SW7951203_APPROVED PLANS_19960104

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
Sw 793
DOC TYPE
❑ CURRENT PERMIT
60 APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
1pd
YYYYMMDD
i

'V.
20'
FOOD LION I
ENTRY VESTIBULE 12" HIGH 14' WALK
LETTERSi
NO PARKING NO PARKM
PARM PICK-W PARCM PICK-W 30'
4' SOLID YELLOW OR WHITE LINE
41-me 3' LONG ARROW (TYP.) 41�-
— - -♦I - -- - - - - - - - - - - - --
-2- m?
PARCEL PICK-UP DETAILS
NOT TO SCALE
20'
HANDICAP SIGN
(ONE SIDE)
E ONE STD, H/C
SYMBOL ON EACH
kRKING SPACE W/
RAFFIC PAINT
I L NJ HANDICAP
SPACE
TYPE "B" 90' SPACES TYPE "B" 90* HANDICAP
TYPICAL 130* PARKING PETALS
NOT TO SCALE
0
FA
R/W
�sO_l
—10' DRAINAGE &
UTILITY EASEMENT
TRACT %�
-(FUTURE
DEVELOPMENT)
I
lhag) 5o17qb-1z-o3
LEGEND'
POWER LINE 51TE
OPP POWER POLE
mo. TRAFFIC FLOW DIRECTION
CONCRETE AREA
GREENFIELD BLVD
10'
"N
0 GENE,,' 4, JACK60N
5TOFRMWATER % FR0f=EfRTY
01w POWER LINE -DETENTION
POND
8)
BACK OF
24" C&G
_T 7_ 1 T F-7 -7 7­7-f T 7 7 —1— 22'
22 spaces
15 future spaces
—11110. 24'
30' 13 spaces
X,
0 10' DRAINAGE &
0. UTILITY EASEMENT
15'X30'
SHOPS
CL
DUMPSTER 400 S.F. n (n
PAD 9 spaces
\.600" 4 01 LD _j
so -
0
—ty -_ . 16 spaces
Cq
RAMP
24'
X
186,0" 4 I I I`
\ — I <1 TRANSFORMER PAD 15 spaces
20
4
ol�
20
15 spaces
SEE DETAIL .,FOR I A 64'
PARCEL 10)CK—UP a 24'
STRIPING/ e I 15 spaces Pp
FOOD LION 7
29-95 DB
20
20
JL -L 4
.4
GENE A. J,4GK50N
9
__7TYP
15 spaces
PROPERTY'
PROPERTY'to
24
C•
750spaces
00
P FO
00
FUTURE EXPANSION AREA
30'
1126'1 1 120
1
1 25'
U)
29'
8,400 S.F.
1 210'0"
13'
Typ.
d
-------
77RAMPI I
SHOPS
0
20
2,400 S.F.
H/C SIG N---//
60'0"
(TYP.)
15 spaces
7 spaces
A
40--
10' DRAINAGE
10' DRAINAGE & 65, 20' P 24 UTILITY EASEMENT
1
UTILITY EASEMENT 0N -moo-
14 spaces 1 0' X 20'
20' M.B.L. FOOD LION
—71 1 1 25' SIGN EASEMENT
25
154.00'
------- -- ------ 05v5716'
BACK 161F-Z
-5­ jo 77� -- — ---------- - ----- -------------- ,;a-241! --- 0&G
- --------------- -0" —6—
L
20' LONG X 18" WIDE 20LONG X 18" WIDE
PAINTED WHITE LINE PAINTED WHITE LINE
20' LONG X 18" WIC
PAINTED WHITE LINE
REV.-CAS-10/09/95-GEN. REV. PER OWNERS REVIEW
GREENFIELD 5OULEVARD
(N.C.5.R. 114ro)
60, R/w
4­1
JL _J
Sol. w
9
aois ems.
X
'A. U
0
?
2
A125
100 0
SHEET I OF 5
FIELD BOOK:
DISK NAME: ACAD 256B
FILENAME: GFSC-LP.DWG _7LF
JOB NO.: C950404-G1747
P
VCINTr SKETCH
I NOT TO SCALE I
TRACT DATA
PHASE 1
FOOD LION
32,970
S,F-
PROPOSED SHOPS
4,800
S.F.
TOTAL LEASE AREA
37,770
S.F.
PARKING @ 4.53/1000 S.F.
171 SPACES
PHASE 2
FUTURE FOOD LION EXPANSION
8,400
S.F.
SHOPS DELETED @ EXPANSION
(2,400)
S.F.
TOTAL FUTURE LEASE AREA
43,770S.F.
TOTAL FUTURE PARKING
190 SPACES
STANDARD ALUMINUM SIGN
MEETING REQUIREMENTS OF
A.D.A. AND/OR LOCAL
HANDICAPPED PARKING CODE
1" HIGH WHITE LETTERS
INTERNATIONAL HANDICAPPED
SYMBOL
;11Ujm;Tff4L1f(ia9C"k F
INSTALL ADDITIONAL SIGN
WHERE APPLICABLE
2"X2* STL. TUBE. EXTEND INTO
CONC, FILLED PIPE 2*-0"-
6" DiA. STD, STL. PIPE
FILLED WITH CONCRETE
PAVEMENT
POUT PARKING
ONLY
TOW -AWAY ZONE
off-%
MAMUM FINE
s5w.00
VAN --ACCESSIBLE
11 2'-6"
Ll
NORTH CMaM= A
01 MAWMEW Commum
DIV" 3'-0"
4-
aloft 415 j I J1 1 111 A lift"E
SrV 7 9S7-2 0 3
. 4 'to).
10 -C)l PY
T*rF. HANDICAFFED SIGN
NOT TO SCALE
MASTER FLAN
GREENFIELD 5HOFFING CENTER
TWP. NO. 8, CRAVEN COUNTY, NORTH CAROLINA
FOR:
54[LE*r 4 4560CIATES/ INC.
405 WESTERN BLVD.
JACKSONVILLE, NC 28540
DATE: 09-28-95 GRAPHIC SCALE: 1"=30'
0 10 20 30 60 90
SCALE: 1 " =3 0'
Parker & Associates, Inc. 1mg Horizo
Consulting Engineers - Land Surveyors - Land Planners
P.O. Box 976 - Jadmonville, North Carolina - 28541-0976
Phone [phone] - Fax [phone]
'1

'r15'+ i;._ LU - - - :.1: ,:.. ?..� : s •'it, _i L h -Li.ij'? 'L r
2-
DRAINAGE DATA CHART
AREA 010 DIAMETER GRADE LENGTH 010 OUTLET
LEGEND PIPE (ACRES) (CFS) (INCHES) (FT/FT) (LF) VELOCITY NOTES:
R.C.P.
- REINFORCED CONCRETE PIPE A 1.0 7.17 24 0.002 184 N/A CB#1 to C8#2
L.F. - LINEAR FEET
SY - SQUARE YARDS B 1.7 11.0 24 0,0025 24 4.1 Scour Pod at Outlet
PERMANENT POOL pp �.
Y - CUBIC YARDS C 1.8 11.6 24 0.004 130 5.1 Scour Pod of Outlet PERELEV. 25.2
CL - CENTERLINE
C&G - CURB & GUTTER 0-CIA
- SCOUR PAD 110-7.17 In :k
'\
$g - RIP RAP All Pipes Reinforced Concrete. `
xF2-8--.-Q PROPOSED SPOT ELEVATION
x x - SILT FENCE Q
TOP OF POND
- SEDIMENT TRAP ELEV. 28.0 /
�--- - FLOW ARROW
CONTOUR TEMPORARY POOL /
ELEV. 26.7 O / �C ONCRXT'E PADS
M.H. - MANHOLE 66a0 / �4 TO BE REMOVED \
j - HANDICAP PARKING SPACE
C.B. - CATCH BASIN A
POWER LINE / STORMWATER
� B4O- -BLOW-OFF / DETENTION
W.S. -WATER SERVICE - o F. 4"'CMFI POND '
S.S. - SANITARY SEWER / `4
�x F.H. -FIRE HYDRANT 3.1 SWALE / 182.00'
ASPHAL FLUME 00 /�
a)G. V. - GATE VALVE ° 1 - 19 a OQ �g '
NN
■ W.M. - WATER METER SCOUR PA N �i / I V. i 4- RQP
O
o C.O. - CLEAN OUT INV. OUT / Q 4" CdcG
25.4 �� / -- V - --1-
-r_
CONCRETE I- _- �7 - T -" F 7 T �-T Iq
/ I i � � ,•.!.--` � I I i I I . 1 � C.B. #2 � 22 spaces - - -
B GIN
/ 2 15 spaces SCOU TOP 28.2 130 L.F. 24 RCP 00.4% /_ - PAD r 1 V. 0 (L iNV. 25.1 C&G
25.0 13 spaces
BEGIN - - -
f C&G ---
INV. / �x aEA
15'X30' INVERTED CROWNNT �� DUMPSTER IN ASPHALTn PAD 9 spaces $H OP S 4" CONCRETE
4, WALK
u
F.F. ELEV. -�
184 L.F. 16 spaces
I IRAMP_ x m a ± `e 24" RCP 00.2% "All
- - -
10 S.Y. 6 IA. d TRANSFORMER PAD 15 spaces
Q I / RIP RAP-
/ ASPHAL UME
I 4
d a a 15 spaces
.d C.B. #1
2 FOOD LION 'f 3 =2 13' is spaces T INV.6 8
7.9
25.4
TRACT #3 F.F. ELEV.
7 1
DEVELOPMENT) 32.I d
d I a
J
rA
Lo 1 9• 15 spaces
ao ,�, I
4, TYP. cn
o 4 2S.9
N x _ OD
ao v
OD
Z INVERTED CROWN 15 s aces 0,
p
IN ASPHALT �` ^�
m
a
x RAMP
ASPHAL UME I ® "
10 S.Y. SHOPS
IA. IRIP RAP ® 7 spaces F.F. ELEV, v �15 spaces EXISTING SIGN
® e® 32.7 l l TO BE REMOVED
dw --
SWALE ® ® r= ® � 24" C&G 14 spaces12951 j
x
® M
- - 2V. OUT - OHO - - - - IN INVERT
ED PAVE CROWN ® �� 0O0O0O i
56 EIF.
O 0 O S 05'51'16" W COPAQ 0 Q 0 Q 0 Sr 1'29'39" W
5 79
--- ---- -------------
_ 11 - A
0� O O 30. R 25.81N SILT FENCE NV• OUT R O gyp• INV. IN INV. IN
[SCOUR PAD 3 2fi.1 34 O O O R 26.3 SILT FENCE 26.3
60 L.F. 15" RCP IREMOVE EXISTING 15 PIPE
Ck - fk --
56 L.F. 15" RCP ®0.3i6
MATCH EXISTING STABILIZED MATCH EXISTING STABILIZED MATCH EXISTING
PAVEMENT CONSTRUCTi PAVEMENT CONSTRUCT! PAVEMENT
ELEVATION rs28.4 ENTRANCE ELEVATION fs28.7 ENTRANCE ELEVATION $328.0 \
R/W GREENFIEL.D 5OULrEVARD
N.C•5.R. 1-146
cool R/W
R1l'
REV.-CAS-10/06/95-CHG. SPOT ELEV., C&G; ADD INVERTED CROWN
}1
5 5 i i § T *i, *'�` ^^---r - >-� r• i , i 1 '� J ,C �i:$ �.� ' �
i oi' h .F i r,l, r .i r. i.a.: il.��. .. a •,1 .. 1,.., .r, ., .. tl..n �a.i.1f r!.(r.. .flf. it -L t.
' ,. 1'r [ , 1 , !. , / fr.t'illil1'H v,tr f.!-J!��•.'/4lr• V 1 r,t?.t•
' f r ♦ %! r r. 1 r �.' i�r 1'ii
GENERAL NOTES:
1. The Stormwater pond shall be permanently vegetated and
operational prior to construction of any impervious surface.
2. Swale construction along Northern property boundary extending
off -site through the property of Gene A. Jackson to the
highway ditch shall be coordinated with the owner and Mr.
Jackson.
3. All storm drainage piping shall be reinforced concrete pipe
except pipe connecting forebay and pond and pipe exiting pond
which can be corrugated aluminum or metal pipe.
4. Subgrade preparation shall be done in accordance with
recommendation of Soils Engineer, Geotechnologies, Inc., in
report dated May 12, 1995. Contact owner for copies of this
report.
5. Boundary and topographic survey data prepared for Bailey and
Associates by James C. Simmons and Associates, Registered Land
Surveyors.
6, Upon recommendation of Soils Engineer, Geotechnologies, Inc.,
parking lot section shall consist of 2-inches type 1-2
asphalt, 6-inches coarse aggregate type base course, over
compacted subgrade. Heavy paving section for primary drives
and rear of center shell consist of 2-inches type 1-2 asphalt,
8-inches coarse aggregate type base course, over compacted
subgrade.
7. Concrete for curb and gutter shall be 3000 psi.
8. See Master Plan for staking and other information.
GENE A. JACKSON
PROVE RT* '
EEPEN EXISTING SWALE
AINTAIN :1 SIDE SLOPESI
GENE A. JACKSON
PROPERTY
EXISTING--
^-/�p`�C INV. IN 24,77
AZISIRIVTI: .
r
r
-�p•Y"+lit 1111j1\,1�1
SHEET 2 OF E-)
FIELD BOOK:
DISK NAME: ACAD 256
FILENAME: GFSC_GEN.DWG
JOB NO.: C950404-G1747
CAS
,�, I,1�
GREENFIELD BLVD
no
Jo HE�'O c0
SiTE
'� FERN
GREENFIELD
BLVD
VICINiT`I' SKETCH
NOT TO SCALE
EROSION CONTROL PLAN NOTES:
1. Construction Sequence:
a. Notify North Carolina Department of Environment, Health
and Natural Resources office in Washington, North
Carolina for notification of pre -construction conference
prior to beginning construction.
b. Install stabilized construction entrances at Greenfield
Boulevard. Northernmost driveway entrance shall not be
used for construction access to site.
C. Install silt fence paralleling roadside ditch along
Greenfield Boulevard as indicated on plan.
d. Excavate area for stormwater pond. Contractor should
over excavate by 1 foot to elevation 19.2 to allow for
sedimentation during construction. During site grading
operations all site drainage shall be diverted to pond
area until permanent drainage features are installed.
Suitable materials from pond excavation shall be used for
building pod in accordance with recommendation from Soils
Engineer, Geotechnologies, Inc.
e. Rough grade project site and install storm drainage
piping and catch basins. Catch basins shall be
constructed with sediment barrier in accordance with plan
detail.
f. Install swale at rear of building along with sediment
trap at entrance to Pipe "C"•
g. Install water and sewer utilities.
h. Install stone base course.
i. Fine grade stone base course and place asphalt surface
course.
j. Seed, fertilize, and mulch all disturbed area within 30
days of completing grading work.
2. Seeding Specifications
Apply lime and fertilizer and work into seed bed. Seed
mixture shall be distributed uniformly and covered with a
clean straw mulch. Where slopes exceed 4%, asphalt tack shall
be applied. Material and application rates follow:
MATERIAL APPLICATION RATE
Lime 1000 Ibs/ac.
Fertilizer (10-10--10) 800 Ibs/ac.
"Rebel" Fescue 100 Ibs/ac.
Common Bermuda
(Unhulled Sept.1 - April 1) 25 Ibs/ac.
Mulch 1.5 Tons/ac,
TIE SWALE TO
EXISTING ROADSIDE
DITCH 024.9,
DEEPEN EXISTING
ROADSIDE
A MAINTAIN NMIN
IMUM,
DITCH M
2:1 SIDE SLOPES
GENERAL GRADING, DRAINAGE, AND EROSION CONTROL PLAN
REENFfELD SHOPPING CENTER
TWP. NO. 8, CRAVEN COUNTY, NORTH CAROLINA
E3,41LE*r $ A550Ci,4TE5, INC.
405 WESTERN BLVD.
JACKSONVILLE, NC 28540
DATE: 09-28-95 GRAPHIC SCALE:_-1"-30'
0 10 20 30 60 90
SCALE: 1 "=30' F
Parker & Associates, Inc.Us Ror,z�
Consulting Engineers - bend Surveyors - Lend Planners
P.O. Box 970 - lwckeonv lle, North Carolina - 28541-0978
Phone [phone] - Fax [phone]

LEGEND
R.C.P.
C� — REINFORCED CONCRETE PIPE
L.F. — LINEAR FEET
SY — SQUARE YARDS
rY — rllRlr YARDS
REV.—CAS-10/06/95—ADD GREASE INTERCEPTOR
'Df\)..
1`0
1"� *­ ,
FIELD BOOK:
DiSK NAME: ACAD 256
FILENAME: GFSC.,.._GEN.DWG
JOB NO.: C950404-G1747
V 1
CAS
� err
in
1oR1
viCINITI' SKETCH
NOT TO SCALE
WATER AND SEWER NOTES:
W,
10 E� t4
tj0
1. All water and sewer construction shall be completed in
accordance with the standard specifications of the City of
Havelock's Public Utilities Department.
2. Contractor shall notify Utilities Engineer 48 hours in advance
of beginning construction. Coordinate tie—in to all existing
utilities with Utilities Engineer.
3. Location of existing water and sewer mains are approximate
only and shall be field verified prior to commencing work.
Any discrepancies should immediately be pointed out to the
Engineer and Utilities Department.
4. As of January 1, 1986, anyone digging with mechanized
equipment in highway right—of—ways, private utility easements,
or public spaces will be required by North Carolina law to
give notice of the proposed excavation to all existing are
utilities at least 2 working days before starting to dig. The
utility owner is to locate Its facilities in the area of the
proposed excavation. Utility member of ULOCO can be contacted
at 1-800-632-4949.
5. 4—inch through 12—inch water mains shall conform to AWWA
Specifications C-900-75, Class 150.
6. Water mains shall be buried to a depth of 30 inches, unless
otherwise noted.
7. Contractor shall maintain comprehensive (depth and horizontal
locations) field "as--builts" for all installations and submit
this to the Engineer.
JD SEWER PLAN
ENFIELD 5H0f=f=ENG CENTEfR
TWP. NO. 8, CRAVEN COUNTY, NORTH CAROLINA
E3AILE*r 4 A550GI,4TE5, iN(:;.
405 WESTERN BLVD.
JACKSONVILLE, NC 28540
09 - 2 8- 9 5 GRAPHIC SCALE:, 1 "=30'
0 10 20 30 60 90
1 "= 30' FEET
Parker & Associates, Inc.
Consulting Engineers - Land Surveyors - Land Planners
P.O. Bo: 976 - Jacksonville, North Carolina - 28541-0976
Phone [phone] — Fax [phone]"1
pi09 Horfz,
i `T ]; TT. {F171 f� i�T-4i,, g5 1i4,i�
i

�4.
-I--Ti
T
4b

_-�.7 _.. �. "S �.f jl.l. L�-'��_��i-.i�� -.� M� ..,.�_ _ ,..._ _ ._. ,_ 'r '� � .._l _ ._.. � 1 '��•s�_ i'-�EI.�SiJ �"
SLOPE SLOPE LENGTH (FT.)
<2% 100
2 TO 5% 75
5 TO 10% 50
10 TO 20% 25
>20% 15
REF: EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL, D.N.R.C.D. 1988.
MINIMUM 2" x 2" x 48"
WOODEN POSTS OR OTHER
APPROVED MATERIAL
NOTE: BURLAP SHALL
NOT BE USED.
WELDED WIRE MESH
DIRECTION OF
RUN OFF FLOW WOODEN POST
WELDED WIRE MESH --�
BACKFILL
EROSION do SILTATION
CONTROL FABRIC \ GROUND LINE
r 24" MIN.
12" / EXTRA DEPTH REQUIRED
FOR NON -STABLE SOILS
SECTION VIEW
TYPICAL INSTALLATION OF SILT FENCE
NOT TO SCALE
EXISTING ROAD
PLAN VIEW
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
Construction Specifications
1. Stone size - Use MSHA size No. 2 (2-1/2" to 1") or AASHTQ
designation M43, size No. 2 ( 2-1/2" to 1-1/2"). Use
crushed stone.
2. Length - As effective, but not less than 50 feet.
3. Thickness - Not less than six (6) inches.
4. Width - Not less than full width of all points of
ingress or egress. Minimum of 12'.
5. Washing - When necessary, wheels shall be cleaned to
remove sediment prior to entrance onto public right-of-
way. When washing is required, it shall be done on an
area stabilized with crushed stone which drains Into an
approved sediment trap or sediment basin. All sediment
shall be prevented from entering any storm drain, ditch,
or watercourse through use of sandbags, gravel, boards
or other approved methods.
6. Maintenance - The entrance shall be maintained in a
condition which will prevent tracking or flowing of
sediment onto public rights -of -way. This may require
periodic top dressing with additional stone as conditions
demand and repair and/or cleanout of any measures used to
trap sediment. All sediment, spilled, dropped. washed or
tracked onto public rights -of -way must be removed
immediately.
1
3
SWALE DET61L
NOT TO SCALE
COMPACTED SUBSOIL
J
ASPHALT PAVING DETAIL
NOT TO SCALE
REV.-CAS-10/05/95-CHG. C&G DETAIL
1
3
TOP OF POND 28.0
36" DIA. TRASH RACK-----
ACK ALUMINUM ANTI -VORTEX PLATE TO BE
4-3' ANGLES TO PROVIDED IN TRASH RACKS
SUPPORT TRASH RACK TB"
ALUMINUM BASE
SUPPORT PLATE
BOTTOM OF POND ELEV. 20.2
36" CORRUGATED ALUMINUM TRASH
RACK WITH ALUMINUM GRATE TOP.
GRATE TO HAVE 1" DIAMETER (MAX.)
OPENINGS AND TO BE WELDED TO
TRASH RACK TOP.
2" ALUMINUM PIPE WELDED TO OUTLET
PIPE. INVERT OF CONNECTION TO OUTLET
PIPE TO BE AT ELEV. 25.2
ANTI -SEEP PLATE
18" CORRUGATED ALUMINUM
OUTLET PIPE
18" CORRUGATED ALUMINUM RISER PIPE
ALUMINUM ANTI -VORTEX PLATES TO
BE PROVIDED IN TRASH RACKS
STORMWATER DETENTION POND OUTLET STRUCTURE DETAILS
NOT TO SCALE
OPEN TERRAIN
HEAPED BACKFILL,
NC
UNPAVED AREAS
SUBJECT TO TRAFFIC PAVED AREAS
CRUSHED STONE
OR GRAVEL ROAD SURFACE
BACKFILL
PAVEMENT BASE
MECHANICALLY INITIAL BACKFILL
COMPACTED BACKFILL, IN (HEIGHT VARIES
MBEDMENT 6" LAYERS 12" WITH HAUNCHING)
,ONE HAUNCHING
(HEIGHT VARIES)
BEDDING
VARIES (HEIGHT VARIES)
FOUNDATION
(IF REQUIRED,
DEPTH VARIES)
NOTE: SEE SPECIFICATIONS AND TABLES GEN-1,
GEN-2 AND GEN-3 FOR ADDITIONAL DETAIL
TYPICAL SEWER PIPE EMBEDMENT
AND BACKFILL SECTION
NOT To SCALE
GROUND ELEV. GROUND ELEV.
-�28.0 INV. 25.2 N28.0
00
0
BOTTOM OF FOREBAY
1 23.0 1 ��
DRAINAGE SVYALE 3 12' 28 L.F. 27" CMP
INV. IN AT FOREBAY,
ELEV. 25.2
FOREBAY
SECTION B-B
NOT TO SCALE
R
CLOW F-2500,
DARLING MARK 73, OR
MUELLER CENTURION MODEL
A 421 FIRE HYDRANT WITH
1-4 1/2" PUMPER NOZZLE
AND 2-2 1/2" HOSE NOZZLES
REINFORCED CONCRETE COLLAR
2"I 30" x 30" x 6"
►9
�� 7 DEWEY BROS. VBX-TE-100
�Q M vE6"
VALVE BOX OR APPROVED EQUAL
GATE VALVE
fM.J. LOCKED HYDRANT
- TEE OR TEE WI TH
APPROVED PIPE
j� RESTRAINT
CONCRETE THRUST BLOCK
PLACED AGAINST
UNDISTURBED EARTH
M.J. LOCKED HYDRANT
ADAPTOR OR APPROVED PIPE
MIN. OF 3 CUBIC FEET OF
CRUSHED STONE FOR DRAINAGE
TYPICAL HYDRANT SETTING (SECTION)
NOT TO SCALE
DEWtIEY BROS
M.H.R.C.R.2001
6 ,/r
1/2' CEMENT MASTER
ON EX1EMOR SURFACE
AND VERTICLE SIDES
OF N7 RM WALLS
FOR BRICK OR BLOCK
M. H. - - ---�
NOTE: INCREASE
WALL TO 1r BELOW
�o
10
s
A _ R _ S _ A _ 4 _ S`_' _ S`_' A`_' A`_' L`_
SECTION
C.I. MANHOLE COVER RING
MANHOLE STEPS
AS SPECIFIED
FIN
j
F10411ion
.
,,,1010
•
NOTES:
1. M.H. DEPTH IS MEASURED FROM
TOP OF C.I. RING TO CENTERLINE INV,
OF M.H.
2. M.H. DROPS ARE REQUIRED
WHEREVER INV. IN IS 2,5 FEET
OR MORE ABOVE INV. OUT.
SANITARY SEWER STANDARD MANHOLE
NOT TO SCALE
TOP OF I
24" CONC. POND
C&G ELEV. 28.0 OUTLET PLAN M"
STRUCTURE
PAVED 8' 10'
DRIVE
ASPHALT CURB
1 2,
3 1
2 1 2" I-2
BOTTOM OF POND 2
ELEV. 20.2
PERMANENT POOL TEMPORARY POOL
v v v v v v v v v v
ELEV. 25.2 ELEV. 26.7 - - - - -
8" CABC BASE
SEC'nON A -A
STORMWATER POND
SECTION A -A ASPHALT ELUME DEI61L
SCALE NOT TO NOT TO SCALE
GROUT -\
FINISHED GRADE
i
TEMPORARY
SEDIMENT
STORAGE
SILT
24" X 24"
HEAVY DUTY FRAME AND
GRATING
24' MAX. PROPOSED
SUBGRADE
KEY -IN MIN. 12"
BARRIER PVE DIAaMERM + lr
SILT BARRIER FABRIC
TO REMAIN
s" CONCRETE PIPE
BRICK OR BLOCK_"Z I
"
8"
#4 REBAR AT 12" O.C. E.W.
NOTES:
1. SEDIMENT STORAGE TO BE INCRESED ON AN AS NEEDED BASIS.
2. INCREASE IN SEDIMENT STORAGE SHALL NOT BE PERFORMED
BY EXCAVATING ANY DEEPER THAN 24" FROM PROPOSED FINISHED
GRADE FOR PLACEMENT OF PAVEMENT.
3. ALL SEDIMENT, WET MUCKY, OR YIELDING SOIL MATERIALS
COMPACTED IN PLACE PRIOR TO PLACING BASE COURSE TO
FINISH COMPACTED GRADE.
4. SILT BARRIER FABRIC TO BE NON -WOVEN SYNTHETIC FABRIC
MEETING N.C.D.O.T. STANDARDS FOR SHOULDER DRAINS,
5. PROVIDE WEEP HOLES AT 24" ON CENTER SPACING, MINIMUM
OF 30" DEPTH AT MINIMUM 6" INTERVALS.
YARD INLET CATCH BASIN
WITH TEMPORARY SEDIMENT TRAP
NOT TO SCALE
SCH. 40 STEEL 4' PAINT BOLLARD
PIPE BOLLARD FILLED SAFETY YELLOW
MITH CONCRETE
44 42"
4' PIPE
HY1
w R
FIRE HYDRANT BOLLARD DETAIL
NOT TO SCALE
3000 P.S.I. CONCRETE
- 6" 2" 1-2
8" CABC
COMPACTED SUBGRADE
4" ABC
-TER AND PAVING SEC],ON CA��
NOT TO SCALE ;:�` p��;�•,•• �y •.
• 25
"-' DETAIL SHEET
1/2 D
RIP RAP �1/ 1)
GREENFIELD 5HOFFING CE�C"��fR
SECTION VIEWS
MEDIAN STONE DIAMETER - 6"
1. D = INSIDE DIAMETER OR WIDTH
OF CULVERT
2. MINIMUM STONE THICKNESS TO BE
TWO TIMES SPECIFIED STONE DIAMETER.
RIP RAP 5�QWR PAD
NOT TO 5CAU
SHEET 5 OF 5
FIELD BOOK:
DISK NAME: ACAD 256A
FILENAME: GFSC-DET.DWG CAS
JOB NO.: C950404-G1747
_ L
IN CHANNEL
PLAN VIEWS
L
1�
12'
2
4
TWP. NO. 8, CRAVEN COUNTY, NORTH CAROLINA
FOR.
5 AiLE)' 4 ,A&SOCIATE5, INC.
405 WESTERN BLVD.
JACKSONVILLE, NC 28540
DATE: 09-28---95
SCALE: AS NOTED
Parker & Associates, Inc. 4i1ac Horrz,
Coneulting Engineers - Land Surveyors - Land Planners
P.O. Box 976 - Jac1L'sonvflle, North Carolina - 28541-0976
Phone [phone] - Fax [phone]
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