20071879 Ver 1_Site Plan_20071105

cTeNneRD ~BREVIA110NS
ABC Agregate Base Couroe MAX Maximum
q~ Acrea MED Msdian q~ Above Flniahed Floor MH Manhole
AFG Above Flntahed Grade MIN Minimum
q~T Alternate MJ Mechanical Joint
APPROX Approximate MON Monument ASPH Asphalt MTL Metal
q~ All-threaded rod MW Monitoring Well
A~ A~°9~ N/A Not Applicable
g~ Badc of curb to Badc of curb NAD 27 North American Datum 1827
g~ Below Flnished Floor NAD 83 North American Datum 1983 BFG Below Flnished Grade NBL North Bound Lane
BLDG BuOding NC Normal Crown
BM Benchmark NC GRID North Carding Grid BOC Badc of Curb NCDOT North Carolina Department
gp~ Bdlard of Transportation ~E AEI A H~~ l~l ~1 H 1 JURISDICTION: TOWN OF FUQUAY- COl~STR~JCTI01~ DOC~J FORMAL CONSTRUCTION CONTR BID DATE: TBD
Bye Begin Vertical Curve NCGS North Ca~dina Geodetic Survey NEMA National Electrical Manufacturer a
Curb and Gutter Association
CAN Cable Television NIC Not to Contract ~g Catch Basin NIP New Iron Pipe
~g~ Cable NOM Nominal
Cubic Feet per Second NTS Not to Scale q Curb Inlet
~ Contraction Joint ~{SidetDiameter - VARINA
~P Cost Iron Pipe a„~ Ovefiead (x Centerline a„~E Overhead Electric
~ Con~xete Monument
q,~P Comigated Metal Pipe OVH Overhang NFIP FIRM DATA
q,~U Concrete Masonry Unit P A Parking Aroa ~°~~t p~ PoMt of Curvoturo
PANEL 0656 MAP 3720065600)
CHIT Continuous PCC Point of Compound Curvaturo PDS Park D~tvs Studios PROJECT LOCATION: ZONE X
~pP Comigated Plastic Pipe PED Pedestd
~~R Center PERF Perforated CU,FT, c~ CF Cubfc Feet PI Point of Interoection
CU.YD, a CY Cubic Yards PINC Point of Interoection on Curve ply Post Indicator Valve DRAINAGE BASIN
p Degree. in dimensions PL Property Line
p~ Drop Inlet POC Point on Curve CAPE FEAR RIVER
DIA Diameter POS Point on Spiral KENNETH CREEK (BASIN 24, STREAM 2)
DIAG Diayo~al POT Point on Tangent DIM Dimension PP Power Pde
DIP Ductile Iron Pipe PRC Point of Reverse Curvature T
DS Downspout PSI Pounds per Square Inch DW Domestic Water PT Print of Tan~ncY P~ PdyWnyl Chloride or FLOODPLAIN STATEMENT
kS MAPPED BY F.E.M.A. OR AS
EA Each Point of Vertical Curvature EG Existing Grade PVI Point of Vertical Tong~cy D FlNED BY~ANYEFEDERA~~ STATEFOR LOCAL AUTHOR PROJECT. UTHORITY IS LOCATED WITHIN THIS
QP Existing Iron Pipe PVMT Pavement
E~ Expansion Joint R~yy or ROW Right of Way
a°~~ R or Rad Radiua~ in dimensions EL or ELEV Elev~otion Rip Reinforced Concrete Plpe ,RACY
q,~ Electric Meter REINF Reinforced tneer REV Revised BUILDING CODE SUMMAR NO HABITABLE OR ENCLOSED STRUCTURES ARE TO SEDIMENTATION CONTROL CRY
Epp Edge of Pavement TO BE CONSTRUCTED BY THIS PROJECT.
EQ Equal a Equivalent RPZ R~duc~d Pnssuro Zone
ESMT Easement RT Rlght Eye End Vertical Curve RWM Right of Way Monument
EX Existing g~yy Sidewalk
EXT Exte~to~ SAN Sanitary ZOL STATEMENT
F~ Face of curb to Face of curb SB Soil Boring
FES Flayed End Section SET Setback R c~~~r,~d ~enr Elevation SF _ Squaro Feet oon_ic'rT c~TF IS COMPLETELY WITHIN PUBLICLY-OWN (-OWNED OR CONTROLLED PROPERTY.
Flnishsd (Made ~qT Sia ese Connecti~ )0 SF (2.3 AC)
Flre Hydrant S~ Signal DISTURBED AREA IS CALCULATED TO BE 95,800 S
~ Floodlight Sp Signal Pole ~ Force Maln SpE~ Specifications
Fps Face of Curb ~ State Road
FpS Feet per Second SS Sonttary Sewer ~ Foot or Feet STA Station
Footing gTp Standard
INDEX OF DRAWINGS
GA Gauge or Gcye STM Storm GALV Galvanized SY Squaro Yard ~ y
~ General Contractor T~~ Top of Curb 2 CATEGORY
a Gas Une TAN Tongent q,~ Gas Meter TgM Tempary 8e~chmarlc SHEET ~T~-E
~pM Gallons per Mtnute T~ Terra Cotta Pipe GENE CA ; COVER
i GN Gate Valve ~ Telephone GV ~s ~~V° ~p Temporary
GW Guy Wire TMK Thick S~ JUDD p KWAY B EC-1 EXISTING CONDITIONS SURVEY RVEY (i =50')
HC Handicap TOB Top of Bank
Hip Handicap Parking TOE Toe of Slope SITE PLANS
H~ Handicap Ramp TOS Top of Slop HDG Hot-dipped Galvanized TW Top of Wall C~IMUNITY CENIER SP-1 NORTHERN PORTION gp_2 SOUTHERN POR110N
HDW Headwall TP Telephone Pole
Hp Htgh Point ?BANS Tron~fa^^e~ souTM LAYOUT AND STAKING PLANS
HT Height TYP Typical PARK LAY-1 NORTHERN PORTION
ID Inside Diameter U/C Under Construction LAY-2 SOUTHERN PORTION
IN Inch USG Und~round INV Invert U~ UtNity Pde
IP Iron Ptpe ~ Vertical Cures I~ Island y~,p y(trifled gay Pipe GRADING AND DRAINAGE PLANS Gp_~ UPPER SECTION (NORTHERN) .RN)
fin, Independent Testing Lab . ~T Vertical Gp_2 MIDDLE SECTION
~ GP-3 LOWER SECTION (SOUTHERN) .RN)
~g Junction Box W ~ Without GP-4 WAGSTAFF ROAD
~ Length W~~
~q Landscape Architect WCR Whesl Chair Ramp ~ Unear Feet WL Water Une EROSION & SEDIMENT CONTROL PLANS
LGT Uyht WM Water Meter 1~~ ESC-1 UPPER SECTION (NORTHERN) ERN)
~p Uyht Pde WV Water Valve LT Left WWF Welded Wire Fabric ESC-2 MIDDLE SECTION ERN)
ESC-3 LOWER SECTION (SOUTHERN)
ESC-4 WAGSTAFF ROAD
ESC-5 ESC DETAILS
ABBREVI~iTED SCOPE OF WORK TRAIL PROFlLES
WAGST Tp_~ UPPER SECTION (NORTHERN) TERN)
Tp-2 MIDDLE SECTION
THIS PROJECT INVOLVES FURNISHING LABOR, MATERIAL AND EQUIPMENT NECESSARY T0: Ar TME souTM Tp_3 LOWER SECTION (SOUTHERN) TERN) JR v~ n
CONSTRUCT A NEW 10-FOOT (AVG) WIDTH ASPHALT GREENWAY TRAIL FROM THE EXISTING DRIVEWAY ENTRANCE AT T PARK PARKING LOT IN FUQUAY-VARINA, ALOWALK TO ASNEW CROSSWALK,ETFIEN ONTO THE CARROLL HOWARD JOHNSON ROAD, THEN ~S Tp_4 WAGSTAFF ROAD lov U ~ Z007
-~NSON CH JOHNSON y
EASTWARD ALONG THE WAGSTAFF ROAD SIDE H ENVIRONMENTAL J EDUCAl10N CONSTRUC110N DETAIL SHEETS SD-1 SITE DETAILS try *~flY
ENVIRONMENTAL EDUCATION PARK AND CONNECTING TO THE EXISTING PARKING LOT ON THE PARK, COMPLETE WITH PARK
APPURTENANCES AS SHOWN ON PLANS. SIGNAGE PLAN
105 LBS. PER SI-1 SIGNAGE PLAN
THE GREENWAY SHALL BE 2" BIT. CONC. SURFACE COURSE TYPE SF 9.5A~ APPLIED AT AN AVERAGE RATE OF 105 L Sq. YD. IN EACH OF TWO LAYERS. ON A PRTM RAND 8ENGTHR GRAVE B SHOULDERSSHAL MBECPROVIDED ON BOTH LSIDES 0 :D AT THE RATE
IDES OF DRIVE
OF 0.35 GAL. PER SQ. YD. ALONG FULL WID
AT 2' WIDTH APPROXIMATELY 6" THICK. SHOULDERS SHALL BE GRASSED. ENT AND BASE VICINITY MAP
TREE REMOVAL SHALL BE REQUIRED AT VNp~~SIGNAGEASHALL BE PER NCDOT ISTA DTARDS~ON OF TRAIL PAVEMENT A COURSE BOLLARDS PAVEMENT MARKINGS A
NOT TO SCALE
TITLE:
i~nsioNS: HERITAGE TRAIL PHASE ONE South Park fio C.H. Johnson Environmental Education Park 0 7 ' 8 7 9 COVER SHEET
Surve 'ng: PDS PROJECT ID: FVHT1 SUBMITTAL~REVIS ~ - - - # Date
r......s.~v~rln~ Nnrth C`~~1~II~19
Submittal for Hermits- F-U4UC`7 -'v •
Mauldin-Watkins 5urveying, v.A. UMWNnr: U LOW , 10/ 15/07 Subm 1301 BROAD sir SNW SHEET:
Park Dfive Studios f?'v~.°~}~`o••. FUWAY-VARINA N.G 2758 REVIEWED BY: TOWN OF FUQUAYmVARINA
Landscape Architecture & Land Planning 298 'e=3 PHONE: [phone] FAX: [phone] a 401 Old Honeycutt Road
DOCUMENT TYPE: PERMITTING Fuquay4adna, North Caroline 27526
1715 PARK DRIW-q SUITS 20(1 ! WDelineation: `TEL [phone]o COMMENTS:
RALMGHP NC 27605-1610 t~.Wr
PHONE: (919) 834=001 1 FAX: [phone] Burdette Land Consulting, Inc. tbn eLoacs I In partnership with the DOCUME NCDOT Division of Bicycle and Pedestrian Transpurta- ALID AND RELEASED CONSTRU AFTER ALL SIG 8~ CKS NA DVSEALS ARE S GNED ANDRDATED BYCA INAPPROPRIATE PARTI SNATURE
saes w. MiueROac Bono, aorta aoo NOT FOR WN%-aTRUCTION
FINAL DRAWING RALEIGH, N.C. 278W
EMAIL: pdsland(g'~ncacom FOR APPROVAL PURP09E3 ONLY ONLY PHONE: (ete)eat-9en Fnx:(9te)ea1 -99oe WP,,,,,,,wwcowa snoo.auaro.,E M8VM

NO UNDERGROUND U11U11ES LOCATED AT
11ME OF SURVEY. CONTRACTOR TO VERIFY LOCAl10N OF ALL
UNDERGROUND U11U11ES PRIOR TO ANY GROUND
DISTURBING ACTIVITIES N i
9 3
~ SOUTH PARK ?ill1\ 1\"
o NSF ~ l ~ r E
I TOWN OF FUQ'UAY-VARINA ~ ~ ~
0 z \ D.6.4430 PG.614 ~ ~I 16~~e.« E i
~ APPARENT ~3AP CREATED P.I.N. 0656.04-83-6150 ~
~ \ REF. # f N c~ rN z ZONED 0&I ~ ~ ~ Z
/ ~ ~ I
U ~ Nz ~N
co i ~
I L10 I
stow w North CaroOna~ Walo. Cou~r
~r PRELIMINARY MAP
NOT FOR RECORDATION
~ ~
~~~wAw~~~~r 1
r~~rrr• fir. i \ ~ i i
1 ~ ~ I
~~~~rr \ I COURSE BEARING DISTANCE
I L1 N 35'32'40"E 21.58'
~ ~l \ \ I L2 N 87' 10'53"E 83.92' L3 N 64'58'21 "E 194.31'
\ ~ \ L4 N 84'44'53"E 157.49'
L5 N 47' 15'22"E 135.32'
r~ o°, L6 N 12'05' 13"W 69.48' I ^ L7 N 30'03'08"E 53.48'
L8 N 68'49' 19"E 145.80'
NSF W W L9 N 41'49'30"E 150.98' I N L1 D S 01'30'06"W 24.82'
JAMES PERMS JONES ET AL l~ I N
D.8.2984 PG.459 N
P.I.N. 0656.04-63-9535 OPEN SPACE ~ ~ ZONED R20 ~ I o I" 0
~ , ~ ~ Z
IZ
f'/ ~ / / i ~ AREA IN EASEMENT I I I N\F
30.363 SQ. FT. JB T8~ JOINT VENTURE
I A~PAREN~' GAP (SEE RE S 88' 13'34"E 790.09' .EE RE~: ~5 ~6) ~ ~ ~ ~ ~ , / ~ " ~ (ON JONES TRACT) D.8.4324 PG.904
P.I.N. 0656.04-82-2329
ZONED 0&I
140.75' ~ / i ~ NCGS. MONUMENT °ELDERLY~ HORIZ. NAD 1927
~ 874.38' S $5'23'08"E 1370.99' N 662.184.268
1370.82 GRID E =2,059,234.082 CF= 0.9998746
/
N\F ~~i / NSF
RONALD H. & PATTI' S. - GROVE ~ ~ ~ ROSELLE L. ARNOLD HEIRS
D.8.7225 PG.108 ~ ~~7~`
P.I.N. 6. ~ , = J. EMERY SMITH N.C. GRID COORDINATES NAD 27
~i ~ . J ~ D.B.1586 PG.398 N = 662.294.548
./'ice ~ ~ P.I.N. 0656.04-71-4997 I I ZONED R20 I E = 2.057,867.704
1 ~ ' ~
/ 1
~ ~ //f l I 1
• ~IJI~ ~ NSF
ROSELLE L. ARNOLD HEIR C\0 HEIRS
~ , J. EMERY SMITH 'H
D.B.1586 PG.398 98
~ P.I.N. 0656.04-71-4997 -4997
~ ZONED R20
~ ? iii ~~i i ~ i ri i 00
0 rn
~ii~~l? ~ I ~ r ~
~ ~ R FERENCES: ~ ~ 1. D.B.2984 PG.459
j~jl ~Ur ~ 2. D.B.1586 PG.398
~ 3. B.O.M.1920 PG.189
4. SEE MAP BY C.W. RUSSUM ENTITLED "PROPERTY OF SHERRON-DICKENS-WES S PT. 13, 1976. 3-WEST". DATED
5.) SEE MAP BY THOMAS LESTER STANCIL ENTITLED "SURVEYED & MAPPED FOR FOR
~ ~l ~ ~ jlil~il ~ CHARLES E. WEBS do SHIRLEY W. WEBS". DATED APRIL 09, 1981.
6.) B.O.M.1989 PG.97
~ ~
L ~ ~
1• ~
\r`~~

~
/

~ ~
' ~
LEGEND ' • NTS NOT TO SCALE I~~ I1I~I N\F
PIP EP WER POLE PIPE / I ~~~~II
W/M WATER METER \ ~ ~ ~ TB TELEPHONE BOX \ / / / TOW NOTES: D. (A) THE PROPERTY SHOWN HEREON IS SUBJECT TO P.I.N. TOWN OF FUQUAY-VARINA D.B.5441 PG.388
IPS IRON PIPE SEf r / P.I.N. 0656-70-3687
CP&L TRANSFORMER ~ / CAN CABLE NBOX % ~~1~/I~I~ ALL EASEMEMS OF RECORD AFFECTING SAME. ZONED R20
L. POLE LIGHT POLE (B.) NO TITLE SEARCH HAS BEEN PERFORMED BY THIS CH J0 FlRM DURING THE COURSE OF THIS SURVEY. CH JOHNSON ENV. ED. PARK
RCPS ORER FORCED CONC.NPIPE E, ~ J ~j f ~ ~ Ili ~j~l i C.) THIS SURVEYOR DOES NOT CERTIFY TO THE
B.O.C. BACK OF CURB F.H. FIRE HYDRANT I III'IIII~ ISTENCE OR NONEXISTENCE OF ANY UNDER GROUND UTILITIES THAT MAY OR MAY NOT BE
C~0 SEWER CLEAN OUT aT~318.0~ ~~V EIS EXISTING IRON STAKE / II II~ ~ PRESENT ON THIS SITE. LOCATION SURVEY FOR:
M.H. MANHOLE II I I1 1 ECM EXISTING CONCRETE MONUMENT ~ ,l ~
P.K. PARKER KALON NAIL ~ ~ ~ ~ W/V WATER VALVE 6 lOP~330:47 THE TOWN OF FUQUAY-VA HERITAGE TRAIL VARINA
c~~~~ ~ ~ ~ R! SIN SD6.00
• Ext~liry kon P(p~ (Control Poir~ MV~Q.47 ~ ~ 1 ~ ` ~ . ~ ~ THE SURVEYOR RELIED UPON THE CITY OR COUNTI' FOR APPROVAL OF ALL APPLICABLE ORDIWWCE AND
O Mon PIp~ Sit (unl~ oth~rwiM nobd) ~ ¦ Exidinq Cor~nt~ Monum~nk(Control Point) HAS MADE NO INTERPRETATIONS OF THE ORDINANCES. EXISTING C MIDDLE CREEK TOWNSHIP. WAKE COUNTY, NORTH CARO ~ CONDITIONS SURVEY
O Conc~6~ Monan~nt Sit i
X Compubd Point Only 70P~31LS~ 1~.~t7.f7
AN m~ownrtNnb Nawn a~ horiza~tal ground ~v ~v ~3~. 'e? ;Mourw
u%w Vn~ ouiwmw rw~o w~~ w I~MMYY 11~? w 1 YI NYi Am computW by Zom \ i' 100 0 100 200 300 ~ SCALE 1 " 100' MAY 09, 2007
MAULDIN - WATKINS SURVEYING, P.A. P.O. BOX 444 / 1301 W. BROAD ST. Ec m 1
~~i i ' - GRAPHIC SCALE -FEET FUQUAY VARINA, NORTH CAROLINA 27526 JOB j3W7
'~i [phone] CF:I~SAiGR~I PFd(SIaRM

NOTES TO CONTRACTORS SOUTH PAR PARKING LO ~ I~~ nH PARK
KING LOT
THE REQUIREMENTS OF THE TOWN OF FUQUAY-VARINA AND STATE OF NORTH CAROLINA AND ALL CODES ORDINANCES AND AND APPLICABLE I
STANDARDS SHALL APPLY.
UNDERGROUND U1ILITIES ARE KNOWN TO EXIST ALONG 11-IE PROJECT CORRIDOR AND CONTRACTOR SHALL VERIFY LOCATIONS I TIONS OF ANY UTILITIES
IN AND AROUND THE PROJECT SITE WITH TOWN STAFF PRIOR TO ANY CONSTRUCTION ACTIVITIES. IN ADDITION CONTRACTOR ONE CALL" AT 1-800-632-4949 TO REQUEST UNDERGROUND UTILITY LOCATIONS BEFORE ANY CONSTRUC110N ACTIVITY. CTOR SHALL NOTIFY "NC I D-1 II~~ l
r. S~ ONS OF PLANNED AND
S 0 U T H PARK ~ ? ? ? r5
PRIOR TO STAKING ON-SITE FACILITIES AND ELEMENTS. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATIONS EXISTING IMPROVEMENTS STORM DRAINAGE STRUCTURES, PIPES, AND DIVERSIONS, EXISTING TREES AND VEGETATION TO REM ON-SITE ROCK AND MATERIALS WHICH MAY IMPACT PROJECT IMPROVEMENTS. D-1
REMAIN. AND EXISTING I ~I~~ ~ . \ 11 D-1
CONTRACTOR SHALL SATISFY HIMSELF (HERSELF) OF THE NATURE OF THE REQUIRED WORK. THE CONDITION OF ALL EXISTING ISTING AND NEW \ I ~111 9
STRUCTURES THE CONFORMAl10N OF THE GROUND, AND THE CHARACTER. QUALITY AND QUANTITY OF THE MATERIAL TO BE f0 BE ENCOUNTERED II1 1
DURING THE PROJECT, AND SHALL BE RESPONSIBLE FOR DETERMINING THE PERSONNEL EQUIPMENT AND OTHER FACILITIES R SAl1SFACTORILY COMPLETE THE PROJECT. PIES REQUIRED TO \ I I r I'
~ ~ III ,r~ I I TOP=385.86
I~
CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING ALL MATERIALS AND OTHER QUANTITIES AND SHALL VERIFY THE NU PRICES REQUIRED FOR THE PROJECT IF ANY. E NUMBER OF ALL UNIT
CONTRACTOR SHALL COORDINATE ACCESS, PARKING AND CONSTRUC110N ACTIVITIES REQUIRED FOR THE PROJECT WITH ONG01 PROJECTS AND MANAGEMENT AC11VI11ES BY THE TOWN OF FUQUAY-VARINA AND/OR ANY OTHER GOVERNMENTAL AGENCY WI OVER THE PROPERTY. ONGOING MAINTENANCE ~ I ~ ~ ~ ~
ICY WITH JURISDICTION I
I
v~
ALL CONSTRUCTION ACTIVITIES SHALL BE CONDUCTED TO ALLOW EMERGENCY VEHICLE ACCESS AT ALL 11MES. NO OPEN CUT OBSTRUCTIONS SHALL BE ALLOWED OVERNIGHT OR ACROSS WEEKENDS OR HOLIDAYS. ~ CUTS OR I I?
~ I / 4 II
CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND LANDSCAPE ARCHITECT OF ANY AND ALL VARIANCES BETWEEN THE IN ON THESE PLANS AND ACTUAL CONDI110NS~ AND SHALL STOP WORK ON ANY AND ALL PORTIONS OF THE PROJECT INVOLVIN AND SAFETY UNTIL RESOLUTION AND/OR CORRECTION OF THE CONDITIONS. THE INFORMATIO HS~HOVIHM ~ /i ~ \ INV 37 VOLVING PUBLIC I ~ / ~ ~ . ~ \ _ \ ~ V 371.22 6 5 ~ ~ ~ ~ II
1~ 1
3 I i - -
SEE EACH SHEET FOR ADDITIONAL INFORMATION. . ~ ~
~r FoR s~ Notes TOP=379.83
LEGEND 1O EXISTING CONCRETE DRNEYVAY CURB CUT 11 ~ ~ ~;::::::k~.`` ~ ~ ~ ~ ` ~ ~ ~ INV IN=376.28
O (SEE SHT GP-2.0 FOR DETAILS) 8 I Q .::;:.:~.::c'~/ / l / ~ INV OUT=376.08+/
~ FLOOD LIGHT ~ ' ^ D(IS11NG 1' CONTOUR O ~q~ OF PROJECT 12 Q2 CREEK TO REMpJN UNDISTURBED I ~ / ~ ~ ~ / I I 7 / ..............fit
Lp ~t LIGHT POLE ~ ' EXISTING 5' CONTOUR . I I ~
~0.~ U11LRY POLE -D-- PROPOSED CONTOUR 3O p(ISTING GRAVEL DRNE 13 Q3 D(ISTING TREE TO REMNN ~ ~ I ~ I L _ _ I / ~ / i < r ~ ~ ~ ~ ~ ~ ~ ~
O4 EXIST'ING SILT FENCE TO BE REMOVED ~ ~ ~ ~ ' /
+ UT1UlY RSTRUCTURE ~ D RECTIONDIO ~BOAWNCE O 4O EXISTING BUILDING 14 ~ r:..~~ C
C00 CLEAN-OUT
TELEPHONE MANHOLE p~a~ ~p~ O FISTING BI.F~4CHERS
SANITARY MANHOLE S~ 6O D(IS11NG BATTING CI4GE
STORM MANHOLE
CURB INLET 7O D(IS11NG TREE TO BE REMOVED (TYP.)
YARD INLET SO LINE OF ACCESS EASEMENT (TYP.)
FlRE HYDRANT
wv~ WATER VALVE 9O PROPOSED 10' ASPHALT TRNL (7YP.) 1 I' 8 40 eo
SPRINKLER HEAD IXISIING TREE TO BE REMOVED (lYP.) ~ ~ SITE PLAN -SOUTH PARK UPPER (NORTHERN) 8ECTI0 tK TO WAGSTAFF ROAD Baia 1» ~ 40.
~ WATER METER O (NOT SHOWN ON SURVEY) C'TION 3TA 0+00 TO 9+00 Scale 1"
o OPEN-BASE WHEEL STOP
(NOT ALL SYMBOLS MAY BE USED)
i
i \ /,o
1
D-1
/.o
3
3
i`_-
~ 2
~ 1
\ ~ 00,00
O,o
"WAWMM ammumb
EN i i lam.>:::::::: ~ ; ~ ; ~ .
SAO 0 i ~j ice' 1 l

~ ~ ~ 3 ~ ~ ~ ~ ~t~~~.~ ii
7
? ~ ? ~ ~ 7 ~ ~ ~ / •.~y~'~A'~' .
~ ~ ~ . . ~ ~
r~? rr s ~,r,~ .rte 7 9 i' ~ r ~ ~ ~I1~ ~ j y~ ~ ~ ~ , X1 ~-z-~-
~ 3
3 ~ ~ ~ y 9 9
- i - 1 - - ~ _ / i - , i )
~ \ ~I / •r~• ~ ~ ~ ~ ~ / ~ /
~ /
1 '1r 1u r./ 'mow ~ , ~ • DISTURBED WETLANDS
'i " 1' \ ~ ` mow. \ .030 I4C. 0 35 SF 13 ~ ' ' ~ 1:::::';C:' . -
'nom \ "1 _"i ~ j
~ C ~ 7 O
r 13 - i - _
3 ~ 13 ~ -
3 ~
7 9 ~ ~ 3
~ ~ 3
~ 7 3
3~, s~ ~ o 4 80
RVEY BY: E SU BAS - P.A. NG SU INS WATK MAULDIN SITE PLAN -SOUTH PARK TO WAGSTAFF ROAD / ~ / SCCb a ~ ^
EET ROAD W. B 444 1301 P.O. BOX MIDDLE SECTION STA 9+00 TO 23+00 JF~
6 752 2 NA cAR ou RTH NO VARIN FU UAY - 52-9326 919 5
ER
TITLE:
Surveying: PDS PROJECT ID: FVHT1 SUBMITTALSIREVISI01 Mauldin-Watkins Surveying, P.A. DRAWN BY: PDS # Date vis~oNS: HERITAGE TRAIL PHASE ONE
'"iii ~ ~ ~
- ~ ST ~ E South Park to C.H. Johnson Environmental Educatlon Park PARTIAL SITE PLAN
~ O• • • ' • i 1901 BROAD3TREET Q 10/15/07 Submitta abmittal for Permits Fuquay-Varfna, North Carolina
• • ~ ec ure an ann~n a n sca a rc ~ • • • ~ ~ FUQUAY VARINA, N.c. r~szs REVIEWED BY: SNW
- PHONE: [phone] FAX: [phone] " TnwN nF Ft1~l1AY-VARINA SHEET:
1715 PARK DRIVE, SUrfld 200 XOX
Wetland Delineation: DOCUMENT TYPE: PERMITTING 401 Old Honeywft 'Rum
RALEIGH, NC 27605-1610 Fuquay-Vadna, North Carolina 27526 1
PHONE: [phone] FAX: [phone] Burdette Land Consulting, Inc. TEL [phone]
soeo w. MiuBRooK moo, surtE goo NOT FOR CONSTRUCTION In partnership with the COMMENTS:
EMAMUK,dslandQnca.com FINAL DRAWING tvu.EGl+. n.c. 27eoo oocuMeN,s v NCDOTDivision of Bicycle and Pedestrian Trans- BLOCKS AND iMENTS VALID AND RELEASED FOR CONSTRUCTION Qty AFTER ALL SIGNATURE KS AND SEALS ARE SIGNED AND DATED BY ALL APPROPRIATE PARTIES
FOR APPROVAL PURP03E3 ONLY Y PHONE: [phone] FAX: (919) 841~B09 mwwart wwc dwE nnoioe O uTM ogre H¢Eax

> ~ z
e o ~ua~r~ c
6
3
~.J
i ` w 2 ~ ~ 0 0 40 80
Scale 1 " 40'
6 DEAD 10 5
D-1
9 5 3 3
9 6 2 11 1
8 1
a
D 6 2
n
~ 2 S ~ 2 S
5
N ~ =r ~ N 3
m~ f . 2
D
Z m 4 2
r
7 6 3
8 0 4 2 2

8 \ 3
D-1 ~x
i
D-1 D-1
D-1 0 2 ~
2
V.' 1
i 2 2
8
• 2
LEGEND
FLOOD UGHT ~ ' 1 EXISTING 1' CONTOUR
Lp lac UGHT POLE ~ ~ ~ ~ D(IS11NG 5' CONTOUR SITE ~R (sou~rf~iE~) s~~~rn~~+Goso To GOAD ~~~~~~.~~HEET SP-~ •0
cps pp~ ---OF- PROPOSED CONTOUR ETC LOWER pgNEL
? GUY WIRE ~ ~ LJMIT OF DISTURBANCE
Q UTILITY STRUCTURE DIRECTION OF FLOW
COO CLEAN-OUT
Q TELEPHONE MANHOLE DETAIL CALLOUT SD-
p s~wRa~r ~uwHO~
~ STORM MANHOLE ~
CURB INLET
YARD INLET
FlRE HYDRANT I o~
wv~ WATER VALVE
SPRINKLER HEAD U
~ WATER METER Y J O 0]
o OPEN-BASE WHEEL STOP O~
(NOT ALL SYMBOLS MAY BE USED) TOP=321.83 ~ a TOP=321.75
INV IN=316.28 m INV IN=316.80
INV OUT=315.94 Z ~ INV OUT=316.55
KEY FOR SITE NOTES SEE PANEL ABOVE FOR O
(APPLIES TO THIS SHEET ONLI~ THIS TRpJL INFORMA710N
lO PROPOSED 10' ASPFIALT TRAIL (TYP.) O
TOP=33 ~=335.47 ~
2O DCISTING TREE TO BE REMOVED (fYP.) o INV IN= INV OUT ' IN=329.52
' OUT=329.37 3
3O D(IS11NG TREE TO REMIUN (TYP.) MATCH TO UPPER PANEL FES INV 335.60 ~
4O D(ISTING RETAINING WALL THIS SHEET _ .R. 1p W GSTAFF
5O WIDEN PAVEMENT 2 Ff~ TAPER ENDS ~ R R a
TOP=305.97 s
6O D(ISTING SILT FENCE TO BE REMOVED I N V OUT= 3O Z. 47
7O END OF 10' ASPHALT TR~UL
8O LINE OF I?CCESS EASEMENT (TYP.) 4 3 3 (lB ~L' R IXISfING SIGN TO
3 BE RELOG7ED
9O PROTECT FENCE AROUND LIFT STATION
D(ISTING TREE TO BE REMOVED (TYP.) 4 5 5
Q (NOT SHOWN ON SURVEY) TOP=311.34 TOP=317.97 6
11 D(ISTING ENERGY DISSIPATOR INV IN=305.84 INV IN=311.92 TOP=323.52 i5
INV OUT=305.56 INV OUT=311.62 INV IN=317.92 INV OUT=317.82 ~ 1
Q2 CREEK TO REMAIN UNDISTURBED r
7
Q3 START/END OF 5' CONCRETE SIDEWALK ADDRION D- D-
O4 NEW 5' CONCRETE SIDEWALK WIDENING. NCDOT STD. 848.01 1 ~
O5 NEW WHEELCHAIR RAMP, NCDOT STD. 848.06 8
7
Q6 HI-VISIBILITY CROSSWALK. NCDOT STD. 1205.07 D-
D- ~
17 ~R SHEETT SI~ 1SI0 NAGE, BOTH SIDES D-
SEED SHEEP SD 0LLOARDS
SITE PLAN - WAGSTAFF ROAD TO C.H. JOHNSON PA STA 9+00 TO 22+00 PARK o w
BASE SURVEY B1f:
MAULDIN - WATKINS SURVEYING. P.A. P.O. BOX 444 1301 W. BROAD STREET
FUQUAY VARINA. NORTH CAROLINA 27526 919-552-9326
TITLE:
Surveying: PDS PROJECT ID: FVHT1 SUBMITTALSIREVISI0 Mauldin-Watkins Surveying, P.A. DRAWN BY: PDS # Date :visions: HERITAGE TRAIL PHASE ONE
Soulh Park to C.H. Johnson Environmental Educatlon Pa~tc submittal for Permits Fuquey-VeAna, North Ce~ol~ne PARTIAL SITE PLAN
Park Drive Studios o ~90~ BR~AOg7REE7 ~ 10/15/07 Submitt FUpUAY-VAFtINA, N.C. 27518 REVIEWED BY: SNW
Landscape Architecture & Land Planning
298 . _ ~ : PHONE: [phone] FAX: [phone] TOWN OF FUQUAY-VARINA SHEET: nn n
1715 PARK DRIVE, SUITE 200 401 Old Honeycutt Road
Wetland Delineation: DOCUMENT TYPE: PERMITTING FuquaymVadna, North Caroline 27526
RALEIGH, NC 27605-1610 ~
PHONE: [phone] Burdefte Land Consu1fing, Inc. TEL [phone]
FAX: [phone] _ 30BD W. MILLBROOK ROAD, aorta zao NOT FOR CONSTRUCTION In partnership with the COMMENTS: UMENTS VALID AND RELEASED FOR CONSTRUCTION 9.~LY AFTER ALL SIGNATURE
EMAIL: pdslandOnca.com FINAL DRAWING RNFJON, N.C. 27608 _p PHONE: [phone] FAX: [phone]BDB NCDOT Dhfislon of Bicycle and Pedestrian Trans porletlon B OCKS AND CKS AND SEALS ARE SIGNED AND DATED BY ALL APPROPRIATE PARTIES
FOR APPROVAL PURP08E3 ONLY ~6eoM wrrnwrt wat wNE mope 0 ulaf WE

LEGEND ~ i
FLOOD UGHT ~ ' ~ p(ISTING 1' CONTOUR I DESIGN SPEED b~ ~ ~ 0+00
LP ~c UGHT POLE ~ ~ ' ~ IXISTING 5' CONTOUR I
~ UTILITY POLE ~ PROPOSED CONTOUR _I STA d I P ~ECr sTARr
i GUY WIRE LIMIT OF DISRIRBANCE I
Q UTILITY STRUCTURE DIRECTION OF FLOW S4 08' 09.08 ~ ~ ~
COO CLEAN-OUT I S 0 UTH PAR K 51.47 :
TELEPHONE MANHOLE
SANITARY MANHOLE I ~ \1
STORM MANHOLE e:3.2s~s
CURB INLET ` I L: 12.64 I I 0+ 1. 8
YARD INLET T: 6.32 I ~
FlRE HYDRANT \ I R: 222.03 ~ ~ I : , 0+
wv~ WATER VALVE ~ ~ l~ r~ ~ ~ TOP=385.86
SPRINKLER HEAD I ~
~ WATER METER I S7' 23' 51.95"W ~ I ~ i
o OPEN-BASE WHEEL STOP \ 83.041 ~ 1 +
(NOT ALL SYMBOLS MAY BE USED) I Pi sta: ~+2~. ,
I 0: 71.891 L: 119.2
I T: 68.88
I R: 9 0
I ~ ~ ~ I Sta: + 6 PI Sta: 4+ 8. 9 1 +50 ~
I ~ ~ ~1V65' 33 57.59"W 0: 16.8245 ' ~ +4
i J ~ 45.960 I N V 371.22 L: 51.39 0: 8.2214 ~ ~
S42' 32~ 33.07"W / / ~ ~ ~ \ ~ ~ ~ ~ T: 25.88 T~ 14 37
45.326 I s ~ ~ - ~ ~ ~ J _ R: 175.0 R: 00.00
a: + I l~
0: 4.941 L: 12.94 I
T: 6.47 I ~ , .
15 I I ::a~ ^ h0 i - - - ~ TOP=379.83
/ / l - ~ ~ ~ / INV IN=376.28
~ ~ ~ ~i ~ o ~ ~ 1~ CP INV OUT=376.08+/
a: + I~ ~ Q ~ / J - Jf- ~s~~~.~~~
~L:923.76 S47' 29' 01.22"W ~ /
T: 11.90 47.667 ~ ~ ~ g iii
/ t0 ice"- X ~ ~
d: 2?
/ ~ ~ ~ \ x a a N O: 81.9903 o ~ 80
S89' 23' 16.95"W :135.95
201.412 a' T: 82.57 Scale 1 " = 40'
~ ~ 1 ~ N82' 23' 25.97"W R:
I ~ ~ 47.863
ti ~
~ ~ ~ SITE PLAN -SOUTH PARK TD WAGSTAFF ROAD
UPPER (NORTHERN) SECTION STA 0+00 TO 9+00
\ Sta: 9+ 8.31 1.31
0: 36.0549 L: 59.78 X49 .78
I PI a: 10+85.36 T: 30.92 .92
I O: 45.8676 R: 95.0 .0
L: 76.05
~~O T: 40.20
a: R: 5.00 S38' 24' 33.23"W
. . S74' i 27.991 50.082 S74' 27' 50.93'1N
. . _ 27.991
. . i
- \
a. . i \ Tie,
. . ~ 0~
. . Pi sta: , a: + .os . a: + ~N
• • • _ Q. • s: 62.8690 0: 15.9372 e: 29.409 ~ i L: 31.55 S28' 3 47.5 S/~' T: 15.92 ~<:::::::;:.:I:.:.:::::. O
~I ~ I .~.r - Q • • ~ • L: 104.24 L: 26.42 L: 48.76 ~O
` ~ • T: 58.07 T: 13.30 T: 24.93
~ ~ L: 22.3 S9' 34 06.00"W / ~ I ~ ' + ~
a _ • .i ` ~ ~ ~1 ~r ~ . T: 11.2 29.068 ~ / / . I ~ o O /
J - - _ _ r ~ .rte ~9' 44' 36.31 "W ~ ~ _ . ~ ~ N89' 33' 19.88"W 1.931 1 ~ - ~ ~ 8.578 / ~ i ta: + ~ ~ i ~ '
V ~ ~ \ ~ ~ ~ ` ~ S27' 34' 31.59"W % -`1~~I~~% a~ ~ ~ ~ ~ 0: 52.1809 , ~~fac~ ' ~ ~ . ~ S8T 43' S3.42"W L: 86.52 .0. • a a /
i ' 9.789 / \ I . i ~ ~ 90.616 T: 46.52 ,jam/ ~ ~ ~
~ ~ ~ ~ ~
~ \ ~ - - ~ , ~ ~ - 1 ~ / / ~ ~
- - i / i- - - . S48' 16' 02.46"W 10+45.17
~ ~ i i r i 14.517 X,. ~ ~ - _ _ _1 r. PC: 11+92.28
~ -r..

1 ~
\ IL N i Q - - - - - ~ r- ~ i ice/ ~ ~ ~
-4~- ~ i ~ R ~ ~ cC ~ ~9 3r
~ ` ~ ~ ~ PC: 14+95.97 ' ~ • ~ J a? k =M~-
. _ . , _ ~ PC: 16+97.64 a PC: PT: 15+44.74 .74 N
a: 1 +11.15 S58' 19' 17.69"W er1 r
O: 16.1857 S74' 15' 31.69 "W 75.020 F_
L: 26.84 51.461 PT: 16+46.18
T: 13.51 O: 39.4642 a
Sta: 1 +93.6 .00 L: 65.43 S61' 44' S7.18"W
O: 52.1680 T: 34.07 30 ~ 24.254 R: 95.0 ^ ~ o
BASE SURVEY BY: T: 46 5~ SITE PLAN -SOUTH PARK TO WAGSTAFF ROAD 1 so
- G P.A. WATKINS SURVEYIN MAULDIN J~ ~ Scale 1 " = 40'
EET 13 1 W. BROAD P.. X444 0 0 BO 27526 NORTH CAROLINA FU UAY VARIN MIDDLE SECTION 3TA 9+00 TO 23+00
919-552-9328 .
_ _ _ Surveying: PDS PROJECT ID: FVHT1 SUBMITTi4LSIREVISION Mauldin-Watkins Surveying, P.A. DRAWN BY: PDS # Date
'"iii ~ • ~i\, IISIONS: TITLE: HERITAGE TRAIL PHASE ONE
• T ~ South Park fio C.H. Johnson Environmental Eduction Park P bmittal for Permits Fuquay-Varlna, North Carolina
r• Q • ~ • . • • • i . • 1301 BROAD3TREET ~ 10/15/07 Submittal PARTIAL LAYOUT PLAN
an sca a rc ~ ec ure an ann~n • • ~ • • i • • ~ FUQUAY VARINA, N.c. rrszs REVIEWED BY: SNW
1•~ ~ 1 ~ ~ ~ ~ 1 • ~ / ' ' PHONE: [phone] FNX: [phone]
1~ ~ ~ , 11CN:1 IAAFNT TYPF• PFRMITTIN~ TOWN OF FUQUAY-VARINA SHEET:
RALEIGH, NC 27605-1610 \~s Wetland Delineation: 407 Old Honeycutt Road
PHONE: [phone] ~wmw' N~ Fuquay-Vadrre, North Carolina 27528 LAY~l
Burdette Land Consulting, Inc. TEL [phone]
FAX: [phone] XAD W. MILLBROOK READ, suite zoo NOT FOR CONSTRUCTION
EMA]IL:md-s-landQncacom FINAL DRAWING RALEIGH, N.C. 27609 In partnership with the COMMENTS: TENTS VALID AND RELEASED FOR CONSTRUCTION Qty AFTER ALL SIGNATURE
FOR APPROVAL PURP08E3 ONLY ~ PHONE: [phone] FAX: (9t9) 841-0606 oommotrr mmavnrE arwios o uTM CAM FeieoH NCDOT Division of Bicycle and Pedestrian Trans poAatbn BLOCKS AND VS S AND SEALS ARE SIGNED AND DATED BY ALL APPROPRIATE PARTIES

O: 93.06 ti ~ , ~ S36' 15' 25.84"W 4"W
L: 121.82 ~ ~ _ _ ~ 27.907 ,r am
T: 79.12 I I '
R: 7 1
S56' 48' 21.12"E /
34.242 / Sta: 25+ 0 40 80
PC: 27+93.88 e: 37.7276 ~ L: 62.55 ~
PI Sta• 0+74.43 ' ~ ~ ~ ` ~ Scale 1" 40'
• 1 1f • e: 18.9894 ~ ~ , , ~ i ~ ~ ~ ~ \ ~ ~ L: 66.2 ~ ~ ~ ~ ~ , ~ ~ \ , l~\ T: 32.46 I Sta: 24+ 6.61 ~ R: 95.00 e: 34.9028
• ~ T: 33.45 ~ \ O~~i ~ ~ S54' 20~ 36.45"W L: 57.87
Q. • Q. • R: 00.00 ~l / h x ~ / ~ ~ x ~ PC: 28+84.92 x ~ ~ _ ~ ~ ~ 28.643
• . • S9' 31' 53.22"E ~ T: 29.86
~ • • • • ~ • ~ 110.139 R: 95.00
~ • • • • • S37' 48~ 59.46"E i~ _ = ~ 28.204 / ~ i~ PC: 30+40.98 - _ ~ S28' 11' 46.23"W \ / \ 11.038
• ~ • ~
• ~ • ~ f M ~ <<~ 9.492
• \ • 2 E , ~ , ~ / ~i iii ~ 559 ~ ~ ~ ' / i~ iii//,i ~ ~i ~ ~ \ ~ ~ - ~ ~ ~ ~ a: 4+34.45
\ L ~ _ = \ ~ ~ i ~ - ~ ~ v~.~~~~~ ~ - - , O: 21.2021
~ ~ i ~ ~ ~ ~ i ~ ~ ~ ~ ~ i , ~ \ \ V ~ L: 25.90
~ti I' \ ~ _ ~ 1 i ` - , ~ f~''~:~~~`~~~~~~ ~ ~ PI a: 28+2 .71 \ ~ J~ . ~ T: 13.10 ~ 1~=_. ~ ~ R• 70.00
1 ~ ~ ~ - - ~ . , ~ ~ , ~ A: 18.0863
o
~ / O t~ C~. ~ 1 ~ ~ , ~ T: 31.83
(n \ ~ m V ~ ~ ~ ~ , ~i t~ i ~ ~ ~ ~ S41' S3' 48.61"W a. Sto: 23+92-57 31.1053
~ `c- ~ ~ ~ ~ 3.646 e: 31.10 - ~~k ~~1~ :51.57 51.57
-~i ' / ~ ~ ~ ~ ~ ~ \ T: 26.44. 26.44
.1 \ ~ ~ ~ - ' \ ~ ~ \ \ - ter„ ,r, ~ ~ ~ ' / / I ~ ~ ~ R• 95. 0 C: 26+935 ~ - . ~ \ 95.00
~ ~ ta: 31 +65.48 PI Sta: +
/ - ~ • • PT: 31 + .61 , , 0: 35.0620
' ~ a L: 58.13 e: 63.874
~Y ` ~ ~ a ~ • J' ~ T: 30.01 L: 66.89 p ~~1 ~ S73' 00~ 07.54"W ~ \ ~ ~ \ ~ ~ 12.873 4"W
~ o ~ R• .00 T: 37.40 \ R:
, . ~ .i / ~ ~ 4~ • /
~ ~ .i Y, ~ ~ • ~ , ~ ~ a > > .s3s~
• iL 1~ ~ T: 9.68
/ ~Ii \ ~ ` /~~ii~~ R• 95.00
LAYOUT PLAN -SOUTH PARK TO WAGSTAFF ROA LOWER (SOUTHERN) SECTION STA 23+00 TO 35+67 S84 38' 19.58"W ` )1 ` ~ ~ ~.11 1 1\\~\\\\ \
38.986 ~ : ~ ~ _p o EL / ~ MATCH LOWER ~
SHEEP ~`Y
~ 1
FL00 LIGHT ~ EXISTING 1 R D CONTOU -1 \ ~
uGHT POLE ~ I EX STING 5 CONTOUR LP
~ POLE - PROPOSED CONTOUR UTILITY
i MIT OF G WIRE U D STURBANCE UY
Q U11UTY STRUCTURE r DIRECTION OF FLOW
COO CLEAN-OUT
TELEPHONE MANHOLE ~ I~ l ~ I 11 ~~I~Y~I~ j 3
SANITARY MANHOLE l ~ III~~I~/~I
STORM MANHOLE
CURB INLET ~ t / ~ ~Ij ~r +I~I~I YJ
YARD INLET
FlRE HYDRANT I ~Ij I~ll(I~~ I~~II ~ ~ O~
wv~ WATER V/1LVE ~ ~ ~ I II ~ I ~ I I ~ TOP=321.83 ~ a. TOP=321.75
SPRINKLER HE4D I ~j ~I~y~~l~~~~~l~ll~~ INV OUT31594 Z~ INV OUT31695
~ WATER METER
o OPEN-BASE WHEEL STOP I ~I Ixlll~~l~~l~~
(NOT ALL SYMBOLS MAY BE USED) \
\ ~ •
~ •
MAT THIS SHEE P~~ 1 ID~ - / \ ~ ~ _p~~ TOP=305.97 1 R X \ \ \18 ~P ~ ~ ~ 1 ~ \ \ ~ i i
i i
i .00000
~ ` _ i i
i i
INV OUT=302.47 ~ ~ ~ ~ ~ ~ ~ ~ ~ \ ~ 1 I ~ R. ,.0 \ \ ~ /
t .r / ~ ti r /
1 ~ ~
~ i ~ j ~ / / -
/ / / ~ i ~ ~ / / p r'/ - / _ - / ~ / /
/ ~ / / ~ ~ ~ ~ ~ M
~ / i TOP=311.34 TOP=317.97 ~ ~ / ~ r" „
Q ~ \ /
~ IINV IN=305.84 I INV IN=311.92 TOP=323.52 ~ ~ • i V • • ~ U
~i~ INV OUT=305.56 INV OUT=311.62 INV OUT31782 ~ i + ~ / ~ ~
~ / ~ l
i . ~ ~ 1 a
/ - a. ~ x
a. i
/ I I ~ r • • •
~ ~ / ~r 3
• • / / r/ • / ~ /
J- r
i a • • , PROJECT END ND
i
40 0 40 40 80
1 = 40 Scale . . 40'
BASE SURVEY BY: /
MAULDIN - WATKINS SURVEYING. P.A. P.O. BOX 444 1301 W. BROAD STREET
FUQUAY VARINA. NORTH CAROLINA 27526
919-552-9326
Surveying: PDS PROJECT ID: FVHT1 SUBMITTALSIREVISIO Mauldin-Watkins Surveying, P.A. DRAWN BY: PDS # Date
k Drive Studios ::=:~~~~~bis~.:~;~.,. Par o i m~ a or erm~ s PARTIAL LAYOUT PLAN
Landscape Architecture & Land Planning ~9p~ gRpgp g7REE7 ~j 10/15/07 Submittal FUQUAY-VARINA, N.C. 27518 REVIEWED BY: SNVN
t: : . 298 : PHONE: [phone] FAX: [phone]
~"'1 ~7~5 psArt nR7vR_ ciTiTR 2tln i
NJ L , i , iV i i ai..s i/iv ? ~ v wl mr~~~ \~~V • i I~ • • ,
• , RAIMGH,, NC 276mijBE-1610 Wetland Delineation: wA;unntn i i Trt: rCrcmI 1 1 inu 401 Old Honeycuft Road
PHONE: [phone] owes 0 • 1 11111111111,,,.`• Burdette Land Consulting, Inc. a' FuquaymV81ina, North Cerollrre 27526 LAY~2
[phone] FAX: soeo w. MILLBROOK ROAD, sunE zoo NOT FOR CONSTRUCTION TEL [phone]
EMAIL: [e-mail] FOR APMOVAL PU ONLY RALEIGH, N.C. 27809 In partnership with the COMMENTS:
Y PHONE: [phone] FAX: (919) 841X909 NCDOT Division of Bicycle and Pedestrian Tranew-ta'-ftri B°oc~s"ANDVs BENTS VALID AND RELEASED FOR CONSTRUCTION Qty AFTER ALL SIGNATURE ;S AND SEALS ARE SIGNED AND DATED BY ALL APPROPRIATE PARTIES
err PWac orate snAas 0 uMM DAN MMa+

GENERAL NOTES
THE REQUIREMENTS OF THE TOWN OF FUQUAY-VARINA AND STATE OF NORTH CAROLINA
CODES ORDINANCES AND APPLICABLE STANDARDS SHALL APPLY.
CONTRACTOR SHALL VERIFY LOCATIONS OF ALL ABOVE AND 80.0W GROUND U11UT1ES PRIOR TO ANY CONSTRUC110N ACTIVITIES.
CALL 'NC ONE CALL" - 1-800-632-4949
CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF PLANNED OR CONSTRUCTED ROADWAY. CURB AND GUTTER STORM
DFiAJNAGE STRUCTURES AND PIPES AND SEDIMENT AND EROSION CONTROL
MEASURES PRIOR TO STAKING ON-SITE FACILRIES AND ELEMENTS. CONTRACTOR SHALL COORDINATE INSTALLATION AND MAIMENANCE OF K PARKING L( OUTH PAR S WING LOT
SEDIMENT AND EROSION CONTROL STRUCTURES WITH ON-GOING PROJECT'S
8Y THE TOWN OF FUQUAY-VARINA AND THE N.C. DEPT. OF TRANSPORTA?tON.
63 629
- 37 - CC • ~ 6 -
LEGEND 14 OC E C ~3 ~ 1 BC EC 1C DC
FLOOD LIGHT ~ ' - ~ EXISTING 1' CONTOUR 692 C-PRC ^•S .x387.42 6i : , rBr' .
LP 7¢c LIGHT POLE ~ ! ~ D(ISTING 5' CONTOUR , ; ,I ,
~a UTILRY POLE PROPOSED CONTOUR t 634 C-POC '.93 -POC
• GUY WIRE OMIT OF DISTURBEWCE 1 I . ; •
Q UTILITY STRUCTURE ~ DIRECTION OF FLOW ~ . 1 j633
COO CLEAN-OUT 1 387.75 ' ,x 3 ' • BC-POC TB 1 W7.75 BC-POC
TELEPHONE MANHOLE I ,
SANITARY MANHOLE JTH PAR K TB
STORM MANHOLE ` I
CURB INLET •
YARD INLET ,
FlRE HYDRANT O
wv~ WATER VALVE x 3
SPRINKLER HEAD , TB EG . , , 1 .18 " ' BB ~ ~ TB 1 ~
~ WATER METER ~ 1 I I 1 ,
o OPEN-BASE WHEEL STOP ~ I 1 ; , ~ ~ 1
• 1 \ , .
(NOT ALL SYMBOLS MAY BE USED) ` r 1 I ~
~ I ;
I
. I ~ , I , ,
s22 6~9 7 8g ~ 30`' EG x P-mcuOP
, • ] T ti GLEE ~~ER . BLEECH , . , . '.TB TOP-385.86
i ~
~ r' . 1~ ~ 1 I
I I
1.~ BtiEECHER ' LEECHEEt • • ,
x .83
T -EN " " ' ~ . N uM CONSTRU
I , , CONSTRUCTION LIMITS
:I • I 62 g .fa EG .T ;~G Bg BB
, '

I
I
• I
a yr ~ E • • ~ r•
836 l; g
. .67 . ~ 837 x 3.09 1, . •
BB • ~ .22 ~
~ ~ ODS ~ NU e CONSTRtJC110 ~ • ~
x ~.n CL TB ~ ~ ~ ~ ~ g.
. r.'' / .a2~.... . CTpOC•'.'.'.'.' 664 1 6 b ~
' ~ ~ X . ~ • 82b~•. 371. ~ Tg ~E2 .37 / x ECON ~ 3b0.51 l ee
699 ~ CLD WOGS
.ti 7... .~o i EC
4 ''it Q$.... ~ BB ~ T , •
6 / •E -POC•• ~ x M • ~ ~ 6 EC
~/w , t - ND . ~ oDS ~ \ EC • 77 6,.,8 • . • x .38
` ~ E ~ y. 784 ~
a LE BLEECH / . • ~ . STOP=379.83
8B / ~ x ~ „
56 ~ ~POC
• • • R . . . • . • • • . • • . . • • . • • • . . . • . • • yea x378.70 ~ ~ . • •••EC••. • ~ ee ~ » ~7 ~ INV IN=376.28
J ; . . • • . • 1 \ • • • . • • • • • • . . • • • . . . . • • • . • ; . • . . • . ODS 18,62 752 / - -BtEECFfiER' ~ BLEECHER • . • • . / ~ INV OUT=376.08+
-~aa ~ocA7ia~u P 7 .47 / ~ 7 EG_P~ ~
' ' ~ N CTION LIMITS CO STR A 7H .••.••.......•.•.'7 /
~ ~ t r . ~ { 7 ~ 1.78 .7G'7. / ~
t 1 SIMM~I • . • • . • • • • • • • • • • • • • • • • • • • • . • . • • . • / aaaaa G
8 .......M 4~1Z 5 n ~ .R: N.aaa HaaN" •
x / 'i ~~N _ '•744 x • ~ ~ , , ~ • • • ~ • • ' • •1... • ~ x378.12 „ • •u8' . • ~ • • • •
TB x .AR.... ~ .
. ~ ~ T ~ .~~~~~a.~~a.aaa.~~a.»~~~~aN~aaaaaa~~ aaaaaaa.NNaaaaaa"a"a.a.Na`~a` • „Na.at ~aa. • • • . aaNaNaaa
.a .~31.. ----y38du _ 1.67 • , x T8; ~ ODS . ODS ODS
BASE SURVEY BY; 0 2 o za ,0
- URVEYING P.A. IN WATKINS S MAULD EET W. BROAD STR P.O. BOX 444 1301 s Scale 1' a 20'
7526 RTH CAROLINA 2 UAY VARIN NO 919-552-9326
¦
" 111 1 Surveying: PDS PROJECT ID: FVHT1 SUBMITTALSIREVISION
~ ~ ~ I~ ,
s • • • Q • • Mauldin-Watkins Surveying, P.A. DRAWN BY: PDS # Date ~9p~ BRpp,pgTp~r 0 10/15/07 Submittal . . m~ a or erm~ s GRADING PLAN
an sca a rc ~ ec ure an ann~n ~ • • .t FWUAY-VARIWI, N.C. 27Sl8 REVIEWED BY: SNW
• • • • ~ • ~ t ~ ~ • PH~IE: 1979)552.9928 FAX: [phone] ,
~i • • ~ i
AND 407 Old Honeycutt Road
v RALEIGH, NC 274505-1610 SO, Wetland Delineation: uwumcn I I T M; rammi i 1 ilvqv
PHONE: [phone] N.lolls MMMMM"WO Burdette Land Consulting, Inc. Fuquay Vadna, North Camlina 27526 X-X CAMM TEL [phone] Gp~l
FAX: [phone] MD W. MILLBROOK ROAD, sunE zoo NOT FOR CONSTRUCTION
EMAEL: pdslandQncacom FINAL DRAWING RALEIGH, N.C. 27609 In partnership with the COMMENTS:
FOR APPROVAL PURPOSES ONLY f PHONE: [phone] FAX: (919) 841-S909 NCDOT Division of Bicycle and Pedestrian Trans in B~OCHS A DV IENTS VALID AND RELEASED FOR CONSTRUCTION Qom`( AFTER ALL SIGNATURE S AND SEALS ARE SIGNED AND DATED BY ALL APPROPRIATE PARTIES
CMRorR PMUC ors sruoios o ur:ffronIM M81M

i ~
i ~ i ~
i ~
i ~
r 20 AfAgAIM
4 , Og
20 0 20 40
? ~ scaIa 1" 20'
"S i ~ ~ ~ ~
1 /i
~ / ~ s ? a ~ ~ /
/ ~ ~ /
/ ~ i~ ~ ~
~ / ~ ~ ~ A ~
/ ~ / ~ / ~ \ / G CONSTRUCTION UMITS
~ ~
. / ~ r ~ ~ ~ ~ / ~ 1 /
~ ~ : ~ ~ ~ ~ ~ ~ CONSTRUCTION UMITS e / ~ ~
/ ~ ~ m ~ ~ /J ~ + ,
/ • ~ ~ ~ ~ ~ T n ,ir . t~. . i ~
~ ~ ~ J ~1 '1! • .ra.. -r . r / ~i
6 \ ~ . ~ ~ 7 ~ ~ s •i. r • / / ~ ~ / ~ -
a _ ~ ~ ~ ~ ~ ~ .
G ~ ~ - ~ \
Q ~ • i ~ • • • • • ~f.
\ ~e,.~ ~ ~ ~ . o • ? •1 • / ~ ~ ~ •y . / • ~ •~I • ~ r ~ 011* ;1001 - .
• • • ~ ~ ~ ! 'i • ~ tSC • ` ~ +yr ! • ~ ~ ~
• ' ~ • • 1 ~ / ~
• • . • ~ D J ? ~ ~ ~ :f:~:~. 1:T-:..
\ ~ ~ \ \ \ J ..r ) ~ ~ • F • • ~ ~ ~ ~ Fw~ ti ~b
'Q • i ~ /~0 • _ • ~ ~ • • ~ ~ • ~ •
• • ~ • . • . ~ ~ • • ' 0 • / ~ • ~ !y F i
• ~ • ~ ~ • ~ ! • ~ ' 0 . ~ ~
~ ~ / ~ i / I r~ 'loll
~ ~ ~ ~ / ~ ~ ~ r
~ •
~ 1 ~ DISTUR 8ED W D S
CONSTRUCTION UMITS \ ~ ~ ~ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ I ? ~ ~ ~ o, , ~ ~ 1 33 5 SF 0,031 AC. / v~ / CONSTRUCTIO TRUCTION UMIT'S I
~i ~ ~ ~
? ,p i . / .S
LEGEND
FLOOD LIGHT ~ ~ ~ ~ p(ISTING 1' CONTOUR
LP ~c UGHT POLE ~ ~ ' ~ D(ISTING 5' CONTOUR
UTIU~Y PALE ---L~F- PROPOSED CONTOUR
+ GUY WIRE UMR OF DISTURBANCE
Q UTILITY STRUCTURE DIREC110N OF FLOW
COO CLEAN-OUT
O TELEPHONE MANHOLE
Q SANITARY MANHOLE
.A.
~j ~ I UKM MANHOLE
CURB INLET
' ~ YARD INLET
FlRE HYD RANT
w~ WATER VALVE
SPRINK LER HEAD
® WATER M ETER
o OPEN-BASE WH EEL STOP
NOT ALL SYM BOLS MAY BE USED
Ile
.4000,
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RVEYING P.A. P.O. 80X 444 1301 W. BR OAD STREET
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'"iii ,t Surveying: PDS PROJECT ID: FVHT1 SUBMITTALSIREVISION Mauldin-Watkins Surveying, P.A. DRAWN BY: PDS # Date ISIONS: TITLE:
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_ • s • _ • Q • • South Park to C.H. Johnson Environmental Education Park
• ~ _ an sca a rc I ec ure an annln • • • 1301 BROAD STREET 0 10/15/07 Submittal ?mittal for Permits Fuquay-Varina~ North Carolina GRADING PLAN
• • ~ • • • i FUQUAY-VARINA, N.c. rr~s REVIEWED BY: SNW PHONE: [phone] FAX: [phone]
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~ ~ . _ DOCUMENT TYPE: PERMITTING TOWN OF FUQUAY-VARINA SHEET:
a~raa~a~avial i v tr i w.r 1v1v •a in- CS ?M/ Sege PHONE: [phone] N wevano ion: 401 Old Honeycutt Road
II 11 • ~ II/111111111..•• FuquaymVarina, North Carolina 27526
~`RR\1Rwwww•ww••w•~~ FAX: [phone] Burdette Land Consulting, Inc. 1"EL [phone] GP 2
EMAEL: [e-mail] `ES ONLY XaD W. MILLBROOK ROAD, sunE zoo NOT FOR CONSTRUCTION RALEIGH, N.C. 27608
FOR APPROVAL PUl""' PHONE: [phone] FAX [phone] In partnership with the COMMENTS:
marraot~r Mwrccw~sruoios o uTWalMM3MN NCDOT Division of Bicycle and Pedestrian Transporbiltion DOCUMENTS VALI BLOCKS AND SEA :NTS VALID AND RELEASED FOR CONSTRUCTION Ql~y AFTER ALL SIGNATURE AND SEALS ARE SIGNED AND DATED BY ALL APPROPRIATE PARTIES

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RAIMGH, NC- 276"ve"5-1610 Wetland Delineation: UUUUMEIVT TYPE: F'tKMI I I IIVU 401 Old Honeycuft Road
• • t1l,"eseylA 1111I111t [phone] Fuquay-Vadna, North Carolina 27526 GP 4
\~\\\\\aaa•N„N•N [phone] FAX: Burdefte Land Consulting, Inc. MW W. MILLBROOK ROAD, sunE zoo NOT FOR CONSTRUCTION TEL [phone]
EMAML: pdslandC&ncrr.com FOR APPROVAL PU NLY RALEIGH, N.C. 2709 In partnership with the COMMENTS:
r PHONE: [phone] FAX: (9'19) 841909 DOCUMENTS NCDOT Division of Bicycle and Pedestrlsn TranspOrteUon BOCNS AND SE BENTS VALID AND RELEASED FOR CONSTRUCTION QNLY AFTER ALL SIGNATURE ;S AND SEALS ARE SIGNED AND DATED BY ALL APPROPRIATE PARTIES
OOPYRIOFir PARK DItltlE a'11A108 0 U17M QI17E FBiEON

LEGEND SEEDBED PREPARATION NOTES sreBiuz4roN P~uw~ srae INSTALLED I~CORDING TO PLAN. 1. PREPARE SEEDBED AS DESCRIBED UNDER SEEDBED PREPARATION NOTES. 1. PREPARE SEED IED. ~IBBILJZAIlQN
SEEDBED AS DESCRIBED UNDER SEEDBED PREPARATION NOTES.
FLOOD LIGHT ~ ' ~ ~ D(ISTING 1' CONTOUR 1. SURFACE WATER CONTROL MEASURES TO BE INSTA Lp ~c UGHT POLE ~ ~ IXISTING 5' CONTOUR ~MPL.ETE GRADING BEFORE PREPARING SEEDBED.
2. APPLY SEED AND MULCH AS SPECIFlED UNDER TEMPORARY SEEDING 2. TOWN OF HOLL VD SPREAD WITH AVAILABLE RECOMMENDATIONS. PERMANENT GROU t. TOTAL SEEDBED PREPARED DEPTH ON SLOPES WITHIN ~F HOLLY SPRINGS EROSION CONTROL ORDINANCE REQUIRES THAT A ' GROUND COVER SUFFICIENT TO RESTRAIN EROSION BE PROVIDED
~ UTILITY POLE PROPOSED CONTOUR 2• AREAS TO BE SEEDED SHALL 8E RIPPED AND SPR ? GUY WIRE LJMIT OF DISTURBANCE ~~L 3" DEEP ON SLOPES 2:1 OR FLATTER. TOTAL i WITHIN 21 DAYS AFTER COMPLETION OF CONSTRUCTION OR
SWILL BE 4" TO 6" DEEP. IF SOILS ARE COMPACTED PACTED DURING GRADING LOOSEN TO A 3. AGRICULTURAL UME: APPLY AT THE RATE OF 95-LBS/1000 SF OR 2 DEVELOPMENT. M.
Q UTILITY STRUCTURE r- DIRECTION OF FLOW DEPTH OF 6' TO 8". TONS//~. IMMEDIATELY BEFORE PLOWING (SOILS WITH A pH OF 7 OR HIGHER NEED NOT BE LIMED. 3. AFTER PREPARI :T10NS SHALL BE REMOVED FROM THE UNIFORM SEEDBED. 'REPARING SEEDBED. PULVERIZE THE TOP 3" OF SOIL TO PROVIDE A
COO CLEAN-OUT 3. LOOSE ROCKS. ROOTS MID OTHER OBSTRUCTIONS ~EEDBED.
TELEPHONE MANHOLE SURFACE TO PREVENT INTERFERENCE WITH ESTABUSH SANITARY MANHOLE VEGETATION. ~ABUSHMENT AND MNMENANCE OF 4. GRASS SEED: APPLY AT THE RATES SPECIFlED UNDER TEMPORNtY SEEDING TURAL LIME: APPLY AT THE RATE OF 95-LBS/1000 SF OR 2
RECOMMENDATIONS. 4. AGRICULTURAL TONS/AC. IMMEDIA AT FlNISH GRADES SHOWN SHALL BE 5. SURFI~E ROUGHING: IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A NEED NOT BE LIM LOOSE SURFi~E~ BREAK UP LARGE CLODS. IF RAINFALL CAUSES SURFACE TO IMMEDIATELY BEFORE PLOWING (SOILS WITH A pH OF 7 OR HIGHER
Q STORM MANHOLE 4. SURFACE FOR FlNAL SEEDBED PREPARATION AT FlN CURB INLET SMOOTH AND UNIFORM. BE UMED). sea 1 1 EC-
BECOME SEALED OR CRUSTED. LOOSEN JUST PRIOR TO SEEDING BY DISKING. 5. APPLY SEED A JVD FERTILIZER APPLIED ACCORDING TO RAKING. HARROWING OR OTHER SURABLE METHODS. GROOVE OR FURROW RECOMMENDAl10NS SLOPES STEEPER THAN 3:1 ON THE CONTOUR BEFORE SEEDING. 3EED AND MULCH AS SPECIFlED UNDER PERMANENT SEEDING 1 ~ 1 1~ ~ - ~ ~4 ¦
YARD INLET 5. A SOIL TEST SW4l.L BE TAKEN AND LIME AND FER ~ FlRE HYDRANT THE SOIL TEST REPORT. DAl10NS. i I ,I \I 1 1 \ Ec-POc
6. FERIIUZER: IN ;ER: IN THE ABSENCE OF A SOIL TEST APPLY 10-10-10 TO ALL I ~ I I ~ ~
wv~ WATER VALVE 6. APPLY LIME AND FERTILIZER ACCORDING TO SOIL 1 SPRINKLER HEAD SOIL TEST HAS BEEN PERFORMED. APPLY FERTILIZER SOIL TEST RECOMMENDATIONS. IF NO 6. MULCHING: APPLY SMALL GRAIN STRAW AT A RATE OF 95-LBX./1000 SF DISTURBED AREA IIUZER ACCORDING TO SEEDING OR 2-TONS/AC. TACK WITH ASPHALT AT A RATE OF 200 TO 400 GNJ.ONS AREA AT A RATE OF 23-LBS./1000 SF OR 1000-LBS/AC. I I ~ ~ r4"
SPECIFlCATIONS ON THIS OR DETiULS SHEET APPLYIN ~ WATER METER THE SOIL PRIOR TO SEEDING. iPPLYING UNIFORMLY AND MIXED WITH PER ACRE OR OTHER APPROVED METHOD SUFFlCIENT TO HOLD STRAW IN 7. SURFACE ROUG PLACE. LOOSE SURFACE. BECOME SEALED 0 E ROUGHING: IF RECENT TIUAGE OPERATIONS HAVE RESULTED IN A SC5 I I ~ I ~ ~ ~ SCS
tFACE. BREAK UP LARGE CLODS. IF RNNFALL CAUSES SURFACE TO I I ~ I I~
o OPEN-BASE WHE0. STOP 7. IF COMPACTED. ROUGHEN SEEDBED SURFACE PRIO (NOT ALL SYMBOLS MAY BE USED) SEEDING SCHEDULE DATE. TYPE AND PLANTING RATES. J11.ED OR CRUSTED. LOOSEN JUST PRIOR TO SEEDING BY DISKING. 1RROWING OR OTHER SURABLE METHODS. GROOVE OR FURROW ~ I ~
.E PRIOR TO APPLICATION. SEED PER RAKING HARROWIN W?TES. ~o~!oN co~rno~ Notes SLOPES 5`TEEPER MID TO COVER SEED. 8. MULCHING: APP CONSTRUCTION SEQUENCE OR 2-TONS/AC. T 15 LBS./1000 S.F. OR 2-TONS PER OBTNN EROSION CONTROL PERMIT(S). PEE RE. OR OT DAT APPLIED AT A RATE OF 200 TO 2. ATTEND PRE-CONSTRUCTION CONFERENCE. EEPER TFIAN 3:1 ON THE CONTOUR BEFORE SEEDING. i I I I ~ V ~ ~
~ I ~
8. CULTIPIVCK ENURE AREA TO FlRM SEEDBED MID T 9. MULCH WITH STRAW APPLIED AT RATE OF 95 LBS. ACRE. VG: APPLY SMALL GR~VN STRAW AT A RAlE OF 95-LBX./1000 SF I I I ~ ~ S/AC. TACK WITH ASPHALT AT A RATE OF 200 TO 400 GALLONS
OR OTHER APPROVED METHOD SUFFlCIENT TO HOLD STRAW IN i I I ~ 1~ I ~ ' ' ~ 1,
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EROSION CONTROL LEGEND ~o. ANCHOR WITH ASPW~LT EMULSION TACK COAT AP 400 GALLONS PER ACRE OR OTHER APPROVED METH CONSTRUC710N ENTRANCE TEI~IIPORAFtY SEEDING REC0611dEND~ATIONS METH00. PERMANENT SEEDI 3. OBTNN LAND DISTURBANCE (GRADING) PERMIT. SHOULDERS. SIDE r s~oiNC ~coM~~nanoNS 1 I ~ I ~ I ~ \ ~
11
4. INSTALL TREE PROTECTION ON SITE. _N~ ~ OV 1 T~EFESCUE OR HARD FESCUE 300 LB aC I I I I ~ ~ 1 I~ 1 11 1~
25'X100' MINIMUM ~E pis 5. INSTALL ALL EROSION CONTROL ME4SURES AS SHOWN ON THE APPROVED PLAN. ~ ~ _~R ~ 5 R 1 TALL FESCUE do ABRUZZI RYE OR ANNUAL RYE 300 LB/AC ~ R 15 TALL FESCUE OR F~ARD FESCUE 300 LB/AC I ~ ~ ~ ~ ~ ' ' ' ~ ~
JMI 1-MAY 1 RYE MID 120 LB~ MAR 1-JUL 15 ~t ~ 6. CALL FOR ON-SITE INSPECTION 81f TOWN OF FUQUAY-VARAINA ENGINEERING L 15 HULLED COMMON BERMUDA GRASS 200 LB/I4C I I I ~ ~ ~;~:~:~:t' I~ 1 1
ANNUAL LESPEDEZA (KOBE) CHECK DAM MAY 1-AUG 15 GERMIW MILLET DEPARTMENT PERSONNEL TO OBTAIN CERTIFlCATE OF COMPLIANCE. OR HYBRID BERMUDA GRASS I I ~~~~~~I:~ 1 1 OR CEMIPEDE GRPSS I I ~ 1 I
A~JG 15-DEC 31 RYE (GRAIN) 120 LB%I4C 7. PROCEED WITH GRADING. OR ZOtrsu? Goss I I
STD. CATCH BASIN AND ~ OMIT ANNUAL LESPEDEZA NMEN DURATION OF TEMP YARD INLET PROTECTION p(TEND BEYOND JUNE. F TEMPORARY COVER IS NOT TO g, CLEAN SEDIMENT TRAPS ANO BASINS WHEN ONE-HALF FULL AND CHECK FOR ~R 15-JUN 30 OR ST. AUGUSTINE GRASS ~ ~ ~ ~1 I JN 30 WEEPING LONE GRASS 25 LB/AC I I I i~ ~ ~ 11
OR BAHIA GRASS I I ~ ~
NOTE ON MNNTENANCE: REFERIIUZE IF GROWTH IS N SF TEMPORARY SILT FENCE REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING ERO ~ ~ TEMPORARY DIVERSION DITCH Tppgp~L STOCK PILE NOTES rFl IS NOT FULLY ADEQUATE. RESEED. MAINTENANCE OF ALL EROSION CONTROL DEVICES WEQCLY OR AFTER EVERY X~" OF RAIN. JUL 15-AUG 15 1G 15 TALL FESCUE BLIQ 35 LB/AC ~ ~ ~ ~ BROWNTOP MILLET OR SORGHUM-SUDAN HYBRID I \ ~ ~
NG EROSION OR OTHER DAMAGE. 9. SEED AND MULCH DENUDED AREA VVIT'HIN 21 DAYS.
~ TEMPORARY - R 10. MAINTAIN SOIL EROSION AND SEDIMENTATION CONTROL MEASURES UNTIL PERMANENT pERMIWENT VEGET GROUND COVER IS ESTABLISHED. HEIGHT BEFORE M ~E (~ON5IRUCTION LIMITS IN l1 ~ SEEDING DATES ](GEED 2:1 SLOPE. 11. CALL FOR ON-SITE MEETING TO OHTNN APPROVAL FOR REMOVAL OF TEMPORARY RAINFALL. ETC. RY -RESEED ACCORDING TO OP'T1MUM SEASON FOR DESIRED ~ ~ ~ ~ ~ ~ T VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN ~ I~~ ~ TOP=385.86
.FORE MOWING TO KEEP FESCUE FROM BEING SHADED OUT. ~ ~ ~ y ~
p 1. S"fOCKPIIE TOP901L FREE OF ROOriS YIATHIN 7HE WN yy RIP-RAP DISSIPATOR APRON WWNER SUCH ?HAT ?tiE SIDE SLOPES DO NO? DcCEED DATES MALL VARY DEPENDIN WEATHER CONDRIONS (E.G. TEMPERATURE. 1 I ~ ~
EROSION CONTROL MEASl1RE5. STABIIJZE THESE /iREAS AND INSTALL APPLICABLE NOTE ON MAINTEN 11R WITHIN THE CONSTRUCTION PERMANENT MEASURES AND STORMWATER BMP'S. REFERTIUZE MlD ETC. ~ ~ ~ ~ ~ ~ ~ ~ 1 MAINTENANCE: REFER'TILIZE IF GROWTH IS NOT FULLY ADEaQ1l11TE RESEED.
~ 2. UPON COMPLETION OF ROUGH GRADING A~C'tM11R WIT UMRS~ REDISTRIBUTE TOP901L TO A MAXIMUM OF 8' DEP ~ ~ ~ ~ ~ ~ ~ ~ ~ CONSTRUCTION LIMITS GRIIDm ARFJ~5. MdVE TOPSOIL AS NECESSARY TO RETNN '.E MlD MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAM/~GE. ~ ; ~ I ~ ~ i ~I
d' DEPTH OVER THE RETNN ON SITE MID 12. REQUEST FlNAL APPROVAL BY ENGINEERING DEPARTMENT - CERI1FICp?TE OF
COORDINATE LOCA710N WITH OTHER OONSTRUC110N ACTM ~C(~RWWCE WRH THE CONSTRUC'T10N SEQUENCE. N AiCTMTIES. STABILIZE SITE IN COMPLETION.
ARMORED/LINED CHANNEL 3. W1Ul ALL IXCESS TOPSOIL OFF SITE. PERWWENT SEEDI SFIOULDERS. SIDE
AANNTENANCE PLAN ~E Pu~mNG w?~ ~ ~ I / I
N 1 SERICEA LFSPEDEZA(SCARIFlED) AND 'SO LBS/I4CRE ~ ~ ; i \ I I I ~
NCDENR PLAN APROVAL 1. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CHECKED FOR ~ ~ -SUN 1 MAR 1-APR 15 R 15 ~ TALL FESCUE 120 LBS/ACRE ~ I N 30 ~QQ WEEPING LOVEGRASS~ OR 0 LBS/ACRE ~ I
CALL NCDENR AT 919-791-4200. OBTIUN PUN APPRCV PROJECT. INSTi1LL APPLICABLE EdcS CONTROL MEASURES APPROVAL BEFORE STARTING ~~ILITY AND OPERATION FOLLOWING EVERY RAINFALL BUT IN NO CASE MAR 1-JUN 30 N 30 ~Q,Q HULLED COMMON BERMUDAGRASS 25 LBS/ACRE ~ ~ ~ 1 I I( 1
ANY LAND OIS7URBING (INCLUDING DEMOU110N) ACTMTIES 4SURES PRIOR TO ONSET OF ~ ~ ONCE EVERY WEEK. ANY NEEDED REPAIRS SHALL BE MADE MAR 1-JUN 30 ~CTMTIES. VEGETATION TO BE IMMEDI~4TELY TO MNNTAIN ALL DEVICES AS DESIGNED. JUN 1-SEP 1 P 1 TALL FESCUE ~ 120 LBS/ACRE I I ~I ~ ~ ADD BROWNTOP MILLET . OR 35 LBS/ACRE
ESTABLISHED ON SLOPES WITHIN 21 CALENDAR QAYS OR ~?YS OR SOONER OF 2. SEDIMENT SHALL BE REMOVED FROM DEVICES WHEN STORAGE CAPAiCITY ADD SORGHUM-SUDAN HYBRIDS 30 LBS/ACRE SC5 ~ I ~ ~ I ~ ~~.r~
COMPLETION OF ANY PHASE OF GRADING /~CTIVRIES. HAS BEEN APPROXIMATELY 8071 FlLIED. GRAVEL WILL BE CLEANED OR gEp ~ ~ REPLACED WHEN THE SEDIMENT POOL NO LONGER DRNNS PROPERLY. ~R 1 SERICEA LESPED~UNHULLED-UNSCARIFlED) 70 LBS/A~CRE V I I I I ~ ADD TALL FESC E 120 LBS/ACRE ~
~Q ADD ABRUZZI RYE AND ANNUAL RYE 25 LBS/l~CRE ~ ~ ~ ~
/ SC5 3. SEDIMENT SHALL BE REMOVED FROM THE TEMPORARY DIVERSIONS AFTER ! I I ~
i ~ FJ1CN RNNFALL. TF1E DIVER510N WILL 8E REPAIRED A5 IVEGES5l4iY TD 'FOR TEMPORARY PORARY SEEDING PURPVStl ~ ~
i ~ ~ ~ ~ ~ SC5 MAINTAIN FLOW TO THE SEDIMENT TRAPS. NOTE ON MPJNTEW . 2 2 4. SEDIMENT REMOVED FROM TEMPORARY DEVICES MAY BE DEPOSITED IN REFERIIUZE AND WASTE AREAS ON SITE IF DESIGNATED. MPJNTENANCE: REFER'rIUZE IF GROVIRH IS NOT FULLY ADEQUATE. RESEED. E AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAM~4GE. ~ ~ ~
INV 371.2 i , ~
~ ~ ~
5. ALL SEEDED AREAS WILL BE FERTILIZED. RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO SPECIFlCATIONS IN THE SEEDING SCHEDULE TO MAINTAIN A VIGOROUS. DENSE VEGETATIVE COVER.
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MAULDIN - WATKINS SURVEYING. P.A. P.O. BOX 444. 1301 W. BROAD STREET TOTAL PROJECT DIS 2.28 AC. (99, Surveying: PDS PROJECT ID: FVHT1 SUBMITTALSIREVISION T DISTURBED AREA
FUQUAY VARINA. NORTH CAROLINA 27526 (99,338 SF)
919-552-9326
. •~~iii~~iii /ISIONS: TITLE: E HERITAGE TRAIL PHASE ONE EROSION & SEDIMENT
~ ~ ~ ~:A~ ~-ii~ South Park fio C.H. Johnson Envfronmentel Educa~on Park
Park Drive Studio o..:~•.,, Mauldin-Watkins Surveying, P.A. DRAWN BY: PDS # Date ~sp~ gROgpgTRE~r Q 10/15/07 Submittal ibmittal for Permits Fuquay-Varina, North Caroline CONTROL PLAN
Landscape Architecture & Land Planning FUQUAY VARINA~ N.c. rrsis REVIEWED BY: SNW
298 PHONE: [phone] FAX: (919) 5~2-1486
171 S PARK DRIVE_ SiJI'I'E 200 } 11An1 I~IC\IT T/DC. n~n~~~Triwin_ TOWN OF FUQUAY-VARINA SHEET:
uv~?umc~~ ~ ~ t rc. r~r~nn~ ~ ~ ~~.v 0 401 Old Honeycutt Road
I • • • • ,~1,, RALEIGH, NC 27,g-'wi-1610 Wetland Delineation: Fuquay=Varina, North Carolina 27526
PHONE: [phone] 'Ash 11ST ~~/111II1111,,,••• ,Za\aataaaaNY•N•` Burdefte Land Consulting, Inc. TEL [phone]
FAX: [phone] MD W. MiLLBRoac ROAD, sung goo NOT FOR CONSTRUCTION
NIXON" dms 4md" EMAM: nc RALEIGH, N.C. 27609 In partnership with the COMMENTS: BENTS VALID AND RELEASED FOR CONSTRUCTION Q AFTER ALL SIGNATURE
FOR APPROVAL PUMaum:S ONLY Y PHONE: [phone] FAX: (9'19) 84i-O909 coPrtuofrr PAW ors snAas 0 uTM one rer DOCUMENTS V NCOOT Division of Bicycle and Pedestrian TranpofaUon BLOCKS AND S1 ;S AND SEALS ARE SIGNED AND DATED BY ALL APPROPRIATE PARTIES

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+ ~ 25'X50' MINIMUM `y''~
CHECK DAM
FLOOD UGHT ~ ' ~ D(ISTING t' CONTOUR
LP 7~[ UGHT POLE ~ ~ - ~ D(ISTING 5' CONTOUR STD. CATCH BASIN AND
~D.~ UTIUIY POLE -~J- PROPOSED CONTOUR YARD INLET PROTECTION
• GUY WIRE ~ ~ ~ ~ UMR OF DISTURBANCE SF TEMPORARY SILT FENCE
Q UTILITY STRUCTURE DIRECTION OF FLOW
COO CLEAN-OUT ~ TEMPORARY DNERSION DITCH
Q TELEPHONE MANHOLE
SANITARY MANHOLE ~ ry RIP-RAP DISSIPATOR APRON
51VKM MAIVI1ULt LO
CURB INLET CONSTRUCTION UMITS
~ YARD INLET
FlRE HYDRANT
wv WATER VALVE ARMORED/LINED CHANNEL
SPRINKLER HEAD
® WATER METER
o OPEN-BASE WHEEL STOP
NOT ALL SYMBOLS MAY BE USED
20 20 0 20 40
SC5 Scale 1 " 20'
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cs e w ~ ~ ~ ~ ~S' / 16 700 SF 0.38 AC
. f r. ~ ~ I f 6e - ~ ~ TOTAL PROJECT DIS -•B 2.28 AC. (99, s ~s ~
• ~ ~ ~ FNp ~ BASE SURVEY BY. k + s }d
M ULDIN WATKINS SURVEYING P.A. tis c ~ ~ EET s ROAD STR 1 W. B 13 P.. Bb
NA 27526 I~oR~H u FU UAY VARIN _
919-552-9326
~~~~i ~ Surveying: PDS PROJECT ID: FVHT1 SUBMITTALSIREVISION ERO ION E IMENT
i~ ? r,.~~~ ? .
• 1 . . • Mauldin-Watkins Surveying, P.A. DRAWN BY: PDS # Date n m~ a or erm~ s _ CONTROL PLAN
• ~ • i ec ure an annln anscae rc 1301 BROAD STREET 0 10/15/07 Submittal FUQUAY-VARINA~ N.c. r~sz~ REVIEWED BY: SNW
~'i • • • • • i ~ • ~ ; PHONE: (919) 552~ii26 FAX: [phone]
_ • • i `i • • •i www~ ~iw~ w~~~ ~~r~~~
i / a.i a a aLdLILAL, aims • arq wr v s s i. v v 4, f ; • z • f r
_ RAIMGH, NC 27605-1610 III 11 • • ? Wetland Delineation: wUumtn I i Trt: I''tKMI I I IIVu 401 Old Honeycutt Road
lp"HiONE: [phone] ~IIIII111/1,.,••• Fuquay=Vadna, North Carolina 27528 ESC~2
[phone] FAX90 Burdefte Land Consulting, Inc. soeD w. MILLBROOK ROAD, sung zoo NOT FOR CONSTRUCTION ion 0 TEL [phone]
ftv% nmdsJ...d0ncrr.com EMAEL: FINAL DRAWING RALEIGH, N.C. 279 In partnership with the COMMENTS:
FOR APPROVAL PURPOS ONLY r PHONE: (919) 841=9977 FAX [phone] NCDOT Division of Bicycle and Pedestrian Transponmon BLOCKS AND io ~ BENTS VALID AND RELEASED FOR CONSTRUCTION ~y AFTER ALL SIGNATURE .S AND SEALS ARE SIGNED AND DATED BY ALL APPROPRIATE PARTIES
coPrraotrr PAwc owve sTwios o u7WaTE

LEGEND
ti
FLOOD UGHT ~ ' ~ D(ISTING 1' CONTOUR
Lp ~c UGHT POLE ~ ' EXISTING 5' CONTOUR
~ UTILITY POLE PROPOSED CONTOUR
i GIJY WIRE ~ LIMIT OF DISTURBANCE
Q U11UTY STRUCTURE ~ DIREC110N OF FLOW
COO CLEAN-OUT .
TELEPHONE MANHOLE ,
SANITARY MANHOLE . .
STORM MANHOLE
CURB INLET 0, cP ; A. ~ ..:;~;z;. ~
YARD INLET ~ ~ 4 ~ {
FlRE HYDRANT ~ 1 ~
wv~ WATER VALVE 1 ~ . ,
SPRINKLER HEAD . ~ r!. ~ ~~Y ~ •R. ~ 20 ''w... PO 0 20 40
~ WATER METER ~ • Scale 1w= 20'
o OPEN-BASE WHEEL STOP C,~ ~ Ci. ~ ~
(NOT ALL SYMBOLS MAY BE USED) •r 'P • ~ 1.. ~ 1 ~ I" ~ i
. 'J'~ 1 •r...~ ~,y ~ r'' y +r+ .ice . ~ t.. ~ 1
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i CONSTRUCTION ENTRANCE
i i i 25 CH YA SF 1 ~ ~y 7E1 ~ ~y RI La 25'X50' MINIMUM
i i
i CHECK DAM
~A ~
'~0 ~T qC STD. CATCH BASIN AND YARD INLET PROTEC'T'ION
TEMPORARY SILT FENCE
TEMPORARY DNERSION DRCH
RIP-RAP DISSIPATOR APRON
C A TOTAL PROJECT DIS 2.28 AC. (99 CONSTRUCTION LIMITS
ARMORED/LINED CHANNEL
D1~
E SU BAS - .A. P NG U SS IN WA ULDIN MA T DISTURBED AREA
EET W. BR 1301 X 444 .0. BO P 26 75 2 LINA CAR 0 ORTH N . (99,338 SF)
VARI UAY - -9326 552 919
Surveying: PDS PROJECT ID: FVHT1 SUBMITTALSIREVISIO Mauldin-Watkins Surveying, P.A. DRAWN BY: PDS # Date VISIONS: TITLE: HERITAGE TRAIL PHASE ONE ERO ION E IMENT
1~~ ~ ~
_ • South Park to C.H. Johnson Environmental Eduction Park ubmittal for Permits Fuquay-Varine, North Caroline CONTROL PLAN
F 0 • ~ • • ~ ~ j1 t3o18ROAD 37ftEE7 ~ 10/15/07 Submitt FUQUAY-VAFtINA, N.C. 27528 REVIEWED BY: SNW
ec ure an ann~n s anscae rc~ , • • ;i ' ~
~ • ~ , • • • PHONE: (919) 552 FAX: [phone] TOWN OF FUQUAY VARINA SHEET: r~ 00%k ?ON&
v 1713 PARK DIi1VE, AU[1Z LW l~\ r j No a 401 Old Honeycutt Road 4w
I C1,14si Wtr RALffiC}H, NC 27605-1610 Wetland Delineation: DOCUMENT TYPE: rtKnnI i i ins Fuquay-Vadne, North Caroline 27`.26
PHONE: [phone] „ N; f x. TEL [phone]
Burdefte Land Consulting, Inc.
FAX: [phone]osD w. MiLLBRoac ROAD, sung goo NOT FOR CONSTRUCTION In partnership wMh the COMMENTS: oocuMENrs IMENTS VALID AND RELEASED FOR CONSTRUCTION QNLY AFTER ALL SIGNATURE
EMAIL: pdalandQncacom FINAL DRAWING RAL.EIC3H, N.C. 2760 Y PHONE: [phone] FAX: [phone] NCDOT Division of Bicycle and PedesbUn Trans - n v BLOCKS AND KS AND SEALS ARE SIGNED AND DATED BY ALL APPROPRIATE PARTIES
FOR APPROVAL PtJRPO---: ONLY B~ON COPVRIOMI PANK DRNE 8ltiA108 0 LA766T DATE F

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ARMOR~.~E:. ~URLE~C ~ ~ F \ ' l . . ~ \ \ ~ ~ ~ RBED.:.AREA DISTU .
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LEGEND . ar... . NN~~~~~
FLOOD UGHT ~ ' ~ D(ISTING 1' CONTOUR ~ ~ \ ••aa..a ....y,..... .w, N.~N~~N~~ ' / • . , /
LP ~c LJGHT POLE ~ ~ D(ISTING 5' CONTOUR "t ~ ~ . ~ ~ ,N,,.. C . . N CON. CONSTRICTION ENTRANCE
UTIIJTY POLE PROPOSED CONTOUR ~ ~ . • . ...1a ~ ,~N~N ~ 1 25 X / ~ 25 X100 MINIMUM
• GUY WIRE LIMIT OF DISTURBANCE ~ ~ ~a\~ ~ ..t.~..: ; to , ~a . a ` i ~ , i' .
Q UTILITY STRUCTURE ~ DIREC110N OF FLOW ~ \.a.aa.aa.a.. ~ • ~ ~ ~ •.~.r. .+r CHECK DAM
COO CLEAN-OUT ~ w.aaaa`~a`aa ~`aa..a..aaaa.a .....aa . alai.. 1~aa\ ~ ~'i.•~r.., ~ ~ , I ...\\~N~~„9N\\
m TELEPHONE MANHOLE \ \ 1\~.. • aaaaaa.a` ~ ~ ~ ~ , aa~~a..a STD. CATCH BASIN AND
SIWRARY MIWHOLE ~ \ ...aaa.aaa.aa•. ~ \ ~~'~~4• . ~ "'`"yvx. YARC YARD INLET PROTECTION
STORM MANHOLE ~
CURB INLET \ TEMF SF TEMPORARY SILT FENCE
YARD INLET ~ ~ TEMF TEMPORARY DIVERSION DITCH
FlRE HYDRANT ~ /VI ~IiI~
wvpQ WATER VALVE SPRINKLER HEAD
RIP-RAP DISSIPATOR APRON
~ WATER METER a
o OPEN-BASE WHEEL STOP s r. CONSTRUCTION LIMITS
i
(NOT ALL SYMBOLS MAY BE USED) 20 40 0 20 r
M 1 Scale 1 = 20 ARMORED/LINED CHANNEL
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O 40 BASE SURVEY BY: , ED SW v
Scale 1 20 MAULDIN - WATKIN NG P.A. S SURVEYI ~ ~ , ~ ~ ~
P.O. BOX 444 1301 W. BR STREET OAD FU UAY V A 27526 ARIN NORTH CAROUN
919-552-9326
,,,.•~~°~~111111 1 ~ • • 11 1 ~ • 1 ERO ION SE IMENT
• ~i~ • 1 1 1 ae
` • ? • • • • • • ~ ~ ~ . u m~ a ~m~ a or erm~ s CONTROL P N
an sca a rc i ec ure an annin . •
• • 1 ~ • • . 1 • • ~ ~ M
• • ~ ' \r • • h~l 11JC1?1T TVDC• DCDA~ITTIAI~
RALEIGH, NC 27605-1610
PHONE: (919) 834-Ml 1 ~ N~ Wetland Delineation: vvvWm"n I i I rte. r " rNIVI I I I II N v 407 Old Honeycutt Road
Burdette Land Consulting, Inc. Fuquay-Varlna, North Caroline 27526 ESC 4
FAX: [phone] XMD w. ""ILLBROOK ROAD, SUITE 200 NOT FOR CONSTRUCTION TEL [phone]
EMAII-: pdslandC&ncir.com FINAL DRAWING RALEIGH, N.C. 2789 In partnership with the COMMENTS:
FOR APPROVAL PURP08E8 ONLY PHONE: (919) 841 X977 FAX: (919) 841 X09 coPrwoHr P,wu owve sTUOios 0 uMW CAN reMM NCDOT Division of Bicycle and PedesbUn Trans u2uwn DOCUMENTS VALI BLOCKS AND SE :NTS VALID AND RELEASED FOR CONSTRUCTION ONLY AFTER ALL SIGNATURE AND SEALS ARE SIGNED AND DATED BY ALL APPROPRIATE PARTIES

1.5'
$It~l FENCE POST
~E FEI~E TOP ELEVATION OF 57nRMINAlER O.S'-1~
1 12• ;~E,,~,m ~ EROSION CONTROL NOTES v~Es
t (2' MAX AT CEN1ER)
~ ~ ~ GON~IlCTION SEQUENCE EXISIIWG SLOPE
FlLTER FABRIC 1. OBTNN EROSION CONTROL PERMIT(S).
CLASS 8 IP-RAP 2. ATTEND PRE-CONSTRUCTION CONFERENCE.
EXTRI? STRENGTH FAa11C ~IFIDUT ~iE FENCE 0' MAX POST 0 3. OBTAIN LAND DISTURBANCE (GRADING) PERMR.
ICE A8 DNEICIED ~ 1FE E110N~ SIDE VI~ 4. INSTALL TREE PROTEC110N ON SITE.
NCVEN MIiE FANIC FENCE Mp gAIH ~ 0' OF UPPER EDGE OF THE APPROVED PLAN.
ALT FENCE FANIIC M!!. 12-1 Oll ~ ~ FL1ER FDIC Nr111iF11CMl EXIS"I ~ a~~ 5. INSTALL ALL EROSION CONTROL MEASURES AS SHOWN ON THE A 6, CALL FOR ON-SITE INSPECTION BY ENGINEERING DEPARTMENT PE CER'TIFlCATE OF COMPLIANCE.
MNIf 10 Oll LENT PERSONNEL TO OBTAIN
FN.L CAPE LN~E LANE'S M
1~ VARIES 7. PROCEED WITH GRADING.
• ' OtSIDE GRADE ~.T FENCE ~ . ~d U ~1,.~wJJ d. , Al11vI N I r 1 /j1 4 `~,.1 8. CLEAN SEDIMENT TRAPS ANA BASINS WHEN ONE-HALF FULL. JLL.
4' ~E x ~ 1RiNCN V~1~!`nuv ~ ~~'1 Iy,N•A' v 1~ ~ W,al/ h/U ~ h1111b N I.1 1 NdwMa~~,1 ~,,1~'lh~ i • IY 1I+ . AYS OR 90 CALENDAR DAYS,
DYER SST • 9. SEED AND MULCH DENUDED AREA YVI11~iIN 15 WORKING DAYS RE ESTABLISHED AND
ANCIlOR SIT K ~~ED ~ ©IOEIat ~ I• . • 1V,4 ~~YII II 11 • Ir1 ~ 1•' • • • • • • • • • ~~'M~IU ~j1wY~y~Y~/1/ ti •+i1 k••••I r ?y ~ ~ ~ti~~ ~ • r.4~ 'R' x~ V:~::.t`~: KE~Ep RIP RAP VYHICHEVER PERIOD IS SHORI'ER~ /1FTER FlNISHED GRADES ARE ESTA • • ~r••,,: : ~L„ KEYED DENUDED SLOPES YYITHIN 15 WORKING DAYS OR 30 CpJ_ENDAR DAY ` PERIOD IS SHORTER. AF1ER FlNISHED GRADES ARE ESTABLISHED. AR DAYS, WHICHEVER HED.
• • • ~ • • _ ~~~bVV1 ~~,~'W`1~`/IL~f/ ~YYNN I •1 • • Y • • I • • • A M \pru~ ' r . • v' 1~ ~Wul~~ ~""'h11~rUlI II. 111 s, A ~ J: v C~.:.~.
~~7 wpm SroNE 10. MAINTAIN SOIL EROSION AND SEDIMENTAl10N CONTROL MEASUR GROUND COVER IS ESTABLISHED. IEASURES UNTIL PERMANENT
lOP OF SE.T FENCE • MUST ~ AT LEAST 1' ~ • i • • • 1 • V1~` .i ~WuW ~L ti`"tillYbl/ /I I Ir1 NM71 • • ru • • • ~ • • 1~1~ yU'a? ~'"~Y11NIr•Ir1
IbOiYE TFE lOP OF , 11~ S'IOlE ~ ~ bI/w/N j1' 11. CALL FOR ON-SITE MEETING TO OBTAIN APPROVAL FOR REMOV FRONT VIE1~f EROSION CONTROL MEASURES STABIIJZE THESE AREAS AND INSTAL PERMANENT MEASURES AND STORMWATER BMP'S. REMOVAL OF TEMPORARY INSTALL APPLICABLE
Na1E: ~ ~ • 11 • ~,1~v 1y ~ ~YM N I I . I. ~ ~
SLT FENCE OILY ~1 ORIII~MpE AREA 1. USE NOR E~6CE®1 4 AORE AID 10:11ER N DOES r ~ lb~.r' ti~ r ~ • 1 A~r~rb 1I I • , Dasnr~ ~,E
ARElIS OF 1++~ NOTES. 12. REQUEST FlNAL APPROVAL BY ENGINEERING DEPARTMENT - CE ~~ir~o. ~Fp SEQUENCE COMPLETION. r - CERTIFICATE OF
RESISTANT SLT FENCE FAE~iIC MUST ~ Z. W U~D ORANGE SN.T FENCE PERMT'IEaf NED 8Y EXISTING WIDTH DETERMI 1. HE1GFIT' dt BNRr INAiE FENCE: REQUIRED. IMENT S1~ORNGE HY AND SED Tt?P'OGRAP FI~IC~
• FOR REAAR OF SST FENCE FIiE MID IWiD~E a~otH STABIUZATIC THE DAM FOR RIP RAP INTO 2. KEY ~uznno~. S
USE Na d7 ~MAJ' F® STOI~• SLT FENCE EIla. FENCE F~OET ~T MAX E' M~NIT DRAWING NOT TO SCALE ACCORDING TO PLAN.
SFIOULD NOT EE USED AS NiET Ml1. 1E' NIO SMILE aauo 'TO 1. SURF/4CE WATER CONTROL MEASURES TO BE INSTALLED ACCORDI ;CK DAM STANDARD D£TAIL NUMBEJ4• S COMPLETE GRADING BEFORE PREPARING SEEDBED.
PROTECTION AROUI~ SCALE TO G NOT RAWIN D ~ BASII~s.
DA TF RENSrANS 2, TO BE SEEDED SHALL 8E RIPPED AND SPREAD WITH AV TOPSOIL 3" DEEP ON SLOPES 2:1 OR FLATTER. TOTAL SEEDBED P SHALL BE 4" TO 6" DEEP. IF SOILS ARE COMPACTED DURING GRA DEPTH OF 6" TO 8". 11TH AVAILABLE DBED PREPARED DEPTH
SIG GRADING LOOSEN TO A
_ BE REMOVED FROM THE
MIN SURF~EE 0 PREVENT INTERFERENCE W ~~~USHMENT AND M VEGETAl10N. AND MAINTENANCE OF
No~ES: 2 MIN 2
' ~iIN. 100 OR TREE PIR~nEC110N FENt~ UP 1. PUT SILT FENCE ENTRANCE IS USED. T'0 E1~lIRE OOMPIrC1ED 4. SURFACE FOR FlNAL SEEDBED PREPARATION AT FlNISH GRADES TRADES SHOWN SHALL BE
TENT TO KEEP 8UT SUFFIC IMENT ON SITE SED SRFS ARE 9UCH THAT ~ ON 11~ i r SMOOTH AND UNIFORM.
. ~ • VE}IIq.E TRANE1~Ki OVER THE ,J. MUD IS NOT RE~YED BY THE • • M •I J • . • • vo~ICxES P Cl THE STEE w, f w "tir ~ . TEEN TIC TEES OF • OPE SL Flll OR CUT ~ EP 'TE .R APPLIED ACCORDING TO
. • "l ~ r•••.Nti{• { •ri ~i .{f•f • • A•4f? • s ~ ~ f • • •Y L TO BE USEI SILT DITCH TEMPORARY 1. BE USm WHERE TOE OF FlLL SLOPES D(CEEDS 3 FEET IN VER11(JAL. HOGHT 5. A SOIL TEST SHALL BE TAKEN. AND LIME AND FERTILJZER APPL INTERCEPT FLOMI AND/OR DNER~ TO A CONTROLLED OUi1.ET. n~E soi~ ~sr R oar.
• • • • M A ~ ~ I^ i ~ f ~ - USED . • OR WIDTH OF NE TO 8E 25 TO THE ~ ~2 3 STO AND DENS ON OON11~lUES T~0 PULL MUD . . 3f IF A PROJa,'? ~ OR RNLROAD : ~ ED STREET, IMLL CIFJW THE AREA AND STONE PROPOS AuTHOR~TY . , SURGE RQ~O THE OIyVERI~lO TO INTERCEPT ALONG STREAMS AND • E MAX SLOP 2.1 RECOMMENDATIONS. IF NO
EXISTING ••a PUBLIC .•N"r~• .M ~ ~ : • ° r• M r IS PERS01~1 AS II~ICATED ON ~ « ~ti M w THE ROADWAY ~ , . OVED WHEN SIL' T SHALL BE REM 2. SIL WHEN SILT dPCH IS ONE-FW..F FuLL. 6. APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST RECOMM SOIL TEST HAS BEEN PERFORMED APPLY FERTILIZER ACCORDING RUCTEp MIFIEN D,AMA~'iED BY EQUIPMENT OR COVERED 6Y FlU- SPECIFlCATIONS ON THIS OR DETNLS SHEEf~ APPLYING UNIFORMLY IRDING TO SEEDING IFORMLY AND MIXED WITH
w ! hy .J GR~J1TERf THE - sr~ a~sloN oral STRUC'TED r BE RECOH 3. DITCH SFIALL wlill 1!~'OIMiAY 9EED110 THE SOIL PRIOR TO SEEDING.
. ••w.. ff • I •{f..• V. ~ • i 1•/ ri ..tH . I • . M•i•~f • f• M •?f f• ~ ~ +C r k ;~..~L;•• . • . ~ • w • f~,,..;r+. , ff•,.~• ~ • ~ h ~ . •y •y , d p • ~ • • • • , MO olo~oN ooNTno~ APPLICATION. SEED PER
7. IF COMPf~CTED. ROUGHEN SEEDBED SURFI4CE PRIOR TO APPLI 2' MIN. ~ SEEDING SCHEDULE DATE. TYPE AND PLANTING RATES.
. • . VER SEED.
wA51'E u1nTERIAL-COMwrCT. 8. CULTIPACK ENTIRE AREA TO FlRM SEEDBED AND TO COVER SE Vi1R. SE'F'~ At MULCFI AF1ER ^ ~':ti°
' 10' C~~IiSIR~JCTION OF DITCH `3:' r r ` 9. MULCH WITH STRAIN APPLIED AT RATE OF 95 LBS./1000 S.F. 2 - ~ "x~t:A ~r ~ ACRE. 0 S.F. OR 2-TONS PER
X MAX. E 1.0 GRAD ITNE POS
E TOE PSLOP U 2' MIN. . •'^"``"'x` 10. ANCHOR WITH ASPHALT EMULSION TACK COAT APPLIED AT A Vi1R. ,1 400 GALLONS PER ACRE OR OTHER APPROVED METHOD. ~ATARATE OF200T0
NEW CONSTRUCTION
. 8S' MIN. t'S' MMI.
EXISTING ROADWAY SID • ` t •t ~ ; 12' MIN. 2 . SIDE SLOPES T~p~TT STEEP CUT OR FlLL SLOPE o' - 2'
r
g~ MIN < • ~ , 18'
i
FABRIC UNDER STONE GROSS SECTIONP L
CROSS SECTION PLAN VIEW
DRAWING NOT TO SCALE .
DRAWING NOT TO SCALE DRAWING NOT TO SCALE
ARY S/L T D/TCH STANDARD D£TA/L NUMBER.' d DATE R£NSYANS
DlI/ERS/ON Dl TCH STANDARD DETAIL NUMBER.• a TEMPORARY DATE RENS/UNS
CONSTRUCTION ENTRANCE STANDARD DETA/L NUMB£R.•4 DA TF R£NS70NS I~AAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE C STABILITY AND OPERATION FOLLOMIING EVERY RAINFALL BUT IN 1 LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS SHALL B IMMEDIATELY TO MAINTAIN ALL DEVICES AS DESIGNED. L BE CHECKED FOR IUT IN NO CASE
.HALL BE MADE
TABLE 4.4
TABLE 4.3 SEEDING EROSION COPITROL SCHEDULE STORAGE CAPACITY
SEEDING EROSION CONTROL SCHEDULE SLOPES (3:1 MID 2:1 -NOT MOWED) 2. SEDIMENT SHALL BE REMOVED FROM DEVICES WHEN STORA~G REPLACED WHEN THEE SEDIMENT POOL NORL LAGER DRAINS PR0 3. SEDIMENT SW4LL BE REMOVED FROM THE TEMPORARY ~~VER EACH ROJNFALL THE DIVERSION WILL BE REPAIRED AS NECESS MAINTNN FLOW TO THE SEDIMENT TRAPS. ~ CLEANED OR
~ (MAXIMUM SLOPE 3:1) NS PROPERLY.
Y DIVERSIONS AFTER
NECESSARY TO
~ PUWTiNG RATE
4. SEDIMENT REMOVED FROM TEMPORp?RY DEVICES MAY BE DE WASTE AREAS ON SITE IF DESIGNATED. BE DEPOSITED IN
DATEa' TYPE PLANTING RATE MARCH 1 - JUNE i SERIC~ PEDEZA (SCIIRIFlED), SO LBS/ACRE
AUGUST 1S -NOVEMBER 1 TALL FESCUE OR HARD FESCUE 3~ ~ NOWEMBER 1 - M/1RCH 1 TALL FESCUE AND ABRUZZI RYE OR ANNUAL RYE ~ µ MARCH 1 -APRIL 18 TALL FESCUE OR FW2D FESCUE 300 l9S IVCRE MARCH 1 -APRIL 15 ~ ~ FESCUE. 120 LBS/14CRE 5. ALL SEEDED AREAS WILL BE FERTILIZED. RESEEDED AS NEC 'O MULCHED ACCORDING TO SPECIFlCAl10NS IN THE SEEDING SCH • MNNTAIN A VIGOROUS DENSE VEGETATNE COVER. AS NECESSARY AND NG SCHEDULE TO
AIA MARCH 1 -JULY 15 HULLED COMMON BERMUDA GRASS 200 LBS/ACRE MARCH 1 -JUNE 30 ~ 1NEEPING LONEGRASS~ 10 LBS//~rCRE
25 l9S/I~CRE
OR HYBRID BERMUQA GRASS MA OR CEMIPEDE GRASS JU OR Z0Y51A CRASS MNiCH 1 -JUNE 30 ~ HULLED COMMON BERMUQNGRASS -
JUNE 1 - SEPTEhIBER 1 TALL FESCUE. ~Q 120 LBS//YCRE • ~ BROWNTOP MILLET.* 25 LBS/ACRE 0
OR ST. AUGUSTINE GRASS 9B ~ SORGHUM-SUD/W HYBRIDS ~ ~'~.i
-1 1. STOCKPILE TOPSOIL FREE OF ROOTS WI1'NIN THE CONSTRUC110N RUCTION LIMITS IN A 2:1 SLOPE.
APRIL 15 -JUNE 30 WEEPING LOVE GRASS 2~ ~~~E SE OR BIWIA GRASS SEPTEMBER t -MARCH 1 SERICEA LESPEDEZA (UNHULLED-UNSCARIFlED)~ 70 LBS/ACRE MID aQQ TALL FESCUE 120 L8S/A~CRE e MANNER SUCH TFIAT THE SIDE SLOPES DO NOT IXCEED 2:1 SLO O 2, UPON COhIpLErION OF ROUGH GR/1DING A~CTMTIfS WITHIN THE ( LIMITS. RmISTRIBUTE TOPSOIL TO A MAXIMUM OF 6" DEPTH OVE ~ ~RApEp AREAS, MOVE TOPSOIL AS NECESSARY TO RETAIN ON S a o~bo~ - COORDINATE LOCATION MATH OTHER CONSTRUCTION ACTMTIES. ST SITE IN /rCCORDANCE MATH THE CONSTRUCTION SEQUENCE. N THE CONSTRUCTION
IWD ~ ABRUZZI RYE AND MINUAL RYE 25 L8S/ACRE / p O!f NTH OVER THE i ON SITE AND
JULY 15 -AUGUST 15 T~ ~ 3S LBS/ACRE BROWNTOP MILLET OR SORGHUM-SUDMI HYBRID« (TIES. STABILIZE
'For 'For t~nporary ~din9 Purpwes• tollowi~ erosion or .E.
~'TKnporory - Re~e~d aocordinq to optimum season for deNnd wq~tatiun. Do not allow temporary cover to grow over 12 inches in hetyht bsToro mowtny to Icesp fe~cw from bdnq ~had~d out **Seedinq dates will vary d~paidtnq on w~alhK oondtliom (~.9. t~mP~n. roi~all. etc.) Nob on maintKwna: nfNtlltz~ K yrowlh is not fully adpuat~. R~sMd. rof~~iltu and mulch immediatNy 9 3. W1UL ALL EXCESS TOPSAIL OFF SITE.
othK damag~•
Note on moi~enanos: rofe~iltze ff growlh is got h+lb adequate. Re~esd. rofe~inze and mulch immsdiatey foNowinq ero~ton or other damage.
DRAWING NOT TO SCALE
DRAMIING NOT TO SCALE
STANDARD D£TA/L NUMBER.• a STANDARD CA TCH BASIN EEDING EROS/ON CONTROL SCHEDULE - TABLE 2 D,q ~ RENS/ANS ~ASIN/YARD lNL£T PROTFCT/0N TANDARD DETAIL NUMB£R.•~ DA TF REN,SIANS
STANDARD DETA/L NUMBER.• T SEEDIN SEEDING EROS/ON CONTROL SCHEDULE - TABLE 1 oA ~ REysyavs
TITLE: :visioNS: HERITAGE TRAIL PHASE ONE
EROSION & SEDIMENT
,..~~;~~iii~iu~'`'~.~_ Surveying: PDS PROJECT ID: FVHT1 SUBMITTALSIREVISIO South Park ~ C.H. Johnson Environmental Educa~tlon Park CONTROL DETAILS
• • ,~~~5~~ ~:A 'iii DRAWN BY: PAS ~ 10/15/07 Submit ~3°~~8~ ~Ns~c_ rszs REVIEWED BY: SNW
. ,~.~,~i~iro,~{,~,,~, Mauldin-Watkins Surveying, P.A. # Date submittal for Permits Fuque~Varlna, North Cerol~ne
Park Drive Studios o~.~ ~ SHEET:
• Landscape v~svrl ¦ . q ~ Un~n ur rut~tuhr-vrv~n.r+
298 • , ; i PHONE: [phone] FAX: [phone] a 401 Old Honeycutt Road
no DRrVE, Sl= 2-C* Z~~ • 1715 1 ''ARK \I • ? • DOCUMENT TYPE: PERIVIITTING a FuquayVarina, North Carolina 27526 ESCM5
]R AT NC 2760.5-1610 Wetland Delineation: on . cm Do TEL [phone]
PHONE: [phone] Burdette Land Consulting, Inc.
WW W. MiuBRoac ROAD, surrE Zoo NOT FOR CONSTRUCTION In hip with the COMMENTS: oocuuEnTs ~UMENTS VALID AND RELEASED FOR CONSTRUCTION QTY AFTER ALL SIGNATURE
[phone] FAX: RALEIGH, N.C. 27609 NCDOT Division of Bicycle and Pedestrian Tran-porfetlon BLOCKS AND )CKS AND SEALS ARE SIGNED AND DATED BY ALL APPROPRIATE PARTIES
n EMAIL: FOR APPROVAL PU ES ONLY ILY PHONE: [phone] FAX: (919) 841 -M P~ MVW8nM=v uTWa1M r~r~o~
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RALEIGH, NC 276-05-1610
zl!'m o'so:', Wetland Delineation: vvvvmLAI I I I rte. r Lmr'%mI I I 11'1%;P 401 Old Honeycuft Road
PHONE: [phone] . N~~ Burdette Land Consulting, Inc. Fuquay-Vadne, North Carolina 27526 TP m 1
FAX: [phone] MD W. SUITE ~ NOT FOR CONSTRUCTION TEL [phone]
EMAEL: [e-mail] FINAL DRAWING RALEIGH, N.C. 27609 in partnership wlTh the COMMENTS:
FOR APPROVAL PURPOSES ONLY ' PHONE: (919) 841X977 FAX: (919) 841X908 oaPrraorrr MW ors srwas 0 uMW DA-M r ow DOCUMENTS NCDOT Division of Bicycle and Pedestrian Tralportatlon vu BLOCKS AND SEA :NTS VALID AND RELEASED FOR CONSTRUCTION ONLY AFTER ALL SIGNATURE AND SEALS ARE SIGNED AND DATED BY ALL APPROPRIATE PARTIES

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-00 36+00
0 40 40 40 80
Scale 1 = 40 40'
H=40 V=4 /=4
' ~ ~ • ~
~ ~1/ f _ • ~ ~I ''1 ~ ~I ' TRAIL PROFILE
_ ~ ~ • Q • ~ ae ?
~ ~ • . • • ~ ~ ~ • ~ an sca a rc ~ ec ure an ann~n u m~ a ~m~ a or erm~ s STA 23+50 TO 35+67.09
• ~ it 3: ' • 1 • • 1¦ ~ 1 ~ ~ ~ 1
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uwL.nAUnq JN L; L/WJ 10 1V lt?F Wetland Delineation: 401 Old Honeycutt Road
PHONE: [phone] ON Fuquay-Vadna, North Carolina 27526 I FJ ~;3
FAX: [phone] Burdette Land Consulting, Inc. FRMMY TEL [phone]
soeo w. MILLBROOK ROAD, sunE zoo NOT FOR CONSTRUCTION
EMAML: [e-mail] FINAL DRAWING RALEIGH, N.C. 27608 PHONE: [phone] FAX: [phone] in partnership with the COMMENTS: =NTS VALID AND RELEASED FOR CONSTRUCTION ONLY AFTER ALL SIGNATURE
FOR APPROVAL PURP03E3 ONLY ooPraofrr ~acaa~sruoios o u~sro~?~ row NCDOT Division of Bicycle and Pedestrian Transpormwn DOCUMENTS VALI BLOCKS AND SE AND SEALS ARE SIGNED AND DATED BY ALL APPROPRIATE PARTIES

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• JISIONS: TITLE: CHJEEP TRAIL PROFILE
_ ...111 1 1f~~ 1 ~ ae HERITAGE TRAIL PHASE ONE C South Park to C.H. Johnson EnvlronmeMal Educatlon Park
~ ~ ~I • ? I~.. ~I • I~ , • • o? ' , , STA 0+00 TO 200 .18
• I~\ • • u m~ a ibmittal for Permits Fuquay-Vadna, NoM Ceiollna
ann~n .s sca a rc ~ ec ure an an „ • • • ; ~ •
• . ~ ~1 TOWN OF FUQUAY VARINA SHEET:
1715 PARK DRIVE, SUITE 200 DOCUMENT TYPE: PERMITTING mqwwwm IN 'Row= m
401 Old Honeycutt Road
RALEIGH. NC 27605-1610 ~35 Wetland Delineation: Fuquay-Vadna, North Carolina 27526 T I-'-4
PHONE: [phone] Burdette Land Consulting, Inc. TEL [phone]
FAX: [phone]D W. MILLBROOK ROAD, surer zoo NOT FOR CONSTRUCTION In partnership wllh the COMMENTS: MENTS VALID AND RELEASED FOR CONSTRUCTION Q~.Y AFTER ALL SIGNATURE
EMAIDL: pdaland(~aca.oom FINAL DRAWING RALEIOH9 N.C. 27808 NCDOT Division of Bicycle and Pedestrian Trans- A DOCUMENTS VP BLOCKS AND 5 KS AND SEALS ARE SIGNED AND DATED BY ALL APPROPRIATE PARTIES
FOR APPROVAL PURP08E3 ONLY .Y PHONE: (919) 847$8T! FAX: [phone] cavrnnrtvNacwaW mnoeouiaraie~

1
WELDED CAP 10 SIGN
Eft Eft D BO
2'x 4"X 1 /4 " CH EL 5 ft 5 ft ft min. 3 T C_ x
STEEL BOX. PAINT ~ HINGED 6 max. 1 •E E
3' 2' 2~ 3~ HI-VISIBILITY YELLOW. E INS f~RTH BO 0 1 "s~ STEEL POD HING $ IN F M 3/4 g STEEL POD LOCKING L G M OLIARD 8 1 V- ; 9
G IN
POINT
V C V HOLE DRILLED FOR PADLOCK N MARKI LLOW 4 YE
~ ~2"~Ff. 1 /4"/~T. 1 /4"/FT. 1/2 FT.
• 3%8 "STEEL BASE PLATE - REFLECTORIZED FOR N ~ NIGHTTIME VISIBILITY ft 10 2ft 2 ft
?'1~? ~1* ?'1~? . FOR ANCHOR BOLTS
T GRADE TO THIS UNE P J 3/8i0r ANCHOR
T BOLTS - D. 12" ~
N , ~i . FOR MORE IXPLANATION~ SEE "RESTRICTION OF MOTOR VEHICLE TRAFFlC'~ CTION 7 SE C ~Fl IDEUNES. GU IGN
• SEE CROSS-SECTIONS FOR SIDE SLOPES CAST IN PLACE PAGE 50 OF NORTH CAROLINA BICYCLE FI4CIUTIES PLANNING AND DESIGN ` CONCRETE FOOTINGS
VARIES FROM 0' TO 5'. SEE GRADING PIANS
=N ,N 3 TYPICAL METAL BOLLARD PLACE No,E: , ~4 sr~ Pu?~ NOT TO SCALE EMENT ON TRAIL
r ~ w ME
TYPICAL SECTION N N
~ N it • ^ FOR TILL HINGE AND cr ~~'%:':::i;:~ LOCK PIECES
FROM 0+00 TO 35+67 (MATCH SIDEWALK) N N < 3 r
FROM WAGSTAFF 0+00 (PAVEMENT EDGE) TO 2+00 (MATCH SIDEWi,LK) N N
2 2 ~2 ~ ~2'1 2 w
PAVEMENT SCHEDULE 3' RADIUS v z 0~
m ~ RETROF v - H ~ ~ WHEEL HA RETROFITTED RETROFITTED SIDEWALK _ W WHEEL HAIR RAMP ~ Q
C PROP. APPROX. 2" BR. CONC. SURFACE COURSE. TYPE I-2, AT AN D(ISTING ~ . ~ 2' DETECTABLE Fx - Z S r ~ DROP CURB WARNIN~i D NE ' DETECTABLE MOW _ ¦ W D~MArl 4" z 1= V
AVERAGE RATE OF 105 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. R0IIDWAY 0' PROPOSED TRNL ~ ~ N ~ ~ EXISTIN~_CURB____ ~ Q q9 1. _ y O q w ~ H ~ ~ lr 6 GUTTER SHOWN) I ~ ~ _ ~ m to a~ o ~ ~ _ _ _ _ - - - - - - - - - - - - - - QL0 LLJ1-4 - - - 000=
NOTES: 3' RADIUS m r _ , Z ~ r ~T ~ I H -I ~ ~ Q ~ z LLJQQLL=
J PROP. 6" AGGREGATE BASE COURSE. 1. BOLLARD POST AT INTERSECTIONS D F , rT - 3 ~ / ~S .12:1 MAX. RAMP Q U © H E- z U.1
TO BE REFLECTORIZED. S O ~ . q N ~ r ~ ~ 90 - qq - 01"" L j- 0 SECTION B B aco~Q
2. BOLLARD PLAiCEMENT OFFSET FROM G3 ~ r rT n S Z i q FO l.~HG o ac z
P PRIME COAT AT THE RATE OF 0.35 GAL. PER SQ. YD. INTERSECTIONS IS A MINIMUM OF 5'. 3. BOLLARDS AND SIGNS TO BE INSTALLED D z qe ~o , D (F •~r?' IDEWALK TRANSITIO ___~Q ~=Q'_ 3'-4" 6'-0" I_DEWALK TRANSITION Q 7 MIN. CURB OR GRASS STRIP LLJ CURB
8Y THE CONTRACTOR. ~ ~Op~S ~ OR GRASS STRIP CURB H ~ F TRANSIT O O r TRANSITION DROP TRANSITION Q CURB =
4. ALL METAL TO BE HOT DIPPED GALVANIZED 1. USE THIS TRAIL CONNECTION DETNL AT LOCATION INHERE PROPOSED TRAIL CONNECTS Z ~ ~ SF .y ~ ~,r ~ ? F rN ~ ~ 12. ~ ~ ~ r\ ii 4 F~ r ~ -1 12:1 12~~ GUTTER
T EARTH MAIERWL TO THE D(ISTING ROlIDwAY W )~CU RB ~ 4~ Rx 11 _ , _ ~ 1Q , ~ rS ~ ~ 1 VAR . LENGTH TO.1 ~ ~P ~ J ` ~ rr WITH VARIABLE SL ~ _ _ g ~ , ~ N~ ,EXISTING LENGTH TO 12'-6" TOP OF/ J CURB Q VARIABLE SLOPE DETECTABLE. _
AND GUTTER. THE MAXIMU~IG 1n}~)E APPRO~HING THE EXISTING Sl'REET S 12:1 IN ING - ~ k j m - ~ , IN ~ 1 ~ ~ ~ ~ ELEVATION WARNING DOMES 39
SECTION A-A Lu 0
V PROPOSED APPROXIMATE 2" OF SELECT GRANUUR MATERIAL. Z 2 HINGED BOLLARD DETAIL RELATION TO THE GRADE OF To /4000MODATE HANDICAP INHEELCFWR. _ - ~ ~ ' - _ ~ ~ N
NOT TO SC14~E 2• ,,,AY sm 8",~.oz AT OCAnON ~ ~ / / TE ~ II m _ _ _ , . VIEW _ I II METRI I H Z v GRAS; ~ II I I ~ O I GRASS IEXISTINGI LL 0
NOTE: ALL PAVEMENT EDGE SLOPES ARE 1:1. PROPOSED TRAIL CONNECTS TO THE D(IST. I I h 5TRI1 EXPANSION JOINT _ r SEE STD. 846.01 I I~ STRIP I SIDE WAL I CD Z
RWIDWAY WIT CURB AND GUTTER. THE MAXIMUM ~ ~ I SUM I H NOTES . ~ I 1. DETECTABLE WARNING DOMES SHALL COVER 2 -0 LENGTH AND •--r-n I II `J H NOTE: A PORTION OF ONE OR BOTH
GRADE AP ~ STREET SHN.L 12:1 IN RELATION TO THE GRADE OF H FULL WIDTH OF THE RAMP FLOOR AS SHOWN ON THE DETAILS. I II GRASS I EXISTINGI F TAIN 70~ CONTRAST VISIBILITY WITH ADJOINING SURFACE, TRIP SIDEWALK i E s 2. OB I I I I I EITHER LIGHT-ON-DARK, OR DARK-ON-LIGHT SEQUENCE I,N ` RAMPS MAY EXTEND OUTSIDE THE RETURN. H N
THE S'TRE TO ACCOMODATE HIWDICAP WHEELCFWR. R. ~ I I I I ~ ~LCH _ COVERING THE ENTIRE RAMP. N a r NISH W r ~ ~ r " 9 ox H-
USE CLASS B CONCRETE WRH A SIOEMIALK FlNISH ~u nonce Tn ARfAIN O RAII[;H NAN-SKID TYPE C Z I II ~ SEE NOTE 1 PE _ _ ~ , _ ~ _
m v~~v~~. ~ v SURFi4CE. W ~ Z D RMAP NADiff ARFA IS VARIABLE ~ EXPANSION 1~ 1~I~ ~N~ EXP-~p S~ m~i cc wo p 'NS;% Q Q p~ l EXPANSION JOINT a /11 j~ (SEE STD. 846.01)/ Z
3. PARKING SHALL BE ELIMINATED A MINIMUM OF - N O ~o I ~arrrr a ' f7 D ~ ~ `~T9 ~ ylb ql9 q / z
20 FEET BACK OF THIS TRNL CONNECTION AND ND ~ H ~ ~ r c. , (c) ease a~~R ~ ~ ~ ~ ~~c~~F ~OFrOPS EXISTING Q V OJ Fey SIDEWALK F-
PEDESTRIAN CROSSWALK. ~ - 0.45"R TO 0.70'R ~ yF~ - - Z H
y ~ Z 1~.~) C ) r DI R 'F O LESS a ~a' ~~~~O~~JO`~ - - - ~ ~ T 50% TO NO MORE ~ ~ ~ ti~~ 9~,~ cf) ~q Gl !F ~ / H
LZ') 4 ~ ~ ';~i ~ i ~ o~ ER% OF THE BASE ~ ~ ~ ma AIL ~ i~~..~1 i / N SEE NOTE 1 ~ elks w,;, ----I J 'pgr~s f '~'yy '?•'r H c!)
- ~ ~ - THIS PORTION OF R y p~ ~ ' ~ MUST_FALL_.WITHIN z cc UJ ITION OF RAMP1 _ ocn
6 TRAIL C4NNECTI0N DETAIL ~ CROSSWALK LIMITS. Q .L WITHIN t _ - - - - _ .K LIMITS. - - - - -
NOT TO SCALE v r , _ = _ _ _ - _ - (SEE NOTE 70) 'E 10) V SEE NOTE 1 _ J
a ~ ~ ti SEE NOTES W 2, 9 _A 1-4 W
I ' ~ l ' ~ ~ ~ co c~ ~e~ ~ PLAN VIEW 3 PLAN VIEW
SHEET 1 of s DETECTABLE WARNING DOMES ~ 2s ~,o~~ DUAL RAMPS SHEET 1 OF 5 ANY RADII 8 4 8¦ O 6
S~g ¦ O~ (80" MIN. FLOOR WIDTH) (40 MIN. FLOOR WIDTH)
z o z O O
v z ~ m m Q ~ ~ NOTES: H ~
rn v H ~ Q Q ~ ~ Z NOTES : L¢" EXPANSION JOINT I DEWALK . 0 X: V
C ~ 6H0ULDER NIDTH H Z SEE NDTE 1 TOP (n 0 SEE NOTE 7 (SEE STD. 846.01) CROSSWALK ~ ¢ ~ U D H O O~ 1• CONSTRUCT THE WALKING SURFACE WITH SLIP RESISTANCE AND A 70~ CONTRASTING COLOR TO THE SIDEWALK. 00~=Z
D O H ~ N r ~ ~ w 2" TYP- .i-- O -I ~ „ ~ J o c=7 ~ ~ a ~ ~ cn CONSTRUCT STANDARD SIDEWALK 5' WIDE AND p p ~ = Z H z ~ z D 4" THICK UNLESS OTHERWISE DENOTED ON PLANS . O O ~ = Z ~ Z ~ = D 2. CROSSWALK WIDTHS AND CONFIGURATION VARY, BUT MUST CONFORM TO TRAFFIC DESIGN STANDARDS. w Q Q uL = ED OR RECONSTRUCTED FOR MAINTENANCE
rn "'I SEE NOTE 5 2 TYP Z = ~ H ~ D , TYP H V ¢ O = _ ~ Z D m 3. NORTH CAROLINA GENERAL STATUTE 136-44.14 REQUIRES THAT ALL STREET CURBS BEING CONSTRUCTED OR R PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILITIES OR ALTERED FOR ANY REASON AFT a H v 2 ~ O ~ PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY DISABLED AT ALL INTERSECTIONS WHERE BOTH CURB AND t~j~ ~ ~y O J Z p H T PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLO1M. SON AFTER SEPTEMBER 1, 1973 SHALL Q V cr O H
O C') _ ~ m fi ~ D Z SEE NOTE 7 ~ v ~ o ~ = T z ~ m PLACE A GROOVE JOINT 1 " DEEP WITH 1/g" RADI I RB AND GUTTER AND SIDEWALKS ARE o w
Z ~ 8EE NOTE 7 H r ~ _ ~ z z ~ ~ ~r ~ IN THE CONCRETE SIDEWALK AT 5' INTERVALS . =01 jQ OF CURB RAMPS ON ANY CURB CONSTRUCTION z , H =
0 H ~ ~ n ~ Z ~ °C o ~ Q ~ ~ 7° z ONE ~i~'~ EXPANSION JOINT WILL BE REQUIRED AT 50' Z ~ ~ D D INTERVALS. A L~" EXPANSION JOINT WILL BE REQUIRED j ~ ~ ~ ~ ~ ~ y D IN ADDITION, SECTION 228 OF THE 1973 FEDERAL AID HIGHWAY SAFETY ACT REDUIRES PROVISION OF CURB Z ~ j ~ y AFTER JULY 1,1976 WHETHER A SIDEWALK IS PROPOSED INITIALLY OR IS PLANNED FOR A FUTURE DATE. ATE. h- >
D D ~ y ~ ~ Z ~ THE AMERICANS WITH DISABILITIES ACT (ADA) OF 1890 EXTENDS TO INDIVIDUALS WITH DISABILITIES, C0 PROTECTIONS SIMILIAR TO THOSE PROVIDED TO PERSONS ON THE BASIS OF RACE, SEX, NATIONAL ORIDIN A RIGHTS ACT OF 1964. THESE CURB RAMPS HAVE BEEN DESIGNED TO COMPLY WITH THE CURRENT ADA STANDA = 4. PROVIDE WHEELCHAIR RAMPS AT LOCATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. L m AS DIRECTED BY THE ENGINEER WHERE EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. AFFEC ~ ~ TWO RAMPS ARE INSTALLED PLACE NOT LESS THAN 2 FEET OF FULL HEIGHT CURB BETWEEN THE RAMPS. PL 3 AS NEAR PERPENDICULAR TO THE TRAVEL LANE BEING CROSSED AS POSSIBLE. IES, COMPREHENSIVE CIVIL RIGHTS W
BACK ELEYAT1O11 SIDE SACK ELEVATION BACK ELEVATION H ~ O FRAMIN ANO CR088-BRACINQ DETAILS oN a~ i~ YIMERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. O ~ p Z ~ SIDEWALK RIGIN AND RELIGION UNDER THE CIVIL STANDARDS. he
Z a 0~ TYPE "F" SIdNS SEE STD. DYVG. 848.05 FOR WHEELCHAIR RAMP LOCATION 50'-0" EER. LOCATE WHEELCHAIR RAMPS J
N W REQUIREMENTS AND CONSTRUCTION GUIDELINES. INTERVALS e ,ybyyo~, AFFECT PLACEMENT. WHERE Q
$ TOP TOP W 9H0UlDER WIDTH ~ ~ ~~~Fy c ass IPS. PLACE DUAL RAMPS W O
( 2'•0" NIN, EIBEDMENT DETAIL 2" TYP SIDE BIDE ~/g" RAD_ SURFACE OF Gel ~ ~ H THE STREET. N
m w SIDEWALK ~2" EXPANSION JOINT _ 9~s ~A m JOINT SEALER ~ a m 5. DO NOT EXCEED 0.08 (12:1) SLOPE ON THE WHEELCHAIR RAMP IN RELATIONSHIP TO THE GRADE OF THE STR ~ ~ ~ 6. CONSTRUCT WHEELCHAIR RAMPS 40" (3'-4") OR GREATER FOR DUAL RA11PS AND 60° (5'-0") OR GREATER FOR t= ?TER FOR DIAGONAL RAMPS. O0
TYPE " m HORIZONTAL AND VERTICAL CLEARANCES TYPE nUn SIO! O Z r
Z 2" TYP ~Hw r H v~.. o ~v ~,~o e.~v ~v o. ~ ~ ra. o~.. o. v~..'~. ° ~ ~ J Z J ~ ~ 7. USE CLASS "B" CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH NON-SKID TYPE SURFACE SURFACE. CD Z z 1-i
Z r H r~Atr (A f H IIIO Z = ~o:..o'''. 'o:._o~~'. ~o:. ~o'~'. 'o:.~o'~.. 1 .'o:. ~a'''. ~o:..o'~~ o'..o'~~ o'..a~ OQ \ a P, = 8. PLACE A Y2" EXPANSION JOINT WHERE THE CONCRETE WHEELCHAIR RAMP JOINS THE CURB AND AS SHOWN ON IOWN ON STD. DWG. 848.01. ~ Q ~
50 1" TYP TYPE "F" C TYPE "F" SIGN ~ W ~ d' ~ ~ ~/2" JOINT WIDTH _ ~ JOINT FILLER ~ H ~ W ~ ~ 9. PLACE THE INSIDE PEDESTRIAN CROSSWALK LINES NO CLOSER IN THE INTERSECTION BY BISECTING THE INT THE INTERSECTION RADII, _ ~ (SEE NOTE 14) x F-
V ~ TYPE "D" SIGH MLEI011 ? f " " " BACK•TO-BACK TYPE D S E 8I N ~ EAST FAST EAST NT 1" TYP C CROSS BRACING MOU si ~ J ~1 z T =SIDEWALK THICKNESS 1~z" St~ewn~K p D C Z WITH ALLOWANCE OF A 4' CLEAR ZONE IN THE VEHICULAR TRAVELWAY WHEN ONE RAMP IS INSTALLED. (SEE LU m
D Z Z TYPE °F" SIGN 64 G4 TYPE "F" SIGN o C7 D W m y Yp" EXPANSION JOINT~\ ~ ~ W Z O (SEE STD. 846.07) ¢ D 10. COORDINATE THE CURB CUT AND THE PEDESTRIAN CROSSWALK LINES SO THE FLOOR OF THE WHEELCHAIR RAMP ~ ~ THE PEDESTRIAN CROSSWALK LINES. PLACE DIAGONAL RAMPS WITH FLARED SIDES SO 24" OF FULL HEIGHT SIR RAMP WILL FALL WITHIN U HEIGHT CURB FALLS WITHIN Q m p z
D ~ Z H ET~~a o~ a zQ ~ o TRANSVERSE EXPANSION JOINT PLAN VIEW „F~ s~a~ Qz' = o o IN SIDEWALK VIEW Z W C m ~ THE CROSSWALK MARKINGS ON EACH SIDE OF THE FLARES. a <
FRAMING AND CROSSBRACE DETAILB FRAMING AND CR0898RACE DETAILS Z Z Z ~ " " " " TYPE "D" d "F" SIONB FOR COMBINATION TYPE D 8 E SIONS FOR COMBINATION Q W ~ N ~ 11. CONSTRUCT THE PEDESTRIAN CROSSWALK'A MINIMUM OF 6 FEET. A CROSSWALK WIDTH OF 10 FEET OR GREAT )R GREATER IS DESIRABLE. Q Cn
v v r v~i0 W V m D 1/2" EXPANSION JOINT :CATE THE POINT BEHIND WHICH =
. ~ NOTES: D ~ PE "D" "E" AND "F" 9IONS ON FREEWAYS KITH THE NEAR EDGE OF THE SIGN 20 FT. ~ ~1 1. ERECT TY , ~ ~ FILL 3/8" WIDE x VIDE X 1" DEEP GROOVED OR ~ ~ N ~ 12• USE STOP LINES, NORMALLY PERPENDICULAR TO THE LANE LINES, WHERE IT IS IMPORTANT TO INDICATE TH = Z ~ Z VEHICLES ARE REQUIRED TO STOP IN COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN OR OTHER LEGAL RE )I NT WITH JOINT H ~ Z ~ SKEW MAY REQUIRE THE PLACEMENT OF THE STOP LINE TO BE PARALLEL TO THE INTERSECTING ROADWAY. _EGAL REQUIREMENT. AN UNUSUAL APPROACH Cn )WAY . H
FROM THE TRAVEL LANE. ERECT ALL OTHER "D", "E", AND "F" SIGNS WITH THE NEAR EDGE OF 1 Z SIGN AT THE EDGE OF THE SHOULDER BREAK (6 FT. MINIMUM CLEARANCE, 12 FT. DESIRABLE, FRi MNEDQE OF THE ~ _ ~ Z / SAWN JOINT WI SIIIABLE, FRpI THE EDGE OF ~ ~ ~ / ~ SEALING COMP 3T 7 FT. ABOVE THE Eoae ~ W Z o BUILDING , / 1 " RA\ i COMPOUND J V J C3 ~ z
TRAVEL LANE), OR AS DIMENSIONED ON PLAN SHEETS. N " " " " " " H THE TTOM OF SIGN ASSEMBLY AT LEAST 7 FT. ABC 2. ERECT TYPE D , E ,AND F SIGNS WIT BO rm~ N NOT TYPE "E" SIGNS C7 ~ ~ 13. TERMINATE PARKING A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK. 1/g" RAD W ~ 14. PLACE ALL PAVEMENT NUIRKINGS IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TR H PUBLISHED BY THE FEDERAL HIG~FIWAY ADMINISTRATION AND THE NORTH CAROLINA SUPPLEMENT TO THE MUTC p.o.. o P.. d o. p.o Q =ORM TRAFFIC CONTROL DEVICES (MUTCD) Lu Q
~ OF THE TRAVEL LANE ON ROADS WITH 2 OR MORE LANES AND AT LEAST 5 FT. ON OTHER ROUTES. ~ E11Tk711 CLEARANCE IS 7 FT. WHERE REQUIRED FOR PEDESTRIAN TRAFFIC ANDlOR PARKED VEHICLES. Z ~ ER flWTES. THE VERTICAL Z ~ O ~ WALL , ETC . / ~ ~ ~ ~ ~ ~a \ 8 ICLES. W ~ / / ~.-v ~ a. ? o. ? p. v p. 4E MUTCD. _
3. THE VERTICAL DIMENSION BETWEEN MOUNTING HOLE CENTERS ON ALL TYPES "D", "E", AND "F" AND "F" SIGNS IS r ~ p o ~ ~ o e ~ ~ ' o . o ~ " o' ~ o'. ~ o ~ ~ . o . P:o ~o 04 0:o m W
30" MAXIMUM. THE VERTICAL AND HORIZONTAL DIMENSIONS BETWEEN MOUNTING HOLES IS TO THE WHOLE INCH. EACkI SIGN PANEL HA5 A MINIMUM OF 2 BOLTS PER SUPPORT. S IS TO THE / ~ ° , o ~P, o 0 0- o o a .v. .o. .p. .p. W
4. DEFORM BOLT THREADS WITH A PUNCH OR CHISEL AFTER INSTALLATION TO SUFFICIENTLY REDUCE REMOVAL BY VANDALS. TAY / \ PROPOSED o o o... o ....:o / ~v ~..'o.~v CONCRETE PROP. C8G r 3
5. FURNISH AND INSTALL CROSS-BRACING AS SHOWN IN DETAIL. SIDEWALK BACK OF CONC. PAVEMENT 7C SHEET 5 OF 5
8. INSTALL POST AND CROSS-BRACING WITH THE WIDE SIDE OF THE FLANGE TOWARD THE BACK OF TYPICAL SIGN SHAPES AND COMBINATIONS SIGN(S) FOR CA~INATION TYPE "D" AND "F" SIGNS. SHEET 1 of 2 SHEET , of , DETAILS SHOWING JOINTS IN CONCRETE SIDEW 904.50 848.01 IDEWALK SHEET 1 OF 1 SHEET 5 OF 5 848m0611
SHEET 1 OF 2 7. THE SHIELD HEIGHTS IN THESE ASSEMBLIES CAN NOT BE LARGER THAN 24". 848.01 848.06
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TITLE:
Surveying: PDS PROJECT ID: FVHT1 SUBMITTALSIREVISI0 Mauldin-Watkins Surveying, P.A. DRAWN BY: pps # Date r~sioNS: HERITAGE TRAIL PHASE ONE
'`111111 ~ ~ ~,1 11 • I~ South Park fi~ C.H. Johnson Environmental Educ~n Park SITE DETAILS
- _ ~ • ~ _ Q ~ abmittal for Permits Fuquay-Varina, North Caroline
~ ec ure an ann~n ~ ~ M ~ anscae rc~ „ 1301 BROADST~ET 0 10/15/07 Submitta FUQUAY VARINA, N.c. r~s~s REVIEWED BY: SNW
• ~ • o~nu~. in~n~ r~e~~a~a cs~r• io~m _r,~_~e~t F"?:":"':::>""':"":""`1 Tn~~~?~ ~1c CI 111 IAV \/ADIAIA SHEET:
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1715 PARK DR11VE,, SUIM 200 • ~I •r DOCUMENT TYPE: PERMITTING e 401 Old Honeycutt Road
P,~GH, NC 27we-Avic-1610 Wetland Delineation: Fuquay-Vadne, North Carolina 27526 SD~l
II ? PHONE: [phone] 111// 111 w TEL [phone] mmomffrm In U OF hip with the
~a'aaa~aaa..a..•aa FAX: (919) 831m9490 Burdefte Land Consulting, Inc. soeo w. MiueROOK ROAD, aorta sao NOT FOR CONSTRUCTION COMMENTS:
ZIN EMAIL: lodslon nnc=.com FINAL DRAWING RALEIGH, N.C. 27WB DOCUMENTS MENTS VALID AND RELEASED FOR CONSTRUCTION QTY AFTER ALL SIGNATURE
.Y PHONE: [phone] FAX: (919) 841~BOB RPAWORM nwosOUTMoAre~ UWT NCDOT Division of Bicycle and Pedestrlen Tans V BLOCKS AND KS AND SEALS ARE SIGNED AND DATED BY ALL APPROPRIATE PARTIES
FOR APPROVAL PUmowmES ONLY

SOUTH PARK
PARKING LOT PROPOSED
i BOLLARDS
S3~~IH3/~ ~ . ~ ~ E~ ~ - REQ~D 2 ~O1.OW ~ 1I ~1 ~ ~I ~ E Po ~
SIGNS SUMMARY OF QUANTITIES M O QUANTITY REQ~D 12 405 W~nTM REQ~D 401 QUI1N11TY REQ'D 4 402 QUAN?1TY REQ'D 4 404 O
i~ ho. ~~M DESCRIPTION au~nn UNIT ~ ~ ' ~
DESC. NO SECT. N0. TOP
1479 903 3 LB. STEEL U-giANNEL POS15 ?.'S2 LF. STOP MOTOR ~ ROUTE
1da7 904 T1fPE 'E" SIGIiS, ERECTION 32 EI?. i ii
ALL SI(~IS SHALL BE FIELD LOCATED 8Y THE ENGINEER 1' e• 24~ X 8~
BAq(GROUND SHALL BE TYPE III RffLEClIVE SHEETING UNIESS p7FIFRIMSE INDICATED. 24" X 24" 24" X 18' M4-12 18" X 18" D11-1
R1-1 R5-3 REQ'D 2 I I I I 1 ~ ~ ~
SEE NORTH CAROLINA BICYCLE FAgU11ES PIJINNING AND 406 QUANTITY REQ~D 2 4O7 ~~~TM REQ'D 2 ~g QUAN11T1r REQ~D 4 4~ ~ QUANTITY REQ'D ~ ~ ~ l
DESIGN GUIDEIJNES. APPLICABLE ROADWAY STANDARD DRAWINGS. /~Wp MUTCp FOR FURTHER DETNLS IWD INFORMAIICN. TYPICAL D R A WI 1RAWING 1
~r~ of e~ P~TM 17 S - END
TYPICAL MARIUPKi DETAIL OF EN1RY AT ROADWAY IN?E ~ .~t.....~/ l l/ Ill l~~l~llj~l~~~~ NAY IN?ERSEC110NS „ ,
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BIKE ROUTE
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ALAN - CHJEEP ENTRANCE TO WAGSTAFF ROAD 20 20
SOUTHERN sEC'TION Scale 1" s 20'
~E S~~ SIGN PLAN - TRAIL AT WAGSTAFF ROAD
MAULDIN - WATKINS SURVEYING, P.A. SOUTHERN SECTION P.O. BOX 444 1301 W. BROAD STREET
FUQUAY VARINA~ NORTH CAROLINA 27526
919-552-9326 TITLE:
~nsioNS: HERITAGE TRAIL PHASE ONE
ae South Park ~ C.H. Johnson Environmental Educa~on Park G RE Submittal for Permits Fuquay-Verina, North Carolina :EENWAY SIGNAGE PLAN
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Landscape Architecture & Land Planning _ REVIEWED BY: FUQUAY VARINA, N.C. rrM -a TOWN OF FUQUAY=VARINA 07-~g79
298 :ee PHONE: [phone] FAX: [phone]e6 PERMITTING 401 Old Honeycutt Road
1713 PARK DRIVE. SUrrE 200 a' FuquaymVadna, North Carolina 27526
Wetland Delineation: DOCUMENT TYPE: TEL [phone] COMMENTS:
RALE+IC}H, NC 27605-1610 l~~ {!00
PHONE: (919) 834.-,Wl1 Burdette Land Consulting, Inc. 308D W. MiuBRooK yaw, sung zoo NOT FOR CONSTRUCTION In partnership with the DOCUMENTS )CUMENTS VALID AND RELEASED FOR CONSTRUCTION 9llLY AFTER ALL SIGNATURE _OCKS AND SEALS ARE SIGNED AND DATED BY ALL APPROPRIATE PARTIES
FAX: [phone] RALEIGH, N.C. 27609 NCDOT Division of Bicycle and Pedesftn TranePorfevon BLOCKS AN
I)ncrr,com FINAL DRAWING EMAIL: MWEM
FOR APPROVAL PURPOSE3 ONLY NLY PHONE: [phone] FAX: [phone] NOW PAW OMW 8TW= o uTM DATE