20011538 Ver 1_MAPS_20011019

2" X g" " ~ . 2" X 8'
FACE OF CURB CAP BOARD 6 X 6 6 -0 O.C. MAX. CAP BOARD _ ...PAST ~ ~
A ^ ~
PROVIDE CONTRACTION JOINTS AT 10' INTERVALS - -IN CONCRETE--CURB. ~ N~ ~ ~ _O
" 1 X 8 TRIM i i f 1" X 8' TRIM TRIM A U ~ Q - lD
PROVIDE 1/2' EXPANSION JOINTS AT INTERVALS 6 BOARD - - ~ - e - - BOARD ..NOT TO EXCEED 50', AT THE -ENDS AND MID-POINT, 1'_p" 6" X 6" W
OF RETURNS AND AT RIGID STRUCTURES. POST - I /1 V" ~ H z ~ _ tD
ASPHALT PAVEMENT 1' X 6' VERTICAL BOARDS
S" 1 ° RAOIUS ~iIGAL -$OARDS _ _ - - - - - - BOARDS ~ ~ ~ ~ ,N G, Q U1
I ~ A ~
1.1 /2" -RADIUS 5'-O" _ - - - _ - _ - - A w ~ ~
- 2' X 6" STRINGERS 2" X 6' STRINGERS-BACK ! - ATTACH TO POSTS WITH DA ~A - LINGERS-BACK SIDE OF FENCE o ~ d P S TH DADO J V. ANGLES NEEDED AT CORNERS ~ ry N 0 TS WI ED OINTS. (GAL ) ~ q i+-
Q / r~~ • M ~ x S ~ ~ = w
- ~ 1 X 4 TRIM FINISHED GRADE - - \ ~ d ° -BOARD RADE ~ P-ROP-0SED ~.LAN7INGS ~ ~
6" , , - e ~ U ~ x ~ SEE SHEET C6 -LANDSCAPE PLAN _ A ~ ~ d
a - a- ~ 4 ~ - ~ I
' 4" CLEARANCE ° a , ti -4• _ Q ~ A ~ Z ~
- - _ ~ 4 ~l 1NLfT ~EFLfCT~t: (3' WIDE) ~ F-+ FORM GROOVES IN CONC. GUTTER ~,1J a ~
,~l _ _ _ - - - - - _ -PROPOSED BOULDER A TO DIVt~tT STORM aNAT~2aNTO ~
_ _ = CABC a POST ANCHOR: (TYPICAL) 1' X 4" TRIM 3000 PSI CONC. - - USP TIMBER CONNECTORS BOARD ~ ~ Q ~ RETAINING WALL ~ ~ BIORETENTION BASIN. ~
-CURB~c~GUTiEft - f- 3'-U" t1Ef111Y~OL-UMN-BASE SEE ~ Of Q ~ ~ O ( ) n ~
~ l I I I I- 3000 PSI CBE66 12 GAUGE ~ , ~ ~ , -FTG. SLOPE TOP OF FTG. FOR DRAINAGE U~ JNAGE ~ ~J O
1 , - TYPICAL ~ " s t -6 - o. ~ _ 1 MAXIMUM PONDED WATER PROPOSED GRADE Q ¢ Q ~Q
T;OMRAGTEO PROPOSED GRADE DEPTH - ~ ~ (LI
SUBGRADE OUTSIDE FACE OF ENCLOSURE -ELEVATION Zo W 3:1 MAX. CURB OPENING ~ _ lD L~
- ASPHALT f'VMNT. Q a ~ p U I
N IL
(GRA~NAG: TO@IAP,QS CURB) 1'-6w 2" X 4" TRIM BOARD O ~
~ RIP TO SIZE (SHALL COVER EDGE OF " PLYWOOD) ~ z _ Cb . 6• MAV 1 - IV1. / r N LL e.}
SCALE: 1 =1-0 SECTION VIEW ii ~ w V IIII~IIII~iII _ ~ . a _ ~ ~
3/4' RL'I~hraOD Q - I-I ~I ~ ~ 11111 N ~ m
FACE OF CURB BACKING 2' " -4' CAP " Ili il~ III ill II II III III~II III ill ~ w
1 X6 ® ~ II~II~ VIII a
VERTICAL BOARDS oa.~ X III Ill II WAN Q
PROVIDE CONTRACTION JOINTS AT 10' INTERVALS 6° 6' X 6' POST - - - - - - - - - - - - 2' X 4' TRIM BOARD ~ I III ~ J X
IN CONCRETE CURB. - - - - -RIP TO SIZE (SHALL COVER EDGE OF PLYWOOD) 1'-0" Q _ o ~ 1111 -III ~ I 1 ~ m - - 4 MI . _ •
PROVIDE 1/2" EXPANSION JOINTS AT INTERVALS VIII III III ~ o
NOT TO EXCEED 50', A71'HE ENDS AND MID-POINT PLAN VIEW AT GATE ~ CAS' OF RETURNS' AND AT RIGID STRUCTURES. 1' X 8' TRIM BOARD d~a o III II1 II®I - - PLANnrlc SOIL ~
-5' l".RADIUS ASPHALT PAVEMENT _Jll Ill _ sff - ~,DSC,~E ALAN
I 2" X 4' CAP 10'-6' O.C. III III II I FOR BIORETEN11oN AREA SPEaFlCAT1oNS
1 1 /2" RADIUS 2" X 4` SAP _ X 6" " w _ II VIII
- VERTICAL BOARDS 1 X 8 TRIM BOARD 4 -6' x 6" POST III~~'._. II • - ~ ~ _ :..~t'-0` MIN... ~ SAND BED
E° i ~-I L~.~ I~- 6 x B POST ill .
1' X 8° TRIM BOARD o ~ Q III ~ ~ ~ ' II II - II~III®I ~ IIII~III~III® I~IIII III~I III
j , ~ ~ ~ T-HINGE (3 E -T--HINGE (3 EACH SIDE) II III®III III I III®III®III IIII~III®III II
7" - 4 - n ~ t° X 6' VERTICAL b D ~ ~ n BOARDS 1" X 6" DIAGNOL r r X 6 DIAGNOL BRACE
4• a 1' X 8" TRIM BOARD BEYOND 4 -0 BIORETENTION AREA
° 1 X 8" TRIM B01 ' X 8" TRIM BOARD
CABC 3000 PSI CONC. , ~ ~ ~ ~ ~ ~ , ~ ,--I- 3/4" PLYWOOD
CURB -~C-giiiER - I p ~ ~ I I 1 -BACKING 1 6
~ ~ FlNI! u _ it FlNISHED GRADE I---
1" X 4" TRIM BOARD H ? H
CD~AC~-0 HASP 1ATCH 1' X 4' TRIM BOARD NOT TO SCALE A
SUBGRADE
SECTION VIEW AT GATE CANE BOLT 1" X 8' TRIM BOARD 3' WIDE INLET DEFLECTOR: 3' WIDE INLET OffifCTt)R~ ( ) ( )
- DRAINAGE AWAY FROM CURB) ~ 8 -0 FORM GROOVES IN CONC. GUTTER FORM GROOVES IN CONC. GUTTER
TO .DIVERT .STORM WATT INTO TO DIVERT STORM WATER 1NT0 BIORETENTION BASIN. BIORETENTION BASIN. I-
SCALE: 1„=1'-O" ELEVATION AT GATE OUTSIDE FACE cc~NC. CURB & GUTTER ~ a ETCH eASI~ ~
e" ~
1/2° EXPANSION JOINTS FlLLED WITH 3'-0' 4'-0' 4-O' -O' H H BACK OF t~1R8
PREMOULDED JOINT MATERIAL do JOINT SEALER CURB do GUTTER PAINTED SOLID WHITE »
1'-0 30' ~
U A
- -3000-PSI-C-0NC. ~'AD ~NITIi Si1FF-$ROOM flNISH. -NOTE -0N FENCING: ~ ~ OflflOflfl I ~ 000000 N
ALL SCREWS NAILS AND OTHER FASTENERS SHALL BE HOT DIPPED fi" -TRICK 3000 fSl ~'ONC.~AU -GAL~JANIZEfl fOR -EXTERIOR -USE. > so'
- 4 3-
- , - _ T;'-X T;" -14.0 _X -W4.0 -WWF ALL WOOD SHALL .BE PRESSURE TREATED SOUTHERN YELLOW P1NE - a ~ OF GUTTER ~ FACE OF
i - ~ ~ 2'-4" ~ :rri STAlDARD ~'?B ~t
Q
d ~ ~ ~ -Q- - - - ~ ~ CURVE -Y - ~ ~R~ - ~ ~ q,"~ TRANSITION AT CURB INLET
• ~ INDICATE 0 INDICATED ON PLAN ~
- a
- 0 8' CABC _
» FRAIrE~ GRAZE ~ HOOD BY
a - 1- - - scA~-E: a - ~'-0" - /2 1-0 - F~SFI GRADE 1NOAl1 23-C6O OR APPROVED EQUAL ~ ~
=I COMPACTED SUBGRADE 111- ASPHALT
III- II-III-
- -I 1 I-I...~~~ - lOP GRADE I- - - - ELEM. AS NODED -I I -
SCALE: 3 4 -1-0 I- - I
-NOS:
SCALE: 1"=1'-O" PROVIDE 1/2" EXPANSION JOINTS FlLLED WITH I _ PRECAST OONCRFIE soot ' NI1H LOrOpfOUT PANELS
- - -PRBdOU~-JOINT'-1AAiERtAi--dc dOlNi-SfAL-fR- 20 --OTC.-MAC(. --AS SHOWN ON PLAN) AS WINE. BY 11NDALL OR APPROVED EQUAL
PROVIDE I/2" DEEP SCORE JOINTS AT 5' O.C. WITH ROUNDED EDGES AS SHOWN ON PLAN.
4" THICK CONCRETE WALK WITH STIFF BROOM FlNISH
6" SCH. 40 PVC DRAIN UNE WALKWAY SHALL MEET TOWN OF HIGHLANDS STANDARDS AND AND 2" SMOOTH TROWELED BORDERS.
' FINISHED GRADE SPECIFlCATIONS. CONCRETE CATCH BASIN (2 SQUARE) BROOM FlNISH SHALL BE PERPENDICULAR ~ To TRAFFlC FLOW.
~All7k1-CAST-IRON GRATE
.FOR ROOF DRAIN OVERFLOW _ _ _ _
-1=111=1 - - -III l~l Il=l l I=l 6 X 6 - W2.9 X W29 wwF CENTERED - ~ ' COMPACTED
i~ I I1=III=1I I=1 - - 3000 PSI CONCRETE =111= - I I IN WALK THICKNESS. . _ I
6" SCH 4O PVC - ~ - it - III
ROOF DRAIN 1JNE _ _ _ _ ~ I 1f4"~'FT CROSS SLOPE 1~2"~'~ - 000000000000 - - 000000000000000000000000 - ~
-I III - 0 0 0 0 0 0 0 0 0 0 0 0
-III=_ _ ~ 1 a CONC. CURB do GUTTER - - - _ -III- i I I-
COMPACTED =III=III=I I I~ I ~I I I=III=~ ~ f I I - - ~ ~ _ ~ - T -SU$GRADE-UNDER-CATCH..-BASIN - - - - - I-~_- I_I - -I a i a _ _ - ~,~~uunuv, NUMI~t;
II. ~ ~ III a o - a a n a ~ ~ COMPACDED SUB6RADE ~~0 I ~ ~ / ^ \r fNAArr'nrrhrr~~ iii
la- I - - - - - 9 ; ~.b ~da.y ;
~'NI5 iI - a I - - - - - _ _ _ - Q ' D ~ ~ cMOr - r r
- - - i f= I - - - npAWING - - ,III a I = ' = 502 ~
15 I ~ iL _ _ i1==
- ~T i I I 1 4" WASHED STONE p~Ol~~l?~Y O~ _ - COMPACTED SUBGRADE BASE sTOHE ~,r 03-0~-2002 ASHED '.,~~..~r~ 0~.
1- ---II - - I ''%p S wP~~~` NOT TO SCALE i,,,~~iii
- , ! 1-1- I=ll ; ,l 11-111-11 11111 ~'"i~,
_r CONCRETE WALK DETAIL
ANn Nor ro r usn MIRIFI 14ON FILTER FABRIC - 7 WASHED STONE AIL ~J ~ sir~nMwNGs
0- : mpl:Onucr, COMPLETELY-TNRAP.-DRY SUMP , DRY SUMP 2 SQUARE X 3 DEEP. WITHOUT H15 W~Ir1FN
SCALE: 1"=l'-O"
pF_ I-1M15510N i~ ~ TAI l- ~

INVERT ~
3796,6 ~
QQ
PROPOSED DRAINAGE PIPES: ~ ~ (1.1 ~ . i- O
~ Mi ER v - `0 ~ Pp Q ~ Rp. ~ W U ~\Cpk ~ _ d'
PIPE FOR STORM SEWERS SHALL BE CLASS 3 REINFORCED CONCRETE PIPE (RCP) '..STREAM :BUFF-ER EASEMENT: - ERWISE -NDT1=D. ...PROPOSED ..30 ACCORDING TO ASTM C76, AASHTO -11170. 'UNLESS 0TH ~
SEE SHEET C4 fOR EROSION CONTROL AND DRAINAGE THE EASEMENT SHALL BE 30 FROM TOP OF S AM CHANNEL y H Z I ~ ~ ~ z
_ ~~(,y~C-~qs~. - - -P-IP-E -BEDDING SI#ALL -0E ASS "C" {-0RDINARY) EXCEPT-UNDER ~P-AVING-WHICH _ DETAILS bN BOTH -SIDES -Of THE STREAK. SHALL BE CLASS B . ~ U ~
y Ul rah OF Q ~
ALL WORK, MATERIALS, AND PROCEDURES SHALL COMPLY WITH THE RERUIREMENTS OF THE TOWN ~ HIGHLANDS OR THE NCDOT WHICHEVER IS GREATER. ENO ~ RAVENEL U ~ I
KE W „ lL ~ 00 ~ ~ D
D SPOT ELEVATIONS AT CURB dt GUTTER ARE BASE OF CURB, TRENCHES SHALL NOT REMAIN OPEN DURING RAIN PERIODS. WHEN RAIN IS EXPECTED, PROPOSE __TRENCHES -8E •CL~E-0; ~OVERE-0,-aR--0IHERNA.SE-P-RE#~EJVTE-0 F-ROM cp`~ o d sE F- ry N ~ C. N~ FOR Rp• - ~ W
IS 0:5' HIGHffZ. CAUSING EROSION & SILTATION. TOP OF C{iRB S~ N x S ~
J HARRIS = w F- ~ 1p6 2 LAKE ~ ~
THE PROPOSED STREAM CULVERT (ARCH CMP) SHALL BE INSTALLED DURING A DRY WEATHER PERIOD WHEN NO RAIN IS EXPECTED DURING THE INSTALLATION PERIOD. r n V ~ I- X p' ` ~ H w s ~~s ~ d
-i4 GEUTECHNICAI.-ENGINEER-~S'IJACL~INSPECT-'THE-AREA-AND-PROVIDE SPECIFlCATIONS
FOR PROPER UNDERCUTTING AND BEDDING. 2 G Q ~ ~ - ~ ~ Z ~
EI~VTiON #2 (SEE DETAIL #8 SHEET C3) k ~ ~ H ~ ~ W N
Bt#TTOM ftEV.=3809.E tit b1g~ ~ Z Q ~
MINIMUM SURFACE AREA-600 SF U ~
Q H ~o MCINITY YAP NORTH ~ ~ N
Un ~ 0o W O
t °=2000' ~ " ~ _ I PROPOSED STREAM Q Q a ~D
PROP. 18" RCP :32' -LONG -~tT-2.-896. . RELOCATION ~ W N
(Q25=2.9 CPS) 2g~ zo 3~ + ~ 2 `D In
~ -PROP: 18 RCP + Q a O v I t J N
32' LONG AT 2.0~ ~ W
{t~Y5=3:8 {:FS) + + LEGEND ~ ? (t1 + +,~ti ~ ~z _ 00
PROPOSED + ++o~ ~
-ROOK liE'fAJNING WALL (MACHINE STACKED) ' + + + + + DUSTING CONTOUR (2 INTERVAL) w W
BIORE~I~(~N ~~1 + + + + + + + + + + + + + + + ~j~1 rnrn ~ ~ V'
(SEE DETAIL ~ SHEET C3) ROOF DRAIN OU AT + + + + + + + + + + + + + + PROPOSED DRAINAGE SWALE ~ W ~
POTTOM ~V:=3811:1 _ _ CATCH 8 SEE DETAI ~ t + ( + + YINIMUY SURFACE AREA-900 SF SHT. INV. + + + + L \ ~ ~
+ + + + + + + + + + + w+ + ~ ~ ~ ~ a „ X + + t + + ~ + t t pl- + ~ w - N 0
+ + + + + + + + + + _ ~J
t:URB INLET + + + + + + + + + + + + + + + + + +p + + + +a~+ + a-o ~ + + + + + + + + + + + + ~ ~ + o- • EXISTING TREES m 0o w 0 w=
_ _ RIM ELEV.=3811.55 _ _ _ _ _ _ _ + _ ± ~ _ _ ± + + ~ ' + N + o ZEE ~ o ~ + + + + + + + + + P n.
-Eif1/.-3805,8 ~ + + + + + + + + + + g~+ ~ZR ~ ~ a _
+ + FLOC ~ + + + + + + + + + + TOf .OF Fll.L .SLOPE ~ . + ~ ` ~ + + + + + + + + + + + 2a ABANDONED) + + + + + + + + + + + + + ~ ~ ~ ~ 0- + + + + + + + ~
a + + f + + + + + + + + + + + + + + + + + + + +
~ + t + + + + + + + + + + + + + + + + + PROPOSED ASPHALT PAVING
IRON ~ .PJN. _ . ON- + I
DIVERSION + + + + + + + + + + + + + + + + + + + + + P + + + ~ + + +
-EXJSTiNG iRffS SWALE ~ ~ o _ _ _ + + _ -CUIQB -tt1Lf# + +
ALL BE-SAVED {HAND - - + ~ it4M V~ .J~5 + .'~5 + + • + + PROPOSED STREAM RESTORATION AREA + + + + + ~ ~ ~~W
P _ JNVF = 1g~ i- ~P + + + + , + + + + + + + + + + + ~ + +
_ _ - _T _ _ + + + + 10. ~ ~ ~
HOUSE ACK + + + y + + + + + ~ ~ ~Ld !1 ~ ~ 1 N + ~ J
tia~ ~ ERG ~ _ ~ - + + + + + ~ + s~ 2
~ 3s®s o PROPOSED BIORETENTION ~ ~ ~ Q1
- W tia~
/ + + + ~1 ~ - _ _ ' ~ ....-10.D..~...~..~..1D:o~.~.~.~.'.'... ~ ~ i- a' '.I.~........... 11.2 PROPOSED SPOT ELEVATIONS H ?
--#'ROPOSE~ -Ct#LVE#~T. _ v.. - - _ .........'.':....~;r~ ' ~ q q ~ 4 Y~.. '.~..1 ~ .:.:.~;...:.:.'.'.'...ppENIN6 3813 = H
120 OF 73 X 55 , 12 GA. ARCH CMP - _ ~:-~•N.ia~.'.'.Jd:P::.~:~ z......... - - - ~zsfi,. .-......i- - ~X'I --CORR.,~'YPE ~2, A~:I~INt~ED~FROM- _ . ..'.'.'.~.-i......... 3_~~ A ~ - - - - ~ ~ ~ ~ ~ ~ ~.~.~.~.'A~'.INLET.~D~FkECf. S.'. • • PROPOSED CONTOUR LINE
ti ..................i............... r.6................................. ~...........o~.~..13.5.......... . WILLCO (ASHEVILLE, NC) OR EQUAL E.::.",..,... ~':.':.~.'.':.~.~..~svc.)v?.. NG 24' LV. ?
A~ 1:0 ~ SLOPE. . ~ ~...'i... N ~8.......~.• _ ~o--a SILT FENCE F--
HVAC . ~{-W25 = X09 -CPS) - g~ - . . . HVAC - - INVERT Q 11.0 INVE 3808,3
(,0 ~ ........~'.'.'.'.'.x'.~.. . ~
- ROOF BRAIN OUTLET AT I y; : _ _ CATCH 9ASIN ~4 DRIVE THROUGH TEMPORARY STONE CHECK DAM I
' • (SEE DETAIL ~ SHT. C2. INV. ELEV.=3807.5. 11L #b4 I 11.2 EXISTING SAN. ~~•5 SEWER LINE ~ FABRIC CATCH BASIN PROTECTION
I 'IT:2 .~.~.11:6' L1 H
TW=13.5 : 15.0 ~ - H
..ROCK RETAINJNG WALL • PROPOSED • .......................CURB.'&~.GU.TTER. b PIPE OUTLET STONE APRON .TYPICAL'.'.~.'.~.......-..-.~.'.-..'.-.~.~.'.- ~ I I..LI
MACHINE STACKED ~ " " " ' " ' ~ ~ " ~ " ' ' ~ ~ " " " ~ ' ~ ~ • • • • • ~ • • ~ 3 CURB OPENING ( ) . , ~ ~ ~T-1NL~:e>~cTORS ~AAIK ~t~LDING
~ ~ • . q~:.:::... ~ F.F. ELEV. = 3815.0 a - - S EXISTING SANITARY SEWER LINE & MANHOLE U A a
1:E:=3806:0. ~ .x . 4 . . ~ EXISTING OVERHEAD POWER LINE AND POLE
-TW=13.5. . . . . - .8 S(~i 40 PVC ~ ROOF DRAIN UNES TW=13.0 PROPOSED TOP OF WALL ELEVATION
pad ' ' (TYP..) o~
- b - _ DOWNSPOUT LOCATION A. I ) ' . . . ASPH . '7.-PVMNi:.'....'.-.-....:.:..... . / , _ - . _ . _ PROPOSED 6' SCH. 40 PVC ROOF DRAIN LINES A.. • / .AT10N .
CURB do GUTTER , r - :.':.".1#,Q' r, Q DOWNSPOUT LOCATION
-wPlcAt ~1 12.4.'..-F.OR: RAI / ~ Q ROOF DRAIN LINE CLEANOUT
14.4 CONC. SPLASH '..........'.13.6..'..' BLOCK --PROPOSED . ALT'.RViMIT: ....r_...:.: . . ti2
I ...:...:....'EXISTING' ...'::.".'.1'3.5' ICE , / •
REMOVAL lti ~ _ ~ {LENGTH=14b'j . ~ _ . _ - - - - - SIiAl1~' -514VED P
EXISTING 30 CULVERT ~
DRAMJA(;E SWAGE . Y • • ~ S11NG TREES . - / ~ OWNER/DEVELOPER.

'.'.1.4:0...... .'.'.'..'.....13:6... ' ' ...1.4,0 • a w ~ ~ ~ P / ~ REGIONS BANK
P 111 GREEN STREET, SE
. . . 8 ~P DIVER~N a'. i . / swA / GAINESVILLE, GEORGIA 30501
IRON , . / NAIL 770-503-2000
. • \ s
PROPOSED RELOCATED . /
UTILITY POLE ~ ~ ~ ' '...'s.~.....'...... .
T.B.M. - - • ' ~ ~ . • • ~ . ~ ~ ~ ~
TOP OF MANHOLE ' ~ ~ yt
- - 6 spaces - :ftEV.=3813:55. /
- 2' WIDE CONC. GUTTER DRAINAGEWAY. i ' - ~d~ L /
.PROPOSED ' -
RELOCATE EXISTING SPRING TROT CURB & GUTTER OVERHEAD PO /
~iTjUTY POLE {SEE ~DEfAiI. ~2, SHT. C2) UNES _
-E~IST~NG ~AVf~IENT
SHALL BE REMOVED ~g~
5 g~ 8~ INVEST STABiL1ZED CONSTRUCTION Lti bt a~ ~g~ ti2 b c~
38108 ENTRY /EXIT
fiVD -CURB & 'GUTTER AT POINT OF CURVE
-TANGENCEY
o.o c.~,ti ~v
~ -
~~S a- 502 ~
npAWING ~ ~ ~
~S -BASE -INF-0RI~IATION /A 'w.. •
p~~p~p1'Y D~ GRAPHIC SCALE s P,,~` 03-0~-2002 CALL ULOCO
- TklISSITE PL-AN~NAS~PRl~ARARHI-BASE1] ON TOPIIGRAPHIC~NF{1RM~11iON PROVIDED=BY PAUL -SGHMITT.ARCHIlECTURAI DESIGN STUDIO. iGGING ~ PRIOR TO D _ 5 ,
-rl~~ aprlai~r~~r -
PROPERTY BOUNDARY, EXISTING ROAD EDGES, EXISTING SANITARY SEWER AND OVERHEAD POWER LOCATIONS, CULVERT AND STREAM ALIGNMENTS WERE _
ANn NOf TO M USA TAKEN 1RDM A PLAT -WTLT:D 'REGIONS 11NANgAL CORPORATION" BY sYtvESTER .l COMPANY; "PA:; DRAWING N0.4234, DATED JUNE 4, 2001 1-800-632-4949 ~,ir~~O~ IN
AND REVISED FEBRUARY 5, 2002. Of? fpf;OnUCrt~ FBCf 5 PAWIN ( )
WTHOUT H15 WIZIM I inch = 20 ft
pF_ P:N115510N

d'
OWNER DEVELOPER: ~ ~ ~
BOULDER RETAINING WALL LEGEND o
(SEE SHEET C1) U _ REGIONS BANK Q ~
BIOREII=NTION PLANTING ARRANGEMENT SHOULD w U~
' EXISTING -TREES BE FIELD ADJUSII=D AS NECESSARY BASED ON To BE sAyED BUILT CONDITIONS .AND DIREC110N BY LANDSCAPE ARCHITECT. -NS 111 GREEN STREET, SE H - ~ Z I GAINESVII.LE, .GEORGIA .30501 \ z
U ~ 770-503-2000 ~ ~ , (U
E- Q ~ • ~ L()
1-8N SEE DETAIL ~8, SHT. C3 TYPICAL BIORETENTION SECTION 4-IG, 6 O.C. EXISTING TREES TO BE SAVED ~ I
~ ~4-IG, 6 O.C. 3-IV, E 3-IV 8' -0.C. ~P W ~ W ~ ? o0
~ 3-CS 8' O.C. 1-O,QP~ _ - 90-DC - X ~
CAP, 8 O.C. 90 I w s 1-ACS = w F-
•
_ - X _ 1-HV 200 DC i ~ ~ _ U ~ X 1 HV 60-DC ~ S ~ d
• ~ - ~ ~ / \ I X M vj , L~
2-NS \ / \ PROPOSED LARGE SHADE TREES Q ~ z _I_i
~ 20 O.C. ~ ~ X \ ~ X _ W a l~
~ .X X i > X 1 CAP ~ z x X ~ Q ~D
\ U ~
X x / Q H ~o 1-BN ~ N
• • X 1-CAP X N W o X ~ PROPOSED SMALL TREES
X ~ ~ _ I • ~ Q
~ Q a tD ~ ~ z ~
~ ~ : X • ~ Zo W • v ~ _ ~Oln
~ ~ Q a I- ~ ~ o I
3-vo i X X ~ ~ ~ PROPOSED SHRUBS ~ N 00
8 O.C. 1-CAP ~ ~ L` = o ? N
1-ACS ~ ID z _ 00 - ~ ~ ,
GRASS EDGE 1 FP SOD DRAINAGEWAYS GROUNDCOVER ~ W
SOD DRAINAGEWAYS AT CURB OPENINGS Q W ~ ~0 N ~
AT CURB OPENINGS 3-IV, 8' O.C. ~ W ~
4-IG, 6' O.C. + + } ~ + t m cV
+ + STREAM BUFFER AREA o ~ ~ X
BIORETENTION PLANTING PLAN PROPOSED 30' STREAM BUFFER EASEMENT: MENT: + + w - N 0 ~ _I x pq
THE EASEMENT SHALL BE 30' FROM TOP OF STI SOP OF STREAM CHANNEL Q - m w = _
„ ON 60TH SIDES OF THE STREAM. SCALE: 1 =10 + + ~ ~ o ?
+ + + + ' PROPOSED BIORETENTION ~
+ + + + +
BIORETEN110N AREA SPECIFICAl1ONS: BIORETENIION 2 + + + + + + + ~ 12 + + + + + + + + + + + + +
SEE ENLARGED PLAN ~U + + + + + + + + + + + + + + + +
SOIL TION ~ ABOVE. BIORETEN ~ f PROPOSED GRASS AREA
,r + + + + + + + + + + + + + + + + + + + + +
PLANTING SOIL SHAL A MINIMUM OF 4' DEEP SEE ENLARGED PLAN L BE ~ + + + + + + + + + a~ + + + + + + + + + + +
ON A 1' THICK SAND T3ED. PLACE IN MAXIMUM 18" LIFTS ~O~' ~ AND LIGHTLY COMPACT. BOULDER RETAINING + + + ++++++++++++~y++++++~ ~ + + + + + + + + + + + + -iG~ + + + + + + + + + +
WALL (SfE SHT. C1) + + + + + + + + + + + + + + + + + + cp + + + + + + + + + +
SOIL COMPOSITION SHALL HAVE 10-25~ CLAY AND SHALL BE EXISTING TREES „ T T - + + + + + + OF A SANDY LOAM OR LOAMY SAND TEXTURE. THE SOIL SHALL TO BE SAVED + + + + + + + + + + + + + + + + + + + + + + + + + + + + +~2+ + + + + + + +
BE CLEAN AND -FREE OF HARMFULI SUBSTANCES TO PLANT GROWTH. _ - _ _ - _ _ _ ~ ± ± _ + + t' + + + + PROPOSED MULCH EDGE
+
THE SOIL SHALL BE TESTED AND MEET THE FOLLOWING CRITERIA: + + + + + + + + + + + + + + + + + + pH RANGE - 5.5-6.5 + + + + + + + + + ~ + + + + + + + + + +
g0 ALLAY ( ~ + + + + + ORGANIC MATTER - i.5-3.0% ~~lOf + + ++Ut~Q0P~1+ + + + + + ++++++++4+++++ W + + + + + + + t • + + + + + + + + ~ + + E3HSTHd SAN. ~
MAGNESIUM (Mg) - 35 LBS/ACRE ~~OF f + PHOSPHORUS (P205 - 100 LBS/ACRE ~~SnN + + + + + + + + + + + + + + + + + EWE uNE SEEDING SPECIFICATIONS: ?
POTASSIUM K20 - -85 LBS ACRE IRON ~~Fj~ +6 . ± + ~-r-+-ice + + + + + + + ( ) / PIN + + + + + + + + + + + + + +~n + + + + ~ H
SOLUBLE SALTS -NOT TO EXCEED 500 PPM ~ + + + + + + + + + + + + + + PIQI \ SEED MIX: HARD FESCU 0 + + + + + + + + + + + + + + + ~ ~ E 25 LB./AC. A
PROPOSED + + + + + + + + + + +S~ + + PERFORM SUITABLE SOIL TESTS AS RECOMMENDED BY THE . + + + + + + S•(~ + + + + + + + + + + + + + + + + m CREEPING RED FESCUE 40 LB./AC. + t t t t t+ D + + + + + + + + + ~ CHEIMNGS FESCUE 10 LB./AC.
DIVISTON OF-WATER QUALITY FOR BIORETENTION AREAS) DUMPSTER _ _ _ _ _ ENCLOSED BY FENCE ~ ~ ~ f ± ±
5 FM / + + + + + + • + + + + + + MULCH i-CV • + + + + + + + + + + + + + + + + + + + + + + + + + + + +I + RYE GRAIN 25 LB./AC. + + + NE MILLET 10 LB./AC. (SPRING -SUMMER ONLY) Q
+ + + + + + + + + 1-INS \ ~ + + 1 + + + + + SEEDING DATES: AUGUST 25 -SEPTEMBER 15, OR MARCH 15 -APRIL 15
A 2"-3" MULCH LAYER SHALL BE PROVIDED ON TOP OF THE PLANTING SOIL. + + + + + + + + + + + + + THE MULCH SHALL INCLUDE SHREDDED HARDWOOD THAT IS SUITABLY AGED + + + + + + 1_~ + + + + + + + + + + ~ t~~ 1-KL (YEARLY VARIATIONS IN SEEDING DATES MAY VARY DUE TO EXISTING WEATHER PATTERNS.) I-
EXISTING ~ + + + + + + + + + + + + + AND FREE OF FOREIGN MATERIAL AND PLANT MATERIAL. A WELL AGED HOUSE • + + + + + + + + + + + + + + + + + ~ Z~ -HPT ~ ~ \ Z + + + + . , 1-QA SOIL AMENDMENTS: APPLY LJME AND FETILIZER ACCORDING TO SOIL TESTS OR APPLY I-
MULCH IS DEFINED -AS MULCH THAT HAS BEEN STOCKPILED OR STORED + + + + + + + + + + + + + + + + ~ 1 TON DOLOMITIC LIMESTONE PER ACRE 200 LB. 18-46-0 PER ACRE
FOR AT LEAST 12 MONTHS. • + + + + + + + + + • + + + O 100 LB. 10-10-10 PER ACRE. + : .
PLANT MATERIAL i t . + f~+• •t ~ : + • • • ~ ~ ~ ~ ~ ~ ~ • • • ~ ~ ~ ~ • • • ~ • • ~ MULCH: HYDROSEED WITH CELLULOSE MULCH AND ADD NETTING ON STEEP SLOPES.
2-IMBP ~ . _ _ ......................S=SBA'..~.~.~.~.~.':.~.'.'.'.'.~:3-~M.'.':. ~ U
to - .ALL PLANT MATERIALS .ARE TO CONFORM 70.STANDARDS SET FORTH BY • • . J . r . THE AMERICAN ASSOCIAl10N OF NURSERYMEN AND INSTALLED IN A ....~.....~.~.~.'.'.1~~.V6... .....-FP..'.... • . ~ • • . A
..........~.'.~.•.'.':.~.~.~.~.~:.~.'.':.'.'.•.'.'.'.'.•:.~.~.~.~.~..'.GRASS.'hRGE.~.'.'.'.•.'.'.'.'.•.•. WORKMAN LIKE MANNER USING ACCEPTED- NURSERY PRACTICES ANO • • ~ • • • ~ ~ ' ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ • • • ~ ~ ' • ~ " ERGS ..................:..........3-PJ. ~ . , . . ULV.
STANDARDS. ~1~Vp.~.~.~.~.~.'..'.. . BOULDER RETAINING • , EXISTING 24
WALL SEE SHT. C1 . ' ALL PLANTS SHALL BE PLANTED WITH THE' SAME RELATION TO FINISHED ~..'3.=IGS::.'.;~~F:!' • ® • ° • • ~ • - ~ ~ ~ ~ ~ • ' - - - - - - CALL ULOCO
GRADE AS THEY BORE TO EXISTING GRADE AT THE NURSERY. ' ' • • ' • ' ~ ~ ~ ' ' ~ ~ ~ ' • • • • . ' • ~ PRIOR TO DIGGING
~AR~.':.'.~.~ . r.'..:.•/.`.'....•. '.':2=KL'0~•'• • 1-SBD 60-STELLA D'ORO LOOSEN ROOTS OF ALL R00T BOUND CONTAINER GROWN PLANTS PRIOR 2-IG ~ . iTELLA D'ORO DRIVE THROUGH • • . • •
TD INSTALLATION. ..:.:.:.3.=t"M.~~.~....y'.'3-ICS 1-PAH DAYLILIES, 18" 0. • ~..~.B~fCS•.'.'..'. AYULIES, 18° o.c. 1-800-632-4949 Q
......,i.' : .
ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS 4 ~ • • • • • ~ ~ ~ ~ ~ ~ ~ ~ ~ • ~ ~ • ~ ~ ~ • ~ ~ ~ ~ ~ • ~ ~ ~ ~ 7-HFS AND DISEASE. ..~;r..'...'.I:'.'.~.'.~.~.~.~..'.'.~.'.'.'.'.~.'.'.'~~:.~j,;p . ~ GRASS AREA
1-TC 1-PAH I
THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING SOIL TESTS j • F~~SD~.. • • .S.~EP • • _ . . • • . • • . • • • • • • • • • • • • • • • • • • • • • • • . • • TD 'DETERMINE LIME & FERTILIZER REQUIREMENTS. ~ . .~.'.~t=1's.'..:.'.....'..~ ................~.~..~:..'....'1.'.~.' .
1-PAH p
PONDED AREA .'.'.~.-::.'.~::.'.~.'.'.~.'.6-BTCP-•• ~ 3-iCS X C~
:'.'.'.'.::'.'.:'.'.'.'.':ANNU 4-SBM 9-ICS ~ THE PONDED AREA SHALL HAVE A MAXIMUM DEPTH OF 6°. • • . -ICS 1-VP
~•7-...~.~.~.'.'.'.'.'.'.'..~.'..'.'.'.'.' • • S~IVkIG:...:..._............... 3-KLR 4-AGS 3 .4-AGS 3-RC 1-RHC ~
THE AREA SHALL BE PROTECTED FROM SEDIMENT RUN-OFF DURING SITE • • • • • • • • 3-MB .............':.'.'.3-ICS .
GRADING. ' ~ • ~ •
A PROPER MAINTENANCE PLAN SHALL BE DETERMINED AND IMPLEMENTED ~ ~ ~ ~ • ~ • • • ~ ~ ~ ~ ~ ~ • • • 3-AGS 3-HQ • . EXISTING , ~
T2 A I ~.l-AI7.'.'.'.'.'.'.'.~.'.'.~.'.'.'.~.'.'.'.'.'.'.'.'.'.~.......... ................3_SBQ..... 34-DE 3-HQ- ON A REGULA BSS. 3-AGS ' , WALK , ~ ~
' 5 LF b-1GS b. • Q 5-LF ' • • EXISTING PINE' •
~-KLR~...... . TO BE S~JED 1 ' .'.'2=.1.C4iG.'.'.'.'.'.'.'.'.~.~.~.~.~.~.~.~.~.~.':.'.'.'.'.'
EXISTING 30° CUL1rERT - ~ . ...1._x.....•..3-~giq.. ~ ~
N.....i..PF .......2..5B
SEE SHEET C7 FOR PLANTING DETAILS AND PLANT LIST. i-TC ~ ' ~ ~ • ~ ~i ~ • • • • ~ • • ~ • ~ • • ~ • ~ ~ ~ ~ • ~ ~ ~ ~ • • ~ '.'3-ICS:..'
3-SBM • 3-Ai • 3-AGS ' 4-RHIaZ'~'•'•'~'•' ~
3-FM ~ ~ '.7=1CS~..' . 6: iCS...... • . .••3-IGS"' ~ 3-SBM . _ • • • • • • • • i • PROPOSED REGIONS BANK SIGN - FlELD LOCATE
-IG...... . r, 2-SBD . c• . : ' ~ ` ' ~ ~ - e • 2-SBD ~ ~9-SBD~~~.~.~:.. ~ - • • • (SEE ARCHITECTURAL DRAWINGS) . • ~ • e ,
~ ~ n IRON ~ ' ' • ROP N
` NOTE TO SITE CONTRACTOR: BAR. ~ . - • - ~ - • - - - - - • - • .......i~PF. •~•~•7~E ~ 5 % NAIL S .
- - . - . - . .'.'3.= . A'.'.'. . -EXISTING TEES FIAT ARE DESIGNATED TO BE ' ~ ' _ S.y s s - S - _ • ~ ANNUAL COLOR ~~`~~N °CAR~
SAVED ON THIS DRAWING SHALL BE PROTECTED • ; • • . • • - •.~.-~::'.S'.'.-'. ' :......~s.'....~.~.....'...~ , ~ o-aD......... .
DURING THE SITE ~ONSi'RUCTIDN PROCESS BY au ED•..'.'.•. .....PP...~ ....1~.'CK':.~:.~.'.~:. ; ' • • ~ GRASS AREA = •w ~r•
INSTALLING A SUITABLE BARRICADE AROUND THE ~ ~ ~ ~ • ~ ~ " • ' • ~ ~ ~ ~ ~ ~ ~ " ~ " • • • • • ~ " • ~ ~ ~ ~ • ' ~ " ~ ' E~... ' ' ' , 1-FP ; 502 ~
~IC TREE ~OR GROUP OF TRET=S THAT WILL KEEP EQUIPMENT, . 1-AB 1 CK ~ N fin.
VEHICLES, MACHINERY, PERSONAL, ETC. OUT GRASS AREA s spaces FROM UNDER THE DRIP LINE. ANNUAL COLOR ~y. 1-AB 6-FM - ~ ~ •.°J 10~. p ~ mfr
(NIC)
GRASS AREA GRASS AREA GRASS AREA EXISTING MAPLE -
SPRING. STREET ~~S 1-HPT TO BE SAVED ~ -
npAWING
IS 'I'NS 03-0~-2002
f'pOt'~~1•Y 0~ BASE INFORMAl10N GRAPHIC SCALE
o ,o ~
"~~I~v~ Tiun riTr n~ Au u,Ae nnrnAnrn nACrn nu Tnnnnn AnlJl.^~ IAlrnn\LA T/n\I nnn,nnrn .nv nAiu ~nnnwrr AnN 11TrnT In AI nrninu ~nT,,n~n
ima DI IC ruv9 nnJ rrtCrnrtGU DMJGU Vrl IVrWRhrnll, InrvrtmH llulV rRVVIUCU DI rMUL J-nmll I fvRdll ICI, IVRnL UWIbIV Z) Wulu.
ANn N01" 1'0 M U5r-112 PROPERTY BOUNDARY, EXISTING ROAD EDGES, EXISTING SANITARY SEWER AND OVERHEAD POWER LOCATIONS, CULVERT AND STREAM ALIGNMENTS WERE SITE 12P,,AWIN65
0k pl, r: pp0p UCr5 L-2 TAKEN FROM A PLAT TITLED "REGIONS FINANCIAL CORPOFATION" BY SYLVESTER & COMPANY, PA., DRAWING NO. 4254, DATED JUNE 4, 2001 AND REVISED FEBRUARY 5, 2002.
VVTHOUr N151M?I1'1 N ~ IN FEET' ~jLANI~S/~CAI~~ 1 inch = 20 {T.
pr_ r-I.M1551ON

BRANCHING
HEIGHT
(A.A.N. STANDARD
R.UBBER_HOSE
SECURED WITH
NUMBER 12 GAUGE
PLIABLE GALVANIZED
3" CLEAN SHREDDED PINE BARK MULCH
PREPARED —
PLANTING MIX
-NOTE -ON STAKING: STAKING AND GUYING ARE TO BE
INSTALLED ONLY AS NECESSARY AT -WINDY LOCATIONS AND
SHOULD NOT BE ROUTINELY DONE. IF IT IS NECESSARY TO STAKE
AND GUY, CARE SHOULD BE TAKEN TO PROTECT BARK AND WIRES
SHOULD BE REMOVED AS SOON AS POSSIBLE
PRESSURE TREATED
2X2 STAKE
(3 STAKES PER TREE)
GRADE AT WHICH
TREE GREW
AT NURSERY
-SAUCER OF PLANTING MIX
MINIMUM
12" MINIMUM
DEPTH 'PREPARED
PLANTING MIX
COMPACT TO PREVENT
SETTLEMENT
TYPICAL TREE PLANTING DETAIL
N.T.S.
BRANCHING
HEIGHT
(A.A.N. STANDARD)
RUBBER HOSE
SECURED .WITH
NUMBER 12 GAUGE
PLIABLE GALVANIZED WIRE -
TOTALLY REMOVE WIRE BASKET
PEEL BACK TOP
1/3 OF BURLAP
(TYPICAL ALL
B&B PLANTS)
3" CLEAN SHREDDED PINE BARK MULCH
PREPARED
PLANTING MIX
P_
TOTALLY REMOVE WIRE BASKET
PEEL BACK TOP
1/3 OF BURLAP
(TYPICAL ALL
B&B PLANTS)
PREPARED PLANTING SOIL
MIRIFI 140N FILTER FABRIC
(COMPLETELY WRAP WASHED STONE)
SLOPE FOR DRAINAGE
NOTE ON STAKING: STAKING AND GUYING ARE TO BE
INSTALLED ONLY AS NECESSARY AT WINDY LOCATIONS AND
SHOULD . NOT BE .ROUTINELY DONE IF IT IS NECESSARY TO STAKE
AND GUY, CARE SHOULD BE TAKEN TO PROTECT BARK AND VARES
SHOULD BE REMOVED AS SOON AS POSSIBLE.
PRESSURE TREATED
2X2 STAKE
(3 STAKES PER TREE)
GRADE AT WHICH
TREE GREW
AT NURSERY
CORNER OF ROOT SYSTEM TO BE AT UNE OF
ORIGINAL GRADE
Fl*&Y FORK SAUCER (USE TOPSOIL)
ANGLE OF REPOSED VARIES WITH STEEPNESS
OF SLOPE AND SOIL TYPE
' 12" MINIMUM
DEPTH PREPARED
PLANTING MIX
COMPACT TO PREVENT
SETTLEMENT
TYPICAL TREE PLANTING DETAIL ON SLOPE
N.T.S.
.NOTE ON SLOPE PLANTING:
SHRUB AND EVERGREEN TREE PLANTINGS ON SLOPE ARE SIMILAR TO
ABOVE DETAIL FOR TREE PLANTING ON SLOPE
SAUCER OF PLANTING MIX —
MULCH WITH 3"
CLEAN SHREDDED PINE BARK
'1`1-115\MI-rTF,
.
npAWl NG
15 TH
rplorr- I'm
THF_ )WC
ACNP NOf
OI? I
WI11-IOU1
GRADE AT WHICH
TREE GREW
AT NURSERY
PLANTING MIX
COMPACTED
PLANTING MIX
6" MIN.
TYPICAL SHRUB PLANTING DETAIL
N.T.S.
TOTALLY REMOVE VARE BASKET
PEEL BACK TOP
1/3 OF BURLAP
(TYPICAL ALL
B&B PLANTS)
PLANTING MIX:
THE PROPER AMOUNT OF CLEAN SOIL (OF SUITABLE TEXTURE)
AND COMPOSTED ORGANIC MATERIAL ALONG WITH FERTILIZER
AND LIME SHALL BE MIXED IN PROPORTIONS AS RECOMMENDED
BY A SOILS TEST AND/OR GOOD HORTICULTURAL PRACTICE FOR
EACH PLANT SPECIES.
SOIL DRAINAGE:
THE LANDSCAPE CONTRACTOR SHALL DETERMINE IF THE PLANTING AREAS ARE
WELL DRAINED OR IF UNDERDRAINAGE IS REQUIRED. IF IT IS DETERMINED THAT
THE SOIL HOLDS WATER AND PROPER DRAINAGE CANNOT BE ACHIEVED FOR
GOOD PLANT HEALTH, THE GENERAL CONTRACTOR AND OWNER SHALL BE NOTIFIED
AND A PLAN TO REMEDY THE PROBLEM WILL BE ADDRESSED.
PROPOSED TREE PLANTING (SEE TREE PLANTING DETAIL)
3" CLEAN SHREDDED PINE BARK MULCH
PROPOSED SHRUB PLANTINGS (SEE SHRUB PLANTING DETAIL)
L SAUCER - USE TOPSOIL
_ CONC. CURB & GUTTER
SLOPE FORRD
ASPHALT PAVING
� A�� !—
"�
3/4" WASHED STONE 12" DEEP
PROPOSED 4` DIA. SLOTTED DRAIN PIPE
PREPARED SUBSOIL - COMPACT TO PREVENT SETTLEMENT
PLANT ISLAND UNDERDRAINAGE SHALL BE THE RESPONSIBILITY OF THE
GRADING CONTRACTOR AND SHALL BE INSTALLED IN ALL PLANT ISLANDS THAT CONTAIN
IMPERVIOUS SOILS THAT WILL NOT ALLOW PROPER DRAINAGE FOR PLANT GROWTH AND HEALTH.
TYPICAL PARKING LOT PLANT ISLAND
N.T.S.
cn
w
w
Ir
N
m
m
w
x
cn
z
w
U-
cn
N
v7
NOTE ON STAKING: STAKING AND GUYING ARE TO BE W
INSTALLED ONLY AS NECESSARY AT WINDY LOCATIONS AND f5
SHOULD NOT BE ROUTINELY DONE IF IT IS NECESSARY TO STAKE
AND GUY, CARE SHOULD BE TAKEN TO PROTECT BARK AND WIRES
SHOULD BE REMOVED AS SOON AS POSSIBLE
RUBBER HOSE SECURED cn
WITH f12 GUAGE PLIABLE D
GALVANIZED WIRE m
PRESSURE TREATED
2X2 STAKE W
(3 STAKES PER TREE)
SAUCER OF PLANTING MIX
GRADE AT WHICH
TREE GREW
AT NURSERY
3" CLEAN SHREDDED PINE BARK MULCH
PREPARED
PLANTING MIX
12" MIN.
COMPACTED-
PLANTING MIX
TOTALLY REMOVE VARE BASKET
REMOVE TOP 1/3
OF BURLAP
TYPICAL EVERGREEN TREE PLANTING DETAIL
PLANTS
3" CLEAN SHREDDED PINE BARK MULCH
PREPARED TOPSOIL
6" MIN. DEPTH
SUBGRADE
TYPICAL GROUND COVER PLANTING
N.T.S.
N.T.S. LAWN AREA
PLANTING OR MULCHED AREA
,fA A*fk .A*fA
3' CLEAN SHREDDED PINE BARK MULCH
e
6" 1WN(
N_ EXISTING GRADE
OR GRADE OF
TES- PLANTING AREA
TRENCH EDGER DETAIL SHALL
BE USED AT ALL LAWN EDGES &
O EDGES OF MULCHED AREAS
3' FOR CONTAINMENT
2. TRENCH EDGER SHALL CREATE
A CLEAN SEPARATION -BETWEEN
AREAS WITH SMOOTH, EVEN LINES
(AS INDICATED ON THE PLANS).
TRENCH EDGER Dr. -TAIL
N.T.S.
PLANTING LIST
KEY
NO.
BOTANICAL NAME
COMMON NAME
SIZE
CALDER HEIGHT
ROOT
GALLON
SPACING
SPACING
AB
2
ACER BIJERGERIANUM
TRIDENT MAPLE
V-10'
B&B
AS SHOWN
AR
6
ACER RUBRUM 'REO SUNSET"
REO MAPLE
2 1/2" 12'-14'
B&B
AS SHOWN
CK
2
CORNUS KOUSA 'MILKY WAY SELECY
MILKY WAY DOGWOOD
8'-10'
B&B
AS SHOWN
CV
1
CHIONANIHUS VIRGINICUS
WHITE FRINGETREE
W-10'
B&B
AS SHOWN
FA
2
FRANKUNIA ALATAMAHA
FRANKUNIA
8'-10'
B&B
FP
3
FRAXNNS PENNSYLVANICA 'MARSHALL'S SEEDLESS' GREEN ASH
21/2' 12'-14
B&B
AS SHOWN
OR
2
QUERCUS RUBRA
RED OAK
2 1 /Y 12'-14'
B&B
AS SHOWN
QA
1
QUERCUS ACUIISSIMA
SAWTOOTH OAK
2 1/2" 12'-14'
B&B
AS SHOWN
TC
3
TSUGA CANADENSIS
CANADIAN HEMLOCK
W-10'
B&B
15' O.C.
7 GAL CONT.
8' O.C.
IG
12
ILEX GLABRA
INKBERRY HOLLY
5 GAL CONT.
6' 0.C.
IV
6
LEX VERTKX ATA
AGS
18
AZALEA 'GIRARD'S SCARLET
AZALEA (GIRARD)
W O.C.
3 GAL CONT.
3' O.C.
BTCP
6
1 BERBERIS THUNBERGII 'CRIMSON PYGMY
DWARF BARBERRY
7 GAL CONT.
3 GAL CONT.
3' O.0
CD
10
COTONEASTER DAMMERI
BEARBElRtY COTONEASTER
3 GAL CONT.
4' O.C.
FM
27
FOTHERGILLA MAJOR 'MT. AIRY
FOTHERGILLA
3 GAL CONT.
4' O.C.
HAA
3
HYDRANGEA ARBORESCENS 'ANNABELLE
ANNABELLE HYDRANGEA
3 GAL CONT.
4' O.C.
HPT
6
HYDRANGEA PANICULATA 'TARDIVA'
TARDIVA HYDRANGEA
7 GAL CONT.
8' O.C.
HQ
3
HYDRANGEA QUERCILFOUA
OAKLEAF HYDRANGEA
3 GAL CONT.
5' O.C.
HFS
11
HYPERICUM FRONDOSUM 'SUNBURST
ST. JOHN'S WORT
3 GAL CONT.
3' O.C.
KS
58
ILEX CRENATA 'STOKES'
STOKES HOLLY
13 GAL. CONT. I
3' O.C.
IG
20
ILEX GLABRA
INKBERRY HOLLY
5 GALL.. CONT.
6' 0.C.
IGS
15
ILEX GLABRA 'SHAMROCW
SHAMROCK HOLLY
3 GAL CONT.
4' O.C.
INBP
2
ILEX MESERVAE 'BLUE PRINCE
BLUE PRINCE HOLLY
7 GAL CONT.
8' O.C.
INS
1
LEX X NELUE R. STEVENS
NELUE STEVENS HOLLY
5'-6'
B&B
AS SHOWN
IVIG
11
I1T:A VIRGINICA 'HENRYS GARNET
VIRGINIA SWEETSPNE
3 GAL. CONT.
4' O.C.
KL
2
KALM A LATIFOLIA
MOUNTAIN LAUREL
—36'
BAaB
d' O.C.
KLO
2
KAL MIA LATFOUA 'OLYMPIC FIRE
HYBRID MT. LAUREL
3 GAL BAB
5' OC.
KLR
14
KALMIA LATFOUA 'ROYAL DWARF'
HYBRID MT. LAUREL
3 GAL.. em
S O.C.
LIF5
LEUCO HOE FONTANESIANA
DROOPING LEUCOTHOE
3 GAL CONT.
4' 0.C.
MB
3
MANONIA BEALE>I
LEATHERLEAF MAH014A
3 GAL. CONT.IW O.C.
PJ
3
PERIS JAPONICA
JAPANESE ANNDROIEDA
3 GAL CONT.
W 0.C.
PF
14
P07M LLA FRUIICOSA
BUSH CINQUIEFOL
3 GAL CONT.
3' 0.C.
RC
3
RHODODENDRON CALENDUTACELAA
FLAYS AZALEA
—36'
B&B
6' O.C.
RHiZ
4
RHODOOD DRON HYBRIDA 'NOVA ZEMEW
HYBRID RHODODENDRON
3 GAL CONT. 4' O.C.
RHC
RHODODENDRON RHODODENDRON HYBRIDA 'CIEIODES'
HYBRID RHODODENDRON
3 GAL CONT.
4' O.G
SBA
8
SPIRAEA X BUMALDA 'ANTHONY WATERER'
ANIIHONY WATER SPREA
.3 rALI CONT.
4' MC.
SN
8
SPIRAEA MPPOMCA 'SNOWMOUND'
SNOWMOUND SPREA
3 GAL I CONT.
4 O.C.
SBD
20
SPIRAEA X BUMALDA 'DOLCHICA'
DOLCHK:A SPREA
3 GAL CONT.
3. O.C.
SBM
14
SPIRAEA X BUMALDA WAJIC CARPET
MAJIC CARPET SPIREA
3 GAL. CONT.
3' O.C.
VB
2
VIBURNUM X BLOOMODN
BURKWOOD VIBURNUM
5 GAL CONT. 6' O.C.
VP
1
VUAMUM X PRAGENSE
PRAGUE VIBURNUM
7 GAL CONT.
V O.C.
DE
34
DRYOPTERIS ERYTHROSORA
AUTUMN FERN
QUART CONT.
18" O.C.
PAH
4
PENNIISETUM ALOPECUROIDES 'HAMELN'
DWARF FOUNTAIN GRASS
1 GAL CONT.
AS SHOWN
60
FEMEROCALUS HYBRIDA
I STELLA WORD DAYLILY
1 QT. CONT.
18" O.C.
BIORETEN11ON AREA PLANT LIST
KEY
NO.
BOTANICAL NAME
COMMON NAME
CALDER
SIZE
HEIGHT
ROOT
GALLON
SPACING
ACS
2
AMELANCHER CANADENSIS
SHADBLOW SERVICFBERR
W-10'
B&B
AS SHOWN
BN
2
BETULA NK;RA
RIVER BIRCH
21/2-
12'-14
B&B
AS SHOWN
FP
1
FRAXINUS PENNSYLVANICA 'MARSHALL'S SEEDLESS! GREM ASH
21/21
12'-14
B&B
AS SHOWN
NS
3
NYSSA SYLVAIICAA
BLACK TUPELO
2 1/2'
12'-14'
B&B
AS SHOWN
CAP
6
CLETHRA ALNFOLIA 'PINK SPIRES'
CLETHRA
7 GAL CONT.
V O.C.
CS
3
CORNUS STOLONIFERA
RED OSIER DOGWOOD
7 GAL CONT.
B' O.C.
HV
1
HAMAMELIS VRG N9ANA
COMMON WTTCHHAZEL
7 GAL CONT.
8' O.C.
IG
12
ILEX GLABRA
INKBERRY HOLLY
5 GAL CONT.
6' 0.C.
IV
6
LEX VERTKX ATA
COMMON WWTERBERRY
5 GAL CONT.
W O.C.
VD
3
VIBIJRf1UY DENTATUM
ARROWWOOD VIBURNUM
7 GAL CONT.
IV O.C.
DC
350
DESCHAIPSIA CAESPITOSA
TUFTED HAIRGRASS
QUART CONT.
18" 0.0.
GENERAL NOTES
1. ALL PLANTS SHALL BE PLANTED WITH SAME RELATION TO FINISHED GRADE AS IT BORE TO EXISTING GRADE AT NURSERY.
2. PRUNE NEWLY PLANTED TREES IN ACCORDANCE WITH STANDARD HORTLICULTURAL PRACTICE TO PRESERVE NATURAL CHARACTER
OF PLANT. PRUNING SHALL BE DONE WITH CLEAN, SHARP TOOLS.
3. B&B PLANT MATERIAL - COMPLETELY REMOVE WIRE BASKETS AND AFTER PLANT IS PLACED IN HOLE, CUT AND REMOVE BURLAP
FROM TOP 1/3 OF BALI..
4. ALL PLANT MATERIAL IS TO BE FULLY GUARANTEED FOR ONE YEAR FROM FINAL ACCEPTANCE.
5. ALL PLANT MATERIAL IS TO BE INSTALLED IN A WORKMAN LIKE MANNER USING ACCEPTED NURSERY PRACTICES AND
STANDARDS.
6. ALL PLANT MATERIALS ARE TO CONFORM TO STANDARDS SET FORTH BY THE AMERICAN ASSOCIATION OF NURSERYMEN.
7. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FINDING OUT WHERE UNDERGROUND UTIU71ES ARE TO AVOID DAMAGE TO THEM
DURING PLANTING.
& EXCAVATION NEAR EXISTING UTILITIES TO BE CAREFULLY DONE BY HAND.
10. THE LANDSCAPE CONTRACTOR WILL BE HELD RESPONSIBLE TO ANY DAMAGE TO EXISTING UTILITIES CAUSED BY HIS WORK.
11. LOOSEN ROOTS OF ALL ROOT BOUND CONTAINER GROWN PLANTS PRIOR TO INSTALLATION.
12. ALL PLANTS MUST BE HEALTHY. VIGOROUS MATERIAL. FREE OF PESTS AND DISEEASE.
13. PLANT BEDS, NOT SHOWN AS LAWN AREAS, SHALL BE MULCHED WITH 3" OF CLEAN. FRESH, & WELL SEASONED SHREDDED
PINE BARK MULCH.
14 THE LANDSCAPE CONTRACTOR IS RESPONSIBE FOR VER"ING ALL QUANTITIES SHOWN ON THESE PLANS, BEFORE PRICING THE
WORK.
15. THE LANDSCAPE CONTRACTOR IS RESPONSIBE FOR CONDUCTING SOIL TESTS TO DETERMINE LIME & FERTILIZER REQUIREMENTS.
16. ADJUSTMENTS TO THE LOCATION OF PROPOSED PLANT MATERIAL AS SHOWN ON THE DRAWING MAY BE NECESSARY DUE TO
FINAL BUILT CONDITION.
17. PROPOSED TREES IN GRASSED AREAS SHALL HAVE A 6' DIAMETER MULCH RING INSTALLED AND MAINTAINED AROUND THE TRUNK.
18. THE LANDSCAPE CONTRACTOR SHALL. DETERLINE F THE PLANTING AREAS ARE WELL DRAINED OR IF UNDERDRAINAGE IS REQUIRED.
IF IT IS DETERMINED THAT TFE SOIL HOLDS WATER MO PROPER DRAINAGE CANNOT BE ACHIEVED FOR GOOD PLANT HEALTH, THE
GENERAL CONTRACTOR AND OWNER SHALL BE NOTIFIED AND A PLAN TO REMEDY THE PROBLEM WILL BE ADDRESSED.
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INVERT
3796.6
a V Q
PARKING SUMMARY: p P IMP RVIOUS AREA SUMMARY: ~ Mi pER
RO OSED E ~ ~ c uP R0.
~ HEATED BUILDING AREA - 5627 SF TOTAL AREA OF SITE MODIFlCATIONS = 1.2 ACRES ti `.k ~
PARKING AT ONE SPACE PER 200 SF = 28.1 SPACES ~ w 6~ \ ~
PROPOSED IMPERVIOUS AREA = 0.7 ACRES EMPLOYEE PARKING AT ONE SPACE A ro~~
PER TWO EMPLOYEES = 6 SPACES IMPERVIOUS PERCENTAGE = 58% y~c of U y~qN ~ RAVENEL
~~yy ~ AKE W C0 JITE ~ N
THREE DRIVE THROUGH LANES ALLOWING ~ C~~ ~ H
A REDUCI]ON IN PARKING AT TWO PER LANE _ -6 SPACES ~ HWY ORS w NG RO' I
JJ o 6 HARRIS U p ~ ~ 10 2 LAKE rn
TOTAL SPACES REQUIRED = 29 (30 SHOWN) ti~ ~ ~ ~ ~
~S~ ~S Q~
2 ,c / 9,~9jG r ~C9 ro
~ ~1ti W ~ . ~ (CI Q~ 1 v
~C)~ ~
r
NORTH U min uAp
N
\ _ 1 °=2000' Q a - z ~ ~ 2 J
/ ~ ~ ° i
z~~ j - ~ U
J
REQUIRED STREAM BUFFER ~ - - ~ ~
ZONE (30' FROM TOP OF STREAM ~ EROSION CONTROL ° / ~ ~ ~ ~ z
BANK -EACH SIDE) i ~ / STANDARD EROSION CONTROL PRACTICES WILL BE ~ ~
i / i ~ ~ ~ , ~ / , ~ INSTALLED TO CONTROL SEDIMENT RUN-OFF DURING w ~ Q- z
i \ ~ ~ CONSTRUCTION. ~
BIORETEN110N ~1 = % = - - ~ ~ ~ P~ ~ °
BoTroM ELEV.=3811.1 ROPO ~ ~ MINIMUM SURFACE AREA-900 SF P SED ~ ~ ~ , A N ~ j ~ ~ ~ ~ D ~
RETAINING WALL i , i ~ E,~ ~ ~ W W ~ N -i ~ - ~ Ir, ~~x
MODULAR SYSTEM OR' _ % PROR 18° MCP ~ I r'i Quo W
' ~ ; 18' LONG AT 2.2% " STACKED BOULD , ~ i # ~ W ~ , Z w o 2 o „ LEGEND ~ o
_ ~ , , ,~G a ~ ~ ~ ~ d ~ a ~ ~ ~ o ~ p
PROP. 18" RCP ~ -~E ~ ~g4, ~ ~ ~ / ~ i Y 44' LONG AT 2.0% / ~ " ~ ~ ~t ~ c~ V ~ EXISTING CONTOUR (2' INTERVAL)
v ~ ~ EP EPM ~ ~ ` - ~ w ~~5'
m RA NA Y ~ 2O' UNOPENED = CURB INLxET ~ F SOD D I GEWA ALLEY ( ~ ~ ~ ~ d d ~ cn E ~ ~ d d ~ .
EXISTING TREES w (TYPICAL) , RIM ELEV.=3809.95 F ~ , ~ INV. ELEV.=3$05.9 " a~ ~ -T 10 ~ PROPOSED DRAINAGE SWALE ~ p' C
PROPOSED EIP - N s3'a4'24" w , ~ 27a.7T E
DUMPSTER - ~ ~ ~ DIVERSION TW-12. ~ F. / E ENCLOSED BY FENCE o ~ LE~3805`5 + ~ ~ \ ~ ` AT RIP-RAP APRON ~
SWALE ~ ~ ~ ~ ' ~ - e , ~ ~ E ~ ~
/ ~ ~ ' T 12. ~ SOD DRAINAGEWAY IAGEWAY -16'5 ~ ~ EXISTING TREES
f~ P~ I.E.=38045 + " (TYPICAL) c / 1,~ • 12. r ~ ~ E i PI
EXISTING ~ ~ , TW-11.0 ~ \ v Z ~ 10.5 ~
a ~ HOUSE % a LE.=`3805.0 + TW=13.0 r ~ ~ old J I~ ~
~ ~ G~ / ~ AT RIP-RAP APR N E ~ ti~ ZR ~ ~ G~ i ~ ~ 5~
SETBACK 10 0 ~ TW=13 8 PROPOSED ASPHALT PAVING eL _ Q
s ~ i , ~ ~
-.17 N , ~ ~ $ 12.4. ~ 11 ~ 3' CURB 9P~NING o ~tig U 10.0... 1D.o... ~ Y
~ 11.2 / _11:6 ~ P c,~ . . ~ . ~ NtfT. DERfC CURB 9- Z . DEFLECTORS SIREAAI BUFFER AREA Q
w . - - / 3" CURB OPENING ~a Q J
D ~ W PROPOSE M . ~ 0 13.5.. titi`~ _ ,4F_ INLET DEfLEGTORS , _ , _ , v ar 148 OF ~ I ~ V.
a ~~0.~ Pl 77 X 52 ARCH CMP ~ _ _ . ~ • EXISTING 24 Cl1l T_ ID ..381... INVERT
12.8,. ~ ~ HVAC HALF COATED dt PAVED _ ~E _ ~ ~ t t HVAC _ - (I) - Z 11.0 3806,3 ; JVERT
8 GUAGE CMP 6° ~ ~ ~ f~ ( ) 38083 PROPOSED BIORElEN1lON Z
AT 1.0 X SLOPE t~.g BIORETEN110N ~2 DRIVE THROUGH
O - CURB INLET BOTTOM ELEV.=3809.5 RIM ELEV.=3811.55 MINIMUM SURFACE AREA-500 SF 0 0 SF EXISTING SAN. $ Z
PROPOSED 3s N ~ - 11 2 PROPOSED SPOT ELEVATIONS W 2 1i:fi SEWER LINE W... \ ~ Z
RETAINING WALL o INV. ELEV.-38D5s ~ rn b1 MODULAR SYSTEM OR ~ ..1.1_.2_.... o.. `~4, 3813 O 6 PROPOSED CONTOUR LINE 3
4D.D - PROPOSED STACKED BOULDER WALL is.o . 21 BANK BUILDING ~ . CURB & GU.TIER U TYPICAL Q
~ E ~
. F.F. ELEV. = 3815.0 Q ~ Q _ 21:a~ P~ Z • O
LE.=3806.0 + N~~ - BUILDING ROOF DRAINAGE SHALL BE DIRECTED r
21:0 19:0 21.0 TO BIORETEN110N #1 THROUGH PIPING UNDER ~d U
~ T.YPICAt THE SLAB. THE DRIVE THROUGH ROOF DRAINAGE ~ W ~ P. . G Z0. SHALL RUN TO BIORETENTION 2. Q
~ _ ..ANGLE . . 14.0... H.C. RAMP CUSTOMER N. fl A T PVMNT AS H.t. rs 2y' P~ rn 5 N
CURB & GUTTER ~ _ v? PARKING _ cA
TYPICAL c~ 13.6..'..'. . 61.0. 14.4
M r ~ ~ \ _ ti,
ASPHALT.PVMNT, N. _i X5,4: ~ ~ - E 13.5 PZ~
EXISTING 30" CULVERT - - 13.7 14:0 14. SWALE ~ DRAINAGE ~
. a. _ ~ . . • . EXISTING TREES 3813 ~
PROPOSED 14:0. . _ ~ _ Y .......13:7 ~ . 13.8 ~ - , U CANOPY TREES ~Pa ~ ~ PROPOSED REGIONS BANK
i4:o. (TYPICAL) W QP~ SIGN
\ 38 ~ pP 3g} ~ f~ DIVERSI
~ ~ 15.5 S 63'04'24" E %333.04' ~ / / SWALE P.K. Z 333.04'
NIP ~ NAIL Q ~ \
153 172 - J S
PROPOSED RELOCATED S S _ S - - UTILITY POLE S.. S P _
S ~ ~l ~ --as- . . ~ PROPOSED
W - .
CANOPY TREES ~ ~ I-
(TYPICAL) V1~t ~d (n
T.B.M. 6 spaces TYPICAL H.C. RAMPS ~
TOP OF MANHOLE OVERHEAD POWER (SHALL MEET NCDOT STANDARDS & SPECS.)
V.= 13.55 RELOCATE EXISTING SPRING STREET LINES ELE 38 UTILITY POLE
:~4~
_ r TYPICAL H.C. RAMPS ~ ~ I N F R , ~ ~ti ~ (SHALL MEET NCDOT ~ 6ti~
38108 STANDARDS & SPECS.) PROPOSED SIDEWALK (SHALL MEET TOWN OF HIGHLANDS \\`~~nuu,u~,~ /
STANDARDS AND SPECS.) ,~N CARS ~ '°°~'s°°~(,
~e°V ~a'f7 ~ N
- oW _ ~ Z v e~ 502 ~ ~ o
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l
THIS SITE PLAN WAS PREPARED BASED ON SURVEY INFORMATION PROVIDED BY PAUL SCHMITT ARCHITECTURAL DESIGN STUDIO. ~ za o ,o Za ea see
THE INFORMATION PROVIDED INCLUDED EXISTING TOPOGRAPHY, STREAM BUFFER AREA, EXISTING UTILITIES, EXISTING CULVERTS, BOUNDARY OF
THE PARCEL, AND OTHER EXISTING FEATURES AS SHOWN. of 2
IN FEET )
1 inch = 20 ft.

HERBACEOUS GROUNDCOVER IN BIORETENTION AREAS:
1-CLETHRA ALNIFOLIA GROUPINGS OF PANICM VIRGATUM (SWITCH GRASS) AND DESCHAMPSIA CAES 4MPSIA CAESPITOSA LEGEND
SWEET PEPPERBUSH (TUFTED HAIRGRASS) IN THE WETTER AREAS. ( )
8' O.C., 5 GAL. 3-CORNUS STOLONIFERA
1-ACER RUBRUM (RED MAPLE) 3-ILEX GLABRA INKBERRY HOLLY RED OSIER DOGWOOD) ( ) ( Q
2 1/2 CAL. 8' O.C. 5 GAL. 8' O.C., 5 GAL. ,
1-NYSSA SYLVATICA (BLACK GUM)
3-ILEX VERTICILLATA (COMMON WINTERBERRY) 2-NYSSA SYLVATICA (BLACK GUM) 8' O.C., 5 GAL, 2 1 2" CAL. k LARGE CANOPY TREE Y) /
~ 2 1 /2" CAL. F-
X X 3-ILEX GLABRA (INKBERRY HOLLY} 8' O.C., 5 GAL. (~„J ^
3-CLETHRA ALNIFOLIA m
(SWEET PEPPERBUSH) 1-AMELANCHIER CANADENSIS SHADBLOW SERVICEBERRY - ( ) x
X 3-ILEX GLABRA INKBERRY HOLLY 8' O.C., 5 GAL. ( ) 8'-10' HT. EVERGREEN TREE = w
X X 8' O.C., 5 GAL. X U~ 1 BETULA NIGRA (RIVER BIRCH)
2 1/2" CAL. ~ m i
4-ILEX VERTICILLATA (COMMON WINTERBERRY) QM
X 8' O.C., 5 GAL. ~ SMALL TO MEDIUM TREES r
X X ~ X N ~.1.~ ~ X 00
~v X
1-AMELANCHIER CANADENSIS SHADBLOW SERVICEBERRY X X ( ) / X Q
X 8'-10' HT. 2-CLETHRA ALNIFOLIA SHRUB MASS U~
X ~ X (SWEET PEPPERBUSH) °D N X 8' O.C., 5 GAL.
~ X X Qa
GROUNDCOVER Z Zo
a Q~
~ ~ _ LAWN J ~
3-VIBURNUM DENTATUM SOD DRAINAGEWAYS ~ } ~
(ARROWWOOD) JJ ~ o 1-HAMAMELIS VIRGINIANA ~ ~ \ Q Z
8' O.C., 5 GAL. 1-CLETHRA ALNIFOLIA \J (COMMON WITCH-HAZEL} ' ~ ~
SWEET PEPPERBUSH ~ ( ) 5 GAL. ~ • EXISTING TREES Q W
8' O.C., 5 GAL. PROPOSED RETAINING WALL _ ~ _ i PZN~ Q
SOD DRAINAGEWAYS 1-BETULA NIGRA (RIVER BIRCH) MODULAR SYSTEM OR U
2 1 2" CAL. STACKED BOULDER WALL 1-FRAXINUS Pf / „ -FRAXINUS PENNSYLVANICA GREEN ASH) ~ m N ( ~ „ o ~ ~
2 1 /2 CAL. 1-AMELANCHIER CANADENSIS (SHADBLOW SERVICEBERRY) 1 /2 CAL. W - N ~ J X
8'-10' HT. PROPOSED ASPHALT PAVING Q - o d m
w= . ~ o
BIORETENTION PLANTING PLAN d~a
STREAM BUFFER AREA
SCALE: 1 "=10'
REQUIRED STREAM BUFFER
ZONE (30' FROM TOP OF STREAM BANK -EACH SIDE) :AM
PROPOSED BIORETENTION
~ ~
BIORETENTION ~1 ` ~P Q x x ~
BOTTOM ELEV.=3811.1 PROPOSED MINIMUM SURFACE AREA-900 SF RETAINING WALL E ~ ~
i~ i J a ` I
MODULAR SYSTEM OR ~ ~ ~
STACKED BOULDER WALL E A ~ F ` ~ ~Z c " ~ Q
F f ~ V / ~ F ~.t L ° U
PROPOSED EVERGREEN ~ 20' ALLEY (UNOPENED) ~ ` ~ ~f E Y
BIORETENTION AREA SPECIFICAl10NS: TREE Q f E m P E ~ EPM F ~ Z s~ Z 2
~ K ` Q F F k Q
SOIL EXISTING TREES ~ ~ f ' F ? PROPOSED ` EIP E ` F J E ~ ~ F T i yep O
PLANTING SOIL SHALL BE A MINIMUM OF 4' DEEP DUMPSTER o E ~ F { ~ \ r ~ ~ ~ ' ^
ON A i' THICK SAND BED. PLACE IN MAXIMUM 18 LIFTS BY FENCE k c I v, F
AND LJGHTLY COMPACT. \ ~ , ~ a Z = p ~ t ~ ~
c SOIL COMPOSITION SHALL HAVE 10-25x CLAY AND SHALL BE ` ~ ~ ~ O
OF A SANDY LOAM OR LOAMY SAND TEXTURE. THE SOIL SHALL ? ` t E O 4 F~ \ ~ Z
BE CLEAN AND FREE OF HARMFULL SUBSTANCES TO PLANT GROWTH. ~ ~ ~ f P 4 ` EXISTING ~ P ~p,PL F r ` ~ Zp~ W
AND MEET THE FOLLOWING CRITERIA: HOUSE G~ ~ 1R~ ' THE SOIL SHALL BE TESTED 1 ~ ~ s~ ~ ~ ~ Z ~ O
pH RANGE - 5.5-6.5 ~ s ORGANIC MATTER - 1.5-3.0~ SETBACK ` 3 U
MAGNESIUM (Mg) - 35 LBS/ACRE 10.0 O 0 I-
PHOSPHORUS (P205 - 100 LBS/ACRE \ _ ~ E _ ~,E Z
POTASSIUM (K20) - 85 LBS/ACRE SOLUBLE SALTS -NOT TO EXCEED 500 PPM eI O _ ~ _ _ ~ U
.
PERFORM SUITABLE SOIL TESTS AS RECOMMENDED BY THE DIVISION OF WATER QUALITY FOR BIORETENTION AREAS) Q
b ~
MULCH ~ EXISTING 24 CULV. _ - 9a
A 2"-3" MULCH LAYER SHALL BE PROVIDED ON TOP OF THE PLANTING SOIL. HVAC k
THE MULCH SHALL INCLUDE SHREDDED HARDWOOD THAT IS SUITABLY AGED
AND FREE of FOREIGN MATERIAL AND PLANT MATERIAL. A WELL AGED w BIORETENTION 2 MULCH IS DEFlNED AS MULCH THAT HAS BEEN STOCKPILED OR STORED BOTTOM ELEV.=3809.5 EN110N 2 DRIVE THROUGH ELEV.=3809.5
FOR AT LEAST 12 MONTHS. PROPOSED _ MINIMUM SURFACE AREA SURFACE AREA-500 SF EXISTING SAN.
RETNNING WALL N PLANT MATERIAL SEWER LINE _ W._... _ _ .
MODULAR SYSTEM ~ _ ...9 T _ _ 2
STACKED BOULDER WALL • ALL PLANT MATERIALS ARE TO CONFORM TO STANDARDS SET FORTH BY _
THE AMERICAN ASSOCIATION OF NURSERYMEN AND INSTALLED IN A PROPOSED D NURSERY PRACTICES AND a WORKMAN LIKE MANNER USING ACCEPTE to BANK BUILDING d ~ U Q
STANDARDS. LE.=3806.0 + o _ _ ~ W
ALL PLANTS SHALL $E PLANTED WITH THE SAME RELATION TO FINISHED ~ F.F. ELEV. = 3515.0 GRADE AS THEY BORE TO EXISTING GRADE AT THE NURSERY. ~ 15.0 j~E Y P
_ _
LOOSEN ROOTS OF ALL ROOT BOUND CONTAINER GROWN PLANTS PRIOR TO INSTALLATION. CUSTOMER N NJ W Z
PARKING PROPOSED :D ~ Q
ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS ~ SHRUB MASS IASS ~ Q J
AND DISEASE. ~ f~r°. 0 U
THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING SOIL TESTS
TO DETERMINE LIME & FERTILIZER REQUIREMENTS. . EXISTING 30" CULVERT ~ Q
PONDED AREA rn...... EXISTING TREES Z
THE PONDED AREA SHALL HAVE A MAXIMUM DEPTH OF 6". . _ Q PROPOSED REGIONS BANK J
THE AREA SHALL BE PROTECTED FROM SEDIMENT RUN-OFF DURING SITE SIGN k
GRADING. _ 0
A PROPER MAINTENANCE PLAN SHALL BE DETERMINED AND IMPLEMENTED NIP PPS' P.K.
ON A REGULAR BASIS. ~ NAIL ~
PROPOSED RELOCATED S S S S
UTILITY POLE _ 5.. 5. . CA ~N......RO °o
- S S. ~ ~ ~ e°°P~S°`°.`/ i N
PROPOSED : c~~ ~ ~ z
= ~ ~ = o CANOPY 1REES - 502 ~ W _ _ _ cn
T.B.M. 6 spaces s e ~ ~~e t11l 0 ~ w TYPICAL H.C. RAMPS V ~
PROPOSED OVERHEAD POWER- iEAD POWER SHALL MEET NCDOT ° ~°^`':1~~~~ 0 I ~ ~ ~ ~ ( i~ /A e.e ~ ~ O o
~ MANHOLE SMALL TO MEDIUM ELEV.=3813.55 SPRING STREET LJNES TREE STANDARDS do SPECS.) S W P ~ '
'~~nnun~ ~ w PROPOSED m
GROUNDCOVER ~ a o o~
GRAPHIC SCALE
\ TYPICAL H.C. RAMPS
_ /CU A11 11[CT ~IMl1T o ,o ~ ~ sheet
STANDARDS & WV SPECS.) L PROPOSED SIDEWALK ILK . .
(SHALL MEET TOWN OF HIGHLAND'. M OF HIGHLANDS of 2-
STANDARDS AND SPECS.) SPECS.) IN FEET )
1 inch = 20 ft.

INVI-R1
379E~~6
PARKING SUMMARY: d Q aO~` ~ Mi pER LK'
PROPOSED IMPERVIOUS AREA SUMMARY: ~ O UP Rp. ~R
b HEATED BUILDING AREA - 5627 SF T AL AREA OF SITE MODIFlCATIONS = 1.2 ACRES ~ = OT ti ~ v ~
PARKING AT ONE SPACE PER 200 SF 28.1 SPACES ~ w 6~ \ ~
PROPOSED IMPERVIOUS AREA = 0.7 ACRES ro~~
EMPLOYEE PARKING AT ONE SPACE PER TWO EMPLOYEES = 6 SPACES yip of U y~qN ~ RAVENEL 0 Wro
IMPERVIOUS PERCENTAGE = 583 AKE o ~N
THREE DRIVE THROUGH LANES ALLOWING h S~GQ ~ X ~ C Nw`( FOR R0, = w
A REDUCTION IN PARKING AT TWO PER LANE _ -6 SPACES ~ N
JJ ~ 6 HARRIS U ~ ~ ~ 10 ~ LAKE ~
TOTAL SPACES REQUIRED = 29 (30 SHOWN) ti r~ ~ ~
~ vS Q ~
2 ~ / ~9TG r ~ ' ~ ~q ~
~ `~ti W
aZ, i (.,ti
Q / r_
NORTH U VIC~IITY MAP
N
1"=2000' ~ a ~ z
= Z o
~ i _ Q a
~Z i ~ A J
REQUIRED STREAM BUFFER / ~ ~W ~ A ~
ZONE (30' FROM TOP OF STREAM ~ ~ j ~ ~ ~ ~ EROSION CONTROL Q °z
BANK -EACH SIDE) ~ ~ ~ ~ o~ ~ ti STANDARD EROSION CONTROL PRACTICES WILL BE ~
' / ~ ~ - w INSTALLED TO CONTROL SEDIMENT RUN OFf DURING Q _ / i \ z
~ ~ / i ~ ~ CONSTRUCTION. ~ ~ ~ ~ ~ ~
BIORETENTION ~1 ~ ~ / ~ ~ ~ Q~ ~ ~i i age m N
BOTTOM ELEV.=3811.1 ~ j ins ~ _ o~~
RFACE AREA-900 SF PROPOSED MINIMUM SU , = , ~ ~ RETAINING WALL - ~ . - - = ~ ~ ~ - ~J ~ ~ o x
_ q MODULAR SYSTEM OR = ~ - ~ PROPS 18" ttCP = tT QUO tCP ~ / ~ (a ~ RI i i 9
STACKED BOULD = x 18' LONG AT 2.2% , ~ - , ' / (J cb ~ W = r 2.2~ E~ / ? ~ ~ LEGEND ~
' u1N o i~ w~ ~ d~ a
PROP. 18" RCP / ~ -/E ~ / ~ Y , 44' LONG AT 2.0% / ~ `Y8~ c^ ~ ~
U 6 t ~ x ~e ~ ~ , -EXISTING CONTOUR (2 INTERVAL) EPA' ~ ~ ~ ~ ~~5
m ' ~ U~ CURB INLET ~ SOD DRAINAGEWAY 20 ALLEY ( PENED RIM ELEV.=3809.95 ` ~ dd ~ ~ ~ 3
EXISTING TREES ~ (TYPICAL) F F ' ~ INV. E~.EV.=3805.9 ` ~ i1~ 1~8 ~ PROPOSED DRAINAGE SWALE
PROPOSED N s3ro4'24" w ~~o,~y x EIP i ` ~ ~i) ) ~ ~ _
DUMPSTER Tw=12. ~ - ~ ~ E DIVERSION / LE~3805'S + - ~ ~ ~
ENCLOSED BY FENCE o ~ ~ ; SWALE ~ ~jv~ ~ ~ ~ ~ ~ x ~ ` AT RIP-RAP APRONS
\ E k i ' SOD DRAINAGEWAY =16.5 ~ ~ )RAINAGEWAY y ~ l~~ EXISTING TREES
j LE.=38045 + 4, (TYPICAL) ~ )AL) ~ / z1~ 1
_ ~ ~ 1,E • 12. E - c,~~ ~ ~ ~ \ MP - ~ ~ ~ - Z _ \ ~
EXISTING a TW-11.0 ~ ~ HOUSE ~ - .E.=X3805.0 + =1 ~ E ~ -11.0 ~ ~ 10.5 ,ail ~ ~ E
_ TW 3.0 ~ ~ AT RIP-RAP APR ~ ~ 00~ 1R ~E i ~ ~ 5~
. ~ tl`P . ~ ~ ~ ~ ~g1R ~ SETBACK TW=13 8 PROPOSED ASPHALT PAVING
10.0 ~ e ~ eI Q ~ ~
w ro 12:4.- W tig U _ i o ~ ~ .....10.0..........10.0....-_ Y ~ . r
rn ~ _ CA 3' CURB 3' CURB Z ~ ~
~ 11.2 PZ . 116 ~.W H.P. ~ ~ NL1=T pE u; ~ 3" CUaB OPENING ap ~ o a ~ . ~i~ o NLET pEFLfGTORS.. _ ~ STREAM BUFFER AREA Q Q J
PROPOSED ~4; W AT INLET DEFLECTORS.... _ r!~ ~ ~ 1.3;5.. w c^ I
148' OF m ~ ~~..........1~~... ~XISTING 24" CULV. E ® _ 3811 I, RT
AR H CMP ~ _P. 7TX52 C z.8 - , HALF COATED do PAVED ~ EM Hvac I ~yE ~ - T HVAC 3806,3 - _ ,vvtR f
~ , - 8 GUAGE CMP bo ~ ~ / 11'0 ' 38083 PROPOSED BIORETENTION Z w
~ : ~ BIORETENTION 2 AT 1.0 X SLOPE _ _ .13.8 # O DRIVE THROUGH _ ~ ~
~ CURB INLET BOTTOM ELEV.=3809.5 ~ 0
RIM ELEV.=3611.55 MINIMUM SURFACE AREA-500 SF PROPOSED N o ~ INV. ELEV.=3805.9 4-500 SF EXISTING SAN. PROPOSED SPOT ELEVATIONS W Z 11.2 1.2.. _ 11.6 _ SEWER LINE
RETAINING WALL W. ~ Z
, m. MODULAR SYSTEM OR 4o.a PROPOSED 1 b:2... a.... 3813 Q b PROPOSED CONTOUR LINE 3 CURB & .GUTTER.- U
STACKED BOULDER WALL ...1 ~ BANK BUILDING a TYPICAL N ~ _ ~ - I-
a<~' 1s.a 2}, F.F. ELEV. = 3815.0 a . _ _ o Q 21:0 e~'~ Z
LE.=38x6.0 + _ o ~ . ~ O
' W BUILDING ROOF DRAINAGE SHALL BE DIRECTED 21:0 19.0 ~ 21.0 ~ ~ TO BIORETENTION 1 THROUGH PIPING UNDER D U
TYPICAL THE SLAB. THE DRIVE THROUGH ROOF DRAINAGE SAGE ~ Q
W _ P. . G SHALL RUN TO BIORETENTION #2. E~ _ . . - . ANGLE.. 14:0 H.C. RAMP A L PVMNT:.. ASPH L y. 0 ~ a.. Z P N
CUSTOMER. N w . ^ S
CURB & GUTTER ~ PARKING . TYPICAL w 13:6
6.1..0 _ . 14.4 M . ~ -~`3 `Z
14. , ASRHALT PVMNT. ^ N Pg~ _ _ ~
~ ~ 13.5 ~t\1E - _ P
EXISTING 30" CULVERT - - - .,._.13:7. 1.4:0 14.3 DRAINAGE SWALE / ~
. . Y ~~:'~_~381~3~ _ _ f ~ ~ EXISTING TREES ~ ~
PROPOSED 14:0. ~ _ ~i 13:7 . ~ 13,b ~ Q ~,P / ~ PROPOSED REGIONS BANK
CANOPY TREES N m ~ ~ ~ ~ ~P SIGN
TYPICAL t 4.0 ~ W ~ )
- ~ti ; , 3$15 ~ MPP DIVERSIO / SWALE
- 15.5 S 63'04'24" E 33.0 NIP 33.04' _ P.K. - ~ NAIL Q
_ . . .
15:3 . 17.? ~ S PROPOSED RELOCATED _ S... S S
UTILITY POLE S . S.. - P P S _ . 0 ~ ~1 Y
~~~1 ~ ~ - J_. - _ PROPOSED W
CANOPY TREES ~ ~ v
(TYPICAL) ~
T.B.M. 6 spaces TYPICAL H.C. RAMPS ~
TOP OF MANHOLE OVERHEAD POWER - RELOCATE EXISTING SPRING STREET LINES (SHALL MEET NCDOT STANDARDS & SPECS.)
ELEV.-3813.55 UTILITY POLE

i~~,
TYPICAL H.C. RAMPS n~~, INVERT SHALL MEET NCDOT OP`~ P'P8 ha~~
Q ( PROPOSED SIDEWALK 3810 ~ STANDARDS & SPECS.)
(SHALL MEET TOWN OF HIGHLANDS STANDARDS AND SPECS.) DS `\`tttuuinu~N q/ ~ ~ARp % _
N"...".,,~ ~
~~V ~tM~ 'f~+ N ~ ~ ~ ~
a- 502 ~r - ~ o_
_ -
%C •.,,1~,.. p ~ ~ a~ w
~~i/A ~ © H ~ S . W P~ 0 0
'mnnntt 1 w
P ~ m Q ~
GRAPHIC SCALE
T~~~r r~~ A.. ~~,AQ ?or?AOrn DACCn nu cii?~rrv IAICl1?\IATInAI oornnnrn ?v oAiu crwuTr ADrLJITCrTIIDAI nrcir_Ai cnin~n l\ ~n n to 9n 40 ~ Sh P,P.t
I n1,) 011C rLHIN VTM0 rRLr/'\(\LU UFIJLU VI If JVI\NLI IINI VI\mlm II VIN I I\VNIVLU UI I f1VL JVI IINIII I -WI IIILV IWIN- V-WI I ~ IVVIV.
THE INFORMATION PROVIDED INCLUDED EXISTING TOPOGRAPHY, STREAM BUFFER AREA, EXISTING UTILITIES, EXISTING CULVERTS, BOUNDARY OF THE PARCEL, AND OTHER EXISTING FEATURES AS SHOWN. 71 1 0
J90
( IN FEET ) 1 inch = 20 ft.

_
HERBACEOUS GROUNDCOVER IN BIORETENTION AREAS:
1-CLETHRA ALNIFOLIA GROUPINGS OF PANICM V1RGATUM (SWITCH GRASS) AND DESCHAMPSIA CAE ~AMPSIA CAESPITOSA LEGEND
SWEET PEPPERBUSH (TUFTED HAIRGRASS) IN THE WETTER AREAS. ( )
8' O.C., 5 GAL. 3-CORNUS STOLONIFERA
1-ACER RUBRUM (RED MAPLE) 3-ILEX GLABRA iNKBERRY HOLLY RED OSIER DOGWOOD ( ) ~ ) Q
2 1/2 CAL. 8' O.C. 5 GAL. 8' O.C., 5 GAL. Q..
1-NYSSA SYLVATICA (BLACK GUM) „ k LARGE CANOPY TREE
3-ILEX VERTICILLATA (COMMON WINTERBERRY) 2-NYSSA SYLVATICA (BLACK GUM) 8' O.C., 5 GAL. RY) 21/2 CAL. w
~ 2 1 /2" CAL.
X X 3-ILEX GIABRA (INKBERRY HOLLY) U 8' O.C., 5 GAL. W m^
3-CLETHRA ALNIFOLIA
(SWEET PEPPERBUSH) 1-AMELANCHIER CANADENSIS SHADBLOW SERVICEBERRY ( ) x
X 3-ILEX GLABRA INKBERRY HOLLY 8' O.C., 5 GAL. ( ) 8'-10' HT. EVERGREEN TREE = w
X X 8' O.C., 5 GAL. X U~ i 1-BETULA NIGRA (RIVER BIRCH)
2 1 2" CAL. ~ m i
4-ILEX VERTICILLATA (COMMON WINTERBERRY) Q M
X 8' O.C., 5 GAL. ~ SMALL TO MEDIUM TREES ~
N W ~ X ~
X X ~ X 1..L X
1-AMELANCHIER CANADENSIS SHADBLOW SERVICEBERRY X ( ) Q X SHRUB MASS ~
X 8'-10' HT. 2-CLETHRA ALNIFOLIA
X X (SWEET PEPPERBUSH} ~0O N X 8 O.C., 5 GAL a
~ X X D / GROUNDCOVER z
Zo
c Q ~ ~ ~U
~ LAWN
3-VIBURNUM DENTATUM SOD DRAINAGEWAYS J ~ JJ ~ O
(ARROWWOOD) _ V ~ Oz 1 HAMAMELIS VIRGINIANA
8' O.C., 5 GAL. 1-CLETHRA ALNIFOLIA \ COMMON WITCH-HAZEL ~ ~ ( ) ~ ~
SWEET PEPPERBUSH ~ ( ) 5 GAL. ~ • EXISTING TREES Q w ~ ~ _
8' O.C., 5 GAL. PROPOSED RETAINING WALL ~ PINS Q
SOD DRAINAGEWAYS 1-BETULA NIGRA (RIVER BIRCH) MODULAR SYSTEM OR k } U
2 1 2" CAL. STACKED BOULDER WALL 1-FRAXINUS f / „ -FRAXINUS PENNSYLVANICA GREEN ASH ~ m N ( ) ~ o ~ ~
2 1 /2 CAL. 1-AMELANCHIER CANADENSIS (SHADBLOW SERVICEBERRY) 1 /2 CAL. w - N ~~x
8'-10' HT. PROPOSED ASPHALT PAVING Q - °m d =
w ~ o
BIORETENTION PLANTING PLAN d ~ a
+ STREAM BUFFER AREA
SCALE: 1 "=10'
REQUIRED STREAM BUFFER
ZONE (30' FROM TOP OF STREAM BANK -EACH SIDE) tEAM
PROPOSED BIORETENTION
i ~ ~ ~
BIORETENTION #1 ` P Q ~ ~ ~
BOTTOM ELEV.=3811.1 PROPOSED MINIMUM SURFACE AREA-900 SF RETAINING WALL ? ~ Z
i` ~ i J
MODULAR SYSTEM OR ~ ~ # c = ~ x ~ ~ ` ~2 -C
STACKED BOULDER WALL f F ~ ' ~ ~ ~ J Q
~ ~r f f f ~ 0 1 ` ~ ~ ~ U
PROPOSED EVERGREEN k ~ 20' ALLEY (UNOPENED) F ` R Y
BIORETENTION AREA SPECIFICATIONS: TREE a ~ E 0] F ~ t 4 ` ~ Z ~ EPA' E ~ s~ Z =
Q Q ~ J
SOIL EXISIING TREES N ~ f ` E PROPOSED _ ` OP ~ ` E a M ~ ~ Lj,~ i O
PLANTING SOIL SHALL EIE A MINIMUM OF 4' DEEP D(JgP$TER ~ ~ ~ ~ ~ \ F ~
ON A 1' THICK SAND BED. PLACE IN MAXIMUM 18° LIFTS ENCLOSED BY FENCE o k ` ~ ` F 4 ~ ` ` f / L f F F ~ ! {n Z i
AND LIGHTLY COMPACT. \ ~ ~ r F ~ 1 E ~ ~ O w
SOIL COMPOSI110N SHALL HAVE 10-25% CLAY AND SHALL BE ~ a ` ~ ~ ~ E f E~ - ~ ~ ~ ~
OF A SANDY LOAM OR LOAMY SAND TEXTURE. THE SOIL SHALL ~ ~ Q E E F~ ~ ~ W Z
BE CLEAN AND FREE OF HARMFULL SUBSTANCES TO PLANT GROWTH. ~ ~ ~ E ~ EXISIING PP PPL ~ `
HousE M R~ F THE SOIL SHALL BE TESTED AND MEET THE FOLLOWING CRITERIA: ~ \ Z ~ f s ~ Z ~ o
pH RANGE - 5.5-6:5 ~ ? ` ORGANIC MATTER - 1.5-3.0% ? f U
SETBACK MAGNESIUM (Mg) - 35 L$S/ACRE 10.D O 0 I-
PHOSPHORUS (P205 - 100 LBS/ACRE ~ F ~ E Z PIS
POTASSIUM (K20) - 85 LBS/ACRE SOLUBLE SALTS -NOT TO EXCEED 500 PPM O
U
PERFORM SUITABLE 501E TESTS AS RECOMMENDED BY THE DIVISION OF WATER QUALITY FOR BIORETEN110N AREAS) Q
N.- . EXISTING 24" CULV. r
MULCH 9 a
A 2"-3" MULCH LAYER SHALL BE PROVIDED ON TOP OF THE PLANTING SOIL. HVAC k
THE MULCH SHALL INCLUDE SHREDDED HARDWOOD THAT IS SUITABLY AGED 2 DRIVE THROUGH
AND FREE OF FOREIGN MATERIAL AND PLANT MAIERIAL. A WELL AGED w BIORETENTION ~Y MULCH IS DEFINED AS MULCH THAT HAS BEEN STOCKPILED OR STORED $OTTOM ELEV.=3809.5 ~ ELEV.=3809.5
FOR AT LEAST 12 MONTHS. PROPOSED MINIMUM SURFACE ARE M SURFACE AREA-500 SF EXISTING SAN.
RETAINING WALL PLANT MATERIAL SEWER LINE _W.
MODULAR SYSTEM OR s S
STACKED BOULDER WALL ALL PLANT MATERIALS ARE TO CONFORM TO STANDARDS SET FOR1H BY N . a U
THE AMERICA ASSOCIATION OF NURSERYMEN AND INSTALLED IN A PROPOSED N MANNER USING ACCEPTED NURSERY PRACTICES AND ~ Q
WORKMAN LIKE BANK BUILDING STANDARDS. LE.=3806.0 + N ~ • LLB
_ ~
ALL PLANTS SHALL BE PLANTED WITH THE SAME RELATION TO fINISHED _ F.F. ELEV. = 3815A GRADE AS THEY BORE. TO EXISTING GRADE AT THE NURSERY. - - - a~5.o ~ ~,E Y P~ to

LOOSEN ROOTS OF ALL ROOT BOUND CONTAINER GROWN PLANTS PRIOR ' TO INSTALLATION. CUSTOMER.. N~ . Z
PARKING ~ PROPOSED ;ED _ ~ Q
ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PES1S ~ SHRUB MASS MASS ~ J ~ Q • U ~
AND DISEASE r~ r.......- N
THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING SOIL TESTS ICE ~
TO DETERMINE LIME & FERTILIZER REQUIREMENTS. a_. EXISTING 30" CULVERT ~ P
PONDED AREA ~ . EXISTING TREES Z
THE PONDED AREA SHALL HAVE A MAXIMUM DEPTH OF 6". ~ PROPOSED REGIONS BANK J
THE AREA SHALL BE PROTECTED FROM SEDIMENT RUN-OFF DURING SITE SIGN
GRADING. y
A PROPER MAINTENANCE PLAN SHALL BE DETERMINED AND IMPLEMENTED NIP PPS' P.K.
ON A REGULAR BASIS. NAIL ~
PROPOSED RELOCATED S S S
S. S U11L]TY POLE S . S S.. _ CAR o . '~n N 0~ o
w0~' ~'Qd°? ~
PROPOSED ~ ~ = ~ z
CANOPY TREES _ e~ 502 ~ ~ - . _ N
T.B.M. 6 spaces TYPICAL H.C. RAMPS ~ ~ 10~~. o ~
PROPOSED TOP OF MANHOLE SMALL TO MEDIUM OVERHEAD POWER- RHEAD POWER (SHALL MEET NCDOT iA 0 ~ ~ 0 0
ELEV.=3813.55 SPRING STREET LINES :S STANDARDS & SPECS.) S , W O
TREE PROPO ~ m
GROUNDCOVER o
GRAPHIC SCALE
TYPICAL H.C. RAMPS
/cu~i i urrr ~innnr zo o ,o ~ ~ see
ann~~ ML-L-1 nwv i PROPOSED SIDEWALK STANDARDS & SPECS.) NALK
(SHALL MEET TOWN OF HIGHLAN )WN OF HIGHLANDS of 2
STANDARDS AND SPECS.) ID SPECS.) ( IN FEET )
1 inch = 20 ft.

d-
GENERAL NOTES:
NOTE °A' - 4' WIDE PAINTED WHITE STRIPES 6' LONG WITH 2' BETWEEN. SEE SHEET C3 FOR SITE DETAILS AND SPECIFICATIONS. OWNER/DEVELOPER: ~ I- ~
NOTE "B" - 4" WIDE PAINTED WHITE STRIPES AS SHOWN ON PLAN. Q ~ - ~
REGIONS BANK NOTE "C" - DUMPSTER CONCRETE PAD 6" THICK WITH 6 X 6, w2.9 x w2.s w.w.F. 111 GREEN STREET, SE ~ ~K• w U ~ ~~Mi~~ ~ppER H -
WITH 2 BUMPER GUARDS AS SHOWN. BUMPER GUARDS SHALL BE p. ~ z I ~~R~ R =
3 1/2° DIA. X 36" HIGH GALVANIZED STEEL PIPE CONCRETE FILLED - GAINESVILLE, GEORGIA 30501 PAINTED YELLOW. PAD IS 6' x 7'. PROPOSED IMPERVIOUS AREA SUMMARY: 770-503-2000 Q1 s ~ v ~ \ ~ ~ ~
~ Q ~
NOTE "D" -PROPOSED CURB OPENING SHALL HAVE A TAPERED CURB 4' EACH SIDE OF OPENING. TOTAL AREA OF SITE MODIFlCAl10NS = 1.2 ACRES T °~V~ U ~ I
NOTE "E" -ASPHALT PAVEMENT SHALL BE CONSTRUCTED MATH 6" CABC, 2" TYPE HB BINDER AND 1 1/2" OF Nagy 0~. ~ ~ ~qN ~ RAVENEL W ro p ~
TYPE I-2 SURFACE COURSE ON COMPACTED SUBGRADE. ALL MATERIALS SHALL MEET PROPOSED IMPERVIOUS AREA = 0.66 ACRES OS AKE ° d (LJ . ~
THE REQUIREMENTS SET FORTH IN THE LATEST EDITION OF THE NCDOT STANDARDS FOR ROADS ~ COTE x W S ~
ANO sTRUCTURES. IMPERVIOUS PERCENTAGE = 55~ W'I pRSE = W ~ ~ NC. H N RO• ~ -m
HARRIS U ~ F- X U 106 LAKE rn _
1. DIMENSIONS TO CURB AND GUTTER ARE TO FACE OF CURB. DIMENSIONS TO BUILDING ARE TO FACE OF BUILDING. . n ~ I- d
~ ~ti ~ Q~ -
2. REPORT ALL DISCREPANCIES BETWEEN THIS PLAN AND ACTUAL SITE CONDITIONS TO THE ti ~~~G ~ ~ ~C9 W N V J
ARCHITECT AS SOON AS POSSIBLE. PROPOSED 3O' STREAM BUFFER EASEMENT: k ~y n ~ z
3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS THE EASEMENT SHALL BE 30' FROM TOP OF STREAM CHANNEL ~ ~ f..l~ Q ~ U ~ Q ~o
AND BONDS FOR WORK DONE ON STATE OR CITY PROPERTY. ON BOTH SIDES OF THE STREAM. r H
U~ ~ ~ VIgNITY MAP NORTH ~ w o
~ ~ _i Q a Q `D
1 "=2000' Z
ZJ w ~ ~ z `D I~
PROPOSED BOULDER RETAINING WALL QQ ~ ~ o I
MACHINE STACKED 3' CURB OPENING ,URB OPENING ~ ~ ~ ~
( ) AT I NLET DEFLECTOf (SEE SHEET C1) (SEE DETAIL #8 ON NLET DEFLECTORS + + + + . ~ ~ ~ ~ :DETAIL #8 ON SHT. C3) + + + + ~ Q Z ~
LEGEND ~
PARKING SUMMARY: + ~ w
BIORETENTION ~2 - (BY OTHERS) + + QW ~ ~ + + + + + + + + + + + + + EXPANSION + + + + + + + + + + + + + + + CONTROL I~ ~
HEATED BUILDING AREA - 5627 SF SEE DETAIL #8, SHT. C3 FOR DETAIL + + + + + + + + + + + + + + + + + + + + + ~ JOINT JOINT U w r-I
PARKING AT ONE SPAC PER 200 SF = 28.1 _ MINIMUM SURFACE AREA = 600 SF + + + + + + + + + + + E SPACES BIORETEN~ION #1 (BY OTHERS) - SEE DETAIL #8, SHT. C3 FOR DETAIL + + + + + + + + + + + + + + + + + + ~ + + + + + + r ~ + + + + + + + + + + + + ~EiP + + + + + + m N
EMPLOYEE PARKING AT ONE SPACE MINIMUM SURFACE AREA = 900 SF - + - + + + + + + + + + + + + + + + + + + + + + + + PROPOSED CONCRETE WALK o ~ ~ X + + + + + + + + + + + + + + + + / W ~ N O
PER TWO EMPLOYEES = 6 SPACES + + + - - + + + + + + ~ ~Jx pq + + + + + + + + + + + + + + + = Q _ o
~~~r- + + + + + + - - + + + + + + + + + + + + + + + + + + + + + + + _ ~ m + + + + + + + + + + + + + w= _
THREE DRIVE THROUGH LANES ALLOWING + + + + + + + + + + + + + + + + - + + + + + + + + + + + + + + + + + + + + + PROPOSED ASPHALT PAVING ~ a ?
A REDUCTION IN PARKING AT TWO PER LANE _ -6 SPACES - - - - - - - _ ~ ~ ± _ _ + ± ~ ` J + + + + + + + + + + + + o ~
TOTAL SPACES REQUIRED = 29 (30 SHOWN) + + + + + + + + + + + + + + + + + + + - - + + + + + + + + + + + + a'
~ + + + + + + + + + 2Q' ALL€Y +(UNOPEi~IED~j + + + + + - - 70F74'+- + 70.74'+ + + + + + + +
Q + + + + + i + + + + + + + + + + + + + + + + + + + + + m + + + + + + + + + + + + + + + + + + + + - - + + + + + + + + + + + + STREAM BUFFER AREA + + + + + + ~ + 1 + + + + + +
IRON w + + + + + + + + + + + + + + + + + + + + +
PROPERTY LINE N N 6 72 W ~7 .~17' PIN - - + + + a + + + + + + + + + + E + + + + + + + IRON + + + + + + + Plpl + +
+ + + + + + + + + + +5~- + + - - + + + + + + + + + + + + 1 + ~
- - _ ~ - ~ _ ± + ± ± + _ - 0~ + ± + + + ~ + + + + ~ + + I~ + + + " PROPOSED BIORETENTION
+ + +
3' CURB OPENING + + + + + + + + + + + + + + - - + + + + + + AT INLET DEFLECTORS 4 + + + + + + + + + + + + + + + + + + + + + + + + + EXISTING SAN. - - ~ _
(SEE DETAIL #8 ON SHT. C3) + + + + + + + + + + + + + + + - - N + + + ' + SEWER LINE ~ EXISTING OVERHEAD POWER LINE & POLE I--•
+ + + + + + + + + + + + + + + + - +o+ + ~ SETBACK 10.0' + + + + + + + + + + + + + + + + - o EXISTING ~o 11 ~ ~ ~ ~
HOUSE o / + + + + + + + + + + + + + + + + + °D ~ ~ ~ ~ ~ ~ ~ - - S - EXISi1NG SANITARY SEWER LINE & MANHOLE
o i i i i i i i i i i i i i i i i ~ l~ ~ W
B MPER ~ 1i ~ , ? .
2 DETAIL k SHEET NUMBER 4-I Q . ~ C3 I--1 0'
CONC. DUMPSTf]~ ' - - - - 4 9. CURB 6' + ~ PAD (NOTE C ) 4.... 9 CURB 2 A
C3 .INLE . ~ / l of . R2.0 r yy o..... C3 INLE7 _ o TRAFFIC DIRECTION ARROWS w•' ~ ~
. 8. '`~l . 5 FENCE _ _ _ _ 4 ~ ~ ~ . o EXISTING 24" CULV. _ PROPOSED CURB INLET d J' 0 ~ V.
R>4,0•...... , C3 ENCLOSURE ^.0, ; .
N S ~8 ~ P D CONCRETE CUR
p 20,0• ROPOSE B & GUTTER ~ DRIVE THROUGH b Z
PROPOSED BOULDER RETAINING WALL ~ R .44> DRIVE TI _ . 24 o.
(MACHINE STACKED) / / / : / o _ I--I
( ) ~ . ~ o _ SEE SHEET C1 ASPHALT PVMNT. / / ~i~ C3 I--I ~d A
NOTE "E" / ~ NOTE "B" CONCRETE - ~
_ / 40.00- //TYP l ) N _CURB & GUi l` ~R ~
NOTE "B° 0 19.00' 2 ~ A JYPICAL_ A
a HANDICAPPED PARKING SPACES: o ~ . SIGNS, SYMBOLS AND RAMPS SHALL v-~ 10.0'.. 9:0 .00 . 9,0... 10,0'.. 9:0'
l MEET THE N.C. STATE HANDICAPPED m . ~ . C3 CODE. ~ NOTE °Ar ~
21:00 x9.00 .21,00'...... HANDRAIL BOTH x iv `TYPICAL 0 SIDES OF RAMP
c~. .PARKING N . SEE ARCHITECTURAL _m_ AH6LE t? ASPH. LT PVMNT' ~0 . ~
CONCRETE ~ . n j' DRAWINGS) 4 - . NOTE. E p.' ~ ~
CURB & GUTTER ( 0• , CONC. WALK r' _ .I 4 CURB OPENING , Q NOTf .B".
TYPICAL _ ~ o H.C. RAMP FOR DRAINAGE 61,00'.. - 5.0'.. l~ . ~ ~
o (FIELD LOCATE) ~ NOTE .~D,~ ~ 6 ~
a C3 ~ ~ r~ ~
. o R6l EXISTING 30" CULVERT - - - m - - ~ - - - - -TYPICAL H.C. RAMPS - -880.0 - ~ PR R - ~ N ~ ~ ~ OPOSED EGIONS BANK SIGN FIELD LOCATE
i~~.. FLAGPOLE (SHALL MEET NCDOT , (SEE ARCHITECTURAL DRAWINGS)
~ STANDARDS & SPECS.) _ i.) N ~
CONCRETE om BURIED
O: WALKWAYS ~ v N w - -~c- w TANK N / i EXISTING
~ (TYP) ~0. ~ 90 .d ~ q 0 WALK ~ ~ /
0 IRON a - S 37 .3.6 ~3. e o i PROPERTY LJNE
BAR _ 80:00' R0: ~ ~ NAIL ~ 00 RCS ~ s
- _ 0 _ . . PROPOSED RELOCATED m - ~ . _^ry~_ . - . _ _ _ S - - - - -.S SQ - -s- \ s=- ,
UTILITY POLE Q~ h `S - . S ~ o 42.83 , . 38.94
. ~ 0 ~ o~• ~ a n• ,
T.B.M. _ _ ^a "a.
OF MANHOLE _ _ _ /
ELEV.=3813.55 ~'s ~ EXISTING EDGE 6 spaces ~ _
~ ?0• OF ROAD ASPHALT ~4 i _ Q' / ~ _ _
20.00' 25.50' 20.00' 17.82' 75.86' Q 32.45' 11o.4s' - _ _
4' TAPER AT END ° SPRING STREET OVERHEAD POWER OF CURB ELOCATE EXISTING h ~
UTILITY POLE ~ LINES i ~ - _ CAR
i . ~
TYPICAL H.C. RAMPS 2' WIDE CONC.
(SHALL MEET NCDOT GUTTER DRAINAGEWAY ~ c~ STANDARDS & SPECS.) PROPOSED SIDEWALK C CONCRETE CONNECT PROPOSED t^g WALK AND CURB & GUTTER = ~ = CURB & GUTTER = .r- 5O2 ~
CONCRETE (SHALL MEET TOWN OF HIGHLANDS T TYPICAL TO EXISTING. o~
CURB & GUTTER STANDARDS AND SPECS.) ~ti .
TYPICAL DRIVEWAY ACCESS: ~,~A .,alb,,. 'o W P
ALl PROPOSED DRIVEWAY CONNECTIONS TO SPRING STREET i~ S .
SHALL MEET TOWN OF HIGHLANDS STANDARDS AND SPECIFICATIONS. ~-a• ~ Nu~~~
iO
~I~ 1 j r A f; V r
bpAWING
~
I i:::> I rir-
ppOpF-pTY OF BASE INFORMATION GRAPH~-S6~LE 05-042002
CALL UL CO p ,o 20 a 80
THF- AI?CN11-F-C-'
ANn NOT TO 13F USFn THIS SITE PLAN WAS PREPARED BASED ON TOPOGRAPHIC INFORMATION PROVIDED BY PAUL SCHMITT ARCHITECTURAL DESIGN STUDIO. PRIOR TO DIGGING
Op I?r-ppOnLlC[~n PROPERTY BOUNDARY, EXISTING ROAD EDGES, EXISTING SANITARY SEWER AND OVERHEAD POWER LOCATIONS, CULVERT AND STREAM ALIGNMENTS WERE TAKEN FROM A PLAT TITLED "REGIONS FINANCIAL CORPORATION" BY SYLVESTER & COMPANY, PA., DRAWING NO. 4254, DATED JUNE 4, 2001 1-800-632-4949 SITS IWAWINGS
WI-rHOU1' H15 VWIT` E-~N AND REVISED FEBRUARY 5, 2002. ( IN FEET ) i ;ooh = 20 ft
L~ ~YO LIT
1551 ON
1~ L- ~°~Ill

2" X 8" 6" X 6' _ 2" X 8"
CAP BOARD 6 0 O.C. MAX. CAP BOARD POST .tea ~
~ ~q ~
PROVIDE CONTRACTION JOINTS AT 10' INTERVALS IN CONCRETE CURB. 1° X 8" TRIM - ~ ~
_ - i 1 X 8 TRIM " 6" BOARD PROVIDE 1/2 EXPANSION JOINTS AT INTERVALS = , BOARD • ~ o TRIM U
NOT TO EXCEED 50', AT THE ENDS AND MID-POINT - 1'-0" " Q
OF RETURNS AND AT RIGID STRUCTURES. 6 X 6 POST I- _ ~ ~ H z I
ASPHALT PAVEMENT " 1" X 6" 1 X 6 VERTICAL BOARDS Z ~ BOARDS ~ ~ U
5" 1" RADIUS VERTICAL BOARDS - - - - - - ~ ~ ~ (1J
I I i ~a ~ Q ~ ~ ~a ~ ~ U ~i
1 1 /2" RADIUS 5'-0" - - - 2' X 6" STRINGERS 2" X 6" STRINGERS-BACK ~ ;INGERS-BACK SIDE OF FENCE ~ W ~ W ~ ~
- ATTACH TO POSTS WITH DAI ~ ~ d POSTS WITH DADOED JOINTS. (GALV. ANGLES NEEDED AT CORNERS) ~ ~ ~ a J (1J
6" ~ a ~ - x W s CO
\ ~ 1" X 4" TRIM FINISHED GRADE ' ~ o BOARD _ _ _ _ BADE ~ = w ~ PROPOSED PLANi1NGS ~
~ 9 ~ 0 7" - 6" ~i~ D ~ ~ SEE SHEET C6 -LAN U ~ I- X ~ ~ ~ DSCAPE PLAN H =
4 o - 4" CLEARANCE ~ ~ ~ d ~a ~ (/j , LL
_ a , ~ 4" ~ a a d -
- -7- ~ ~ n z ~ ~ ~ INLET DEFLECTOR: (3' WIDE) ~ H
~ FORM GROOVES IN CONC. GUTTER W a ~ PROPOSED BOULDER TO DIVERT STORM WATER INTO ^ z
- CABC a POST ANCHOR: TYPICAL " " ( ) 1 X 4 TRIM 3000 PSI CONC. USP TIMBER CONNECTORS BOARD RETAINING WALL ~ ~ ~ ~ Q `D 810RETENTION BASIN. U ~ O
CURB & GUTTER - 3'-0" HEAVY COLUMN BASE 13000 PSI (SEE SHT. C1) Q H ~ /fir` ~ ~ ~
CBE66 12 GAUGE SLOPE TOP OF FTG. FOR DRAINAGE m a CONC. FTG. TYPICAL IAGE U ~ ao W O
1'-6" a ~ _ I MAXIMUM PONDED WATER PROPOSED GRADE Q a Q (/j ~
COMPACTED PROPOSED GRADE DEPTH = 6 Z
SUBGRADE OUTSIDE FACE OF ENCLOSURE -ELEVATION ZJ W N 3:1 MAX. CURB OPENING ~ _ ~ ~
ASPHALT PVMNT. Q a ~ O U
N ~ L~
(DRAINAGE TOWARDS CURB) 1'-6., 2" X 4" TRIM BOARD O ~ M
RIP TO SIZE (SHALL COVER EDGE OF " " PLYWOOD) Z W 6" MAX. ~
SCALE: 1 =1 -0 SECTION VIEW _ - ~ IIII 1_11111-1111= _ W W
3/4" PLYWOOD - - - a ~ h Q - ~ W -111 I I_I I I I I-1 I I I I-111 I I-1 I -111 I I-1 I I I I-1 I I I ~I I I"
FACE OF CURB BACKING 2" X 4" CAP " " _ _ _ _ - - - - - - - a of (IIII-IIII =11111-(IIII-1 III_IIII I-IIII IIII I-IIII IIII I_ - II-1I ~ W
1 X6 =IIII (IIII-IIII VIII-1 11111=11111=11111=11111- m N
VERTICAL BOARDS VIII I IIII=1 II I_I III - o ~ n X ~ ~ N O
PROVIDE CONTRACTION JOINTS AT 10' INTERVALS 6° 6" X 6" POST - - - - - - - - - - - - 2" X 4" TRIM BOARD IN CONCRETE CURB. -1111 111=11111 VIII J x
1'-0" - - - - - - - - - - - - -RIP TO SIZE (SHALL COVER EDGE OF PLYWOOD) FOOD = _ - Q _ o ~ 11111= 1111=1 111=III a m 4' " MI .
PROVIDE 1/2" EXPANSION JOINTS AT INTERVALS NOT TO EXCEED 50', AT THE ENDS AND MID-POINT PLAN VIEW AT GATE EDGE OF GATES _ = w= - =11111 II-11111 VIII ~ o
OF RETURNS AND AT RIGID STRUCTURES. 1' X 8" TRIM BOARD (IIII_ I I I I IJ = a a a ~ III~II PLANTING SOIL ~
5" 1" RADIUS =11111 I I=11111 SEE SHEET C6 -LANDSCAPE PLAN
I ASPHALT PAVEMENT 2' X 4' CAP 10'-6" O.C. 1 1/2" RADIUS 2" X 4' CAP 11111- 11111- 111 FOR BtORETENTION AREA SPECIFICATIONS
- 1"/~6' -11111 II-11111 1111
a VERTICAL BOARDS 1" X 8" TRIM BOARD 6 ~!-IIII~ ~ 6'X6"POST 11111=I IIII " = 1'-0" MIN.. SAND BED
a~ ° ° - - - _.y IM AR I X 6 POST II=11111 IIIII~ -
-t-J - III~
I , ~ ~ - - - T-HINGE (3 E, 7" - Q ~ 0 1" X 6" VERTICAL -T-HINGE 3 EACH SIDE =VIII VIII-I~IIII~I IIII-11111-11111-11111-11111-11111 IIII _ - _ _ _ _ _ - II IIII IJIIII~IIII II_11111=11111=11111_11111=IIIIi~lll l~ II
D ~ a 6~~ - a BOARDS 1" X 6" DIAGNOL X 6" DIAGNOL BRACE ~ C,
4^ a ° 1" X 8" TRIM BOARD 0 BEYOND 4 -0" _ BIORETENTION AREA `
1" X 8" TRIM BOA CABC I J X 8 TRIM BOARD
3000 PSI CONC. , ~ , ~ ~ ~ ~ ~ 3/4' PLYWOOD ~ i; ~ ~ -
CURB & G -III - I ' ' - _ _ UTTER - 1'-6" I I. BACKING I ~ ~ , W
° ~ " FlNIS u n FlNISHED GRADE ~ ~ - 4--# ?
1' X 4" TRIM BOARD - -
COMPACTED " „ SUBGRADE HASP LATCH 1 X 4 TRIM BOARD I H NOT TO SCALE A
SECTION VIEW AT GATE CANE BOLT 1" X 8" TRIM BOARD INLET DEFLECTOR: 3' WIDE INLET DEFLECTOR: 3' WIDE ( ) ( )
(DRAINAGE AWAY FROM CURB) 8'-0° FORM GROOVES IN CONC. GUTTER FORM GROOVES IN CONC. GUTTER
TO DIVERT STORM WATER INTO TO DIVERT STORM WATER INTO BIORETENTION BASIN. CL BASN BIORETENTION BASIN. I--
SCALE: 1°=1'-0° ELEVATON AT GATE OUTSIDE FACE coNC. cuRB ~ GUTTER fER z
9° H V
1/2" EXPANSION JOINTS FILLED WITH - ~ ~ 4 - H BACK OF CURB
CURB dt GUTTER PREMODU)ED JOINT MATERIAL do JOINT SEALER PAINTED SOLID WHITE I
1 -0 30'
3000 PSI CONC. PAD WITH STIFF BROOM FINISH. NOTE ON FENCING: V ^ ~ 1--i
ALL SCREWS. NAILS AND OTHER FASTENERS SHALL BE HOT DIPPED I ~ ~ ~OQ~ ~
6" THICK 3000 PSI CONC. PAD GALVANIZED FOR EXTERIOR USE. ~ 60' r 3 -7
- 4 i
-a, 6' X 6" W4.0 X W4.0 WWF ALL WOOD SHALL BE PRESSURE TREATED SOUTHERN YELLOW PINE. - - i ~ ~ Q i ~ FACE OF OF GUTTER
2'-4" ~ STANDARD CURB ~
'C Q , _ Q a 2"
Q- CURVE W CURVE WHERE ~ CURB TRANSITION AT CURB INLET
0 0 ~ INDICATE[ INDICATED ON PLAN ~
a ~ o
~ 8" CABC
I FRAME. GRATE ~ HOOD BY I'-0" T~IDALL 123-CGO OR APPROVED EQUAL
- SCALE: 1/2"=1'-0" FiNl41 GRADE ( )
-III COMPACTED SUBGRADE ASPHALT
-III- ~ I-I I I-
- ~ I...I:_:',_,i.:. i - TOP GRATE ~ - - - - ELEV. AS NOTED -I -
, -I - ~
SCALE: 3/4 -1 -0 -
NOTE: SCALE: 1"=1'-0" PROVIDE 1/2" EXPANSION JOINTS FILLED WITH - PRECAST ooNC~ETE eo~t
PREMOULDED JOINT MATERIAL & JOINT SEALER (20' O.C. MAX. AS ' MATH KNOCI(OUT PANELS
SHOWN ON PLAN} AS MANF. BY TiNDALL OR APPROVED EQUAL
PROVIDE I/2" DEEP SCORE JOINTS AT 5' O.C. WITH ROUNDED EDGES
AS SHOWN ON PLAN.
6" SCH. 40 PVC DRAIN UNE WALKWAY SHALL MEET TOWN OF HIGHLANDS STANDARDS AND ~ 4" THICK CQNCRETE WALK WITH STIFF BROOM FlNISH
AND 2" SMOOTH TROWELED BORDERS. BROOM FlNISH SHALL BE PERPENDICULAR ~ ~
CONCRETE CATCH BASIN 2' SQUARE FINISHED GRADE SPECIFICATIONS. E ( ) 1 TO TRAFFIC FLOW.
WITH CAST IRON GRATE FOR ROOF DRAIN OVERFLOW _
=1 I I=1 III=1 I I=1 I I=1I I=1 11=
III=III I I=1 I I=1 I I=1 I I=1 I I=1 I I 6 X 6 - W2.9 X W2.9 WWF CENTERED ~T STONE,
=III=1 I1= 3000 PSI CONCRETE IN WALK THICKNESS. , -111
6" SCH 40 PVC - _ (I I ROOF DRAIN UNE _ _ _ a a a II= 1/4"/FT CROSS SLOPE .II
III=III III i /2" EXP. JT. - 0 0 0 0 0 0 0 0 0 0 0 0
I=1I1=~ _ _ _ _ _ 0 0 o I1= °o°00000°00000000000°0°0 _ ~ 0 0 0 0 0 0 0 0 0 0 0 _
, coMPACTED = 111= 1= I =1 I 1=1 11= I = I I III _ _ _ _ _ _ _ a CONC. CURB & GUTTER - - -I I I- i I I_ s~sr ~'r - 4 ! 41. -I 10 1 11 1 1 1 111!
SUBGRADE UNDER CATCH BASIN - - - - - = = ~ ~ ° ~ ~ ' ~ r - - I - NuM~~
III o 0 o III a o o ° ° ~ ~ COMPACTED SUBCRADE ,~``1~N„~ARO ~,"^°PNDS°°a~i
1= 11= ° ~IIS - III o 0 o III - ~ B , 0 0~ C,~,'L '
AWING - o~ ~a - , 4 ~ D
III o o a III - ' _ 502 A: =
S 1`N~ I I- I I- - N4T TO SCALE III III 4" WASHED STONE (SHED STONE ° °o,~~ O~'O~'2002
pt?Op~~1"Y 0~ - - II= _ _ = II= COMPACTED SUBGRADE BASE ~o,,i~,,o o.
~I~ ApCNI~C~" III-1 1=III III=III=III - NOT TO SCALE IIII 1
. Il ~
ANrJ NUT TU M U5W
or, t?~I~f?OnU MIRIFI 140N FILTER FABRIC L#57 WASHED STONE L
Cr-I2 COMPLETELY WRAP DRY SUMP 7 CONCRETE WALK DETAIL DRY SUMP 2 SQUARE X 3' DEEP. „
WITHOUT H15 Wpl1'1FN SCALE: 1 =1 -0
~'~t?MISSION

INVERT ~
3796.6 ~
OD ~ N ~
PROPOSED DRAINAGE PIPES: K I-- O
PIPE FOR STORM SEWERS SHALL BE CLASS 3 REINFORCED CONCRETE PIPE (RCP) PROPOSED 30' STREAM BUFFER EASEMENT: ~~Mil P4ER L Q U - `D
ACCORDING TO ASTM C76, AASHTO MI70. UNLESS OTHERWISE NOTED. , c U RO' W U ~ ti ~Rk ~ F- _
SEE SHEET C4 FOR EROSION CONTROL AND DRAINAGE THE EASEMENT SHALL BE 30 FROM TOP OF STREAM CHANNEL ~ ~ H z I CHANNEL ~ _
DETAILS AND SPECIFICAl10NS. PIPE BEDDING SHALL BE CLASS "C" (ORDINARY) EXCEPT UNDER PAVING WHICH ON BOTH SIDES OF THE STREAM. SHALL BE CLASS B . ~ U ~ A T~ \ ~ ~ Q/ ~ l U
y~ ~ Ul cy~ of Q ~
ALL WORK, MATERIALS, AND PROCEDURES SHALL COMPLY WITH THE REQUIREMENTS OF THE TOWN OF HIGHLANDS OR THE NCDOT WHICHEVER IS GREATER. qN0 ~ RAVENEL U ~ I
SITE AKE W ro l~ ~ OO ~ COQ ~ ? d
PROPOSED SPOT ELEVAl10NS AT CURB & GUTTER ARE BASE OF CURB, TRENCHES SHALL NOT REMAIN OPEN DURING RAIN PERIODS. WHEN RAIN IS EXPECTED, RSE ~ N J l U ~ C. HO RO • - ~ W
TRENCHES SHALL BE CLOSED, COVERED, OR OTHERWISE PREVENTED FROM TOP OF CURB IS 0.5' HIGHER. CAUSING EROSION & SILTATION. ~ N W S ~ ~ HARRIS = ~
106 ~ LAKE ~ ~ ~ • n U ~ I-- X
THE PROPOSED STREAM CULVERT (ARCH CMP) SHALL BE INSTALLED DURING A DRY WEATHER PERIOD WHEN NO RAIN IS EXPECTED DURING THE INSTALLATION PERIOD. N' ` ~ H cA S ~~S ~ F- Cj
A GEOTECHNICAL ENgNEER SHALL INSPECT THE AREA AND PROVIDE SPECIFlCAl10NS c, ~ / 9 9T M ~ , LL 2 G Q ~ -
FOR PROPER UNDERCUTTING AND BEDDING. ~ ~\~9 ~ Z ~ ~ti rn
BIORETEN110N #2 - (BY OTHERS) (SEE DETAIL ~8 SHEET C3) ~ W N V 1
BOTTOM ELEV.=3809.9 tiZ blg~ ~ Z ~ Q `D
MINIMUM SURFACE AREA-600 SF U ~ O Q
VICINITY MAP NORTH ~ ~ ~ ~ ~ U~
,,nnro W ~ 1 "=2000' V ! N ~ _ I
i PROPOSED STREAM Q Q ~ ~D
PROP. 18" RCP 32' LONG AT 4.19: ~ RELOCATION ~ W (1J
(Q25=2.9 CFS) Zg~ Z o Qa ~ O
" ~ PROP. 18 RCP ~ + + ~ I ~ + ~ ~ J (1J CO
32 LONG AT 3.4X D BOULDER RETAINING WALL ~
(Q25=3.6 CFS) PROPOSE (MACHINE STACKED) + = + LEGEND ~ ? (LI + + ~w ~ O z _ 00
TOP OF WALL ELEV.=3813.0 + + ~ + oti° + + A , ~
(SEE SHT. C1) / ~ + ~ + + + + + + + EXISTING CONTOUR 2' INTERVAL ~ W ~ w + ~ ~ + + + + + + + + _ pq ~Q
BIORETEN~ION #1 - (BY OTHERS) ~ ~ + + + + + + + + + Q ~
DETAIL SHEET C3 _ , ~ ~ ~ + . (SEE N8 ) ROOF DRAIN OU AT , - ~ ~ g~, PROPOSED DRAINAGE SWALE ~ W ~
BOTTOM ELEV.=3811.5 CATCH B SEE DETAI . ~ , ~ MINIMUM SURFACE AREA-900 SF SHT. 3 INV. 09 / + + + + ~ + + + + + + ~ m " 2 ~ w + ~ X
i _ t
/ ' + + + + + + t + ~ + + ~ J + + + + + + + t + + +(X7+ + Q ~ p w + ~
CURB INLET f_ + + + + + t, + + + + + + + + + + + + + ~ ~ + ~ ~ EXISTING TREES m _ o o ~ 0 W =
_ _ RIM ELEV.=3811.95 _ _ _ _ _ _ _ _ _ - ± ± + + ZR+ + + + + . + + + + n. ~ a _
INV. ELEV.=3805.9 ' ~ ~ + + +~t-~+ + ~"g~+ - E ~ ~1' . - + + + + + + + + + ~ +S ~ ~ t- + + + ~ rn t~~
+ + ~ + + + + + RELOCA~ ± + + + + + + + + + • ~S~ TOE OF FlLL SLOPE Y + ~ \ ~ + + + + + + + + + + + 2a ~LLE~Y EABANDONEDj + ~ + + ~ ~s~ NE.-$80#. cn
~ Q + + + ~ + + + + + + + + + + + + + + + + + + +
+ ~ + + " + + + + + + PROPOSED ASPHALT PAVING
IRON ~ + + t-+.,f , + + + + + + + + ~ + ~ ~ h3 PIN + + + + + + + + + + + ~ + + + + ~ ONE +
DIVERSION / ~ o + + + + + + + ~ _ + + + ~ + + y'
EXISTING TREES SWALE ; ' ~ ~ o _ ~ + + CU1F6 INLET + + + (HAND - ~ - - _ ~ + + • +
(SHALL BE SAVED) ~ + + ~ + + + + + - ~M VF 3$10.5 + + + ~ ~ Py w + + ~ INV~ V.=3 d5. + PROPOSED STREAM RESTORATION AREA + + + , ~n ~ I'~ + +
~ ~ + + + + S•qR + + + + + + t0~ a ~ ~ C_~ + ~ V ~
~ ~g4~ ~ ~ ~ t~P ~ .E.~3804. + , + + + + + + + + + + EXISTING ' % ~ + + + + + + + + + + + + m + 10.9 ~ ~ ~d~
12 _ HOUSE ~ + + + ~ _ + + + + ~ ~~ETBACK ~ + + + + + + + + + + ~ 1 2
ti~ ~ $IR~ E ~ + + + + + + + + i ~ S PROPOSED BIORETENTION
~j ~ • ~ + + + + 38®9 + + + + ~ PZ
8~ ~ ~
~ 1t .10.4 _ .1.0.4........__._. ~ 11.2 PROPOSED SPOT ELEVATIONS H H
PROPOSED CULVERT: $ . ~ ~ - - - - - - / `~cP _ / ; ~ NG. 3813
120 OF 73 X 55 , 12 GA. ARCH CMP 5 X 1 CORR., TYPE 2, ALUMINIZED FROM ~.oo $ / 3 GUR6 OPENI PROPOSED CONTOUR UNE Q Ai' INLET.-DEFLECT. S
l 2 o~~ 13 WILLCO (ASHEVILLE, ) ~ ro . w ~ N . . NC OR EQUAL N6 24'~tJLV.
y~ \ AT 1.0 ~ SLOPE. ~ - - - _ SILT FENCE 3811. o--fl--a
. H AC (Q25 = 209 CFS) Qg~"~ ~ _ ~ ~ ~ - - i 11 - - - INVERT AC 11.0
b i l.~ / - ~ _ i' I _ _ - ~ ~ - ~ ~ ~ INVE 3808.. TEMPORARY STONE CHECK DAM
/ / - I ROOF DRAIN OUTLET AT j..'. i DRIVE THROUGH
/ O _ CATCH BASIN (SEE DETAIL ,~4 I / / SHT. C3 1NV. ELEV =3807.9) '4 EXISTING SAN. 11.2 ~ FABRIC CATCH BASIN PROTECTION t~
~ , - ~ 1 11:fi SEWER UNE F--I V 11.2 I---I
PROPOSED 15.0 _ ~ 15.0 p~ I ° 6ti PIPE OUTLET STONE APRON
/ BOULDER RETAINING WALL is % ~ ~ ~ 3' CURB OPENING PROPOSED CURB do GU.TiER ~ I ......TYPICAL LLJ
= 13.5 - ~ ~ I AT INLET DEFLECTORS BANK BUILDING TOP OF WALL ELEV. 38 - - - S ~ EXISTING SANITARY SEWER LINE & MANHOLE C_, ~ A
~ ai F.F. ELEV. = 3815.0 (MACHINE STACKED) a
a (SEE SHT. C1) LE.=38os.o + ~ Q ~ - - ~ - - EXISTING OVERHEAD POWER LINE AND POLE ae _
_ / 6" SCH 40 PVC i TW=13.0 PROPOSED TOP OF WALL ELEVATION
_ i _ ~ ROOF DRAIN LINES ~,4, ~ TYP. p~ryT 0 ~ _ _ _ _ _ _ PROPOSED 6° SCH. 40 PVC ROOF DRAIN LINES _..ASPH T ~ ~ ~
a.. . 60 ~ ~ ~ ~ ~ I ( ) DOWNSPOUT LOCATION ° MI a...
I ROOF DRAIN LINE (TYP.) CURB & GUTTER _ .1.4..0 CLEAN-OUT (TYPICAL) 4'_C BOP 1NG ~ ~ DOWNSPOUT LOCATION FOR. RAINA ~ ~
TYPICAL 12.4..... , ~ ~ . ROOF DRAIN UNE CLEANOUT
14.4 CONC. SPLASH 13.6 14. - BLOCK i tip, ~
PROPOSED STREAM HALT PVMNT. ~ , _ _ _ _ REMOVAL titi~~ ' _ ~ EXISTlNG.TR ~lE i
LENGTH=146' " - SHALL: SAVED _ .13.5 PI / ~ . - - ~
( ) - - EXISTING 30 CULVERT ~ .14.0 14. DRAINAGE SWALE . ~ i ' ' ~ ~ XISTING TREES
~ '13.7 _ v 3813 _ . OWNER/DEVELOPER.
...........13:7.. o Q
14:0 ~ . _ _ . T3.6 14.0 ! _ N~ ~ pF~ ~ REGIONS BANK
1 PP N 111 GREEN STREET, SE . ~ M DIVER 381... ~ ~ swA ~ GAINESVILLE, GEORGIA 30501
° _ 15 - P b % _ ~
IRON - ° . S 37 .36. ° b3 . ~ NAIL 770-503-2000
° 4a_ - . _ _ 15. - - - - 17:2 - - - _ _ - ~ s , - -0 \ ~
PROPOSED RELOCATED . - S UTILITY POLE S. - _ ~a_ / / ~ \ _ a . -
. 'I - ~ o- /
T.B.M. 'S
TOP OF MANHOLE
ELEV.=3813.55 2' WIDE CONC. GUTTER 6 spaces ~ , ~d~ / _ L
DRAINAGEWAY. /
PROPOSED / _ _
RELOCATE EXISTING SPRING TREET CURB & GUTTER OVERHEAD POWER UTILITY POLE (SEE DETAIL #2, SHT. C2) LINES
/ _ ~ _ / - - _
EXISTING PAVEMENT
SHALL BE REMOVED ~tia~ /
INVERT STABILIZED CONSTRUCTION tig~ btig~ ~ 8~ ti2 bti
3gIO.8 ENTRY ~ EXIT
END CURB & GUTTER AT POINT OF CURVE
TANGENCEY
\ \\~~,,,u u ~ u,n''
pQ,o°,,P SCgp,'G ,
~e~, %w v8
1'I-I 15 ~ 0 502 ~
npAWING °
I5 BASE INFORMATION ,,-gyp ° °P~~~' 0~-0~-2002 GRAPHIC SCALE s .
pt?O~~f?1"Y 0~ CALL ULOCO f-~~ o ,o zo ~
THIS SITE PLAN WAS PREPARED BASED ON TOPOGRAPHIC INFORMATION PROVIDED BY PAUL SCHMITT ARCHITECTURAL DESIGN STUDIO. 1'N~ Af?CN11~C1' PRIOR TO DIGGING .0
PROPERTY BOUNDARY, EXISTING ROAD EDGES, EXISTING SANITARY SEWER AND OVERHEAD POWER LOCATIONS, CULVER I AND STREAM ALIGNMLN I S WLKL 1-800-632-4949 ~ ~ ~ ~ " 7,'U 51 MWINGS
ANn NOf rO PF U5E19 TAKEN FROM A PLAT TITLED "REGIONS FINANCIAL CORPORATION" BY SYLVESTER & COMPANY, PA., DRAWING NO. 4254, DATED JUNE 4, 2001 IN rear)
or, p[~ppOpljc[~ AND REVISED FEBRUARY 5, 2002. i inch = Zo G I~A1~ I N G
WITHOUT H15 Wp11WN
f~~PM15510N

UNDER ENTIRE DAM FOUNDATION
INCLUDING ABUTMENTS. -
OVERLAP STRIPS 1', WITH UPSTREAM SECTION A—A
STRIP OVER DOWNSTREAM STRIP.
N.C.D.O.T.
#57 STON
TEMPORARY CHECK DAM
NOT TO SCALE
METAL STAKES
7"N 15
PP,AWI NG
15TH 1-
PrlorrpTY Or
TNF_ A1;�CHITFCT
ANP NOT TO PF u5E12
Or, 1��pI�Oi�UC�f�
WITHOUT H15 Wpl-'TF-N
PFWAA 15510N
SSS 1 OR CLASS B
FROL STONE
JNE.
'ATCH BASIN
FAKE
NOTE - FABRIC MATERIAL SHALL BE 1/4- HARDWARE CLOTH
FABRIC DROP INLET PROTECTION
NOT TO SCALE
K
00
MAX. 2
1
SHAPE BORROW INTO EARTH BERM
SCE
STANDARD
SYMBOL
50' min.
EXISTING
PAVEMENT
EXISTING 3' S•�
GROUND
6" MIN.''
FILTER MOUNTABLE BERM
CLOTH TITI/IT:TTT T, (OPTIONAL)
TIT AAT XTTTTLT
EXISTING
PAVEMENT
CONSTRUCTION SPECIFICATIONS
1. STONE SIZE - Use 2" stone, or reclaimed or recycled concrete equivalent.
2. LENGTH - As required, but not less than 50 feet (except on a single
residence lot where a 30 foot minimum length would apply).
3. THICKNESS - Not less than six (6) inches.
4. WIDTH - Ten (10) foot minimum, but not less than the full width at points
where ingress or egress occurs.
5. FILTER CLOTH - Will be placed over the entire area prior to placing of stone.
Filter will not be required on a single family residence lot.
6. SURFACE WATER - All surface water flowing or diverted toward construction
entrances shall be piped across the entrance. If piping is impractical,
a mountable berm with 5:1 slopes will be permitted.
7. MAINTENANCE - The entrance shall be maintained in a condition which will
prevent tracking or flowing of sediment onto public rights-of-way. This may
require periodic top dressing with additional stone as conditions demand and
repair and/or cleanout of any measures used to trap sediment. All sediment
spilled, dropped, washed or tracked onto public rights-of-way must be
removed immediately.
8. WASHING - Wheels shall be cleaned to remove sediment prior to entrance
onto public rights-of-way. When washing is required, it shall be done on an
area stabilized with stone and which drains into an approved sediment
trapping device.
9. Periodic inspection and needed maintenance shall be provided after each rain.
OBTAIN BORROW FROM EXISTING GRADE
W �
EXISTING GRADE--\
2' MIN. —/RUNOFFco
a °o
1 3 MIN.
SEDIMENT
TEMPORARY DIVERSION BERM & DITCH
NOT TO SCALE
STABILIZED CONSTRUCTION ENTRANCE
NOT To SCALE
14 GUAGE 6"X6" (MAX. OPENING)
WELDED WIRE HOOKED ONTO PERFORMED
CHANNELS ON METAL POSTS.
ULTRAVIOLET RESISTANT (BLACK)
MIRIFI FABRIC OR EQUIVALENT SECURED
TO WIRE W/METAL CLIPS OR WIRE AT
12" ON CENTER.
MAX. SEDIMATE STORAGE LEVEL REMOVE
i SEDIMATE WHEN THIS LEVEL IS REACHED
OR AS DIRECTED BY CONSERVATION
- = INSPECTOR.
SHEET DRAINAGE (ONLY)
...... - - EXCAVATE 4"X8" TRENCH UPSLOPE FROM
SILT FENCE. CARRY APPROX. 12" OF
FABRIC INTO TRENCH, COVER W/SOIL &
TAMP BACKFILL.
ATURAL GRADE
CARRY 8" OF HARE INTO TRENCH.
METAL POSTS AT 10' O.C. MAX.
SILT FENCE
NOT TO SCALE
FLOW
CMP OR RCP
RIP -RAP APRON
DEPTH = 1 1/2 TIMES THE MAXIMUM
STONE DIAMETER, NOT LESS THAN 6".
FILTER FABRIC --- crr nnm upw
TYPICAL PIPE OUTLET
NOT TO SCALE
SURFACE AREA=LENGTH X WIDTH (L X
SEDIMENT STORAGE
VOLUME = 1800 C.F./AC.
SEDIMENT CLEAN -OUT' -
LEVEL = 1/2 DESIGN DEPTH
EXISTING GROUND —
FLOW —�
FILTER FABRIC
CREST OF
SPILLWAY
OUTLET
CV
� 2�M
in LL_
J q
�9
-f'
WIER SECTION
BASIN SECTION
WIER LENGTH
z
io
3' MIN.
5' MIN.
NO.
D
LA
d50
1
18"
10'
4"
2
18"
10'
4"
1.5' MIN.
FREEBOARD
EXTEND RIP -RAP TO STABLE GROUND
CLASS B
EROSION CONTROL STONE
N.C.D.O.T. #57 STONE (3/4" WASHED STONE)
FILTER - 1' THICK
TOP OF
DAM
FILTER FABRIC
SFB# WIER LENGTH
DISTURBED
DRAINAGE AREA
MINIMUM
SURFACE AREA
MINIMUM
STORAGE VOLUME
L
W
1 4.0'
0.8 AC.
1000 SF
1440 CIF
40'
25'
SEDIMENT FILTER BASIN
NOT TO SCALE
GENERAL CONSTRUCTION NOTES
1. FINISH GRADE TOLERANCES SHALL BE AS SPECIFIED IN THE SPECIFICATIONS.
THE LANDSCAPE ARCHITECT MAY MAKE GRADE CHANGES AS NECESSARY IN
THE FIELD WITHOUT EFFECTING THE UNIT BID PRICE FOR UNCLASSIFIED EXCAVATION.
2. UNLESS OTHERWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED
IN LAYERS OF 10" MAX. THICKNESS, WITH WATER ADDED OR SOIL
CONDITIONED TO THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY
A GEOTECHNICAL ENGINEER AND COMPACTED WITH A SHEEP'S FOOT ROLLER TO A
COMPACTION EQUAL TO OR GREATER THAN 95% OF THE DENSITY
OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE
WITH AASHO T-99 AS MODIFIED BY THE N.C.D.O.T., UNLESS SPECIFIED
OTHERWISE IN THE SPECIFICATIONS.
3. ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL
SHALL BE PLACED ON ANY AREA NOT CLEARED AND GRUBBED.
4. ALL SOIL EROSION CONTROL MEASURES REQUIRED BY THE GRADING
PLAN SHALL BE PERFORMED AFTER CLEARING AND GRUBBING AND PRIOR
TO GRADING. ALL EROSION CONTROL DEVICES SUCH AS SILT FENCES,
BALES OF STRAW, ETC., SHALL BE MAINTAINED IN WORKABLE CONDITIONS
FOR THE LIFE OF THE PROJECT AND SHALL BE REMOVED AT THE
COMPLETION OF THE PROJECT ONLY AFTER THE LANDSCAPE ARCHITECT'S APPROVAL.
IF DURING THE LIFE OF THE PROJECT A STORM CAUSES
SOIL EROSION WHICH CHANGES FINISH GRADES OR CREATES "GULLIES"
AND "WASHED AREAS", THESE SHALL BE REPAIRED AT NO EXTRA COST,
AND ALL SILT WASHED OFF OF THE PROJECT SITE ONTO ADJACENT
PROPERTY SHALL BE REMOVED AS DIRECTED BY THE LANDSCAPE ARCHITECT AT NO
EXTRA COST. THE CONTRACTOR SHALL ADHERE TO ANY APPROVED
EROSION CONTROL PLANS WHETHER INCLUDED IN THE CONSTRUCTION
PLANS OR UNDER SEPARATE COVER.
5, DISPOSABLE MATERIAL:
A. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM THE
SITE AND PROPERLY DISPOSED OF BY THE CONTRACTOR AT HIS
EXPENSE, UNLESS SPECIFIED OTHERWISE.
B. SOLID WASTES TO BE REMOVED, SUCH AS SIDEWALKS, CURBS,
PAVEMENT, ETC., MAY BE PLACED IN SPECIFIC DISPOSAL AREAS
DELINEATED ON THE PLANS. THIS MATERIAL SHALL BE SPREAD
AND MIXED WITH DIRT ELIMINATING ALL VOIDS. ALL THIS
MATERIAL SHALL HAVE A MINIMUM COVER OF 2". THE CONTRACTOR
SHALL MAINTAIN SPECIFIED COMPACTION REQUIREMENTS IN
THESE AREAS. WHEN DISPOSAL SITES ARE NOT PROVIDED, THE
CONTRACTOR SHALL REMOVE THIS WASTE FROM THE SITE AND
PROPERLY DISPOSE OF IT AT HIS EXPENSE.
C. ABANDONED UTILITIES SUCH AS CULVERTS, WATER PIPE,
HYDRANTS, CASTINGS, PIPE APPURTENANCES, UTILITY POLES,
ETC., SHALL BE THE PROPERTY OF THE SPECIFIC UTILITY
AGENCY, OR COMPANY HAVING JURISDICTION. BEFORE THE
CONTRACTOR CAN REMOVE, DESTROY, SALVAGE, RE -USE, SELL OR
STORE FOR HIS OWN USE ANY ABANDONED UTILITY, HE MUST
PRESENT TO THE OWNER WRITTEN PERMISSION FROM THE UTILITY
INVOLVED.
6. ALL INCIDENTAL CONCRETE USED IN GRADING WORK SHALL BE CLASS D
(2500 PSI).
7. IN THE EVENT EXCESSIVE GROUND WATER OR SPRINGS ARE ENCOUNTERED
WITHIN THE LIMITS OF CONSTRUCTION, THE CONTRACTOR SHALL INSTALL
NECESSARY UNDER DRAINS AND STONE AS DIRECTED BY A GEOTECHNICAL ENGINEER.
ALL WORK SHALL BE PAID BASED UPON UNIT BIDS, UNLESS SPECIFIED
OTHERWISE.
8. ALL DRAINAGE SWALES SHALL BE CONSTRUCTED ACCORDING TO DETAILS AND
SPECIFICATIONS SHOWN ON PLAN AND DETAIL SHEET.
ALL DITCHES ABOVE PROPOSED CUT SLOPES SHALL BE CONSTRUCTED PRIOR
TO EARTHWORK. CONSTRUCTION OF ALL GRASS DITCHES AND INSTALLATION OF THE
EROSION CONTROL FABRIC SHALL BE CONSIDERED INCIDENTAL TO
UNCLASSIFIED EXCAVATION.
9. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT
OF ALL UTILITY SURFACE ACCESSES WHETHER HE PERFORMS THE WORK
OR A UTILITY COMPANY PERFORMS THE WORK.
10, THE CONTRACTOR SHALL CONTROL ALL "DUST" BY PERIODIC WATERING
AND SHALL PROVIDE ACCESS AT ALL TIMES FOR PROPERTY OWNERS
WITHIN THE PROJECT AREA AND FOR EMERGENCY VEHICLES. ALL OPEN
DITCHES AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN
ACCORDANCE WITH THE SPECIFICATIONS.
11. ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED, FERTILIZED,
AND MULCHED ACCORDING TO THE SPECIFICATIONS. THE FINISHED
SURFACE SHALL BE TO GRADE AND SMOOTH, FREE OF ALL ROCKS LARGER THAN
3", EQUIPMENT TRACKS, DIRT CLODS, BUMPS, RIDGES AND GOUGES PRIOR
TO SEEDING; THE SURFACE SHALL BE LOOSENED TO A DEPTH OF 1"+ OR -
TO ACCEPT SEED. THE CONTRACTOR SHALL NOT PROCEED WITH SEEDING
OPERATIONS WITHOUT FIRST OBTAINING THE LANDSCAPE ARCHITECT'S APPROVAL OF THE
GRADED SURFACE. ALL SEEDING SHALL BE PERFORMED AS DESCRIBED
IN THE SEEDING SPECIFICATIONS.
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OWNER DEVELOPER: ~
BOULDER RETAINING WALL LEGEND ~ o
(SEE SHEET C1) REGIONS BANK Q v - ~
BIORETENTION PLANTING ARRANGEMENT SHOULD w U~
EXISTING TREES BE FIELD ADJUSTED AS NECESSARY BASED ON -NS 111 GREEN STREET, SE H - r ~ Z I GAINESVILLE, GEORGIA 30501 ~ z
TO BE SAVED BUILT CONDITIONS AND DIRECTION k3Y LANDSCAPE ARCHITECT. U ~ 770-503-2000 ~ ~ , (>J
~ Q l~ ~
/ - ~ 1-BN SEE DETAIL #8, SHT. C3 TYPICAL BIORETENTION SECTION 4-IG, 6 O.C. P EXISTING TREES TO BE SAVED ~ I
. ~ - I ~ 4-IG, 6 O.C. 3 IV, 3-IV, 8' O.C. ~ ~ w ~ W ~ ? o0
/ 3-CS, 8 O.C. \ ~ F- N d ~ 90-DC - X w S 00
1-C{~P 2-CAP, 8 O.C. 90-I 1-ACS = W ~
~ ~ U ~ ~ X
~ - 1-HV--~ X 200-DC ~ ~ 1-HV 60-DC m ~ _ ~ d
~ I - \ / I X PROPOSED LARGE SHADE TREES Q ~ ~ , I-1-
2-NS n z ~ I r--r
20 O.C. X _ W~ ~
X \ ~ i X 1 CAP nn ~ z X X L.L. Q ll7
~ x ~ X . U ~ O Q t--I ~
\ ~ ~ 1-BN " ~ CLJ
X ~ x _ X 1 CAP ~ X • U~ ~ X ~ w o X + PROPOSED SMALL TREES (n N ~ _ I
x I h ~ Q a Q ~D
- - - Z (lJ • Z o W
~ i ~ / • ~ z ~D L~
• X ' \ ~ U Q Q I- O ~ ~ ~ I
PROPOSED SHRUBS J = ~ 00
3 VD X X ~ . 8' O.C. 1-CAP ~ w ClJ a ? z ~
1-ACS ~
GRASS EDGE ~-FP _ W w ~ 1 FP SOD DRAINAGEWAYS GROUNDCOVER W
URB OPENINGS Q - ~ ~ AT C N ~
SOD DRAINAGEWAYS Q ~ U w c--1 + + r ~
AT CURB OPENINGS 3-IV, 8' O.C. + + m N
4-IG, 6' O.C. + + STREAM BUFFER AREA o Q.~ X + + w - " 0
PROPOSED 30' STREAM BUFFER EASEMENT: BIORETENTION PLANTING PLAN - INSTALLATION BY OTHERS) , _MENT: ~ J X Q-o ~
THE EASEMENT SHALL BE 30 FROM TOP OF ST TOP OF STREAM CHANNEL a m w = -
ON BOTH SIDES OF THE STREAM. + + a a ? ~ ~ _
SCALE: 1 "=10' + + + + PROPOSED BIORETENTION + + + +
+ + + +
+ + + + + + + ~
BIORETEN110N AREA SPECIFlCAl10NS: (BY OTHERS) BIORElEN11ON ~2 ~2 + + + + + + + + + + + + +
SEE ENLARGED PLAN ~N ~ + + + + + + + + + + + + + + + • • + + + + + + + + + + + + + + + + + + - PROPOSED GRASS AREA
SOIL BIORETEN110N 1 ABOVE.
F 4' DI EP SEE ENLARGED PLAN PLANTING SOIL SHALL BE A MINIMUM 0 ABOVE. + + + + + + + + + ~"~c + + + + + + + + + + + + + + + + + ~ + + + ~n + + + + + + + + + + + .
ON A 1' THICK SAND BED. PLACE IN MAXIMUM 18" LIFTS ~ +
AND LIGHTLY COMPACT. BOULDER RETAINING ~ + + ~ WALL (SEE SHT. C1) + + + +
SOIL COMPOSITION SHALL HAVE 10-25% CLAY AND SHALL BE EXISTING TREES , _ T- T - + + + + + ~ F + + + + + + + + + + + + + + + + + + + +
OF A SANDY LOAM OR LOAMY SAND TEXTURE. THE SOIL SHALL TO BE SAVED + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ~ PROPOSED MULCH EDGE F-~---------- - -
BE CLEAN AND FREE OF HARMFULL SUBSTANCES TO PLANT GROWTH. _ _ _ - _ _ _ ± ± ± ~
T THE FOLLOWING CRITERIA: + + + + + + + + + + + + + + + + + THE SOIL SHALL BE TESTED AND MEE + + + + + + + + + + + + + + + + + + + + ~ + + + + + + + + + + + + +~1+ + + + + + +
pH RANGE - 5.5-6.5 \ T + + + + + + + + 20' ALLY +(UNOPEiVED~ + + + + - ~ + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + t • + + + + + + + + + ~ + + EX1STHd SAN.
ORGANIC MATTER - 1.5-3.0% ~~f OF + + + + + + + + + + + + + + + + + + + + + MAGNESIUM (Mg) - 35 LBS/ACRE ~~fXj + + + + + + + + + + + + + + + + + + + + - F + + + + + + + + + + + + + + + + + EWE LINE SEEDING SPECIFICATIONS. H ?
PHOSPHORUS P205 - 100 LBS ACRE ~S~NG ~ ~ + ~ -r , + + + + + + + ( / IRON ~FI(~ N +6 ' ~`l #17 _ + + + + + + + + + + + + + i-~n / + + + + + H ~O~ + ~
POTASSIUM (K20) - 85 LBS/ACRE PIN + + + PIRI + + ~ ~ SEED MIX: HARD FESCUE 250 LB./AC. Q
SOLUBLE SALTS -NOT TO EXCEED 500 PFM ~ ~ + + + + + + + + + + + + + + + + + + + + + + + + +5~$ + { ~ CREEPING RED FESCUE 40 LB./AC. C~ F 5~$ + + + + + + + f + ~ FESCUE 10 LB. AC. + + + + + + + + + + + + + + + ~ • CHEWINGS /
PERFORM SUITABLE SOIL TESTS AS RECOMMENDED BY THE PROPOSED + + + + + + F ± ± ± + ± ± + _ - - RYE GRAIN 25 LB./AC.
DIVISION OF WATER QUALITY FOR BIORETEN110N AREAS) DUMPSTER _ _ _ _ + + _ + ± ENCLOSED BY FENCE ~ 5_FM ~ + + + + + + + + + + + ~ 1 CV + + + + + + + + + + + + + +I + ~>LM MILLET 10 LB. AC. (SPRING -SUMMER ONLY} + + + /
MULCH \ + + + + + + + + + + + + + + + + + + + + + 1-INS ~ ~ SEEDING DATES: AUGUST 25 -SEPTEMBER 15, OR MARCH 15 -APRIL 15
+ + + + + + + + + + + + + + ~ + + 1 + + + + _ f~ 1 KL (YEARLY VARIATIONS IN SEEDING DATES MAY VARY DUE TO EXISTING WEATHER PATTERNS.) F-- + + + + + ~ ~ LZ •~Q HPT ~
A 2"-3" MULCH LAYER SHALL BE PROVIDED ON TOP OF THE PLANTING SOIL. + + + + + + 1_~ + + + + THE MULCH SHALL INCLUDE SHREDDED HARDWOOD THAT IS SUITABLY AGED EXISTING ~ + + + + + + + + + + + + + + + + + + + ~ ~ OIL TESTS OR APPLY
AND FREE OF FOREIGN MATERIAL AND PLANT MATERIAL. A WELL AGED HOUSE ~ + + + + + + + + + + + + + + + + + + ~ ~ 1-QA SOIL AMENDMENTS: APPLY LIME AND FETILIZER ACCORDING TO S - - u+ + + + ~ I~~ 1 TON DOLOMITIC LIMESTONE PER ACRE, 200 LB. 18 46 0 PER ACRE, H
MULCH IS DEFlNED AS MULCH THAT HAS BEEN STOCKPILED OR STORED + + + + + + + + + + + + + NTHS. + + + + + + + + + ± FOR AT LEAST 12 MO + . • ~ ' P 100 LB. 10-10-10 PER ACRE. H + 0
1-TC + + + ~ • MULCH: HYDROSEED WITH CELLULOSE MULCH AND ADD NETTING ON STEEP SLOPES.
o PLANT MATERIAL • • • W • 5-SBA... 3-FIB ~ . U . •
2-IMBP ~ j + ~ ALL PLANT MATERIALS ARE TO CONFORM TO 'STANDARDS SET FORTH BY . • . . 3-PJ. v~ . ,
to j.- THE AMERICAN ASSOCIATION OF NURSERYMEN AND INSTALLED IN A 1=VB -FP GRASS EDGI: . _ _ _ _ _ EDGE Q~ . EXISTING 24° CULV.
WORKMAN LIKE MANNER USING ACCEPTED NURSERY PRACTICES AND 3-IG../ . 3-~ . • a _ . . ~ . - - _
STANDARDS. BOULDER RETAINING 1-~ ~ _ . ® . • - - CALL ULOCO I 1_KC . • - J
WALL SEE SHT. C1 ALL 4 PF.. . PLANTS SHALL BE PLANTED WITH THE SAME RELATION TO FINISHED ( ) 3 IGS • ~ . PRIOR TO DIGGING ~
GRADE AS THEY BORE TO EXISTING GRADE Al THE NURSERY. BAR. ~ 2-KCO 1-SBD 60-STELLA D'ORO - 'ORO DRIVE THROUGH ~ - - srEUA o 1-800-632 4949 ~
LOOSEN ROOTS OF ALL ROOT BOUND CONTAINER GROWN PLANTS PRIOR 2-IG ~ ~3-ICS DAYLILIES, 18" 3-FM.~.. / 1-PAH DAYLILIES, 18" O.C. • • ' • ' .
TO INSTALLATION. - / _ / 8-ICS 7-HFS - ~ GRASS AREA
TERIAL FREE OF PESTS ~ 4-FM ALL PLANTS MUST BE HEALTHY, VIGOROUS MA • in ~ . . ~ I I
AND DISEASE. ~ . / t--PF - 1-TC / . , ..y • _ 1 PAH 4.=IGS. . ° ~ .
EXIS .~R~P. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING SOIL TESTS % nNG S 1-I . 4_ FS . ' ~ I
TO DETERMINE LIME & FERTILIZER RE4UIREMENTS. • . O
1-PAH fr;BTCP, 3-ICS • ~ ~
PONDED AREA X _sN s-ICs ANNU 4-SBM 9-ICS 1-VP a
THE PONDED AREA SHALL HAVE A MAXIMUM DEPTH OF 6". (N:I:C:) _ _ _ _ _ 5-1VHG 3-KLR 4-AGS i ~lcs -4-AGS 3-RC 1-RHC - - /
TH AREA SHALL BE PROTECTED FROM SEDIMENT RUN-OFF DURING SITE 3-ICS 3-MB E _ 3-MB - / 1
_ 1F GRADING. 1-FA 1-FA SBM ~ / 1
3-AGS - E 3-SBD...... 3-AGS 3-H • EXISTING / ~ . .
A PROPER MAINTENANCE PLAN SHALL BE DETERMINED AND IMPLEMENTED 34 D 3-HC ON A REGULAR BASIS. 1 AR , d ° WALK / •
1-KLR 4-KLR 5-LF a. _ . _ . 5-IGS.. ° . a 5-LF • • EXISTING PINS .
3-KLR • 2-1VHG TO BE S9hlED /
a. • „ EXISTING 30 CULVERT 2-ICS . 1=AR 3-SgA... ~ 3-1G. /
3-IVHG. 7 - S . NOTE: 1=SN r-PF 2-sB . _ . _ _ 3~1CS . ~ .
- 1 IG ELAGPOIE 3-KL 1.=IVHG . ' /
3-ICS...' SEE SHEET C7 FOR PLANTING DETAILS AND PLANT LIST. 1 Tc ~ ~ • 3-SBM • ~ 3- 3M.•: 3-AGS 4-RHNZ _ / PROPOSED REGIONS BANK SIGN - FlELD LOCATE
2-1CS... fi=ICS.:... - 3-FM ~ ~ 3-SBM M ~ : • • • SEE ARCHITECTURAL DRAWINGS)
3=IGS 1-IG a . 2-SBD .S .1.36. ~_.A • /
° . . ° IRON R N / NAIL
• _ NOTE TO SITE CONTRACTOR: BAR • • . • . 1=PF • 7-PF ~ S
. 5 • S • / N COL ' S - . AN UAL OR \
_ _ SIGNATED TO BE • - - • EXISTING TREES THAT ARE DE • • ~ f • 5. S.. _ - L ~ N.LC. 0~ ~~DSC °°'L a ° • / ( ) ~~aO 'may.
SAVED ON THIS DRAWING SHALL BE PROTECTED - • • • • • ! s = . • • o-co BU ED 3 D ED . _ 1+CK... / , GRASS AREA ~ ~o ~1E ~ - _ _ °W 502 ~ =
DURING THE SITE CONSTRUC110N PROCESS BY . • - PRA . NE L BARRICADE AROUND THE - . INSTALLING A SUITAB E • • AGS TANK _ _ _ , y i
T tic.. . TREE OR GROUP OF TREES THAT WILL KEEP EQUIPMEN , -AB 1-CK a es
HICLES MACHINERY PERSONAL ETC. OUT 1 GRASS AREA COLOR sp ~ VE , , ~ ANNUAL ° 1 5N~~1" 6-FM _ - ~ : l i ~ O~° p 1-AB A ~ ' P NuM(~p
FROM UNDER THE DRIP LINE. (Nic)
GRASS AREA GRASS AREA G STREET ~ EXISTING MAPLE - - _ II 11~~ GRASS AREA 1_HpT TO BE SAVED ~ - _
SPRIN i~
1'I-I I S
npAVVI NG
15 11-I~ 0~-0~-2002
GRAPHIC SCALE
pt?Op~p1'Y 0~ BASE INFORMAl10N 20 p 10 20 40 80
-naC ne~-ul-rC~-r
59 bpAWWGS
AN P THIS SITE PLAN WAS PREPARED BASED ON TOPOGRAPHIC INFORMATION PROVIDED BY PAUL SCHMITT ARCHITECTURAL DESIGN STUDIO. I~ NO 1 O 13F U5~1~ PROPERTY BOUNDARY, EXISTING ROAD EDGES, EXISTING SANITARY SEWER AND OVERHEAD POWER LOCATIONS CULVERT AND STREAM ALIGNMENTS WERE
TAKEN FROM A PLAT TITLED "REGIONS FINANCIAL CORPORATION" BY SYLVESTER & COMPANY, PA., DRAWING NO. 4254, DATED JUNE 4, 2001 or, ~~~~onuc~n IN FEE" LANI~SC.~~
1 inch = 20 }t.
WITHOUT` N15 Wpl1'1r'F-N AND REVISED FEBRUARY 5, 2002.
P F- i--M15510N

- -
PLANTING MIX: PLANTING LIST ~
THE PROPER AMOUNT OF CLEAN AND COMPOSTED ORGANIC MATERI JNT OF CLEAN SOIL (OF SUITABLE TEXTURE) KEY N0. BOTANICAL NAME COMMON NAME SIZE ROOT ~ [U JRGANIC MATERIAL ALONG WITH FERTILIZER SPACING • ~ O
AND LIME SHALL BE MIXED IN PR( 3E MIXED IN PROPORTIONS AS RECOMMENDED cau~ER ~cNT cauoN ~f U ~
BY A SOILS TEST AND/OR GOOD AND OR GOOD HORTICULTURAL PRACTICE FOR AB 2 ACER BUERGERIANUM TRIDENT MAPLE 8'-10' Bdo6 AS SHOWN W U / I-
EACH PLANT SPEGES. ~ES. AR 6 ACER RUBRUM 'RED SUNSET" RED MAPLE 2 1 2" 12'-14' BdcB z / AS SHOWN =
CK 2 CORNUS KOUSA 'MILKY WAY SELECT' MILKY WAY DOGWOOD 8'-10' B&B AS SHOWN
CV 1 CHIONANTHUS LARgNICUS WHITE FRINGETREE 8'-10' BdcB AS SHOWN ~ ~ , N . ~ Q FA 2 FRANKLINIA AUTAMAHA FRANKIJNIA 8-10' Bd8
BRANCHING NOTE ON STAKING: STAKING AND GUYING ARE TO BE U ~I
HEIGHT _ INSTALLED ONLY AS NECESSARY AT WINDY LOCAl10NS AND SOIL DRAINAGE; w FP 3 FRAXINUS PENNSYLVANICA 'MARSHALL'S SEEDLESS' GREEN ASH 2 1/2 12'-14 Bdc6 AS SHOWN 1 . 1 ~ L~ ~ QR 2 QUERCUS RUBRA RED OAK 2 1/2" 12'-14' BdcB AS SHOWN LJJ O W d nn
(A.A.N. STANDARD) SHOULD NOT BE ROUTINELY DONE. IF IT IS NECESSARY TO STAKE ~N J lV CTOR SHALL DETERMINE IF THE PLANTING AREAS ARE QA t QUERCUS ACUTISSIMA SAWTOOTH oAK 2 t/2" 12'-14' BbB AS SNOWN - X 1.~1 S ~
AND GUY, CARE SHOULD BE TAKEN TO PROTECT BARK AND WIRES THE LANDSCAPE CONTRACTOR SHALL DE' SHOULD BE REMOVED AS SOON AS POSSIBLE. WELL DRAINED OR IF UNDERDRAINAGE IS )ERDRAINAGE IS REQUIRED. IF IT IS DETERMINED THAT TC 3 TSUGA CANADEN~S CANADIAN HEMLOCK 8'-10' B&B 15' O.C. I W ~
THE SOIL HOLDS WATER AND PROPER DF RUBBER HOSE PRESSURE TREATED GOOD PLANT HEALTH, THE GENERAL CON AND PROPER DRAINAGE CANNOT BE ACHIEVED FOR ~ U ~1 ~ x IE GENERAL CONTRACTOR AND OWNER SHALL BE NOTIFlED _
SECURED WITH 2X2 STAKE AND A PLAN TO REMEDY THE PROBLEM 'THE PROBLEM WILL BE ADDRESSED. ~ ~ ~ d
NUMBER 12 GAUGE (3 STAKES PER TREE) I ~ AGS 18 AZALEA 'gRARD'S SCARLET' AZALEA (gRARD) 3 GAL CONT. 3' O.C. Q ~
PLIABLE GALVANIZED WIRE BTCP 6 BERBERIS THUNBERgI 'CRIMSON PYGMY DWARF BARBERRY 3 GAL CONT. 3' O.C. ~ H
CD 10 COTONEASTER DAMMERI BEARBERRY COTONEAS 3 GAL CONT. 4' O.C. W N
GRADE AT WHICH ~ Z FM 27 FOTHERgtLA MAJOR 'MT. AIRY' FOTHERgLU 3 GAL CONT. 4' O.C. ~ " Q
TREE GREW HAA 3 HYDRANGEA ARBORESCENS 'ANNABELLE' ANNABELLE HYDRANGEA 3 GAL T. 4' O.C. Q H ~o
AT NURSERY HPT 6 HYDRANGEA PANICUUTA 'TARDIVA' TARDIVA HYDRANGEA 7 GAL CONT. 8' O.C. ~ ~ (lf Ur ~
3" CLEAN SHREDDED PINE BARK MULCH PROPOSED TREE PLANTING (SEE TREE PLANTING DETAIL) HQ 3 HYDRANGEA QUERCILFOUA OAKLEAF HYDRANGEA 3 GAL CONT, 5' O.C. c0 W O
SAUCER OF PLANTING MIX PREPARED PLANTING SOIL 3" CLEAN SHREDDED PINE BARK MULCH H it HYPERICUM FR M ' RST T, ' 0.. " ' N ~ - FS ONDOSU SUNBU ST. JOHN'S WORT 3 GAL CON 3 C Q ICS 58 ILIX CRENATA 'ST01(ES' STq(E5 HOLLY 3 GAL CONT. 3' O.C. ~ a
Z IG 20 ILEX GUBRA INKBERRY HOLLY 5 GAL CONT. 6' O.C. Z p W
IGS 15 ILEX GLABRA 'SHAMROCK' SHAMROCK HOLLY 3 GAL CONT. 4' O.C. ~ DETAIL Q a I- O
MIRIFl 140N FlLTER FABRIC PROPOSED SHRUB PLANTINGS (SEE SHRUB PLANTING DETAIL) - I=~ 11- ) v I IMBP 2 ILEX MESERVAE 'BLUE PRINCE' BLUE PRINCE NOLLY 7 GAL 8' O.C. ~ (11
-III (COMPLETELY WRAP WASHED STONE) SOIL SAUCER -USE TOPSOIL PREPARED - - TOTALLY REMOVE WIRE BASKET ~ ~ W j INS 1 ILD(X NEWE R. ST"VENS NEWE STEVENS HOLLY 5'-6' B&B AS SHOWN ~ ?
PLANTING MIX = PEEL BACK TOP ~ CONC. CURB & GUTTER = IVHG 11 ITEA VIRGINICA 'F~NRYS GARNET' LARgNIA SNEETSPIRE 3 GAL CONT. 4' O.C. ~ Z _ CQ
-I I ~ I- - ~ _ 1/3 OF BURLAP SLOPE FOR =1 ~ i-I I - I I- TYPICAL ALL DRAINAGE DRAINAGE - • - ( ASPHALT PAVING ~ KL 2 KALMIA UTIFOLIA MOUNTAIN UUR0. 0`-38' BdrB 8' O.C. vj ~
- - SLOPE FOR I I-III ' I- B&B PLANTS) r W ~ KLO 2 KALMIA UTIF0UA 'OLYMPIC FlRE' HYBRID MT. LAUR0. 3 GAL BdcB 5' O.C. w ~ Q -
- - - - --I \ \ \ - -I = I =1 I I I I -I \i\i\i\i \r\r\i\i\ r\rr\rr\rr\r r\i\r\i\i -II.-.III rrrrr KLR 14 KALMIA UTIFOUA 'ROYAL DWARF' HYBRID MT. UUR0. 3 GAL B&B 3' O.C. r=/i ~
I-I~-II-~~~_II ~ ~ , ,~-D° ri ri ri ri ri ri r ri ri ri ri r r r lF 5 LEUCOTHOE FONTANESIANA DROOPING LEUCOTHOE 3 GAL CONT. 4' O.C. V W } ~
MINIMUM MB 3 MAHONIA BEALEI LEATHERLEAF MAHONIA 3 GAL CONT. 5' O.C. 0]
r/ r/ r/ r/ r/ r/ r/ r/ / r/ r/ r/ r/ r/ r/ r/ r/ r/ \r\r\r\r\r\r\r\ \r\ \ \ \ r\r\r\r\r\r\r\r\r\\ od.~ X PJ 3 PIERIS JAPONICA JAPANESE ANDROMEDA 3 GAL CONT. 5' O.C. LJ . N 0
12 MINIMUM \ \ r rr rr rr rr rr rr rr ~ rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr DEPTH PREPARED r\r\r\r\r\r\r\ r\r\r\~\r\r\r\r\r\r\r\r\r\r\r\r\r\~\~\r PF 14 POTENTILU FRUTICOSA BUSH CINQUffgL 3 GAL CONT. 3' O.C. ~ _J x Q.O
PLANTING MIX \\r\\r\\ \\r rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr r r rr r RC 3 RHODODENDRON CALENDUUCEUM FUME AZALEA 0"-36' BBB fi' O.C. d. m W = _
COMPACT TO PREVENT \r\r\r\r\r\r\ \r\r\r\r\r\r\r\r\r\r\r\r\r\r\r\r\r\r\r\r \ RHN2 4 RHODODENDRON HYBRIDA 'NOVA ZEMBLE' HYBRID RHODODENDRON 3 GAL CONT. 4' O.C. p' O 1 d. ~ 0_ _
SETTLEMENT rrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr \r\r\r\r\r\r\ \r\r\r\r\r\r\r\r\r\r\r\r\r\r\r\r\r\r r\r \\r\\ RHC RHODODENDRON HYBRIDA 'CHINOIDES' HYBRID RHODODENDRON 3 GAL CONT. 4' O.C. SBA 8 SPIRAEA X BUMALDA 'ANTHONY WATERER' ANTHONY WATER SPIREA 3 GAL CONT. 4' O.C.
/r /r /r /r / / /r /r /r /r /r /r /r /r /r /r /r /r /r /r /r /r /r / TYPICAL TREE PLANTING DETAIL \r\r\r\r\ \ \r\r\r\r\r\r\r\r\r\r\r\r\r\r\r\r\r\r r SN 8 SP~tAEA NIPPONICA 'SNOWMOUND' SNOWMOUND SPIREA 3 GAL CONT. 4' O.C.
58D 20 SPIRAEA X BUMALDA 'DOLCHK;A' DOLCHICA SP~EA 3 GAL CONT. 3' O.C.
N.T.S. SBM 14 SPIRAEA X BUMALDA 'MAdC CARPET MAJIC CARPET 5PIREA GAL CONT. 3' O.C.
3/4° WASHED STONE 12" DEEP VB 2 LABURNUM X BURKWOODII BURKWOOD LABURNUM 5 GAL CONT. 6' O.C.
VP 1 VIBURNUM X PRAGENSE PRAGUE VIBURNUM 7 GAL CONT. 8' O.C. I
PROPOSED 4" DIA. 5LOTTED DRAIN PIPE m
~ DE 34 DRYOPTFTtIS FRYTHROSORA AUTUMN FERN QUART CONT. 16" O.C. w ~ P 1
~ l_A
PREPARED SUBSOIL -COMPACT TO PREVENT SETTLEMENT m w
~ PAH 4 PENNISETUM ALOPECUROIDES 'HAMELN' DWARF FWNTAIN gTASS 1 GAL CONT. AS SHOWN I--- ` a J
PLANT ISLAND UNDERDRAINAGE SHALL BE THE RESPONSIBILITY OF THE 60 HEIEROCAWS HYBRDA STELU D'ORO DAYI.ILY 1 GAL CONT. 18' O.C. W
GRADING CONTRACTOR AND SHALL BE INSTALLED IN ALL PLANT ISLANDS THAT CONTAIN
IMPERVIOUS SOILS THAT HALL NOT ALLOW PROPER DRAINAGE FOR PLANT GROWTH AND HEALTH. ~ ~
H
BRANCHING NOTE ON STAKING: STAKING AND GUYING ARE TO BE HEIGHT INSTALLED ONLY AS NECESSARY AT WINDY LOCATIONS AND h-i
(A.A.N. STANDARD) SHOULD NOT BE ROUTINELY DONE. IF IT IS NECESSARY TO STAKE
AND GUY, CARE SHOULD BE TAKEN TO PROTECT BARK AND WIRES BIORETENTION AREA PLANT LIST - (BY OTHERS)
SHOULD BE REMOVED AS SOON AS POSSIBLE. TYPICAL PARKING LOT PLANT ISLAND KEY NO. BOTANICAL NAME COMMON NAME SIZE ROOT SPACING
RUBBER HOSE N.T.S. CAIPER HEIGHT GALLON
SECURED WITH PRESSURE TREATED NUMBER 12 GAUGE 2X2 STAKE
PLIABLE GALVANIZED WIRE (3 STAKES PER TREE) NOTE ON STAKING: STAKING AND GU11NG ARE TO BE ACS 2 AMEUNCHIER CANADENSLS SHADBIAW SERLACEBERR 8'-10' BdcB AS SHOWN
INSTALLED ONLY AS NECESSARY AT WINDY LOCATIONS AND w BN 2 BETUU NIGRA RIVER BIRCH 2 1/2' 12'-14' BBB AS SHOWN H FP 1 FRAXMKJS PENNSYLVANICA 'MARSHALL'S SEEDLESS' GREEN ASH 2 1/2 12'-14 B&B AS SHOWN I---I
TOTALLY REMOVE WIRE BASKET SHOULD NOT BE ROUTINELY DONE. IF IT IS NECESSARY TO STAKE NS 3 NYSSA SYLVAIICA BUCK TUPELO 2 1/2" 12'-14' B~CB AS SHOWN
PEEL BACK TOP AND GUY, CARE SHOULD 8E TAKEN TO PROTECT BARK AND WIRES 1/3 OF BURLAP GRADE AT WHICH SHOULD BE REMOVED AS SOON AS POSSIBLE. I ` ~ I
(TYPICAL ALL TREE GREW L.LJ CAP 6 CLETHRA ALIFOUA 'PINK SPIRES' CLETHRA 7 GAL CONT. 8' O.C.
AT NURSERY RUBBER HOSE SECURED B&B PLANTS) 4MTH #12 GUAGE PLIABLE ~ m CS 3 CORNUS STOLONIFERA RED OSIER DOGWOOD 7 GAL CONT. 8' O.C.
CORNER OF ROOT SYSTEM TO BE AT LINE OF GALVANIZED 4KRE. ~ HV 1 HAMAMELIS VRGfNANA COMMON WITCIIHAZ0. 7 GAL CONT. 8' O.C. x
ORIGINAL GRADE ~ IG 12 ILEX GLABRA INKBERRY HOLLY 5 GAL CONT. 6' O.C.
3" CLEAN SHREDDED PINE BARK MULCH \ / ~ ~ IV 8 ILEX VERTiC~.I.ATA COMMON WINTERBQtRY 5 GAL CONT. O.C. I
~ PRESSURE TREATED FIRMLY FORM SAUCER USE TOPSOIL 2X2 STAKE VD 3 VIBURNUM OENTATUM ARROWWOOD LABURNUM 7 GAL CONT. 8' O.C. -1 N
( ) TAKES PER TREE ANGLE OF REPOSED VARIES WITH STEEPNESS (3 S ) W
PREPARED OF SLOPE AND SOIL TYPE. ~ DC 350 DESCHAMPSIA CAESPITOSA TUFTED HAIRGRASS QUART CONT. 18" O.C. a Q!
PLANTING MIX //VA//VA// ~ //VA \ c~
SAUCER OF PLANTING MIX
\ GRADE AT WHICH
\//V/~~/ V// //V//V//V//~\ V//\ TREE GREW AT NURSERY GENERAL NOTES
3" CLEAN SHREDDED PINE BARK MULCH 1. ALL PLANTS SHALL BE PLANTED IMTH SAME RELATION TO FlNISHED GRADE AS IT BORE TO EXISTNG GRADE AT NURSERY.
12" MINIMUM
DEPTH PREPARED 2. PRUNE NEWLY PLANTED TREES IN ACCORDANCE WITH STANDARD HORTUCULTURAL PRACTICE TO PRESERVE NATURAL CHARACTER OF PLANT. PRUNING SHALL BE DONE WITH CLEAN, SHARP TOOLS.
PLANTING MIX I
COMPACT TO PREVENT _ - _ : I = -I I ~ TOTALLY REMOVE WIRE BASKET - -I: SETTLEMENT - - REMOVE TOP 1/3 3. B&B PLANT MATERIAL -COMPLETELY REMOVE WIRE BASKETS AND AFTER PLANT IS PLACED IN HOLE, CUT AND REMOVE BURLAP
I- PREPARED A. OF BURLAP -I I FROM TOP 1/3 OF BALL.
TYPICAL TREE PLANTING DETAIL ON SLOPE PLANTING MIX {~{N li 4. ALL PLANT MATERIAL IS TO BE FULLY GUARANTEED FOR ONE YEAR FROM FNAL ACCEPTANCE.
.I I N.T.S. ( ~ ~ 1= 12" MIN. 5. ALL PLANT MATERIAL IS TO BE INSTALLED IN A WORKMAN LIKE MANNER USING ACCEPTED NURSERY PRACTICES AND
- - ~ STANDARDS.
-1 ~ I-~ I I~ I.~ I I I 6. ALL PLANT MATERIALS ARE TO CONFORM TO STANDARDS SET FORTH BY THE AMERICAN ASSOCIATION OF NURSERYMEN.
NOTE ON SLOPE PLANTING: COMPACTED i I-Ili ~ i ~ PLANTING MIX
SHRUB AND EVERGREEN TREE PLANTINGS ON SLOPE ARE SIMILAR TO ABOVE DETAIL FOR TREE PLANTING ON SLOPE. 7. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FlNDING OUT WHERE UNDERGROUND UTILITIES ARE TO AVOID DAMAGE TO THEM DURING PLANTING.
TYPICAL EVERGREEN TREE PLANTING DETAIL 8. EXCAVATION NEAR EXISTING UTILITIES TO BE CAREFULLY DONE BY HANG.
3° CLEAN SHREDDED PINE N.T.S. LAWN AREA SHREDDED PINE BARK MULCH 10. THE LANDSCAPE CONTRACTOR WILL BE HELD RESPONSIBLE TO ANY DAMAGE TO EXISTING UTILITIES CAUSED BY HIS WORK.
GRADE AT WHICH PLANTING OR MULCHED AREA TREE GREW 11. LOOSEN ROOTS OF ALL ROOT BOUND CONTAINER GROWN PLJWTS PRIOR TO INSTALLATION.
SAUCER OF PLANTING MIX AT NURSERY 12. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEEASE.
MULCH WITH 3" ,~N CARS 13. PLANT BEDS, NOT SHOWN AS LAWN AREAS, SHALL BE MULCHED WITH 3° OF CLEAN, FRESH, & WELL SEASONED SHREDDED ~°°°°°pNDS°°°~i~~';
CLEAN SHREDDED PINE BARK TOTALLY REMOVE WIRE BASKET PLANTS ~o°p~' Cgcp;L PINE BARK MULCH. ;
_ PEEL BACK TOP W = _ oa; ° ° 14. THE LANDSCAPE CONTRACTOR IS RESPONSIBE FOR VERIFYING ALL QUAN1111ES SHOWN ON THESE PLANS, BEFORE PRICING THE or 5OZ ~
I I I; -1 = ~ ~ I,~ 1 3 OF BURLAP 3" CLEAN SHREDDED PINE BARK MULCH o I ~-III=` - - / ~I~I - WORK. y oN ~
I ~ I, TYPICAL ALL h, I I, I ~I I ~I I I_ - ( ~ I - i ° i7 e°° ~~r
- B&B PLANTS) PREPARED TOPSOIL -I -II.::;:.:;;:.;.;:.:::. 6' MIN. DEPTH ~ - _ g 1I - EXISTING GRADE 15. THE LANDSCAPE CONTRACTOR IS RESPONSIBE FOR CONDUCTING SOIL TESTS TO DETERMINE LIME & FERTILIZER REQUIREMENTS. °°°~:~,1~;;~ p,~ NLIM[~p 1NG GRADE ~'~,p p.~~`
- - PREPARED ~ OR GRADE OF RADE OF 16. ADJUSTMENTS TO THE LOCATION OF PROPOSED PLANT MATERIAL AS SHOWN ON THE DRAWING MAY BE NECESSARY DUE TO S IW,~~`
I S 6" MIN, =1 I `-I ~ NOTES: PLANTING AREA i ~ PLANTING MIX _ _ /r - - TING AREA FINAL BUILT CONDITION.
• 1. TRENCH EDGER DETAIL SHALL nt?AWING-,III: ~ I I= COMPACTED ~ BE USED AT ALL LAWN EDGES & 17. PROPOSED TREES IN GRASSED AREAS SHALL HAVE A 6 DIAMETER MULCH RING INSTALLED AND MAINTAINED AROUND THE TRUNK. ~
_ _ I I I~ I I_ I I I i I J I-III I I _
1 rN~ PLANTING MIX ~-lc ® EDGES OF MULCHED AREAS 18. THE LANDSCAPE CONTRACTOR SHALL DETERMINE IF THE PLANTING AREAS ARE WELL DRAINED OR IF UNDERDRAINAGE IS REQUIRED. ~;'v7w
3" FOR CONTAINMENT PI?Or rPIT' or 6" MIN. IF IT IS DETERMINED THAT THE SOIL HOLDS WATER AND PROPER DRAINAGE CANNOT BE ACHIEVED FOR GOOD PLANT HEALTH, THE O~-04-2002
GENERAL CONTRACTOR AND OWNER SHALL BE NOTIFIED AND A PLAN TO REMEDY THE PROBLEM WILL BE ADDRESSED.
TNT Af?CHI-lr-C-r 2. TRENCH EDGER SHALL CREATE EARTH SUBGRADE A CLEAN SEPARATION BETWEEN
ANn N01'1'0 13F U5Fn TYPICAL SHRUB PLANTING DETAIL AREAS WITH SMOOTH, EVEN ONES
O N.T.S. TYPICAL GROUND COVER PLANTING (AS INDICATED ON THE PLANS). r: r?r-I~I?ObLICr-n 511 PpMVINC15
WITHOUT H15 MITTEN N.T.S. TRENCH EDGER DETAIL N.T.S.
PF- P--M15510N

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PROVIDE CONTRACTION JOINTS AT 10' INTERVALS ~ ~q ~
IN CONCRETE CURB. 1" X 8" ,PRIM - - _ ~ (lJ ~ I- O
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SCALE: 1 "=1'-0" PLYWOOD) SECTION VIEW LL IIII-~IIli~llll = W W
3/4" PLYWOOD - - - - - a ' o ~ - ~ =1I I I I-111 I I-11 I I ~111I ICI I- -1I I I I_I I I I ICI I I I-1I I I~ N~
FACE OF CURB BACKING 2"X4"CAP " " IIII~III ~IIIIJIIII~ I~IIIIJIIII~II - - -IIII =_=_-_=1111 ~ W
t X6 VERTICAL BOARDS IIII III ~IIIII VIII- IIII~Iiill_III - - m N
PROVIDE CONTRACTON JOINTS AT 10' INTERVALS 6" 6" X 6" POST - - ' - - - - - - - - " Illli IIIII~ 00-^ X _ I~IIII - - W ~ N O
2 X 4 TRIM BOARD IN CONCRETE CURB. ~I I I I I I I_I I I I I I I I ~ J x
1'_0' - - - - - - - - - - - -RIP TO SIZE (SHALL COVER EDGE OF PLYWOOD) PROVIDE 1/2" EXPANSION JOINTS AT INTERVALS 11111= IIII=1 I-11111 a m 4' " MI . - - W=
NOT TO EXCEED 50', AT THE ENDS AND MID-POINT PLAN VI A EDGE OF GATES 11111 II-IIII VIII= ~ o
OF RETURNS AND AT RIGID STRUCTURES. EW T GATE " " 1 X 8 TRIM BOARD 11111- 11111=1 = a a a ~ _ I-11111 - PLANTING SOIL ~
5" 1" RADIUS I ASPHALT PAVEMENT -11111 I~IIIII _ -I SEE SHEET C6 -LANDSCAPE PLAN
1 1 2" RADIUS 2" X 4" CAP 10'-6" O.C. / 11111= I I ~ 1~ 1111 FOR BIORETENTION AREA SPECIFICATIONS
- 1"X6" 2"X4"CAP - 1" X 8" TRIM BOARD ~I I I I I I I=11111 11111=
6„ iii-- 4 VERTICAL BOARDS " " I I I I a~ 6 X 6 POST IIIII~ I=11111 " " = 1'-0" MIN... = SAND BED x s PosT I-11111 -
- --..y t' X 8" TRIM BOARD _ IIII ~ I-IIII
I ~ ~ T-HIN E 3 A Q " " G ( E -T-HIN E 3 A H D x-1111 11~1~11~1~11~11_I 1111 1111~1111~11~11111 11111 G ( E C ~ E) _ - - - - -
- D a 6" 1 X 6 VERTICAL - " III~IIII~IIII_II E o ~l II- - - _
' a BOARDS - 1" X 6" DIAGNOL I X 6" DIAGNOL BRACE II ~ U
a a a 1" X 8" TRIM BOARD , 4" = 111 UNDERDRAIN (SEE SHT. C4, GRADING PLAN FOR LOCATION - )
4 -0" BEYOND - 4 PERFORATED PIPE IN WASHED STONE BED WRAPPED IN
_ 1" X 8" TRIM BOAT - CABC - F1l1ER FABRIC MIRIFI 140N . SLOPE TO DAYLIGHT. X 8 TRIM BOARD i -6 MIN. ( )
3000 PSI CONC. ~ , ~ ~ ~ ~ , 3/4" PLYWOOD d CURB & GUTTER _ 1'_6~~ -I I BACKING ~ , BIORETENTION AREA
- FlNISI FlNISHED GRADE ~ ~
u " i~
1 X 4 TRIM BOARD _ F--i H
COMPACTED SUBGRADE HASP LATCH t" X 4" TRIM BOARD NOT TO SCALE Q
U
SECTION VIEW AT GATE CANE BOLT 1" X 8" TRIM BOARD
INLET DEFLECTOR: (3' WIDE) INLET DEFLECTOR: 3' WIDE Q ( )
DRAINAGE AWAY FROM CURB ( ) B'-0" FORM GROOVES IN CONC. GUTTER FORM GROOVES IN CONC. GUTTER TO DIVERT STORM WATER INTO TO DIVERT STORM WATER INTO
SCALE: 1 "=1'-0" ELEVATION AT GATE OUTSIDE FACE CONC. CURB & GUTTER BIORETENTION BASIN. CL BASN BIORETENTION BASIN.
ER Z
1/2" EXPANSION JOINTS FILLED WITH $ ~ H 3'- 4- 4- - F„,I
eAac of a~Re ~
CURB & GUTTER PREMOULDED JOINT MATERIAL & JOINT SEALER PAINTED SOLID WHITE 1'-0" 2
30' ~ W
3000 PSI CONC. PAD WITH STIFF BROOM FINISH. NOTE ON FENCING: U A 000000 I
ALL SCREWS, NAILS AND OTHER FASTENERS SHALL BE HOT DIPPED 'F 00000 ~ 0
- 6" THICK 3000 PSI CONC. PAD GALVANIZED FOR EXTERIOR USE. ~ so' 3 -7
- - 4 - =a~ 6" X 6" W4.0 X W4.0 WWF ALL WOOD SHALL BE PRESSURE TREATED SOUTHERN YELLOW PINE. i
- i ~ 4 FACE OF OF GUTTER ___I
' ~ ~ n ~ ~ ~ . 2'-4" ~ STANDARD CURB dt GU
4 ~ 2" 4 D ~ ~ - - -
, Q-- CURVE WF CURVE WHERE ~ CURB TRANSITION AT CURB INLET
a ~ INDICATED ° a a o INDICATED ON PLAN ~
- o a a
_ 8" CABC - -
° FRAM, GRATE dt HOOD BY 1-o FN~NSH GRADE TiNDALL 123-000 OR APPROVED EQUAL
SCALE: 1/2"=1'-0,~ -III' _ COMPACTED SUBGRADE ~ ~
ASPHALT
-III- ~ i ~-1 I I-
_ TOP GRATE
I- - - - ELEV. AS NOTED -I ~ - -
NQTE: SCALE: 3/4 -1 -0 I- -
SCALE: 1"=1'-O" PROVIDE 1/2" EXPANSION JOINTS FLLED WITH - PRECAST CONCRETE BOX
PREMODU)ED JOINT MATERIAL & JOINT SEALER (20' O.C. MAX. AS ' N11H KNOCKOUT PANELS
SHOWN ON PLAN} AS MANF, BY T~AII OR APPROVED EQUAL
PROVIDE I/2" DEEP SCORE JOINTS AT 5' O.C. WITH ROUNDED EDGES
AS SHOWN ON PLAN.
4 6" SCH. 40 PVC DRAIN UNE WALKWAY SHALL MEET TOWN OF HIGHLANDS STANDARDS AND A 4" THICK CONCRETE WALK W11H STIFF BROOM FNISH AND 2" SMOOTH 1ROWELED BORDERS.
BROOM FINISH SHALL BE PERPENDICULAR ~
CONCRETE CATCH BASIN 2' S4UARE FINISHED GRADE SPECIFlCATIONS. BI ( ) T~ WITH CAST IRON GRATE TO TRAFFlC FLOW.
FOR ROOF DRAIN OVERFLOW _ _ _
=III=1 III=1 I 1=III=III=1I 1=
III=III I 1=III=III=III=III=1 6 X 6 - W2.9 X W2.9 WWF CENTERED ~T STONE
=III= I = 3000 PSI CONCRETE 6" SCH 40 PVC - _ I I IN WALK THICKNESS. , -I 1 -
ROOF DRAIN UNE _ _ _ o o I= 1/4"/FT CROSS SLOPE 1 /2" EXP. JT. - 0 0 0 0 0 0 0 0 0 0 0 0 -
ICI=III III -ooooo0000000 - - 000000000000000000000000 -
I=III=~ - - - - _ o a I1= _ , ° CONC. CURB & GUTTER - -
COMPACTED = 111=III-III=III=III=III=III II . - -I 11= ~ I I- fi`r'-` ° I - - ~uunn~ ~~r
SUBGRADE UNDER CATCH BASIN - - - - - - - I = = ~ ~ ~ ~ ° ~ ~ ' ~ III o a o III d ~ ° , - - ~ I- NuMl~p A
11= II- - o ` , COMPACTED SUBGRADE ~,°.°.,RO ~ PNDS ;
~I~ ~ - II o o a III - y - ° a
11= II nl?AWING - r 4 D oW ~s ~ 502
III a a a III _ _ S ~N~ 11= I I- - - 4 0 , S aN ~
NOT ~ III III 4" WASHED STONE SHED STONE ~ ` O~J'0~'2002
II= _ - = II= COMPACTED SUBGRADE BASE _ ''~~A s wP`~~'' I~U~-08'05'02
11~1~ ~?CN11~C1" III=1 1=III III-111-III NCT To SCALE i i n - e... . ~ i 11 v n
AA iVl 1. Illw'.Y/1 nY. ~ li'Y.V1
nlvv ivv i i v yr u?r v ( 7 CONCRETE WALK DETAIL
OI,pG PP0~UC FILTER FABRIC #57 WASHED STONE I. ~n COMPLETELY WRAP DRY SUMP IL ~loo ~ vU~ 1 wNG~s ~
WITHOUT H15 MI-'T'F-N DRY SUMP 2 SQUARE X 3 DEEP, SCALE: 1"=l'-O"
PF- f?MI5510N ~ 3
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