SW8080529_APPROVED PLANS_20080730

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 08O52.c1
DOC TYPE
❑ CURRENT PERMIT
© APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20 ors o, 30
YYYYMMDD

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SITE
0 NORTH
RIVER
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54EfP PANT RO
LOCATION MAP
NOT TO SCALE
SET PK NAIL AT THE
CENTERLINE INTERSECTION
OF US 70 AND
PROFESSIONAL DRIVE
ZOAD PRIVATE (SOIL CONSTRUCTION)
a\ PROP. BUMPER
BLOCK, TYP.
.o/
NOTICE:
CONON SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR
NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY
RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE
WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
NOTE:
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AS DISCLOSED BY AVAILABLE UTILITY COMPANY
RECORDS AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE COMPANY.
NO GUARANTEE IS EITHER EXPRESSED OR IMPLIED AS TO THE COMPLETENESS
OR ACCURACY THEREOF. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES
TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL
NOTIFY THE DESIGN ENGINEER IMMEDIATELY IF A CONFLICT IS APPARENT.
TILLER SCHOOL
CONSTRUCTION PLANS
BEAUFORT, NORTH CAROLINA
PROP. TRENCH PROP.
CURB, SEE VARIABLE WIDTH 4—
TRANSFORMER PAD
—DUM DUMPSTER PAD
VPROP. TRENCH N\F PEARL WEST
CURB, SEE DEED BOOK:1166 PAGE: 462
DETAIL. TAX PID#:7316.09.06.4911
EAMMEdffTO BE
J
METAL BUILDING
—1 7• • WE 192.40'
r—�
I VARIABLE WIDTH
EASEMENTBMP TO
BE RECORDED
I'
I
N TE
1. TOPOGRAPHIC SURVEY PROVIDED BY OTHERS.
2. CONTRACTOR TO FIELD LOCATE, COORDINATE DISCONNECTION,
AND REMOVE ALL NECESSARY PUBLIC & FRANCHISE UTILITIES.
3. PROPERTY IS ZONED R-8.
SETBACKS: FRONT --- 25'
SIDES ---- 8'
REAR ---- 30'
4. OVERHEAD POWERLINES BY PROGRESS ENERGY.
5. NO WETLANDS EXIST ON SITE.
C-1 LAYOUT AND PAVING PLAN
C-2 GRADING AND UTILITY PLAN
C-3 SOIL EROSION AND SEDIMENT CONTROL PLAN
C-4 SOIL EROSION AND SEDIMENT CONTROL DETAILS
C-5 SITE DETAILS
PAVING
LEGEND
PERMEABLE PAVEMENT PARKING AND DRIVEWAYS
ASPHALT PAVEMENT D 5 Z
0
CONCRETEAPPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
7-30,--rSS
RECEIVED
JUL 9 3 2008
BY:
VARIABLE WIDTH
r BMP EASEMENT TO
l BE PECORDED
�J
W. BUILDING—
t 4,600 SF c
VARIABLE WIDTH
BMP AND ACCESS _
EASEMENT TO BE
RECORDED
COVERED WALKWAY
PROPOSED
h
R
BUILDING
la
RELOCATED — — — — — —
N 2318'03"W 666.41'
N\F GEORGE GIBBS
DEED BOOK:86 PAGE:170
TAX PID#:7316-09,06.9076
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y�9; � .I NE.. i
aaA.
N\F GEORGE GIBBS
DEED BOOK:86 PAGE:170
TAX PID#:7316.09.06.9076
VN
RELOCATED
VARIABLE WIDTH
BMP EASEMENT TO
I BE RECORDED
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LEGEND
EXISTING STORM
FF
FINISH FLOOR
z
w
EXISTING WATER MAIN
--►
PROP. DRAINAGE ARROW
EXISTING SANITARY
XlP 40AD
PROP. TOP OF PAVEMENT ELEV.
REVISED
EXISTING GAS
xTC 40.00
PROP. TOP OF CURB ELEV.
EX. CATCH BASIN
)FJ 40=
PROP. GUTTER ELEV.
EX. MANHOLE
x7W 40M
PRE. TOP of WALK E:LEV.
EX. END SECTION
x10.00
PROP. SPOT ELEV.
SET IRON
—940—
PROP. CONTOUR
EX. GUY WIRE
poll.PROP.
END SECTION
EX. TREE LINE--
PROP. STORM SEWER
REV. 07-11-08
FD. IRON
PROP. SANITARY SEWER
REV. 05-22-08
EX. MAILBOX
PRE. WATER MAIN
REV. 04-21-08
EX POWER POLE
PROP. BACKFLOW ASSEMBLY
REV. 03-10-08
REV. 01-09-OB
EX. SIGN
�
[ 1 1
PROP. STM. STR. NUMBER
DATE: 8-18-07
DRAWN BY: TRS
CHECKED BY -.BAR
FBK:
CHF:
CALF HOR 1'a31
VER I'm -

BASIN
LINE TABLE
LINE
LENGTH I
BEARING
Ll
4.63
S89.42'03'E
L2
26.42
N67.13'11'E
L3
8.16
N54'21'30'E
L4
11.24
N39.29'12'E
L5
11A3
N31007'10'E
L6
4.90
N32'17'08'E
L7
6.22
N17.50'37'E
L8
10.22
NO3.24'05'E
L9
13.53
N17.36'06'W
L10
10.12
N24'18'06'W
1-11
3.09
N00'15'46'E
L12
6.60
N21'12'20'E
L13
5,96
N09'38'47'E
L14
15.69
S69'05'13'W
L15
7.00
N56.24'35'W
L16
13.77
N59'20'39'W
L17
7.92
N13'04'33'W
LIB
16,07
N14*01'19'W
L19
14.79
N46'53'50'W
L20
15.65
S83'56'52'W
L21
14.71
S06'26'37'W
L22
50.95
S20058'24'E
L23
8.46
SI0'32'51'E
L24
6.29
S00'18'46'E
L25
8.25
S20'19'58'W
L26
6.82
S27'38'07'W
L27
8,02
S25'53'33'W
L2B
9.60
S05'30'08'W
L291
20,73
S24'35'32'E
NOTlt-%ro
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR
NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY
RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE
WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
NOTE:
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AS DISCLOSED BY AVAILABLE UTILITY COMPANY
RECORDS AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE COMPANY.
NO GUARANTEE IS EITHER EXPRESSED OR IMPLIED AS TO THE COMPLETENESS
OR ACCURACY THEREOF. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES
TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL
NOTIFY THE DESIGN ENGINEER IMMEDIATELY IF A CONFLICT IS APPARENT.
DEED HUUK: -116b I'AUL: 40Z
TAX PID#:7316.09.06.4911
INFILI KAI IUN I•ADIN
BASIN CUMULATIV
ELEVATION AREA AVG. AREA HEIGHT VOLUME VOLUME
7.3 5,295
6,460 0.5 3,230 3,230
7.8 7,625
STORAGE ELEVATIONS
Zc = 7.3
V1, IV = 3,218 cf provided at Z1.5. = 7.8
PERVIOUS PAVEMENT VOLUMES
TOTAL
ELEVATION
BASIN
CUMULATIVE
(ft)
AREA AVG. AREA HEIGHT VOLUME
VOID RATIO VOLUME
0.00
14,060
14,060 0.6 7,030
0.35 2,461
0.50
14,060
14,060 0.4 5,905
0.20 3,642
0.92
14,060
STORAGE ELEVATIONS
Z. = 0.0
V1,1V = 3,291 of provided at Z1.s = 0.8
51
10
CURB
•
CONCRETE
, v v rwv . o i vain vnnm.
SEE ARCH.
a2m - .- ..- W.- ..-
NOTE:yFOR SECTION DETAIL
•
PAVEMENT
ASPHALT SECTION
10' TEMP. GRADING
DRAIN PIPE. TO
STORM DRAIN
PROP
FLEXIBLLEE \
N F GEORGE GIBBS
STORM DRAIN DEED BOOK:86 PAGE:170
PIPE TAX PID#:7316.09.06.9076
N\F GEORGE GIBBS
DEED BOOK:86 PAGE:170
TAX PID#:7316.09.06.9076
;IN DRAINAGE
:A 2
50' VEGETATIVE
FILTER STRIP.
NOTE:
ALL RUNOFF FROM
EXIST. SWALE MUST
BE DIRECTED TO
VEGETATIVE FILTER
COLLECT ALL
RELOCATED BUILDING
����
ROOF TOP RUNOFF.
NOTES:
1. TOPOGRAPHIC SURVEY PROVIDED BY OTHERS.
2. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITY INVERTS
PRIOR TO CONSTRUCTION BEGINS.
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(TOLL FREE)
LEGEND F
-------- EXISTING STORM FF FINISH FLOOR
---------- EXISTING WATER AWN -► PROP. DRAINAGE ARROW
---- EXISTING SANITARY x1P am PROP. TOP OF PAVEMENT ELEV. REVISED
--------- EXISTING GAS x1C MM PROP. TOP OF CURB ELEV.
❑ IX. CATCH BASIN x0U 10,00 PROP. GUTTER ELEV.
O EX. MANHOLE x1M 40.00 PROP. TOP OF WALK 0".
D EX. END SECTION AM PROP. SPOT ELEV.
O SET IRON _940_ PROP. CONTOUR
> IX. GUY WIRE PROP. END SECTION
IX. TREE LINE -- , --- PROP. STORM SEWER REV. 07-21-OB
O FD. IRON ---- PROP. SANITARY SEWER REV. 07-11-08
© IX. MAILBOX PROP. WATER MAIN REV. 05-22-08
- PROP. ELEC. CABLE REV. 04-21-08
$ IX. POWER POLE PROP. FIBER CABLE REV. 03-10-08
CARO'� -� IX. SIGN - - - - - REF. 01-08-08
C7''.� & PROP. BACKFLOW ASSEMBLY
ZO�,,���•tSS/O ': EX. HYDRANT DATE: 08-18-07
Q�SEAL ® IX GATE VALVE O PROP. STM. STR. NUMBER DRAWN BY: TRS
9.y, W' 1 717.1h : '�- CHECKED BY: BAR
FBI: C-2
CiF:
ME NOR 1'=3JFT. 07-321
VER Pm -

SOIL EROSION CONTROL NOTES
1. Development shall be staged to keep the exposed areas of soil as small as practicable.
2. Soil erosion control measures shall be installed between the disturbed area and any water courses
including rivers, streams, creeks, lakes, ponds and other water courses; wetlands' or roadways on or
near the site.
3. Sediment resulting from accelerated soil erosion shall be removed from runoff water before that water
leaves the site.
4. Temporary and permanent soil erosion control measures designed and constructed for the conveyance of
water around, through, or away from the site shall be designed to limit the water flow to a non -erosive
velocity.
5. Temporary soil erosion control measures shall be removed after permanent soil erosion control measures
have been implemented. All sites shall be stabilized with permanent soil erosion control measures.
6. If lakes, ponds, creeks, streams, or wetlands are located on or near the site, erosion control measures
which divert runoff and trap sediment mu at be provided at strategic locations.
7. When it is not possible to permanently stabilize a disturbed area after an e arth change has been
completed or when significant earth change activity ceases, temporary soil erosion control measures
shall be installed
8. Vegetation shall be established whenever disturbed areas will remain unchanged for 21 days or
greater. All temporary soil erosion control measures shall be maintained until permanent soil
erosion control measures are implemented.
9. Vegetated buffer strips shall be created or retained along the edges of all lakes, ponds, creeks, streams,
or watercourses, or wetlands.
10. Erosion and sedimentation control measures shall receive regular maintenance to assure proper
functioning.
11. It is the responsibility of the developer to insure that all soil erosion control measures are installed and
maintained
12. Dewater, of any kind, must be discharged through a stone filter, a filter bag, dense vegetation or into the
sedimentation basin.
13.It is the developer's responsibility to grade and stabilize disturbances due to installation of public utilities (ie.
Phone, gas, electric, cable, etc)
14. The contractor shaUI be responsible for street sweeping and dust control.
15. Slopes steeper than 1:6 (16%) shall be stabilized with an erosion control blanket.
MAINTENANCE REQUIREMENTS:
INSPECTION & MAINTENANCE OF SOIL EROSION CONTROL MEASURES TO BE CONDUCTED
ON A WEEKLY BASIS OR AS INDICATED BELOW, WHICHEVER IS SOONER.
SILT FENCE
SILT FENCES SHOULD BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND SEVERAL
TIMES DURING PROLONGED RAINFALLS. IF THE FENCE IS SAGGING OR THE SOIL HAS
REACHED ONE HALF THE HEIGHT OF THE FABRIC, THE SOIL BEHIND THE FABRIC MUST
BE REMOVED AND DISPOSED OF IN A STABLE UPLAND SITE. THE SOIL CAN BE ADDED
TO THE SPOIL PILE. IF THE FABRIC IS BEING UNDERCUT (I.E. IF THE WATER IS
SEEPING UNDER THE FENCE), THE FENCE SHOULD BE REMOVED AND REINSTALLED
FOLLOWING THE GIVEN PROCEDURES. FABRIC WHICH DECOMPOSES OR OTHERWISE
BECOMES INEFFECTIVE SHOULD BE REMOVED AND SAVED WITH NEW FILTER FABRIC
IMMEDIATELY. FILTER FENCES SHOULD BE REMOVED ONCE VEGETATION IS WELL
ESTABLISHED AND THE UP -SLOPE IS FULLY STABILIZED OR UNLESS OTHERWISE
DIRECTED BY THE ENGINEER.
RIP -RAP
INSPECTIONS SHOULD BE MADE OF ALL RIP -RAPPED SITES IMMEDIATELY AFTER THE
FIRST RAINFALL FOLLOWING INSTALLATION. DISPLACED RIP -RAP SHOULD BE REPLACED
AS NECESSARY FOR PROPER FUNCTION.
ACCESS ROADS (HAUL ROADS)
PROPER MAINTENANCE MAY INCLUDE ADDING ADDITIONAL LAYERS OF STONE WHEN THE
ORIGINAL STONE BECOMES COVERED WITH MUD. AFTER EACH STORM EVENT, INSPECT
THE ROAD FOR EROSION AND MAKE ANY NECESSARY REPAIRS. IT IS ALSO
IMPORTANT TO CHECK AND MAINTAIN ANY BMP'S WHICH ARE USED IN CONJUNCTION
WITH THIS BMP, ESPECIALLY THOSE FOR DRAINAGE. ALL SEDIMENT DROPPED OR
ERODED ONTO PUBLIC RIGHT-OF-WAYS SHOULD BE REMOVED IMMEDIATELY BY
SWEEPING.
SEEDING. SODDING & MULCHING
SEEDED, SODDED OR MULCHED AREAS SHOULD BE CHECKED FOLLOWING EACH RAIN TC
ENSURE THE MATERIAL IS STAYING IN PLACE. ADDITIONAL TACKING MATERIALS OR
NETTING MAY NEED TO BE APPLIED TO HOLD THE AFOREMENTIONED MATERIALS IN
PLACE. MAINTENANCE PROCEDURES SHOULD ALSO BE FOLLOWED FOR THE BMP'S
WHICH WERE IMPLEMENTED TO KEEP ERODED SOIL OR CONCENTRATED RUNOFF AWAY
FROM THESE TARGET AREAS.
SEQUENCE OF CONSTRUCTION:
1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2. FLAG THE WORK LIMITS, TREE, AND BUFFER AREAS FOR PROTECTION.
3. HOLD PRECONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO
STARTING CONSTRUCTION.
4. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AND SILT FENCE AS
INDICATED ON THE PLANS.
5. CONSTRUCT TEMPORARY SEDIMENT BASINS AND DIVERSION DITCHES.
6. STRIP EXISTING TOPSOIL, VEGETATION AND ORGANIC FROM THE BUILDING PAD
AND PARKING AREAS. COMMENCE LAND BALANCE AND MASS GRADING
OPERATIONS. MAINTAIN A MINIMUM 5' BUFFER OF EXISTING VEGETATION AROUND
PERIMETER WHENEVER POSSIBLE. STOCKPILES SHOULD BE LOCATED AWAY FROM
EXISTING DRAINAGE FACILITIES. SILT FENCE WILL BE INSTALLED SURROUNDING
ANY STOCKPILED MATERIAL
7. INSTALL UNDERGROUND UTILITIES.
8. INSTALL PAVEMENT
9. SEED & MULCH OR SOD ALL DISTURBED AREAS. VEGETATION SHALL BE
ESTABLISHED WHENEVER DISTURBED AREAS WILL REMAIN UNCHANGED FOR 21
DAYS OR GREATER.
10. COMPLETE BUILDING CONSTRUCTION.
11. REMOVE ALL TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL
MEASURES ONCE PERMANENT MEASURES ARE ESTABLISHED.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE
EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK,
OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR
OF ANY OTHER PERSONS.
NOTE:
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AS DISCLOSED BY AVAILABLE UTILITY COMPANY
RECORDS AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE
COMPANY. NO GUARANTEE IS EITHER EXPRESSED OR IMPLIED AS TO THE
COMPLETENESS OR ACCURACY THEREOF. THE CONTRACTOR SHALL
DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE
COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY
AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND
UTILITIES. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER
IMMEDIATELY IF A CONFLICT IS APPARENT.
CONSTRUCTION SPECIFICATIONS:
1. CONSTRUCT AND MAINTAIN ALL EROSION AND SEDIMENTATION
CONTROL PRACTICES AND MEASURES IN ACCORDANCE WITH THE
APPROVED SEDIMENTATION CONTROL PLAN AND CONSTRUCTION
SCHEDULE.
2. REMOVE GOOD TOPSOIL FROM AREAS TO BE GRADED AND
FILLED, AND PRESERVE IT FOR USE IN FINISHING THE GRADING OF
ALL CRITICAL AREAS.
3. SCARIFY AREAS TO BE TOPSOILED TO A MINIMUM DEPTH OF 2
INCHES BEFORE PLACING TOPSOIL (PRACTICE 6.04, TOPSOILING).
4. CLEAR AND GRUB AREAS TO BE FILLED BY REMOVING TREES,
VEGETATION, ROOTS, OR OTHER OBJECTIONABLE MATERIAL THAT
WOULD AFFECT THE PLANNED STABILITY OF THE FILL.
5. ENSURE THAT FILL MATERIAL IS FREE OF BRUSH, RUBBISH,
ROCKS, LOGS, STUMPS, BUILDING DEBRIS, AND OTHER MATERIALS
INAPPROPRIATE FOR CONSTRUCTING STABLE FILLS.
6. PLACE ALL FILL IN LAYERS NOT TO EXCEED 9 INCHES IN
THICKNESS, AND COMPACT THE LAYERS AS REQUIRED TO REDUCE
EROSION, SLIPPAGE, SETTLEMENT, OR OTHER RELATED PROBLEMS.
7. DO NOT INCORPORATE FROZEN, SOFT, MUCKY, OR HIGHLY
COMPRESSIBLE MATERIALS INTO FILL SLOPES.
8. DO NOT PLACE FILL ON A FROZEN FOUNDATION, DUE TO
POSSIBLE SUBSIDENCE AND SLIPPAGE.
9. KEEP DIVERSIONS AND OTHER WATER CONVEYANCE MEASURES
FREE OF SEDIMENT DURING ALL PHASES OF DEVELOPMENT.
10. HANDLE SEEPS OR SPRINGS ENCOUNTERED DURING
CONSTRUCTION IN ACCORDANCE WITH APPROVED METHODS
(PRACTICE 6.81, SUBSURFACE DRAIN).
11. PERMANENTLY STABILIZE ALL GRADED AREAS IMMEDIATELY
AFTER FINAL GRADING IS COMPLETED ON EACH AREA IN THE
GRADING PLAN. APPLY TEMPORARY STABILIZATION MEASURES ON
ALL GRADED AREAS WHEN WORK IS TO BE INTERRUPTED OR
DELAYED FOR 30 WORKING DAYS OR LONGER.
SOIL SURVEY:
AGA ALTAVISTA LOAMY FINE
SAND, 0-2X SLOPES
Ag
AUGUSTA LOAMY FINE
SAND
Ap
ARAPAHOE FINE
LOAMY SAND
Tm
TOMOTLEY FINE
SANDY LOAM
�r
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oa �TP
u
/1e
O9�P
1
13
ad
TP
.0
B•Sx
ll
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fZ ISOIL STOCK
'� 1
cih,�e
rpMMY Uy
SITE
NORTH
RIVER
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shy PaNt �
LOCATION MAP
NOT TO SCALE
OWNS !DEVELOPER
TILLER SCHOOL
1950 HWY 70E
BEAUFORT, NC 28516
PHONE: [phone]
FAX: [phone]
NOTES:
1. TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY OTHERS.
l�S�.ryu
EXISTING STORM
FF
FINISH FLOOR
EXISTING WATER MAIN
-►
PROP. DRAINAGE ARROW
EXISTING SANITARY
X1P 41100
PROP. TOP OF PAVEMENT ELEV.
DasnNG GAS
XTC 40-00
PROP. TOP OF CURB ELEV.
EX. CATCH BASIN
X4U 40,00
PROP. GUTTER ELEV.
EX. MANHOLE
X1W 4000
PROP. TOP OF WALK ELEV.
EX. END SECTION
)MA
PROP. SPOT ELEV.
SET IRON
-940
PROP. CONTOUR
EX. GUY MARE
PiloPROP.
END SECTION
EX TREE LINE
PROP. STORM SEWER
FD. IRON
PROP. SANITARY SEWER
DL MAILBOX
PROP. WATER MAIN
DL POWER POLE
PROP. BACKFLOW ASSEMBLY
DL SIGN
(�
PROP. STM. STR. NUMBER
EX. HYDRANT
DL GATE VALVE
SOIL EROSION LEGEND
PPS SILT FENCE
P� DISTURBANCE LIMITS
TOTAL AREA OF DISTURBANCE = 2.7 Ac
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1.800.632.4949
(TOLL FREE)
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REV.
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DATE: 08-18-07
DRAWN BY: TRS
CHECKED BY: BAR
CHR -
CHF:
WE NOR 1'=40 FT. 07-321
VER I*= - FT.

Fall Permanent Seeding August 15 — November
Lime 2 tons/cc
5-10-10 Fertilizer 1000 Ibs/ac
0-20-0 500 Ibs/ac
Unscarified Sericea Lespedeza 60 Ibs/ac
Ky-31 Fescue 30 Ibs/ac
Rye Grain 25 Ibs/ac
Straw Mulch 2 tons/ac
Winter Temporary Cover November 1 — February 28
Lime 2 tons/cc
10-10-10 Fertilizer 700 Ibs/ac
Oats 50 Ibs/ac
Ryegrass 20 Ibs/ac
Straw Mulch 2 tons/cc
Spring Permanent Seeding March
1 — April 30
Lime 2 tons/cc
5-10-10 Fertilizer 1000 Ibs/ac
0-20-0 500 Ibs/ac
Scarified Sericea Lespedeza
50 Ibs/oc
Ky-31 Fescue 30 Ibs/oc
Browntop Millet 20 Ibs/ac
Straw Mulch 2 tons/ac
Late Spring Permanent Seeding
March 15 — June 30
Lime 2 tons/ac
10-10-10 Fertilizer 1000 Ibs/ac
0-20-0 500 Ibs/ac
Scarified Sericea Lespedeza
40 Ibs/ac
Common Bermuda Grass (hulled)
8 Ibs/ac
Straw Mulch 2 tons/cc
Summer Temporary Cover June — August 15
Lime 2 tons/cc
10-10-10 Fertilizer 700 Ibs/ac
Browntop Millet 40 Ibs/ac
Straw Mulch 2 tons/ac
SEEDING SCHEDULE
Shoulders, Side Ditches, Slopes (Max. 3:1)
Date
Type
Planting Rate
Aug
15 — Nov 1
Tall Fescue
120
Ibs./acre
Nov
1 — Mar 1
Toll Fescue
120
Ibs./acre
& Abruzzi Rye
25
Ibs./acre
Mar
1 — Apr 15
Tall Fescue
120
Ibs./acre
Apr
15 — Jun 30 Mulled Common
12
Ibs./acre
Bermudagrass
Jul 1
— Aug 15
Tall Fescue and
60
Ibs./acre
***Browntop Millet
35
Ibs./acre
***or Sorghum —Sudan
30
Ibs./acre
Hybrids
Slopes (3:1 to 2:1)
Mar
1—June 1
Sericea Lespedeza
50
Ibs./acre
(scarified)
&
(Mar
1—Apr 15)
Add Tall Fescue
60
Ibs./acre
(Mar
1—Jun 30)
Or Add Weeping
5
Ibs./acre
Lovegrass
(Mar
1—Jun 30)
Or Add Mulled Common
8
Ibs./acre
Bermudagrass
Jun
1—Sep 1
***Tall Fescue and
60
Ibs./acre
***Browntop Millet
35
Ibs./acre
***or Sorghum —Sudan
30
Ibs./acre
Hybrids
Sep 1—Mar 1 Sericea Lespedeza 70 Ibs./acre
(unhulled—unscarified)
and Tall Fescue 50 Ibs./acre
INSTALLATION DETAIL
EXPANSION RESTRAINT
(1/4" NYLON ROPE,
2" FLAT WASHERS)
DUMP STRAP
1" REBAR FOR BAG
REMOVAL FORM INLET
SEDIMENT SACK
DUMP STRAPS
2 EACH
DUMP STRAP
8`0' MAXIMUM _
m VARIABLE AS DIRECTED BY THE ENGINEER M
FRONT VIEW
STEEL POST
o FWIRE FABRIC
LT FENCE FABRIC
WOVIEN
i—FILL SLOPE
-GRA
6" MINIMUM COVER
o OVER SKIRT
I
Cu ANCHOR SKIRT AS DIRECTED
BY ENGINEER
SIDE VIEW
(Nov 1—Mar 1) Add Abruzzi Rye 25 Ibs./acre
I I
Consult Conservation Engineer or Soil Conservation Service for additional
information concerning other alternatives for vegetation of denuded areas. The
above vegetation rates are those which do well under local conditions; other
seeding rate combinations are possible. For a lawn quality turf, double or triple
rates.
***Temporary — Reseed according to optimum season for desired permanent
vegetation. Do not allow temporary cover to grown over 12" in height before
mowing, otherwise fescue may be shaded out.
SEEDING SCHEDULE
PIT
PERSPECTIVE VIEW
FILTER FABRIC
MAINTENANCE
LINE WEIR WITH
RIP -RAP
TOP OF DAM
DITCH AND BURY
FILTER FABRIC EDGE
L --�— WEIR LENGTH (MIN. 12" OF FABRIC)
INSPECT SEDIMENT BASINS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE
SEDIMENT AND RESTORE BASIN TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH
OF THE BASIN. PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF
THE GRAVEL FACING.
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS
A MINIMUM OF 2.0 FT BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO
SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY
AFTER CONSTRUCTION WITH SEEDING.
9
SEA
t 5
"A.
STEEP CUT OR FILL SL
CROSS SECTION
MINIMUM 12-1/2 GAUGE
INTERMEDIATE WIRES
GRADE
* FOR REPAIR OF SILT FENCE FAILURES,
USE No. 57 WASHED STONE FOR ANCHOR
WHEN SILT FENCE IS PROTECTING
CATCH BASIN.
-STABILIZE DIVERSION DITCH WITH
TEMPORARY SEEDING AND EROSION
CONTROL NETTING.
UPSLOPE TOE POSITIVE GRADE 1.0% MAX.
2' MINIMUM
SIDE SLOPES
2 : 1 (MAXIMUM)
STEEP CUT OR FILL SLOPE
25' MIN
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
PLAN VIEW
EXISTING ROADWAY
6" MIN.
PLAN VIEW
liffkTariff VIM r
35' MIN.
`-FABRIC UNDER STONE
CROSS SECTION
NOTE
1. PUT SILT FENCE OR TREE PROTECTION FENCE
UP TO ENSURE
CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH
THAT THE MUD IS NOT REMOVED BY THE VEHICLE
TRAVELING OVER THE STONE, THEN THE TIRES OF
THE VEHICLES MUST BE WASHED BEFORE ENTERING
THE PUBLIC ROAD.
15' MIN.
NEW CONSTRUCTION
12" MIN.
or
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24 HOURS BEFORE
YOU DIG CALL ULOCO
1.800.632.4949
(TOLL FREE)
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REV. 04-10-08
REV. 03-10-08
REV. 02-08-05
DATE: 06-15-07
DRAWN BY: M
CHECKED BY: BAR
FjCHR
C-4
EHOR12— Ft07-521
— FT.

SCORE FULL WIDTH OF
CURB AND GUTTER -
PLAN
FRONT
2'-0" 6"
END
STANDARD METHOD OF ENDING CURB AND GUTTER
AIR TIGHT SCREW PLACE EXPANSION PAPER AROUND
CAP WITH RECESSED PIPE TO PREVENT CONCRETE FROM
NUT. BONDING TO PIPE.
12"
DUCTILE IRON
RUBBER 0-RING 6"
45' BEND
CONCRETE SUPPORT FOR
WYE TO UNDISTURBED
GROUND
6"X 6" WYE • •A
FLOW
A . .
6" WYE OPENING
CLEAN OUT TO BE AT
45' ANGLE TO C/L
LEAD
SANITARY SEWER CLEANOUT
VARIES
NOTES
1)
REDUCED PRESSURE PRINCIPLE BACKFLOW
PREVENTION ASSEMBLY SHALL COMPLY
WITH ASSE 1013 & AWWA C511,
2)
DOUBLE CHECK BACKFLOW PREVENTION
ASSEMBLY SHALL COMPLY WITH
ASSE 1015 & AWWA C510,
3)
BACKFLOW PREVENTION ASSEMBLY SHALL
BE INSTALLED WITHIN 5-FT OF THE METER BOX,
4)
BACKFLOW PREVENTION ASSEMBLY SHALL
BE CENTERED ON CONCRETE OR APPROVED FIBERGLASS
MOUNTING PAD AND CENTERED WITHIN ENCLOSURE.
5)
MINIMUM INSULATED CLASS I OR CLASS II,
ASSE 1060 WEATHERPROOF ENCLOSURE
CLA:
ASSE
REQUIRED (HEATING OPTIONAL).
WEA
6)
OPTIONAL 120V GFCI ELECTRICAL
ENCE
TO C
RECEPTACLE TO BE INSTALLED IN
FIRE
ACCORDANCE WITH THE NC ELECTRICAL
CODE FOR OUTDOOR OPERATION.
7)
PIPE MATERIAL SHALL BE PVC
(SCH, BO OR BETTER),
COPPER (TYPE K) OR BRASS (ASTM B43).
8)
INSTALLATION SHALL BE IN
COMPLIANCE WITH ALL APPLICABLE TOWN
VARIE`.
ORDINANCES AND SPECIFICATIONS IN DRAINROVIDE
PONAGE DE "oADDITION TO THE NC PLUMBING CODE. OFBALL9) PROPERTY OWNER SHALL BE RESPONSIBLE (ME THE VAVLFOR MAINTENANCE AND OPERATION OF s1BACKFLOW ASSEMBLY AND COMPLIANCE6 MIN'WITH REPORTING AND TESTING REQUIREMENTS.-
9 CDNCRETNIM MINIMUM 2'
SLAB. DIMENSIONS PER MIPENIN ANNULAR AREA
BOX MANUFACTURER OPENIN
SPECIFICATIONS
FLOW2* FLOW]•►
STANDARD 3,164 TO 2 INCH COMMERCIAL OUTDOOR BACK FLOW ASSEMBLY
W
A
W+A+9
X
S
o•
-or
o
86767
8.8
6.
•-
.D'
7.
••
00'
8.'
7.3
8.6-
7.
7.8
5.0'
5'
2.5
8.3
8.1
4.8
5
15
4.4
5'
3.5
9.3'
8.4'
4.1
3.
10.3'
8.
3.4
S.o
p B
,
B - DISTANCE FROM FRONT EDGE OF 7E\
SIDEWALK TO BACK POINT OF 7�J
12:1 (8.337Q SLOPE.
• BACK OF SIDEWALK DROP REWIRED
FOR ALL SIDEWALK SLOPES.
BACK OF SIDEWALK DROP REWIRED
FOR SIDEWALK SLOPE 0.04.
ISOMETRIC VIEW
RAMP WIDTH AREA
IS VARABE ROADWAYF ROADWAY
PLAN SYMBOL PLAN - 9901.
®®®®® ® 0.45"R CCFR WCR
® ® ® ® ® 0.02'R CURB CUT FOR FOR PROPOSEp
'p ® ® ® ® ® FUTURE RAMP WHE0.QINR RAMP
0.9- 0.4" 2.35" Lis•
TPRECAST
DETECTABLE CONCRETE al
WARNING DOMES E�yye
ALTERNATE MATERIAL MAY BE SUBSTITUTED,
PROVIDED THE PRODUCT IS ON THE TOWN'S
N
APPROVED MANUFACTURER LIST AND THE i\
MANUFACTURER'S PRODUCT AND INSTALLATION
SPECIFICATIONS ARE FOLLOWED.
PLAN VIEEXPAJ
DIAGONAL RAMP JOINT
MAXIMUM 25' RADII JOINT
(60- MINIMUM FLOOR WIDTH)
[NOT PERMISSIBLE FOR
NEW CONSTRUCTION]
8"
A
B
3"R
UTILITY STRIP
0.01 (MIN.)
2' OETECTABLE
0.02 (SY��N.j
0.04 (MAX.)
SEE NOTE TB
ARNNO DOMES 0.05 OAAX)
0.02 (NORM.)
4"
pROP CURB
SHEET 3 OF 3 (STD. 2'-8" CURB
I
0.04 NORM.
f
6 CUTTER SH WN) (
- I
B
7�
-..._.._---
"( 9"
�-121
I
MAX RAMP
X
I
opq,
SECTION R-R
"•h
SIDEWALK
W-0" 3'-4" W-0"
ELEVATION
CURB
ApY.
CURB
TOP OF CURB
TRANSITION
DROP
TRANSITION
/S
V
UR
VARIABLE SLOPES NOT GUTTER
TO EXCEED
12:1 (8.33'1Q
o
SECTION S-
4' WIDTH IS TO BE USED IN
BUC RIGHT-�-WAY; ON PRIVATE
�UOPERTY.
NQM A PORTION OF ONE OR BOTH RAMPS
4'-0- IS REWIRED
MAY EXTEND OUTSIDE THE RETURN.
EXPANSION JOINT
SEE STD. 03000.07. -,ySIDEWALK
SEE NOTE 18
SHEET 3 OF 3
EXPANSION ,HINTS
SEE STD. 03000.07, ci
SEE NOTE 18
SHEET 3 OF 3
NG�T!
1,W5 PORTION OF RAMP
MUST FALL WITHIN
" (SEE NOTE 13)
PLAN VIEW
DUAL RAMPS
ANY RADII
(40" MINIMUM FLOOR WIDTH)
STANDARD WHEELCHAIR RAMP
SEE NOTE 18
SHEET 3 OF 3
WSION JOINT
STD. 03000.07.
NOTES:
1, DETECTABLE WARNING DOMES SHALL COVER 2'-0" IN LENGTH AND FULL WIDTH OF THE RAMP FLOOR AS SHOWN ON DETAIL 03000.14, SHEETS 1 & 2. THE RAMP MAY BE
YELLOW IN COLOR OR ANY COLOR WITH A 70% CONTRAST RATIO.
2. CROSSWALK MOTHS AND CONFIGURATION VARY BUT MUST CONFORM TO TRAFFIC DESIGN STANDARDS.
3. NORTH CAROLINA GENERAL STATUTE 136-44.14 REQUIRES THAT ALL STREET CURBS BEING CONSTRUCTED OR RECONSTRUCTED FOR MAINTENANCE PROCEDURES, TRAFFIC
OPERATIONS, REPAIRS, CORRECTION OF UTILITIES OR ALTERED FOR ANY REASON AFTER SEPTEMBER 1, 1973 SHALL PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY
DISABLED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTER AND SIDEWALKS ARE PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLOW.
IN ADDITION, SECTION 228 OF THE 1973 FEDERAL AID HIGHWAY SAFETY ACT REQUIRES PROVISION OF CURB RAMPS ON ANY CURB CONSTRUCTION AFTER JULY 1, 1976
WHETHER A SIDEWALK IS PROPOSED INITIALLY OR IS PLANNED FOR A FUTURE DATE.
THE AMERICANS WITH DISABILITIES ACT (ADA) OF 1990 EXTENDS TO INDIVIDUALS WITH DISABILITIES. COMPREHENSIVE CIVIL RIGHTS PROTECTIONS SIMILAR TO THOSE
PROVIDED TO PERSONS ON THE BASIS OF RACE, SEX, NATIONAL ORIGIN AND RELIGION UNDER THE CIVIL RIGHTS ACT OF 1964. THESE CURB RAMPS HAVE BEEN DESIGNED
TO COMPLY WITH THE CURRENT ADA STANDARDS.
4. PROVIDE WHEELCHAIR RAMPS AT LOCATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. LOCATE WHEELCHAIR RAMPS AS DIRECTED BY THE ENGINEER
WHERE EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. AFFECT PLACEMENT. WHERE TWO RAMPS ARE INSTALLED PLACE NOT LESS THAN 2 FEET OF FULL HEIGHT
CURB BETWEEN THE RAMPS. PLACE DUAL RAMPS AS NEAR PERPENDICULAR TO THE TRAVEL LANE BEING CROSSED AS POSSIBLE.
5. PAY FOR ALL VARIABLE DEPTH CONCRETE USED FOR CONSTRUCTION OF WHEELCHAIR RAMPS AS CONCRETE WHEELCHAIR RAMPS. (SQ. YDS.)
6. PAY FOR ALL DEPRESSED CURBS AT WHEELCHAIR RAMPS AS THE TYPE CURB AND GUTTER USED ADJACENT TO DEPRESSED CURB. (UN. FT.)
7. SUCH PRICES AND PAYMENTS IS CONSIDERED FULL COMPENSATION FOR ALL MATERIALS, LABOR, °QUIPMENT, TOOLS AND INCIDENTALS NECESSARY TO SATISFACTORILY
COMPLETE THE WORK.
8. DO NOT EXCEED 0.08 (12:1) SLOPE ON THE WHEELCHAIR RAMP IN RELATIONSHIP TO THE GRADE OF THE STREET.
9. CONSTRUCT WHEELCHAIR RAMPS 40- (3'-4") OR GREATER FOR DUAL RAMPS AND 60" (5'-0") OR GREATER FOR DIAGONAL RAMPS.
10. USE CLASS "B" CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH NON-SKID 'YPE SURFACE.
11. PLACE THE INSIDE PEDESTRIAN CROSSWALK LINES NO CLOSER IN THE INTERSECTION BY BISECTING THE INTERSECTION RADII, WITH ALLOWANCE OF A 4' CLEAR ZONE IN THE
VEHICULAR TRAVELWAY WHEN ONE RAMP IS INSTALLED. (SEE NOTE 17)
12. COORDINATE THE CURB CUT AND THE PEDESTRIAN CROSSWALK LINES SO THE FLOOR OF THE WHEELCHAIR RAMP WILL FALL WITHIN THE PEDESTRIAN CROSSWALK LINES.
PLACE DIAGONAL RAMPS WITH FLARED SIDES SO 24" OF FULL HEIGHT CURB FALLS WITHIN THE CROSSWALK MARKINGS ON EACH SIDE OF THE FLARES.
13. CONSTRUCT THE PEDESTRIAN CROSSWALK A MINIMUM OF 6 FEET. A CROSSWALK WIDTH OF 10 'EET OR GREATER IS DESIRABLE.
14. PLACE ALL PAVEMENT MARKINGS IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH CAROLINA SUPPLEMENT TO THE MUTCD.
15. FROM DETECTABLE WARNING DOME PORTION ALL THE WAY TO BACK EDGE OF SIDEWALK NEEDS 10 BE BLACK.
STANDARD WHEELCHAIR RAMP
lit
7
O C) =
1 1 z
!
"VAN ACCESSIBLE"
R7-8o SIGN
METAL SIGN PER M.U.T.C.D.
R7-8
•f; �
(�L a
eQ'
�
°
2%
b
d
..°a
A
°
d
..
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a . d '•
e a
d; V4.
°
PITCH IN CURB
PITCH OUT CURB
CONCRETE CURB & GUTTER - ON -SITE
#4 BAR
PAVEMENT
`-BOTTOM OF PAVEMENT
TRENCH CURB
5"H ASPHALT CONCRETE
1.5"12 ASPHALT CONCRETE
PARKING AREA ASPHALT SECTION
s" ABC
BASE COURSE
* FILL MATERIALS SHALL BE PLACED IN LOOSE 8"
LIFTS AND COMPACTED TO 95% OF STANDARD
PROCTOR MAXIMUM DRY DENSITY, PLUS OR MINUS 3%
OF OPTIMUM MOISTURE CONDITIONS. THE UPPER FOOT
OF SUBGRADE BENEATH PROPOSED PAVEMENT
SECTIONS SHALL BE INCREASED TO 100% OF STANDARD
PROCTOR MAXIMUM DRY DENSITY.
TYPICAL ASPHALT CROSS SECTIONS
6" CONCRETE
PAVEMENT (3500 PSI)
SCARIFY 6" SUBGRADE
AND RECOMPACT TO 95%
DUMPSTER/TRANSFORMER PAD STANDARD PROCTOR
TYPICAL PAVEMENT CROSS -SECTIONS
2%� 4" CONCRETE
' (3000 PSI)
SCARIFY 6" SUBGRADE
CONCRETE SIDEWALK AND RECOMPACT TO 95%
STANDARD PROCTOR
NOTES:
TRAVERSE CONTROL JOINTS TO BE PLACED AT A DISTANCE
EQUAL TO THE WIDTH OF THE SIDEWALK OR AT 10' O.C. MAXIMUM
TO MATCH ADJACENT CURB CONTROL JOINTS.
EXPANSION JOINTS SHALL BE PLACED AT 30' O.C. MAXIMUM
AND/OR MATCH THE CURS EXPANSION JOINTS.
TYPICAL SIDEWALK CROSS -SECTIONS
..• .,'.. CONCRETE
PERVIOUS PAVEMENT
(No
Notel
N
W
0
z
to
ONL L rtccn
"Z250 PENALTY' F
R7-8o SIGN
25 NOTES:
Ic
PENAL th ncarollytor9dentify & elliiminate min.),
any wet, soft or pudding areas.
2. Geo-tech engineering study
must be completed to assure
support & permeability of subsoil.
3. Use a non -woven polypropylene
SIGN gectextile filter fabric.
POST Fabric should be inert to
biological degradation &
chemical alkali &acid
resistant. (like miraki 140NC)
NOTE: IF THS INSTALLATION
IS TO BE AR)UND THE
PERIPHERY ff PARKING LOT,
POST AND/07 SIGN SHOULD BE
A MINIMUM CF 4 FEET BEHIND
FACE OF CU1B OR SIDEWALK.
10" DIA. x 42"
/ DEEP CONC.
FOOTING
HANDICAP SIGN
PERMEABLE PAVEMENT SECTION
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24 HOURS BEFORE
YOU DIG CALL ULOCO
1.800.532.4949
(TOLL FREE)
°•J
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V cr
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vI
DATE: 08-18-07
DRAWN BY; IRS
CHECKED BY:8M
FBK: � _ 5
CIF:
CALF FG 07-M
VER 1 - FT.