SW8160405_Approved Plans_20160621

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CONCRETE
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Des, ner's Plan Certification:
"I hereby certify that this plan has been prepared in accordance with the latest
New Hanover County Ordinances and Storm Water Design Manual."
Signature:
Printed Name and Title:
Date:
Registration Number: SEAL
Property Owner Certification:
"I (We) hereby certify that I (we) am (are) the current owner of the property and that upon
receipt of "Authorization -To -Construct" any clearing, grading, construction or development,
will be performed in accordance with this plan and that the applicable ordinances and rules of
New Hanover County, the State of North Carolina and the Federal Government and its
agencies which are hereby made part of this plan. As the owner, I (we) accept full
responsibility for the construction and operation and maintenance of the proposed facilities. I
(We) will not attempt to transfer of this responsibility without written authorization of
New Hanover County."
Signature:
Printed Name and Title:
Date:
_-37
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SITE DATA C-STORE SITE:
-
PROPERTY ADDRESS:
_
6347 CAROLINA BEACH RD
...
WILMINGTON, NC 28409
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CURRENT OWNER:
,
WATER OF LIFE LUTHERAN CHURCH INC
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PO BOX 15392
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WILMINGTON, NC 28408
NEW HANOVER COUNTY PIN:
R07918-oo5-oo8-000
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TOTAL TRACT A f 1.76 AC. (76,638 SF)
TOTAL DISTURB D AREA: t2.2 AC.
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CURRENT ZONING:
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CAMA CLASSIFICATION:
TRANSITION
1
SETBACKS:
�
N15°48'33°W
FRONT REQ'D= 35' PROP= 156'
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0.27'
REAR REQ'D= o' PROP= 32'
'1
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SIDE REQ'D= o'L/55'R PROP= 92'L/161'R
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PROPOSED LAND USE:
CONVENIENT STORE
_see°20'30°W 1025.53'CroTAL)
GROSS FLOOR AREA:
30.94'
3,200 SF 42% LOT COVERAGE)
SS
Niy�}S g63"W 1 �. SEE8IL1
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BUILDING HEIGHT: ±20'
`00k22
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PRIVATE UTILITY EASEMENT
ONSITE IMPERVIOUS SURFACES:
BUILDINGS= 3,200 SF
PAVED PARKING= 30,497 SF
StiIII
RI11 34 6_>
"6'2 '
9O6••FV \\
CONCRETE SIDEWALKS= 1474 SF
TOTAL IMPERVIOUS= 34,871 SF (45.5%)
OFFSITE IMPERVIOUS SURFACES:
DRIVEWAY APRONS= 954 SF
PARKING MIN. REQUIRED: (3,200 SF @ 1 SPACE / 400 SF)
TOTAL PARKING REQUIRED: 8 SPACES
TOTAL PARKING PROVIDED: 15 SPACES (1 HC)
STREETYARD:
GOLDEN RI).
REQUIRED: 7,479 SF (299.15' X 25) 37.5' MAX 12.5' MIN
PROVIDED: 7,679 SF
CAROLINA':BEACH RD. (US 421)
REQUIRED: 2,86o SF (228.76' X 12.5)
PROVIDED: 2,915 SF
FOUNDATION PLANTINGS:
REQUIRED: 142 SF (1,18o' X 12%)
PROVIDED: 142 SF
PARKING LOT INTERIOR LANDSCAPING:
REQUIRED: 2,415 SF (30,181' X 8%)
PROVIDED: 2,466 SF
°'iTT1IITYEASEMfiNT
WATER AND SEWER DEMAND• (250 GPD PER PLUMBING FIXTURE
)
'CH EX. GRADE ±34.1191 --316.75' - - - - - - SEWER: @ 250 GPD X 4= 1,000 GPD
S88°20'30"W 1032.48'(TOTAL) WATER:@ 25o GPD X 4= 1,000 GPD
GOLDEN ROAD(60'-
" 100'
318" FES INV. 34.3 EX. SOIL DR`EWAY Tnlc#�R
MATCH EX. PAVEMENT ±37.0W/ 5' X 10' X 12" ED REMOVED AND\SWA ROLE,
CONSTRUCTED
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DEVELOPMENT NOTES:
1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY ZONING ORDINACE.
2. PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & NEW HANOVER COUNTY REGULATIONS.
UTILITY NOTES:
1. WATER AND SANITARY SEWER SERVICES ARE CURRENTLYAVAILABLE TO THE SITE FROM CAPE
FEAR PUBLIC UTILITY AUTHORITY PUBLIC MAINS.
2. ALL PROPOSED UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV, GAS & TELEPHONE SHALL
BE INSTALLED UNDERGROUND.
3. SOLID WASTE DISPOSAL BY PRIVATE DUMPSTER SERVICE..
4. ALL WATER & SEWER UTILITIES TO BE INSTALLED PER CFPUA TECHNICAL SPECIFICATIONS &
STANDARDS.
5. PROJECT SHALL COMPLY WITH CFPUA CROSS CONNECTION CONTROL REQUIREMENTS. WATER
METER(S) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET AND N.C.D.E.N.R. HAS
ISSUED THEIR "FINAL APPROVAL.". CALL 343-3910 FOR INFORMATION.
6. ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CFPUA WILL NEED TO BE ON THE LIST
OF APPROVED DEVICES BY USCFCCCHR OR ASSE.
7. IF CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION, HE SHALL APPLY IN ADVANCE
FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACKFLOW
PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX.
8. WHEN PVC WATER MAINS AND SERVICES ARE PROPOSED, THE PIPES ARE TO BE MARKED WITH
NO. 10 INSULATED, SINGLE -STRAND COPPER WIRE INSTALLED & STRAPPED TO THE PIPES WITH
DUCT TAPE. THIS IS TO BE ACCESSIBLE IN ALL VALVES AND METER BOXES TO AID IN FUTURE
LOCATION OF FACILITIES.
9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OR EXISTING
UTILITIES DURING CONSTRUCTION. CALL U-LOCO AT 1-800-632-4949• CONTRACTOR IS
RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ANY UTILITIES, CURB & GUTTER,
PAVEMENT, ETC. THAT MAY BE BE DAMAGED DURING CONSTRUCTION. DAMAGED ITEMS
SHALL BE REPAIRED TO AT LEAST THE QUALITY OR WORKMANSHIP FOUND IN THE ORIGINAL
ITEM.
a�Paov�a
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMIS Vl"
�i�oY�
ECEIVEm
JUN. 2 Z 92,913
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LEGEND
- -
PROPERTY LINE
CONTOUR
CENTERLINE
SF
TEMPORARY SILT7FENCE
PROPOSED WATERLINE
PROPOSED SANITARY SEWER LINE
RUNOFF DIRECTION
EXISTING FLOW PATH
ENERGY DISSIPATER
25.5
SPOT ELEVATION
LANDSCAPING
30' 15' Of 30' 6o'
Scale: I"=30'
VICINITY MAP (NOT TO SCALE):
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CLIENT INFORMATION:
M. M. FOWLER, INC.
LEE BARNES
422o NEAL ROAD
DURHAM, NC 27705
919-309-2925 EXT. 215
DRAWN: JAE
SHEET SIZE:
24x36
CHECKED: CDC
DATE:
6/21/2016
APPROVED: CDC
SCALE:
1" = 30'
PROJECT NUMBER:
2015-048
DRAWING NUMBER:
C-1
I OF 8

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CONSTRUCTION SEQUENCE:
CONSTRUCTION OF SITE TO START WITH INSTALLATION OF CONSTRUCTION ENTRANCE
AND SILT FENCE ALONG ALL LOCATIONS PER PLANS. UPON INSTALLATION OF SILT FENCE,
TREES SHOULD BE REMOVED IN LOCATIONS AS NECESSARY. ALL SLOPED AREAS SHOULD
BE SEEDED IN ACCORDANCE TO SPECIFICATIONS. SLOPE STABILIZATION IS WITHIN 21
CALENDAR DAYS OF ANY PHASE OF CONSTRUCTION. ALL OTHER AREAS MUST BE
STABILIZED WITH IN 15 WORKING DAYS. CONTRACTOR TO FOLLOW NPDES STABILIZATION
REQUIREMENTS PER TABLE ON THIS SHEET AS WELL. MOST STRINGENT REQUIREMENT TO
BE MET.
1. GENERAL CLEARING AND GRADING OF THIS SITE WILL NOT BE DONE UNTIL THE
TEMPORARY SILT FENCE & CONSTRUCTION ENTRANCE HAS BEEN INSTALLED.
2. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
3. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE
CONTROLLED INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
4. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION
INCLUDING BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE,
TREE PROTECTION FENCE & SEDIMENT BASINS. CONTRACTOR TO BE FAMILIAR WITH
USACOE GENERAL PERMIT CONDITIONS FOR ROAD CROSSINGS. SPECIFIC
CONSTRUCTION METHODS MAY BE REQUIRED ABOVE AND BEYOND WHAT IS
SPECIFIED IN THIS PLAN. INSTALL ALL SECONDARY EROSION CONTROL MEASURES,
SUCH AS INLET PROTECTION AS SOON AS POSSIBLE AFTER BEGINNING
CONSTRUCTION.
5. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN. SILT FENCE
AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL.
6. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
7. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
8. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE LESS EFFECTIVE.
9. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF
CONSTRUCTION. ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO
PROJECT COMPLETION.
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MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL; BUT IN NO CASE, LESS.THAN
ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL.
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY
TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF 2-3 INCH STONE TO MAINTAIN PROPER DEPTH.
THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED.'ONTO
THE CONSTRUCTION ENTRANCE OR ROADWAYS.
3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET' PROTECTION, ROCK
DOUGHNUT INLET PROTECTION, SEDIMENT TRAP BAFFLES, AND ROCK PIPE INLET PROTECTION
WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT: ROCK WILL
BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED.
DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER
DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT.
SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS ONCE A
WEEK AND AFTER EVERY RAIN EVENT.
4. CHECK SEDIMENT BASIN AND BAFFLES WEEKLY & AFTER EACH RAINFALLEVENT. REMOVE
SEDIMENT FROM TRAP & BAFFLES AND RESTORE TO ORIGINAL VOLUME WHEN SEDIMENT
ACCUMULATES TO ABOUT Y THE DESIGN VOLUME. REPAIR / REPLACE BAFFLES IF TORN,
COLLAPSED, OR INEFFECTIVE.
5. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR
OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED.
SWALES MUST BE TEMPORARILY STABILIZED WITHIN 21 CALENDAR DAYS OF'CEASE OVANY PHASE
OF ACTIVITY ASSOCIATED WITH A SWALE.
6. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN ITS BECOMES HALF
FILLED. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
STAKES MUST BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA
STRENGTH FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX WHEN,
STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE : DESIGNED
AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED OR REPLACED IF
IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED OR IS DAMAGED:
7. FAIRCLOTH SKIMMER TO BE ROUTINELY CHECKED FOR SEDIMENT ACCUMULATION,- TRASH, AND
DEBRIS CLOGGING THE WATER ENTRY ORIFICES. PULL SKIMMER TO SIDE OF BASIN AND HAND
REMOVE SEDIMENT AND DEBRIS TO RESTORE FLOW TO ORIGINAL STATE.
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%IAPBOOK ,PAGE 4
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METER POST
i POth'ER
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20 LF EMERGENCY SPILL AY
INV: 37.7
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REMOVED AN"V
CONSTRUCTED.
77-­--
........
SITE DATA C-STORE SITE:
PROPERTY ADDRESS:
6347 CAROLINA BEACH RD
WILMINGTON, NC 28409
CURRENT OWNER:
WATER OF LIFE LUTHERAN CHURCH INC
PO BOX 15392
WILMINGTON, NC 284o8
NEW HANOVER COUNTY PIN:
R07918-oO5-oo8-000
TOTAL TRACT AREA: ±1.76 AC. (76,638 SF)
TOTAL DISTURBED AREA: f 2.2 AC.
PROPOSED LAND USE:
CONVENIENT STORE
GROSS FLOOR AREA:
3,200 SF 42% LOT COVERAGE)
ONSITE IMPERVIOUS SURFACES:
BUILDINGS= 3,200 SF
PAVED PARKING= 30,497 SF
CONCRETE SIDEWALKS= 1474 SF
TOTAL TMPERVIOUS= 34,871 SF (45.5%)
OFFSITE IMPERVIOUS SURFACES:
DRIVEWAY APRONS= 954 SF
io' UTILITY EASEMENT
S88'20'30"W 1032.48'(TOTAL)
Z19.os,
LEGEND \
PROPERTY LINE
CONTOUR
CENTER LINE
TEMPORARY SILT FENCE
PROPOSED WATERLINE
PROPOSED SANITARY SEWER LINE
RUNOFF DIRECTION
EXISTING FLOW PATH
00 MUM NOR WNW 00 LIMITS OF DISTURBANCE
tQ INLET PROTECTION
Oil
ENERGY DISSIPATER
25•5 SPOT ELEVATION
WATTLE
NORTH CAROLINA TEMPORARY
GRASSING DETAIL
SEEDING MIXTURE SPECIES APPLICATION RATE
LATE WINTER & EARLY SPRING:
Rye (grain)
ioo (lb/acre)
Annual Iespedeza (Kobe in Piedmont
and Coastal Plain, Korean in Mountains)
50 (lb/acre)
Omit annual lespedeza when duration
of temporary cover is not to extend beyond June
SUMMER:
German Millet
In the Piedmont and Mountains,
40 (lb/acre)
a small -stemmed sundangrass may be
substituted at a rate of 50 (lb/acre)
FAL L.
Rye (grain)
120 lb acre
SEEDING DATES
LATE WINTER & EARLY SPRING:
Mountains - Above 2500 ft: Feb. 15-May 15
Piedmont - Jan. 1-May i
Coastal Plain - Dec. 1-Apr.15
SUMMER:
Mountains - May 15-Aug. 15
Piedmont - May 1-Aug.15
Coastal Plain - Apr. 15-Aug. 15
FALL:
Mountains -Aug. 15-Dec. 15
Coastal Plain and Piedmont - Aug. 15-Dec. 30
SOIL AMENDMENTS:
Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural
limestone and 750 lb/acre 10-10-10 fertilizer.
MULCH:
apply 4,000 lb/acre straw. anchor straw by tacking with asphalt, netting, or a
mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch
anchoring tool.
MAINTENANCE:
Refertilize if growth is not fully adequate. reseed, refertilize and mulch immediately
following erosion or other damage.
NORTH CAROLINA PERMANENT
GRASSING DETAIL
SEEDING MIXTURE SPECIES APPLICATION RATE
FALL & WINTER:
Tall Fescue (blend of two or
three improved varieties)
Rye (grain)
SPRING & SUMMER:
Pensacola Bahiagrass
Sericea Lespedeza
Common Bermudagrass
German Millet
Tall Fescue
SEEDING DATES
FALL & WINTER:
January - April
August - December
200 (lb/acre)
25 (lb/acre)
50 (lb/acre)
30 (lb/acre)
10 (lb/acre)
10 (lb/acre)
50 (lb/acre)
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,Ooo lb/acre
10-10-10 fertilizer.
MAINTENANCE:
Fertilize according to soil tests or apply 40 lb/acre nitrogen in January or february,
40 lb in September and 40 lb in November, from a 12-4-8,16-4-8, or similar turf
fertilizer. Avoid fertilizer applications during warm weather, as this increases stand
losses to disease. Reseed, fertilize, and mulch damaged areas immediately, mow to
a height of 2.5-3.5 inches as needed.
SPRING & SUMMER:
April 1- July 15
SOIL AMENDMENTS:
Apply lime and fertilizer according to soil tests, or apply 3,000 lb/acre ground
agriculture limestone and 500 lb/acre 10-10-10 fertilizer.
MAINTENANCE:
Refertilize the following april with 50 lb/acre nitrogen. Repeat as growth requires
may be mowed only once a year. Where a neat appearance is desired, omit sericea
and mow as often as needed.
MULCH:
apply 4,000 lb/acre straw. anchor straw by tacking with asphalt, netting, or a
mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch
anchoring tool.
SYMBOL
GROUND STABILIZATION CRITERIA
SITE AREA
STABILIZATION
STABILIZATION
E FRAME
DESCRIPTION
TIMEFRAME
EXCEPTIONS
* Perimeter dikes,
Fv
swales, ditches and
7 Days
None
slopes
* High Quality
Water (HQW)
Zones
7 Days
None
If slopes are 1o' or
* Slopes Steeper
less in length and
than 3:1
7 Days
are not steeper than
2:1, 14 days are
allowed
w
7-days for slopes
W v w
* Slopes 3:1 or flatter
14 Days
greater than 50 ft. in
w
length
All other a>t2as with
None (except for
w
slopes flatte)•than 4:1
14 Days
perimeters & HQW
Zones)
30' 15' o' Bo' 60'
Scale: 1"=30'
VICINITY MAP (NOT TO SCALE):
CATHAY RD
WIN
W
dz, SITE
S E A L
032555 -
!A/G I NE ,��
IFS • •p. •'' �,,
�LIENT INFORMATION:
VI. M. FOWLER, INC.
�EE BARNES
122o NEAL ROAD
)URHAM, NC � � V
>19-309-29�5 E i
.
DRAWN: JAE
SHEET SIZE:
24x36
CHECKED: CDC
DATE:
6/21/2016
APPROVED: CDC
SCALE:
1" = 30'
PROJECT NUMBER:
2015-048
DRAWING NUMBER:
C-2
20P8

STEEL POST
e
WIRE FABRIC
O
1/2 GA. i I
I
FILTER FABRIC
EDIATE WIRES
w
F4
w
E�
w
w
6"
g
oI
ANCHOR
FABRIC
4 SKIRT AS
DIRECTED
BY
ENGINEER
i. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
36" IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3, STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
TEMPORARY SILT FENCE
NTS
2" _ 3��
COARSE AGGREGATE 2
ti
GEO FABRIC LINER
NOTE:
CONSTRUCTION ENTRANCE TO BE 12' OR ENTIRE WIDTH OF
ENTRANCE. WHICHEVER IS GREATER.
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
6
O
w as
vA w
=z0
2" �
8N4CDOgT STD. NO.
APPROVED EQUAL
GROUT
6„
PRE -CAST CONC.
FLOW
1
3000 PSI CONC. „
a.
SEE PLAN FOR PIPE ORIENTATION & SIZES
SECTION
CURB INLET DETAIL
NTS
cT7- A
FRAME AND GRATE
DEWEY BROS. MODEL CH-BN-2001
OR EQUAL
ASPHALT PAVEMENT
ELEV. VARIES
COMPACTED
SUBGRADE
PAVEMENT SECTION
NTS
PLAT
------ -- -- r1L1i2.nFABRjL.,
NOTES:
i. CLASS "B" RIP RAP TO BE USED FOR ALL ENERGY D(SSIPATOR AREAS,
ENERGY DISSIPATOR
NTS
TOP OF BANK
EL. 38.o
lI\
3
19-GAUGE HARD`
(1/4 MESH
NCDOT #5 OI
WASHED ST(
CONSTRUCTION SPECIFICATIONS: I I N
i. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING U
THE INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND
SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND
THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. 4FILTEREDSECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP,
MIDDLE, AND BOTTOM. PLACINGA 2-FOOT FLAP OF WIRE
MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1 MAINTENANCE:
SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (j INCH OR
SMOOTH TO AN EVEN GRADE. GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS.
REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONSrAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING
6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER. SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
NTS
1 �
BOTTOM OF 3
SPILLWAY EL. 37.7 \
a
w
W
C/]
TOP OF BANK
EL. 38.o
EL. 38.o
EL. 37.7
3 3
NOTES:
i. WIDTH OF SPILLWAY TO BE PROTECTED WITH RIPRAP FOR THE FIRST 2o'. REMAINING LENGTH OF CHANNEL
TO BE STABILIZED WIT] I EXCELSIOR MAT AND SEEDED IN ACCORDANCE WITH SPECIFICATIONS.
SEDIMENT BASIN EMERGENCY SPILLWAY DETAIL
NTS
1o' EMBANKMENT
FLOOD POOL EL.
z
NORMAL POOL EL. 34.7 NORMAL POOL EL. 3
NOTES:
1. ALL SWALES TO BE LINED WITH EXCELSIOR MAT AND
SEEDED IN ACCORDANCE WITH SPECIFICATIONS PRIOR
TO ANY RAIN EVENT.
TYPICAL GRASS SWALE
NTS
�1
3
i � �- 1
33.7 25'x20'x12" 33.2 6 6" WEIR
1 CLASS "B" RIP RAP NON -WOVEN INV: 36.o
1 FOREBAY GEOTEXTILE
_ _____ 4.5 BOTTOM EL. 32.7 FABRIC MAIN POOL 1
1 MIN. TUCK 1
4.5 CLEAN OUT 31.7 (TYP) 2
2 BOTTOM A
EL. 29_7 ------ I A
---- `18" RCP °
CLEAN OUT 28.7 _�
* POND SLOPE TO BE SEEDED IN ACCORDANCE TO SEEDING SPECIFICATIONS
* 6:1 VEGETATED SHELF TO BE PLANTED WITH WETLAND SPECIES I.E. PICKEREL WEED, DUCK POTATO, SWAMP ROSE, 1.o" I.D.
BLUE FLAG, & CARDINAL FLOWER. (OR ENGINEER APPROVED ALTERNATIVE) STEEL PIPE
* VEGETATED SHELF SHALL BE PLANTED WITH PLUGS OR POTS AT 24" O.C. IN A CHECKERBOARD PATTERN.
* A PUMP WILL BE PROVIDED TO DRAIN THE BASIN FOR MAINTENANCE AND EMERGENCIES � 6" � 2'-0" L 6"
DETENTION POND & FOREBAY SECTION PLAN
-- GALV BAR GRATING - 1" 8" BEARING BAR
x
x�
10'
4"X4" POSTS
n PHALT
PAVEMENT
8" CONCRETE PAD)
AT 3000 PSI W/
6X6 - 6/6 W.W.F.
PLAN
- 2"X6" CAP
CONCRETE 4"X4" POSTS HORIZONTAL
FOOTINGS (TREATED) WOOD SIDING
ENCLOSURE GATES
W irrunec_uu erlrTr_
ELEVATIONS
DUA'IPSTER PAD & ENCLOSURE DETAIL
x 1/ S (MAX OPENING 4 ).
FASTEN WITH TYPE J CLIPS. ATTACH TO 1-1/4" x 1-1/4" x1/4"
GALVANIZED ANGLE FRAME. MORTAR FRAME TO TOP OF OUTLET STRUCTURE.
-
TOP OF BANK
TOP OF BOX 37.35
FLOOD POOL 36.o
18" RCP
SITE WORK NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS BOTH ON AND ADJACENT TO THE
SITE.
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS OF CONSTRUCTION UNLESS OTHERWISE
DESIGNATED TO REMAIN.
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, VEGETATION, DEBRIS, EXISTING
STRUCTURES ABOVE AND BELOW GRADE, ORGANIC MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF
CONSTRUCTION.
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL REPRESENTATIVE TO COORDINATE
REMOVAL OF ANY SOFT AREAS.
5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE REMOVED FROM SITE AND DISPOSED OF IN A
PROPERLY PERMITTED FACILITY.
6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL RECOMMENDATIONS.
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED EARTHWORK CONDITION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES,
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE PROPERLY PERMITTED FACILITY AS
REQUIRED.
9. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXACT ELEVATIONS AND LOCATIONS OF ALL EXISTING UTILITIES AT
ALL CROSSINGS PRIOR TO COMMENCING TRENCH EXCAVATION. IF ACTUAL CLEARANCES ARE LESS THAN INDICATED ON PLAN, THE
CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. ANY CONDITION DISCOVERED
OR EXISTING THAT WOULD NECESSITATE A MODIFICATION OF THESE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE
DESIGN ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION.
1o. NO CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING UTILITIES HAS BEEN DETERMINED. CALL "NC ONE -CALL" AT
LEAST 48 HOURS BEFORE COMMENCING CONSTRUCTION.
1i. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION.
BEFORE COMMENCING ANY EXCAVATIONS IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF THEIR INTENT TO EXCAVATE, IN WRITING, NOT
LESS THAN 10 DAYS PRIOR TO EXCAVATING.
12. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ RECONNECTION AND/OR THE RELOCATION OF ALL
EXISTING UTILITIES WITH APPROPRIATE PERSONNEL.
13. CONTRACTOR SHALL ADJUST ALL MANHOLES, VALVE & CURB BOXES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION.
ANY BOXES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE
CONTRACTOR.
14. EXISTING SURVEYING PERFORMED BY MICHAEL UNDERWOOD , PLS
15. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE THE CONTRACTOR SHALL REPORT ALL
DISCREPANCIES OR QUESTIONS TO THE ENGINEER PRIOR TO INSTALLATION.
16. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK UNLESS OTHERWISE DIRECTED BY
OWNER.
17. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL, STATE, AND CFPUA CODES. METERS, TAPS, MATERIALS,
WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL COMPLY WITH ALL
REQUIREMENTS.
18. ALL BACKFILL FROM UTILITY INSTALLATION MUST BE COMPACTED OR AMENDED TO PROVIDE TRAFFIC BEARING CAPACITY.
GEOTECHNICAL ENGINEER TO BE CONSULTED AT CONTRACTORS COST AS NECESSARY.
19. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER
PRIOR TO INSTALLATION. ALL AREAS SHALL BE SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
20. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAYS - AIR
ENTRAINED.
21. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR BY THE OWNER. FURTHER TESTING
REQUIRED DUE TO A FAILED TEST WILL BE PAID FOR BY THE CONTRACTOR.
22. ALL SIDEWALKS SHALL BE FREE OF CRACKS, BREAKS, OR ANY OTHER DEFECT PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY.
A
INV. 34.7 INV. 34.7 NORMAL POOL .7
INV. 34.2
2 O
6" '. L 2'-0" I.6" I -
BOTTOM
SECTION A - A
DETENTION POND OUTLET STRUCTURE
NTS
ARM ASSEMBLY
WHERE RUNOFF IS DIRECTED
"C" ENCLOSURE AWAY FROM CURB, GUTTER
SHALL SLOPE AWAY AS SHOWN
2'-O"
CLASS A CONC. 6 2"R
1 /
PROSEPECTIVE VIEW wATERENTRYUI�Ti ASPHALT SLOPE �` 3"R R'
SCEHDULE 4o f- O
PVC PIPE VENT PVC PIPE
PVC END CAP PVC ELBOW _
WATER SURFACE
DRAINAGE AWAY FROM CURB
2" SCHEDULE4o
PVC TEE PVC END CAP PVC PIPE
ORIFICE PLATE
PVC PIPE (8)" HOLES PVC TEE
IN UNDERSIDE
FLEXIBLE HOSE
CONNECTED TO
OUTLET STRUCTURE ORIFICE 0
1
END VIEW FRONT VIEW
NOTES:
i. SKIMMER TO BE USED IN WET PONDS AND REMOVED AFTER SITE IS PERMANE-NMY STABLE.
FAIRCLOTH SKIMMER DETAIL
NTS
2'-0"
6"
CLASS A CONC. 1 1/2"R
ASPHALT
SLOPE . ` . R
3"R
0
1/8 R°..
DRAINAGE TOWARD CURB
24" CURB SECTION
NTS
1 �
1.5t0.5% 1.0-8.3% (3o"MAX RISE)
LANDING RAMP
CURB AND GUTTER
MIN. LANDING WIDTH = RAMP WIDTH
MAX SLOPE 2% IN ANY DIRECTION 1o% MAX (X=36"MIN)
8.3% MAX (X<36") (FORALTERATIONS ONLY)
SECTION A -A
Flare
4' min
WARNING DOMES 0.2
SECTION B-B
1.6-2.4 (TYP)
1.6-2.4" (TYP)
t
TTRUNCATED
DOMES
2' MIN
BASE DIAMETER
0.9-1.4"
TOP DIAMETER 50-6o%
OF BASE (TYP)
f ---- RAMP WIDTH -i
WARNING DOME NOTES: I. USE CONTRASTING COLORS, RED OR BLACK ON WHITE PAVEMENT.
2. USE CAST IN PLACE PAVERS FOR NEW CONSTRUCTION.
3. RUBBERMATS ARE PERMITTED FOR RETROFITS.
4. LANDING AND RAMP WIDTH MAY BE REDUCED TO 3' WHERE SPACE
IS LIMITED AND DESIGN IS APPROVED BY THE CITY ENGINEER.
WHEEL CHAIR RAMP DETAIL
NTS
1'-6" x 1'-o" x .o8o STD. ALUM.
HANDICAPPED PARKING SIGN
RESERVED TO READ "RESERVED PARKING"
WITH IDENTIFICATION SYMBOL. C7
BOLT TO WD. POST W/ 3/8" CANDIUM
PLATED NUTS, BOLTS & WASHERS.
PARKING ❑
9" x i'-o" x .o8o STD ALUM. SIGN
TO READ "VAN ACCESSIBLE". O
BOLT TO WD. POST WITH 3/8" CANDIUM
PLATED NUTS, BOLTS & WASHERS
O
9" x 1'-0" x .o8o STD ALUM. SIGN 0
TO READ "MAXIMUM PENALTY $250,
r. 12 GS 20-37.6". BOLT TO WD. POST
COLORS WITH 3/8" CANDIUM PLATED °o
LEGEND AND BORDER - GREEN NUTS, BOLTS & WASHERS.
WHITE SYMBOL ON BLUE BACKGROUND FINISHED
BACKGROUND - WHITE PRESSURE TREATED 4"4' POST, GRADE
1-1/2 R(TYP)_ 1-1/2"R(TYP)
E"Am
Y VANI-III-_
/8"(I'YP) ACCESSIBLE 3/8„MYP) ===-III=III=12I-
I I I I 1111= -I I IE I I I-
LEGEND AND BORDER - GREEN LEGEND AND BORDER - GREEN
BACKGROUND - WHITE BACKGROUND - WHITE III III I I I I
VICINITY MAP (NOT TO SCALE):
CATHAY R
U I
w
WIN
z SITE .
REVIS
i�
��o •�Ess,� '-
S E A L
032555
�p FNGINE�'
�•...... •'
CLIENT INFORMATION:
M. M. FOWLER, INC.
LEE BARNES
422o NEAL ROAD
DURHAM, NC 27705
919-309-2925 EXT. 215
DRAWN:
JAE
SHEET SIZE:
24x36
CHECKED:
CDC
DATE:
6/21/2016
APPROVED: CDC
SCALE:
I\TTS
R E
BER: 2015-048
TYPICAL HANDICAPPED SIGN DETAILV'
DRAWL
NTS BY:_jI
NTS
C-3
3OF8

WATER
VAIN,
,8"P.G;S._..__............._,..........._._._..........................�.
1IvV.:3E,.5, APPRO�',........,
LOCATION EX.
16" WA"1'E1'2
1JNDI:':RGROUND
XF and T NJA.IN
VAT." L'I•
I FIRE
HYDILgNT
TIE TO EX.16" --
WATER MAIN
(1)WATBR
VALVE ................. _...
8o'
1" METER W/ -
FEBCO MODEL#
86o BACKFLOW
PREVENTER
WflfIl LINE
ISLAND ...............................
I
18" RCP
NI
� 18"I LS
RIP RAF'
I;U;S SIGN
IU
Qa
�L)
O
c4 0.
0
U°
�I
11t'If 1 I F I..LNI
Z MIN
I SKIP=.
a
O
U
TELEPHONE
PFIDESkIAL
WHITE
I l N'I':
EDGE OF
P AVt tI I t I
CONYCREITE. ........ ......_7
1 RAFFIC.
POLEBASE
2" B.O. ASSY -
SIOd'' bait -
11) ;k OP
P I,EMENT
. IS ANT)
a°
M
I
I
0
0
M
I
I
I
I
I
v 4,V v17T
I
CONCRETE
STRIP
ACQT ISITIOh HULlliNC,S LLCI
REDWISION OF
ALB [U:*S', ANC;a:1d,rtnrl`i1i.1:l013,13STRAC'I'S
MAP FOOR , PAGE 308
-�.. ........... ..... CURB
__ 1� �I �---- 18" FES INV. 34.5 ;
W/5'X10'X12"ED,
\ 1o' ACCESS & MAINTENAXC EASEMENT
s'
N4
77�33515' SS
� 1
W 1" WATER 6" MIN SrBBRY /� \
C PARKIIXI SIGN
I'
PROPOSED'BUILDING
,(g2oo SF)
11 FFE=41,5
j " 40.8 O
` 15
7tA<-12.A
•1 i ?fis ACI2ILS
•4
SCREENED DUMPSTERS A_
8' FENCE WITH GATES
40.8
40.0 39.75
PRIM:
39.3
CI#2
37.0
INV:
34.8
S / 38,4 0 37.4
o z 38.. 38•0 37,5 i
7
i 2.
39.0 I; 3Q' OC \]�20PO$ED ° 38.0 37.35
PUMP
3 j 38_75 -> ❑ a. m o C10PY o. 0 37.75
r {. 37•5` v a 37.5'
,.3
x
38.5 38.0
40.0 38.4 37.9 37.4
i
CI#1
\
RIM: 37.0
38.6 38.1 \ 38,3 38.0 37.8 INV: 35.0
i
- -
?19
STOP BAR - - R/W - - - - POLE.
CONCRETE
I F•M1FI €t. �."�
I
I
Desi ner's Plan Certification:
"I hereby certify that this plan has been prepared in accordance with the latest
New Hanover County Ordinances and Storm Water Design Manual."
Signature:
Printed Name and Title:
Date:
Registration Number: SEAL
Property Owner Certification:
1 (We) hereby certify that I (we) am (are) the current owner of the property and that upon
receipt of "Authorization -To -Construct" any clearing, grading, construction or development,
will be performed in accordance with this plan and that the applicable ordinances and rules of
New Hanover County, the State of North Carolina and the Federal Government and its
agencies which are hereby made part of this plan. As the owner, I (we) accept full
responsibility for the construction and operation and maintenance of the proposed facilities. I
(We) will not attempt to transfer of this responsibility without written authorization of
New Hanover County."
Signature:
Printed Name and Title:
Date:
i
�. CONTROL
CORNER
i
WET
I
Ci
_P4*
195 71'
r
-� I �4" PVC SEWER SI
SERVICE
30,
LP:S.
I
Iw
Z
w
I�;
o
_o
LOT 2
N
o
% REDIVI31ON OF'
z
/ AI BhIZ'1'Sth lvv and7AM1 F� t1. IIC)BB, TRACTS
NtAP BOOK 29 PAGE 4
r ZON.W R 15
VACANT
I4
I I M ORARY
ME ER POST
(POINTER
LINE C(3T)
20 LF EMERGENCY SPILLWAY
INV: 37.7
:€?OVVFR
FOL.E
SITE DATA C-STORE SITE:
PROPERTY ADDRESS:
6347 CAROLINA BEACH RD
SSNIH r J
WILMINGTON, NC 28409
'
CURRENT OWNER:
WATER OF LIFE LUTHERAN CHURCH INC
t
PO BOX 15392
i
WILMINGTON, NC 28408
NEW HANOVER COUNTY PIN:
s
R07918-005-oo8-000
TOTAL TRACT AREA: f 1.76 AC. (76,638 SF)
`(
TOTAL DISTURBED AREA: f2.2 AC.
CURRENT ZONING:
N
b
B-2
' 9
,li w
°
CAMA CLASSIFICATION:
TRANSITION
SETBACKS:
N1°8'"W
33 4 5
FRONT REQ'D= 35' PROP= 156'
O2'
REAR REQ'D= o' PROP= 32'
SIDE REQ'D= O'L/55'R PROP= 921/i6i'R
w
PROPOSED LAND USE:
CONVENIENT STORE
- --s88°2030"`"
1025s3'(1oTAL) ! - -
GROSS FLOOR AREA:
5
30.94'
1`
3,200 SF (4.2 % LOT COVERAGE)
22
,y 00k3 2 psE�E
��Es
BUILDING HEIGHT: ±20'
PRIVATE UTILITY EASEMENT
o
ONSITE IMPERVIOUS SURFACES:
BUILDINGS= 3,200 SF
\
PAVED PARKING= 30,497 SF
SIr1Ii
li[ 3;,34E)2 2966";,�
SHE.I_F:
CONCRETE _
SIDEWALKS= 11174 SF
;.S'2 119
INV,:a7.z2 06.
TOTAL IMPERVIOUS= 34,871 SF (45.5%)
OFFSITE IMPERVIOUS SURFACES:
DRIVEWAY APRONS= 954 SF
PARKING MIN. REQUIRED: (3,200 SF @ 1 SPACE / 400 SF)
TOTAL PARKING REQUIRED: 8 SPACES
TOTAL PARKING PROVIDED: 15 SPACES (1 HC)
STREETYARD:
GOLDEN RD.
REQUIRED: 7,479 SF (299.15' X 25) 37.5' MAX 12.5' MIN
PROVIDED: 7,679 SF
CAROLINA BEACH RD. (US 421)
qur%v�
4wk
REQUIRED: 2,86o SF (228.76' X 12.5)
PROVIDED: 2,915 SF
FOUNDATION PLANTINGS:
REQUIRED: 142 SF (1,18o' X 12%)
PROVIDED: 142 SF
PARKING LOT INTERIOR LANDSCAPING:
REQUIRED: 2,415 SF (30,181' X 8%)
PROVIDED: 2,466 SF
-
io' UTILITY EASEMENT
'CH EX. GRADE t34.19l WATER AND SEWER DEMAND: (250 GPD PER PLUMBING FIXTURE)
- - - - - -3i675 - - - - - SEWER: @ 25o GPD X 4= 1,000 GPD
S88020'30"W 1032.48'(TOTAL) WATER: @ 25o GPD X 4= 1,000 GPD
_--; - -- GOLDEN ROAD(6o' PUBLIC R/ -
- - - - - _
- 100'
_
_ 18" FES INV. 34.3 EX. SOIL DIEWAYI�
k
i MATCH EX. PAVEMENT ±37.0 W/ 5' X 10' X 12" ED REMOVED AN'D\SWAL3,o1.F
CONSTRUCTED
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POLE
I
I
DEVELOPMENT NOTES:
I.
ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY ZONING ORDINACE.
2.
PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & NEW HANOVER COUNTY REGULATIONS.
UTILITY NOTES:
i.
WATER AND SANITARY SEWER SERVICES ARE CURRENTLY AVAILABLE TO THE SITE FROM CAPE
FEAR PUBLIC UTILITY AUTHORITY PUBLIC MAINS.
2.
ALL PROPOSED UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV, GAS & TELEPHONE
SHALL
BE INSTALLED UNDERGROUND.
3.
SOLID WASTE DISPOSAL BY PRIVATE DUMPSTER SERVICE..
4,
ALL WATER & SEWER UTILITIES TO BE INSTALLED PER CFPUA TECHNICAL SPECIFICATIONS &
STANDARDS.
5.
PROJECT SHALL COMPLY WITH CFPUA CROSS CONNECTION CONTROL REQUIREMENTS. WATER
METER(S) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET AND N.C.D.E.N.R. HAS
ISSUED THEIR "FINAL APPROVAL.". CALL 343-3910 FOR INFORMATION.
6.
ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CFPUA WILL NEED TO
BE ON THE LIST
OF APPROVED DEVICES BY USCFCCCHR OR ASSE.
7.
IF CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION, HE SHALL APPLY IN ADVANCE
FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACKFLOW
PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX.
8.
WHEN PVC WATER MAINS AND SERVICES ARE PROPOSED, THE PIPES ARE TO BE MARKED
WITH
NO. to INSULATED, SINGLE -STRAND COPPER WIRE INSTALLED & STRAPPED TO THE PIPES WITH
DUCT TAPE. THIS IS TO BE ACCESSIBLE IN ALL VALVES AND METER BOXES TO AID IN FUTURE
LOCATION OF FACILITIES.
9.
THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OR EXISTING
UTILITIES DURING CONSTRUCTION. CALL U-LOCO AT 1-800-632-4949• CONTRACTOR IS
RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ANY UTILITIES, CURB & GUTTER,
PAVEMENT, ETC. THAT MAY BE BE DAMAGED DURING CONSTRUCTION. DAMAGED ITEMS
SHALL BE REPAIRED TO AT LEAST THE QUALITY OR WORKMANSHIP FOUND IN THE ORIGINAL
ITEM.
ECE'VG
JUN 2 Z 2 i5
BY:
LEGEND
- -
PROPERTY LINE
CONTOUR
CENTER LINE
SF
TEMPORARY SILT FENCE
PROPOSED WATERLINE
SF
PROPOSED SANITARY SEWER LINE
RUNOFF DIRECTION
'
EXISTING FLOW PATH
lENERGY
DISSIPATER
25 5
SPOT ELEVATION
LANDSCAPING
i
N.
L
4
D
9-
VICINITY MAP (NOT TO SCALE):
CATHAY RD
WIN
SITE
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LIENT INFORMATION:
[. M. FOWLER, INC.
EE BARNES
220 NEAL ROAD
URHAM, NC 27705
9-309-2925 EXT. 215
DRAWN: JAE
SHEET SIZE:
24x36
CHECKED: CDC
DATE:
6/21/2016
APPROVED: CDC
SCALE:
1" = 30'
PROJECT NUMBER:
2015-048
30' 15' o' 30` 60'
DI
Scale: I"=30'
.AWING NUMBER:
C-1
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