SW7030111_APPROVED PLANS_20030314

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW lw,.a
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

API
VICINITY MAP
NTS
Iv
N/F N/F
I N/F
N/F
RIVER CITY COMMUNITY RIVER CITY COMMUNITY
DONNA M.
KATHY M.
DEVELOPMENT CORPORATION DEVELOPMENT CORPORATION
HARRIS
BAXTER
ZONED: R-6 I ZONED: R-6
I ZONED: R-6
I ZONED: R-6
300.01
CARDWELL STREET - 50'R/W
ELBERT/BLOUNT
ZONED: R-8
20
1. OWNER:
MEMORIAL MISSIONARY BAPTIST CHURCH
704 CARDWELL STREET
ELIZABETH CITY, NC 27909
[phone]
2. CONTRACTOR/REPRESENTATIVE:
KEE DESIGN GROUP
CONTACT: MR. VERNON KEE
10942 US HWY 258 SOUTH
MURFREESBORO, NC 27855
[phone]
3. SITE SIZE: 2.21 ACRES
4. THIS PARCEL IS ZONED: R-6
5. THIS LOT IS LOCATED IN FLOOD ZONE C
ACCORDING TO FLOOD MAP PANEL 370185
0004 D, DATE AUGUST 5, 1985,
6. SITE COVERAGE:
EX. BUILDING 3,461 SF = 3.59%
EX. CONCRETE TO REMAIN 870 SF = 0.90%
PROPOSED BUILDING 7,704 SF = 7.99%
PROPOSED GRAVEL 38.890 SF = 40.35%
PROPOSED CONCRETE 901 SF = 0.93%
OPEN SPACE - 44,609 SF = 46.263
TOTAL 96,435 SF = 100.0%
7. PARKING:
SPACES REQUIRED: 88 (BASED ON 1 PER 4 SEATS
0 350 SEATS)
SPACES PROVIDED: 89 (INCLUDING 3 HANDICAP
ACCESIBLE SPACES AND 5 QUALIFYING ISLANDS)
8. LANDSCAPING SHALL BE INSTALLED AS SHOWN
ON THIS PLAN. ANY CHANGES MUST BE
APPROVED BY THE CITY OF EUZABETH CITY
PLANNING DEPARTMENT.
9. UTILITY CONNECTIONS WALL BE MADE INTERNAL TO THE
BUILDINGS. IF NEW SERVICES ARE FOUND TO BE
NECESSARY, THE CONTRACTOR SHALL COORDINATE
WITH THE CITY PUBLIC WORKS DEPARTMENT,
10. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY
INFORMATION WAS TAKEN FROM A SURVEY PREPARED
FOR THE OWNER BY S. ELMO WILLIAMS, PLS, DATED
MARCH 14, 2001.
EX. FIRE HYDRANT
TOP OF NUT
ELEV. = 13.77
S"Y
EX. SMH
LEGEND
®
DROP INLET
BENCHMARK
`Ib
UTILITY POLE
®
WATERMETER
FIRE HYDRANT
—OHP—
OVERHEAD POWER
- _
EXISTING GRAVEL
EXISTING CONCRETE
PROPOSED CONCRETE
EXISTING ASPHALT
PROPOSED STONE
PROPOSED RAPHIOLEPIS UMBELLATA
"INDIAN HAWTHORN£"
0
�''�'`�`
PROPOSED ILEX VOMITORIA
"DWARF
YAUPON HOLLY"
PROPOSED LAGERSTROEMIA INDICA
"CRAPE
1
MYRTLE"
PROPOSED QUERCUS VIRGINIANA
"LIVE OAK"
Ar- PROVED
C;,,;OLl\lA ENV!RONMENTAL
',=7MENT COMMISSION
: C N OF WATER QUALITY
QaIn -3 I l Y , 20 f3
S4crrvru, r Permit No. 5 "7 03 n 111
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GRAPHIC SCALE
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( IN FEET )
1 inch = 20 ft.
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LEGEND
10 — — EXISTING CONTOURS
10.00--"v PROPOSED GRADES
-Q�
BENCHMARK
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®
WATERMETER
FIRE HYDRANT
—BHP--
OVERHEAD POWER
— --
EXISTING DITCH/SWALE
---
PROPOSED DITCH/SWALE
PROPOSED CHECK DAM
EXISTING ASPHALT
PROPOSED STONE
PROPOSED CONCRETE
EXISTING CONCRETE
EXISTING GRAVEL
PROPOSED SILT FENCE
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
f inch = 20 ft.
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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 BANK
BOTTOM OF DITCH
LAYER OF #5 -
WASHED STONE
4" THICK
PROFILE �--CLASS B STONE
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
DRILL 3/4" DIA. HOLE
PARKING BORDER DETAIL
NTS
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.
SEEDING &MULCHING
TYPICAL DITCH OR SWALE
NTS
ISLAND BORDER DETAIL
NTS
LE
TIMBER
N.)
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 1/1000 SF OCT. 15 - MAR. 15
SEEDING SCHEDULE
6 MAX
MAX. HEIGHT
18"
LENGTH AS NECESSARY
TO INSURE STABLE INSTALLATION
�o'
FILTER F.
BAC MINIMUM
8" GRAVEL OR 14"
COMPACTED SOIL
1. FILTER FABRIC SHALL BE EXTRA STRENGTH FABRIC "�/,
CAPABLE OF MEETING 50LB/LIN. 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.
S. 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.
8"
"r TRENCH --�
UNDISTURBED SOIL
SILT FENCE DETAIL
NTS
PRECAST PARKING BLOCK
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.
CVO � '•' 'y/
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TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NTS
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 *--I—EDGE OF SIDEWALK
j AS DIM'D.
Q SITE
L PARKING STALL PAVEMENT MARKINGS (TYP.)
STANDARD HANDICAPPED SYMBOL
5.0 FT. WHEELCHAIR ACCESS AISLE
PLAN VIEW OF PARKING STALL(S)
2" X 4"
F" POST
RESERVED
PARKING
MFERED EDGES
6" ABC STONE
EDGE OF SIGN
MAXIMUM
PENALTY
$250
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
4" THICK 5' WIDE 2500 PSI CONCRETE SIDEWALK
SLOPE 1
COMPACTED EARTH
CONCRETE SIDEWALK DETAIL
NTS
2" 1-2 ASPHALT
6" ABC STONE BASE
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RIP RAP PAD
TOP ELEV. = 9.20
PERMANENT
;GRADE 20' WATER SURFACE
ELEV. = 9.00
- EARTH WEIR ACROSS
1 END OF FOREBAY AREA
MIN
3' a
MARSH VEGETATION BOTTOM ELEV. = 6.00 \ io
FOREBAY AREA CROSS SECTION
LEADER SHOULD NOT
BE CUT Or """ r"
PF
PLANT
WO(
ORIGINAL GRAI
NTS
TREE PLANTING DETAIL
NTS
BOTTOM ELEV. = 3.00
p 10 YR = 10.84
INLET ELEV. = 9.00
CLASS B STONE
COMPLETELY
SURROUNDS RISER -
PERMANENT
WATER SURFACE
ELEV. = 9.00
6" SCH 40 PVC TEE loo
THREADED PLUG-�
THREADED PLUG WITH ---J o/
1-1/4" DIA. HOLE \
DRILLED THROUGH
6' MIN.
CLEARANCE
INLET
ELEV. = 9.69
BARREL
12" CMP
INVERT = 9.00
43
#57 WASHED STONE
�\\\ DRAWDOWN DEVICE-
6" SCH 80 PVC
do FITTINGS, ATTACH
/ TO RISER
0
EX. GRADE = ±11.00
CONCRETE BOTTOM AND TOP OF SRUCTURE
SHALL BE REINFORCED WITH ,j!4 REINFORCEMENT
BARS 8" O.C. EACH WAY. REINFORCEMENT BARS
SHALL NOT BE PLACED CLOSER THAN 3" TO ANY
EXPOSED EDGE OF CONCRETE. WALLS MAY BE
CONSTRUCTED WITH 4" X 8" X 16" SOLID CMU'S
OR CAST IN PLACE CONCRETE.
ANTI -SEEP COLLARS TO BE
PLACED MIDWAY BETWEEN
STRUCTURES AND SPACED
18" APART
INSTALL f5 BARS - 6" O.C.
—TO PREVENT DEBRIS FROM
ENTERING OUTFLOW STRUCTURE
3.8"
SECTION A -A
OUTFLOW STRUCTURE - VERSION A
FINISH GRADE - ±11.00
NTS
10 YR = 10.15 INLET '/
=
INLET ELEV. = 9.00 ELEV. 9.59 I 4
CLASS B STONE
COMPLETELY E BARREL CONCRETE BOTTOM AND TOP OF SRUCTURE
SURROUNDS RISER 2 - 12" CMP'S SHALL BE REINFORCED WITH #4 REINFORCEMENT
BARS 8" O.C. EACH WAY. REINFORCEMENT BARS
PLY PERMANENT I SHALL NOT BE PLACED CLOSER THAN 3" TO ANY
'ED WATER SURFACE EXPOSED EDGE OF CONCRETE. WALLS MAY BE
HOSE ELEV. = 9.00 INVERT = 9.00 CONSTRUCTED WITH 4" X 8" X 16" SOLID CMU'S
3LE OR OR CAST IN PLACE CONCRETE.
NED WIRE 4 Q p // /
NTERVALS —
6' SCH 40 PVC TEE 1� Q Q Q Q Q Q /\\/�\f WANTI-SEEPLLARS TO BE
PLAEN
THREADED PLUG�,STRUCTURESANDED SAY PA ED
YER #57 WASHED STONE i 8" APART
IAMETER INSTALL #5 BARS - 6" 0-C.
TH SAUCER \ DRAWDOWN DEVICE- TO PREVENT DEBRIS FROM
6" SCH 80 PVC A ENTERING OUTFLOW STRUCTURE
LW/ / / I / I, ' T FITTINGS. ATTACH 3'8"
THREADED PLUG +�
/ \ TO RISER
1-1/4* DIA. HOLE � - -
DRILLED THROUGH
w
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z 4 WEIR ELEV. 9.69
6' MIN. 24" I 2- 12" CMP'S
CLEARANCE + + +
L INV. ELEV. 9.
5'8" —J I DRAWDOWN
SECTION A —A
OUTFLOW STRUCTURE -VERSION B
NTS
EX. GRADE (t11.0)
3• r SIOp� PERMANENT POOL ELEVATION = 9.00
6: 1 SLOPE
6' VEGETATED SHELF `3 7
S<Oo_
POND BOTTOM
ELEV. = 3.00
WET BASIN CROSS SECTION
NTS
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