SW8051142_APPROVED PLANS_20060801

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWgnla��
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
AD(p��I I
YYYYMMDD

2" TYPE I-2
BITUMIN❑US CONCRETE:
°°o
S' ABC STONE rW_ __ �t og°; °oo� °� °o O°o°°°O° 000 o°Q o 8�0
4' LIFTS COMPACTED TO �o 00� °o ° ° �° u°°�°O p Q a °o 0
100% AASH❑ - — —_ — — —
SUBGRADE - -I I —III -III —I i —. I I —I I I—ICOMPA
TO 1007
AASH❑CT❑D6' DEPTH
I —III=
ASPHALT PAVEMENT SECTION
NOT TO SCALE
CONTROL JOINT (3/4" DEEP W/
1 /4" PAD) 0 6' O.C.
LIGHT BROOMING
1 /2" EXP, JT. FILLER ® 48' O.C.
o 4' 3000 PSI CONC.
n �
COMPACTED SUBGRADE
NOTES ALL EDGES TO BE EDGED W/ 1 /4" PAD
CONCRETE WALK SECTION
NOT TO SCALE
INSTALL TREE PROTECTION FENCE
AT CLEARING UMITSWHICH
END
TYPICALLY ARE END OF CUT/FfLL
SECTION
CUT/FILL AREA
STREET ROW
� I
STEEL OR W�DD FENCE POSTS
ORANGE TE NSAR GEOGRID PLA
STIC
FABIC OR APPROVED EODUAL NTHEND 4F CUT/FILL SECTION TO
SIGNS 0 50' O/C MIN. READING "TREE MATCH NATURAL GRADE AT
PROTECTION AREA, DO NOT ENTER" R/W TO THE STREET GRADE
AS CONSTRUCTED
ELEVATION
TREEPROTECTION
NOT TO SO LE
SWALE 'A'
SEE RAINAGE SWALE DETAIL
- 10' DRAIANGE EASEMENT
{1 BERMS
HEADER
6 Q,R.
Z
iian
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TREE PR❑TZCTI❑N
Ada
C❑NC: PAD
EQUIPMENT_
ST❑ GE BUILDING
TIE PR❑TECrI❑N
3/4" Radius
io
I�— 3/4" Radius
SECTION OX
NOT TO SCALE
3000 P.S,I. Conc,
ASPHALT PAVEMENT
° ABC STONE
Stabilized Subgrade
HEADER CURB DETAIL
NOT TO SCALE
a
r
MULCH 3' FROM TRUNK
MULCH 3' DEPTH
2"X2'X4' CROSS MEMBER TILLED AND LOOSENED
NATIVE S❑IL BAC KFILL RTILIZER TABLETS
AS SPECIFIED. PLACE
UNIF❑RMLY AROUND
ROOT MASS BETWEEN _- ___Ad
i
MIDDLE AND BOTTOM
R❑❑TBALL I^,I ,1 d I ❑F ROOT MASS.
i �
TILLED AND UNDISTURBED S❑IL
LOOSENED NATIVE
SOIL BACKFILL I' 2-2'X4' STAKE W/
LONG TAPER MIN. 18'
2"XZ'X4' STAKE T❑ 5 TIMES THE WIDT INTO UNDISTURBED
OOTBALLi S❑IL
PLANTING DETAIL
INOT TO SCALE
N /F
GEORGE E. SAUNDERS, III
Deed Book 3529, Page 243
Plat Book 42, Page 294
Z wre O,+erhsad Utllity,Lie 1 Q,R
1 0.R.
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30 y. 0
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25 24"P R 25
0+00 1 +00
DRIVEWAY LONGITUDINAL SECTION "'B"
H❑RZ 1' = 50' / VERT 1' = 5'
WHEE
9'
PARKING STALL
PRUNE PROPORTIONALLY TO
o COMPENSATE FOR REDUTI❑N
OF ROOTS AND TO PROMOTE
NATURAL GROWTH
REMOVE BURLAP FROM TOP
1/3 OF ROOT BALL
T❑PS❑IL MIXTURE W/ 1/3
III COMPOSTED
BI❑RETENTI❑N AREA
BOTTOM AREA = 4798SF
BOTTOM ELEV. = 29.0
13 4'
SEE SHEET L1
FOR BI❑-RETENTI❑N
PLANTING REQUIREMENTS
EDGE OF PAVEMENT
H.C. PARKING SIGN
WHEEL STOP
CU
rE STRIPES
9' 9'
HANDICAPPED
PARKING
PARKING DETAIL Ny
NOT TO SCALE
e
LI
WHEEL STOP DETAIL
NOT TO SCALE
NOTES,
1, ALL WOOD SHALL BE SPRUCE OR PINE-N❑T PRESSURE
TREATED.
2, CROSS TIES SHALL NOT CROSS OVER WOODY ROOTS,
3, REMOVE ALL STRING &/❑R WIRE WRAPPED AROUND
TRUNK.
4, REMOVE ALL STRAPS, ROPES, WIRE, &/OR STRINGS
USED TO LIFT THE R❑❑TBALL,
5, RE
M❑VE ALL BURLAP &/❑R WIRE FROM THE TOP OF
THE ROOT BALL. 6. TOP OF R❑❑TBALL TO BE SET 2'
BELOW FINISH SURROUNDING FINISH GRADE.
It I
BERM
10'x70' SIGHT. -
TRIAN61-t
171
44?�
4a 4, m
• • 233.84'---an
4 - ----
0
C
eo 00F02
S
0 DRAINAGE EASEMENT
C, 0
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30' 0 30' 6 0'
SCALE: 1'=30' (Horiz,)
BLUE ON H.C.
STALL SIDE
WHITE
WHITE
BLUE ON H.C.
STALL SIDE
TOP OF PAV'T
BAR (2 REQ'D.)
L
SITE DATA
ADDRESS: 212 FUTCH CREEK ROAD
WILMINGTON, NC 28405
AREA = 2.01 ACRES
ZONING = R15 (RESIDENTAIL DISTRICT)
PRINCIPAL USAGE = CHURCH
TOTAL BUILDING AREA = 5,288 SF
BUILDING SET BACK REQUIREMENTS
FRONT YARD 25'
REAR YARD .......... 20'
SIDE YARD ........... 20'
OFF STREET PARKING REQUIREMENTS
MIN. SPACE SIZE = 8.5' WIDE x 18' LONG
NUMBER OF SPACES REQUIRED
1 SPACE PER 4 SEATS
(212 SEATS / 4) = 53 SPACES
SPACES PROVIDED: 51-9'xl8' SPACES
+ 2 _ HANDICAPPED SPACES
53 TOTAL SPACES
COVERAGE
BUILDING ROOF LINE ........ 6,627 SF
CONC. WALK ...................... 1,095 SF
SHED ..................................... 308 SF
ASPHALT AND CURB ...... 25,726 SF
TOTAL ............................ 33,756 SF = 38.56%
INTERIOR LANDSCAPE AREA
PROVIDED 2,026 SF = 7.9% OF ASPHALT AREA
REQUIRED STREET YARD = 10'
REQUIRED LANDSCAPE BUFFER = 20'
REQUIRED FOUNDATION PLANTINGS
12% OF 300' = 36 SF
PROVIDED FOUNDATION PLANTINGS = 504 SF
REQUIRED TREES = 15 PER ACRE = 20.25
PROVIDED TREES = 31
PRODERTY OWNER'S CERTIFICATION
hereby certify that I am the current owner of the property and tl-
upon receipt of "Authorization -To Construct" any clearing, gradinj,
constriction or deveioament will be preformed in accordance with th s
plan and that the applicable ardinances end rules of New-ionove-
Counly, the State of North Carolina and the =ederal Covernmen: inc
its agencies which are hereby mode part of this plan. As the wvreu,
accept ful' responsibilities for the co^struction end operdtibn and
maintenance of the proposed facifl.ies. I will not attempt to transfer
of Ws responsibility without the written cuthorizatlor, n` Now Hcnaver
County:
S:gniture:_-_ _-_----____-
P,Inted Name & Title: Gerold 5_ Evans, -�resfdfng Overseer
Date:
DESIGNER'S PLAN CERTIFICATION
"I hereby certify that this D an has been prepared in accordance Wt-
the latest New HortvAr my Ordinances and Stormwater Ces'yn
M cnual" 11
1
S'gniture: __
P-inted Na e I e: Bradt Sedgwick, PE, President
Dote: �.:�1Z Gyj
Registration NLrnber: NO 026378
LEGEND
SWALE •
TREE PROTECTION FENCE
2" CALIPER TREE'
ASPHALT PAVEMENT
A CONC. PAVEMENT a a '4
e° a.
-0a
TRAFFIC ARROW
LOCATION MAP
GENERAL NOTES
1, THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH
EXISTING CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
2. EXISTING SURVEYING PERFORMED BY GEOINNOVATION AND SUPPLIED BY THE
OWNER.
3. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION
AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH APPROPRIATE
PERSONNEL.
4, ALL WORK SHALL BE GOVERNED BY THE LATEST EDITIONS OF THE STATE
MECHANfiCAL, PLUMBING, ELECTRICAL, ARE PROTECTION, BUILDING CODE,
ENERGY CONSERVATION, HANDICAP ACCESSIBILITY, NATIONAL ELECTRICAL CODES
AND NATIONAL FIRE PROTECTION ASSOCIATED CODES AND AS ADOPTED
BY THE AUTHORITIES HAVING JURISDICTION.
5. OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION (OSHA) STANDARDS
FOR EXCAVATIONS; FINAL RULE 29CFR PART 1926, SUBPART "P" APPLIES TO
ALL EXCAVATIONS EXCEEDING 5 FEET IN DEPTH.
6, EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED
PRIOR APPROVAL HAS
PROVIDED P VAL BEEN OBTAIN FROM THE OWNER IN WRITING
5 EE OBTAINED
PRIOR TO ORDERING OR INSTALLATION. THE CONSTRUCTION SHALL WAIVE ANY
CLAIM FOR ADDITIONAL COST RELATED TO THE SUBSTITUTION OF ALTERNATE
EQUIPMENT.
7. CONTRACTOR SHALL NOTIFY NORTH CAROLINA "ONE CALL" AT
800-632-4949 AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OR
EXCAVATION TO HAVE UTILITIES LOCATED. CONTRACTOR SHALL CONTACT ANY
LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENTLY.
8. 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.
PAVING NOTES
1. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT
STANDARDS INCLUDING WORKMANSHIP, MATERIALS AND EQUIPMENT.
APPROPRIATE BARRICADES, SIGNS, LIGHTS OR OTHER TRAFFIC CONTROL
DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT TO MAINTAIN
SAFETY AND TWO WAY TRAFFIC.
2. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT
SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY
MIXED, QUICK DRYING, NON -BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED
AT OWNER'S OPTION FOR NIGHT REFLECTING.
3. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 3000 PSI ® 28 DAYS -- AIR ENTRAINED.
UTILITY NOTES
1. UTILITY INFORMATION SHOWN HEREON WAS OBTAINED FROM THE BEST
AVAILABLE SOURCE AND MAY OR MAY NOT BE EITHER ACCURATE OR
COMPLETE, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXACT
LOCATIONS OF EXISTING UTILITIES AND IS RESPONSIBLE FOR ANY DAMAGE TO
ANY UTILITIES, EITHER PUBLIC OR PRIVATE, SHOWN HEREON OR NOT SHOWN
HEREON. ANY REPAIRS SHALL BE DONE TO THE SATISFACTION OF THE
APPROPRIATE UTILITY COMPANY.
2. THE GENERAL CONTRACTOR SHALL CONFIRM ALL NEW UTILITY TAP
LOCATIONS WITH THE UTILITY OWNERS. ALL FEES SHALL BE THE
RESPONSIBILITY OF DEVELOPER.
3. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE
ACTUAL LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES
IN THE FIELD PRIOR TO GROUND BREAKING.
4- THE MINIMUM SLOPE FOR SANITARY SEWER LINES SHALL BE AS FOLLOWS: 1)
"/FT FOR 4" LINES AND 2) 1/8"/FT FOR 6" LINES. CLEAN OUTS SHALL BE
PLACED AT 75' INTERVALS.
5. SANITARY SEWER SERVICES SHALL BE PVC SCH 40 AND HAVE A FINAL
COVER DEPTH 4'-0" UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS.
6, SEPTIC TANK AND DRAINFIELD INSTALLATION IS TO BE COORDINATED AND IN
ACCORDANCE WITH THE REQUIREMENTS OF NEW HANOVER COUNTY HEALTH
DEPARTMENT.
7. WATER SERVICE SHALL BE TYPE "K" COPPER FROM THE MAIN THROUGH THE
METER, THEN CHANGE TO PVC SCH 40 TO THE BUILDING. TYPE "K" COPPER
TUBING SHALL HAVE SILVER SOLDER JOINTS. SOLDERS CONTAINING LEAD SHALL
NOT BE USED FOR ANY PURPOSE ON THIS PROJECT. WHERE PIPING IS
REQUIRED TO RUN BELOW BUILDING SLAB, IT SHALL BE INSTALLED WITHOUT
JOINTS BELOW SLAB, ALL WATER LINES SHALL HAVE A FINAL COVER DEPTH OF
Y-O" UNLESS SPECIFICALLY NOTED OTHERWISE,
8. ELEC., TELEPHONE AND CABLE TV SERVICE ROUTING IS NOT PART OF THIS
PLAN.
9. SITE UTILITY CONTRACTOR TO PROVIDE WATER, AND SANITARY SEWER, TO
WITHIN 5 FEET OF THE BUILDING. CONTRACTOR SHALL COORDINATE SITE PLAN
CONNECTIONS WITH THE ARCHITECTURAL BUILDING PLANS TO VERIFY LOCATIONS
AND INVERTS PRIOR TO BEGINNING PIPE INSTALLATION:
10. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH NEW HANOVER
COUNTY PUBLIC UTILITIES REGULATIONS AND STANDARDS.
11. LATERAL SEPARATION OF SEWER AND WATER MAINS SHALL BE AT
LEAST 10 FEET, WATER MAINS CROSSING OVER A SEWER SHALL HAVE AT
LEAST 18" SEPARATION. WATER MAIN CROSSING UNDER A SEWER MAIN, BOTH
THE WATER MAIN AND SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS
MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A
DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING:
SRO DECEIVED
MANAGEMENT COMMISSION FEB 13 2006
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JOB NO,
012-003
3, 7 51
3 I
,5

[. i. I . ll . .'.Y17L S'.- --"'-' --` �__:.i'..._ ..-. ,'r 7: S' .. .''i !... I'A__i1�.�....
JUTE THATCHING SECURE WITH
EARTH STAPLES 1 J' TO 6'
APART AS REQUIRED TO KEEP
JUTE PRESSED TO SOIL.
2'
ASPHALT PAVEMENT- 7 r
--19 a-v fa: aom vol\
BURY JUTE IN 4" OR
MORE DEEP TRENCH
PLAN
N-QM
SWALE AND BERM TO BE CONSTRUCTED PER PROPERTY LINE
ELEVATIONS SHOWN ON THE GRADING PLAN
WIDTH AS REQUIRED WIDTH AS REQUIRED �I
SEED AS SPECIFIED BERM
IN SEEDING SCHEDULE
12" MIN.
CONTRACTOR TO PR❑VIDE
ANGLE IR❑NS AND SAFETY
GRATE,
Tap vI = as 7s
1 _ —WEIR LL. EJ.,UU V
DEPTH SEE,
_ PLAN — —
3 I EXIST, GRADE POND BOTTOM
3 _
_15' RCP
SWALE DETAIL INV, EL, 21.26 —
DRAINAGE
a �
�c / ■ a' a 113
SECTION A CONCRETE A 6' ❑ , W 1 ,25
NOT TO SCALE CONTRACTOR TO PROVIDE ANTI-FL❑TATI❑N BLOC I� 6
ANGLE IR❑NS AND SAFETY FILL BOX TO 2,91' FRONT
GRATE. DEPTH 3'x 3' PRECAST BOX
CR T 3 A NOTE, C❑NTINUOUS
3' PRECAST BOX _ T ,7 ATBALL CONSTRUCTION BER WATER
SECTION JOINTS
_ — — --BIORETENTION
� EL ©N 29.00 OVERFLOW STRUCTURE #3
_15' RCP � NOT TO SCALE
INV, EL. 24.35
M EL, - ,50
CONCRETE I� 6' 6•
ANTI -FLOTATION BLOC f
FILL BOX T❑ 1.35' 3'x 3' PRECAST BOX
DEPTH _
NOTE: C❑NTINUOUS
RUBBER WATER STOP
AT ALL CONSTRUCTION SECTION
.JOINTS
OVERFLOW STRUCTURE #2
NOT TO SCALE
40°
OVERFLOW STRUCTURE
GRASS BUFFER —
e
e
o
5
o
3
,00
-
OT
3
,S
PLANTING PER SHEET C1
LENGTH
ST❑RM DRAIN RIP -RAP WIDTH
APRON
PLAN
SLOPE 0% TAILWATER
FLOW
ST❑RM DRAIN - - - - - --- - -
FILTER FABRIC l N,C,D,O.T. CLASS B
AP, MINIMUM
SECTION 12pRTHICK TYPICAL
GROUND COVER ❑R
MULCH LAYER
ASPHALT PAVEMENTS , 2 _ Pf1 AaTTAiC C rMT1 RIP —RAP ENERGY DISSIPATER
NOT TO SCALE
SWALE 'A'
SEE IRAINAGE SWALE DETAIL
10' DRAIANGE `EASEMENT --t GEORGE E. S UNDERS, III
Deed Book 3529, Page 243
I Plot Book 42, Page 294
BERM
SECTION 'A' z�x9re Overhead UtNlty Linet� •
SILT FENCE 1 r� 3 , TB 31,8TB
o C2 N 44-22'3 E -- 1
.00
00
,50
,05
�
_
WIRE FENCE AND
FILTER FABRIC
—40' V-NOTCH WEIR
ij1
GRAVEL _
t
E STORM DRAIN
POND BOTTOM CATCH BASIN
3' PRECAST BOX
EROSION CONTROL NOTES
1. ANY CONSTRUCTION ACTIVITY BEYOND THE 1.53 ACRE LIMITS SHOWN ON THE PLAN
IS A VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO
FINES.
2. CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS OF
CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
E fi, 3. CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, VEGETATION, DEBRIS,
EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC MATERIAL OR ANY OTHER
ADE �AkIMUM UNSUITABLE MATERIAL WITH IN THE LIMITS OF CONSTRUCTION.
4. CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
' .,. REPRESENTATIVE TO COORDINATE REMOVAL OF ANY UNSUITABLE SOILS.
I1 �Cd 5. CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIALS SHALL BE REMOVED
4�� FN FROM THE SITE AND DISPOSED OF IN A PROPERLY PERMITTED IACILITY.
OR
WT�ETIC STeFI 6. THE CONTRACTOR SHALL FURNISH ANY REQUIRED BORROW MATERIALS FROM A.
r �. i ti FIIT PdST (T PROPERLY PERMITTED OFF -SITE FACILITY.
SILT FENCE ��`� 1 I i l R 1 AgRIC Yp } OF
COMPLETION7. ALL DODF GRADINGSLOPES . STABILIZE UST BE EAREAS OTHER LTHAN SLOPES CHED WITHIN 1 WITHIN S211 CALENDAR
NOTEt USE BLOCK AND GRAVEL DAYS.
INLET PR❑TECTI❑N IN AREAS WERE ' (Zi \�� 8. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY
SILT FENCE INLET PR❑TECTI❑N �� ( �L A REPRESENTATIVE OF THE COUNTY ENGINEERING DEPARTMENT,
CAN NOT BE INSTALLED, ;''f. ' '' OIN,
ISOMETRIC ORFF�I A 9• SLOPES SHALL BE GRADED NO STEEPER THAN 3:1.
INLET SEDIMENTATION CONTROL WITHOUT WIRE FENCE BACKING I�T�R 4q Opp 10. ADDITIONAL
DEVICES MAY
ND BE REQUIRED AS AGREED UPON BY THE FIELD
NOT TO SCALE �Rl� ACT
11 IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 15 CALENDAR
2'-3'-
COARSE AGGREGATE
CONSTRUCTION ENTRANCE/EXIT
NOT TO SCALE
SEDIMENT BASIN NOTES
1. THE BIORETENTION AREA IS TO USED AS A SEDIMENT BASIN DURING THE
CONSTRUCTION OF THE SITE.
2. THE SEDIMENT BASIN BOTTOM AREA IS TO BE 2400SF AT ELEV, 26.00
2. PRIOR TO THE RECONSTRUCTING THE SEDIMENT BASIN INTO THE
BIORETENTION, THE SITE IS TO BE STABILIZED AND ALL SEDIMENT IS TO BE
REMOVED FROM THE BASIN.
�d+
BIORETENTION AREA LO,d
CATCH BASIN #1 BOTTOM AREA 4798SF
TOP EL, 29.75 BOTTOM ELEV. = 29.0 I^
INV, EL, 24.45
�y
CURVERT 'B1'
20 LF 18' RCP P
OVERFLOW STRUCTURE #2
TOP EL, 29.70 BERM
INV, EL. 2435
TB edge °f w s
n
1I03 i 1
P❑ST(4 REQ'D,1
FINISH GRAD
� MAkI�U�
` Re
�FNCING
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W � •'
EN
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NTgTla � El
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150M,_ETRIC gA
WITH WIRE FENCE BACKING 'Jv kKII
R FILTER o �OM
AeRIQ ACT
SILT FENCE DETAIL
NOT TO SCALE
TEMPORARY SEEDING
GRASS TYPE
AMOUNT/
1000 S.F.
TIME OF
SEEDING
INITIAL
RYE GRAIN
1-2 LBS.
NOV. THRU JAN,
25 LBS, 10-10-10
BROWNTOP MILLET
1-2 LBS,
JUNE THRU AUG,
25 LBS, 10-10-10
DAYS, ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, AND TACKED UNLESS
WRITTEN APPROVAL IS GRANTED BY THE EROSION CONTROL OFFICER.
CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMIT APPROVALS PRIOR TO ANY LAND DISTURBING
ACTIVITY.
2. HOLD A PRE -CONSTRUCTION MEETING WITH THE EROSION CONTROL INSPECTOR.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCE AND SILT FENCE, COMMENCE CLEARING
AND ROUGH GRADING OPERATIONS TO ESTABLISH DIVERSION SWALES AND SEDIMENT
BASIN,
4, ROUGH GRADE SITE AND INSTALL UNDERGROUND UTILITIES,
5. PROVIDE TEMPORARY PROTECTION MEASURES AND DEVICES AS REQUIRED UNTIL
UNDERGROUND UTILITIES AND PAVEMENT SECTION IS COMPLETE AND FINAL GRADES ARE
STABILIZED WITH TEMPORARY VEGETATIVE COVER.
6. STABILIZE (FERTILIZE, SEED, AND MULCH) ALL DISTURBED AREAS AS SOON AS FINAL
GRADES ARE ESTABLISHED.
7. ONCE CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED,
REMOVE TEMPORARY EROSION CONTROL MEASURES, REMOVE SEDIMENT FROM SEDIMENT
BASIN AND CONSTRUCT BIORETENTION.
EROSION CONTROL 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. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. CHECK SEDIMENT BASKS AFTER PERIODS OF SIGNIFICANT RUNOFF, REMOVE
SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT
ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. CHECK THE EMBANKMENT, SPILLWAYS
AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND
SETTLEMENT, MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND
OTHER DEBRIS FROM THE RISER AND POOL AREA.
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES
ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED OR
REPLACED AS NECESSARY TO MAINTAIN A BARRIER.
4. INSPECT THE FABRIC BARRIER OF ALL INLET PROTECTION AFTER EACH RAIN AND
MAKE REPAIRS AS NEEDED, REMOVE SEDIMENT FROM POOL AREA AS NECESSARY TO
PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN. TAKE CARE NOT TO
DAMAGE THE FATHE
PERMANENT SEEDING CONTRIBUTINGDRUNDERCUT AINAGE AREA H AIS BEEN ADEQUATELYDURING SEDIMENTRSMAOBILIZED,HEN REMOVE ALL
AMOUNT/
TIME OF
GRASS TYPE
1000 S.F.
SEEDING
INITIAL
BERMUDA, COMMON
1-2 LBS,
APRIL THRU JUNE
25 LBS. 10-10-tO
FESCUE, TALL
5_7 LBS.
JUNE THRU AUG.
25 LBS, 10-10-10
(KENTUCKY 31)
FEB. THRU OCT,
SERICEA
1 1-2 LBS,
MARCH THRU APRI
25 LBS, 10-10-10
LESPEDEZA (SLOES)
MATERIALS AND ANY UNSTABLE SEDIMENT AND DISPOSE OF THEM PROPERLY, BRING
THE DISTURBED AREA TO THE GRADE OF THE DROP INLET AND SMOOTH AND COMPACT
IT. APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET.
5. ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
J 6. GRAVEL CONSTRICTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS
1. SEE EROSION CONTROL SPECIFICATIONS FOR SOIL AMENDMENTS ARE VISIBLE OR SEDIMENT IS DEPOSITED ON THE ASPHALT AND STONE WILL BE
AND MULCH REQUIREMENTS PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN 6 INCH DEPTH,
!29,3�" '
FES INV 25.07
18 31.18 x 31,20
68TC: 32,68TC 31,�PTC CURVERT 'B2' 30.27 a TOP 25. 7'
}
3t 2 31140:'� 69 LF. 2�4' .RCP rr'� 30,27 i7'S �JYERT 248'
ns 32. T�f 32;90TC� �s30,51 m m
." ,. n
Exlstin CULVERT 'A'
32.10 ' g Soil Drrve 32 LF 18' RCP I z _
32,60r ` -��-- yL
31.74- tz
ON RANCE
` f ra I 30,51 �� ST UC NON
3e^ 20TC 70 N4 30_ a e t s m SILT FENCE - E T
70 n a w
25 m
r
31,76 4 / 32,70 i% �/ INV 23.8 44'30-5.1---E 9 25p 6' SH ULDER
" 31,50 \ l , Q ~ REMOVE EXISTING
CONCRETE DRAIN PIE
TOP 26-61' may,
Y 1NYERT 24.73'
k2 3 1± I- s. O
FIN. FL, TP'R�ECTI❑N
Ti _-- - �u. N OUT-S, TI❑N
31,97 33�00 I �i 15' S X1,2 CLASS B \. `�. '` _ _ __ _ } 5'X5'7�i�' CLA S B
32,17TC _� j ` STONE ti x _ t �' STONE
32,10 z , ; 1 OGE`_i2FLm/.., STPUC-TURE #,3� 2e ONCRETE DRAIN PIPE 1 I
;'F - - _I3P EL. 24,75 \ TOP 23.18' A '' DISTURBANC T❑ THE
32,'cl 32,60rC ii { '�► _ I VERT 20.96' h,
ti 2,70 ! 40°V-WEIR EL, 23.00 EX ST, DITCH WI L BE
' INV, EL. 21,26 �, " IMMEDIATELY STA ILIZED
�I► N ';44 30'S1 E 1 2.50 ! WITH E`XCELSI❑R MAT.
JL
EMERGENCY SPILLWAY .-
31,2�3 l`
KART '.C. I V, 0196 s?'
33,50 32,50 s. m j f\ f .. 2 O F 15>�:RCP 27.0
�'
2,70 \ t` _ l 5
I' � � � ~ - -- - -- ❑� LET PR❑TECTI❑N
_. - - - , - ; -.. _ tiff ! 51 5'X1 CLASS B
INE
an,�EEiJL� _
S 44'2? 37 w
co
v eso,
oo�ti.__ ry la i�
5,�+
oI Q
�0i �c� DRAINAGE EASEMENT 3, d
9
A90 �iys 30' 0 30' 6 ' n
NO WETLAND ARE PRESENCE ON THE PROPERTY. d 0 I ..
THE PROPERTY IS OUT SIDE THE 100 YEAR FLOODPLAIN, o
SCALE: 1'=30' (Horiz,)
,19
30.09
7%
t
PLANTING SOIL
I T LjVlNr-rt Q �.Lrt ilr1U,-%Isvly 1. THE BIOERETENTION AREA SHALL CONSIST OF A PLANTING SOIL HAVING A
"! hereby certify that I am the current owner of the praoerty and t"at COMPOSTION OF AT LEAST 10 TO 25 PERCENT CLAY AND SHALL BE OF A SANDY
upon receipt of "Autl,)orizatior-To Construct" any clearing, grading, LOAM OR LOAMY SAND TEXTURE. LOAMY SOILS MAY BE UTILIZED FOR THE PLANTING
construction or development whl be preformed in accorcance with th.S SOIL BUT MUST CONSIST OF 35 PERCENT SAND. IN ADDITION, THE FURNISHED
plan and that the applicable ordinances and pules of New Hanover PLANTING SOIL SHALL BE OF UNIFORM COMPOSITION, FREE OF STONES, STUMPS, ROOTS
County, the State of North Carolina and the Federal Government _n OR SIMILAR OBJECTS LARGER THAN ONE INCH, BRUSH, OR ANY OTHER MATERIAL OR
its agencies which are hereby made part of this pl❑r. As the owref SUBSTANCE WHICH MAY BE HARMFUL TO PLAN GROWTH, OR A HINDRANCE TO
accept full responsibilities for the constructlon and operotior and PLANTING OR MAINTENANCE OPERATIONS.
maintenance of the Proposed facilities. I will not attempt to trons`e�
of this responsibility without the written authorization of N•ew Ha*c•+�r 2. THE PLANTING SOIL SHALL BE FREE OF PLANT PARTS OR PLANT PARTS OF
County." BERMUDA GRASS, QUACK GRASS, JOHNSON GRASS, MUGWORT, NUTSEDGE, POISON IVY,
CANADIAN THISTLE OR OTHERS AS SPECIFIED.
jJ
_?.
' 1+(:.� 3, THE PLANTNG SOIL SHALL NOT CONTAIN TOXIC SUBSTANCES HARMFUL TO PLANT
Sigr-iture:"��- —-___------------ -
Printed Name 3t Title: Gerald S. Ev°ns, Presiding Ove-seer GROWTH.
Q°te' 4. THE PLANTING SOIL SHALL BE TESTED AND MEET THE FOLLOWING CRITERIA:
- PH RANGE 5.5 - 6.5
DESIGNER'S PLAN CERTIFICATION ORGANIC MATTER 1.5 - 3,CR
MAGNESIUM (MG) 35 LBS/ACRE
"I hereby certify that this plan has been prepared 1n accordance M"h PHOSPHORUS (P205) 100 LBS/ACRE
the latest New Ha v r my Ordinances and Stnrrnwater Desigr POTASSIUM (K20) 85 LBS/ACRE
Manuol" SOLUBLE SALTS NOT TO EXCEED 500 PPM
5. THE FOLLOWING TESTING FREQUENCIES SHALL APPLY TO THE ABOVE SOIL
Signiture. ----_ ----- _____ -w CONSTITUENTS:
Printed No e T e Bra a Sedgwick, PF, Prr dent
Dote. _����� PH, ORGANIC MATTER: 1 TEST PER 90 CUBIC YARDS, BUT NOT LESS THAT 1 TEST PER
Registration Number: INC 026378 ! BIORETENTION AREA
MAGNESIUM, PHOSPHORUS, POTASSIUM, SOLUBLE SALTS: 1 TEST PER 500 CUBIC
YARDS, BUT NOT LESS THAT ONE TEST PER BORROW SOURCE.
ONE GRAIN SIZE ANALYSIS SHALL BE PERFORMED PER 90 CUBIC YARDS OF PLANTING
SOIL, BUT NOT LESS THAT ONE TEST PER BIORETENTION AREA.
6, A MULCH LAYER SHALL BE PROVIDED ON TOP OF THE PLANTING SOIL. ACCEPTABLE
MULCH SHALL INCLUDE SHREDDED HARDWOOD OR SHREDDED WOOD CHIPS OR OTHER
LEGEND SIMILAR MATERIAL. MULCH MUST BE WELL AGED (STOCKPILED OR STORED FOR AT
LEAST TWELVE MONTHS), UNIFORM IN COLOR, AND FREE OF FOREIGN MATERIAL,
INCLUDING PLANT MATERIAL.
EXISTING CONTOUR
7. SAND SHALL BE FREE OF DELETERIOUS MATERIAL AND ROCKS GREATER THAN ONE
INCH IN DIAMETER.
PROPOSED CONTOUR 5
8. PLANTING SOIL SHALL BE PLACED N LAYERS LESS THAN 18 INCHES AND LIGHTLY
SILT FENCE COMPACTED.
GRADING NOTES
sk
EXIST. SPOT ELEVATION 1. INITIATE EROSION CONTROL SEQUENCE BEFORE BEGINNING CLEARING AND GRADING
® OPERATIONS.
2DA 2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETATION BEYOND
SPOT ELEVATION GRADING LIMITS,
SWALE 3. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED AND STOCKPILE,
4, COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY.
RIP -RAP OUTLET `p
PROTECTION 5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH NO GREATER THAN
3:1 SLOPES.
PROPOSED STORMDRAIN
PIPE 6. ALL AREAS ARE TO BE GRADED SO THAT NO AREAS OF STANDING WATER OCCUR.
LIMITS OF CONSTRUCTION LOC 7. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE,
8, OPERATOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE
PROPOSED GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS #NDICATED ON THE PLAN.
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JOB NO.
012-003
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2' TYPE I-2
BITUMIN❑US CONCRETE
o °°° ° °$�aooa
8' ABC STONE ° o e�°p° .3co010, -�° -a°
4' LIFTS COMPACTED T©O°Oa °oa0�°°°°°a°ua°p°n <
100% AASH❑ - — = — — ° — •- -
AASH❑CT❑D6T DEPTH tit I� t� 71gF �r
ASPHALT PAVEMENT SECTION
NOT TO SCALE
CONTROL JOINT (3/4" DEEP W/
1 /4" PAD) ® B° O.C.
LIGHT GROOMING
`1 /2" EXP. JT. FILLER ® 48' O.C.
p a 4' 3000 PSI C❑NC:
4 a o o � •.
COMPACTED SUBGRADE
NOTES ALL EDGES TO BE EDGED W/ 1/4" PAD
CONCRETE WALK SECTION
NOT TO SCALE
EXIST, DRIVEWAY
204.9'
I6
— 3/4" Radius
0
A
3/4" Radius
SECTION 'A'
NOT TO SCALE
�-- 3000 R.S.I. Conc.
ASPHALT PAVEMENT
K ABC STONE
Stabilized Subgrade
HEADER CURB DETAIL
NOT TO SCALE
EXIST. DRIVEWAY
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DRIVEWAY LONGITUDINAL SECTION
H❑RZ I' = 50' / VERT V = 5'
L_��' p/W]
94.4'
FUTCH CREEK ROAD
R35,0
1000 SIGHT TRIA
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NOTES
1. SEE SHEETS C1 AND C2 FOR ADDITIONAL SIGE INFORMATION.
5 0' 0 50' 100'
SCALE: I"=50' (Horiz.)
LOCATION MAP
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JOB NO.
012-003
. _ ___ _- _ i - ♦f7 - i ^T" `�:4 \. -•': i �* Tom'-T•' 7
-r 1.
I 1 iI f '1+1 i I i'Y\ r,f:l.°. �-V!e i'1 1•1 �' ;r �j:l,;��i •i. �,� f�ri j

V DIA. RUBBER HOSE
GUYING WIRES 2 STRAND TWIST
12 GUAGE WIRE
3 2'X4'X24' PRESS TREATED
STAKES - TOP OF STAKE 6'
ABOVE GROUND
planting5 to I"ecive 3''
of Hardwood Mulch
0
ROOTBALL
TILLED AND
LOOSENED NA
SOIL BACKFIL
NOTESi
L ALL WOOD SHALL BE SPRUCE DR PINE -NOT PRESSURE
TREATED.
2, CROSS TIES SHALL NOT CROSS OVER WOODY ROOTS,
3, REMOVE ALL STRING &/OR WIRE WRAPPED AROUND
TRUNK,
4, REMOVE ALL STRAPS, ROPES, WIRE, &/OR STRINGS
USED TO LIFT THE ROOTBALL,
5, REMOVE ALL BURLAP &/OR WIRE FROM THE 'OP OF
THE ROOT BALL, 6. TOP OF ROOTBALL TO BE SET 2'
BELOW FINISH SURROUNDING FINISH GRADE.
MULCH 3' FROM TRUNK
MULCH 3' DEPTH
TILLED AND LOOSENED
NATIVE SOIL BACKFILL
FERTILIZER TABLETS
AS SPECIFIED, PLACE
UNIFORMLY AROUND
REPOT MASS BETWEEN
MIDDLE AND BOTTOM
OF ROOT MASS,
UNDISTURBED SOIL
PLANTING DETAIL
NOT TO SCALE r.
PRUNE PROPORTIONALLY TO
e COMPENSATE FOR REDUTION
DF ROOTS AND TO PROMOTE
NATURAL GROWTH
MR
/- REMOVE BURLAP FROM TOP
.... / 1/3 OF ROOT BALL
-lid i TOPSOIL MIXTURE W/ 1/3
COMPOSTED
cD
Q_
ll? LIST
5cientific Name
Item
Size
5gmbol
Quantitq
Amelanchier Canaden5i5
5hadbru5h
J '
0
17
NH55a 5glvatica
[3 ack opm
I tQ 16'
8
SNr:U� L 15T
L indera Penzoin
5picebu5h
�-Gal
25
Cornu5 5tolonifera
P'ed twig dogwood
3-Ga1
25
Mgrica Penny lvanica
13aq Perrq
�-61
0
25
CAPOUNn Cove L15T
Fachg5andra Terminali5
Japanese Fachg5andria
6''pot
270
LANl75CA9 NOBS,
r��lO1? TO CL ACING Op C SING ,TES PPO1�Cl\/� FENCING
15 I�Qu F? P A�OUNP F1?OT�CTIv� 115 Ors 6P\OV�5 OF 'fM5,
2,THf 51T� SHALL P� ACC�FTVL� FOP PLANTING VIA -INN GF\AP�
15 F STALL I SHE P A5 PP\ GOING SCHNA L F ,
�1PLANTIN6 501L SHALL 13� L005� , FFIVL� AMP ff1� OF P005,
4PLANTIN6 501L SHALL CON515T OF AQUA PA\r5 ,SANP ,CLAY
ANn LOAK
51LANb5CAP� CONTF\ACfOP\ SHALL LOCAL ALL UWP\CAPOUNP
UTL ITl�5 Fr lOp TOG 1NG AMP PLANING,
6 zALL PLATS SHALL CONFOPM TO O1? RUC t) THE 5TANPA1?p5
FOP NU1?5� r:Y STOCK A5 FUPL 15H� P C Y THE AMF PICAN A550CIAlON
OF NUPS�pYMW
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SCALE- 1'=20' CHorizJ
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JOB NO,
ova-aa3
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