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_ DRAINAGE & GRADING STRUCTURAL. PLAN SW-1
~I j ~ ^ ~ . - - - PLANTING PLAN sW-2
• , I I I I I I I I ' ~ , i DETAIL SHEET SW-3
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~ _ ~ i SUPPLEMENTAL SHEETS: - -
. i / 1 f 1 f 1 r OVERALL PLAN 1
- - ~ I SITE PLAN 2
;~r ~ ~ I ) l _ _ ~ I ~ - ~ I DRAINAGE PLAN (1) 4.1
• r i ~ i% ` ~ ' /i ' ~ DRAINAGE PLAN (2) 4.2
- ~ _ ~ ~ - F GRADING PLAN (1) 5.1
j-- ~ ~ GRADING PLAN (2) 5.2
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WE~IDELL FALLS ®EVELC~P~ENT~ LL~ ORIGfNAL SUBMITTAL DATE: E ~ (}7/14/2008
O ~ ~ m ~ ~ 5660 SIX FORKS RnAD
a ~ ~ 5660 SIX E~RKS ROAD ~
I SURVEYORS 1TE 202 ENGINEERS I PLANNERS SU # D R 5 SUITE #202 REVlsla~vs:
~ J
a y 111 MacKenan Drive Ca North Carolina 27511 tel. [phone] fax: [phone] www.wither~ ~ RALEIGH NC 27609 ry, www.withersravenel.com RALEIGH, NC 27609
m~ rn or_ ~ c~nn
kv IV) ou 1-JLvy
s [phone]
ATfN: MIKE JONES ATTN: GREG FERGUSON WAKE COUNTY P.I.N.: 1773-05-0057
ZONING DISTRICT: PUD
s

HANDWHEEL ELEV.
TRASH RACK• EARTHEN BERM EMERGENCY SPILLWAY
OUTLET STRUCTURE SEE DETAIL (SEE DETAIL} EL. r 213.50
5' 60'L BROADCRESTED
= 213.0 MIN. WEIR EMERGENCY TOP OF BERM ELEV. 5 SPItIWAY
HANDWHEEL ELEV. = 211.35 '-III-1 I I I it 1=I I I~ I
EMERGENCY SPILLWAY CREST ELEV. = 212,50 , 10 W AQUATIC' SHELF ® 10:1 SLOPE - - - - - - (TOP OF RISER) =1 11=111=111=1 EL. = 212.5D I=111=III= _,~~-Ii~_Ii1=1I =1iL`Iii~li{~ITi ii-iii. G~
ELEV. 209:00` TO 210.00' BERM;; 6O'
. . '`31 'SECTION „
7Qp OF RISER ELEV. = 21'1.35 2 LF - 4 DIA. INVERTED DIP SIPHON ED 5" ) ON
NON-WOVEN GEOTEXTILE FABRIC SHALL 3, 10' X 10' ©
NORMAL POOL ELEV. = 209.50 O BE PLACED AROUND EACH JOINT OF - RCP BARREL IN 2' WIDE STRIPS NWSE = 209.50
UPPER INV. DIP SIPHON - I1 CENTERED ON JOINT, (PREOI;AST SEGTIONS) 6" DIA. PLUG VALUE (SEE EMERGENCY .SPILLWAY OUTLET STRUCTURE
1 10 BARREL {FES) J J 1 MATERIAL SPECIFICATIONS) N.T.S.
1 INV. OUT = 201.00 1 2 Lf - 4" DIA. €NVERTED DIP SIPHON N ,n 1
,y., ~ NOTE: SKIMMER MAY VARY SLIGHTLY VEN
WATER TIGHT GASKET SEAL FROM ILLUSTRATION SCREEN ACCESSIBLE THROUGH DOOR
3 'r? FOREBAY •y. ~ 62 LF - 54" RCP 0-RING RCP ~ 1.6t~ CL. III RCP) ( a
DRAIN INV. EL . = 203.00 °
WATERTIGHT SEAL TO BE PROVIDED j o 54" RCP 0-RING RCP
° DRAIN TRASH GUARp (SEE DETA€L) AT RISER BARREL INTERFACE ~ 1 1 NCDOT CIASS "2" RIP-RAP Q Q ,
BARREL 1 ~ 45'Lx49.50'Wx27"THICK ~ r
INLET PIKE INV. IN = 202.00 DIP INV. (SEE CONSTRUCTION BARREL iNV. IN = 202.0 " FLOAT
4 LF - 6" DIA. DIP ANTI-SEEP COLLAR (X2) SEEP COLLARS ELEV. = 203.00 PLANS FOR INFORMATION) TO BE SPACED AT 1T O.C. {SEE DETAIL).
6" DIR. PLUG VALVE {SEE COLLARS SHALL BE PLACED A MINIMUM " ' d• d Q a 4• O
QUTLET STRUCTURE OF 2 FEET FROM PIPE JOINTS. 4 LF - 6 DIA, DIP 5' DIP Q M . a• • •
.MATERIAL SPECI~ICATfONS) MIN. KEY TRENCH {SEE BERM
CONCRETE ANTI-FLOTATION BLOCK SOIL AND COMPACTION F' 14, FLEXIBLE JOINT RREL PIPE LONGER THAN SHOWN
SEE OUTLET STRUCTURE DETAIL SPECIFICATIONS) ( ) C€RCULAR CONCRETE ;ONCRETE OUTLET ENR; GONNEGTION NOT INCLUDED WITH SKIMMER
NOTE: ANTI-FLOTATK)N BLOCK TION BLOCK TO OUTLET PIPE OR RISER SUPPLIED BY USER
RISER BARREL, SKIMMER AND OUTLET .PIPE SHALL BE INSTALLED PRIOR TO
THE BEGINNING OF OVERALL SITE GRADING AND SHALL BE UTILIZED AS A SEDIMENT CONTROL DEVICE DURING ROADWAY AND UTILITY CONSTRUCTION. STORMWATER YY[ ?ATER WETLAND OUTLET STRUCTURE DETAIL EMERGENCY SPILLWAY
PERMANENT DAM CROSS SECTION ONCE SITE HAS BEEN STABILIZED AND` GRADING IS COMPLETED THE BASIN N.T.S. N.T.S.
N.T.S. SHALL BE CLEANED OUT AND STABILIZED. THE SKIMMER DEVICE SHALL BE REMOVED.
CONSTRUCTED WETLANDS DESIGN
6.3 DIA. REBAR RING POND OUTLET STRUCTURE NOTES: i ,r' )
4.1' D€A. REBAR RING 1. 54" RCP OUTLET BARREL SHALL BE CLASS 111 RCP MEETING THE REQUIREMENTS OF ASTM C76, THE ~ ~ ~ / , ~ r / / I ~ ~ i / ~ 1 DIMENSIONS ELEV. (FT.)
PIPE JOINTS SHALL BE MORTAR OR FLEXIBLE PLASTIC TYPE JOINT. ~ I ~ / ~ ~ ~ 1 / / ~ ~ ~ 1 I NORMAL POOL 33,600 SF 209.50 ' 1 t 1 ! 1 / I /I l 1 ( POND BOTTOM 15,188 SF 203
1 H T 1' X 1' 1. M ING ASTM G-478R & AASHTO M-199 ~ 2. THE MAN OLE OU LET RISER SHALL BE 0 0 D , EET 1~ /
MONOLITHIC BASE. THE MANHOLE JOINTS SHALL BE ASTM C-443 RUBBER GASKET JOINTS. MANHOLE E I I .,,e~,,, 11 ~ / l~ / i r ! 1 ! ~ TOP OF DAM WIDTH 5' 213:50
JOINTS SHALL. BE SECURELY ANCHORED TOGETHER TO PREVENT SEPARATION. CONTRACTOR IS ~ I " , „ RESPONSIBLE FOR DESIGN OF THE MANHOLE SECTION ANCHORING SYSTEM. ~ ~I I f ~ ~ / 1 ( ~ / 1 ( ! 1 EMERGENCY SPILLWAY WIDTH 60' 212.50
6.3 LFx2"x2 xt 4" ANGLE 2 6 j 1 I 1 i 1 1 ! 1 I 1 ( 1~ 1 YEAR STORM SIPHON 4" 209.50
3. OUTLET STRUCTURES SHALL BE PROV€DED WITH STEPS 1'-2" ON CENTER. STEPS SHALL BE IN ~ / j ~ I I / ~ / ~ / 1 1 1 1 1 1 ~ RISER -DIM AND TOP 10' X 10' 211.35
ACCORDANCE WITH NGDOT STD. 840.86. ~ 1~ ~ ~ I ~ 1 ~ I ! t 11 ~ j ~ ~ i ~ ~ OUTLET PIPE SIZE AND INVERT IN 54" RCP 202.00
ELEV. = 211.35 ~ i PR T f ~ TOP OF RISER g 1 ~ 4, CONCRETE ANTI-FLOTATION BLOCK SHALL BE INTEGRALLY ATTACHED TO R15ER BASE 0 EVEN f ~ I t j 1 l i ( ~ ~ ~ OUTLET PIPE LENGTH AND INVERT OUT 62 LF 201.00
RI R K PARATION OR PRECAST AS THE EXTENDED BASE OF THE MANHOLE DURING FABRICATION. / ~ SE /BLOC SE , IF THE CONCRETE ANTI-FLOTATION BLOCK IS CAST SEPARATE FROM THE MANHOLE ASSEMBLY THE r, ( I ~ 1 ~ 1 ~ I ll { Il I 1 ~l I ` I ANIT-SEEP GOLLAR SIZE $.5' X 8.5' N/A
~4 REBAR CONTRACTOR SHALL BE RESPONSIBLE FOR ANCHORING THE ANTI-FLOTATION BLOCK TO THE MANHOLE ~ I I i t 11` I 4 3 1 ~ I I ~ I DRAIN PIPE DIA. AND INVERT 6" 203.00
(TYP.) 6' RISER ASSEMBLY. f ~4 REBAR ~ ~ I ~I l i 1 1 I i I ~ I f 1 t I t 1
10 / ' a a OUTLET STRUCTURE MATERIAL SPECIFICATIONS: / 1
a.73' / 1
P. i. ALL POURED CONCRETE SHALL BE MINIMUM 3000 P51 (28 DAY) UNLESS OTHERWISE NOTED. ~ ~
" / 2. GEOTEXTILE FABRIC FOR THE 54 RCP OUTLET BARREL JOINTS SHALL BE AMOCO STYLE 4553 ~
11' R P N N N- VEN NEEDLE PUNCHED OR APPROVED EQUAL NON-WOVEN FABRIC ~ ~ POLYP 0 YLE E 0 WO ( ) - ~ ~i ~ ~ ~ 1
THIS SECTION OF TRASH RACK ~ l ATI N VIEW RM I AN COMPACTION SPECIEICATiONS: , t I Il I I I I I I t~ I I a I~ 1 Jl l
To BE HINGED r0 ALLOw BE SO L ( j , ~ , ACCESS {OPENING TO BE HINGE 10' X 10' BOX j "r ~ ~ / ~ ~ } ~ 1 ' ~ T0~ Ell 2 5 I + ~ 1 I f
A MPA T T AT ~''~r• CENTERED OVER THE STEPS) RISER i. ALL Flll SOILS FOR BERM SECTION SHALL BE CLEAN, IMPERMEABLE MATERIAL ND CO C ED 0 y,~ _ ~ ~ / / ~ it ~ I ~ ~ ~ ~ ~ I 1 / if ~ i I 1 I
LEAST 95X STANDARD PROCTOR MAXIMUM DRY DENSITY, AT OPTIMUM MOISTURE CONTENT. NO BLASTED ~ . , ~ ,N.••"'"'"" I„/ " MATERIALS SHALL BE USED IN THE EMBANKMENT CONSTRUCTION. SOILS SHALL NOT EXH[BIT SIGNIFICANT i' l~ .N~'N,..-~:w -,r.r.._._. ~--~~."".~i~rl~ i ! / ~ I ~l ~ ~ ~ ~ 1 D ALL ~ I I ~ f j ~
SHRINK SWELL OR DISPERSNE CHARACTERISTICS. ON-SITE GEOTECHNICAL ENGINEER SHALL APPROVE ~ ~ • y
THE SOILS FOR PLACEMENT WITHIN THE BERM SECTION. THE GEOTECHNICAL ENGINEER SHALL ALSO ~ ~ , , ~ PAD LOCK SPECIFY THE METHODS TO BE USED FpR PLACEMENT OF FILL. IF ADDITIONAL USES PLANNED UPON THE ~ ,M,~,,, i ~
BERM SECTION BUILDINGS ETC. THE GEOTECHNICAL ENGINEER SHALL SPECIFY SOILS SUITABLE FOR , i'' ~ - / ~ 1 ~ ~ y ~ .I 1
THAT ADDIT ON L USE. i
2. IN ALL FILL AREAS OF THE BERM, A SOILS COMPACTION TEST SHALL BE CONDUCTED EACH 2500 SQUARE ~ ~ ~ j'~ f''" r 204 ~ , ' r o~ ~ ~ / J ~ , ~ 1 `
F ET PER VERTICAL FOOT OF FILL %i ~Q ' r ~ ~ ' 20' E . 20 -~O~ - - `2'06 ~ i l r`.
3. A KEY- TRENCH IS TO BE PROV€DED IN ALL FILL AREAS. TRENCH TO EXTEND A MINIMUM OF FNE FEET
P I F R K TR NCH SHALL MEET ALL REQUIREMENT OF r ~ J ~ ~ BELOW EXISTING GRADE. SOILS AND COM ACTON 0 EY E ~ _,,f ~ 21 ~ ~ ' ~ ~ ~ i I 1 l , l r OP EL,E~. 21 / ~ !
#4 REBAR WELDED ~1 ABOVE. l ~ ~ ~ (TYP.) {sEE NOTES) _ , ~ _
4. NO TREES Of ANY TYPE MAY BE LOCATED ON THE BERM SECTION. ~ ' ~ r`J i r ~i ~ d - _ ~ _ .f' ~ ELEV. z15' { I r / ~ ! 1 (r ' •I 'T I
Z~ T T X A I M 8" LIFT. EACH LIFT SHALL BE CONTINUOUS FOR THE r l ~ TOP OF DAM 213.50 - r- - ~ t I 1 / / . 23.2_ ° ~ ~ / ~ / 1 ' f ~ I
5. FILL PLACEMEN SHALL NO E CEED MAX MU / ENTIRE LENGTH DF EMBANKMENT. BEFORE PLACEMENT OF FILL FOR THE BERM SECTION, ALL ~ / ~ ~ "
UNSUITABLE MATERIAL SHALL BE REMOVED AND THE SURFACE PRQPERLY PREPARED FOR FILL PLACEMENT. ~ / ~ i - ' =~--210 ~ ~ ~ ~ ~ I I ~
1 ~ ~ ~ BMP SHALL BE CONSTRUCTED WITH A CLAY LINER TO PRDH€BIT INFILTRATION. ~ / / ~ 6. ~

STATEMENT OF RESPONSIBILITY; ~ ~ ~ ~ ~ 6.0 4 / ~ ~ ~
TY F TH / ~ r , ~ r r~ 1. ALL REQUIRED MA€NTENANCE AND INSPECTIONS OF THIS FAC1L€TY SHALL BE THE RESPONSIBIL€ O E / 1 ~ r r~ ,~LUJ ~ 204' _ ' ~ ~ ~ ~ ~ / / ( r 1 .
LAN Vl W WENDELL FALLS SUBDMSION ASSOCIATIONS, PER THE EXECUTED OPERATION AND MAINTENANCE , ~ , ~ ~ /tie / ~ /
AGREEMENT FOR THIS FACILITY. ti ~ ( ~ \ ~ I .
NOTES: ` ~ ~ ~ O ~ ' i r ~ i
~ \ \ \ \ ~ N t*f ~ 1. ALL REBAR TO BE ~4 REBAR. \ \ I
2. ALL REBAR ANp ANGLES TO BE GALVANIZED W€TH A BITUMINOUS COATING. \ ~ \ \ }
A { "x "x1 4" ANGLES SHALL BE WELDED TO THE REBAR TRASH WETLAIDS ` \ 3. THE HOT-PIPPED, GALV N ZED 2 2 / \ \ RACK. ONCE WELDED THE ENTIRE ASSEMBLY SHALL BE PLACED ONTO THE MANHOLE RISER _ " CONCRETE ANTI-FLOTATION BLOCK \ 60~1NDARY \ ~ 4 LF 6 DIA. DIP _ E TION \ ~P) ` \ ~ \ 1 \ ~
WITH ANGLES SITTING DIRECTLY ON TOP OF THE RISER. /SEE CROSS S C ~ 1 U " " n " l ) \ \ \ \ 0 1 _ ~ ! ~ !
z 4. GAPS TO BE NO SMALLER THAN S X6 OR LARGER THAN 12 x12 \ " \ \ ~
BOLT 5 (TYP.) ~ \ ' ~ ~ \ \ ~j \ \
~ \ ~ ~ ~ 3 1 ~ ~ \ \ a „ ~ , \ 27
m "x A IRON TRASH RACK ABOVE 2 ` ~ ~ ~0 \ \ - ~ 2 2 NGLE ( ) j ~ 0 , ~ ~ \ ~ 1
o ANCHOR TRASH RACK TO RISER WALL WITH FOUR EQUALLY SPACED ~ ~ \ \ ~ r ~ I
~ HOT-DIPPED GALVANIZED STEEL CLAMPS. EACH CLAMP ATTACHED i0 MANHOLE PR A T TIDN ~ \ " ~ ( E C S SEC ) \ ~ \ \ ' ~ 1 ~ \ ~ , , 1 FOREBgY'~ ~ ~
$ RISER BY 2-3 xt/4 CONCRETE ANCHOR BOLTS EACH CLAMP TQ BE COATED j ~ ` \ \ N W A BITUMINOUS COATING. 2 ' ~ \ \ \
~ ? \ I t cv i ~ ~ I
7
TALL \ \ \ \ \ a TRASH RACK DE " ~ PROP. RARCELBQU{~D~ ~ ~p \ \
~ N.T.S. 17 ~ \ ~ ` NF \ (Y\~ \ \ \ ~ \ ~ \ \ ~ ~ ~0 ~ 1 I I r ,M N N N ` `
~ \ \ ~ \ \ t \ \
a \ \ \ ~ \ \ #4 REBAR iv / ~ ~ ~ ~ \ \ \
12" O.C. EACH WAY 1/2" PREFORMED JOINT 4"x 4" 6 6 WELDED WIRE ~ ~ \ ~ \ \ ~ \ \ , \ \ 1` \ \ ~ \ \ \ ~ ~ ~ 1 1 r~
R 1 " I E ~ 1~ ~ ~ ~ ON\ m FILLE , 2 WD FABRIC (EACH SIDE & \ ~ \ \ F~
c TOP) 6" ~ \ ~ ,~~~~'"""""j,.`„ \ \ ~ ~ . ~ ` ~ \ \ \ \ ~ 20F
a ~r' 6 REBAR PERIMETER " ~ 6 DIP \ % ~ ~ ~ ~ * \ o FRAME 2'x x2' ~ ~ ` \ \ N~F\ \ \ \ - \ \ ~ \ ,
a ( 2 } ~ ~ \ ~ ~ \ \ ~ \ \ \ ~ 208, ~ \ wAl~ col.liiTY _ \ \ \ \ \ ` \ . \ \ ` ~ \
# ~ ~ 3000 PSI CONCRETE ~ ~ ~ ~ P! \ PI # 17G3~84-1b77 \ --tom \ \ \ \ \ ~ \ \ \ \
\ DB'12 0 PG12S~ \ \ ~ \ - aeaaooacoaoega@ \ $M 200T PG 199 \ \ ~ \ \ \ ~ \ \ \ \ \ \ ~ \ \ \ ~ • ~ ~ ~ ~ ~ ~ ~ oom~Q°'(N ° ~rl~~ ' ~OQOCa
~ ~ ~ \ ~ ~ ~ \ \ ~ \ \ ~ ~ ~ \ \ \ ~ X13' \ ~ 1 , ;~°~aQa°nEESSr q`'~n
3 ~ WETLANDS
o ~ BOUNDARY ~ ~?Q5 a 2000 PSF MIN. ~ ~yP}
~ BEARING CAPAC€TY EEL NATION - ~ \ BENEATH COLLAR S T10N F R ! I ATA ~ ~ - - - - ~ - _ - - . ~ ~ ~ STREAM CHANNEL \ ~ \ \ \ ~ ? \ . \ \ . \ _ z _ ~ - ~ . ~ o o a S
SEE BMP SECTION 0 S Z NG D - - N ° o o ~ °°F~'G I N~4'~°°° o°
1 1! WET POND GRADING PLAN tiF°°°~~°°°°'~
AI TRA H ARD DETAIL A TI- P L AR 6 DR N S GU TYPICAL N SEE COI. ° ' tloe~~0°0pooo po 1" = 30 ?I ~"1
N rs N.T.S.
v
3 I
0 N0. Revision Date B Designer Scale
KLJ SEE SHEET DRAINAGE & GRAD N RADING STRUCTURAL PLAN Sheet No.
9 Drawn BY Date i WENDELL FALLS SF-1 5 WITHERS RAVENEL
N JAC 07/14/2008 ENGINEERS I PLANNERS 1 SURVEYORS S w- 1
Checked By lob No. BM y BMP # 15.1 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenef.com
KW 0205260.19 city County North Carolina X

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5 • " , SCE ~ / ;r~ t 1! I /;1/ I ti~ ~ ~ \ I I ~ I~ I t
P. - • . ~ ' -NORMAL POOL LrNF LANDSCAPE ISLAND B Gtl' } - ti P.} . ~ ri ~ 1 / / / ~ / I 1~,b 1 I I t 2jG ! ~ rl 1 I ~ 1 f
1 5, ~ 1r,. ,~..r. ~ i S i ~ !
• CAM "
~ 8 LANDSCAPEISLAND'C` (lYP.)
5 18 EPU PVI
E JEF IVE ~ AQ ' ~ - ~ , ~r _ ~ - 204 ~ ~ / / / ~
f i ~ 1
LAND CAPE I5LAN D A ~ - • ~Q _ , - i / / ~ 1
LANDSCAPE ISLAND'A' PLANT LIST y' ' i - ' ' ~ ~ ~ ~ ~ / / / ~ 1 7
- ~ II
KEY gUA. BOTANICAL NAME COMMON NAME SIZE SPACING I ~ ~ / / ~ ~~y~ ~
AIN 1 ASCLEPIAS INCARNATA SWAMP MILKWEED 3 GAL. CONT. ~ ` / /i r ~ i OKEBERRY 7 GAL CONT. I ~ ~ / f ~ ~ O,
AAR 1 AROMA ARBUTIFOLIA RED CH I ~ ? , ` ~ ~ Al. CONT. ~ ~ {L CAM 1 CORNUS AMOMUM SILKY DOGWOOD S G ~ 1 ~ ~ / ~ ~ i ~ ,
EPU 3 ECHlNACFA PURPUREA PURPLE CONEFLOWER 3 GAL.. CONT. J' , ~ / / ~ CFL ~ i ` l I J ~ / r ~ J~
1 ERYNGEUM A UATiCUM MARSH ERYNGO 3 GAL CONT. i / ~ ~ ~ / EAQ 4 " f I
HCO 3 HIBISCUS COCCENEUS RED.HIBISCUS 3 GAL CONT. 30 O.C. ~ / ~ ~ /j / 18 IRIS VERSICOLOR SWEET FLAG 4" P07S 18" O.C. ,~I 1 / IVE 1 " C ~ ~ ~ ~
LSP 8 UATRIS SPICATA BLAZING STAR 4 POTS 8 0.. ~ / / ~ ,26"5 ~ ~'2~Q4 ~ 1 ~ ~ / / / / ~
RDINAL FLOWER 4° POTS 38" O.C. l ~ ~ ~ ~ LCA 10 LOBELIA CARDINALIS CA f . / , / f r JEF 5 JUNCUS EFFUSUS SOFT RUSH 3 GAL CONT. 3 O.C. ~ ~ ~ /yam _ , f ~t f ~ f
PVl 4 PAN3CUM VIRGATUM SWITCH GRASS 3 GAL CONT. 3' O.C. ~ ~ I ~ I
n a % ~ ~ 1 PCO 25 PONTEDERIACORDATA PICKERELWE~O 4 POTS 18°O.C, ~ , ~ ~ n
ll7k~a S 1°Alt 4 P015 tai O.C, ,p ' ~CF SAURURUS C~RNUUS / ~ \ V A \ A \ . \ ti NNC~I ~ ~ r l
I \ \ \ ~ \ t / \ \ g ~ \ \ ~ \ ,
16 ~ ~ \ \
scE ~ ~ ~ \ \ ~ ' SCE ~ \ \ \ \ \ ~ \ ~ ~ ? ~ 16 ~ ~ \ \ \
~ 1~ ~ ~ \ \ \ \ ~ ~ C PCO ~ \ \ 1
PCO ~ \ ~ 1 \ \ ~2 \
~ \ \ \ j0' 50 LF ~ ~ \ \ \ \
1•. \ ~ o \ \ \ \ f ~
~ \ \
I 4 1 ` \ ~ i
\ \ • • - NORMAL POOL 1fNE ~ \ ~ \ \ \
w. ,_~l, ~ \ ~ \ ~ \
~ ~ \
- - - - - ~ ~ ~ P \ \ \ ~ LANDSCAPE ISLAND. A (TY ~ \ ~ ~
9 ~ _ ~ a \ \ ] 5 3 f ~ ? \ \ \ ~ \ \ ~ ~p ~ ~
KVI RCO SNU KVI ~ ~ ~ ~ ~ ~ \ \ \ ~ ~ ~ \ \
~ ~ ~ ~ ~ ~ ~ 2~3 ~ ~ ~ ~ }
OA 4 6 4 / ~ 1 \ ~ \
SNU OA CST / / ~ ` ~ ` ~ \ \ ~ LEL LBE / / ~ ~ ~ \ \ \ \
/ 1 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 208. - - - _ ~
LAND B / ~ , ~ ~ ~ ~ LANDSCAPE IS , ~ \ ~ \ ~
SCALE: 1" ®1D' / ~ ~ ~ , ~
LANDSCAPE l5LAND'B' PLANT LI57 / / \ ~ ~ ~ ` ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
/ _
/ ? ~ '
MMON NAME SIZE SPACING ~ ~ KEY ~ BOTANICAL NAME CO _ / ~ ~ ~ T SOCK SEDGE 3 GAL. CONT. 3' O.C. ~ ~ ~ ~ 5 -
CST 4 CAREX STRICTA US i CEPHANLANTHUSOCCIDENTALIS BUITONBUSH 7GAL.CONT, f COC \ -
7GAL. CONT. ~ J ~ _ ~ - ~ _ - _ CRA 1 CYRILLA RACEMIFLORA TITI
KVi 16 KO$TELETSKYA VIRGINICA MARSH MALLOW 3 GAL CONT. 24" O.C. ~ ' ~ \ \ SPICE BUSH 5 GAL CONT. LBE 1 L{NDERA BENZOIN ~ - - - 1 - - ~ ~
LEL 1 D LOBELIA ELONGATA BLUE LOBELIA 3 GAL. CONT. / - = ~ ;
OLDEN CLUB 4" POTS 18" O.C, i ~ \ OAQ 20 ORONTIUM AQUATICUM G ~ /
PCO 32 PONTEDERIA CORDATA PICKEREL WEED 4" POTS 18" O.C. ~ r- RCO 5 RHYNCHOSPORA COLORATA WHITE TOP 5EL>GE 3 GAL. CONT. 3' O.C.
SNU 7 SORGHASTRUM NUTANS INDIAN GRASS 3 GAL CONT. 3' O.C. WET POND PLANTING PLAN
SCE 21 SAURURUS CERNUUS LIZARD'S TAIL 4" POTS 18" O.C. 1" = 30' ,
10
ACO
10
7 5CE GENERAL NOTES: TREES PLANT LIST
ACO ~ 1 ] SOR i. THIS PLAN IS FOR PLANTING PURP05E5 ONLY. FOR INFORMATION RELATED TO
GRADING, WALLS, ETC., REFER TO THE SITE AND GRADING PLANS. PCO KEY g„UA. BOTANICAL NAME COMMON NAME 51ZE
14 50 LF 2, ALL PLANTS AND PLANTING PROCEDURES SHALL MEET OR EXCEED A.A.N. STANDARDS AS SET FORTH IN "AMERICAN NURSERY STANDARD STOCK",1986 OR LATER EDITEON. ABU 4 ACER RUBRUM RED MAPLE 2"-2.5"CAL. BNl 3 BEEULA N1GRA RIVER BIRCH 2"-2.5"CAL.
SCE ~4 3. WETLAND SHALL BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION. CFL 1 CORNUS FLORIDA DOGWOOD 3 "-1.5" CAL,
PCO 4. OUTLET DEVICE SHALL BE PROTECTED DURING GRADING OF WETLAND ZONES. 5. OPTIMAL PLANTING SEASON IS FROM EARLY APRIL TO MID JUNE. IOP 5 ILEX OPACA AMERICAN HOLLY 1 "-1.5"CAL,
, ~ " • • 6. IF PLANTING IS DEFERRED UNTLL PLANTING SEASON, THEN AREA SHALL BE STABILIZED 5 ~ • • .
" WITH A WET HYDROSEED MIX. 7. OUTLET DRAIN VALVE SHALL BE OPENED NO MORE THAN 3 DAYS PRIOR TO PLANTING - - - -NORMAL POOL LINE
w AND FERTILIZED,
$ 8. PLANTS SHALL BE WATERED IN ACCORDANCE WITH NURSERY INSTRUCTIONS. 5 z 9. AFTER PLANTING, OUTLET DEVICE SHALL BE CL05ED. IF NO PRECIPITATION WTTHIN 7
o _ _ _ IFU DAYS OF PLANTING, PLANTS SHALL BE WATERED WEEKLY WITH THE EQUNALENT OF 0.5" 11
INCH OF RAINFALL ' IFU 1 S S
~ 1 ATU
STO 8 PBR 1
c COC STO CLAY LINER: WETLAND PLP o ATU 3 5 1 THE CLAY LINER FOR THE CONSTRUCTED WETLAND SHALE BE AT LEAST 1Z" ~ WETLAND PLANTING NOTES: 1. TOPSOIL STRIPPED FROM SITE MAY BE USED FOR BEDDING MATERIAL,
CAM SPECIFICATIONS: 1. TOPSOIL o IGL OC[ THICKAND MEETTHE FOLLOWING HOWEVER HOWEVER LOCAL 501LS AND ON SITE SOILS MAY NOT BE SUITABLE FOR
r + UNIFIED SOIL CLASSIFICATION SYSTEM DESIGNATION OF CL, CH, WETLAND v ML,SC WETIAND PLANTS. PRIOR TO INSTALLATION OF BEDDING SOIL,,
, , LANDSCAI LD LANDSCAPE ISLAND C MINIMUM OF 40°k PASSING#20oSIEVE SOURCE T LANDSCAPE CONTRACTOR SHALL SEND SOIL SAMPLES FROM SELECTED SOURCE 70 EITHER NCRS OR THE NC STATE AGRICULTURAL EXTENSION
3 SCALE: 1" - iD' + MINIMUM PLASTICITY INDEX OF 12 FOR SOIL FOR SOIL ANALYSES.
~ + MAXIMUM PARTICLE SIZE NOT TO EXCEED 1 WCH Z. DO NOT P 2. DO NOT PLANT AT OR NEAR RISER STRUCTURE DRAW DOWN DEVICES.
• MAXIMUM PERMEABILITY OF 2.5X10-5 CM/SEC (0.035 IN/HR) 0 ~ LANDSCAPE ISLAND `C' PLANT LiS7 • A MINIMUM OF 2 TESTS OF EACH ABOVE PARAMETER SHALL BE
TERIAL AND SUGGESTED N ¢ COMPEETED BY THE CONTRACTOR ON THE LINER MA SUGGESTED NURSERY:
a v PRESENTED TO THE ENGINEER FOR APPROVAL. MELLOV MELLOW MARSH FARM, INC
KEY UA. BOTANICAL NAME COMMON NAME SIZE SPACING ie' ~ • COMPACTION TO A MWIMUM OF 93°I° PER ASTM D698, AND 131 Z W( p ACO 17 ACORUS CALAMUS SWEET FLAG 4" POTS WITHIN 3°k OF THE OPTIMUM MOISTURE CONTENT (1 1312 WOODY STORE ROAD
° FLY WEED 3 GAL. CONT. SILER Cf Q ATU 13 ASCLEPIAS TUBEROSA BUTTER COMPACTION DENSITY TEST PER 2500 SQ. FT.} SILER CITY, NORTH CAROLINA 27344 aooocN'C°~°p~°ovcoo
a COC 1 CEPHALANTHUS OCCIDENTALIS BUTTONBUSH 7 GAL. CONT. THE CLAY LINER SHALL BE PLACED UNDER THE BOTTOM OF THE WETLAND (NOTE: oo~ ~oa~~pEES Ar op ppppp (NOTE: NURSERY 15 SUGGESTION ONLY. CONTRACTOR MAY Ol
CAM 1 CORNUS AMOMUM SILKY DOGWOOD 5 GAL. CONT. o AND UNDER THE SIDE SLOPES. A CLAYISOIL MIXTURE MAYBE USED IF THE SUBSTIT a IGL 3 ILEX'GIABRA 1NKBERRY 3 GAL. CONT. 3 O.C. SUBSTITUTE ANY OTHER LOCAL NURSERY WITH NATfVE SPECIE5.) g e p " $ A
e, IFU 19 IRIS FULVA COPPER IRIS 4" POTS t8" O.C. ABOVE SPECIFICATIONS ARE SATISFIED AND WITH WRITTEN APPROVAL BY THE ~ ENGINEER. p "
OCI 5 OSMUNDA CINNAMOMFA CINNAMON FERN 3 GAL CONT. 3' O.C. p " G O p 0 ~O
PBR 5 PINCKNEYA BRACTEATA FEVER BUSH 3 GAL. CONT. 3' O.C. PCO 41 PONTEDERIA CORDATA PICKEREL WEED 4" POTS 18" O.C. ~y" Of. p OpPp~~aC ""a ~Eo~~~~oOgO
5CE 24 SAURURUS CERNUUS LIZARD'S TAIL 4" POTS 18" O.C. °p. FrH ~ Eo
5T0 2 SPIREA TOMENTOSA HARD HACK SPIREA 5 GAL. COM. 50R 2 SYMPHORICARP05 ORBICULATUS CORALBERRY 3 GAL. CONT. 3' O.C. ° a ~ °p~ooaooao °0~
GRAPHIC GALE .
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No. Revision Date Designer Scale
N BP AS NOTED a ~ prawn By Date WENDELL FALLS SF1 5 PHASE 1 WITHERS RAVENEL Sheet No.
PLANT BP 07/14/2008 N .A~( I rTI~f t G PLAN ENGINEERS I PLANNERS I SURVEYORS "W~2
Checked By Job No.
i Wake County North Carolina KU 205261.19 Wendell 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax; 919467-6008 www.withersravenel.com
Y

NORTH P.MERICAN GREEN
CSI SPECIFICATIONS +A*i!t#**}**#kii+
Single Photodegxadable Net Straw Fiber Erasion Control alanket alanket
STRAW FIBER EROSION (North American Green S75)
YP. , CONTROL BLANKET T 1. Matrix. 100a agricultuzal straw,
mn:'wt. 0:50 lbslyd2 _(0.27 kg7m2}
2. Netting: Top side only: lightweight degradable in (1.27 cm)
_ ~ 4.00 Polypropylene with opening sizes of 0.50 in (1.27 cm) EL. 2 3. Stitching: Degradable thread on 1.50 in (3.81 cm} centers centers
4. S75 is Available with the Following Physical Specifications Fez 5 I 5 . ficatians Fez Roll
---I [English Units (Metric Unzts)J
~1 ~ 1 16.0 ft 4.I Width 9.0 ft(1.20 m) 6.6'1 ft(2.03 m} ( 16.0 ft(4.87 m)
Length 135.0 ft (41.19 m) 108.0 ft (32.92 m} 108.0 ft{3. _ Weighttl0~ 30.0 lbs(13.60 kg} 90.0 lbs(18.19 kg} 46.0 lbs(9: 108.0 ft{32.42 m} 46.0 lbs(93.5A kg}
~ ~ Area 60.0 yd2(50.16 m~} 80.0 ydz(66.89 m') 192.0 yd~('. EL. 2~ ~ . 00 192.0 yd~(265.53 mz}
Roll 'riidths Also Available Upon Special Request
- , ~ ;^hdth B.0 ft (2.43 m) 13.3 ft (4.05 m)
2 7 Length 106.0 ft (32.92 m} 108.0 ft (32.92 m} }
Weight±10€ 48.0 lbs (21.77 kg) 80.0 1bs {32.28 kg) Area 96.0 ydz (80.26 m'-) 160.0 yd~ (133.76 m2J m21
N.T.S.
ELATION CHANNEL INSTA
12" STAPLE PATTERN GUIDE
8 WIDE ROLLS
NoR7H / AMERfCAN
~ GREEN
~ ~ ` ry _ ~ y . ~ . UU9fAd{~VAY4iN0ii3H
NORTH ~ ~ ~ ~ O ~ mrn n.tom ,a C ~
GREEN . , , . \ \ 8.00' • •
/ / / 2,00' ~ ,
` l1 ( ~ r r f • ~ •
~ti ~ ~ ~
i I
•~t.. r r lJy/...
~i O DJ STAPLES PER SQ. YD. =1, ~ ~li~
~i~~ ti
~ ® o ~ ~ .__.___I. .L.._._
~i T"r , ia.r, 2.00' :f • • 3,~'
6 • a.0a •
1 \ • '.K\ • •
• • i ~ 4.DD'
6• • • • • ~ / • / \ 4.00' •
4 • •
8 e •
1. PREPARE SOIL BEFORE INSTAWNG BUWKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED
PREPARED AREA, CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 1.3 STAPLES PER SQ. YD. 1.7 STAPLES PER SQYD. CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE 2. BEGIN AT THE TOP OF THE
UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH, BACKFlLL
ANO COMAPCT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF BLANKET BACK OVER SEED .AND COMPACTED SOIL SEGURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" ACROSS THE WlOTH OF THE BLANKET.
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN 601TOM OF CHANNEL BLANKETS WILL UNROLL WITH APPROPRIATE SLOE AGAINST THE SOIL SURFACE. ALL ~ ~l
BLANKETS MUST BE SECURELYti ASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRATE LOCATIONS AS SHOWN }N THE STAPLE PAT(ERN GUIDE. I~. q,~. WHEN USING THE DOT SYSTEM ,STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING 70 THE APPROPRIATE STAPLE PATTERN. a.DO' • • • s.DD' • • • •
" W OF STAPLES STAGGERED 4' APART ANO 4 ON CENTER • s ~ • • • 4. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE .STYLE) WITH A 4 - 6 OVERLAP. USE A DOUBLE RO 20D
• • • • TO SECURE BLANKETS. • • 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN A 6" DEEP X 6" WIDE • • • a'~ e e • t•DD
TRENCH. BACKFILL AND COMPACT THE 7RE(9CH AFTER STAPLING. e • • • s s • 200
6. ADJACENT BLANKETS MUSE BE OVERLAPPED APPROXIMATELY 2" - 5" (DEPENDING ON BLANKET TYPE} AND STAPLED. • • • • • i
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT 1S RECOMMENDED AT 30 TO 40 FOOT INTERVALS. USE A DOUBLE ROW OF STAPLES STAGGERED 4 APART • • ® • • • • AND 4" ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.
• o • • • • 8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ftOW OF STAPLES/STAKES APPROXIMATELY 12" APART IN A 6" DEEP X 6" WIDE TRENCH. BACKFlIl.
AND COMPACT THE TRENCH AFTER STAPLING. 3.4 STAPLES PER SD. YD. 3,6 STAPLES PER SQ. YD.
NOTE: "
* !N LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6 MAY BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS. REV, 112004
A NOTE:
B RICAL POINTS 'HORIZONTAL STAPLE SPACING SHODU3 BE ALTERED C CR
?F NECESSARY TO ALLOW STAPLES TO SECURE THE A. pVERLAPS AND SEAMS CRITICAL POINTS ALONG THE CHANNEL SURFACE.
B. PROJECTED WATER LINE C. CHANNEL BOTTOM/SIDE ~s }N LOOSE SOIL CONDmONS, THE U5E OF STAPLE
A SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" (15 cm} MAY B BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS.
C
m REV. 1/2004
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No. Revision Date g Designer Scale
N KW AS NOTED 0 ~ ~ ~ ] DETAIL Sheet No. WITHERS RAVENEL
N Drawn By Date ~ JAC 07/14/2008 WENDELL FALLS SF1 5 PHASE 1 STORMWATER MANA ~AI'VALJEIVJ~ A tEI yT SHEET
c Gtiecked By Job No. ENGINEERS I PLANNERS i SURVEYORS ~w-~
Wendell Wake County North Carolina o KW 205261.19 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fay 919467.6008 www.withersravenel.com
i Y

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: ; , ` ~ ~ ~ ~ • 1S..:p curve • Ang4e ~9 Kadius .::~tiord 'M9,, ran4ent; . ~~~n~"E , ~T~ SAT
. . • :r Lar ] ' ct 84'5934 37.4 25:40 '33x78 s74'31.;29 tr . ~ . , koT 7; :00 33.78 : :.570'Tt 29 E ' :z2Z.9Q,.}; ~ E~,. ; t.33!.:. 5~46~ai'52"E:,.. ; . szaa9'm~w..z2. ~ ~ ~ S.fl3>~, : ~9.~2r~~~._~;
t C2 SA~'5~`34 37,Oa 25 'S244~3`0] : \ ( , , ~ . , ; r; 289.iS '"fil~i,44 '286,44• . t+t#3'2322".~I:;= , ~ 44 . N#S'2322"Yl . ' i 47 4T ~.4 4 2i : S34'2 '.f~~
, t , , `~a`",~ Ra 72374 , ~ ' .~x , ;:Y~.: . CI` . , ~ : .t:.,., •i L~. , . X6764&"~~ pEUEitJA~R~~.
. , , C3M~12:~ ~fi7#i.Ot}, `~#56. Sfft'~f;`3<a.~ x 1 r . , r,. , . , , t , , A 1. ~ ~ , t , , , 1 , . ~ , 4 Y, , v .n~.,.. t ~ , y ,y ~v , t . r~ _ ,L'U ,52. ,F . ..t . fi 3(16, 5 -770 304} ) yyy . : 4 ~ ~ 22413'24 ~ 0 00 .t~: : ,f/ , , . ` , t fl+1 : Sf7`~9`2~'"C T~s.m ~.1 ~T:~~ s~n~3~ ~ uu~r~aF~t Fnt~ n.o~n~~rar, L~ ~ 4w~m~: FALLS ~~ow:ra~At;:iie
~ . , j ~ lOT 533 ~ : • ,C7. 93'5Q'S§ . :40.95. ..25;00 36":52 57fib$'~"€ ' o f~ - ' ~ , ` ° l • Lor512 ' :.c8. 93~0'S4" 40,95 `i~5:04 35:52 •s3~zrt~n~"W i2 5lfib$'~"€ 26.7d L8 ' 21.14 551'39'(!fi"E
i ` ~ , ~ : ' . ~ cs a9~4'SO 39.3 a~ac3 ~ N8532 03`-~ i2 STflT!'t'fl~"W' ;26.7 L9 Q.25.' S57'2y3i~"E: 566051XFORK5'ROAD 5€i6fl51X:FDRKS:K~ACl f3 •N8532~fl3'f:'. '!x'38 ' L1tl .:B,fl1' '1732"C ~'s 5U1TE~tlz SUCIi".2R2
LO 5 1~.~ s:Gi0 • ,g 004•. ''477:41 2930.40 ~~-'16:$$ ~#~53`4Y~` Q~` 8$ .~#T53`N' ?39.23• 111. :22;87 ' S95'A1i'~ RATEIG~1, IBC I7~9• RALE#GH;;NC 276U9
: C1t 39~&'QIt" .369,70 530,00 362;25 :542'tfi'itB~E ~ ~ ti f. ~~''r , tOr523 ~ kar,b~ ~ ')Ct2 ,'•3'53`29" 2573. 370:00 ~~12 . , ti3~t`_t8' a , , 25 a42't6R~`E 192,.73 G1Z : #2,59 S15'23'Si E A;TTI~ GREG EEitGUS~I Ai~N ~biKE)O~ES~ ~2. ~ 'W ~ 123'T ~ L13 . 13,ti4 ' ' ~ S45'18'3
r LAI~tDS. ~ . ~ , ; r r f::: EOT510 ;Ct3 41]'33" .'345.27 430:00. 298x90 'SS'31 E:..' • s7~ \ ~ - 9Q. ST4'Si'3i"6 :158.38. LT4'•,.:;, ; . X5;19 ' S34'45'tI8'~'_ : ` P; 419 861.549: P 91q 851 5299,
„ ~ ~C~~~~~ • , • ~ C14 t2'42 .1,09 €1 @~ 154"44 W, . , * ~ 50.00 x . • ~ , . . ~ . . 16' .:N3~~-`+~4 W 5.57. 115::'::; i4.5U S59"47~ 6 . F: 9t9 86iaZ'y:~ F 9ig8fi15277 ~~`~4"W~ ~~tti,fl5 . Ltfr 15.~~::,•,, $~75'St"E
R ! 3 ~ . , r ~ • ! r C76 $~i7 50,00 .•,~tf~ ?F14'~. . ~ ~ OT G'J iw3 ~ :,1es1 #'14'W 4a4 ~L17 1734', sa~~T'S7 E 1NA~E.~C')U~1T`(~P~1R~L• HNFi3~tuiA'CI~7N: 1'773t)5Q(1S7
1. LaT 7x4, 4.. ,1.: ~ ~ i , i , ~ f r 1 Ct7 ~5&.~" :'~a`"1„' '50.00 2'~/, 53`1; . • ~ • ' / ~ r ~ ` , , , LOT 509 ,1019 , ' 46`2fl~1' '40.5fi ; 54L40 39,;dfi 'l~ft~` 'tV.3: 7 N87~9'93`1V )i"~8 ' 118 ~ : 5.58...:. ' S'Ji"21`19 E , ifi'': N40'58'fl4 tM.,'::2147':'.:; L1f1.,..,.... 1{3.Stt~:.. SS~i'26'lt":
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1 10 ASPHAI:T j ~ ~ f' LOT52G i" : ~ ~ ~ ''C~6.,• 27",13'33' ,>2~05 Wit. 23;82,. N30'a3'33"W; f ~ ~ LOT 500 „ 32;, N30'0333'W `~1~,28 : 12"/'.... S.tH} ~1'15"4V:.:`
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'r. / LOT 743 ~ 1 ~ I:2 .7Q] .52.31 2.O
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~ ~ iW y r ! ~ © Lor SOS ' s I N ~ TM ~ LOT 7bi ; i ~ ~ ~ '1•' LOT 531 Jl: ~ i
~ ~ ~ •'9 ~ n ~ !OT 1.3 ~ i(~, LOT J45 ~Q,
a ~ Lot 503 LaT ~ . / ; . , ; ; ~ Lor s~. :;i ~ LOT 490 ~ ,
r _ S~1 ~ ~T t~ ~ 107960 , ~ ~ ` / 51,1E 5'•wlAGGR£GATE 1S' ~
1 f ~ y ~ , i ER5l~E; 15' ~ ~ LoT75s t , : REAR. 20'
~ , ~ ' i?` LOr 530 LOT 542 LOT 499 ~
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Lor 543 LOTi~e ~ tOT 752 ~ ~ . .
~ ~ ~ ~ ' 1 1OT 500 j' : ~ REQufRED;(stYO S•F..PBK;RF51C?ERtCE}: Z.3i AC. {forAL? ~d e ~ ~ i f RR01lII]ECJ: pt~AS~~ anc
jr ~ Lori; tore; f
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r ` r ~ . j !or 551 ~ r? ,:1~0 , ' TO ~~p~~ , LOT 545 lOT4~J7 ;~4.T LOT 759 .,.,:i+!~" ; ! !
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r DAAfNAGE FA~}E:t~'I` EA ~?IT • . ~ ~ ~ LOT it9
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~ ,y~ , '„r.:,, ' ~ EOT 550 ~ i / 1 1 LOI755 f f ~f ~
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