTOURS SHOWN ARE FROM AERIAL TOPOGRAPHY FE5 6NVERTS SHOWN ON THE . ~ ,9~"-~~~~~~ PLANS MAY HAVE TO BE ADUSTED TO MEET FIELD CONDITIONS.
~ ~ 0 ,,i.. ~ ,Y ~a ~
~ ~ V I` i ~ ~ ~ , ~ _ / , y;~~ ~ ~ ~ I- p
~ `1,~1~ l~ti~ ! ` ~ i ~y , a. ~ i ~1- ~ N
I ~ ~ _ Y ~ t- _ ~ r ; < - WATERSHED INFORMATION
5. , ~ ~ ~ ~ , ~ ~ ~y ~a _ 23 lF 24" RCP ~ ' ~ ' ~ I I
- ~ / ~ ®0.50% ~ - j ~ ~ CB-8 1. DEVELOPER: APPLEWOOD PROPERTIES, LLC / / 310 APPLEWOOD ROAD CO p
'~CB 9 F ~ - . ~ x.72 ACreS / r ~ , ~ ~ ~ ~ ~I~/, STA: 1+57 ~ ~ ~ DALLAS, NC 28034 ~ ~ ~-i 'Z I
STA` 1+57 ~ I d~~' g ~ i ~ , I ~ ~ o~ ~ f 1 ~ RIM: 714.00 _ _ ~ RIMi 714.00 - ~ ~ ~ ~ ~ i [phone]
6 5 S' - 1 ~ - WV VN: 696.24 i~ ~ ( e ~ ~ y ,-INV IN 9 J -w.;;~ ~ , ~ ~ ~ ' mvJ3 ` ~ V OUT: 695. ~ ~ ' ENV W: 704 88 f , 1 ; ~mY~3 2. SEWAGE DISPOSAL SHALL BE BY PUBLIC SEWER ,
' ~ h a V OUT: 696.04 ~ ~ e ~ ~ ~ ,I ~ ~ ~e CONTRACTOR SHALL EXTEND 3. TYPE OF ROADWAYS: CURB AND GUTTER 5~~
~ o o ~ 0.12 ~ ~ : / EXISTING 18 RCP ON BOTH 4. SLOPE 6-10% U
,J ~ ~ ~ .Acre ~ ~ r„ SIDES OF EXISTING ROADWAY. 5. DESIGN BASED ON NCDENR - STORMWATER BEST MANAGEMENT PRACTICES, ~ ~ PIPE SHALL BE EXTENDED TO C~ p ~
~ . , DAYLIGHT APRIL 1999. I
A 1,~~ ~ ~ ~ F' 'T(N(~ 1'VETLANDS - _ -~'~,i~,,i'~; ~ ° ~ ~ - ~ ~~14,;' X% 6. THE GOVERNMENT OFFICE HAVING JURISDICTION FOR WATERSHED PRO( ECTION ~d ~
y . I i ~ T~ ~EM,ifN ~ _ ' ' _ I ~n' _ AND THEIR ASSIGNS WILL HAVE RIGHT OF ACCESS TO THE S10RMW~~LER ~ ~ ~ BMP FOR INSPECTIONS AND MAINTENANCE ENFORCEMENT.
~ i .c i •r~ U
~ ~ ~I, ~-STA. 0+84 I i~, ~ ` ~ P ~1~ 7. THE OWNER OR OWNERS SHALL BE RESPONSIBLE FOR MAINTAINING ~ ~1
Rltv1: 705.80 i~- ~ ~ ~ ~ ~ ~ ~ ~ ~ - - - I WV IN: 694. ~ ~ ~ ~ ~Y' ~ ~ ~ = ~ ~ THE COMPLETED PERMANENT RUNOFF CONTROL STRLCTURE AS DIRECTED ' ~ ~ I
~ ' I ~ ' ~ 1 I INV_OUT: 6 ~I i ~ i ~S , ~ TE TION AREA #1 ~ ~ - BY THE GOVERNMENTAL OFFICE HAVING URISDICTION FOR WATERSHED PROTECTION ~ ~ 1 p
BIO RE N I, ' I, ~ iy I..~'- ~ r, _ - Eel i, r.~ AND, IF THE OWNERS' ASSOCIATION SHOULD BE DISSOLVED OR CEASE TO EXIST,
TOTAL D.A. - 210 ACRES HEA~wAU.-11 r , ~ a ~ ll - - ~ii i/~ 1 THEN IN THAT EVENT ALL THE OWNERS OF RECORD AT THE TIME OF REQUIRED ~ ~ T--i ~
I TOTAL IMPERVIOUS = 70 iNV IN: 69220 , ~ ~ ~ Y. , ~ ~ I SURFACE AREA RE UIRED = 1439 5F RIPRAP.ouTLEf ~ ~ ~ , ~,,~,.r i~ ' , ~ , , : y MAINTENANCE SHALL BE JOINTLY AND SEVERALLY LIABLE FOR ANY AND ALL CUS I S 0 ~i N ATTENDANT THERETO. ~ i
Q ~ APRON IFNGTN: 32' i ~ . ~SD~' ' ~ ~ . ~ ~ P i = ~ - ~ ~ - ~ SURFACE AREA PROVIDED 5,187 SF APRON w~TH:16` , 25' , : ; ~ , •I-I O ~
~ - 1.Fi' ~ ; ~ . I - - TMCKNESS: 18" ~ 166- 1~~~ , , ~i , ~ ; ~ V~ b I~-I ~i o
CLASS ? RIPRAP ~ : 1. ~ ~ ~,o~,' ~ ~ i' i ~ \ o ~
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0o.h,/ c NOTE: 2
/J. LANDDESIGN, INC. SHALL NOT BE IN CONTROL, OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR ACTUAL CONSTRUCTION m x 0
0 cn ,n MEANS, METHODS, TECHNIQUES, PROCEDURES OR SAFETY m b
PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK,
OR FOR ACTS OR OMISSIONS OF CONTRACTORS OR ANY OTHER PERSONS NOT UNDER THE EMPLOYMENT OF LANDDESIGN INC. Q p p ch a in

_ - - -i- _7 Ii
~i , ~C
TIO ~ ~s-~ NOTES. WATERSHED INFORMA N
_ -
~i ~ - i - - - L BED TO BE A MIMMUM OF 4 [7. W DEPTH. SOL MUST BE SANDY FR: APPLEWOOD PROPERTES LLC ~ ~ 1. PLANING SO 1. DEVELOP ~
~i ~ ~I i~ OR LOAM TEXTURE WITH A CLAY COMFM RATING FROM 10 TO 310 APPLEWOOD ROAD ~ ~ LOAM, LOAMY SAND
- I ~ ~ 25 PERCENT. THE SOL MUST HAVE AN WFlLTRATION RATE OF AT LEAST 05 INCI-fS PER DALLAS, NC 28034 ~ I H BETWEEN 5.5 AND 6.5. W ADDITION, THE PLANING SOL SHOULD HAVE ' . ~ HOUR AND A P [phone] ~
i ;i ~ _ i I ~U~ A MAXIMUM 5DD-PPM CONCEMRATION ~ A 1.5 TO 3 PERCENT ORGANIC CONTEM AND 2 SEWAGE DISPOSAL SHAL1 BE BY PUBLIC SEWER
~ ~ / OF SOLUBLE SALTS, 3, TYPE OF ROADWAYS: CURB AND GUTTER i i~ ~
,I / ~ ~ i i ~ - _ 2 THE MAXIMUM PONDPJG DEPTH YV THE BIO-RETENTION AREA SHALL BE 6 WCEES. 4. SLOPE 6-10% I I i
- - ~ _ _ _ ' - ~ ~ -V i - j _ _ ~ ONSISNJG OF 2 TO 4 INCHES OF ~ 3, A MULCH LAYER SHALL BE PROVIDED C 5. DESIGN BASED ON NCDENR - STORMWATER BEST MANA(,I:MENT PRACTICES, APRL
_ ~ ~ , ~ CIALLY AVAf1ABLE Fll~ SHREDDED HARDWOOD MULCH OR SFREDDm COMMER 1999.
' i I I) I ~ HARDWOOD CHPS. 6. THE GOVERNMEM OFFICE HAVIJG JURISDICTION F(JR WATERSHED PROTECTION AND ~
I; ~ - r ~ I, RAIN COl1ECTK)N SYSTEM SHALL BE EQUPPED WffH A 4-WCH ESS TO THE STORMWATER BMP FOR ' 4. THE UNDERD THER ASSIGNS WILL HAVE RIGHT OF ACC C PIPE W AN 8-~NCH GRAVEL LAYER. THE PIPE SHOULD HAVE 3/8-INCH FORCEh'IENT. ~
' I' l ~V ~ i ~ ~ ~ ; 'l; ~ ~ i ~ ~ - ~ PERFORATED PV PISPECTlONS AND MAWTENANCE EN ~ ORATIONS SPACED ON 6-WCH CENTERS WTTH A MIMMUM OF 3 HOLES PER ROW. OR OWNERS SHALL BE RESPONSIBLE FOR MAINfAINNG THE COMPLETED PERF 7. THE OWNER
i I ~ / ~ ~ 1 it _ I THE PPE IS SPACED AT A MAXIMUM OF 10 FT. ON CENTER, AND A MIMMUM OF 05 % PERMANENT RUNOFF CONTROL STRUCTURE AS DIRECTED BY THE GOVERNMENTAL
- - - . _ _ t ~ ~ rs ~ _ i 1 . A PERMEABLE FLTER FABRIC IS PLACED BETWEEN THE ~ SLOPE SHALL BE MAWTAY~fED HAVWG SDICTION FOR WATERSHED PROTECTION AND, F THE OWNERS' OFFCE JURI
_ I i i PLANING SOL BED AND THE GRAVEL LAYER. % STANDARD PROCTOR SOQATION SHOULD BE DISSOLVED OR CEASE TO EXIST, TLfN IN THAT EVEN AL1 AS
~ ~ ~ A I i - ) ~ \ 5_ OVERFLOW WER SHALL BE COMPACTED TO 95 WITH SOIL THAT 15 NOT RECORD AT THE T'iME OF RE UIRED MAINTENANCE SHALL BE JOINTLY I ' 5. THE FILI6ERMI THE OWNERS OF Q i
~ , HIGHLY PERMEABLE OR WHICH DOES NOT EXFBfT SIGNIFICANT SHRINK SWELL OR pND SEVERALLY LIABLE FOR ANY AND ALL COSTS ATTENDANT THERETO. ! i !
~ \ ` , ~ DISPERSION PROPERTIES. I i ITH A ~
A A I ~ ~ ~ ~ ~ ~ 6. PERMANENT (ROUND COVER SHAll BE ESTABIJSHm ON THE BERM W mb N ~m w ~ PERMANFM EROSION CONTROL MATTWG BEING 1J11LQED. ~ m N N
- . ~ - - - ~ i ; ~ ~ i BE ESTABLLSHID AT THE FLARED END SECTION DISCHARGING ti ~ m m ~ I ~v ~ 7. A RIP-RAP APRON SHAM
- ~ ~ / i t1~ / ~ - MION FACLFtY TO REDUCE VEI.OClTY AND PREVENT EROSION. ~ 7 TO THE BIORETE ! ~ w o o "m' I'
- _ ~ o d> o 0 N ~ - Z-. i. d
~ j - _ - CONSTRUCTION SE UENCE. ~~r ~ , ,
~ ~ ~ ~ m !liI ~ 0 ~ a ~ w
~ ~ SHALL FOLLOW THE BELOW CONSTRUCTION SEQUENCE, (T lS _ _ TFE CONTRACTOR
i ~ ~ ~ ~ i ~ ~ ~ ~ 0 0 li o~' iiii~ UIRFD THAT ONCE THE PLANTWG SOL LS WSTALLED NO ABSOLUTELY REQ !
rn i ~ --t ~ O ; TE THE DEVICE. L CONTAMINATION ~ ~ ~ ~ ~ ~ ~ SEDIMEMATION BE ALLOWED TO CONTAMPJA ~ BAR
T ,7 ° OR WIIJ. BE RE UIRED TO REMOVE AND REPLACE THE CONTRACT Q ~ s h~ OCCURS THE i
3 = ~ _ ~ I ~ ; ~ , _ ~ ! I O C - ~ ~ I ~ i l ~ ' ~ ' PLANTWG SOL AT HIS COST. ' 9 i
~ _ _ ~ ~ , ~ W ~ i t ~ ~ ~ SEAL 1. ROUGH GRADING. = 901 S ,
i + _ CAVATION OF RETENTION AREA. ~
~ ~ I ~ i ~ i 1 ~ ~ I i ~ _ _ ~ EX I 3. NO ADD1TlONAL WORK WLL BE PERFORMED W THE CONSTRUCTION OF THE
- ~ - ~ ~ i j I CON'RBUTING DRAINAGE AREA IS GRADED AND STABILIZED. lr0 , ~ ' ~ RETEMION AREA L NTIL ~ ~D R. ,
m ; j I i; ' RETENTION AREAS ARE USED FOR SEDIMFM AND EROSION COMROL DURWG SITE ~ ~ ~ ~ ~ ~ ~ ii 4. IF p
~ ES AND AFTER TFfr SfTE IS STABWZED, TI-L RETENTION AREA ~ CONSTRUCTION ACTNTT
~ i i ~ I ~I 'i it EM'. SHAM BE UNDER (.UT TO REMOVE All SEDIM
I r--____ ~ _ WOOD DECK _ ~ - ~0; ~ , 5. FlNAL GRADYJG AND EXCAVATION OF RETENTION AREA.
0~ M UNDERDRAW PPING AND GRAVEL INSTALLATION. 6.
i I ~ ~ _ I ~ j~ / 7. GRADED SLOPES ADIACENT TO RETENTION AREAS SHALL BE TREATED WITH I',
r------ - ~ ~ l j ~ i ~ ! POLYECR1l.MDES TO STABLIZE SOL, EROSION CONTROL MATTING WSTALLED AND ~ ; • I _ ~ - - SLOPES SEIDED. ~ _
~ / ~ I ~ F ENGWEERED SOL W RETENTION AREA, ! ` 8. WSTALIATION 0
, , ; ~ ~ ~ / ~ 9. WSTALLAT10N OF LANDSCAPWG AND MULCH.
~ ~ I- ~ I , 'Il
~i ~ ~ ~ ~ ~ I ~ ~ ' ~ ;

~ , 2" - 3" MULCH-~ PONDING AREA _ ,
~ ~ r; 6" - 9" MAX. TOP OF BERM ELEV. = 695.80
~ ~ - - - - - - fL0`.A CUKB BREAK GNFL04N)
~ j i I i _ P F MULCH ELEV. b95.20 TO 0
~ ~ ~ ~ ' I ~ i I i F~o~ti ~ ~ I FLOW - ~
f ~ J ~ ~ ~ ~ 1 i ~ _ - _
li
A _ ~ 2' PLANTING
. _ ~ , . . ~ . HEADWALL #1 _ ~ SOIL
i _ ; ~INV: 695.50_' ~ FILTER FABRIC D~f1IL ! ~ - i
~ - ~ i ~d ~ ~ A - - - - - ~ ~ y~
i - , i - - - - - - - - _ ~ ~ ~ I I ~ ~ ~~L. _ ELEV = 690.50' AT ~ BOTTOM ~
~ _ ~ u i I _ ~ . _ _ - - ~ ~ ~ y i it ~ .rtb . EPEST DRAIN POINT ~ y ~ ~ DE
- ~ , _1_-~ ~ - _ _ - _ TYPICAL DETAIL CURB ~ ! - a GRAVEL LAYER ~
- - 1 - \ ~ ~ ~ y ~ , 8" MINIMUM - BREAK FOR BIO INFLOW
_ ' ~ , ~ ~ UNDERDRAIN Z.7 ' t COLLECTION - NTS

~ ~ ~ . i~ m ~ ~ _ _ , . ~ 0
l~°~ ~ I FES ~ r---I . ~ !
~ , , n ~ ~ ~ j j INI V: 690,3 INVI • 69D,30'I CCj ~
ERF 11 • I I , ~ I e INV: 695.50 ~ ~ h L _ ~ ~ CROSS SECTION -TYPICAL ~ ~
11 ~ / / r I
i ~ ~ 1~ ~ / - NTS U o'~
~ i~ ~ -i ~
~ ;i~,~ - ~ CONTROL ~ ~ 3 ~ ~ ~ ~ , ~ ~ ~ STRUCTURE ITROL , ~ i JCTURE U
~ ~ ~ i , ~ TOP: 696.50 T :696.50' ~ Water DrawThrough Rate:
~ ~ ~ ~ ~ ~ ~ / ~OVFRfLOW: 695.80 ~ ~ 1..~ _ ~ ~ BIORETENTION AREA #1 Cd _ _ RfLOW: 695.80 ! Darcy's Equation: CC3 G
~ ~ I 1.' A i 'INV:690.50 ) ~ ~ ~ ~1 ~ - ~ 6__90.50' I Q = (,0000232)~KkA"(HIL) Q = 0,057 cfs ~ ~
/ ~ ~ ~ ~ Rv =runoff coefficient (RunofflRainfall} Where: a Rv = 0.05 + OA09(I) Where "I" - /o Impervious Q = Flow(Rate of Draw) through Bioretentioin Soil icfs, u; I
~ ) I i ~ " i IeMethod" Schueler,1987 K=HdraulicConductivityofsoil(Use1"!Hour) ~ ( Sirtp ) y i
~ ' 1 it NCDENRApril1~~~9 A=Surface Area ofBio-Retention Area(SF} Q ~ I WQv.= L0''RuA H = Height of Water above Drainage Pipe (Underdrainj ~ • i-I
l ; . I ~ 12 - ickness of Soil Bed Usual! 4' ~ r~` L-Th ( y I ~
i ~ ~ ~ ~ i i I ~ ~ Assume H1L ~ 1 ( ) a 1
i ~ ~ ~ ~ , Fill in Values: • C~' Q) I
~ I`~ ~ ~ _ _ 70 Percent Im ervious of Site 3t Surface: Q~ 0
l ~ "I" p Time to Drawdown water from Inundation to Saturation "A" _ 2,1 Acres ~-i
f N I / o umel 21552 Seconds V I Q I
1 j I Answer: 6.0 :Hours to Saturation ~ MM
I I-+-I WQv = 0.119: Ac. Ft. eet below surface
I Time to lower Water Table to 2.0 f 5183 Cubic Feet Required ° p osit ' Assume 45 or y
I i Volume = Area x 2' x D.45
~ j = 2195.3 Cubic feet ~
i I f -RAIN GARDEN AREA = 3x793 Seconds
= 10:8 Hours to Lower Water 2' below surface
! Formula:
Af= WQv D Where:
~4' SQ OUTLET BOX WfFH M.H. k Hf+Df) (Tfl) Af = Surface area of Rain Garden (S.F.) IZE l1N~ER~RAIN WrtH M.H. ( _ , W v = Water Qualit Volume to be Ca tured NeU C to From Georgia Desigr. L~anual Q y p
BOl-FOM OF HI016" BELOW TOP [L.) % THRU C 16 %PONDWG AREA OPEN OiJE SIDE(OVERFLOW) - Section 3 2.3.6 Df = Filter Bed Depth (2 feet minimum) le of thumb the Len th of underdraln is based on 10",,a of Af ~ As a ru g o
CLFANOUT 6" MAX. \ / ~ (Based on Darcy's Law) k = permeabthty coefficient of filter media
i SOL~ PVC ~ - - ~~I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . . . _ _ , L use 1.0 ftlda for sand -loam Source. ilvti Mate t, i,1,,~r..: ~ ( Y Y ) i Hf = Average height of water above filter bed L= 81 Feet in 3' wide stone bed
i _.-.-f-....... . . _ _ _ _ _ _ _ (use 3 inches, which is half of 6" ponding depth) '
_ _ i-, Re uired Diameter 7;2 Inches o Tf = Design filter bed drain time in days q ~ ` " ~ ~ I v
_ _ _ _ a. _ _ _ (2 Days or 48 hours) Source. It`..,aU Rain Garae~~ ~ rn',~;, k -Feet i',J N.,~~'~ ~ I
4 PLANTINGS 541 Fill in Values: ~Or Poore Untlerdrams required ~
_ _ _ _ _ _ _ _ _ _ _ o o
_ _ _ _ _ _ "k" = 1 ft.lday (112"fHour) ~ i
_ _ _ _ _ Df = 4 Feet I rz Hf = 3 inches
_ _ , - - Tf = 2 Days j
~ _ - ~i I ~i I ~i ~ i ~I i~i~ ~ _ _ ~ ~ ~ i II ~ _ i
I I ~i i i 1 i ~ i ~ ~ ~ ELOw? i Answer: F~ow?
n
nr..: Af = 2439 Square Feet Required o
I I I _I I i I I I I I I I I For Rain Garden
TO DOWN STREAM SYST I I GRAVEL LAYER TOWN STREAM SYSTEM
uNDLRDRAIN COLLECTION 8 MINIMUM 35 :Width ` Approximate Size W o m 0 70 __Length'- w . C11
SYSTEM (4" PERT PV0 Ln a ~ z
SECTION
IVIS N m N ti C CT Q Q Q V1 P. V1
i __J

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h r 4 n 7rU@ ~ 1 : ts,C fr~d ~ _-n ass ~ fin. 4Jmld~ ~.i , ld~d Soi I pi. ~i ~ , ~ "Pd OK' ~T ~ ~
µ ~ ~C i~ ~ ~ I' r
~ I ~ ~1,.ICll `1 J' ~ _ ~ II i~ ~ '{t'? 1 3.. ,r+ Eon xl~. 'rl II 9 ~ ~ ~ ~ --~i~ ~ .,tea
K ~ ~i U i o l':''
~'r ou v v ,:c y - - - - _ yay_ 1 ° ~ I ~
~tle Ti ~ No. I~ee d ; U-_. ~ v Qo` ~ ;'d,~ i ~ ..,fib ~ r, t{
~ i ~ , ~k
~ 1,00 COVER SHEF? ~ ~ ~ ~ I', > a
( f I f 7)N{7(~IO~V_~ Pl 1 1.C1 EXISTNG ti.
2,00 OVERALL ~1TE ~'1. ~ . _ 'Ii. ~I ~ ~ ~ ~ ~ M. 12~ j I
~ ~ i,, r , I ZOl PRO SNOf ~ Kh r~'~~ x ~~'`v'i . , , i .I ' J
I i ~ , 4 = r ~ ~ r_,,! ~ ip" / ~t
~ ~ PRO SNC)P fiKlVl,'~~i ,h'~4V(d rh t"~~~ ;o O,h'~ih1'~ii;1 ...0 G t ~ d: ..I b 1~ _ ~ . j. ~~,a ~i t _w~:x. ~a r~.a ~ : ~i
3.OD O1/ERALL FRQ<1r ~N ! f rh 1 h ~ ~ a'~ ~ ti e f~ a ~ t i
I 3.01 EROSION t r?N7R(l:` "r !~3 h~ s. SI E
.3.02 EROSION ; l )ti~ i Kl t'; i i. A~ 1/ ~ e~ j
3.03 EROSION t (>>vtkOr ~r
3.10 OVERAII rRl_)4lO,ti~ F r~Nr~rit , h ~ ~ ~ - ~ - i ~ ~ ~'n { ~ 0 "'~~r iu
3.11 f.ROSlON r rin,'1Kr ~ ~ _ / 0~ ; fZ ~ I j ~ 1 g: r p,,,1 ! ~,r~~'~i U
1~ <,~t f~
3.12 EKOSlON ~ i7,'v,h'r,~ +rlh'r~ ~ ~~~r M L(} ~ A N ~ ! v~ Cf
3.1.3 EROSI(1N ~ ON I~RO~ > ' ~ ~
4.00 APP1EWOt ,R! ~-1,`.~ ;,rr ~ , ~ ~ r r o'/~, p I i ~ , 5.~ C~ C, m , ~a r ~ ~ ~1 ~ o v m :n
4.01 S.R. ? r 'h''~ 1 A^~r ~ < <r r.,r,,, , , , ~'h r r, ~ r~ ~`~wausrnrni . ~ _ t ~ , , ~ ~ ~ ~ o 0 f tiu k
4.02 S.R. - t',•1b'~til~;'1 t Kkt~'r;;~ ~mE1NFPA K ' 07.E ~ ~ t a~ ~ ~ . ~ ~ ~ ~ o o
4,C3 ROAf~lvA~~ ~4'C'~1 ~ t., ;i o ,y ~ ~ ~ z~ ~ ~ a a w w ~ 1,,
5.00 SEWER CUVEX ~i~1~- ~ ~ - ~ I ~ ~ II iJ "~o,m _ _ J_~~'~~J I~~ - _ - ~ t-'~'
5.01 OVf.R;~ll f 41 t1~tk ~ ~ r e~~ ti i r ~ TABUS. r~ ~ r "
.5.0? SEW~k P1 rho r~,~ l ~i t r ~ ~ , ~ ;~~•t ~;:r,' ,;l ~i I v 1 ~ _ ~ 11 ~ r ~ s~ e ~ a " ~ q
,,0,3 SEWFk f 1 1,ti l ~ ,t' it I ~ i
so4 sEwcR v~ ~ iu ~ I r I I -
E 19018
I ,r~; N.T,S.
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_ _ _ ---I - - - - - ~
OTES~ ~ I GRADING N i
i
f~~ l v~_ ~ 1. TOPOGRAPHIC INFORMATION SHOWN PROVIDED BY INDEPENC~Rti°~ v~nl ~ ~ ~ 1'~
~ 2. GRADING SHOWN INDICATES FINISHED GRADES WITHIN STREET RI(.;H( ~?t ~ t) i ~ ~f? ',DING RLFLEC I ~
i APPROXIMATE LOT GRADING AND BUILDING PAD ELEVATIONS PKU1'IDiJ' r ~ if >1~1SS GRAI?INC~ l71REl LION ~ 0 AND PROJECT EARTHWORK QUANTITIES. FINE GRADING INCLUDING SPEC f n i~Ht, ~ I LU~)h L~E~; 1f IONS
OK PI K A HNF ~ ~IV~., ~,l UU'r PROVIDED fl}' i ~~~1 AND LOT DRAINAGE, SHALL 8E DIRECFED BY LHE BUILDER ~
THE PROPERTY DEVELOPER. ~l ,a>>
i 3. ALl ELEVATIONS ARE IN REFERENCE TO THE BENCH MARK 1ti'HICN ~u>~ .cSl1EC Hv 1.1E I,FNER~°1L CONTRACTOR PRIUR TO GROUND BREAKING. ' ~ ~ I
~ ~I _ 'STA: 6+92 I RIM: 705.50 4. ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES ' ~ ~ . , ' IL
I INV OUT: 699.50 ~ 5. REFER TO SOILS ENGINEERING RECOMMENDATIONS FOR DIRLt T IC~r~ tLti ~ ~ i r ~ ~ i!.~~~~ ~NI) ~~.ti'r' I I ~ ~ STRUCTURAL CONSIDERATIONS. UNLESS OTHERWISE NO FEU HI_L SH:A< " '~~tl(i` I ~
I H. .STANDARD COMPACTION. A.A.S 0
. 6. PERMANENT CUT AND FILL SLOPES PLACED ON A SUfLABLf_ ~ ~ H ^dD 11 r. ~ t ; ' ~ 1 Pt ~ lip I i AT 2:1 (HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENT SL~)PFS ' ~ '~11ii BE ~UN~~RI,C[H.~
WHERE MOWING IS DESIRABLE.
7. SITE CONTRACTOR SHALL PROTECT ALL TREES AND VEGETAI'lUN INI)~~ hLw\I~N' iND AtAINf;1iN I
ii '1 ALL TREE PROTECTION BARRICADES. 8. PROPOSED CONTOURS IN ROADS REFLECTS FINISHED GRADL~ INt I l;Dih ~d ~ I ~,I i kH Lk ~ ~ ~ ,~VE~41EN l ~
CROSS-SECTION DATA TO ESTABLISH CORRECT SUB-BASE OK ~1~.,GKtt . „ ~ ~ ~ ~~.;tSE I Lt, ~1 i IONi
~ ~ ,n l ~ TO BE COMPLETED UNDER THIS CONTRACT. REFER TO RO aU4+; ~Y Pk I, F i ; I ~ 1 ~.)R DIREC I TUN ON ACTUAL GRADING REQUIREMENTS WITHIN CROSS-SECTION OF PhuPt)vi . ~ ~ FiE l , 'I
T, 1 _ o ~ 9. LIMITS OF CLEARING SHOWN ARE BASED ON CUT & RIL S1~)PEa 1NI ~ ~ ~ ~~~i~u~ .t~~ ~t IR}MFNlS ! - I
~1 f / ~ ~ , ' ~ p,55 Acres a , ~i' I ~ ~ - - AND ARE APPROXIMATE. ACTUAL LIMITS SHALL BE STAKED BASED ,~.i ~~~U)INt~ Ri~?L1RL'~~ENfS
~ ~ ~ OF LOTS OR ROADWAY GRADE AND CROSS-SECTION R[QUIRE~iLN''~ ~ 10. ANY GRADING BEYOND THE APPROVED IMITS OF CONSTRUIIi)N I:, ~ ~I( ~ ~ ~I~'"
L, '~Y ~ ~ ~ 11. STABLIZATION IS THE BEST FORM OF EROSION CONTR01. 1!:MPORAB i •i i. •I r~ e~~, ES> ~R_ i~~ ~ ~ cr r'i'
0 ~ ' ~N~.D.~. ACHIEVE EROSION CONTROL ON DENUDED AREAS AND ESN' t...AI L~ ' Vl l~ ~ ~ ~ti~ R._ ~ lt?N ~ ~ o N x ~ SEQUENCE REQUIRES IT. ALL GRADED SLOPES SHALL BE SEEDED ~'rR i ~h ~ ~ .4~i1lIN i~AYS ~ b "r m ~ ai ~ I
~ _ _ " ~ OF COMPLETION OF GRADING. ALL REMAINING AREAS SHAL(_ BE SE[I~f i'~ ~ U m ^F
' ~ ~ ~ ~ (SLAB-2 12. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES ~S INU~C ~ flk_ FKOSIOtd sa U o ~ m m i, ~ dr
~ ~ I ~ ! ~ STA: 6+00 CONTROL PLAN. NO DEVICE SHALL BE REMOVED UNTIE 1 HE SI l c IS I Trill i. ~ ~ ~ o o v n o - 13, CONTRACTOR SHALL BLEND NEW [ARTHWORK SM001 HLY 1ti'll [\Ic 1 her . ~ :,,I;~ ! ~ q c ~
- i I ~ ~ I RIM: 706.00 - ~ ~ ~ j ~ ~ ! i INV OUT: 701.00 ~ 14. GRADING MORE THAN 1 ACRE WITHOUT AN APPROVED EROSION < <~tv ~ ~ PI -Ati I S'~. hJEC1 ! m x x ~
a 13 A FINE. cr U R, 15. CONTRACTOR SHALL INSURE POSITIVE DRAINAGE AT AEL C, d Df-~ ~1+ ~ " ~ Iti --i ! ~ I+ rNti i
16. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER AND iN~ I~f .,tii. I)ISiRN'ANCILS
rt ~ o',`s , CB-3 \ 8' C on = STA: 6+00 0 FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION D~~ ^,'~Etii -wD 5FI111 1V;?fl I , ~~~~r„ FOR INSTRUCTION PRIOR TO PROCEEDING. j AR
RIM: 7059 N~ - ~ , ~ 5 0,52 Acres 17. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL I }KA1 ~ i r.. r(in9N(~ ~ '
C~ ~ ~ INV W: 699.03 RT , ~ ~ INV IN: 700.50 ~ ~ - ' , ~ , ~ ~ r' i ADMINISTRATOR. ~
~ ~ - - ~ I INV OUT: 698.83 " h 18. REFER TO SITE PLAN FOR ADDTIONAL NOTES. ~ ~ I I SE L
! I` ~ i . ~ ~ ~i I - 19018 =
o ~ ~ . '1 A ~ ~ ) ~ ~ _ 1 I ~ GE AND DEVELOPMENTAL NOTES STORM DRAINA . ;
r ,:r 0,36 Acres 1 _ - - ;9 ~ c u, cE ~ , 1
I 9 ~ a i ~ ~ y C8-5 Gres 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH GASTON ~.:OI~NTI 11 Fv~1,AKl) SPF~ IHCAfIONS 11ND ~ O~ STANDARD DETAILS AND NORTH CAROLINA STATE STANDARDS. ~ Ri~l~ ~ ui Q
° R,1 ~ ~ STAN 4+63 ~ ~ I ~'t ~ ~ a ~ ~ ~ R)M: 707.40 2. DRAINAGE DESIGN BASED ON RATIONAL METHOD. ~
1 i ~ ~p~~0 ~ ~ 'INV IN: 698.15 ~ ' 3. MINIMUM COVER ON STORM DRAIN PIPE TO BE 2A FEET (UNEESS NtilEl I
~ ~ i'~ 'INV IN: 70274 ~ ~ . i ~ INV OUT: 697.95 ; I y ~ 4. ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES AND ARE APPROXIt`-I,~i~'
~ ;o 5. RIM ELEVATIONS SHOWN ARE APPROXIMATE UNLESS OTHERWISE NU I LU RIB' ~C Jul UU,`.'~ SHALL ~~tATCH i
4 - °s i ~ i + ~ ~o~'~, ~ PROPOSED GRADE ELEVATION. ~I
i ~ / TA• 4 63 ~ ~ ~ i -~,a I iRV,k 707.40 ~ 1 - 6. ALL WORK AND MATERIALS SHALL CONFORM TO LATEST LDiI ION ; ~ ~ f 1 ; ~ ~aNDAKD ~ ~ I, % ~ SPECIFICATIONS UNLESS OTHERWISE NOTED. ~
~W_ OUT 7 29 , ~ 0.63 Acres I ~ 7. ALL TRENCHES SHALL BE BACKRLLED WITH SUITABLE MATERIAL IM~tEI.>I~~,11I ~ L~ ~tR ='1PL LAIU 1HE FILL ~I
- AROUND PIPES SHALL BE PLACED IN LAYERS NOT TO EXCEED SIX~61 Irvl H~` ~Ai P. I.1YER SHALL BE r-`~
~ ~ce-~ ~ COMPACTED. ~ ~ i ~ ~
~ ~ ~ STA: 3+44 ~ ~ ~ ~ RIM: 708.50 8. NO WATER SHALL BE PERMITTED TO RISE IN UNBACKF4L[U TRENCHE• ~ fir( i~EE`; PLACED. ~ ~ ~ 'I i,
1 WV IN: 697.40 ~ ~ 9. ALL PIPE SHALL 8E MINIMUM CLASS III REINFORCED CONCREl E PIPE ~_~N~'.~,~ ~ ~ ~ is B 11 ISL NU I H ~ ~ i ' : ~ i
t33~ ~ INV OUT: 697?0 _ _ _ _ 10. ALL CONCRETE SHALL BE 3600 PSI. , I ~ ~ - 11. MINIMUM GRADE OF STORM DRAIN PIPE TO BE OS9'~,.
10 ,,y~~, - 1 ~*r'~:a~b~ ~ - ~ 1 inY~so ~ ' 12. MAXIMUM GRADE OF STORM DRAIN PIPE TO BE 15.0`%:. ~1
N ~ ~ T ~ ~ ` • I ~ I A 13. CONTRACTOR(S) CONSTRUCTING IMPROVEMENTS SHALL BE Fl ~Li l RE~'(r~~r,~',: ~(~R U ~~SIPLIANCE WITH I
1 _ I I~ 1.71 Acres _ 1 < - I y _ ~ GOVERNING ORDINANCES AS INTERPRETED BY GASTON COUNTY. I
I ~ ' ~ ~ ~ ; 9A t i 14. CONTRACTORIS) CONSTRUCTING IMPROVEMENTS SHALL BE FULLI RESPDN.~It~, FOR REQUESTING LOCALION, I FROM 7HE PROPER PARTY, OF EXISTING UTILITIES PRIOR TO THE COMMEN~E~tFtiT OF CONSTRUCTION. C
OTIF ED :SIN ~1) r 15. GASTON COUNTY ENGINEERING DIVISION SHALL BEN I 4 HOl K~ I V 1NCE OF THE
; ~ COMMENCEMENT OF CONSTRUCTION ACTIVITY.
INV ~,47,i~ ~ ~ Acres ~ < ~ s i ~ ~ 696 ~ ~ ~ ~ ~~-710' ~G 0 I ' ' ~ ~o 16. ALL FLARED END SECTIONS AND HEAD WALLS SHALL HAVE RIP-RAP.
- 693. \ ~ I ~ ~ ~ ~ ®o',;~ ~ 0 ~1 _ - ~ \ IIi c 's O (SLAB 7 ~ T M DRAT A E A EME 1. ' ~ i ~'i 17. PSDE DENOTES PERMANENT S OR N G E S N
~ ` ! ~A STA: 1+57 ~ ~ ~ 1 i,; : ' ~ J ; ~ 18. ALL PROPOSED DRAINAGE STRUCTURES SHALL BE OF BRICK CONtiTRUC I l ?~i i
~,-71Y~ ~ ~C1 ~ 'RIM:~7i2,00 \ ~ _ ~ / WV OUT: 705.00 ~ ' y 19. EXISTING GROUND CONTOURS SHOWN ARE FROM AERIAL TOI OL RAPHI ~ i ~ IvVERTS Sf 1UWN ON THE ~
\ _ . , ti ~ 0 ~ PLANS MAY HAVE TO BE ADJUSTED TO MEET FIELD CONDITIONS.
I ~ ' , ~r W ~ `gar,
I ~ ~ ~ ~ , ~ o
~ / ~ ti WATERSHED INFORMATION ~ ~
- , : ~ 50• - - ~ , - r\ . S ------23 LF 24" RCP ~ U
~ ~ ~ - , - , ~ x~ ~ ®0.50°,~0 ,;r~~ ; ix, ~ 1. DEVELOPER: APPIEWOOD PROPERTIES, LLC
i ~ , ~F ' ~ ~~srA: 1+57 0.72 Acres ~ 1,,,'~i ~ i 310 APPLEWOOD ROAD ~ ' ~i ~ ~ a ~ ~i DALLAS, NC 28034
- , STA: 1+57 ~ ~ ~ ~ %~r 1 % ~ ~ ~ ^",R1M: 71400 1------~-~._,_ I _~RIM: 714.00 k ~ ~E ~ [phone]
- ~ ~ ~ ' 6NV LN: 696.24 ~ ~ . w, i \ . r iWV IN: 69575' I'~ ~ I ~ ~ - ~ ~d ' WV W: 704.88 ~ ~ ~ ~4 Inr73 V Olir: 695. ~InrJ3 2. SEWAGE DISPOSAL SHALL BE BY PUBLIC SEWER ~ I
A : 69 .04 ~ ~ ~ - WV OUT 6 ~ i - ' a ~ ; ~ ~ ~ 1 ~ ' ~ t; ~ ~ ~ i ~ i ET Q ~ P-f ~ CONTRACTOR SHALL EXTEND 3. TYPE OF ROADWAYS: CURB AND GUTTER ~~,,,nn ~ i.
t ~ ~ ~ P ~ ~ ~ ~ ~v`.~. Ali i~ A l I 0.12 0 ~ 1 I C n a ~~1..J 0 EXISTING 18 RCP ON BOTH 4. SLOPE 6-10% U
J ~ ~ ~ ~ Acres X, v o ,ins a SIDES OF EXISTING ROADWAY, ~-I 5. DESIGN BASED ON NCDENR - STORMWATER BEST MANAGEMENT PRAGII(_LS ~ ~
i/ ~ ~ 1 P ~ i i " ~ ~ ~ ~ Q,i PIPE SHALL BE EXTENDED TO APRIL 1999. ~ o DAYLIGHT ~ ~
6. THE GOVERNMENT OFFICE HAVING JURISDICTION FOR WATERSHED PROIE~ ~l~J~ ~ ,
~ , I ~ ~ + , ~ / l~ ~ i ~ kLA~1~11N ~ I ~ ! ~ ' ~ AND THEIR ASSIGNS WILL HAVE RIGHT OF ACCESS TO THE STORMb1'A I L},
. • d ~I BMP FOR INSPECTIONS AND MAINTENANCE ENFORCEMENT.
~ ' ~ ~ ~ ~j~i • r-~ U ~ 7. THE OWNER OR OWNERS SHALL BE RESPONSIBLE FOR MAINTAINhtiG h
I RIM. 705 80 I " ..,j, ~ ~ ~ ~ IWVIN.694~8 THE COMPLETED PERMANENT RUNOFF CONTROL STRUCTURE AS DIRE{ 1 Ef ~ • ~ ~
~ INlI_OUT:-6 476. "~I ~ti , AGh~S' ~ ~ a---- - f ~ ~ . 1 BY THE GOVERNMENTAL OFFICE HAVING JURISDICTION FOR 11'ATFRSLIEf~ PS~TEFCTION ~ ~ ~ i
EA - ~ TIO AR ~~L i RETEN N BO - ' ~ _ - - ~ - ~ i/ i AND, IF THE OWNERS' ASSOCIATION SHOULD RE DISSOLVED OR CfASF T~~ L\IST
TOTAL D.A. = 2.10 ACRES ~ \ ~ HE.ADWALI.-11 I I p - ~ y//-, I~ ~ i i THEN IN THAT EVENT ALL THE OWNERS OF RECORD AT THE Tlr`1E ~ )I REt IRFD ~ ~ ~
TOTAL IMPERVIOUS = 70 i,w IN: 64220 ~ - ~ ~ ~ ~ , ` _ RfPRAP.OUTLET I I~ / ,s'~~ ~ ,i MAINTENANCE SHALL BE JOINTLY AND SEVERALLY LIABLE FOR ANA" AND S! ~ L-OS 1 S ~ ~ R'' I 0
SURFACE AREA RE UIRED ~,i ~ ~F Q w, APRON LENGTH. 31' ;'S~~• ~ ~ Q` , = r ;1P ~N WITH: 16' ' . ~ ~ ~ ~ ~ , ATTENDANT THERETO. r~ . ~ p a
SURFACE AREA PROVIDED .,,18; 5t Ro ~ 25 ~~a~~~-` . ' k~ ~ ~ _ TMCKNESS:18" o 186~~0 ~ ' ~ ~ l i! ~ ~ ~ 0
CLASS ? RIPRAP ~ ~ ~ ~o~ ~ i ~ o
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NOTE:
LANDDESIGN INC. SHALL NOT BL IN CONTROL OR CHARGE
OF, AND SHALL NOT BE RESPONSIBLE FOR ACTUAL CONSTRUCTION m a -o o CG tin ~ MEANS, METHODS, TECHNIQUES, PROCEDURES OR SAFETY m b
PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK m z
OR FOR ACTS OR OMISSIONS OF CONTRACTORS OR ANY OTHER
PERSONS NOT UNDER THE EMPLOYMENT OF LANDDESIGN, INC. Q Q Q a

i i I
~ / - , - _ ; - NOTES. WATERSHED I_NFOR_MAT ON s
j ~ i " S L MUST BE SANDY \ ~ I
I - _ . _ " 1. PLANTWG SOIL BED TO BE A MY•M1UM OF 4 FT. W DEPTH. 0 1. DEVELOPER: APPLEWOOD PROPERTES, LLC G FROM 10 TO r~ ~
~ - ( j ~ ~ ~ , ~ _ _ LOAM, LOAMY SAND OR LOAM TEXTURE Wff1H A CLAY CONTENT RATiJ 310 APPLEWOOD ROAD - i ~ TRATION RATE OF AT LEAST 05 WCFfS PER (f )I j
~ 25 PERCEPIT. THE SOL MUST HAVE AN Wf1L DALLAS, NC 26034 ADDITION THE PLANTLIG SOL SHOULD HAVE G HOUR AND A PH BETWEEI`! 55 AND 65. Pl [phone]
- _ - - ~ - i i i ~ ~ ~ A 1,5 TO 3 PERCENT ORGANIC CONTENT AND A MAXIMUM 500-PPM CONCENTRATION 2 SENrAGE DISPOSAL SHAL1 BE 8Y PUBLIC SEWER
~ i ~ _ ~ OF SOLUBLE SA1TS. 3. TYPE OF ROADWAYS: CURB AND GUTTER
j ~ ~ ~ I~ ! ~ - _J 2. THE MAXIMUM PONIDWG DEPTH IN THE BIO-RETENTION AREA SHALL BE 6 WCHES. 4, SLOPE 6-10% L~
- ~ i cif ~ ~ ' , 3. A MULCH LAYER SHALL BE PROVIDED CONSISTWG OF 2 TO 4 INCf-ES OF 5. DESIGN BASED ON NCDENR - STORMWATTR BEST MANAC;£MENT PRACTICES, APRL ~
- ,I _ ~ COMMERCIALLY AVAILABLE FINE SHREDDED HARDWOOD MULCH OR SHREDDED 1999.
~ HARDWOOD CHPS. 6. THE GOVERNMENF OFFlCE HAVtJG JURISDICTICkv FOR WnTERSHED PROTECTION AND ~
i ~ ~r._ _ ~ ~ ~ 4. THE UNDERDRAW COLLECTION SYSTEM SHAL1 BE EQUPPED WTfN A 4-INCH WILL HAVE RIGHT OF ACCESS TO Tlf STORMWATER BMP FOR THER ASSIGNS RAVEL LAYER. THE PPE SHOULD HAVE 3/8-INCH ~ I
I ~ ~ ~ i ~ V ~ I ~ ~ - , ~ ~ ~ ~ - PERFORATED PVC PIPE IN AN 8-WCH G PJSPECTIONS AND MAWTENANCE ENFORCEMENT. ON 6-INCH CENTERS WfTH A MAXMUM OF 3 HOLES PER ROW. C M fAl NG TFE COMPLETED PERFORATIONS, SPACED 7. THE OWNER OR OWNERS SHAM BE RESPONSIBLE f )R ArT N ~
I / THE PPE IS SPACED AT A MAXIMUM OF 1D FT. ON CENTER, AND A MI~MUM OF 05 % MAC' RUNOFF CONTROL STRUCTURE AS DIREC_'1Ef) BY THE GOVERNMENTAL PER
_ _ , - - - ~ ~ tom„ i ~ i _ - ~ ~ ` SLOPE SHALL 8E MAWTAWED. A PETRMEABIF FLTER FABRIC IS PLACED BETWEEN THE S[NCT10N FOR WATERSHED PROTECTION Alm, F THE OWNERS' OFFlCE HAVPIG NRI
I' I ~ ~ ( I 1 BED AND THE GRAVEL LAYER. % STANDARD PROCTOR OR CEASE TO EXIST TtfN IN THAT EVEN' ALL ' PLANING SOL ASSOCIATION SHOULD BE DISSOLVED _
, A o ~ ' ~ OVERFLOW WER SHALL BE COMPACTED TO 95 WfTH SOfL THAT IS NOT T THE TIME OF RE UIRED h4AINTFNANCE SHAM BE JOWTLY 5. THE FlLLBERM/ THE OWNERS OF RECORD A Q
~ ~ t FS NOT EXHBTi SIGNIFICANT SHRWK SWELL OR WHICH DO TS ATTENDANT THERETO. N OR AND ALL COS HIGHLY PERMEABLE AND SEVERALLY LIABLE FOR ANY
A \ I ~ - ~ ~ ~ ~ DISPERSION PROPERTES.
~ ' A \ ~ i SHALL 8E ESTABLISHED ON THE BERM WITH A i' 6. PERMANENT GROUND COVER o m ~ ,n MATTING BE]NG UTILQED. ~ x °
' i ~ - i PERMAf~NT EROSION CONTROL m W N H - - 7. A RIP-RAP APRON SHAH 8E ESTABLISHED AT THE BARED END $ECT10N DISCHARGING ti v m m'
II~-____ ~ / 1 ' ~ ~ ~ ~ ~ ~ / - - x y o o m m TO TFf BIORETENfION FACLFFY TO REDUCE VELOQTY AND PREVENT EROSION.
4 ~ - ~ / - i; ~ N N ~ - T I
i i i i i ~ ~ ~ li~li~ CONSTRUCTION SE UENCE: m x ° as ~w
I ~ ~ ~ i TRACTOR SHAH FOLLOW THE BELOW CONSTRUCTION SEQUENCE. R lS THE CON
' ' / ' \ ~ ~ JI Oto i;~ ABSOLUTELY REQUIRED THAT ONCE THE PLANTWG SOL IS WSTALLED NO
m O SEDIMFMATION BE ALLOWED TO CONTAMYJATE THE DEVK:E, P CONTAMINATION ~ ~ ~ ~ A R R o
~ ~ , . OCCURS THE CONTRACTOR WILL BE REQUIRED TO REMOVE AND REPLACE THE • ~ s,~~,.,1 f ; I i
~ ~ 0 ~ n ~ ,3 l i' e,,r , p ' _ ~ ~ HIS COST. PLANTWG SOL AT ~ 9
( ~ O~~ - = SEAL I 1. ROUGH GRADWG. = 9018 = ~
II I~'~ ~ ~ ~ i ~ ~ 2 IXCAVATION OF RETENTION AREA. ~ ~
~ ~ _ ~ _ i I ~ i ~ 3. NO ADDITIONAL WORK WL1 BE PERFORMED W THE CONSTRUCTION OF THE - '~~'•~h~~~r,EE~.•'~
i ~ ~ ~ I ONTRBUTWG DRAINAGE AREA IS GRADED AND STAB[UZED. ~0 I RETENTION AREA UN>t C ND R. ,
m I_~ ~ I j i I A5 ARE USED FOR SEDIMFM AND EROSION CONTROL DURfNG SRE 4. IF RETENTION ARE
- j ~ i 7 TTE IS STABLIZED THE RETENTION AREA ~S ~ CONSTRUCTION ACTIVTTES, AND AFTER THE S 1,
t i ~ i UT TO REMOVE All. SEDIMENT, SHAll. BE UNDER C
I ~ ~ ~ _ ~ ~ WOOD DECK ~ - ~ j ~ ~ I 5. FlNAL GRADPIG AND IXCAVATION OF RETENTION AREA.
~ 0> ~ ~ ~ I n~ _ _ 6. UNDERDRAW PPYJG AND GRAVEL INSTALLATION.
I _ ~ ~ _ AD ACENT TO RETENTION AREAS SHALL BE TREATED WITH ~I • 7. GRADED SLOPES J STABLIZE SOL EROSION CONTROL MATTING WSTALIED AND ~
~l~ 'V POLYECRILMDES TO , SLOPES SEEDED.
M r1 , , r. , 8. WSTALLATION OF ENGWEERED SOL W RETENTION AREA. _ ,
/ ~ / SCAPWG AND MULCH. ~ 9. WSTALLATION OF LAND ! II, i,
_ I ~
, . ~
' ~ ~ - i ~ 1 r
~ ~ ~ - ~ ' - 3" MULCH-~ ~-PONDING AREA 2'
I 1i " ~ j 6" - 9" MAX. P OF BERM ELEV. = 695.80 , TO
i ~ ~ -CIiRB BREAK UNFLOWI _ _ - - FLON;' i
TOP OF -MULCH ELEV. = 695.20 - _ _
l i ~ ; i FLOW ~ ~ I . -FLOW i
} ~ ~ / I
' 2
_ 4 PLANTING ' i
i ~ ~ - I~, - ~ HEADWALL #1 L'! ~ ~ \ SOIL
~ i - _ ~ INV:695.50 ~ FILTER FABRIC DETAIL I
- - ~ _ - - ~ - i ~ - - it ~ ~ _ - _ _ _ ~ = 0'AT
- ~ 01 ~ - - ~ ~ I'~ ~ , - - - BOTTOM ELEV 690.5 - ~ - - - - DEEPEST DRAIN POINT ~
i ~ ~ ~ - - - - - ~ „r'a ~ ~ ~ I - ~ \
i L ' - -L----1-- - _ ~ ' \ i TYPICAL DETAIL CURB GRAVEL LAYER i ~ 0
- ~ ~ I B MINIMUM - BREAK FOR BIO INFLOW
~ i ~ I UNDERDRAIN U 1 COLLECTION - NTS ~
- ~ ~ / - ; ~ ,a 1 I , 1
- ~ ,r ~ ~ ~ i 0 Z
~ ~ ~ -o L _ ~ ~ - - ~ L n % ~o I ' FES / I~~ j ~ - - ' 'FES -----i ~'I ~
- j ;INV: 690.30 I INV: 690.30
A HEADWAl1 #1 _ I F• P~ ~ • ~ - ~ ~ ~ ER ~ I WV: 695.50 I, P ~ ~ ~ L ~ \ ~ I CROSS SECTION -TYPICAL ~ ~ ~ o
- i I ~ ~ NTS U
j i ~ i o ~
I I ~ i ~ ~ P / ~ CONTROL ROL ~ ~
( f ~ ~ ~ STRUCTURE ~ i ~o ~ . ~TURE ~ ~
, ! ~ TOP: 696.50' ~ ~ 696.50' ~ Water Draw Through Rate: . BIORETENTION AREA #1 _ E uation:
~ / ~ ~ ~ ~ ~ ~ ~ OVERFLOW: 695.80'' FLOW. 695.80 Darcy's q ~ U
j' ~ ~ ~ ~ 11 ~ ' / INV: 690.50' ~ ~ ~ ~ 190.50' q = (.0000232)~K`A"( HIL } q = 0.057 cfs ~ a v =runoff coefficient RunofflRainfall) Where: R ( p.{
i ~ ~ Rv = 0.05 + 0.009(1) Where "I" _ % Impervious q =Flow (Rate of Draw) through Elioretentioin Soil (cfsl ~
i ~ ~ ~ ~ ~ `J % ~ ~ i ~ "Sim~leMethod"-~cnueler,198~) K=Hydraulic Conductivity ofsoil(Use1"!Hour) ~j ~ ( F
~ j I NCDENR April 199 A=Surface Area of Bio-Retention Area (SF) ~ Wqv = - 1;0"RvA H = Height of Water above Drainage Pipe (Underdrain • i-I ~
~ 12' L = Thickness of Soil Bed Usual! 4' ~ ~ 'I'~ ~ ( Y 1 0
I /j ~i Assume HIL -1 ( } a
i , / ~ Fill in Values: ' ~
~ ~ ~ / ~ % t~'1 'N "I" _ 70 Percent Im ervious of Site to Saturation at Surface. Q~ 0 P Time to Drawdown water from Inundation I
- ..A.' = 2,t Acres ~-I ~ I
! 21552 Seconds Q Volume q ~
i -f ~ ~ I - Answer: 6.0 Hours to Saturation ' ~ w~
~ _ ~ - Wqv = 0,119 Ac. Ft. Time to lower Water Table to 2.0 feet below surface: ~
~ I 5183 Cubic Feet Required Assume 45%Porosit Y
Volume = Area x 2' x 0.45 _
i I = 2195.3 Cubic Feet
~ ~ ~ ~ RAIN GARDEN AREA = 38793 seconds I,I ,i ~ ' _ 10;8 Hours to Lower Water 2' below surface

Formula: I
Af= Wgvl D Where: ((k} (Hf+Df) (Tf)) Af = Surface area of Rain Garden {S.F.) ~IZ~ UN_DERDRAIN
I ~~4' SQ OUTLET 80X WITH M.H. WITH M.H. ~ Ru c-18 From Georgia De~ian Manual Wqv = Water quality Uolume to be Captured °J
BOTTOM OF BIO(6" BELOW TOP EU THRU C-18 %PONDWG AREA OPEN ONE SIDH01 ERFL01N1 ~ Section 32 ~ 3 Df = Filter Bed Depth (2 feet minimum)
i- CLEANOUT 6" .MAX. i i k = ermeabilit coefficient of filter media As a rule of thumb, the length of underdrain is based on 10%of Af (Based on Dan; s Lava) p Y use 1.0 ftlda for sand -loam) Source. iNYcrate Stornrr~~t:-~clan,r:
~4" SOLD PVC ~ / iU- ( y y L= 81 Feet in 3' wide stone bed ~ Hf = Average height of water above filter bed ~
(use 3 inches, which is half of 6" ponding depth) '
. Re wired Diameter 7.21nches rf:^r~r~~~Y~~~~~nG`: ~ Tf = Design filter bed drain time in days q m
PLA~JTING (2 Days or 48 hours) Source INCSU Rain Garde~~ "esign NJorksheet 3iii I iunti
i,~ sai~: Fill in Values: 2 Or Pllore Underdrains required ~
o
- "k" = I 1 ftJday (1(2"IHour) ~ o
_ . . _ . . Df = 4 Feet x Hf = 3 inches
y:.._ - - ~ ~ . , Tf = 2 Days
~ L- ~i it _-I - - -
~ ~ ~ I - ~I - - ~ I ~ ~ ~ I I I i- FLOw? i i ~ ~ Answer: 3 r~ow? N
v7 T i5
Af = 2439 Square Feet Required cr 0
I I - - - - TO DOWN STREAM SYSTEP For Rain Garden 0 iWN STREAM SYSTEM
GRAVEL LAYER 35 - Width; Approximate Size m
UNDERDRAIN COLLECTION 8" MINIMUM-- 70 -Length o a o IU
SYSTEM (4" PERF. PVCI
N 'o cu u
vrc q Q Q i 0.F

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~ * q 11 X11 _ 4r`t"~L~YSd~7 ~f.d YYUtltltl ~
'i~~~"er '.1'\' ~ '~.td W.C.M ~ c

p I x ~ v 0.'ay-. ~ ~ ~ 1 ~
~tle Sheet o. i 111
T o r. a ~4 c~. I y~ _ ~7
1,~0 COVER SHEET
1.01 EXISTLNG L~~ONOltICl;vti I'i ~ ~ ~ ~ U i ;~I ~ .a
200 OVERALL 51 EE 14' 3 , l ~
l 2,01 PRO SHOP LiK,~~2!vt, R~t!1rt i~ ~Er: ~ ~i; ~ = € ~~I r:o~, i~~
2~a2 PRO slao~ ~ ORLVLN~; RAn;ct~ ~;R. ~L ~~,tii , r ALNA~ ~E s ~ ~ , ; ~ ~ s ; r. E'P'11. h
"~ca'-~.,^.c'^itt.,~x;r~• I - IL; cep /l _ /'i""'C t Cll
3,00 OVERALL ERO~1~iN ~ r)NIROL ''Lt~h~ '',;~t ! E ~ ~ Ir' i ~ v~~
~ 3u1 EROSION CONTRO; PN ~ ~t ~;1 ,a,~ ~ d ~ , f ~ F. J?. t
~ 3.p~ EROSION CON. RO1 t, t ' e~ i
r ~r - Cr~~f ~f ; _1.03 EROSION (.ON I K _ , ~ _ 1 0~ i ,~'Ir' ~ 1 ~ ) G.
3+L) OVERALL FRO~I~~,ti' r r!,ti']Rr ii I'%,,', Il ' 4 P r`I I / y ~ ` 11U A. 5 {
3.71 EROSION ~ ON~KOt - 1'H~I tit. rl 6~ Y ~ 1' o r r, r ~la I-~~ m. ~ JP{{f ! t.
r I 3.12 EROSION CON 1 ROr {}h,~ ~h !r~ R!i , I (~i ~b' PONI .n
3.13 EROSION CONLRO(_ 1)l"7
APPLE-WOOO R~i~ll? ~~t~.~., PRr ~f~lt 4.00 x'00 Ii ~ . ~ ` Cj 7 m m ci ~ I I i~ , n 0 U m m
4.01 S.R. ~''i - T(R:v L.~~N~ !1~7I)LN11,, i~. i~~'t?Flli j ~ 1'~ ~s, l I N N lNdIlS7RJA?\ ~ _ r` ` r (s;. ~ ~ o p ~ v 0 0 -a.. eINF PA K ~ .a ° , ns ~ i. ~ i ~ N N
4.02 S.R. 275 F':9l~EbfEN1~ ~~L~?h'ti~1'r-'> ~ Pam ~ ~ ~ ~ I i, i ' ~ ~ i, C 5 - m ~ o 0
4,~3 ROADWA'r N~ 'Ti ~ ~ ~ s.,; ~ ~ '7
5.00 SEWER COVEK ti,Nf ' ~ ~ ~ ~ - ll 1 ~ o~ ' o, ~ c , I ~F ~ ' ~s 1f
~ I 5,01 OVERAI.I. tiL~bt~Lh i'r II h rJ~ F 1 ~ ~ r ~ ~ 4.,
~ 5,02 SEWER PLA;v i'Rri~il'~ + `f,ITW C ~J/i TABUS ~ ar'`.~ .7a ~ ~ ~ ~ ~ ~ s~hn~cv ~ PARR v> n ~ _ e:J . ~ ,rt i i , ~,l i,
/ u-~ x ~~w~,u. ih J
5.03 SEWER PL-~,~ r Rr : 1, r / i i ~
! 5.04 SEWER DE1~11! ~ I i ~A.L - 19u18 -
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~ ~ ~ - _ _ - _ - i 21 INKBERRY ~ / ~ ~ ~ - ' ~ ~ ~ ~ ~ ~ ~a b ~ 'o
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~ ~ ' ~ ~ ' ~ LEGEND: JD. '
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' ~ o = _ - ~ ~~t2 INKBERRY , ~ ~ ~ ~ ) ~ _ ~ WHITE A, ~ WHITE ASN
~ ~ 18 WAX MYRT ~ ' ~ , ~ ~ TULIP PO I TULIP POPLAR ~ ~ NOTFS:
~ t0 ~ ~ ~ ~ ~ ~ 18 W X=w1YRT(;E, ~ r / ~ ;i ~ i i~,
~ ~ ~ ~ + SOURWO l RFNAVE WRL OR NYLON TWTF FROM BML SOURWOOD . ~ ,'~,;~,i 2 SOAR ROOT BALL AM PJdJT ~ NLMHAAIFI.Y AFiHt WTgL1TI0N V SEE A7TA(}fD IAMSUPE CON-iRl;R10N SFAb[lARDS FOR Ol}B!,
i ~ Q 3 RANiNG RE(~LFFMBTII STA#JG REQI.RHI FOR IFANNO TAgS OR AS 1, ~ . ' RLQUim BY.
' o ~~`~21 INKBERRY (~i ~ _ ~ BLACK Gi 4 COMRACT. ~ CB&Al NOiFS. Qt. 0410(rTRff FtANiTJG, PAR7 7
BLACK GUM - ~ PMAOtM, B9
~ j + i ~ r~rr ~ I~
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~ ~ - , .
~ _ b RED CHOKEBERRY cd _ .
~ - , _ _ ~ f1J , p f, ~ ~ ~
~ 314' NYLON S1RAP - - - ~ ~ STC4 KNOT. 6' SlP KNOT WFni ~ ~ (OP110NAL-SEE NOTE 41 I~ ' I 6' L1RG3t r}1iW TREE DIA61E1B2. I
I ~ ~ ~ ~
i ROOT 6tOWN TO BE AT \ J FtiW OtADEY ' - K&Y M1Aai AWAY FROM ~ 1 ' iRUNC Y TO Y rtj
i / I ~ ~1-' i~ S-1
I !`"`ti rzr~s• wooD srnKE wmi ~ % I ~ Burra~cs - ~ r MAXIMUM uY~x of Mual ~ @!i}3iID 3/8' Fl04E DRIVBJ N ~ ! R0013
' I, ~ j <t~E WIiH STRM `~V ~ I ~
A -4' MAXIMUM t1U1 WATER bVJ I ~ BBtM OUTSDE OF BA0.TI1. ~lAk I, ~
rt~t atADE - , ~
ti~~ ~ l,I~`+~ a i1 Lli~ 'rl 0 I~~
~ te~sna~sa. i~I~I - I L.,~ ...I~ ~ ~ ~ ~ ``t ~ cd }
1i ~i I ~ - -ilT~~-~ o I ~ ~i rl~~~'hU ---i ~ ~Fwm~cn+Jx seccr~~ ~ ~
Plant Schedule - i, I REMOVE 1Y14W. IXG=SS SOl - ~ ~.6.1~'~.hl -ill ~ VJ I r~oM raowm ovER Roor il' ~ ~ ~ ~ l r ~j _ ~ I - - - I -t- I ~ n ~ ll~_
f Bio-Retention Facilities -f SYSTFhI, lR TO I' D&T}L ~ .~~I. , ~~~....;,..~.,i., .t''.C, i - _ f, I~'~ _ ~ RED PLANrs W~ MoRE lily. .,~I~,~~ ~+,r- ~~,li(~ . I I
- _ _ ---I - Scientific Name Common Name ~Quantit r -
Y}- ~Quantit Classification Cal. SPD RTrnovE roP vT BuaLAr Al~o- - ~ 'I I-a 8, 6 R00T BALL f71A 6 8 i • v _ l _ - ANY NALS/PfiS, ETC I_ 1 O~_. F I ~ RE~~ouE rov ~i3 of w~ -
PLANTING NON GRASS GROUND COVER -----~--~t Fraxinus amencana White Ash 10 _ VARES - - J - - 2.5 3 _ ~ Bw~T wT~E Fxaarr
Liriodendron tulipifera _ _ 'Tulip Poplar 16 1. THE GROUND COVER PLANTING HOLES SHALL BE DUG THRO[iGH THE MULCH WITH Nyssa sylvatica _ Black Gum 12 1 B - i FACW _ 2.5"-3" ~ . - - RAGE P(i 80TFDM TO St7 BilTTRESS
- NE OF' THE FOLLOWING: HAND TROWEL, SHOVEL, BULB PLANTER, Ox dendrum arb_oreum Sounvood _ _ 15 _ 12 ~ FAC ' 2.5"-3" - ~ RDOrs Ar T}E coRRECr Fecxr. O F1tM SOL UPt7ER ROOT BALL ~ ~
OR H E TH' ' 0 ( iS DOES NOT APPLY TO GRASSES OR LEGUMES). 15 FAC 2.5"-3" I
Shrubs -r 2. BEFORE PLANTING, BIO DEGRADABLE POTS SHALL BE SPi,IT, AiND NOI1-BIO- - - - --r---I---- " O ' All TRffS SHAM MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI, 1990, PART 1, SHADE AND FLOWERUlG TRffS") ~ Fi
DEGRADABLE POTS SHALL BE REMOVED. ROOT SYSTEMS OF ALL POTTED PLANTS Alnus serrulata Tag Alder _ 34 _ 34 FACW I 24" t FoR EzanlPtJ: ca>>Pac Finair (~wc~l Max E6CdiT _Mrl. Raor eau nwt ROOT BAU DE~m- ~ ~ -
SHALL BE SPLIT OR CRUMBLED. Aronia or S_or_bu_s arbutifolia Red Chokeber 47 3. THE GROUND COVER SHALL BE PLANTED SO THAT THE ROOTS ARE SURROUNDED Ilex labia ~ ~ i 2" @-14' 16' 24" 16" 'b ' 47 FACW _ 24" ~ i-___ 0 - 3" W-16' 18' 32" 2r
~ m m 9 Inkberry ~ 54 _ BY THE SOIL BELOW THE MULCH. POTTED PLANTS SHALL BE S.~T SO THAT :HF, ~OP M rica cerifera !Wax M rtle 49 _ N 0 54 ~ FACW ~ 24" ' ~-I 49 FAC 24" I ~
OF THE POT IS EVEN WITH THE EXISTING GRADE. THE ROOTS OF BARE ROOT GENERAL PLANTING SPECIFICATIONS TREE PLANTING DETAIL 0
PLANT SHALL BE COVERED TO THE CROWDI. cnwos 40.01 ~ ~ M a
4. THE ENTIRE GROUND COVER BED SHALL BE THOROUGHLY [^,'ATERED. 1. ROOT STOCK OF THE PLANT MATERIAL SHALL BE KEPT M07:ST DURING W Q'
`TRANSPORT FROM THE SOURCE TO THE JOB STTE .~'~ID UNTIL PLANTED.
2. WALLS OF PLANTING PIT SHALL Be; DUG SO THAT THEY ARE VERTICAL MAINTENANCE SCHEDULE 3. THE DIAi~ET pT
_ER OF TH~ _~ANTING PIT MUST BE A MINIMUM OF 6-INCHES LONGER THAN THE DIAMETER OF THE BALL OF THE TREE. _ SPACINCs yARiES I °EE PLAN
1.) FOR THE FIRST COUPLE YEARS, PLANTS AND TREES MAY NEED WATER UNTIL 4. THE PLANTING PIT SHALL BE DEEP EN T T ~
OLGH _0 ALLOW /a OF THE BALL, i0 BE THEY BECOME ESTABLISHED. ABOVE THE EXISTING GRADE. LOOSE SOIL AT THE B "n
2.) AFTER EACH STORM THE OPERATOR OF THE FACILITY MLST INSPECT THE RAIN T OP. O.. OF THE PIT S'r[A?,L BE A:IPED BY HAND . GARDEN AND REMOVE TRASH AND [JNWANTED DEBRIS FROM THE GARDEN. THE 5. THE PLANT SHALL BE REMOVED FROM THE ~ • ~ EQUAL c°ACINCs-
OVERFLOW DEVICE SHOULD BE CHECKED AND CLEARED OF ANY OBSTRUCTIONS. p COTNTA.NER AP1D PLACED IN THE Lr'LNTING PIT BY LIrTING AND CARRYING THE PLANT BY THE BALL G ~ G BETWEE'~ ALL PLANTS li
3.) MULCH MUST BE REPLACED EVERY 2 TO 3-YEARS. ANY VOID AREAS MUST BE BY BRANCHES OR 'IRUNT<). (NEV„R LIFT Si' / ~ o~ i' / ~ ~ W 4" LAYER OF MULCN ~ A ~i _ r ~ ~ G ~ / ~ ~ ~ ~GGE PLAN, ING - . . , ~ . ~
RE-MULCHED IMMEDIATELY. 5. SET THE PLANT UPRIGHT AND IN THE CE `te'a mgr, r p 1 EEC - - °
4.) TREES AND SHRUBS SHOULD ONLY BE PERMTTTED AS SHOWN ON APPROVED NIL-, 0. ~1.r, PIT SO THAT THE TOP OF TITE BALL IS APPROXIMATELY ~/a ABOVE THE FINAL GRADE. PLAN. VEGETATION IS TO BE KEPT VIBRANT AND HEALTHY. IF A TREE OR SHRUB 7. BACKFII,L PLANTING PIT WITH EXIS`ING , a ' a ~ YF. . -':aARED ROUJS COLLAR-MIN. 2' I-IT, l ) o ~ ~ ~ f ~ ~
SOIL. DIES IT SHOULD BE REMOVED AND REPLACED. 8. L1AKE SURE PLANT REMAINS STRAIGHT D[IRIT- '^r 4~~ ) V ~ ) ~ ADJ4GtNTGRADE ~ ~
5.) DUE TO ACID RAIN, pH IN THE RAIN GARDEN CAN INCREASE. ON A YEARLY KC 3AC:~Cc_LliING PROCEDURE. 9. NEVER COVER THE TOP OF THE BALL WITH SOIL. MOUND SOIL AROUND TIIE ~ , ~ ~ ~ PLAN q o ti
BASIS CHECK THE pH OF THE PLANTED SOIL TO MAKE SURE THAT A pH RANGE OF EXPOSED BALL. ~a ---1 b
BETWEEN 5.5-6.5 IS PRESENT. IF IT IS NOT, THEN APPLY LIMESTONE OR OTHER 10. TREES SHALL BE BIU~CEU BY USING 2-IN' r,TT~ ALKALINE SUBSTANCE TO THE SOIL. THE SOIL SHOULD ALSO BE TESTED YEARLY LH BY 7,-INCH ,].IlPL OAK STAKES, ~~li: a r a 'd
STAKES SHALL BE PLACED PARALLEL, TO WALKWAYS AND BUILDINGS. S`PAKES ARE TO SEE IF HEAVY METALS HAVE ACCUMULATED BEYOND RATES THAT WOULD ALLOW TO BE ECIUALLY SPACED ON THE OUTSIDE ~ T m z , 4" ~ ~ ~ ~ ~
VEGETATION TO EXIST. IN THIS CASE, REMOVAL OF LAND FILLING OF THE OF .H~ .R~L, 3ALL. UTILIZING HOSli AND WIk.E, 3RACE THE TREE TO THE STAKES. ,;;~if= f~l ~ z ~ F ~ GENERAL NOTES ~ ' r r~l~ ~ o 0
CONTAMINATED SOIL IS RECOMMENDED. "V" 'PENCN AROUND ENTIRE _ j ~ ~g~~ ~ ~ ,1~t. : _ol~ar around each shruo when irrigation system fs present. 0 ~ li,°, ~ ~ a, Tl~i~ C i~ 1'~~.. ~ N PL ^N E~D i ~ _ ~o - ~y::: I I ~?~:Id ~ -_~T ~ toe of punt ball above adjacent grade. ~ ~ N
6.) ON A YEARLY BASIS CHECK THE COLLECTION SYSTEM (I.E.CATCH BASIN, PIPIATG, GRASSED SWALES) FOR PROPER FUNCTIONING. INSPECT THE UNDERGROUND I~~ ~~WF- 11~ FL , 1 G , ~C~i l~ ~ll~ iL), - ,~'i f ' ~ ~ ~I~~'~! - T~ i ~ " m'x E,rmP as ii is filled around each lent ball.
DRAINAGE PIPES AT THE JOINTS FOR ANY MAINTENANCE PROBLEMS OR CLOGGING. lli~~~=- ~I ~i~;~ - Ili ~ _ ~11- ~I ~ - Iltl ~~~i~ . r planUn9 ~ y p p EDGE OF , L i~ITING EED ~ ~ II ~ . ~~~Ir= ~ _c<~ each plant ball and pit immediately aFter installation.
REPAIR AND REPLACE AS NECESSARY. i
7.) SEllIMENTATION FROM ON-SITE AND OFF-SITE SOILS G~~ILL COG THE RAIN TAMP SOIL h'IY UNDER EAGFa PLANT - - ~ j "9 3
(~Z1 R?1 ,^TT Z1RG'n CrPn ATT T7Tm T/ln7 nL~ mvc~ ~Tmo r~nnTnrT nrn mn m„n nr T~, nw.,,,,~,. n-, Fs4 I ':O M!NfMIZE 9ETTL'tT'IENT / ~ - _ _ . in
11-11- L v.nuiuluniiviv v 11- , UCH Dj 11YV .I.V iFl L, r-' 11V IH:Sllr,1V ur THE AREA SHOULD BE MAINTAINED. ANY SILT CLOGGING THE RAIN GARDEN AREA rr iF GRL E~tuv~ NCs etf~~ a ~ ~ N 0 ~
MUST BE REMOVED. 0
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Bio• - Retention Faalltles _ ~ I - ~ I - _ - - - svsrEM, ur To r r>r~Trr ~~ir ~i'~= ~h i ~aF ti . ,ilFl` 1 ll = I , h V RE>EC;T PuNrs wmt Moa>: ~ f I I ; ~ - ~ I ITS-~,. I p ~ - - THAN J'. I ; ~ ~ I -t_
scientific Name Common Name Qu ntit Classification - _ i
PLANTING NON-GRASS GROUND COVER Fraxinus americana_ t Classification Cal. SPD ' - _ a REMOVE TOP In BURLAP AM------ B• - 6' R00T BNl qA ~6'Y B' _ I 1 ANY NALS/PNS, ETG ~ '
_ White Ash X10 I FAC I FAC 2.5" 3" ~ REMOVE TOP 2/B aP wx~ _
Liriodendron tulipifera Tulip_ Poplar _ 18~ FACW 1. THE GROUND COVER PLANTING HOLES SHALL BE DUG THROUGH THE Iv.ULCH WITH N ssa sylvatica ~ FACW 2.5" 3" BASA'fT TNFHiE PRr3arr - , - RA& Prr TwTTOM ro sEr eurTRECS d, ~ ~ I j } Q. 0
y _ Black Gum 12 FAC ONE OF THE FOLLOWING: HAND TROWEL, SHOVEL, BULB PLANTER, Ox dendrumarboreum Sourwood 15 FAC t. ~ FA _ C 2.5'3" Roors AT nt coRUa HHaTr. fitM SOL UrIJ& RWT BAIL O
OR HOE (THIS DOES NOT APPLY TO GRASSES OR LEGUMES). 2. BEFORE PLANTING, BIO DEGRADABLE POTS SHALL BE SPLIT, AND NON-BIO- Shrubs i - FAC 2.5'3 j_ _ ~ ~ 0
DEGRADABLE POTS SHALL BE REMOVED. ROOT SYSTEMS OF ALL POTTED PLANTS Alnus serrulata _ _ _ Ta Alder ~ _ _ _ All TREES SFIAIl MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI, 1990, PART 1, "SFIADE AND FLOWERWG TREES"I 0 -j-- I- ~ Ftii ~
-9 ~ 34 ~ FACW SHALL BE SPLIT OR CRUMBLED. Aronia or Sorbus_arbutifolia Red Choke I FACW 24" FOR EXAMPLE CALPHZ H6(}fT (R~WL~) NuIX. FIBC~iF MP! ROOT BALL DIA. MA1 ROOT BAll. p8'iH ~ Q;
1- berry I 47 ~ FACW 3. THE GROUND COVER SHALL BE PLANTED SO THAT THE ROOTS ARE SURROUNDED Ilexglabra 'I t nkber 54 FACW ~ FACW 24"! _ - r t2-t4' t6' 2a" t6^ ~ b i - i - 3" 14-16' 18' 32" ZI" ~ 0
---1---- - ~ -I---- - BY THE SOIL BELOW THE MULCH. POTTED PLANTS SHALT, BE SET SO TiIA'1' THE TOP M rica cerifera ,Wax M rtl ~ e 49 FAC FACW 24 i -i--- - - ~ 0 FAC j ~ 24"
OF THE POT iS EVEN WITH THE EXISTING GRADE. THE ROOTS OF BARE ROOT PLANT SHALL BE COVERED TO THE CROWN. GENERAL PLANTING SPECIFICATIONS TREE P DET ~ LANTWG AIL
4. THE ENTIRE GROUND COVER BED SHALL BE THOROUGHLY WATERED. 0 coups ao.61 Q-+
1. ROOT S'I`OCK OF THE PGAPIT MATERIAL SHALL B;: ?~'~'p'P MOIST UiRT„ a
TRAAI5FORT FROM THE SOURCE; `:0 I;'iE JOB I. ~i~G aITE t_ ~D OhITIL PLAD;TED .
2. U?ALES OF PLANTING PIT SHALL BE DUG SO THAT '~4EY ARE VEF,'r'T~~ r MAINTENANCE SCHEDULE 3. THE D .,.r, ~ _~A-' IAiiLT..R 0r' THE PLANTING PIi i-iuST BE '~~,_a
t. IIN]UII OF 6-IDICH~;S LONGER THAA1 THE DIAiQETER 0:' THE ?ALL Or" THE TRrE. 5EE FL&'J
1.) FOR THE FIRST COUPLE YEARS, PLANTS AND TREES MAY NEED WATER iJNTIL' 4. THE PLANTING _ PIT SHALL BE DEEP ENOUGH TO ALLOT^; OF ''IIE BALL TO BE THEY BECOME ESTABLISHED. ABOVE THE EXISTING
2.) AFTER EACH STORM THE OPERATOR OF THE FACILITY MUST INSPECT THE RAIN GRnDF,. LUOSE SOIL AT ~PIiE BOTTOM OF 'T'HE PIT SFIiL,L BE
TAMPED BY N.,AND. GARDEN AND REMOVE TRASH AND UNWANTED DEBRIS FROM THE GARDEN. TAE 5. THE PLANT SH „M ~ ~ ~ ~
OVERFLOW DEVICE SHOULD BE CHECKED AND CLEARED OF ANY OBSTRUCTIONS. ALL BE Rn.iOV~D FROM THE CONTAINER AND PLACED IN `P;IE I BETiL'~EEN .:LL PWN'~ I
3.) MULCH MUST BE REPLACED EVERY 2 TO 3-YEARS. ANY VOID AREAS MUST BE PLANTING PIT BY LIFTING AND CARRYING THE PLANT BY THE BALL NE~F BY BRAidCHES OR TRUNK). ( I~R LIFT RE-MULCHED IMMEDIA`PELY. 6. SET THE nLAN`i r mn
4.) TREES AND SHRUBS SHOULD ONLY BE PERMITTED AS SHOWN ON APPROVED - JPRIGHT AAD IN THE CENic,R OF THE PiT SO THAT THE TOP _ ~ A~ k~ ~ ~ l t ~ 4" LAYER ~F ~MLLCN ~ ~ ~ ~ ~ ~ =GEE C= F~HtiT!v6 i q - i ~ ~ ~ ~ ~ • ~ N r' BEC ~ ~
PLAN. VEGETATION IS TO BE KEPT VIBRANT AND HEALTHY. IF A TREE OR SHRUB OF `PHE BALL IS APPROXIMATELY '/4 ABOVE THE FINAL GRADE. 7. BACKFILL PLANTING PIT 44ITH EXISTING SOIL. COLLAR-^"~N.:' Ni. ~ a ~ a ~
DIES IT SHOULD BE REMOVED AND REPLACED. 8. t~1AKE SURE PLAim ~ ~ ~ a
5.) DUE TO ACID RAIN, pH IN THE RAIN GARDEN CAN INCREASE. ON A YEARLY V- REMAINS STRAIGHT DURIDIG B?1CKFILLING PROCEDURE. BASIS CHECK THE pH OF THE PLANTED SOIL TO MAKE SURE THAT A H RAN E F 9• NEVER COVER THE TOP OF TEE BALL WITH ,50IL. MOUND SOIL A ao~act~~~- ~R.:~c - ~ 1 PLAN x ~ c J c J ~
p G 0_ EXPOSED BALL. ROL~IdD THE BETWEEN 5.5-6.5 IS PRESENT. IF IT I5 NOT, THEN APPLY LIMESTONE OR OTHER 10. TREES SHALL BE ,i r ~ ` O ti ~ L~ a
ALKALINE SUBSTANCE TO THE SOIL. THE SOIL SHOULD ALSO BE TESTED YEARLY BRACh.) JSING 2-INCA BY 2-INCH WHITE OAK STAKES. ~ r S ~ 4Yy to '(7
TO SEE IF HEAVY METALS HAVE ACCUMULATED BEYOND RATES THAT WOULD ALLOW STAKES SHALL, BE PLACSD PARALLEL TO WALKWAYS AND BUILDINGS. TO BE EQUALLY SPACED ON THE OUTSIDE OF"I'HE TR r STAKES ARE iii t ~ 'T ~ 11- f t ~ ~ ry~ ( ~i V~. 'b / 4. ` )Y l 1 ~
VEGETATION TO EXIST. IN THIS CASE, REMOVAL OF LAND FILLING OF THE AND WIRE, Bt2ACE ~ m E~ BhLli. UTIL,~LING FiOSE CONTAMINATED SOIL IS RECOMMENDED. THE ~R~r .0 THE STAitES. 1LLL ~ t . z GENERAL NOTES (~ic ~ - ~ ,R~ ~
6.) ON A YEARLY BASIS CHECK THE COLLECTION SYSTEM (I.E.CATCH BASIN, "V" TREN~'-+ ARO~JND ENTIRE - tip .~h~- 3 ~ y c~~~ I Cmit collar ~re,r~o esch shrub ~uhen ~rn alien s stem is resent. ~ `H ~ PLANTINS BED i ~ ~ 9 y p ~ ~ >n
PIPING, GRASSED SGdALES) FOR PROPER FUNCTIONING. INSPECT THE UNDERGROUND ~ N LL.. ' ~=X". r ~ _ nstai :oo F n'a~~~: call 2' above adfacent grade" ~ ~ ~ ~ ~ ~ W,- . ~ i ,~`t1; i i~L ~`i11ID-. x~ H F~ I r-~ r~p l~ ~T ~ i ~Il~i i' ~ -
DRAINAGE PIPES AT THE JOINTS FOR ANY MAINTENANCE PROBLEMS OR CLOGGING. ~ " ~ E~y~j ~ ,~l~l' 1 li ~ ~ ~ Tamp plar• nc m'~~r '"rmly as pit fa filled arcund each plant ball. c ~'i ~ T~i-= 'rt--Y - _-~7;~- -~p ~pGE OF FLA. L Ms BED ~a.,, - - I
REPAIR AND REPLACE AS NECESSARY. =1i~l~lf~.d',t~i~ ~ ~Il~r- Soak each plan! ball and pit immediately after installation.
7.) SEDIMENTATION FROM ON-SITE AND OFF-SITE SOILS WILL COG THE RAIN GARDEN AREA. STABILIZATION OF THE SITE DRAINING TO THE RAIN GARDE?N OF TAMP ^^ix UNDER cACN PLANT m
Ctrl I/' `!'~~IIMf7C C.CTI Ci~^CI.IT % N m
THE AREA SHOULD BE MAINTAINED. ANY SILT CLOGGING THE RAIN GARDEN AREA TYFIC ~LE~,ANTING BED DETAIL N
MUST BE REMOVED. 0 in
FLANTINCs MIX A6 BFECiFIED
m x ~ ~
SHRUB PLANTING DETAH-
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