SW7070906_APPROVED PLANS_20071108

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW Zj 2D2&D
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE7llOR
YYYYMMDD

2. LOT COVERAGE: 1
BUILDING = 9,340 SF 12.99% """ "" \ `
CONCRETE: I \ / < m . T
SIDEWALK/DUMPSTER = 1,782 SF 2.48% .... \ \ -
PAVEMENT = 3,092 SF 4.30% \ \ \ / / ASPHALT = 13,470 SF 18.74% I ` `
n
m
OPEN SPACE = 44.210 SF 61.49% \ \ m
TOTAL AREA = 71,894 SF 100.00% \ 20' ELECTRICAL
I \ EASEMENT &
3. TOTAL AREA = 1.65 AC \ �\ I TRANSFORMER 3
DISTURBED AREA FOR SITE DEVELOPMENT = 1.33 AC S \ °
4. PARKING: ®
OFFICE PARKING
OFFICES NOT OTHERWISE CLASSIFIED Xw SO FT OF GFA
6 OFFICES 0 1,050 SF
1 OFFICE 0 1,500 SF
1 OFFICE 0 1,540 SF \ \ 0
TOTAL OFFICE 9,340 SF
REQUIRED PARKING SPACES = 38 SPACES
PARKING SPACES PROVIDED = 40 SPACES
(INCLUDING 2 HC SPACES)
5. SITE IS ZONED: GB -GENERAL BUSINESS
6. SITE IS LOCATED IN FLOODZONE 'AE" ELEVATION 8.6 AS RECORDED
ON FLOOD PANEL # 3720891300 J ON OCTOBER 5, 2004.
7. STRUCTURAL SETBACKS:
FRONT MBL = 20'
REAR/LANDSCAPE = 25'
SIDE = 0'
8. THIS IS NOT A BOUNDARY SURVEY.
BOUNDARY INFORMATION INCLUDES THE SUBJECT PROPERTY IS ALL
OF LOT NUMBER A AND PORTION OF LOT NUMBER 3 AS SHOWN ON
A PLAT TITLED "FINAL RE -SUBDIVISION PLAT, HALSTEAD OFFICE
PARK 11, FOR RICH, RICH & NANCE-, RECORDED IN MAP BOOK 17,
PAGE 30 OF THE PASQUOTANK COUNTY REGISTRY.
9. DUMPSTER PAD SHALL BE SCREENED USING A MATERIAL
THAT MATCHES BUILDING ARCHITECTURE. ENCLOSURE SHALL BE 6'
TALL WITH GATE ACROSS FRONT.
10. LANDSCAPING REQUIREMENTS:
NOTE; ALL PLANTINGS SHALL MEET CITY OF ELIZABETH CITY
UNIFIED DEVELOPMENT ORDINANCE SPECIFICATIONS FOR HEIGHT AND
WIDTH AT PLANTING AND MATURITY.
PARKING LOT: 1 CANOPY TREE FOR EVERY 2,000 SF OF TOTAL
VEHICULAR SURFACE AREA. 1 SHRUB PER 500 SF OF TOTAL FEET
OF VEHICULAR SURFACE AREA.
TOTAL CONCRETE/PAVEMENT AREA: 16,742 SF
CANOPY TREES REQUIRED (16,742/2000) = 9
CANOPY TREES PROVIDED 10
SHRUBS REQUIRED (16,742/500): 34
SHRUBS PROVIDED: 40
PROPERTY LINE BUFFER YARD: 3 CANOPY TREES AND 5
UNDERSTORY TREES PER 100 LINEAR FEET OF BUFFERYARD. 25
SHRUBS PER 100 LINEAR FEET OF BUFFERYARD.
CANOPY TREES REQUIRED: (320 LF/10OX3)=10
CANOPY TREES PROVIDED:10
UNDERSTORY TREES REQUIRED: (320 LF/10OX5)=16
UNDERSTORY TREES PROVIDED: 16
SHRUBS REQUIRED:(320 LF/10OX25) =80
SHRUBS PROVIDED: 80
STREFTSIDE BUFFEYARD:1 SHADE TREE PER EVERY 50 LF OF
BUFFERYARD. SHRUBS PLANTED ON CENTER A MAXIMUM OF 5 FT
APART.
SHADE TREES REQUIRED: 1
SHADE TREES PROVIDED: 1
SHRUBS REQUIRED:(56.49-27/5) =6
SHRUBS PROVIDED: 9
I
I
N/F
\ JAMES T. DAVIS, JR.
AND WIFE
CAROLYN R. DAVIS
\ D.B. 606, PG. 332
IZONED GB
I\ \ APPROXIMATE LOCATION
I\ OF EXISTING DRIVEWAY
I \ \
I `\
I �\
I EXISTING BANK SIGN TO BE
\ RELOCATED TO BANK PROPER
(BY OTHERS)
I \ \
I \ �
I EXISTING FLUME
\ TO BE REPLACED
/ w
k
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
I
APPROXIMATE LOCATION w
OF EXISTING DRIVEWAY
EXISTING 8' WATER MAIN
r
19'—
i
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40
15' BUFFER
Fy
Qy0
= 8.64
IN
OUT =
m
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3
N/F
ADRIENNE D. BUNDY
D.B. 440, PG. 916
LOT NO. 6
MAP BOOK 10, PAGE 7
ZONED R-15
IIµ
8
O 196 LF 8" PW�5
® 0.41.. SLO
a
20' EI
— — — — — _. -- —
EASEL
® TRAN!
12 x 12 DUMPSTER PAD
(SEE NOTE 9)
190 LF 2" SDR 21 WATER MAIN
S 4121
16 LF 8" PVC SDR
IM = 8.53
1V. IN = 3.48
4V. OUT = 3-
x 2 TAPPING
1
APPROXIMATE LOCATION
OF EXISTING DRIVEWAY
iGT
JN��
Dy0
PROPOSED 3/4"
WATER METER (TYP)
9
13 p
❑
52 LF 2" SDR
SEWER SERVICE (TYP)l
O 20
00.
20' — MBL
— — — — — — — _ — _ _ — — _ —
N/F
PASQUOTANK COUNTY
FARM BUREAU
INCORPORATED
D.B. 499. PG. 934
D.B. 472, PG. 121
LOT #1
P.B. 3, SLIDE 27
M.B. 14, PG. 27
ZONED GB
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
DIRBCflGN
GNGRD
Cl
56.49'
49.94'
64'48'47
31.70'
1 S 37'07'00' E
1 53.53'
VICINITY MAP
NTS
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STATE EMPLOYEES'
CREDIT UNION
D.B. 433. PG. 28
ZONED HB
LEGEND
0SCD
PROPOSED SEWER CLEAN OUT
TO
TRANSFORMER BOX
QS
EXISTING SEWER MANHOLE
PROPOSED SEWER MANHOLE
®
PROPOSED WATER METER
EXISTING WATER VALVE
EXISTING ASPHALT
OPROPOSED
ASPHALT
PROPOSED CONCRETE
(16) CREPE MYRTLE
(73) BOXWOOD
(84) PROPOSED NANDINA
_
(21) PROPOSED SOUTHERN RED OAK
— —
TOP OF BANK
— -
EXISTING DITCH
-
PROPOSED DITCH
— — — — — — — —
BUILDING SETBACK
EDGE OF WOODS
-- -- ----
PROPERTY LINE TO BE VACATED
CITY LIMITS
— -
PERMANENT POOL
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EX. INV 6,6/
N/F
2 INVEST, LLC
D.B. 875, PG. 287
M.B. 39, PG. 11
... ... FORMERLY 1PROPOSED INV.- 4.33
RHONDA M. FEARING
D.B. 797, PG. 329
Z
. ZONED R-10
........... - I - .... ....... 1. - 440, PG. 916 �O
-- --------- 1�
.... . ... ...................... 60 LOT NO. 6
N/F ..... MAP BOOK 10, PAGE 7 VICINITY MAP
ROBERT W. LUTHER, JR. ....... .... *..,.*..*.*.*.'.'.'.�'.'.*.*.,.-.*. I I
D.B. 515, PG. 875 ....... ZONED R -15 ZONED GB
............ ........ N TS
........ ....... PROPOSED
............ ......... ..
........... ...........
........ ...... V 5A2 9.00
...... .................. ...... .........
......... ........ CE K I N �VE, 0 7j
...... ..............
........... . . .... .......
...........
...... ..... N .......
..............
.......................... .......
...............
.. . .... 9.20
... ..... .. ................ - . . �1. _ 6 LF 18 PIPE
.. ..... ... .... IN 70
........... ...... EXISTING ..... . ... 4V 4.61 INV.= 4�52
.................
'PROPOSED IN 4.56
... .........
.......... ....... PON.D.-­ ............
.......... ..............
....... ................. ....
240'38 W ..............
. . ............. ..
114� a
............. ...... ... ... ....... .................... - - 1 9.2
........... ..... ...... ........
............ ........ ......
.......... ..........
...........
.......... .. ... �,N .... . ......... .......... 10
............. ....................
........... . . .. ..... .. ......... ..... CISCO
............... ........ ­ ............. ­­ ...........
........ .........
............ D
............. ...... .......
...... V. = 4.7
3150 TC
..... ...... . .......... ..........
. ........ . ...........
9.20
........OW WEIR 3 'SF 9,2)
...... ....... ............. ....... DI 11
4 9.00 9.20
........... ..... . ........ TEMPO ARY RIM 8.60;
INV. 5.31
" PIPE
....... 8.90 94
­... � ... 5 INV IN 4.85
........ STORAGE 5.83 LF 18
........ ...
....... 470
.............
�,�
......... 9.65 TC 8.90
...�DETNTION CNO
... . PPE ......... ........... ­_ POND BULKHEAD 900 TOP ELEV. = 7.0
8.80
. ...... .. . . 7 9.15 INSTALL SILT
POND FENCE ALONG
......
9.3 1 4 9.65 TC .40 PROPERTY LINE
.2 9.50 TIC N/F
.40 TC STATE EMPLOYEES'
9 CREDIT UNION
D.B. 433. PC. 28
9.15 TC DI #2 9.00--., ZONED HB
ls-TC RIM = 8.
- - \�, L3. INV. 5.17 930 9.y
z 9.35 TC
.65 TC
.ts.80 TC
8.0 / 2 OF 835 1 9.50 TC 9.00-
- - - - - - - - - - zINV 4.85
INV. IN 5.55 cl #3 8.65 TC
TC = 8.25 8.80 DRANAGE AREA 1
INV. 5.08.85 TC
2 8.45 TC 8.25 TC
1
INV. IN = 5.02 - 8.50 TC
INV. OUT 5.00
8
HP 7.50
7 EX. INv787
N/F 8.30 TIC 6 [E�X� FN,-5
JAMES T. DAVIS, JR.
AND WIFE INSTALL SILT
CAROLYN R. DAVIS FENCE ALONGALL BUILDINGS SHALL BE EQUIPPED NTH A
ZONED GB TOB
D.B. 606, PG. 332 OF DOWNSPOUT COLLECTION SYSTEM THAT WILL
EXISTING D11 DIRECT ALL RUNOFF FROM THE BUILDINGS TOI
THE DRAINAGE SYSTEM THAT DRAINS THE
41� DETENTION POND.
LEGEND
FILL DITCH TO
8.15 TC CHECK DAM
6.35 PROP LINE !Z
.7.55'
w INLET PROTECTION
2-
[�TE TEMPORARY GRAVEL EXISTING WATER VALVE
CONSTRUCTION
ENTRANCE 1
NpSoTR -ynON mi
�T Cl #4 EXISTING HYDRANT
z TIC 7.20
SITE DATA INV. = 5.14
6. 5' BUFFER
1. OWNER/DEVELOPER: 7.80 TC SPILL CURB
EARTH SHAKERS, LLC. i7.40 TC
1252 FLORIDA ROAD 7.60 TIC PROPOSED ASPHALT
ELIZABETH CITY NC. 27909
CONTACT PERSON: I 7360-TC__
DAVID PARKS 7.45 TC 6.60 EXISTING ASPHALT
[phone] S- PROPOSED CONCRETE
TAX NMAAP�BLOCK�TLOT P90-52 & P90-53
107 N t 6.70 FL
EXISTING FLUME 'MATCH EXII C 7.40 PROPOSED RIP -RAP
2� LOT COVERAGE: TO BE REPLACED N/F
BUILDING = 9,340 SF 12.99%
CONCRETE: ELEV TBM TOP NUT FIRE HYDRANTI PASQUOTANK COUNTY
10.49 FARM BUREAU /-8.90 TIC PROPOSED GRADES
SIDEWALK/DUMPSTER 1,782 SF 2.48% INCORPORATED
PAVEMENT 3,092 SF 4.30% D.B. 499, PG. 934 EXISTING DITCH
ASPHALT 13,470 SF 18.747 0000mftl*% EXISTING D.B. 472, PG. 121
OPEN SPACE 44�210 SF 61,49% TING DRIVEWAY APRON TO BE USED LOT #1
TOTAL AREA 71,894 SF 100.00% GRADE TO MAINTAIN POSITIVE CURB FLOW
P.B. 3, SLIDE 27 PROPOSED DITCH
3. TOTAL AREA = 1.65 AC M.B. 14, PG. 27 TOP OF BANK
DISTURBED AREA FOR SITE DEVELOPMENT = 1.35 AC ZONED Do EXISTING CONTOURS
4. SITE IS ZONED: GB -GENERAL BUSINESS -6- PROPOSED CONTOURS
5. SITE IS LOCATED IN FLOODZONE "AE" ELEVATION 116 AS RECORDED C3 - - - - - - - - BUILDING SETBACK
ON FLOOD PANEL # 3720891300 J ON OCTOBER 5, 2004.
6. STRUCTURAL SETBACKS: II
k_k_A_kl� EDGE OF WOODS
FRONT MBL = 20'
REAR/LANDSCAPE = 25' GRAPHIC SCALE
SIDE = 0' O
LIMITS OF DISTURBANCE
20 0 10 20 40 CURVE TABLE
7. THIS IS NOT A BOUNDARY SURVEY. CURVE I LtNOTH RADIUS DELTA I TANOIENT I DIRECTION I CHORD CITY LIMITS
BOUNDARY INFORMATION INCLUDES THE SUBJECT PROPERTY IS ALL I Cl 56.49' 49.94' 6448'47" 1 31.70' 1 S 37W'00" E 1 53.53' I PERMANENT POOL
OF LOT NUMBER 4 AND PORTION OF LOT NUMBER 3 AS SHOWN ON
A PLAT TITLED "FINAL RE -SUBDIVISION PLAT, HALSTEAD OFFICE
PARK 11, FOR RICH, RICH & NANCE", RECORDED IN MAP BOOK 17, IN FM DRAINAGE AREA 1
PAGE 30 OF THE PASQUOTANK COUNTY REGISTRY. I inch = 20 fL SILT FENCE
8. ELEVATIONS TIED TO NAVD 88, MONUMENT PASSPORT (ELEV. = 7.21)
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6
STANDARD HANDICAPPED PARKING SIGN (TYPICAL)
TO BE INSTALLED AT REQUIRED HEIGHT AND
DEPRESSED SIDEWALK / DIMENSIONAL RELATIONSHIP TO PARKING STALL.
LEVEL WITH PARKING Y
HANDICAPPED PARKING STALL (TYP.)
___—EDGE OF SIDEWALK
AS DIM'D. SITE ON
PLAN J-PARKING STALL PAVEMENT MARKINGS (TYP.)
STANDARD HANDICAPPED SYMBOL (TYP.)
—8.0 FT. WHEELCHAIR ACCESS AISLE
PLAN VIEW OF PARKING STALL(S)
VAN
ACCESSIBLE
RESERVED
PARKING
l6d
AN ACCESSIBLE
TOTTOM EDGE OF SIGN
fAXI M U M
ENALTY
$250
60" OUTSIDE OF PEDESTRIAN AREAS
I84" WITHIN PEDESTRIAN AREAS
I RADE
A. STANDARD HANDICAPPED PARKING SIGN
(W/ STANDARD HANDICAPPED SYMBOL)
HANDIC&RELATED DET�►IWALKWAY
NTS
6' g"
2' #5 RE -BAR 5"
CHAMFERED EDGES
2" TYPE SF 9.5A
ASPHALT
- - - - _ .. - _ _ - - .. - _ 6" ABC STONE
PRECAST PARKING BLOCK
NTS
6"
1/2" RADIUS
6_"777777777\777/�
6x6xlO/la WWF
COMPACTED SUBGRADE
6" THICK CONCRETE SLAB
DUMPSTER PAD DETAIL
NTS
PRUNE CODOMINANT LEADERS
PRUNE BROKEN, RUBBING
OR CROSSING BRANCHES
#10 WIRE THRU
RUBBER HOSE
REMOVE TAGS AND LABELS.
CUT AWAY ALL BALLING ROPES
REMOVE TOP OF WIRE BASKET
UNAMENDED BACKFlLL SOIL
PARTIALLY BACKFlLL, WATER TO
SETTLE SOIL, FINISH BACKFILUNG
WDEN AND SCORE HOLE WALL
REMOVE CONTAINER AND CUT CIRCLING
ROOTS IF CONTAINER -GROWN, OR AS MUCH
BURLAP AS POSSIBLE IF FIELD -GROWN
DO NOT PRUNE TERMINAL
LEADER OR BRANCH TIPS
PRUNE NARROW CROTCH
ANGLES & WATER SPOU15
2" X 2" STAKE INSERTED
12" - 15" INTO SOLID SOIL.
DO NOT STAKE OR WRAP
TRUNK UNLESS NECESSARY.
PRUNE SUCKERS
2"- 3" MULCH KEPT
AWAY FROM TRUNK
�-SOIL WELL TO CONTAIN WATER
-- AREA FOR WATER DRAINAGE
(PIPE OR TILE COULD BE
INSTALLED)
LEAVE SOLID SOIL PEDESTAL -
DO NOT DIG DEEPER THAN
BALL DEPTH.
TREE PLANTING DETAIL
NTS
18" DIA. 6" THICK
2ETE "DONUT'
BUFFALO PATTERN
TWO PIECE SLIDING TYPE
ADJUSTABLE VALVE BOX
(5-1/4" SHAFT)
VALVE BOX
NTS
6" O.D. X 6' STEEL BOLLARD
W/ GALV. FINISH
GROUT FULL W j 3000 PSI CONCRETE
AND FINISH W CROWN AT TOP.
SURFACE MATERIAL �3" RISE
ADE
6 1/2" I.D. x 3'-3" SCH 40
STEEL SLEEVE SE IN 3 C.Y.
OF 3000 PSI CONCRETE,
SLOPE TOP AS SHOWN.
COMPACTED
EARTH
PIPE BOLLARD DETAIL
PLAN 90'
p
1
xx
3" MIS
OH
3 MIP
T
�T�
SECTION 90' & TEE
NOTES:
1. TAP SHALL BE PERFORMED IN THE PRESENCE OF
REPRESENTATIVE OF THE WATER SYSTEM AND THE
ENGINEER.
2. TAPPING SLEEVE AIR TEST SHALL BE PERFORMED AT
100 PSI FOR 15 MINUTES.
BLOCK PER THRUST BLOCKING
DETAIL BEFORE PERFORMING TAP.
J x
WHEN ALLOWED BY THE LOCAL
1 Am
GOVERNING MUNICIPALITY, GRIP
RINGS MAY BE USED IN PLACE OF
BLOCKING IN SOME LOCATIONS.
USE OF GRIP RINGS SHALL BE PLAN TEE
PRIOR APPROVED BY ENGINEER.
CONCRETE THRUST BLOCK SCHEDULE
PIPE
SIZE FITTING L H T
2"-4"
TEE
2.0
1.5
2.0
2"-4"
90' BEND
2.0
1.5
2.0
2'-4"
45' BEND
2.0
1.0
1.5
2'-4"
22 1/2' BEND
2.0
1.0
1.5
6"-8"
TEE
3.0
2.5
2.0
90' BEND
4.5
2.5
2.0
45' BEND
3.0
2.0
1.5
22 1/2' BEND
3.0
2.0
1.5
THRUST BLOCK DETAIL
NTS
TAPPING DETAIL
NTS
FINISHED
#57 STONE BEDDING —
STONE TO BE THOROUGHLY
COMPACTED UNDER AND
BESIDE PIPE
EXISTING GROUND
TAPPING VALVE
OUTSIDE DIAM.
OF PIPE
6" 6'
x x
z x
:;
J
x x
x
J
PLAN PLUG
12"D x 18"L x 12"H METER BOX (HOPE
METER - OR CAST IRON BOX. COVER SHALL BE
BIYSTAL D CAST IRON. NO READER LID ALLOWED.)
/LOCK WING
i /i/ ANGLE VALVE
AS, APF
SERVICE LINE
BY OWNER
a
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w
TAPPING SADDLE
BRASS ADAPTER
FOR COMPRESSION 7
CONNECTION
METER SETTER / TYPE K COPPER OR HOPE SDR 9
BRASS ADAPTER "ENDOPUR" TUBING SERVICE LINE
COMPRESSION CONNECTION CORPORATION STOP
3/4" OR 1" x 18" BRASS NIPPLE
WATER MAIN
3/4" TO 1" WATER SERVICE CONNECTION DETAIL
NOTE: SEWER CLEANOUT RIM ELEV.
TO MATCH TOP OF CURB 4" THREADED
PLUG
4" THREADED
FITTING
CO
AN
CLEANOUT DETAIL
NTS
22 1 /2'
PVC TAPPING SADDLE
INSTALL IN ACCORDANCE
WITH MANUFACTURER'S
RECOMMENDATIONS.
MIN. 6" #57 STONE
E SIDES AS NECESSARY
CONSTRUCTION
1/2 OUTSIDE
DIAM. OF PIPE
NTS
TYPICAL SANITARY SEWER MAIN TRENCH
NTS
PAVEMENT
LNG
/l
NIS
SEWER CLEANOUT - SEE
CURB & GUTTER � 5' -
36" MIN.
COMBINATION V
AND 1/8 BEND
TIE DIRECTLY TO
1 /2BEND EXISTING LATERAL
4" SCH 40 PVC DWV SEWER SERVICE PIPE
AT 1% MIN. GRADE. (ASTM D-2665, D-1785)
NOTE: SEWER SERVICE TRENCH
SHALL BE COMPACTED TO
95% STANDARD PROCTOR.
PVC SANITARY SEWER SERVICE
NTS
IECK
;EE SPECS.
iAL
AN
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7 D BASE.
0. 67 STONE
........ .....", ,,, MIN.
TYPICAL PRECAST CONCRETE
SANITARY SEWER MANHOLE DETAIL
NTS
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EROSION CONTROL MEASURES
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,
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
TOP OF BERM ELEV. = t7.00
�/ 10 YR=5.65
INLET ELEV. = 5.00
WEIR INLET ELEV. = 5.83
PERMANENT WATER SURFACE CLASS B STONE -
ELEV. +' 5.00
6" SCH 40 PVC PIPE,
FEMALE ADAPTER & °D
THREADED PLUG
if
6" SCH 40 PVC TEE iu:
THREADED PLUG 1
7/8" DIA. HOLE
DRILLED THROUGH
GRADE
i
6" SCH 40 PVC
(LENGTH AS REQUIRED)
20"X20"X3" THICK
CONCRETE PAD
OUTFLOW STRUCTURE
NTS
RAP PAD
ELEV. = 5.20
20'
MARSH
PERMANENT
WATER SURFACE
ELEV. = 5.00
3'
L 88- J
I I
I I
I I
I I
DITCH BOTTOM
-4l�"
12" RIP RAP
DRAWDOWN DEVICE-
SCH 40 PVC PIPE
& FITTINGS
CROSS SECTION
EX. GRADE
H WEIR ACROSS
OF FOREBAY AREA
Z
f
ELEV. = 2.00 <
FOREBAY AREA CROSS SECTION
NTS
\v.\v_.\l
BOTTOM ELEV. = 1.00
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.
UMESTONE, 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.
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 WALL ALLOW SOME SUNLIGHT TO PENETRATE AND AIR TO CIRCULATE BUT
ALSO PARTIALLY SHADE THE GROUND, REDUCE EROSION AND CONSERVE SOIL MOISTURE.
L&II1112IM1140
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.
PRIME WITH CLEAN METAL
PRIME & PAINT WITH 2 PART
BLACK EPDXY (TYP)
2.5'
8"
12" THICK LAYER
CLASS B STONE
PLANTING NOTES
1. VEGETATED SHELF SHALL BE PLANTED
WITH PLANTS SELECTED FROM THE TABLE
PROVIDED. 2 OR 3 PLANTS SHALL BE CHOSEN
FROM THE TABLE.
2. PLANT MATERIAL MAY BE AVAILABLE FROM
LOCAL WETLAND AREAS AND DITCHES. THE
CONTRACTOR SHALL VERIFY WITH THE LOCAL
OFFICE OF COASTAL AREA MANAGEMENT
WHETHER OR NOT A PERMIT IS REQUIRED TO
TAKE PLANTS FROM THESE AREAS.
3. APPROPRIATE TRANSPLANTING OR
PLANTING METHODS SHALL BE DETERMINED
ACCORDING TO PLANTS CHOSEN. (PRIOR TO
DIGGING, THE TOPS OF THE PLANTS SHOULD BE
CUT OFF TO A HEIGHT OF 4-6 INCHES. CUT OR
DIG PLUGS APPROX. 4 INCHES SQUARE MAKING
SURE TO GET FULL ROOT DEPTH. THIS PROCESS
SHOULD IMPROVE THE SURVIVAL RATE OF MOST
OF THE PLANTS.)
EX.
10' VEGETATED SHELF
INSET A (TYP)
NTS
1/2" 0 ROUND
BARS 3" O.C.
1/4" X 6" FLAT PLAT
2' 2.5'
SEE INSET A
8"
FRONT VIEW
EX. GRADE
COMMON NAME
SCIENTIFIC NAME
PICKEREL WEED
PONTEDERIA CORDATA
BLUE FLAG
IRIS VIRGINICA
ARROWHEAD DUCK POTATO
SAGGITARIA LATIFAUA
PERMANENT POOL ELEVATION = 5.00
WET BASIN CROSS SECTION
NTS
10' VEGETATED
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 DETENT
ION POND.
4. INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROTECTION.
5. INSTALL THE STONE BASE AND ASPHALT FOR THE PROPOSED PARKING.
6. PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES
WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF
GRADING; AND, A PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SNORTER)
FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT
7. REMOVE SEDIMENT FROM DETENTION POND AND RESTORE TO DESIGN DEPTHS.
8. MONITOR AND MAINTAIN THE INSTALLED EROSION CONTROL MEASURES
AND REPAIR AS NECESSARY.
9. ONCE VEGETATION IS ESTABLISHED, REMOVE THE CONTROL DEVICES.
CONSTRUCTION SEQUENCING
rwA91
ELEV. = 1.00
10' VEGETATED SHELF
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 NTH STONE HALL BE NECESSARY.
E. ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY.
5 '
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
�V
NTS
DETENTION POND DIMENSIONS
SCALE: 1" = 20'
MAX. HEIGHT
18"
LENGTH AS NECESSARY
TO INSURE STABLE INSTALLATION
\\ \\
FILTER
BACKFILL MINIMUM
8" GRAVEL OR 14"
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" WADE 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.
8"
"V" TRENCH -�
UNDISTURBED SOIL
SILT FENCE DETAIL
NTS
X 4"
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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
J� VIRGINIA, INC. OR EQUAL, HEAVY DUTY CASTING,
RIM ELEV. / FRAME = 180 LBS. MIN., GRATE = 270 LBS. MIN.
(SEE PLANS
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.
AS REQUIRED
SEE PLANS FOR
INVERT & RIM
ELEVATIONS INSIDE DIMENSIONS:
4
SHALL BE EQUAL TO THE
LARGEST CULVERT DIAM.
tW/
" SEWER BRICK MASONRY(SOLID)
ET MASONRY WALL FLUSH
BELL END OF CULVERT
6"
3"R
3"R d
12" �- d
30"
IN.
DROP INLET
1.169
SEE PLANS FOR
CULVERT TYPE &
) PSI CONCRETE FOOTING'
6X6x10/10 WWM
IMPACT SUBGRADE TO 95% OF ASTM D 698
CURB & GUTTER DETAIL PER NCDOT
ROADWAY STANDARD DRAWING # 846.01
d _
�I 6' ABC STONE
CURB & GUTTER DETAIL
NTS
SECTION
IVr GLLV. = /.VV
TWO LAYERS
ix8'S STAGGERED -
PERMANENT WATER SURFACE
ELEV. = 5.00
6"x6"x6' TREATED POSTS (6' O.C.)
WHALER
2" TYPE SF 9.5A
ASPAHLT MIX
G
TWO LAYERS
ix8'S STAGGERED
BULKHEAD DETAIL
NTS
4"
2" RAD.
2" TYPE SF 9.5 A ASPHALT
18"
Q O Q O Q O Q O 6" ABC STONE BASE
s"
CURB DETAIL
NTS
SECTION
TOP
TOP O'�TCH BANK
80TTOM 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
4" THICK 5' WIDE 2500 PSI CONCRETE SIDEWALK
1" R
SLOPE 1/4" PER FOOT
e 6
2" TYPE SF 9.5A
c _ ASPHALT MIX
� o 0 0
0 0 O 6" ABC STONE BASE � � ►I I I� � �I I I� � �I I I� � ►I I I� � �I I I�' ... 0
COMPACTED
CONCRETE SIDEWALK DETAIL
NTS
CONSTRUCTION SPECIFICATIONS:
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED AT
LEAST 2 INCHES BELOW THE CREST OF THE STORM
DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. IF
NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT ROWS
NY PLACING 2 X 4 WOOD STUDS THROUGH BLOCK
OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
MARE MESH WITH 1/2-INCH OPENINGS OVER ALL BLOCK
OPENINGS TO HOLD GRAVEL IN PLACE.
3. USE CLEAN GRAVEL, 3/4- TO 1/2-INCH IN
DIAMETER, PLACED 2 INCHES BELOW THE TOP OF THE
BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO
AN EVEN GRADE. DOT #57 WASHED STONE IS
RECOMMENDED.
GRAVEL FILTER - DOT
#57 WASHED STONE
CONCRETE BLOCK
PLAN VIEW
r HARDWARE CLOTH
j 2" DEWATERING
TEMPORARY SEDIMENT POOL r
WITH GRATE
SECTION VIEW
BLOCK AND GRAVEL DROP INLET PROTECTION
NTS
Q
RIM ELEV.-
(SEE PLANS)
IN.
CURB INLET
NTS
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 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)
iET MASONRY WALL FLUSH
N/ BELL END OF CULVERT
SEE PLANS FOR
CULVERT TYPE &
3000 PSI CONCRETE FOOTING
W/ 6x6x10/10 WWM
-COMPACT SUBGRADE TO
95% OF ASTM D 698
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