SW8140511_APPROVED PLANS_20140714

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8
DOC TYPE
❑ CURRENT PERMIT
I'1 APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
ZOIy U-11�{
YYYYMMDD

p I I Tax Parcel 2290007704
(�
x Jericho All- Weather Opportunity fund. L.P. &
S Jericho State Capitol Corp. of Florida
Z ROVIDE TEMPORARY IDS 2680. Pg. 625 �0d
0 GRAVEL CHECK DAM. MC 92, Pg. 13
SITE �� Small Ditch +
REMOVE & STABILIZE UNDEVELOPED } �^
f AREA w/EC MATTING ZONED R7500 ti0 +
AT CONSTRUCTION 4o + c>
eR} ry0 COMPLETION �` ti +
i �0. ha �a
w °i I by I I l\ 15'(W) EMERGENCY
r+ °R S so o oti I + ti ti7� SPILLWAY + '
P�F is cRo I 10'(L) PRESSURE TREATED 6x6 a + NV.-26.70 S 42'29'31" E 336.87��
m s O ELEV. 25.40 O
�' <o *SET LEVEL (SEE DETAIL)
ZONED R6000
nyo VFS SWALE (5:1) >� tip. 2� LOD
LEVEL O ELEV. 24.40 N 26 �O r
3'x3'x12" CLASS B 29 1 3
10 x50 VEGETATED FILTER
VICINITY MAP ENERGY DISSIPATER ) TG- 30 TG-30.8 TP-30.7 I <O PE cb
INV.=24.40 STRIP (SEE DETAIL Ds
0 70' TP-30.9 ® ® rye. d �0. 0 /6
N.T.S. 4" PVC OUTLET °� ro"
O ELEV. 25.0 26 27 7 01 0 +
ry0� + +
OUTLET
_ TS-31.5 TP-30.8 TP-30.6
2'XON w OUTLET ^�0 6 26 ~ Tl TG=30 TS=31.4 PP /
BOX TOP: 26.6 �y $ 7S-31.5
1.5" PVC INV. 26.0
(SEE DETAIL) ( 23 PROPOSE DOLLAR GENERAL 1 �P
I 9,100 Sf 0 2 '�
r
46 SPAO�S (INC. 2 HC) `�' N ��
SITE AREA 2.00 AC W z - TP_30.2 �P
� F 31.50 0
2s 1 *HVAC TO BE ROOF MOUNTED & o z ry0; 'P`'� +
I Z 1 A SCREEOED BY PARAPET WALLS.* rye. L`, J + o�
a I I I ELEV.27.3t N l; N + l O w TP-30.WP PO/�� r
a + M SIP EXISTING TREE TO
B1 8` PVC H ER PIPE BE SAVED. SEE TREE
I I I tO O MIN. 19SEE NOTE #22 W PROTECTION DETAIL
o / I `'6, SHEET C1.1. TYPICAL Cr
U g
O y Q /� n o
0 o iO `� a I -� I I I 1 N OL CONNECTIONO) C9
0 .a O N w 2 t -J / q O « r7 p O
U = V 00 U Z W 1 K F DOWN SPOUT �0� 3 a a` 0 0
CL 0 m z N I N \ III / ,(DS) TYP. p y a w m
a 0 I / ^� ��. w .r;
x 3 r 0• N i
'^ O w r �ry ti �• + a 0 w oM ci z
Q a O Ln (0 ti0 + Q1 x 0 I
O 01 J +,y0 / gyp/ - 1
N I lVV
N 4 \ z
I �ry 5. V / TG-30.8 TS-31.5 TS-30.914K 4SS S 4 ' z
0
z TS-31W)z.4 TS-31.4 0
I - TS-31.35
�S .25 TS-30.9 Ts. 30 r35 TP=29.75 TP-29.35 N
TS-30.1Qip Ts-31.25
I TP-30. TP=30.3 t 4 r
TP .65 ' TP-30.3 SQ t/1
,IIKI TP 29.6 TS 1.25 li
TS .85
5'x5'x12" CLASS B I p9 z9.25 4 hob ti� tie
ENERGY DISSIPATER
+
INV.=20.00 I I I ry0� TP-30.0
r 26 ti tip' + J TP-29. TP-29.5 z TEMPORARY GRAVEL
ti + rP=29.3 CONSTRUCTION ENTRANCE
ryej a i-29.15/ 30
I 80 PVC/ tiJ
2 -26.75 IP RAP LINE TP-28.
26 . -28.65 2g E E OF PA ENT =29.45 65
I eb
+ SW
`ti, a $ TP 28.3
Ve + AOQ�)
41
p
ti ka a
S Q VIDE R UNTIL TG-27.65
VEG -nobETWEEN / to QO "' = y iP•2ao 00
z Q 0
o tJ Z
a ~ Q. Q
N
o-
�wa
0 -1 O
� � Q � Q
LJ Z _
N W
O ® J Z
mi
Z z
W z
Q W Z V
Z Z U
a .Q.1 Y N
� J V z
a m
�a
LU
Z �Nm
a o° z
W U� Z
0 OQZ
> 500
C � C4 N d
CU It
i I
a �
01
v�S
O o
APPROVED z
NORTH CAROLINA ENVIRONMENTAL Z
1-1 a
zMANAGEMENT COMMISSION
6w71a05kk 1/1u(Iq 11
-1 z 00
�w
1 } O M
Y N U
C a az z
IUj+ Qq z z
O EOP ALE
J Jk 2\c96 /W tpo29' ��•2 ° QO tP s26.�j 'm Gi�+WE BEEN E°
STABILIZED T12SSFM w
z
12SSFM JUili C:: �11 O N
10 2 a e+ / Zcj �.29.10 . Od ti 12SSFM_f 13 z
BY:
c p .ti
SFM
61 sFM
+ ��. Tps29 ry0a j25 Q
O'
6' •P �� ` \ ryp` ��S 1� 2' Qpl +.�� l,,�p'�ti°' ryary \�� 1255F�/
load LEGEND
4-1
ti� `�c*i ti� ba^0� me"� tip. SFM/ `,\ar�\r"J PROPERTY LINE
F 14013
\ ry + N ETV ~ /`2S G� �r�G 3 1JlPh - - RIGHT OF WAY oEs JKB
• JAI �� ` �o�d9e le, °w r \ 5
7�w o r7J F ti°� / / 12ssc ` 6a lV •' -- L5 - EXISTING CONTOUR 00. JPN
12 S S L M ----- -- EXISTING 12" SS FORCE MAIN oRWN. EDB
Tax Parcel 22900022 , \ '�� y1 ry�a��Apt1j+ o \2
- --- - - 12 W ------ EXISTING 12 WATER MAIN DATE 06/27/14
Jennies Branch Baptist Chrch 'k\
Q Tb / Tax Parcel 22900093 ---- 8"W EXISTING 8" WATERMAIN ,`�����1CAa��4��
DB DOVE, PE 265 CK, O�0 \ O>(Q ,`,• Z
DEVELOPED ��� � JQ �' �10e y Katie Rich Asset Management Ilc
2323
ZONED NC - NEIGHBORHOOD COMMEK:IAL DS 3343, Pg. 969 TSF �� �Q- /�� Ge�KX� o �5 x . EXISTING SPOT ELEVATION .`gyp '•
9:
E A
UNDEVELOPED TEMPORARY SILT FENCE -
c 0 y
PI O� \ \7P �O'' ZONED NC - NEIGHBORHOOD COMMERCIAL RD RD ROOF DRAIN O•: 4 Lfi l�:���
L❑D DISTURBED AREA ��i*Ati,LL�p,NO�,
PROPOSED SWALE
.h 4� j PROPOSED CONTOUR
tip' `r
rysti SCALE. 11f 201 TP=30.00 PROPOSED TOP OF PAVEMENT ��
TC=29.60 PROPOSED TOP OF CURB
TS=29.00 PROPOSED TOP OF SIDEWALK
0 20 40 60 TG=30.80 PROPOSED FINISH GRADE
IF

co
A
c�
x
z
z
0
z
0
�S I TE
4P.
%
'Po00
0
s�
I VICINITY MAP I
N.T.S.
NOTES:
1. THE PARCEL IS DOUBLE FRONTED. BUILDING
SETBACKS ARE 25 FEET ALONG ALL STREETS.
2. A SITE LIGHTING PLAN SHALL BE SUBMITTED FOR
REVIEW AND APPROVAL BY BRUNSWICK COUNTY
PLANNING.
3. SITE SIGNAGE WILL REQUIRE A SEPARATE REVIEW
AND PERMIT.
4. PLANTINGS ARE REQUIRED AT THE DUMPSTER AREA
PER SECTION 6.10.2.A. OF THE BRUNSWICK COUNTY UDO.
5. A LANDSCAPE PLAN SHALL BE SUBMITTED FOR
REVIEW AND APPROVAL BY BRUNSWICK COUNTY
PLANNING.
6. PROPERTY IS NOT WITHIN ANY FLOOD PLAIN
BOUNDARY.
7. THERE ARE NO CONSERVATION RESOURCES ON OR
ADJACENT TO THIS PROPERTY.
8. THIS SITE IS NOT RECOGNIZED AS A LOCAL, STATE OR
FEDERALLY HISTORIC OR ARCHEOLOGICAL SITE.
9. THERE ARE NO WETLANDS ON THE SITE.
10. THE SOILS ON THIS SITE ARE MAPPED AS THE LEON &
MANDARIN SOIL SERIES.
11. NO EASEMENTS HAVE BEEN IDENTIFIED BY
SURVEYOR NORRIS & WARD LAND SURVEYING.
12. CONTACT NC ONE CALL CENTER PRIOR TO DIGGING
1-800-632-4949
13. ALL PROPOSED VEGETATION WITHIN SIGHT
TRIANGLES SHALL NOT INTERFERE WITH CLEAR VISUAL
SIGHT LINES FROM 30"-10.
14. ALL TOPOGRAPHICAL INFORMATION IS BASED OFF
OF NAVD 88 DATUM.
SITE DATA
PARCEL NUMBER:
229OW7714
ZONING:
BRUNSWICK COUNTY:
NC
TOTAL SITE AREA:
87.08=1 SF / 2.00 AC
DISTURBED AREA:
57.200 SF
BUILDING USE
RETAIL
BUILDING HEIGHT-
18'
STREET BUFFER:
20'
PROJECT BOUNDARY BUFFER:
20'
MINIMUM LOT SIZE:
15.000 SF / 0.34 AC
BUILDING SETBACKS:
FRONT-
25
REAR:
6
SIDE:
10' - ONE YARD
22' - BOTH YARDS
IMPERVIOUS AREAS: (ON SITE NOT IN R/W)
BUILDING:
9,100 SF
DRIVE ISLE / PARKING:
20.940 SF
WALKS / CONCRETE
2.361 SF
FUTURE:
2.599 SF
TOTAL IMPERVIOUS AREA
35.000 SF /0.76 AC
(ON SITE NOT IN R/W)
X IMPERVIOUS:
40.19X
PARKING REQUIRED:
TOTAL REQUIRED:
9.100 GROSS SF x 1 SP/200 SF- 45.5 SP
PARKING PROVIDED:
SPACES PRONDED:
44 SPACES
HANDICAP SPACES PROVIDED: 2 SPACES
TOTAL SPACES PROUD. s
46 SPACES
LOADING SPACE (12'x55')
I
at
a
a
J
O
v
U
o:
C
U
0
LL
e
p
o
o
U
w
c
�
a
o O
o
O
o
a
v
a
a
a oz
O
N
a
O
°_
a
W m
u
a
d
U
p
00
p
N
N
w=
'z w
p
a
t
v
N
p Z
a
U
r
i
o
z
S
a
U
�
O
w
z
z
U
Q
N
�a
m�
SB SB
SBF
BF BF —
04 �
I N ca
7.
Pml
N I 23
iro
I I �
I N i z6
I / /
OI I
M Ic �
N N
W pq
N
r�6
Tax Parcel 22900022
Jennies Branch Baptist Chrch
DB 1049. Pg. 265
DEVELOPED
ZONED NC - NEIGHBORHOOD COMMERCIAL
�(9<,
}
Tax Parcel 2290007704
Jericho AIL- Weather Opportunity Fund, L.P. &
Jericho Stole Capitol Corp. of Florida
DB 2680. Pg. 625
MC 52, Pg. 13
UNDEVELOPED Z
O J
ZONED R7500 a Q
H
TT V to Z
S 42'29'31" E 336.87' _ SB SEI rn
REAR SETBACK SB B
�— SB ---- SB SB �o� ��� o
7
SB — — SB isl�\\ ZONED R6000 z
BF �iLIJ
BF —� —� BF a o
N BF �• 0 N
o BF BF
BF •°18'x18' (MIN.) CONCRETE
• F UMPSTER PAD m
� CO AREA FOR (2) STD. g
5'x5' MIN. 70� � ,�4 ti DUMPSTERS W/ SCREENED E
CONCRETE 16'x16' CONCRETE 4' yy,,P ^ ENCLOSUREPAD
P Z NtNG LC
EGRESSRDOOR DELIVERY PAD 41
PPROXt/ice i
26 P�
\ I PROPOSED DOLLAR GENERAL ... e
9,100 sf
.. W .........
/
46 SPACES (INC. 2 HC) 3.5
Y"" " " •'•
a Z............
/
SITE AREA 2.00 AC
::::: .198 SF
o:� :.:.
FFE=31.50
.
.-Qo/ :.:::::::::::::::.•. �.
*HVAC TO BE ROOF MOUNTED &
:�"
I
SCREENED BY PARAPET WALLS.*
w "
..... • Cr
^
N
LOADING SPACE M
Y
NO IDIUNG SIGNAGE
to
TO BE MOUNTED ON WALL
(..:�"....";"::":":":":".
to
..
....................
.. . . . .. . . ". . . O
.....................
si0001,1p
EAS\0
EM
r� �►� N � tea�em
Of7
RROVIDE ADDITIONAL LANDSCAPING AS
BEEDED IN UFFER TO MEET L LOADING A EER
TO
SCREENING REQUIREMENTS.
EXISTING TREE TO
BE SAVED. SEE TREE
PROTECTION DETAIL
SHEET C1.1. TYPICAL
—WHEEL STOPS TYP.
10
In
I
70'x10' SITE
TRIANGLE. TYPICAL
A i
F
/ woad
, \600j
5 a5
00
Tax Parcel 22900093
Katie Rich Asset Management Ilc
DB 3343, Pg. 969
UNDEVELOPED
ZONED NC - NEIGHBORHOOD COMMERCIAL
a
U
rr
w
U
r
lV
O
o
�T
N 3
a
Q
a
a 0N
W
m
w S
W
U n
O
M
N
W
Z
d E
U
O
U
z
O
w
z
N
N
LEGEND
V
z
z Z
J O
0 U
m =
m cc
J Z
Z H
W Z
J 0
a.LUZ
z Y
_U
O J V z
Q O oC D
J G CD m
W
r
M
a
UJI
0,4 z
U�
0
oAzAW
�+
�
c) �++
N
Q
L4
M IF
CU
�
� 0)
MM
M M
W
WW
Z
O
a
h
0
r� l
It
rw
w
~
V
(0
M
Y �N
c>
r�
aZ
Z
17�
J
Z
LJ
N
FI
0 o
N?
U
O
Z
J
\/
Cj
N
F
z
3
PROPERTY LINE
— — RIGHT OF WAY
S Y STREET YARD
S B SETBACK
BF BUFFER
S T 20' STREET BUFFER 14013
R D ROOF DRAIN
DES JKB
ACCESS EASEMENT WIDTH VARIES CKO. JPN
DRWN. EDB
HEAVY DUTY ASPHALT DATE 06/27/14
N CAR
SS
STANDARD DUTY ASPHALT
C 1
t
CONCRETE JUN 3 0 2<:14
D o
D P
n
SCALE: 1" = 20' T T T T T C3
T ^ T LANDSCAPED AREAS
T T
0 20 40 60 T T

14 GA. o i Z m S2
AESH FOR .1 Go
)ARD FABRIC IGo
r 4
STEEL POST
WIRE MESH FOR STANDARD FABRIC
STANDARD OR EXTRA STRENGTH
FILTER FABRIC
DIRECTION OF WATER FLOW
ANCHOR FABRIC SKIRT
MIN, 8" DEEP & 4" WIDE.
NOTES:
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH
WITH 30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC
AND 50 LB/IN FOR EXTRA STRENGTH.
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS ARE
NECESSARY, LAP FABRIC POST TO POST.
3. STEEL POST SHALL BE MIN 4IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
TEMPORARY SILT FENCE
NTS
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NTS
5;1
TYPICAL GRASS SWALE
N.T.S.
4• SIDEWALK CUT OR TOOLED 1 4" 3•F(
3000 PSI JOINTS
CONCRETE 1/8°:1
IJ
6z6-10/10 W.W.M. `-COMPACTED �'1 '-,`•.
SECTION '
TURNED DOWN CONCRETE SIDEWALK CONTROL JOINT
1/2° ASPHALTIC PREFORMED 3"R
EXPANSION JOINT
6x6-10/10 W.W.M.
SECTION
WHEEL CHAIR RAMP
TYPICAL TURNED DOWN SIDEWALK
AND WHEEL CHAIR RAMP DETAIL
NTS
I
`v
VAN ACCESIBLE SIGN
ADJACENT TO 8' AISL
SIGNS TO BE 0.080 STANDARD
ALUMINUM. BOLT TO TREATED WOOD OR
ALUMINUM POST WITH 3/8° CADMIUM
PLATED NUTS, BOLTS & WASHERS.
12 al
COLORS.
LEGEND AND BORDER - GREEN
WHR SYMBOL ON BLUE SkO(GROLM
BACKGROUND - WIDE
R7-8
ALUMINUM OR TREATED 4"z4° W000 POST
1-1/2YR(TW 'R(M) 1-1/
MAXIMUM VAN
PENALTY ACCESSIBLE -
LEGEND AND BONDER - GREEN LEGEND AND BORDER - GREEN
EMCKGROUND - WHITE ENLKGROIRID - WIM
R7-8D VAN ACCESSIBLE
TYPICAL HANDICAPPED SIGN DETAIL
NTS
s
Z
J
aw
aFt
Li
L�
a
U
0
0
U
z
z
J
Ld
LLJ
o�
J 7
U
z
w
Ld
to
z
NCDOT CLASS A OR B
EROSION CONTROL
STONE
4" TO 6" #57
STONE ON UPSTREAM
FACE
FILTER
FABRIC-1 JA
TEMPORARYMERMANENT
GRASS SPECIFICATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS. ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL
LIME: 45 LBS. PER 1000 S.F.
PHOSPHOROUS: 20 LBS PER 1000 S.F.
FERTILIZER: 17 LBS. PER 1000 S.F.
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED. FIRM. UNIFORM SEED BED IS
PREPARED 4-6 INCHES DEEP.
6, SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
2 - 3 L13S PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
GRAIN STRAW & HAY AT 75 TO 100 LOS PER 1000 S.F.
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
JUTE & MESH AS PER MANUFACTURER
6. ASPHALT FOR ANCHORING MULCH SWILL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL PER ACRE FOR SLOPE STABILIZATION,
AND 150 GAL PER TON OF STRAW FOR ANCHORING STRAW.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
WITHIN THE PLANTING SEASON. IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER 6OX DAMAGED. REESTABLISH FOLLOWING ORIGINAL LIME. FERTILIZER
AND SEEDING RATES.
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE. TREATMENT, AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE
20% CARPET GRASS
24% B7RMUDA GRASS
2OX TURF FESCUE 10X CREEPING RED FESCUE
24X ANNUAL RYE GRAIN
•B7RMUDA SEED SHALL BE HULLED FOR WARM WEATHER
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98X AND
GERMINATION SHALL BE A MIN. OF 85X.
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION OF
GRADING. CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTER NA71VES FOR VEGETATION OF
DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL
UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY B: POSSIBLE
NPDES STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAMIE EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HOW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10 OR LESS IN LENGTH AND ARE NOT
STEEPER THAN 2:1 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTH
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HOW ZONES
SECTION A -A
STONE CHECK DAM
CONCRETE PAD WIDTH
VARIES
INSIDE ENCLOSURE WIDTH
VARIES
d•
d.
_.
..
_..
d..
':
-
• " :d•'
.:
d
d
`{
•
•
(1 d
1�
4ry\�%4
.•
�
J.,
J
44
n•
• •
.•
a
..
•d 1
_ r
'�.
A :
'+. •
•
-
d'
• ... . ..%' d
: - . .
• , ..
n
!d'
♦ _.
C
BOLLARDS
CONTAINER ENCLOSURE AND GATE
SHALL BE MIN. 8'-0"
HIGH. TYPICAL SOLID
DOGEARED WOOD FENCING
SCREEN TO 100% OPACITY OR
APPROVED EQUAL
" DIA. BY 1-j" DEEP
RECESSES FOR GATE
CANE BOLTS. PROVIDE
ONEEACH AT GATE IN
CLOSED AND OPEN
POSITIONS.
HEAVY DUTY CONCRETE
AS RECOMMENDED BY TERRACON.
1/2"
0 0
12" 12"
--1 7 I--
PLAN VIEW
1/2"
8"
REINFORCING:
1/2" 4 - #4 REBAR
CONCRETE:
4000 PSI
28 DAYS
e
'n 4"
WIDTH x LENGTH x HEIGHT
9" x 7'-0" x 4"
WHEEL STOP DETAIL
NTS
li►'1��]ijN�ltl�a
ONTROL
1
PONE SHALL NOT
LOCK OR IMPEDE
IPE FLOW
SITE PLAN
MIRAFI 60OX FILTER FABRIC
OR APPROVED EQUAL
TYPICAL CONTAINER ENCLOSURE PLAN NOTE: FILTER FABRIC AND STONE SHALL BE TOED UNDER FLARED END
NTS
SECTION
NOTE: DUMPSTER PAD AND ENCLOSURE VARY DEPENDING UPON
CONTAINER REQUIREMENTS PER DOLLAR GENERAL. CONTRACTOR ENERGY DISSIPATOR
SHALL PROVIDE SCREENING SO THAT PROPER CLEARANCES ARE
MAINTAINED TO ALLOW LOADING & UNLOADING OF CONTAINER. NTS
SITE WORK NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH FIELD
CONSTRUCTION CONDITIONS.
2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT
OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS
AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS.
3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS
OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN
LIMITS OF CONSTRUCTION.
4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL
BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
APPLICABLE LOCAL AND STATE CODES.
7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW
MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS
ASSOCIATED WITH BORROW OPERATIONS.
8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO
RECEIVE FILL SHOULD BE PROOFROLLED. THE TOP 8" OF SUBGRADE SHALL
BE COMPACTED TO AT LEAST 98% OF MAXIMUM DENSITY AT OPTIMUM
MOISTURE CONTENT. ANY AREA WHICH PUMPS OR RUTS EXCESSIVELY
SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, SILTY OR CLAYEY
SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM, OR SC. FILL
MATERIAL 5" OUTSIDE OF BUILDING AREAS SHALL THEN BE PLACED IN
LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 95% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH THE
UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN
BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE
PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 98%
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH
THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH
LAYERS TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN
AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12
INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98%
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS
TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE
WETTED IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL
IS TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE HARROWED
REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL
OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED IN SUCH
A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL TIMES. SEE
STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL REQUIREMENTS.
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
CONSTRUCT HIS WORK.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
OF EXISTING UTILITIES DURING CONSTRUCTION.
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
NORRIS & WARD AND PROVIDED BY OWNER.
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH
APPLICABLE AGENCIES AND AUTHORITIES.
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL
CONFORM TO NCDOT STANDARDS.
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL
AND STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
REQUIREMENTS.
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
17. SEE TERRACON GEOTECHNICAL REPORT DATED APRIL --, 2014 FOR
ADDITIONAL REQUIREMENTS.
18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
CONDITION.
19. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT
OR "RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS.
20. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT
SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III,
FACTORY MIXED, QUICK DRYING, NON -BLEEDING.
21. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF
NEW WASTE AND WATER LINES.
22. SEE PLUMBING SHEETS FOR LOCATION AND INVERTS OF CONDENSATE
AND ROOF DRAINS. THE GENERAL CONTRACTOR IS RESPONSIBLE TO
CONNECT THESE LINES TO THE UNDERGROUND DOWNSPOUT DRAIN AT THE
REQUIRED DEPTH TO DRAIN. ALL UNDERGROUND DOWNSPOUT DRAINS SHALL
1/2' HAVE A MINIMUM SLOPE OF 1% AND BE SCH 40 PVC PIPE AS FOLLOWS:
USE 4" PIPE FOR UP TO 2 DOWNSPOUT CONNECTIONS, 5" PIPE FOR 3 TO
5 DOWNSPOUT CONNECTIONS AND 8" PIPE FOR 6 OR MORE CONNECTIONS.
23. THE FINISHED GROUND ELEVATION AT THE BUILDING PERIMETER SHALL
BE A MINIMUM OF 6 INCHES BELOW THE BUILDING FINISH FLOOR ELEVATION
EXCEPT AT ENTRANCES AND ENTRANCE TRANSITIONS.
EROSION CONTROL NOTES AND MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL,
BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN 24 HOURS OF
EVERY HALF -INCH RAINFALL.
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL
BE PERIODICALLY TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE
TO MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A CONDITION TO
PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. IMMEDIATELY REMOVE
OBJECTIONABLE MATERIAL SPILLED WASHED OR TRACKED ONTO THE
CONSTRUCTION ENTRANCE OR ROADWAYS.
3. SEDIMENT WILL BE REMOVED
FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCK AND GRAVEL
INLET PROTECTION, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET
PROTECTION WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED
WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
POOL NO LONGER DRAINS AS DESIGNED. DEBRIS WILL BE REMOVED FROM
THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER DRAINAGE. SILT SACKS
WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT. SEDIMENT
WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS
ONCE A WEEK AND AFTER EVERY RAIN EVENT. (IF APPLICABLE)
4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE
SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION RIDGES
WILL ALSO BE REPAIRED. SWALES MUST BE TEMPORARILY STABILIZED WITHIN
21 CALENDAR DAYS OF CEASE OF ANY PHASE OF ACTIVITY ASSOCIATED WITH A
SWALE. (IF APPLICABLE)
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN
IT BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE REPAIRED AS
NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE STEEL. STAKE
SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH FABRIC,
WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN
STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS
ARE DESIGNED AT LOW POINTS IN THE SEDIMENT FENCE, THE ROCK WILL BE
REPAIRED OR REPLACED IF IT BECOMES HALF -FULL OF SEDIMENT, NO LONGER
DRAINS AS DESIGNED OR IS DAMAGED.
LAND QUALITY REQUIRES
6. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
MULCHED, ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN, TO
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL SLOPES WILL BE
STABILIZED WITHIN 21 CALENDAR DAYS. ALL OTHER AREAS WILL BE STABILIZED
WITHIN 15 WORKING DAYS. : WATER QUALITY REQUIRES ALL SEEDED AREAS BE
FERTILIZED, RESEEDED AS NECESSARY AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER. ALL PERIMETER DIKES, SWALES, HORIZONTAL TO DITCHES,
PERIMETER SLOPES, ALL SLOPES STEEPER THAN (3:1) VERTICAL AND ALL HIGH
QUALITY WATER (HOW) ZONES SHALL PROVIDE TEMPORARY OR PERMANENT
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICAL BUT IN ANY EVENT
WITHIN SEVEN (7) CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
ALL OTHER DISTURBED AREAS SHALL PROVIDE TEMPORARY OR PERMANENT
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICAL BUT IN ANY EVENT
WITHIN FOURTEEN (14) CALENDAR DAYS FROM THE LAST LAND -DISTURBING
ACTIVITY.
7. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE
PUMPS, TANKS, HOSES AND INJECT SYSTEMS WILL BE CHECKED FOR
PROBLEMS OR TURBID DISCHARGES DAILY.
8. BASIN OUTLET STRUCTURES AND SKIMMERS SHALL WITHDRAW WATER FROM
THE SURFACE.
EC IVE
JUN 0 % =t
BY:
z
O J
J
EL
!n
p O F
V)
1N
0_
O
z
w 1*11 04
J
O
in
7
V)
z
NONNI
c
Q
Q
J
.J
44
V
UNION
�M
W
O
j
Z
Q
o
Z
W
Z
U
V ♦
W
v
Z
U
Q
Q
J
N
W
J
v
z
cc
0
0
m
IS
a
fY
�
W
Z
M
� � N
o
z
LLI
clo
U
0ooll
ozW
A
Lu
Ho�
U
to(0
0
rn
M M
M M
pC
0 0
w
0
W
w0
z
o x
a LLIQ
ZO
w
a
.`
W
1--
5
N
IIL
M
Q 0000
(0
04
0
a
it
a z
1-�
J
Z
w
Z
Z
L_6J
w
O
U
I �
z
3
14013
DES. JKB
CKD. JPN
DRVIN, EDB
DATE: 06/27/ 14
ARO
O• G
tiyA.1 IN •Q-
O .
C6

rev
69'
STORMWATER WETLAND PPE DIMENSIONS
W W Ji wY w4
SHALLOW LAND SHALLOW WATER
•Y W `Y W W
27.5
FOREBAY
TOP=26
BOTTOM=23
SEDIMENT STG BOTTOM=20
zo
25
24 —
23 —
22 —
21 —
SHALLOW WATER
MAX DEPTH ELEV.=25.5
SHALLOW LAND
MAX ELEV.=26.5
SHALLOW LAND I
MAX ELEV.=26.5
SHALLOW WATER
MAX DEPTH ELEV.=25.5
1
1 C"
400 0t7 I.■■■..I
/4 SIIEBAR SGALV. OR ASPHALT C011TED)—�
TACKMIEITEEL DED AT 4 O.0 EACH MAY. LAD
ELAN
N OR BOLTED DOWN TO 70P OF SIRUCR1RE
TOP 26.60
ISO I.D. NLEr PIPE
ORO
CROUT IN PLACE
4' DA. OUILEr W. 26.6
ATTACH SCREEN WITH
NV. 25.00
l
GALV. LAS R WEDGE
ANCHORS
1/2' OPN& GAIX OR
Wt. 24.00
ALUMNRgI EXPAND
MEK SCREEN
COWACIED SUBGRADE OR 6'
CRUSHED STONE.
SECTION
ELEVATION
SWALE TO BE PLUGGED
AT END TO FORCE
WATER OVER LEVEL
SPREADER
GRASSED SWALE
MIN. 1' DEEP
EXISTING
GRADE
1�
5
#4 REBAR
MIN. 4' LENGTH
DEEP WATER
y
W W
W
W
I N
I W rn
26 _
! STORMIIVATER WETLAND ZONE LAYOUT
� I I
FORE BAY &
DEEP POOL
AREA
SEDIMENT STORAGE
STORMWATER WETLAND CROSS SECTION
OUTLET STRUCTURE #1
N.T.S.
SHALLOW LAND
MAX ELEV.=26.5
M�RAMMIi
v
I�
PRESSURE TREATED 6x6
INSTALLED LEVEL
w/ TOP ® ELEV.=25.40
50' MIN.
3' OF #57
WASHED STONE
VEGETATIVE FILTER
MT -
DEEP WATER
MAX DEPTH ELEV.=23
SHALLOW WATER
MAX DEPTH ELEV.=25.5
SHALLOW LAND
MAX ELEV.=26.5
TEMPORARY POOL
27 5
t
EELEV.=26.6
-PomANENT eoL
23 ELEV.=26.0
OUTLET DEEP
POOL AREA
DITCH ELEV.=25
EXISTING DITCH
INV.=24.6
STORMWATER WETLAND PLANTING NOTES:
1. A MINIMUM OF TEN (10) DIFFERENT SPECIES TOTAL SHALL BE
PROVIDED, OF WHICH AT LEAST FIVE (5) ARE EMERGENT SPECIES,
WITH NO MORE THAN 30% OF A SINGLE SPECIES.
2. ALL SURROUNDING AREAS SHALL BE SODDED WITH CENTIPEDE
GRASS
up�ltui_J� r. • 4 • • • t� t • �� , . - �ib7T
CHOOSE FROM SHALLOW WATER LISTING A MINIMUM OF FIVE (5)
SPECIES WITH NO SINGLE SPECIES EXCEEDING 30a/m
1,100 HERBACEOUS PLANTS REQUIRED
OHN. 4 CUBIC INCH CONTAINER)
PLANTINGS REQUIRED TO BE SPACED MAXIMUM 2 FT ON CENTER;
1.5 PT ON CENTER PREFERRED.
MINIMUM NUMBER OF PLANTS REQUIRED IN SHALLOW LAND AREA
CHOOSE FROM SHALLOW LAND LISTING A MINIMUM OF FIVE (5)
SPECIES WITH NO SINGLE SPECIES EXCEEDING 30%
176 SHRUBS I IIN.1 GAL CONTAINER)
PLANTINGS REQUIRED TO BE SPACED MAXIMUM 5 FT ON CENTER,-
3 PT ON CENTER PREFERRED.
12" CLASS B RIP RAP 60OX�MARIFI FABRIC
EMERGENCY SPILLWAY
Table 91
Stomwates Wetland Pla A Recommendations
IDEW POOL
Botanical,Name
CommmName
W906 g'AgdalkPlants
Lemnaapp - -
Duckweed
Nelumbo lutes
American lotus
Nuphar hAea asp. pdympala
Rocky Mtn Poro(Wly
Nuow lutm ssp: advow
Yellow Pond-nly -
Submetged Aquatic Plants
Eleodmrsadafkris
Needlespikerush
11kadoris quadrangukta
Squarestem sp*auah
Eladearanadtnsis
Canadianwaterweed
Elodm nutwu
Western watetweed
SHALLOW WATER
B04wcalwante
CAmmonName
Herbaceous Plant
Acores submrdatum
SweetOag
Alisma subcordatum
Water plantain
Hydrolea yuadrAWWs
Waterpod
Iris wrginior
Blue flag iris
Juncus effuses ear pykd or salutes
Softrush
Ludmigta spp,
Primrose willow
Peltm sm oirgimin
Arrow arum
Pontederia mrdak-
Pickerelweed.
Wgiowia lafrJolia
Duck Potato
Sagittarwknafdia
Batongue
Saurvius a nu ms:
LWrti s tali
SdhoenoplecWtak"Nemontalu
Soft stem bulrush
Saimm 1pkelus americams
Three-aqunre bubyeh
Sdu orm0edw pungm tar. pungem
Sarprs eypennus
Woolgrass
Zreaniopasoonham
Giantcutgrass
SHALUOTN LAND
BMamical Name
Common Name
8abaeeous Plante
Asdepas inasrnata
Swamp h ilkweW
Carex kwm
Quill
Chelowglpbra
Wlute.TTu Hehead.
&UP11torl4de1phus "in
Dwarf Joe Pye Weed
Eupttoriadelptms fu/ulosus
Joe Pye Weed
Eupatortadelphus macuktus
Spotted t m mpetweed
Hi6isas eoccineus
Scarlet rose mallow
Hibiscus kepis
Halberdleaf rountallow,
Kosteletxkyaviroira
Seashore Mallow
lobeharordmans
Cardinal flower
Lalrlia elongates
longleaf lobelia
Lobelia sipkht=
Greatblue Lobelia
Rhyndwspom colorak
Starrush wtdtetop
Sarch"M baldmutuii
Narrow plumegrass
6hrmbe
Ar wiaarbunfdia
Red Chokeu
C7h014ntbus ocddentahs
Common Buttonbush
CletArsulnifdw
Sweet pepperbush
- Corms amomum
Sulky dogwood
Cy"Ha racemiAorn
TiTi -
Gardonta ksianthus
Lobloily Bay
Hypencum demiflonm
Bushy St. Johnswort
Rex deciduas
Possumtfaw
llex gkbra
'r�u;�
lnkberry
l�
V. ur8inia Sweetspire
Swamp Role
Vaa mum aussi bum
f°
Creeping Blueberry
Viburiuim nudrim wtr. mdum
Possumlfiawaw
ECEIVE
y
JIIC� U x"i
z
O J
a F
o: to
a
z
W 0
D .�
N
O
z
t-
N
m
Z
44
Z
Z
J
O
Y
a
V
v
m
�
0
_!
Z
Cl)
jr
M
H
Z
Q
W
Z
O
W
Z
v
Q
J
a
;
Z
W
G
m
m
a
cc
M
3 a 1n N
z
O ozpW
WF krA n
O
Q Pr N
U
tM
0
�(0
P
M M
� 00 0
w
0)0)
W
w0)
z
OX
zo0
WW
V
o
M
}Q
�
.
111�"1.
�O
M
y N
a
U
z
z
vJ
Q
W
z
r�
Z
Oz
w
O
U
J
U
N
I-
z
3
14013
Des. JKB
ac0. JPN
DRyM. EDB
DATE 06/27/14
.•`�<H �A
C9

co I
Lo
n
z
z
0
z
SITE
f
W
e�2Q4-
OR' S 5
N O� goilC
m Is
0
�oti s�
PQ
N�
VICINITY MAP
N.T.S.
LEON
HSG-D
e
I
z
U
m
m
Jericho All- Weather Opportunity Fund, L.P. &
Jericho Slate Capitol Corp. of Florida
DB 2680, Pg. 625 "0
MC 52. Pg. 13 + "^ z
Small Ditch UNDEVELOPED � a + O J Z
I � � ZONED R7500 " ��
+ 0 IY to Q
+ryye +" "�°'�a w z F Z Z
ryes O
'� Q 0
5 42'29'31 E 336.87' � � N
�a + _ P IX Y a
�a� rye0 D ry 1� ry10 ZONED R6000 z V V
rye` T LOD UJ It_1.
= N 28 �0 �� \ 0 N W m
0 1 0
O
0 J Z
1�/�1 W
p h 70f TP=30.9 I X I ' �(I `�d 1e �� /� / / }
�e 1 l o E In r
' 26 27 cU q �/ v / +trey + / + 1 '? ^ ZW
A ry .+ TS=31.5 Tp=30.8 TP=30.6 �'' PpPR� / W ,., Z o
6. 26 TG=30.8 7S-31.4 (U / / ♦ �i WW Q VY
h^ / TS-31.5 \ ��� 0 / v f.
/
23 I PROPOS DOLLAR GENERAL
I 090100 Sf ,,, a c� ��� �' �Q� J Y N
I ti� 46 SPA(�S (INC. 2 HC) N? 0�_ �� Q J V
I SITE AREA 2.o 00 AC c) pC
�FFE=31.50 W Z O TP=30.2 Q Q m m
26 *HVAC TO BE ROOF MOUNTED &rye: w o z + �� TP=3(11
a SCREEO.ED BY PARAPET WALLS.+ o
/ I rn ry ) EXISTING TREE TO
ELEV.27.3t " N r: N + LLJ TP=300�
p BE SAVED. SEE TREE U U
+ M PROTECTION DETAIL a
-o LL o B1 a / w O ' SHEET C1.1. TYPICAL v� r,
Is
oU Z 00
o I o 0 3 kn N
00
0 o O °' rn O 1 I N / Q o N p 0 0 y
o = H
o CA >wp o_ OLU
M J oe / "e� 0 3 a a Of 0 0 z W
` to
L N c� z I h w m A Q
a o ° m z N N\ I I / ^D� b "�'� w n N w W H[�,] '^LA L>'
U W N 1'b ,� ; " + N O a. E g W .+y 0000
a Z u) � / ry e / / / rye. + o o G P44 Py N
0
o Oi J -F' 'b`O + o
d N ' 5• \ �i Z
V TG=30.8 TS
TS=31.5 =30.9
0
TS=31.4 TS-31.4
2 TS=31.35 XIS-30.85 TP-29.75 N
=30.9 TS=31.25 TP=29.35
TS=30.1Q9 b
. TP-30.65 TP-30.3
I TP .ss TP=30.3 to
TP 29.6 TS 1.25
I / / TS es U
(� 0 "1b° " m
I 29.25 " + P-4 M M
26 ry e
❑ ,ti1 I ,+ry 7P=30.0 TP:29. TP=29.3 TP=29.5 00
ry I + 30 '� (�
rye^ 0 =29.1 s / w °'v'
+ I W
zzz
Cj Z ~ a
=28.75 rn=28.85 1 ��� I
' Z6 -28.65 ?g TP=29.45 N � \� ��j \ / e w �-{ z O
CO
+��g.35
rya + \ ` TP 28.3 +- w 7 N
TP 29-Ib. ��� \� �� s H Q M
rye o + ij
8 N U
" Q a C a ry 28,E N " 2e �1� z z
�c TG=27.65 rn e" i6 "
LLI
O� 9 O, \�� / 2 V �� � O.w jps2g SP�269 a0� ips29.80 Pam, M -_� t2SSFM O N Z H
\ °j rL� O8` \ \ a C e .1ps2� 't 9/ / <� "� -- 12SSF `•' 3 Z
eW TP=2 eo SSFM
29
\ a QOl
I�w " rye0 \ / O� / le a°Al
/ \ •2g.61 ee 2SSF M a G L 1 Y D
� S
601p_ \, \ rye ��s �a QOl + "zSSFM/ - PROPERTY LINE
"0 SSFM/ RIGHT OF WAY
2jp ry `d �r� eti /� �_ 0 he mot° '2 '�"J
7/chi \ S� _/ h /0� , "° \ark\ -- -25 - - EXISTING CONTOUR 14013
+ >�\A " N e o{Qa�ec� >e "° e� / �255 V��G MPN --- -X- X EXISTING FENCE JKB
• �d9 "�' / 55FM ` GAS EXISTING GAS LINE CK�• JPN
a3 10 � <v rye. / '2 GO o11wN. EDB
a rye. PL'p��� EXISTING STORMDRAIN
ryea ry� 3 8"SS - 8"SS - EXISTING 8" SEWERMAIN o�te O6/27/14
Tax Parcel 22900ist , \\ \\/� 11
Jennies Branch Baptist Chrch Q- a�e�� /
oe 1049. Pg. 265 raw 0FQ h�> Tax Parcel 22900093 8 W EXISTING 8" WATERMAIN CA
0 4 .� ( ,RO
c�' Ot F
DEVELOPED Ca Q Katie Rich Asset Monogement Ilc x 23.23 ��` ••• '• ���
ry t�`,OQ, a 2yy EXISTING SPOT ELEVATION
ZONED NC - NEIGHBORHOOD COMMERCIAL C �-��O �` �P 2A4, Get�� m DB 3343, Pg. 969 TSF _ =7•
UNDEVELOPED n TEMPORARY SILT FENCE
\ ZONED NC - NEIGHBORHOOD COMMERCIAL = • _
RD RD ROOF DRAIN 4 1. �
IN•,��
12" SSFM LOD DISTURBED AREA/lLIP��.�',`
(FIELD VERIFY -� PROPOSED SWALE 1 JUIN J r o "1 //IUNI
do
/ LOCATION DEPTH)
e3 74 PROPOSED CONTOUR by. -- --
ry� DA
yy i 11 1 TP=74.00 ♦ PROPOSED TOP OF PAVEMENT
ALE. 1 � �0 TC=74.50 � PROPOSED TOP OF CURB
TS=75.00 PROPOSED TOP OF SIDEWALK
0 20 40 60 TG=75.50 - PROPOSED FINISH GRADE