20081281 Ver 1_Site Plan_20080821

a ~
Y ~l
tq
S,
a m M
O O
N
O N
a~
rn
Q
S§~~TH Cq~2 4~y 0~ f~,

- tmn,mvi e-w.
r- i'~~,„. ~G71 ' .
r .
WAKE COUNTY
R®LINA STATE OF NRTH CA
~
~ s 'n ~r 1 y , ~ ; ~ - ! c~ i, ~ir -
~ i i - - -
it _ ~ = ~ ~ ~ ll i11 7> r
- - y~ SHEET X10. DESCR PT ON
i _ _ _ r , l"f 1 ~ - ar
^7s r n 1 u `la~Y.rra >,r ~ I P• = _ ~ ~
~ t ~ `mot t i~_ .7 . ~ i'~afX'!~ I i ,i ~ ~ _ ~ "mot;; 1 COVER
nii ~ P~hVihl o th _ ~ ~~t C~I"J`~ r - ~I ~ p li ~j~t - ~ r t
i. c i i ~ x L ~ t ~ . r~ l: SSE~Ma_pr~~rr~ R~i54i R~ ~,.f, _ _
, 4r i _ _ _ ~m~t_ , 2 CONSTRUCTION SEQUENCE, GENERAL NOTES AND
- - _ _ ~ _ ,1 EROSION CONTROL NOTES _
II °y,
~ r ~ , - - - ~ - _ - f _ ' - _ ' l- f
'~7fit t i ~o• ;rJ i ~ ~ 1 + ~ a ~ ~ I = N ~ - ,t• ~ r~'y ~ I 3-5 SITE PLAN AND PROFILE
j 4~ 5, ~ ?~~t~b, i~ li ~ f~ " I_ ~~1
_ I f ~ ~ ~r pIi ~ ~ i , . ~ ~ r u - ~ ~f _ ~ ~ ~ _ v r, rFOr~- s3i r it ~ CBE - ~ ~ ~ ~r,. r PROJECT AREA ; , `'`~~e~ ; Irl 1- ~,1, 4~~~
- j y , 5i _ ' _ _ y ~ + I i - ~ ~ jj _ _.n ~ If -_..n ~ ' e J 'I 6-7 EXISTING AND PROPOSED BUFFERS
=U, r ~ V~ _ _ _ i
~ ~r ~ I _ 1 ~ i ~ _ ~ - - - - 1 ~ ~ i ~ - - - p - fs ~ ~ ~ 8-10 DEMOLITION AND TREE REMOVAL PLAN
_ . , k ~ _ ~ _
- ;r - ~ i
I - - a I~ I i _ - ~ ~f ; - - :i ~ ~ f' ; I 11-15 DETAILS
Pit '~=F~r~:-bE-~- i'~,t~-~ ~i,~,,~ l`,; i--: ~ _ i fl u ~ , - ~ ~ 1 i - ~ i, _ I it _ ~ _ i i,~~nrF~-fir _ ~ i
~ _ ~ i to Ls~
_ -A. ~ i ~ 3 F~ c~ i : , 7~, ~ ~ i ! ~ ~ ~ ~ ~ ~ 16-17 TYPICAL CROSS SECTIONS
~ k~~ ~ f I ~ fr ~ ~ ~d~ ~r a~+d- - , _ _ I z ~ ~ ~ I ~ I, J~- Ralei . f-- r; ~ . ~ _ - _ I
w ~ i - - - .,fin. I r w- _ l i' 18-21 PLANTING NOTES AND DETAILS
i~ fi - ~ - _ ~ ~ ~ ~ I ! y;,;~ s~., ~ ~ '.~l l__ ~ I , i ' Vic;
w -cs RJeau~v~ I'ar ~ 5~ 1 ~ ~ ~ _ - -
f ~ . , _ -~i r f ~ i = ~ ' PROJECT AREA I t ~ G, I 22-24 PLANTING PLAN
o a ~ i ~ ~ ~ a _ ~
I ~ - r- , / Yl -hr~ ,d~y~ Rid ~ l _ - ~ i i ~ I ~ i i sa I : ; - it . ~ i~l ~ t ~ _ ~ ~ I
~ ~ ~ II ice--' ~ ._ii _.;G'-~ I Ik
d. ~Go ~``rY~t~2005=IJierasufl.Got arttVour~~~~ {iers: Allu tt~ie>e ~e~d,~ - ' .f
0
m 3
v ~1oN Musr ~ZILITY p~
0 ppp`~rrr`~p c TFP~
u~l ~ ~ ~ i
S SURVEY PREPARED BY.• J ~ a o m ~ ~
919 U E . Ni T. Y 0 ~l TA [phone] auG~y 2aa~
uite C 2205 S ~ ~:9~ a~~veyrng, Ine. I Bffi+ORBYOUDI01
' - C A S . M~ Y HORN A~1 ndun Drove Ca DD ST. JOH~1, P.E. [phone] ®s~~'~'~
o o ~
o ` 27523 ~ ~a ~ A x NC pe , o N
d PRELIM NARY
- - 228 1 63 9 9 NOT FOR CONSTRUCTION
= T 746'12.91"W LONG -35°4T16.54~N CENTERLINE STAT®N 100+00 LA U
F 3 CLIENT: ~ PREPARED IN THE. OFFICE OF: °A~` PROJECT:
o 3 OF CA o1 ~o7~oa
DRAWN BY:JIK WAL UT E EA REST. RATION
0 u~ ®EPAT DESIGNED BY:
~ ~ RTL CA Y, RT CAROLI A
o TITLE: CHECKED BY:
c REV. No.: REVISION: DAZE: DRAWN BY: CHECKED BY: ry ~ _ p
This document, together with the concepts and designs ppresented herein, as an Instrument of service, Is Intended only for the s ecific ur ose and client for which It was re ared. Reuse of and improper reliance an this document without written P,O, EOX 33068 -RALEIGH NORTH CAROLINA 27636-3068 COVER TSJ JOB NUMBER: SHEET NUMBER:
thorizationpand ado tation b Kimle -Horn andpAssociates, Inc., shall be without liabilit to Kimley-Horn and Associates, ' eu P sociates Inc. Zoos y PHONE [phone] FAX [phone] sEA~: 011775011 1 of 24
Inc. Co i ht Klmle Harn andY As , PN 9 Y-

E EROSION CONTROL CONTINUEDI: CONSTRUCTION SEQUENCE OF EVENTS: E GENERAL NOTES: ~ 'ENTS: CONSTRUCTION SEQUENCE OF EVENTS (CONTINUED:
.T UP APRE-CONSTRUCTION 13. THE CONTRACTOR SHALL NORMALLY STABILIZE THE SITE AS AREAS
m ALL BEARINGS ARE BASED ON NAD '83 GRID BEARINGS. INSTALLATION OF SEDIMENTATION AND EROSION CONTROLS SHALL BE IN 1. THE CONTRACTOR SHALL SET UP A P ACCORDANCE WITH STATE EROSION CONTROL REGULATIONS AND THE MEETING WITH TOWN STAFF, AN EROS AN EROSION CONTROL ARE BROUGHT UP TO FINISHED GRADE. AREAS THAT WILL BE
~ ALL DISTANCES AND COORDINATES SHOWN ARE HORIZONTAL 404/401 PERMIT. INSPECTOR, AND THE PROJECT ENGW (GROUND) VALUES. CONTRACTOR SHALL SCHEDULE A ME THE CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE 48 HOURS PRIOR TO ANY LAND DIST THE CONTRACTOR SHALL ONLY CONDUCT BANK AND STREAM PROJECT CONSTRUCTION ALL EROSION CONTROL MEASURES SHOWN WITHIN .CT ENGINEER. THE LEFT DISTURBED FOR MORE THAN 21 DAYS SHALL BE
ULE A MEETING A MINIMUM OF TEMPORARILY STABILIZED PER THE PLANS AND SPECIFICATIONS.
_AND DISTURBING ACTIVITY. BANKS .SHOULD BE GRADED AND STABILIZED AS SHOWN IN THE
PLANS AND DETAILS.
STALL TRAFFIC CONTROL
BED WORK, INCLUDING ALL IN-STREAM, GRADING, BANK THESE PLANS IN ACCORDANCE WITH APPLICABLE NCDENR EROSION AND 2. THE CONTRACTOR SHALL INSTALL TR STABILIZATION, AND IN-STREAM STRUCTURES ON A SECTION SEDIMENT CONTROL REGULATIONS, AND TOWN OF CARY ORDINANCES. MEASURES, EROSION CONTROL MEASU OL MEASURES. (TO BE 14.INSTALL FINAL PLANTING. PER THE PLANS AND SPECIFICATIONS.
OF STREAM THAT CAN BE ENTIRELY STABILIZE BEFORE APPROVED BY EROSION CONTROL INS a TURNING FLOW INTO THE NEWLY CONSTRUCTED CHANNEL. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN PROTECTION FENCING. AND OTHER ME ~1TROL INSPECTOR) TREE
OTHER MEASURES AS SHOWN ON 15.OBTAIN FINAL APPROVALS.
ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT THE PLANS. THE CONTRACTOR SHALL ~OR SHALL CLEAR ONLY AS
EVERY EFFORT SHALL BE TAKEN TO MINIMIZE DISTURBANCE IN CONTROL REGULATIONS. NECESSARY TO INSTALL THESE ITEMS, ESE ITEMS, AND SHALL NOTIFY 16. REMOVE SILT AND CONSTRUCTION FENCES, AND OTHER TEMPORARY
EN INSTALLATION OF THESE EROSION CONTROL DEVICES.
THE STREAM CHANNEL AND IN GAINING ACCESS TO/FROM THE ALL CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH REGULATIONS OF THE PROJECT ENGINEER WHEN INSTAL ITEMS IS COMPLETE FOR WSPECTION WORK AREA. THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) STORM SPECTION BY THE TOWN. CONSTRUCTION SURVEY
WATER GENERAL PERMIT. 3. THE CONTRACTOR SHALL MAINTAIN E TEMPORARY SILT CHECK DAMS SHALL BE CONSTRUCTED THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL MEASURES REQUIRED FOR WORKING I DOWNSTREAM OF THE CONSTRUCTION AREA TO REDUCE SEDIMENT EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION. THE THE PLANS AND SPECIFICATIONS AND AINTAIN EROSION CONTROL THE CONTRACTOR SHALL SET/STAKE THE STREAM CENTERLINE, TOP OF
NORKING IN A LIVE STREAM PER LEFT AND RIGHT BANKFULL (TOP OF BANK AND BANKFULL) AND LIMITS
TIONS AND/OR AS DIRECTED BY OF CONSTRUCTION, AND LOCATION AND ELEVATION OF IN-STREAM
ENTERING THE STREAM. CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE NCDENR EROSION THE PROJECT ENGINEER. DURING CO CONTRACTOR SHALL KEEP ALL SURROUNDING PUBLIC CONTROL INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED CONTRACTOR SHALL BE RESPONSIBLE
CURING CONSTRUCTION THE STRUCTURES, IN THE FIELD PER THE DRAWINGS. AN ELECTRONIC COPY
~PONSIBLE FOR INSTALLING (AUTOCAD) WILL BE PROVIDED TO THE CONTRACTOR FROM WHICH TO
ROADWAYS AND DRAINAGE SYSTEMS FREE FROM DIRT, MUD, AT APPROPRIATE STAGES OF CONSTRUCTION. ADDITIONAL EROSION CONTROL MEAS AND CONSTRUCTION DEBRIS AT ALL TIMES. THE PLANS, BUT NECESSARY TO CON COL MEASURES NOT SHOWN ON LAY OUT THE CENTERLINE OF NEW STREAM. THE ENGINEER RESERVES
'Y TO CONTROL EXCESS THE RIGHT TO ADJUST THE LOCATION OF THE PROPOSED CENTERLINE
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED SEDIMENT, IF DETERMINED NECESSAR CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY CONTINUOUSLY, RELOCATED WHEN AND AS NECESSARY, AND SHALL BE ENGINEER. JECESSARY BY THE PROJECT BEFORE THE CONTRACTOR BEGINS ANY CONSTRUCTION.
CONSTRUCTION EQUIPMENT
ITEMS DAMAGED DURING CONSTRUCTION, INCLUDING FENCING, CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED AND MULCHED 4. THE CONTRACTOR SHALL SET/STAKE .T/STAKE THE STREAM THE CONTRACTOR IS REQUIRED TO INSTALL IN STREAM STRUCTURES
ROADS, ETC. AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS. CENTERLINE, TOP OF LEFT AND RIGH WRITTEN ENCROACHMENT AGREEMENT FOR ALL WORK IN THE UTILITY STABILIZATION IS THE BEST FORM OF EROSION CONTROL. ALL DISTURBED OF CONSTRUCTION IN THE FIELD. PER AND RIGHT BANKFULL AND LIMITS (ROCK A-VANES, ROCK VANES, ROCK SILLS, CONSTRUCTED RIFFLES
=1ELD PER THE DRAWINGS. AN AND ROCK CROSS VANES) USING A BACK HOE WITH A HYDRAULIC
.D) WILL BE PROVIDED TO THE THUMB OF SUFFICIENT SIZE TO MOVE ROCKS AND TREES AS SIZED IN
RIGHT-OF-WAY SHALL BE OBTAINED BY THE TOWN OF CARY. AREAS WHICH ARE NOT OTHERWISE STABILIZED SHALL BE TOP SOILED AND ELECTRONIC COPY (AUTOCAD) WILL B HOWEVER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SEEDED, TEMPORARILY OR PERMANENTLY IN ACCORDANCE WITH THE NORTH CONTRACTOR FROM WHICH TO LAY O DAMAGE INCURRED TO ANY UTILITY LINES DURING THE CAROLINA SEDIMENT CONTROL REGULATIONS. PERMANENT SEEDING AND THE NEW STREAM. THE ENGINEER R CONSTRUCTION PROCESS. GRASS ESTABLISHMENT IS REQUIRED PRIOR TO PROJECT COMPLETION AND ADJUST THE LOCATION OF THE PROP ACCEPTANCE. BEFORE THE CONTRACTOR BEGINS AN
TO LAY OUT THE CENTERLINE OF THE DRAWING AND SPECIFICATIONS.
IGINEER RESERVES THE RIGHT TO STAGING AND STOCKPILES AREAS:
THE PROPOSED CENTERLINE SPECIFIED AREAS SHOWN ON THE PLANS HAVE BEEN ESTABLISHED AS A
3EGINS ANY CONSTRUCTION. STAGING AND STOCKPILING AREA. THE CONTRACTOR MAY ESTABLISH
ADDITIONAL STAGING AND STOCKPILING AREAS ALONG THE PROJECT, AS
ALL EARTH MOVING EQUIPMENT SHALL BE SERVICED PRIOR TO CONTRACTOR SHALL PROVIDE GROUND COVER ON EXPOSED SLOPES WITHIN 5. GENERALLY, THE CONTRACTOR SHALL OR SHALL WORK FROM UPSTREAM NECESSARY, TO CARRY OUT THE WORK. ALL STAGING AND STOCKPILING
WORK COMMENCING EACH MORNING. EQUIPMENT SHALL BE 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING. TO DOWNSTREAM WHEN PERFORMING MAINTAINED TO PREVENT FUEL, OIL AND LUBRICANT SPILLS IN PERMANENT GROUND COVER FOR ALL DISTURBED AREAS SHALL BE STREAM CHANNEL. THE CONTRACTO THE VICINITY OF THE STREAM. PROVIDED WITHIN 15 WORKWG DAYS OR 21 CALENDAR DAYS (WHICHEVER TEMPORARY SILT CHECK DAM(S) DOW IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. WORK IN THE LIVE STREAM. ZFORMING WORK IN THE EXISTING AREAS MUST BE INSIDE THE LIMITS OF CONSTRUCTION AND APPROVED BY
)NTRACTOR SHALL MAINTAIN A THE ENGINEER. SILT FENCE SHALL BE REQUIRED IN AREAS WHERE LOOSE
CM(S) .DOWNSTREAM OF ANY SOIL HAS BEEN PLACED IN THE STAGING AND STOCKPILING AREAS.
NO TREES GREATER- THAN 12" DBH SHALL BE REMOVED FOR ADDITIONAL
THE GRADE LINE ELEVATIONS SHOWN DENOTI" THE FINISHED STAGING/STOCKPILING AREA WITHOUT PRIOT APPROVAL OF THE TOWN.
ELEVATION OF THE PROPOSED OR FUTURE `_;URFACING AT TEMPORARY SILT CHECK DAMS SHALL BE CONSTRUCTED DOWNSTREAM OF 6. THE CONTRACTOR SHALL REMOVE NO =MOVE NO TREE 12" DBH OR
GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE THE CONSTRUCTION AREA TO REDUCE SEDIMENT ENTERING THE STREAM, GREATER, NOT SCHEDULED FOR DEM0 LINES MAY BE ADJUSTED AT THEIR BEGINNING, ENDING AND AT AS SHOWN ON THE PLANS OR DIRECTED BY THI: TOWN OF CARY. CHECK DEMOLITION PLAN, WITHOUT PRIOR AP STRUCTURES AS DIRECTED BY THE ENGINEER IN ORDER TO TEMPORARY ROCK SILT CHECK FOR PIPING, EROSION, AND ROCK TOWN. FOR DEMOLITION IN THE RAIN GAUGE:
PRIOR APPROVAL BY THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A RAIN GAUGE ON THE
PROJECT SITE AND FOR RECORDING DAILY RAINFALL AMOUNTS DURING
CONSTRUCTION.
SECURE A PROPER TIE-IN OR TO CREATE A MORE "NATURAL" DISPLACEMENT WEEKLY AND AFTER EVERY RAIN EVENT. )NSTRUCT CHANNEL SECTIONS TO
APPEARANCE. 7. THE CONTRACTOR SHALL CONSTRUCT ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE ASTABLE FORM BEFORE MOVING OUT DVING OUT OF THE WORK AREA. TREE PROTECTION:
REMOVED WITHIN 21 DAYS AFTER FINAL SITE STABILIZATION AND FINAL ASTABLE FORM SHALL INCLUDE, BUT LODE, BUT IS NOT LIMITED TO CONTRACTOR SHALL MAKE EVERY EFFORT TO PREVENT DAMAGE TO
TREAM STRUCTURES, TREES WITHIN THE TREE PROTECTION AREA. IN THE EVENT OF
SUBSURFACE: APPROVALS OR AFTER THE TEMPORARY MEASURES ARE NO LONGER THE INSTALLATION OF IN-STREAM ST NO SUBSURFACE DATA IS MADE AVAILABLE TO THE NEEDED. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING TRANSPLANTS, EROSION CONTROL MA NTROL MATTING, AND DAMAGE, REPAIR ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT
DING TO THE TEMPORARY SYSTEM IMMEDIATELY.
CONTRACTOR FOR THIS PROJECT. THE CONTRACTOR SHALL BE FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY TEMPORARY SEEDING ACCORDWG TO • REPAIR ROOTS BY CUTTING OFF DAMAGED AREAS AND
RESPONSBLE FOR MAKING HIS OWN SUBSURFACE STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. SEEDING SCHEDULE. PAINTING THEM WITH TREE PAINT. SPREAD PEAT MOSS
INVESTIGATIONS AS THEY RELATE TO THIS PROJECT. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD 8. WHERE DESIGNATED, THE CONTRACTOR
~1TRACTOR SHALL EXCAVATE NEW OR MOIST TOPSOIL OVER EXPOSED ROOTS.
SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE CHANNEL SECTIONS; HOWEVER, THE NE .R, THE NEW CHANNEL SHALL NOT • REPAIR DAMAGE TO BARK BY TRIMMING AROUND
MATERIALS: END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY BE CONNECTED TO THE EXISTING CHAN TING CHANNEL. FOUR. TO SIX DAMAGED AREA, TAPER THE CUT TO PROVIDE DRAINAGE,
EXCAVATED MATERIAL SHALL BE STOCKPILED IN NON-FORESTED SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL FEET OF UNDISTURBED EARTH MATERIA H MATERIAL SHALL BE LEFT AND PAINT WITH TREE PAINT.
AREAS WITHIN THE EASEMENT FOR LATER USE AS BACKFILL OF DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER BETWEEN THE NEW CHANNEL SECTION ABANDONED CHANNEL. EXACT LOCATION OF THE SPOIL AREAS SEDIMENT IS REMOVED IN THIS MANNER. PREVENT THE NORMAL STREAM FROM SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED CONSTRUCTED CHANNEL. STOCKPILE T SECTION AND THE OLD TO • CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE
AM FROM ENTERING THE NEWLY COLLAR AT THE TRUNK OR MAIN BRANCH. USE A
~OCKPILE THE EXCAVATED SEPARATE CUT TO AVOID PEELING BARK FROM HEALTHY
BY THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE, OR HAUL ROAD HAS MATERIAL BETWEEN THE NEW AND EXIS J AND EXISTING CHANNEL. AREAS OF THE TREE.
FOR INSTALLING APPROPRIATE STABILIZATION MEASURES BEEN COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE SOIL BY REFER TO THE NCDENR EROSION CONTROL MANUAL FOR MORE
OUTSIDE THE SPOIL AREAS TO PREVENT EROSION AND CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONE 9. CONSTRUCTION SHALL BE COMPLETED I SEDIMENTATION. EQUAL TO THAT OF THE ORIGINAL APPLICATION. VEGETATION, EROSION CONTROL MATTIN ?MPLETED INCLUDING TEMPORARY INFORMATION.
ZOL MATTING, LIVE STAKING,
TRANSPLANTS, AND STRUCTURES. TH UTILITIES: ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE APPROVED BY THE DESIGNER PRIOR T THE CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES PROTECTION DEVICES SHALL BE IMMEDIATELY REPLACED AND THE INLET FLOWS INTO THE NEW CHANNEL. JRES. THESE SHALL BE TRAFFIC CONTROL
Z PRIOR TO DIVERTING STREAM 1) ACCESS TO ALL ACTIVE PRIVATE. RESIDENTIAL DRIVEWAYS MUST BE
JEL. MAINTAINED DURING CONSTRUCTION.
~ INSIDE THE CONSTRUCTION CORRIDOR. CLEANED. FLUSHING IS NOT AN ACCEPTABLE METHOD OF CLEANING.
10. FOLLOWWG APPROVAL BY THE DESIGNE THE CONTRACTOR SHALL FOLLOW OSHA GUIDELINES AND DURING CONSTRUCTION OF THE PROJECT, TEMPORARY SOIL STOCKPILES SHALL CONNECT THE NEW CHANNEL T UTILITY OWNER GUIDELINES WHEN WORKING NEAR UTILITIES. SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. CONNECT THE NEWLY CONSTRUCTED S THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND EXISTING DOWNSTREAM CHANNEL FIRST, IE DESIGNER, THE CONTRACTOR 2) CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT TRAFFIC FLOW IS
HANNEL TO THE EXISTING STREAM. MAINTAINED ON ALL IMPACTED. CITY AND PRIVATE STREETS DURING
RUCTED STREAM CHANNEL TO THE CONSTRUCTION.
JNEL FIRST, THEN THE UPSTREAM.
3) IF A TEMPORARY STREET CLOSING IS REQUIRED, THE CONTRACTOR SHALL
g PERMANENT STABILIZATION OF ALL 501 STOCKPILES ON SITE AS WELL AS ! THE CONTRACTOR SHALL CALL THE °CONTACT ONE-CALL SOII.INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. SOIL 11. ALL CHANNEL WORK SHALL BE PERF i CENTER" BY DIALING 811 BEFORE DIGGING. REMOVED FROM THE PROJECT SITE SHALL BE DISPOSED OF AT A NCDENR OF CHANNEL BANK, UNLESS DIVERSIO
BE PERFORMED FROM THE TOP COORDINATE WITH THE TOWN OF CARP.
~ DIVERSION IS APPROVED AND 4) IT IS ASSUMED THAT CONSTRUCTION SIGNAGE WILL BE ADEQUATE FOR
APPROVED DISPOSAL SITE. INSTALLED. NO EQUIPMENT WILL BE ~ UTILITIES TO BE TRAVERSED BY CONSTRUCTION EQUIPMENT SHALL IN THE LIVE STREAM. WHEN GRADW BE OVERLAIN WITH 3 FEET OF ADDITIONAL COVER DIRT OR SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND GRADING THE CHANNEL BANKS BELO g MULCH, OR APPROPRIATELY BRIDGED TO PREVENT DAMAGE. OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED MARK. THE CHANNEL FLOW SHALL B WILL BE ALLOWED TO OPERATE TRAFFIC CONTROL. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED. BY
N GRADING IN THE CHANNEL OR THE CONTRACTOR FOR ENGINEER .REVIEW AND APPROVAL PRIOR TO ANY
MKS BELOW THE HIGH WATER CONSTRUCTION ACTIVITY.
V SHALL BE DIVERTED AROUND
AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE THE WORK AREA USING THE IMPERVI ° EROSION CONTROL FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. PUMP-AROUND SYSTEM AS SHOWN 0 ~ SOIL TYPES: APPLING SANDY LOAM, APPLING GRAVELLY IMPERVIOUS DIKE AND
SHOWN ON THE PLANS. CHANNEL MATERIAL HARVESTING
CONTRACTOR SHALL HARVEST EXISTING CHANNEL MATERIAL FROM ABANDONED
SANDY LOAM, CECIL SANDY LOAM, CECIL CLAY LOAM, STABILIZATION MEASURES SHALL BE APPLIED TO STRUCTURES SUCH AS 12. CHANNEL EXCAVATION SHALL ONLY B s CHEWACLA, AND WEDOWEE SANDY LOAM. DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER WSTALLATION. OR ISOLATED SECTIONS OF CHANNEL _L ONLY BE PERFORMED IN DRY SECTIONS OF THE EXISTING STREAM AS DIRECTED BY THE ENGINEER.
CHANNEL PER THE PUMP P R ELI M NARY
AROUND DETAIL.
NOT FOR CONSTRUCTION
°A~` PROJECT:
PREPARED IN THE OFFICE OF: CLIENT: TOWN OF CARY 01 ~o7~os
DRAWN BY:JIK INAL CE TA RETORTI
3 Kimley-Horn ENGINEERING D and Associates Inc. TITLE: .RI G ®EP T T DESIGNED BY:
RTL CARY, T CAROLINA
REV. Nw: PE~M50N: DAIS ORAMN BT: CHECKm BT: ' CONSTRUCTION SEQU N EQU C, EERAL °HEgCED BTSJ
This document, together with the concepis and dpesigns r nted herein, as ap instrument of seMce, is intended o i~for NOTES AND EROSION ~ the specific punpose a d client for which it wand AssoceSte Reulnc. of ~a~n'd be Pw'thoutr liability to K mley-HOrnnt ndtASSOCiatets,~ P.O. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068
~mo~i=at~o~ d daptation by Kimley-Horn ~ ° PHONES [phone] FAX [phone] ~®IN C T®L NOTES JOB NUMBER: SHEET NUMBER: sEA~: 011775011 2 of 24
Inc. CopyrigMaKimla Horn and Associates, Inc., 2008

- r----- , - ; 1 ! i---------r-------~------ I----- I j------ r ~ W I i ~ I I -I--------- ~I ------'-j -7-'--'---..__._ i
I ~ y I I i - . WU I ~ I ~ a I I ~
I ~ iW E ! i ! z I ~ ~ I W ! I W! : _ ~ I , ~ ~ o I i c~' Lil w O II
_ - _ _ _ _ _ _ _ r - ~ I ~ _ : _ ~ I _ _ - - t C i ~ O Q ; i i Q 0-..~ - - _,I _ i . _ ~ . _ O~ ~ ~ ~ I
' l U i I ~ ~ i J, s, I ~ i ~ ~ ~ ---I Z i I i ~i Z
m ~ i ~ I i ~ U ~~U ~
E i . I ~ a ' PROFILE LEGEND i 1 448
OPE x0.0049 _ - 448 - , - ~ ~ i ~ I - ~ ~ . i
~ ~ , i i ILL USING HARVESTED I ~ ~ ~ F I ~ i I ~ ' PROPOSED CHANNEL BOTTOM
i LOPE =0.00.9 ~ CHANNEL MATERIAL i :
_ L N -----r _ _ ~ ; i I ~ 1 - _ _ .__I i. _ _ o PROPOSED BANKFULL/TOP OF
! ~ i 'I ~ SLOPES =0.007;0 I I o i ; I I ; I I i ~I + BANK i
i I i N ~ ~ I I ~ ' i I I ! r
i SL I I I ~ ~ ' I L. ~ - - . j SLOPE =0 0040 o EXISTING GROUND-CENTER _ ; ; _ ~ 444
444 ~ I ~ I I - - ~ ~ ~ , ii i W i
~ I r ~ ~ ~ i ~ ~ ~
! ~ j O co i J~ i ! I w Z
f _ ~ _.------fi. ----~I----------j - j w ~ ~
i I I j ~ I, i i ~ I I ! O ~p ON ; i I ~ ~ ~ I i = ~
~ ~ ~ ~ W III J (n ~ I ~ O r~ i U
~ I ~ W ; S 4_ O w _ - - i - _ _ Q o0- L__ ~ _ _ L_._. I ~ _ ~I _ _ Q 440 ROCK A-VANE ROCK CROSS VANE
440 - _ ~ , ~ Ci _ ' ~ U W r ~ - ! I W o i ! ~ - J p
"DROP OVER I W ~ w o w w II ~ o f l 6 I > ~ I c 1, w
I ~ d. II STRUCTURE: ~ ~ i ! o ~ ' O W ~ ~ - ° ' _ _ ~ ~ I ~ i w II _ - lt.. - _ ~ i
-T ~ _ _ _ - ~ J _ - - - ~r- I-- TO - ~ Q _ ~ w~JZ ~ ~ W , ~ BANKFULL
~
MAINTAIN TYPICAL ! I - ; ' O ~ Q ~ C~ ~ z ~OY~ O
Z W Q W O~zZ J i ~ _ , _ ~ - _ ~ _ _ _ - (n z _ ~ ~ ~ r-_.- _ -
E' O ~ ~ I z I I- Q Q ~ N j i ~ W Q W d~ Q ! W ~ (n LYI ~ W ~ W I W
- O CO i ~ i J ~ > J W ~ to > j J J X I - ~ W W J W J J ~ J
W i i ! W i W I w O .N' W W J W J ~ O i I i Z L~ I (n W !n ~ ~ I-!- Op z ~ ~ W N - - O I-~-____. I-I- ~ p) _ ~ ~ ~ ~ ODO ~ ~ O N _ i
~ O ~ 1-- _ _ _ _ T-------- _ Q ~ . - ~ O~ - _ ~ O - ~ ~ ~ 00 d.. d' ~ N - _ . - N _ - Q ~ - ~ N ~ - W ~ ~ O I-I- ~ OW~d" ~ >p~~ ~ ~~O ~ O~ ~N~ ppcO~d- 00~ ! >O~ cq - N N ~ ~ c0
~ ~ o+ + II o+ ! ~ + + + + +N II + + + ~ i w I ~ w rrj ~ J ~ tc) d~ ~ w II ~ I w { ~ ~ ~ ~ ~ J ~ ~ i ~~~j w~N ~~N ~ LOG SILL M
Q> ~ ~ O , ~ N N U N > U N ! O d- i Q O d- W d' J d- W p d" WTI--J ( QOd' ~ OOd' U°~i- OOd' ZO>J O~ I ! O O O O -O~ O~d- oo~ oo~- ~a~- ~ O~d-
F- U (n W ~ i ! I d' ~ d' - W ~ d" i ~ d" i ~ d" O ~ ~ ~ I - - - I - -i--_ r - ~ _ p i. Y ~ I- W Y _..-----a p _ _ Y p - , II it _ II II ~ II W _ ~ ~ II - - -
! it ~ II II II ~ II i, U Q w U Q Q > ~ U4> QQ> I UQ> QQ> _Q WiUQ> I QQ> Q> Q> Q> > OI-J WQ~ QQ~ wQ~ OI-J wf-~ OI-J j
I j OI-J ~ WE-J ! O?-J W1-J XE->O''Of-J ~ WF-J~; OI-J WF-J OF--J Of--J ! W'(nW _(nW i W'(nW S(nW W(nzf--;~(nW I =(nW', ~(nW =CnW I-(nW J(nW I-(nW ~-cnw =cnw I-cnw
i ~ ~ ~ i ; ~ ! ! I I i 1, ~
DO r~ 0) DO ~t M M I~ ~ ~ ~ ~ rn
~j c0 u] d' d' a0 ~ N d' N ~ ~ d' d- d' d- d. d- ~ d' d- d' N O d.
d' d- i~
30' 0 15 30' 60'
i i I
104+00 105+00 106+00
100+00 101+00 102+00 103+00 I
ii r_~-~-~_'~-n ~ ~~~rl - ~>3n~~F~~ ~ G,~,~~<i-~~i~~ _ _ BOULDEf~ TOE s. i {';rye
I , - ~I I. ' j iniGf ~ 1.~` r~~.5 ' ~ ' ~ r PROTECTION ; _ I ~ ,~2 E ~ ~ ~ ~ - ri . . - -
1 ~ ~ I i.j~`'1 ~f.i;. i" "~.~J ~=~Tr..~4~ nui~,r~~~~ri,„ r G ~ M ~ _ _ - i t ll ~ v. ~ ~ : r ~ ~ l SEE_ DETAIL _ _ . . C I I ' ~ FF ~tpa--.:_,,.1,')°. L,~, :)~Y ~+4t. 9 r' ha~J,4~- Lv-c,i-I_Ui;~ I , ~ _ _ _ - - EXISTING DRAINAGE - _ ~
- ~I~ ~ ~e ~ ~ i~ ~ , ~ . ~ ~ , , ~ r ,J , _ - _ _ _ ~ .~A 4~~:L~~ a. r<~ r ;y; I. I,. -r'-" _..__~-..rti ~r_~.., 7:?.u 4. vv? ;:1 -r / ,ii, - w--, f :ar DITCH - _ ~I ~ ~ ~ LEGEND-
. „tJ !Id 4r~~,6 i I r I ~ I~ r `,~~i ;r, ~ . u,.~ 1 ~ ' ~ - _ - - - ~----v _ ? . j- x.} i 1 III . ~ : Ci h~l- i'.JS .~:1..~.Yr.' "I ~ C.' l` A 1 ra
~ ' Y, n ` PL GE ~
1 Ss _ _ _ , I (1;~,~'r~~,,~~r _~~~7~:-~._ t . _ _ _ _ - _ POOL 1 _ . _ ~ ~ ' PROPOSED STREAM CENTERLINE \
N ~ 1 I, .,2y.. . ~ ~ „ z : . r ~ ~ v ~ r. _ _ „ r „ ~ F, ,,r . .a ~ _ - ~ ~ , , - a ~ ~ ~~'n~ -~b~<.~~ ~s ~ DISSIPATOR ~ ~ ~ r ~ _ ~ - _ „ ~ r_ _ r ~ 1 ROCK VANE f: i ~ }
~ ..-I- ~ I ~ li /4tC~S ~ CyY~ > Y. ~w,.. _ yy i / I _ ~ 0~ ~ ~ f-~- ,.Y i - - ~ ' - 5 (4Yjx12{~~jx~3 W s _ _ ~ i - ~ - i i , ~ ~ - - , ' ~ BANKFULL BENCH 1 3 , ~ k - 1 ~ V ~Vf
~t ~ _ <s - i I r a~CLASS I~ R1P R P _ i e G n~ _ _ . i ~ . _ ~ - c- c- CUT LINE ROCK SILL
. i . 1, ~ CJ, L„YS \ i ' J ~ cT. . 7...` - y ~ , , r ~ tip i C I 'k~, ~T~r ~._,~1 ~r ~ ~ - 1 t i
B~~ ' ~ ~ it ~ j v i ; ~ ' i, ` ~1'~` r' c BENCH LINE (END OF FLOODPLAIN
1 _.u~ _ , ~M ~ \ _ e ~ ~ - BENCH)
hiSt.= 5~5t+.04' j i Ii'i'r, II if, j' ~ ,,4 ar 1~._ _ _ i:d>~ iti~S~-4~23r'i I CG 'Sf~ 4~ / ~ X'r C i- / ~ ~ j r/.-- - r! ` '~~ti~ , ~-~~u~ ~ ROCK CROSS VANE _ ~ _ _ ~ CLAY PLUG
a. r ,P:{J~j -r~1.4~ , I ~ 1 i~~ ?c ;`~.Q ~ ~ I G rr ~ t : -
t~V f3t~T ~S a~-°~~.--"~T( I (jy~~~r~t~ Tt r ~^•Y,,Y` C ~ ~ ~ _ Y"\ a~.ivt,i ~~w3., C IL~.~ - l~ _.5~:>~ r _ r.a~-- I c - I _ ' - ~ ~ C .
r _ _ ,~~y ( o
~~p.~~ _ r „ ~ FILL USING ~ ~ °,y \'l~ , , _ ~~~fT//-) BACK FILL 0 ° 1 r
I~ /i t G , Ae -e r HARVESTED i ~ ~ ~ ~I~ ~ ~ , _ ~ c ( _ L ~ hti,p ~ RIP RAP ROCK A-VANE
~ri~a--~ ~h~i ; l i r ~ ~a ~ e- ~ CHANNEL MATERIAL ~ I I I; i V ~ c ~ ~ \ c I I . 0 p : ~ t ~ r _ ~ ~ ~ ~ ~ WETLAND
' J,
. ' I ! f I : BOULDEF~-'OT~h' .y !~r - - 0 ~ p~~.. ~ ~i ; , ~ rn. ~ , x-00... . _ '-1r ( PROTECTION - 02 ~ _ )~Iv ita~ ~~9 s.6~' - i~l t rs 1 ~ ~,.~i - ,f
!'<V tJl) rT.~`r~.5t~~ i .y l ~ ~i it ~ 3~~_ ~ ~1„ i i `'SEE DETAIL SHEET'~9 - _ , ~ ~ I I 1 ~ ; o _ _ _ r, ,,l ~ ~;h,~~~r~ ~ BOULDER TOE PROTECTION SOIL LIFT ~ s
~ _ tzi~~,C~ 7 ~~}.4" xi. ~ ~ I fir; a !i1 ~ _ _ _ ~ J / ~ _ r , ~ r ~ v„ ~ ,i~ I ~ ~ A e. : 1 i G y5
- - Il ~ ~ ~ DROP BOX TO~~REPAIR ~~„,;1,~~ , ~ r
I.J i ,CULVERT ; ~ ~ , ~T,,.a~ . t _ . - - . ~ c-~' _~~z, r;r ~ ' I , ~ - .r~1 l~ , ~ NV. IN=449.05 k ~ r - s a _ I U 5 G M G 1i
i I . 1iI I ~ ~ ~ ~ c ~ , ~ _ III i~ INV. OUT-444.90 I „ i r~.P~ Q
I Ili <<J j e' I ~ ? ~ I~i ~ ~ , ~.~03+~ - j n ~ I SEE DETA L ~ ~ ~ 'r i ~~NI ~ ~ r~ ~ ~ I r t~ NOTES: s:~,~ -I- 1. SIGNIFICANT ADJUSTMENTS TO CHANNEL BOTTOM SHOULD BE MADE ONLY
~ ) : w i III ; I ~ I ~ { \ fl, \E ~ C i it ~ ~ ~ ~ ~ r <p WHERE PROPOSED CHANNEL BOTTOM LINE APPEARS IN THE PROFILE
~I i I , I ~ nr , ''.1CF - I ti i ~ 7. ~ J i r n, ~ fi ; , ~ 2. SIGNIFICANT EXCAVATION OF RIGHT OR LEFT BANKS SHOULD 8E MADE ONLY
I III ~ _ d ill ' ~Ii I i I`-~`" rit nct~:;i' L,. ~ i-,-~ _ w Q WHERE A BANKFULL BENCH, BENCHLINE AND OUTLINE APPEAR IN THE PLAN
I 6 ~ _ _ w ~ ~ , ~ ~ ~ ~ f I:,. Z 1 ~ i i 1 _ ~ i - ~ - _ _ ~ VIEW. r~
J i ~ I i I I - ~ 1 ,@ ~ ~ ~ ~ ,u a ,r ! ~.i - OXBOW BANK BELOW; I E ~ ~ - BANK BELOW; TREE 3. REFER TO GENERAL NOTES, SHEET 2 FOR ADDITIONAL INFORMATION.
I I i _ _ ~ rrr- ~ ~ - I ,r ! ~ j ~ ~ ~ ~ _ c~ ~ cam- WETLAND 2 ROOTS T0. ~BE - _ o ti ROOTS TO ~BE LIV)=~ ~ ~ ,,W~w°"~\°~'~
I l ~ r i~---- ~ - SEE DETAIL STAKED PER II ~ s c ~ , FFE=454.28'' ! i i ~ \ ~ ~%l c - STAKED) PER THE ~ J .
o Ji - - - Ski€ET < ,-PLANTING N0 / i , - E ' PLANTING NOTES. _
_ _ _ - f ! i ~ _ 0 ` . l I ~ , ye llli _ 1, r DO NOT GRADE. . ' - - ,i
I ~ ~ I FFE=454.04 - r ~ ~ ~ _ - _ _ ,
i I ~ - I j I ~/r ~ - i ' - ~ r ~ ~ . _ OXBOW - - ~ - ~ , - 0.._.
Lhi. ~ ~ , ~ ~ ~ ~ ~ 1' - o ~ ~ WETLAND ~ , , - r-`
/ , _ , i ~ i 1. t 1 v ~ , _ 7 f - - u ~ ~ ~ SEE DETAIL ,v ~ , ~a, , .
H o APARTMENT ~r _ _ ~ , , = ~ _ _ _ - ~ o t ` ~ ~ S EET 1a~ ~ rte ~~+'~_z,~ ~ "CYr„C ~'J~
~ BUILDINGS ~ ~ - i~ r \ \ - / „ ~ ~ `
!v i t ~ l r r' i` - ~
{ ~ - I i APARTMENT ~ i ~ ~ ~ „ ~ ~ - : I ~ I,I , ELOCATE ; - i~ / { m
_ o r BUILDING s ~ is - , i ~ ~ DITCH ~ ~ f i , , _ - . t ~ ~ ~ ~~i' - ~ ~ ~ ~i.:. L a t i..~..__. f
l it ~ rt,nt~ t t~nti a , ~~:.iN ;V i J ~ ~ -~,t ` ' ~ . t . r i ~
:2`y r ~ ~ , ~4,~9iL i~~s 0i Jul [ ~ ~ ~ - ? - PRE~IMIf~ARY
FFE=454.04 ; I , ~ , :I , _ _ " - t, ~ - NOT FOR CONSTRUCTION
. _
U °AiE` PROJECT:
CLIENT: ~ PREPARED IN THE OFFICE OF:
O i O TO 3 ~ OF CARY o' ~o7~oa DRAWN BY:JIK UVALUT CREEK TE REST RATIN
o SING DEPART ENT DESIGNED BY:
r` r` RTL CARY, T CA ®LINA
TITLE: 0 CHECKED 8Y:
~ NSION: DAiE: DRAWN BY: CHECKED BY:
o. REV. No.: RE ~ This document, to ether with the concepts and designs presented herein, as an instrument of service, is intended only for - ~ AND IL TSJ J08 NUMBER: SHEET NUMBER:
" ~ the s ecific ur ose and client for which it was prepared. Reuse of and improper reliance on this document without written P.O. BOX 33068 -RALEIGH, NORTH CAROLINA 27636 3068 p' P P tation b Kimle Horn and Associates, Inc., shall be without liability to Kimley-Horn and Associates, authorization and adap y Y- PHONE [phone] FAX [phone] sEAL: 011775011 3 of 24
Inc. Co i ht Kimle Horn and Associates, Inc., 2008 PY~" 9 Y-

- i - ~ --,------r~------- - _ ~ ~ W W ~ ~ ' I r------- 7------r- -r--- ! I i W I I , ~
w I W I ~ U U j W I ~ I ' I Q ~ ~ i ~ I O ' I I, ~ ~ ~ tJ Z
E ( ~ i Q Q ~ ~ d Z I ~ W ~ W _ QOf~ - ~ p ~ W W I ~ p ~ WI ~ W >~CO Q O f~ i ~I i C Z >I~cO I
' W E ~ ~ Q ' W - ~ - O _ - _ _ - ~ W - - - • _ - - _ _ i._.-- - Q ~ +
~ i , U ~ zl O Q w I W ~ Q r~ ~ i ~ z ~ ~ ~ O Q~~ ~ ~ ~ i (
w ~ ~ ~ ~ Z ~ Q d- - i C ~ W ~ I I (n zl ( U~ -I ~ O~ z Y
E ~ ~ m~ I ~ ~ U• II : ~ Q Q r N cQ Y ~ - - - ~ i o + ~ Q > ~ ~ ' - i__--- -
r~ f ~ r- r-- i. 444 1------- ~ ~ ~ ; , o ~ o ~ ~~LOPE _ .0071 l ~ i ~ i ~ i ~ Y z ~ to w o J I ~ T ~ ~ ---------1 444 ~cnw ~ ! 1 ~ U~~
Q i _ ! ~ ~ . I- Q 'I~ ~ W I ! W ~ ( j ~
- SLOPE -0.0148 ~ I o ~ SLOPE 0.0048 o ~ m ~ ; 'WQ i j U II ~O ~ WO I i
O N ~ - - - - - - - - - - ` - - . - - - -t----- - I ; ~ i ~ ~ ' , ~ z---- - -O Q- - - _ - ~ ~ Q >
N ( ~ ~ i I ~ ~ I t ~ i I I i ~ ' SL0 =0.0071 , I ~ ~ I ~ ~ U ' I ~ U ~ I ( ~ ~d+- i ~ ~ i ~
--1- ' i I ~ ' I I I ~ A _r_ _ i ~ 44
440 0 -±------i ---~--T- ~ - - ; _ - --I--- - ~ - - Q , ~ ~ ~ ~ - 1 ~ ~ I I SL0 E -0.0,.105
P i I . ~ o ~ i i ; I i ; I 1 ~ I i ~ ~ ~ i i W ' ~
~ ~ i i O ~ ! O , j i ! I ~ ~ I _ I I I i I I ' ~ ~ ~ ~ ___~LOPE = 0.0059 , ~ ' ~ ~ o
t - - L _ . - - - i I r -r ~ I ~ SL P , a-___ W ~ Z ---i ~ !SLOPE X0.0156 ;I ~ U J
l ~ I i Q ~ W I O 1 i ~ ~ I =0. 0
O ~ ~ ' i ~I tn~ i, p ~ Q I i i I J ' p
~ J U ~ ~ II i, - - r? - Q - - - - f 436 W ~ W _ - U ; - _ _ _ _ ~ Q 436 ' ~ '
z ~ > ~ ~ 1 ~ i W _ I - W I W i O i W W I I > ~ , O ~ _ C ~ I i ~
z I~ ~ ~ ~ ~ W~ ~ O O O w I I I,
W ~ II ~ I ~ ~ ~ ~~J ~ J ; - {
--~CnO I ~~O I - I ~ -~~-p i ~JZ ~ ~ W I I ~ i ~ ' ' i
Q~ ~ ~ I d' ~~WQ i i ~ ~ ' W pl-~- ~ ; w+~ ~ w+ pU ~ W w+ w I J ~ wQ m co ( ~YZ ; ~ i ~rn ~ W w oU ~ O i i ~ i i 1
1 Opd' Opd' ~ ~ ~Z- Z~ Op~'`~ W i J ~YZ J ! i I
. I-- Q Q _ 432 - o II o ~ II ~ o cn m ~ > ao o II - w ~ p ~ N o p ~ Q Q - i - W - t.-._ _ . _ i - i - - - - --I----- - ~ 432 W i ~ W i
QQ> QQ> I i + I aQ> I I ~ ~ ~ ~~nm~ ~ ~ W W I- J W F- ~ ~ f ! 00 O( i W I-- J, + W+ W J i
i ; I 'Qpd" ~ I ~ X00 p00 W W; Z(nW Z(nW Z(nW ! W ~ O ~ i - i ' ~ , WI j IJ i
i j ~ ~ d' I O ~ z W I ~ O r- d" ~ ~1" p ~ ~ ~ _ 1 i -I- i ~ i U II ~ ~ - - o Q~ r ~ -I___--..__.._._ ~ ~ I~ L -
~ '------i 1 I ~ i ~ Q> ~ II II >o~ w+~ ; i
i jOl-J WQ> QQ> + I ~ I ~~(~w 1 I I ~ OE-~ WI-J I ao O~~ i I Li in ~ ~i ~ In ~ W ~ d- ~ i ' ~ ONE w~ ~ O ~
~ ~ ' I- (n W I (n W Q O ~ ! d- ~ ~ I ~ ~ I ~i { i ~ ~ d- ~ ~ ~ d- it
Y i > i. 1 ~ II r ~ ~ - - ' QQ ~ i i j
i ( ! ~ I W f- J I ~ W I- J ! OI- J i W I- J i ~ r
~ I , I L ~ (n W i I I i i ~ i ' i j I = W i W _ W I ~i I I i I
I I i j ~ j I ! ! i ~ ~ I f I i ! I I o
1
N c0 ~ u7 c0 01 u7 In d- t~
O O M N DO DO O ~ ~ ~ d' d' d' d- M ~ ~ r~ ~ i'`) t~ t~ f~ t~ rfl
d' d' d' d' d- d' d- d' d- d' d' d- d'
30' 0 15' 30' 60'
109+00 110+00 111+00 107+00 108+00 112+00 113+00 114+00 -
~ r ; r ~C r t ~ u~~; ,~~r~~ r 1i~ - ~~;5 , ,a ~
. ~ 1 , / 1A
- r , , , EXCAVATED
3. E / i t~,i , e _ ~ WETLAND MAPL " . i 1 i ~ /
L - r AVENUE f i ,1 i ~ ~ ' ~ ~tt°, a. ~ ~ a
4 _ 4 SEE DETAIL _ Y ~ ~ ,
i ~ ~ `1~yi , .ice SHEET 11 ~ ~ ~ - ' r ~ r / k,jl
* ~ < ~ / ~ { ! tc) ~ i ~ ~ ,yv. ~ ,;.ego.
_-sa.
,av 1,m. / r V t ~ ' d d, „ r ~ - ~ w
_ - - ~ ~ Y _ _ - M / 1 ~~1 ~ ~ ~ ilOc ~ ~ ~ ~tgtF~~ ~ ~ y. . 5 ~ ~ J~ ~
~ i t . n i ,f . ~ 1 "4. 5 1 ~ ~.ti ~ ~i { - ~ tC / _
f~ , , ~ ` _
.F-,..7 az. i
li ~ - C I ,i r, hf q~. S}; ~ ~ ~ ~~{k~ ~ ty- s' ' ~C`/~. - n ~``~ii ' - ~ ~ p EXCAVATED
- ~ ~ ~ i } WE _ _ _ ~ _ ; T , s,..__. _ ~ r, ~ _ _'r~ DOGWOOD STREET
/ ~ ~ ~ - ,'1 s„~ ~ _ - _ _ _ _ _ _ - ~ , i_ ~ .r,~. t
_ _ E - - ~~,r ~ i,~ ` ~ EXCAVATED ` r' " ~ SEE DETAIL
~ WETLAND ~ r I f SHEET 11 ~ ~ ~ HICKORY.-STREET 4.
w't1tVN1 ~ 'y I 5 r o-, rt w 1 I ~ ~ ~ ~ >v~ ilk) ~ iv. C ~ ! ~6 . " ~8 ~ .7, . ' ~ ~ ~ i ~ - ~ 'au ~ ~ ~ ~ SEA-~~DETAIL , ~ ~r, ~ ~ ~
t c ,/e ~ EXCAVATED c - ,SHEET 11 ~ - ; ~ - ~
J_ rte- _ 4 "J' '~i ~ - C- c-` _
~ p k ~ -'r : STREET ~ ~ c e-._ ~
, ~ 1+ ~ ~73~'
,.r'' SEA DETAIL ~ ii, ~ t S 11 ~ ~ ~ 4+00
, ~ ~ ~ , "
~ L. ' ( ~ ~ c ~ CON C, J ~ ~ ~ a ~ k ~ . ~ 7> , - ~ r 7 CONSTRUCT RIGHT I -
3 - ,,r~ ,.vim t \ t ~ ~ m ; ~ x c - - ~ - BANK OF COMP/~CTED ~ ~ ' ~ -
~ ' OIL ` \ ~ J ~ ~ ~ - ~ Y , ~ti ~ / / ~ ~ _
r ~+w. w, rti ti ter, ~L r ~ :,,y{,i; . A y~. v I"~, - .,fir y . , ~
1 r i r ,
- J ..x _ - r
- ~ +a ~ ~ i ~ v . - ~ rel. u~ ~ ~ 1t.~ - i - J T, r~ 'ii i ~ ~ y1 s
1 r, ,1 ~ ~ 10 O _ _ ~ ~ 4 i t' r" ~ 5 ti \ ~ ~ , _ r`..
i - ~r _ ~
r ~ ' ~ ` l - ~-i ~ k c`
~ ~ L
/ ~ ~ ~ s i I rte ~ ~.y . ~ .r , , , EXCA OOD -S W~TtAND
A~ 1~ + _ ~ ' - ,
a~ v ~ - ~ ~ f.4 w - ~ ,DOGW ~ R~~E'T_.-... ~,s, . _ _ ~ct~°~~ITy ~
~ Q. - . ~ _ ~ EXCAVATED ,WETLAND SEE- DETAIL SHEET 11. - w .
~ Wr~~ - _ _ ACROSS-FROM - o - - J ~ - - - - - T _ - - . , _ , ~ PLAIN ~ BENCH ~LOOD . - - J W t t 4 y
- ~ _ ~ HiGK~QRY STREE _ _ _ w U o T 11 _ - - . `Y _ ~ _ .T , . _ _ _ _ ,i - CONSTRUCTED ON SEE..DETAIL- SHEE _ ~ ~ ,
~ . - - THE RICNT BANK... - w ~
;,5. _ , _ ~ _ f,. FROM A -MIX OF, „ ti r.- ~ - ~ ~ _ , - - . ~ ~ f 4'", ry` _ y } Fry ~ ° BBPORBYDUDIQi ~ COIVTACIONE-CAiLCBNTBR
o ~ - - - - - - - SH - OCI( AND i+. ( _ - f n.,, _ _ ~.r-i i°,~ ~ ~ vt 4~ a ,a ~ 1949 titi i _ .r
r _~r w , , ~ _ - - _ , ~ ~SOIL. _ ~ W _ ~ _ o sw ~ ~ . _ - - _ _ - _ _ r . (J.. ~ _ .,r ~ ~,r ~ , _ , _ ~ i ~ ~ _ r ! - t ~ii~
n r~=~ !~.-.r ~ ~ - I' 0' w„ f C. nip. _._./t~au~__ _ - f _ ~ - PRELIM f~ARY
i . - 1 q _ _ :;i - ~ sue. r. ~ - _ - \ ~ . ti, , : , _ ~ ~ ~ ~ ~
U _ ~ ~ ~ NOT FOR CONSTRUCTION
°A~' PROJECT:
'c PREPARED IN THE OFFICE OF: CLIENT: )N OF CARP o1 /o~~oa
3
o G N p DRAWN BY:JIK WALNUT C STREAM REST®RTI .RING ®EI ART E DESIGNED BY:
r r ~ RTL C T CAR®LINA
o TITLE: CHECKED 8Y.
c . No.: REVISION: DATE: DRAWN BY: CHECKED BY: REV
This document, togethet with the concepts and designs ppresented herein, as an instrument of service, is intended only for the s ecific ur ose and client for which It wos re ared. Reuse of and improper reliance on this document without written P.O. BOX 33068 -RALEIGH NORTH CAROLINA 27636-3068 A AND P FILE TSJ JOB NUMBER: SHEET NUMBER:
authorizationpand oda tation b Kimle -Horn andpAssociates, Inc., shall be without liebilit to Kimley-Horn and Associates, ' sEa~: 011775011 4 of 24
' I Horn and Associates Inc. Zoos y PHONE [phone] FAX [phone] Inc. Copyright KIm ey ,

- -r-....._ .T -r----1----
i i ` a I, ~ I ! i I I I I I
.n ~ i i i I I I i II ~ I ~ I
E . ! i i ~ , ~ I 'I ~ I - _ _ - _ _ _ _ - _ - _ - i I i i
I ~ ' a - _ - - - - ! - - t E -r - - - --1- ~ ~ ~ I ~ l ~ I f ~ - I
~ ~ W ~ ' W W ~ W I W i Y
m ! W ~ W W ~ Q z j ~ ~ ~ ~ ~ ! U _ ! i ~ Q E ' W z; i W z I ~ z W - I Q~ I ~O
' ~ ~ O Q > OW d- + ~ ~ i
~ I ~ Z ~ ~ ' 1 ~ I ~ f ! ~ ~ U ~ U i W ~ Q oo ~ ' U! ~ I i ~ ~ ~J I ~ f IQ ~t I o0 ~ ~ + i
~ ~ ~ I ~ W J z ~ d" ~ I ~d-~ ~ ~~O ; 1 Y~ ~ ~ Q M ~ III Wed'
i ~ ~ I ~ O~ - Y II o ~ ~ ! i I I ~ I j W.I-~Q UQ : i
o ~ I ! - - ~ - - r- o r- ~ II I -a, 436
,n SLOPE ='0.0047 ; ~ ! ! ~ ~ z ~ ~ m W o ~ I ~ ~z- ~(nW ~ ~Q I i Z f- J j I
N ' ~ _ ~ O Q ~ ! s oPE o.00~1 Q ~ , SLOPE -0;;0068 _ ~ cn m ~ W(nW ! ~
i ~ ; - I ~ _ ,i ~ ~
Q ~ ~
I I F- ! : : I : ~ ~ ~ ~ I ~ I ~I ~ ~ ~ I
! _ F.- ~ _ t.__ . ~ I ~ - . . _ _ _ - 432
z , 1, i i
~ -1 I ~ I O JI i ~ ~ ~ N j ~ O ~ I ~ I~~
O : : UI W ~ i o ~ , I I I ,I i ~
I. ~ it i i G__ _ T
Q W i ~ O ~ I J cn ; W II i i i
~ Q ~ I
I ~ U W ~ I i ! o ' ~ - Q - ~ ~ - a_. I ~ 428
J- W O W fl ~ ~ ~ Q ~ I O U ~ i ~ ~
1 ~ i > i- ~ ~ - ~ ~ ~I W - W O W (n W O I W
i z ~ ~ ~ > I- I Q ~~Z' ! W I' I I
I---- _ Uw W w~-~z ~ I I a-_ _ I - i _ _ . ~ ~ ~ ~ - - i i ~ i ! U+~
W N00 W W Yom; Q W WQ I-~-
_ J W J ~~zZ > J O WQ i ' W W ~ - W ~ ~U f- ' I I ; I ~~N
~ I f~j~' W li HQ~' Cn ' W (n ~~~z ! - ~ _ - O - ~ Z - - , C ~ I i ~ z~~ i r-----
0 I D0,-~}-d" ~NI~ ! ~Or ~ ~ O~I~! ~N O~'~ ~ I-QQ I I ! ~ ~ XQJ ~
II ~ ~ + c0 to m ~ ~ ! + II w+rj +r~ w+~i ~+N w+N rz N ~ ~ ~ ~ C~~ > ~ N i c0 U~ O~ U~~ I W(nW
' O MIL M O M ~ i i i z ~ ~ d' ~ ~i ~t- ~ d- d- i i ~ ; _ . _ _ . - _ _ I
- ~ W ~ O ~ ~ r- ~ ~ - - _ - - - I I- w o - - o _ _ Y ~ - o - Y - , II II I ~ ~ II II II U U t j ~ I r
_Q mQQ>WQ> ~ QQ> Q> QQ> Q> XI->Owl-~ OI-~ W?-~ OI-~l WI-~ Oi-~ i I i ,
W (n Z I- S (n W f-- Ul W I (n W ! ~ (n W ~ I (n W ~ (n W ~ 1
I ~ i 1 ~ ~ o
N ~ c0 ~ ~ M O ~ to O d- O O O
N N c0 N ~ M N M M M M M M M M M ~ d' d' d-
d' d' d' d. d" d' d.
30' 0 15~ 30' 60'
+00 115+00 116+00 117+00 118 119+00 ~ ~
_ - \ i. :a ,
. , - - e ~ `i' ~T~~ r~ ~ - _ ~ ti ' : Ju
~ j z ~~t f7G .'ii. 1 i l~ ~ ~ 1
t t~ ~1
f 3 { ~ . EXCAVATED !I~ I _
1, u r ~ ~ WET , I ' LAND ~ , ~ ~ AVATED ~ a+, V ~ i ~ ~''~I ~ I~ C
'~~~EXC ; ~u~ S. LAKE SiFREET ~ ~ , ~ L~ 'r` WETLAND . l :ij';, ~ r~ ti i r f i ~j~l J j
y ~ , - SEE DETAIL - 1 ~t ~ ~ . ~ POPLAR STREET x~ ~ i ~ it k ~ ~
EXCAVATED WETLAND - ~ i SHEET 11- ~ - ~t., _SEE DETAIL ~ = - ~ t
i I i. DOGWOOD STREET _ ~ SHEET 11 ~ ~ ,j - ~ ' r .i I ,i ~ ~ f
SEE DETAIL SHEET 11 _ . •i ~ , r-~ r- ~ _ . t ti l.,, r tip Sc~
_ ,
_ , ~ STOR~IWATE ~ ; ~ ti~~ d r TE . ~ r, ~ f` ;
STEP POOL / _ ~ -
EXCAVATED ~ ~ - STRUCTURE ZE i; ~~t` a~' ' ' t7t f r ~ i~,~~
- WETLAND- ~ ~ ~ ~ f. , . t ; . _
~ ~ _ _ , '-.SEE DETAIL - , ~ ~ ~ - f O l~d ~ SH~~T11. ~I ~ I, _ r` ~ ~ ~ ~ ~ f r ~
c c a ~ ~ c _I ~ ~t - c. c C ~ ~ ~
_ ;,,v,;~,~~ ~ c 1 J) d" - c~+IJ°~;1: 4 !.a~`Y B.._ B- C ;:iv, ti z~ d ~ `
~ _ / ' 7~, ~
J d. - C ~ ~ ~ ~ ~ C ~ i .f ~ rr r ~ ~ ~ cam"" a~ ~ ~ ~ 118+ ~ ~ ~ ~ ~ ~ b, _ ,a ~ f r . ~ i , 7 r ~r i ' t
Q c ~ 00 , r F- , , _ c~_ ~ v: ~ ~ rl !
r°, J ~ , C . ~5"'/; t - , ~ ~ : ~ ~ 4 ~ ~ ; , v,`, ~ r 4 f , ~ ~ r,, j
- • ~ ~ ~ - _ _ 8--'~'"'.. ~ - - 0 ~
Z _ I ~ - r~,~ ~ A ~-u ~ , J
O - _ ,r~ - - _ ~ _ v Dlr. ~ - - ~ J . i 7 ~ ~ ~ t i
c _ , ~ ~ - - r, _ , c,
r ~ ~ - - - - . • G > ~ j t,l! ' ~ - r ~ 7
i ~ ~ i_.
~ s
: - Kt~ rr' r_= tom. ~ "r ! .r 1
~ ,-y ~ y .r r; ' ~ ~ _ r _ ~ ~ ~ i _ _ ~ i ~
~ . t s . ~_,v J ti ~ ~ ~ ~ ~ ~ f
~ n ~ - . _ - Jt~ f~ f' 'ti~ _ ~ 1~r
- ^ti~-->~r ~ _ _ _ r,~ '1.?j._ s~..- ~ ~ t ~ - t • . \ ~ s: i~ It ~ ~ i ' i ° ? j~x _
r. .t- ,`~'1 t~' 2`~~n~ ~ ~ ~ ~ o ~ _ , - f- , _
/ . 1 ,t \ _ ~ V ~ i~ : r ~~'F-. ~ f ~ / ~ fr ~ ~ f 1
u.. r i' - ~ ~ r i r;~ E ~ u ~ .illc .tl4 .our. ,Ai -,dz ,+4'~ ~ il3i - - - \ . , I ~ r i
i 4 : . 'n '1 ~ 7 -
~ i t 1 ~ . ,i,- , ~ ~ ~ _ x `u, a ~ j I ~ ~ ~
.r 3~X .,i'j U oA i ~ `7~~' , J r` . ~1, ± ~ z ~ t . ~.,7 ~ ~r i '
w ti . , ~ ri ~ V ~ ~ i ~ P
_ \ ~ ~ _ t ~ ~ , OXO W I ii tl
~ ' r ~ < <J. - - ~i U _ . { <r , WET AND . ~ ; ~ k„ _ ; ' rr o, p / I t i x ~ ~ f
I f _ _ _ ~ ~ r ~ ' ~ j 'j
~~~t~_ ~ ~~,~i~. COURT - - , , ~ c ~ I ~ 3`
~ t SEE DETAIL ,~_~J, ~ - - ; m,~~~>"r,~ ~ _ i
: ~rf ~~~1EET 11 , ~ ~ o ~ ~ ~ - k f i~ ~ I ~ . I
- ~ - i ~ f ~ _ i:' ~
d if - NOT FOR CONSTRUCTION
U
°A~` PROJECT:
~ PREPARED IN THE' OFFICE OF: CLIENT:
3 NN OF CARP o~ ~o~~oa DRAWN BY:JIK AL T CREEK TREA RESTOTIO
o G N SING DEPART ENT DESIGNED BY:
r I~ B RTC CAY, RTH CAROLINA
a TITLE: CHECKED BY:
c REV. No.: RENSIDN: DATE: DRAWN BY: CHECKED BY: j TSJ
This document, together with the concepts and designs ppresented herein, as an instrument of service, is intended only for the s ecific ur ose and client for which it was re ared. Reuse of and improper reliance an this document without written P.O.80X 33068 -RALEIGH NORTH CAROLINA 27636-3068 ADP ILE JOB NUMBER: SHEET NUMBER:
P pond ado tation b Kimle -Horn andpAssociates, Inc., shall be without liabilit to Kimle -Horn and Associates, ' authorization p Y y y PHOMIE~ (919) fi77-2000 FAX [phone] sEA~: 011775011 5 of 24
Inc, Co i ht Kimle Horn and Associates, Inc., 2008 PN 9 Y-

E •Y
E

m E
a rn
M
O
O N
O
N
N U
a L
BUFFER ZONE 1 - - - - - -
BUFFER ZONE 2 •
f
I
I E
i is
f f I-- ~G
~ i i
i j ~ s,
? i
P ~ f r
r~
w\ !i
~ I ~;U ' l ~4 4 ~ I
>,.I % ~ a ~ a s i i 1
I t ;t~l , y~ i i i t~~ ~
I fl i ~ ~s ~ ~ 1;, J r~ ~ _ I ~ a ;
! i~ i i Y ~ ;i ,::r ~ - ; n ~ ~ i . t \r I ~ '41
~ _xsr~l eonM' ~ . - t '
i i / / ~ ' - - t ~ I r; ~ ~ > ~£a S i ~ r' 1 . 1, ~ it 3 J
1 ~ ~ ~ P ~ ~i _ .._M ~ ~ i i, ~ ~ ~
a ~I u..,_ - • . I ` l y 1 XI s'' ~ / ~ ~ ~ sue. ~ , f ~ I i ~ ~ ~ x ! Ka ~ t ~ t~ i L ,~l ~ J
it I ~ ( a... ,i , t i . 1 _ ~ ~ i r
. - I ~ _ _ _,=e _ , - . . l w~ /1 / ~ ~ _ ~ ~ r ~ , ~
.rx 1 i ~ ~ ~ ~
t ~ t,, • ~ ~ 0 ~ ~ ,1 ~ ~ ~ d ~ ^ rs''--~ ~
~ l~ r7` ~ ~ • 1 ~ a. ~ / i u - ; ~ rt t(,
f v y.... it
~ . 5' f is i"K[~ l _ ~I
/ , r ` . r ~ ~ , , _ E
~ ~ ~ ~l, ~ r, _ m~ i, ~ v _ , ~ ~ q ~ f . _ ~ k
~ 1, 1 ~ i,, \ r. w _ , ~ s T.._. _ ~ - ~ - ~ ~ ~ • a ~ e! t V ~ ~ ~ _ t t
. ~ . ' 1....1._ • h i~ j .z.... i. . . r ~ ~ Iv I ~ 1 a~. w.~ ~ 5 ~ ? l ~ ~ \ ~ .i r l t l I F _ - 1 ~ ~r
J{ ~ ~ ~ a., N } I ~ ~ ~ i ; ~ r ~.tir .f _ ~ K. . ~ I ( ! 11 ~ t ~ 1 1 _ 1 ~
/ I J ~ _ ~ _ 1 i i ~ , ~ { - 1 Y, ~ 1 • r r' i S
> ~i ~ • ( ~ y..._ w ~ ! / ~ _ J .w A ~ ~ ~ ~j
• S' ~ , . ~ ~.i i - _
I ~ ~ ~ I , _ _ , , ~ - _
-..~t - ~ P.. ~ - I , - ~ , ~ ~ _ i \ ~ ; ..r / ~ ~ i'~- I"^' .ate ~l
i ~ ~ - ~ : , s
. ~ ~ S. ~ f ~ -._as.- '`w
~ ~ ~ oe ~ ~ i i i ~ y A i y .r ~ S
i ~ 'r I ^-.`t`om ~ f } ( ~ i f ~ : ~ ~ j . ~ ~ .x.
\ • ` , C.e i ~ j ~
c
,e<? ^ '
j ;k 1 ~ - l t\ 1"t 1 \ 4~ I
j~ ~ 1 ~ ~ ~ ~ \ l ~ I 1 ti \ l \ iC _ ii r,i "p c
I~ - i I[ _ ~ ,L i r
~l It ~ ~ ~ i ? ~ ~
i ~ i i i 1
~ 1 tf i l i _r; ~ ti
O~ i i xti ~ _ i f
i; ~ - i ,.r._...r ~ _ ~ ~
W W ~
m ' T, _ «eu ~ 3 I
d' O i ~ t ~v
d'
O I f it i
o I ~t ~ 1
rn
3 U s / i
O t
~ 4 I
o ~ i J i i
I U i
O ' F
c !
0 80' 0 40' 80' 160'
0 0
a, f PRE~IMIf~ARY
~ ~ Y
d 4 NOT FOR CONSTRUCTION
U DATE` PROJECT:
CLIENT: ' PREPARED IN THE OFFICE OF: c o
N 0 3 WN OF CAY o~ ~o~~os DRANM BY:JIK ALT CREEK STREAM RESTORATION
E RING DEPARTMENT DESIGNED BY.
o TITLE: RTL CA ORTH CAROLINA CHECKED BY:
c REV. No.: RENSION: DAlE: DRAWN BY. CHECKED BY: g
This document, together with the concepts and designs ppresented herein, as an instrument of service, is intended only for ~ING BUFF TSJ JOB NUMBER: SHEET NUMBER;
the s ecific ur ose and client for which it was re aged. Reuse of and improper reliance on this document without wntten P.O. BOX 33068 - RALEI(~-I NORTH CAROLINA 27636-3065 P 'onpand oda tation b Kimle -Horn andPAssaciates, Inc., sholl be without liabilit to Kimley-Horn and Associates, ' authorizati p y Y PHONE [phone] FAX [phone]
Inc. Co i ht Kimle -Horn and Associates, Inc., 2008 PYr 9 Y sEa~: 011775011 6 of 24

a~
E
Y _ E
s, m
E
a rn
I
ao 0 0
N
O N
N
7
Q
LEGEND
BUFFER ZONE 1 - - - - - -
BUFFER ZONE 2 • •
i
i r
i ~
E
I i 11
i I i
i
I i _ ~
1t
~f i ~ _i~a
~~!t i I
i' t~
1 - „ 1~
r
<i
~ ~ Ij _ !j i i ~
i ~ f i
~ (I i ; , ~
~ ~i ~ .h ~ ! ~ i
j - 3 _ ~ ~ y- t _ . .~rM~~ I .::,~r. ~j ~ ~ __.N , . s' ~ ii ~ ~ n.; wr
~ ~ ~ ti I i ~ ~ ~ ~ 1 : ~ _ - ~ - , ~ a< 1 Ins;}`h I i . , v
~ ~ ~ • ~ i ;1 - 1 i r ~ ~ ~ ,lul ~ ~ ice. ` ~ i~ . h" y~ - ~ ~ ; ~ i i r ``E,1 t~ ,rlr ,'l r' ( E ~ ( ~ ~ r
i _,r , _ , .3; 1 I > . y 11 t ~xt 1 ` 4 ~ ~ i ? ~ ~I `l ~ i i! ~ ~
k f - I -'t J . ~ _ ~ - F r ~ ~ ,I~ t /f
` h t _ - t. t , ; ..~-i x / ~ ~ d 1 ~~~'f~ f ,7 i ~ - ~i . j x
n r 1: _ _c_ ~ ~,:r ~ J , _ ~ - i - r i
v A ~~Y _ t~~~
_ ~ v.. i - ~-'~s o , r • . , . ,gin / . / _ - ~ _ , v 9 \
- , ~s ~ R, e~n~, _ i -F ~ - ~ , k ~ i I~ ~'j r , ~ _ Yi'
- r 7 . ~ . ~ _ ~ _ d~ , v s tt v m { r ~ ~ \ / , f ~
~ / t fl pp e, _ its id fl 7 ~ -ti t •h•.p i o ~ ~ li fem. 2 i ~ 1 1k ~ I 5"~ J i f
- . - I , mx... ,A,• ~ . w 5= i I ( `+p nn f ~ ~ ~ ~ 1. r r ~ _a az; ~ ~ ~ ~ ~ I t { r Y
i r I f ~ y B woo+oo ~ / V'~ ~ / ~ . • ~ ~ ,III` ! I i . ' ~ . ~ l ~ C ~ \ - a .i i il, 1 f ~ 1 i ~ / ,
f i i _ j - . - ~ ~ r , . - . ,
I r o ~ < V i~ f 1 ~ i~ . ~ ~ . ~»L- -~F /i C-~-----_ C i r~ , r. • _ / C B ~
f , . - _ ' I ~ c ~ _ 6, g_~ ~ f( _ { ns+ao ti~
r , ~ • ~ _ • _
y ~ r ` / ~ - , H M , ~ C~ ~ a+,= - ~ . ,o ~ ~ - e a C , .117+00 k `L y F i 9 9 J9 ' ' f ~r i;
I e~~ f ~ ~B+oo ~n.~ 5rt~ ,1
~ A ~ i~ ~ J. ~ _ ' , .r r
, ~ ~ _ ,_.I ~ - _ _ v. ~ ~sa~, ~ ~ ~ s ~ ~ ~/j'~1~ ~ ,i ~
! , ~ , ~ _ ~ ~ r - 4~~} , i j r ~ ~ r i i e
~ t 1 A / -u t ~ ~
i _ I t' ~ _ • i . -
i _ ~ i ~ - - - ~ ~ Y ; ~
• 1 ~ . ;,~a ~ A u i ~ ~ t, ii
r I ~ ;V j ~ . ~ ~ I sI
I ~ ~ ~ _ ~ t ~ ~ii i~ - ~ ty°, i iti
~ A .j ~ ~ A. 7, v~ II (4 ,i ti _
I ~R f ~ . ~ 1
~ i i i~~~ ~~l ~ ~fi iii yY ` r, ~ ~~T1:,~ ~ ~~i fi
f; i ,I ' I
I { O+ ~ 1{ ~ i i ~ ~ ,
V f
W
r r E ~
m I
d' } I i i f
j ~ j
d• ( I
0 I k i
i
I
~ J ~ i I
U ~ O ` E
c
o i 0 S0~ 0 40' 80' 160' i i i i _I
o ~ ® PRELIMINARY
~ ~ ~ I
a~
a~ U NOT FOR CONSTRUCTION
~ PREPARED IN THE OFFICE OF: CLIENT: °ATEt PROJECT:
® WN 0 )WN OF CY o1 ~o7~os
DRAWN BY:J'K WAL UT CREEK TREA RESTRTI®
GI :RING DEPART ENT DESIGNED BY:
RTL A Y, RTH CAR®LI
o TITLE: CHECKED BY:
c REV. No.. REVISION: DATE: DRAWN BY: CHECKED BY: „ ~
This document, together with the concepts and designs ppresented herein, as an instrument of service, is intended only for ~ the s ecific ur ose and client for which it was re ared. Reuse of and improper reliance on this document without written P.O. BOX 33068 -RALEIGH NORTH CAROLINA 27636-3068 P pond ado tation b Kimle -Horn andpAssociates, Inc., shall be without liabilit to Kimle Horn and Associates, ' BU TSJ JOB NUMBER: SHEET NUMBER:
authorization p Y Y ~ PHONE [phone] FAX [phone] sEA~: 011775011 7 of 24
- Inc. Co i ht Kimle -Horn and Associates, Inc., 2008 PYr9 Y

v
a E
Y AV I

/f\ i % m
, \ N ~F
a ~ \ ~ At, r~ ~ ~ ~ CARMEN J ~ ANN h~ DElONNO DB8065 PG1320
BM1972 PG137
I ~ PP ~ I A P REfD{~0089677 PIN#0764-20-81-5995
O i 129 RAINB01>t~ CT
N I
o ~ ~
" ~ i i N I ~ I II \
rn I N/t ~ A
Q ~ LUCAS-BP,ILEY PROPE:I't~ES ~ cO ~ ~ I DB3284 PG865
i BM1972 PG137 1 ~ I ~ Pd~F / REID~G089680 ~ ; _
~ BETTY J HOLLY PIIv~0764-20-81-489 I I NSF
D 1~ P 1'1 ~ 128 RAINBOW CT ~ I E~DIE N B~TANCOURT ~ o B1 483 G ~ 9 BM1972 PG137 ~ ~ I DB984"9 PG2421 \ RT \
~ ' ~I ~ ii1972 PG137 REID$~OO81814 i 1 !II ~
~ ~ PIf~1~0764-2.0-81-3947 ~ ~ i ~ ~ ~ REI0~O083U~ 5~~` 1 ~4 RAINBOW CT ~ ~ i ~ 'I' ' - - PIIV#0764-20-181-5920 ~ 320 ~
~ t ~ - I I ~ 133 R6t~1BOW CT / / ~ RIM=44$.66'
~ cn 9~ati / . ; 1 i ~ r ~ ~ i ~ 1 ~ \ INV IN=442.46'
GUM ~ ~ \ ~ 1, ~ ~ ~50--_ ~ 32„ \ IP1V OUT=442.36' BENCH=443.2'
28" ~ / ~ \J I I ~ ~ x I ~ OAKI l . - . ~ ~~,2~„ ~ I x P NE
A a. ~ o ~ A G~1~ _ I
i ELM ~ ' \ . / ( ( l~ ~r: ~ _ ~ - - - - 25>~ ~ I / \ N/F ~ I I ~ 1 PINE ~ 25"
I C ~ _ ~ ~ NAOMI J QERNHEIM , ~ g~~ ~ ~ d ~ J ~ x ~ RI 451.24 ~ ~ 1 - - ! _ -z -8 ~ » / ~~W I I d 1 PINE \
~ I I ~I wvIN=44a.~' RINr~45t.94 DB211G Pc4os X - _-ter,,,, ~ 15 !I ' i t , ~ INV our=44o.7~ INV IN=445.a ' REID#0064727 ~ ' \ s~~ ~ ~ ~ ~ ~ ~
~ ~I I. II wv our-44.5' - ~ a~ _ ~u~a ; II I / I x _ -arr~---- - _ I BENCH=4422' 4 PiN~O764 ~0 8 i 2809 I ~,~.~18 ~ i ~ i ~ _ _ - - ~ - ~ - -~Sk+E~ - ~ ~ ~ '
RIM=454.09' ~ ~ ~ BENCH=445,8 , 105 CLAY ST ~ i ~ HARDWOOD ~ ~ ~ ~ ~ -OV+E - - ~ - - ~ _ _ SS-'~~ - ~ / ~ _ ~ ~ . - --ESA INV IN-445.64' ~ RIM~45.,.~2 v V-4 X~ ~ .r-_. _ _ _ - ~ ~ f ~ ~ ~ ~ REMOVE EXISTING ~-_ss-~~----ss II~
INV OUT-445.3~' ~ /1 / i ~ ~ ^r^ r IN O~1T 450,22 ~ 3g" _ .Y~_.-J ~~--X-°_ ~~-X ~ ~ 12" METAL PIPE
BENCH=446.4' ~ ~ Y29 ~ ~ ---x ~ x . X x - ~ 8 1 y - SS- _ _ = -~6HE ~ _ - - - - ~ i ~ . - _ _ ~c=~ y'-~~`~J ~ TWINS - _ - ss--~~" j Pa _ 1.._ - - - - I 1.8 - \ f 25' Qi ~ ~ ~ PINE _ ~ -
N j~' Dl ~ Ss~'~ - - - ~ ~Clli~- - - - ~ _ =,a= $ c;_ - V GUiv1 ~ ~ ~ - \ \ ~ -r RC ~ s- 11' _ - ss- ~ - _-QH;;- ' 'Yti'~y, p (YYYYY,~V'`L~'-hH'l~ - - - s~ ~~c-~ s ss- ~ nCP \ ~ ~ ~ ~~I \
I ~ S - t~ 29r = s-s = - - , rt ~ ~ ~ ~ - - - ss - _ . SS- - r
24 KC - ss _ - ~ ~ - ~ ill ~ ~-~'ss=- / _ ~PiNE ~ v`, ~ ~ I ~ RIM= 8.
- - aS - _ - 1$,r~ ~ EIM=450.71' i i' V / _ ~a 24" RCP --S ~ ~ - _ 1 - ~ePLRR Rlr~e=45i.7`' - ~ ~~2z~~ Irly ~rv~N)=4~4~61, ~ / ~ ~~A v ~ , - ~Q~ wv IN(Nw}~
\ ~ ifs'=a~ ~ PINtiNV IN~W 439.4i' A ~V~ X ~S'~' PP ~ 111 ~ ~ / Ir;~~ .u, v~ ,,9.eT ~ / ~ . , ~ ~ ? I ~ , _.-------t- Y - ~ ~ I~~V N~~~- DEMOLITION LEGEND: ~ ~ INV OUT=~
: \ 4S ~ II~IV I;J`S =441.u2 ~ ,I;Nv~. Qkf`f-45d.~, ~ ~a~i l ELM_ - ~ ~ 28 ~ 0 iNV OUT=439.87 I A~'y ~H-440.9' , , ~ ~ ; ~ yam'
~ ~ ELM ~ ~ _ / ~ 22" v~ ~ I r ~ ~ BENCH 442.4 25" ~ \ ~ / 1 g" RIM 4s4,o4' ~ ~ , ~ ~ ~ ~ ~ - 13 TREE TO BE REMOVED ~ 13 ~ / ~ ~ (~1E 9~ ~
~ ~ / - 23' 18" NINE INVIN s =442.34' ro ~ -II,V~/=~14~~~t~==~ 2`~ ~ ~~v ~ / \ ~~1 r BEECH GUM ~ ~ i - ~ 0 vRK GUM _ OAI cH cuM oAK 30° ~ ~ 15' INV-4` PAVEMENT/CONCRETE
INV IN(w)=44i.44'~ ~ ~p•-'~ i ; ~ } ~ PINE ~ r~/ ~ INV OUT=441, ~ - ~ _ '-9t~~- _ _ ( ~ i 18 r I INY 4~: - _ - ~ ' ~ Q ~tLa GUM ~ T ~ OAK 1 APE _
BENCH=443,8' ~ i 1' a ~ I ~ ~ 1f / -450 . 22_" ~ I ~l /li \ 1s ~ ~ ~ TO BE REMOVED
INV=447.so' I ~ -446.62' , , _ ~ Q~ NaRDwc~oD 20' ~ I ~ \ ~ ~K ~ ~ i II ~ 1 ~ 40" N
n `v - - - ~ a \V I ~ 20" I OAK ~ Il' r \
~ J ~ v % , ' vv v\ . oAK ~ 1 INV-447,51 ~ ~ tg 1a A~~ I I ~ ~ l i l,,! ~ \ _ ~
~ v oAK ~ HARD o ~ ~ ~ ri ~ ~ ~ ~ r /~l , v _ I , ~ v~ ~ -TI- ;i
_ ~ ~ 1 ~ ~ I ~ ~ i ~ ~ i ,i r \ ~ ~ 6' RIM-454.93' S S~ ~ 1 1 8 ~6„ ~ _ E 1 ( ELM / / ~ ( MAPLE GUM / \ ELMS \ ~ ,Qp N
INV IN=443.68 \ H ~ WCaD 9 . ~ ~ I ~ ~ I ~ 31" ~ Q ~ f'WIN I LM ~ ~ ~
INV OUT-443,58' ~ ~ \ 24'~ ~ ~ I ~ ~ ~ ~ ~ \ ~ / BENCH=444.4' rn ~ ~ V ,A ~Q ~ _ - ~ I ' ~ \ OAK I ~~~S ° W
1 ~ S UM/I// - - ~ ~ I tel. t i i / 0' ~ ~ o ~ ~ ~ AV `2002+0 ~ ;i ~ ~ ~ \ I ~ 1 \ ~ / ~ ~ ~ ~ ~ - i ~,,I,
~ I A \ INV=449.52' _ ~ \ I '~l ~ 20° ~ 3c ~ - 1 N v~~ ,-r - - ~ I 1, , ~ ~ r oa 30" ~ OAK 27" ~ Z
\ \ vv~ ~ A / ~;1.~ , 1,~ i ELM ~Q i ~ ~ 17° ~ ~ f - iii 1 A z ~ as OAK 20=° J
~ ~ ~ \ ~ ~`7 ~ ~ / 11~ ,BEECH ~ ~ t ~1 / ~ / ~ ~ 1 ~ 18" ti 8" ~ / V ~ A ~ ~ ~ ' ` OAK U a
~ ~ ~ GUM ~ ~ 30" ELM _ ( ~ / ~ \ Q GUM ~ ~ ; A ~ ~ UM 20%~ ~-~A 1` VA\ 30" ~ 22° Q
1 ~ ~ ~ l~ Al ~ , A~\, A ~ A A ~ ~ . , OAK ~ ` ~ ~ ~
o A I ~ ~ ~ ~ ~ 4-- I~~) ~ ~ ~ I ~ I, ~Liu~- t MAPLE ~Q~28° a ~ 8"
1 ~ ~ '/INV=448:,57 ~ i~ ~ 'Jr, ~ ~ AK ~ ~
~ A ~ / ~ ~ \ ; . ' ELM 7 v~~~~~ ll, 25" ~ / - - _ Q III r ~ ~i i! ~ o + / , \ - ~ ~ f / ELM ~ 20 ~ ~ MAPLE \
-452- - - ~ \ ` iii i/ ELM - - ~ /
~ w \ /~i l 18~.
23° 28'~ ' ~ i ~ ~ ~ C-~AK
~ ~ - \ \ ~ - i - ~ ELM .LM ~
J ~ ~ SUM ~f / =-a~x ' ~r~ l~^~ _ ~G~14- _ _
U \ n~'~ ~ ~ ~ ~ ~ ECM , JAK - _ - v K--~
~ POPLAR \ 1,(~ / ~ _ A _ _ _ - ~ A \ ~I ~ - - ~ _ ,2~ ~ A ~ ~ - ~ v v ~ V \ dV 1A I~ ~ 15. X24" . - - OAKS v ~
v ~ p1 ~ rf tt~ - ~ ~ / ~ ~ i
GUM \ ~ \ v TWIN ~ i ~ ~ , _ -
~"'z;i ~ 1 \ f OAK i ctid _ ~ ~ -5 1 ~ 38° a- -SyVIIJ ~ ~ ~ i ~
~ A ~UM ~ ~I~ ~ ( 1 1~ i ~ IR;P ~ OAK`'' oA~^ ~ ~ ~ ~ i i / i ~
FOREST PARK APARTMENTS ~ ~ ~ i ~ - ~ ~ ~ A RIM-+ <.o~ r TIN ~ ~ ~ ~ rn DB47.O9 PG851 AI v 1N~443.7 ' ~ ~ ~ ~ - - ~ ~
v REID 0069584 1, d; Itw ou1~443. o' \ r ~ ~ i ~ ~ ~ ~
z ~ PIN~O764-20-81-2007 ~ ~ BE1~icH=4 4.2 \o~, ~ ~ ~ / ~ ~ _1~-- ~ \ ~ ~ ~ ~ ~ ~ 1 ~ ~ / ~
~ 515 E PARK ST 18V A A 2~~ 1 { 22" W ~ / ~~ELivl ~ ~ e' o_ ~ ~ i'INE ~ \ 1a M ~ ~14viN G° n - A v v ~ ~C~~M\~11 I \ ~ _ ~
O A ~ i ~ E t ~ ~Q~ - I ~ ~ ~a~~ Il ~ A\( ~ ~ v 20
o ~ h,rt„, cLpl \ ~ ~ OAI< ~ ~ I I
i ~ \ \~1
O ' cS ~ ~ ~ ~ \ ~ ~ ~ i
I n
N } RIM=~r:,4.47' I 0 j YI INti IN=444.97 ~ MANN N /F ~
O~ iP!V CUT-444.87 ~ N~~ 3 ~ ~ BENCH=445.8' CHRISTOP~~;ER S & MARiF A CNARETTE ~ MANN & MANN PROPERTIES LLC E ~ DB10103 PG806
/ I ~ 089014 PG99O BM1973 PG322 ~lo~ Musr
N~F ~ N/r BMi973 PG322 ,°o ~ KENT BRASINELL ~ ERIK C & KiNBERLY S MUORE LOT 45 LOT 44 ~~~TIIITYp~ REID~0086560 ~o o o
I I o DI312350 PG1427 U69i32 PG2359 ' REID~OO86561 i PIN~0764-20-81-5510 y~
o I BM1973 PG322 ©M1973 PG322 P N'O764-20-81-5438 I % LOT 47 ~ LOT 4n i fi03 tNEBSTER ST ~ ~ y m ~ n ti
v ~U, L y~ ~ ~ 6u, 4lEBSTER ST p I REID~O086563 :n REIDnOO^o5o2 ~ 1 ~ 1
FIN~O764-20-81-3467 ~l P?N~0764-20-8i-4447 ~ 515 WEBSTER ST 517 WEBSiER ST Bffi{DRBYOUDItiI C~ 1-800-632 494`
c ~ ~ ~ o ~ ~ ~ ~
o ~ I L I 30' 0 15' 30' 60'
Q N
d ~ PREP MINARY
Y d NOT FOR CONSTRUCTION
L U
'c PREPARED IN THE OFFICE OF: CLIENT: Day' PROJECT:
3 VN ®F CARP o1 /o7~os
DRAWN BY:J'K WALNUT TA ETORATIO
EE iIN DEPART ENT DESIGNED BY:
r A RTL CA T CAR®LINA
o TITLE: c REV. No.: REVISIGN; DATE: DRAWN BY: CHECKED BY:
_ ~ .This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for LiTi® CHECKED BTSJ
~ the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written P.O. EOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068
authorization and ada tation b Kimle Horn and Associates, Inc., shall be without liability to Kimley-Horn and Associates,. • t Kimle Horn andy Associa es Inc. 2ooe PHONE [phone] FAX [phone] _ Inc. Copyrigh y- , OV PLAN JOB NUMBER; SHEET NUMBER; sEAL: 01.1775011 8 of 24

E
` E
s, m ~ ~ ~
o. ~ N~ ~Q~
Of i' r~
I PP ,-i - -oi~ - - - -o~,B----~~ N ~F C WESTBROOK l_LC
p -o------ ` ~ r 0 DB7134 PG501
o ( N ~ -'---0-- WCSUVAIiV MOBILE MOME PARK REID~0224524
i / \ ~ / PIN #0764-20--92-3119
O r / N PP ~ / 607 CEDAR ST
c~ / ~ N % 7
a
I PP.
i ~ rv o ~ / ~ i
~ A / ~ / \ PP
r~ ~ ~ ~ ~
i~I ~ ~ i ~ 0
~ / r hIM=445.62' ~ ~ /9 / ~ i ' / ~ ~ -=0- \ / / INV INv6 ~ 4~.2~'-_. - a ~ \ ~ / j ~ r.-QNU"~
> - ~ --.INV Ita~S}=442.32' , - 29 ~ i ~ ~ ~ \ ~ , ~N~~~ _g'vti- - ~
i _ a INV IN(N)=442.42' \ OA,K 18~ PF _r_--, -,.--6v ~ ~ _ ' / INV OUT=441.82' / \ ` POPLAR ~ ~ / 36" ` ~ ~ ~ 20"
a 18" BENCH=442.2' c e r ~ a \ \ ~ GUM l - _ _ ° o ~ I oAK ~
I GUM / ~ >a~ 4AS ~ `0 r r ~ ~
) ~ - 4 ~ ss~ ~ 9N h ~ ~ -,S;(GAP~ ORE sa \ /
18'~ / ro t I 0 ~-5 ~ ~ PINE ~ ~
OAK io- ~
~ ~s 24" o~ / r wv IN= ° . s' _ 26"~° ~cn. RiM-. 'c n e I`, ~ ~ ~ / ~ v A 4 ! 442.87>ai / - ~ i
-45.30' / / IPJ / 43 .8 OAK ENV IN'6",=~-"+3'32' ' Nr ^3`.3' - i ~ - - - ~ - / 0~ ~ 4^ INV I'%4"t=439.u2' ! ~ 'i(J ' 4~'.8 \ ~ ~
7,. I o~ Qk, ~ r~ / /
i SS ~ 1 ~ INV ~ =4z ~ r, ~ \ i / ~ 21,E ~ 37° 20" _ r G , I ~uT . ' a~OAK `s~ ~ ore ~ i NOTES:
OAK ^ a \ BEw~H o / BEEC r/ - tSk \ ~ 18" ~ s _ _ ~ ? % v,- ~ _ ~ 2~ - ~ 1. TRAILERS TO BE RELOCATED BEFORE
' - aG ~ ocr i a}30 ~ ~ ~ Ivi~APLE ~ DEMOLITION COMMENCES.
~/rte ~ - ~ ~ A -GSM ~ t \ a r ~h _ -0'~Tv(=~43 7~ ~ r - 22" OAK I / / ~ ~ ~=~43.7~ 9 ~ OAK ~ ~ ~ ~ i /
~j / L M` \ \ \ ~ SSA BIRCH ~ ~GUPvI a~ ~ p! _ C -C t ' INV W(6"N)-4~ b~. \ VA \ ~ < S 6'~ / /Q . _ _ _ - ~ , / INV IN(6"NE)-43 INV IN(6"N)=4~. 8'/ - / 18'~ ~ / / INVIN(6"N~~=439~a' ~ ~ E~. MAP~E ' ~ 2. OVERHEAD UTILITIES TO BE REMOVED
D; ~ ~ , ~ • ~ } - I / INV IN 24" -435 INV Ir~(z4")=4a5.oa' ! r~ / tC~~PLE/
/ / ~ ~°a~ V ' o cr t I ss~ ~ v ~ INV OUT-434.98' INVOUr=43a.9s' ~ til OR RELOCATED AS NEEDED. ~
A / ~ - / ~ / ~ ~ ~ o OAK,. ~ OAK a ~l I 24" \ ~ {a~L2~~ / i i ' ~~"`f5 i . oAK ~ ~ 3. REMOVE ROADS WITHIN THE TRAILER
a `~rl„ r ~ d ~ ~ ~ ~ GUM - GUM 22'~
~ a ~ 14" 19" ~ ~ ~ ~ I SYCAMORE PF~i, ~ ~ !v1AFLE \ ~ \ \ ~ ~ ~ l r"~ / - ~"i 34 OAK VA\ ~ ~ , / / ~ n e Q ~ ~ ~ ~ PARK AS NEEDED TO CONSTRUCT a ' ~ ~ STREAM AND WELTANDS.
~'a ELM ~ \ ~ V ~ ~ ~ ~ i `v / 0 ~ , \ \ i I a
\ ~ ~ ~ 23" ~ ~ \ r ~ sue" - o ~ 20 ~ ~ ~A\V A'~ ~ t V 9' ~ ~ ° ~
OAK .~p~ I OPLAR \ w 18" _0 / ~ / , ~ > 'o 1 ~ ~ vy ~ I GUM ~ GL~ ~ v / / ocr s
i ~ S 18 ~ 1 / ~ ~ ~ \ \ ~ ~ 20" c c t \ i ~ .
MAPLE ~ ~ / \ \ ELM (I~YYI'1^ ~ GUM ~
=6 - \ MAFIA ~ ~ 15" \ 1 ~ ~r ~ , - ~ ~ ~ \ Cp
i, ~ ~ \ _ ,~2° / - sg ~ ~ f~
\ \ ~ a 20 (`442- ~ \ ~ ~ 1 ~ ~ K l a 1 v l t 11 ~ ~ ._S/ ~ /
~ o~_
N _ \ MAPLE \ IRC , I ~ ~,r - 21° I? ~ cn e
GUMS ~~21 / I E(_M ~ _ ' ~
~4~ ~ , - --w---~\~ ~ GUM ~ j ~
~ ~ MAPLE
Q r.- . - f ~ ~ ~ ~El-M Livl ~ V ~ ~ A\ - - v \ r ~ ~ ~ ~ ~ \ ~ ~ 7 1 ~ ~ V\ ~ A ~ ~ ~ ~ / ` -1 ~ ~ ~ ~ ~-9ti~- \ ~ I ~ ~ ~A . „fir .,,4K \ \ ~ ~ ~ ! i ~
- ~ ~ ~ ~ - \ \ a ~ ~ \ \ ~ _ i \ - ELM \ % ~ ~ i 19~,~ ~ / ~
~ r - ~ - - ~ ~ ~ ~ v ~ - ~ \ v v A' ~ _ _ 35~ V f A t.Lav1 z,~'UOAI<, v~ ~4 plh 'Y~~ -~ll~ / , \~40 PINE ~ ,
Z / - - ~ ~ ~ ' ~ \ \ ~ ~ \ ~ ~ 'M, ALE 'OAK \ \ ~ \ \ ~ ~ \ 0 J ~ . \ 'c~AK ~ , ~ ~ 4S~ \ \ \ a ~ ~ ``ELM . , - \ t;4,> n ~ ~ p ~ ~
I ~ ' ~ „ ~ - - - -a 460. _ ~ ~'4" ~~5' v v ~ A - - ~ ~S v ~ v d~ V OAPC ~ i ;,\,-~,-~1~ ~ DEMOLITION LEGEND:
U 1$~ a \ \ NTAJ~E`'~ '..~9X~F"E~ ~ ~ ~ 28"`~ \ \ ~ +°j"~ ~4~ i H MAPLE ~ y v ~ ~ ~ ~ v v A ~3~ 2- V ~ ~ ~ ~ _
~ OAK - - _ - - ~ \ ~ a ~ ~ ~ ~ ~ ~ \ --\~s AK ~26~ \ I ~ \ I \ Q ' ~ ~ - \ ~ ~ ~ ~ ` ~ ~ ~ y~V~.~~ ~ ~ GAK \ \ OAt(\ OAK ~ / ~ f; %1 ~ ~ ~ 20» N TREE TO BE REMOVED
L - .
~ ~ ~ - q 22~ ~ ~ ~ ` ~ ` ~0" \ „v o~iK \ v MkL'LE ~ ~ A A , . ~ i~i_Ar'i~F ~ ~ AA I '`~t~_~'~„~~ v~ ~ v v ' \~JRLAR v Y~t,"L v 4S0 ~ ` V ~ A v ~ _ ~ , ~ ~ \VA \ v ~ .r. " ~ ~ 6`<~b- ~j 7(?NIN dr° CO~Y ; S ~ ~ ~ ,
~E~ UB278s Pc'SSO ~ ~ ` ~ ~ ~ ~ PAVEMENT~CONCRETE = i ~ eM1s~2 c21~ TO BE REMOVED
15 ~ p~ ~,~EMENT ,~REE~'WA.Y
--Cb'~' ~dEECH ~ MAPLE R~IG~{0086761 - ~ ~ ~ j~ ~ PIN~O'764-2091-i534 ~ _
~ ~ ~ ~ \ ~ _ ~ 1i~E ~ V ~ y ~ v ~ _ ~ ~ - SE MAYN,ARD ROAD ~
~ ~ _i` h
~ . ~ ~ 1 ~ \ \ - ~ ~ v v ~ v v - _ ~ PINE ~ v ~ ~ -
I \ \ ~AK V `V _ `ju~~ ~ \ fir; ~ L4 . \ ~ ~ 'INS' ~4xs~ ~ ~ \ ~
N~~~ ~ I v V~~ - a , ~ v'7- l _ ~ ~ ` ` ~ ~ ` 1
ROBIN L BANKER & ROY W PINE ! t ~ - ~ ~ ~2 ~ ~ 1~" _ -~a~r- - ° a rn DB10110 P ~ \ ~ ~,.+A~'E~ / \ ~^z•,~. ~ ,y ` A ~ tt ~2' ~ \ \ ~ \ ~'"2
3 C 1291 1 I ~v \ ~ ~ ~ ~ a . v BM1973 PG322 ~ ~ ~ __7~ ~ 'a~ / r ~ - ~ ~
Z T r~ ~ ~ ~ / / ~ OAK. ITj" ~ ~ , J _ LO 43 NSF ; ~ ~ ~ r / ~ \ - ~ ` -BE~Gkh ` ~ ~ RLID~0086559 HLAN DEOLLOQUI ~ ~ ~ r ~ -Y1kPL€~ Rsa ~ ~ ~ ~ ~rAP~ ~ ~
PIN 0764-20-8i-7500 ~ r ~ ~ ~ . ~ Z # DB9493 PG2235 11 ~ ~ _ ~ ~ ~1~'~
p 605 WEBSTER ST - ~ ~ ~ a5 ~ ~ ~ ~ , ~ BM19/3 PG322 ~ ~ ~ ~ y~-- ' ~ >,LM
o LO~f 42 I NSF ~ ~ ~ ~ ~ ~ REID~0086558 - ~ ~ \ ~
g VINCtNT H & ANNE A rErFR~N o ~ PIN~0764-20-81-8409 DB3591 PG450 i~ ~ ~ ~ ` ` \~SS ~ ~ ~ X19 - \ ~ \ ,.~a~'0 ire , ~ ~ ~ ~ ~ ~ ''rye
~ 607WEBSTER ST BM1973 PG322 ~ + ~ ~ ~
o ~ LOT 41 ~ ~ ~ ~ i v ~ REID~0086557 ' - NEE ~ ~ A ~
~ PIN~0764-20-81-8497 t h11R>adA,S PURMUL ~
~ 609 WEBSTER ST 1 DB8584 PG1419 % ~ o ~ BM1973 PG322 ~ V ~ ~ hF3 ~~s ~ ~
j ~ ~ LOT 40 I N/F
rn 1 REiD~0086556 ARLYN L & ESTHER M KINSEY r` v f PIN#0764-2C-81-9485 ~ GB369'2 PG171 ~ ~ 1~~~
I t 611 '~NEBSTER ST BM1973 PG322 ~ ~ Musr ~y~~J~'~~'S IL ITY pR~~
~ ~ LOT 39 I ~ REID~'C086555 ~ o Fns
0 o PIN{~0764-20-9i-0463 / ~ .o
j ~ ~ 613 WEBSTER ST ~ DEBORAH NEEDHAM KEY ~ ~ OB5011 PG55 ~EDHAM KEY ~ ~i ym 1 PC55 ~ ~
~ ~ ~ BM1973 PG322 I PG322 - 3b
I LOT 3b c ~ I RElD~0G86554 C86554
o ~ PIN0764-20-91-1452 >0-91-1452 ~ i-806.63y{ggy~~
~ 615 WEBSTER ST a 0 iSTER ST ~
N ~ 1 N
Y 3°' ,5' 30' 60' PRELIM f~ARY
N m
U NOT FOR CONSTRUCTION
~ PREPARED IN THE OFFICE Of: CLIENT: DA1Ei PROJECT:
3 FC J OF .CARY o1~o7~oa
0 DRAWN eY:JIK WALNUT CREEK T RESTORATION
E IIN DEPART ENT DESIGNED BY:
RTL CARY, T ROLINA
i 11T~E: c REV. No.: REVISION: DATE: DRAWN BY: CHECKED 8Y:
a ~ This document, to ether with the concepts and designs presented herein; as an instrument of service, is intended onl for I LITI A CHECKED BY: TSJ
~ the s ecific ur ose and client for which it was prepared. Reuse of and impro er reliance on this document without written ,Q - - P, P P p P .BOX 33068 RALEICC~i, NORTH CAROLINA 27636 3068 euthorizatlon and ado tation by Kimle -Horn and Associates, Inc., shall be without liabilit to Kimle -Horn and Associates,
Inc. Co i ht Kimle Norn and Associotes, Inc., 2008 Y Y PH®NE~ [phone] FAX [phone] PW 9 Y OV PLAN J08 NUMBER: SHEET NUMBER: SEAL: 011775011 g ~ Q4

r I i~
'447 ~ I {II i" / i I I it it
/ ~ III 1 I i~
I / ~ I' I I\ Y ~ I ,I , ~ r / - ' ~ ~ I ~ I I 1 iii
- / ~ ~ II / 4 it 1 III
I III ~ m ~ ~ I, I I I ~i I ~ ,
~ i I ' /
I I ~ ~ i M ~ t - ~ ' j
I
/ ~ I \ IV
o r . <~II\\ N
c t`, PP ~ ~ _ ~ _<< I~" / ~
/ \ N ® HicroRY / / ~ ~ ~ ~ RI~4=448J4'
~ I I ~ ~ 3 ~ ~ ~ INV OU i=441
- ~ I it Q I 1 ~ ICI I`I 111 ' I ~
/ ~
i ~ - - _ ~ ~ I ~
/ - s~=~~" !v
/ / ~ I / ~ ~I ~ \ ~ ~
/ ~ ~ n r e. ~ I~ 11
/ ~ ~ ~ I ~ ~ w~_
/ 1 ~ o I I I I o r' „ / r . , i 22i _L,u ~ I I ( I
I ~ \ ~
t ~Q PpNE ~ = ~ I I ~ I t c c ~ / I I ~0„ / o / ~ 1 1 ~ 111 y ~ ~ ( l /
I ~d ~ ~E / e ~~v / ~ I I Y I I ~ ~~0 /
Iv 26°r ~ - / / / / ' I 1 II ~ ~ ~ ~
~ K / i / / ~ o~~ / _ - - ' I I 1 I I 1 I I ~ / ~ )1 ~
/ ~ / ~a r e I / ~ ~r~ I i'" I 1 V - ~ I ~ 1 / ~I ~t~~1 ~~I I t i ; ~ ~
~n 20' o / \ I ~ _5" / / n ~ / ~ I I ~ ? / OAK ~ ~
PINE o --p / ~ ~ I I ~ ~ / ~ / - 11 I i
11 ~
a~ c c t ~l 6 ,=r ` . .--P c p e moo. _ ~ o / ~ o I ' 1 I ~ CEP ~ -a- ~ ~ _
I - ~ ~ BIRCH % I I I I ~ ~T ~tit~- ~
d~L2° ~ ~ ~r / ~ 1N ~ ~ ~ I I ~ ~ ~ CREPE ~ ~ ~
~ ~ PCPLAR 20" r - I ~ I ~ II I - - ~ 1 / I i NiAPI = % GUM V I ~~I I ~ ~ ~ P~YRTL ~
~ / ~ ,I ~ \ ~ I ~ ~ M=~~7:~ - - UGE
c UM \ ~ ~1 / Q ~ ~ 45" o \ ~ ~ \
~ ~ A \ 2 ,c e ~ ~ ~ ~ / OA!C I ~ ~ ~ ~ ~ ~ , INV 0U7=429.36'
\ OAK ~ ; ~ , a~ ~ / tyh PLE ~ ~ ~a I ~ I ~ I ~ ~ BENCH=430,4' ~ ~ ~I
~ ~ ~ , I I ! ~ I I ~ s \ J \ 1 '
~ '~erRC~ ~ I~
PINE ~ ~lg a I\ ~ r r , I I 1 1 f ~ GIJM % BIRCH ~ / I ~ S I
~ A ~ ~ \ .~.zs,,~,: ~ +li I I ( Q(' z ~ ~ _ ~ 4~ ~ ~ ~ ~ ~
2 / j I r _ ~I J GUM l i s5 W~\ ~ ~ViAPLE ~s~~ I ~1~1~.~ ~ ~ ,~l ~~l
~ ~ 1 ~ r ~ I e 1,11
cuM ~ I~ I ~ / - ~ ' \ -~~~~~1 I LSE ~ ~ ~ 1 ~
i r 1 _I _ ~ - e J _ I~ 1 / ~ ~ 1'
~ - ~ -off. I ss , s- , l I
~ E ~o C,~+ JO Ir ,S/ 1 ~ ~ ~ ~ ~ ~~I%~ ~ RIM=~.G7' ~ ~ Pa
OAK / i 1 ~ ~ 1 / I NV=434. , , , iNV our=~~3.a~' , ~ ~ l I ~ ~ INV=i434.~,7~~'~~ ~ ~ /r ~ 1 ~
~ 2 l t r® I I Y i d 2 r - ~ / ~ ~1 l / ® ~ , s,r x ~ t I ~~1~~~~~11 ~~lll
~ RIM=4x8.75 ~ GUM / ~ ~ / ~ r , _ ~ ~ ~ n. INV IN(6°S'N')=4315.45' `5 / / r y-, ^~i ~ r , ~ IW 1~1 ~ ~ ~ ~ I l~~ 1 ~1 ~i~
Q IN~I IN(S)=4332" ~ / % RI~~I=43 r.2 I I / INV IN(6"NE)=4y~5.65% ~ INV IN=4~ .4' I PP• 19 I~
INV IN`24" =433.1 55'~ 1 T= `34.OG' ~ ~YCAMCPE ~ ) / INV OU ~ j tca~ oRE ~~I ~ ~ . ~ 7-~~~t ~1~ ` ~ DEMOLITION LEGEND:
Q I UT=431.5 ' - i =4~ ~ / - / BE~CH ,l ~ ~ 22"/ /BENC =43a.~' r 28" ~ (
UJ ® A / ~ / ~ / I \ IRCH , ~K / V ~ ! S ~ ~ i I ~ ~ ~ ~ ~ _ ~ ~'~~~~~,~j~f~ ~ ~ i TREE TO BE REMOVED
~ ~ ~ ~ ~ a I / ~ ~ 23" ~ / ~ ^ ~ Yom',- i ~ ~
~ 1~ 1 POPLAR ~ I ~-f~°_~ f . ~ ~l 55 / I v ~ 1 ~ ~ ' ;~l°~i~%-" - -ter 1`Y'(Y~`~'~+~ / ~ ' i``~~'/~I ill 1 1 / ~ ~~~T--_ ~~I~ Il~~~f ~ ~ PAVEMENT~CONCRETE
ill / ~ Ali ~ TO BE REMOVED ~ ~ r
C - - ELM
- - ~ _ _ 0 ~OZ -,1 I 1 V~ . g
X24 eiRCH s~~~ i~'~~ ~i i
40" ~ J / ^li ~'i i f ~ - , _ _ - = - _ - L5"-~ UAK _ ,~,~{"rY"'~ \MAW.E \ ~AWE~ 13~.., ~ , . i ~'~4
C ,3 ^!i --i _ ~ - - = f.,nn _.IVi csP~ - - - J22. 22d' \ \ - EL / ~ Y., ij ~ - _ _ ~ - ~ ~ ~ ;'~'~'h 19' _ ,MAPLE \ A ~ A ~ BIR, \ \ ~ ~
GUM - ~r"~-=%`' LLMw l~/-%• r~ =2~=--0~ ~_~_=~-s
v_~.___--,, 1~~~~~il I~1(~ ~V
~ 24 / ~ i'",.. _ 18" I ~dtM `k r'/' - -r ~ - 22- ~ ~ ~ ~ \ ~3\ \ \ - '43g~ ~ ~ jl~~~I
. ~ MAP ~ " ~ MvAP-;=E ~ - - - ~ ~ a'~ ~ L _ - - -EI~?Cb- ~ ~s' \ ~ / ~ rte' ~ \ r - - ~~/j //r/ / r " - -15- r~ ~ _ ~BIR~. ~ ~ ~ \ r-- ~ ~ /J~ \ a \ r / r I r~~tr ~ i i - - -P~PdE~~ ~ ~ ~.et~ - - _ e`C°~` '~,`tt~~.,~ \ 7 ~~s 1;
C>~ V ''~i$---'' \ / 1 \ \ C~~'f~-438- r r _ ~ , l1 ~l ~ r / / ~ _ _ ~ ~ EuJ~ ~RC~ V \ ~A~~ ~ v~~ ~ ~ ~ ~~lll~~~~~~lrlc
~ v I ~ - Ili I' ~a y rn BEEL~I-i ~ \ , / r A r , I~ , ~ ~ ~ ,~i ~ ~ ~ / / ~~r4~ ...18"~ ~ ~ r - - ~ v v~ y 1) ~ ~ i 1~~~
v , 2~ ~d \ \ J-~~~ / C~ ( r\ ~~-43g> ~ - ,I ; ~'E / ` .,2 ` i~ll,;\ ~ >G~18~ - ~
z 25" ~~APLE ~ ~T ~ _ y-t~--, \ / ~ 1 / /E r t'~ ' n . .W,. ~ S15 a v I~/ 17 j~ 1v8 v, r % ~ r 'C / / L ~ ; ~ //.~M' i ' ~,~~5`r<~"`i PyNt~ PINE- , ~ 9~ ~ \ ~ , ELM GUM d ~ - " x ~ ~ / 18»~ V )l / % / / v,~ , ~ - ~ \ ~I~CH ~ ~ l~
a f BE H - ~ 438 ~ \ rrs / l . _ / , ~ I - - 18" i , r 15' ~ GUft9 \ / /lr ~ ~ ~ % ~ / - ' ~w~r ~ ~ ~ \ s^~"~\ V A ~ ~ ~ C" /
z / / - BE~Cr`f-. X16" \ \8 ~~//l I r ELN •=ti\ ~„~e~ ,`~;e;~ 1"t ti \ ?/i F ~ ~ - ELJ~ Vv, ~ ~ i r r. ~ P~ E/ ~ ~i / ~ o I
~ i l ~ ~ _ ~ 1 ~ v / / ~ i ~ j ~ 1/ ~ l ~ ig„ ~ ~ \ ~,vE Pifvt\ err ~ \ , ~ gl' -
~ I 439- - ~ V ~ / ~ r n'; ~ / ,~Ip~S, ~ , - . _ ~ ~ ~ s~"`"~ V A ~ ~ ~ w S V~~ ~5" I ~ I I ~ l ~ i,''l//' r / ~ ~ ~ ~0„ ~`~~;~t .~~~APE€~a~~ ~ " ~ v A ~ v i r ~ / ` ~ 6 ~ J f % ~ ~ "PINE 'L,l~'p~~ ~ ~ S~ ~ l - ~
~ ~ 2, I I ~ 0 ~ ~ , I / -~.,x,,, ' ~ x Plw~ ~ A ~ ~ 18" \ / X18" ~ ~0" ~ ~ ~ l . ~ ~ r` ~ „~w, ~ _ ?C A A J ~ / ~ i r ~ ~IR(%~- -
o A~~ / /I 26"- . ~ 14 LE U8~b / / r r l 1 ~ 20" - - ~ ~t~ _ v r, / ~ CAM' 1Nii~PLE 1 / i • "i r;' ~ ~ / t t~ • ' tLi ~ ~ ~ lilt y A ~ ~
\ \ 14 / ~ ~ r \ \ \ x~ A ~ ~ MA LE ~ / / OAk' \ \ \ 0' a / / / n l ~ ' 7 , / ~ i Y2 / r0„ / ~ ~ A P,K4 \ ~ , i
i ~ >3 ~ .t ~ , y ~ A
v 1 / v vv / ~ ~t~~ v s / ~ V ~ i i / l ~ ~Q / ~ / / I r /~i,'/ ~ ~ ~ iF v \ 0 \ V 1 ~
rn 0'A+C A 1 ELM ~ ~ ~ \ V / % / / c,> ~ , , 12 Q ' ~ ~ ~ Pik ~ ~ ~ I / 3 \ V A 0 K / / / ~3~~ v v ~ DAK~ / /15" / % / ~ / , , / A v V A ~ V ~ / ~ ~ \ \ I
20° \ \ / PII~tE ~ ~ ~ / Lei / ~ ~ 7~"~' ~ ~GN, \ / 'yz,~ ` J W Z =
~ M ~ / v v ~ - ~ / / % - i OAK / ! ~ I Q~ , ~IrUE / / o ~ \ / / - ~ - - , ~ / , l,M ~ ~ ~ V \ \ \ A \ /
\ A MAPLE / er ,f"I ~ a ~ a o A Pli~,~v f ~ 1 MAPL VA / - V ~ - . ~ .~r'~-'224 ` ~~7~/ ~r~ l / ` ~ ~~a~GUM ' ~ A V A ~ P FlPL d ~ U~/~2 ~ ~ - 11111 i ~ I\ ~ ~~~1~,1P%~'~ ~'~'4'4 ~~~~11~II~
1 I / ELF \ ~ I 1 ~ / ~ - ~ -28-- r/ r~~ ~ C~ ; / T6 / ~ c / Ts'~ ~ ' / 2.' \ ~ I ~ / ~ l 1 d - - - ~ , r -'ra:-~? , , / / ~ l ~a ~5 / ~ ~M v • v ~ v / / - ~ / az
~ \ ~ is ~ ,a d 1 -BE~CkI., = - _ r a 20 T ` I I ~ 1 1 ~U ~ ~O~A r- - - / ~ ~ i / ,l / /ELM - ~ ~ , ~ A / V ~ ~ Cn PIE ~ ~ ~ - - - - / /i 4~ BrtE~H ~ ~ 6c~t,h t_ ~ - ~ , ~ d ~ ~ . , , _ (V,~ /_~PINE~ELj~--- -i~ -~I~ ~ `7` ~
/ _,--I X111 ~
o l o f ~ ----7~-- / / / 30" I i I ~ / / ~ ~ / / A ~ / 5,0" \ / / Ork~ \ ` I / / I I \ / / s~ \ o i. I ~ T~~~- A-~ -/ss-,~- ,i ~s --~~-a s~ ~~----ss------ / 30~ 0 15~ 30~ 60~ ~~PPIE ~ ' PRE~MI~IARY
N / - ss ~ / ~ / ~ / a~ I r-- 1' fi ~ ~ OAK ~ / ~ / r ~
~ 1~ ~ ~ v RIM=444.83' / ~ / i / , ~ ~ INV IN(E) 437.33' ~ / I ~ ~ ~ I I~~~ NOT FOR CONSTRUCTION
v ~ i/ inns in~rel_nzti~r
U CLIENT: DAZE` PROJECT:
PREPARED IN THE OFFICE OF: c AWN OF C o1 ~o7~oa DRAWN BY:JIK WALNUT TRA ESTORATIO
0 3
E ON 0 ;RING DEPART T OES~GNED RTL CA Y, RTH CAROLINA
N r m
r TITLE: LITI CHECKFA BTSJ
j DAiE: DRAWN BY: CHECKED BY: c REV. No.: REVISION:
g This document, together with the concepts and designs ppresented herein, as an instrument of service, is intended only for _ E~(~-{ NORTH CAROLINA 27636-3068 / ~A ' JOB NUMBER: SHEET NUMBER:
r which It was re ared. Reuse of and impro er reliance on this document without written P.®. BOX 33068 RAL , the specific purpose and client fo p 'on b Kimle -Horn andpAssociates, Inc„ sholl be wit out liability to Kimley-Horn and Associates, PHONE; (9~~ 677_2000 FA)(. ~ ) 677-2050 authorization and adoptati y ~ V Iv sEA~. 011775011 '0 0~ 24
_ . Co i ht Kimle -Horn and Associates, Inc., 2008 Inc pyr g y

E
E
m
E
a M HEADER ROCK ,TYP.
SET HEADER ROCK BACK I BANKFULL SEE PROFILE FOR A MINIMUM OF 1/3 WIDTH FOOTER BOULDER, TYP.
1/3 1/3 1/3 ELEVATION ELEVATION OF THE FOOTER ROCK HEADER BOULDER ,TYP. SCOUR POOL SEE PROFILE FOR
o BANKFULL BANKFULL BANKFULL
N WIDTH WIDTH WIDTH BASE FLOW ELEVATION
o FLOW i~/~ ~i' % / / ~ WIDTH = 2' MIN.
; . ~ , N G A / , / / / / i 5' MAX. DRO
20° TO " 0 ARM 30° ' ~ BED NATURAL CHANNEL
a ~ J BACKFILL TYP. ~ o LENGTH - B J ' 000 - 20'-30' MATERIAL 6 MIN. ° r' ~
~ ~ G o , ~ a~ ~ WELL~~GRA~DED MIX XCAVATED POOL ~ ~ ` ~ WELL GRADED ~ BED
z A z OF 5 -17 RIP RAP 2' MINIMUM i ~ ~ ~ ~ MIX OF 5"-17" ~ ` _
Q . - ~ _ Q FOOTER ROCK, TYP. , Y ~ m m 14 Q ~ ~ ~ i 3 ~ Y RIP RAP (CLASS 2' MIN. ~ i ~o ~ Q BAND I) ~ -
~ ~ 1 ROCKS IN VANE ARM SHOULD m ~
NOT BE GAPPED OR HAVE ANY STRUCTURE WELL~~GRA,DED MIX EXCAVATED TRENCH FOR SIGNIFICANT SPACES LENGTH ~ ~ ~ ~ m BOULDERS IN VANE ARM SHOULD
OF 5 -17 RIP RAP ~ J-HOOK VANE CONSTRUCTION ~ G FILTER FABRIC, TYP. ~ ~ EXCAVATED TRENCH NOT BE GAPPED OR HAVE ANY ° WELL GRADED ~ FOR ROCK CROSS VANE SIGNIFICANT SPACES.
~ ~ ~ ~ ~ ` MIX OF 5 -17 CONSTRUCTION „
FILTER ° / 3.0' MIN. TIE IN i' FABRIC G ~ AT POINT BAR ~ ~ SECTION A , , ~ RIP RAP SECTION A-A AOOREGAT 0. 6 DEPTH OF COARSE
o FILTER FABRIC
~ ~ A HOOK BOULDERS TIE VANE ARM INTO ~ ~ ` ° FILTER FABRIC, TYP. ~ TIE VANE ARM INTO
POOL TO TIE FLAT ~ ~ , BANKFULL ELEVATION ~ BANKFULL ELEVATION
HEADER INTO POINT BAR BANKFULL BANKFULL HEADER
RACK HEADER HEADER POOL EXCAVATED PER ROCKS BOULDER HEADER BOULDER PO L BOULDERS
FOOTER DIRECTION OF ENGINEER
ROCK FLOW FOOTER g 4% TO 7% SLOPE B BOULDER -FOOTER FLOW 7-10% SLOPE BOULDER =
a POOL EXCAVATED PER
KEY IN VANE TO BANK MUM OF 3' AT AN MINI PLAN VIEW BACKFILL, KEY IN VANE TO BANK TO BANK DIRECTION OF ENGINEER r~
ELEVATION EQUAL TO TYP. MINIMUM OF 4.0 AT AN 4.0 AT AN A NATURAL CHANNEL °
BANKFULL OR SLIGHTLY FOOTER BED ELEVATION EQUAL TO DUAL TO MATERIAL 6" MIN. FILTER FABRIC FOOTER .BED
LOWER WELL GRADED MIX FILTER FABRIC ROCKS BANKFULL OR SLIGHTLY OF 5"-17" RIP RAP LOWER Z SLIGHTLY BOULDERS WELL GRADED 2' MIN. BOULDERS IN VANE ARM SHOULD
2 MIN. ROCKS IN VANE ARM SHOULD MIX OF 5"-17" NOT BE GAPPED OR HAVE ANY
NOT BE GAPPED OR HAVE ANY SIGNIFICANT SPACES RIP RAP (CLASS SIGNIFICANT SPACES
B AND I) SECTION B-B
SECTION B- NOTES:
DIMENSIONS PLAN VIEW 1. DEEPEST PART OF POOL TO BE IN LINE WITH WHERE
REACH ARM LENGTH STRUCTURE LENGTH BOULDER DIAMETER NOTES: VANE ARM TIES INTO BANKFULL.
UPPER 15-22' 13-20' 3.0' MIN. 1. DEEPEST PART OF POOL TO BE IN LINE WITH WHERE DIMENSIONS 2. DO NOT EXCAVATE POOL T00 CLOSE TO FOOTER BOULDERS. 3. BOULDERS SHOULD BE SELECTED AND PLACED SO THAT THERE
VANE ARM TIES INTO BANKFULL. REACH BASE WIDTH LOWER 17-25 15-24 3.0 MIN. 2. DO NOT EXCAVATE POOL T00 CLOSE TO FOOTER BOULDERS. BASE WIDTH ARM LENGTH STRUCTURE LENGTH BOULDER DIAMETER ARE NO GAPS OR SIGNIFICANT VOIDS.
" " UPPER 7-9' 3. CLASS A STONE CAN BE USED TO REDUCE VOIDS 4. VOID SPACES BETWEEN BOULDERS SHALL BE PLUGGED WITH 7-9' 13-21' 14-23' 3.0' MIN: APPROPRIATE SIZED STONE.
BETWEEN HEADERS AND FOOTERS. LOWER 10-12' 10-12' 14-23' 15-24' 3.0' MIN. 5. COMPACT BANKFULL TO EXTENT POSSIBLE OR AT THE
4. COMPACT BANKFULL TO EXTENT POSSIBLE OR AT THE _ DIRECTION OF THE ENGINEER. DIRECTION OF THE ENGINEER.
NOT TO SCALE 5. POOL DEPTH SHOULD BE 2 TO 3 TIMES BANKFULL DEPTH. BOULDER SIZE=3' MIP IER SIZE=3' MIN. ROCK A-VAN TAIL 6. POOL DEPTH SHOULD BE ACCORDING TO PROFILE. 7. FILTER FABRIC AND BACKFILL TO BE SECURED AROUND CROSS
OF THE °'A" AND TIED INTO THE ARMS OF THE "A" TO NTS PREVENT FLOW AROUND THE CROSS".
HEADER BOULDER ,TYP.
SEE PROFILE FOR
~ FLOW ELEVATION ~ BASE
WIDTH
Z A ~~A~~\~~\~~\~~\~~\~~\~~\./~~ -
m O EXISTIN( a ~ 6" BACKFILL, TYP. EXISTING GROUND
- - BED i 21° ~ ,7 ~ WELL GRADED TIE TO EXISTING GROUND.
i~ MIX OF 5"-17° EXCAVATED POOL CUT LINE TO ACT AS PRIMARY
~ ~ RIP RAP CLASS Y ~ 2 MIN. FOOTER BOULDER, TYP. HORIZONTAL CONTROL POINT
ARM ~ 1 z BAND I) SEE PLAN SHEET n i Q BOULDERS IN VANE ARM SHOULD FOR CHANNEL ~ PROPOSED GROUND AND SHOULD BE HELD TO THE HORIZONTAL LOCATION SHOWN
LENGTH ~ m NOT BE GAPPED OR HAVE ANY EXISTING GROUND CHANGE LOCATION IN PLAN VIEW.
STRUCTURE EXCAVATED TRENCH SIGNIFICANT SPACES LENGTH ~ FOR ROCK CROSS VANE BANKFULL
~ FLOW ~ ~ WELL GRA9DED „ BANKFULL
~ MIX OF 5 -17 CONSTRUCTION FOOTER BED. 6 DEPTH OF DEPTH SE ~ ~ RIP RAP COARSE AGGREGATE DEPTH (SEE ~ o ° BANKFULL BENCH (WIDTH VARIES AS SITE ALLOWS, SEE PLAN SHEET)
~ SEC110N A-A TYPICAL ~ FILTER FABRIC FILTER FABRIC, TYP. CROSS TYPICAL ; - FILL GAPS BETWEEN BOULDERS
0 2' ~ \ CROSS WITH 2"-12" RIP RAP
SECTIONS s\TIONS) ~
TIE VANE ARM INTO P L BANKFULL ELEVATION °
_ HEADER BANKFULL HEADER FILL B/W BOULDERS
BOULDER BOULDERS PROPOSED GROUND AND FILTER FABRIC
POOL EXCAVATED PER FOOTER DIRECTION OF ENGINEER > WITH COURSE
B BOULDER A FLOW 7-10% SLOPE ERS 2' x 3' x 4' MIN. PLACE LARGER _ BOULD ° ~ AGGREGATE
BOULDERS AS FOOTER ROCKS PLACE NON-WOVEN TYPE II
KEY IN VANE TO BANK TOM ELEVATION FOOTE FOOTER ROCKS FILTER FABRIC
' 6 BACKFILL TYP. FOOTER ROCKS BELOW BOT MINIMUM OF 4.0 AT AN OF CHANNEL . BOULDERS ARE TO BE PLACE PLACE FOOTER ROCK
A TO ) a ELEVATION EQU L WELL GRADED FOOTER BED APPROVED BY DESIGNER PRIOR TO BELOV BELOW INVERT OF
BANKFULL OR SLIGHTLY FILTER FABRIC MIX OF 5 -17 BOULDERS INSTALLATION. CHANI CHANNEL
Q LOWER ~ OU DERS IN VANE ARM SHOULD ~ PLAN VIEW RIP RAP 2 MIN. B L
o NOT BE GAPPED OR HAVE ANY I SIGNIFICANT SPACES
DE TOE ROT CTION
SECTION B-B 0 ~ DIMENSIONS NTS
GTH STRUCTURE LENGTH BOULDER DIAMETER NOTES: ~ REACH BASE WIDTH ARM LEN 1. DEEPEST PART OF POOL TO BE IN LINE WITH WHERE
UPPER 7-9' 13-21' 14-23' 3.0' MIN. VANE ARM TIES INTO BANKFULL. Musr
i - - 15-24' 3.0' MIN. 2. DO NOT EXCAVATE POOL T00 CLOSE TO FOOTER BOULDERS. LOWER 10 12 14 23 3. BOULDERS SHOULD BE SELECTED AND PLACED SO THAT THERE ~y~~~SILITYp~~
o ARE NO GAPS OR SIGNIFICANT VOIDS. o F~~ o
~ 4. VOID SPACES BETWEEN BOULDERS SHALL BE PLUGGED WITH ° APPROPRIATE SIZED STONE. ~Z Dm
0 5. COMPACT BANKFULL TO EXTENT PASSIBLE OR AT THE 7 y
o DIRECTION OF THE ENGINEER.
~ NTS 6. POOL DEPTH SHOULD BE ACCORDING TO PROFILE. I L~
0 1~
a
0 N
GI Q.' PRELIM MARY
Y G) 71 NOT FOR CONSTRUCTION
L U
=c PREPARED IN THE OFFICE OF: CLIENT: DATE` PROJECT:
® 3 OF CARY o1 /070$
o R p R T~ DRAWN BY:JIK ALT C TAM RESTOATIO "IN~ ®E! A" "T E DESIGNED BY:
~ e RTL C , T CAROLINA
o TITLE: CHECKED BY:
c REV. No.: RENSIDN: DATE: DRAWN BY: CHECKED BY: q j /
This document, together with the concepts and designs ppresented herein, as an instrument of service, is intended only for the s ecific ur ose and client for which It was re ared. Reuse of and im ro er reliance on this document without wntten P.O. BOX 33068 -RALEIGH NORTH CAROLINA 27636-3068 P P p P P P, , TAILS TSJ JOB NUMBER: SHEET NUMBER:
authorization and adaptation by KimleY-Horn and Associates, Inc., shall be wit out liability to Kimley-Horn and Associates, PHONE (9~9, 6~-2~ FAX (919) 6~-2~~ Inc. Co i ht Kimle -Horn and Associates, Inc., 2008 SEAL: 011775011 11 of 24
PN 9 y

3~
e
E - y 1/3 1/3 1/3 J
E BANKFULL BANKFULL BANKFULL ~
WIDTH WIDTH WIDTH Y 3.0' 5.0' m a
-?A m E WELL GRADED MIX OF 4.0'
rn 5°-17" RIP RAP
M o 2~~,~~- .
I N~° REBAR ROD ° ~ - ~ ~ X" REBAR ROD I~~' 1 -
ao INSTALL 2' FROM - ~ - INSTALL 2 FROM ° END OF LOG - END OF LOG ~
N o{~
U NOTCH ~ EXISTING PIPE BOULDERS TO BE FOOTER C T HEADER BOULDERS TO BE BURIED AND ° LOG LENGTH 12 IN)
a BURIED AND LOG PLACED AT END OF LOGS i PLACED AT END OF LOGS DEPTH 2 (IN , A ~„~.J~-, A
~ ~ 5.0' 4.0 ~ ~ uL ,
c a FLOW I~~~ - Y KEY INTO BANK l
z T ~ f= a A MINIMUM OF 4.0(F) m r,
I ~o ~
BURY FOOTER LOG INTO ' CHANNEL BED. SECURE LOGS REFER TO THE "MANHOLE
TOGETHER BY PINNING EACH END POOL hc'~. FRAME AND COVER, TYP." DETAIL
WITH 7~" REBAR. PLAN
A
4.0'
NOTES: MIN. EXCAVATED POOL
(SEE TYPICAL FOR POOL DEPTH) 1. DO NOT"EXCAVATE POOL T00 CLOSE TO FOOTER LOG.
2, CLASS A STONE CAN BE USED TO REDUCE VOIDS BETWEEN HEADERS AND FOOTERS.
PLA VIEW 3. COMPACT BACKFILL TO EXTENT POSSIBLE OR AT THE RIM ELEVATION - DIRECTION OF THE ENGINEER.
4. POOL DEPTH SHOULD BE 2 TO 3 TIMES BANKFULL DEPTH. 6" EXISTING PIPE 6"
FLOW HEADER LOG, TYP. 6" FLOW ~ ^ ~ BANKFULL ~ ~ ELEVATION
- 4" SEE PROFILE FOR ELEVAl10N II \ /
iA`/V~ V~ \%V` V~ V` ; - INV. IN - H1 i H1
/ FOOTER LOG TYP. , (VARIES) (VARIES)
BACKFILL, TYP. ~
O 2' MIN. BED BANKFULL
U op o ~ a0 ° 00 as
, EXCAVATED POOL INV. OUT ~~i0 ~ SEE TYPICAL FOR
OOL DEPTH) 4, WELL GRADED MIX OF 2' MIN. 4 CHANNEL INVE
5 1 T RIP RAP _ h~; / ~ ~
24" REBAR ROD / l~ ,'i~ ~ ~ ~ ~ / C"' ~
EXCAVATED TRENCH 2.5' ~ ~-~Cv ~ ~ C ~ 2.50'
~ ,~l i FOR LOG SILL o o~~ o~ ~ ~ ~ / BOULDER DIAMETER FEET ' 1; / % H2 = (1/2)H1 CONSTRUCTION F TER FABRIC TYP. ~ ~ ~ ! ~ ~ / ~ ~ /
IL NAIL FILTER FABRIC 3.0 MIN. ~ S~t' r~?`~S - / i ~ . ~
, o TO BACK OF LOG,
SEE PROJECT SPECIAL ~ / ' ~ WELL GRADED MIX OF 5"-17" ~ i a PROVISIONS 3 0 i ~ , ~ ~ j i VARIES
RIP RAP (CLASS B AND I) g" 6"
GRADATION OF CLASS A A-A - SECTI BURY DROP BOX TO DEPTH SEC110N A A
H2 BELOW THE INVERT OUT
GRADE. FILL BOTTOM OF DROP ANTI-FLOTATION BOX STRUCTURE WITH INVERT FRONT ELEVATION
CONCRETE TO THE INVERT
OUT ELEVATION. NOT TO SCALE
NOT TO SCALE
FLOW BACKFLL CTED r i r r ~ i y~r~r' A 13 13 13
BAN FULL BAN FULL BAN FULL HEADER ROCK, TYP. SEE PROFILE FOR
WIDTH WIDTH WIDTH w.. . ELEVATION
FILTER FABRIC, TYP. SET .HEADER ROCK BACK LOW A MINIMUM OF 1/3 WIDTH
COMPACTED > A FLOW _ ~ ~ BACKFILL BURY END OF OF FOOTER BOULDER
LOG VANE TNT ~ _ \ CHANNEL BED, ~ ~ ?i / i
~ MIN. 5' Y ; `t VARIES ~ o
° ~ ~ 20' TO a SECTION B-B Y ~ ~ 30' m LOG MINIMUM 0.75'-1.0' BACKFILL, TY L0' BACKFILL, TYP. ~ _ BED
10.0' MIN. Z ~ : ;~~Y, LENGTH DIAMETER OF 10" 'ELL GRADED MIX OF
~ m ~ ~ NAIL FILTER FABRIC WELL GRADED MIX ~ \ ; TO BACK OF LOG VANE, 5"-17" RIP RAP "-17" RIP RAP ~
~ ~ 3 ~V`~ SEE PROJECT SPECIAL 3.0' MIN. TIE IN o PROVISIONS EXCAVATED POOL
i- " B AT POINT BAR ~ WELL GRADED MIX OF l~'~ FOOTER ROCK, TYP. '
HOOK BOULDERS ANCHOR LOG BY 5"-17" RIP RAP ' 2' MIN.
TO 11E FLAT INTO PINNING WITH HEADER ROCK ~ NOTES: POINT BAR ~ FILTER FABRIC ROCKS SHOULD NOT BE ' 2' MIN. GAPPED OR HAVE ANY
TB 1. CHANNEL BLOCK SHALL BE INSTALLED IN ACCORDANCE WITH THE ~\',a LOG VANE, BACKFILL PROJECT SPECIFICATIONS. , LOG VANE, TYP. SIGNIFICANT SPACES
EXISTING A 2. BLOCK SHOULD BE INSTALLED AT THE INTERFACE BEIINEEN EXISTING + <<v~ U EXCAV, POOL ~ CHANNEL CHANNEL AND PROPOSED CHANNEL. LOG FOR L( EXCAVATED TRENCH FOR LOG VANE '
3. BOTTOM OF BLOCK MUST BE A MINIMUM OF 1.0' BELOW THE INVERT VANE ~ CONS11 OF THE EXISTING CHANNEL. CONSTRUCTION
4. BLOCK MUST EXTEND A MINIMUM OF 2.0' BEYOND THE LIMITS OF THE HEADER ~ CTIO A-A
B EXISTING STREAM CHANNEL. RDCK EXTEND CHANNEL BLOCK TB 5. INSTALL EROSION CONTROL MATTING AND SEED IN ACCORDANCE WITH
MIN. OF 2.0 BEYOND LIMITS THE PROJECT SPECIFICAl10NS IMMEDIATELY AFTER GRADING. OF EXISTING CHANNEL 6. COMPACT BACKFILL TO EXTENT POSSIBLE OR AT THE DIRECTION OF FOOTER
PLAN VIEW THE ENGINEER. ROCK
3 POOL EXCAVATED PER A DIRECTION OF ENGINEER
vi KEY IN VANE TO BANK BANKFULL J BANKFULL TIE VANE ARM INTO 1/2 BANKFULL ELEVATION
a MINIMUM OF 4 AT AN ~ ELEVATION EQUAL TO w
o BANKFULL OR SLIGHTLY ~ B LOWER HEADER ROCK, TYP.
~ NEW STREAMBANK SHALL UNCOMPACTED FLOW o BE TREATED AS BACKFILL 1.5' FINISH GRADE PLAN VIEW FLOW f '
~ SPECIFIED IN PLANS 5' Min. 10' - i SEE TABLE fOR SLOPE „ „f~ U/
p EXTEND CHANNEL BLOCK _ ~ 1 , r ~ MIN. OF 1.0 BEYOND INVERT -Jl~. - V C7 -
~ OF EXISTING CHANNEL FLOW ' ~ ~n' ~ BED 3 1 ~ 1 e r r o ,---,ti.:-~ --v ANCHOR LOG BY ,~`pN MusT
j 1 ti' ~ ~r • 2; 0.75'-1.0' BACKFILL, TYP, CHANNEL ~ ~ \ ~ i' \ r ~P. FOOTER ROCK, TYP. PINNING WITH ~~J~' ~ytILITY p~
o INVERT ~ O,; t ~ ~l ,A \i \ ~ , HEADER ROCK ° o
I ~ WELL GRADED GRADED FILTER FABRIC, TYP. ~ ~ y ~ 5..-17" ¢ y s m
°o MIX OF 5"-17" COMPACTED BACKFILL RIP RAP 1P ~ y
0 COMPACTED
6 ACKFILL NOTES: SECTION S- 1mu~,
I 1. DEEPEST PART OF POOL TO BE IN LINE WITH WHERE
o IMPERVIOUS SELECT VANE ARM TIES INTO BANKFULL. o SECTI®N A-A MATERIAL (SEE PROJECT 2. DO NOT EXCAVATE POOL T00 CLOSE TO FOOTER ROCK. DIMENSIONS
SPECIAL PROVISIONS 3. CLASS A STONE CAN BE USED TO REDUCE VOIDS o ) BETWEEN HEADERS AND FOOTERS. REACH ARM LENGTH STRUCTURE LENGTH BOULDER DIAMETER P R E~ M I NARY
" 4. COMPACT BANKFULL TO EXTENT POSSIBLE OR AT THE ~ DIRECTION OF THE ENGINEER. _ UPPER 15-22' 13-20' 3.0' MIN.
~ NOT TO SCALE 5. POOL DEPTH SHOULD BE 2 TO 3 TIMES BANKFULL DEPTH. AOd9'0§CALE LOWER 17-25' 15-24' 3.0' MIN. NOT FOR CONSTRUCTION
a~ L U
~ PREPARED IN THE OFFICE OF: CLIENT: Dam` PROJECT:
o a 3 > CY 01 ~07~08
DRAWN BY:JIK ALUT C EST TI
° I I N :RI ART E T DESIGNED BY:
r r RTL C , LI
o TITLE: CHECKED BY:
c REV. Na.; REVISION: DATE; DRAWN BY: CHECKED BY: 9 TSJ
This document, together with the concepts and designs ppresented herein, as an instrument of service, is intended only for the s ecific ur ose and client for which it was pre ared. Reuse of and improper reliance on this document without wntten P,®, X33068 -RALEIGH NORTH CAROLINA 27636-3068 JOB NUMBER: SHEET NUMBER:
p' tionpand ada tation b Kimle -Horn and Associates, Inc., shall be without liabilit to Kimley-Horn and Associates, ' authonza p Y oos y PHONE [phone] FAX [phone] sEAL: 011775011 12 of 24
- Inc. Co i ht Kimle Horn and Associates, Inc., 2 PYr 9 Y li

a E
s; m
_ E
a rn M FILL EXISTING NOTES:
STREAM AREA 1. IT IS NOT ALWAYS NECESSARY TO FILL WITHIN THE
I OXBOW WETLAND AREA WHEN FILL MATERIAL IS LIMITED, HOWEVER, FILL MUST BE PLACED WITHIN
ro 0 0 THE REMAINING AREAS OF TH EXISTING STREAM
N WHERE INDICATED ON THE PLANS.
O N 2. PLANT OXBOW WETLAND ACCORDING TO THE
PLANTING PLAN.
~ HIGH MARSH 3. FILLING THE EXISTING CHANNEL AS DETAILED HERE
a 0° TO 6" VARIES SHOULD NOT BE CONSIDERED AS PLUGGING THE CHANNEL. PLEASE REFER TO THE CHANNEL PLUG
FLOOD PLAIN ELEVATION _ _ PLAIN ELEVATION ~ ~ ~ LOW MARSH -I~ ~I~,~>~i,~I~Ir~ Ir~r- ~i~~r~~ ~ I I ~ I. DETAIL FOR AREAS INDICATED AS SUCH.
ri.-i~~~~. m,1~-~1-I' is~~~i~ Ir~~li I,I ~~I - 6° TO 12° VARIES .III li I _i~-i'i ~I ~_II ~ _ lir - ' ' ~ m.i lt".=1k~~d!ir ,I -~!-T. , -i f~ i ~ Ifs' . i- i ~ i , ~ I ~ II J~ iii ~ ~ ~ i i I I I i ii I) _.I.; i~Ilr~~~~i~~~l ~ i~J, 3' -,i Ili .iii III il. ~i, ~i ~i Ili. it 1f l III i~-.~ ,i ~i ~i ~1, 11 i I ,i y
d~ __~.,i il.~!' li~..!i.L li--u 1. ilc Ir~iii !ia-.- 1 a~f:.l Ii.li~ i .i ,ui;~:~._,~ STORM WATER INLET, TYP. ~ ~irl~`~ _ III li~i III III- ~ ICI I 4. WHEN APPLICABLE, HARVEST CHANNEL MATERIAL
- DEEP POOL ~I ;ill ~'I~~IIr!~i i. 11 -lll~ ~~l ,11111-~~' B ~ . _ - - :~_U~- ~~I-11~1~=.I ARY WEIR LOCATION I-11r-1~1 ~~!~~II_,,F _n I PRIM A ,_=;i_ 1.0 - 2.0 DEPTH -i1-1i4`Illi;lll- B FROM OXBOW AREA BEFORE FILLING.
~'ri~!- ~ ,~ii~='i1_ - . ~L-i~~a~l_III_ CROSS SECTION A-A TYPICAL - ~ ~ tll 1~1-1~-
~ I I_-!~ 11.=11C=! i l-'_i ~,-III:=a I!-11 i--'"
-:1-1II;~-1Ii;;I!I!I~ Illiiitll-l"
A B

EXISTING 30W STREAM
PROPOSED OXBOW WETLAND AREA ~ BANK
EXISTING CHANNEL -
PLAN VIEW WIDTH VARIES
4,y4~,viTOP OF BANK s b~~
HIGH MARSH jW4 JY ~l~c*i ~~"y' ~'"~Sl.~ 9~~~•~k~~r~ ~ •q tl~d~! ~5E t'~ / 4~~~i
0' - 0.5' DEEP ~ 2.0 MIN. r
r e
A EXISTING
A DEEP POOL 1.0'-2.0° DEEP EXISTING STREAM ~ ' CHANNEL ` ' ~ DEPTH GRADE VARIES
LOW MARSH
0.5'-1.0' DEEP y ;r~'~~
.~'ti~'~...,
FILL OXBOW WETLAND AS f•-~~',~~
NECESSARY TO PROVIDE A '`~,r'~~~`~~,?;~~s'~,~~``,~'
STABLE WATER PONDING AREA.
LEAVE A MINIMUM OF 2.0' OF DEPTH TO TOP OF EXISTING
BANK. '~4, ECT~N A-A
PRIMARY OUTLET LOCATION
(LOCATION VARIES)
STORM WATER INLET, TYP. (LOCATION VARIES)
EXISTING CHANNEL
WIDTH VARIES
TOP OF BANK ~ s.
~ ~ r' ,fey 1 ~ j
~ ~t ~4
' ~'f,~, =f; , ~ x~
.f `h 's ~ + A ~ ,
EXISTING STREAM GRADE ~ f,3 4 ~!~~r°,i' EXISTING
`~t ~ • CHANNEL DEPTH
PLAN VIEW TYPICAL f,;. VARIES
SEE SHEETS 17-22 FOR ,r ~ °e.
PLANTING PLANS
f y. ',5J,~1`Aft ,
FILL ENTIRE DEPTH OF EXISTING CHANNEL. FILL
CHANNEL UNTIL IT IS LEVEL
WITH THE EXISTING TOP OF SEC BANK. SEC110N B-B
BO E
NTS NTS
m
3 v
ui J_
Q H W
~D O
d' O d'
I
0 ~~~~~~1LMTY pR~~
rn 3 r
v F~~ ~ ° o0
O ~I m Q~ y
O y
O J
U O h- ~AC~~
I
C 0
O L PRELIMINARY
0
NOT FOR CONSTRUCTION
Y N d DATE` PROJECT:
U F. CLIENT:
~ PREPARED IN THE OFFICE 0 ~ e AWN OF AY 01 ~o7~oa DRAWN BY:J'K WALNUT C STREAM RESTORATIO
0 3
EKING DEPARTMENT DESI(~lED RTL Y T CAROLINA
0 9
r TITLE: CHECKED BY:
0 / DATE: DRA'MJ BY: CHECKED BY:
o. REV. No.: REVISION. ~ Thin document, together with the concepts and designs presented herein, as an instrument of service, is intended only for 068 -RALEIGH NORTH CAROLINA 27636-3068 ET L TSJ JOB NUMBER: SHEET NUMBER:
t for which it was pre ared. Reuse of and improper reliance on this document without written P,®. B®X 33 , the specific purpose and cllen ssociotes Inc. shall be without liability to Kimley-Horn and Associates, sEAL: 011775011 13 of 24
tion b Kimle -Horn and A PHONE [phone] FAX [phone] authorization and adapts y ~ i ht Kimle -Horn and Associates, Inc., 2008 Inc. Copyr g y

n E
8'-0" MAXIMUM
m NOTES: VARIABLE AS DIRECTED BY THE ENGINEER
70 MIN. a 1. PUT SILT FENCE OR TREE PROTECTION FENCE Uf :CTION FENCE UP TO ENSURE
° / ~ BUT SUFFICIENT TO KEEP / SPILLWAY SHALL p SEDIMENT ON SITE CONSTRUCTION ENTRANCE IS USED. iED.
" SPILLWAY-W MIN. ~ BE 1' MIN. BELOW ~ 2. IF CONSTRUCTION ON THE SITES ARE SUCH THA ARE SUCH THAT THE MUD SILT FENCE FABRIC
I ~ \ / 2 3 STREAM WIDTH ~ ~ LEVEL OF LOWEST ~ , ~ / IS NOT REMOVED BY THE VEHICLE TRAVELING 0 ;LE TRAVELING OVER THE MINIMUM 10 GAUGE INSTALLED TO SECOND
~ ~ BANK. °o STONE, THEN THE TIRES OF THE VEHICLES MUS' N ~ B 2 -3 STONE TO BE USED. 25' OR WIDTH OF BEFORE ENTERING THE PUBLIC ROAD. E VEHICLES MUST BE WASHED LINE WIRES WIRE FROM TOP MINIMUM 12-1/2 GAUGE
~ / EXISTING SURGE STONE OR RAILROAD A A ( PROPOSED STEEE[•, ROAD. INTERMEDIATE WIRES
o ROADWAY > BALLAST) WHICHEVER IS 3. IF A PROJECT CONTINUES TO PULL MUD AND DE N H ILL MUD AND DEBRIS ON TO
GREATER. THE PUBLIC ROAD, THE TOWN WILL CLEAN THE INVOICE THE FINANCIALLY RESPONSIBLE PERSON HILL CLEAN THE AREA AND ONSIBLE PERSON AS - GRADE
Y INDICATED ON THE FINANCIAL RESPONSIBILITY FI
a STREAM INVERT z ' 12° MIN. m THE MINIMUM FEE THE TOWN OF CARY WILL CHI Y CLEAN THE STREETS WILL BE $300 FOR THE Flf ~ECARY IWILL CHARGE TO i„~-~~~ r_ ~,~„'l~ll~ll,,, ~;I~i 1~- ~l,,,i-1-1~,,,i~~~-11 IT-1,,; „~!1;~,11-ll1,,L,~l~ ~~1„l~, 300 FOR THE FIRST HOUR ~
18" MAX. ~ c AND $200 FOR EACH HOUR THEREAFTER. ~ m EREAFTER. _
~ ~ L=3XH l I i m I
III FRONT VIEW =
SECTION A-A ~ PLAN VIEW
0 NOTE: STEEL POST
2" MIN. SPILLWAY SHALL BE g USE SILT FENCE ONLY WHEN DRAINAGE AREA WOVEN WIRE FABRIC
1 MIN. BELOW LEVEL PLAN OF LOWEST BANK 35' MIN. 15' MIN. NEW CONSTRUCTION CONSTRUCTION ~ DOES NOT EXCEED 1/4 ACRE AND NEVER IN SILT FENCE FABRIC AREAS OF CONCENTRATED FLOW.
EXISTING ROADWAY 0
12" I ° FILL SLOPE M ~ ~
L H 12" MIN. 12" MIN. a z ~ * FOR REPAIR OF SILT FENCE FAILURES,
6° MIN. ~ USE No. 57 WASHED STONE FOR ANCHOR
~ ~ \ \j\\j\\j\\j' \\/\\j\\j~ ~/\\j\\j\\j\\j\, ~ ~ N WHEN SILT FENCE IS PROTECTING 1i _ GRADE CATCH BASIN.
12° MIN. STREAM INVERT /i\\//\\/ x\\//\\//\\/\~/ix/ix STONE FILLER -#57 STONE ~ L: 6" MINIMUM COVER
18" MAX. FABRIC UNDER STONE o ~ ~ ~ ' OVER SKIRT
GRADATION OF 5"-12" RIP-RAP i iv !i~ ANCHOR SKIRT AS DIRECTED
CROSS SECTION I ~ BY ENGINEER *
SECTION B-B '_~~~~n
,e t87 ~ SIDE VIEW
T 0 ARY SILT CHECK ®AM EP R DETAIL No. DETAIL No.
NTS
STANDARD CONSTRUCTION ENTRANCE 0400.0.07 STANDARD TEMPORARY SILT FENCE 04000.01 SHEET t GF 1 EFFECTIVE; 07/01)04 sNEEr ~ aF ~
EFFECTIVE;07/01/04
~ 40" N01ES: PLANTINGS SHALL CONSIST OF APPROVED SPECIES
~~i°''---~ ~ 1. ALL PLANTS TO BE SAVED SHALL BE PROTECTED BY AS DESCRIBED IN PLANTINGS PLANS
FENCING AS SHOWN IN THIS COMPACTED FILL
~ 4" DETAIL. 3 TREE PROTECTION AREA *FOR `IN 12" LIFTS
_ 4" 18" 2. CONTRACTOR SHALL INSTALL USE P *FOR REPAIR OF SILT FENCE FAILURES, ~ 18~~ USE No. 57 WASHED STONE. FOR TREES NOT INDICATED TO BE
FENCING PRIOR TO BEGINNING NOTE ANCH 3 DO NOT ENTER ANY CONSTRUCTION OR - ANCHOR WHEN SILT FENCE IS REMOVED SHALL BE PROTECTED 12
PLANT CANOPY, DRIPLINE 4^ GRADING ACTIVITY. -USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES PROTI PROTECTING CATCH BASIN. DURING CONSTRUCTION IN \\j\\j\\j\\ ~
NOT EXCEED 1/4 ACRE AND NEVER IN AREAS OF 3. CONTRACTOR SHALL CALL FOR CONCENTRATED FLOW ACCORDANCE WITH PLANS AND
INSPECTION AND APPROVAL OF SPECIFICATIONS
~ - ND I T F NCE NEEDS TO BE TURNED UPHILL. ~ J>--~ WARNING SIGN DETAILS PROTECTIVE FENCING PRIOR TO E OF S L E i~ 5' i i ninj i/i/ C
BEGINNING ANY CONSTRUCTION 1--~ ~ OR GRADING. ~tYP~ ~ TYPICALLY, MATTING MAY /
, ~ 8 MAX, VERIABLE AS BE PLACED AROUND BASE \
DIRECTED BY THE ENGINEER 6' STEEL T POST 4. PROTECTIVE FENCING SHALL BE LOCATED AT OR OUTSIDE 8'-0" O.C. MAXIMUM (FACTORY PAINTED) OF EXISTING TREE. \//\j/\ ~ STEEL POST NO FILL SHALL BE \\/j\\/j\\/j\//\\//\\//
DRIPLINE OF TREES AND 1' VARIABLE WOVEN WIRE FABRIC PLACED AROUND TREE
J ORANGE, UV RESISTANT, HIGH - MINIMUM OUTSIDE SHRUBS OR AS DIRECTED BY THE ENGINEER - - TENSILE STRENGTH, POLY OTHER PLANTS. _ SILT FENCE GEOTEXIILE FABRIC MAINTAIN EXISTING
BARRICADE FABRIC TYPICAL i- ( ) o ~ DRAINAGE 12 2 INSTALL pWOVEN COIR MAT TYPE 4
- - - %ISTING PLANT ~ ~ T NT R ~ ~ WARNING SIGN WITH 48 WHIPS (Y~ DIA. MAX.) ~ ~ ~
L L L ~ L L L MIN. 12-1/2 GA. UMIT OF CANOPY, DRIPLINE MIN. 10 GA. ~ ~ ~ MIN. 12-1 2 GA. ° z ~ L ~ L LPL WIRES x. / I -1 /2 GA. ° z FILL SLOPE
MIN. 10 GA. L LPL L LINE WIRES x INTERMEDIATE io ~ :DIATE i~ ~ 0
~ L L L L T~ ~aoTx I~ L L L a` WIRES LINE WIRES ~ ~ ~ ~ x;, ~ M 00 NOT BN1BR .i. ,f x' iv ~ 1.5 (min.) M „~-GRADE ~1.0
ORANGE, UV RESISTANT, is I!_ b 1r~ i i o ~i 6° MIN COVER EXISTING CHANNEL BANK i~j i i
L HIGH -TENSILE STRENGTH, l; SILT FENCE FABRIC I_ I I = OVER SKIRT * ~ INSTALL BOULDER a ~ = EXTEND WIRE 6" MIN. INTO TRENCH ~ ~ ~ - TOE PROTECTION
L. L L L ~ L L L L L L POLY BARRICADE FABRIC (TYPICAL). INSTALLED TO SECOND .i N - ii.; WIRE FROM TOP - GRADE ~ -i i i i r- ii i u u r it i i i 1 I m AND ANCHOR SKIRT AS DIRECTED ~~~~y H iii i ~ ~i ~
L_G~jl ~I~ ICI--~il~l-:-I~;--,III li III Ii,IrII,~IC I~~II 'III„~1,=,~;1~ .I~~li-,If~lll ill~l~,,;_Ili III III Ill !~i j i l; =11i W BY THE ENGINEER * 1 ~ ~~~\~~y~ ~ ~ BANKFULL
=T WARNING SIGN ~ FR~NT VIE NO ES SID - ~ SIDE VIEW a'~j~y,,~,y,~,,~ ~ ~ ~ ~
- WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL PLAN VIEW
- il_ - lip „ r.~ 'III LETTERS TO BE 3 HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. `11 ~ I;,ii i I PLAN VIEW OF PROTECTIVE FENCING SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. D AS DETAILED. T~~ii~~\ %~j iii BASE FLOW ~i i~~~~~\~~i I~T~ii =WATER LEVEL
~I . ii: i,;;~, AROUND SINGLE TREE- EXPAND AS NECESSARY PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER 50' ON CENTER THEREAFTER.
i~i i~ ~ i1i~~Ti FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS 'ROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA. W
ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. 1 ,
MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. 'ROJECT. COMPACTED FILL
TYPICAL TREE PROTECTION FENCE
COMBINATION SILT CE TREE PROTE :E PROTECTION FENCE
NTS SOIL LIFT TYPICAL SECTION
3 NTS v N.T.S.
vi _J Q
F W
I
O
d' O
I 0
rn 3 v ,~1pp1 MUST
~~J~' ~11LITY p~
O N ~~0 TF~ 0 0~, ,o
I O D ao ym
J U z ~ 7 ti
O F
I
c 0
r 0
0 N d
PRELIMINARY
Y d d NOT FOR CONSTRUCTION
U
c PREPARED IN THE OFFICE OF: CLIENT: DAB' PROJECT:
3 CARP o1 /o7/os DRAWN BY,JIK WALNUT C T EA ESTATI
0
N r I DEPARTMENT DESIGNED BY:
RTL CARP, A®LIA
o TITLE: c REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: CHECKED BY:
a ~ This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for
~ the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written P.®, BOX 33068 -RALEIGH, NORTH CAR®LINA 27636-3068 TAIL TSJ J08 NUMBER: SHEET NUMBER:
authorization and ada tation b Kimle -Horn and Associates, Inc., shall be without liabilit to Kimle -Horn and Associates, Ina Co i ht Kimle Horn and Associates, Inc., 2008 y y PHONE [phone]® FAX ( ) 677-2050 P;+r 9 Y sEAL: 011775011 94 of 24

E y
s_
m
a 0
I
aD O
N 4xD
O N SEQUENCE OF CONSTRUCTION FOR TYPICAL WORK AREA
N
rn D FLOW RE-ENTERS 1. INSTALL SPECIAL STILLING BASIN(S)..
EXISTING STREAM BELOW AREA OF
D D D D CONSTRUCTION 2. INSTALL UPSTREAM PUMP AND TEMPORARY FLEXIBLE HOSE.
SPECIAL STILLING BASIN
~ ~ Q ~ (SEE PROJECT A n D D~ A 3. PLACE UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS FOR. STREAM DIVERSION.
~ SPECIFICATIONS)
PUMP ° UTILIZE A STABILIZED ° AROUND x CLASS B RIP RAP OUTLET INSTEAD OF A 4. PLACE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING APPARATUS. DEWATER
HOSE N SPECIAL STILLING BASIN IF - ----------SPECIAL STILLING BASIN ENTRAPPED AREA. AREA TO BE DEWATERED SHALL BE EQUAL TO ONE DAY'S
PUMPING CLEAN WATER (SEE PROJECT SPECIFICATIONS) ,TIONS) WORK.
(ONLY IF NECESSARY) ~ D
J DEWATERING PUMP 5. PERFORM STREAM RESTORATION WORK IN ACCORDANCE WITH THE PLANS.
(ONLY IF 00 6. EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF IMPERVIOUS
D D NECESSARY) DIKES. REMOVE IMPERVIOUS DIKES, PUMPS, AND TEMPORARY FLEXIBLE. HOSE,
~ IMPERVIOUS DIKE (DOWNSTREAM IMPERVIOUS DIKES FIRST).
2 (SEE PROJECT SEDIMENT LADEN SPECIAL
PROVISIONS) WATER IS PUMPE 7. PUMP AROUND AREA TO BE STABILIZED WITH MATTING AT THE END OF EACH
PLAN OUT OF AREA OF AREA OF CONSTRUCTION A D CONSTRUCTION WORK DAY. THE IMPERVIOUS DIKE LOCATIONS AS SHOWN ON THIS SHEET ONLY
TREATED. SHOW THE UPPER AND LOWER EXTENT OF WORK FOR EACH STREAM SEGMENT. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOCATION OF THE
IMPERVIOUS DIKE(S) FOR EACH DAY'S WORK.
PUMP ° AROUND
HOSE
8. REMOVE SPECIAL STILLING BASIN(S) AND BACKFILL, STABILIZE DISTURBED AREA WITH SEED AND MULCH OR EROSION CONTROL MATTING.
D D D D D
TEMPORARY ° x FLEXIBLE HOSE
00000 D D D D D
FILTER FABRIC
FLOW NOTES:
1) ALL EXCAVATION SHALL BE PERFORMED IN ONLY DRY OR ISOLATED
SECTION A-A SECTIONS OF CHANNEL.
2) IMPERVIOUS DIKES ARE TO BE USED TO ISOLATE WORK FROM
ENERGY DISSIPATO FOR PUMP AROUND HOSE PROJECT BOUNDARY STREAM FLOW WHEN NECESSARY.
3) GRADED STREAM BANKS SHALL BE STABILIZED, WITH MATTING; PRIOR
IF CLEAN WATER TO PREDICTED RAIN FALL EVENTS, UNLESS ALL RAIN EVENT FLOW CAN
NTS BE PUMPED AROUND FOR PREDICTED EVENT.
4) MAINTENANCE OF STREAM FLOW OPERATIONS SHALL BE INCIDENTAL
TO THE WORK. THIS INCLUDES POLYETHYLENE
IMPERVI PROJEC IMPERVIOUS DIKE (SEE SHEETING, DIVERSION PIPES, PUMPS AND HOSES. PROJECT SPECIFICATIONS)
5) PUMPS AND HOSES SHALL BE OF SUFFICICIENT SIZE TO DEWATER
THE WORK AREA. PUMP SHOULD BE SIZED FOR 2.4 CFS IF ONLY
PUMPING DURING WORKING HOURS, IF PUMPING IS PLANNED TO OCCUR 24 HOURS PER DAY, THEN THE PUMP SHOULD BE SIZED FOR
THE 10-YEAR STORM AT APPROXIMATELY 790 CFS
SPECIAL STILLING BASIN \ 6) PUMPING OCCURING IN A RESIDENTIAL AREA SHALL REQUIRE A PUMP \ THAT RUNS QUIET FOR NOISE CONTROL
EXISTING TERRAIN ~ / o
0
~ ~ ~ EXISTING STREAM BANKS
~ ~
_~dp ° ~n FLOW \
STREAM BASE FI IMPOUNDED BY [ STREAM BASE FLOW IMPOUNDED BY DIKE AND ~ ~
15.0 - 20.0 FT. \ DIVERT AROUND DIVERT AROUND AREA OF ~ ~
PUMP-AROUND PUMPCONSTRUCTION CONSTRUCTION ~ ~ _ _
_
8.0 IN. GRADA110N
OF CLASS A AND 8 FILTER FABRIC RIP RAP STREAM BANK
SPECIAL STILLING BASIN
~NITH ROCK PAD
Q w NTS
0
j NOTE: PROVIDE STABILIZED UUTLET TO STREAMBANK _
EXAMPLE OF PUMP AROUND OPERATION
NTS I
0
rn 3
v SION Musr G,~ ~ZILITY pR~~
0 T o FPS,
1 a ,O JW Z2
0 J 6Z yt~I 7 n Y
U O
H l~1~~
c 0
Y 0
L 0 N
N PREEMI~IARY
Y 01 NOT FOR CONSTRUCTION
d L U
oaTE: PROJECT:
c' PREPARED IN THE OFFICE OR CLIENT: o 3 ?WN OF GARY o1 ~07~08
DRAWN BY:JlK WALNUT CR STEA RESTORATION
o G) u~ ;RING ®EPARTMENT DESI(~IED BY:
~ o RTL CAY, RTH CAROLINA
o TITLE: CHECKED BY.
c REV, No.: REVISION: DATE: DRAWN BY: CHECKED BY: g
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for ~ the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written P,O, BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3066 I TSJ JOB NUMBER: SHEET NUMBER:
authorization and ada tation by Kimle Horn and Associates, Inc., shall be without liability to Kimley-Horn and Associates, ' t Kimle Horn and Associa es Inc. Zoos PHONE [phone] FAX [phone] sEAL: 011775011 15 of 24
Inc, Copyrigh y- ,

E
E
m CENTER
p ~ OF POOL
g I\ LE
TYPICAL LOCATION OF TOP OF
POOL RIFFLE TOP OF BgNK STREAM FLOW CROSS VANE IF PRESENT. (SEE
F BANK BANKFULL PLAN/PROFILE SHEETS FOR
i POOL SLOPE PER PROFILE SPECIFIC LOCATIONS)
MEAND \ RIFFLE SLOP STREAM FLOW
tE SLOPE (SEE PROFILE y
SECTION TOE OF RIFFLE
RIFFLE
l
RIFFLE
HEAD OF AIGH
RIFFLE PO LEf SECTIO LENGTH PER PROFILE S
(SHEETS 3-5) p~ OpF T ~
RIFFLE pFR ~ FC 0 MF 0 ~~0~ pRoF ~q Teo T oP`~ P
TYPICAL PLAN VIEW SCHEMATIC N 5 `~OF~~~
N TS R P
LENGTH PER PROFILE P~~
(SHEETS 3-5)
POOL
~ ~P~C REQ'D BANKFULL BENCH* 22.0' BANK~FULL WIDT BANKFULL BENCH* R Q'D IC P FIE POOL UNCE
11.0' 11.0' NTS
EXISTING EXISTING GRADE
GRADE 0 15.0' 2.0'
3:1 FLAT ~ ~ 1 0' FLAT 3:1
3:1 3~1 ~,qT 1.5' BANKFULL DEPTH 3:1
~9.0'~
BANKFULL BENCH -25.4' BANKFULL WIDTH- BANKFULL BENCH AS
RAFFLE SECTION AS BANKFU REQ'D REQ'D
12.7' -1- 12.7'
UPPER REACH STA 100+00 TO 107+62
EXISTING GRADE EXISTING
NTS 2.0' 18.4' 2.0' GRADE
3:1 FL ~ 3.1' BANKFU LLE FLAT 3:1 :1 FLAT 3:1
FLAT 3:1 -11.8 --I LAT CFULL DEPTH 2,6 1 5, 2:1 3:1
~ AS gANKFULL BENCH* 36.8' BANKFULL WIDT BANKFULL BENCH* AS 2:1
REQ'D REQ'D
12.4' i 24.4'-
EXISTING EXISTING GRADE
2.0 ~ 29.3' GRADE R IG TIN
3:1 FLAT _ :1 I FLAT 3:1 U PER EA + T®102+00
2.8' BANKFULL DEPTH 2,3 FLAT ~ 8'1 NTS
3:1 8:1
f--4.0'~
p OUTSIDE MEANDER INSIDE MEANDER NOTE:
WHERE PLAN SHEETS INDICATE CONSTRUCTION
ON ONE SIDE OF CHANNEL ONLY BASE BANK ~,D~~,sr
MEANDERING POOL SECTION
EXCAVATION OFF OF THE CENTERLINE. ~~~~~~i~aTrp~~ .o
Jw Z=
9 UPPER REACH STA 102+00 TO 107+62 * REFER TO THE PLAN VIEW ON THE "SITE PLANS ym
o N TS
AND PROFILE SHEET" FOR BANKFULL BENCH
WIDTHS.
PRE~MINARY
NOT FOR CONSTRUCTION
'c PREPARED IN THE OFFICE OF: CLIENT: D"~` PROJECT:
I~JN OF CARP o~ ~0~~08
DRAWN BY:JIK WALNUT CREEK STREAM RESTORATION
3 - Kimle -Horn TOWN OF y ENGINEERING D qEy, Ho,; pEhgpry; OAIE ORANN BY: CHECKED BT: RING DEPARTMENT DES~DNED BY:
RTL GARY, ORTH CAROLINA
CHECKED BY:
~ and Associates, Inc. ¶~E~
9 the peciflcePu, togethed Wllenthfor whicht't wnd~dPesi~~ ~praReuse hfsand improper reliarnc~e ~f this document~d'thout~Y ftten P.O. BOX 33068 - RALEIC,Y-i, NORTH CAROLINA 27636-3068 TYPICAL CROS ~ uthorrzation a tl $daptation b Kimle Horn and Associates, Inc.~shall be without liobliity to Kimley-Hom and Associates, ECTi JOB NUMBERS) SHEET NUMBER:
' Inc. Copyright Kimle Ho~~ a~Xasso~~es, i~~., zoos PHONES [phone] FAX [phone] sEq~, 011775011 16 of 24

E
E
E
i
TYPICAL LOCATION OF TOP OF
srREa_ M_~ CROSS VANE IF PRESENT. (SEE
TOP pF ggNK ggNKFULL
SLOPE PER PROFILE PLAN/PROFILE SHEETS FOR
FILE SPECIFIC LOCATIONS)
POOL ~ ST_. R._ FLOW
RIFFLE SLOPE (SEE PROFILE)
/
i
RIFFLE
LENGTH PER PROFILE
(SHEETS 3-5) p ~ Op
p OOC ~ TO
PoFFLE FR p~ MEEK ~ ~o P~~
F R~F~~ PRp~
LENGTN PER PROFILE PAR
(SHEETS 3-5)
POOL
~ TYPICA R Q'D BANKFULL BENCN* 25.6' BANKIFULL WIDT BANKFULL BENCH* R Q'D 'I AL IL POOLS CE
NTS
12.8'~I--12.8'
EXISTING EXISTING _ _
GRADE 2.0~18.6'~2.0 GRADE
3:1 FLAT : ~ FLAT 3:1
1.6' BANKFULL DEPTH 1.1 FLA FLAT 3:1
3:1
I-12.0'-I
AS ANKFULL BENCH*
JCH*-- 29.6' BANKFULL WIDTH-- ~BANKFULL BENCH* AS
REQ'D REQ'D
14.8' - 14.8'
RIFFLE SECTION
LOWER REACH STA 107-F62 TO 119+70 _ _ _ _ _ Exisrwc GRADE 2.0' 22.6' 2,0' EXISTING GRADE
N TS 3:1 FLAT 16.0' FLAT 3:1
3.4' BANKFULL DEPTH + 2 9' FLAT 3'1 ~ ,FLAT 3:1 2.9 2:1 3.1
2:1
1.8'
AS ANKFULL BENCH*-- 143.9' BANKFULL WIDTH BANKFULL BENCH* AS 8.8'
REQ'D REQ'D
15.2' 28.7'
EXISTING EXISTING GRADE 2.0 36.4' GRADE XISTING
GRADE
3:1 FLAT 8:1 FLAT 3:1
ST AI H CTION
9 3.1' BANKFULL DEPTH 2 6° FLAT 3:1 LOWER REA HST 11 ® T0119+70
8:1
NTS
~7.8'~ NOTE:
g OUTSIDE MEANDER INSIDE MEANDER WHERE PLAN SHEETS INDICATE CONSTRUCTION
0
ON ONE SIDE OF CHANNEL ONLY BASE BANK
EXCAVATION OFF OF THE CENTERLINE. ~~`~`~Tp~
y~~
MEANDERING POOL SECTION ° ~ * REFER TO THE PLAN VIEW ON THE "SITE PANS
aZ ~m
o LOWER REACH STA 107+62 TO 116+50 AND PROFILE SHEET" FOR BANKFU~L BENCH
N TS WIDTHS.
PRE~IMI~IARY
NOT FOR CONSTRUCTION
'c PREPARED IN THE OFFICE OF: CLIENT: DaTE: PROJECT:
)W OF CARY 01 ~o7~oa
DRAWN BY:JIK WALNUT CREEK STREAM RESTORATION
3 ~ Kimle -Horn TOWN OF y ENGINEERING D PEV. Na: RENSION: ~ ONIE: ORI.NN BY: p1EGl(EO BY: :RING DEPARTMENT DESIGNED BY:
RTI. CARY, T CAROLINA
CHECKED BY:
p ~ and Associates Inc. TITLE:
~ ha a °cu~ ent, togethad olienthfor which tit w°s desi~~ ~ pre Rause of sand 'mpro er~reli ncet of this document ~dithoutl wr'tten P.O. ~X 33068 - RALEKa~-I, NORTH CAROLINA 27636-3066 ' TYPICAL CROS peci punpose an p d p CO ECTIO TSJ JOB NUMBER: SHEET NUMBER:
uthorizution d daptation byAg o~aa, fes,rlncnd QQSgociates, Inc., shall ba without liability to Kimley-Hom ova ns:o~~aies. PHONES [phone] FAX [phone] Inc. Co i ht ~Kimley-Horn and sEa~: 011775011 17 aF 24

E
E

E
m GENERAL PLANTING NOTES: WOODY VEGETATION PLANTING
TEMPORARY PLANTING WILL OCCUR IMMEDIATELY AFTER CONSTRUCTION TO
STABILIZE AREAS OF BARE SOIL PERMANENT PLANTINGS AND SEEDINGS SHALL Scientific Name X'-Remo~e;S'-Save;T-Trans Iant;R-Recrui a BEGIN IN SEASON OPTIMALLY BETWEEN FEBRUARY 15 AND APRIL 15. HOWEVER, Onsite t; R - Recruitment; L -Live Stake; BR -Bare Root Riparian Seed Mix
Existing
THE PLANTING SUPERVISOR SHALL HAVE FINAL SAY WHEN TO BEGIN PLANTING. ~ Sgecies Common Name Stream sank riparian parian iTpland Forest/Invasive ~JVetaa~~~ Scientific Name Common Name
Existing Removal
~e 2 & 3 Zone ~ gone 5 Zone ~ leersia oryzoides Rice Cut Grass 5
PRIOR TO PERMANENT PLANTINGS AND SEEDINGS, THE SITE SOILS SHALL BE canopy zone 1 Zone 2 sc 3
PREPARED FOR PLANTING. WHERE NEEDED THE SOILS SHOULD BE PLOWED OR Acer iregundo Ash Maple R R R S Juncos effusus Soft Rush 10
RIPPED TO IMPROVE COMPACTED SOILS AND ELIMINATE CHANNELIZED FLOW FROM Acer mbrum Red Maple T R R T R S B Panicum clandestium Deertongue 20
NON-TARGET AREAS. SOILS SHALL BE AMENDED TO FACILITATE VIGOROUS PLANT eetula nigra Ri~erBirch T T B Panicum uirgatum Switchgrass 50
GROWTH. EXOTIC AND INVASIVE PLANTS SNAIL BE TREATED AND REMOVED. Carya corclffomiis BittemutHickory B R B Vernonia noueboracensis ironweed 5
Carya ovata Shagbark Hickory T R 8 R B T B S B
THE SITE SHALL BE PLANTED BY THE ZONES DEPICTED IN THE PLANTING PLANS Celtis laevigata Sugarberry, Hackberry e g g B Nelianthus angustifolius Swamp Sunflower 5
SHEETS WITH SPECIES LISTED IN THE ACCOMPANYING PLANTING TABLE. Diospyros virginiana Persimmon e
B g B Eupatorium fistulosum Joe Pye Weed 5
R B
TREES AND SHRUBS SHOULD NOT BE PLANTED WITHIN THE EXISTING UTILITY Fraxinus pennsylvanica GreenASh T R B
EASEMENTS ONSITE. IF DISTURBANCE TAKES PLACE WITHIN AN EXISTING UTILITY Juglans nigra Black Walnut R S S R
EASEMENT, THEN THIS AREA SHOULD BE PLANTED WITH A PERMANENT SEED MIX. Liquidambar styraciBua Sweet Gum R Linodendron tulipifera Yellow Poplar T R B R B R B T S B B Temporary Seed Mix
B R B S B B
Nyssa sylvatica Black Gum B
PLANTING ZONE DESCRIPTIONS: (SEE SHEET 17) Pinus echinata ShortleafPine T R B R B Scientific Name Common Rate Seeding Window
Pinus taeda Loblolly Pine T R B R B S Name (Iblacre)
ZONE 1 - STREAM CHANNEL Platanus occidentalis Sycamore T R B R B s Secale cereals Rye 30 Aug 15 May 1
B Triticum aestitrum heat 30 Aug 15 May 1
THE STREAM CHANNEL ZONE INCLUDES THE STREAM CHANNEL FROM Populus deltoides Eastern Cottonwood L B German
BASE FLOW TO BANKFULL. Querous michauxii Swamp Chestnut Oak B
Querous nigra Water Oak B B T g Setaria italics Millet 10 May 1 Aug 15
ZONE 2 -STREAM BENCH Quercus pagoda Cherrybark Oak
THE STREAM BANK ZONE INCLUDES THE AREA FROM BANKFULL OUTWARD Quercus phellos Willow Oak B B B Urochloa ramosa 0 Rfillet P 10 May 1 Aug 15
AWAY FROM THE STREAM TO THE BANKFULL BENCH LINE (SEE PLANTING Quercus shumardii ShumardOak e B B T B
PLAN SHEETS). THIS ZONE MAY BE PLANTED WITH A COMBINATION OF Salix nigra Black Willow L B
B
BARE ROOTS, CONTAINERIZED PLANTS, AND TRANSPLANTS. Ulmus alata Winded Elm e
Ulmus amencana American Elm T R 8 R g g g Plant Spacing and Distribution
ZONE 3 -RIPARIAN Umaerstory Spacing # per 1,000 sq. Ratio
THE RIPARIAN ZONE INCLUDES THE AREA BEYOND ZONE 2 TO THE EDGE Aesculus sylvatioe Painted Buckeye T R B R B Feet On Center
OF THE FLOODPLAIN WHERE HYDROLOGY SUPPORTS PIEDMONT ALLUVIAL Alnus senulata Commona~der Zone ( ) feet Understory
HARDWOOD FOREST VEGETATION. THIS ZONE MAY BE PLANTED WITH A Aronia arbutifolia Red Chokeberry B Min. Max. Min. Max. to Canopy B
COMBINATION OF BARE ROOTS, CONTAINERIZED PLANTS, AND Asimina tnloba Pawpaw T R B R g 1 1.5 2 250 440
TRANSPLANTS. eacchans halimifolia Sileerling
B B 2 6 10 10 25 3:1 to 4:1
B 3 6 12 7 25 3:1 to 4:1
ZONE 4 - UPLAND Callicarpa amencana American eeautyberry R B 4 6 12 7 25 3:1 to 4:1
THE UPLAND ZONE LIES OUTSIDE THE FREQUENT FLOODING ZONE AND Caipinus caroliniana Ironwood T R B R B B 5 6 12 7 25 3:1 to 4:1
CONSISTS OF SPECIES ADAPTED TO MESIC CONDITIONS. THIS ZONE WILL Cephalanthus occidentalis Buttonbash T R B
BE LOCATED WHERE AN EXISTING MATURE FOREST DOES NOT ALREADY Comus amomum Silky Dogwood L 6 6 12 7 25 3:1 to 4:1 R B B
EXIST. Corylus americana Hazelnut T R B
Crateagus cros-galli Cockspur Hawthorn B
ZONE 5 -EXISTING FOREST~INVASIVE REMOVAL Crateagus flava October Haw B B B B
B
THE EXISTING FOREST/INVASIVE REMOVAL ZONE INCLUDES AREAS ON THE Hamamelis virginiana witch Hazel B
PROJECT SITE THAT HAVE NOT BEEN IMPACTED BY CONSTRUCTION AND Ilex opaca American Houy R B B B
HAVE EXISTING MATURE TREES. INVASIVE VEGETATIVE SPECIES IN THESE Ilex verticillata Virginia Wi~~ow T R B
AREAS SHOULD BE SELECTIVELY REMOVED WHILE PRESERVING THE Ligustnrm sinese Chineseprieet X X X X X
EXISTING NATIVE VEGETATION. REMOVAL OF INVASIVES WILL BE AS lindera benzoin Spicebush
INSTRUCTED BY THE PROJECT ENGINEER. REPLANT WITH ZONE 4 Ostrya virginiana Hornbeam
UPLAND VEGETATION WHERE NECESSARY. Rhododendron penclymenoides Wild Azalea B
Rhus glabra Smooth Sumac B
B
ZONE 6 - WETLANDS Rosa Carolina Carolina Rose
THE WETLAND ZONE WILL BE LOCATED IN THE PROPOSED WETLAND Rosa multiflora Multiflora rose X X X X X
AREAS ON THE PLANS. THE PLANTING WILL CONSIST OF A WETLAND Rosa palustris Swamp Rose B
SEED MIX TO BE SPREAD THROUGH THE AREA. Ru6us cuneifolius Blackberry B
B
~ PLANTING LIST REFERENCE: Sambucus canadensis Common Elderberry L o Sassafras albidum Sassafras B B B
~ Staphylea tnfolia Bladdernut B B
~ HALL, KAREN. 2001. NORTH CAROLINA STREAM RESTORATION INSTITUTE NCSU, Vaccinium corymbosum Highbush Blueberry
B
"RECOMMENDED NATIVE PLANT SPECIES FOR STREAM RESTORATION IN NORTH Viburnum dentatum SouthemArcowwood L B
a CAROLINA.° X-REMOVE; S-SAVE; T-TRANSPLANT; R-RECRUI ~ SMITH, CHERRI L ET AL., 2004, NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL R-RECRUITMENT; L-LIVESTAKE; BR-BARE ROOT
~ AND NATURAL RESOURCES -ECOSYSTEM ENHANCEMENT PROGRAM,
a "GUIDELINES FOR RIPARIAN BUFFER RESTORATION."
t~i)N MUST JSILITY PRCpt~gi
,0 T ~i pv' o FPS ~ 00
i
9 ao Zm z ~ 'J y
0
i H~tlNBYDUDI61 001!TPACr old-CAi]. t~l'1'~
1-BOD-632-4949
PRELIM NARY
NOT FOR CONSTRUCTION
U
'c PREPARED IN THE OFFICE OF: CLIENT: DA'r` PROJECT:
F CARY o~ ~o~~oa
DRAWN BY:JIK WALNUT CR STREAM RESTORATIO
3 ~ Kimle -Horn TOWN OF F y ENGINEERING flEV. Na: REN90N: DALE: ORANN BY: CHECKED BY: .RI G DATME T DESIGNED BY.
RTL CARY, T CAROLINA
CHECKED 8Y:
~ and Associates, Inca TITLE: 9 Thla document, together with the co epts and dpesigns p nted herein, as op instrument of seMce, is intended o I~for PLANTING
the speclFlc purpose a d lient for hlch it won0 Assoc'ate Reuln`'of ~a~nd be Pwithoutr liablltt to K mley-HOrn~t ndtASSOCiates,~ P.O. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068 TES TSJ JOB NUMBER: SHEET NUMBER:
outhorization a d adaptation b Kimle Horn s y a - Inc. Copyrl9ht Kimle Ho~~ a~~ nsso~~ iea m~., zoos PFiONE~ [phone] FAX [phone] sEA~: 011775011 18 of 24

v
a E
Y
E
5', m
E
a _ ~ ~ _ + + + + + +r + + -F -f + + + + v v v v v
+ + + G ~DDV
I - ~ 0 + + + + + + L + + + + + + + + + GG G.. V ~ ~ ~
+ 1- + + + + o n\ V + 1- + ~ + -F + + I- + + + ~ + + + +
N `J O ~ 0 ~ ~ + + + + + + + + + + + + + + + G ~1V~/v~
o - 0n ~ -fi ~ + + + + ~ 1 + + -r + N V ~ - + + + + -r + + + r + -F ~ + 1- + -r + G G vo~~
+Y+ ~ ,G VVVV
0 0 + + + + ~ ~ + + + + + +
a _ _ ~ ~ 0 ~ + + + + + + + + + a- + F 0 0 + a- + + GG 1~UVV
~ Cj 0 + + + ~ + -F + + + _ ~ - + + + + + + + + I~ + + JGG o~vy7 + + +
0 O _ _ _ ~ O 1 + + + + + + ( + + -I- r + F r + + F ~ G ~ G 0 0 0
~ ~ V 0. 'h' ~ T + + + + + -T + -I' + + O Z-~0 ~vvo
- - - 0 0 + + + - - + + 0 a 1 ~ + + GG W vo~o + + + +
+ + + + G ~ V V V v ~
0 + + + + + + + + + + + + + + + ~ ~~G w- 0 oov~ ~
_ 0. ] + + + + + + + + + + + + + + + + G~ o~~v ~ ~ + + f}++ _ GG _ ~ o v
- - - _ U . C~ ~ ~ + + + + + + + + + + + + ~ , C~ C_? + + + + + + + ( + + + ~ + +
+ + + + GO C~ vvvv
- - - ,u~ ~ ~ + + + + + + + + + + + + + U 0
_ ~ 0 ~ + + + ~ + + + + + + + + + + + > ~U vvoo t.~++ +1+ ]GG ~ G_ v v o ~ ~J
_ _ _ ~;ii~ ,viii ~ ~ a + + ~ + + + + + -F -F + + G V -I- -I- - + + + t + + +
_ _ ~ + +T+ + + + + + + + + + ~L ~L ^ V + + + + + + + + + + -i- + + + + C_> F=AG ~~oo
_ _ _ ~ ( ) ) + + + G ~ - O v v o + + + +
+ + + + ~G~~ G 0000
~lll~ ~ ~ ~ + + + - + + + + + + + + + G G oo~o
V O - + + + + -I' T + + + + + O O _ + + + + 0
+ + + +
~ ~ + + t + ~ + + + + + + - - r. ~ ~ ~ 0 + + + ~ G ~ ,-vv~ v
0 O -i- ~ + + ~ + + -I- + + + + + GG G 0000 + + _
O O - - + + + + + + + + + + + + + G G~7~~7G~
O + + + T -I- "I- T 1 1~ + -I- T' + r ~ n n
~ CO ~ N ~ ~ N ~ ~ ~ Q LL
Q w O
W W W W W W W w W W W
z z z z z ~ z Z z z z QoW
0 0 0 0 0 o ~ O O O O _ N N N N z W
N N N N N ~ N
W ~ ~
~ ~ Q OOw
9
50 50 50' 0
~ O D p ~ po
a ~a$
~ a a o

a
0
I
z
w
~ ~
W W W W W w w w Q w
z W z z z z ~ i z zN z~ w z~ wQ
~ co r~ N z 0 0 0 0 0 o o Jz o ~
- o N N N N N = ~ N N O O N Q
N W
VARIES VARIES VARIES VARIES VARIES ARIES VARIES ° VARIES w o
z z w w
STREAM O ~ OD
~ -
o W ~ ~
Z ~ z cn ~ Q W z ~
~ ~ Q w ~
W -I ~ W ~ ~ ~
~ ~ WW w
o ~o O
s LL Q
~ W 3 ~ w
~ ~ z- Musr ~t~urr
- cn r
l ~ ° o
a ° ao °ym z ~ 7 y
Xo 0 W ~
I ~~1
0 j"g~~9
0
0 N
N PRELIMINARY
Y d
d L U NOT FOR CONSTRUCTION
°A'~` PROJECT;
c PREPARED IN THE OFFICE OF: CLIENT: 3 ® i
OF CARP o~ ~o~~oa DRAWN BY:JIK WALNUT E STREAM RESTORATION
0 GIN RI ARTMENT DESIGNED BY:
0 ~ TITLE: RTL CAR, CAROLINA
a REV. No.: REVISION: DAlE; DRAWN BY: CHECKED BY:
~ ocument to ether with the conce is and desi ns resented herein os an instrument of service is intended onl for Thls d p pp the s ecific ur ose and client for which it was re9ared. Reuse of and improper reliance on this document without written P.O. BOX 33068 -RALEIGH NORTH CAROLINA 27636-3068 q CHECKED BY: II I ® JOB NUMBERS) SHEET NUMBER:
authorizationpand ada tation b Kimle -Horn andpAssociates, Inc., sholl be without liabilit to Kimle -Nom and Associates, '
- Inc. Co i ht Kimle Horn and Associates, Inc., 2008 Y Y PHONE [phone] FAX [phone] PYr 9 Y sEgL: 011775011 19 of 24

a E
Y BARE ROOT/CONTAINERIZED VEGETATION LIVE STAKES PERMANENT SEEDING SPECIFICATI®NS
1. General: 1. General: 1. General:
m
In order to establish vegetation in restoration areas, such as bankfull benches and Live stakes are to be installed on exposed stream banks to bankfull elevation of the designed the designed Permanent seeding will be used in combination with woody plantings onthe up-slope
slo es bare root and containerized ve etation will be lanted as shown on the laps or stream. The Piantin Su ervisor reserves the ri ht to re'ect an "stakes" that do not meet the P~ g p p g p g J Y not meet the side of the riparian areas and down to the bankfull elevation. Permanent seeding will
I r iced in the S ecial Conditions. above mentioned criteria. The Contractor shall re lace re'ected work at no additional cost tc ;ional cost to the occur in conjunction with temporary seeding where applicable. This mixture will also be
o equ p p J
N owner. used in any terrestrial (areas not inundated) riparian areas that have been disturbed by
0 2. Materials: N construction; designated as wetland and/or riparian enhancement; or as directed by
2. Materials: N Planting Supervisor.
7 Initial vegetation material will be provided by the contractor. The contractor is
a .ased from 2. Materials:
res onsible for correct) installin and maintainin ve etation material. • Live stakes are to be dormant (cut fall or winter) and gathered locally or purchased from p Y g g g
commercial su plier. P
Ve etation material will consist of bare root trees and/or shrubs and containerized trees • Stakes must be fresh) cut with side branches removed but with bark intact ensure that th g Y ~ ( nsure that the A riparian seed mix at the rate of/4 lb per 1,000 sq ft or 101bs per acre shall be used for
and/or shrubs or other lams. Container material will be in quart, anon, and bark is not stripped during the cutting, preparation, or installation of the stake). seeding. The table labeled "riparian seed mix" lists an herbaceous, permanent seed
P g
three-gallon plastic containers. • Cuttings are to be collected using a saw (not an ax). mixture.
3. Pre oration: 3. Preparation: P 3. Preparation:
rst be cut square On sites where equipment can be operated safely, the seedbed shall be adequately
Planting should take place in late winter /early spring.. Immediately following • One end must be cut at an angle for insertion into the soil and the other end must be cut sq~
.delivery to the project site, all plants with bare roots, if not promptly planted, shall be for tamping. loosened. Disking may be needed in areas where soil is compacted. Steep banks my
• ttin m k fr h an m ist rior to installation. heeled-m in constantly moist soil or sawdust m a manner consistent with generally Cu gs ust be ept es d o p require roughening, either by hand scarifying or by equipment, depending on site
acce ted horticultural ractices. • Cuttin s must be re ared from 0.5 to 2-inch diameter stock and a roximatel 2 to 3 feet p P g P P pA Y y 2 to 3 feet in conditions. Planting Supervisor will determine condition needs onsite. If seeding is done
length. immediately following construction, seedbed preparation may not be required except on
While )ants with bare roots are bein trans orted to and from heelin -in beds or are P g P g ~ . compacted, polished or freshly cut areas. If permanent seeding is performed in
being distributed in planting beds, or are awaiting planting after distribution, the 4. Installation: conjunction with temporary seeding, seedbed preparation only needs to be executed once.
contractor shall protect the plants from drying out by means of wet canvas, burlap, or
straw, or by other means acceptable to Planting Supervisor and appropriate to weather • Install stakes the same day they are prepared. 4. Installation:
conditions and the len h of time the roots will remain out of the round. • Start the installation nearest to the stream and work up the bank/floodplain. ~ g
• Cuttings must be installed right side up with the buds pointing upward. This mixture shall be planted in late fall in combination with the temporary seeding
4. Installation: • Cuttings should be tamped into the ground at right angles to the slope and angled downstre led downstream. operation and woody plant installations. Seeding should be done evenly over the area
• They are to be tamped into the ground for approximately 4/5 of their length. using a mechanical or hand seeder. A drag should be used to cover the seed with no
Soli in the area of shrub and tree lantin s shall be loosened to a de th of at least 5 •Cuttin s that s lit or become "mushroomed" must be re laced. p g p g P P more than 1/2 inch of soils. Where a drag cannot safely be utilized, the seed should be
inches. • Stakes should be installed in a random configuration to prevent gullies and promote a morf smote a more covered by hand raking.
natural effect inthe re-vegetated area
Bare root ve etation ma be lanted in a hole made b a mattock dibble lantin bar
g Y p Y ,p g
r m an a R k h 11 SHRUB AND TREE T NSPLANTS or othe e s pproved by Planting Supervisor. ootstoc s a be planted m a
vertical osition with the root collar a roximatel '/2 inch below the soil surface. The 1. General: P PP Y
planting trench or hole shall be deep and wide enough to permit the roots to spread out
and down without J-rootin .The lent stem shall remain u ri ht. Existing site vegetation may be used to augment plantings. Transplants may only be taken fi y be taken from
g P pg
disturbed areas.
Soil shall be replaced around the transplanted vegetation and tamped around the shrub
ri 1 or tree firmly to ehmmate air pockets. 2. Mate a s.
Ve etation to be trans lanted will be identified b the Plantin Su ervisor. Shrub and trees 1 g P Y g p ~b and trees less
than 3 inches in diameter shall be salvaged onsite in areas designated for construction, access .coon, access
areas, and other sites that will necessarily be disturbed.
3. Preparation:
Trans lanted ve etation shall careful) be excavated with root balls and surroundin soil P g Y g Zing soil
remaining intact. Care shall be given not to rip limbs or bark from the shrub and tree transpl tree transplants.
Installation: 4.
Vegetation should be transplanted immediately, if possible. Otherwise, transplanted vegetati lted vegetation
shall be careful) trans orted to desi noted stock ile areas and heeled-in in constant) moist tautly moist soil
Y p g P Y
or sawdust in an acce table manner a ro riate to weather or seasonal conditions. The solid p Pp p s. The solidity
of the plants shall be carefully preserved.
Installation of shrub and tree transplants shall be located in designated areas along the stream ig the stream
~ bank above bankfull elevation or in flood lain restoration areas as directed b Plantin o p Y g Z anting
Supervisor. In areas of compacted soils, the soil in the area of vegetation transplants shall be W ants shall be
' loosened to a de th of at least 1 foot. Trans )ants shall be re lanted to the same de th as the P P A P depth as they
% were on inall owin .The lantin trench or hole shall be dee and wide enou h to erm lugh to permit
g Y~' g A g P g P
° the roots to s read out and down without J-rootin .The lent stem shall remain u ri ht. P g P Ag upright.
s
3 Soil shall be replaced around the transplanted vegetation and tamped around the shrub or tree shrub or tree
firm) to eliminate air ockets. ,~,ON MUST ~t~t.lry p~
Y P s N
I o J ~ y -d
° Spacing of vegetation transplants will be determined onsite by the Planting Supervisor. CVlsor. a ~ ~
U O
I B&+ORBYOUDI01
c 0 CGtNTA(.T~
0 L
0 N
PRE~MINARY
Y 01 NOT FOR CONSTRUCTION
L U
c PREPARED IN THE OFFICE OF: CLIENT: DATE: PROJECT:
3 IN OF CARY o1 ~o7~os
DRANM BY,J~K ALNUT C EIC TEAM RESTORATI
0 r RING DEPARTMENT DESIGNED BY:
~ ~ RTL CA T CAROLINA
a TITLE: CHECKED BY.
c REV. No.: RENSION: DATE: DRAwN BY: CHECKED BY. % 0
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for ~ the specific purpose and client for which It was prepared. Reuse of and improper reliance on this document without written P.O. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068 JTI TES TSJ J08 NUMBER: SHEET NUMBER:
authorization and ado tation b Kimle -Horn and Associates, Inc., shall be without liabilit to Kimle -Horn and Associates, Inc. Co i ht Kimle Horn and Associates, Inc,, 2008 y y PHONE [phone]® FAX f ) 677-2050 PYr 9 Y sEA~: 011775011 20 of 24

a~
E
Y
120' 2
m ANGLE E 3
a
M N 6 1o TREE STRAP
E STRAP
I 1 SHOVEL EDGE -CONTRACTOR TO PROVIDE 2 TREE GUY WIRE - 0 0 E GUY WIRE -ADD TURNBUCKLES IF ~ESSARY TO STABILIZE TREE
o SMOOTH CONTINUOUS EDGE AS SHOWN ON PLAN NECESSARY TO STAE N PLANS. SEE DETAIL THIS PAGE.
Q TREE GUYING STAKE E GUYING STAKE
2O SHRUB PLANING c°v ®WARNING FLAG WING FLAG
3O GROUNDCOVER PLANTING 5 0 ROOTBALL: )TRACE: MESH TREE SHELTER
rn a' ® 3" MULCH LAYER ~ -IN SANDY WELL SET TOP SU FACE E SANDY /WELL DRAINED SOIL CONDITIONS: 24"-30" TALL TOP SURFACE ELEVATION OF ROOTBALL
Q 6" DEPTH TILLED/AMENDED SOIL PER FLUSH WITH FINAL E SH WITH FINAL EXISTING 3" DIAMETER
SPECIFICATIONS. -IN HEAVY CLAY / / CONDITIONS: SET T HEAVY CLAY /POORLY DRAINED SOIL IDITIONS: SET TOP SURFACE OF ROOTBALL SUPPORTED BY TWO
© ROOT BALL 1/4-1/3 ABOVE FIN -1/3 ABOVE FINAL EXISTING GRADE. 3/8" DIAMETER
L CONDITIONS: -IN SANDY /WELL DRAINED SOI 'THEN SAUCER AND 8' TALL BAMBOO
T LL © EARTHEN SAUCER .SET TOP SURFACE ELEVATION OF R00 BA STAKES
2 FLUSH WITH FINAL EXISTING GRADE. ~ Q 3" MULCH LAYER MULCH LAYER I / USE IN RIPARIAN BUFFER
7 -IN HEAVY CLAY /POORLY DRAINED SOIL ®EXCAVATE PLANTING AVATE PLANTING PIT TO 3 TIMES THE WIDTH / / / ZONES 3 & 4
CONDITIONS: SET TOP SURFACE ELEVATION OF OF ROOTBALL (8' MI 5 3 ROOTBALL 1/4 - 1/3 OF ROOTBALL ABOVE SHOWN. SCARIFY S ROOTBALL (8' MIN,) FLARING SIDES OF PIT AS / I I )WN. SCARIFY SIDES OF PIT SO THAT THE
FINAL EXISTING GRADE. 1 SIDES ARE NOT SMC .S ARE NOT SMOOTH OR GLAZED. EXISTING GROUND
8 7 EARTHEN SAUCER 2 Og BACKFILL WITH SOIL ;KFILL WITH SOIL PER SPECIFICATIONS
0 4 4 10 REMOVE TOP 1/2 OI IOVE TOP 1/2 OF WIRE ROOT BALL BASKET
®EXCAVATE PIT TO 2 TIMES THE WIDTH OF 1 ROOTBALL. SCARITY SIDES OF PIT SO THAT 5 OR ROOTBALL STRAI ROOTBALL STRAPS. REMOVE ALL SYNTHETIC TREE SHELTER
SIDES ARE NOT SMOOTH GLAZED. STRAP MATERIAL FR / 3 6 AP MATERIAL FROM ENTIRE ROOT BALL.
11 REMOVE TOP 3 4 0 IOVE TOP 3/4 OF BURLAP ROOT BALL NOT TO SCALE BERING. REMMOVE ALL SYNTHETIC COVERING
90 BACKFILL WITH SOIL PER SPECIFICATIONS 7 COVERING. RE OVE FROM ENURE ROOTE m - _ IM ENTIRE ROOTBALL.
VII- 10 LARGER B&B MATERIAL• - _ _ _ ~ _ _ Q PLACE ROOTBALL OI .CE ROOTBALL ON SOLID SUBGRADE -NOT
ALL BASKET -III LOOSE BACKFILL MA _ = -REMOVE TOP 1/2 OF WIRE ROOT B 13 "I - ISE BACKFILL MATERIAL
~ I ~ g OR ROOTBALL STRAPS. REMOVE ALL SYNTHETIC 8 STRAP MATERIAL FROM ENTIRE ROOTBALL 13 UNDISTURBED SUBGI 0 )ISTURBED SUBGRADE 1/2 - 2
12 6 g FLAT TOP END
6 -REMOVE TOP 3/4 OF BURLAP ROOT BALL 12 COVERING. REMOVE ALL SYNTHETC COVERING 10
ANDSCA BED LAWN FROM ENURE ROOTBALL NOTES: i ES: - ~
g 11 2EFERENCE SPECIFICATIONS FOR
11 11 CONTAINER GROWN MATERIAL: REMOVE ENTIRE 1 1. REFERENCE SPEC O ALL SOIL PROCEDUR 11 CONTAINER FROM AROUND PLANT PRIOR TO SOIL PROCEDURES. ~ GROUND
6 PLANTING. SECTION 13 LATERAL BUD q ~ II SURFACE
12 PLACE ROOTBALL ON SOLID SUBGRADE, NOT
9 LOOSE BACKFILL MATERIAL
SEC110N 13 UNDISTURBED SUBGRADE 0 GUYING DETAIL ICAL TREE PLA IG TY 1 DETAIL BARK RIDGE
in
I HTS AT PLA T1G F 12 20 THE _A T1G) ~ ° SIDE BRANCH
SHRUBS AND GOUNDCOVER CAPE BED NTI G ETAIL ICAL LANDS TYP REMOVED N
NOT TO SCALE NOT TO SCALE ~ II
I ~t ~ II
f1 0
V
LOW SEASONAL
t~ CROWN OF TREE IS NEEDED FOR LEAF WATER TABLE
y GROWTH TO PRODUCE OXYGEN, FILTER D SOFTEN NOISE THE AIR, REDUCE WIN , 45° TAPER
AND PROVIDE BEAUTIFUL APPEARANCE. DO NOT DISFIGURE CROWN WITH BUTT END
~ INSENSITIVE PRUNING!
LIVE STAKE DETAIL
f NOT TO SCALE
~ DRIPLINE j / ~r~
~,j/~ i
' ~ ~ ~--EXISTING TREE , I ~ ,~~n ~ ~ ~ INSTALL WOVEN COIR FIBER MAT
I , OVER SEED OR SOD
~ PLAN ESTABLISHED PLANT SHOWN P}. FOR INFORMATION ONLY
o
f I ~ STRUCTURAL ROOTS INSTALL SPLIT 2" X 4° X 30"
~ STRUCTURAL ROOTS LOCATED DEAD STOUT STAKES PER SPECIFICATIONS o`
I! I FEEDER ROOTS NEAR BASE OF TRUNK ARE `C' FEEDER ROOTS ARE LOCATED NEEDED TO GIVE SUPPORTD TO OR STAPLE PER MANUFACTURERS REQUIREMENTS
AT °DRIPLINE" OF TREE ENTIRE TREE. IF REMOVE E ELEVATION TREE CANFAIL AND DAMAG (IF FIBER MAT USED) 0
DRIPLINE--- AND PROVIDE TREE WITH PROPERTY.
I MOISTURE AND NUTRIENTS. SEE NOTE 2 & NOTE 4 3' MIN. STAKE SEE NOTE 1 & NOTE 4
I HEIGHT ABOVE PLANTING TO TOP
~ PROTECTIVE BARRIER-- I GRADE OF RIP RAP (TYP) o•
v - ail s TREE PROTECTION DURING CONSTRUCTION ~ ~
~ ~ h ~--I-- 1. DO NOT COMPACT SOIL BENEATH TREES. NO VEHICLE SHALL BE ALLOWED TO PARK
z UNDER TREES. NO HEAVY MATERIALS SHALL BE STORED BENEATH TREE E TREEULTS OF COMPACTION CAUSE WATER AND AIR NOT TO REACH THE ROOTS AND TH o ~-1.- ~-,_r.~, ~ WILL DIE. THESE FEEDING ROOTS OCCUR WELL AWAY FROM THE BASE OF 30" LIVE CUTTING (DORMANT) EXISTING
~ f~~~J ~ w V ~ i, ~ I ~ THE TREE TO THE EDGE OF THE OVERHEAD BRANCH CANOPY. DAMAGING GROUND
I i ~ _ I ~ ~ ~ THE BARK WITH LAWNMOWERS, CONSTRUCTION EQUIPMENT, OR ANYTHING ELSE o IS PROHIBITED. APROTECI1VE BARRIER SHOULD PREVENT DAMAGE FROM NOTE:
OCCURING DURING CONSTRUC110N. 3° IF USING 9NOVEN COIR P~ FIBER MAT, INSTALL
~ 2. NO CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE
I NOTE: o L BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A TRUNK. THESE ARE ESSENTIAL IN SUPPORTING THE TREE AND HOLDING IT TREES TO BE SAVED WIL UPRIGHT IN HIGH WINDS. REMOVAL OF THESE ROOTS ALONG ONE SID NG LONG STRAW MULCH
~ PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE. OFTEN DONE BECAUSE OF A WALK, PAVING OR BUILDING WHICH IS BEI BENEATH MAT. s~oa Musr
~ DRIP LINE -THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO CONSTRUCTED. j THE TIPS OF THE OUTERMOST BRANCHES. ~'(ILITY pR~~
3. AVOID CUT AND FILL WITHIN DIAMETER OF TREE CROWN DURING EXCAVATION. 0
~I CTION DURING CONSTRUCTION OF TREE PROTE METHOD EARTH ~ r~~~ W LIVE TAKE ( )
o RING CONT CTION 0 F TREE PROTECTIO DU METH NOT TO SCALE NOT TO SCALE a ~ y m
~ NOT TO SCALE
0 Bffi+ORBYW DI01 OONTACf Old-GAIL CBIV'1'BB
c 1-800-632-4949
0
0 0
N d PREL Nl f~ARY
Y NOT FOR CONSTRUCTION
N L
U DA's` PROJECT;
~ T OFFICE OF: CLIENT: ~ PREPARED IN NE o ® C OF GARY o~ ~o~~oa
3 DRAwN BY.JIK WALNUT CREEK STREAM RESTORATION
0 31N DEPARTMENT DESIGNED BY:
~ ' RTL CARP, TH CAROLINA
o TITLE: CHECKED BY:
c REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: a
~ This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for _ rl ETAILS TSJ JOB NUMBER: SHEET NUMBER:
the s ecific ur ose and client for which It was repared. Reuse of and impro er reliance on this document without written P.O.80X 33068 RALEIGH, NORTH CAROLINA 27636-3068 P P P p rization and ado tation b Kimle -Horn and Associates, Inc., shall be wit out liability to Kimley-Horn and Associates, _ 677_2050 autho p ~ PHONES [phone] FAX ( ) SEAL: 011775011 21 of 24
Inc. Co i ht Kimle -Horn and Associates, Inc., 2008 PN' 9 Y

.o E
Y
E
- 5, m
- E
a 0 0
N
~ C7 i°
O ! ' O 1 ~ _ _a
N i
O ~ N ~ -r
m E
pv 7 t~, ' ~ I
Q _ C I
I
~ti A -a i ~ ' I j ~ ~ -
I
r-~ u
I I ~ ~ d~0 ~ 0 ~ ~
i. , c> ,I ~ - ~ ~ 0 0
~ j tw, ~ r E ~ ' ~
_ _ s r> . ~ ~ I J
_ ~ A iy / - ~ ~ , ~ r - ~
II j I it _ - . _ ~ ~ . ~ ~a ~ l ~ , ~r
~ ~ i ~ I~ I ~ ~ ~ . ~ ~ - - _ .J:.:w. _r s ~ t I ' I n _ .r _ i i ~ r I
.I r v~ I //,J r' K n Ui ei. t - _ (1~ ~ ~ ! , i , ! ~ ur. ~ . s~ - / - 11
~ ~ ~ i I - - ~ ! n _ _ ___~1 m~~., ~~~0~~
G ~ _ _ _ _ _ ~ - _
, . ~ 0 D O ~ ~
~ ~ ~ ~ j . ~ _ _ _ - - _ . .J 1 ~ ~ ~ - t r 1 z _ _ _ _ _ _ 0 . . _ y ,
~ ~ _ _ _ I v~ r,,, ~ ~,~;q ~ -
I i ,a t, - ~ ~ + f~ , r ~.I;~ ~ SSIPATQR ~ c.---~ i ~ - - + T is I _ r
c----r- _ _ _ ~ ~ ~ ~ I ~ ~ it l ~ IN ~ t -
<< ~ I ; ~ ~ P. c~.. i ~ ~ ~ ~ _ 4' - ~
+ -i / , r i , ~ , - _ , -
. i, -
ii-
_ ~ - rS ~
_ .
~ ~ F ,1, , ~p
i ~ e i !lt + L. _ + _ _ F
I ~ i ~ t I c i I _ i s, i a n - I, , .t DO + + PLANTING LEGEND _
~ i ~ 1 ii } ~ s! i. C. i l~: I SI t.P I 11~ ~1..,%../ ~ d ~ + + + +
. r~ - w.~~ - ~ ~ ~ f i `h~ + ~ ~ + + h + + + + + ZONE 1 -STREAM CHANNEL
I ~ T ~ ~ ~ I' ~ ` :.h I~ ~`n I ~ 1 1 y A ~*F f ~ ~ ,
i iii i ~ v~ ~ ~ ,i ~ -f- i~~. -F. i-'.-~- I i i ~ + ~ I I i ~ - ~ = + ZONES 2&3 -RIPARIAN
p I ~ A ~ u ~ ~ ~ + ~ - I{I ill \ DROP 60X 70 +`~t. ~ + r I
~ - I ~ i'I \ REPAIR Cl~LVtRT I + ~ + ~ -~J i ZONE 4 -UPLAND
- ~ , ~ Ali ~ ~I I ~ ' ~ c + ~ + , ~ I~ ; f ' ~
I ~ + ~ + 103+0 + / ,I, f~ is ~ J / , ~ ~ ~ z~ ~ ~ + , ~F _ ZONE 5 -EXISTING Ec ,
i ~ ~ ~ i ~ i ~ 1 11 ~ + I + + ~ s f r ~ ztt r , 1. ~ , ~ r 1 j% FOREST/INVASIVE REMOVAL
u 1 i r~I ! E A ~ ~.vr y., ~ _ + ' - l ; -
c. ~ ~ I . ~I { I I , / ' . 1, _ r } ~ f ~ E""~ ~ r~ 4 ~ % I~ ZONE 6 -WETLAND AREAS
~ . ~ \ . 4 j I r 1 t f 1;.,.
1 r ' - ' { I I r , ~ 1 -
i ~ ~ I ` ~ ! - - ~ ~ -c" - - i r.____ _ , r ~ '
~ FFE=454.28, V q ~ r i ~ 4..
r i ~ ' ~ ~ A ~ ~ ~ - _ ~ i A ~ ~ ~ E _ - - - o ~ ~ - ~ . t':
i 7 ' ~ / r a I r
~ . ~ i ~ I i v ~ s - - I ~ ~ ~ ~ FFE-454.04 . - 5 4 i
: , - , - i
I - - I I _ - - _ _ Q ~
- i I- i _ ~ , a ~If i / ~ ~ r~v
w APARTMENT ~ ' _ . ~ - - ~ ~ _ - ~ - T ~ . , -
BUILDINGS ' , ' _ . _ ~ ~ - _
-
i-~r!~; . , . Q I APARTMENT ~ ~ ~ ~ - _ ~ ~ u ,
~ ' BUILDING ; , , _ ~ - _ . f ~ ~ ~ ~ - . ~ ~ ~ _
- ~ ~ - ~ ~ - ~ - , , ~ _
. _ _
I ~ t FFE=454.04' ~ ~ _ _
, r . ~ U
3 I 1 Q
- : , ~ _ . 1~
a ~ t ~ _ i ~ -
o. i _ _
z i= i -
z a J ( 'v
d ~ ~ ~
0) I ~ - v. - o ! q
O
~ i
rn 3 MUST q~
i
o ~ o Fcr ~
I ~ ~y~~~~Jj Ill TY PR~, gi ,o J~ y-1
°o i ` J ~Z ym ~ Y
U O ~ I i ' t`
1. BBPOBBYOITDI(i!
c e i f 0 CONTACT ONiS-CAILC~iIffit 1-80D-63?r4949
o I
`o ~ E N
m 3i~ 0 15' 3~:-~~ PRELIM MARY
Y N
U ® NOT FOR CONSTRUCTION
a+ 'c PREPARED IN THE OFFICE OF: CLIENT: DA's` PROJECT;
3 OF CARP 01 ~07~°$
DRAWN BY:JIK 1NALNUT CREEK STREAM RESTORATION
0 RI DEPARTMENT
~ ~ DESIGNED RTL CARP, ORTH CAROLINA
~ TITLE: CHECKED BY:
c REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: /a t e conce is and desi ns resented herein as an instrument of service is intended onl for '
Thls document, together with h p g p y ~ the s ecific ur ose and client for which it was repared. Reuse of and improper reliance on this document without written P,O, BOX 33068 -RALEIGH NORTH CAROLINA 27636-3068 LAN TSJ JOB NUMBER: SHEET NUMBER;
authorizationpanpd ada tation b Kimie Hom andpAssociates, Inc., shall be without liability to Kimle -Horn and Associates, ' Inc. Co i ht Kimle PHorn and Assocla es, Inc., 2008 y PHONE [phone] FAX [phone] sEA~; 011775011 22 of 24
Pyr9 Y-

a~
E
s
E
- s; m
E a
0 0
N PLANTING LEGEND
I ro i
O I + + + + + ZONE 1 -STREAM CHANNEL
N 3 ( ~ i
o I - ' N ! ZONES 2&3 -RIPARIAN
? ~ ~ it I's a,, ~ ICI
! ~ ; ~i~ ill , ~ i 1 I,1 ~~.~~;t ZONE 4 -UPLAND
~ ~ ,I , ( ~ 9 - f 4
1 I :,:.-t_._ - ~ vliic ~ - ZONE 5 -EXISTING
~lll ;ii FOREST/INVASIVE REMOVAL
i;l ' ' ,m~ - r7i~ ' ZONE 6 -WETLAND AREAS
i ~ _ u . ~ l,l
D D D D D D D D i~! ~I~
j P S N TL D APLE AVENUE I? D D D D ~ ~ ~ ~ ~ _ ;,I ,
~ ~ - _ _ - °~t'~, I D ~ ~ D D D D D D 'iii .
i 1 11 ~ ~ ~ij1
r D DDDDDDDDDD
~

- D _D- D _D D D D D D ,-D-~D C7 D D ~fD~ D D D,D' D D ' !I ~ j ' ,I,
D~DDDDDD~~7DDD,D.~DQDD,,-DDDDDDD ,~i ~ 5
D D D ~ DDDDDDDD- D,;; D - , ~ _ M_ _ _ - _ ~ - ~ 2. ~ , ~ 't
' y _vr IJ DDDDD 4,, b D D-D_-~,D D D~ D__~.-QD--D D~7 D D D D D D~~ v' .f~F~ . ' - i;, i i .r.,i~~_ -,i ~ ~ ~ ~ 0 0
r DDD~~~~DDDDDDD~Q;."D DDDDDDDDDDDDDDODDD;DO--DDDD"DDD~7;D r-' , i p
.n ~ D~I:D D D D D D 0' D D D D D D D D D D D D D D D D ~7'~ D D °DD DD_-DD D 0 D DD D D D ~ ' ' ~ r Y . , ' 1~'. ~ I
~ D DaaD D D D D D D D D Q D D D D D D D y' D_~ D !D D D D D D D D D D; D "D D D D D D D w i
v; . , r ! ~ _ D D D D D D D D D D ADD D D,~ D D D ~7~7 ~I,~~ D D D D D D V`'D'~~"D D D`D-~O DOD D D D D D D~D
_ , . D,DDDD~,~DDIDDDDDD..DDD-"D.:_~D.D_ODDDDDD\bGD~~ ~70~a~DDD'
~ , - ~ ~~s,. DDDDD~,'D ~7 0~0~''~~~0~ ~00 U" v 0 ~'y~~DC _ c,`` ~ ~ ~ ~ ~ ~ ~ 0 0 0 ~ ~ 0 D-~~~ ,k7 ~ ~
s ~ D D ,0 D D .;~r~~D D D D D D D D D D D O D D D` D D 0 D D D Q;'D D D,D D D~,O
- , D~`~D D D D O q~ DAD D D D D D D D D D D D G' `D D~ ~D D Q' D D D D D D D D~ D/ DI D,D D D D,~'D D w_~ , Y _ , , - ~ \ - .
0 D D _ , ~ D D D~ D D D D D D D D D' D~D-D D D D D D'D-~ _0 D O°D D. D' D D D D D'D D ~D D D D" D-D D~,~ D ~ - 8 { ~ ° _ c ,i , ~ , ti r, r ~ ~ - v o~pooooo00000000`vaoooocro'ooobooo
~fl ' ~ ~ ~ _ - - - _D D D D D D D D D D D ;DDDDD - D D D D D D D D D D D D D D D' ,D Q .;,D -DDDDDD _ . , + ~ r. oo~~~o._~_,ooooaooooo~~ooooooodQ~o~'vooo~
M,~ ~ DDD~DDI~DDDDDDD;~DDDDDD°DDDDD~7'-D.,DDDDDDDDDDDD'J , oooo~ooooooooo:~ooQOOaoooo 1;.000000.0
yy : ~ _ _ - "i _ r~ - D D DR D D D D D ~ D D D ~7 D D D D D D ,D D D D~~D 0._D D 0_ D :DAD D D D D ~ooooooo-~~.ooogoo~too'oo~,ooo~c?,o~~ oo`o~.
,..DDDDDDDDDD; ~ i_I, _ , , y ~ v ~ a - ~ D D D D U`~ C7 D D~~D D D D D ~rD D ,D ~_D ;D D DDD ~ D D D D D`Of~D-D-: o,o,~~-,~voo~t~o,,o~a~.ooo~~ooo;'.v~, o~~,ooooo;b~
;F'r.. + DDDD,rDDDDDD;DDD ~ - + - DDD DDDDDDDD ~oooooooo~~`~aoooooo~ooo~ ~~,~%~~ooo~o~oo
t+ ,,°~?D DVDDDDD~~DDDO~D ~~___N ~ ~ ~G~ r~ ~ DDDDD~DD'D!DDDDDDD _ _ D- D D D ~ D D D ~ D D ~D D D D D D D D D
- - ; i _ s ~ F, ~ ~ ~ - t~~Y _ ~DDDDDDDD,D,D~~DDDD f } + t~; _ ~ D,'D D D D ID D D D D D .DDDDDDDD; -D~Y~D D D o,~oooooo~~ooooo.oo-oooae ~oooooooG
, ~ , ' z r.': r...D-; D ck' D DEP~S~J ~ ~TL~o : DiEDNID ~E~ L,~ D D D O-D ~ - v~<ooooo~ooooa,oooQo.~oo'b~~oaoo,.o-b~ooo
~ l v~.: ~ ~ f\ ~ t l+ t;~ , _ „ ~ ` ~ D D D D D D D D _ ~ D D DiD D D D
' f 1 ` x DDD-DDD ~ ~ ~ ,~.~r D D D D:D~D D D D D D D` . , . , ~ _ DDDDDDD,DDDDD
f.\1 DD~7 D D D D D D,D D D ~:,D D D D D PRSSDo L -HI T ~W~~ ~ ' ~ . \ ~ - - ~ , ~ ~ ~ o coo- . D D._D D D, D D D- _D
.r D~ D D D D° D- ' ~7' D D D D D D D D D D - - ~ ~ ~ - DDD D \l ~oooo~~oo~oo~~~o~_a~,~~oooo~~ ~o~o~~ooooo~~P~~P~~w~r~~
„ + \ ~ ~r.,, _ D `',D J\/`~JDD _ DDDDDD D,.D oaoo.ooaaoo~oao~~`ooo.._., ~~°~E~~
,n + _ E D D D D D D D D - ~ t~ ~ 0 ~~s~ ~ O O O Q ~ ~
, , , w X11 - DDDDDDDD_~D__D.._-._ r ~ ~ _
o ~ w r ' T + _ o ,
~ h ~ i ~ i r + 1Q. ~t ~ + ~ D D D , ,
+ . , - ~ p~-00 v - ~ ~ ~ ~ 0 0 0 0 ~ 0 0 ~,0 r~ ~ ~~7- O~~ r~, ~0 ~ 0 ~
+ _ + + + DDDD D ~~r _
, + 4 ..r, Nr - " D D ~~o ~ c, - - , Y 0~~700~I'. 0 0 ~ ~ 0 0 ~I'.~~ D O ~',0 0 ~ ~ ~ 0 0 0~
_ ~ f - ~ _ s - ~ - a _'`r. ~ _ - ~ A~ .fir _ r ~ ~i - , _ - _ i yr _ ~ ~ .
- _ ~ ~ Z -~ti- _ ~ _ _ , ' _
- # + _v. _ \ 0 0 0 0~~ , O ~ d D ,,0
_ , ~ , } ~ + . ,r.. ~u ~ w_ _ ~ - J }'Y
_ _ - . ~ w - ~ ~ r'-. - -
i ~ ~ ~ ~ x v ~ f ~
~ `t . _ ~ ~ ~ ~ ~ ~ 0 ~ti~
+ ~ v ~ + i^ + ~ 0 0 ~ 4 ~ 114 ~
. , 1 4 , ~ r
~ ~ r ~ ~ ~ ~ ~ , ' -
. - _ ~y. ~ - ~ _ r . ~ ,
~ ~ - - ~ ~ ~ _ + j ~ ~ + +
~ \ " ~ ' , - ~ ti ~ ~ i ~ "ti." 7 f f'' _ ~ + + r.. ~ + r+ ~ ~ + + ~ 'r+,,.°
~ ~ ` ~ ...t ~ - _
~ T ~ Y 1 _ i~ _ ~.ti,. ~ ~ Z ' ' ~ I _ _
a
~ _ - ~ _ - , Z _ - - ~
. - h _ _ ~ . - - -
z i _ a . - ~ J ' ~ - - - ~ D R I A A' A 0 i
_ it is t,'
j _ O f d. ! - ~
. - O ~ i ~ - ~ - v~~ v i ~ ~ , . S
~ - ~ - . t~ i - ~ ~ ~ ;7. ~ e ~ ,u ti,.. ~ ~ ti`s, ~ _ t.t.. fix.{ .~'.1
~ i` - _ ~ / r t t _ ~ ~ .1 ~ `C. 4 i4~ _ 1~ ~l ' , . ti , ~ t ' tr t
rn ~ v.~
' ' ~ % j . .
O _ _ r
~ ~ ~ O - o y ~ ~ c~~J~ r~ . ~~Q`
~ l 'ti . V ~t r,:~ ,r-~ ~ ri ~ f ~w ~x
U j O y r, -
i f I ~ y ~ .a~ ~oaamu~oi
i c r 0 ' ~ ' c~r~crorm-c~u.c,BNrm~ i-aoo-~a~
o f
~ ~ N
~ , ; Ir 3D. ,5~ 3°~ sot P R E ~I M f~ARY
Y N
L U NOT FOR CONSTRUCTION
~ PREPARED IN THE OFFICE OF: CLIENT:
3 °A~` PROJECT;
0 OF t OF CARY o1 ~o7~oa DRAWN BY:JIK WALNUT CE STREAM RESTORATION
0 D r SING DEPARTMENT DESIGNED BY:
e
TITLE: RTL CARY, RTH CAROLINA
c REV. No.. REVISION: DATE: DRAWN BY: CHECKED BY: a CHECKED BY:
~ This document, to ether with the concepts and designs ppresented herein, as an instrument of service, is intended onl for ~ the s ecific ur ose and client for which it was re ared, Reuse of and im ro er reliance on this document without written - - _ P, P P P P p , p P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636 3068 .PLAN TSB JOB NUMBER: SHEET NUMBER;
authorization and ada tation by Kimle -Horn and Associates, Inc., shall be without liabilit to Kimle -Horn and Associotes, Inc. Co i ht Kimle PHorn and Associates, Inc., 2008 Y Y PHONES [phone] FAX [phone]
Pyr 9 Y sEA~, 011775011 23 of 24
Y

i ii I ~ I' ~ r, i ~I E ,t~
ti` I`\ ~r;, % ty~,~ .1 ,
~ ~ ~ I, s ~ _ i nl: _ Git+ r u, 1 f i ,r~
~ ~ i t ~ ~ i 4 ,'„r I i ~ , tr
0 0, ~ i S, ' li
, ,y , ~ i
a O "0 ~ ~ ~ ~ 0 0 ~ i i ~ F
O i~ ~ 0 ~ ~ 0 0 0 ~ ~ .S7 I .~."ODD ~`t !a~' ' , ,I ~ d \ ~ ~
~ ~ ~ 0 0 0 ~ ~ Q ~ ~ ~ 4,
1 r o
0 0~~~0000~~~--~"0~0~~0_04~~` ~`ti C ; " o-aooQ>oooo~oo~b!oooQ' - 't
~ 000000000 ,i ' i 1
° ~ ~ 0 ` , _ , ~ , q ~
O 0 ~ Ct D D O D D ~ D ~ O ~ ~ O P Q -~7- ~ ~ 0 ~ t7~_Q 0' ~ rn ~ ,'1 ~~1 ~ ! ~ i;
~ ooooo:ooooo0000000000000000;,~o~~bo~`ooo ~,;~~~i Q 1 i, ( ~ ~r 1 ~ ` ! I j
o~o0~0000000~~00~0040,o;-a.ooo~.-o~ooo~'~000; ,
00000000:00000000oooo,wooooo ~ ~ -
0 0000000000'00000_~00~00,~0o,~oovooo~ ~1 0000oooooa ~i ~ 1
. , ,o o.oaoo'~:aoo'o~ , ~ n ~ ~
00000000000000000000000000.00.00.0 r- I { i ~~i L i i i
olooooooaoo.oooooo~.~;:o,v ,o~.o~a;.oo;b,, 00000000,00000~~_.0 1 ~ `
~ ~ ~ ~ ~ b~~o`~ Ot t ' 'i j . -
~ ~ 0 ~ ~ 0 0 0 0 0 ~ 0 ~ 0,~~ ~ 0~ ~ 0 0 ~1 ;0 0.0 ~ ~ 0 0 V ~ d.~,0 0 ~ ~ 0 ~ 0,~ ~ ~ ~ E
~~~~~0~0~~ ~~Q0~70~~~ ~ ~ 0 ~ ~ 0 0 0 ~ 0 ~ ~ ~ D ~ ~ ~ r ~-50 ~ ~ ;~,r ~ 0; ~ ~ ~ 0 0 0 , ~ ~j ~ ~
~ ~ ~ oo~0000000000000~0~,0~~~~"o~rQ"oo.~oo~ooo,;~oooaoooooa~oooo~Q-. . 11~~ ~ f i' ~ 1 ' i f
4 0 0 0 0 ~ ~ 0 0 0~ ~ ~ ~ 0 0 ~f ~ ;0 V 0 ~ ~ p ~ 0 ~ ~ 0 0 ~ 0_~"-_0_~ 0 ~ ~ ~ 0 ~ 0~~ ~ ~ ~ ~ ( 1
~KD O ~ ~ ~ 0 ~ ~ 0 0 ~ ~I~~ ~ 0~ 0 ~ ~ ~ 0 0~~"O ~ ~ ~ 0 ~ 0/~ ~ 0 ~ X 0 0 {I ~ ~ ~ ~ ~ ~ '1 t1 r r
_ _ i.~ ~st
~~~~o ooo.~~ooooooo~~o;~aooo~~~:o_~roooooo~oooo~oooooo~~oooooo~ooo ,,I ~ o ~ l` F'; ~
goo o..~~o~~~.~~-ooooo_o~~;;Q~~~~;~~~,,~~P"~~ooooa~~ooooooo~oooooooo~ooo ~ ~ ~~~i tiff , t ~ i ~t , i ~ 1 1
0 ~ p~-~ 0 ~ D % D 0 0 0 ~ ~ ~T O.:.D D ~ 0 ;0 0 0 0 ~ Q ~ ; _w~ , ~ ' ~ ~ ~ ~ _ _ ~ r~ r il1V 4 { ~j r--'
'o-oo ~ ooo~--~~"o-Q~..o~~~od~oooooovoao~~~~~~~~~QOO;ooo~oooooooooo~-~~~ooo~~ ;~I, ~ - _ i a_
0 ~~~7 ~000~~~~~0~~~~0,00D`~~=~~~~~~0'O":~1000~000~~~~.,~70D'.~000' ~ ~ ~0 " ~ ~~ii : r t
tiE i, 7 ~~Q, ~ ~,__01 ~ ~ ~ 0 ~ ~ ~ ~ ~ ~ 0 O Q ~ ~ n0 ~ 0~ r'~i ~ ~~...~i ~ ~ ~ Q ~ 0 ~ 0~,~ 0 ~ 0•~i ~ ~ O Q~ ~ rill I , '41 I ~ ~ ~ i f;~ I ~ , . ~ s I
4 ~ j i s ,
_ ~ ao,'~;000~ 4, ~c~o~~~ooooo00000o~.oq.,ooooo=ooooooooQ~QooooQ000OO000OO~~oo. ~;r~r, , ~t: ~ ~ -
o o~~:~~ooooo00000000,'oo~oq',000~ :oloo'ooo~~oooo-oooo~~`_oooooo~oo o i ~ ; ' 4 ' r
~a - ~l i' ,
~,v~q~r~ oo,oR.~o"ooooo~oo~ooooooo~ooaoooooo~_o~o~oooooo .;o 0000000".~~~o_ oooaoooooooo;'ooon, '+i; s it

- I ~ v ' ~ ~ . . yy 7: ii

~ _ ' t , , ~
.D"~~~~~000Q0.C7~~~0~7~C~ D0'0~~/~0_00~_,~~00~_ ~~~000~~~0 _ _ _ ~ ~ _ r ~ ~ ~ r
E E O L N K S E 00D~ 0000~d„~~^~000~~~~~~~+R7-~~~+'~7~~~~0~0~~ ~7~h~0-~J X00 ti ~ ~ r , ~ ,i - , ' 1
0 ~ 0 ~ ~ ~ ~ ~ 4 ~ 0 ~ ~ 0 ~ ~ i I { t ~
u. _ - `~~~OdO~OQ~-~'V~DO;Od ~,~~"d.~--0-~~,00~00~,~~ ~ ~ 0 ~Pf~ N ~ N~TL D , r
K ~ 'y , A ~ t ~ ~ PLANTING LEGEND
; - ~ ~ ! S CEP [~001_S: CEP N001_S.~ 0~ pl~l~~V(~E ~~fl ~ ;
t + + + + + ZONE 1 -STREAM CHANNEL ;
0 ~ ~ ~ ~ ~ 0 0 0~ 0„ w
~ ~ ~ ~ ~ ~ ~ ~ ~ O (O Q; ~ D 0 ~ i~ O ~ ~ ~ 0 D ~ ' ~ OP~AR ST - ;Y - 7 ZONES 2&3 -RIPARIAN
, --DEPRE. ~ R A ' o0000000000,<~~000~00000 ~~o _ oo-.ooooooo,o~oo,oo~?- - . O0 ,0 p...~- ~y
o o-- ~ -o_ .o 0 0 0 0 0 0 0 0 o 0 0~ o 0 0 0 0 0 0 0 -----E------~- 0 0 0 ~7' ~ 0 Q ~ ZONE 4 -UPLAND
~ooo o"~o~~~ooo~b`o~~'oooooioow> ooooo _ ooi,~~-Q. O D'; Q ~ =p ~ ,
~ ~ ~ 0ooooob~--ooo~;oo,ooooa o~ _ - ' r i ~ ZONE 5 -EXISTING
~ ~ ~f FOREST~INVASIVE REMOVAL
_ 1. _ " ~~Y ~
~ - _ _ . ~ , + + z - - - ` ` ~ ~ ~ ~ ~ ~ ZONE 6 -WETLAND AREAS . ~~,g~ ~ ,
X1.1 - _ --'-----I----- "f' h ' a _ 9~~~ - ~
_ r - _
. ~ ~ ~ ~ ~ 0 ~ ~ ~ J _ _ ~ ~ ; ~ ~ -
aao 00 o,o_~as - _ - - + + 1, r, ~
~ _ r. ~N _ - - ~ 0 ~ D~~r_y~ + _ ~ - - _ " _ - ~r, .
" r " ~ - ~ l _ _ - r r , r~~ \ _ - r ; ~ _
. r r / -tk ~ l= f..--t ~ ~ ~ U ~ _ ti ~ - , i'
a F - _ - t - ~ _ ~ =,ti
r r. i ~ r i ~ _ _ . r I. _ 3{
_ ice.+. Y 1 - ` . i ' - l . t r .9.._ ` , . , `
-.,k.. ~ r / ~ + 0~, 1 ~ _ .j ~i ~ k „ r I
, ' ~ _ . ~ r ~ _ , r r' ; ; t , - . , . , i ~ ' ~ ii
~ , ~ t ..a _ ~ + i . - . _ f , , ti ~ ~ ~ i ~i ; .t~~ , ~ r ii
, - _ - ~ I _ _ i . } _ ~ ~ , _ i ~ ~ ~ . ,w, ~ ~ _ ` .
_ - ,z„ r ~ ~ ~~+t. ~ ~ Y= ~ i
'j ~ - ~ / ~ j A ' ~ it
~ r " ~ , , - r, j ~ ~ ~ ` ! i
t , - w`.~- :=1 i t Q / ~ \ tt Q , r ~
~ _r . , r ~ Z r - ~ ~ - ~ _ . w
Z , , U Q ~ ' - ' i r ~ ( E I 4 , ~ /,r t I V
~ ~ ~ t . ~ ~ 4 r tJ n. j \ ` t, 1 ~~J ~ ~ ~ ~ . ~ E Q
~ ~ ~At i w ~ w < O ~ ~ i J i ,i
i \ . ~ ! ~ ~ ~ ~ \ ~ _
1 / / r 11;1 f \ \ ( 1 i ~ _ I ~1 I
O v - ~ ~ ~Cn r - J
~ ~ ,.'i , v - A '1 t A, ( i ~ ~ ~ . ~ ~ ~ ~ ~ t i Sr ! I i ~ ~ _ ~ ! ~~~uy
~ y ~ t ~ . ~ ~ ,4i .0 ~ ` % ~ ~ ' ~ A r ~ ~ ~ r ~ - i i _ ~ ~t i ~ PRO
~ _ _ ~ ,L _ ~ _ _ i , ~ ~ o ~Fo~o ~ '
O ~ t % , 1 n `.x i~ ~ n - €AI~ ~ c _ ~ { I I . / 1 t ~ ~ ~t . t ~ • I j w Z i
~ ~ l 1 ~ n _ - _ _ - ~ ~ f h ~ ~ , m t 1 i ~ . n
nw~ ~ i ~ ~ ~ _ i~r / ; I t a , ~ s _ ~ , y f ~ " = - " j t , n v~ - i,, ~ i F 7 y
p ~~j l i 1 r ~ lJ IJ i~tll V ~ ~t ~ • ~ ~ \ t
CaN1'ACPONH-CA1Ll i-800.6334949
C 0
0 L O
3°~ ,5~ 3°~ 6°~ P R ELI M f~ARY
Y - - NOT FOR CONSTRUCTION
m L
U DA1Ei PROJECT:
~ PREPARED IN THE OFFICE OF: CLIENT:
c 0 3 JV OF CARP o1 ~o~~oa DRAWN BY:JIK WALNUT CREE STREAM RESTORATION
0 31G ®EPARTMENT DESIGNED BY.
ua ~ e RTL CARP, TH CAROLINA
TITLE: 0 CHECKED BY:
c REV. No.: REVLON; DATE: DRAWN BY; CHECKED 8Y: ® e
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only far - IG PLAN TSJ JOB NUMBER: SHEET NUMBER:
the s ecific ur ose and client for which it was prepared. Reuse of and improper reliance on this document without written P.O.80X 33068 -RALEIGH, NORTH CAROLINA 27636 3068 - P P P Kimle -Horn and Associates, Inc., shall be without liability to Kimley-Horn and Associates, - authorization and adaptation by y PHONE [phone] FAX [phone] sEA~: 011775011 24 of 24
Inc. Co i ht Kimle -Horn and Associates, Inc., 2008 Pyr 9 Y