SW8121101_APPROVED PLANS_20121126

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE 4�_,r0
YYYYMMDD

OWNER: EASTERN PRIDE, INC.
2405—F NASH STREET
WILSON, NC
GENERAL CONTRACTOR — STOCKS AND TAYLOR
CONSTRUCTION, INC
WASHINGTON, NC
SUMMARY OF SITE:
GENERAL BUILDING INFORMATION
BUILDING USE: COMMERCIAL - RETAIL
BUILDING SIZE: 9180 SF
BUILDING INFO:
LOT SIZE 0,92 AC.
ZONING INFORMATION:
ZONING HB
SETBACKS: MINIMUM BUILDING SETBACKS (UNLESS NOTED)
FRONT 25 FEET
SIDE: 10' FT
REAR; 20 FEET
UTILITIES:
WATER LINE-ONWASA (EXACT LOCATION TO BE
DETERMINED IN THE FIELD)
WASTEWATER - ONWASA
WASTEWATER SERVICE: 4"SEWER
WATER SERVICE: 3/4" WATER SERVICE
ELECTRIC SERVICE- PROGRESS ENERGY
NATURAL GAS - N/A
ALL NEW SERVICES SHALL MEET ALL
NC BUILDING CODE REQUIREMENTS
ALL EXISTING UTILITIES ARE SHOWN
BASED ON FIELD EVIDENCE
PRIOR TO ANY D#GGING NC ONE CALL SHALL
BE CALLED AND CONFIRM LOCATION AND SIZE
OF ALL EXISTING UTILITIES.
—STOP POST
PER, PLAN
O O O
� N
I
o� FENCE TO MEET
TOWN STANDARDS
I l I
/ \ I
/ \ I
A -
p P b
A ASPHALT
PAVEMENT
PLAN
r-
ST
DOUBLE GATE W/
WHEEL SUPPORTS
W/ WWF
—6" REINFORCED
CONCRETE PAD - 3000 P,S1.
NOTE:
STOP POST AND FRONT
BOLLARDS SHALL 6"
STEEL PIPE, CONCRETE
FILLED. THE EXPOSED
� '0 LENGTH SHALL BE 4' ABOVE
GROUND WITH A BURY
DEPTH OF 3'. POSTS SHALL BE
N '0 VERTICALLY LEVEL IN AN
18" DIAMETER HOLE BACK FILLED
WITH 3000 PSI CONCRETE,
8" SECTION A -A
DUMPSTER PAD DETAIL
Scale: Not To Scale;
{
"r
4v,f135 �3" 57Il� '
Sw Mix
. Q° �' j
LE
a iESf#Ttafi OR SON
rt a thraq 4c�T$'
:a rR tea.
i
DUMPSTER
PAD (2)
W/ 6' WOODEN FENCE
FOR BUFFER
CD
EX. AXLE
6" BG
20' L
6' WOODEN FENCE FOR
BUFFER
., nDRAIN LINE
V_
PARKING REQUIREMENTS Q0
>n
PARKING SPACES TO BE TYPICAL (9 FEET X 20 FEET) UNLESS w
OTHERWISE NOTED w O
PARKING SPACES REQUIRED: 24 _
PARKING BUILDING CODE REQUIREMENTS; (1 SPACE PER 400 SF RETAIL ) LLJ
< 0
PARKING PROVIDED TOTAL - 30 LL_ N
HANDICAPPED ACCESSIBLE - 2
HANDICAPPED ACCESSIBLE PARKING TO BE (2 EQUAL SPACES)
PER LOCAL CODE o O
� m
0
w
w
0
2" SURFACE COURSE
'00:11,
SAND FILTER
DA 1
ABC STONE 3
PROPOSED tD
2" FORCE MAIN r
�. SEE SHEET C003 �--- 1
\`---- COMPACTED SUBGRADE
PROP. 171
1 TYPICAL PAVEMENT SECTION EX. »AXLE
Scale: Not To Scale:
R/W-
313 AS "TEAL.
ik
I
i
t�l
�I
4AtAPS TOTAL
t
r
25 11"
OVERALL
74315
E= 4
OVEI
ry.
30. FT.- 70.0
SIGN UPTO BE
MWED BY LANDLORD
"00 PICIrT MNCZ
SEAS d��La. - LO
FOR "TER1! USE
114 SUPPORT TO
MNV,t 01WCT :tsuRIAIL
FOUNDAMN
N 3744' 120 W
1 _
h
20
P
21
X
22
?r
o
z
PROP, 8'X8'X4"
THICK CONC PAD W/
6"DIA STEEL BOLLARDS
PLACED BY OWNER
199.69'
EX. AXLE
® 6" BG
MECHANICAL
PADS a.. 0. 0..
� 4-- 5X5 ?
102.0 w 13.9 Q
jv
SITE BENCHMARK IOP
�a} •
NAIL IN UTILITY POLE I © G U
ELEV. = 62.03 —
PROP. 4 GUY
THICK CONC PAD WIRE _-----10
01MR/4'//
9180 SF BUILDING % %' ww CONDENSER PAO I a
3' X 6' I
FAMILY DOLLAR STORE
440 FF EL. 63w1.
24
HANDICAP RAMP
��38/�� ���/'' %,' `r�/,,�/.% �'`;"'% y PROPOSED
26 , /��/ % UNDERGROUND
O //�/ �. 6 DIA STEEL �! ELECTRIC SERVICE
w BOLLARDS TO BE w 1 I 1n
Ln �/ c
27 w ASPHALT �,'� / / a it�/- ,/ ,r PLACED ALONG I
PARKING -
, /�� SIDEWALK 6' 4" 0/C I 0:� CD L
28
I 8' MONO THIC SIDEWALK �. � Z
-, \ —
23 � y"��
Ln
2a.o im z 0 C9 U L c
N LLJ
30 �� ��%, 3 ® o ® O ' o w 4 j t� Q
/i %/ V, �a Cp Ili. z c a c
R5.0 W �,� Q�OC
•� ° :,i o =
10.0— >C
�ljc.r �
Li
w 0 IN
GR#NDER �Lj R2,5
o
PUMP
STATION ASPHAL
PARKIN@ m Z
Is
PYLON I c
w
14 15 ;5
PAR ING C� L`!PSE OF w IRRIGATION TAP
At 9'X 0' (T)P) LEANING �`\ SEE NOTE BELOW
1 " EIS
36 5' L NDSCAPE BU ER 12' AG
-____ �. _ --•- -- ---- T _� r� L (2 0;l -2) EMN
0 0 0 o a o O o O o a a o rs o 0 0 o w P V?'p 'fv IM4
E �:i�•%� 6" WAT R INE
SIGHT TRIANGLE
W EW L
W
BRADFORD
PEAR TREE
\
CURB & GUTTER----'" T
DR P INLET
CURB INLET
OP = 59.51'
BRADFORD
CURB & GUTTER
��
TOP OF GRATE
= 61.55' Q
�,
INV. = 56.61'
PEAR TREE
-- ,N '-1'46'n�;" E
INV. = 55.75
m
5C.94'
X
REMOVE
V)
_r IVO �5 O/jV4 _ff 7
US JH!�!
0 EX, 18" RCP
SD D SD
CURB INLET
TOP OF GRATE = 61.52'
R W w INV. = 55.22'
DROP INLET I
TOP = 59.36' l
Mn/cr r% l rn
EX, LIGHT POLES AND WIRING
SSS
O3 w
700 1 L//i S 37°34'27" E 467.57' TO A
MNS (202) AT THE CL INTERSECTION w
OF U.S. 258/N.C. 24 WITH CHURCH
STREET
STANDARD NCDOT
STREET TYPE ENTRANCE
W/ EXPRESSWAY GUTTER
8" ABC STONE R W
2" SURFACE COURSE """"""' "
i
PROPOSED -
(2)
3/4" WATER
METER
W/ BACKFLOW PREVENTER
AND RPZ IN
HOT BOX WITH
ELECTRICAL
TO PREVENT
FREEZING
Z SITE PLAN
SCALE: i° =z©' �ENEf�At- NOTES C A ,1
l �0
1. ANY EXISTING ROOTS EXPOSED BY CONSTRUCTION ACTIVITY
LANDSCAPE LEGEND SHALL BE SEVERED CLEANLY WITH A PRUNING TOOL.
j KEY
QTY
SCIENTIFIC NAME
COMMON NAME
PLANTING SIZE
CATEGORY
TYPE
Do NOT DISPOSE OF ANY CHEMICALS, PETROLEUM PRODUCTS,
OR REMOVE SOIL ANY OUTSIDE THE LIMIT OF WORK,
DY
1
Ilex vo.m,'oria '� lana'
! Dwa,,f Yojp,-,n > o Iy
18'� j 3 dal. SHRUB{SHALL)
—
EVEP(;RE��"
3. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING
THE LOCATION
E LC1CA ON OF ALL UNDERGROUND UTILITIES AND SHALL BE
RESPONSIBLE FOR REPAIRING DAMAGE TO ANY UTILITIES AS A
.^'� .S_ .r r
RfiGp�!I�,,.,�I 7�IC
I
H
#
ndian �N _iE�� 1
'S r
1 '� t�� . �H �� l�j �I�� ��_�
/
-
—R N
� E (;�R���,�;
LMDSCAP-E.
NOTES
RESULT OF INSTALLING ANY LANDSCAPE MATERIALS,
1. LOCATE ALL EXISTINE_ JTILITIES PRIOR TO INSTALLATION OF
PLANT MATERIAL. NOTIFY ENGINEER OF ANY DISCREPANCIES
BETWEEN
FIELD CONDITIONS A` _,
THOSE SHOWN IN PLAN
2. ALL PLANT MATERIAL SHALL CONFORM WITH THE STANDARDS SET FORTH BY THE AMERICAN ASSOCIATION OF NURSERYMEN AND THE
WRITTEN SPECIFICATI:­S.
3. PLANTING BEDS TO EE MULCHED WITH A MINWUM OF 3" LONGLEAF PINESTRAW. ALL PLANT GROUPINGS SHALL BE MULCHED AS ON
BED.
4. ESTABLISH POSITIVE DRAINAGE IN ALL PLANTING BEDS AND AWAY FROM BUILDINGS.
5, APPLY PRE-EMERGAi;- HERBICIDE TO ALL NEW PLANTING BEDS AT MANUFACTURER'S RECOMMENDED RATE PRIOR TO INSTALLATION
OF MULCH,
6. DO NOT INSTALL PLANT MATERIAL IN IMPERVIOUS SOILS(i.e. HOLES WHICH, WHEN FILLED WITH WATER, DO NOT COMPLETELY DRAIN
WITHIN TWO HOURS.)
7, MAX HEIGHT OF PLA""-S CAN NOT EXCEED 2' HEIGHT PER LOCAL ORDINANCE
TOWN ORDINANCE RE- _ _ REMF VT FOR LANDSCAPING
Off street parking areas for more than ten (10) vehicles shall be effective)
screened by a vegetive buffer, fence, or berm, or a combination of these screcnin
devices.
SITE
�' JACKSONVILLE
U.S.' '2.i6/N.G. 24
FINAL PLANS
FOR REVIEW ONLY��'
NOT FOR CONSTRUCTION
VICINITY SKETCH
W T TO $ME j
411- �..
,+`�i�1iI11Nfff�,,
SEAL. -
20212 �= r� • � ti� �
PfH,LE
PAMLICO ENGINEERING SERVICES, PLLC
LICENSE NO. P-0530
Im
PAMLICO ENGINEERING SERVICES
128 Abbey Lane
Washington, NC 27889
252-945-2983
[e-mail]
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12024
Scale: 1 = 20'
Sheet No.
G001
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OWNER: EASTERN PRIDE, INC.
2405--F NASH STREET
WI LSON, NC
GENERAL CONTRACTOR - STOCKS AND TAYLOR
CONSTRUCTION, INC
WASHINGTON, INC
SAND FILTER SCHEDULE
AREA NUMBER
1
DISTURBED AREA
AC
0,95
IMPERVIOUS AREA
0,543
TOTAL DRAINAGE
AREA
0,916
WATER QUALITY
VOLUME ADJ
2183
VOLUME PROVIDED
2250
NORTH
STORM DRAINAGE STRUCTURE DATA
ITEM
RIM
INV OUT
EX CB 1 CONVERT TO DI
61,55
55.50
EX DI CONVERT TO SDMH
59.51
56.61
OVERFLOW STRUCTURE
59.5
55.8
SILT FENCE
TO FOLLOW
PROPERTY LINE
I
AND DFLINIATES
LIMITS OF
DISTRURBANCE;. /
PER NPDES REQUIREMENTS
%
HE AREA WITH SLOPES GREATER THAN
3:1 SHALL BE SEEDED IN 7 DAYS
it
PROP. SWALE TO
,
DIVERT SITE
,WATER INTO BMP 1
WEIR TO BE USED AS
A FLOW SPLITTER DEVICE
/
DURING STORM EVENTS GREATER
THAN 1 YR 24 HR EVENT THE
SWALE WILL OVERFLOW TO AVOID
ADDITIONAL DRAINAGE INTO THE
SAND FiLTER,USE SOD TO ESTABLISH
/
GROUND COVER AND PREVENT EROSION
i
OF THE BANK,
WEIR EL. = 60.15
/
L= 10'
/ �n
/ w O
/
W
/
-1 Q
_j n
w
N
NJAI JDM JUIS PERMIT REQUIRE ME TO DO? ILL- !f}
EROSION CONTROL CONSTRUCTION SEQUENCE
YOU SHOULD READ AND BECOME FAMILIAR WITH THE PROVISIONS OF THIS PERMIT.
1. OBTAIN AND POST COPY OF CERTIFICATE OF EROSION CONTROL PLAN APPROVAL. BELOW IS A LIST OF THE MAJOR REQUIREMENTS, WITH INDICATIONS WHERE THOSE DIFFER >- CO
2. INSTALL EROSION CONTROL DEVICES AS INDICATED ON THE DRAWINGS OR SPECIFIED IN THE SPECIFICATIONS. FROM THE PREVIOUS CONSTRUCTION GENERAL PERMIT. Q m
3. ONCE EROSION CONTROL DEVICES ARE INSTALLED, BEGIN CONSTRUCTION OPERATIONS. SAND FILTER 1
8" ROOF DRAIN 5IL I FENCE
EP
AT 0.4% PR'OPERTY LINEALONG REAR
62.30 INV 60.83 ,
17
INV OUT 60 EP i
N 3744 W 62.46 199.
/.` \ - z
57
/ ` 59 /� / `'� / V / / >
60 IL
TSW '�
I Of
EP
1.96
EP y / . �, ���;/ / / , �; ,,� /� : j ;
CL
60.00 ;!
y� 9180 S1= BUILDING TBM (SITE)
,
/ NAIL IN UTILITY POLE
FAMILY DOLLAR STORE EL 62.03
FF EL. 63 Q
ASPHALT TSW
ING
62.50
46/
TSW � � v-
r / ./ J/O �
LLJ
E /..._ TSW ��Q0 Q �, \ �- �< a
6 .65 62.80 10' MONOLITHIC SIDEWALK
63.00EP
>E z
z 0
62.50 w I U = Ln
4. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING CONSTRUCTION. INSPECT DEVICE AFTER EVERY EROSION AND SEDIMENT CONTROL PAN DA 1 0 � _ 'j/ E
to �,/.. ,; W , Q
RAINFALL EVENT AND CLEAN OUT SILT FENCE A5 NEEDED � � i; ;�. ;:r '\
5. AS CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION CONTROL DEVICES A5 INDICATED ON THE YOU MUST IMPLEMENT THE EROSION AND SEDIMENTATION CONTROL PAN APPROVED FORVOL = 2250 CF Ld I 60.85 j / j / EP z r� O
YOUR PROJECT BY THE DIVISION OF LAND RESOURCES OR BY AN APPROVED LOCAL 0 EP � ./ \ W Q � cc
62 10
DRAWINGS, CALLED FOR 11,4 THE SPECIFICATIONS, OR AS NEEDED OR DIRECTED BY ENGINEER.
PROGRAM, ADHERENCE TO THAT E&SC PLAN IS AND ENFORCEABLE COMPONENT OF THE
6. SEED AND MULCH DISTURBED AREAS AS STATED BELOW BASED ON WORKING DAYS:
STORM WATER PERMIT.
A. UPON COMPLETION OF ANY PHASE OF CONSTRUCTION
B. WHEN WORK WILL NOT PROCEED 1N AN AREA WITHIN THE ABOVE TIME FRAME.
YOUR E&SC PLAN WILL IDENTIFY AREAS WHERE THE MORE STRINGENT 7 AND 14 DAY
7. AFTER SITE IS STABILIZED, REQUEST AN INSPECTION BY THE ENGINEER. UPON APPROVAL OF SITE
"NEW
STABILIZATION, REMOVE TEMPORARY EROSION DEVICES, DRESS OUT AREA AND SEED AND MUCH. PERMANENT
GROUND STABILIZATION REQUIREMENTS APPLY. SEE GROUND STABILIZATION
EROSION CONTROL DEVICES SHALL BE INSTALLED AND APPROVED BY ENGINEER.
REQUIREMENTS" ON PAGE 2.
CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 4 INCHES DEEP OVER ADVERSE SOIL
MONITORING AND _INSPECTIONS
YOU MUST KEEP A RAIN GAUGE ON SITE.
CONDITIONS, IF APPLICABLE.
• DEDICATED DEMOLITION AND OTHER WASTE AREAS AND EARTHEN MATERIAL
STOCKPILES MUST BE LOCATED AT LEAST 50' FROM STORM DRAINS OR STREAMS
RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
UNLESS NO ALTERNATIVE IS FEASIBLE NEW REQUIREMENT).
. YOU MUST INSPECT ALL E&SC MEASURES AT LEAST ONCE A WEEK AND WITHIN 24
REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
HOURS AFTER ANY STORM EVENT GREATER THAN A HALF INCH (DURING A
REASONABLY SMOOTH AND UNIFORM.
24-HOUR PERIOD). YOU MUST TAKE IMMEDIATE CORRECTIVE ACTION FOR ANY
DEVICE FAILURE.
• YOU MUST INSPECT ALL OUTLETS WHERE STORM WATER RUNOFF LEAVES YOUR SITE
APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX
AND EVALUATE THE EFFECT ON NEARBY STREAMS OR WETLANDS, OR CAUSES A
WITH SOIL.
VISIBLE INCREASE IN TURBIDITY (CLOUDINESS) OF ANY WATER BODY.
• YOU MUST KEEP RECORDS OF THESE INSPECTIONS AND ANY CORRECTIVE ACTIONS
CONTINUE TILLAGE UNTIL A WELL --PULVERIZED, FIRM. REASONABLY UNIFORM SEEDBED IS
TAKEN.
PREPARED 4 TO 6 INCHES DEEP.
OPERATION &-JIMINTENANCE
SEED ON FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
YOU MUST PROVIDE THE OPERATION AND MAINTENANCE NECESSARY TO MAINTAIN OPTIMAL
EQUIPMENT OR CULTIPACK AFTER SEEDING.
PERFORMANCE OF STORM WATER CONTROLS. THIS MEANS TAKE CORRECTIVE ACTION IF
EROSION AND SEDIMENT CONTROL FACILITIES ARE NOT OPERATING PROPERLY! OPERATION
AND MAINTENANCE INCLUDES, BUT IS NOT LIMITED TO:
MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
REGULARLY CLEANING OUT SEDIMENTATION BASINS.
INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING WITHIN
STABILIZING ERODED BANKS OR SPILLWAY STRUCTURES,
THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED,
• REPAIRING/CLEARING OUT INLETS AND OUTLETS.
REESTABLISHED FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
REPAIRING PIPING, SEEPAGE AND MECHANICAL DAMAGE.
• REPAIRING SILT FENCE DAMAGE.
NOTE:
CONTRACTOR SHALL PROVIDE A PERMANENT SEED COVER ON ALL AREAS DISTURBED
82ORMUG,
DURING CONSTRUCTION OPERATIONS, INCLUDING ANY DISTURBANCE TO THOSE AREAS
REGULAR INSPECTIONS ARE A CHANCE TO CHECK IMPACTS TO NEARBY WATERS. IF ANY
OBSERVE SEDIMENT THAT HAS DEPOSITED IN A STREAM OR WETLAND, YOU MUST NOTIFY
THAT WERE SEEDED DURING PREVIOUS WORK,
THE DIVISION OF WATER QUALITY REGIONAL OFFICE WITHIN 24 HOURS AND PROVIDE WRITTEN
NOTICE WITHIN 5 DAYS SEE #3 ON PAGE 6 OF THE GENERAL PERMIT). PLEASE SEND A
-
COPY OF THIS CORRESPONDENCE TO THE DIVISION OF LAND RESOURCES (DLR),
Sfte.AmotE i
StAbllIzathm
Ti frame E:xs pElons
SON-CMEUANGE
&kes, swales, d40l afW slams
7 clays
None
TAKE COMPLIANCE SERIOUSLY! PROJECTS THAT VIOLATE STORM WATER PERMIT CONDITIONS
--
�
AND/OR HAVE UNAUTHORIZED WATER QUALITY IMPACTS ARE SUBJECT TO FINES. CIVIL
ky " High Iaita#tiyWater 'HOW1 Zones
7
Nnne
PENALTIES OF UP TO $25,000.00 PER DAY FOR EACH VIOLATION MAY BE ASSESSED_
S e t fi than . t 7 If stapes are I D' or toss in Ten gm d are net
Meter than P t , 14 days a e altwt.
L-,,, stopes 3:1 € f "Atter a 14 days 7 stays for slopes qfealor than - 0' in lenq h
cw.-, Ali othef areas wAh sk4ms flatter than 4:1 14 days, None, except tw perimeters and. HOW Zones.
NOTE,
DIMENSIONS SHOWN ON SITE PLAN
ACTUAL AREAS FOR DESIGN WERE OVERFLOW STRUCTURE TO BE CONSTRUCTED DURING THE
TAKEN FROM ACAD GENERATED CONSTRUCTON OF THE SAND FILTERS PRIOR TO INSTALLATION
CONTOURS OF THE DRAW DOWN WEIR ALL SEDIMENT SHALL BE CLEANED OUT
AND DISPOSED OF OFF SITE IN AN APPROVFD PIT, A PRECAST
AS +AF = TOTAL SURFACE AREA AND FILTER CHAMBER OR 8" BLOCK STRUCTURE CAN BE USED FOR CONSTRUCTION
550 + 680 = 1230 SF SURFACE AREA 680 SF SEE 15" PIPE DATA C7R INVERTS
OVERI=LOW ELE = 5( j
FOR EARTHEN
EMBANKMENT SHALL BE
HOMOGENEOUS AND
CLASS CL 1, CL- 2 OR CH
3:1 SIDE SLOPE (TYP)
STA&LIZE DITCH BANK
WITH MATTING
SURFACE AREA 550 SF
CHAMBER TO BE BUILT OF
CONCRETE WITH A WATER STOP
AT THE FOOTING TO AVOID
OUND WATER INTO THE SYSTEM
SEE DETAIL SHEET FOR DESIGN
INFORMATION.
3:11 SIRE
-- - EL. I I I I I I SLOPE TY ,
IN
SHWT EL, 55,5
#57 CLEAN STONE
6" DEEP
WITH FILTER FABRIC
SAND FILTER 1 BETWEEN SAND AND STONE
1 NT5
- 62.30 62 %/ ,� I d m u
e Cq EP �do<
EP 62.20 L1]
��V
us
SRRU SEE DETAIL / 60.6 � ASPHALT I O I
3
RIM I �� 61.30 PARKING �/1[7
/ l
cat �I���i(!a r' � � i< � EP X z
zm...1 62.30
\ / EP j fi2.4Q �/,
X 1 1I
PROP 1.5"C002 a��/�� 61.63 EP Ioe
t C;_--.
INV IN=55.8 \; t_JJ 62.38
INV OUT =55.7 l EP �:� �9 EP
` ,�-62,50 '
61.00 �� � i
E 199,7W_ SEAL -
- 20212
-- - - - - - - - --- ---- -E ©z
EX. DI 1 NCDOT STD - -
REMOVE FRAME AND GRATE - EP
AND 12" PIPE 61.27
PLUG BOX AND FILL WITH EP - PAMLICO ENGINEERING SERVICES, PLLC
SUITABLE MATERAIL ENTRANCE x A 61.76 _ _ W LICENSE NO. P-0530
71
1) THE PROPERTY IS SHOWN ON FLOOD INSURANCE RATE
MAP 3720443200J, DATED NOV 3, 2005 AND
THE PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD
HAZARD AREA
2) ALL N.C. GRID DATA SHOWN HEREON IS BASED ON NAD 1983
2007 ADJUSTMENT USING THE NCGS RTK NETWORK SYSTEM,
3) ALL DISTANCES SHOWN HEREON ARE N.0 GRID DISTANCES
UNLESS OTHERWISE NOTED,
4) COMBINED GRID FACTOR=0.999888330
5) ALL ELEVATIONS SHOWN HEREON ARE BASED ON MEAN SEA
LEVEL NAVD 1988,
ALL SPOT ELEVATIONS ARE TOP OF ASPHALT UNLESS OTHERWISE NOTED
CONTOURS ARE SHOWN IN 1' INCREMENTS
6) NO WETLANDS ON THIS TRACT OF LAND
SD
W
HMIff..4T Ho. z5a H1CIM r Ho• zf too' RI)r
W
-� v3
- - -DSD
128 Abbey Lane
CONTRACTOR TO SAWCUT EX. CURB & GUTTER Washington, NC 27889
EX, CB 1 NCDOT STD REMOVE DRIVE ENTRANCE AND REPLACE WITH
T REMOVE GRATE AND FRAME NEW CURB 252-945-2953
INSTALL A NCDOT W [e-mail]
STD. TO FIT EXISTING F311X
H2O LOADING
RIM 61.55
z
GRADING PLAN
2
SCALE; 1" =20' a
0
FINAL N z
70' MIN. 35' MIN. 15' MIN. NEW CONSTRUCTION W
PLANS C f.
BUT SUFFICIENT TO KEEP
EXISTING ROADWAY
SEDIMENT ON SITE
Ex. CB
�- INV 55.5
SEEDING PLAN
B" MIN.
1. TEMPORARY SEEDING
2'-3" STONE TO BE USED
25' OR WIDTH OF
SAND FILTER MEDIA
PLANING DATES
Q2ASS TYPE
POUNDSfACRE EXISTING
(SURGE STONE OR RAILROAD
PROPOSED STREET.
TO MEET ASTM C 33
DEC. 1 - APR. 15
RYE (GRAIN)
120 ROADWAY
BALLAST)
WHICHEVER IS
- 15" CUTLET PIPE
KOBE LESPEDEZA
50
GREATER.
SEE DATA IN PLAN SHEET
APR. 15 - AUG. 15
GERMAN MILLET
40
AUG. 15 - DEC. 1
RYE (GRAIN)
120
LIME
3,000
FERTILIZER
10-10-10
800
- 4" HDPE PERFORATED PIPE
MULCH
STRAW
4,000
SMC'JTH WALL WITH 3/" PERFORATION
SPAS. NG MAX WIDTH 10' O/C
2, PERMANENT SEEDING
PLAN VIEW
PLANING DATES
GRASS TYPE
POU A .RE
SEPT. 1 - OCT. 3
TALL FESCUE
200
KOBE LESPEDEZA
50
RYE (GRAIN)
25
LIME
4,000
FERTILIZER
10-10-10
1,000
MULCH
STRAW
4,000
FOR REVIEW ONLY
•
12 MIN. NOT FOR CONSTRUCTION
f\�\\�/% a
\��-FABR'/IC UNDER STONE NQTF$: U a
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1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE 0
CROSS SECTION CONSTRUC710N ENTRANCE IS USED. } N
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STANDARD CONSTRUCTION ENTRANCE 2• IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD a
8 IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
STONE. THEN THE TIRES OF THE VEHICLES MUST BE WASHED
scale: Not To Scale. BEFORE ENTERING THE PUBLIC ROAD. He No. 2024
Scale: rl f! = 20'
BOUDNARY SURVEY AND TOPO PROVIDED BY: Sheet No.
JQh'NNY J. X1Z1_1AJfS LAND :S11,gV _r1NG', P. C. C�002
54 P.4. BOX rm, , N.C. =III
PHONE:910-M-W72 FAX 91O-M-2310
EMAIL : JW11.11AriSOMSURVEY.00M FIRM NO. C-2532
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INSTALLATION OF NETTING AND MATTING
PRODUCTS DESIGNED TO CONTROL EROSION SHOULD BE INSTALLED IN
ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, ANY MAT OR
BLANKETTYPE PRODUCT USED AS PROTECTIVE MULCH SHOULD PROVIDE
COVER OF AT LEAST 30% OF THE SURFACE WHERE IT IS APPLIED,
INSTALLATION IS ILLUSTRATED BELOW.
1. APPLY LIME, FERTILIZER AND SEED BEFORE LAYING THE NET OR MAT, IF
OPENWEAVENETTING IS USED. LIME MAY BE INCORPORATED BEFORE
INSTALLING THE NET AND FERTILIZER AND SEED SPRAYED ON
AFTERWARD.
2. START LAYING THE NET FROM THE TOP OF THE CHANNEL OR SLOPE
AND UNROLL IT DOWN THE GRADE, ALLOW NETT#NG TO LAY LOOSELY ON
THE SOIL BUT WITHOUT WRINKLES --DO NOT STRETCH.
3. TO SECURE THE NET, BURY THE UPSLOPE END IN A SLOT OR TRENCH
NO LESS THAN 6 INCHES DEEP, COVER WITH SOIL, AND TAMP FIRMLY.
STAPLE THE NET EVERY 12 INCHES ACROSS THE TOP END AND EVERY
3 FT AROUND THE EDGES AND BOTTOM, WHERE 2 STRIPS OF NET
ARE LAID SIDE BY SIDE, THE ADJACENT EDGES SHOULD BE OVERLAPPED
3 INCHES AND STAPLED TOGETHER, EACH STRIP OF NETTING SHOULD
ALSO BE STAPLED DOWN THE CENTER, EVERY 3 FT. DO NOT STRETCH
THE NET WHEN APPLYING STAPLES.
4. TO JOIN TWO STRIPS, CUT A TRENCH TO ANCHOR THE END OF THE NEW
NET. OVERLAP THE END OF THE PREVIOUS ROLL 18 INCHES, AND
SAMPLE EVERY 12 INCHES JUST BELOW THE ANCHOR SLOT,
MAINTENANCE �fl1q ff�fff
INSPECT ALL MULCHES PERIODICALLY, AND AFTER RAINSTORMS TO CHECK fff�ff\��ff\f\
FOR RILL
OBSERVED, APPLY ADDITIONAL TMULCH.
FFILUWASHOUTROCCURS, REPAIR �Iffffff\\III
THE SLOPE GRADE, RESEED, AND REINSTALL MULCH. CONTINUE
INSPFCTIQNS UNTIL VEGETATION IS FIRMLY ESTABLISHED.
1 TEMP. DITCH LINER
Scale: Not TO Scale,
12,-0" MINIMUM
IU
ASPHALT
DRIVEWAY +�
ENTRANCE
EXISTING EDGE OF
PAVEMENT
PLAN VIEW
El 66.85
kN CHANNELS, ROLL OUT STRIPS OF
NETTING PARALLEL TO THE DIRECTION OF
FLOW AND OVER THE PROCTECTIVE MULCH,
HOR NETTING iN A OVERLAP
NCH TRFNCH JOIN STRIPS BY ANCHORING
AND OVERLAPPING.
1
-COMMERCIAL AND INDUSTRIAL DRIVEWAYS TO BE A MAXIMUM OF 36 FEET WAD£, SWALE TYP
-ALL CONCRETE SHALL BE 3000 P.S.I.
*-ELEVATION "B" MINUS ELEVATION "A" EQUALS 1 INCH. NTS
DRIVEWAY ENTRANCE WITH
ASPHALT DRIVEWAY MAXIMUM RECOMMENDED GRADES
ENTRANCE WITH B" ABC STONE 5-0
AND AND 2" AS ALT Xyp"N
EXISTING
PAV$1lE�LT O.B1G
51-0"
COMPACTED 5 -0• `2
BACKFILL
TYPICAL _SEQTION
NOTES.
1. CURB SHALL BE TAPERED TO FINISH FLUSH WITH SIDEWALK.
2. BEGINNING RADIUS SHALL NOT ENCROACH ON ADJACENT PROPERTIES BASED ON A
PROJECTION OF THE
PROPERTY LINE FROM THE RIGHT OF WAY TO THE CURB LINE
3. SIDEWALK SECTION SHALL NOT BE REQUIRED ALONG STREETS WHICH ARE NOT
PLANNED FOR SIDEWALK.
NCDOT DRIVEWAY ENTRANCE
35' MIN. 15' MIN. NEW CONSTRUCTION
EXISTING ROADWAY
B" MIN.
25' OR WIDTH OF
PROPOSED STREET,
WHICHEVER IS
GREATER.
FABRIC UNDER STONE
CROSS SECTION
--Ljwz 12" MIN.
70' MIN.
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
NOTES:
2"-3" STOVE TO BE USED 1, PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE
EXISTING (SURGE STONE OR RAILROAD CONSTRUCTION ENTRANCE IS USED.
ROADWAY BALLAST)
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
STOVE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED
BEFORE ENTERING THE PUBLIC ROAD.
PLAN VIEW
STANDARD CONSTRUCTION ENTRANCE
6 Scale: Not To Scale:
811 —r
v
FILTE FABRIC TO
BE KEYED INTO
TOP OF SLOPE AND
USED IN AREAS WHERE A
PERMANENT STAND OF GRASS
IS NOT ACQUIRED.
z TYP. SLOPE DETAIL
Scale: Not To Scale:
NOTE:
SEE GRADING PLAN FOR ALL ELEVATIONS
8" CAST IN PLACE WALLS WITH 3000 PSI
CONCRETE.
WATER STOP TO BE INSTALLED BETWEEN
FOOTING AND WALL POURS, STRUCTURE TO
5 SAND FILTER BASIN
Scale: Not To Scale:
TOP OFC WIER
EL 59.J
15" PIPE
8
15" PIPE
#4 @ 12" O. C,
E, W,
5 OVERFLOW STRUCTURE
Scale: Not To Scale:
MINIMUM 10 GAUGE
LINE WIRES a �
VARIABLE AS �IFiEa C13Y ��}
E ENGINEER
SILT FENCE FABRIC
{ -- INSTALLED TO SECOND
-- WIRE fROMMK T ,
,., -yam-
L�J
119109 ►�'II L'.9
� SILT FENCE
Scale: Not To Scale:
PERMANENT SEEDING
ON ALL SLOPES
REMOTE MOUNTED
NMPLCX CONTROL PANEL
TYPICAL INSTALLATION
48" SIMPLEX 2HP GRINDER PUMP
PACKAGE W SRA-125-CV UFTOUT
WITH RpMO MOUNTED CONTROL PANEL
(MODELS 812SRO-3060P THRU 912SRO-30192P)
PUMP MODEL:
�w
SIMPLEX JUNCTION BOX,
1 1 2_ CONDUIT FLANGE
STRUC7_ PLASTIC
EL 61.5
Cd
3�
INLET FITTING -�
I (FIELD INSTALLEDS
I Et 58..5 kNVEl
..5
LL 58,0
HIGH WA7ER ALARM
LIFT BAIL. SST —
(A9 REWD.5
"8- DIA. BASIN -
TOP RAIL SUPPORT
SST
Ad' DA- BASIN COVER, SOLID
EPDXY COATED STEEL
JUNCTION BOX
55T FASTENER5
RAIL SUPPORT FLANGE. 557
AN11-FLC7A 110N
VALVE Ek TENBfON HANDLE COLLAR
' 1 AN11-SIPHON O
VALVE.
LVE, PVC (A$ REOTIS ]
WiDC RAILS. T- %H. 10 SST
t 1/2" 615C11ARCE
FAx ] C1!ST IRON
A 7
DISCHARGE LEVEL
LIFTOU7 CHAIN, 1/4' S5T
1 1/4" DISCHARGF PIPE, PVC
SCH. 80
EL 57
PUMP ON LEVEL
EL 54
PUMP OFF LEVEL
•• �' " MYERS 5RA-12^ -CV- LIFTOUT
.._ :. (M/CHECK VALVE}
1W:1� 2HP 4PIN ER PUMP SHOWN ✓ CONCRE7f AN11-FLOTATION SASE RC
i-
3 1/2 CU, FT. FOR EACH FOOT OF BA
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE FABRIC
3'-0"�
FILL SLOPE
MINIMUM 12— /2119AU
INTERMEDIATE WI S ji:
Anr
r-- GRADE B' MINIMUM COVER
2'—O' OVER SKIRT *
ANCHOR SKIRT AS DIRECTED
BY ENGINEER
SIDE VIEW
USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW.
CONTROL 1400NTINC
BRACKE7. S37.
� (�-DISCHARGE FLANGE
1 i
`7 T 4' YALL VAL1y��,, P 1C
I11110N, BWp4'A 71PE
T I/i" ANTI -SIPHON
VALVE PVC
WASTEWATER GRINDER PUMP STATION
3/8-14UHC x 2 iO,
ANCHOR STUD
J4) RLO'D
NTS
I
C3nslow water c;c Sewet Authority
22j�I'H (JST BLOC KIN(,
FINAL PLANS
FOR REVIEW ONLY
NOT FOR CONSTRUCTION
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PAMLICO ENGINEERING SERVICES, PILL
LICENSE NO. P-0530
PAMLICO ENGINEERING SERVICES
128 Abbey Lane
Washington, NC 27889
_ 252-945-2983
[e-mail]
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Sheet No.
C-00