SW8010628_APPROVED PLANS_20011105

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW��,�
DOC TYPE
❑CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

COLLEGE PARK°i
M8 14 PG 58
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I — � 20' DRVNAGE i=ASE'bfENr — — �
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G_f4_W_w (GYP.) 90'-8" 27'
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CXXLEGE PARK SECTION 4
MB 18 PG 39
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— — I� _------- -- - - - - - -I J - - - - - li II r - - - - - Z J ASPHALT PAVEMENT
L J L J L J
• C3 SEE SYMBOL ) ON PLAN FOR LOCATION
I
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I 1 unLITY I 2 SPEED
�G�(O OF 5
/�0 24' 24' 24' ,�C TRANSFORMER
+ 1028.21' TO R W I `� ' '06 ' S
FAIRWAY DR_
i N54'20'37"E 400.85'
— . . . . . NEW . SIDEWALK EASEMENT — — T - — - — . — . — , — — . — - — , — . — . — . . . �_ .
S5 SS --
8" W 8" w 8" W 8" W 8" W
COMMERCE ROAD W R/W (NCSR 17=
QCapyright 1999 Ross/beckard Architects, PA
STAKING PLAN
30, 0 30, 60,
{ IN FEET
I Inch = 90 it.
RAISED
ASPHALT SPEED BUMP
(PROVIDE SLOT FOR DRAINAGE)
I _ 2' -0n _ I
r
NOT TO SCALE
Malting Address: P.O. Box 98044, Raleigh, North Carolina 27624--8044 Street Address: B320 Litchford Road Suite 114, Raleigh, North Carolina 27615 E-•MaO: Rossdeck®aol,com Fax: [phone] Phone: [phone]
VICINITY MAP (NO SCALE)
SITE
COMMERCE RD o m
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of 3
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US 17 a
SITE DATA
ZONING: CURRENT=R-7; PROPOSED=TCA
LOT SIZE: 4.05 AC.
USE: MULTI --FAMILY
BUILDING SQUARE FOOTAGE:
AREA COVERED BY EACH 2-BR BUILDING: 4650 SF-- 61_06 70
AREA COVERED BY EACH 3-BR BUILDING: 5722 SF P)Lf) -, $,
NUMBER OF LIVING UNITS/BUILDING: 8
AREA OF PAVED DRIVES AND PARKING:
NUMBER OF PARKING SPACES REQUIRED: 66
NUMBER OF PARKING SPACES PROVIDED: 77
NUMBER OF HANDICAP SPACES PROVIDED: 4
TOTAL IMPERVIOUS SURFACE AREk 66,728 SF
MAXIMUM ALLOWABLE LOT COVERAGE:
PERCENTAGE OF LOT COVERED BY BUILDINGS (FLOOR AREA RATIO): 16%
PERCENTAGE OF IMPERVIOUS SURFACE AREA: 38%
LOCATION: JACKSONVILLE, NORTH CAROLINA
STAKING NOTES
1. WRITTEN DIMENSIONS PREVAIL OVER GRAPHIC. DO NOT SCALE
DRAWINGS UNLESS OTHERWISE NOTED.
2. TYPICAL DIMENSIONS
WALK WIDTH: 5'-0" (UNLESS OTHERWISE NOTED)
PARKING SPACES: 9'-6%V X 191
DRIVE WIDTHS: 24'-•0'
3. DIMENSIONS ARE MEASURED TO THE EDGE OF PAVING/EDGE OF
BUILDING FOUNDATION.
4. THE SURVEYOR SHALL CHECK THE BUILDING LAYOUT FO THE PROPER
SETBACK FROM THE PROPERTY LINES. RIGHT-OF-WAY EASEMENTS, AND
SETBACKS. UPON THE DISCOVERY OF ANY DISCREPENCY. THE CONTRACTOR
MUST NOTIFY THE ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION.
5. BOUNDARY INFORMATION IS BASED ON INFORMATION TAKING FROM A SURVEY
GAIRY CANDAY SURVEYING FOR REGENCY DEVELOPMENT ASSOCIATES, DATED
DECEMBER 12, 1998.
6. THIS PROPERTY DOES NOT LIE IN A FLOOD HAZARD ZONE ACCORDING TO
FEMA MAP# 370178-00068. ZONE "C".
7. DIMENSIONS TO THE BUILDING ARE TO THE OUTSIDE FACE OF THE BUILDING
AT THE FINISHED GRADE.
8. ALL DRIVE PAVING RADII AR A MINIMUM OF 5' UNLESS OTHERWISE NOTED.
RADII TO THE PUBLIC ROAD ARE 25'.
9. ALL RADII AT WALK INTERSECTIONS ARE 3' UNLESS OTHERWISE NOTED.
10. CONCRETE SIDEWALKS ARE 6-0" WIDE UNLESS OTHERWISE NOTED.
LEGEND
. — — PROPERTY BOUNDARY/RIGHT OF WAY
1 I�
— — BUILDING/DEVELOPMENT SETBACKRECEIVED
� � ���
- - - ROAD CENTERLINE
DRIVEWAY CENTERLINE NOV 0 1 2001
-- — EXISTING DITCH LINE DWQ
UC Z _
X X PERIMTER FENCE — SEE DETAIL,p9FIE 1 U-4
C3 UTILITY TRANSFORMER
HANDICAP PARKING SPACE W/SIGN
(SEE SHEET C--4 FOR HANDICAP SIGN DETAIL)
E3— YARD LIGHTING (BY CP&L)
WG DENOTES HANDICAP UNIT
ARROW INDICATES DIRECTION OF TRAFFIC FLOW
t#wl... INDICATES PAINTED STOP BAR W/ STOP SIGN
rLss/
7466
o1\41
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FENNER & PROFFITT,INC.
CONSULTING ENGINEERS
P.O. Box 1265
125 W. Barnes Street
Vilson, N.C. 27893
[phone]
[phone] fax
[e-mail]
JOB 99005
Heatherton Park
Limited
Partnership
Heatherton
Park
Jcsc€csonville, NC
1-092M
APPnuvviz�
L'iVI3ION Uf WA1.It G
II}at� 5N0V 2t v
6"jim afar Penns! No. 56c8 01 CY? Z 2T
DWQ Comments
15 October 2001
n4 DWQ Comments
25 September 2001
Erosion Control
28 June 2001
® ASI #1
09 May 2001
Q Site Plan Approval
25- February 1999
DATE: 15 February 1M
w ISSUED FOR: Ewe PNn FlrAm
Staking Plan
C-1
SHEET I or 6
TOTAL SHEETS N SET
DRAWN BY. MN
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GENERAL NOTES
CONSTRUCTION SEQUENCE III
z
rt DITCH
= 39.45�,
COLLEGE PARK
MS 14 PG 58 rt DITCH
zoNlNc: R-7 = 40.15i ��� / 1 i
TEMPORARY SEDIMEN
T TRAP
DrrCH fLDTCH I I VOLUME=6,500 CF/445
.r
AREA=60'x60'
O10=5.5 CFS
Xi _ _- W35-41�3-----X
- - X _35--TREE- PROTECTION -AREA -_ - -- -
- - - - - - 47 PERMANENT RETENTION BASIN
42 � - / � � 46 � _ _ � _ � � - _ _ __ 47 - - _ � ` � 45 - � � � \ I SURFACE
AREA=7,500 SF
TOTAL ~CF
X- X I I I OUTLET PIPE SIZE=18" CMP
wAL� - I ! I (11 CFSO1 %)
w
o I II
FOR 41. 5 I#+ � 2 C �
EXIST. 20' DRAINAGE ( c��/ /, \ P-RAP a I I !
/ ^ ALE � 6 EMERGENCY SPILLWAY
de UTILITY EASEMENT x < ` `� ! \ 43.20 � ao I � i I ELEV-43.00
2.70y Ati�TiCiY I I FLARED END SECTION
r OUTFALL 0 40.25
X5 b L I I (RIPRAP AT OUTLET)
25
O THERE ARE NO EXISTING AREAS OF ENVIRONMENTAL
CONCERN PRESENT ON THIS PROPERTY.
(� TREE PROTECTION SHALL BE IN PLACE PRIOR TO ANY
V LAND DISTURBING ACTIVITIES - SEE LANDSCAPING PLAN.
(� PROPERTY MANAGER SHALL PROVIDE GENERAL
MAINTENANCE TO PERMANENT RETENTION POND
INCLUDING BUT NOT LIMITED TO THE FOLLOWING:
GENERAL LAWN CARE/MOWING, REPAIR/REPLACEMENT
OF RIP-RAP/OUTLET PIPING, BANK STABILIZATION, ETC.
® WETLANDS PLANTING AT VEGETATED SHELF SHALL
CONSIST OF THE FOLLOWING:
UPPER 5' AREA - CAREX GRACILIS (SEDGE), HIBISCUS
MOSCHEUTOS (ROSE MALLOW), PANICUM VERGATUM,
HAENSE HERMS (RED SWITCH GRASS) MIXED AND
PLANTED AT A RATE OF (1) PLANT PER SQ. FT.
LOWER 5' AREA - JUNCUS EFFUSUS (COMMON RUSH)
AND POLYGONNUM CUSPIDATUM (SMARTW£ED) MIXED
AND PLANTED AT A RATE OF (1) PLANT PER SQ. FT.
LOWER LEVEL CORNERS - SCRIPUS VALIOUS (SOFTSTEM
BULLRUSH) PLANTED AT RATE OF (1) PLANT PER 4
SQ. FT.
ti I r
. + , 8.75 10 25 o I I PARK SECTION 4
\43.oa
` .75 + \ 2.2 ' I I I I MB 18 PG 39
x + � \,} • + I ZONING: R-7
I I •\`�S , _ I OUTLET STUCTURE.PERMANENT SEEDING SCHEDULE.
\ I I ! I SEE SHEET C--5.
42.E43.30 �j `♦ II I I
- - _ CURB CUT I 4 I+ , ' i I I I SEEDING MIXTURE
43
0) WW 1 i! IIII SPECIES RATE (LB/ACRE)
10-20 LB[ACRE (SEED) OR
43.2 wr
+ I I I 1 CENTIPEDEGRASS 33 BU/ACIIRRE (SPRIGS)
I f \ I f
N L,.! / r J 9 . 44 11 SEEDING DATES
dMa -- - `� � � �----�-_--- --� a• -_ 4+25 / / � �, /�� + III � MAR. -JUNE
43.50
co i �. Lo
w _\.� v \ • / III I / (SPRIGGING CAN BE DONE THROUGH DULY WHERE WATER IS AVAILABLE
EL w `z r 43.35+ - - - - - - - - - J
00 I __� / FOR IRRIGATION.)
I
N ,� � r �43. e
, - i��
I 1 --� / ♦' + SOIL AMENDMENTS
4525
m 3I 1 r 43.4U + / I
� fl I �• -- APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS,
o x / ; ®� ;.� I f OR APPLY 300 LB/ACRE 10-10-10.
°�. '� " � I I SPRIGGING
I CURB C + !
I +_ _ +43,80 gyp/ 0 I PLANT SPRIGS IN FURROWS WITH A TRACTOR -DRAWN TRANSPLANTER,
a I OR BROADCAST BY HAND.
SWALE + H-3:0 i . , �� M ROASEY (VACANT
+43.
Z I IDB 652 PG 257 FURROWS SHOULD BE 4•--6 INCHES DEEP AND 2 FT APART. PLACE
r - I ZONING: TCA SPRIGS ABOUT 2 FT APART IN THE ROW WITH ONE END AT OR ABOVE
LEVE ✓ ` I I L.
�n + 44.50
CURB CUT ` ` .75+�� + ` I BROADCAST AT RATES SHOWN ABOVE, AND PRESS SPRIGS INTO THE TOP
- •- I 1 -� j + 1. .41 x I 1/2-2 INCHES OF SOIL WITH A DISK SET STRAIGHT SO THAT THE SPRIGS
\ I ARE NOT BROUGHT BACK TOWARD THE SURFACE.
Ln I I
�J �� -- a a I 4+50 r7 r� l i
- 1 1 L _ _ S
+ + 144.50 I 4 MULCH
+ ° �+ 44.70
I DO NOT MULCH.
L - J - - ie 1 1FF..45.aoi _ I MAINTENANCE
- •; 1 # I_ 1 3 I I
I I 1 LU
'\
.75 ' -1 _ I I FERTILIZE VERY SPARINGLY - 20LB/ACRE NITROGEN IN SPRING WITH
� NO PHOSPHORUS. CENTIPEDEGRASS CANNOT TOLERATE HIGH PH OR
EXCESS FERTILIZER.
w� L - - - -
�o I ----- ----- CUT 9" .7 1 + I
REI
r , 44 95 +44.4$ 44 35 44 50 \ f - . - ... _ .. _ ....+ \ 44-5Q I �i
+ 9" 44.95 44.50 I LEGEND
x �
SWALE 44.45 + 45.25
419
+/- 1028.21' TO R/W I �o �c� ----- ---• - TEMPd GRAVEL PROPERTY BOUNDARY/RIGHT OF WAY
FAIRWAY DR_ I jo o CONS U TION ENTRANCE / - - 44- EXISTING GRADE CONTOURS
_ - _ _ - �_ gyp,___..- - . • •° n - a e. - - y - - -_ _ .. .. .- 42
N544.22nrE - oo:s5r�-� � _ , - - - - -- - _ - - - - - -41 4� FINISH GRADE CONTOURS
42 ---------------� - - - -- --- - �4 _ -__- � _-- - - - - - - --------._-42-
44 - - -=- . ` - GRASS LINED SWALE
__-
8" w - 8- W - 8" w s" W 8o W - - 44 r00.00 SPOT ELEVATION TO FINISH GRADE
- - - - - - - - - - - - - - - - - - - - - - - - - - - _X SILT FENCE
COMMERCE ROAD W RIW (NCM 17=
TEMPORARY SEDIMENT POND - SEE
DETAIL, SHEET C--5
�� TEMPORARY CONSTRUCTION ENTRANCE -
�� MINIMUM WIDTH SHALL BE WIDTH OF
` o OF FUTURE DRIVE OR 12', WHICHEVER
IS GREATER, AND NOT LESS THAN
GRADING DRAINAGE AND EROSION CONTROL PLAN no
0 30, 60, 50 LONG.
C2 C
( IN FEET } APPROXIMATE DOWNSPOUT LOCATION
I inch = 30 ft.
1. OBTAIN GRADING PERMIT
2. INSTALL GRAVEL CONSTRUCTION ENTRANCES, TEMPORARY DIVERSIONS,
ONLY AS NECESSARY TO INSTALL THESE DEVICES, PROTECT ALL EXISTING
VEGETATION TO REMAIN IN PLACE.
3. OWNER SHALL MAINTAIN ALL PERMANENT EROSION CONTROL DEVICES AFTER
CONSTRUCTION HAS BEEN COMPLETED TO ENSURE THAT NO ACCELERATED
EROSION TAKES PLACE.
4. CONTACT THE CITY OF JACKSONVILLE FOR AN ONSITE INSPECTION, IF
APPROVED, BEGIN CLEARING AND GRUBBING.
5. INSTALL TEMPORARY SEDIMENT POND.
6. MAINTAIN DEVICES AS NEEDED, ROUGH GRADE THE SITE.
7. STABILIZE THE SITE AS AREAS ARE BROUGHT UP TO THE FINISHED
GRADE WITH VEGETATION, PAVING, MULCH OR STRUCTURES.
8. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED
COMPLETELY, CALL FOR AN INSPECTION.
9. IF THE SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT
FENCING, SEDIMENT BASINS, ETC., AND SEED, OR PAVE ANY RESULTING
BARE AREAS.
GRADING NOTES
1. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL
PHASES OF CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN
STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING
CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION.
2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN
PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR
PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FIFTEEN (15) DAYS
AFTER WORK HAS CEASED,
3. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY
(7) DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF
INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED
4. CLEAR THE AREAS TO BE GRADED OF ALL VEGETATION.
5. STRIP ANY TOPSOIL TO THE FULL DEPTH IN THE AREAS TO BE GRADED
AND STOCKPILED, REDISTRIBUTE TOPSOIL EVENLY OVER THE NEW LAWN
AREAS UPON THE COMPLETION OF CONSTRUCTION,
6. PROTECT ALL TREES BEYOND THE LIMIT OF GRADING LINE FROM ANY
GRADING OR EQUIPMENT DISTURBANCE.
7. COMPACT ALL FILL AREAS TO A MAXIMUM DENSITY AND MOISTURE
CONTENT: WITHIN STRUCTURE AND PARKING AREAS -- 95% OF MAXIMUM
DRY DENSITY, WITHIN PLANTING AREAS - 90% OF MAXIMUM DRY DENSITY.
REEFER TO SECTION (SPEC 02200) OF THE PROJECT MANUAL FOR ADDITIONAL
AS NECESSARY.
8. ALL BANKS AND SWALES SHALL BE SIDED WITH NO GREATER THAN A 3:1 SLOPE.
9. ALL GRADING MUST HAVE ADEQUATE SURFACE DRAINAGE SO THAT NO
STANDING WATER, PUDDLES, OR WET LAWN AREAS OCCUR. THE CONTRACTOR
SHALL CORRECT ALL SUCH AREAS.
10. SPOT ELEVATIONS ARE TO THE FINISHED GRADE.
11. EXISTING TOPOGRAPHIC INFORMATION IS BASED ON A SURVEY BY GAIRY CANADY
CANADY SURVEYING, FOR REGENCY DEVELOPMENT ASSOCIATION DATED
DECEMBER 12, 1998.
I TEMPORARY SEEDING SCHEDULE I
WINTER AND EARLY SPRING -SEEDING DATES: DEC. 1 - APRIL 15
SPECIES RATE (LB/ACRE)
RYE - GRAIN 120
*ANNUAL LESPEDEZA (KOBE) 50
*OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT
TO EXTEND BEYOND JUNE.
SUMMER SEEDING DATES: APRIL 15 - AUGUST 15
SPECIES RATE (LB/ACRE)
GERMAN MILLET 40
FALL - SEEDING DATES: AUGUST 15 - DEC. 30
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH
ASPHALT, NETTING OR MULCH ANCHORING TOOL. A DISK WITH BLADES
SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE - WINTER - SUMMER
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE
AND MULCH IMMEEDAATELY FOLLOWING EROSION OR OTHER DAMAGE.
MAINTENANCE - FALL
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH
50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND
TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE
KOBE (PIEDMONT AND COASTAL PLAIN).
QCopyright 1999 Rnss/Ueckord Architects, PA Mailing Address: P.O. Box 9B044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Latchford Road Suite 114, Raleigh, North Carolina 27615 E-Mail: [e-mail] Fax: 919.875,9200 Phone: [phone] BOSS
':1 ij 1, :I r� i it t+�� y,. - i 1 'l,. t�+9i .{. ,.i .. -• - I
tits '�
f a SEAL
>< 74 6
y N
M
FINER & PROFFrrr,INC.
CONSULTING ENGINEERS
P.O. Box 1265
125 W. Barnes Street
1iilson, N.C. 27893
[phone]
[phone] fax
fenprof®zdnetmaU.com
JOB 99005
Heatherton Park
Limited
Partnership
Heathedon
Park
Jacksonville, NC
0-�
DWQ Comments
15
October 2001
Q4
DWQ Comments
25
September 2001
®
Erosion Control
28
June 2001
®ASI#1
09
May 2001
1�
Site
Plan Approval
25
February 1999
DATE: 15 February 1M
r ISSUED FOR: Me Plan PorykMf
Grack g, Drainage
and Erosion Control
Plan

3
NEW MH "D"
& LMLITY MEµ^�M
8_w
l
+/- 1028.21' TO R/W
COLLEGE PARK
MB 14 PG 58
/
ZONING: R-7
4355'44"W 335.1
1
X X X X X X X X X X X X X X X X X
I—
z
PAW SECTION 4
MB 18 PG 39
ZONING: R-7
1 hl
x 0I
00
x RAMSEY (VACANT)
I DB 652 PG 257
ZONING: TCA
I
x
I
I
x
I
I
x
I
x I
I HYD. 4 1107
8" W Be W 80 W 8" W 8" W
- COMMERCE ROAD w RIW (NCSR 1705)
1 UTILITY PLAN
30, 0 30, 60,
{ IN FE'S'P )
i inch = 30 it.
STATIC PRESSURE - 40 PSI
RESIDUAL PRESSURE - 30 PSI
FLOW - 1289 GPM
FH (EXIST.)
Cr_
GENERAL NOTES
ALL UNDERGROUND UTILITY CONSTRUCTION SHALL BE INCLUDED IN THE SCOPE
V OF OVERALL SITE DEVELOPMENT UNLESS SPECIFICALLY NOTED ON THE PLANS
TO BE PROVIDED BY OTHERS.
OCONCRETE PAD FOR UTILITY TRANSFORMER TO BE FURNISHED AND INSTALLED
BY CAROLINA POWER & LIGHT COMPANY.
OALL NEW WATER AND SEWER LINE CONSTRUCTION SHALL BE INSTALLED IN
ACCORDANCE WITH THE CITY OF JACKSONVILLE STANDARD SPECIFICATIONS
CONTACT CITY PUBLIC UTILITIES DIRECTOR PRIOR TO BEGINNING WORK.
® 8" TAP AND VALVE AT EXISTING 8" D.I. WATER LINE TO BE PROVIDED BY UTILITY
CONTRACTOR.
OPROVIDE DRAIN AT DUMPSTER PAD, 12"x12' NOMINAL GRATE WITH REMOVABLE.
DEEP SEDIMENT BUCKET, 4" BOTTOM OUTLET, CAST IRON CONSTRUCTION.
EXTEND 4" CAST IRON PIPING TO BUILDING WASTE LINE AS SHOWN.
/1 CONNECT TO PLUMBING WASTE 5'-0" OUTSIDE BUILDING LINE, FOR
CONTINUATION, SEE PLUMBING DRAWINGS.
OPROVIDE 1 1/20 WATER METER AND METER BOX FOR WATER SERVICE TO COMMUNITY
BUILDING.
®PROVIDE STANDARD "BLOW —OFF" ASSEMBLY WITH 2" VALVE AT END OF 8" WATER
MAIN IN ACCORDANCE WITH CITY OF JACKSONVILLE STANDARD SPECIFICATIONS.
WATEPISEWER NOTES
WATER MAINS SHALL BE SEPARATED AT LEAST TEN FEET LATERALLY UNLESS:
LMRAL SEPARATLON, FROM SEWER LINES:
1. THE MAINS ARE IN SEPARATE TRENCHES WITH THE ELEVATION OF
THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES HIGHER
THAT THE ELEVATION OF THE TOP OF THE SEWER.
2, THE WATER MAIN IS LOCATED ON A BENCH OF UNDISTURBED EARTH
OF THE SEWER TRENCH AND WITH THE ELEVATION OF THE BOTTOM
OF THE WATER MAIN AT LEAST 18 INCHES HIGHER IN ELEVATION
THAT THE ELEVATION OF THE TOP OF THE SEWER.
CROSSING SEPARATION FROM SEWER LINES:
1. WATER MAINS CROSSING OVER A SEWER SHALL BE (BOTTOM OF
WATER MAIN TO TOP OF SEWER) SEPARATED BY AT LEAST 18
INCHES UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN 18
INCH VERTICAL SEPARATION IN WHICH CASE BOTH WATER AND
SEWER MAINS SHALL BE CONSTRUCTED OF DUCTILE IRON
WITH JOINTS MEETING WATER MAIN STANDARDS FOR A DISTANCE
OF AT LEAST 10 FEET ON EACH SIDE 0 THE POINT OF CROSSING.
2. WHEN WATER MAINS CROSS UNDER A SEWER, BOTH MAINS SHALL BE
CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT
TO WATER MAINS STANDARDS FOR A DISTANCE OF TEN FEET ON
EACH SIDE OF THE POINT OF CROSSING. ADDITIONALLY, THE SECTION
OF WATER MAIN °IPE SHALL BE CENTERED AT THE POINT OF CROSSING.
LEGEND
PROPERTY BOUNDARY/RIGHT OF WAY
INDIVIDUAL WATER METER — ONE TO EACH UNIT
—�— INDIVIDUAL WATER METER — TO COMMUNITY BUILDING
—Be w EXISTING 8" WATER LINE
Ss EXISTING SANITARY SEWER LINE
SS NEW SANITARY SEWER LINE
Bull NEW 6*/8" DUCTILE IRON WATER LINE
NEW COPPER WATER SERVICE (TYPE "K", SEE PLAN FOR SIZE)
EJE NEW UNDERGROUND ELECTRIC SERVICE (BY CP&L)
I M METER BASE
wt NEW FIRE HYDRANT/VALVE
FH
CI UTILITY TRANSFORMER (BY CP&L)
0 NEW 8" GATE VALVE
INDICATES NEW UTILITY EASEMENT OVER WATER
_ — 20 * AND SEWER LINES; INCLUDES METER BOXES
MANHOLE SCHEDULE
MARK
TOP ELEV.
INV IN
INV OUT
REMARKS
MH "A"
44.32
-
40.64
MH "B"
44.50
-
40.80
MH "C"
43.67
40.00
39.90
MH "D"
VERIFY
39.35
39.25
CONSTRUCT NEW MANHOLE
EXISTING SEWER
SEAL
7466
PiNA
FENNER & PROffM,INC.
CONSULTING ENGINEERS
P.O. Box 1265
125 W. Barnes Street
Wilson, N.C. 27893
[phone]
[phone] fax
[e-mail]
JOB 96006
Heatherton Park
Limited
Partnership
Heatherton
Park
Jacksonville, NC
1»�
®
DWQ Comments
15 October 2001
4
DWQ Comments
25 September 2001
8
Erosion Control
28 June 2001
®
AS] #1
09 May 2001
1Q
Site Plan Approval
25 February 1999
• DATE: 15 Fabrulry I=
ISSUED FOR: BM PI■n Fjw4W
Lfy Plan
C-3
SHEET 3 Or ! DRAWN BY. 7LN
TOTAL SHEETS IN SET CHECKED BY: DW
@Copyright 1999 RosslVeckord Arrhftects. PA
Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Litchford Road Suite 114, Raleigh, No th Carolina 27615 E—Mail; Rossdeck®aol.com
Fax: [phone] Phone: [phone]
Det*w-afAr"oeft PA

SEE PLAN FOR LOCATION
d4 .
°
e
<
d
d
e
d
CUT JOINTS 5'-0" O/C
1 /4" WIDE x 1 /4 DEPTH
OF CONIC THICKNESS
PLAN
1 /2" EXPANSION
JOINTS 35' O.C.
PROVIDE 1:50 CROSS SLOPE CONCRETE WALK 4'
UNLESS NOTED OTHERWISE THICK UNLESS
FINISH GRADE NOTED OTHERWISE
�r
NN
A
COMPACTED EARTH
NOTE:
PROVIDE 1 /2" BITUMINOUS MATERIAL
IN EXPANSION JOINTS
SECTION
CONCRETE WALK DETAIL
SMOOTH lo
TRANSITION 4'-0"
TO ORIGINAL SHOULDER
GRADE
5 1/2!'/FT. 1 le/ET.
NOT TO SCALE
CL DRIVEWAY
24' —0"
1. 12'-0"
1 /4" /FT.
\
I COMPACTED SUBGFADE
1
4 DRIVEWAY SECTION
1 C 4SCALE: , /4" _ , ,-0"
4' —0" 3' —4" 4' —0"
I
PLAN
SCALE Ile = 1'-0"
SEC-nON
SCALE 1" = 1'-0"
7 WHEELCHAIR RAMP DETAIL
C lIC41 SCALE AS NOTED
CHAMFER 3/4___� 17___N
s"
12"
TO SAN
1 1/2" NCDOT TYPE "I-2"
SURFACE COURSE
21/2"TYPE "H"
BINDER COURSE
�-- 8" NCDOT TYPE "ABC" COMPACTED STONE BASE
2" LINE POS-
FENCE FABRII
STRETCHER WI
CONCRETE ENCASEMEN
YARD GRADE
FENCE DETAIL
1 C SCALE : 1
5' -O„
(2) #4 BARS - CONTINUOUS
1:50 4" CONCRETE WALK
M
2 SIDEWALK/CURB DETAIL
1 C y
SCALE: 1" =1 ' —O"
SEE DETAIL 4 FOR ADDITIONAL INFORMATION
CI ^r%n r1MA IA, IrNV All Y4 4 tl r% A r+Y /tl0° T/1mN
8'-0" 1 6'-°" 1
12" PLAN
d"
8" fi" 4'— 10" [6" 8"
SECTION
/* 5 SINGLE DUMPSTER PAD DETAIL
C 1 C SCALE: 1 /2" =1 ' -0"
00
I
0
6" (MIN.) 8„ 3" 2" REFERENCE DIMENSION
1 /2 FT h`lir 1 1�" NCDOT TYPE "I-27
SLOPE SURFACE COURSE
F� I
a 2lb" TYPE "H„
l BINDER COURSE
o1J ,
0
° r j
YARD FILL C°' �'� ° /� �� f B NCDOT TYPE
`gin°C "ABC" STONE BASE
E/c,
1 �. ° `�
1 0 0 0 1
X,
X, X,
�a \; \�c�<
% /// //� ///�/�/ /// ��/ �// /// \// �/, ��/ /// N/� //� COMPACTED S U BG RAD E/
/\\��\\/\\\'\\\'' /\Nj�\ j j�\` STRUCTURAL FILL
EDGE OF PAVEMENT DETAIL,
HANDICA
1C4
NOT TO SCALE
:AP SIGN IN ACCORDANCE
FDA ACCESSIBILITY GUIDELINES.
NITH
IOVABLE BOLTS
DE PAINTED
;T
CONCRETE
P SIGN
SCALE: 3/4' =1 -0"
7.5"
#3 REINFORCING RODS #4 REBAR TO BE CENTERED
Z- AND AT 1'-O" FROM EITHER
END OF WHEEL STOP
C O
it
WHEEL STOP TO BE PRE -CAST II
3000 PSI CONCRETE, 7'-0" LONG II
II
II
II
11
ul
WI -EEL STOP DETAIL
SCALE: 1 lb" = 1'-0"
I
A�jlLSS-1*4%
SEAL
7466
ewool,nr
Nh 01"'PI
wt)b 0
,qmFP
FENNER & PROFFITTJNC.
CONSULTING ENGINEERS
P.O. Box 1265
125 W. Barnes Street
Wilson, N.C. 27893
[phone]
[phone] fax
[e-mail]
Heatherton Pork
Limited
Partnership
Heatherton
Park
Nirr,
DATE: 15 FebRNry 1=
JISSfEDEO R:: 916e Plan Re41ew
Site Deters
C-4
SHEET 4 OF 6
DRAWN BY: S.N
TOTAL SHEETS IN SET
CHECKEq BY: DW
t�Copynght 1999 Rass/17eckord Architects, PA Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Litchford Road Suite 114, RaleigK, North Carolina 27615 E—Mail: ROSsdeck0col.COrn Fax: [phone] Phone: [phone] �� L/CG.kBrd/`!/ c//Iler~ PA

E. GuEiZALIL.
r- PUBLIG HIGH I -OF-WAY
S" MIN. STONE DEPTH—
oopo �� na O .0000po/�p o 00 ooparl poOpa�jo b° �OpoOo0�0o
TOP OF OOo"�oO.Ox�o, 00000000000" op=ooa0 OHOo opt o000000°00o OOJoo
EXISTING GRADE 0 D66 o0 ° 00000 °(�Q° " oopo0 "Oo0°Qo(�oopo0 �oopa0
/ O Ov000po0 OOoO oOo0�0 g000 00000 00 0000 _o0000 00
..0 ° O 00 o --.o
FUTURE DRIVEWAY ----T1T-=TTT--=ITT=—TTOO—
IT�=T�r-==�TrO-
=1 -O I_ -I OI i I==1_-=1I -FE
=
I I-= -I I _- -1 11-- I l l 1 4 ==14 4- _=i i I i-i
I_ -I -I 1 I-
- - - - - -
NOTE;
1. THE MINIMUM WIDTH OF THE CONSTRUCTION ENTRANCE
IS TO BE 12' OR THE WIDTH OF THE FUTURE DRIVE,
WHICHEVER IS GREATER, AND FLARED TO 25' AT ROAD.
2. THE ENTRANCE MUST BE MAINTAINED TO PREVENT
SEDIMENT FROM BEING DEPOSITED ON THE PUBLIC RIGHT
OF WAY.
3. PERIODIC WASHING OR TOP DRESSING OF THE STONE
SURFACE MAY BE REQUIRED.
4. FOR STONE MATERIALS, USE MSHA SIZE �CRUSHED
2 (21/2„TO 1")
OR AASHTO #MAB, SIZE #2 (21/2TO 1 1�"STONE.
�- TEMPORARY CONSTRUCTION ENTRANCE
NOT TO SCALE
ELEV = 43.50
ELEV = 43.00
OVERFLOW TRASH
EMERGENCY SPILLWAY
DISCHARGE RACK
ELEV = 42.50 V.
TEMPORARY POOL —
ELEV = 41.75 4" PVC
_ t
PERMANENT POOL r ELEVATION AT TIP OF PVC PIPE
x MUST BE AT 41.75
PVC END CAP W/1-3/8"
DRILLED HOLE. LOCATE C/L
OF HOLE 03" BELOW ELEV 41.75
(OR 41.50) a a ELEV = 40.50
6"' 4—Cr 6"
18" CMP
4. 4'x4' CONCRETE
BASIN
p
a .
LOW FLOW ° - MAINTAIN OUTLET
OUTLET - . VALVE IN "CLOSED"
POSITION FOR NORMAL
OPERATION
ELEV = 38.75
ELEV = 38.25
POND BOTTOM
0
I
0 z
1 :2
LV v
SECTION
B. T
SEC,
101
DOW
C. OVERLAP - BUI
LOWER STRIP AS 11
OVERLAP END OF '
INCHES AND STAPL
D. EROSION STRIP - FOLD 0
JUTE BURIED IN SILT TRENCH
AND TAMPED, DOUBLE ROW
OF STAPLES.
TO DRAINAGE
DITCH
ELEV = 40.25
4" PVC
4'x4' CONCRETE
BASIN
OUTLET STRUCTURE DETAIL
12 GAUGE 4"X4" OR 2"X4' WELDED WIRE
HOOKED ONTO PREFORMED CHANNELS ON METAL
POSTS.
ULTRAVIOLET RESISTANT (BLACK) MIRIFI FABRIC
OR EQUIVALENT SECURED TO WIRE W/ METAL
CLIPS OR WIRE AT T ON CENTER.
MAX. SEDIMENT STORAGE LEVEL, REMOVE SEDIMENT
WHEN THIS LEVEL IS REACHED OR AS DIRECTED
BY CONSERVATION INSPECTOR.
TO INCREASE STORAGE CAPACITY AND PROLONG
THE LIFE OF THE SILT FENCE, IT IS GENERALLY
ADVISABLE TO DIG A SEDIMENT PIT OR TRENCH
IN FRONT OF THE SILT FENCE WHENEVER POSSIBLE.
NATURAL GRADE
CARRY APPROX. 12" OF FABRIC INTO TRENCH,
COVER W/ SOIL AND TAMP BACKFILL.
CARRY 6" OF WIRE INTO TRENCH.
METAL CHANNELS 0 8' O.C. MAX.
NOT TO SCALE
t0 v
A BURY THE TOP END
OF THE JUTE STRIPS IN
A TRENCH 4 INCHES OR
MORE IN DEPTH.
I'UtI.L air;l'uJ i I/L jV V
APART AS REQUIRED TO KEEP
THE JUTE IN PLACE.
{� ,b TYPICAL STAPLES
I#8 GAUGE WIRE
1/r
F. PRESS ENDS OF JUTE 4 INCHES INTO SOIL
AND STAPLE SECURELY
y
y
CHANNEL STABILIZATION DETAIL
r�l�o
OOP
PLAN VIEW
NOT TO SCALE
10' WIDE VEGETATED
SHELF
TEMPORARY POOL ELEV=42.50
PERMANENT POOL ELEV=41.75
3 5;1
40.75 6;ti
BOTTOM 3.5'1
38.25
6 POND SECTION
C 2 C NOT TO SCALE
FOREBAY AREA I PERMANENT POOL AREA
10' WIDE VEGETATED
43.50 TOP
OF BANK
3' SHELF
SEE NOTE
WEIR 43.00 TOP SHEET C-2
OF BANK TEMPORARY POOL ELEV=42.50
3.5:1PERMANENT POOL ELEV=41.75
6:1 — 40.75
3'•1
38.75
3.5. BOTTOM
38.25
FOREBAY AND POND SECTION
C2 C NOT TO SCALE
18" CMP
1
fi
TRASH RACK — MCNICHOLS TYPE "MFGr
RECTANGULAR FIBERGLASS W/
1"x4" SLOT OPENING
DEPTH VARIES —
SEE PLAN FOR
EXACT DEPTH
2
B a
Lj
z
<
i
I
NCDOT CLASS 'B' RIPRAP
L-MINIMUM STONE THICKNESS (SEE TABLE)
PROVIDE GEOTEXTILE UNDERLINER OR
C(MIN)#5� WASHED STONE BEDDING MAT'L.
SECTION B-B
TYPE B-PIPE OUTLET" TO WELT.. -DEFINED CHANNEL
MAXIMUM LEVEL OF SEDIMENT —
COLLECTED —CLEAN BASIN WHEN
THIS LEVEL IS REACHED
3'
PERSPEC7NE VIEW
CARRY RIPRAP UP
SIDES OF SPILLWAY
1MIN.
#5 WASHED STONE
2'
TOP OF BEAM MIN.
Z= I
_ TOP ELEVATION OF STOR_MWATER_ _ 1' FREEBOARD
�FLO — 1' FLOOD STORAGE ZONE ;,_'''' 1 MAX MIN.
4' SEDIMENT STORAGE ZONE
MIN. TOTAL BASIN CAPACITY 3 MIN.
1-7,)' -IAX.FL—
SEDIMENT DEPTH
• OO���i� OOO�� ��iO��i # 1 RIP —RAP
60'-0" 8' MIN
1' MIN.
SECTION THRU BASIN AND FILTER
3' MIN.
SECTION THRU IIERM AND FILTER
#5 WASHED STONE
A
a�
SEAL
66
1�0,9G/ rrL�
D M..
FEMR & PROPT JNC,
CONSULTING ENGINEERS
P.O. sox 1265
125 W. Barnes Street
Wilson, N.C. 27893
[phone]
[phone] fax
• [e-mail]
Heatherton Park
Limited
Partnership
Heatherton
` Park
Jacksonvi!!e, NC
DWQ Comments
15 October 2001
1
Q4
DWQ Comments
25 September 2001
®
Erosion Control
28 June 2001
®
ASI #1
09 May 2001
Site Plan Approval
25 February 1999
DATE: 15 FbbrU@ry 1M
ISSUED FOR: %v F%n P0ftW
Eroolon Contrd
Details
C-5
NOT TO SCALE
SHEET S V 6 DRAWN BY: SLIM
TOTAL SHEETS IN SET - CHECKED BY. CMK
c Co�t 1s99 Ross/bPckord Archltccts, PA Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624--8044 Street Address: 8320 Latchford Road Suite 114, Raleigh, North Carolina 27615 E—Mail: RossdeckOool.com Fax: 919.875,9200 Phone: 919.875,0001
PYr9
1 SILT FENCE DETAIL
CULVERT OUTLET PROTECTION
NOT TO SCALE
TEMPORARY SEDIMENT POND DETAIL
NOT TO SCALE
w
4
4
V
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