SW7120701_APPROVED PLANS_20120822

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW ���_0 70Z
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

A
OWNER: EASTERN PRIDE, INC.
2405-F NASH STREET
WILSON, NC
GENERAL CONTRACTOR - STOCKS AND TAYLOR
CONSTRUCTION, INC
WASHINGTON. NC
SUMMARY OF SITE:
GENERALBUILDINGINFORMATION
BUILDING USE: COMMERCIAL — RETAIL
BUILDING SIZE: 7995 SF
LOT SI ZE 0.913 AC..
ZONING INFORMATION:
ZONING: HB
SETBACKS:? MINIMUM BUILDING SETBACKS (UNLESS NOTED)
FRON T: N /A
SIDE: NA
REAR: NA FEET
UTILITIES:
WATER LINE — TOWN OF BELHAVEN
WASTEWATER — TOWN OF BELHAVEN
ELECTRIC — TOWN OF BELHAVEN
WASTEWATER SERVICE: 4"SEWER
WATER SERVICE: 3/4" WATER SERVICE:
NEED FOR DIFFERENTIAL PRESSURE REDUCING DEVICE
ELECTRIC SERVICE-- UNDERGROUND
NATURAL GAS -- N/A,
ALL NEW SERVICES SHALL MEET ALL
NC BUILDING CODE REQUIREMENTS
ALL EXISTING UTILITIES ARE SHOWN
BASED ON FIELD EVIDENCE AND PREVIOUSt PLANS:
PRIOR TO ANY DIGGING NC ONE CALL SHALL
BE CALLED AND CONFIRM LOCATION AND SIZE
OF ALL EXISTING UTILITIES.
PARKING REQUIREMENTS
PARKING SPACES TO BE TYPICAL. (9 FEET X; 18 FEET) UNLESS
OTHERWISE NOTED
PARKING SPACES REQUIRED. N/A
PARKING BUILDING CODE REQUIREMENTS: N/A
PARKING PROVIDED TOTAL — 30
HANDICAPPED ACCESSIBLY — 2
HANDICAPPED ACCESSIBLE PARKING TO BE (2 EQUAL SPACES)
PER LOCAL CODE
— THE PROPERTY IS SHOWN ON FLOOD INSURANCE RATE
MAP 3720760600J, DATED MAY 15, 2003 AND A PORTION
OF THE PROPERTY IS LOCATED UN A SPECIAL
FLOOD HAZARD AREA (LOCATED IN SHADED ZONE AE EL 8);
r
V[CINITY MAP
v
Toa�
COUZYR d
re
` 4� "
SITE
"Al
FINAL PLANS
FOR REVIEW ONLY
NOT FOR CONSTRUCTION
_--i �„ .i
�---- SS ----- ss
2" SURFACE COURSE
8" ABC STONE
COMPACTED SUBGRADE
1 TYPICAL PAVEMENT SECTION
Scale: Not Ta Scale:
�P.RPH 4t�� 0 . n
G)_5jE_P�
LINDA K. POUNDS
D..B. 1127, PG. 606
TRACT 1
p,C, F,: SLtDE 351-7
DITCH TO BE RELOCATED
TO PROPERTY LINE
SS —�
W --i
• EXISTING OPEN TOP IRON PIPE
® EXISTING NCGS HORIZONTAL STATION
EXISTING POWER POLE
■ EXISTING 6"1 CONC. MON.
© EXISTING NCDOT R/W MON.
--um— vW----aA+— OVERHEAD ELECTRICAL LINE
EI TELEPHONE PEDESTAL
20 0 2G 40 60
GRAPHIIC SCALE — FEET
SAND FILTER
DA 1
DITCH I I A"N. .J--.
MITER STOP
T
tv w _j
24- MM. FROM THE -
14 ACN}
HOUSE SCRV1Cf: J
HOUSE
BOTTOM' OF DITCH
OTHERS
SERVICE TUBaJD L[NOiNIA4 REOV —ry
KEEP LINE SLAOK
J
'NETER BM TO BE FURNISHED AND P METALLED BY UTILIFr
ty
CONTRACTOR, SERVICE SADDLES SHALL BE: USED ON
ALL WATER LINES a" ANp SMALLER.
SERVICE SADDLES SHALL ALSO BE USED ON, 4" AND LA=R
PVC WATER MANS WHICH -DO NOT ME[T THE R[OINREMENTS
RNCE_$ADDLE
OF AWWA C-400, CLASS ISO.
i NMVM LONER OVER SERVICE LINE SHALL BE 241
WIETER Bit SHALL. NOT EE INSTALLED IN SLOPE OF !ITCH.
ATE* MAIN
Z 3/4" - 1" WATER SERVICE DETAIL
ScalL-: Not To Scale:
3 RPZ/BFP DETAIL
Si Not To Scale:
VARES
(SEE MANUFAC-RIRER)
MUMPLE ASSEMBLY
SS 1 OR CLASS 2
E: 1060 94.411AIM
17HERPROOF
CONCRETE OR APPROV0
DRAIN PORT - PROWZ
POSITIVE DRAKM E OUT
OF ENCI.fl6UiE
7K
(Z&AZ
II
�I7 a I
I l I,I .1
. /.
OR
Esi
11%wmwa2r
II �:
• P. I III. a� �
I Ii P'
4" 3PS CON=WLJ
000 ihlmulm E• ANNULAR AREA
BLAB. ONUFACr S PER
ER OPEN"
SP ►1IINS
Y FLJDW AO* ,
NOTES.
1) REDUCED PRESSURE PRINCIPLE BACKFLOW,
#?REVELATION ASSEMBLY SHALL COMPLY
APPROVED
WITH ASSE 1013 & AWWA C511.
NORTH CAROUNA EIWIaRO�: -, ~L "NIT
2) DOUBLE CHECK BACKFLOW' PREVENTION
VANAGEMENT COMMISS;ON
ASSEMBLY SHALL COMPLY WITH
ASSE 1015 & AWWA C510,
0-VISION OF WATER QUALITY
3) BACKFLOW PREVENTION ASSEMBLY SHALL
Date 2-2— 20 LZ
SE INSTALLED WITHIN 5-FT OF THE METER BOX,
BACKFLOW PREVENTION ASSEMBLY SHALL
5#ormwater Permit No.. Sir t Z 0-7-PI
SE CENTERED ON CONCRETE OR APPROVED FIBERGLASS
MOUNTING PAD AND CENTERED WITHIN ENCLOSURE,
5) MINIMUM INSULATED CLASS I OR CLASS II,
ASSE 1060 WEATHERPROOF ENCLOSURE
(REQUIRED (HEATING OPTIONAL
6) OPTIONAL 120V GFCI ELECTRICAL
G`j`\M/
(RECEPTACLE TO BE INSTALLED IN
RECEIVED
�
ACCORDANCE WITH THE NC ELECTRICAL
CODE FOR OUTDOOR OPERATION,
7) PIPE MATERIAL SHALL BE PVC
��;� - � Lu'IL
(SCH. 80 OR BETTER),
COPPER (TYPE K) OR BRASS (ASTM B43).
$) INSTALLATION SHALL BE IN
i A / e R O
COMPLIANCE WITH ALL APPLICABLE TOWN
DWQ �� �jl�i �
ORDINANCES AND SPECIFICATIONS IN
ADDITION TO THE NC PLUMBING CODE.
9) PROPERTY OWNER SHALL BE RESPONSIBLE
FOR MAINTENANCE AND OPERATION OF
BACKFLOW ASSEMBLY, AND COMPLIANCE
WITH REPORTING AND TESTING REQUIREMENTS.
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"AN UCO ENGINEERI SERVICES, fPLLC
LICENSE NO. P-0530
pjwM- 4a)
. 4
I E g necrinz
I V4CS
PAMLICO ENGINEERING SERVICES
128 Abbey Lane
Washington, NG 27889`
252-945-2983
[e-mail]
R�Fes.
- 12017
Scale: lit_ 20'
Sheet No.
C-001

fY)a,� a svir »a��o �
OWNER: EASTERN PRIDE, INC.
2405-F NASH STREET
WILSON, NC
GENERAL CONTRACTOR -- STOCKS AND TAYLOR
CONSTRUCTION, INC
WASHINGTON, NC
SAND FILTER DIM.
NOTE;
AVG DIMENSIONS SHOWN FOR EL.
6.5 AND 5.0'
ACTUAL AREAS FOR DESIGN WERE
TAKEN FROM ACAD GENERATED
CONTOURS
AS +AF = TOTAL SURFACE AREA
378 + 428.5 = 806 SF
70*21 /2 = 735 SF �.
1
c
70.3
SAND FILTER 1
AS +AF = TOTAL SURFACE AREA
383 + 399 = 782 SF
66*24/2 = 792 SF
66.0 I
SAND FI LTE R 2
PR POSED QV RFLOW
STRUCTURE SEI, DETAIL,
RIM = 6.5 w
/WEIR EL. 6.4
Q //
FOR EARTHEN
l Al I RF
H0140GENEOUS AND
CLASS CL 1, CL--2 OR CH
2:1 SI E SLOPE (TYP) I I F
STABILE E DITCH BANK��
WITH M TTING EIE
SANb FILTER MEDIA
TO M ET ASTM C 33
T
EL. 6.5
N R 3:1 SI
SLOPE
A/
8" ROOF
INV 6.74
INV OUT
AND FILTER 2
DA 2
VOL 575 CF
STRUCTURE SEE DETAIL
RIM = 6.5
5" RCP OUTLET PIPE W/ FE
AND ANTI SEEP COLLAR
OUTLET PROTECTION
WITH CLASS B RIP RAP
WITH FILTER FABRIC
=5' INV IN = 3.0
CMVa ��0H SEQUENCE
1. OBTAIN AND POST COPY OF CERTIFICATE OF EPOS40N CONTROL PLAN APPROVAL.
2, CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL DEVICES AS INDICATED ON THE DRAWINGS OR SPECIFIED IN THE
SPECIFICATIONS,
3. ONCE EROSION CONTROL DEVICES ARE INSTALLED, BEGIN CONSTRUCTION OPERATIONS.
4, MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING CONSTRUCTION, INSPECT DEVICE AFTER EVERY RAINFALL EVENT AND CLEAN
OUT TRAPS AND /OR CHECK DAMS WHEN HALF FULL, z
EX. DITCH TO BE RELOCATED
5. AS CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION CONTROL DEVICES AS INDICATED ON THE DRAWINGS, CALLED FOR IN THE a,
�.
a
Q
INSIDE PROPERTY LINE AS SHOWN
SPECIFICATIONS. OR AS NEEDED OR OIRECTED BY ENGINEER,
Z
B. SEED AND MULCH DISTURBED AREAS AS STATED BELOW BASED ON WORKING DAYS;
FILL EXISTING DITCH WITH
A. UPON COMPLETION OF ANY PHASE OF CONSTRUCTION
IL
SUITABLE FILL MATERIAL
B. WEN WORK WILL NOT PROCEED IN AN AREA WITHIN THE ABOVE TIME MAME.
7 AFTER SITE IS STABILIZED REQUEST AN INSPECTION BY THE ENGNEER UPON APPROVAL OF SITE STABILIZATION REMOVE TEMPORARY
Q
EROSION DEVICES, DRESS OUT AREA AND SEED AND MUCH, PERMANENT EROSION CONTROL DEVICES SHALL BE INSTALLED AND c a
APPROVED BY ENGINEER, c „
CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 4 INCHES DEEP OVER ADVERSE SOIL
CONDITIONS, IF APPLICABLE,
RIP THE ENTIRE AREA TO 6 INCHES DEPTH,
REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
j---- PROP, SWALE TO DIVERT SITE REASONABLY SMOOTH AND UNIFORM,
WATER INTO BMP 1 y
APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX
WITH SOIL, IL
CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS
PREPARED 4 TO 6 INCHES DEEP.
SEED ON FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
EOUIPMENT OR CULTIPACK AFTER SEEDING,
WEIR TO BE USED AS
A FLOW SPLITTER DEVICE MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH,
A DURING STORM EVENTS GREATER
7'94 THAN 1 YR 24 EVENTS
EVENT THE INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING WITHIN
SWALE WILL OVERFLOW TO AVOID THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 50 DAMAGED,
ADDITIONAL DRAINAGE INTO THE REESTABLISHED FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
SAND FILTER,USE SOD TO ESTABLISH
GROUND COVER AND PREVENT EROSION NOTE' 0
OF THE BANK. CONTRACTOR SHALL PROVIDE A PERMANENT SEED COVER ON ALL AREAS DISTURBED
WEIR EL. = K.6.DURING CONSTRUCTION OPERATIONS, INCLUDING ANY DISTURBANCE TO THOSE AREAS
THAT WERE SEEDED DURING PREVIOUS WORK, 10 0 z
ALL. SPOT ELEVATIONS ARE TOP OF ASPHALT UNLESS OTHERWISE NOTED � 2
TOB CONTOURS ARE SHOWN IN 1' INCREMENTS 0 W
THE PROPERTY IS SHOWN ON FLOOD INSURANCE RATE J U
6' MAP 3720760600J, DATED MAY 15, 2003 AND
THE PROPERTY IS LOCATED !N A SPECIAL FLOOD k�
2 HAZARD AREA (LOCATED IN SHADED ZONE AE EL 8); (�
fJ
W
sw a m
6.6 =EEC G PLAN
1. TEMPORARY SEEDING un
1 sw PLANING DATES GRAB'S TYPE POUNDS/ACRE.
6.50 DEC. 1 - APR. 15 RYE (GRAIN) 120
1 KOBE LESPEDEZA 50
APR, 15 - AUG. 15 GERMAN MILLET 40
AUG. 15 - DEC, 1 RYE (GRAIN) 120
LIME 3,000
1 SEDIMENT BASIN FERTILZER 10-10-10 800
1 VOLUME 756 CF MULCH STRAIN 4,000
=5' INV OUT =2.5 7.80 -��'
VOLUME 798 CF �`` �. TA � i DEPTH = 2
-18,. DEPTH = 2' 7.$O t 2. PERMANENT SEEDING
SW [ 1 PLANING DATES GRASS TYPE P_OUt�fACRE
10 =2.55 CFS ,�arjrrurr
10=4.01 FPS 5 TA TA SAND FILTER 1 SEPT. 1 - OCT. 3 TALL FESCUE 200
A =0.38 AC 7 n3i TA DA 1 ROBE LESPEDEZA 50 �.`` Lo /
8-' ROOF DRAIN
INV 7.1 AT 0,4%
INV OUT 6.6
l \ ,mi Q'a
PROP, SWALE TO DIVERT SITE 1 7.44 ` 90 LIME 4,oDo�
WATER INTO BMP 2 VOL = 643 CF RYE (GRAIN) 25
TA TA FER nUZER 10-10-10 1,000 = ' EAR. l
` ]] \ MULCH STRAW 4,000 y
1 1 7 38 7.75 1. i 7.15 / 15" RCP OUTLET PIPE W/ FES w� rr�20212 �.;
AND ANTI SEEP COLLAR �.,'Qj•.N��N>��•
TOP OF BANK , 1 TA �- sw OUTLET PROTECTION '�'•.,C/MPt-1>La``'�
PROP. SWALE TO 6, 75
� CLASS B RIP RAP gT�+e1Ua 1,aaa
EL 6.95 6 S2 DIVERT SITE WITH FILTER FABRIC
e WATER INTO BMP 1 L=5' INV IN = 3.0
7.25 W=5' INV OUT =2.5 Z
w� TA w D=18" �T
6.7 6.85 TA 6.90 010 = 2, 81 CFS PAMLICO LEiCENSEERING P-0530ES, PLLC
S MA TA V10= 4.14 FPS
6 g5 FTW-j IAI DA =0.53 AC
PAVEMENT
.-r.�• -
".
- • ►
ummmillow
b'1Oil �
m--1
!
�I
SHwT EL. 2' BELQ EX• ! - 7 CLEAN TON S
DEEP
ETWEEN SAND AND�STGNE
3 SAND FILTER 2
NTS
EL. 6.
3:1 SIDE
SLOPE (TYP)
GROUND
SHWT EL. 2' BELOW EX.
P:
EP 6.52 x
EP 6. 2
6.55
u 264 CONSTRI ICTION 13
ENTRANCE
100' ROW ,
V-
REGRADE EXISTING DITCH 18" RCP OUTLET PIPE W/ FES
ROPOSED OVERFLOW E USED AS TO PROVIDE 2:1 FRONT SLOPE WITH STO PARKING LOT
STRUCTURE SEE DETAIL AEFLOW IR TO BPLITTER DEVICE OUTLET L PROTECTION
ASS RIP AP
RIM = 6.5
DURING STORM EVENTS GREATER WITH FILTER FABRIC
x THAN 1 YR 24 HR EVENT THE L=5' INV IN = 0.63
TOB 6.9' SWALE WILL OVERFLOW TO AVOID W=5' INV OUT =0.52
ADDITIONAL DRAINAGE INTO THE D_18"
SAND FILTER. USE SOD TO ESTABLISH Q10 = CFS
GROUND COVER AND PREVENT EROSION
V10= FPS
II OF THE BANK. DA = 3 AC + /-
1 SAND FILTER I
1" m20 H 1" -2' V
2:1 SIDE SLOPE (TYP) WEIR EL. 6,75
STABILIZE DITCH BANK
USING SOD ALONG 6.9 a TOB 7.0
AREA OF THE SAND
FILTER TEMPORARY CHECK DAM
e - WEIR OVER
SAND FILTER MEDIA INV 6.52 FLOW EL 6.7 -- SILT FENCE
TO MEET ASTM C 33 010 = 6,72 EX, GROUND - ARC CHECK DAM
11
`~ -- -
f OUTLET PROTECTION
I- - SELECT FILL MATERIAL
FOR EARTHEN 1 2:1 SIDE
EMBANKMENT SHALL BE t I SLOPE (TYP) WATER SURFACE ELEV.
HOMOGENEOUS AND Q\o = 2,07'
CLASS CL 1. CL-2 OR CH ow = 7.0 CFS
~ ',I DA =1.27 10 AC
+ SWALE
2 NTS
ICTURE SEE DETAIL
= 6.5
SITE DRAINAGE DATA
TOTAL. IMPERVIOUS AREA
0,5700
TOTAL DRAINAGE AREA
0.9130
SAND FILTER SCHEDULE
AREA NUMBER
1
2
DISTURBED AREA
AC
0,53
0.38
IMPERVIOUS AREA
0.27
0.3
TOTAL DRAINAGE
AREA
0.53
0.38
WATER QUALITY
VOLUME ADJ
1125
1200
VOLUME PROVIDED
1399
1373
PAMLICO ENGINEERING SERVICES
128 Abbey Lane
Washington, NC 278891
252-945 2983
[e-mail]
......... 12017
Scale: in ; 20'
Sheet No.
CIre
002
- � _ ' � i �--r-r �s^ter-�--•- - ' r • � :` � , ,. • I : � r . 'S ' .` j ' . - -

3 &A Ekl 7W 701
F3
s
LINE WEIR WITH
RIP -RAP CLASS B
OR SOD ACROSS THE TOP
TO THE BOTTOM OF THE
SLOPE
FILTER FABRIC TO �� ��xx
TOP OF BERM EL SEE PLANS BE KEYED INTO
TOP OF SLOPE AND
USED IN AREAS WHERE A
PERMANENT STAND OF GRASS
HITCH AND BURY FILTER FABRIC EDGE IS NOT ACQUIRED.
FILTER FABRIC WEIR LENGTH -10'
EL SEE PLANS (MIN' 12" OF FABRIC)
6MINIMUM 12-1/2 GAUGE
` 2' MIN. INTERMEDIATE WIRES
MIN.
OVERFLOW WEIR DETAIL MINIMUM '°GAUGE
1 LINE WIRES
a"cale: Not To Scale: 8'-0" MAXIMUM
STEEL POST
Y
TRASH RACK
W/ #6 BARS @ 6" O/C
BOTH DIRECTIONS
STEPS ALONG A VERTICAL WALL OVER
THE EFFLUENT PIPE AND VERTICALLY ALIGNED
BASE UNIT
ti
PERFORATED- PIPE
FROM SAND FILTER
6"
CARRY RIP RAP UP BANK fM'�
v VO U� 1 FREEBOARd VARIABLE A5 DIRECTED B THE ENGINEER WOVEN WIRE FABRIC
�i�� D L (MIN.) FT SILT FENCE FABRIC
41
N0. 5 WASHED STit�l£4�W---�` �.r`..�., ". eROO �SILT FENCE FABR 3'-0" 4 FILL SLOPE
'°:•a k-9i
&91�r
1 dEPTH OF INSTALLED TO ECOND Xwx 26*41.131TCH n `
)- GRADEII_
u RNST COVER
NATURAL GRADE OVEKIRINE ICLASS 8 RIP RAP 2-0
WITH FILTER FABRIC
ANCHOR SKIRT AS DIRECTED
1 &` MIN. VARIES - BY ENGINEER •
Ef30NT ZEW SIDE VIEW
�s
N T
Check Dam Detail USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
Scale. Not To Scale: SILT FENCE AREAS OF CONCENTRATED FLOW,
Scale: Nat To Scale:
�--- MAY BE PRECAST OR 8" BLOCK STRUCTURE
��-- ALL LIFT HOLES WHICH COMPLETELY
PENETRATE THE MANHOLE SHALL BE
FILLED WITH NON -SHRINKING GROUT
ALL EXTERNAL JOINTS SHALL BE SEALED
WITH AN APPROVED JOINT SEALING MATERIAL
5«
12" BEDDING (#57 STONE)
6 STANDARD OUTLET STRUCTURE
Scale; Not To Scale:
now
now
3'
r • L
•
FLUSH TYPE
CLEANWT CAP
TO BE INSTALLi
CLEANOUT to BE SET -
V-S ABOVE FIN. GRADE
s
n5
gz
USE DIP `
COMBINATION WYE
AND 1/8 SEND
�tY< �a
`�,N
EX, 3" PVC 22-1/2P"REND ° WELDSOLCAP
' . - STUB OUT T' PAST WYE
SCH 80 PVC " SCN. 40 PVC DWV SEWER •'� n
ADAPTOR COURNG .'p SERVICE PIPE AT 1% MIN,
GRADE.(ASTN 0-2665, 0-17951
P ..
p •27-1/2"
$EE CWRT
MAIN TYPE
CONNECTION
COMMENTS
ASS TRUSS
TAPPING
IN ACCORDANCE WITH THE MANUFACTURERS
SADDLE
RECOMMENDATIONS. MNNUM 4" OF JI557
STORE REWIRED UNDER ALL PIP04G,
PVC TRUSS
GASKETE0
IRI ACCORDANCE V41W THE MANUFACTURERS
WYE
CpNMENDATIONS. MUMMUM 4" OF #57
STORE REOUIPED UNDER ALL NPING,
PVC SOR 3�
CASKETED
N ACCORDANCE WITH THE MANUFACTURERS
WYEC
NDATION$. MIMMUM 4' CF 157
STONE REGURED UNDER ALL PIPIRIG.
PVC SANITARY SEWER SERVICE DETAIL
FOR AREA 1MTH CVR$ AND CUTTER
FOR MAINS WITH A MAXIMUM DEPTH OF 12'
UNDER'STONE IC SE PIPEINSTALLEDSTANDARD SEWER SERVICE
SE DER Rv10E PE
9 Stale: Nat Ta Scale:
—STOP POST
PER. PLAN
J- I
O O 7'_61, Q
1 �
FENCE TO MEET
TOWN STANDARDS
0 I1
04 , DOUBLE GATE W/
WHEEL SUPPORTS
W/ WWF
—6" REINFORCED
�D CONCRETE PAD - 3000 P,S,I,
A,A ,°
P • 4 D
A ASPHALT
PAVEMENT
PI AN NOTE:
6X6/6-6
STEEL MESH
. i� ( #6 BAR
1 ORIFICE OPENING IS •
2 2"
8„
SECTION A --A
DUMPSTER PAD DETAIL
73
Scale: Not To Scale:
PLAN VIEW
STOP POST AND FRONT
BOLLARDS SHALL 6"
STEEL PIPE, CONCRETE
FILLED, THE EXPOSED
LENGTH SHALL BE 4' ABOVE
GROUND WITH A BURY
J�DEPTH OF 3'. POSTS SHALL BE
"oVERTICALLY LEVEL. IN AN
18 DIAMETER HOLE BACK FILLED
WITH 300 1 PSI CONCRETE.
CLASS "I' RIP -
PERMANENT SEEDING
ON ALL SLOPES
4 TYP. SLOPE DETAIL
Scale: Not To Scale:
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
OPEN WEAVENETTING 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 NETTING 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
E�iil
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 13 INCHES, AND
SAMPLE EVERY 12 INCHES JUST BELOW THE ANCHOR SLOT,
MAINTENANCE
INSPECT ALL MULCHES PERIODICALLY, AND AFTER RAINSTORMS TO CHECK
FOR RILL EROSION, DISLOCATION, OR FAILURE. WHERE EROSION IS
OBSERVED, APPLY ADDITIONAL MULCH. IF WASHOUT OCCURS, REPAIR
THE SLOPE GRADE, RESEED, AND REINSTALL MULCH. CONTINUE
INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED.
r - ---------- -- 15' RCP
I 18" I
1
r I
I r
I I
1 --1—CLASS
CLASS B CONCRETE
1
I 1
I I
I
f I
TRENCH«
WIDTH L
SECTION
CONCRETE
CIFICATIONS
35 MIN. 15' MIN. NEW CONSTRUCTION
EXISTING ROADWAY PLAN
12" MIN, 11 ANTI -SEEP COLLAR
6« MIN,
25' OR WIDTH OF Scale: Not To ScaIQ:
PROPOSED STREET,
WHICHEVER IS '
GREATER. FABRIC UNDER STONE NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE
CROSS SECTION CONSTRUCTION ENTRANCE 15 USED,
STANDARD CONSTRUCTION ENTRANCE 2 IF c ON THE SITES ARE SUCH THAT THE MUD
10 IS NOTOT 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.
PIPE OUTLET TO FLAT AREA
NO WELL DEFINED CHANNEL
PLAN
PLAN VIEW
AREA TO BE DISTURBED
1' 2'
MOON
ARC FILTER
0. 5 WASHED STONE
R NO. 57 STONE
ROADWAY
SHOULDER
CULVERT
NTS
W
Lu
Z
IJ
a
W
0
IN CHANNELS, ROLL OUT STRIPS OF
NETTING PARALLEL TO THE DIRECTION OF
FLOW AND OVER THE PROCTECTIVE MULCH,
I
18'
ANCHOR NETTING IN A OVERLAP PROFESSIONAL SEAL
6-INCH TRENCH, JOIN STRIPS BY ANCHORING
AND OVERLAPPING. N.%.t\Wqz
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�Q4o. Ess�N
SEAL
TEMP. DITCH LINER =
_., 20212
S Scale; Not To Stale: • �FNG F.'
., ! � ,. tv,
PIPE OUTLET TO WELL-
DEFINED CHANNEL
RIPRAP MIN
CLASS DEPTH (d) PLAN
A
8 1' - 6"
La 1 2' - 2"
1-0 2 3' -0" La
o ,
SECTION THRU PIPE SECTION THRU PIPE
NOTES: 1, Lo IS THE LENGTH OF THE RIP -RAP APRON.
2. do IS THE NOMINAL SIZE OF THE OUTLET PIPE,
,3, IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE
THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS. WIDEN CHANNEL A5
NECESSARY TO ACHIEVE REQUIRED WIDTH AT DISTANCE Lv FROM OUTLET, RIPRAP ENTIRE DISTURBED
PORTION OF THE CHANNEL.
4, A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIP -RAP AND SOIL FOUNDATION,
Z OUTLET PROTECTION DETAIL
Stale: Not To Scale:
HLO •�.
PAMLICO ENGINEERING SERVICES, PI
LICENSE NO, P-0530
m1.0
a2
PAMLICO ENGINEERING SERVICE
128 Abbey Lane
Washington, NC 27889
252-945-2983
[e-mail]
12017
NTS
sheet No.
C Inn 0 0
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