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PERMIT NO.
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STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
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APPROVED PLANS
❑ HISTORICAL FILE
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1. PROPERTY OWNER- .
DI AN A GALLOP
1521 RIVERSHORE ROAD
ELIZABETH CITY, NC 27909
[phone]
2- Sl TE AREA. 3.10 AC - I
3. PARKING:
SPACES REOMED �5 PER 1.000 SF): 122 -
SPACES PROVIDED INCLUDING 6 HANDICAPk 15.3
4. ZONING OF PARCEL.• C-3 .
56 LOT COVERAGE
BUILDING AREA: 24,412 SF m 18.1 X
PARKfNG/SIDEWALK AREA. 98,036 SF = 72.67E
OPEN SPACE- . 12.588 SF - 9.3%
TOTAL AREA: 135.039 SF - 100%
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ASPHALT PAVEMENT SHALL CONSIST OF 6' ABC
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7- WATER AND SEWER CONNECTIONS SHALL IDE MADE
PER THE CITY OF ELIZABETH CITYS STANDARDS.
& BOUNDARY INFORMATION WAS TAKEN FROM A MAP
PREPARED BY S_ ELMO WILLIAMS FOR DIANA M.
GALLOP DATED MARCH 16, 1995- 000/
LEGEND
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EXISTING UTUILITY POLE
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CLEARANCE
30- CMP RISER Wr/ ANT� VORTEX
PLATES & TRASH RACK. SEE
TRASH RACK DETAIL. WELD 1/4'
STEEL PLATE ON BOTTOM_
- t
Rrs 2' DIA. HOLE (TYP)
8.00
BARREL
0 n 0 0= 0 24' CMP O 0.50X
b (ROTATED 90' FOR CLARITY)
b
INVERT - 5.50
°°
4 � 157 WASHED STONE.
4 �
d
DRAWDOWN DEVICE-
6' GALV. STEEL PIPE
& FITTINGS, ATTACH
TO RISER
OUTFLOW STRUCTURE
NTS
FORERAY AREA TO BE PLANTED AS MARSH
RIP RAP PAD
TOP ELEV. 5.70
PERMANENT
EXISTING GRADE 2a, WATER SURFACE
ELEV. - 5.50
t L�JL 11 f A
5 -
�y EARTH WEN? ACROSS
END OF FOREBAY AREA
MARSH VEGETATION
BOTTOM ELEV. 3.50
-
BOTTOM ELEV. - -0.
FOREBAY AREA CROSS SECTION _
_- - NTS
RIM ELEV.
(SEE PLANS) ■
AS REWIRED
SEE PLANS FOR
INVERT & RIM
ELEVATIONS
i'
C.I. F. & G. — CH—BN-2 SY DEWEY BROS., INC-
YIN N.C-, OR EQUAL. HEAVY DUTY CASTYING.
FRAME - 220 LBS. MIN., GRATE - 200 LBS. MIN.
CORBEL MASONRY AS REQ'D FROM FULL DIM'S OF RISER
BARREL TO INSIDE DIM'S OF FRAME.
` CORBEL OR CONE SECTION MAY BE ECCENTRIC.
NOTE. ALL MATERIAL AND INSTALLATION TO MEET
V MIN. SPECIFICATIONS OF
NCDOT " STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES. LATEST EDITION.
It+ISIDE DIMENSIONS:
SHALL BE EQUAL TO THE
LARGEST CULVERT DIAM. PLUS
16' IN EACH DIM-
8' SEWER BRICK MASONRY(SOLID)
SET MASONRY WALL FLUSH W/ BELL END OF CULVERT
— •
DROP NUT
NTS
CURB & GUTTER DETAIL PER NCDOT
ROADWAY STANDARD DRAWING 846.01
6-
3.R 2' 1-2
3'R d
12" `� d
v
30' 6' ABC STONE
CURB & G�UpT�/T��E� R DETAIL
1 ■ r ICAL
NTS
M
/ F
i
ANTI -SEEP COLLARS
AT ITL OF DAM
TYP. SPACING BETWEEN
g 7 h6
BARS AND PLATES
WELD TO PLATES
1/4' STEEL PLATES -
1
ATTACH TO RISER USING
2"X2'X1/4' ANGLE IRON
f
l
3/4- STEEL BARS (TYP.)
30' CMP RISER
WELD TO RISER
TRASH RACK
NTS
EROSION CONTROL MEASURES -
SEEDING SCHEDULE
THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REOUIRMENTS OF THE EROSION
SEED MIXTURE RATE OPTIMUM PLANTING DATES
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
1. KENTUCKY 31 FESCUE. 5 #/1000 SF MAR. 15 - MAY 1
CALENDAR DAYS AFTER COMPLETION OF CONSTRUCTION WITHIN THE SPECIFIC AREAS. THE
AUG. 15 - OCT. 15
CONTROL MEASURES SHALL BEGIN PRIOR TO ANY LAND DISTURBING ACTIVITY INCLUDING
CLEARING; SHALL CONTINUE DURING THE CONSTRUCTION AND SHALL CONTINUE WITH THE
2. COML40N BERMUDAGRASS 2 #/1000 SF MAY 1 - ,AJNE 30
NECESSARY MAINTENANCE UNTIL THE DISTURBED LAND IS STABILIZED. COMPLIANCE WITH LOCAL
(HULLED)
AND/OR STATE SOIL EROSION AND SEDIMENTATION CONTROL LAWS SHALL BE THE ENTIRE
RESPONSIBILITY OF THE CONTRACTOR. THIS PARAGRAPH 15 INTENDED TO SERVE ONLY AS A
GUIDE TO THE CONTRACTOR FOR COMPLIANCE WITH SUCH LAWS. ORDERS, RULES AND
3. PEARL MILLET 2 #/1DOD SF MAY 1 - OCT. 1
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 tXCLUDE, BUT ARE NOT LIMITED TO CATCH BASINS,
4 FESCUE 5 #/1000 SF OCT- 15 - MAR. 15
NATURAL WATERWAYS, DRAINAGE DITCHES, WALKS, DRIVES, ROADS, LAWNS, AND STREAMS.
1
TBAPCWMY{RAVELCONSTRUCTIONENTRANCE CONSTRUCTION SEQUENCING
A- NCDOT #5 OR #57 WASHED STONE SHALL BE USED. PAD TO BE 51Y 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-
0- PAD MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD
ONTO STREETS, PERIODIC TOPDRESSING WITH STONE MILL BE NECESSARY.
E. ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY.
tz°fO�P� S0 f?
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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 S 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 EXETREMELY WET.
LIMESTONE, FERTILIZER. AND SEED
LIMESTONE, FERTILIZER, AND SEED SHALL BE APPLIED WITHIN 24 HOURS AFTER COMPLETION OF SEEDBED PREPARATION. LIMESTONE
AND FERTILIZER MAY BE APPLIED AS PART OF THE SEEDBED PREPARATION, PROVIDED IT IS WORKED INTO THE SOIL_ IF NOT SO
APPLIED, LIMESTONE AND FERTILIZER SHALL BE DISTRIBUTED UNIFORMLY OVER THE PREPARED SEEDBED AT THE SPECIFIED RATE
OF APPLICATION AND THEN HARROWED, RAKED. OR OTHERWISE THOROUGHLY WORKED INTO THE SEEDBED. SEED SHALL BE
DISTRIBUTED UNIFORMLY OVER THE SEEDBED AT THE RATE OF APPLICATION SPECIFIED. AND IMMEDIATELY HARROWED, RAKED, OR
DRAGGED AS TO COVER THE SEED WITH A LAYER OF SOIL_
MULCHING
ALL SEEDED AREAS SHALL BE MULCHED. GRAIN STRAW MAY BE USED AS WULCH AT ANY TIME OF THE YEAR_ MULCH SHALL
BE APPLIED WITHIN 24 HOURS AFTER THE COMPLETION OF SEEDING. CARE SHALL BE TAKEN AS TO PREVENT DISPLACEMENT OF
SOIL OR SEED TO THE SEEDBED AREA DURING MULC4'HNG OPERATIONS. MULCI+. SHALL BE UNIFORMLY SPREAD BY HAND OR
MECHANICAL SPREADER. AN ACCEPTABLE APPLICATION WILL BE THAT WHICH WILL ALLOW SOME SUNLIGHT TO PENETRATE AND
AIR THE CIRCULATE BUT ALSO PARTIALLY SHADE THE GROUND. REDUCE EROSION AND CONSERVE SOIL MOISTURE.
MAINTENANCE
AREAS WHERE SEEDING AND MULCHING HAVE BEEN PERFORMED SHALL BE MAINTAINED IN SATISFACTORY CONDITION UNTIL
ACCEPTANCE OF THE PROJECT BY THE OWNER- AREAS OF DAMAGE OR FAILURE DUE TO ANY CAUSE SHALL BE REPAIRED OR REDONE
AS NECESSARY.
rp-
2" X 4' WOOD FRAME
1I li
If II
u
2* X 4' STAKES
IICIIiCNII
il�iiFF- FRAME
eIlClIfic"I�1cn1a1lle
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ILTER FABRIC
EXCESS
-
AT ■
STAKE
FABRIC
FABRIC
BURIED FABRIC MIN. ' RATE
1. SPACE STAKES EVENLY AROUND THE PERIMETER
OF THE INLET A MAXIMUM OF 7' APART AND
DRIVE THEM SECURELY INTO THE GROUND.
2- PLACE THE BOTTOM 12 INCHES OF THE FABRIC
IN A TRENCH AND BACKi1LL TI•E TRENCH WITH
AT LEAST 4 INCHES OF CRUSHED STONE OR 12
INCHES OF COMPACTED SOIL
3- THE TOP OF THE FRAME AND FABRIC MUST BE
WELL BELOW THE GROUND ELEVATION DOWNSLOPE
FROM THE DROP INLET TO KEEP RUNOFF FROM
BYPASSING THE INLET_ IT MAY BE NECESSARY
TO BUILD A TEMPORARY DIKE ON THE DOWN
SLOPE SIDE OF THE STRUCTURE TO PREVENT
BYPASS FLOW. MATERIAL FROM WITHIN THE
SEDIMENT POOL MAY BE USED FOR DIKING,
FABRIC DROP INLET PROTECTION
4' THICK 5' WIDE 25M PSI CONCRETE SIDEWALK
6X6 WI AXW1.4 WWF
SLOPE 1/4- PER FOOT i7
2-1-2 ASPHALT
I III III III I f l ill � 0 0 Q ° Q ° 6' ABC STONE BASE
---III III ill III I l 1 l -
�� I Ed I 1l�-
COMPACTED EARTH
1 — !4 REBAR
CONCRETE SIDEWALK DETAIL
NTS
NT
ti
1, INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PADS. (SEE DETAIL)
2. INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT
OFF SITE SEDIMENTATION.
3. FILL THE EXISTING FIELD DITCHES. CUT NEW SWALES AND DITCHES.
4. INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROTECTION.
5. INSTALL THE STONE BASE AND ASPHALT FOR THE PROPOSED STREET.
6- SEED THE DISTURBED AREAS IN SUCH A MANNER THAT NO AREA WILL
REMAIN DENUDED FOR MORE THAN 30 DAPS.
7_ MONITOR AND MAINTENANCE THE INSTALLED EROSION CONTROL MEASURES
AND REPAIR AS NECESSARY.
8_ ONCE VEGETATION IS ESTABLISHED, REMOVE THE CONTROL DEVICES,
RESERVED
PARKING
STANDARD HANDICAPPED PARKING SIGN(TYPICAL)
PROVIDE FLARED SIDES TO BE INSTALLED AT REQUIRED HEIGHT AND
O 2:12 MAX. SLOP DIMENSIONAL RELATIONSHIP TO PARKING STALL.
OR HANDRAILS
/r--HANNCAPPED PARKING STALL
--BOTTOM EDGE OF SIGN 10' RAMP ACE OF 6' CURB
1:20 SLOPE A5 DIM'0.
MAXIMUM ON
PENALTY SITE PLAN
Sim
�1PARKING STALL PAVEMENT MARKINGS (TYP.)
CLEARANCE. STANDARD HANDICAPPED SYMBOL
60' OUTSIDE OF PEDESTRIAN AREAS 5.0 FT. WHEELCHAIR ACCESS AISLE/RAMP
84" WITHIN PEDESTRIAN AREAS
GRADE
A_D.A. STANDARD HANDICAPPED PARKING SIGN
(W/ STANDARD HANDICAPPED SYMBOL) PLAN VIEW OF PARKING STALL(S)
HANDICAPPED PARKING, WALKWAY & RELATED DETAILS
RIM ELEV.
(SEE PLANS)
Ln
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a
C V IRI � N LET
NTS
C.I. F. & G. - CH-BN-74 BY DEWEY BROS., INC.
GOLDSBORO, N.C., OR EQUAL, HEAVY DUTY CASTYING,
FRAME - 220 LBS. MIN., GRATE - 185 LBS. MIN.
CORBEL MASONRY AS REWD FROM FULL DIM'S OF RISER
BARREL TO INSIDE DIM'S OF FRAME.
CORBEL OR CONE SECTION MAY BE ECCENTRIC.
NOTE: ALL MATERIAL AND INSTALLATION TO MEET
MIN SPECIFICATIONS OF
NCDOT ' STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES-, LATEST EDITION.
C.I. STEPS FOR INSIDE DEPTH GREATER THAN 4'
INSIDE DIMENSIONS:
SHALL BE EQUAL TO THE
LARGEST CULVERT DIAM. PLUS
16- IN EACH DIM.
8' SEWER BRICK MASONRY (SOLID)
SET MASONRY WALL FLUSH W/ BELL END OF CULVERT
Tf W-QAIV1 :V ww"M
-COMPACT SUBGRADE TO 95% OF ASTM D 698
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