SW5100601_APPROVED PLANS_20100607

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS �
PERMIT NO.
SW
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
4aaW)l
YYYYMMDD

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PROPOSED
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EXISTING
RIGHT-OF-WAY
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� EDGE OF
PAVEMENT .H
-- N 47.58'07'E
-�22.57•+
POINT OF BEGINNING
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PROPOSED 4'
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Cl /Y / 4 D)
VICINITY MAP N.T.S. (±)
TOPOGRAPHIC AND BASE INFORMATION OBTAINED FROM R.B.
PHARR AND ASSOCIATES, P.A. THIS INFORMATION WAS
ORIGINALLY ISSUED AND SEALED BY DARYL D. KASEMAN, NORTH
CAROLINA PROFESSfONAL LAND SURVEYOR SEAL: L--4559, ON
04/15/2009.
LEGEND (STAKING)
SYMBOL
PROPOSED SIDEWALK
PROPOSED HANDICAP RAMP
1;"-", PROPOSED ASPHALT TRAIL
HC PROPOSED HANDICAP SPACE
HN PROPOSED HANDICAP VAN SPACE
PROPOSED HANDICAP SIGN
S— PROPOSED STOP SIGN
LIGHT DUTY BITUMINOUS CONCRETE
PROPOSED V-6" CURB & GUTTER
Land Planning
Landscape Architecture
Civil Engineering
ON>
Urban Design
150 Fayetteville Street
Suite 950
Cole.lenest
Raleigh, forth Carolina 27601
& Stone
Tel 919. 719, 1800
Fax [phone]
www.colejeneststone.com
Susan
ARP ENGINEERING
H a tc h e l l
CONSULTING ENGINEERS
Landscape Architecture, PLLC
ENGINEERS
CHATHAM COUNTY
12 East Street
Pittsboro
North Carolina 27312
NORTHEAST
DISTRICT PARK
Big Woods Rd
DETAIL Pittsboro
North Carolina 27312
1 /C V8.1
6/CV8.1
STAKING PLAN
SEE LANDSCAPE
1 /CV8.0
1 /CV8.0
2/CV83O
Project No.
5023s
-/-
Issued
05/07/10
3/CV8.0
5/CV8.0
D
_ STAKING PLAN NOTES Revised17
_
1. ALL DIMENSIONS ARE AT 90 DEGREES UNLESS OTHERWISE NOTED.
2. CONTRACTOR SHALL ESTABLISH AND VERl Y POINT OF BEGINNING (P.0.8.) AND STAKE SITE
AS fNDIC.ATED ON CONSTRUCTION DOCUMENTS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
_ NOTIFY COLEJENEST & STONE, P.A. IMMEDIATELY OF ANY DISCREPANCIES. °
3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT, FACE OF BUILDING, OR CENTERLINE UNLESS SltJ/a�Go� �l3/�i�
OTHERWISE NOTED. C�
S T Zolo
4. ALL DETAILS SHALL BE CONSTRUCTED IN STRICT COMPLIANCE WITH SPECIFICATIONS AND
CONSTRUCTION DOCUMENTS.
5, ALL RADII SHALL BE 5'-0" (E.O.P.) UNLESS OTHERWISE NOTED.
6. STOP SIGNS SHALL BE R1-1 30%30".
��35'99"
J
NEAREST cc.ai goa t-r rMum /
INTERSECTION N. C. S. R. NO. 1 716 NEAREST
�10
(BIG WOODS ROAD)
\ (200' R/W) M`arg,
4?`
765' SIGHT CVS# C— 74-121—D
� r �6S,pp• w
DISTANCE LINE _ y _ 765' SIGHT
DISTANCE LINE _
/ � / � .r. •— ��, � � �� ` Rik R
I � _
`40P R SCALE: V = 60'
0 30 60 120
DRIVEWAY DETAIL
&IP
SST
-S��' SEAL
W
ZONING CODE SUMMARY
s y CC--361
103
PROJECT NAME: NORTHEAST DISTFICT PARK
� pp
'••rHc^R° •'
I
OWNER: CHATHAM COUNTY PHONE #. [phone]
t`,r,`�
�i`j111
PLANS PREPARED BY: COLEJENEST & STONE PHONE #: [phone]
ZONING: R-6 JURISDICTION: CHATHAM COUNTY
��,
�.`tN,..CA.. ,,��,
PROPOSED USE- PARK AND RECREATIONAL FACILITY
pF ASS �G1P'`�2�`
YARD REQUIREMENTS:
SETBACK (FRONT): 40'
` 9 %7
_ SE L r -
-
25163
SIDE YARD (L): 25'
SIDE YARD (R): 25'
��?•'•..FiyG I Nf�F,�,;•��`.`
REAR YARD: 25'
REQUIRED BUFFERS: 100' UNDISTURBED BUFFER FROM PROPERTY LINE/RIGHT-OF-WAY
ODD 0
"`+++rr+iillti►+'V%05/07/10
PARKING DATA: CHATHAM COUNTY ZONING ORDINANCE, SECTION 14.1, REQUIRES 1 SP/3 FIXED
SEATS
REQUIRED:60 PROVIDED: 109 HANDICAP: 7 (6 VAN ACCESSIBLE)
a
SCALE: V = 30'
0 15 30 60
CV2n0
The drawings, the project manual and the design shown
theron are instruments of ColeJenest & Stone, P.A.. The
reproduction or unauthorized use of the documents without
consent of ColeJenest & Stone, P.A. is prohibited.
ColeJenest & Stone, PA. 2010

a
IS75'11 8',5,
51.60,
PROPOSED PAINTED
CROSSWALK, TYP.
EXISTING
P 0 N D
W.E. 271.6
STORMWATER
LEVEL SPREADER "A"
SEE DETAIL 14/CV8.2
FINAL ALIGNMENT TO BE
FIELD ADJUSTED BY LANDSCAPE
ARCHITECT, CONTRACTOR TO
STAKE ALIGNMENT IN FIELD
FOR REVIEW BY LANDSCAPE
ARCHITECT PRIOR TO CONSTRUCTION IL/
I FIELD LIGHTING
BY OWNER, TYP.
92
L
F,
o CONCRETE PAD
o 1 +09.96 FOR LIGHTING
� CONTROL CABINET
— ASPHALT PAVING �1
SEE DETAIL 3/CV8.0
L=50.27
R=32.00
a PROPOSED WHEEL STOP, TYP. 1
Y SEE DETAIL 4/CV8.0 1
PC = 0+59.69
PROPOSED STORMWATER
BiORETENTION AREA #1
s . SURFACE AREA = 1,600f SF \
SEE DETAIL 2 & 3/CV8.2 C
� STA 6+25.97
DRIVEWAY INTERSECTION EXISTING 10'
GRAVEL DRIVE
�- R15.00'
L1�
V
w MATCHLINE
2 CV2mO
\ N9'16'45"W r
\ 1.33'
5+3&99 \
VICINITY MAP N.T.S. (:�)
TOPOGRAPHIC AND BASE INFORMATION OBTAINED FROM R.B.
PHARR AND ASSOCIATES, P.A. THIS INFORMATION WAS
ORIGINALLY ISSUED AND SEALED BY DARYL D. KASEMAN, NORTH
CAROLINA PROFESSIONAL LAND SURVEYOR SEAL: L-4559, ON
04/15/2009.
LEGEND (STAKING)
SYMBOL
PROPOSED SIDEWALK
N
PROPOSED HANDICAP RAMP
3
PROPOSED ASPHALT TRAIL
HC PROPOSED HANDICAP SPACE
HV PROPOSED HANDICAP VAN SPACE
PROPOSED HANDICAP SIGN
S— PROPOSED STOP SIGN
LIGHT DUTY BITUMINOUS CONCRETE
PROPOSED V-6" CURB & GUTTER
-( } RELD LIGHTING BY OWNER
Land Planning
Landscape Architecture
Civil Engineering
Urban Design
150 Fayetteville Street
Suite 950
ColeJenest Raleigh, North Carolina 27601
& Stone Fax 9i19.7119,11819
www.colejeneststone.com
Susan
Hatchell
Landscape Architecture, PLLC
ARP ENGINEERINC
CONSULTING ENGINEERS
ENGINEERS
CHATHAM COUNTY
12 East Street
Pittsboro
North Carolina 27312
NORTHEAST
DISTRICT PARK
Big Woods Rd
TAIL Pittsboro
North Carolina 27312
1 /CV8.1
6 /C V8.1
STAKING PLAN'
SEE LANDSCAPE
1 /C V8.0
1 /C V8.0
2/CV8.0
3/CV8.0
5/CV8.0
SEE SHEET CV2.0 FOR STAKING NOTES.
Revised
/y , 2 / .. �,, 7/u/0
LLJ SEALQ <- ° 2�
C-1361
�p C-103 Z`T
v •. �rH C A�O� : � ,�
All
oo`''L''�
Z ) tiyr ; y
51
ODD V
1111frrrrrniMV0% 05/07/10
SCALE: 1" = 30'
0 15 30 60
CV2M1
The drawings, the project manual and the design shown
theron are instruments of ColeJenest & Stone, PA.. The
reproduction or unauthorized use of the documents without
consent of ColeJenest & Stone, PA, is prohibited,
ColeJenest & Stone, P.A. 2010

VICINITY MAP N.T.S. (±)
TOPOGRAPHIC AND BASE INFORMATION OBTAINED FROM R_B.
PHARR AND ASSOCIATES, P.A. THIS INFORMATION WAS
ORIGINALLY ISSUED AND SEALED BY DARYL D. KASEMAN, NORTH
CAROLINA PROFESSIONAL LAND SURVEYOR SEAL: L-4559, ON
04/15/2009,
LEGEND (STAKING)
SYMBOL
i PROPOSED SIDEWALK
-_ PROPOSED HANDICAP RAMP
PROPOSED ASPHALT TRAIL
HC PROPOSED HANDICAP SPACE
HV PROPOSED HANDICAP VAN SPACE
PROPOSED HANDICAP SIGN
S— PROPOSED STOP SIGN
LIGHT DUTY BfTUMINOUS CONCRETE
PROPOSED V--6" CURB & GUTTER
} FIELD LIGHTING BY OWNER
ColeJenest
& Stone
Susan
Hatchell
Landscape Architecture, PLLC
Land Planning
Landscape Architecture
Civil Engineering
Urban Design
150 Fayetteville Street
Suite 950
Raleigh, North Carolina 27601
Tel [phone]
Fax [phone]
www.coIejeneststone.com
ARP ENGINEERINC
CONSULTING ENGINEERS
ENGINEERS
CHATHAM COUNTY
12 East Street
Pittsboro
North Carolina 27312
NORTHEAST
DISTRICT PARK
Big Woods Rd
DETAIL Pittsboro
North Carolina 27312
1/CV&1
6/CV8.1
STAKING PLAN
SEE LANDSCAPE
1/CV8.0
1 /CV8.0
2/CV8_0
- Project No.
50236
�-
Issued
05/07/10
3/CV8.0
5/CV8.0
SEE SHEET CV2.0 FOR STAKING NOTES.
Revised
ArW
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;y
%�5�. & S� C
LLJ?Fop
. eSEAL
-J c-1ss1
O i xo C-103 Q z
NTH CAR��\ 1
CA R
•Q� •.7 1
A _
- 16
iti►ti�`,05/07/10
SCALE: 1" = 30'
0 15 30 60
CV2v2
The drawings, the project manual and the design shown
theron are instruments of ColeJenest & Stone, P.A.. The
reproduction or unauthorized use of the documents without
consent of ColeJenest & Stone, P.A. is prohibited. CN
ColeJenest & Stone, PA. 2010
G�
Q

VICINITY MAP N.T.S. ( 1 )I
TOPOGRAPHIC AND BASE INFORMATION OBTAINED FROM R.B.
PHARR AND ASSOCIATES, P.A. THIS INFORMATION WAS
ORIGINALLY ISSUED AND SEALED BY DARYL D. KASEMAN, NORTH
CAROUNA PROFESSIONAL LAND SURVEYOR SEAL:- L-4559, ON
f
r,
NO -MOW,
' SEED
r ,
SEED
Land Planning
Landscape Architecture
Civil Engineering
Urban Design
150 Fayetteville Street
Suite 950
ColeJenest Raleigh, North Carolina 27601
Tel [phone]
& Stone Fax [phone]
www.colejeneststone.com
Susan
Hatchell
Landscape Archftecture, PLL C
ARPENGINEERING
CONSULTING ENGINEERS
t � tam#
10
CHATHAM COUNTY
12 East Street
Pittsboro
North Carolina 27312
NORTHEAST
DISTRICT PARK
Big Woods Rd
Pittsboro
North Carolina 27312
Revised
+%%, I% I i f l f f,, fl/ 1++% l l I I l f f f I,,,I
CAR04 *�` ��H CA Rp� `�.,
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✓'�'
0 15 30 60
SCALE: 1" = 30' - 0" QO
LA5ml
The drawings, the project manual and the
design shown theron are instruments of
ColeJenest & Stone, P.A.. The reproduction
or unauthorized use of the documents
without consent of ColeJenest & Stone, P.A.
is prohibited.
ColeJenest & Stone, P.A. 2009

INDEX OF SHEETS
CIVIL PLANS
CV0.0
CV0.1
CVo.2
CV1.0
CV2.0-2.2
CV3.0-3.5
CV4.0-4.2
CV5.0
CV6.0-6.1
CV7.0
CV8.0-8.2
LANDSCAPE PLANS
LA1.0-1.2
LA2.0
LA3.0
LA4.0
LA5.0-5.2
LA6.0-6.1
LA7.0-7.2
ELECTRICAL PLANS
E0.1
E1.1
E2.1
E3.1
STRUCTURAL PLANS
S1.1
S1.2
— COVER SHEET
— KEY PLAN
— SITE SURVEY
— SERIES OMITTED
STAKING PLAN
EROSION CONTROL PLAN
— GRADING AND DRAINAGE PLAN
— ROAD PROFILES
— UTILITY PLAN
— SERIES OMITTED
— CIVIL DETAILS
— MATERIALS PLAN
— STAKING PLAN BASEBALL FIELD
— ARCHITECTURAL PLAN
— PLAYGROUND PLAN
— PLANTING PLAN
— LANDSCAPE DETAILS
— IRRIGATION PLAN
— LEGEND
— SITE PLAN DEMOLITION
— SITE PLAN NEW WORK
— DETAILS
STRUCTURAL GENERAL NOTES, PLANS, + DETAILS
STRUCTURAL GENERAL NOTES, PLANS, + DETAILS
Land Punning
Landscape Architecture
Civil Engineering
Urban Design
150 Fayetteville Street
Suite 950
Raleigh, North Carolina 27601
Tel [phone]
Fax [phone]
www.colejeneststone.com
NORTHEAST
DISTRICT PARK
CONSTRUCTION DOCUMENTS
Susan
Hatchell
Landscape Architecture, PLLC
1020 Washington Street Raleigh, NC 27605
Phone: [phone]
Fax: [phone]
www. susanhatcheli. com
MAY 79 2010
BIG: WOODS ROAD
PITTSBORO, NORTH CAROLINA
OWNER: CHATHAM COUNTY
12 EAST STREET
PITTSBORO, NC 27312
[phone]
CONSULTANTS:
EN G I N E E R S
5310 SOUTH ALSTON AVENUE —
SUITE 230
DURHAM. NC 27713
Phone: [phone]
Fax: [phone]
RDK PROJECT #: NC009049.00
ARPENGINEERINO
CONSULTING ENGINEERS
PO BOX 587 • MONROE • NC 281 11
[phone]
NC COA C2424
SITE
SR }716
glG WOODS RD, AG �
SI TE
VICINITY MAP N.T.S.
TOPOGRAPHIC AND BASE INFORMATION OBTAINED FROM R.B.
PHARR AND ASSOCIATES, P.A. THIS INFORMATION WAS
ORIGINALLY ISSUED AND SEALED BY DARYL D. KASEMAN, NORTH
CAROLINA PROFESSIONAL LAND SURVEYOR SEAL: L-4559, ON
04/15/2009.
f=
i
Land Planning
Landscape Architecture
Civil Engineering
Urban Design
150 Fayetteville Street
ColeJenest
Suite 950
Raleigh, North Carolina 27601
& Stone
Tel 9.
Fax 9119, 7119.1800 18119
www.colejeneststone.com
Susan
ARP ENGINEERINC
H a tc h e l l
CONSULTING ENGINEERS
Landscape Architecture, PLLC
ENGINEERS
CHATHAM COUNTY
12 East Street
Pittsboro
North Carolina 27312
NORTHEAST
DISTRICT PARK
Big Woods Rd
Pittsboro
North Carolina 27312
COVER
SHEET..
Project No.
50236
Issued
05/07/10
Revised
t� t'
rtJf .. st�c(
i
f y
CV000
The drawings, the project manual and the design shown
theron are instruments of ColeJenest & Stone, P.A.. The
reproduction or unauthorized use of the documents without
consent of ColeJenest & Stone, P.A. is prohibited.
ColeJenest & Stone, P.A. 2010

VICINITY MAP N.T.S.
TOPOGRAPHIC AND BASE INFORMATION OBTAINED FROM R.B.
PHARR AND ASSOCIATES, P.A. THIS INFORMATION WAS
ORIGINALLY ISSUED AND SEALED BY DARYL D. KASEMAN, NORTH
CAROLINA PROFESSIONAL LAND SURVEYOR SEAL- L-4559, ON
04/15/2009.
go.,
E , U, , , j 1
KEY PLAN
N.T.S.
•;� _ Land Planning
Landscape Architecture
Civil Engineering
Urban Design
150 Fayetteville Street
Suite 950
ColeleneSt Raleigh, North Carolina 27601
Tel &Stone Fax [phone]
www. tole jen estston e.com
Susan, ARP ENGINEERING
H a tc h e l l CONSULTING ENGINEERS
Landscape Architecture, PLLC
CHATHAM COUNTY
12 East Street
Pittsboro
North Carolina 27312
NORTHEAST
DISTRICT PARK
Big Woods Rd
Pittsboro
North Carolina 27312
Revised
, A I 1 I I I I I I, I,,/ `ti, 11 S 11 F I lI JI
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0 15 30 60
SCALE: 1"=30'-0"
LA5w2
The drawings, the project manual and the
design shown theron are instruments of
ColeJenest & Stone, P.A.. The reproduction
or unauthorized use of the documents
without consent of ColeJenest & Stone, P.A.
is prohibited. QQ
ColeJenest & Stone, P.A. 2009

i
r i
wl
t
r
,
■
■
■
GENERAL NOTES:
1. THE LANDSCAPE CONTRACTOR SHALL BE A LICENSED LANDSCAPE CONTRACTOR IN NC, AND WILL PROVIDE
PROOF OF LICENSE AFTER BIDDING.
2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, DEPTHS, QUANTITIES, DISTANCES, ANGLES AND
SLOPES PRIOR TO ORDERING MATERIALS OR INSTALLING PROJECT,
3. CONTRACTOR SHALL ACCEPT ACTUAL CONDITIONS AT THE SITE AND PERFORM THE WORK SPECIFIED
WITHOUT ADDITIONAL COMPENSATION FOR POSSIBLE VARIATION FROM GRADES AND CONDITIONS SHOWN
WHETHER SURFACE OR SUBSURFACE, EXCEPT AS PROVIDED FOR BY THE CONTRACT DOCUMENTS.
4. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT FOR ANY PLANT
SUBSTITUTIONS OF SPECIES, SIZES, OR TYPE OF CONTAINER.
5. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION, AND SHALL BE
RESPONSIBLE FOR THE PROTECTION OF THESE UTILITIES DURING THE CONSTRUCTION OF THE PROJECT,
AND SHALL PROMPTLY REPAIR AND RESTORE SERVICES AT NO ADDITIONAL COST TO THE OWNER,
6. THE CONTRACTOR SHALL VISIT THE SITE, FAMILIARIZE HIMSELF WITH ACTUAL CONDITIONS AND VERIFY
EXISTING CONDITIONS IN THE FIELD.
7, CONTRACTOR SHALL MAINTAIN CAREFULLY ALL BENCH MARKS, MONUMENTS AND OTHER REFERENCED
POINTS, IF DISTURBED OR DESTROYED, THE CONTRACTOR SHALL REPLACE AS DIRECTED AT NO ADDITIONAL
COST Td T"E CANNFR-
I
8. CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH THE FULL SET OF CONSTRUCTION DRAWINGS
AND SPECIFICATIONS FOR COORDINATION WITH UTILITIES.
9. CONTRACTOR SHALL LEAVE DISTURBED AREAS LEVEL AND RAKED SMOOTH, REMOVING ALL ROCKS AND
DEBRIS.
10. MULCH WILL BE A 3" LAYER OF TRIPLE SHREDDED HARDWOOD MULCH. SUBMIT SAMPLE FOR APPROVAL.
IN NATURAL AREAS, PINE STRAW MAY BE ACCEPTABLE BY DIRECTION OF LANDSCAPE ARCHITECT OR
OWNER.
11. IF FORMAL ARRANGEMENTS OR CONSECUTIVE ORDER OF TREES OR SHRUBS IS SHOWN, SELECT STOCK
FOR UNIFORM HEIGHT AND SPREAD FROM SAME SOURCE TO ASSURE SYMMETRY IN PLANTING.
12. ALL EXISTING CONDITIONS OUTSIDE THE CONTRACT LIMITS, CURBS, SIDEWALKS, TURF AREAS AND
PAVING DAMAGED IN PERFORMANCE OF THIS WORK SHALL BE RESTORED WITHOUT EXTRA COST TO THE
OWNER IN THE MANNER PRESCRIBED BY AUTHORITIES HAVING JURISDICTION.
13. CONTRACTOR SHALL REPORT ALL DISCREPANCIES TO LANDSCAPE ARCHITECT. IN CASE OF
DISCREPANCY BETWEEN THE QUANTITY OF PLANTS ON THE PLANS AND THE PLANT SCHEDULE, THE
CONTRACTOR SHALL SUPPLY QUANTITIES AS SHOWN ON PLANS.
14. ADJUSTMENT OF PLANT LOCATIONS IN THE FIELD MAY BE NECESSARY TO AVOID PLACEMENT IN
CONFLICT WITH UTILITIES, LIGHT POLES, ETC.
ALL DISTURBED AREAS
SHOULD BE PLANTED,
SEEDED, OR MULCHED.
J
PLANT SCHEDULE:
Key
QTY.
Botanical Name
Common Name
Size
Spacing
LARGE TREES
QN
16
Quercus nigra
Water Oak
2 1/2" cal,
NS
25
Nyssa sylvatica
Blackgum
2 112" cal.
PO
10
Platanus occidentalis
Sycamore
2 112" cal,
SMALL TREES
CF
8
Corpus florida'Cherokee Princess'
Dogwood
8' Ht. min.
CC
19
Cercis canadensis'Oklahoma'
Redbud
8' Ht, min.
OA
8
Oxydendron arboreum
Sourwood
8' Ht. min.
SHRUBS
IG
48
Ilex glabra'Shamrock'
Inkberry
3 Gal.
IC
25
Ilex corn uta 'Bu rfordli Nana'
Dwarf Burford Holly
3 Gal.
MC
66
Myrica cerifera
Wax Myrtle
5 Gal.
HA
23
Hamamelis intermedia 'Diane'
Witch Hazel
5 Gal.
VN
42
Viburnum nudum'Winterthur'
Winterthur Viburnum
3 Gal.
GRASS
SEED
Fescue
SPRIG
Bermuda 'Tifsport'
NO -MOW SEED MIX:
Species
Common Name
Percent
Elymus virginicus
Virginia Wild Rye
15
Tripsacum dactyloides
Eastern Gammagrass
13
Panicum virgatum
Switchgrass
12
Agrostis scabra
Rough Bentgrass
12
Carex vulpinoidea
Fox Sedge
10
Tridens flavus
Purple Top
10
Schizachyrium scoparium
Little Bluestem
8
Coreopsis lanceolata
Lance Leaf Tickseed
5
Sorghastrum nutans
Indian Grass
5
Elymus hystrix
Bottlebrush Grass
5
Festuca ovina var. duriuscala
Hard Fescue
4
Rudbeckia hirta NC Ecoptype
Blackeyed Susan
1
F� '•'fir• '.}•
.l..r t
`.
,X.
_ EXISTING TREES
TO REMAIN-
\ ] O0,
\\\\
— i IN
\ \ ANT
\ \ \\`
\ \ \ EXISTING TREES
�. ` TO REMAIN
EXISTING TREES
TO REMAIN i
i
-RIC
NO -MOW
\ ,
'•> ��n �. � �� it�v - ( ; �<,��� v,,,v NO -MOW �
f SEED,
W MULCH RING TYP.
n
-_ ._ - ram• ' _..... _. .
Vv 3-CF.
QDS SEED;
_ ... D. SIGHT DISTANCE TRIANGLE
•
1 .
54�
VICINITY MAP N.T.S.
TOPOGRAPHIC AND BASE INFORMATION OBTAINED FROM R.B.
PHARR AND ASSOCIATES, P.A. THIS INFORMATION WAS
ORIGINALLY ISSUED AND SEALED BY DARYL D. KASEMAN, NORTH
CAROL I NA PROFESSIONAL LAND SURVEYOR SEAL- L-4559, ON
04/15/2009.
�� II
KEY PLAN N.T.S.
` Land Planning
Landscape Architecture
Civil Engineering
Urban Design.
150 Fayetteville Street
Suite 950
CofeJeneSt Raleigh, North Carolina 27601
1
Stone Fax [phone]
www.colejeneststone.com
Susan
Hatc hell
Landscape Archirectire, PLLC
ARP ENGINEERING
CONSULTING ENGINEERS
E N , n`t F
CHATHAM COUNTY
12 East Street
Pittsboro
North Carolina 27312
NORTHEAST
DISTRICT PARK
Big Woods Rd
Pittsboro
North Carolina 27312
Revised
SloOGo
Ile
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SCALE: 1"-30'-011
LA5zO
The drawings, the project manual and the
design shown theron are instruments of
ColeJenest & Stone, P.A.. The reproduction
or unauthorized use of the documents
without consent of ColeJenest & Stone, P.A.
is prohibited. Q
ColeJenest & Stone, P.A. 2009

FINISH GRADE, SLOPE 3/4" FLEXIBLE PVC HOSE, TYP.
AWAY FROM TANK, TYP. BIORETENTION FILTER MEDIA PREPARATION AND INSTALLATION
4" PVC INLET W/ CAST IN NEMA 4X RATED WATERTIGHT ADAPTER TO 3/4"
PLACE FLEXIBLE SLi=EVF FOR SPLICE BOX; MOUNT EXTERNAL RIGID PVC TRANSPORT
WATERTIGHT SEAL PER ASTM C923 TO RISER PIPE, TYP. 1. FILTER MEDIA SHALL CONSIST OF 85% - 88% MORTAR SAND, 8% - 12% FINES
a,f •iX Yr x .,.
KNOCK -OUT FOR 4" PIPE; T fs (SILT & CLAY) AND 3% - 5% ORGANIC MATERIAL (1 YR AGED COMPOST AND
PROVIDE 1 ON EA. SIDE OF 24" DIA. BOLT -DOWN, ~ f „z TOPSOIL), AND HAVE A PERMEABILITY (K) RANGING FROM 1 IN/HR TO 4
GASKETED FIBERGLASS LID; ;,
TANK; LEAVE MIN. 1" THICK IN/HR.FILTER MEDIA MUST BE TESTED PRIOR TO DELIVERY. TEST MUST INDICATE
CONC_ WALL AT KNOCK -OUT SET RIM 6" ABOVE GRADE a::a "SANDY LOAM."
PVC PRESSURIZED FLOW
24" MIN. DIA. OPENING DISTRIBUTION MANIFOLD 2. THE SOIL SHALL HAVE A LOW PHOSPHOROUS CONTENT (P-INDEX BETWEEN 10
OUTLET STRUCTURE SPILLWAY = 279.50 AT PUMP (!-IYDROSPLITTER BY ORENCO AND 30).
SEE DETAIL 22/CV8.0 � DISCHARGE LINE FITTED WITH SYSTEMS, INC.)
z BALL SHUT-OFF VALVE AND 3. THE SOIL SHALL HAVE A PH BETWEEN 5.5 TO 6.5.
SPILLWAY = 278.00 N ANTI -SIPHON CONTROL
` " 4. SOIL SHOULD NOT BE INSTALLED UNTIL ALL THE CONTRIBUTING DRAINAGE AREA
EMBANKMENT =_ GRADE RINGS OR PVC RISER 5
F.E.S. OR S10 OQ� �`,o ,yG, ;.,, , r,?� -`r � I•` � TO SEPTIC FIELD DRAIN
r y < ,.; ASSEMBLYrs, HAS BEEN STABILIZED AND APPROVED BY THE ENGINEER. PROVISIONS FOR
LINES; SEE PLAN
HEADWALL rr, •� A� �. �,.. F.M w :: SEDIMENT CONTROL SHALL BE IN PLACE PER THE EROSION CONTROL PLAN.
Y
SLOPE TO OUTLET BASE OF 4 0 5. SOIL SHOULD NOT BE DELIVERED TO THE SITE UNTIL EXCAVATION HAS TAKEN
POND = 274.00 CONDUIT TO°� PLACE AND THE UNDERDRAIN SYSTEM HAS BEEN INSTALLED.
-I A CONTROL PANEL j 1-1 4" PVC DISCHARGE
ST^pM LINE TO DRANFIELD 6, IN -SITU SURC'RADE SOIL SHALL BE SCARIFIED BY MANUALLY RAKING TO AERATE
C
PVC FORCE MAIN
_ FROM EFFLUENT PUMP UTILITY AND REDUCE SOIL COMPACTION PRIOR TO PLACING THE FILTER MEDIA.
PRE -PACKAGED EF LUENT POLYMER CONCRETE
L.. =1 L_ .I ! ,- PUMP, FILTER, AND BOLTED
ENERGY DISSIPATOR -- -- _ ___._ _._.___ ; , __; ; ' _ a (QUAZITEo24 X36D OR EQUAL) 7, INSTALLATION OF SOILS MUST BE DONE 1N A MANNER THAT WILL ENSURE
I- _._.! ! j w - _sue
_.• , ._ < -�. z CONTROL ASSEMBLY W/
- -'- , r- ;k=• ADEQUATE FILTRATION. AFTER SCARIFYING THE INVERT OF THE PROPOSED
T *� .�.� aDIGITAL PLC CONTROL PANEL
ANTI -FLOTATION PAD � �i r 26" FACILITY, PLACE FILTER MEDIA IN 8 TO 12 NCH LIFTS. LIFTS ARE NOT TO BE
DISCHARGE PIPE. k y , 4.'t^� BY ORENCO SYSTEMS, INC.,
OR EQUAL COMPACTED BUT ARE PERFORMED IN ORDER TO REDUCE THE POSSIBILITY OF
PER PLAN '"��"�+='l, EXCESSIVE SETTLEMENT. LIFTS MAY BE LIGHTLY WATERED TO ENCOURAGE NATURAL
J=144"
COMPACTION.
6" COMPACTED NO. 57
STONE BEDDING 8. AVOID OVER COMPACTION OF THE FILTER MEDIA BY ALLOWING TIME FOR NATURAL
POND PROFILE
COMPACTED SUBGRADEi�:� ' a-:..k R,. �.. , .,t _ -- TO SEPTIC FIELD DRAIN COMPACTION AND SETTLEMENT. NO MANUAL COMPACTION OF SOIL SHALL BE
LINES; SEE PLAN CONDUCTED, SOIL SHOULD BE OVERFILLED TO ACCOMMODATE FOR NATURAL
NOTES fj;y%f4 �`','`•y COMPACTION. ADDITIONAL FILTER MEDIA MATERIAL MAY BE NEEDED AFTER
\j\f_ MIN. 12" NO. 8 WASHED SETTLEMENT TO ACHIEVE FINAL GRADES-
1. PUMP TANK SHALL BE 1500 GAL, PRECAST, REINFORCED CONCRETE, MEETING ��`�;`.���\�>.x��„�a�,�"��'�,�-+�fs _ `�;""� �'��;�;•�4•
NCDENR REQUIREMENTS FOR CONSTRUCTION. ''w'r'�/' ��
\\ t �. y�y � zr 6" IN STONE BASE g. PROV#DE SOIL TEST DATA TO PROJECT ENGINEER PRIOR TO INSTALLATION.
2 ALL TANK SEAMS SHALL BE SEALED WATERTIGHT WITH SEALANT MEETING ASTM/ TvJ"f \\�\` 10. INSTALL ONLY AFTER SITE HAS BEEN STABILIZED.
C990 SPECIFICATIONS,
DRY DETENTION POND N•T•S• 16 PUMP TANK N.T.S. 12 FLOW DISTRIBUTION MANIFOLD N.T.S. 8 BIORETENTION FILTER MEDIA N.T.S. 4
fjAFFLL NOTES
SKIMMER SEDIMENT BASIN
DESIGN CR€TERIA
DRAINAGE
AREA
> 10 AC.
(ACRES)
< 100 AC.
MIN.
LENGTH TO
2:1
WIDTH RATIO
MAX.
LENGTH TO
6:1
WIDTH RATIO
MIN.
180D
VOLUME
(CU. FT.
REQUIRED
PER AC_
DISTURBED)325
SURFACE
(SO. FT.
AREA
PER CFS
REQUIRED
Q10)
PLAN VIEW FINISH GRADE, SLOPE
AWAY FROM TANK, TYP.
\ 3rd BATTLE: NOTES: 1. ALL DRAINAGE AREAS TO A BIORETENTION FACILITY ARE TO BE STABILIZED PRIOR TO
HARDWARE CLOTH 4" PVC INLET W/ CAST IN INSTALLATION OF AMENDED SOILS, MULCH OR PLANTINGS.
SURROUNDING 1. DIMENSION "H" IS PLACE FLEXIBLE SLEEVE FOR
" ' y SKIMMER 2. CONTRACTOR SHALL SUBMIT A FILTER MEDIA SOIL ANALYSIS REPORT FOR APPROVAL
t;
FROM BOTTOM OF WATERTIGHT SEAL PER ASTM C923 PRIOR TO INSTALLATION.
EEIdCY1�� BASIN TO THE CREST
EMBANKMENT OF THE PRIMARY 24" DIA. BOLT -DOWN, WATERTIGHT MANHOLE
FRAME & COVER, TYP. EACH SIDE; 3. UNDERDRAIN PIPE SHOULD HAVE 3 8" PERFORATIONS SPACED AT 6" CENTERS, MIN. 4
f F
+r' axS aIrF SPILLWAY. /
INFLOW ti, ; 1ys �r x SET FRAME IN FULL BED OF MORTAR; HOLES PER ROW. MAX SPACING OF UNDERDRAIN PIPE IS 10 FEET ON CENTER.
STRUCTURE m'a, '� �' t t � X �/ SET RIM 2" ABOVE GRADE CONE. OUTLET STRUCTURE
STD. 2'X3' DROP INLET
2" MIN ..:;...:,<• MIN I _ Yea . GAP
KNOCK -OUT FOR 4" PIPE; �
SEE STORM DRAINAGE SCHEDULE
PROVIDE 1 ON EA. SIDE OF REMOVABLE ACCESS LID 1 LIP FOR RIM & INVERT ELEVATIONS
i TANK; LEAVE MIN. 1" THICK 18" MIN. DIA., TYP- PEA GRAVEL.
fN'8�is�m�Rj RISER CONE. WALL AT KNOCK -OUT NCDENR APPROVED CURTAIN 3" DOUBLE HAMMERED SEE LANDSCAPE DRAWINGS FOR
/ ` GRADE RINGS, ADJACENT
c.! EFFLUENT FILTER HARDWOOD MULCH LAYER PLANTING REQUIREMENTS
EDGE OF ASPHALT TO PAVEMENT,
! SKlIvlIv1ER 3 \ +I AS REQUIRED SIZED FOR 600 GPD PAVING PER PLAN TYP.
;s
DE4VATERING _
ICE-—\ EMERGENCY Y>T j��� ;�� WIDTH VARIES -SEE PLAN
;y,',.,'�•, 2,sy a11� v \ SPILLWAY
AREA„ f� �4" PVC OUTLET MAX PONDED
AVERAGE z
WIDTH W - LENGTH k v --- - - - - - - - - - - - - - ----W/ CAST IN T PLACE FLEXIBLE SHEET FLOW (2WATER DEPTH SLOPE ER VARIES
TO GRADING PLAN
• AREA of BASIN WATER SURFACE `\ \ \ \ \ e\ \/ Z LIQUID LEVEL SLEEVE FOR 3 SURFACE 3
AT TOP of PRIMARY SPILLWAY "N � WATERTIGHT SEAL - !„_ «�5 :t ••
6" MAX. DEPTH OF FLOW H PER ASTM C923 11=1I1=1'r 1 ELEV: 289.50 1 r
CROSS-SECTION VIEW OVER EMERGENCY SPILLWAY CAST --IN PLACE -H - - -
W 2' 0" ,, 3 MIN.
1' FREEBOARD EMBANKMENT %�' BAFFLE >; GRASS -� I GRASS
INFLOW ' BUFFER III z = I BUFFER
STRUCTURE MIN. 1' w FILTER MFDIA
PRIMARY SPILLWAY RISER ^�` �;���`? �= R 4\.� 4" MIN. HEIGHT OPENING c°
(RISER)- . s < �� SEE DETAIL
..
FOR FULL WIDTH OF TANK NEAR VERTICAL J 4/CV8.2 "
DEWATERING \/ \ f144" EXCAVATED SIDE WALLS V) 4- CONCRETE SAND
ZONE /.r; �\ 6" COMPACTED NO, 57 (ASTM C-33)
EMERGENCY �..�se-'� -n<.m �'�.,.; 2., - #8 WASHED STONE
FILTER FABRIC \ /\/ STONE BEDDING - - .
SPILLWAY
//,���/�i / / //\//.\/ /\// ! \// / // f\/ /\ \ COMPACTED SUBGRADE-I l� III=1lI-r,
SEDIMENT \�� ,.\\�/j\�;\\j�\.\.�\\� \.�\r�\ ° \\r`�\/.\ ,\\�'I�`�\\i\\r\�\\i\\r • \
STORAGE ZONE ANTI -SEEP NOTES:
BAFFLE COLLAR RCP OUTLET PIPE
DATA BLOCK 1. SEPTIC TANK SHALL BE 1500 GAL, PRECAST, REINFORCED CONCRETE, MEETING SEE STORM DRAINAGE SCHEDULE UNDERDRAIN GRAVEL BED
NCDENR REQUIREMENTS FOR CONSTRUCTION. 12" THICK - #57 DOUBLE WASHED STONE
BASIN
DRAINAGE
AREA
(ACRES)
DENUDED
AREA
(ACRES)
Qlo
BASIN VOLUME
BASIN SURFACE AREA
CLEANOUT
DEPTH (FT-)
H/2
H
(FEET)
Z
(FEET)
L
(FEET)
T
(FEET)
W
(FEET)
SKIMMER
PIPE
DIAMETER
SKIMMER
ORIFICE
DIAMETER
2, THE TANK SHALL HAVE A MINIMUM LENGTH TO WIDTH RATIO OF 2.
3. ALL TANK SEAMS SHALL BE SEALED WATERTIGHT WITH SEALANT MEETING ASTM
6" DIAMETER PERFORATED UNDERDRAIN PIPE -PVC (PER AASHTO M252)
OR HDPE NTH SMOOTH INNER WALL, SEE PLAN FOR LAYOUT.
REQUIRED
(CUBIC FT.)
PROVIDED
(CUB€C FT.)
REQUIRED
(SO FT)
PROVIDED
SO FT.)
BASIN-#2
4.3
4.3
16
7,740
13,780
s,zoo
5,s72
2
4
5.5
10
1.5
6
3"
2.5"
�'l ti=.7.NL'1Ii11►b�1.
SEDIMENT BASIN W/
SKIMMER
N.T.S. 15
SEPTIC TANK
N.T.S. 11
BIORETENTION - TYPICAL CROSS-SECTION
N.T.S.
3
4.5
CQNTRACTOR SHAD
1. GRADE LEVEL SPREADERS
MIN. 3' WIDE
PER GRADNG PLAN.
Level S reader Crass Section
StiF�
SOD BUFFER
2. INSTALL CONCRETE LEVEL
SPREADER DEVICES - (4)
" n
FINISH GRADE APPNOXIMATELY
EQUAL TO EXISTING GRADE
��a1y 3 CV8.2
AT 13 LF FACH.
/`1
3. INSTALL 12" PVC
DISTRIBUTIO P PI G FR
Farebay 0 1 2" PVC
Concrete Level Spreader
cL
- W
CLEANOUT
(TOP TO BE
ABOVE XIMUM
6"
N 1 N OM
FOREBAY TO LEVEL
Top i-lev foa.OQ
9" PVC, to drop Inlet
SPREADER INLET.
�B ' z84.o Drop inlet Invert: 279.0
TRASH RACK.
v,. 283• 0.75' rlau stn s!fl
CONTRACTOR TO
4. INSTALL CONCRETE
s% i4
SUBMIT SHOP
OUTLET CHANNEL.
e1�, aez.oa
Elw. 280.45'
Z
DRAWINGS PRIOR
f. 2
r 7s�'leiev. zal.2s
�
TO FABRICATION ���� ���� (2) 9" DIA ORIFICE TO
5. SEED/STABILIZE FOREBAY
• Concrete Outlet Chanrisl
0° '
BF INSTALLED ON
AND ADJACENT AREAS
OPPOSITE SIDES
SURROUNDING LEVEL
OF RISER
SPREADER.
a
54" CMP RISER 278.OD
FILTER STRIP PLANTING AND
Level Spreader Cross Section
OUTLET PIPE INSTALLATION WILL
BE BY NCSU,
�� ��
3,500 PSI
4 5'
s
Q
co
Z
TrLl
'S
<Lo
I T
Elr--
I. I �,1 .Tp F � E•' -�WI i- } i t� j � { 4 3-�1y � .G � 1�� 1r'�� �
�--
MA
TOPSOIL COVER " v k °' PONDING ELEVATION,
AT 100 FEET MAX.
CONE. OUTLET STRUCTURE w HORIZ. SPACING);
PAINT EXPOSED
4" PERFORATED PVC STD, 2'X3' DROP INLET)
" S
PIPE (ASTM 2729 ; SEE STORM DRAINAGE SCHEDULE FOR RIM &INVERT ELEVATIONS
ED
INSTALL WITH PORTION OF RISER
PERFORATIONS AT 4 & AP LA w � •6��•' •� ,-.�•��. FLAT C MEDIUM
AND 8-O'CLOCK BROWN TO BLEND
POSITIONS OUTLET PIPE w dpp � WITH LANDSCAPE
(CONNECT TO STORM q CJV
#57 WASHED STONE FILL DRAINAGE SYSTEM) !y y �QQ
SUBGRADE
QY d• v w y W p d,
276,50
Farebay 01 2" PVC
Concrete Level Spreader
Top Irlev 252'
PIev.283'
(P9" PVC, to dry pond
CONCRETE
4" 30" 4"
36" TYP.
��,o� 3/CV8.2
���
5
s Floc,• 51 12%
274- OD
R Elev. 281' ie , 278.4
BOTTOM POND%�
V. 260.2,5' . 277.0'
I
6" DIAMETER PERFORATED UNDERDRAIN PIPE -
PVC (PER AASHTO M252) OR HOPE WITH
a Concrete Outlet Channel
`a
12"
NOTES:
SMOOTH INNER WALL. SEE PLAN FOR LAYOUT.
COVER ORIFICES WITH
1. INDIVIDUAL DRAIN LINES SHALL BE INSTALLED AT 9' ON CENTER, TYPICAL.
HARDWARE CLOTH AND
J
CONCRETE OUTLET CHANNEL
PRETREATMENT AND ENERGY DISSIPATION
SURROUND BOTH ORIFICES
30" OUTLET P91E WITH N0. 5 FILTER STONE
NoTthCamimnSu6ounivmityF
5.Aq..W-dAq-t-1 yl�eely
'" 23,2°'°
if ter.,
%velSpreader Design
NOrthCa5tD19trCtFark
Page Number
2. DRAIN LINES SHALL BE INSTALLED "ON -CONTOUR" WITH A MAXIMUM
LONGITUDINAL SLOPE OF 1/4" PER 10' (0.002%).
(IYF'. !-UK ALL UUNULNIKAILU f LOW LUCAIIUNS)
SEE DETAIL 6/CV8.0
INV OUT: 272.25 TO PREVENT CLOGGING
"csua�7=5 �N+,".C,27i95�
�
Chatham County. NC
'4 o14
3 ijmF)FRF)RAIN PIPE SIf(]lflh iIAVF TWCI RhW� CIF f/�" PFRF(lF7ATfflN� CPA(Frl
CU CHr_iL ANCHOR (2) (5 UTA URIHCE
DIMENSIONS: 8'X8'X1' AT ELEV: 274.00 AT 5" CENTERS.
POND OUTLET STRUCTURE N.T.S. 22 LEVEL SPREADER SECTION VIEW BY NCSU N.T.S. 14 TYPICAL SEPTIC FIELD DRAIN LINE N.T.S. 10 BIORETENTION - TYPICAL PLAN VIEW N.T.S. 2
f 12 ARM ASSEMBLY °
STAINLESS STEEL DRIFT VERTICAL SUPPORT ® 5'-0" °
PIN 1/2" DIA, X 9" LONG
AT 2 PER CAP SECTION 1-1/2" DIA. GALVANIZED STEEL
PROVIDE APPROPRIATELY SIZED a CAST STRAILING SET INTO CAST -IN -PLACE "C" ENCLOSURE
C7htF �npSLEEVE WITHIN CHEEK W
�� A1l. TO
RECEIVE RAILING. SLEEVE. APPLY NON -SHRINK
18" GROUT. PRIME AND PAINT
SLOPE TO DRAIN HANORAII
n --ccc 3/4" 6" WIDE CONCRETE WATER ENTRY UNIT
COMPACTED 2 CHAMPHER, CHEEK WALL POURED ARSPECTIVE
VIEW
BACKFILL '� EACH EDGE OF #3 REBAR IN MONOLITHICALLY
- CHEEK WALL EACH NOSE WITH STEPS
k�` 2" CLEAR PVC VENT
SCHEDULE 40
MASONRY SEAT WALLT 12" PVC ELBOW
#4 DOWEL ® 48n- i ! . 3/4,r 'L PVC END CAP PVC PIPE
PfPE
O.C. CENTERED ��` I z / f �, �' ;
o IN CMU !� 1 3„
f �Tn2: ". b
BRICK FACING WITH 1/2" EXPANSION JOINT a d ° 1/2" RADIUS WATER SURFACE O
G
8x8x16 CMu- TIES 016" O.C. (TOP AND BOTTOM) WHERE
w/colvT. HOR€z. - I, / ABUTTING CONCRETE WALKWAY _ B3600 ROOM FIINlSOHED 00
CONCRETE
j e °. PVC END CAP °
REINF. AT 8" Q.C. f s 'i. l - a c as -0 0:
_ f
� SCHEDULE 40
BACKFILL WALL-� \' lf �/ 3ii " 1 - `. " I PVC PIPE
WITH GRAVEL FOR
PVC PIPE
" 1/2" HOLES IN c� ORIFICE
DRAINAGE� I 11, �, �, 8„ il 2. SLR. 1/4" SLOPE PVC TEE UNDERSIDE
1 P s r ' f`' .Y�4-..,,.� ✓ ) r � " � e• ad • PLATE
PVC TEE
M
DRAIN PIPE TO F � ,:• �,-r � f�Y� � #4 REBAR U 18" 0/C si ,
DAYLIGHT AT i" ° EACH WAY I •
GRADE `% % a a FLEXIBLE
! „�.: -lij 7� • �. I ll HOSE -
#4 REBAR CONT: REINF NOTES: COMPACTED J` z
® 24" O.C. SUBGRADE
4 _
1. WIDTH OF STAIRS TO BE 5'-9" FROM - "
FACE OF CHEEK WALL TO FACE OF
CHEEK WALL UNLESS OTHERWISE {!= a" END VIEW FRONT VIEW
WATERPROOFINGXt' ,`,I�q; ` , ,, INDICATED ON PLAN.
2_ SEE GRADING PLAN FOR NUMBER OF RISERS, 1/2" EXPANSION JOINT
2
95% COMPACTED -�P/T0 18'< EiTv ( } WHERE 1, TOP AND BOTTOM
SUBGRADE
�'` 3. EXPANSION JONTS SHALL BE PRE -MOLDED ABUTTING CONCRETE WALKWAY
•• ! • � �� -
BITUMINOUS IMPREGNATED FIBER BOARD.
SEAT WALL N.T.S.7 CONCRETE STAIR WITH HANDRAIL N.T.S. 9 SKIMMER N.T.S. 1
ColeJenest
& Stone
Susan
Hatchell
Landscape Architecture, PLLC
Land Planning
Landscape Architecture
Civil Engineering
Urban Design
150 Fayetteville Street
Suite 950
Raleigh, North Carolina 27601
Te1919. 719, 1800
Fax [phone]
www.colejeneststone.com
ARP ENGINEERINC
CONSULTING ENGINEERS
ENGINEERS
CHATHAM COUNTY
12 East Street
Pittsboro
North Carolina 27312
NORTHEAST
DISTRICT PARK
Big Woods Rd
Pitts boro
North Carolina 27312
SITE DETAILI.
05/07/10
Revised
����4��-S.�•�0 `• Spa
e SEAL
O t, Zn 0-103 =Q
Pph CAS'.
%i
� CARD
ESS /per !FAL
2�'�^
163
ODD
**"111 lllrs+� 05/07/10
CV8w2
The drawings, the project manual and the design shown
theron are instruments of ColeJenest & Stone, P.A.. The
reproduction or unauthorized use of the documents without
consent of ColeJenest & Stone, PA. is prohibited.
ColeJenest & Stone, PA. 2010 0

NOTES
-1.) i 18"Xi8"x6" TFIICK
RIGHT-OF-WAY CONCRETE PAD - 1/2"
INSTAL! MARKER f'05T5 ON EDGE OF TfiF _ -
118"x 18"x6' THICK DOT R/W LINE. WIDTH SHOWN IN SCHEDULE ~� 7 --�
CONCRETE PAD CAST 2.) PROVIDE MARKER POSTS A7 ALL LINEVAI VFS. �[ WI CAST INN PLACE
11v PI ACE 2" 3ABBRE'VIATIUNS. STAMPED ON POST LAS OlIFOFFCVv Vr I <f ¢ l:1IIF.
MV = MAIN VALVE SO P z 7 ASPHALT - WIDTH SHOWN IN SCHEDULE < _
- f- - - - �iH IIIIIII iIIII.I
CA- llll �! i II II:II
II III Ii I I RATE N/D[R-01IL'NAL Lilli 1 = _
141
IIIIII- .. APRON - I, 5' MIN. IIIf ? ! GOINTEC TO
_I �II.
VALVE TO NEAREST - I!!ll I' I' =1"?II -I,IIE Il i II
fl!Ii11' III,II'I - �4.�` I3'-" _.
_ /2 MIND MIN,SPIDER (TYPfC4L
BOTH SIDES) 1 CAST IRON
IIIIII cnsT IRON CARRIER PIPE I -� VALVE Bax
\ BRASS MARKER 2" BRASS MAIRK-R
VALVE BOX PLATE
I l PLATE W,/ANCHOR ILII I SOLID URICK
- /
_III 'PLACED ON
2" SCUhkE
- OPERATOR NI,T M IIII'.fI � I it .� ' SOIL UNDER
VALVF -. PL.ACFD. V I I ]GROUTED ON BOTH TAFP;NO s
I BOX
III II / III''ll ; ON COMPACTILU SOjL Lo _... / - L JOINT L.., - -
II SCi_€Q BRICK ! ! f 3 4 lAMF ER STEEL CASING MECHANICAL .... {{TAPPING
! I AT EAC CORNER 10 BE `"EVE _..,I VALVE
lil'll, UNDERvAlVF Sox NI I I EXISTING ENDS WI'H 2 DRAIN, 0 O - l ��
MECHA,NiCAL JOINT I ! i INSTALLED BY i j
i''•III� I ��. I CATF VALVE! ! GROUND f FABRICATED CASING IR,o 0
BORING (SEE
III 1 CASING LENGTH - SEE SCHEDULE 'SEALS MUST BE I,
-- SCHEDULE) iy _-- PRE -APPROVED. 1iQ_ _ Rldtl_=RuII
U1=1NII'€ `lII1-�IU f�S111.; Ik,l _dlll'I19
I I b�� P Al n i, •!lTl
y �Illfl If11
�' II�n IRIII
I RFINFORCFMENr BONS TO SPIDER, BY SPIDER MFG. NOTE:
l 2-NO. 3 I- OR APPROVED EQUAL
6 CUBIC FEET
_.
1 I I C011 TE MlrvMir
- i BARS PIP- CONTRACTOR SHALL COMPLY WITH ALL 111. I
NCTE: A:1 GA] VALVES -'� REQUIREMENTS OF THE "POLICIES AND -
u LLI Ilr- SHALL UL f'LAGCr} ON' A :< - HEAVY DUTY STEEL SKIDS (4) PROCEDURES FOR ACCOMMODATING
1 2 CUBIC FEET
6 1 B4'caNcRETF UTILITIES ON HIGHWAY RIGHTS -OF -WAY"
ULOCLOCK. CONCRETE MINIMUM CARRIER PIPE SPIDER SIZE AS PREPARED BY N.C.D.O.T. TAPPING SLEEVE
GATE VALVE ASSEMBLY 'TEE cas� BY AND azE of AND VALVE ASSEMBLY
N.T,. VALVE MARKER POST DETAIL
NJ S. ,ll I CARRIER PEPE. N.T.S.
CHATHAM COUNTY
CHATHAM COUNTY CHATHAM COUNTY o TYPICAL BORING AND SPIDER DETAIL WATER SYSTEM DETAIL � CHATHAM COUNTY
NONE
WATER SYSTEM DE A#L WATER SYSTEM DETAIL N.T.S. r4j WATER SYSTEM DETAIL
C-2 D C 5
LGATIEVIALCVE ASSEMBLY N.T.S. 20 VALVE MARKER POST N.T.S. 16 TYPICAL BORING AND SPIDER DETAIL N.T.S. 8 TAPPING SLEEVE AND VALVE ASSEMBLY N.T.S. 4
- <tRgSMt5E9 FMiN
DOUBLE CHECK VALVE ASSEMBLY
REDUCED PRESSURE
SHUT-OFF VALVE #1 SHUT-OFF VALVE #2 1/4 TURN FULL PORT PRINCIPLE ASSEMBLY 1/4 TURN FULL PORT LET
RESILIENT SE EE D OPERA ORVE
RESILIENT SEATED GATE VALVE Z
WITH HANDWHEEL OPERATOR. BRONZE BALL SHUT-OFF BRONZE BALL SHUT-OFF
VALVE #1 CHECK VALVE #2 VALVE #2
- f
III I- CHECK VALVE #1 r-
,o DITCH SECTION Z
LL:
QLAN ELEvAT}aN CHECK VALVE #1 18" DEPTH NEW V-6" CURB
Ha,E n sTE°cxssn acc..Ss Truo io ,n .I.�oHcnE•e CHECK VALVE 2 - STRAINER 4' SHOULER AND GUTTER
av r cwe 5MS (H %all TEST COCK #1 # OPTIONAL
- PIPE slzE (riaM. ou IN INCHES) - - - 6 COMPACTED ABCFi
PAVVEMENT
BAD I 95 ~- ' i' ._� RESTRAINED JOINT c „
e I REMOVEABLE FLOW- �1• 6"
&V �° INSULATED ENCLOSURE _. 3 3 4"/1'
' -�- •-- " I � I 4] 5= 6f � � 8.� .... WITH DRAIN PORTS
1 rz .,.,. .:..
_12" ,' M, 1
.. 4.4 .I
SOWIRETE THRilu M=K DETAIL FOR WATER MIN .BED
REMOVABLE �� �� / TEST COCK #1� I I I I LOWEST PAVEMENT WIDTH T 11' PAVEMENT WIDTH 10' k1
INSULATED ENCLOSURE ® O if I I '_ POINT
FLOW ' _ X I OR RELIEF TYPE K OR L COPPER TUBING
UN°S R&_° EM"i Q
DUCTILE IRON PIPE OR I ,I I I VALVE OR 1" MIN. GALVANIZED STEEL PAVEMENT WIDTH 21'
NIII .: TYPE K OR L COPPER l OUTLET PIPE FOR MIN. OF 5' ON
'III- 12" MIN. TUBING FOR MIN. OF 5' _. I cN o I EACH END OF ASSEMBLY. ��
SLOPE GROUND 30" MAX. ON EACH END OF ASSEMBLY. SLOPE AWAY
PROVIDE 6' AGGREGATE
AWAY FROM
I-�FROM COVER, BASE UNDO CURB
COVER TOTAL WIDTH 35.5'
LOWEST POINT BiTUMINQUS CONCRETE
PLAN ELEVAriGN SUPPORT AND PAD SURFACE COURSE, S9.5A
°.- Rla S-2- ocrc mwEv u :n'Lu u.. of Ts AS REQUIRED
DIN, PIPE SIZE (INCHES) "
� e
SUPPORT, PAD AND
° s ° AGGREGATE BASE COURSE
I - CONCRETE FOOTINGS A5 ` REQUIRED--. -
CONCRETE THRUST flFI" LOCK DETAIL FOR TS � � � +� y COMPACTED SUBGRADE
v.rs. RESTRAINED JOINT _ -
i CHATHAM COUNTY aWATER SYSTEM DETAIL
r,
THRUST BLOCK N.T.S. 23 DOUBLE CHECK VALVE ASSEMBLY N.T.S. 15 REDUCED PRESSURE PRINCIPLE ASSEMBLY N.T.S. 7 ENTRANCE -- TYPICAL SECTION W/ C+G N.T.S. 3
3'-0' MIN.
- --- - - -_ CONTINUOUS
PASSAGE }( FLUSH CURB BACK OF WALK - --- CONC. SIDEWALK
PER DETAIL 1/CV81
I STEAMER NOZZLE E FIRHYDRANT NO.TZR.
To FACE STREET 1. FIRE HYDRANTS SHALL RE INSTALLED
AT THE
5.
HK. I
EDGE OF THE N.C. 0-O.T. RIGHTS
n - OF - WAY. THE DISTANCE FROM THE
mTER MAIN TO THE FIRE HYDRANT
EXP.�JOINT
MIN.: CA;7 IN "Ll10E 1
-
VVV I VARIES. THE CONTRACT0RS BID PRICE
- GATE VALVE
�^ I
�.
j FOR -RAW L
AND VALVE BOX NOLUDEE THEOCO T FORASSEMBLIES
17BE EVARYING
Tr'. =
FIR{: HRANT LEG LENGTH.
YD2 COSTS TO INS -ALL THE FIRE HYDRANT
TO GRADE SHALL BE PAID BY THE
N-
EXP.
JOINT 1n� TRUNCATED DOMES
BACK OF CURB PER DETAIL 5/CV8.1
T UJ
PV
IFLUSH CURB
Lij
FAGS OF CURB ^ FACE OF CURB
- € I - 3. RESTRAINT MAY INCLUDE MEGA -LUGS,
I; - ' UKkP RINSS OR .s 4 THREADED ROD 2 PLAN - PARALLEL RAMP NOTE: LO
T L I j Roos AT 18U FROM EACH CTI;ER). I TRUNCAED DOMES TO BE Z PROPOSED
casT NON !_ I i 1 /� C. N0. � � MECHANICAL JClNT 5' TRANSITION FROM 12: 1 SLOPE 12:1 SLOPE INSTALLED PER DETAIL DITCH SECTION � PAVEMENT
4' WALK TO 5' WALK. 5/Cv8.1 2' 2' 18" DEPTH RIGHT SHOULDER
" END W/ME A LUG I ::. MATCH WIDTH OF WIDTH VARIES 4'-$'
VALVE Box I .; 57 WASHED SOLID BRICK PLACED ALL WALKS MUST BE
CASI :RON - c S--ONE AROUND j - A MIN. 5' WIDTH AT WALK PER PLAN
VALVE 8cx ; -I ON COMPACTED SOIL
z 5RASS NI P:.E 3'-0' MIN. COVER: RAMP. REFER TO PLAN
WEEP HOLE _ I UNDER VALVE BOX ELEVATION PLAN -� 4' LEFT SHOULDER
I, A., I, v r VI Jhl'I �_
�N n A-clFr, s(m I ouhu u j I I ; 6" DU�'IL E �'611 I._ WATER MAIN- 1"/1 6" COMPACTED ABC PROPOSED EOP
GNU R VA!v[ BOX J (AS NEEOLD, 'IRON PIPE �. 4:1SLOPE 4:1SLOPE 3
II ITS �-
J .I
2" Gn(L VAIVT sir TIE'J��� ?:`il sI SIDEWALK 3'-0" MIN. BACK OF WALK �1 lr 1 1 3 3
EXP- JOINT CONTINUOUS DEPRESS CURB AT WALK
R, JNc UU:kY 'ar/ II I T i PASSAGE FLUSH ELEVATION
�1 1r
J OPERATING NWT. �IIIIII II!IiI�'' III ' I I I I-ll
' Y "
II I! I I{'III E I a 7X CURB BACK OF CURB
DE
N I I+ n II III ;II. FACE OF CURB PERPENDICULAR RAMP
! � f � I =.:�11 ;I ' I� '�; -1I, 11`I- 6" M.,;. .` � NOTE: .; e
ALL GATE VALVES SHALL s' m B� m`�
-- �''°
X LANCED / x € �;U C C WITH CONTINUOUS WALK PERPENDICULAR 7fl CURB PAVEMENT WIDTH 22'
n F� f BE PACED ON A SOLID 4' �uu �I�i _.
1I 11.; L 1 90° BEND I CONCRETE BLOCK
III - A --A
DITCH SECTION
R.J.
LL`1J, LENGTH TO BE DETERM{NEID X EXP. JOINT GENERAL NOTES 18" DEPTH
__.._.._
2" 90' L11R;;SS PI`Np -�I S'~O" -�� 6'~4 NOTE: 1. AT PUBLIC STREET INTERSECTIONS, RAMP PLACEMENT AND CONSTRUCTION
!N THE FIELD �rM�NS'O 4 \1EMF-TRUNCATED DOMES TO BE NT SHALL CONFORM TO NCDOT STANDARDS. DUAL RAMPS SHALL BE REQUIRED TOTAL WIDTH 48' MIN./52' MAX -
NOTE: Al GAT[ MECHANICAL JOINT END W/MEGA LUG
TAFPED Z.. VI'I i T iRJ�T EI O(;Y.9idG NS AT EDGE OF PA INSTALLED PER DETAIL AT LOCATIONS SHOWN ON PLAN.
I_
SHA.L- BE PLACLL) JN A PLAN -DIAGONAL RAMP 5/CV8,1 2. ALL CONCRETE TO BE 3500 P.S.I. COMPRESSIVE STRENGTH. BITUMINOUS CONCRETE
S A..11) 4" CONCRETE MECHANICAL SURFACE COURSE, S9.5A
RI OC'K JOINT Tr E 'N/MEGA LUG: ADJACENT WALK 0 9/4" PER FOOT .3. GUTTER FLOW LINE SHALL BE MAINTAINED THROUGH THE RAMP AREA,
TYPICAL 2" BLOWOFF ASSEMBLY 3-3/4" BACK OF CURB 4• THE SURFACE OF THE RAMP SHALL BE FLUSH WITH THE GUTTER FLOW LINE. N
FACE OF CURB
AGGREGATE BASE COURSE
AT END OF WATER MAIN 3 3/4" 1 4" PER FOOT 12 V - cf /; n
S" ` ;.1 O-`S t COMPACTED SUBGRADE
©gill FIRE HYDRANT AND VALVE DETAIL CHATHAM COUNTY
CHATHAM COUNTY
WATER SYSTEM DETAIL � N.T•S. DETAIL
N�L
WAFER SYSTEM D T 1 ;
!J � 3'-0' 2'-0" SLOPE "A" 12:1 .`• <
SECTION X-X SLOPE "B" 1/4"/FT
PARALLEL RAMP SLOPE "C" 1/2"/FT
WITH CONTINUOUS WALK PARALLEL TO CURB
2� BLOWOFF ASSEMBLY N.T.S. 22 FIRE HYDRANT N.T.S. 14 ACCESSIBLE RAMP N.T.S. ENTRANCE - TYPICAL SECTION W/ DITCH N.T.S. 2
EQUAL SPACING-- 2.35"
BOTH DIRECTIONS SLOPE TRENCH SIDES PER LOSHARENCH REQUIREIMENTS
7\_ - FIR OSHA REQUIREMENTS � JOINT SEALER
C LLANOU I C,C)VLR A9 ;; LMLJLI, 4" iHK., JOOO F'SI _1 `/ J - 1 /8' r/8" RADIUS
CAST IRON FRAME WITH BgI.TED C01�1C. PAT] TO SE FORMFF? 1/1 IM M 4}�I frrf jI ly�l M �� 1/8" TO 1/4"
FL THREADED, A C SOLID LID SET AROUND CLEANOUT FRAME, ffjf 1jl ` y4 41 1 Jiff If Il I It �
FLUSH IN A CONCRETE BORDER, 4" SELECT N °
12" 12" FILL
FENCE �
_ cF d s
SELECT `° JOINT
I , !' ❑ :❑ - FILL
INITIAL O r r ''r " ." FILLER
;o o- BACKFILL
1 1 /4 <.
RIFZ OUTLET ? 1.-=�I-- I1! ;III- a D a D
CONCRETE WALK Y I I I-1 11 I I I s- o. MIN 4" HAUNCHING
ELECTRICAL OUTLE I -_!I II-3 i BEDDING O O O O GROOVE JOINT EXPANSION JOINT
ADA MULCH FLUSH WITH alr } I I4 I k REQUIRED IF -
TOP OF SIDEWALK, AFTER 4" AGGREGATE BASE COURSE=; ` Fly CLEANOUT RISER WITH y I I it 4114 = I Ill l Il I TRENCHING I I i 1111 = I III = !III /f 1/2" EXPANSION JOINT (SEAL TO MAKE WATERTIGHT)
COMPACTION 'kti,'ry; THREADED PLUG I 4II IN ROCK I4 yI
I II4 =III 4 = I M = I III = PROPOSED CURB AND GUTTER
CONCRETE SLAB (TYP.) INSULATED D+4' MAX MIN. 1/4" PER FT.
I, FIBERGLASS OR O@ @O OO
ALUMINUM
ENCLOSURE WALL I -ifl RIGID PIPE FLEXIBLE PIPE r•=.., .�a,'t' s"g+ II �� ° °°�� a �� � �a °° �0° � 'I ENCLOSURE; ....._
PLAN! INCLUDES REINFORCED CONCRETE INCLUDES CORRUGATED METEL, HDPE,
SIZE AS
AND DUCTILE IRON PIPE AND PVC PIPE 4'-0" MIN. (VARIES WITH WIDTH OF RAMP) 4" COMPACTED AGGREGATE
III I I I=1 I I --I 11=III=1 I I--1 11=1 I i=1 11=TO
1 p-I I -I -III=1 I -III -II I II -I I CIOIMPACTED ANCHOR f - rRBACKDFLOW GENERAL NOTES PROPOSED 4" CONCRETE
0 ° o a° 0 . I -III � I -I I -III -III I I h-I 1=li l r L BEDDING SHALL BE CLASS I -A WORKED BY 6. SELECT BACKFILL NOT UNDER PAVED AREAS TRUNCATED DOME PLAN VIEW
0_oc�_T -0. °��' �°° °o° =11= =1I =11-A I I1=111-' sueGRADE 4, qY�� `e.0" PREVENTION
C SLAB DEVICE HAND. IF GROUNDWATER IS ANTICIPATED, CAN BE CLASS IV -A COMPACTED 70 95% 0' GENERAL NOTES
t III 1=1 1 I El I E- { I-II{-1 11- G THEN BEDDING SHALL BE CLASS 1-8 STANDARD PROCTOR,
111-III I I=1I1-1 I I-f 1 I -1 I I I i I!=III-1 I I=III ✓ ,e , u WYE FITTING
COMPACTED TO 95% STANDARD PROCTOR. 7. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE�� �-1 ��- �� 1. A GROOVE )oiNT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED
11I-111 III- �'' LATERAL DRAIN LINE WITH ASTM 0 2321-LATEST EDITION. IN THE CONCRETE SIDEWALK AT 5 INTERVALS OR AS INDICATED
SIZE AND SLOPE PER PLAN 2' HAUNCHING SHALL BE WORKED AROUND THE PIPE U� ON PLANS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 45'
BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS 8. ALL MATERIALS SHALL LIFTS
INSTALLED IN INTERVALS NOT TO EXCEED 50' AND MATCHING EXPANSION/CONSTRUCTION
SEE LANDSCAPE DRAWINGS FOR I A OR CLASS I-B OR CLASS li COMPACTED TO MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE JOINT IN ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE
MULCH INSTALLATION DETAIL NOTES: 95% PROCTOR. WITH ASTM D 698. CLASS III AND IV -A TRUNCATED DOME SECTION REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
1. PROVIDE 120V. GROUND FAULT PROTECTED, CIRCUIT TO BFP FOR UNIT HEATERS (REFER TO MATERIALS SHALL BE COMPACTED NEAR
I FLOW 3. INITIAL BACKFILL SHALL BE CLASS OPTIMUM MOISTURE CONTENT. NOTES:
ELECTRICAL PLAN}- MOUNT OUTLET fi" ABOVE DISCHARGE POINT OF RPZ UNITS. WORKED $Y HAND, OR CLASS 1-8 ORR CLASS II 2. CDNCRETE COMPRESSIVE STRENGTH SHALL BE 3500 PSI, IN 28 DAYS.
2. LEVEL SURFACE AROUND BFP 6" IN EACH DIRECTION BEYOND ENCLOSURE OUTSIDE DIMENSIONS. a.' „ COMPACTED TO 95% STANDARD PROCTOR. 9. FILL SALVAGED FROM EXCAVATION SHALL BE 1. DETECTABLE WARNINGS SHALL BE OF THE PRE -CAST PAVER TYPE. 3. INSTALL 4" COMPOACTED AGGREGATE BASE UNDER ALL CONCRETE PAVING.
4. IN#TIAL BACKFILL NOT UNDER PAVED AREAS FREE OF DEBRIS, ORGANICS AND ROCKS 2_ WIDTH OF DETECTABLE WARNING AREA SHALL EQUAL TO THE WIDTH OF THE RAMP.
3 POUR NSDEFULL DIMENSIIONSETE PAD 4" THIGH AROUND BFP, MIN. 6" IN EACH DIRECTION BEYOND ENCLOSURE CAN BE CLASS III COMPACTED TO 90% LARGER THAN 3". 3. LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEET REGARDLESS OF SECTION 4. BROOM FINISH CONCRETE.
STANDARD PROCTOR. 10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, WIDTH. S. SEE PLAN FOR SIDEWALK WIDTH.
4. INSTALL ENCLOSURE PER MANUFACTURE'S SPECIFICATIONS. CONCRETE OR CONCRETE BLOCK SHORED, SHEETED, BRACED, OR OTHERWISE
5. SELECT BACKFILL SHALL BE CLASS 1, II, OR SUPPORTED IN COMPLIANCE WITH OSHA 4_ DETECABLE WARNING AREA CAN BE SQUARE WHERE USED IN A CURB RADIUS.
5, ENCLOSURE SHALL INCLUDE DRAIN PORTS FOR DISCHARGE WATER. III COMPACTED TO 95% STANDARD PROCTOR REGULATIONS AND LOCAL ORDINANCES. 5- DETECTABLE WARNING DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE
FOR FIRE LINE INSTALLATIONS, PROVIDE TAMPER SMTCHES CONNECTED TO ALARM CONTROL PANEL WITH TOP 24" COMPACTED TO 100% PREDOMINANT DIRECTION OF TRAVEL TO PERMIT WHEELS TO ROLL BETWEEN DOMES-
6. (SEE ELECTRICAL PLAN). STANDARD PROCTOR. 6. PAVERS SHALL BE 2" THICK, CAST FROM 5000 PSI CONCRETE AND MORTAR -SET ON
A MINIMUM 4-INCH THICK CONCRETE BASE.
SIDEWALK AT PLAYGROUND 21 TYPICAL BFP ENCLOSURE INSTALLATION N.T.S. 17 TYPICAL CLEANOUT N.T.S. TRENCH DETAIL FOR STORM DRAIN AND UTILITY PIPES N.T.S. 9 DETECTABLE WARNING N.T.S. 5 CONCRETE SIDEWALK N.T.S.
m{I1r C
ml
X
6'-0" 4'-0"
6'-
ColeJenest
& Stone
Susan
Hatchell
Landscape Architecture, PLLC
Land Planning
Landscape Architecture
Civil Engineering
Urban Design
150 Fayetteville Street
Suite 950
Raleigh, North Carolina 27601
Tel 919. 719, 1800
Fax 919, 719, 1819
www.colejeneststone.com
ARP ENGINEERING
CONSULTING ENGINEERS
ENGINEERS
CHATHAM COUNTY
12 East Street
Pittsboro
North Carolina 27312
NORTHEAST
DISTRICT PARK
Big Woods Rd
Pittsboro
North Carolina 27312
SITE DETAILS
Revised
I.t
utt rr: I €
L :I ! SGc/Sroa�oJ G131�iv
Gad • i y�/7/uv v
��� SEALR
C-1361
C-103
v
IIIIIlff''I'''
CA
'"I/ll11I1I1 t*%% 5/07/10
CV801
The drawings, the project manual and the design shown
theron are instruments of ColeJenest & Stone, PA.. The
reproduction or unauthorized use of the documents without
consent of ColeJenest & Stone, P.A. is prohibited.
ColeJenest & Stone, PA. 2010
o"J
5. L.
y
1

7
Land Planning
. Landscape Architecture
Civil Engineering
BAFFLE, TYP. 4i Urban Design
4' MAX_ 1 6'-0" 150 Fayetteville Street
i_ BETWEEN POSTS �,o� Suite 950
FABRIC CUT AND FOLDED 1 1/2" 5'-9" 1 1/2" ColeJenest Raleigh, North Carolina 27601
�ENCETPOSTORIZONTAL A Tel [phone]
15, M &Stone Fax [phone]$19
7�! TOP OF BAFFLE SHOULD
o -- 1.-- ^' -� www.colejeneststone.com
°F BE 6" HIGHER THAN THE
�/
NC EXTRA POST IN BOTTOM OF THE SPILLWAY ' .`.
MIDDLE OF OPENING ' RIP RAP -'
S.
HORIZONTAL METAL POST „� :: S7 STONE A'
k Susan ARP ENGINEERINC
WfRED SECURELY TO ;
VERTICAL POSTS"^"
'", ;.,;: '' SILT FENCE 4'-0"
0� Hatched COI.ISULEINGENGINEERS
SILT FENCE 6" 1'-0"
1 1 /2" 3" 1 1 /2" 3/4" DIP, x 2'-6" ;l 'I.
1.0' 2.0 REINFORCkNG BAR
Landscape Architecture, ALLC
. a Q 1 l'" GRADE
']
. 1�_, 1�_, .1: .. '.. "' . , . , : . " -..,.!:,',. . . .... 1. ­'�'.. �, "I �, 1 1 P0 � z
�_< - "''.., �_..::,�_.:,-_­­­�' �, �, 1A,
_,
7___ : �,\\ �'�,-�,
"� , . . . . - .-
�1.
I IL
� - I i., .. .. " 1% 7.
HOG WIRE ATTACHED BTRENH QNDBTRENCHN I I I I I I I I I III I I� 1 You~„ f/ �`�\~
y �.�:� T f�f,
° ��y
TO POSTS WITH FILLED WITH SOIL AND \'" ✓
LENGTHS OF WIRE COMPACTED .0. T��
11
SEDIMENT" TRAP - - - �- \� u
Harris &Associates, in,.. 13 IE
ENGINEERS
BAFFLE INSTALLATION - STEP 1 BAFF E INSTALLATION -- STEP 2 SECTION A -A'
NOTES
1. DRIVE STEEL FENCE POST AT LEAST 18" INTO SOLID GROUND.
PERSPECTIVE VIEW
2- WOOD POST ARE NOT ACCEPTABLE. CHATHAM COUNTY
3. USE STAPLES 1' APART TO ATTACH FABRIC TO "HOG WIRE".
4. BAFFLE SPACED AS PER PLAN.
BAFFLE INSTALLATION 12 RIP RAP AND GRAVEL FILTER STRIP N.T.S. CONCRETE WHEEL STOP . N.T.S. 12 East Street
1- AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY BASIN SIZING Pittsboro
VEGETATION AND ROOT MAT. THE POOL AREA SHALL BE CLEARED. BASIN TOP OF B07TOM OF- X SP€LLWAY SPILLWAY DEPTH OF BERM BERM SEDIMENT SIDE BOTTOM SEDIMENT SPILLWAY DESIGN TOP OF
2- THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY RIPRAP &WASHED SEDIMENT PIT North Carolina 27312
EARTH BERM BASIN LENGTH, L CREST, H SEDIMENT WIDTH, W HEIGHT STORAGE SLOPES ELEVATION STORAGE CREST HIGH WATER BERM LENGTH AS NECESSARY STONE FILTER BERM
VEGETATION AS WELL AS OVERSIZED STONES, ROCKS, ORGANIC MATERIAL OR OTHER LENGTH WIDTH LENGTH WIDTH (7' MIN.) (1O' MIN.) STORAGE, Z REQUIRED ELEVATION ELEVATION ELEVATION ELEVATION TO GO THROUGH DIKE
OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING (FT.) (FT.) (FT.) (FT.) (FT.) (FT-) (FT.) (FT.) (FT.) (FT.) (CF)
WITH EQUIPMENT WHILE BEING CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED #1 138 46 120 37 7' 17 3 1.5 8 4.5 13,680 3:1 275 276.5 278 278.5 279.5 1'MN- PIPE
THROUGH FILL SECTIONS. ALL SPILLWAYS SHOULD BE LINED AND/OR RIPRAPPED.
3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN #3 89 35 80 26 7' 10 2 1 10 4 7,124 3:1 285 286 287 288 289
THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. #4 50 40 44 34 7' 10 2 1 8 3.5 2,880 3:1 277 278 279 279.5 280.5 1 H=D+12" PEtDIMENT
REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER FLOW W (6' MIN.) - , ,,��. . , . - A : NORTHEAST
THAT 1T W1LL NOT ERODE.--� 1 FREEBOARD (MIN.)
-? --� FLEXIBLE PIPE � r'
4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY. � TOP OF BERM 2' MIN- - ' �' � ' � /' �.
5_ CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION STAKE j 1 \/� f'\f/,\/`�/�,,-_ R�-�,,• _ .._vti !
AND WATER POLLUTION IS MINIMIZED. DESIGN H€GH WATER f,� ��f/ V%--.___,, l .
T (1.5' MIN.) \�..I:' �' 1, DISTRICT PARK
=r -
1, f ,
7. SEDIMENT BASIN EMBANKMENTS TO BE PROVIDED WITH EROSION CONTROL AND STABILIZATION. 1 ` e � ' V//' A!J ' r , ., ' ? _
y �: �.✓`. { BITUMINOUS CONCRETE
1' MAX. �' �, r � �, 4' (MIN.)* !��'ti�'� ^'./ �l�i', ,
8_ STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY, AND ` ` "`�"' '
CLEAN OUT STAKE 8' MAX. `, ` �r1,,,,? ' �.. "'.''� SURFACE COURSE -TYPE S 9.5A ,
MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE M3NIMUM STORAGE VOLUME - � , -,,':a -��` "° ,';;�>` !� � �)
%��� � ' � 1� ' ` �" 2 ,� �r�v�� � �pIAMETER (D) � `lii` _ i_) C' �
REQUIREMENT IS MET. THE BASIN SHOULD ALSO BE ORIENTED IN SUCH THAT THE FILTER u f�'I _ 1 _ 12" 5 WASHED=�"1�.. s' ��` �=��� ?y, � ���� �/� ��; + ��1�,' `�--) v <' � �' �� _
AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS OF THE LONGER H 2 x Z # ,� z�\�u ua y W �s >M 1 1,.; r ;~� :
_4 STONE •
BASIN DIMENSIONS. ,r:'-'"// RIPRAP APRON �; rl f+'' `'..1 _,> AGGRI GATE BASE COURSE Big Woods Rd
. .� vE.
1.
r,., w> ,:1 �.,?+r , iv , COMPACTED 95� STD.
T VOLUME PER ACRES OF DRAINAGE ":::.� _ Z= H 2 !
9. REQUIRED STORAGE IS 1800 CUBIC FEET OF STORAGE OLU E C /11 ""' � 7 1- c-i . rl,,. ,1, \ _, „tom r.._.
� �� i \ 1F ',F. t r 1 , '•ter:.,•..-.: , �x ,$ -x.( „1 EARTH DIKE �.'- �D �.1 .. C -, _ 0 _ PROCTOR DENSITY) Pittsboro
AREA. IF CLEAR WATER FROM UNDISTRUBED AREAS IN DRAINAGE BASIN ARE TAKEN MAXIMUM LEVEL OF SEDIMENT•. 't, sue? ,,".'d� ^-•-�1,� .,�� z, y - /rf;t,f?• r,
_ _r:,,, . • .,.z- „- 4_/ .._ - :.l l Irv'• i
- -•.- :. 2I _��.z�'L. F- :_� y u,5 tea.:. * 'ax -'?!d n- ''''_ ! I ._.i .. ';_.i ,� V I
AR N R THROUGH THE DENUDED AREA BY NON EROSIVE MEASURES THEN BASINS �-..� w �,• w :w„� - AT LESS THAN 1 a SLOPE - . , f ! , , - COMPACTED SUBGRADE
OU D q CLEAN BASIN OUT WHEN_ 'z r..._ .r- r;.� ,. ;-_� �.a a I
( ... T F _ J r~,- �� rr�G , • , r-mu G: T:N " r . . •a .` r 1 ? / ✓ r r r r
F T,__...__:,._,.__.;_ _ n r mmr-� ~ -, �� ,;,K . - : _,: ,. E . EXTEND TO EDGE �ffl STAKES i North Carolina 21312
ACRES. R RECOMMENDED STORAGE IS 1800 CUBIC FEET OF -, - -11.,I _r•,-r f /
MAY 8E SIZED BY DENUDEDECO "rrn..,.• ,_�:-r:l „ .�nTr r alv f t... i z-•r:,�..r r T11 „I.y� .• �,: ,, ' .: i ,n r z r> »� r� _" / \r �O \/ (TOP 24" COMPACTED
THIS LEVEL IS REACHED __,., _.-__ _ _ ,-. , W r_._ ,I.__.._, : n. i _
it .., ._. i .- _, a' d ,.0 �1 :, a'.,=a� E,t ; _ ~,. . ,F ev sav4 F R AN 3t i ", a� • \,�, \f ��. /
t. . i. f _� ; . l,,.:,, rr �,--.,: .. ;�_•,,. �.-� �._, f O DISTURBANCE B CE '' \ ..\ \ \ TO 100� STD PROCTOR
STORAGE PER ACRE OF DRAINAGE AREA. t_.,.__ I wT_,...
10. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM. 6 �l�- SECTION THROUGH BASIN AND FILTER CLAss 1 `h" �'`I CONSTRUCTION SPECIFICATIONS: '` r �",/' ;//� �/f �!�/ DENSITY)
11, WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN RIP RAP _7'-,q, _',1 �i:\�/. \/;`�f `�,'1,/
y, L (10' MIN.} R!P RAP OR 2__­-­,7, "{r!T' '
WIDTH, TO ALLOW FOR SETTLING, RAFFLES SHOULD BE PROVIDED IN THE BASIN WHERE F 3' 1. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE
THE LENGTH IS LESS THAN TWICE THE WIDTH. �p I - � DIKES CARRYING WATER TO THE PIPE SHALL BE AT LEAST I FOOT
12. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE '''"' =-c {e HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE. CONSTRUCTION SPECIFICATIONS CONT.
BASIN. STAKES SHALL BE MARKED SHOWING THE HALF -FULL, CLEANOUT POINT, OF THE BASIN. x T IIIIIIIIIIIIIIIIIIIII
r`I 3 SEE BASIN ,., Ir .
13. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS_ FLOW � 1 SILT FENCE �" -- - SECTION ABOVE i „ �I�' 2. THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT CONNECTING 6. OUTLET PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT FENCE,
�_.
�z. „-" BANDS_ FLEXIBLE PIPE SHOULD BE STAKED ON EITHER SIDE. TAKING CARE NOT TO VOID THE EFFECTIVENESS OF THE SILT FENCE.
14. FOR DESIGN OF RISER TYPE SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPT. f ;s, il t . x� �T '' .�, .
OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES, EROSION AND SEDIMENT . <x _, . � 1 i, P, . .:.:,-:,..-.­� - _:., RE SITE DETAILS,
CONTROL PLANNING AND DESIGN MANUAL. 3 / X CLASS 1 "� #" r7> � .L 3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF
.. ,,
.
H MPTYIN INTO A DISTURBED AREA.
�- #P RAP APRON r ;' CARRY RIP RAP UP E G
15. FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE l �ARry - , , a x/ - SIDES OF SPILLWAY
TOE OF THE SLOPE, SLOPE TERRACING WILL BE REQUIRED. / Q�� '4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE
16. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN / z STABILIZE OUTLET SECTION SHALL BE HAND TAMPED IN 4" LIFTS TO THE TOP OF
REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION HAS BEEN GRANTED BY ' I _. v Ov DITCH TO END OF �; s1=1 t rr .Il, 71 _[ #5 WASHED STONE THE EARTH DIKE.
THE INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN ' � \ \ s""^ T(Fr DISTURBED AREA �'' :I 1
ESTABLISHED. \ SIT X (7' MIN.)
5. FOLLOW-UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL :
17. WASHED STONE AND WERE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT Cy
FENCE IS PLACED AT THE TOE OF A SLOPE 10' VERTICAL OR ALONG ANY CHANNEL �x /x BE PERT ORMED AFTER EACH STORM BY THE FINANCIALLY RESPONSIBLE
x SILT FENCE ELEVATION OF BERM AND FILTER PARTY OR HIS/HER AGENT.
OR WATER COURSE WHERE 50' OF BUFFER IS NOT PROVIDED.
GRAVEL AND RIP RAP SEDIMENT BASIN AND GENERAL NOTES N•T.S. 15 FLEXIBLE PIPE SLOPE DRAIN N.T.S. 7 LIGHT -'DUTY BITUMINOUS PAVEMENT N.T.S. 3
--- .. _..-- ------------- - ---- - - } .....-------. __ - -- - -.--- W
2
11
1 c 2�3Do 4
SEE APPROVED CREE -- _ / � NOTE: 1 t la Project N '
PRESERVATION PLAN FOR < o oD� SLOPE > roJ@C o
REQUIRED RADIUS -`� 1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT. < � �_ '
�1 i r * VAN MUTCD R7-8P 32 x6"
OF TREE BARRIER 7= s . 1c� S ., ,_.w, i�
1 Y `,, r� `.., ✓ I ONLY REQ'D 0 VAN �} �* .
' I� 2. SEE PLANS FOR LOCATION OF ALL TREE PROTECTION FENCES. 11
TYPE 2 FILTER FABRIC 1, � CONDITION 1: PEDESTRIAN PATH ACCESSIBLE ACCESSIBLE SPACES 50235
I - PROFILE o 3 ,
DOES NOT PA55
SECTION A -A I- ^i UNDER OR AROUND ..
STEEL T POSTS (MIN 5' LENGTH) 2'-O" IN GROUND La N SIGN .
[�[ [D�
`) CONDITION 2: PEDESTRIAN PATH I IL�Lf1VED Issued .
� ^ i:2 SIOf ANGLE FOR LOW TAILWATER 2
J FILL SLOPE 1:5 SIDE ANGLE FOR HIGH TAILWATER t
1 _ 5 ;?jr� GOES BY, UNDER, 05/07/10
) . 19-GUAGE HARDWARE "' I:,�, .tt_ 1S�c i o SIGN ROL3ND PARKING
WITH INCH MESH OPENING CLOTH�'C � o
, � . ....
1 SECURED TO STEEL POSTS 2' MIN. ti `��
AT TOP, MIDDLE AND COMPACTED �`�" W W V� M2 CD R7-8
t30TTOM. ALLOW 2' FLAP OF PERM `� 4� s' L + } a ,
WIRE MESH UNDER THE M H GRgpE o C` J ` � 6 ^ � ` t' 3 0 0
F[N1S Iv �� ✓_ _
Y
- � GROUND ' `- % ` = r , fP,J--,- � i . ,- a
OQapo � ;�--.,, --�• - - 1 - fi r r X� �y._ ' %�_ �� f i �� , p
PLAN VIEW OF ROOT ZONE °8 i - � ` '`,� 'i � '� �- �' � �� +
\3' \ l\G� r a -� s o
-i� /✓. ! /yr7 d ti d)r� ! A7•y r. NOTES: `T i? t,, L �, J i -. % :<✓". p
•.. �` . �\ ,, , .,(>1'� , c! ,ti ,Q' �x U % ti ✓ ,P 0 ° Jp� \�{, Jp�I I�ny Jp� oao $ /�%i�/( `x%• \ ii'� �� Rq{ G1�aU 1. SEE TABLE BELOW FOR RIPRAP SIZE,. .. -} �4 !' _ MAXIMUM
I! V \ I V I V I V 1 \,> �✓ ,�.»>�\Y\,y�� \ Np LENGTH. WIDTH AND DEPTH OF APRON. fs� 4 z` , �_, II
0 : ✓\ n'S r cA :f,�� 'vim yr i �et�✓ • `r+. � n +_{^-. �^w i� ,-1, - N ,
\ r"'l / axe IA\
�--�J ,b •:,,�, ` �,%: '�?,° � ,.' >,>,'�> ,`s,•,` '! 2. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END f <i'°� ''`tS`r Z z PENALTY
O4 d OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF r_5
�, p 1' MINIMUM �� c O O
� 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR t � a
ONE FOOT FOR EACH _ d D CULVERT HEIGHT. n o Revised
FOR PRUNING SEE INCH OF TRUNK D€AM�TER ° Q-� 3. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE 0 Zo 2�0
NATIONAL ARBORIST OR 1/2 HEIGHT OF TREE Z Of 8a SURFACE OF THE RECEIVING CHANNEL. THE AREA TO 6E PAVED OR "{TRAPPED 0 U w2D_ a
o SHALL BE UNDERCUT 50 THAT THE INVERT OF THE APRON SMALL BE AT THE
ASSOCIATION SPECS WHICHEVER IS GREATER _1 (Dro00� O ,M _ SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
6' MIN. WIDTH � ���r��ccvs[w o. p APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END -
DEAD TREES AND SCRUB OR UNDER -: _� NOTE: 4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE 80 HOM . q iys Ks4 �� . �u. r •� . Ic ,� i11:
FOR 2" CAL. TREES WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
GROWTH SHALL BE CUT FLUSH WITH 0 o Cur:.w tm- rtl If x ;: } .lt
OR SMALLER 6' BARK MULCH. ��r� 1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1.0%. 5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 959 OR GREATER. 00
ADJACENT GRADE. NO GRUBBING FINISH GRADE
ALLOWED UNDER DRIP LINE. PLACE BARK CLEAN GRAVEL NCDOT 5 cy l it F 3
2. SILT FENCE MAY BE REQUIRED BEHIND BERM. 6. THE PLACENG OF FILL EITHER LOOSE OR COMPACTED IN THE RECEIVING rufE't: i" i r •-y
MULCH AT AREAS ( CHANNEL SHALL NOT BE ALLOWED. x r \ `,: s tis4 k x k�uw C �; DR #57 STONE) DN A 2:1 "' ° I;� : yy ,. ! lah ,t ,:,
p r H'<;^ ,",,:r� „2.. NOT PROTECTED SLOPE WITH A HEIGHT OF 7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL I ,:.
2x4" STANDARDS + 1 x4" RAILS - - - .
,; BY BARRIER. 16" AROUND THE WIRE. BE ERMTTED ., i. /.,, ; ,i- I ,.i/,,. �! ,7' ' , ?' /C` „/ � :.`% %r
TREE LIMB F . x > �,; ? .. ,, I, �/ \f �/ l�', ,' , ,, ,<;: /, i . /. sto[, nv
OR ORANGE SAFETY ENCING v : . , �.\ \ �C. �<v ;J, _ .', ,( ! �. ra(t:::
I. ',-. "} t v . , '%' `' N RA �,.\ \ `` - .,J,,r'` 011_ \:,\ \ r �',`" \`G-\✓ � \. .\,.,,. _. ,•\,\M1-;\�..\.,.,ti:. iU :� I' ' , .
r� y;,:;s _:.-r:• 7 H SMOOTH TO AN EVE G DE STRUCTURE Q10 TAILWATER LENGTH WIDTH d50 DEPTH CLASS " � \: ✓/ , • /.^ y % �' ;`Y' \r , �'� r - . >� "%r
REMOVAL / f / T�"
MAY BE USED. <,s _' r..� tom:; ,_.r. N PIPE OIA / / . it ;: .S
r. _ _ x. _.. \� . ,: T F F , , „`� ,� r. I, / , \ : , , " _ . F= [ ,r WSI�a 6 3fzcvo
^max zy f' P ''� "b (IN) (C 5) ( T.) (FT.) (FT.) {IN.) {!N.) 1\ \\ \ . \ <J .\�.\y '�15\ �C\,!�\\,. 1;.11`\l✓ \ L1.
ter..::✓--Y'1'.-. F. ,.,� _ hd�.: i; �r11 _ �.. \. } �f�-�/ �ii `���!/ J. - '��li\rf �/ !fd/ ..11'/, /f ., ! ✓ \lf.e _ _. - f Ys a;+$'s$',
a, ti L r{ f / . �J�j
I..[.�.�•,�.,.s., ;;�..q.: .� �"':,�,` ;t, 1. INSPECT WELTS WEEKLY AND AFTER EACH FES Al 24 23.39 < O.S 12 18 12 24 B �;:�\\�\\; .,.z�r,Qa`ti\r�\�•`,� �`.,\�\I "�i�y�`�\�,�°%\;hti��\��\,�a.:, ''?' `"- -- - �'
w�/. r�r aas.- .,.f �,;,,o .i -.Y�"r�''�'gr ✓; ��,, _-/;:::, .,.....:--'.II '<:, , , . C,f J�;.. i i. ,
t ,,, i, \/;` y ..: �, r I SIGNIFICANT {}� INCH OR GREATER FES Bl 24 12.35 < D.5 10 16 12 24 B ,\ - "• y(L. fu�'e\r '%.,.,. .,tir _-' :r /v�.l�_ - 71
Z!!/[�
4 L ' \,, r• r yf\ �y `� �1 \'ryhi\�' I RAINFALL EVENT. - 1 10 \'+ '•';�:�i '. `,.✓:I I�I 1 -%>i I 1 1 L� f . .
1 FES C1 5 2.38 < D.5 14 6 12 A ✓
r� \ ` J ci �" ,.✓/ FES-D1 15 5.56 < D.5' 10 14 6 12 A I � , d I` �� \ \=ti
I' ' ' 'I 2. CLEAR THE MESH WIRE OF DEBRIS
�+ ` \ . �\ 3. REPLACE STONE AS NEEDED `ti it i %/' _ € �/h r� / ✓'
f,'^ FES-El 15 3.75 < 0.5' 10 i4 6 12 A V >� ., v 'f pA v '\.
FES-F1 18 4,90 < 0.5' 10 15 6 2 A :[
. FES-G1 30 9,22 < 0.5' 15 23 32 24 B L-�
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
TREE PROTECTION DETAIL N.T.S. 18 HARDWARE CLOTH AND GRAVEL INLET PROTECTION N.T.S. 14 TEMPORARY DIVERSION DITCH N.T.S. 10 GRAVEL AND RIP RAP APRON N.T.S. B ADA PARKING SPACE DETAIL N.T.S. 2 �o',�+SA &'s
2'-0" MIN . -.---- _0 0 0 © �`,`7j�0�4oR4 . t
VARIES 10' MAX. SPILLWAY SIGNAGE ,§ L�1 : SEAL
50' MIN. TOP STRAND MIN. #10 GUAGE STAY WIRES MIN. 12-1 2 GUAGE SEE SITE PLAN ACCESSIBLE ROUTE .gyp c-lo3 �,�
STREET # / CREST
\-J: -
EXISTING [.;tx _.�:aE«ua <,. �,," ;¢ �, PUBLIC ? �' WASHED STORE FOR WIDTH O O OR ....
- ,I - -II I=-;-L, Q i 5
, _,,;__ „ _ ,:__ I - ,I, - r Cl ASS 8 ;:! W SPILLWAY WALKP ` i ;,`��
ACCESSIBLE �lycAR°`�
GROkJNn II Il l�il! cn rr 11A WHEEL STOP, TYP 5fD 1�
0
... ... ;: - � c� I __ M4 1 O MIN ) M) j
i,. IrI rr1 'I�r-:13 II. -II III II III !
I I L {! -_-, : _!. , 1 . ' I- I I' - `� J j, l /,mil/ 1 i/�
1J_ . , „ Ft % ' 7 �, 2' N 7 - N P '� /ii%r� i i
FLUSH E
? - - �"1;, PLAN
' " cv i i 4 "PAINTED LINES (TYP) �,*tii+l�irrrr
,- ri,�_ . SOIL STABILIZATION FABRIC _ _- . •.- _, - -.o--- ....t_---...... '__' - - - LOW SILT FENCE 1 M#N_ BELOW LOWEST 1�2" ����� CA f'r���i
LEI ' --._._- -_- L_ _ __ _.-. _ ��_.f i r / ti RADIUS - 0 , Q �i
UNDER #5 WASHED STONE z I r -I. �T 4 O ���� • ,
J N _-. .-,-__ _.r_,.__ _._ .... - t- -_' ;� �� i ; I, Tot-_ �; LEVEL (MIN} 3" RADIUS SEE STAKING PLAN `r` `• �JS •' �• ;�/ ,i��
BANK
FOR LOCATION OF <- �•� S O,y'•.2
50 MIN. � ,. y ,;� 5�_�t I -_� 1/ �� �, -% /':. r'� } = 4 « __ v r 1�8' /(/ � {/ [/r�� ALL ACCESSIBLE • � y .
I-•, - • ,- : ; _ ice. - i%^\ . # __,;,-_.._,1..: ,_3i �r 1 , . f C ;- , / 1 3' r ; _ _ n V \„% �%� V•• • Q
�' I .-- y�� r f RADIUS
P I j' o;i�\ \ i` /�< ✓, E .rK . �yJ PARKING SPACES - _ :..-,......,...�, .:......__....W....,, -,_•.-....,:.. .-„--- .-,m,•-�,-vr. .1,: I\' V- .'t•:\� - \r. \a:: .\\.� \�.\.\" .! / % i. i ^1�I. / -I; !! f �-:% -./
- '%�Y,1-�la''•f'°:. rp1;. w''-� I,�/ ��.� --'---'\-`----- -- \i/ �i`� 'V `� '�J�'G'--�•';�. �T�%�..�I N "� a Ah ---10 N $' $' 8' 8'j' $' 51 -
/ �..`- u, le K `\% ��/ BOTTOM STRAND MIN. #10 GUAGE \r' I//\j �%C� C ! . [��i'��I 4` 'I; a VAN -
z V) �/� "\ / . - I . \ ACCESSIBLE ALL PAVEMENT MARKINGS %�•••�F.�CIN�,;� ..•q-
y i SECTION A -A CLASS B ¢: �,'
` _00Y • ;F j /\f SECTION B-B RIP RAP 4 SPACE SHALL BE BLUE, TYP. ��,� T� • •., ••�S�`:
!`,;?ti . ! I�• I1, 1 W (SPILLWAY) -1' 6 �i �0 ��
a I",. n/ .#hr rr 11 r 111 %0`,05/07/10
.. �^ b-21LIZ-11i `1 ,\ MIN 2/3 CHANNEL WIDTH STANDARD 1'- "CURB AND GUTTER PARKING SPACE PAVEMENT MARKINGS
! NOTES: STEEL OR WOOD POSTs�`i�
I
NOTES: 1. WIRE SHALL BE A MINIMUM OF 32" IN 1' MIN. BELOW LOWEST O T
A STABILIZED ENTRANCE PAD OF 2-3 INCH WASHED STONE OR RAIL ROAD BALLAST SHALL WIDTH AND SHALL HAVE A MINIMUM OF 6 FILTER FABRIC _ 21. BANK LEVEL (MIN)
1. LINE WIRES W/12" STAY SPACING. �� FLOW 5 WASHED STONE
BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION. SITE ONTO A GROUND LINE Q = C.4 #
PUBLIC STREET- 2• FILTER FABRIC- SHALL BE A MINIMUM OF , N FILL SLOPE f_ €� !-(-- CLASS B � ACVESSWAN 11 R7-8P
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY BE USED AS -A BASE FOR THE 36" IN WIDTH AND SHALL BE FASTENED I /` RIP RAP NOTES:
CONSTRUCTION ENTRANCE. ADEQUATELY TO THE WIRE AS DIRECTED 6" N i/.\�) SECTION B--B RESERVED RESERVED THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR BY THE ENGINEER. MIN %��/�I GENERAL NOTES: FLOW #S WASHED STONE 1. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS.
FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT, THIS MAY REQUIRE ��\ .�. ����T���I0_Mx_�11 MAY BE PARKING MUTCD P�{{(IN� MUTCD
PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR 3. STEEL POSS SHALL BE 5' 0" IN HEIGHT �'� ,/ '�J //�'i �/i��i j 1. CHECK DAMS MAY BE USED fN SLOPING A �j B � ` , - 1,. '� B 2 BY OTHER METHODS, WHERE SUCH JOINTS BARE NNOT FORMED BY
OR FORMED R7_8 R7_8
OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. AND BE OF SELF FASTENER ANGLE STEEL W �o (�\.o \ ' �� ��/\�\j\�f�i DITCHES OR CHANNELS TO SLOW VELOCITY7 t- ' Ir TEMPLATES,
TYPE. �= I� 11 /\,���\//\����fi OR TO CREATE SEDIMENT TRAPS. '- L- A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED.m m PI BOPPED WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE ¢� wN.$ ` \�/��r/�\/f�\/�') .; f- ti _ 1 �r-. 3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90-FOOT INTERVALS, AND CV800
ANY SEDIMENTS LLED, D o.I %i; i\ %/\// /i KI1,"I •�, g -:, �> ADJACENT TO ALL RIGID OBJECTS. JOINTS SHALL MATCH LOCATIONS WITH JOINTS G
REMOVED IMMEDIATELY. 4. WOOD POSTS SHALL BE A MINIMUM OF 6' on W- \\ \�\ , "I \� v`\\°,\ , �I ' � , �� , `: • , , . �'�'i
Cf)��` MAXIMUM MAXIMUM
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO IN HEIGHT AND 3" OR MORE IN / i '�\/'°'�'�°��=.=f��,�'- B \'• `" B I r �,` IC
ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA DIAMETER WIRE FABRIC SHALL BE C' , \ i f /€__�'_.. - �� �, A �' IN ABUTTING SIDEWALK.
11 j 4, ALL CONSTRUCTION JOINTS SHALL BE FILLED WITH JOINT SEALER. PENALTY PENALTY
STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN FASTENED TO WOODEN POST WITH NOT �� `,'�''� /
CLASS B
li\ � �..,-ram ��a >� G� ) PLAN RIP RAP 5• CONCRETE COMPRESSIVE STRENGTH SHALL 8E 3640 P.5.1_ IN 28 DAYS. F��� wµ�5a The drawings, the project manual and the design shown
LESS THAN #9 WIRE STAPLES 1 1/2" rf�- <y -- f=,__, .�,_I„ �� 6. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE theron are instruments of ColeJenest &Stone, P.A.. The .
LONG. ACCESSIBLE RAMPS.
���� , _ SEE DTL. 2/CV8.0 FOR reproduction or unauthorized use of the documents without J
ANCHOR FILTER FABRIC SKIRT 7. TOP -6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED MOUNTING REQUIREMENTS consent of ColeJenest & Stone, P.A. is prohibited. lL,, �
TO 100% STANDARD PROCTOR DENSITY. FINISHED GRADE �,
A PLAN �%%�%%�7i7%/%%/777�� %�77,%7.%�/%/,�� 7 f%r ColeJenest & Stone, P.A. 2010 © cn.
STABILIZED CONSTRUCTION ENTRANCE N.T.S. 2� TEMPORARY SILT FENCE N.T.S. 17 TEMPORARY ROCK CHECK DAM N.T.S. 13 STONE OUTLET . N.T.S. 9 CONCRETE CURB AND GUTTER N.T.S. 5 ADA PARKING SIGN DETAIL N.T.S.( ) - �
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�.. `� _ ~-,� �`r �` LAY AREA PROPOSED GRAVEL 6/CV8.0 ,'
i - I - '! ,\
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'f / , s �. � �... _ \ l \ � _ ._- - / 1 / it i f Jf, �_ -_ / / / / \ FT FT FT FT FT
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/� ! - ' - _ ! TO BACKLINIr� 290.85 �� I * ��� 1�
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9 � 1 f
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t i ! �'/ / / / / `L .-` _- ' -- ,__ _" _ - \ f r ��\�`\\\ � }\I � / __� ,--_ -' \_ e�300 `�
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1 l { 1 f , " '' / „/' / f J / '� \ r `�-�\� �11, f i I \ / CI =CURB INLET
jf I 1i f .f f ) 11 , I / / % - r - _ _ // \ \ \ ! / 1 ' DI = DROP INLET
f j j i / ! 1 ! / I, 11f s � -_ •� -'� �' ._- _--_ -~- Ii/� I 1 I I \/, / / ,' RAPEZOID,AL -DITCH, -_ \ _ +LEA j - .., \ 1 . \ "\ \ \ MH MANHOLE
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r f 1 i'l O - ✓ ' )w , ST -SLAB TYPE CATCH BASIN
! I 1 1 r I / / - 1 ! T� '� -- o ° ] ! i 3:1 SIDE SL PE s - - - / _
f I ! .' . � ,, ,� / ` .�! `;, \ � ! \ , j' > / �- "`` , /- i r \ ''., OS OUTLET STRUCTURE
1 J 1 ! I f /` , / /ter f /� /' '•.,�- / / ,.I- -_I. /- r ,-, �._ . /" __ .. `` _ ` _r_ \-, / � / _`'. \
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r/ o' / f r _�- -_ _ _ _ - inst e Jen n , .. •\theran are ' rum nts of Cole est & Sto e PA The ,)
f"� . I , f, Z ' - s - e i � - ,r ,/ , _ y ' �F � S repraduCtivn ar unauthorized use of the documents without tj
/ f ! �r % ! / /j .- s _ -. - - �\ r __.._ _ / -- -- '� /" r 0��� consent of ColeJenest &Stone, P.A. is prohibited.
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ALIGNh�ENT TO BE C 'ORDINATEO
\WITH DESIGN TE�M T / -`'✓ � ---� \ � � �C' \ � i
MINIMIZE BUFFER I�IPA y'
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CROSS SLOPE; 'TRAIL ALL HA
SHOULDER ON EACH SID AND
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PRaP"OSED •r 22' TIMBER
BRIDG ,DECK EI i,V = 268.5
SEE DETAIL 11 •`2., &'.3/S1.2,/1-4
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DETENTION BASIN
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ET PROPOSED
STRUCTURE SEAT WALL rlf2sos ! CJ '"
SEE DETAIL 22 CV8.2 SEE DTL. ; f
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l:•� itS PROPOSED LEVEL SPREADER 7 '`
AND FILTER STRIP B , �r29(SY 292.75
SEE DTL. 14/CV8.2
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VICINITY MAP N.T.S. j
TOPOGRAPHIC AND BASE INFORMATION OBTAINED FROM R.B.
PHARR AND ASSOCIATES, P.A. THIS INFORMATION WAS
ORIGINALLY ISSUED AND SEALED BY DARYL D. KASFMAN, NORTH
CAROLINA PROFESSIONAL LAND SURVEYOR SEAL: L-4559, ON
04/15/2009.
LEGEND (GRADING AND DRAINAGE)
SYMBOL DETAIL
PROPOSED CONTOUR -/-
PROPOSED fNDEX CONTOUR -/-
100•00 PROPOSED SPOT ELEVATION -/
PROPOSED HIGH POINT -/-
PROPOSED DRAINAGE SWALE -/-
PROPOSE D STORM DRAINAGE 9/CV8.1
CB PROPOSED CATCH BASIN NCDOT STD.
840.02 /840.03
DI
PROPOSED DROP INLET NCDOT STD.
840.14/840,16
STCB
PROPOSED SLAB TYPE CATCH NCDOT STD.
BASIN (OPEN ON 4 SIDES) 840.04
MH
PROPOSED MANHOLE NCDOT STD.
840.52 /840.54
PROPOSED SIDEWALK 1 /CVB.i
PROPOSED GRAVEL 6/CV8.D
AND RIPRAP APRON
STORM DRAINAGE SCHEDULE
FROM
TO
LENGTH
(FT)
SIZE
INV OUT
(FT)
INV IN
(FT)
SLOPE
(FT/FT)
RIM (FT)
OS-G2
FES-G1
46
30 inch
272.25
272.00
0.0054
278.00
DI-F3
D142
93
18 inch
286.10
285.60
0.0054
289.00
DI-F2
FES-F1
113
18 inch
285.60
285.00
0.0053
289.00
DI-E3
CI-E2
26
15 inch
282.55
282.40
0.0058
286.00
CI-E2
FES-El
31
15 inch
282.20
282.00
0.0065
286.40
CI-D3
CI-D2
65
15 inch
282.50
282.15
0.0054
284,76
Cl-D2
FES-DI
20
18 inch
282.15
282.00
0.0075
285.45
DI-C2
FES-Cl
49
15 i nch
290.50
289.50
0.0204
294.00
DI-137
DI-B6
88
15 inch
285.50
284.90
0.0068
290.50
DI-136
DI-135
51
15 inch
284.70
284.30
0.0078
289.00
DI-B5
MH-B3
61
15 inch
283.00
280.55
0,0402
286.50
DI-B4
MH-133
115
18 inch
279.20
278.10
0.0095
281.25
MH-B3
MH-132
115
18 inch
277.90
276.26
0.0143
286.50
MH-132
FES-B1
12
24 inch
276.06
276.00
0.0050
279.50
ST-A3
MH-A2
122
24 inch
277.00
273,20
0.0311
281.00
MH-A2
FES-Al
54
24 inch
273.00
272.00
0-0185
286.00
ALL PIPE TO BE CLASS M RCP UNLESS OTHERWISE NOTED.
* CLASS IV RCP
CI =
CURB INLET
DI =
DROP INLET
MH
= MANHOLE
FES
= FLARED END SECTION
ST =
SLAB TYPE CATCH BASIN
OS =
OUTLET STRUCTURE
ColeJenest
& Stone
Susan
Hatchell
Landscape Architecture, PLLC
Land Planning
Landscape Architecture
Civil Engineering
Urban Design
150 Fayetteville Street
Suite 9 50
Raleigh, North Carolina 27601
Tel [phone]
Fax [phone]
www.colejeneststone.com
ARP ENGINEERINC
CONSULTING ENGINEERS
ENGINEERS
CHATHAM COUNTY
12 East Street
Pittsboro
North Carolina 27312
NORTHEAST
DISTRICT PARK
Big Woods Rd
Pittsboro
North Carolina 27312
Revised
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SCALE: 1" = 30'
0 15 30 60
CV4v1
The drawings, the project manual and the design shown
theron are instruments of ColeJenest & Stone, P.A.. The
reproduction or unauthorized use of the documents without
consent of ColeJenest & Stone, P.A. is prohibited.
ColeJenest & Stone, P.A. 2010 @C

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LEGEND: NGS MONUMENT "MEAOows" � 1
BFP - BACK FLOW PREVENTOR NC SPC .NAO 83
C&G-CURB&GUTTER
CB - CATCHBASIN i E=1 993,908 92 ,
CI - CURB INLET }
ELEv=28s.o7 r
CMP- CORRUGATED METALPIPE 1 CGF: 0.999.91961 J� S10'18 20"W 16,506.39' GROUND) #
CMS- CONCRETE MONUMENT SET 1� 16,505.07 (GRID
CP - CALCULATED POINT s \ ZONE X
CPP - CORRUGATED PLASTIC PIPE /
CIO- CLEAN OUT / \ 1 r /
(D) - DEED
D.B. - DEED BOOK / ` s
(GROUND) r
NGS MONUMENT "F92"
DI-DROPINLET , �yS3'55'�4'E _---- r r �• .\v`� � � � N
SPC
DIP -DUCTMEIRON PIPE 1pNE /' N 7491709J83_TARGET [
�M-EXISTINGIRONPIPEFIELD LOCATED TO / zos� x ELEV=476.062Z [
XA
ASCERTAINPOSITIONAL ACCURACY OF p04 M / r r y63y [ , N
�4
BOUNDARY
EO - CALCULATED ARYCORNER
- EXISTING PG
IRON S 0 E/l_OJ i
STQ.
STINGMETALMONUMENT MG NAIL/ / ���=�J' ,} it#� / .,� � ] 6� J/ �1),{�(�� [ `��G.pO
FOG - EDGE OF GRAVEL ZONE AE �1P 634.62 G
EQP -EDGE OF P�1 rMENT / -scTSACK �t��4`
ELEVATION 238 FEET -�-
lll�l ll IIL�/� 1 I /� 4 ) f
EU-END UNKNOWN / / ARceT #2 \ .1 �Iffl III �11,`�� 24 Ij// [o zoNE x
FC - FIRE CONNECTION -� / / I II
FH-FIRE HYDRANT / ��/ ll/lflllllll�� 1 I J1 r/ x26a��//.^A w e
FV-FIRE VALVE / / �/ i / r' 0 Squ ll f
i //. / /' I / / / / SGUR ( [ NGS MONUMENT "CRAPPIE" Q
GDP / J!i/ 1�� � / / / � I
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10
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•r,��1• O PLAT BK r8, PC I 17547
I
L1 TIE LINE.
0, PRIVA TE RIW-S 21'28'59' " W
GRA CE A VENUE E 66.35
T N 86
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3g6.00'
1
TELEPHONELINE T w+ --
TELEPHONE LINE (UNDERGROUND) UT `,� I.-, ~ \Concrete cp;h� TEPHEN HUGH CARSCADDEN
'� P
POND INeI/ Colin a1� D.B. 507, PG. 87
�� 3� E 9 N K. 18, G $7
WATER LINE W PLAT B �
TARGET #7
(2)ROAD EASEMENT MAINTENANCE AGREEMENT urf Pole le 222t TARGET #$
D. B. 503 PC. 776 �1 \z� J. 493 A ORES
AKPAR 82088
1 ac,+10 649
AERIAL NOTES' Ulf%TED S TA TES SOP A_MERI CA /
THIS MAP WAS PRODUCED BY PHOTOGRAMMETRIC METHODS FROMAERIAL , _ �` _
PHOTOGRAPHY INACCORDANCEWITH NATIONALAMP ACCORACYSTANDARDSFOR r r / ��B EVERETT JORDAN LAKE
I "=50' SCALE MAPPING WITH I `CONTOURS AS PUBLISHED BY THE USGS PLANIMETRIC �, u
AND TOPOGRAPHIC FEATURES THAT LIE INAREAS DELINEATED AS "OBSCURE" MAY a , , o / CTRACT
C 74-121-D
NOT ADHERE TO NATIONAL MAP ACCURACY STANDARDS.
NINETY-FIVE (95) PERCENT OFALL CONTOURS ON CLEAR UNOBSCURED GROUND WILL REFERENCES:DEED BOOK 568, PAGE 617
BE CORRECT TO WITHIN ONE (112) OF THE CONTOUR INTERVAL. THE REMAINING DEED BOOK 503, PAGE 776 (Road Eusernenl Mui�Ne(urnce A >rrenier�r) i
v1VL: (✓) ]'l3RCCNT wil-L NOT r;XGEL:D ERROR OF MORE T]IAN III]: C:()NTOLTR ]NT ERVAT,. � ✓ 8��pgflflfl8�@6r9da��.,
DASHED LINE CONTOURS.SNstT,7 HAVEANACCURACY WITHRESPECT TO TRUE PLAT SLIDE 86-23 m��s 1� CAPOjC
ELEVATION OF ONE CONTOUR INTERVAL OR ONE FOURTH (114) THE AVERAGE HEIGHT ' Q` .....4•
OF THE GROUND COVER, WHICHEVER IS GREATER.
41.0
NINETY (90) PERCENT OF ALL SPOT ELEVATIONS ON CLEAR UNOBSCURED GROUND UTILITIES: $� 6 A 4 f I
WILL BE CORRECT TO MTHiNTWENTY--FIVE (25) PERCENT OF THE SPECIFIED POWER SEAL s ! " i ti
1 ��!
CONTOUR INTERVAL, AND NONE WILL BE IN ERROR BYMORE THANFIFTY (50) PERCENT PROGRESS ENERGY �' � 1 � ,� �J,/j w � � REVISIONS
OF THAT CONTOUR INTERVAL 1 800-452-2777 C?o v
FLOOD CERTIFICATION p
THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS NOT � � ��
NINETY FIVE (9S) PERCENT OF ALL VISIBLE PLANIMETRIC FEATURES SHALL BE WITHIN TELEPHONE BEFORE You DIG LOCATED INA SPECIAL FLOOD HAZARD AREA AS SHOWN ON
Q j oa°
ONE -FORTIETH (1/40) OR' ANINCH, AT MAP SCALE, OF THEIR CORRECT COORDINATE BELLSO UTH TELECOMMUNICATIONS STO
ALIPS PREPARED BY THE FEDERAL EMERGENCYMANAGEMENT B060
AGENCY, FEDERAL INSU94NCEADMMSTRATION, DATED KA
POSITIONS. NO SUCH WELL DEFINED FEATURES SHALL BE INERROR BYMORE THAN 1-888-757-6500 �N896618�io
ONE -.TWENTIETH (1120) OFANINCH. CALL 1 800 632--4949 FI;B_R_U_AR_1' 2, 2007
WATER & SEWER N.C. ONE --CALL CENTER COMMUNITY PANEL NO: 3710978400J
CONTOUR INTERVAL I FOOT [phone] IT'S THE LAW GRAPHIC SCALE
THIS ISTOCERTIFY THATONTHE 15TH DAYQFAPRIL 20 09 THIS SURVEY WASMADE UNDER
DATE OFPHOTOGRAPHY: MARCH 20, 2009 GAS 350 0 75 150 300 605 MY SUPERVISION OF THE PROPERTY SHOWN ON THIS PLAT, THAT ALL BO UNDARYINFORMATION WAS TAKENFROMA
SCALE OF PHOTOGRAPHY:- I "=250' PSNC: NAT URAL GAS. MAP PREPARED BY STALEY C. SMITH RECORDED IN PLAT SLIDE 2007-391 ONOCTOBER 16, 2007; BEARING PROJECT NO.
PREPARED BY: INDEPENDENT MAPPING CONSULTANTS 1-877-776-2427 P07-82. NO B0t NDARYSURVEY WAS PERFORMED FOR THE PREPARATION OF THIS AMP; THE BO UNDARIES NO T
PHONE: [phone] SURVEYED ARE SHOWNAS BROKEN LINES PLOTTED FROMEXISTWG RECORDS. THIS PLAT MEETS THE MINIMUM
CONTACT. BOB CARL PIS; PPS CABLE TELEVISION STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA, BOARD 0 (2I NCAC 56) AND THE RATIO
(
508 WEST FIFTH STREET, SUITE 150 TIME WARNER CABLE IN FEET OF PRECISION.DOE,S' NOT EXCEED AN ERROR O7*' CLOSUREOF ONE(]) FOOT R 10,000 T OF PERIMETER S YEYED
CHARLOTTE, NC 28202 1-800-892-2253 1 inch = 150 ft. NOR 20 SECONDS TIMES THE SQUARE ROOT OF THE NUMBER OFANGLES ED.
IMC JOB NO, IMC4386
CREW: RAWN: REI/ISE[
SIGNED JH
EM
NOT TO SCALE
- GUARD POST ii - - ^ \\ \\\ Nc sPc rua as .
GM- GAS WETER 5 ♦ice// // / /i % �i 7 1 �� /o ��yOI (/ / I r� N-743,5sa.7a 9�R z�� NOTES:
CAP- GAT 'POST J /; 1 /! j assoo
ELEV=242.64 1. THIS PLAT ISNOTFORRECORDATIONASPER G.S.47-30ASAMENDED.
GV- GAS VALVE / CGF: 0.99991022 /
�� _� r \ 1 I - III
GW- GUYWIRE l - y % i/%6- - /� �� % . - v f I 1 �1 1 1 I 1 1 t 1 � i ; � 111 2. ALL CORVERS Mo NLMENTED AS SHOWN.
HVAC - HEATING, VENTILATION, AIR COND. f / % ' �. uR / ' - ',z
// / \ I l l�l l I (`� 1 I / 1 11 l , f I II / // /// / 7 I 1 '� % %I l I 3. NO RECOVERABLE NGS MONUMENT'LOCATED WITHIN 2,000 FEET OF SUBJECT
Hw-HEADWALL UNl TED STA TES OF AMERICA � � / / / // %\ �/� � � _ = � - /
ICV - IRRIGATION CONTROL VALVE „ // ! / / / f / � r as_ \ � � 1 l � 1 } ! l 1 1 1 / / J J l I 1 I \
IPS-IRONPIPESET B. EVERETT JORDAN LAKE / . //�� / / /� /i / osscu�� 1 I ! I { . I I 1
1 / / / / / // /// / 1� I J I1 / fl ♦ 11
I l l J/ {/ l / j ( � PROPERTY.
JBX - JUNCTIONBOX NACr 1039 \�< � / / / / / 8� 7 1 1 I I { f 1 1 1 [
\ � // / // / '� f i. � 1 / �74. z I � (� I I 1 I ` � 4. THE LOCATION OF UNDERGROUND UTILITIES SHOWNON THIS MAP IS
LMP - LAMP POST CVSj C-74--121-P - a\,y , (` / / / / / J \ �� I 1 I 1 Ott rYi U J J 1 [ APPROXIMATE BASED ON INFORMATION PRO VIDED,BYOTHERS OR. BY FIELD
LP - LIGHT POLE`�>> // �\� �� li ) l } I I \ } I \ s LOCATION. UTILITY LOCATIONS AS SHOWN HEREONARE INTENDED FOR PLANNING
/h ///j ♦j�����.� //�,/// / \41111, 1{ l ljj {15 l I 4
(M) -MEASURED / -` \ _�s� \ I I ONLY. ACTUAL LOCATION. SIZE, OR DEPTH OF LINE SHOULD BE VERIFIED WITH THE
MBX-MAILBOX f I / / / / F / / 11 o 0R J f ) n } INDIVIDUAL UTILITY COMPANYBEFORECONSTRUCTION.
M.B. - MAP BOOK -- 11l f // // /// // % %� I !/ ! 1 / J / // / 291 3" I } L-� \ ) ]ll / / ! 11 I
MW-MONITORING WELL 1 ! ��` i J]l lJ /j // // / // / / / �/ // / x I� 1 \\<f�h/�h J �. ll . 1I �. \ 275V \
I I / I / // l I / / / / \ \ 1 \\� �� j I \ j 5. THIS SURVEY WAS PERFORMED WITHOUT BENEFIT OFA TITLE COMMITMENT
' \ ~ 1 Ilf J/ // /// / / / // / / / // / / ` \ , \ ` I 1� \\\� \\\\ \�1\, I { f f \ RE ` REPORT. R.B. PHARR & ASSOCIATES, P.A. DOES NOTCLAIM THATALL MA MRS OF
N.G.S. -NATIONAL GEODETICSUR.YEY \ i i
J� ltll �\ l t / l l l / J 111 I / \ \ \ \\ \� . ! .I \ \ \s
NIR-NEWIRONROD �_ _--. ��( I l / l f / / / � � \\ \ \ \\\\\�y � I l �7 3 \ 'st RECORD WHICH MAYQRMAYNOTAFFECTTHE SUB.IECTPROPERTYARESHOWN
_ / \ / = \\\�� ( I i I J I I ? l 1 } j I 1 I 1 / \ \\\\\\ \ �\ I 1 \ �• �s \
NN - NEWNAIL /,� (1 l / \ \ \\ \ \ \1 �\ :x i \ \ \\ 2\�v,\ .37 \ HEREON.
OIHANG - OVERHANG ♦ I ' -- ill \ �� \ I I I f f l I 1 l J / \\ \ �` \ TARGET #5 f (
(P) - PLATTED / ��� Il\ \� 1 I I I l l / / g5 ~ \ \ \\ \� \� } I �I I /' % \ \ \ �fQ9 �� \ F \ 6. PROJECT LOCALIZED AROUND NGS MONUMENT "CRAPPIE" NC SPC NAD 83 W17HA
PB-POWERBOx { }/� \}�I f �f I 1 f ! J l ] I I I / { I \.
i I .7 COMBINED GRID FACTOR OF 0.99991022. ELEVAT7ONSBASED ONNG.S. MONUMENT
PIN - PARCEL IDENTIFICATIONNUMBER { ".�� f �i = = \\\� \\\ \\\ \\ \�1 11 l I f f J i f I I I 2s 4 \ 1 J I 1 a \ \ ,�
/ 276 ��\���r \ \ ( X ss.a \ \\ g } I f (l ��a 27�\\ \ \ o �4 F92 ,ELEVATION = 476A6 FEET, NAVD 88.
PK - PARKER-JrSET / �hrO/ o\� i� _ �� ` - \\\\ \\\\\� 1 1 m l l r I� \ �`� 1 I I , P 0 N D \ ti �o
PM - POWER METER �c 9 P / r �� \ \\\� \ \ \ 1 29a x2s5. J `( W.E. 271-6 Q / 7. BROKENLINES INDICATE PROPERTYLINES NOT SURVEYED.
/ (L / \\ ` \
PMH-POWER MANHOLE TIE LINE. / �/ ��� �� �a7s `� �\� \\\\\L \ \\\ �s �� fl j ji�llill{Il / _ \ 1/ o
PP - POWER POLE -S. 84.344� E - - �� �� % -'r \\\\\�\` \ \\\ / 1f111}If f 1i1 / C 27 } escu18) ` (I j bq/
`v = � ��. �� � � \\ \ \\\ \ \ r- I � �$ � � 1 l f � 0 8. THE OFF -SITE RIGHT OF-WAYSHOWNHEREONISFOR ILLUSTRATIVE PURPOSES
PG. - PAGE ; 79.97' / / f - ` ; �� t iZ�\�\\\ \ \\\ �\ J / r/JaJ11/ { / / I // 2$0. l J j / z� 4" I ONLY: THE UNDERSIGNED CERTIFIES ONLY TO THE RIGHT-OF-WAYS SURVEYED, AND
PVC -PLASTIC PIPE / c28B 1 � v r t \ \ \ \ r / 28 J J J o ¢
/ ��„l`Tg ���\ \ \\ \ \ / / // i 1 l I j' % / J o DOES NOT CERTIFY TO THE RIGHT OF WAY WIDTH OFANYADJACENT PROPERT IES.
(R) - RECORDED l / / i /, I ��\\ \ \ \ \ I/ r< �6��`4' I
/ �� Vr r ✓ �\ \ \ \ I / 283. I/ / 4
R/GV RIGHT OF -WAY CENTER] INN of N fi 0' 5' 45" E w- % �` as = 7' \ � \ / // x
.�,- S / ��?�/ �yl i^ \ \ \ '?�� �� % J _ ` L /( ///� 9. RB PHARR & ASSOCIATES CERTIFIES TO THE HORIZONTALAND VERTICAL ACCURACY
RCP -REINFORCED CONCRETE PIPE Ex�srr- ROADBED 14p 2fi' %�� �,- -- -- $4'33 25 E _ / ���L �OFf/�� -B�\ \® / / J i a28� �\ \ f f Il j} TARGET 4 u 4� OF THE CONTROL TARGETS, AND CLAIMS NO RESPONSIBLITYFDR THEAERL4L
R W - RETAINING WALL / \ f / �/,�6' /�` '-- --L 420. z2'=9�\-=/� `� l \� ^ C 28 S i/ SrR� / r es�C�&� ) �- �,$ \ \ l 1 I I f I l {f f / UNITED S TA TES OF A MER/CA INFORMATION SHOWN HEREON. (SEE AERIAL NOTES)
SBB -BILLBOARD r / , %� % �-- _� �� / �� - 1 / / S��
N fi2.4fi �8 E - / --� ==`, \\ (i = �fifC�A# � 73 �, I �< // / �J f �\_\ �1 I II I ( � 1 / "B. EVERETT JORDAN LAKE„
SDMH-STQRYIDRAINMANHOLE / 104.87', / •' i = / �\ / , S / I / J � �\ \ \l lmll \1� J 10. BOUNDARYINFORMATIONTAKENFROMAMAPPREPAREDBYSTALEY C. SMITH,
SMP - MULTI -POST SIGN /j , # T \\\ �� �� ���� / ( I ( i/ �/ ' \ 1 I } / NACT f039
SSMH -SANITARY SEWER MANHOLE / i TARGET 1 ^� ' - l i I ( \ /��j . /i / / , �\ \ 1 I I l 1 I �l r{ COs F C-74-121-D DATED AUGUST 30, 2007. BEARFNG PROJECT NO. P07-82 AND RECORDED ON DCTOBER
i f I J t altar%/ X e7 j i j I 16, 2007 INPLAT SLIDE 2007-391, INSTRUMENT 12767 AT THE CHATH,4M COUNTY
(T) TOTAL ZONE x \` �\vl �= �� l w I l I i 1 1 I // ' / f IJI JII l 1 f 1 \ REGISTER OF DEEDS
TB - TELEPHONE BOX j r `�� \ 1 I / _ / ��\/ 32�8 3/ 1 ! /
TERR - TERRAC07T,,A PIPE / � "!' \� �\� `� \� \�" � � \\ \ � i ! � ` � 8 I X • �/ - !Ij Jj J I f)� f
r CALCULATED LINES ACCORDING TO PLAT SLIDE 86-23 NO FIELD \ 3 l fll II. PARCELSARELOCATED WITHINACOiINTYWATERSHED "CRITICALAREA'.
TMH -TELEPHONE ALINHOLE / �r� °i L ` \\ ao \ 1 1 1 J l l - // 9, JJ I f /l Jf I i
MONUMENTATION FOUND \ `\� �� �J� _\�\ \�� / j1� f I \ /� 29z.sx I I }f lJ jf i
TSB - TRAFFIC SIGNAL BOX I r I \\ _ \ I I �\` f / I2. ZONE AE FLOOD LINE SHOWN HEREON IS SCALED FROMFEMA FLOOD MAP, AND
TVB - CABLE TVBOX`\\\\ �sz.7 J Ifl ll I 1
WB - WATER BOX - 2g21 I ~4
YVM -WATER METER ♦ I I � ` � � `� ` ��} l \ � 1 (( i /! � / `\ I . / � _ J _ _ _ za3:3 x I + ' HAS NOTBEEN FIELD LOCATED DR VERIFIED.
A �c K L L C 1} / // I /-- -3 l l� 1 If 3 ZONING:
WSP - WA.TER SPIGOT ' rt \ \ \\ \ \ 1 / / iI J l f } 1 J J { I) l
WV- WATER VALVE PD.B S0J PC.94 338 Z f \ �,\ \ \ \ } p �/� f fr//J) It���/� t y 0 \ \ \ / 2 - s�. " 2sx� I ll IJ II 2 f I� / ZONING RESTRICTIONS ASPER ZONING ORDINANCE:
! 1 �� x\�� \ ! l ��� J >ll� �\ t l 29.1 1 I
NLF-60DNAIL FOUND '� \,��c��
� _ z5' SETBACK � ____ _�____ $�-� l -�.Ga j2 �q6 , � N SUBJECT PROPERTY ZONED: R-5
NLS-60DNAILSET J i 1� - - - -- \._�230.94' -___ 621„63--.._-.- ��L~" `31 B 3�7 4�1� \ � � t \�%/ 0tl 9 E X l / /// 11 J1Ij11IJ�ill�y� I�,p / MINIMUMSETBACx. 40'
ERR -EXISTING RAILROAD SPIKE I _ 17 0.73' _ - - I { ! `` \ l Z \ 19
--- S 88'09 58 W - \ ate. x \ e j \ / 9 / / 9 l \ ELEVATION 238 FeFr MINIMUMREAR YARD' XffNIMUMSIDEF YARD: 25
_ _ 342.36' _ _ _ _ - - _ x 1 ,1 - 296. do \
RRS -RAILROAD SPIKE SET S 89'09 50" W - ^ - - - 1353.84' TOTAL \ l `�� 1 ti l } } Ut -���r f ✓ f f / ZONE AE
44 L 1 FROM CENTER OF STATE ROAD: 70'
MP -MATHEMATICAL POINT (NOT SE I 1 37 ` \ ~�\ 4 i i 209 !t /
MNS - AM NAIL SET ROBER T A. JOSEPH A. '-" -- J-� � \ \ / P ��h�/i / I J I 11
s
1 1. t� � �� -� � 2 f �
r ROBER T A . I ROBER T A . I BL A CICWOOD, V i /� - • ��_y'�'0° 4 f I / / /i / / l % 1 f / FOR FURTHER INFORMATION CONTACT THE
1,� ET Ui1 MORA WSKI �� ���� � \ \� - � L J { // / // //j �J �� j 1/ f CHATHAMCOUNTYZONINGDEPARTIv=AT
J l f BLACKWOOD, D.9. 32.E PG, 60 D.e 504 PG 657 f L\\ _ I I I / / r
BLA CKWOOD, PLAT SK. 36, PG. 70 I PEAT ex 3s, Pc 70 I EC~�\\ \ _ \ / / // / �/J //// /� �/ /// r 919-542-8204.
j HELEN B. 1(R08ERT A. ET UX � oB 2. P 60 � /l! ��
[ STONE I B�. A CKYV OOZ?l PL B J23 PC
K. 36 PG.a70 i PLAT BK. 36, PG. 70- - ` \ f f , \`\\ \\
' I D.B- 680, PC,. 107,3 321.E �. \ I I \\ \\ \�� ✓T /
e �/ L _ ` J f ; l l f CONTROL TARGETS
t P.B. 26, PC. B2 I L T U/r I r 1 \ \ °ba / TARGET#1 N: 750113, 089 E: 1989088.171 EL: 267.669
1 0.8. W-T,, !'R 60 r• �l "1, �. - \ ` - r r
P.B. 36, PG. 70 'LbNC x r r'r ` 1 \ t 1\ l t, \11 \ ` g= f i TARGET#2 N. 750880, 774 X. 198979C. 621 EL: 251- 0s8
TRRGE'T#3 x: 751121.456 9: 1990944.067 EL: 265.948
l o
TARCE214 N. 750189.164 X; 2991226.288 EL: 247.653
/ 1 / TARGET'#5 N: 750453. 080 E: 1990545, 894 EL: 272,172
# �nI
r +~ r TARGET 6 ` ` ✓ TAPXET#6 W. 749537.997 E: 1989359.735 EL: 324.877
1 r�rr C D`�3Zn��s1,-� ' - SEtiR\
4b., 1e�� ` J/l jl f 1 ! _ TARGET#7 N: 748807.595 L: 1990733.300 EL. 269.539
\ \ \� pO f l TARGVT#8 N: 748816. 593 E: 1991294. 923 XI: 240.765
3 J 0 ` r 1 ! rf
r r J �! r �• _ 3B, R4 ti \` ') 5 1 l ! 30 A X306.\I///�I 19. ti
` -
� A PPDXRGGY.��.+r"1'rr N.
f S R. o p\ ROAD I
l \j � r
(L?\ (200' R/w) 80.41'1s­ _ t
3D . \/
y r
r �
r
APPROX RIW
LINE LEGEND:
PROPERTY LINE
PROPERTYL)NE (NOT SURVEYED) -- --� - - -- -- -- -
RIGHT-OF-WAY
RIGHT-OF-WAY(NOT SURVEYED) -- -'-- -
EASEMENT -
SETBACK -
CABLE TV LINE C
FIBER OPTIC LINE FO
GAS LINE G
POWER LINE E
POWER LINE (UNDERGROUND) UE
SANITARYSEWER PIPE SS
STORMDRAINPIPE SD
LINE DATA TABLE
LINE
HEARING
LENGTH
L1
S 86'18'03" W
115.97'
L2
N 03'40'15" W
199.99'
L3
INTENTIONALLY
OMITTED
L4
S 86'21'13" W
99.98'
L5
5 56*19'32" W
99.97'
L6
S 86'21'02" W
100.11'
L7
S 79'24'03" W
128.62'
L8
S 8011'06" W
131.99'
L9
S 66'51'39" W
44.95'
L10
S 67'01'26" W
68.95'
L11
S 67'09'33" W
132.26' TL.
L12
N 78'02'14" E
91.31,
L13
N 82'47'50" E
95.41'
AREAS
AKPAR 19573
66.548 ACRES
AKPAR 82088
3.493 ACRES
PLOTTED: 4/17/2009
G:\75\0\7 5028\75028, DWG
Land Planning
Landscape Architecture
Civil Engineering
Urban Design
150 Fayetteville Street
Suite 950
Cole lenest Raleigh, North Carolina 27601
Tel &Stone Fax [phone] 1819
www.colejeneststone.com
Susan
Hatchell
Landscape Architecture, PLLC
ARP ENGINEERINC
CONSULTING ENGINEERS
ENGINEERS
CHATHAM COUNTY
12 East Street
Pittsboro
North Carolina 27312
NORTHEAST
DISTRICT PARK
Big Woods Rd
Pittsboro
North Carolina 27312
Revised
CVOm2
The drawings, the project manual and the design shown
theron are instruments of CofeJenest & Stone, PA.. The
c reproduction or unauthorized use of the documents without
S' consent of CofeJenest & Stone, P.A. is prohibited. --Z11
Coldenest & Stone, PA. 2010
�J
c
c
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OF: CLASS P RIP RAP .OVER • a /
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......
CLEAA ACCUMULATED SEDIMENT
___-- 'EXISTING
-- -AND-DEBRIS FROM r�
CULVERT AND RESTORE OPERA110N'/
- EXISTING CULVERT
TO REMAIN i
GRADING PLAN NOTES
1. ON -SITE BURIAL PITS REQUIRE A PERMIT.
2, ANY GRADING BEYOND THE DENUDED LIMITS INDICATED ON
THE CONSTRUCTION DOCUMENTS IS A VIOLATION AND IS
SUBJECT TO A FINE.
3, GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED
EROSION CONTROL PLAN IS A VIOLATION AND IS SUBJECT
TO A FINE.
4. ALL FINAL CURB AND STREET GRADES AT INTERSECTIONS
SHALL BE COORDINATED WITH INSPECTOR,
5. ALL ROAD IMPROVEMENTS AT BIG WOODS ROAD (NCSR
1716) SHALL BE COORDINATED WITH THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION PRIOR TO
CONSTRUCTION.
6. APPROVAL OF CONSTRUCTION DOCUMENTS IS NOT AN
AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN
FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION
SHALL BE OBTAINED BY CONTRACTOR.FROM THE AFFECTED
PROPERTY OWNERS,
7. THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK,
OR BACKWASH CHANNEL IN AN UNOBSTRUCTED CONDITION
AND SHALL REMOVE FROM THESE AREAS ALL DEBRIS, LOGS,
TIMBER, TRASH, JUNK AND OTHER ACCUMULATIONS.
F -
8- ANY CONSTRUCTION OR USE WITHIN THE AREAS DELINEATED
AS FLOODWAY DISTRICT FRft',E BOUNDARY LINE OR
FLOODWAY DISTRICT ENCROACHMENT BOUNDARY LINE IS
SUBJECT TO THE RESTRICT10NS IMPOSED BY FLOODWAY
REGULATIONS.
9. ALL SIDEWALKS, STOOPS, TERRACES AND OTHER PAVED
AREAS SHALL SLOPE AWAY FROM BUILDING(S) AT 2.0%
MAXIMUM_
10. CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS
BEFORE CONSTRUCTION.
11. ALL SLOPES SHOULD BE TRACKED TOP TO BOTTOM AND
STABILIZED WITH NORTH AMERICAN GREEN C350, OR
APPROVED OTHER, STAKED TO MANUFACTURER'S
RECOMMENDATIONS, TOP SOIL PLACEMENT ON SLOPES
SHALL BE INSTALLED IN A BENCHED PATTERN.
STORM DRAINAGE SCHEDULE
FROM
8- ANY CONSTRUCTION OR USE WITHIN THE AREAS DELINEATED
AS FLOODWAY DISTRICT FRft',E BOUNDARY LINE OR
FLOODWAY DISTRICT ENCROACHMENT BOUNDARY LINE IS
SUBJECT TO THE RESTRICT10NS IMPOSED BY FLOODWAY
REGULATIONS.
9. ALL SIDEWALKS, STOOPS, TERRACES AND OTHER PAVED
AREAS SHALL SLOPE AWAY FROM BUILDING(S) AT 2.0%
MAXIMUM_
10. CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS
BEFORE CONSTRUCTION.
11. ALL SLOPES SHOULD BE TRACKED TOP TO BOTTOM AND
STABILIZED WITH NORTH AMERICAN GREEN C350, OR
APPROVED OTHER, STAKED TO MANUFACTURER'S
RECOMMENDATIONS, TOP SOIL PLACEMENT ON SLOPES
SHALL BE INSTALLED IN A BENCHED PATTERN.
STORM DRAINAGE SCHEDULE
FROM
TO
LENGTH
(FT)
SIZE
INV OUT
(FT)
INV IN
(FT)
SLOPE
(FT/FT
RIM (FT)
OS-G2
FES-G1
46
30 inch
272.25
272.00
0.0054
278.00
13143
DI-F2
93
18 inch
286.10
285.60
0.0054
289.00
DI-F2
FES-F1
113
18 inch
285.60
285.00
0,0053
289.00
DI-E3
CI-E2
26
15 inch
282.55
282.40
0.0058
286.00
CI-E2
FES-El
31
15 inch
282.20
282.00
0.0065
286.40
CI-D3
CI-D2
65
15 inch
282.50
282.15
0.0054
284.76
CI-D2
FE5-D1
20
18 inch
282.15
282.00
0.0075
2.95.45
01-C2
FES-Cl
49
15 inch
290.50
289.50
0.0204
294.00
DI-B7
DI-136
88
15 inch
285.50
284.90
0.0068
290.50
DI-66
DI-65
51
15 inch
284.70
284.30
0.0078
289.00
DI-135
MH-133
61
15 inch
283.00
280.55
0.0402
286.50
D1-64
MH-63
115
18 inch
279.20
278.10
0.0095
281.25
MH-63
MH-132
115
18 inch
2777.90
276.26
0.0143
286.50
MH-132
FES-131
12
24 inch
276.06
276.00
0.0050
279.50
ST-A3
MH-A2
122
24 inch
277.00
273.20
0.0311
1 281.fl0
MH-A2
FES-Al
54
24inch
273.00
272.00
0.0185
1 286.00
ALL PIPE TO BE CLASS III RCP UNLESS OTHERWISE NOTED
* CLASS IV RCP
CI =
CURB INLET
DI =
DROP INLET
MH
= MANHOLE
FES
= FLARED END SECTION
ST =
SLAB TYPE CATCH BASIN
OS
= OUTLET STRUCTURE
(SI/C � SI R. N0.
WO OD 72(200Y , ,
LINE CHANNEL WITH 1,400 SF _
OF CLASS B RIP RAP OVER
TYPE 2 FILTER FABRIC
Vs / W) (18" DEEP)
27
-D
VICINITY MAP N.T.S.
TOPOGRAPHIC AND BASE INFORMATION OBTAINED FROM R.B.
PHARR AND ASSOCIATES, P.A, THIS INFORMATION WAS
ORIGINALLY ISSUED AND SEALED BY DARYL D. KASEMAN, NORTH
CAROLINA PROFESSIONAL LAND SURVEYOR SEAL: L-4559, ON
04/15/2009.
LEGEND (GRADING AND DRAINAGE)
SYMBOL DETAIL
PROPOSED CONTOUR /-
A7 PROPOSED INDEX CONTOUR -/-
100.00 PROPOSED SPOT ELEVATION -/-
PROPOSED HIGH POINT -/-
-- - PROPOSED DRAINAGE SWALE -/-
PROPOSED STORM DRAINAGE 9/CV8.1
C8
PROPOSED CATCH BASIN NCDOT STD_
840.02/840.03
oI
PROPOSED DROP INLET NCDOT STD.
840.14/840.16
STGB
PROPOSED SLAB TYPE CATCH NCDOT STD_
BASIN (OPEN ON 4 S€DES) 840.04
MH
PROPOSED MANHOLE NCDOT STD_
840.52/840.54
PROPOSED SIDEWALK 1/CV8.1
PROPOSED GRAVEL 6/CV8.0
AND RIPRAP APRON
Land Planning
Landscape Architecture
Civil Engineering
4i> Ur&an Design
150 Fayetteville Street
Suite 950
(ColeJenest Raleigh, North Carolina 27601
Tel
& Stone Fax [phone] 18119
www,colejeneststone.com
Susan
Hatches!
Landscape Architecture, FLLC
ARP ENGINEERINC
CONSULTING ENGINEERS
ENGINEERS
CHATHAM COUNTY
12 East Street
Pittsboro
North Carolina 27312
NORTHEAST
DISTRICT PARK
Big Woods Rd
Pittsboro
North Carolina27312
Revised
rur�
J
She&, i_ .��
........• STD
27\ Q6,QT Z,
Le SEAL
y C-1361 -�
O Q C-10 ZF
_`'
SCALE: 1" = 30'
0 15 30 60
CV4n0
The drawings, the project manual and the design shown
theron are instruments of ColeJenest & Stone, PA.. The
reproduction or unauthorized use of the documents without
consent of ColeJenest & Stone, P.A. is prohibited.
ColeJenest & Stone, PA. 2010 @G