SW7030901_APPROVED PLANS_20031104

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 7o5dD/
DOC TYPE
❑CURRENT PERMIT
pu APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
3 �/(P�
YYYYMMDD

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NTS
SITE DATA
1. OWNER:
P.J.R., LTD.
C/O LIUAS J. MORRISON
P.O. BOX 8309
DUCK, NC 27949
PHONE: [phone]
2. LOT COVERAGE:
EXISTI
BUILIDINGS 45,631 SF
ASPHALT/GONG. 79,681 SF
GRAVEL (TO BE REMOVED) 25,473 SF
PROPOSED
BUILIDINGS 74,471 SF
ASPHALT/CONIC. 105,465 SF
FUTURE
BUILDINGS 120,102 SF = 26.40
ASPHALT/CONC. 185,146 SF = 40.70
OPEN SPACE 149,699 SF = 32.90%
TOTAL SITE 454,947 SF = 100% (10.44 AC)
3. THIS PROPERTY IS "THE HARBINGER
CENTER" LOCATED AT 8845 CARATOKE
HIGHWAY, HARBINGER, NC 27941
D.B. 321, PG. 376
4. PARKING:
TOTAL GROSS OFFICE SPACE = 19,872 SF.
SPECIAL USE PERMIT SPECIFIES 1 SPACE
PER 200 SF OF 80% OF GROSS FLOOR AREA.
19,872 X .80 = 15,898 / 200 = 80
PARKING SPACES REQUIRED = 80
HC SPACES REQUIRED = 3
LOADING SPACES REQUIRED = 1
PARKING SPACES PROVIDED = 81
HC PARKING PROVIDED = 3
LOADING SPACES PROVIDED = 2
5. SHADING REQUIREMENTS:
(CONC. & ASPHALT AREA) X 0.20 = 21,093 Sf
(20% OF VEHICULAR AREA)
SHADING PROVIDED = 25,516 SF
6. SITE IS ZONED: GB
7. THIS SITE IS LOCATED IN FLOOD ZONE A4 (EL 7)
ACCORDING TO FLOOD MAP 370078 0410 C.
DATED NOVEMBER 1, 1984.
8. STRUCTURAL SETBACKS:
FRONT STREET (ALONG HWY 158) = 50'
SIDE = 15'
REAR = 25'
VEHICULAR SETBACKS:
FRONT 20'
SIDE = 10'
REAR = 25'
9. BOUNDARY INFORMATION TAKEN FROM SURVEY
ENTITLED "PHYSICAL SURVEY OF PROPERTY IN
HARBINGER" SURVEYED FOR P.J.R. LTD. DATED
OCTOBER 18, 1996, BY STYONS SURVEYING
SERVICES.
10. DISTURBED AREA = 4.8 AC
11. LANDSCAPED BUFFERYARD REQUIREMENTS:
SIDE COMMERCIAL — TYPE "C" SUFFERYARD
REAR RESIDENTIAL - TYPE "A" BUFFERYARD
LEGEND
BENCHMARK
DRAINAGE FLOW DIRECTION
PROPOSED CHECK DAM
®
EXISTING WATER METER
EXISTING ASPHALT
PROPOSED ASPHALT
PROPOSED CONCRETE
EXISTING CREPE MYRTLE
wwrF'
EXISTING PINE
EXISTING MIMOSA TREE
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PROPOSED NATCHEZ CREPE MYRTLE
dy
PROPOSED JAPANESE ZELKOVA TREE
(ZELKOVA SERRATA)
WOODSLINE
RIP -RAP
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PROPOSED GRADES
EXISTING DITCH
PROPOSED DITCH
TOP OF BANK (TOB)
_ _ _ _ _ _ _ _
VEHICULAR SETBACK
— — — — — —
BUILDING SETBACK (MBL)
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( IN FEET )
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MANAGEMENT OOMMUNKM
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SECTION
1, INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PADS. (SEE DETAIL)
2. INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT
OFF SITE SEDIMENTATION,
3, CUT NEW SWALES AND DITCHES AND CONSTRUCTION DETENTION POND.
4. INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROTECTION.
5. INSTALL THE STONE BASE AND ASPHALT FOR THE PROPOSED PARKING.
6. SEED THE DISTURBED AREAS IN SUCH A MANNER THAT NO AREA WILL
REMAIN DENUDED FOR MORE THAN 30 DAYS.
7. REMOVE SEDIMENT FROM DETENTION POND AND RESTORE TO DESIGN DEPTHS.
8. MONITOR AND MAINTENANCE THE INSTALLED EROSION CONTROL MEASURES
AND REPAIR AS NECESSARY,
9. ONCE VEGETATION IS ESTABLISHED, REMOVE THE CONTROL DEVICES.
CONSTRUCTION SEQUENCING
TOF
TOP OF DITCH BANk
BOTTOM OF DITCH
LAYER OF f5 -
WASHED STONE
4" THICK
CLASS B STONE
PROFILE
REMOVE SEDIMENT WHEN IT ACCUMULATES
TO 1/2 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
0
PERMANENT POOL
P-�ati
• _�_.talr��l�
CLASS "B" EROSION CONTROL STONE
SECTION A —A
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.
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 MULCH 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 FROM THE SEEDBED AREA DURING MULCHING
OPERATIONS. MULCH SHALL BE UNIFORMLY SPREAD BY HAND OR MECHANICAL SPREADER. AN ACCEPTABLE
APPLICATION WILL BE THAT WHICH WILL ALLOW SOME SUNLIGHT TO PENETRATE AND AIR TO 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. AREA OF DAMAGE OR FAILURE DUE TO ANY
CAUSE SHALL BE REPAIRED OR REDONE AS NECESSARY.
EARTH WEIR
NTS
SEEDING &MULCHING
12"
" CURB
FROM
EOP
PLAN VIEW
SECTION VIEW
STORMWATER FLUME -TYPICAL
CLASS "B" EROSION CONTROL STONE
EX. GRADE = t8.00
OF
NTS
A
4'
A
SECTION B—B
5
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 SCHEDULE
SEED MIXTURE RATE OPTIMUM PLANTING DATES
1. KENTUCKY 31 FESCUE
5 #/1000 SF MAR. 15 - MAY 1
AUG. 15 - OCT. 15
2. COMMON BERMUDAGRASS
2 #/1000 SF MAY 1 - JUNE 30
(HULLED)
3. PEARL MILLET
2 #/1000 SF MAY 1 - OCT. 1
4. FESCUE
5 #/1000 SF OCT. 15 - MAR. 15
SEEDING
SCHEDULE
6 MAX
MAX. HEIGHT
18"
LENGTH AS NECESSARY
TO INSURE STABLE INSTALLATION
BACKFILL MINIMUM
8" GRAVEL OR
COMPACTED SOIL
1. FILTER FABRIC SHALL BE EXTRA STRENGTH FABRIC
CAPABLE OF MEETING 50LB/UN, INCH,
2. FABRIC SHALL HAVE A SLURRY FLOW RATE OF
0.3 GAL/SQFT/MIN.
3. STAPLE OR WIRE THE FABRIC DIRECTLY TO THE POSTS.
4. EXCAVATE A TRENCH APPROX. 6" WIDE AND 8" DEEP
ALONG THE PROPOSED LINE OF POSTS UPSLOPE
OF THE SILT FENCE AND BURY THE BOTTOM EDGE OF THE
FILTER FABRIC- BACKFILL THE TRENCH WITH COMPACTED
EARTH OR GRAVEL.
5. INSPECT SEDIMENT FENCES WEEKLY AND AFTER EACH RAINFALL
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE FOR THE NEXT RAIN.
6. REMOVE FENCING AS THE DRAINAGE AREA IS STABILIZED.
FILTER F
14"
"V" TRENCH
UNDISTURBED SOIL
SILT FENCE DETAIL
NTS
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.
ROP°�P� S� FT
gyp\ :=%::•:•:•• M�,
5
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
N75
STANDARD HANDICAPPED PARKING SIGN(TYPICAL)
TO BE INSTALLED AT REQUIRED HEIGHT AND
DEPRESSED SIDEWALK DIMENSIONAL RELATIONSHIP TO PARKING STALL.
LEVEL WITH PARKING
HANDICAPPED PARKING STALL
1:1? :32
—EDGE OF SIDEWALK
f AS DIM'D.
ON
Q SITE PLAN
l PARKING STALL PAVEMENT MARKINGS (TYP.)
L STANDARD HANDICAPPED SYMBOL
5.0 FT. WHEELCHAIR ACCESS AISLE
5' 11
PLAN VIEW OF PARKING STALL(S)
2"X4"
i i { POST
RESERVED
` i s PARKING
i 1
i
EDGE OF SIGN
MAXIMUM
PENALTY
$250
2a�s CLEARANCE:
60" OUTSIDE OF PEDESTRIAN AREAS
84" WITHIN PEDESTRIAN AREAS
—GRADE
A.D.A. STANDARD HANDICAPPED PARKING SIGN
(W/ STANDARD HANDICAPPED SYMBOL)
HANDICAPPED PARKING, WALKWAY
& RELATED DETAILS
NTS
PARKING LOT ELEV. = 7.75t EX. GRADE #8.00
INFILTRATION BASIN SECTION
NTS
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i.S i �- A" -, 1 - _- - - ° r >L� �l ..�" �l ' 3: i '�
J3»R 2" TYPE SF 9.5A ASPHALT
3"R Q
12" :-�- d
d
24"
6" ABC STONE
CURB & GUTTER DETAIL
NTS
4" THICK 5' WIDE 2500 PSI CONCRETE SIDEWALK
SLOPE 1/4" PER FOOT 7
6
-i I I iii Iii ill IIi 2" TYPE SF 9.5A ASPHALT
_i i i I l i l iii i i i III Q O Q O Q O Q 6" ABC STONE BASE
-IIEl I I
iil III Iii
COMPACTED EARTH„„iil IIi III IIi III; III iii
I—
CONCRETE SIDEWALK DETAIL
2" X 4" WOOD FRAME
U
2' X 4" STAKES
,
F112MIM iiliciri j,
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FILTER FABRIC
(GATHER EXCESS
AT CORNERS)
NTS
BURIED
1BRIC
TE
1. SPACE STAKES EVENLY AROUND THE PERIMETER
OF THE INLET A MAXIMUM OF 3' APART AND
DRIVE THEM SECURELY INTO THE GROUND.
2. PLACE THE BOTTOM 12 INCHES OF THE FABRIC
IN A TRENCH AND BACKFILL THE 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
NTS
LEADER SHOULD NOT
BE CUT C^
PI
PLANT
Q
ORIGINAL GRA
AS REQUIRED
SEE PLANS FOR
INVERT & RIM
ELEVATIONS
'LY
'ED
HOSE
3LE OR
?ED WIRE
NTERVALS
.YER
DIAMETER
TH SAUCER
TREE PLANTING DETAIL
1"X4'X6' SALT TREATED
WITH 1" CHAMFERED 4"X4" SALT
CORNER (TYP) TREATED (TYP)
6'
8 2%4" SALT
TREATED (TYP)
TTTT
Jj 1.1 1 Ll 1 111:
APPROXIMATE 1 CF
CONCRETE (TYP)
_H LLI 1. 1 1, 1111
/\//\"
oo EXISTING
\\/\/\\/\\/\\/�\/�\/\ : \\\� EARTH
RIM ELEV. —
(SEE PLANS)
DUMPSTER SCREEN DETAIL
NTS
NOTE: ALL MATERIAL AND INSTALLATION TO MEET
MIN. SPECIFICATIONS OF
NCDOT " STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES", LATEST EDITION.
C.I. F. & G. = DI-840.16 BY CAPITOL FOUNDARY OF
VIRGINIA, INC. OR EQUAL, HEAVY DUTY CASTING,
FRAME = 180 LBS. MIN., GRATE = 270 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.
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
Al oxoxl Vliv RRM
—COMPACT SUBGRADE TO 95% OF ASTM D 698
DROP INLET
NTS
6" THICK 2' WIDE CONCRETE VALLEY
CONCRETE VALLEY DETAIL
NTS
COMPACTED SUBGRADE
2" 1-2 ASPHALT
6" ABC STONE BASE
1" RADIUS
V f 6x6xl9io WWF
6" THICK CONCRETE SLAB
DUMSTER PAD DETAIL
NTS
PIPE PLUG
NTS
BRICK OR CONCRETE
MASONRY FILL
6-
2' #5 RE —BAR
PRECAST PARKING BLOCK
RIM ELEV.—
(SEE PLANS)
AS REQUIRED
SEE PLANS FOR
INVERT & RIM
ELEVATIONS
NTS
NOTE: ALL MATERIAL AND INSTALLATION TO MEET
MIN. SPECIFICATIONS OF
NCDOT " STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES% LATEST EDITION.
CURB INLET
NTS
_"'lrCHAMFERED EDGES
2" TYPE SF 9.5A
,/__ASPHALT
'-W-- _6" ABC STONE
C.I. F. & G. = DI-840.03 BY CAPITOL FOUNDRY
OF VA., INC., OR EQUAL, HEAVY DUTY
CASTING, TOTAL WEIGHT = 550 LBS.
CORBEL MASONRY AS REQ'D FROM
FULL DIM'S OF RISER BARREL TO
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
"/ VAVAIV/ IV "►7M
—COMPACT SUBGRADE TO 95% OF ASTM D 698
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