SW7090815_APPROVED PLANS_20091009

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW_ 7�JO1�
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE-
YYYYMMDD

ti
VICINITY MAP
NTS
150 US Hwy 158 E.
JAMES &NJOY HOFLER
PO Box 339
RESIDUAL PARCEL ±37.88 ACRES
Camden, NC 27921
D.B. 240. PG. 70
D.B. 109, PG. 246
[phone]
#0500510
[phone] fax
www.hymanrobey.com
27
2j License C-0598
27
"0*111111111���.' ''�.,��
-, Y\ CARP
r,
26 O �ESS/0
' o
26-
ro
26 00 6 26.0 50' 26.0 26 6 - - - y�% T-- �6�� ;yC 1 N��'•' •'SA,
10' WIDECONCRETEWALKIm q
25.80 25. I ,--.25
N iSr` 1 I
DITCH INV. = 23.5 25 EIL
CLEAR ZON HL I LANDING 25' IN
22 26 (GRASS) CLEAR 20N 4 AREA
o I PROPOSED RIIPRAP J i S U N B U RY
�5 5 I � p5 I � \
/" i \
:VNNN N N I '0 26.D'E}fA 2gE ---VOLUNTEER
NN INFILTRATION I �'• ta7"` 7�
BASIN I NNNN.S 25 FIRE DEPT.
25' CLEAR ZONE �^h �19
/ DITCH INV. = 25.0
N L_ too•
6 0
2,903 SF AT BOTTOM - ,,°°i�,' P S U N B U RY
OanN N YIN ELEV - 21.50 Nil* /' �-°�
VNNN NN NN
TOWNSHIP
22
z<
VigoGATES COUNTY
2a OR •26 £ 1, THISTPORTION
OR O SHALL
OF THE°ERMUTOT I fIrr - 2aQ9
1` DIRECT RUNOFF TO VEGETATED `7 �VV r
DITCH INV. = 23.5 FILTER PRIOR TO CONSTRUCTION C j
20 SETBACK OF INFILTRATION BASIN N/F NORTH CAROLINA
�.
v 23� I S&M FARMS
D.B. 258, PG. 208
dw
/) P.B. 3, PG. 86
I V I i ^ \ 25 / \ /lopN I / bn 28.00 80 28.00 -� 31 2 29 E I \ k0 00764
6
a6.20
o. \y 25.00' 26.00 P7 26 50
ONE ONE .�X„ 24 \ ry M� yQ• 24J5 26 �_ -
AE(23.5).. `r 25 37 -
I SEPTIC
II / % ry24.85 • �25 25�- . - . t% TANK � 32. tiyp OIL BORING INOVERFLOW WEIR \ p3 % ;..2g 25 tirya tiR7 CATION TOP WEIR . 2355 FLOODZONE Y' \
/ 24 BEGIN SWALE `7• / ti - 2� \ 7 tiry 0 \ FLOODZONE "AE(23.5)'
30'(L) 15'(W)
I
I
I
I
I
N
I
28
Ex. DITCH
I
f_
BEGIN SWALE
INV. = 24.8
N89' 29' 34"W
INV. = 26.0
_
N89' 29' 34"W
9 0
28-
4 8
27
27
-26 26�
aLOPE ® Q223r -Z6-
95.00'27
27
-x 272T-00°- 27-on_ceasi
N/F 26
i 40.00' J
` DAVID & STAGY WHITLOW m M 9 ^ 1 -roe 10' '(� - ra /
D.B. 227, PG. 300 £^ - ti �l' _T,P
P.C. 2, SL. 91, M. 1
4�.. k0500509 °i v 28.75 3 26.60 CO
NN. v N f 26.20
a.. N 26.75 v n R
CURVE DATA 26.50
17- 06' 10" \ y 4 22 -
:. R = 100.00' :n, y sF 26 A
L = 29.85' `°' `L 'P =.4-
- T = 15O
29.
29.726.1 5-
CH PS+OS.ao o4 26.25 26
2O
_ EX _DI -TC-H '�T BEGIN SWALE 'Lhp 40 LF 15" RCP
NV. = 23.3 r+ IN = 26.0 O' INV IN 23.70
-- s 25.70 25.70
`-` TIE TO EX. DITCH p
26.00 25 25.70 ..27 00 INV OU7 = 230
INV. (323.3) PC 4x 7S j /S• .. ?61
SS r P 26 SLOPE ,O 1SLOPE 3�25
26.2 26
27 26.5
. / 2' 00 28.00
39 MEETING ROOM, v,
KITCHEN &
/ 5.75 BATH ROOMS
�/ ryh1 38 STORY
0800 SF)
rr/ N I / 25.50 FF 28.00 ;0
27. 0 28.00 RA 28.00
ti / o / s 3 40' so'
I�y FIRE TRUCK °D
PARKING BAYS
5.. % 2Q i` I!! 1 STORY
25o 25 -
/ or r (4000 SF) v -
25.00 .FF 28.00
-�j
\ J 25. INV. = 24.2 - 24_ _. / ti� 1 � VEGETATED
I / 22 / �- - - - - - - 24 / pS FILTER
00. /�y / 1 j• SEPTIC FIELD---
/�c,r,
I
5 X 80 LF
W CURVE DATA 24:
A = 58' 51' 36"
432 SF FILL N R = 100.00' _Pr a �( REPAIR FIELD- / \\
I IN WETLANDS L = 102.73' 2x _ _
- "� 5X80LF / \
8?' 10 C , 2
(SEE SITE DATA T = 56.42' 6
CURVE DATA NOTE 12) CH = 98.27' �� - - - - - - - -
A = 18- 50'
I I R = 32.89' I 18349 EX. GI CH ry�
N N N L = 32.89' 41 19 W INV. 19.7
=1 DITCH INV. = 20.0 S�� - - - - J
CH 32.74' � / A N
I I N I I I I NV IN =48 LF RCP1980 ✓b2/ / �-2a: 5 hbry"I \ ?� 25 ' =-
- W F
" \ S&M FARMS
08
INV OUT = 19.30 V A A C, '( R V X ," r / D.B. P.B.3. G. 6
\ y\ . 3. 76 86
� #0600764
I� 2
l 4 50 uNi 21 �24.63 3p
+ / 4
A \ h
'5\
23
68 LF 18" RCP - `3SR -- N y _ REPAIR FIELD
INV IN = 21.72 24 - 24.50
INV OUT = 21.37 IiQ - - 1+00 MEN T�1N R�W - 5 X 80 LF
EASE
MATCH EX. EDGE OF - S
PAVEMENT f24.70
- W 24.50
AT
EX, 40 LF 18" CPP
INV IN = 2, 63 - - _ - - 24
INV OUT = 21.42 yg
22 EX _� INV IN C"8.57 .. S&MN ARMS _
= -Ay/ I -�' C FLL �" { I I I•IW `� - _-0 INV CJT = 18,81 / D.B. 258, PG. 208 _
W IT BE REMOVED P.B. 3, PG. 86
\
{ \ TIE TO Ex. DITCH /
20 INV. (319.2) EX. DITCH _ k0600764
218 SF FILLJAMESJAMES &N 0 HOFLER
N/
-�) PROPOSED STONE DRIVE RESIDUAL PARCEL ±37.88 ACRES /
I SHALL SERVE AS THE (SEE SITE DATA D.B. 240. PG. 70
CONSTUCTION ENTRANCE NOTE 12) D.B. 109, PG. 246 _
/ #0500510
I / R/W C.L. DRIVE R/W
95. 0.
VARIES 35'-0" MIN. VARIES 60'-0- MAX.
6,6.
EARTH EARTH
fI II 1 VARIES VARIES SHOULDER 24' AGGREGATE DRIVE SHOULDER
I I 10' MIN. 7' MIN. (FUTURE PAVED)
1 / I C.L.
SHOWNV.
I / i
IN PLAN
2.0% 2.0%
/
IX
ENTRANCE DRIVE TYPICAL SECTION
NTS
I
� I I
LEGEND
SITE DATA:
SOIL BORING LOCATION
1.
OWNER:
YYY
SUNBURY VOLUNTEER FIRE DEPARTMENT, INC.
SITE BOUNDARY
GEORGE P. KITTRELL, CHAIRMAN -BOARD OF DIRECTORS
380 PARKERS FORK ROAD
EASEMENT
CORAPEAKE, INC 27926
[phone]
STORM DRAINAGE TRIG. AREA
2.
GATES COUNTY PIN# 05-00510
SITE AREA = 108,905 SF = 2.500 AC.
1 EXISTING SOILS BOUNDARY
R/W AREA = 53,225 SF = 1.222 AC.
TOTAL PROJECT AREA = 162.130 SF = 3.722 AC.
- EXISTING DITCH/SWALE
PROPOSED DITCH/SWALE
3.
SITE COVERAGE BREAKDOWN FOR PROJECT:
- - - -2,9- - - - EXISTING CONTOUR
ONSITE:
20 PROPOSED CONTOUR
PROPOSED CONCRETE PAVEMENT = 8,50D SF
PROPOSED GRAVEL = 13,579 SF
'70� EXISTING UTILITY POLE
PROPOSED BUILDING = 6,800 SF
PROPOSED SIDEWALK - 1,439 SF
PROPOSED IMPERVIOUS AREA - =318 SF
= _ _ _ _ _ _ _ EXISTING PIPE
OFFSITE IMPERVIOUS GRAVEL:
PROPOSED PIPE
PROPOSED 95' R/W = 17,307 SIF
❑ ❑ ❑ SILT FENCE
PERMIT DRAWING ONLY
=
NC-32 937 SF
TOTAL OFFSITE IMPERVIOUS = 18.244 SF
LIMITS OF DISTURBANCE
TOTAL PROPOSED IMPERVIOUS = 411 SF
KEY PLAN:
SITE IMPERV. COVERAGE = 30,318/108,905 = 27.84%
EXISTING PAVEMENT
PROP. R/W IMPERV. COVERAGE = 17,307/53,225 = 32.52%
4.
SITE IS LOCATED IN FLOOD ZONES X AND AE(EL. 23.5)
- PROPOSED AGGREGATE
ACCORDING TO FIRM MAP NUMBER 3720790800 J.
-
- - - PAVEMENT
DATED JUNE 25. 2008.
5.
TOPO INFORMATION PROVIDED BY PAUL TOTI LAND
., Y 14
r i
SURVEYING OF GATESVILLE, NC.
"-'
'� . �.,:•.`.PROPOSED CONCRETE APRON
6.
DISTURBED AREA FOR CURRENT PHASE OF
--
S
DEVELOPMENT WILL NOT EXCEED 3.7 ACRES.
5W70%08/
7.
THERE ARE WETLANDS ON THIS SITE AS SHOWN.
PROPOSED RIPRAP
M-
DELINEATION MAP PREPARED BY PAUL TOTI LAND
SURVEYING DATED JULY 22, 2009.
&
THIS IS NOT A BOUNDARY SURVEY. BOUNDARY INFORMATION
_ PROPOSED VEGETATED FILTER
WAS OBTAINED FROM THE RECORDED PLAT, TITLED "MINOR
_
Project M 090193
SUBDIVISION OF A PORTION OF D.B. 109, PG. 246 FOR
Drawing #: 090193 - SITE
SUNBURY VOLUNTEER FIRE DEPT. INC." DATED 06/18/09
"
Drawn: DAA
EXISTING WETLANDS
9.
ELEVATIONS ARE BASED ON NAVD 88
Checked: KDH
MONUMENT "SUNBURY" ELEVATION = 33.42
Approved: SCR
10.
TYPE OF SOILS ON SITE: GOLDSBORO (GoA)
SWALE/DITCH FLOW DIRECTION
Date: 08/20/09
PACTOLUS (PoA)
Sheet M 1/3
SURFACE FLOW DIRECTION
Scale: 1" = 30'
11.
ANY FILL BROUGHT ON SITE SHALL BE FROM AN APPROVED
SITE/MINE. ANY MATERIAL REMOVED FROM THE SITE SHALL
REVISIONS:
BE DISPOSED OF IN A SINGLE APPROVED LOCATION.
q260 PROPOSED GRADE
NUM. DATE DESCRIPTION
12.
PER U.S. ARMY CORPS OF ENGINEERS GENERAL PERMIT
(REGIONAL AND NATIONWIDE) VERIFICATION, ORM I.D. #
AI CHECK DAM
SAW-2009-00712, ISSUED MAY 7, 2009. THE ALLOWABLE
SHEET TITLE:
FILL AREA IN JURISDICTIONAL WETLANDS FOR THIS PROJECT
EIP
IS 0.07 ACRES (3050 SF). DISTURBANCE LIMITS AS SHOWN
O EXISTING IRON PIPE
AT ENTRANCE DRIVE SHOW 2650 SF FILLED PER OUR
SITE PLAN &
DESIGN. THEREFORE, DESIGN FILL DOES NOT EXCEED THE
ALLOWABLE.
GRAPHIC SCALE
O 0 15 30 60 12
( IN FEET )
1 inch = 30 ft.
DRAINAGE
PLAN
SHEET NUMBER:
1

1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PADS. (SEE DETAIL)
2. INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT
OFF SITE SEDIMENTATION.
3. INSTALL STONE FOR ENTRANCE ROAD, STORM DRAINAGE AND THE REMAINING
SEDIMENT AND EROSION CONTROL PROTECTION EXCEPT FOR INFILTRATION BASIN.
4. INSTALL THE STONE FOR THE PROPOSED PARKING.
5. PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN
21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND,
A PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING
DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION
OF CONSTRUCTION OR DEVELOPMENT
6. CONSTRUCT INFILTRATION BASIN.
7. MONITOR AND MAINTAIN THE INSTALLED EROSION CONTROL MEASURES
AND REPAIR AS NECESSARY.
8. ONCE VEGETATION IS ESTABLISHED, REMOVE THE CONTROL DEVICES.
CONSTRUCTION SEQUENCING
6" X 32" WIRE FENCE
CONSTRUCTION
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA
STRENGTH SYNTHETIC FILTER FABRICS.
2, ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 FILTER FABRIC
INCHES ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF
WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.) BACKFILL TRENCH
AND COMPACT
3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH THOROUGHLY
OF THE BARRIER TO AVOID JOINTS. WHEN THE JOINTS ARE NECESSARY, SECURELY
FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM FLOW
OVERLAP TO THE NEXT POST.
4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY HARE MESH FASTENED
SECURELY TO THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT
TO THE BOTTOM OF THE TRENCH. FASTEN THE WARE REINFORCEMENT, THEN THE UPSLOPE
FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST. WIRE OR PLASTIC ZIP TIES
SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8
FEET APART. SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A B" MINIMUM
MINIMUM OF 24 INCHES.
2'-0"
6. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE
WIRE MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO
POSTS. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE
STRENGTH AND A 6 MONTH UV PROTECTION RATING.
7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WADE AND 8 INCHES DEEP
ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM SIDE OF THE TRENCH.
9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND
COMPACT. THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE
PERFORMANCE.
10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES
TYPICAL DITCH OR SWALE
NTS
THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REQUIRMENTS OF THE EROSION
AND SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF NATURAL
RESOURCES AND COMMUNITY DEVELOPMENT. SOIL EROSION AND SEDIMENTATION CONTROL
MEASURES SHALL BE PROVIDED ON ALL AREAS OF THE SITE WHICH ARE DISTURBED OR
GRADED. CONTRACTOR SHALL PROVIDE GROUND COVERS (SEE SCHEDULE BELOW) WITHIN 30
CALENDAR DAYS AFTER COMPLETION OF CONSTRUCTION WITHIN THE SPECIFIC AREAS. THE
CONTROL MEASURES SHALL BEGIN PRIOR TO ANY LAND DISTURBING ACTIVITY INCLUDING
CLEARING; SHALL CONTINUE DURING THE CONSTRUCTION AND SHALL CONTINUE WITH THE
NECESSARY MAINTENANCE UNTIL THE DISTURBED LAND IS STABILIZED. COMPLIANCE WITH LOCAL
AND/OR STATE SOIL EROSION AND SEDIMENTATION CONTROL LAWS SHALL BE THE ENTIRE
RESPONSIBILITY OF THE CONTRACTOR. THIS PARAGRAPH IS INTENDED TO SERVE ONLY AS A
GUIDE TO THE CONTRACTOR FOR COMPLIANCE WITH SUCH LAWS. ORDERS, RULES AND
REGULATIONS CONCERNING EROSION AND SEDIMENTATION CONTROL PROTECTION OF EXISTING
STRUCTURES AND FACILITIES FROM SEDIMENTATION SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. ITEMS TO BE PROTECTED SHALL INCLUDE, BUT ARE NOT LIMITED TO CATCH BASINS,
NATURAL WATERWAYS, DRAINAGE DITCHES, WALKS, DRIVES, ROADS, LAWNS, AND STREAMS.
EROSION CONTROL MEASURES
SEEDING MIXTURE RATE (LF/ACRE)
TALL FESCUE 80
PENSACOLA BAHIAGRASS 50
SERICEA LESPEDEZA 30
KOBE LESPEDEZA 10
SEEDING NOTES
1, FROM SEPT. 1 - MAR. 1, USE UNSCARIFIED SERICEA SEED
2. ON POORLY DRAINED SITES, OMIT SERICEA AND INCREASE KOBE TO 30 LB/ACRE.
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LB/ACRE.
NURSE PLANTS
BETWEEN APRIL 15 AND AUG. 15, ADD 10 L8/ACRE GERMAN MILLET OR 15 LB/ACRE SUDANGRASS.
PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25 LB/ACRE RYE (GRAIN).
SEEDING DATES
BEST POSSIBLE
EARLY SPRING: FEB. 15-MAR. 20 FEB. 15-APR. 30
FALL: SEPT. 1-SEPT. 30 SEPT. 1-OCT. 31
SEEDING SCHEDULE
8" BLACK ZIPTIE OR
ALUMINUM TIE WITH
UV PROTECTION
STEEL FENCE POST
5' - 0.85 LB. FT. T-TYPE
.4" MINIMUM
SILT FENCE DETAIL
NTS
i
STEEL POST
SECTION
TOF
I — $ 0p
24"
MAX. HEIGHT
6 MAX. JIHNUAKU JIKLNUIN rILILK rAVKI. W-M WIKL ILNLL
GEOTEX 2134 OR GEOTEX 102F OR APPROVED EQUAL
6' MAX. EXTRA STRENGTH FILTER FABRIC WITHOUT WARE FENCE
GEOTEX 2134 OR GEOTEX 102F OR APPROVED EQUAL
6" X 32" WARE FENCE
18-24"
8" DOWN & 4" _ __......
FORWARD ALONG
- THE TRENCH
`--- FILTER FABRIC
LAYER OF y5 -
WASHED STONE
TOP OF BANK
DITCH 12" THICK
��
BOTTOM OF DITCH
PROFILE CLASS B STONE
REMOVE SEDIMENT WHEN IT ACCUMULATES
TO 1/3 THE HEIGHT OF THE DAM
FILTER DAM IS TO BE IN PLACE UNTIL
GRASS IS ESTABLISHED IN BOTTOM OF DITCH
SUFFICIENT TO PREVENT EROSION
CHECK DAM DETAIL
NTS
SEEDBED PREPARATION
THE CONTRACTOR SHALL CUT AND DISPOSE OF WEEDS OR OTHER UNACCEPTABLE GROWTH ON THE AREAS
TO BE SEEDED. UNEVEN OR ROUGH AREAS SHALL BE SHAPED AND SMOOTHED TO PROVIDE FOR EFFECTIVE
SEEDING AND EASE OF MOWING. THE SOIL SHALL BE SCARIFIED TO A DEPTH OF NOT LESS THAN 5 INCHES.
CLODS SHALL BE BROKEN AND THE TOP 3-4 INCHES OF THE SOIL SHALL BE WORKED INTO A SEEDBED BY
THE USE OF PULVERIZERS, DRAGS, OR HARROWS. THE PREPARATION OF SEEDBEDS SHALL NOT BE DONE WHEN
THE SOIL IS FROZEN OR EXTREMELY WET.
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000-5.000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCHING
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR
STRAW BY TACKING WITH ASPHALT, NETTING, ROVING, OR BY CRIMPING WITH A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCHING TOOL.
MAINTENANCE
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO SOIL TESTS
OR TOPDRESS WITH 500 LB/ACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM
THE MIXTURE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
SEEDING & MULCHING
A. NCDOT #5 OR #57 WASHED STONE SHALL BE USED, PAD TO BE 50' X 20' X 6" DEPTH MIN.
B. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS TO BE PROVIDED.
C. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
D. PAD MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD
ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
E. ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY.
�Py
Rpp,O
APO �P� E
P�
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
CLASS B EROSION CONTROL STONE
STONE DEPTH = 24"
PIPE
NTS
TOP OF BANK
4/\ W z
�jr/J o Z
0
- DITCH BOTTOM
� a �
4
4
TOP OF BANK
18,
EROSION CONTROL STONE
EPTH TO FLUSH WITH
OF DITCH
.. WOVEN GEOTEXTILE FABRIC
GEOTEX 801 OR APPROVED EQUAL
ROCK ENERGY DISSIPATER
NTS
HYMM
ROBEY
SOLUTIONS FROM THE GROUND UP
150 US Hwy 158 E.
PO Box 339
Camden, NC 27921
[phone]
[phone] fax
www.hymanrobey.com
License C-0598
CARO
SUNBURY
VOLUNTEER
FIRE DEPT.
SUNBURY
TOWNSHIP
GATES COUNTY
NORTH CAROLINA
PERMIT DRAWING ONLY
KEY PLAN:
Project #:
090193
Drawing #:
090193 - Details
Drawn:
JLW
Checked:
KDH
Approved:
SCR
Date:
08/20/09
Sheet #:
20173
Scale:
N.T.S.
REVISIONS:
NUM. DATE DESCRIPTION
SHEET TITLE:
DETAILS
SHEET NUMBER:
2

4 - #5 BAR
(CONTINUOUS)
3000
CONCI
LEVEL SPREADER
NTS
PLAN VIEW
PROFILE VIEW
EARTHEN BERM LEVEL
rSPREADER ELEV.=23.00 EX. GRADE
SEDIMENTATION f 25.00
rREMOVAL AT
ELEV. 22.00 S,
6"THCH 40 PVC
`-4" CLEAN SAND
(DRILL HOLE
THROUGH CAP)
EX. GRADE
00
—11.75' T----4 //�
LEVEL SPREADER LIP
ELEV.=23.55
F_ 3 ELEV.=23.25 '5 N
J--- - - - - -J
ELEV.=21.55 I
INFILTRATION BASIN DETAIL
NTS
a
0
0
0
0
1. FILTER STRIPS SHALL BE EXCAVATED AND SODDED NTH BERMUDA GRASS SOD (SHADE TOLERANT).
2. LEVEL SPREADER SHALL BE INSTALLED LEVEL.
3. UPON COMPLETION OF CONSTRUCTION, ANY ERODED AREAS IN THE FILTER STRIP SHALL BE REPAIRED.
4. FILTER FABRIC SHALL BE CONTECH C200 SLIT FILM WOVEN OR APPROVED EQUAL
30' FILTER STRIP
3" LAYER OF
#57 STONE —
ATOP 3' STRIP
OF FILTER FABRIC
SPREADER
'SEE DETAIL
LEVEL SPREADER LIP
ELEV.=23.55
/-ELEV.=23.25
LEVEL SPREADER BYPASS
NTS
PRECAST PARKING BLOCK
NTS
EDGES
STONE
STANDARD HANDICAPPED PARKING SIGN (TYPICAL)
TO BE INSTALLED AT REQUIRED HEIGHT AND
DEPRESSED SIDEWALK DIMENSIONAL RELATIONSHIP TO PARKING STALL.
LEVEL WITH PARKING
/r--HANDICAPPED PARKING STALL (TYP.)
:12
K.
—EDGE OF
AS DIM'D.
ON
SITE
PARKING ST)
— 8.0 FT. WHEI
81
a
a
PLAN VIEW OF PARKING STALL(S)
VAN
ACCESSIBLE
RESERVED
PARKING
MAXIMUM
PENALTY
$250
- � CLEARANCE:
a0" OUTSIDE OF PEDESTRIAN AREAS
84" WITHIN PEDESTRIAN AREAS
GRADE
A.D.A. STANDARD HANDICAPPED PARKING SIGN
(W/ STANDARD HANDICAPPED SYMBOL)
IIDEWALK
LL PAVEMENT MARKINGS (TYP,)
LCHAIR ACCESS AISLE
EDGE OF SIGN
HANDICAPPED PARKING WALKWAY
& RELATED DETAILS
NTS
SOLUTIONS FROM THE GROUND UP
150 US Hwy 158 E.
PO Box 339
Camden, NC 27921
[phone]
[phone] fax
www.hymanrobey.com
License C-0598
%%*�` \A CAROB
2� ;.oFESS/pti ti9
A.
SUNBURY
VOLUNTEER
FIRE DEPT.
SUNBURY
TOWNSHIP
GATES COUNTY
NORTH CAROLINA
PERMIT DRAWING ONLY
KEY PLAN:
Project #: 090193
Drawing #: 090193 - Details
Drawn: JLW
Checked: KDH
Approved: SCR
Date: 08/20/09
Sheet #: 3 OF 3
Scale: N.T.S.
REVISIONS:
NUM. DATE DESCRIPTION
SHEET TITLE:
DETAILS
SHEET NUMBER:
3