20060180 Ver 1_Site Plan_20070411

i
i ~ ~ ~ N
~.~...~~i,~ ~ o
i ~~~r~~
r x `
DiVERTER STRUCTURES
I' 11/16" ~ ~
Invert Out to Outlet to ~ ~
Overflow Overflflw rr ~
~ ~ 5~ Inv To Elevation Invert In Structure i. Invert Out to Outlet to L.S. Invert Out at Structure
In L.S. Pi a Size F~reba Weir Hei ht Bio Pi a Size ,.f`
DETAI L OF TOPS
' STRUCTURES SPECIFIED TO NAVE 6' SOLID CONCR ' 6° CONCRETE TOP WITH FLAT JUNCTION BOX (FJB) TOP WILL WIDTH AND LENGT MANHOLE RWG AND BE THE SAME TOP AS YARD INLET WITHOUT MATCH CATCH BA COVER CAST IN THE OPEN THROAT OF THE YARD WLET D CONCRETE TOP 8 3 4" ;yam @
AND LENGTH TO 1 7 /4" (s~ f
CATCH BASW 10° eio-z 2.s5~.oo 2.354.24 ~~4n 24 2354.14 12" 2354.00 15" 2351.00 15" f ~ ~
~
CAST IN 2 Ll~ TO BE REMQV - ` ~ OTHERWISE N0 f IN 2 LIFTING "EYES" :NOT 5~8" Bio-1a 2.369.00 2,356.00 3E REMQVED UNLESS _ - - 00 2355.90 6" 2354.00 12" 2355.60 15" `~i ~
=RWISE NOTED _ sw-~s 2.sa~.flo 2.ssa.oo A _ 00 2383.90 6" 2383.00 11" 2383.80 15' z~
.
UNLESS NOTED OTHERWISE B io-19 2, 376.00 2.373.70 70 2373.60 12" 23?3.53 27" 2373.40 18" , ~s~ ~
MANHOLE RING AND COVER TO ~ 4000 PSI CONCR BE EXTENDED SO THAT ITS TOP TYPICAL ALL TOP IS FLUSH WITH PROPOSED CATCH BASIN SCHEDULE SYMBOL- GRADE AND/OR PAVING CATCH BASIN SCHEDULE SYMBOL-(JB) RIM =TOP aF COVER
SALL~TOPS E 1 1 /4"~ a a _ _ _ ~ ~ NOTES; _ ~
SYMBOL-(ST) ~ 3~4» 1,4n 1 ~ DIVERTER EflX SI-IALL MEET ALL ~ ~ ~ W ~
RIM =TOP OF COVER A~= MUNICIPALITY REQUIRMENTS AND/ n; ~ ~ ~ - ~ - ~ ,.7 ~ }Y~
OI VERTER ER OR NCDOT REQUIREMENTS ~ ~ w
JUNCTION BOX TOP SOLID TOP f~1RE PLAN VIEW ~ ~ ~
GRATES PLACED IN PEDESTRIAN CONCRETE TO 6" CONCRETE TOP WITH TRAFFIC AREAS TO SHALL BE GRATE AND F GRATE AND FRAME ORIENTED WITH OPEN SLOTS UNLESS N JCREfE TOP WITH PLAN SIDE ELEVATION s-r~uc-ruRE P~ ATE AND FRAME FROM INLETS ~ ~
POLYPROPYLENE ~ FULL FLOW ~
VOLUME
CAST iN RUNNING PERPENDICULAR TO UNLESS NOTED QTHERWISE; GRATE PLASTIC UPSTREAM BEY PASS}
TRAFFIC FLOW (TYPICAL ALL GRATES) _ O O00 TODBER24 AND FRAME FOR THIS TOP 1/2° ~/4„ 'm TO EIERETENTIEN 6666oaea6 bey
TO BE 24"x24"
UNLESS NOTED OTHERWISE; GRATE ~ O O~ O (°NEfNAH (°NEfNAH R-3339A°) OR e~ OVERFLOW STRUCTURE 4~o,~~ti a°°a6y ~
AND FR,4ME FOR THIS TOP ~O ' ~O (U.S. FOU TO BE 24"x24" ~ APPROVE 'NEENAH R3339A OR ~OO VERIFY T t ~ REQUIREM ('U.S. FOUNDRY 4190-6259) OR AND FRA APPROVED EQUAL '(U.S. FOUNDRY 4190-6259) OR 6 ~ o~ ~ ° c~Q
APPROVED EQUAL y. 6 ;~°~Dd a .~6 6
VERIFY TRAFFIC LOAD 1 " 1 o d 6 , oy 66 6~ c, 6 .4 ~ ~j °600000° \
REQUIREMENTS ON ALL GRATE ~ ~ 2~• #4 DEFORMED ' ~a Q
AND FRAME ASSEMBLIES ~ ~ 2" STEEL ROD.., ~l ~~~~~~~~1 f l f l i l! I d ii~~~~~~
'HEDULE SYMBOL-(CB)
VERIFY TRAFFIC LOAD CATCH BASIN SCHEDULE SYMBOL-(FCB) CATCH BASIN SCHEDULE S REQUIREMENTS ON ALL GRATE RIM =TOP EDGE OF GRATE RIM =TOP EDGE OF GRA AND FRAME ASSEMBLIES FLAT CATCH BASIN TOP CATCH BASIN TOP E OF GRATE ELEVATION SECTION A-A To - s-r~u YARD ~N~~ sHA~ RECE~~E ENLARGED DETAIL OF STEPS on~R~R SPRE -TEAT TOP WITH MANHOLE RING STRUCTURE DROP TO TREATMENT
v> ~ STRUCTURES LEVEL
} SPREADER
~ ' STRUCTURES SPECIFIED TO HAVE YARD Wl i FLAT JUNCTION BOX {FJB) TOP WILL TEAT TOP
ROP
HEAVY DUTY GRATE AND BE THIS TYPE OF TOP WITHOUT AND COV FRAME WITH HOOD THE OPEN THROAT OF THE YARDINLET USE P AND COVER CAST IN FLUSH SIDE VIEW INLET dLET CONCRETE ~==`J-~~~'
a' WEIR
USE PRE CAST BOX OR 4"
~ ~ ~ AND UNLESS NOTED OTHERWISE; \ D~S R GRATE AND FRAME ASSEMBLY AND 2° CONCRETE BLOCK
FOR BRICK TO ELEVATE TOP 2:~ I~EICHT OF WEIR
TO ACHIEVE THE O STEPS SEE SCHEDULE}
DESIRED THROAT OPENING ,a
FOR THIS TOP SHALL BE 24"x36" ~ - , 0 ~0 ~ - OO
(°NEENAH R3233D"~ OR ~ ~ ~j 0~ ; 6°-8° T 6°-8° THROAT OPENING ° O O ~T
(°U.S. FOUNDRY 5181-6420") OR ~ ALL FOL OTHER APPROVED EQUAL ~ NOTED -ALL FOUR SIDES UNLESS
NOTED OTHERWISE O ~ ~
~ CONFORMING TO N.C.D.O.T. CATCH BASIN SCHEDULE SYMBOL-(CQ
RIM =TOP OF GRATE DIRECTLY ~ CATCH BASIN SCHEDULE SY ROADWAY STANDARDS $40.03 UNDER HOOD OPENING RIM =BOTTOM Of THROAT ~EDUIE SYMBOL-(YI) if THROAT OPENING ~O^ 0
CURB INLET TOP YARD INLET TOP NOTE: FES IS REfl'D. ON ~JO E.;
THIS PROJECT ~':v~
0 ,!f
PRE CAST CATCH BASIN DETAIL 1" DIAMETER OUTLET ~
DIAMETER flF OUTLET TO Ofl STREAM FOR µt
~ TO LEVEL SPREADER III = _ CONVEYING EASE FLOW
KNOCKOUT PANEL 6~~VAR ES~6° cO ~i-ill-III_-III_ (SEE SCHEDULE] ''=1 I I_
DRAINAGE STRUCTURE TOP ~np~~AL EACH SIDE) WLE7 ~~~~:.a
VARIES WITH APPLICATION
SEE CATCH BASIN SCHEDULE _ _
(VERIFY TRAFFIC LOAD z ~ ,
REQUIREMENT FOR EACH TOP) N (3) NG. 4 REBAR
~j
0 INLET SECTION B 5 Q w FILTER DIVERTER BO U FABRIC
Z a ~ j `,~1
SCHEDULE TREVIRA" T No. S7120 4~~~
~ ~ CONCRETE INVERT INSTALLED I PIPE L W T STONE OR APPROVED
AT A CONSTANT SLOPE FROM EQUAL PIPE T4 EIERETENTIEN OVERFLEW ~~...~.F=
INLET TO OUTLE( ~ 15" HDPE 12.5' 70' 36' doss 2 RIP-RAP STRUCTURE FflR FULL FLOW BYPAS x:
18" HDPE 15' 22.5' 36 CLASS 2 RIP-RAP
24° HDPE 20' 16~ 36 CLO55 2
j ~ CONCRE(E CATCH BASIN EXTENSION OUTLET RIP-RAP YARD INLET
RISER : LENGTH AND WIDTH ~
TO MATCH BASIN, HEIGHT _ Rlr-RAP DISSI~ATOR DETAIL (S ER ETAIL X J - - ~EiflRETENTIEN
VARIES WITH PROPOSED GRADE CATCH BASIN T P ~ c~~Tinni ~n~ /-err cr~irniu~ rno -rune THIS SNEET)~ ~OVERF~.EW STRU CTU RED ~
1 I f' (Stt I;AIGH tSASIN SI:HtUULt) vLV i i v~ r n ~r~~ v i ~c~ ~~n~w~c rvn ~ ire a ~ _
PIPE FROM PIPE TO OUTLET ~
~ ~ m = I OIVERTER BOX FROM ~ DISSIPATOR
WATERSHED i r~ ~ ' .
I ~ j PRE CAST CONCRETE CATCH BASIN
j ( LENGTH, WIDTH AND HEIGHT VARIES
r., ' i BY MANUFACTURER AND APPLICATION ~ (2) N0. 4 REBAR PIPE TO oar-o>c~ 1 coazU~q i
SEE CATCH BASIN SCHEDULE AND INFLUENT TO LEVEL LEVEL SPREADER
VERITY WITH SUPPLIER STORM WATER SPREADER (SEE OIVERTER _ . ~
KNOCKOUT PANEL DETAiI , ~
(TYPICAL EACH SIDE) ~ 1.~;-_ FOR SIZE)
6" WALL THICKNESS WITH ~ ~ SECTION A cn ~ ~ _ FOREBA
KNOCKOUT PANEL p ~ Q p ~ ~ N
. ' ~ PIPE TO BE FLUSH WITH ~ ~ APPRQVED STEPS REQUIRED m > w ` ~ (SEE DETAIL
£ INSIDE WALL OF BASIN FOR STRUCTURES OVER ~ _ ~ Q 3.0' THIS SHEET) BIO RET I z ~~dN~ ~ m~Q~~~z ~ p Q U W Q W 0
' N AND GROUTED SMOOTH ~N~~ ~O ~ 'S 3'-6° IN DEPTH ~ w m o - AR A
~ ~ N0. 4 REBAR C~ 6° a a PROPOSED PIPE :INVERT= O.C. EACH WAY REINFORCE
BOTTOM OF PIPE AT FLOW LINE ~ -r, ~ -e- - CHANNEL LS CENG
LEG ~ . ~ ~ ~ ~ ~ ~ Engineering
~ ~ ~'r ~ , > , ~ ~ 3000 PSI CONCRETE TO FORM INVERT (SEE SC INLETS E .SC OULE}. ~ . ~ ~ Device to Lengfh of
~ NO PORTION OF STRUCTURE SHALL PROVIDE CONSTANT SLOPE FROM ALL INLETS ~ ~ reduce Levei . , veiocit S reader
o BE REMOVE DAMAGED OR OTHERWISE SECTION B TO OUTLET SO THAT NO WATER STANDS 1N BASI )S 1N BASIN ~r Ii f+ .yj9'
X ALTERED EXCEPT THOSE AREAS
i DESIGNATED AS KNOCKaUT PANELS 12° Of #57 STONE MAY BE REQUIRED FOR PQ AND/OR WET CONDITIONS :CONTRACTOR MUST ~ WITH ENGINEER BEFORE PLACING BOX . FoR PooR soi~ FOREBAY DETAIL _ i"
OR MUST VERIfY 6" UNDERDRAI . ~ ~ ~i4-7 Level S reader 36'
CONNECT TO =may . ~ ~
0 v BIO RETENTION . ~ ~ ~ ~P~O ~~R~~TENT90N ~iQ-~~ Leal s reader ~o' j,
Z OVERFLOW U~QERORAIN ;r~
i 1' WIDE LEVEL STRUCTURE - ~iom16 Level S reader 38' mn~
d SPREADER LIP ~
Rio-19 Level S reader 48' a~•~~~ . ~ F,
CONS`fFZl9CTION NOTES i o 3' LAYER OF ' . V.'. 9
N I n #57 STONE ~
a i. ALL PRE CAST STRUCTURES SHALL BE 4000 PSI CONCRETE FLOW t~ PATH ~:^..'t~ L.^.~ . ~
~y~...
j ' ~ 2. CONTRACTOR TO VERIFY ALl TR,4FFIC LOAD REQUIREMENTS AND PROVIDE TOPS, AND GRATES THAT ARE TRAFFIC RATED IN APPLICABLE AREAS 12" CMU BIORETENTION ' ~y+..:
WJPARGE ~ < AREA ~ll~
3. ENGINEER MUST APPROVE ALL PRE CAST STRUCTURES COAl1NG w'~J
S 4. ALL CATCH BASINS OVER 3'-6' DEEP SHALL HAVE OSHA APPROVED STEPS @1'-2" O.C. (SEE STEP DETAIL) a.d,. ~ - ~~=~---1
r a
4 3 FT WIDE t>.
f ° 5. ALL PIPE IN STORM DRAINAGE STRUCTURE SHALL BE STRUCK EVEN WITH THE INSIDE WALL AND GROUTED AND BRUSHED SMOOTH CHANNEL STRIP OF FILTER FABRIC ~E~~ PLAN 'LAN
:i N i SPREADER LIP . d.. ~~4,,
a 6. AlL STEPS TO PROTRUDE A MINIMUM OF 4" FROM THE INSIDE FACE OF STRUCTURE WALL
C
~ 7_ STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIAL FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED 6° UNDERORAIN
THE ENGINEER W17H DETAILS OF THE PROPOSED STEPS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SAID STEPS TO BIORETENTION fig" X 8" CONCRETE OVERFLOW STRUCTURE FOOTER
0
m 8. ANY STRUCTURE OVER 12' DEEP SHALL BE A STORM DRAINAGE MANHOLE {SEE SEPARATE DETAIL) 3 SECTION
ii o
N 9. ANY STRUCTURE WITHIN A N.C.D.O.T. RIGHT OF WAY SHALL BE N_C.D.O.T. APPROVED FOR PROPOSED USE AND SHALL HAVE A DOT APPROVED STAMP. LE\/EL SPREADER DETAIL
INCLUDING BUT NOT LIMITED T0: CATCH BASINS, TOPS, RISERS AND PIPES
~ N' ~`J .~~al'~ ~iB~~~) - C d"~~~~ ~j*''~ c~~ ~ i~~ ~ ill
o~
1~ N
,I
a 0
ii
'i a ~
1 4-5- N0. DATE 4-5-07 CDB REVISED PER D~1Q COMMENTS a -
0 ~ti:
0 DATE BY REVISION DESCRIPTION
o
i~
{

r4~
- .r f~ -___~_.~~`yj1 ~ ~
I
BI? RETE~ITI~~1 TABLE
USE 6" `t~r' t r a'
~ VOLUME PROVIDED VOLUIV~ PROVIDED PERFORATED PVC k ~ a r~
AREA PROVIDED AT EACH AT 9" PONDING AT 12" PONDING PIPE FOR OVERFLOW ~
BIORETENTION FACILITY DEPTH' DEPTH UNDERDRAINS STRUCTURE SIZE" OUTLET PIPE SIZE: ~ ~ r
S .Ft. Cu.Ft. Cu.Ft. # OF PIPES* ff. x ft. inch -r ~
si Bio-1 3,807 2,855 2 3'x3' 18 z
i Bio-2 3,055 2,291 2 2'x2' 15
Bio-3 3 213 2,410 2 2' x 2' 15
Bio•4 3,075 2,306 2 2' x 2' 15 n 3 , _ ~
Bio-5 2550 1 913 2 2'x2' 15 2., ~ _ 3 MIN. HARDWOOD ~4`~ ~
Bio-6 1,694 1,271 2 3' x 3' 18 PLANTING „ • MULCH 12 MIN.
Bio-7 2,148 1,611 2 3'x3' 18 Bio-8 2.411 1,808 2 2'x2' 15 SOIL GRAVEL
Bia-9 8,015 6,011 3 3'x3' 18 . y 4 r` 1,
Bio-10 5,024 3,768 - 2 2'x2' 15 "TREVIRAfl S1120 /y,`.-. #"mar -.;,,.~j [ f ,
B io-11 16, 553 10, 553 3 4' x 4' 24 OR E U AL • Q •
Bio-12 2110 1,583 2 2' x 2' 15 FILTER FABRIC • ' -..r-T
Bio-13 4,521 3,391 2 2'x2' 15 ~ _ r N , yr.~~`r~' ~ ~ L,.T. ,y .j`~r-r . ~.1`~^ ' ' r` , ~-.r '~r „ ^.r., ri.
Rio-14 7,423 5 567 3 2' x 2' 15 ~ t ~
Bio-15 7.990 5,993 3 2' x 2' 15 EXTEND FILTER ;FABRIC . ; ' 6 UNDERDRAIN ~ ~ ~ ~ t a r ~ t2~ ~ t.0 ~
B io-16 7, 083 5, 312 3 3' x 3' 18 s : / 7 TO 2 ;BEYOND ; . ` • . PERFORATED PVC PIPE
i Bio-17 4.623 3,467 2 3'x3' 18 \Y ~ \ \ \ \ UNDERDRAIN PIPE ALONG ~ v ' ~ cv <<.
Bio-18 1,677 1,258 2 2'x2' 18 TOP OF GRAVEL BED , - . . '
Bio-19 2,822 2.117 2 3' x 3' 18 EXISTING 1141111
~ _ ~ SUBGRADE C 040 004 0 0 0 ~ ~V
1~ 0
i 'Overflow structure *Overflow structure *Structures shall ~ openings shall be set openings shall be set *Pipes shall be laid in be yard inlet type _~'o°O\ JN ~o
9" above bottom o9 12" above bottom of rows entire length of with openings on ~~L, ~Uo~ ZS - a
i 8ioretention Area Bioretention Area Bioretention Facility a114 sides t,,a cn ~ a 1y o
- • /~fV'~f o00V~006000~0~9 ©v
. Y w . l: ..-t .w.t- 1--\
MANIFOLD HDPE PIPE L-~ ~ - ////~~~~tt 115 I 111111\~~~\\\
W/ s/a' DE-WATERING . ~ ; _ _ EXISTING
HOLES AT 6" O.C. _ c~ ; z ~ - ~ GRADE
AT 6, 9 AND 12 O'CLOCK 90.5 - _ _ m d -:x_ ~ ~ Z O ate:%.. m - _ fl±
j POSITIONS 4" C~EANOUT HARDWOOD ~ 4 CLEANOUT ~ MULCH ~ -=t,~; ~ ' TYP
j SNP) ~ 3,. c~ - 9 PI3NDING .'1 ~ DEPTH
i ~ V y~ .a ~ ~ ELE ~ ' ~ ~y I
= 0.0 . ~ . ~i
z - i ~ ~ ~ e¦
EXISTING ~ 2~~ MULCH OOD ~ Q ~ • _ . ` ~ t - - - • _ _ _ _ _ _ ",''9
GRADE _ _ ~ ~'y~N~ ~ a 9' PONDING \ C
_ _ _ _ _ _ _ ELEV DEPTH .---r
PROPOSED ~ = 0.0 0 ,`~~~1 1 _ A
STORM DRAIN ~ _ 2. EXISTING 6 PERFORATED
SUBGRADE PVC W END CAPS AT PROPOSED YARD .5~ SLOPE OUTLET TO
12" GRAVEL BEDDING AROUND ~ INLET OVERFLOWS YARD INLET STRUCTURE
6" PERFORATED PIPE (#57 WASHED STONE)-----"'"- „ „ , STRUCTURE
6" PERFORATED ~ EXI571NG NOT TO SCALE
i PVC (TYP) SUBGRADE
c~.N~
SECTION A-A PROPOSED YARD ~q~
NOT TO SCALE INLET FOR OVERFLOWS
r~LL1
PLANT SCHE~~ILE
QUANTITY SYM80L SCIENI7FIC NAME COMMON NAME R00T HEIGHT
Cl Canna x eneralis Canna Lil 2 GAl 18° HT. ALL SHRUB BEDS SHALL
9 WM M Ica cerifera Wax M tle 3 GAL 24 HT. TILLED WITH SOIL CONDITIONER
IB Ilex cobra Inkberr 3 GAL 24' HT. VS Itea vir inica ~r inia Sweets ire 3 GAL 24~ HT. L i ~V» -CHANNEL EDGE TO BE LOCATED ALONG `LL
BB Calicar a onica Beaut Berr 3 GAL 18" HT. TYPICAL "V" -CHANNEL EDGE JNEL EDGE FOR OUTER PERIMETER OF SHRUB PLANTING AREAS ~
JS Lindero obtusiloba Jo anese s icebush 3 GAL 24" HT. ALL MULCHED PLANTING AREA 1NG AREAS WHERE SHRUBS ARE PLANTED !N GROUPIivGS
SP Clethra ainifolia Sweet Pe erbush 3 GAL 24' HT. ri;'~ p 0 0 0 oINSTEAD OF INDl1iIDUAL LOCATIONS ~
SJW H ericum cal cimum Saint John's Wort 3 GAL 18" HT. ~,r~ FINISHED LAWN r:,.) ~r n c ~ d---~ U a o f
YA Illicium arviflorum Yellow anise 3 GAL 24' HT. ~ HATCHED AREA TO BE 4 -6 o p oo f ~ ~ ~ ~ -~-----SHRUB PLANTING BED o
I 6 WH Hamamelis vir iniana Common Witchhazel 3 GAL 24" HT. f ~ p HIGHER THAN LOW GROUNDCOVER PRO OSED 1 Jf/f! / /j/ /f!!/ / / r/I / f J , r->~;'~; ~i JJ J-~; ~ /+H A SPECII* IED r ~/4J /iJ JJJJiJ 4J /rJJiJ JJ JJJi/JiJ4J JiJ /iJ Ji/4/4JJi~ /JJrJJi~ /JJiJJiJ JiJJi~ ~ 4J 4, ~ Ll! S J, 1, J, J J/, IJ J J l J J J/ J/ I I J J JJ /J J/
6 DF Fother ilia ardenii Dwarf Fother ilia 3 GAL 18° HT. ~ PANTS TYP hyrfr! r r, r, r, r, r, r,,rr,,,r, r,,,,,g STORM DRAIN L rr r rr r, ' - u-• n ~ i E-- i-i i3~ ~ i / f r 1 31_~ II i i ~ ~ rte, -u ~ u- -'I it Il~il~Tf_ti.~il-~r,','r' i~'!I If-ll=ill~_TI~Ii-fl~Ti~ll~l Ill a'll~t"El~ill=a ~-It~tl-fly ,~11f~11_^_, t={,1-~~~_~
BC Taxodium distichum Bald C ress B&B 6' HT. ~~llf - =-Iql- - II- ~IN~ff~lf_~ ll~f~ I~iG1G111~~~1 '~I_II~Ii~IIJl~ll~~l,~rl~~~I~ ~i! 1=1i T~~a~~~~~~~~~i~~~i~.T~~~~ ~,~r-°~-810 AREA ,:.,Tt,~~~
~ 3 MSi~ Betula ni ra 'Multi-Stem' Multi-stem Riverbirch B&B 8' HT. ~°f ~ ~ - .rte ~~ITll~l~i li® ,9ii A 1 i ~A 1 l! 1 t~ !~9 ~~T ~ L~1
~o xmerancruer urooreo ~erw~euerr oa.a a n r. 78 GROUNDCOVER PLANTS 'Sr~"~~ V ~C./I~I TO BE ARRANGED UNIFORMILY
r 6 EA Alnus Iutinosa Euro can Alder B&B ~ HT. t ~ D ~
CW Saiix matsuda tortuosa Corkscrew Willow B&B 6 HT. IN BIORETENTION AREA
WB Ilex vertieilatta Winterberr Flop B&B 6' HT. BARE ROOT CONTAINER OR BALL S PROPOSED RIP-RAP 5' TO 30° R BALL SIZE X
WE Ulmus alata Win ed EIm B&B 6 HT. NC Catal a s eciosa Northern Catal a B&B HT. n SWALE APPROACH 30 OR GREATER 12~
PROPOSED 6 T SM Ma nolia vir iniana Sweetba Ma nolia B&B $ FIT. AREA oc~zmmc~ ~
UNDERDRAIN P ooQ~at~ ~ cOO~~vq ~
GROUNDCOVER CA ENDS Saururus cernuus Lizards Tale 1 GAL. OR BARE ROOT A PROPOSED 10' 3 WH
78 grounds©ver Pontederia cordata Pickerelweed 1 GAL. OR BARE ROOT plants to be 3 DF OVERFLOW r-c N W j ~ w
1 A. R AR R T TOP LAYER OF PLANTING BED arran ed uniformll Iris verslcolor Iris blue Fla G L 0 B E 00 3 WM
~ 9 Y TO BE PINESTRAW a in Bioretention Area Panicum vir atom Switch rass 1 GAL. OR BARE ROOT w j_ w W
in roues of three. Hibiscus moscheutos Marsh Hibiscus 1 GAL. OR BARE ROOT ® m ww .:z a~rr~
atorium maculatus ,toe- e Weed 1 GAL. OR BARE ROOT Eup w
1 GAL. OR BARE ROOT oa Juncos e##usus Common Rush m :~aY- O LtJ J ~ U1
Miscanthus sinensis Zebrinus Zebra Grass 1 GAL. OR BARE ROOT _ , p Q U w Q w 0
l ~ NOTE: PLANTS, MATERIALS, & INSTALLATION ARE TO MEET ~ ~ -~~tl3~UDU
i ~ NCDENR DIV. OF WATER Ql1ALITY SPECIFICATIONS. PRUNE PROPORTIONATELY
f ~ ~ Q ` ~ ~ Q 3.5 iSt B ~ - TO COMPENSATE FOR
~ ~ 4 ~r Y - ~ REDUCTION OF ROOTS AND TO PROMOTE NATURAL
~ ~ J a~ - ~ - ROOT BALL SHALL BE ~ CHARACTER OF GROWTH
E r.. f 3p MULCH AS SPECIFIED
l -g ~ ~ r~ ' ' ~ ~ e PLACED APPROX. 4" - - _ ~ _ ~ . - PROPOSED 4" ABOVE FINISHED GRADE ~ ~ CLEANOUT TYP.
t k o - ODE ~ 3~ WATER DETENTION
J SAUCER AROUND SHRUB
X HATCHED AREAS ~r ~ _ _ TO BE HARDWOOD EACH END _ ; is J~~f~J`~~/~` l fig i~~i~~i ~~i
~ MULCH TYP 'j~/r~/, I i~ ~ r~i~~i~ /~r Jar i~~ l -FINISHED GRAD E
DO NOT REMOVE LEADER 3 WM viii , its COMPACTED TOPSOIL
0 3 3 DF ~ PROPOSED 4" 3 `NH . 8 WB 3 MSR CLEANOUT BACKFILL ~ ~.X ~ -
i ~ _ a ~ Ii ~ j~ii~i~~
q 3 WM 6 EA ~
THIN BRANCHES AND FOLIAGE 155'-~. L
~ BY 1 3 RETAINING NATURAL ~ ~ , i Notes: ~ TREE SHAPE YARD l~ YARD INLET OPEN 4 SIDES- PROPOSED fr^^..~ r,~ . ~t
~ SE SET THROAT QPENINGS a DISCHARGE Y~.~.
REMOVE BURLAP FRAM TOP OF ROOT BALL BEFORE BACKFILUNG AROUND BALL IS COMPLETED. i ~ \ ~ 9" ABOVE BOTTOM OF ~ PIPE NOTES: PL BIORETENTION AREA PROPOSED P~.Af~T1N~ ~aTES:
o j o ALL TREES WHICH ARE SMOOTH BARKED AT THE r~.-~,~
~ TIME DF PLANTING, AND HAVE MORE THAN 2' OF ~ CLEAR TRUNK SHALL BE WRAPPED. EXCEPT B i ~ EXCEPT BIO-11, SHALL BE 12" DISSIPATOR PLANTING PLAN, AS SHOWN, IS TO BE USED FORA ALL t. ALL DISTURBED AREAS NOT OCCUPIED BY STRUCTURES, PAVING OR PLANTINGS 5HALl BE GRADED AND SEEDED AS INDICATED IN SPECIFICATIONS. 'M{-=
ALL TREE WRAPPING SHALL EXTEND FROM THE TOP I TREE WRAP ABOVE BOTTOM. GUIDE. EACH BIORETENTION AREA SHALL BE sN EVALUATED ON AN INDIVIDUAL BASIS FOR PLANTING 2 au 2 ALL SHRUB AND TREE PLANTINGS SHALL 8E MULCHED WITH 3" CLEAN, COURSE ~-~1~
OF THE BACKFILL Tt} THE LOWERMOST TREE BRANCHES. TREES SHALL BEAR SAME ARRANGEMENTS BY AN EXPERIENCED LANDSCAPER OR sHR SHREDDED HARDWOOD MULCH OR CHIPS. ~~-T-
ALL TREES, ~riEN PLANTED, SHALL HAVE TYE SAME ~ RELAIIONSHiP TO F3NlSHED GRADE AS T{T THE r RELATIONSHIP TO FINISHED LANDSCAPE ARCHITECT. ALL PLANTINGS SHALL BE 3. ALL 3, ALL PLANT BEDS TO BE EDGED WITH TYPICAL ~V-CHANNEL' EDGE. SEE DETAIL, u-=~u- TF€!S SHEET: ~_qi
ORIGINAL PLANTING f}EPTH. J ~ o GRADE AS THE PLANT WAS ® ; + ~ CHOOSEN FROM NATIVE VEGETATION AS SHOWN ON 4. ON 4. CONTRACTOR SHALL SUBMIT A SO1L SAMPLE FOR ANALYSIS BY WATAUGA 'q
1 ORIGINALLY GROWN ROOT BALL SHALL BE ~~;,~~`-~j~: PLANTING SCHEDULE (THIS SHEET). ADDITIONAL cou COUNTY AGRICULTURAL EXTENSION SERVICE, AND SHALL APPLY FERTILIZER, LIME ~ AND SOIL AMENDMENTS AS PER EXTENSION SERVICE RECOMMENDATIONS. ?
rr ~ PLACED APPROX. 4" j ~ 3 MULCH AS SPECIFIED PLANTS SHALL BE APPROVED BY ENGINEER OR AN SCALE 1 = 2O~ LANDSCAPE ARCHITECT PRIOR TO PLANTING. 5. ~E
I ' ABOVE FINISHED GRADE 3 WATER DETENTION 5. A M€NIh4UM OF FOUR INDIVIDUAL SOIL SAMPLES SHALL BE TAKEN THROUGHOUT , THE SITE FOR OVERALL SOIL ANALYSIS.
I SAUCER AROUND TREE 2. PLANTING MEDIUM FOR ALL BIORETENTtON FACILITIES 6. CONTRACTOR TO UTILIZE ALL ONSITE TOPSOIL. CONTRACTOR SHALL SUPPLY t'
~ , r, i ~ i ~i 4~~i~~i ~ i~ti~~ ~ ~~i SHALL CONSISTS OF A HOMOGENOUS SOIL M!X OF s. coN ADD ADDITIONAL TOPSOIL AT NO ADDITIONAL COST TO OWNER IF EXISTING TOPSOIL IS NOT SUFFICIENT TO MEET THE NEEDS OF THIS PROJECT.
~ , , , i~f ,,~lii~r FINISHED GRADE tii~..-a~3- -~Il IN 85-88 PERCENT SAND; 8 TO 12 PERCENT SILT AND 15 CLAY AND 3 TO 5 PERCENT ORGANIC MATTER. .w. 7, ALL PLANTING AREAS TO REGIEVE 1 cy OF SOIL CONDITIONER FOR EACH 75 sf
~ COMPACTED TO SO L ~ C ~_TI . OF PLANT 8ED AREA. ACCEPTABLE SOIL CONDITIONERS SHALL BE PULVERIZED
~ =i - - BACKFILL i , ~s " .y~ ~ ~j~~'; ~ ~ r ~ ; ~ " ~ L 3. THERE ARE TO BE 19 81ORETENTION FACILITIES. EACH PiN J FACILITY SHALL BE CONSTRUCTED AS SHOWN ON PLAN 8. ALL PINE SARK, PEAT MOSS OR SHREDDED/COMPOSTED tEAVES.
F ~ . =i! B. ALL SHRUB BEDS SHALL BE RAISED ABOVE ADJACENT GRADE, AND TILLED WITH 501E CONDITIONER.
Ll ....a f i- h~,~i-. SHEETS Ct THROUGH C3, AS DETAILED ON THIS SHEET, AND AS STATED IN BIORETENTION TABLE (THIS 9 BE SHEET). io. coN 9. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES BEFORE
I ~ 1 BEGINNING OF GRADING AND LANDSCAPE WSTALLATiON.
l INDI 10. CONTRACTOR TO VERIFY QUANTITIES OF PLANTINGS AS SHOWN. PLANTINGS INDICATED ON PLANS SHALL PREVAIL OVER QUANTITIES INDICATED IN PLANT LIST
4. SEE SHEET D2 FOR LEVEL SPREADER DETAIL. SEE iF PLAN SHEETS FOR BIORETENTION AREAS WITH A« iF DESGREPENCIES ARISE.
'~'A M3 11. ALL PLANTS ARE TO BE THOROUGHLY 'WATERED IN" THE SAME DAY AS PLANTED,
BAR SCALE 1' = 20' LEVEL SPREADERS.
rry~, "_r_ I~ i
rpW' L.W
1 Vi 0 20' 40' 60' 80'
E yJ
i I ~
E ~
{~3
I ~
I C 1 4-5-0 N0. DATE 4-5--07 CDB REVISED PER DWQ COMMENTS ~
C~ W_.,_
i ~ DATE BY REVISION DESCRIPTION
{ C~ - - I
1 i

3
1
f
1 f
t
" ~ ~ ~
t 7 j i, s~ ~ o
z i _ -.T,
i M
] ~ ~ - ~ ' ``w ~ ~ _ _ - ~ }ice \ v ~ F,
il' ~ - . ~~yl ri'' roto1 • se - `v,v~ - ~ r~ _ f ~ - 1, ^ -1` r f~,.. i
- .J , - :

x ,1.. ~ _ f r . 1 , ~ t -a.~ r ~ - _ 1 ,ter ~
, - . ' i F ~ ~ / t i i , y y - . - ray ~
. _ , ~ , ~ . `A\ ASS `1- ,.r kq t - 3 \
ll l ` <.; ~.4 ~ ~ Y1 ~ Via:, v.,. fJ _ 1`' i~ % l :j~ / , ~ APPRBACF~
N • x_ 1 ~ r ~ , ` F, _ ~ ~ ~4 ~
. _ ~ 1 ! ~ ~ ~ J - - _ ~ _ _ ~ • ~ ~ uT
q ~ ~ ~ ~s ~ ~ 7r 3 , ~ . 3 t ~ - f ~ a ~ n
'1~. ~ ~ .r _ ~ _ ~ . ~ ~ +I.I ~ / ~ '4' l T /
A~, ~r[~~ ~ ~ _ C , ~
~ ~ f ~ / ,
- ~ ti.~~' ~ Gam' / :'`i°~ . , ~ s; _ ~ I ~ t'. j x~b ~ ~
~ Q ~ ~ ~C3 ~ ~ • ~ j~ f ~ ~
- 'J iw~~
IV ~ - ` 1 ~ ~ ~F . ~ - ~ / 1281 - u~ ~ r pY,~
~ t ~ ~ ~ . _ i , : ~ , k, 1 t ~ ~ ~ ~ 1 , , f F ! r.
/ ti ,1 A '`i"~ _ _ , _ ~ W~ , / 4:, .fir) LJ ~rs'~ " ~ vt / -'.Y ~1' ~a~::=;~..,t~--~~ ~.~:u 1~ ; :t .a ~t ~ hid 1 y
i i _ . y 3 ; . i . ~ ~3 ~ 4` , ~ ~ • - ~ / ~ 'r.
i / ~ ~ , _ ~ , ~ ~ , _ ~.i X1;54 - t~ i ~ i r ~ / _ . - ~ ~ ~~S 2186 ~ ~ ~ ti - ~ ~ ~ ~ ' rl
p ~ _ , _ ~ _ ,
~ _ t ; ~
/ / 1 , ~ 1 .4 ~ ~ j. i1[{liilf{(lr
~ s'
\ ~ ~ J ~ - 1 i ~ 4 : N ~ ,

4 t ' , v . ~ ' ~ 268 ~ ~ o o N °~y
~ t _ ~ 4. S \ . \ v guy cn ca
\ ~ i Yd o 01, 'V p Q
~ _ _ - ` ~
' i ~ [fir i 1 ~ , , ~ ` \ ~ /N 1tllEll
r ~ ~ i ~ i - ~ - , h y . - 9 . , E~E ~ ~ , ~ 1, ~
~ ~ ~ i ~w , ~ it 1 ~ ;a ~ . ~ . r ~ ~ , . s~ ~ ADER ~ ` \ ~ 1 \ 1 t ~ \ ~ ~ ~ J `
~ 1 ~ ~ ,
~t ,a~~ • ~ ~ ~ ~ - - ~ s v ~ i ~ t ' ~ . ~ ~ ~ ~ i ,
~ ~ i t
t ~ ~t
~ i _ i t ~ i` ~ i ~ i' V :d \ ~ ~ ; I ~ ~ , , ~ , t, 111 1 j ' 7~..~ .4~
6 .f - j 1 ~ ~ ~ ~ ~ ,v ~ •v 'v ;cam ~ 't ; ~ ~ N'~ 1 ~i ~ .
~ ; l ! ~ ~ ~ / i ~ ~ ~ ~ k r 1 F~ ~ 1 ~ ~i ~ ~ ~ 1
~ ~ / l ~ ~ 1 % r' \ ~ - _ 0~ ~ , ~ ~ ~ ~ ~ ~1, ~ ,
a ~ ~ ! ~ j ~ • ~ , ;A _ ~ 11 ~ i\i ~ ` t 1 ~ , 1 , ` S N ` 111 •~z ~ ~ s
~ ~ i ~ ` , ~ ~ 1 r
1 1 1\ / / t ~ i i N ,
~ ~ i • ' ~ ! { i i t 1 ~ 1
~ ~ ~ i 3 ~ / ~ I it ~ l1 ~ ~ 5 i 11
' ; ~ % ~ f ~ ! \ ~ i ~ i ' ' ~ '
1 ~ _ ~ - ~ ! i ~ti A"" i ~ 1 I V j r ~ i ~ 1 l ~ ~ 1 i
~ ~ N~. ~ ` ; ~ ~ , i ~ ~ ' ' ~ ~ . ' ~ i ~ ~ E
~3 - fl - - x~ ~ ~ /ry ~ 'ti~. ,.f ' r~ r , ,It} t
~ _ 0 t ~ ~i ' ~ ' /
~ ~ _ ~ ~ - - ~ ~ r ~ , ~ r 1'. a 111 ~ . ~ ~ ~4 ~ l 1 i
~ ~
I ~ ~ ~ ~ ~ ~ ~ ~ r~l~ ~ , , ; ~ ~ ; , ~ ~ y tP, ~ ~ ~ , a ~ ~ ~
$ #33 ~ ; E
t t 1 q,,,,. ' f t3~ , NO ES: ~ - , ~ ~ ~ • ~
P - r ' ti 'ti ~ L, ` ~ i f 1 I' ~ s , . Q ~ ~ i 1 _ ~ ~ ~ ~ .
~ ~ + j ~ , i i ~ t i f, r, RIP-R PPED ALE ~A~EAS ALLY E ~ ~ ~ ~ ~ ~ ~ j ~ ~ ~ ~ ^A, fry
~ , ,j , ` ~ . ~ ~ ~ _.,,...-r G SSED ' ~ ~ MIN. ;BDTT M, 3:1 SIDE ~ OPES, 15 ~ ~ . ~
~ 1 1 rn , - ~ ' ~ 1 ~ , r . ,fl ~ l ~ : / ~ ~ENq~TH CL S B 5~ONE~ 6 DIAME ER , ~ ~ . ,
~ \ ti i q
~ ~ i ~
~ 1 , ' ~ ~ ~ c~, , 2: CR~SSED APPROA H STRI ,SHALL BE MI . 3 ~
; ~ ~ : ~ ~ ~ E ~ SOD STRIP, PLACED ~~S Sly W~l PLAN.
~ _ ~ ~ 1 ~ i ~ ~ .3, ALL ROQE DRAfN ~SHALL~QISCH GE ,TO~STORM ~ ~ ~ ' ' ~ ~ ~ iP rte.,
~ ~ i 7 ~f \ ~ ' ~ ; " ' ; PIPE CA~CH BA I~1 OR RIR-R~1P DISS~ ATQR
t / 1 ~ ~ E , , ; RICR 0 ;EN RING BI RETE»TI~N ;AREA..' ~ ,
~ ~ ~ f 1 i / ~ ~ 1 mss;''' ~ ~ ~ i( ~ 1 `c ~ ( t f ' I . ~ , ~ 4: EE ~ SH ET D2 I` OR DI RT~R 4X AND~LEVEL
i t ~ ~ ~ ~ ' ~ SPRE~ER ~ DETAI LS III
\ t ~ -c.. ~ \ , ~ w i ~ ~ i ~ r i j ! 11 ~ . ~ ff a
r ~ 4Q6 _ _ ; .
~ ~ ~ ~ ~ # ~ ~ ~ ~ ~~~,r~
t ~ i ~ ~ t ~ i ~ ~ Z L~ ~ ~ , N ' ~ ~ - , - - ~ - - , y v ~ i fir,. i ) 1 jr ' ~r
i 1. I \ \ 1 . ~ r
~ ;t ~ ~ ~ ~ ' f / / i t ~ ~ ~ ~ t ~ t.....u~W:,
A 1 ice,.-^` i , i 1 "t ~ ~ ,t .t ,t t ~ y ~ ~ ~ ~ ~
i \ ~ t / I ~ ~ •i t ~ ! ~ ~ 1 ~~;qa
- ~1 1 l '}j }4 ~ • t _ ~ 1 ~ may( f 1 r i , • , ~ i i
~ t a ~ , ;c - ,t ! ~ ~''t i ~ , ~ v /
1 ~ , ' ~ ~ ~ 1 . g 4 ~ , , w / ~ , . 3 . 2 . ~ ~ ~ ~ ~ ~ ~ ~ o U to N 11 I
f t 'i ' i•. t l ( ~ ~t ~ 't 1 ~ ~ ; i i : S / , ~ i © w 1
r ~ . ~ E _ - ~ i f~~ ~ , j - ~ 39 ~ t CB #32 ~ _ - E ~ E , ,I ~ z ~ ~ I
~ ~p ,l 1` ( t '1t r ay~f Lye ! 1 it 1 ~ ~ ~ thR ' k1 _ 1' ~ i
? o , ~ , m ~ ~ ~ ,t • "i V' f ~ ~ ~
~`t } i - -~ti ~ ~ ! , ^ r - - - , - . . - ~ N
t 1 1 , t 'S t r~ t _ IV i r1 ?a~ ~:1,2.,~ ~ Fr,!'J Ee'°" ~'l ~ ~ r7':~ ~ r~',E !1 1'i ~'_'1 4~a ~ r--7 r~ ~ ~ wi""i 1• ~ ~ Q ~
a ~ ~.G,T t . l i V ~ ~ / v i~~~- ~ ~ , BiQ 1~- ~ ~ r~~ _F~ ` S!~ L ~.~:1 G ~ ~~~.f-~f~ ~;AC.~.:~ ~ ~:b' ~ .al t~ ~ L. J ~1 ~ ~ :..+1 Q Q V ~ Q ~ O
.dd t ~ ~ 1 t ~ i '49 ~ .1 CB #31 I~VE-RAE _ ~ - ~ ~ , z ~ ~ ~ ~ ~ . ~ ~ , . '-t? -50(/3 ©U~U
~ Y Q. S ~ v , ~ ~ ~,t , ~ p J , S ~ . - _ _ ~ _ ~ .Structure Rim fr~vert !n invert In Invert Cut Pie Ta Structur Ta
t 1i - ~ f. t . lam. { i ~ ~ ~ i , 'tea a rl c! ,e ~ `;a .r~ s'7 - 4`~ BIO.94
~ \ S t ~ ~ ' li. `t • ~ , _ ~ C~ #2~ 2395.75 . ~ y 2391.75 180 ft of 15" ( hd e at 1.0G°/a C8~27 OCS - YI
I; t ~ , 1 i t { } t ~ ~ \ ~ ~ r'' 1 ~ t, `j ` j ~ t ` i i ',i l ~ f' KP `'~7 ~ }fin ,r~';~ . 7
j ~ 'i t 17 1 i ~ ` 't a • . , _ r ~ . ~ ~ ~ ~ r ~>a-~ 5
~ 1 ~ ~ ~ "~t ~J r7 ~ / k ~ ~ , ~ t ~ ~ S W,. 1 , O ~'t'~~ ~t`t 1~1 ~ ;.t ~~ti i~ - 3 6 ~ : r. ~ ~ B #33 ~ BIE-16 ~ N ~ r . 2389.95 2339.3 84 ft of 15" h~ p at 1.01 °'o CB~23 UCS - YI r~ ~ ~J
t ~ k. 1~,r
~ ' tit ~ t i~ ~'1 L ,.rh r.~ ~ i ` j 1 ~ , , ~h ~t~ r ~ _ , ~r ~ ~~~~-,r ~ SP EADER" _ . ~ ~ - _ ~ r- r ~ : ~ - ~ ~ _ ~a - , ; . _
a , ~ ~ - CB#28 239 00389.00 2389.00 23°8.90 42 ft of 15" hd e at 9.76%a GB~29 JB f~
O i 1 i ~ i ;
~ ~ j ` ~ ~ F v ~ - ~ ~ ~ ~ : ~ _ ~ . ~ C~29 23$1.90 2384.30 p . _ ~ _ .r 2384.80 2384.60 62 ft of 15" hd ~ at 1.77°la CB~33 JB ' W
.I~ y tt tt t t t 1 t ' i l.1 ~ ` l t / ~ i ~ ~Y - ~ _ ^ J`\ , P: G-~
i , ~ ~ ~ t~ i i ~ , j S _ \ -'r - . , ` CB#33 ~~.8i.90 2383.0 2383.50 2383.40 95 ft of 15'' hd e at 5.95% DlS3 JB gg'' ~ ~
t ~ It i ~ ~ ~k _
I~~ + `U - Cf~- 30 2383.75 2377.75 ~ r t' il , ~ ; 23x7.75 237x.6 60 ft of 18" hc3 e at 31.08% DIS~rr9 ACS ' Yl , ~ 'a ~ ~ .
~ ~''S ,t ~ ' t l ` \ '•t t ~ 1 ~ / ~ C8 r y~y! 1'' -•.:1 k f - 'In
. ...:::.;c:: 2359.00 ~ ~ , r'~'v~'
. ; t / ~ _ i l~ ~ ~ f r i r'~ ~ i t~ ~ L.!. _:i
N 1, \ ; 4 , i , , \ ~i, ' - - . ~ g ~ i R~~~ 3 t ~1 1 i : •,,r ~ - - _ _ _ _ rv' ; C8 ~3L 387.80 r~ . ~ _ - - . 2335.80 45 ft of 15" hd e at 0.51 °la CB#31 CB
~ ri ~ ~ t t, ~ \ 4~~ '1`~~:L'1 _ DRAIN ~ , ~ ~ t `~Y ~ r~~ ' ; ~ ~ ~ ` _ j 1
i ~ ~ i t t ' t t It \ ~ f ~ f ra _ ~ . ! j / ~ - , ~ ~t r t \ - ~ ' ~ G~#31 2387.80 238.57 3 233.57 2355.47 65 ft of 15" hd at 2.57°'a Div. Bax CB =
~I RA,, ED __-~-r~~" ~ , \ - D~v.Bcx 2337,Ot~ 2334.00
~ ~ _ Rood . - 7 ' 6 ; _ _ _ ~ , . _ _ ~ , - r A , ..tJfiC~- ~ ; , r - 2384.00 2383.80 20 ft of 15`' hd ~t 1.50% CP~33 CB " ~ ~ c
1J""" ~ I .t AI - - ~ + ; 1 t ' ~ ~ ~ / / ~_YYr _ l Jam,.
r _ / ~ 1 ~ t~ ~ _ ~ , ' ~ 1'L - _ - - - _ - - _ - ~ ' C~#33 2400. ~5 X14-~7 239=1.15 135 ft of 18" h~ e at 4.44°!a CE34 QCS - YI 4'~'~-~ ~~1':
_l. - ~ _ _ , ,
~ ~ t , , ~ , 1 - ~O. ~ ~ - - _ J / ~ r ~ rte...-~ ~ i/~j', ~ t , . \ " ~ T _,e. ~ . . V 1 _ r , BEO-98 ~ ~"j' Ajj
• • , y' - - ' ! , _ _ , ~ . % . - , , Cf~34 2394. ~ c 2333.75 2333.75 2388.65 145 ft of 18" hdpe at 1.14°jo C~ 35 OCS - YI 1 y J
Y i .r._ - . J--
, - . ~ ~ - 3 6 - , . _ _ , 1 9cry(~.ry9 ~ y~ E~ r^~~ W V l
l~ ~ _ _ ~ - ~ ~ _ , - CBS 35 2390.50 2387.00 233x.00 233G.90 54 ft of 18" hcf .e ~t 10.93% CEs~.~36 CB ~ ~ ' ' ~
1 1 i ~ _ \ ` \ ~ S ~ ~ 1, t 1 / - - ~ ,1 _ _ - ~ - ~ - ~ , r . - - . - . _ - . z~a . . . .
f _ - - - J ~ r - ~ _r--- _ _ - ~ CE~~sG .,84.50 2381.00 , r a . _ _ 2381.00 2330.90 70 ft of 18" hd e at 1.29°/a CBS 37 CB
i ~ ~ ~ iii i % ' i .r-.. c~..
/ ..fir \ t ! t , 1. v~) j r.•'. / ~ i . r . -Z ~ , ~ ~ Y-- ~ _ ~ ~ _ _ , 2380.00 2379.90 ~ ft of 13" hd e at 13, 78°,~o Div.~ax CB ~
,1 1 a t ! ~ / ~ ~ ~ .w- , - . _ _ - 2 - - _ - _ f ,
I ~ ~ ~ 't ~ , . . . - ~ _ - _ ti ~0 00 t . r _ . , ` . , . 2313.70 2373.40 35 ft of 18" hd e at 21.86°Io CBS 30 CB
t Q. ` It ~t \ it `~4 't ,i ~ - _ , i is i ~,i-'- _ ~ _ ~ v , . , ~ ~ - /
- J - 316 ~ ,i, ~ _ . ~ ~ a _ r 2365.75 2365.65 60 ft of 18'' hci e at 39.42°~o DISS~10 OCS - YI
\ ~ r` ~ ~ ~ ~ ' y ~ - _ t L. ~ _2 ~ . , - _ - , - ~ - 2 - _ - - 8 r--- . _ _ _ _ . _ _
- ~ ~ _ _ _ _ _ _ _ ~ ~ / _ - Gf 510 2342.00
I .s1 ~
I ~ 11 ~ I a

dJ ~ ( ~ BAR SCALE 1° = 40' .r._. a I
i ~j
l 0 40 80 1z0 160 { 1
I Q a _1 . ~ ''l
I ~ N4. D~ !0. DATE BY REVISION DESCRIPTION

'
1
~I `.~2I0~[~IH 1klt~ .[~I'T ZS HZGt 9~Zi l4~ c 1~0Z 8Z£ ~~Z8) Hd ~
tlill i(tt
p o000 C} r ~ ;qty a poo oop V r F~''l :'A ~I.;
p N p r L.. ~r";. .1y.., a ~ o r ..z-e.~~-~s.. ~.,a IE,-~c ..,.?~a i ?l"~/ o ~ f, , ,r!~yt `~1 `I "'1 ~1~.1~'' r,.:.':: t;,;e:~•. t.-.. ~""~r~ ~1~i.P.'."."q ~'1 n I ~M~IIi~~ N~IS3a ~ ~ `'~a ``4~ I ,rt
_ : ,r 7 7 d ~j I'" r'~~ I. o ~G~~G - I~' ~tl= ¢ t~,4: ( ,~V ~ ~ 1- ;j u,"~
I,. i~. ~ E` ~a F,,, I t1 - ' s~ ~ ~'4' ~ i" 1'~ I ~ 1,i ~ ".t I,_. r p p ~ P~ v~..,..:.,:4 L:.9 ~ ~'~.~5 ~.'._'i ~''...'.ti!.' ~M { 1, t ~ ~ ~ . A
4 t- t, fir. I IF!~ 0 11 0 A; ,r, / !,,!.5;.11 B ? <t' : ~ r o f~' o ~ c, , t F;~, t r r o ~o ~ r,• el G r"- r CC , F~ , r'~• C Imar^j P, l" M (a _ ~ ' I_ ) ~ 4~r~r~ ~ ','t t~ f.~~,fl ~_4;1 I, , ti_-~.~ ~ 1 ~1 ~ ~l'~ (i"...:~ Gi i, G~ 5,,~_ 4 ~ tt~~ rr .h C~ r :~Y' ~ ~f,r ~ J al~j' ~ ~ ~i m ~ t~n_>f,
E ~ a u.., 0 0 1 ~'i , ' r Q ~ ~ r ~ ~ ,bap /SSA pa I: i ~ i ~1 f . ~ r{:~ t F 1 ,f / °po 000 ~ ~ ~ v ; i ~ ~ ! , ,off-« ~ ~~b~~ r~,r.;~ ;1 ~I t i v, tl ~ i4, 1~ ~
r ~ ,1,. ~ ~ LOOZ Ndf ~~1d0 ~
k oog~o . aN gar
~ ~ / ? , ~i • I ~ ~ ~ r ~ ; w ~ r I _ ~
. y,,.. ~ V ~ / ~ t 1 Ir ~ ~
" i ~ ~ , ~ , ~ ~ ~ , ~ . •N , ~ nf~~ W~ 1 ' I } i . / / i V ~
i i; j r ~ ~ ~ • R~~' ~ ~•h~. Af l 1 'fi`r I . - / r , -
t, r ! I ~ J `i ~ , _ r r,...-^ ~9 , . , ~ , ~ c~
~ , ~j'-, _ ~ ~ ~ / , f ,`~i I ~ _ ~
\ r., 1' h ..I~~ ~ ~ ~ ~ ~ " /4, y ~_.>_a'9 ~ ~ J 2 w ~ t , ~ I I ~,a
® Y '~A, y- C, . ~ ~ ,r ' ~ ~ , .,1 ~ ~ , _ ,r • •
~ y1 - ~ X ~ ten, - i . , '~;1 ~i ~1 ~ rt~-'Ca~;:~E; 'f ~'~1~~~4? \ l f '~~t f i ~ ~ 1,,v, ~ i ~ '~t"'r l.J / ~ ~.a 4 f ~
~ l tir '~r tit \ i y
/ / / 1 d~ ~ ~ , i ( it n. ~ t; ~i , W .
! II I,,, ~ ~ -
i i~ _ • 1 , 1 i a / ~ , r` r ~ (t~ ~ ~ ~ t e ``ham L ~ ^ • ~ ~ /(7 ~ (l/ry) lid m ~ t i 1.~ 1',~,.+1 J
141/ ~ ' t ~ ' f ~ y / I, ~ ~ ti i yr~l ~ ~ ti / r ~ 1 ` • - ,
r n,. . . ~ y . ~ ~ ~ i%' ~ .,~,~~y `r ~ - ,~7
~ All ~ - ~ I Il;i f i~ I. ~ f % ~ ' y C ~ r-, i I _ -
~ , Fri . _ ' / / i' n i ~A,.,, , t~ i ~ ~ a ~ ,
, ~ ~ 1 1 ~ ~ 4 1 , wJ Y
l ~ . ~ ~ . - _ . ~ ~ Y \
. , . , _ . , _ _ _ - - . r.. / ~ ~ ~ r / - \ ~ 1 ~ `y, .tt ~ `
, . L; • , ~ i h, ~v \ A ~ r' .N \ c -r - 35
~ , w. . r l ~ ~ ~ ~ I ~ / _ ti..
. `V / ~ _ . . / - / r / ~ ;;,E , ~ ~ . ~ j ~ ~ ~ ~ ~ ~ ~fl }.•td,
i ''11 . ~p,~ ~ ~ , r, 1
? n / I~ ~ M, ~ ~ ~ ,
. _ E ~ / ~ , 1 ~ ` ~ / 'i l i ~4r'r r
ti. . , - , i r i i . ~ - \ w, 4 U m ~ _ , ~
JAS. . ~v' \ i C / ~ _ ~ ~ ~ s~
~ , / I r~,.~» -..-.,~y ~ . , H ! } try ~ ~ ~ ~ ~ ~.J
I . . ~ . d Q (Y ~ ~ ~ , • ~ ; ~ ~ 1~
lu - , _ ~ ~ sic;. c 1. ti ~ ~ o r' d' ~ ~ ~ ~ ~;i , ~
, ~ Er a~ t,•r. ~ ~ 1 _ ~ ' _ ~ L rl, ~ n. ! , , - \
i i / / ~a i ~
- ~ 1 s ~ ~ ~ s..• ~
1 / ' / t ~ .C , , \ 1 \
u ,r, i _ ~ +f"j~
A / / i / . 1 ~ /r~ ! b i f''~ i~.t' :y r .w-~a ~ ~ ,~z- ~ Iv
~ ~ I ,5 ~ ~ f t I ~ t ; • I ~ t4
I l l f[J ~ ~ / i 1 V I I ~ X ~ ~ .r 1. i ~ ~ ~ r"
' ~t 1 k ~ ~ r I I~ 1 \ i i ' r • ~ ' i Gf , , i, ~ ~ l ,.a.,,,~ it
,t
I ~ ` it ` ~ i ~ ~ f i ~ I I / ~ I, ~ n1, t F,' ~ ~ ~ I F f a ~.y , ~ i I I If.~ i ~ I ~ I .
f J ;,;4 'r 1 ~ ~ ~ 1 ~ 1 I ! , " 1 1 / \ ~ ~ r f ' I .4` 1 ~ t ,fi i ~ ~ , '-i
r,r i y i 1 - j ~ I ~ ~ r~ I ( I t ~ ; ) I , ,y ~ I t I I~~ 1 i i ~ I ~ ~ ~ ' ~ . ' m"1 ~ \ , I ,:,1 r ~ '
1 I i r. I A ' 4~3, ~ I I I I I r I i I I I I
~ ~ ~ i ~ ~ I Ca I '1 i ~t ,i , ~ t ~ E ( I ~ I ~ ~ i t ~ ~ f , , ~ j_ ~
i ~ ~ i ~ ~ ;I 1 i ~1, i" .1, ~ I
......r 1, I w l ~ ~ a ~I . , N7 1` r 1 ~ `1 1 , ~ ~ ~ ~ ~a . 4~ i . ~ ~ ~ ~ A li '
I ~1 ~Fi i ~ ~ ~ v f ~i ~ . ~ I I I , I I I ~ I f4Y l 1 ~ r r ..,,...m ~ ~ , ~ , ~ , r , tr'i ~'"c 1
' t' I ~~~i , ~ ~ I I ~ t 1 j'. I ~ ~ 1 I I 1, ~^y~ I ~ I 1 , c . ~ I . / , ~ r r, t s. y i i , ) - . } f 1
A ~ s P r. c; , t ~ . °~%`Pa i V ~ I y I ~ ' ;y , 1 ^i 4S 1
t I ~ v ~ 1 1 I ~ I ~ ~ ~ I ~ - - ~ ~1, , ~ \ ~ 1 . I >#dT i ;y ~t ~ ~ f ~ ~ ' t 4, - _ . r ~ ...r- . ,
~ ~ ' + I ,.w....... _ G~'
~ I ( ~ d~ 1 ~ , ; I 1 ' 'S~ .1 I~ . r / _ ,i ~ 0 : ~
j ~ f,~ ~:5 ( , I r i ~ ~ ~ , ~ 1 rr . ,1 1 ~ ~ ~ ~ I , , , I ~ ; ~^~y
•r' tii i \ ~ a~ U I ~ f ~ r, . _ - Vj . ~ ;
of ~ ~ 1 I 1 V , ~ ~ 1 t5' ! _ tit a / • r : ~ - C~
r ~ ~ ~ ~ ~ I . ~ ~ d
~ t I i ~ ' i ~ ` ~ , A ~ ~ I c{ I ~ i , ` \ , - i
~',2~ I r I ~ ` , s~
I ~"T. v ~ C~ ~ - '
r~ i i Q ~ ' 1 ` ~ \ '
~ _ /
~ I ~ ~ ' } . _ ,
j' i ~ f,~`v ~ _ 'I 1 ',1 Q d, ~ - G,, - . ` ~ - f r ' . , . ~ ' F r~ r
~ ~ ~ i ~ ti 1 ~ CY_ r 1 ` ~ ~ try ~ ~ 11 ~ ~ , ,r
~ I I j j '1~i~~ C~ ~ ~ ~ ~ ~ ~ r i ~~'u Gh r
I i , ,I ~ s ~ r ' ! . i'r' I
I ~ ~ ~ ~ ~ - ~~-r;> ~ I I ~ , i ti
~ ~.:._a ~ ~,~J , - I ; ~ ~ ~I. : , \ , J \ \ ~ ` r~
I o ~ ~~'.:d , ~i l~ i ~ ~.1 ~ ~ Is, ~1 i i , s ~ ,F ~ ~ Q \ G -
1 I " ~ i,r.,,', ~ y" r~~ r;, , F
r I ~ i Fr ~ p i ~ i I f
_ , ~ ~
' ` ~ (1 ~ ~ ~ ~ ~ ;ii ~~w- ~ , v~
`l
~ y ~ 1
' ` 9 .
„ ~ ~ ~ ~ i.- ~ '
r f C v f i ~ ~ 4 ~ R i ~ i
: ~v , j ~ ~ 1 . ~ _ _ . , ' v `'r'`t,,~ ~ \ ~ I' ' 1
r ~ i II ~ , ~ k , l 1 ~ ~ ~ + i
~ 1 , ~ .~y - ~a y q 1 ~ it f r ` C~ i i \ ~ ~ ~ ~ I
frh ~ _ _ ~ J J~ / I , ~'1 ~ rt 1 r e ~ ~ ~ r ~ ~ g~ 'v ~ ~
r~ i , 1 , I \ ~ ~ ' ~ 1 ~ l i
lwl . i i , ~j ~ ~ ~ ~ ~ j ~ \ ~ ~ ~ ~ ~ I
1 ~ ~ 1 1 ~ ~ , ~ ~ ~ ~ ~t ~ r - - ~ 1 j ~ k ~ r` t
~ , . ~ ~ 1 ' 1 ~ i ~y i 1 '
{7 ~ ~ - 1 i ~ ` ~ ! i ' ~ ~ ~ I j ~ I I - ~ I 7 ~ t I ~ 1 ~ ~ { .
~ ~ f ~}~~1~~ J F F I ' rv^'I j r~ I 1 `J
~ ~ ~ ~ r A I ( ( ~ ,w ~,G /fir ~ I ,
/ t, .1' .~.sF'-,~. f 1 • it I ~ ( ~1 `:y . ~ / _ , 1 / ~ I ~ E , i 1 ~ i . ~ ~ ~ ~ ~ t I i ~ ~ i
r I. r. ~ . , i ~ s.._ ~ I I 1 . ~ ~ ~ i ~ ~ I , r ~ ~ I
~ ~ ~ ~ r ~ Vii' i n"J„ 1 ' I
J \41 V I IY ' \ \ ' ~ \ \ r \ ~ j ' ~ I I ~ ,,,e ,
' ~'a. ~ \.J ~ l I t ~ ~ \ I . , I - ~
q r r, ~ 1 W ' ~ ! ``I , e ~ l 1, ~ , I, i ~ ~ ~ ~ I +
/ ; - ' ~ ,
~ ~ ,
~ A .r"^ ~ c~ ~ 1 1 ~ r-~ ~ ~ ! r `lq ~ yep ~ ~ v ?'a ~ . r ~ , . , ~ 'I 1 , u,a
. i ~ ~b - ~ k ~ ~ ' I Vii; ~ ~ v ~ ~ t~v ~ ~ l ~ , ~ , - ~ , 1 ~ , ~ ~ i
~ / ~ ~ ~ ,
4' ~ r~ Et, ti ~ ~ ~ rx a , , ~ ~ ~ ,o 'y?~ i~ "^;Yl .w'` ~/~.;i ~f1 V ~ 1~ ~ r ~ 'ti~a 1 \ r , ~'i
: ~ 66 ~ ! / 7 `1~ ; ~ \ 7 ~ ~ ~ c ` ~ t', \ t Rte'.'. ' ~ . v I ~ i ' ~ . i ~ r~' it
~ ~,r `,t~ ~ ~7 .w... ~ R`" ` ~ s, q ~ ~ ~ ~ ~ A ~ ~ ti i i r ~ - ' 4 r 1 ~ - - , ,,r'A t C
7» / , i 1 ~ ~
l t / e~l. ~ . A k~ \ ~ A 1 ~ ~
t .=fin,. ~ ~ , ~i x'! ~ v ,V~ r A. ~ 1 ~ ~
t1.~ 1 ~ l r _ `
i \ ! ~ ~ , ,r ~ ~ ~ ,
/t~ , , ~ 'q~ 1 ~ . C~ ~ ~ ' ~ ~ ~ i ( ~ ~ j,' r , ~ ~ ~ i . ~ , . ,
~ ~ . ~ I ~ \ L ~ r ~ 1 I i - _ r r , r / ~ % ~ i ,
1 1 , ~ ~ ~ a <~5 /^q ~ ~5~1 1 ~t
,1 r 1 1 / ~ \ a tt ' ~ . ~ ~ I 5 ~ ~ ~ _ . / /
~ ,.7 ~ i,,.Y V i _,..1......,-~s,. A ~ ` ~1 ~ ~ ~ ~ ~ 1 A ~1 E" ~ it ~ I l i i t u~, ' ~ ~ ~ -
~ ' ' ~ ~ t I ~ ~ t ~ 1 R7 '~l 4 j l~ ' ~ ~ l~ \ t 1 ~ i ~{.v mot., 1 V ~ f. r.'1,,4`~'~ f ~ ~
Y r ~v ~ 1 ` '1 1 ~ ~ r / 1 1 ` I \ \ ' ` \ t 1 `;al r ~ ' ~ ~ I ~ ` v ~ ~ ' i ~ -~----w 1 ~ ~ r ' ' ~ ~ ~ ~h~ , ~ ! I i~ , I ~ ~ , ~ r ~
' ~ ! f r 11 1 , `I , i I 1 , ' ' 1 ~ . \ i ~yt. ~ A I I ~ , ? ' ^'..-.-i-~-+,, 1 ~ 1 t V ~ ~ ~1 1 'C1 I ~ I ~r ~ I I r 1 1; r. 11 r ~ ~ i C? ~ J I j I j I ~ ~ ~ A ~ i r , i , ~ ~ ~ ~ ' I W i ~ _ t
~ I II i; ~ f ~ ` kr' , ~ I, ~ I l i v ! q1 , 1 ~ t i 1 .r ~ 1 ~ 'i 1 y?~• I I I~~ ~ ~ ~ ~ ~ v i t'
~ ~ ~I ~ FI ` ~ ~ i I ~ r I ~ I ~ i f I ~ ~ ~I~ 1 ~1 ` ~ Rnlo ! I ` ~ j ~ i ~ ~ ~ i Y ~ I ~ ( ` I1 1, 't M i I , ~ ~ I I 1 i ~ r ~ 1 ~ i I r~~~ 1 ~ ~ j ~ r ~ I r v i r ~ i I ! \ I j h 1 i
1.(' r I ~ 4 I I ~ I i 1 ` l 1 I ~ 1 i ~ \ ~ \ ~ ~ ~ ` : /r ` r i I ,•f'` I ! ! ! t' 1 i 1 ~ - t j ~ r I ! ' , 1 .I', ~ ~ ~ 1 (~f ?'r~ I ' r ' i ~ ~ Cr ~ % I I ~ J I i ' ~ `1... r, I t '1 ~ ~ ~ ~ I ' I , t ~ ~ ~ f I j I I r 1 ! 1 I~ i s , r
+.:.j ~ i I i I r f 1 ~ i 1 i J r 1 ~ CIE r ~i ( 'f I ~ I i. ' 1 ~ ' t l i t I I i t wY l i i fy' \ V j t j l I i ~ ~ i r 1 i ~ , ,a~ l ~ ~ I I ( s v ~ i ~ 1 ~ I ~ ~ ~ IW' i,1J ~ ' I ~ I ,j ~
fi ; ~ y,.~" ~ ~ I r ~ r i i I ~ ' Ir I I i t } l i ~Y i f ~ I ~ 1~ „?r I I ~ ~ ~ I I ' ~ i ? ~ i ~ f ' ~ i ~ r I f ~ ~ } ~ ~ I I j r i i t i f'` i i r r I j 1 ~ k; I i t y, ~ Y
r , r i l~ I ~ ~ ~ :?7 ~I I i I ky ~ , i . ry ~ r~ j?~'' I f ~ I ~ 1 i l r ~ I I ~ I ~ I ~ I r ~ { ~ ~;~1~~ i I j w ~ ~ G r , ' ~ ~ , s, ~ ~ ~ ~ I y ~ W ~ ri ~ ~ i ~ ~ , ~ t ~ ~ --~-0~9~'~.- ~ ~ i ,
.,r . ! l i I r r` I~ ( /r' ~ ' I I i 1..! I I i I i i ' i t ~ ! ,I I i t ~ I ~ ~ ~ t i r v~. i ! ! ( ~ f r ' V. ' 1 t i 1 I l I ' I, i i - t! . ~ ~ I! r I i ' t I ' ~ ~ f r ~ ' f ~ Ir i i l Y' r I i ' I ~ I i ' ~ 1 1 ~ W Q- ~ ~ ~ ~ ~ ~ A j ~
j r ~ ~ ,r/, ~V / ~ ~ I f` ~ r i i I 1 i ~ ~ r ~f n t ' ( ~ ~ l/1 r, ~'u~ ~ v A t ~ \ I N, r l ~ 1 ~ ~i ` {
d.r i I ~I V r i~ ' l ~ l ~ I I ~ j ! r ~ i i 1 ~ ~ ) I ' . l.' i~ r ~r! ~ - ~ ~ i r r
l J i ~ I J i l '~l'- ~ r' ~ ~ l r ~ ~ / ~ i~ i l ~i ' ~ ~ ' r ~ i~~ ~ I I ~d:,"~'' i 'i t ~ , ~ 1 f ~ t !J ,a 'i ~ ~ < < i
. ~ ~ / ~ ~ ~ r / l ~ ~ f i ! I l 1 t ~ fj j ~ I I i i i a r ' . N- ~ I + 1, , p ~ ~ , ~ ~ ~ ' i i, 1 ~ ~ ~ tit f I
"I ~ ' ! . ~ / ~ I I ~ r % ~ i 1 G7 ~ ~ I , r ~ ! , ~ ' t 1 1 ~i ' i r ~ 'dim ~ ~ f; j ~ ~ 1 \ t I
- ii t It - ~ ~ ~ ~ ~ ~ j ; w j 1 ~ ~ J~ II i V i l rr
i i ~ ~ f r 1 j ~l_~. ~ ~ r ~ i ; ' ~ y< ~ ~ ~ ~v. w ~ I ~ '~~1, ~ ~
r r ~ r I ' r~ ~ f{,r i r j I 1 ' ~ i i ~ ~ i ~ 1 r I I ~ % ~ ~ rr' ~ ~ ~u r fir'? 1 + ( i ! ~ i 'f ~ r ~ ~ r i i ~ ~ I t'• ~
r t f i l' ' y, f,.a~ r.. , , , ; , ; ; ,t~. h'' b, ~ ~ ~ ~ i ~ 't ~ ~ n~ ~ ~ ~y ~ ~ i i 1, ~1,
' l ; ,'t~ i I r ~ ~ , i ' r ' f"') ~ I ~ - l i , I ( C1 ~ ~
~ l ~
~ ~ i i ~ ~ ' , ' r ~ . l ' i l ' ~ ~ ~ r l I ~ ~ ~ 1
. ~ ~ f ~'n 1 ~ I j' i' ~ ~ i i rj 1 r ~~+,y ~ ~ I r ~ j 1 ~ ~ ~ \ . . t ~ ~ ~ , ,
~ ''J !j I I r / r j j - I . Pr t it Z ~ ~ ~ i~ 1
~ ~ ~ ! ; , ~ f , f j ~ i ~ i i , J ' .'V r , i J , ~ J i (^~y~, i~ ~ i~ rr.~ t ' 4 V/"7~' t r Ali f\ i
. ? ~ r ~ i I i it `~'J r / i I ~l/ ,
- ! i i ~ 1 I r ~~V i~ 1 r % / ~ ~ V ~ ~ V ~ v ~ \ ~ ~ 1 ` ~ ~
1 . 1 N
i i ~ V'r iJ ~ i rf l ~ I ~ V 1 ( j ~ J ~ l r ~ ~ ~ 1 ' / ~ I ~ ~ t . 1~ ~ J J ' i I 1
,f!~ ~ 1 ~ ~ ~ ~ ~ 1 Q C} 4 , ` 1
, / ~ ~ i ~ ~ r j , ~ lull i ~ i ~ I ; , ; l r 1 , ~ ~ , + i~ I `(`v ; ; I 11 t ! ~ i ~ N ~ ~ ~ ~ ~ k" ~ 1 ~ ..r I",, 0~ X 'r- J" 1 1 ~.t rv ' ~ ~ ~ ~ cv cc ~ rv cv
I' r ~ I I ,rV i~ r ~ - , II, I ill ~ I ~ ~ ~ ! ~ + ~ t!? to ~ ` f0 ~ ~ ~ ~ c~ ~
- ' ~ r? 1 ! I i l ~ t ~ I ~ 1 t r ~ I i ;I i I I ~ 1 ~ ~ l n v~ q a t~ a; ~ \ a r ~ ' t--
' ~ I I I,~~ I I r I f,,~~~ . i r~~; i ~ I I ~ y ~ . , i I I I I I I' I I , I ~ ~ ' ~ ~ ' 4. ~ ~ - A \
o, - , ! 1 1 1 I i 1 i i ~ ! f j i I 1 , 1 : ~~,N,~ ~ ~ ~ ~ ~ I ,I I ! 1 i i I ~ ~ I ~ ~i ' i I { ~ I , ~ i ~ 1 ~ i I~ 1 , \ ~ 1 ~ I I I~ I i j , ~ ~ 1 i ! tiN I I ~ I~ 1 1 a~ r '~ti A 1
' ~ ; r, l ~ ~ { ~I ~ i I I I i i{ i P-' I i I r ~ 1 A f I ~y,~ , ~ , ~ ~ ' ~ 4 fY} ~i ' ~'w , i
1 I F t ~ I i 1. V 1 1 I i~ f ~ I I I _ , , I I 1 l I I! ~ I ~ i 2 I i ~ ~ 1 ) t t I ~ ,
~ ~ ~ ~ 1 1
~t~ t?J , I I i E,~ a ~ ~ ~ , ~ , , r ~ _ a
' `l 1 ~ . , I ~ I ~ i ~ ~ 1 ~ ~ ~ ~'+a ~ I ~ I ~ , _ ~ ~ ~ ~ ~ ~ i .i ~'I! I 1 ; l (1 i i 1 ~ I 1~ ~ ~ Y ~a~ ~ ~ ~ i rr , i l , ~ ~ ! C
1 1, I{ 1 1 , 'I ~ , i I ! ~ ,1 I ~ ~ ~ , Ara ~r ~i ~ r r~ ~ i r l ~I I
1 I ~ i I , ~ O 1 i l f.~.~,.~ .C .G ..C
, 9 I ~ I I ~ I i V~ . I { ~1 ~1 ,1 1 ~ i i ~ f I ~ ~ ~ i
f r / ~ 1 l ~ I I ~ `a? i i I ,rte f ~ ~ ~ ~ I I ,t , 1 ~ I c ' - I i ~ ~
, i / I I I I I!! I I ~ ~ ~ - f % i it I i 1 i ~lW t ' i ~ 1 I'. i } t I ~ 1 ~ i r if t'~ ~ ~ I I I i ~i I r~ a~
' I ~ , , 1 a ~ r 'Q ~ i' ~ ; ~ j I 1 ~1 I 1 I ~ ~ 1 I 1 `~y I 1 1 1 11 Y 1~ ~ . ~ ~`,v~ . , I 1 ' ~ ~ ~ ~ i i t ~ I A ~ ~ ir' ; ~ ~ ~ Q ~ l ,
r , ~ ~ 1 ~ i ; } '1 i t ~ I 1 , I ' f ~ , . , 1 ' , ~ I 1 ~ 1 I( 1 i I, . lt) ~ j 1 I i ~ i ~ t ~ I ~ i ~ ti ~ 1;~ r„ a~ 1 ~ I~ 't ~ I ~ d' i I i 1 '1 i f ti~ ,~'"1, ~ ~ 1 ~ I ~ I i ~ ~ i i '1 ' ~ I
• I I I I •Id , , , + i' ` i ~ ~ i f i ~ ~ it ,
i i 1 i I I 1 .f~ w _ Iry~' , W . ~ ~ ~ { I it 1 I i, ! ; Y~ ~•~...+11 \ ~ ~ i , I I ~ , Q 0 4 .r ~ 1 i a a o 0 • .;2 ~ r~ i~ ~ ~ ~ ~ 'l l ~ ~ , ~ , i, ,~v„ ^C'• r ~r i } ~ ~ l I ~ ~ i to
~ j 1. 1 ` 1 , t r„L. t ~ , ; , i ~ i 1 1 ~9 ~ r ~ ~ ~ V 'i r , ~ r~ =row ~ ~ ~ , i , i I ~ i i , f I, w~
i ! ! ~ f 1 1 I ~ 1, . , ~ ~ t / ~ V , , f , ~ ~ 1 _ ~ r,~ t , ' , , , 1 f~ 1 i ~ ~ ~ ' ~i ~ ~i, ~ ~ i 1 ' ~ 1 i ~ f ( r, - I p/~~~ ` /~y~ \w 4 , 1~ 1 ~ ~ t l i , ~ i ~ j ~..,.fA, I ~+r~ W ~ N 4'J iN
` 1 © ` ~ t , ~ ,~y,.~ ~ i 1 ~ I..1r \ , W ~ ~ ,4V ~ i ~ { 1 j I~ ~ w v 1 ~ ~ ~ ~ . y.. \ ,1 'i ~ ~ ( f, '1 t { ~ , I I ~ I ~ f ; ?~,!~i ~ 'l'n wM l` ~h+ ~M.' 4k+ 4"r ' ~ ~ ~E ' 1 V ~ ' 1 ~ ' { 1 ~ { I 7 t i ~r ii I ~ ~ ~ ~ b" ' 1 '1 r>Y \ ~ ~ ~ i l I ~ l:_:W~ ~ C7 t7 !.{3 tS1 N (~J
. , ~ r r I ~1~ i , w , i ' ~ ~ , , ~ "fig;. • , 1 ' ~ ~ ~ 1 1 t 1 ' ~ ! i i i ~ I I t ~ t ~ ~ (D 'V' t'V tS't C) h ~ 1, ~ ~ ~ ,1 l 1 i ~ l i ~ i ~ ~ r- N 1"~t, ~ ~ ~ ~ i i 1 ~ f t ~ ~ m ~ ~ m
, "ti . , , ' _ . , ~ ' '
, , ' W G... I ; _ ~ . , ~ ~ r I ~ i t , I I ! ~ m ~ - l.. 1 t } ti ~1 r I I ~ i -E~ ~ 1 t \ ! , ,1 ~ , ' 1 i 1 i~ 1 1 ~ ~ { i r I ~ ~ i ~ r- r r e- Of? U I`~ i~ CU
I 1 , , ~ ~ n \ ~ , ~ 1 ~ ! ~ l 1 i } 1 I I I ~ i , I I ~ y tl' {*y C}' 'd' d' C~7 CV U7 Ff' ` ' ~ i ~ ~ I ~ ~ ' ! N ~ \ ~ ~ 1 I ~ I I ~ ~ > C`7 {rj {v~ C*1 t''} CrJ C'7 tr] frJ t~
r W , ~ , ~ 1 ; ~ I c cU tv rv cv ~ 1 1', 1 i I! ~ ~ ~ I list t I ' , . ~ } ~Ct~7 . , 1 ~ , I ~ , i , 1 ~ i ~ j I I
,Y•' ~ 1 ~ , I 1 1 L`1 ~ ~ , 1 1 ~ i ~ I i I I i! ( I i ~ ~i,'~ ~ r.» ~J .1 , ; ~ , i i , i ~ , , t'~ d C7 11 ~ ~ ~ I I i ~ ~ 1 r ~ 1
i , , . . ~ _ . , 1 I 1 i ; I ~ i I I ~ tr i 1 .r- p CJ ~ CU ~ r ~ ~ l 1 r I( ~ ~ ~ 1 i I i I E f ~ j l ~ Q C] C7 ~
~ . ~ I ~ ' i 1 i I I i ~ ~ ~ i ( 1 C, ; N , 1 ~ 1 1 ~ I~~ 1 ~ ~ i; I ~ i i , I ,
~ , 1 , 1 , I I ~ ~L 'ti 1 1 1 1~ l ~ i I I)~ ~ I _ ~,~~ti i i'~ 1 f V I I i ~ I ~ ~ ~ r ` ! ~ I 1 li t ti j, l l i t' l l { 1i ~ i i ~ i ~ I I } f ~ I i ' r! ~ I ~ i I O ~ q I.f) C~ W'1
~ ~ ~ , 1 _ i f 1 , 1 ~ ' it I { l i i I i ~ I I f ~ I( r i r r ~i ~i i i ~ p c~ d I ' I; ~ ~ + I ~ ~ l i' i I I . I~ i' I I r (r / f I. _ i i ~ i 1 ~ ~ ' ~ ' i 1 I . ~ i ~ , 1 ; ~ ~ ~ i ~ (f3 C7 G4 C7 r- Q Q fA M
_ , r,.,, . . ~ I 1 1 ~ ~ ' ~ 1 ~ , ~ , 1 . , I i ~ i ii ~I I ii{~, i~~ i~ ~ I I I I I l~ ~ I 1~ ~ I i t' ~ I I i1, 1 ' I I ~ , ~ i ~ C"? C7 D ~I' t if, ,F I ~ i ; 1 r~ ~ I I I ! r r l I ~ ! t I I ~ i I ~ I ! q l I I I I ! f, I i i ~ I r t ~ . ; I 1+~ , I ~ , it ! ~ I, ~ i ~ hi NN CV NNN ,_i r i ~ ~ ~ ~ ~ i ~ ~ ~ I ~ r; ,
, ~ , ' I , ~ ~ I I I i ~ I I ; it I ~ ~i ~ ~ ~ ~ I t f ~ I( ~ ~ i~ ~ f( t ~ r ~ I ~ I r i 1 ~ ~ t ~ ~ I ~ 1 1 I i ~ r ~ I i I I; l I I f ! I. I ~ ~ I I~. ~ r
~ h. ' \ ~ ~ 1 { I j ~ ~ 1 r ' r i 1 ~ i I f ~ I 1 / i ~ r ! ~l 11 ; I I i r I ~ I , ' ' ll ~ r ~ ! ` 1 L. 4J ~ ~ T' V'! ~ t Y ` ~ i i' r I 1' l i l ~ I , ~ f ! ~ f I I~ r, w',J I ! r I i / i r I r ~ ~ ~ r r I r ( l ~ ~ ~ ~ 1 ~ ~ f 1 ~ hl # N CV
. ' , „ , . I , ~ - ` ~ r ) Ir ( !.r I I 111' i ! { Ii , l~ i I ~ ~U) m f I 1 1 ~ 1 ~ / 1 + r i U 1~ ! 1 ! i ! I , + 1 I i I i ( r f o I, 1 I r
, . . . I ~,r f~ ~ r ; ~rl r rr~! i ~ r r i j~ ~ I l:.J J r ' , r i i ! i I r t ~ r I , J r ~ r i ~ I w-+ ~ ~ a ~ ~na,1 !ri. t f ' `i l ~,j,, t r I r l i ~ f 1 1 i l r r ~ 1 r ~ j U~
'O` _ , . I r ' ! % nr J ! ~ ,11n ~ i ' ' 1 ` Y1 ~ I i 1 1 ~ ~ ! i ~ i I ! l~ r ~ r - I j ~ ~ i

tuv uu ewav ~ ~ xvaa aanaas~av ae `Wd ~ ~ ~OOZ 0~ tr'6M ~ ~ ~ s~asu~ d~u~nn~a~~l>~~~~s6us~l?a®~as~~d u6zsaQ~"Z~~~~~r~dalanard uue~ OOSSO~~~ ass ~ . d a ~ p.M ~ .>ai1 z s 1 I ~ zo~i~ o ! I

4
f
I
i i a N
~ i i
I ~ ~
~
i ~ ~ - ~ ~ < ~ ,
. ~ V ,
- r ~ rl ~ it ~ ~ ~`i ' W
- , . . . - _ _ - _ ~ _ . \ 1..R~P-- APP S'NAL .AREA ,SHALC_ ~ , , - .
i ~ r ~ , l /i ~ i , / / ~ ~ , `L / / _ . . . _ ~ . , . _ t \ 3 \ , . 1
~ ~ ~ i % 1 ~ - ~ - 2 MCN. ~ ~ ~.1 SCD C'E 1 7 ~ ~ . _ _ , , , .
- - , GTC~ STO ..6. ETER , • _ - nn tt iJ I ~ , ~ ~ s ,
I ` ; ! ~ ~ - ~ _ . 2- "V ~ ~ ~ ~ ~ ~ ~T~ ~ ~ ~ r 1 ti l Y sue.. 1
~ \ , _ ~ RASSE APP OACH RCC? ACrC_~. B MIN...3• -
~ i ~ J ~ / r _ . - _ _ 2 ~ - ~ , , . . _ ~ _ 9 - ~ \ ~ - _ _ ~C E SO IP PLAC . AS S OWC~ 0 P~:AN. t ~ ( ' ro~ ~
~ ~ ~ _ - _ ,,y'~ ~ ~ ~ ~ . ~ • AC_C_ OOF.~(y HAC_C_ ISCHA, E ~T0 ST M rf , f(J a Fah ~ ~~C ~ J~ g F, ~ ~i. !f^t~.~. u,~ ~ 0
~ ~U ; , ~ - ~ _ _ _ . ~3-- _ . ~ IN, ~ A R P R~1 CSSIPATO . , 1 _ ~ ~ CPE . TC~C ~ S R . ~ 2 - ,
I" ,fir ~ ~ - ~ - ' ~ ~ ~ " ~ ' a _ 7 ~ ~ ~ ~ ~ , . ~ ~ , - ~ ~ - -r~ ~ , _ _ _ . P ENE G ~ ~E E 0 ~ _ _ _ \ OR. I' J I ! ' ~ I , a ~T 1 t ~ f ~ . r ' . , ~ j 1 'a,T ~
~ , ~ , ~ , i ~ . ~ . • _ _ _ - _ _ • ~ ` ~ ~ ~ ~ ~ ~ ' ~ ~ ~ ~ l seal I t
' ~ - ~ , , r ~ , ~ . ~ ~ ~
- , 111 I ~ ~ f~,.• tom. ~ 4 :.::._.,_.t_ ..T`T.v ~,:y: a ~ f" ' H
i
- ~ ~ ~ ~ _ ~ 2$~~ ~
_ tt~
a' i r ~ i V ~ j~ - -
r' , ~f.y _ ~ _
. ~ hIT' . ~ ~ ' ~ ~
~ _ _ , - , ~
:l - . - - -
~k i ry ' Y / ~.1 ` , (`4 ' ~ ~ III ~~~~~~~1t~
_
r ~ ( ~/f r ~ , t~ ~ r ~ is _ - r _ ~ , , - - _ ~ ~ ~ vo~ o
~ !i ~ ! , ilk. • i~ i i I rid ~ f ~;'-1` \ ~ ~ ~ _ _ f~ ~ ~ ~ _Qo°~ JN _ 1
~ ~ n~
~ i ` ~ F~ , ~ ..L . ~ _ . T _
, ~ , 7 / ~ ' ' ~ ~ . ~ . ~ . ~ ' ~ ~ . ~ \ raj' w, - _ , . • , ' t °~o00bo00°
~ / 4' i / w . , . ~ A . _ A _ / i ~ i
_ ~ o
N ~ ~ ~ N ~ ~ ~ ~ ~ ~ ~
i : ~ , , , - ,4 s , , : • 3 3 • ~ ~ \ ~ ~3 _ 1' <
t i i~ ' i ~i i , i, 1 ,~C i I i i r ~ ~ ' R r , . ~
~ ~ ~ , ,r ~ ~ r - / l ~ ~ ~ ~ ~ r i ~ 1 i ~ r , r ; 7 ~,;r , 1 !~.~1~r i 1 7 1 - i t , ~ r ~ D `7 r ~ ~ _
'tip ~ ` ~ . ~ ~ - i \ ~ \ J~ 4 ~ ~
.`.1~. ~J _ ~ ~ ~ ~ ~ ~ ~ ~ ' ~ ~ w _;i
i 1 ~ t,7~ , ~ 7 i 7 ~ ~ ~ ' , \ Cy . ~ - _ 2.
1 _ ~ r n ~ ' f Ir 7 r I~ ~ 1 I ~y V ~ IJ j~ J 7 ~ 1 t \ y
f ' : ' 7 ~ S 1 ? j ! l t I Y ? r ~ 1 , l~ \ ' ~ ti y 7J \ ~ \
I i I, 1 V ! ' I 1 C1 I
' I - ~ , I ( f I 111
7 i 3 1 ! I i ~ 'r.. \ ,
i ~ l,~ ~ ; r ~ ~ ' ~ 2 _ ~ , C - ` ~ ~ •
. ----f GRASSES... _ . • . ~ ~ ~ ~ ~ .r, ~ _ _ _ - ~ \ , , ~ _ GOC_~
, i ~ ~ , ~ e ~ 'r~~ ~ ' . -Q' I _ ~ ~ _ - ~ S A A~. - -
~ 7 'CO N I 0~ b~ , ~ _ i ~ I ' , : ~ ~ x '7 ~ ~ • RAINS D DRAIN.. `y~ - - ,
o~ ; ~ ~ -RAPPED i ~ I ~ ~ _ ~ TER A ED'. BI RETENT EN . ~ a , _ _ \ 1 E llII / ~ \ \
' . , ~ ~ I I ~ ~ ~ ~ ~ WALE, AREA , ~ , ~ r;~:.;; 4 ~ 1 ) ~ ~ ~ ~.o
- ~ ~t - - 1~ - ~ . . .
~ ~ ~ ~ ~ , _ . - RIP ED ~ , PP
N ~ IP-RAPPED ~ ` , . . ~ \ - - _'~a ,SWALE AREA
I , ~ S AEE ~ AR A" ~ , E ~ ~ . • ~ ~ w~i~ \ -
w ~ F ~~1 1
. 1 ~ . _ - 7 i I ~ ~ ,I ~ ~ ~ ~ ~DRA~N _ - 'DIV TER _ l~ - - _ •
i / . ~ - , -
~ . ~ ~.7 , i ~ ~ ~ ~ L \ r \ ~ Q r
~ ~ , vJ r' ~ ~ y~ ;f ~ i ; . _ _ . ,
. , r ' . 4 ~ ~ a.+--. . m'"-.tee-,'~.t~.Y °"7 , _ mss, d ` i I ~'.•i'~ ,
. - _ _ ,y C 4 , PR POSED a - _ TM DISS ,
y ~ ? ~ \ -
' G""i"~3 F? I'°", i ~~'a i"1 ^'"9 i ~7 G.^;i,3' \ , f. v. ,w ` ~R„`w+.. ~I ? 'rti ~ Q - ~ r
c v,~ ~..4 ~p.~ ~I a-,~cr " ~.`,a. t t.-:fs..~ ~v~" tir: . I ~ d ''I ~ ~ ~ CB #11 ~ ~ ~ \ ~ b
M ~ ~ 'I ~ . . ~ - - ~ ~ -
. ~ ~ ~ ~ 6'. ~ ~'r
i C9 ~1't % id J. D - _ . . , ROP S _ . - ~ ._PROP SED " " ~
R .DISS J , ~ , , ~ ~ ~ ~ ~
Structure Rim Invert In invert Out Pie To Structure To . ' `t , . ' TA G \ _ PON r~ . \ -
Bits- ~ , ' RAINS. ~ ' ~ ~ _ RDC~. CB #1 ~3~~ .75 264.50 80 ft of 1c hd e at d.dd /o GUT YI ~ 7 . _ . A ~
~ ~ ~ DRA,~ OUT ~ ' ~ . _ ~ I ~ ~ ~364:1d ~ ra ~
„ ~ F~ ~a , C:R.~~ ~3fid 75 ?4~q ~,f} ~F €t of 1f? hrina at ~ 7~Q/~ ("31~~~1 (~C:fi . YI . " ~ ~ ~ r. ~8 ~ ~ l~ . \ _ ~ ~ I ~ . ~ ,
_ f \ ti°-,~ ~ r ~ ~ _ _ ~ ~ _
a#SS~1 239.00 ~ ~ #14 ~ Y
- ~ ~ ~ a 2 _ CB #3 2369.80 367.40 03 ft of 15" hd e at 0.54% ~ Yi ' . ~ ~ ~ :1 _ f/ ~ t . D IN -
_ - ~ f , . ~ 2366.90 Ri ra - \ \ ~ ~ ~RD _ ~ ::i~ e~,. ~ ` f it ~ ~ ~ ' ~ ' Y ~ ,
~ i° Yi CB~4 2364. t5 239.50 ~8 ft of 15 hd at 0.8e~,o D#SS~2 4CS Yi . , 2 • B 1 ~ ~ ~ ~ ~ ~ . _ sr, . . DRAIN - - ~ ,Y i' ~ //I ~ V fff ~ t
DISS#2 2359.00 - ~ _ i~ ~ `"Y
_ _ 7 J~ :.r SIP-RAPPED ~ ~
\ , CBS 23 r 8. a 1 8 of 5 hd e t 0 9 l° D# ~#3 OCS - Y1 ~ - _ 2 2373.00 1 ft 1 a . ~ Ste. \ - a ~ 9 ~ ~ ~ SWA A A . ,
. DISS#3 2372.30 _ . _
• ~ \ ~ - X10-4 . ~ - ' APPE , ~ per,. i ; ~ . ~ I I
~ or ~ ~ ~t . CB#6 2330.75 232L.00 29 ft of 15 hd e at 6.90 ~a D#SS#4 QCS - Yi ~ -SWA,L : A A ~ ~ ~ ~ . \ - ~ . t ~ ~ ` 'a , ~ _ ~ ~ ~ z - ~ Q
8 _ ~ w w
Q ~ ~ ~ D1SS#4 2320.00 ~
B10-~ ~ _ . ' e- - ~ ~ L,}~
CB~r 2356. f5 2351.50 a0 ft of 15" h~1 ~ at 3.06°l° CB# 8 OCS - Yi ~ ~ ~ - ~ _ = ' ~ y, ~ ~
I ~ Bifl-6 - - ` ~ - \ F, ~ a ~
CB~10 2358.50 23~~.50 5~ ft of 15 hd ~e at 0,89 /0 0111` , - 2~ ~ . 2 N~ ~ ~ ~ - ~ ~ a ; ,3 ~ ~ '1 ,ter t e' ~ ~ > ' ~ ~ ~ ~ ~ . , ~ ~ ~ "
~ 0.00 0.00 235.00 0 ft of 0 hd e at 0.00 l° Pi ra ~ - , ~ y , ~ 6
~ of - _ 2 - CBS 9 2u53. r5 2348.10 2348.00 119 ft of 18 hd at 30.25 DISS~ QCS - Yi ~ \ - _ ~ -
# ~ It3- ~ B 7 - ~ ~ ; },~~~5 ~ i ~ 1. ~ i ti 1 ~ \
CB#12 2362.80 260.00 207 ft of 1~ hd at 2.66 /o ~B~11 Yi ~ ~ .
~ CBt#11 237.30 ~3~4.50 48 ft of 1 o hd ~ at 1.04 l° D#v Box Yi - ` ~ - ~ , ~ ~ - 1 1 ~ \
~ Div.Box 2357.00 2354.24 2354.00 68 ft of 15 hd e at 7.47°f° CB# 8 Grate - • DIS~t , - - ~ ~ 1 i ' ~ ~ ',t
CB~ 8 2353. t5 2348. r 5 2348.65 87 ft of 18 hd ,e at 0.63 /o CB# 9 GGS YI _ _ _ 6
~ a ~f: ~ , . Ih
CB~19 2367.50 2362.50 51 ft of 15 hd e at 2.9410 CB#18 4CS - YI ' ~ ~ ~ - 4<~ ~ ~ ~ Q, ~ F . ~
~ X10.9 - - . _ . ~ ~ ; ~ - M' ~ . ~ ~ ~ r e.
~ CB~18 264.50 2361.00 2364.90 ~ 0 ft of 1 o hd e at 1. ~9 la CB#17 Yl - ~ . . _ - - RIP. PEII r-... ~=ti a , a ~ . ~SWAL REA a ~
' ~ CEO +17 2365.5Q 2360.00 2359.90 95 ft of 15" hd e at 4.53°/a CB~16 YI - ~ , - ' , \ \ \ ka
CB~16 2358.50 2355.60 235.50 103 ft of 15 hd at 1 . 1 ; . ~ ~ ~ -
C&~ 15 348.75 23 ,3.75 23-~.,.6~ 66 ft Of 18 hd. at 2~,. t1 ra D#5~~6 OCS - Y? ~ , i ~ i ~ ~ ~ a 3 , , . - ~
i C~14 235n.00 23x4.00 70 ft of 15 hd e at 1.43Ia CB~13 CS-Grafe ~ . , _ t > ~ V ~y'' _ f' l i _ i, t ~ ~s ri , > ~ _ _ - - - , s r fl
N R _ - i'. CB~13 2355. u0 2353.00 2352, 00 ~J5 ft of 15 hd e at 1.0~ , o CUf' G r fi . • ~ i ~ t , ' _ tiv' i / - f"
. _ •
~ / O - ' - ~ , d I~ _ . ~ ~ ~ _ _ r,:7 t~ r ~ LJUL~J ~ t ` r. ® f. r t ~ ~
4 ~ ~ , - ~ 2316 - \ . \ - - , ~ _ U ~
~ - i
• _ ~ ~ ~ ~ ~ ' m. ' i . ~ o r \ a ~ - _
~ - . _ _ o • ~ 2. - , ; y / _ ' ` r~
o ~ ~ _ ^J~ ,
Gt.I ~ 1 i ~ it ~ s . ~ - i ~ . ; , _ 3 ~a GRA D - - - 2 ~ ~ ~ - . ~ ~ , ; ; 9
~.~r ~ ~ _ .a.. w~__ M1~ %i r PRA ~ _ _ AP A ~ ' ~ t / / ~ \
~ ~ ~STRI
11AA it w ~ r i~ - 9 \ \ , ~ r J' f
, ~ ~ ~ , f - ~ ~ cn , ~ ~ ~ - V' _ - ~ _ _ , _ III r ~ N'S ` z 7 i ~ J mil, ~ ~ ~
! ~ ~ ~ j. , - ~ ~ ~d a?~ - ~ / ,r r i ~ ~ xsao,3 ~r~
~ 1 i i ~:I I GRA , ~ , -
) ~ Y, ~ ~ i ~ ~ ~ l ~ ROA _ ~ ~ _ y ~ ~ ~ ~ f a`
r.. ~ , . ' ~ i ~ i l ~ ~ r_.~ ~ a" " - _ ~ ~ v . ~ ~ ~ i ~ r /
~ C l t i ~ ~ ~ ~ lJ (j ~ . j~i _ ~ ~ri ~
~ ; ~ ,t ~ ~ ~ _ ti , 1' ~ , \ ` 1 ~ \ \ n
.1 ~ ~ ~ `4 t ~a ~ - - j ~ _ ~7
. 1 i ~ ~ ~ ~ ` ,4P... ~/~'yy ~
~ 'i i ~ ~ ii - ~ ~ ~ 4 ~ ~r~ / ' nroc'ar'm C ~ ~ ~ ` , , _ ~ ~ a , , ~1 ! - i~ c.r ~ J~ :
_ ~ , N ' ~ ~ ,
~ i ~ ; ~ 1 ! ! r r ` ~ ~ ..A ~ ~d-~. ~ ~ - ,.yam' 4 ~ , ~ ~ / ~7 ~`r , -
Q i `j , z _ ~ , ~ r-.~ s t <r , . ~ „ , , . ~1 ~ . ~ m
~ ~:a i
1 ~

i ~ DAR SCALE 1" = 40'
~ ~
I 0 40 ~0 1z0 160 1 4-5- ~ Aa 4-5-07 CDB REVCSED PER DWQ COMMENTS ~
q E ~ `y
o - N0. DAT'~~ DATE 6Y REVCSCON DESCRIPTION
u
} E
i

I
i
Y
i i 'tLLa.~'.... ~ - ~ ~ Q N
! i V
t ~ ~
t j ~
j ~ l ` (i y ` x
i :I~ V P~ ~
3 - ~a ;;a
' ' t ~ ;~7 ' A ~r j ~ q is ~ i ~_~e~~ / F "~..,y+.9 .,4 ~ i3 + ~ j ~ ( ('mot(, J ~~,~-d r , G :..1 tf..,, r~ # s~, i ' I• ~ 'd~'~~ f ~ !j Via' ~ ~ ~~r~ at` L~ 'e7~ ~ =..ei' I ~ ~v~~ k3 ~T1~ ~ '=L~ ~ ~v w '~Y.~
r ~ ~
i , i 3.
PROPOSED CATCH ASIN
P P P RO ERM. DRAlNAG DITCH
P P RIP-R P IP R R 0 A I A P I F PRO . S ~T ENCE `
P ~ _ r
P P MP R R RAIN R O D AY L E . . x
_ - - P P M , , ~ RO BER
PROPERTY EASEMENT LINE - - = - _ rl:
L~~ i,-~ Q P~~'°'11
- PR P R K`- -A H AM R I -LOG O OSED OC C TC D O B PROPOSED CONTOURS .1 i.
{ 3 ' ~ ~ 4~ r.~ ~ lM~ . - ~ _ ~r ~ ~ ~
N T R EXiSTI G CON OU S ~ P i'ly k ~ ~ ,
PR MP RARY ~ M NT T AP O D TE DI i . ~ A~ 0 i.+ r~ C 'j
P TIV RACK TR R R TEC D A E U U Ts - e2 a ~ ; ; ~ Ac e-~s-v~a Pawderhorn ~ ~ ~ ^3~:~ ~ ~
- - a Mountain from Tri left ® P ~ , . ~ F
F a ~ to ~ _ ~ R ~ ~ oad ~ ~ ~T~ ~
I ; ~ _ of G _
I _ { ~ _Ar.~- ;~~,fi ' . , ~ '>',1 ` ~~~~~<<tl! 10 tf ff/~~~f
c ~~.~.Q-~,P ~ o
` ~ i~~ ego t~ aopooooopy~o ~~i 9° a V C~'°p ~ p°
~ 'Y ~ ~ . Goldenbate Road access via ~ ~ ~ ,r.~ , . - - ~ ~ cat g
i r r~ Heavenl Mountain Resort , . Y raj $v~i Ea.l ~ _Z o $ty? to N C'3 c •
ty from Little Laurel and 1~ ` . ,1 f R C~ . % V'4o 0~" V44Q
,,a. Bamboo Roads .
- of x c; ~ p^,~~--.,,.. '',®Oj Op~ QOO~p~ApOV O`ff`
• ,
ter-, ll ~ S f
i° t , , ,Cy '
~ EXISTING LOGGING ROAD o
9 ~v ~ ~ t:' ~ 4.., ~ gip! .~~r.--.-~.' PROPOSED F~IIURE ROAD F ~'R'~~ i f; ~ ; i ~'.y ~.w
~ - ~ _ ~~ti ~riv - `4 o ,
fA~C ~ ~ :J 15 _ ~ r1 _ r,, ~ , , t rj ~~-~a
'i r r OUf t 4 ' j 7. 5btl~ C' i' nth ~ ~ r! u i ~ ~ ~ ~ ~0~rt s ~ ~ ,
~ 0 38 r ~ {'.,,'1 c , j ~fJ' "ti1
v 0 ~ d. ° ~ ~ 1 WASTE
WASTE AR 1 ~ 2 - ~ ~ EA ~ ROAD B EXTENSION d~~.r r~° / ~ yi:~
~ ~ F_ E~ ~ ti. 0~ e oy o r - 1 ~ ~ E, ~Ar i ti$ Fti~ PROPOSE AREA 2 ?
I ~ ~I~\E ~~A~~~i~''9USt ~ er Co s~-~ - w ~'St • `r
~ 9 I ~S3 ,ar,, i-~~ ti l `y ~ ~ ~ ROAD A EXTENSION H PROPOSED ROCK a =q < ~ n.
GRUSHIN SITE , . ass.. C ~ • ~a ~ ~ '>a ~ : w E; 9 ~ ~Lt'f~:l ~ ri 4
- i ~ s, 4, ~
~ ' ~ ~ i ? ,.y, a ROCK L ~LUDHOUSE AND
J 1 # t ~ ; GRIJSHING S iE r- a- 't COND4INIU SATES
1 - rl yi I
t s w.. fush La"s ~ ~I , ; `i r~, ii ~ ~ H.e ,.~4 < ~ ROAD A ~ A, . ~ r ~ ~ , ~
i ~ ' ~a ion i , r ~ MRAJ~E ae Eafm f,T 7" . I ~ ~ ~x-~,0 ~ ~
;sue i~r } tl ~ _ y `ER e and r o . o~ a~- ` ROAD 8 ~ ACCESS: TRAILS ~,FO~ , ' AREA 1 ''T MAIN ACCESS ROAD _+~iF_. ~ ~
c G yt~p f der ~c~n,,~ .n P a~ ~ d ~ °r R~ AM ~ BOR GS eti w EXTENSION PHASE 1 t~~ .~eaPer_a~d~ ~ fh~~-~, ~e ~
~ iS C. ro ~z4 ~ i ,j.
Acoess via Sam son , ~ ~ ~v. pr, ~t~-, e ~ MAfN A ` ~ " r°~ y_,,~ Oti~`P~-r U , .f•. GOLD COI~RSE r P PPER AND ` ~ ~ , ~ _ 6 E
e . ~ ~ a pp ~ . Q GGESS ROAD ,1 8_~ , r, ~ , ! _ _ Road from Aho Road, ; EXTENSION PHASE ~ ;{,a ~ -Q~ ROAD G REVISED ~,r : . ^~r~E ~ SALT FRAIL ~ WASTE ~ - ~ ~ , - ~ . ~ _ ~
~ _ _ _ ~Iue Ridge Pkwy. & G ` ; Vii: } ~ AREAS 3 ~ t~, _ ~ ` ~ I J
U ~ 1 er r P ~ ~ t~ ~M~~,.~v e I~-_--" ~ ~ ~ , , ~1 4 ~ ~ ~-m ~ ~1
_ A . I , 6 ;i ~ `r
f _ _ 'a Er - F; 1- tl r I~EADOWBEAC _ tF m y ~ ~°i r ~ t 3 e ~ ~ ?x~ ~a ~ TRAIL ` ~m / 31 ~ I Y b
.a
_ - ~ - _ - ~ ~ WANE T-^= r Q,, ~ ..WASTE
AREA ~13 ~ . _ f ~ . _ . !t ^ ~~y 4 ~ y. . 1 a. ? t' WASTE 'AREA: 3--~~ ~
J ~ ~ ~ ~r..- AREA 13.1 ~26~~~ J `
y ~ ~y ~ rF ~ ry~ d' - _ T ACCE ROAD i r
r `r`ya V' ~ - 9 ~ ~'~..~-~1 I rata A a i a I ~.i ~'1 ~ ~c~• O Ur/ 1~ _ _ _ , t ~ ® i s •d is ; N~zel ~t ~ UNDER GoNS UCTION ; ~ . \ ~v
' ~ ;"a,A ~ 1 iA. ~ ,r~
y~ h 1. PROPERTY INFORMATION OBTAINED FROM WESTERN CAROLINA SURVEYORS. , 1, r~ ~8 ~ ~ ~ d"~ V ~ P ~ a GOLF COt1 RSE ,1 < ~ ~ , f p, j y k ~ ~'RQPOSED '~~m~P
Q ~ 3 s® - 4~~ .rte f ~ s r tit/ ~ o~ ~ ; , _ - l:Al1 REQ. LlNDERA ~A(~E
~ 2, CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION - In , , H n
THAN THE ORIGINAL SITE, OR AS NOTED. ®Q d ~ Y l1. fi , CLUB DRIVE = 1~ ~ Pen ~ ~C ~ J"~
WN RR APPR XIMATE ONLY EXACT . , 3. LOCATIONS OF EXISTING llT1LITIES AS SHO E O Q<<. w. rt a ~ r. ~ . tea' a~~ o s~ r ~k i, ,v `
i. i LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. AT LEAST THREE r, i y. ~ a j ~
R M T N 11FY EXISTING UTILITY OWNERS. ~ ~ ~ ~„a I DAYS PRIOR TO CONSTRUCTION CONTRACTfl US O a f`At ~ ~~~nR~ vn~~ rnt^ n~nRT~ c~ARrnl~EA ~NF ('.AI I ft-Rnn-~.~~-49441. ~ ~ ~ i k~ ~ ~ ~t
5 V. \IrL 6{Y.~ V.\6. .VV Y.V, Vas.<~ v ...v.... r.s v..r ter. .ra.. ~~.r . • J. i',~ "tea r.y; ~ 1 ;1
4. ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO THE RULES OF THE ,Y ~ : i ~ ' c--------° % w
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES. . 1~ l ~ .r_r A -
ti Ij i; r~ y, i'~ ~ _ - ~ ~
.j F 5. CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES FOR THE tl r~ F i 1 -.1 ~ ~ Ii I.I i Q,~a •t y ~ w ~ f A ~ f
1 CONSTRUCTION SITE. CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINES THAT MAY BE ~ ';i LEVIED DUE TO POLLUTION CREATED DURING GON5TRUCTION. :,1 f ~D ` 1, i Y'
i fi !j f+ I~ ~J Q~ 9 ~ n~ n 1
Access via Sam son fi. CONTRACTOR SHALL FOLLOW ALL FEDERAL STATE AND LOCAL REGULATIONS PERTAINING TO ~ .a~ , ~ 4b -0 ,,,`111. ~1 Q1 ~ @t_ 7~,~ jl ~ }
Road from Aho Road ~ ,1, CONSTRUCTION 4PERATTONS. Blue Rid e Park~,va & f ~ Rasefi n • ~ .4. r ~ o Z I I ~ ` I 1
g Y ~y~ r! 7. WATER LINES SHALL HAVE 3 MINIMUM COVER UNLESS OTHERWISE SHOWN ON THE ORAtMNGS. US 321 ~ .~r ~ ROAD [ 1 °a ~ ~,e~ ~ EXISTING ROAD D REVISED ~ ~ ~ z ~
<<~- `l' c ut~mq ~ ACCESS ROAD e ~ ~ ~riv , ~ , JUMPSEEED ' ~ w w
WATER AND SANITARY SEWER LINES SHALL HAVE A MINIMUM 10 HORIZONTAL ~ ~ i " SEPARATION OR A MINIMUM 18 VERTICAL SEPARATION WITH WATER OVER SEWER, QR " - ' _ .:a o TRAIL ~
BOTH WATER AND SEWER LINES SHALL BE DUCTILE IRON PIPE 1O' EITHER SIDE OF THE CROSSING. a SCALE 1 - 2000 . aa~ j r p ~ £l! o!
cn oa n ~ {NaIcATES R~ t i ~ BeCTr , ky v JDICATES ROADS PREVIOUSLY APPROVED BY r: ~,a . ~ ZO W Z m ~
~ 9. WATER AND STORM SEWER LINES SHALL HAVE A MINIMUM 12 VERTICAL SEPARATION. I I NcaENR i ~ ,J ~ Q~n~ ~ lJre,, NCDENR FOR EROSION CONTROL PERMIT. ~ i ~ Qe , - Z m ~ Q
~ i0. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. fi~~ dew `6 i , ~ i' - r a Q U W Q ~lj ~ Ul d U © U
s i 1 ti.. , ~ ! 0 m '~',ti ' A
11. CONTRACTOR SHALL NOTIFY THE PROPER LOCAL AUTHORITIES 24 HOURS PRIOR TO ANY , . ROAD BEING CLOSED FOR CONSTRUCTION, INCLUDING BUT NOT LIMITED TO THE LOCAL ,t L G~4 ~ ~ ~ ha .y. Silver en ~ F TRAM G~
a. NEWSPAPER, RADIO STATION, FIRE DEPARTMENT, COUNTY SHERIFFS DEPARTMENT, V i ff 0 V , i ^y r
~ N Y MANA EMENT AGENCY. ALL TRAFFIC AMBULANCE, ANO THE COUNTY EMERGE C G ~ ~ ~:t Crde a JQ ~
CONTROL SHALL CONFORM TQ THE REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. ' l i ~ ,.a ~t ~ 'w /'Y A~°y la
~ ~ ~
E NTRRCTOR SHALL NOTIFY THE ENGINEER AFTER EXISTING BURIED UTILITIES HAVE BEEN ~ i 2. CQ LOCATED AND 24 FOURS PRIOR TO CONSTRUCTION. THE ENGINEER WILL EVALUATE THE 5. DISPOSABLE MATERIAL . ~ ``.A.. o iiv 3 ~~iv ~ Jr t . + f ~
0 LOCATION OF EXISTING UT1LITIES AND DETERMINE WHETHER OR NOT THE PROPQ5E0 ~-15 GRADING ~l^, /y, Jr
~ A. CLEARING ANO GRUBBING WASTES SHALL BE WASTED ON SITE AND PROPERLY x WATER LINE WILL BE MOVED. DISPOSED OF BY THE GONTRACTQR AT HIS EXPENSE, UNLESS SPECIFIED OTHERWISE. ~N i~ Access via Firetower Road to s FOR LOT 1313 ~ ~ £ ~ i' :RWISE. _ fo ,}3 ~ ~ ,
~ 13. ALL FENCE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIAL _ Sam son Road, Aho Road, ~ - ~i~,,~ ^^n'j ~r ~ ~ ~ k Grp ~r r
au B. SOLID WASTES TO BE REMOVED, SUCH AS SIDEWALKS, CURBS, PAVEMENT, ETC.;_MAY BE; IN A WORKMANLIKE MANNER AND IN ACCORDANCE WITH STANDARD FENCE CONSTRUCTION ;.,_MAY BE; Blue Ridge Pkwy. & US 321 ° - .`r /EO FROM THE ~ r - C
PRA TICES AT THE CONTRACTOR'S EXPENSE. PLACED IN SPECIFIED DISPOSAL AREAS DELINEATED ON THE PLANS OR REMOVED FROM T C ~ SITE AS REQUIRED BY THE SPECIFICATIONS. THIS MATERIAL SHALL HAVE A MINIMUM COVE NIMUM COVER , \A,.., ~ give . ~ ~ _
NF I WITH OF 2'. THE CONTRACTOR SHALL MAINTAIN SPECIFIED COMPACTION REQUIREMENTS IN THEE 14. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING BURIED TELEPHONE LINES IN CO L GT STS IN THESE _ ,e:-. t.ri / r;`.
i P N HAL BE AREAS. WHEN DISPOSAL SITES ARE NOT PROVIDED THE CONTRACTOR SHALL REMOVE THI THE PROPOSED CONSTRUCTION. WHERE NECESSARY, EXISTING BURIED TELE HONE LI ES S L , 1 WASTE FROM THE SITE ANO PROPERTY DISPOSE OF IT AT HIS EXPENSE. REMOVE THIS r J +a
TEMPORARILY MOVED DURING CONSTRUCTION AND RE-LAID ~ R Q AT NO ADDITIONAL COST TO THE OWNS . - . gn~~ to
N C. AEANDONED UTILITIES SUCH AS CULVERTS, WATER PIPE, HYDRANTS, CASTINGS, PIPE PIP ~ ~ E ~ _ / ~ti, F%~
N R A RING APPURTENANCES, UTILITY POLES, ETC., SHALL BE THE PROPERTY OF THE SPECIFIED UTILI 15. CONTRACTOR SHALL BE RESPONSIELE FOR ANY DAMAGE TO EXISTI G O DS DU ~ N TR TION ANO SHALL REPAIR ROADS PER REQUIREMENTS OF THE NORTH CAROLINA AGENCY, OR COMPANY HAVING JURISDICTION. BEFQRE THE CONTRACTOR CAN REMOVE, COS UC :CiFIED UTILITY ~ ~ WASTE REMOVE, / y
A HA A L WED DESTROY, SALVAGE, REUSE, SELL OR STORE FOR HIS OWN USE ANY ABANDONED UTILITY, DEPARTMENT QF TRANSPORTATION. Nfl OPEN CUTS QF EXISTING RO DS S LL E3E L O dED UTILITY AREAS ~ ~ ~ /
n HE MUST PRESENT TO THE OWNER WRITTEN PERMISSION FROM THE UTILITY INVOLVED. a EXCEPT WHERE INDICATED ON THE DRAWINGS OR WHERE SPECIFIC PERMISSION IS GRANTED Q RA VOLVED. 10. ALL CORRUGATED METAL STORM DRAIN PIPE {CMP SHALL BE ALUMINIZED TYPE 2 CORRUGATED STEEL . M NT F A HT M- 6. THE PIPE SHALL BE ~ MANUFACTURED IN ACCORDANCE WITH THE REQUIRE E S 0 A S O 3 1'a ;i ~ ~ '~t ~
BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. SAND OR A SIMILAR MATE i L ~ R INA PARTMENT QF TRANSPORTATION SHALL BE PLACED AS D. ON SITE BURNING IS AN ACCEPTABLE METHOD OF DISPOSING OF FLAMMABLE WASTES WHE APPROVED BY THE NQRTH CA OL DE MAN FA RED FROM ALUMIMZED STEEL TYPE 2 MATERIAL CONFORMING TO THE REQUIREMENTS OF ~ ~~R ~ ~IASTES WHEN U CTU ~~r R ii f ' f ~ , j•-•1 r i z . ,l
A PROTECTIVE BARRIER BETWEEN TRACK EQUIPMENT AND THE ROAD AND CLEANED UP PROPERLY APPROVED BY THE APPROPRIATE AGENC[ES. WHEN BURNING IS ANTICIPATED, IN ADDITION ' ' ~ ALL NECESSARY PERMITS AND MEETING GOVERNING DES THE CONTRRCTOR SHALL NOTI V A DITION TO OBTAINING AA HT M-274. ALL PIPE SHALL.,BE .FURNISHED WITH REROLLED ENDS AND SHALL BE JOINED WITH ~`~.~,~n,- Scn., , / D S O „ P .1 x!41 ( f_~.
AFTER CONSTRUCTION. CO , cn ~ AS TO THE SPECIFIC LOCATION OF BURNING AND SHALL NOT BURN WITHOUT THE ENGINES SHALL NOTIFY THE ENGINEER R ANDS. THE USE OF DIMPLE BANDS WILL NOT BE ALLOWED. PIPE THROUGH 24 DIAMETER o~. HUGGE 8 ~ . „ a ~ NE ENGINEER 5 APPROVAL AGE PIPE THROUGH .42 DIAMETER SHALL BE 14 GAUGE PIPE THROUGH 54 DIAMETER SHALL BE 16 G U ~
16. CONTRACTOR SHALL NOT LAY ANY PIPELINES OUTSIDE OF PERMANENT EASEMENTS. IF LINES OF THE BURNING (TE. S SHALL BE 12 GAUGE. / .
I N MU5T BE MOVED FOR ANY REASON, THE OWNER WILL SECURE ANY REQUIRED EASEMENTS ~ PRIOR TO MOVING ANY LINES. AFTER BURNING IS COMPLETED, PURE ASH MAY BE DISPQSED OF BY MIXING WITH FILL ~ MTH FILL ,s ENTRANCE ROA . / ~ L DANCE ROAO~ , ~
i n n a ~ DIRT. ALL MATERIAL NOT TOTALLY BURNED SHALL BE DISPOSED QF AS SPECIFIED IN B „ „ WHERE SPECIFIED, STORM DRAIN PIPE, SHALL BE REINFORCED CONCRETE PIPE {RCP} CONFORMING TO ~IEO IN e ~ „ ~Y~~-~?~ UNDER CONSTRUCTED
O ABOVE. THE CONTRACTOR SHALL NOT HOLD UP WORK PROGRESS FOR THE PURPOSE OF ~ to ~ , ~ ~ ± r., ~ E ~ + f; ~ ,t~~ y, WA TIN F R " " AASHTO M-170, AS CONTAINED IN NCDOT STANDARD SPECIFICATION 1032-9 FOR WALL B TYPE. 1RPOSE OF ~
, , ~ ~ a ~ F; f G 0 A BURNING OAY . P I H N I P YETHYLENE HOPE . SMOOTH ~ `~~5 rrv~::~~ ,may WHERE SPECIFIED, ALL STORM DRAIN PI, E SHALL BE H G DE STY OL ( ~ e ~y~ r', iti ;yS ~ iu~
~ 6. 1N THE EVENT EXCESSIVE GROUNDWATER QR SPRINGS ARE ENCOUNTERED WITHIN THE LIMITS OE WALL INTERIOR, WITH WATER TIGHT JOINTS, BACKFILLED WITH X57 WASHED STONE UP TO MIN. 6 ~ IE LIMITS OF / P~'' ,r r 1
1. FINISH GRADE TOLERANCES SHALL BE AS NOTED IN THE SPECIFICATIONS. THE ENGINEER MAY CONSTRUCTION, THE CONTRACTOR SHALL {NSTALL NECESSARY UNDER DRAINS AND STONE AS i~ a H T P OF THE PIPE. HDPE PIPE USED FOR STORM DRAINAGE DETENTION SYSTEMS SHALL BE OVER T E 0 STONE AS HANCOR BLUE SEAL OR APPROVED'EQUAL. { F C~~ G..1 tit ~+i f
~ MAKE GRADE GRANGES AS REQUIRED IN THE FIELD WITHOUT EFFECTING THE UNIT BID PRICE DIRECTED BY THE ENGINEER, ALL WORK SHALL BE PAID BASED UPON UNIT BEDS UNLESS ~ ~ I FOR UNCLA5SIFIED EXCAVATION. SPECIFIED OTHERWISE. EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED AT OUTS !LESS AT TFALLS. ~
~ ~ 31. CONTRACTOR SHALL VERIFY ALL .ELEVATIONS BEFORE INSTALLATION OF FACILITIES. ~ ~ ` ~ f f!' ~ ROSEMARY ROAD ANQ Access via
R P F F i ~ 2. UNLESS OTHERWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OR 8 MAXIMUM 7. THE CONT ACTOR 15 RES ONSIBLE OR THE COORDINATION OF ADJUSTMENT 0 ALL UTIL TY ~ SURFACE ACCESSES WHETHER HE PERFORMS THE WORK OR A UTILITY COMPANY PERFORMS .UTILITY :RFORMS - NF RM T THE RE IREMENTS OF NCDOT STANDARD ~ ~ oy_ ~ :fir.,-" t ~ ~ LANCELEAF LANE Tn~lett Road
~ NESS WITH WATER ADDED QR SQIL CONDITIONED T4 THE OPTIMUM MOISTURE CONTENT AS ~ N WEER AND COMPACTED WITH A SHEEP°S FOOT ROLLER TO A COMPACTION THE WORK. ~ tD RMINED BY THEE G 12. CATCH BASINS CAST-IN PLACE SHALL CO 0 0 QU ,P , tz,, - ,1:~ - - , ~ ~ j from Elk
I L TO 4R GREATER THEN 95~ 100 IN THE TOP 2' OF THE SUB GRADE BELOW ROADWAY'S AND SPECIFICATIONS FOR ROADS AND STRUCTURES tLATEST EDITION} ARTICLES 840-1 THROUGH 840-3. ~ NFORM TO NCDOT STANDARD DETAILS 840.02 THROUGH 840.04. , F" ` ~ a~,, CURB INLET CATCH BASIN SHALL CO ~ ~ r~ Creek-Dart Y
P F A IAL IN 8. THE CQNTRACTOR SHALL CONTROL ALL nDUSTn BY PERIODIC WATERING AND SHALL PROVIDE A( ~ PARKING LOTS} OF THE DENSITY OBTAINED BY COMPACTING A SAM LEO THE M TER PROVIDE ACCESS DROP INLETS SMALL CONFORM TO STANDARD DETAIL 840.14. JUNCTION BOXES SHALL CONFORM TO ' ~ENCY VEHICLES. ~ a Road and NC 2b8
PR CTOR METHOD OF MOISTURE-DENSITY RELATIONSHIP TEST AT ALL TIMES FOR PROPERTY OWNERS WITI~IN THE PROJECT AREA AND FOR EMERGENCY VEHIC ACCORDANCE WITH THE STANDARD 0 , ~ ~ - P GIFTED IN OTHER SPEC1FlCATiONS. ALL OPEN DITCHES AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN ACCQRDANCE WITF ASTM D698 OR AASHTO 9D UNLESS S E STANDARD DETAIL 840.31. ~ f ~ c' ~ ,DANCE WITH THE ~ ~ ~ ~j8fi~ ~ i' ~,1 ( /,4 ~
~ ~ SPECIFICATIONS. ~ N ~~~HOOD SHALL BE NEENAH R-3233D PRODUCTS BY DEWEY BROS. 13. CURB INLET FRAME, GRATE A D ~
~ 3. ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE PLACED ON ~ 9. ALL AREAS WHERE THERE IS EXPOSED DIRT SHRLL BE SEEDED, FERTILIZED AND MULCHED ACC+ U F UNDEY OR EQUAL. DROP INLET FRAME AND GRATE SHALL BE NEENAH R-333~A OR EQUAL. ..,1 .S. O LCHED ACCORDING ~ ~ FIELD INLET COVER SHALL GONF'ORM TO NCDOT STANDARD DETAIL 840.04, OPENING FACING UPSTREAM. ' i~ ~sV~
+ ~ ANY AREA NOT CLEARED OR GRUBBED. ONLY 20 ACRES MAY SE DISTURBED AT ANY TII~1E. TO THE SPECIFICATIONS. THE FINISHED SURFACE SHALL BE TO GRADE AND SMOOTH, FREE OF ~ » j I, FREE OF ALL
~ R SI N NTROL MEASURES REQUIRED BY THE GRADING PLAN SHALL BE PERFORMED ROCKS LARGER THAN 3 ,EQUIPMENT TRACKS, GIRT CLODS, BUMPS, RIDGES AND GOUGES PRIOI 4. ALL SOIL E O O CO . )UGES PRIOR TO F PP P I TION F N DOT 14. CONCRETE AND MASONRY SHALLMEET THE REQUIREMENTS 0 A RO RATE SEC 0 C A:.$~,'„~ r ~
I F ar PRIOR TO GRADING, CLEARING OR GRUBBING. ALL EROSION CONTROL .DEVICES SUCH AS 51LT SEED NG. THE SUR ACE SHALL BE LOOSENED TO A DEPTH OF J=4 -6 TO ACCEPT SEED. THE a FENCES, ETC.., SHALL BE MAINTAINED IN WORKABLE CONDITION FOR THE LIFE OF THE PROJECT CONTRACTOR SHALL NOT PROCEED WITH 5EEDING OPERATIONS WITHOUT FIRST OBTAINING THE SEED. THE T R LATEST EDITION .CONCRETE SHALL BE STANDARD SPECIFICATIONS FOR ROAD AND STRUC U ES ( ) tiNING THE CLASS A OR B 4000 PSI MINIMUM, MEETING THE REQUIREMENTS OF SECTION 1000, CONSTRUCTED 1. t.
; N) , , ANO SHALL BE REMOVED AT THE COMPLETION OF THE PROJECT ONLY ON THE ENGINEERS ENGINEER S APPROVAL OF THE GRADED SURFACE. ALL SEEDING SHALL BE PERFORMED BY A M ~ n QED BY A MECHANICAL IN ACCORDANCE WITH SECTION 825. MASONRY SHALL MEET THE REQUIREMENTS OF SECTION 1040, ~s ~
~ ' APPROVAL. PAYMENT SHALL BE GONSIDEREC~ INCIDENTAL TO CLEARING AND GRUBBING. lF DURING HYDRO-SEEDER .HAND SEEDING SHALL BE AUTHORIZED ON AN RREA BY AREA APPROVAL B1 ~PROVAL BY THE E WITH SECTION 830 AND OR 834. CONSTRUCTED IN ACCORDANC / ~_1 ~1
~ THE LIFE OF THE PRQJEGT A STORM CAUSES SQIL EROSIQN WHICH CHANGES FINISH GRADES OR. ENGINEER. I ~ ' CREATES "GULLIES" ANO "WASHED AREAS", THESE SHALL BE REPAIRED AT NO EXTRA COST AND i5. TOPS OF PROPOSED FRAMES AND GRATES' SHALL BE FLUSH WITH FINISHED GRADE.
o PR P RTY SHRLL BE REMQVED AS ALL SILT WASHED OFF OF THE PROJECT SITE ONTO ADJACENT 0 E
j ~ DIRECTED BY THE ENGINEER AT NO EXTRA COST. THE CONTRACTOR SHALL ADHERE TO ANY ARE ACCEPTABLE ALTERNATIVES FOR PROPOSED CATCH BASINS. 16. TINDALL PRE-CAST CONCRETE BOXES
~ ~ PLANS WHETHER INDICATED IN THE CONSTRUCTION PLANS OR UNDER ~ APPROVED ERQ5ION CONTROL t ! ~ SEPARATE COVER. ~
r I i. y~..i,~ t ~~;.i
~ N4. DATE DATE BY ' REVISION DESCRIPTION
i e I ,~y^r
1 ~ ) 4
I LL I
1

~ ~ ~
jg3 ~
4 ~
t t j
1 3
w /I, ~ ~ ~ f` ,r T~M y ! ~ ;=h r .rte - .,Try... - .~z.-.-'?`.. ,-nr---~r,.._., :.'a ...,r.. ...zr,?`- t-,., t,".-~-,-., ~.'CT;..,. ;r .;-^w -r^"': r:'.",~ L.;,•^, ~'"-e^,~'y: . , f 1 r : fir- ~ ~ - ` 1'. I ~ .
~ -i ~ r, - ^ 1 ;:y - i ~ . 4" - 1y" n i E f" i S• t. t.> ~ ~ r' . j / I ~ r-
t ~ ~ ~ I F l I~ i.. ~ f~- f y {7
tt , ' ~A ~ ti a ~'d „~s, ~ ~ r ) r ; a k" •,.v 5 y YY } t . ~ e E ~ 1 r~ C ~ w
~ r. i v
2 3
I _ . r, > - _ . ` ' ~ t '
t ~ ~ h~ i_ r~~; ~ . ~ , 3 1, r r , ~ ~ L. r ~ T.. _ _r `a ' i ~ i f
~ a ~ r'' v:. .:Y ~ i 7- - P , . ~ ~ - . r, a ~ ~a a E .'i i
I a _ 4, JJ p ~ ' . ~ : ; - 'r . { ~ - 'n9 r. t. ~ t } '.Y i
- ~ t ~ ~ ~:9 k d ` ~ t ~ 1 a ~a ~ ; ~ ~ c':~ t ~ k`: ~ r ~ ~ f ~ i Ili ~°.3 , ~
' ; - y ~ ~ k' 3 ti is ,I ` ~ ~ ; ~ i / ~ ~ ~ _ c [ ~ r.. ..a ~ F ~ ~ z e 7 4 ij ~n f ~ `"9 t 'j f xl I ~ I _ „ - _ y , 1
1 ~ I - . t - . ~ r~ _ _ t 1 ;...r
Ark ~ j M ~,y ~i ;a1 ~ ~ ~3~ ~ ~~Iy gg I ~ ^ . s i E ~ , ~ r . r ~ C.: 3 _ :a y- ~ _ . - , ~ j ~ y i i s ~ ? y
;a
i {
i
r `
;i, ; . ~ 3~ `air ~ tai ~ ~ ~ ~ ; v ~~y~ a r.; : . ` `,-;;1 , ; 1 W t . 1. ~ I , ~ , J,. 1 , t•
. r . ~ _.,p-...,r, r •a ~ ~ r a : i r,,,- ..~:1 !ice ._y `
44_ . -1 ~ ~ I =1 ~ A a i t ~ E _ ~ , ' a 4 H
:y C.: n ~ ~ ~ i "~v' ~i~ r~
i
k. I , . ~ ~ _ , , ~ ,--u.~ ~ i r _y f...:,~ :,t':S j: r ~ ~:i i r'~ i j r• ^7: 4.''1 is j Z r
F 111 f, I G _ . _ ~ ~ t _ t - i _ 5~ 'Y ~ ~ ~ ' ~ ~ "i tt "R-w~
a 1~-~ ~ r t .a 6 - t _u_, ~"'`I r-"' 1.-
r ~ 1::~ r ~ r v 'y 1 i e ~ r , I- ;1
~ . t~J .~.~,...:d t..~ I~ i-,s:~s ~'`~-•..._.._::J"' ~.m ~ T~''"' .~,~:~'I cs::~:i v:'...~ k~-:~~..~.:~ i.~i~a ~=:d "u~ F...v..~a..___.~..s :..a° 4...:iv~.
u ~"t, 1 . ~ ~ l.,_ t- ~M f ~ ~}J r. I E:•' r~
r ~ t.'i t t 1. 1 F` Sze'--~ yi Et ~ ~ ..-,....._<1..- r `~~1 ~ E~. ~ E'_ 4~ I ~ - ~ 'r . - - is
l' .J ~ I~ i ~.1 r ~ ~ .t 771 T~- ~.~A ~ ~ ~ _ ~

i
.r.-^^.a. ~.,•*'-.'S~ a,. ~ - ^'s•'"'~ C'~~~a r;" --^-2.~ ~"`^r-_ f`~.';~ .~''`r+~+~~'`\ p~•-~ F'r^ .
~ } ~ r,~ f-~~'~~ 'C~ f d ~ _ .A z~ i ~ _ ~..~rY'~ ~ ri' 4( ;p9 j~-~ a A..:. ~1 s ,:,f -.9 ~';P # ~ ~ ~ - L.~'~~ - ~ F ~ it c- i~~ ^j
r ~ F '~.1 ~ 1 3 .i.~ i ~ f: f. 9 v l r7~" I ~ ~ i.~7 i r, 'r X fi.,`,.r ti i r r ~ a 'Y y is j ~ a r I~ i' r ~ ~ j I r ~ ~ ~ i ti:'~ e. I r ::I Y ~I ~ ~-r , r ~ a
r ~t ~~I~ ~ ~ ~ ~ r ~ F' , . "d ~ ti
.
i
i
4~
i

fi i ~ ~~5
~;~h ° §
3 ~ aY~ !
t~ c ,
R k r ~
i' R t~
i
i
i 'C ~ C ~,fl HEAVENLY MTN DR ~ , ~ v
l f HEAVENLY MTN DR D
BAMBOO ROAD w ~
LITTLE
~ ° CAUREE
GEORGE HAVES RD EXT.
i" ~ J ~ - j,~ ~ - L.,.
I -i
e ~H(SC'ERING HCLES RO . ~ f
.`~.i1 . ~ T
. ~ ~ ~ ~ F.-~ ~ J ~ a k!
!E ~
- ' _ _
/ F _ , ~ ~ ~ ` , ~
~ . ROCK CEIC= F _ ~ ` ~ .a ~ AHO ROAD ~ . , , o , ROAD ~ r_ ~a d
i. d a ` , f-(\1 r ~ LJ~,. V ~ • • • v9G' ~ Sse-, . ~ r ~ ~ a p x r ? .y ~ c ~ vz a+as ~ ~ ~ -n t' °a® ~ r ~j ~ r ~ v-s~ a p s ~ R n ~ ! ~ ~ ~ ~ , _ ~ ~ I ~ U lrl L V it ~1 t, Wi ;i tl u i' ~ - .-:a , ~ ~~li ,1 ~ ~ ~ r; i5 iu_z.v~ 8 ~ t`. ~ ~ U •J ~ ..~"W
C3 a ~ ~ to '.5 ~ ~ r~^,.~ ~ P' n z~ r z ~ ~ RK"`v h 1 "A ~ R F: ~ ~ l r-.a ~ a t~" ~ ec"I r`a I" ~..1 n
t''} C/,} S ~ , ~ ~ i~ I~ ~ o s a `:s~ ~ u . 1 U .1.1 .r u. k: V u a Li a ~ d y ':i. it ~ ~ .i u ~A L ' L~ u ~u Y J-'^'~: c a 6 ~ ~ b ~ ~:J
6 y y~~' ~ 1 t d ~ s ~ r'. r~ r ~ t I ~ F ~ ~ ~ ~ r.,t ~ 1 [ '1 ~ 1T . t 87 1. 'j
.._t ' ~ j - ~ mu v at 1:.~ s ~ .ti. ~ ~ L~ ~ ~ u_a ~ ~:s ~ d a "gym a u ~ ~ ts=.' ~ i%:s.+ ^i ~.a ~ ~ ~ ~ ~
t 1 ~ ~ i _ t
C - ~~a ~ ~ r, -gyp ~ ~ r ~a ~
I 3 ~ ~ .1 ~ EEK CREEK ROAD
pq
a u..
m V
x \i~
0 a~ ``V V i
x L ~ATAUG A COU ~
{ a CITY ~ ~
i rf} CARD WEEE ~ COU NTY C'
{ l 4 s
I c 0
4 c
i+d.
t~t~~ ~P
' I S a
, } i i j ~ i'~-~ ~ l;~ i ~ a ~ ,3 :1
. ~ .,..a ~ « ~
X71
~ 'I
ii Q 1
E I L' 7
" ~ ~ ~ ' 1 {
i ~ ~ i f z G~ ~ °y ; ; .ti t
s ~ , . ~ ; , a' F';~ ~ ~
t' j t;; ~ ~ i'~?; + 'J 1 ~ - ~ : ! r , ~ , r i , ~ ~ a~: ~ I
I ~ ~ s. L:,j 9 , ` ;i ~ ~ ~ ';3 ~ ~ ~ ~ ~a ~ ~ ~ I
J> 1111111!/1
~~ppqq ~V f' 1 i 1 . _ Y . . I i ~ ~ J i
~ ~ ooooc ~ ~ a°° ~ + °oa o Ip o
7 ~`d , ~ _ ~ ~ : 1 ~ ;i ~ ~i ~ o ~ ~fl ~ 0 O ~ 6 / p Q~ Q ~ 0 ` 0
:i ~ ~ ~ ~ a S~~ 0 rn O
0 ~~VG~ 0 0
~ I ` ~ .a - 1 t ~ O O % © 000.
!7. j ~ ~ L, G~;~• 1 ~~~Vijl 0000 000f• / l -.~C,y,,.4 ~
~ ~ ~ i U1 ~ ~ f/ ~ ~~Y~ l~11 ! ! 1~~
~ 1 s"' c e r.iT t"nr "1rl 7 1iT'i - i rr l* ~i •rr F 1 ~?7" is 4 ~ } >>f',~ a.ajl2~ °^~3' ~'.X v F~~ ;-e 3~ ~ g ,4 ~•'S3. r~; 9" 6 ~4 ~i ) ~'`°t,~~' ~ ,1 i~ lr~ ~ 1`: t j:~ ''SS ~ Q ~ ~ 1 ~ y. tt{ tt Y I+, o i ii ~ 6t~ a yy 4 1' 3j ~ .tb t..3S~y,l.7i.~x ~J.c~'w ~ ii i~ i3!S..t,~L.~tai ~ ."t~`. ~ ~11,_?!.J t>ut) ~ '.s.~+~j Ni~.e`~ i L'SL~. ~ ~°~1~ a.,-...f.~ 1
I ~ r F,
~ ¢ f.
I ~ I ~
i
IJ 1
d j
p©~
~ ~v~pyVqq K J7 ,~_.--s
I 1' 3 W