SW8110712_APPROVED PLANS_20110930

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 1 1 U�12
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
201 1 0 !1 30
YYYYMMDD

y x
6i m 2pp
•e a/
HW
INV = 4,
:. 0
{'76 LF�,`
CP ® 3A
H v `O
Ta-
V OUT =42.
14 LF 2�
RCP 0 2 6 \ �%%
CONTRACTOR TO (7
PROVIDE 1' OF
:R AROUND PIPE 8i
(2) 8' MAINTENANCE
E)( ;;HEADWALL GATE
TO BE FILTER STRIP
REMOVED g WIDE, 13' LONG
0 0.8% SLOPE. SEE
DETAILS
3:1 SLOPE
MODULAR
-RETAINING WALL TRAPEZOIDAL SWALE
DESIGNED BY OTHERS TO HW-3 0 1.0% MIN,
SIDE SLOPES 3:1
DI`-3 BOTTOM WIDTH
TOP=47.6
iNV(OUT)=44.1 - _-=��---yy--
i
48 48
� 4�3
Z
V Qa`
Qi � � 46 4 I ♦ / R
All
EX. 7 LF 30 Pxy \
RCP 0 0.3%
TO REMAINEX '-�"- '-5 i •
CURB,.,, ._„". a .a�-"... M'~...-• , , ,'' :t
_
CRATE ELEV
INV IN (,30,")=42.14 !p ;3
=VV IN (24")'=42.14
Y.I
SLO:1
EX. 78 LF 24" i :, 3
i
� RCP 0 0.3%
w
;...A CURB 1N-E l
GRATE LI V- 46 \ r 46.91+
IN%' CUT (.C„) STORMWATER `
ININ 13cl)=42• EASEMENT
S} +
JB-3 ;� RI
TOP=46.9+ AP
INV(IN-A,B&C)=42.5
\�X. 24" INV(OUT)=42.35
<'EX. 30" INV(OUT)=42.37 t 'N
SLOPE PIPE(IN-D)=43.0 EARTH DAWig 4 3
NCDOT 840.31 FOREBAY
MAX ELE=42.95t
6 REVERSE " 47.25 P
' SLOPE PIPE 94 LF 15 ,
SEE DETAIL RCP 0 1.7% 47. B
CI-5 T " 47.54
TOP=47.26 , 9 LF 12
THROAT=46.46
\„ INV(OUT)=44.4�l,,, 4 •15 t
NCDOT 840.02
HP
VCDOT 840.31 V�
67 LF 15"
RCP 0 0.6% j
CI-4�
TOP=47.94
THROAT=47.15
INV(IN)=44.1
INV(OUT)=44.0
NCDOT 840.02
CURb + , ; ,
GRATE EµEV'-`7.21 •-! INV "U'r (I=::)=44.11 tip,
EX. CI TO BE ADJUSTED
EX CURB INLET q
GRATE ELEV=471.05
INV OUT (W).::-:43,80
NEW INV(IN)=44.0
GRADING
SYMBOLS LEGEND
--- w.�. _.........•.•._ EXISTING CONTOURS
120 PROPOSED CONTOURS
a.2w�
EXISTING SPOT ELEVATION
+ 20.50
PROPOSED SPOT ELEVATION
PROPOSED STORM SEWER
-.-...::.::::-::::::::-::•:::::::::.-:.
EXISTING STORM SEWER
(TEXISTING O BE REMOR�jEWER
PROPOSED RETAINING WALL
D.I.
DROP INLET
J.B.
JUNCTION BOX
Y.I.
YARD INLET
D.W.C.B.
DOUBLE WINGED CATCH BASIN
S.W.C.B.
SINGLE WINGED CATCH BASIN
H.W.
HEADWALL
F.E.S.
FLARED END SECTION
O.C.B.
OUTLET CONTROL BOX
C.I.
CURB INLET
47.
MAX ELEk4 �5 _
.... ` �Y� HYDROLOGY CALCULATIONS
RIP
Ap _ ------------- THIS IS A SUMARY OF THE HYDROLOGY CALCULATIONS FOR THE PROJECT.
_-�
BASIN # 1 - TO 24" AND 30" CULVERTS UNDER GUM BRANCH RD
44.
HDf'E•"0 0.3% A. PEAK DISCHARGE FLOW OF THE SITE PRIOR TO THE CONSTRUCTION
j2)..V,MAINTENANCE }1.I-� �� / ACTIVITIES: 8.7 CFS FOR 100-YR RAIN INTENSITY
u., GATE ►) ► ► i B. PEAK DISCHARGE FLOW AFTER CONSTRUCTION ACTIVITIES ARE COMPLETE
k 1.77 CFS FOR 100-YR INTENSITY
20STORMWATER EASEMENT
DI-2 \� +� TR BASIN # 2 - TO 48" CULVERTS UNDER WESTERN BLVD
TOP=47.5 E��A. PEAK DISCHARGE FLOW OF THE SITE PRIOR TO THE CONSTRUCTION
INV(OUT)=45 ? HW_2 <` ACTIVITIES: 5.7 CFS FOR 100-YR RAIN INTENSITY
INV = 44.8' B. PEAK DISCHARGE FLOW AFTER CONSTRUCTION ACTIVITIES ARE COMPLETE
I <y S/ 2.0 CFS FOR 100-YR INTENSITY
SWALE TO POND 0 0.8%MIN, 1.7% MAX \, ULATION THE CONSTRUCTION OF THE CVS WILL NOT
�: � �°BASED ON THESE CALC
20' DRAINAGE ! INCREASE THE FLOW THAT DRAINS TO THE CULVERS UNDER GUM BRANCH
475 EASEMENT AND WESTERN BLVD
48 ' kN •, 1 i , :. \,.. w^t ",,....n'•r' �+,.... ^.: r° "._r• � �,,.".^r '•°,.,....N"`rr ,._...
rU IUNL ULVLLU 1 rnnLN I
z 1.75 ACRES
APE?ROX";, IMPERVIOUS AREA (80%)=1.4 ACRE'
= i Ai PR4( PERVIOUS AREA (20%)=0.35 ACRE,
kA
a
6*7 PVC RAIN
1 CI3 LEADED@ 1% MIN.
TOP=49 5 " 49
P� TFIROAT 4$.7 INY = 47.0
- It4v&)a43.1 O
_ _ F.F.E.= .0
I. OUT)-43.05 =
MAX. SLOPE 2%
EVERY DIRECTION
1 r a 10" PVCRAIN :..-
IN HC
' LEADER 0 1.0% MIN I
PARKING £:;` +
+ 1 M 6 LF 18" "
♦ r 4 HDPE 0 0.8% 49.5 =
♦ �z Wes?:.
,
HW-6
NV
4.
E \
M
48
. \w ` \ \ 3' CONCRETE 49
_ INV 43.0' _ `-,? _ \ FLUME
4 2 49 `" _ _--
w.
`, _ .
_ s
f ,
r... 49 ., i . M
1
M
48.8 50 ,
4g
f p 49
v 87 LF 18" TOP=48.6 -
' 4»'+ .INV OUT =45.3 rN"
,. FEHDPE 0 0.7%
J8 5 44,1 "..w 49
TOP 4i 50.2 49.6 ...., ..
L: 31 SLOPE _
50. .._
N.AOT, 840.31 "... 50 _.._ r-' :..: t : ' 49 .:.... 4
_ 46
Hw
W`
QO"
I 43.5
94 LF 24"
45 RCP---------------
"...
9 `
0'054
\ 9
X\ `••..gam �..� "'.4� •� ,._ x> :. 36 =_^ +~¢�._�____�--•.- � ,.:
_.
„. gINV„=H440 �A..._ 43.0
4.
03
97_ + 4
7
"T7. 7. 4., 9.30 49+73
50 �; 47.8 " „ 3 1_-SLOP€ ."
9.15 49.59
_.....
HOPE 0 0 7 97"
X -.. CI-1 4B
-�n'et,`:n •'',� .7 TOP=49.8 ,.
4 ..` 4}
`: ? °°� CI-2 THOAT=49.0
e; 47 7,
TOP=49.3 INV(IN)=44:7.::„............ .._,.............,._....,..:.,...........Y,.::::.....__ .1
410
THROAT=48.5 INV(OUT)=44.6
:r. _ __ _
--•- Y1 2
;• .r•:.. +48 01 TOP-47.3 -
INV(OU 44 0
+48..56 INV(OUT)-43.8
« i THROAT=46.5 g49 PG 1a -
" INV(OU) 44. k__........ w TER
W901
4�7 + 70 :LF 15 _ PER M 24 PG E ' S1RY)
_.._- g
goo, LGw CO. R Gj..�... ..
j veA'.D INS' : i
^RATE EL V=47.50
-..
'•. NV IN (N )�k 4 .5 i..r-
INV OUT ( APPROVEDc�
!u CAROLMA ENVIR^'i •"' _..
IAGEMENT COMA
ay xcl, ;I-o
GRADING PLAN
VICINITY MAP IV
SCALE. NONE
NCDENR NOTES
1. ALL ROOF DRAINS WILL BE DIRECTED TO THE PROPOSED WET DETENTION POND
2. ACCORDING TO A LATTER RECIEVED FROM US ACOE ON 04-26-2006, "THERE
ARE NO WATERS OF 'HE JS., TO INCLUDE WETLANDS PRESENT" ON THE SITE
TEMPORARY BENCH MARKS
CONTROL POINT #1: NC GRID COORDINATES, NAD 83 (2001 ADJUSTMENT),
NORTHING 385693.35', EASTING: 2468524.66', ELEVATION 48.25', LOCATED SOUTH
OF THE SOUTHWEST CORNER OF THE SUBJECT PROPERTY ON WESTERN BLVD
(STATE ROUTE 1470).
CONTROL POINT #2: NC GRID COORDINATES, NAD 83 (2001 ADJUSTMENT),
NORTHING 385808.08', EASTING 2469164.94', ELEVATION 49.78'. LOCATED EAST OF
THE SOUTHEAST CORNER OF THE SUBJECT PROPERTY ON WESTERN BLVD (STATE
ROUTE 1470).
GRADING NOTES
1. ALL AREAS TO RECEIVE PAVEMENT, STRUCTURES OR FILL MATERIAL SHALL BE
STRIPPED OF ORGANIC MATERIAL, TOPSOIL, AND DEBRIS PRIOR TO CONSTRUCTION.
2. ONCE STRIPPING HAS BEEN COMPLETED, ALL AREAS TO RECEIVE FILL SHOULD BE
PROOF -ROLLED IN THE PRESENCE OF A REPRESENTATIVE OF THE SOILS ENGINEER.
SOFT AREAS ENCOUNTERED DURING PROOF -ROLLING SHALL BE STABILIZED BY
COMPACTION OR UNDERCUT.
3. ALL FILL MATERIALS SHOULD BE FREE OF ORGANIC OR OTHERWISE UNSUITABLE
MATERIALS, AND COMPACTED TO A MINIMUM DRY DENSITY OF 98X AS OBTAINED
BY STANDARD PROCTOR ASTM D698. FILL SHOULD BE PLACED IN LIFTS NOT TO
EXCEED 6 INCHES IN THICKNESS.
4. ALL UNDERCUT AND FILL OPERATIONS SHOULD BE MONITORED BY A
REPRESENTATIVE OF THE SOILS ENGINEER. OWNER, AT HIS OPTION, MAY PERFORM
DENSITY TESTS TO VERIFY THAT SPECIFIC COMPACTION IS OBTAINED.
5. THE UPPER FOOT OF FILL BENEATH PAVING SHALL BE COMPACTED TO 98% OF
MAXIMUM DRY bENSITY PER STANDARD PROCTOR ASTM D698.
®
APPROVE
0$ APPROVED NORTH CAROLINAEI
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
�i� MANAGEMENT COMMISSION DIVISION OF WATEROUALIII
SCALE: 1 " = 30' :t DIVISION OF WATER QUALITY _
-30 0 30 60 90 FEET N C Grid - NAD 83 &)s \wlx r
(See Survey Notes) 0090h\ � � - MAY 0 2 2008
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GUM BRANCH RD CVS
STORE NUMBER: 5594
GUM BRANCH RD
JACKSONVILLE, NC
DEVELOPER:
REDDLANDS INC
1254 OLD HILLSBORO RD
FRANKLIN, TN 37069
TEL [phone]
FAX [phone]
REVISIONS:
e POND #1 SHEET PILES
o STORMWATER WETLANDS 03-R-08
o NCDNER COMMENTS O4-01-08
++ REMOVE VEG. FILTER 04-23-08
++ NCDNER COMMENTS 04-30-08
.AYOUT COORD:
0000
+LANNING MGR.
0000
)RAWING BY:
GRR
)ATE:
11-22-06
JOB NUMBER:
0000
RLR PROJECT #
05-414
217"
GRADING PLAN
SHEET NUMBER:
C=2A
COMMENTS:
NOT RELEASED FOR CONSTRUCTION

GRADING PLAN
SCALE: 1 " = 50'
—50 0 50 100 150 FEET
N C Grid - NAD 83
(See Survey Notes)
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OfWATER 0% UALITY
64A0o90$'5L'
MAY 0 2 2008
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GUM BRANCH RD CVS
STORE NUMBER: 5594
GUM BRANCH RD
JACKSONMLLE, NC
DEVELOPER:
REDDLANDSINC
1254 OLD HILLSBORO RD
FRANKLIN, TN 37069
TEL [phone]
FAX [phone]
REVISIONS:
1STORMWATER WETLANDS 03-04-08
o NCDENR COMMENTS 03-11-08
++ NCDENR COMMENTS 04-01-08
s REMOVE VEG. FILTER 04-23-08
a NCDNER COMMENTS 04-30-08
LAYOUT COORD: 0000
PLANNING MGR. 0000
DRAWING BY: GRR
DATE: 11-22-06
JOB NUMBER: 0000
RLR PROJECT # 05-414
TITLE:
GRADING PLAN
SHEET NUMBER:
C w 2 B
COMMENTS:
NOT RELEASED FOR CONSTRUCTION
PROTOTYPE: SRDX

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GUM BRANCH RD CVS I
STORE NUMBER: 5594
GUM BRANCH RD
JACKSONVILLE, NC
DEVELOPER:
REDDLANDS INC
1254 OLD HILLSBORO RD
FRANKLIN, TN 37069
TEL [phone]
FAX [phone]
REVISIONS:
117 NCDNER COMMENTS 08-02-07
s SHEET PILES 02-19-08
STORMWATER WETLANDS 03-04-08
m NCDNER COMMENTS 04-01-08
++ NCDNER COMMENTS 04-31-08
LAYOUT COORD: 0000
PLANNING MGR. 0000
DRAWING BY: JRR
DATE: 11-22-06
JOB NUMBER: 0000
RLR PROJECT # 05-414
TITLE:
PROFILES
SHEET NUMBER:
Cm5
COMMENTS:
NOT RELEASED FOR CONSTRUCTION
PROTOTYPE SRDX

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REVISIONS
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EX. INLET PIPE ; 2
(TO REMAIN) N W
W
SPECIAL NOTE:
PROPOSED POND TO BE CONSTRUCTED ON
THE SITE OF EXISTING CONSTRUCTED
WETLAND. DEWATER EXISTING WETLAND
PRIOR TO BEGINNING POND EXCAVATION.
TEMP STORAGE
(ELEV 46.00)
SEX. INLET PIPE }
(TO BE REMOVED),
I
---,EX. SWALE
24' (TO BE FILLED)
FES
SEEDBED PREPARATION NOTES
1. SURFACE WATER C13NTR0. MEASURES TO BE INSTALLED ACCORDING TO PLAN.
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3' DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-6' DEEP,
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND
MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION,
AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM.
4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING
SPECIFICATIONS ABOVE. IN ADDITDTN, PROVIDE 15 LBS/1000 S.F. OF SUPER
PHOSPHATE.
5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST
REPORT.
6. LINE AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL
DURING SEEDBED PREPARATION.
CONTRACTOR SHALL INSTALL STORMWATER POND AND EMERGENCY SPILLWAY CONCURRENT
WITH EROSION CONTROL MEASURES AND USE POND FOR TEMPORARY SEDIMENT STORAGE.
AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, CONTACTOR SHALL DEWATER POND AND
REMOVE ACCUMULATED SEDIMENT AND RESTORE POND TO THE GRADE AND CONTOUR
INDICATED BELOW. ALTERNATELY, THE CONTRACTOR MAY "OVER —EXCAVATE" THE POND
DURING INITIAL INSTALLATION TO ALLOW FOR SEDIMENT ACCUMULATION. HOWEVER, AFTER
PERMANENT GROUNDCOVER IS ESTABLISHED, THE CONTRACTOR WALL BE REQUIRED TO
DEMONSTRATE TO THE ENGINEER THAT THE APPROPRIATE GRADE AND CONTOURS ARE
PROVIDED.
Extend liner to the higher
of the SHWT or 100 Year Elevation.
p S.H. W.T. 24" below
existing grade
'7 Elev. "E" IN
(100 yr storm) __- 3
Inlet Pipe or Swale
Treatment Pond - Plan
Scale: 1" = 30'
CONSTANT POND SURFACE AREA 20,841 S.F. 8 EL= 44.50
TEMP. STORAGE SURFACE AREA = 27,170 S.F. 2 EL= 46.00
APPROX, TOTAL POND VOLUME = 102,979 CF
ACTUAL FOREBAY VOLUME = 22,528 CF <21.9% OF TOTAL VOLUME)
Undisturbed
Native
Material
"Overexcavate" Pond by 24" and
Backflll with 12" compacted clay
material (see note) do 12" topso0
ELEVATI❑NS
LOCATION
Al'
SCHEDULE
ELEVATION
33,00m
DESCRIPTION
MAIN POND BOTTOM
'A2'
FOREBAY BOTTOM
33.00*
'B'
PERMANENT POND
44.50
C.
TEMP. STORAGE
46.00
'D'
10 YEAR STORM
46.89
'E'
100 YEAR STORM
47.33
'F'
MIN. BERM ELEV
48.33
■ INDLUDES REO'D 1' SEDIMENT
STORAGE ZONE
ated Shelf Plantings
Planting Scedule)
12" Clay Liner
JUNCTION
BOX (2)
_
GENERAL SEEDING SCHEDULE
NOTE, ONLY AREAS ABOVE PERMANENT POOL SHALL BE SEEDED. VEGETATIVE
SHELF SHALL NOT BE SEEDED AND SHALL BE ALLOWED TO GENERATE NATIVE
VEGETATION.
SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM
GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO
SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY.
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY
WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK
WHERE SLOPES EXCEED 4%.
MATERIAL APPLICATION RATE
LONE 2 TONS/ACRE
20% SUPERPHOSPHATE 600 PDUNDS/ACRE
FERTILIZER(IO-10-10) 1000 POUNDS/ACRE
APRIL - JULY
FESCUE, KY-31 50 POUNDS/ACRE
BERMUDA (MULLED) 10 POUNDS/ACRE
JANUARY - MARCH
FESCUE, KY-31
50 POUNDS/ACRE
BERMUDA (UNHULLED)
20 POUNDS/ACRE
RYE (GRAIN)
25 POUNDS/ACRE
SEPTEMBER - NOVEMBER
FESCUE, KY-31
50 POUNDS/ACRE
MULCH
2 TONS/ACRE
ASPHALT TACK
300 GALLONS/ACRE
NOTE, OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS,
HOWEVER, WEEPING LAVE GRASS SHALL NOT BE USED.
rk
12 Topsoil
Vegetated Shelf Plantings
(See Planting Scedule)
-------------------
N
�
_REMOVE
;*Bm-----
AND
REPLACE
�4E
EXISTING
—HEADWALL �/— -----------_
CA .DIN
•� �a —\\---
/
er_
\PROPOSED
TRAPEZOIDAL
SWALE
NOTE VEGETATED SHELF PLANTINGS
Contractor SHALL include vegetated shelf plantings into his scope of
work. These plantings shall be installed immediately upon completion
of fine grading activities. Upon installation of selected species,
contractor shall fill pond to normal pool OR shall be responsible for
Deriodic Irriaation of olontinas to ensure their survival. Engineer
10' Vea. Shelf
J I1V V
Perm Pond Perm Pond
Seed and mulch and/or
Centipede Sod (See Genera
Planting Schedule)
"Shcllow Land Vegetated Shelf Plantings Permanent Pond
(See Vag. Shelf Planting Schedule for 1 6" Elev. B.
acceptable varieties and planting density)
'Shallow Wale Vegetated Shelf Plantings �1 /2:1 Bottom Slope
(See Vag. Shelf Planting Schedule for
acceptable varieties and planting density)
Vegetated Shelf - Typical Section
—
.........STORMWATER POND VEGETATED
NOTE:
SHELF PLANTING SCHEDULE
-
1) Planting schedule applies ONLY to the POND vegetated shelf.
2) Prior to planting, Contractor shall estoblsh correct and unitorm grade and
spread a topsoil material over all
areas to be planted.
Contractor shall plant the lower 5' of
Contractor shall plant the upper 5' of
vegetated shelf (i.e. above normal pond) with
vegetated shelf (i.e. below normal pond) with
3 different varieties from the below list.
3 different varieties from the below list.
Acceptable Shallow Water Plant Varieties
Botanical Name Common Name
Permitted Shallow Land Plant
Botanical Name
Varieties
Common Name
Herbaceous Plants
Herbaceous Plants
Acorus subcordatum Sweetflog
Asclepias incomato
Swamp Milkweed
Alisma subcordatum Water plantain
Carex tenera
Quill sedge
Hydrolea quadrivalvis Waterpod
Chelone glabra
White Turtiehead
Iris virginlca Blue flag iris
Eupatoriadelphus dubius
Dwarf Joe Pye Weed
Juncus effusus var. pyloel or
Eupatoriodelphus flstulosus
Joe Pye Weed
solutus Soft rush
Eupatoriodelphus macuiatus
Spotted trumpetweed
Ludwigio spp. Primrose willow
Hibiscus coccineus
Scarlet rose mallow
Peltandro virglnico Arrow arum
Hibiscus loevis
Halberdleof rosemallow
Pontederla cordate PIckerelweed
Kosteletzkya virginica
Seashore Mallow
Sogittarla latifolia Duck Potato
Lobelia cardinalis
Cardinal flower
Saglttarla lancifolia Bulltongue
Lobelia elongate
Longleaf lobelio
Saururus cemuus Lizard's tall
Lobelia siphilitica
Great blue Lobella
Schoenoplectus tobemoemontani Soft stem bulrush
Rhynchosporo colorato
Starrush whitetop
Schoenoplectus omericanus Threesquare bulrush
Soccharum baldwinil
Narrow plumegrass
Schoenoplectus pungens var.
Shrubs
pungens
Aronia orbutifolio
Red Chokeberry
Scirpus cyperinus Wooigross
Cepholonthus occidentalis
Common Buttonbush
Zizaniopsis mlliacea Giant cutgrass
Clethro alnifolio
Sweet pepperbush
Minimum planting density shall be 50 plants
Minimum planting density shall be 50 plants
per 200 sf. Therefore. Contractor shall
per 200 sf. Therefore, Contractor shall
provide JJZ total (Rj each variety) Shallow
provide t3Ak total (M each
variety) Shallow
Water Plantings.
Land Plantings.
Outlet Structure
(See Detail)
" (100 yr storm) v
c c Draw Down Orifice,
_ r Assy. (See Detail)
S&Lcc
N N
Treatment Pond - Section
Scale: None (Vertically Exaggerated)
12" Clay
Topsoil
Outlet Pipe (Size per Drainage Plan)
,
Emergency Spillway (Elev. per Site Plan)
Collar Outlet Protection
(See Erosion/Sed.
Plan)
Embankment shall be constructed of uniform native material (free of
excess slit, rock or gravel, debris or vegetative matter) compacted to
95S of maximum dry density in accordance with ASTM D1557 (8"-12"
Lifts)
NOTE CONCERNING POND LINER
Pond liner shall be constructed of 12" compacted clay material
(hydraulic conductivity < 1X10—e cm/sec) either obtained on —site or
from offsite source. Contractor shall provide hydroultc conductivity
test results to assure material meets the above requirements.
Alternately, Contractor may provide an HOPE Liner with equivalent
effective hydraulic conductivity.
Cale: None (vertically exaggerate
NOT RELEASED FOR CONSTRUCTION
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li
SCALE: 1" = 30'
DATE: 4/25/2014
PROJECT:
DRAWN BY:JNC/DKN
SHEET

REVISIONS
3/15/14 Per CO) SW
N66V6'02"W
6.10'
WII ���.... T .....�
0.
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— -_. ---- - -
N NI
1111
' of
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NORMAL POND
♦• (ELEV. 44.50)
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P nd Foreb y
BOTTOM ELEV 33.00)
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(BO OM ELEV 3 .00) ro
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N79'22'06"E NORMAL POND
S76'54'27"W
ELEV. 44.50
61.76
N44.25'52"E-
6.11'
W
,jnry
Pond Dimensions & La
Scale: 1" = 30'
r 5'-0" IS uare 6" Min
Typ..
o
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m m -1 Grate & Frame v
d r---------T- See Deta�)
> r r r r L I 0
AV I
Draw -down Orifice _
Assy. (See Detail) -
I
L _
Trash Rack ----."►
Typ. 3 Sides------
(See Detail) I
I
Excavate area around
TH
I � i
I � ¢
CMyPipe—
j
Outlet
I
orifice assembly as to I No 5 Bar "U" Strap
provide unrestricted flow L-t------_L--------- (Coat w/ Bitumastic)
B-1
TOP VIEW
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II
�mmmoniinmIIIII.I_J
10' Veaetated Shelf
6" Min, 5'-0" Square
Typ..
Grate & Frame
Too Elev. "E2" p I —(See Detail)
Elev. "D" (10 yr storm.) p Cont. Grout _
Trash Rack _
(See Detail)
Elev. "C" (Storage Elev.) v
Draw -down Orifice
Assy. (See Detail)
Elev. "B" Permanent Pond
Floor
Excavate area around orifice
assembly as to provide
unrestricted flow (Hatch Area)
No 5 Bar "U" Strop
(Coat w/ Bitumastic)
Precast Weir of
3 Sid
Precast Hle
for Outlet Pipe CMP Outlet Pipe (Size per
Drainage Plan)
Precas Hole
12 Concr to Ballast' Anti -Seep Collar
`+ (See Detail)
6" Min. Anti -Float Block
8" No. 5 Stone (4 CY Concrete)
Base Slab 6'-4" Square
SECTION A-1
NHS
1) OUTLET STRUCTURE SHALL BE
PRECAST SQUARE STRUCTURE AS
MANUFACTURED BY CAPE FEAR
PRECAST CONCRETE, INC. OR
EQUAL.
3) PRIOR TO FABRICATION OF
PRECAST STRUCTURE OR STEEL
GRATE do FRAME/TRASH RACK,
CONTRACTOR SHALL PROVIDE
SUMBITTAL DATA (SHOP
DRAWINGS) TO ENGINEER FOR
REVIEW AND APPROVAL.
ELEVATIONS
SCHEDULE
LOCATION
'Al'
DESCRIPTION
MAIN POND BOTTOM
ELEVATION
33,00m
'A2'
FOREBAY BOTTOM
33.00m
'B'
PERMANENT POND
44.50
'C'
TEMP. STORAGE
46.00
'D'
10 YEAR STORM
46.89
'E'
100 YEAR STORM
47.33
'F'
MIN. BERM ELEV
48.33
■ INDLUDES REQ'D 1' SEDIMENT
STORAGE ZONE
6" Min
Trash Rack
(See Detail) -
Precast Hole
for Outlet Pipe
Precast Hole
for Orifice Assy-
Typ. Bottom Elev.
at Structure Location
Excavate area around orifice
assembly as to provide
unrestricted flow (Hatch Area) ,
Pond Outlet Structure Details
No Scale
"Spot" Weld Typ
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"Spot" Weld Typ. --�
1-1/4" SI
Bar Stock
Base Slab 6'-4" Sau
SECTION B-1
6" Min.
Vegetated Shelf Planting Zones
No Scale
-1/2" Steel End Bc
1-1/2" x 1/4"
/Steel Bar ® 2'
O.C.
° 4 d
"Spot" Weld Typ. ;�7/<
d ,
1-1/2" Steel - e
Angle Frome Cont. a °
all Sides
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Outlet a
Structure a° ,
yam\ Wall /� a
Grate & Frame / Trash Rack
No Scale
17 Too Elev. "E2"
p Elev. "D" (10 yr storm.)
o Elev. "C" (Storage Elev.)
Floor
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6" Clean -out
6" Cap w/,----�
Drilled Hole
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Tee
6" PVC
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Draw Down Orifice Assy.
No Scale
1/4"
Plate
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as Pipe)
54" Min. _
Anti -Seep Collar
No Scale
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NOT RELEASED FOR CONSTRUCTION
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BY:,
SCALE: NONE
DATE: 4/25/2014
PROJECT:
DRAWN BY:JNC/DKN
SHEET

CITY OF JACKSONVILLE EASEMENT PLANTING NOTE
%A
THE CITY OF JACKSONVILLE WILL NOT BE RESPONSIBLE FOR ANY REPAIR OR
REPLACEMENT OF TREES OR SHRUBS DAMAGED DURING WATER MAIN MAINTENANCE
WITHIN THE EASEMENT ALONG GUM BRANCH RD.
N/F
A SCP 2007-C27-080 LLC
ZONED = B-1
076,353 SQ. FT.
%
1.753 ACRES
0,, EXISTING USE=VACANT
ZONED B-1
UNDEVELOPED
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DRAINAGE
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STORMWATER EASEMEN1W W 1W
13,225 S.F.
-TORY
F F E
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------ - -
------ - — -----
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JACKSONVILLE
......... ONSLOW CO. NC
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NA�E ......
PIVAGTOR/DUMPI 20' DRAI ........ ......
a A5PRALT ........... ........
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i I r G-UpsIw7 EASEMENT 70-
75 SPACES ......
F.F.E. 5 0. 0' IN
x i
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@-L.DG HEIGHT 20 - 6 0 NH -------
L- - - - - - - —
V.
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249
STORMW TdtArtVILff 'OF LAND
DISTURBANCE = 5.13 ACRES
�A Is
m
6 L
LIGHT 3
........
POLE . .......
0
206 5k.
.. mw,.
STORMWATER/ et
20
DRAINAGE EASEMENT
VICINITY MAP
SCALE: NONE
. ...... ...
.................... ............ ........
......... ............. ...........
.............................
.................. L ........... .......
LIMIT OF
........ ................. ...... WORK TO BE DONE .. .... ... .
BY OTHERS ......... I ............ I ...... ­­ ......
.. ... .. ....
.. ............ ....................... ....... ..........
NOTE: FOR OFF51TE DEVELOPMENT, VEHICLE ...... ................ .. .....
.................. ........... I .............
....
...................................
AGGOMODATION AREA AND IT5 REQUIRED .........
............ .... ........... ..........
LANP5GAPIN6 5HALL BE AGCOUNTEO FOR AS ......
. .......
EACH ADJACENT TRACT 15 DEVELOPED. . ..... ..............................
.........
.... . ..
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FCONSULTANT-
SEAL:
cvso
phammy
GUM BRANCH RD CVS
STORE NUMBER: 5594
GUM BRANCH RD
JACKSONVILLE, NC
DEVELOPER:
REDD REALTY SERVICES
1254 OLD HILLSBORO RD
FRANKLIN, TN 37069
TEL [phone]
FAX [phone]
REVISIONS:
7. DET. POND TREES 10-12-07
8. RETAINING WALL 02-20-07
9. STORMWATER WETLANDS 3-5-08
-3-08
10. NCDNER COMMENTS 4 5
9 E
... . .... -30-08
24 REG�gTRYi 96... .... 11 WETLAND TREES 4.' ; / '" S PIESCALE: 1' 30'
­41 ...... -30 0 30 60 90 FEET LAYOUT COORD: 0000
_77
RAW PLANNING MGR. 0000
`
rlT-,dzjp., "r,
INFAlpow
F-TA 2 -4 V PI V, V 91 Z WSI FS) W2MC, WSJ
Fo a M&I 6Td9'_1 2 FAI F1 2 2 61
on jZ4_1jmF_11 Z111
PROJECT DATA
EXISTING USE
VACANT
PROPOSED USE
PHARMACY/RETAIL
TOTAL ACREAGE
1.75 ACRES
S.F. OF PROP. CVS PHARMACY
13,225 S.F.
NEW PARKING SPACES PROPOSED
75 SPACES
SITE ZONING
BUSINESS 1 (8-1)
LANDSCAPE CALCULATIONS SEE APPENDIX C-I)
TOTAL DEVELOPMENT IMPACT AREA = 1 -5 ACRES FOR cvs SITE
ET .. T,ON
DETENTION1
POND LANDSCAPIN6. WETLAND TWO
IMPERVIOUS SURFACE RATIO (for CV5 su)= o.164, MODERATELY HIGH
(01
:
DRAWING BY:
AV
IMPERVIOUS SURFACE AREA EXCLUDING BUILDING
U5IN6 MODERATELY HIGH 15R-.
LINEAR FEET AROUND Fm = (�54
DATE:
1-17-07
(Vehicular Accowdation area, VAN): 11.20 DECIDUOUS TREES REQUIRED. Mae
PROPOSED 94FID SPREAD AT MATURITY = 3'
90.08 SHP485 REQUIRED.
45042 SQ.FT.
AMOUNT OF PARKJN& 15 MORE THAN PRE5cmBW IN SECTION ioz
13.08 TREES REQUIRED AROUND POND.
109 "W5 REWIRED AROUND POND.
IMPERVIOUS SURFACE AREA INCIMIN& BUILDING:
056 ADDITIONAL DECIDUOUS TREES REWIRED = 11.82 TREES
*NUMBER Or TREES PROVIDED AROUND POND.11
JOB NUMBER:
0000
58267 SQFr.
450 ADDITIONAL SHRUBS REQUIRED = q4-W SHRUBS
*NUMBER OF SHR4W PROVIDED ED
EXCEPTIO1,15;
REWIRED LANIPScAPIN6 02% OF VAN: 5405.04 SaFT.
PROVIDED EVIEIR&REEN SHRAft TO 5GREEN VEHICLE ACCO1,10DATION AREAS
1.16 REDUCTION IN
EXI;-;F6 FEATURES,
LINA EWIRONME
RLR PROJECT #
05-414
*6362 SOFT. PROVIDED.
DECIDUOUS TREES 111: 10.64 TREES
THIS 51TE C-ONTAJN5 NO HOODED
TITLE:
IN SHRUBS = 85.12 SHRUBS PERCENTAGE OF SITE DEDICATED TCKtflASWNT COMMISSION
Iq-46 REIWTIONPROVIDW
NVISER
A MINIMUM OF 50% OF 'RE REQUIRED V156ETATIVE
OF TREES 11
0-9q ACRES OR 223%
LANDSCAPING AREA SHALLBE LOCATED IN THE
*NUMBER Of SHRUBS PROVIDED: bq
DIVISION OFWATER QUALITY
INTERIOR OF THE VEHICLE ACCOMMODATION AREA AS
LANDSGAPIN& ISLANDS AT THE END OF PARKING
40% ARE REWIRED WITHIN THE INTERIOR:
Lv_w POLES,
L16K POLES WILL NOT INTERFERE WITH THE awHTNItI Cno"
LANDSCAPE
PLAN
BAYS, INSIDE MEDIANS, OR 5ETI*eEN PARKING SINGES.*4.26 TREES REWIRED WITHIN INTERIOR OF A LARGE TREE ALL ISLANDS CONTAINING L16LIGHTIc4fo"
EACH INTERIOR PLANTING ISLAND SHALL CONTAIN A 1 INTERIOR 15LANDS ARE PLANTED WITH 3 ovERSToW TREES, AND b POLES ARE RANTED HITH TWO SMALL TREES IN
MINIMUM OF 200 SQ.FT. IN AREA AND SHALL BE A UNDER5TORY TREES (SUBSTITUTING TWO SMALL TREES FOR ONE LARGE TREE). SUBSTITUTION OF ONE LARGE TREE IN ORDER To
MINIMUM OF 8' IN WIDTH.54 SHiaM REWIRED WITHIN INTERIOR. AVOID ANY INTERFERENCE. SHEET NUMBER:
*46 SHRUBS PROVIDED WITHIN INTERIOR (ALL EVER&REENI 5 EXEMPT
REWIRED INTERIOR LANDSCAPI
-7102.52 50PT. DETENTION POW I LANDSWETLAND ONE (ON-siz
PROVIDED INTERIOR LAND5CAPIN6: 9 LINEAR FEET AROUND POW =54-7 NOTE, LOT SNoHN As W mBp Ill, I MAY 0 2 2Ut, LAn1
3166 5or-T. PROPOSED SHRUB SPREAD AT MATURITY = 3' 694 TREES REQUIRED AROUND POND FROM LANDSCAPE REQUIREMENTS PER SECTION 103,
'
NOTE:
REQUIRED EXTERIOR LAND5CAPII
.
51b5 SHRU55 REWIRED AROUND POND.
PART Q, EXEMPTION , .
IMPERVIOUS SURFACE ON LOT (PIN #06502866112) 15 -COMMENTS:
-GONTRAGTOR TO VERIFY ALL PLANT QUANTITIES.
210252 SQ.FT.
61IIUM13EIR OF TREES PROVIDED AROUND POND, 7
2511500 SOFT.
NOT RELEASED FOR CONSTRUCTION
-IF PLANT GJANTITIE5 ON PLAN DIFFER FROM PLANT L15T QUWTIE5, THEN 6VANTITIE5 ILLUSTRATED ON PLAN SHALL GOVERN.
PROVIDED EXTERIOR LANDSCAPING:
*NUMBER Or SHRUBS PROVIDED AROUND POND. 59 ALONG ROAD FRONTAGE AND 6-1
ISR (IMPERVIOUS SURFACE RA -no)= oD5 (LOW)
PROTOTYPE. SRDX
-CONTRACTOR TO GALULAITE ALL 500 4 5EED SQUARE FocrA<OE5. 31% SOFT. WITHIN THE SITE.
ISR 15 LE55 THAN 025