SW6091001_APPROVED PLANS_20091207

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW &(/�1��
DOC TYPE
❑ CURRENT PERMIT
APPROVEDPLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

116 N. Cool Spring Street
Fayetteville, NC 28301
Voice 910-221-0033
Fax [phone]
www.crawforddsn.com
Crawford Design Company C Copyright 2009
All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the
property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a
proper agreement and appropriate compensation.
SEALS
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STEDMAN PENTECOSTAL HOLINESS CHURCH
STEDMAN PENTECOST
FAMILY LIFE CENTER
PROPERTY INFORMATION
Rropt�r Idni#Icbf�n;Nu(nber :3 0495-07-0403, 0485-97-5327, 0485-97-4307
fa�rtydr§i Lcatwn 432 Hillsboro Street, Stedman, NC
Located at the comer of Hillsboro Street & Azelia Drive
GENERAL NOTES
ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER INFORMATION INDICATED ON THIS
SHEET SHALL APPLIED TO ALL CONTRACT DOCUMENTS AND SHEETS IN THIS SET.
1. THE GENERAL CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AT THE JOB SITE.
2. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE GENERAL
CONTRACTOR WITH THE SURVEYOR OF RECORD PRIOR TO BEGINNING CONSTRUCTION. BENCHMARK IS AN SET
IRON PIPE BEING THE NORTH-EAST PROPERTY CORNER OF THE PROJECT SITE, AND HAVING AN NAVD 88
ELEVATION OF 127.56
3. ALL DIMENSIONS AND ALL ELEVATIONS ARE MEASURED TO BACK OF CURB UNLESS OTHERWISE NOTED.
4. THE INTENT OF THE LIMITS OF CONSTRUCTION (LOC) SHOWN ON THE DRAWINGS IS TO DEFINE THE GENERAL
AREA TO CONSTRUCT, INSTALL AND/OR MODIFY THE SITE IMPROVEMENTS. TYPICALLY, THE LOC WILL FOLLOW
RIGHT,OF-WAY OR PROPERTY BOUNDARIES. HOWEVER, THE LOC MAY BE SHOWN IN CERTAIN LOCATIONS FOR
READABILITY AND CLARITY PURPOSES. THE CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE
REGARDING ANY QUESTIONS AS TO THE EXACT LOCATION OF THE LOC PRIOR TO BID AND PRIOR TO BEGINNING
CONSTRUCTION. ALL ITEMS SHOWN ON THESE PLANS THAT DO NOT SPECIFICALLY STATE -NOT-IN-CONTRACT
(NIC)' SHALL BE INCLUDED IN THE BID COST, INCLUDING ITEMS THAT MAY BE OUTSIDE THE LOC BOUNDARY.
5. LOCATIONS OF EXISTING UTILITY LINES HAVE BEEN TAKEN FROM UTILITY RECORDS SUPPLEMENTED BY FIELD
INSPECTIONS AND SHOULD INDICATE IN GENERAL THE TYPE OF UNDERGROUND FACILITIES NOW IN SERVICE.
LOCATIONS SHOWN ARE NOT GUARANTEED. DEVELOPERS OR CONTRACTORS SHALL NOT ONLY MAKE
SUBSURFACE INVESTIGATIONS BUT SHALL ALSO ALLOW FOR CONTINGENCIES WHICH MIGHT ARISE BY REASON
OF ENCOUNTERING UNRECORDED LINES OR LINES BEING IN DIFFERENT LOCATIONS THAN INDICATED ON THIS
PLAN. AT LEAST 48-HOURS PRIOR TO ANY CONSTRUCTION ACTIVITY, EXCAVATION, GRADING, OR DIGGING ON
THE SITE, THE GENERAL CONTRACTOR SHALL NOT
IFY T ALL UTILITY COMPANIES O VERIFY AND/OR
FIELD -LOCATE THEIR RESPECTIVE UTILITIES (THE NORTH CAROLINA ONE CALL CENTER-1-800-632-4949). ALL
DAMAGE INCURRED TO EXISTING UTILITY LINES DURING CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL
CONTRACTORS EXPENSE-
6- ALL WASTE MATERIAL SHALL BE LEGALLY DISPOSED OF OFF -SITE.
7. A FORMAL EROSION AND SEDIMENTATION CONTROL PERMIT IS REQUIRED FOR THIS SITE UNDER THE
REGULATIONS OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
(NCDENR). THE GENERAL CONTRACTOR IS REQUIRED TO AND SHALL FOLLOW ALL LOCAL, STATE AND FEDERAL
REGULATIONS TO MINIMIZE EROSION AND THE TRANSPORT OF SEDIMENT OFF -SITE DURING, INCLUDING?HE
PLACEMENT AND MAINTENANCE OF CONTROL MEASURES. ALL MEASURES REQUIRED SHALL BE INCLUDED IN
THE BID COST WHETHER SPECIFICALLY INDICATED OR NOT.
8. ALL PARKING STRIPES SHALL BE 4" WIDE AND SHALL BE MARKED WITH STANDARD WHITE TRAFFIC PAINT. ALL
ISLANDS AND TRAFFIC ARROWS SHALL BE MARKED WITH STANDARD WHITE TRAFFIC PAINT.
9. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF STEDMAN, CUMBERLAND COUNTY & STATE
REQUIREMENTS.
10. DISTURBED AREAS NOT COVERED BY ASPHALT OR OTHER IMPERMEABLE SURFACES SHALL BE SEEDED AND
STABILIZED PER SPECIFICATIONS.
11. ACCESSIBLE PARKING SPACES, ACCESS AISLES, & SIGNAGE SHALL BE PROVIDED BY THE GENERAL
CONTRACTOR AND INSTALLED PER FEDERAL, STATE, AND LOCAL REQUIREMENTS UNDER THE AMERICANS WITH
DISABILITIES ACT (ADA). STANDARD R7-8 RESERVED PARKING AND MAXIMUM PENALTY $250 NCGS 20.37.6 SIGNS
MUST BE INSTALLED IN FRONT OF ALL ACCESSIBLE PARKING SPACES. "VAN ACCESSIBLE" SIGNS MUST BE
PROVIDED IN FRONT OF THE VAN ACCESSIBLE PARKING SPACE(S).
12. ALL TRAFFIC CONTROL DEVICES, PAVEMENT MARKINGS, SIGNS, AND SIGNALS SHALL BE DESIGNED, INSTALLED
AND MAINTAINED IN COMFORMANCE WITH THE STANDARDS SET FORTH IN THE NORTH CAROLINA MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES.
13. THESE PLANS INDICATE THE MAJOR DEMOLITION COMPONENTS TO BE REMOVED AND/OR, RELOCATED.
HOWEVER, THE CONTRACTOR SHALL DEMOLISH AND/OR RELOCATE ALL MISCELLANEOUS COMPONENTS NOT
SPECIFICALLY INDICATED ON THESE PLANS TO PROVIDE A CLEAN SITE FOR THE INSTALLATION OF THE NEW
IMPROVEMENTS.
14. SURVEY, BASE MAPPING, & TOPOGRAPHICAL DATA PROVIDED BY BGW SERVICES - [phone]
15. CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING AROUND ALL TREES WITHIN THE VICINITY OFTHE
CONSTRUCTION ACTIVITY SO AS TO PREVENT ROOT SYSTEM DAMAGE. FENCING SHALL BE INSTALLED A
MINIMUM OF 6-FT FROM BASE OF TREES UNLESS OTHERWISE INDICATED.
16. AREAS OF SHADED CURB & GUTTER INDICATE THE USE OF CONCRETE "SPILL -OFF" CURB & GUTTER. ( SEE SHT.
C5.2, #2)
17. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL & NATURAL RESOURCES & THE NORTH CAROLINA DEPARTMENT OF WATER QUALITY FOR
APPROVAL TO REMOVE ALL CONSTRUCTED TEMPORARY & PERMANENT EROSION & SEDIMENTATION CONTROL
MEASURES, AND FOR THE APPROVAL OF PERMANENT GROUND COVER.
18. CONTRACTOR SHALL INSTALL A RAIN GUAGE AND MAINTAIN A MONITORING LOG ACCORDING TO NCDENR
REQUIREMENTS UNTIL THE AGENCY HAS RELEASED THE SITE.
19. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ACCORDING TO NCDOT REQUIREMENTS DURING THE
CONSTRUCTION OF IMPROVEMENTS IN THE RIGHT-OF-WAY.
AL CHURCH
Rev. Randal Stri kland - Stedman Pentecostal Holiness Church
432 Hillsboro Street - tedman, NC 28391
Ph.: [phone] x.: [phone]
LEGEND / KEY ABBREVIATIONS
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CABLE/TELEVISION CA CA NOTE BUBBLE (GRADING) N/A A/C AIR CONDITIONING L LENGTH, LEFT
CENTER UNE — —
CONTOUR LINE — — —100— — — —900-- ADJ ADJACENT LF LINEAR FOOT
NOTE BUBBLE (SnE) N/A O
DIVERSION BERM N/A --*-- OB "-F AFF ABOVE FINISH FLOOR LET LEFT
EASEMENT — — — — - — — — — ` — - NOTE BUBBLE (UTILITY) N/A O AL AREA LIGHT V
FENCE X X
FIBER OPTIC FO FO W APX APPROXIMATE MAX MAXIMUM
FORCE MAIN FM FM PLUG T ASBY ASSEMBLY MIN MINIMUM
NATURAL GAS G G .. .. ... ASPH ASPHALT MISC MISCELLANEOUS
LIMITS OF CONSTRUCTION N/A LOC
1...1.' ..t....
- OE OE POROUS BAFFLES NIA AUTO AUTOMATIC MON MONUMENT
OVER HEAD ELECTRIC
PROPERTY LINE
PROPERTY LINE (ADJACENT) 0— — — ---0 NIA B.O. BLOW -OFF NIC NOT IN CONTRACT
RAILROADTRACKS �- PDST INDICATOR VALVE
B.V. BALL VALVE NTS NOT TO SCALE
RIGHT OF WAY R/YV RAW
GANITARY SEWER—4 5---4— 14 Sdo POWER /TELEPHONE POLE -o- -•- BAIL BETWEEN
SEDIMENT FENCE N/A SF BEE BELOW FINISH FLOOR O.C. ON CENTER
SLOPE DRAIN N/A --0— SPD REDUCER/INCREASER —.--
BLDG BUILDING O/N OVER HEAD
SLUDGE RETURN LINE SR SR
STORM DRAIN --4— SD �—' ' 4 SD �� RIDGE LINE N/A 4 BOQ BACK OF CURB V
— - - — — - - — V P POINT OF CURVATURE
SWALE/DRCH LINE � •/ � BOW BOTTOM OF WALL C
TELEPHONE T T BX BOX PI POINTOF INTERSECTION
UNDERGROUND ELECTRIC UE— —UE— ROCK DAM/WFJR N/A
PIV POST INDICATION VALVE
WATER W w
CF CUBIC FOOT PP POWER POLE
_ ROCK PIPE INLET NIA CI CURB INLET PT POINT OF TANGENCY
ASPHALT PAVEMENT PROTECTION
(STANDARD) [ — — — ] CL CENTER LINE PVC POLYVINYL CHLORIDE
ASPHALT PAVEMENT (HEAVY NIA - - - SIGNAGE CMS CONCRETE MONUMENT SET PVMT PAVEMENT
Du
CMU CONCRETE MASONARY UNIT
CONCRETE _ — — TELEPHONE PEDESTAL M CONIC CONCRETE R RADIUS, RIGHT
N/A Varies
CONSTR CONSTRUCTION R.J. RESTRAINEDJOINT
GRASS/SOD
..................................................... RIGHT OF WAY
HR a CONTR CONTRACT
OR RN1I
TREE/S U
GRAVEL RCP REINFORCED CONCRETE PIPE
[ � CTI CAST IRON
GRAVEL CONST. ENTRANCE N/A TRENCH DRAIN CY CUBIC YARD RDCO ROOF DRAIN CLEAN OUT
NAMM — — — _ RED REDUCED
PAVERS WATER METER/VAULT ■ D DEPTH REM REMOVE
L - - - - - - - 1 0
SEDIMENT TRAP N/A WATER VALVE DEMO DEMOLISH(DEMOLITICN) RNF REINFORCE
DI DUCTILE IRON RQD REQUIRED
SOIL — _ N/A WHEEL STOP C - = C O DIA DIAMETER RQMT REQUIREMENT V
VELOCITY DISSIPATION/RIP gUL-- ® ® DIM DIMENSION RT RIGHT
RAP PROTECTION js3 {>( YARD INLET ■ ■
DWG DRAWING RWM RIGHT OF WAY MARKER W
L• -J L'---__-J
ECM EXISTING CONCRETE MONUMENT SCH SCHEDULE
EIP EXISTING IRON PIPE SD STORM DRAIN
EIS EXISTING IRON STAKE SDCO STORM DRAIN CLEAN OUT
ELEC ELECTRIC (ELECTRICALLY) SDMH STORM DRAIN MANHOLE 7
_ ELEV ELEVATION SED SEDIMENT L �/
ACCESSIBLE RAMP F 4 —1 ELMH ELECTRICAL MANHOLE SF SQUARE FOOT
ENCL ENCLOSURE SLV SLEEVE W W
AREA LIGHT EOC EDGE OF CONCRETE SPEC SPECIFICATION
EDP EDGE OF PAVEMENT SO SQUARE C r
PREVENTION ASSEMBLY —� —� EQPT EQUIPMENT SS SANITARY SEWER
ASSEMBLY 7
BEND N/A ESMT EASEMENT SSCO SANITARY SEWER CLEAN OUT L
W
�I EX EXISTING SSMH SANITARY SEWER MANHOLE
BLOCK & GRAVEL INLET 11 I
PROTECTION L®J I
N/A EXCV EXCAVATE (EXCAVATION) STA STATION
7
CHECK DAM N/A ; ► ♦- ► ♦ EXT EXTERIOR STD STANDARD L V
STOR STORAGE
CLEAN OUT —NO--e 0 o FES FLARED END SECTION STSL STAINLESS STEEL W
FEE FINISH FLOOR ELEVATION SY SQUARE YARD <
CURB & GUTTER
FH FIRE HYDRANT U.
CURB& GUTTER (SPILL OFF) N/A FIN FINISH TBM TEMPORARYBENCHMARK
FLR FLOOR TEL TELEPHONE J
CURB INLET wilill IW FNC FENCE TEMP TEMPORARY
DROP INLET ® In FO FIBER OPTIC THK THICK Q
FOBX FIBER OPTIC BOX TMH TELEPHONE MANHOLE
LCL J77 i j--f l FOC FACE OF CURB TOG TOP OF GRATE
DUMPSTER UNIT r TI A I''I.I�_QII
FT FOOT TOH TOP OF HOOD
TOP TOP ELEVATION
ELECTRICALTRANSFORMER ® G.V. GATE VALVE TOW TOP OF WALL
FIRE HYDRANT ASSEMBLY p-p X GA GAUGE TEED TELEPHONE PEDESTAL
�vYO Tr" GALV GALVANIZE TS&V TAPPING SADDLE & VALVE Q
FLARED END SECTION GND GROUND TYP TYPICAL I /1 U.
V GRAV GRAVEL �/ f
GAS METER ® U/G UNDERGROUND
GAS VALVE HOPE HIGH DENSITY POLYETHYLENE UTIL UTILITY
HORZ HORIZONTAL
GRADE BUBBLE 1 OO.00
(TOP -ELEVATION) �' 100.00 HT HEIGHT VAL VALVE
GRADE BUBBLE 100.00 HVAC HEATING /VENTILATIING/A/C VERT VERTICAL
(FINISH -GRADE) + 100.00
HVD HEAVY DUTY
GUY WIRE E-- HW HEAD WALL W/ WITH
W/O WITHOUT
HARDWARE CLOTH &GRAVEL N!A L
IN INCH � ro ted Stormwaier !`"*rrt91A1&tt,INBntR -a O
HEADWALL 1� INT INTERIOR IIsB 55tructiOn in accrrdanc2 W+ih Mt 0, METER
�r�,QI �lrBd by the Store aleSlOnT pIle e C
JUNCTION BOX INV INVERT pylplS require that', Slormwatery�gy� 1§ IC G
ISS IRON STAKE SET Inspect during constroc'.icrr, r,Brmp cone With
O
plans and specs. an4 ca"ih comHpliancge (w)d�h the
LIFT STATION OO O `Erormwater rules. (15A N.;AC, 2YAC10- T/ ' ZW
L--J Permit # ��QJQ d!pr C Division
Fate_- 1 .}.J
O O JB JUNCTION BOX b �� NC Uivisien OI Water Qual .
MANHOLE JNT JOINT Sheet #_ _ ?.�.+... _ Revision
NOTE BUBBLE(DEMOUTION) N/A ❑O .O O
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VICINITY MAP(N.T.S.)
DEMOLITION NOTES
1❑ DEMOLISH & REMOVE EXISTING CONCRETE
�2 DEMOLISH & REMOVE EXISTING HOUSE & ALL ASSOCIATED COMPONENTS
] DEMOLISH & REMOVE EXISTING ASPHALT PAVEMENT
41 SAW -CUT & REMOVE EXISTING ASPHALT PAVEMENT AS NECESSARY TO INSTALL IMPROVEMENTS
5� DEMOLISH & REMOVE EXISTING CONCRETE CURBING
© CONTRACTOR SHALL CLEAR & GRUB EXISTING FORESTED AREA & VEGETATION AS IS NECESSARY
TO PROPERLY INSTALL IMPROVEMENTS
7❑ REMOVE & RELOCATE EXISTING UNDERGROUND UTILITIES & ALL ASSOCIATED COMPONENTS AS
NECESSARY TO INSTALL IMPROVEMENTS. CONTRACTOR SHALL COORDINATE WITH THE OWNER
AND THE RESPECTIVE UTILITY PROVIDER(S) PRIOR TO BEGINNING WORK
B� CONTRACTOR SHALL COORDINATE WITH OWNER AND REMOVE AND RELOCATE THE EXISTING TRASH
REFUSE CONTAINER TO A TEMPORARY LOCATION. UPON COMPLETION OF CONSTRUCTION THE
CONTRACTOR SHALL COORDINATE THE PLACEMENT OF THE CONTAINER IN THE NEW DUMPSTER
ENCLOSURE
Q REMOVAL & RELOCATION OF EXISTING "HUT' BUILDINGS AND ASSOCIATED COMPONENTS WILL BE
BY OWNER. CONTRACTOR SHALL DEMOLISH & REMOVE ANY EXISTING FOUNDATIONS, ETC. NOT
RELOCATED BY THE OWNER. CONTRACTOR SHALL COORDINATE WITH OWNER PRIOR TO BEGINNING
WORK.
10 DEMOLISH & REMOVE EXISTING CONCRETE PADS UNDER & AROUND THE EXISTING DRIVE-THRU
CANOPY. CONTRACTOR SHALL INSURE NOT TO DAMAGE THE EXISTING CANOPY & ASSOCIATED
BRICK COLUMNS.
t 1 DEMOLISH & REMOVE EXISTING BRICK STEPS & WALL, METAL HANDRAILING, AND LANDSCAPE
PLANTER BRICKS TO ALLOW FOR THE INSTALLATION OF IMPROVEMENTS.
ADDITIONAL NOTES
1. ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER INFORMATION INDICATED ON
THE TITLE PAGE SHALL APPLY TO THIS PLAN
2. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY
THE GENERAL CONTRACTOR WITH THE SURVEYOR OF RECORD PRIOR TO BEGINNING
CONSTRUCTION. BENCHMARK IS AN SET IRON PIPE BEING THE NORTH-EAST PROPERTY
CORNER OF THE PROJECT SITE, AND HAVING AN NAVO 88 ELEVATION OF 127.56
s
Crawford Design Company © Copyright 2009 - All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or anv Droiect except by a Droner aweement and annronriatp romnematinn_
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GRAPHIC SCALE (IN FEET) 1 inch = 30 ft.
116 N. Cool Spring Street ♦ Fayetteville, NC 28301
Voice:910-221-0033 4 Fax:[phone]
www.crawforddsn.com
IN I
D DES IGv ° DESIGN
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PROJECT DETAILS
PROJECT MANAGER:
AMH
DRAWN BY:
RGM
APPROVED BY:
AMH
PROJECT NUMBER:
09007
SCALE
HORZ.:
1" = 30'
VERT.:
N/A
ISSUE DATE
11 /24/2009
SHEET NUMBER
C100

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VICINITY MAP(N.T.S.) o
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Crawford Design Company © Copyright 2009 - All drawings, spl
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INV. =113.5
Crawford Design Company are instruments of service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a proper agreement and appropriate compensation.
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DWQ REQUIREMENTS y
1 ' \ \ \ �\ \� / c�i CERT. No. CERT. No. 'Zl: i
GRADING / EROSION CONTROL NOTES N� ` 121.9 I \I !?! 5 \ \ '` �' 6 / / 3 C-136 g - C-2097 g Q
\ •`
i INSTALL GRAVEL CONSTRUCTION ENTRANCE (SEE SHT. C5.0, #5) / \� • Nip K \ krr9 t° 1 X LcA^o`j .n �R'+/
2 INSTALL TEMPORARY ACCESS BARRIERVILL
3 INSTALL BLOCK & GRAVEL INLET PROTECTION (SEE SHT. C5.0, #10) \\ 121 7 20 \ 1 N \ \ `�, '•� \ \ n11O1 nW
4 INSTALL TEMPORARY SEDIMENT FENCE (SEE SHT. C5.0, #7) \ \ \ 1 \ \ . \ \�\ s E A L s
5 CONSTRUCT TEMPORARY DIVERSION BERM (SEE SHT. C5.0, #6) 7 \ �\ `� \\� _•p
B CONSTRUCT TEMPORARY HARDWARE CLOTH & GRAVEL PROTECTION W/ BASIN (SEE SHT. C5.0, #121) I \ / \ 1 \ \\ 1 k \ \ \ 4\` \ N CAR�4'#I
7 INSTALL DOUBLE NET STRAW EROSION CONTROL BLANKET ON ALL SLOPES 4:1 OR STEEPER 6 \ / \ \ 1 1 rJ� ` \ \ \ \\ �\ \ \ \ O
(SEE SHT. C5.1, #10) TO EX. \ / \ VL \ - X 60 \ \ 5 77`\\� `�_ �` \� `\ ��OFE
\ ^ 1 soco-11 rr � ��. \\ 2 ey
e INSTALL TEMPORARY VELOCITY DISSIPATER / RIPRAP PROTECTION (SEE SHT. CS.Q #8 & 9) m / 1 .9 \ TOP O F.G. \S°\ \ ` �v \ \� < I�
x \ \ EAL `
9 CONSTRUCT TEMPORARY SEDIMENT TRAP w/ POROUS BAFFLES (SEE SHT. C5.1, #1 & 2) \ 1 .4 INV.=118.67 8" OUT
121.30 x x x fir- -�,-") x x
10 INSTALL STORM DRAIN CLEAN OUT (SEE SHT C5.1, #9)
11 INSTALL 18" x 18" JUNCTION BOX (SEE SHT C5.1, #8) v SRB kJ /' ' • 10 1 1 \ / / 105 LF 8" PVC O 1.04%
\ \\ \
12 INSTALL STANDARD JUNCTION BOX ( SEE SHT. C5.1, #6 & 7)
f 1l s91 74 LF 8" PVC O 1.00%
13 INSTALL CURB INLET (SEE SHT. C5.0, #3) vlas
to INSTALL DROP INLET (SEE SHT. C5.1, #4) a TOP=121.34 \ 3 / p c ®0.30
15 INSTALL 18" x 18" DROP INLET (SEE SHT. C5.1, #8) \ INV.=117.75 12" IN 12 / / - / / /• \ \ �. `
( ) 5g �F
18 INSTALL CONCRETE FLARED -END SECTION (SEE SHT. C5.1, #5) f � INV.=117.75 15" OUT ( ) 13 \ TOP 0 F.G. / `�. i'7• � S . � \ \
i+ / \ DI-10
17 INSTALL CONCRETE LEVEL SPREADER (SEE SHT. C5.3, #5) iN 121.34 ,/ SDCO-2A
/ \ \ INV.=116.67 (8" OUT) / \ TOP=121.05
18 CONSTRUCT WET POND PER DWQ REQUIREMENTS (SEE SHT. C5.7) I �� r / TOP ®F.G. -1�g� \
/ <' \ INV.=117.58 8" IN ` \
"+ ,/• INV.=117.93 (8" IN
ADDITIONAL NOTES
/ q 1 , /" \ INV.=117.53 (12( OUT)
I � INV.=117.93 (12OUT)
1. ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER INFORMATION INDICATED ON N I \ / \ \ \�,/ „� 1 O 7 1 \ \ 4
THE TITLE PAGE SHALL APPLY TO THIS PLAN
2. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY
F \ \� 5 77
THE GENERAL CONTRACTOR WITH THE SURVEYOR OF RECORD PRIOR TO BEGINNING I /• \ rN -� /• <J?� \ �` \�` \
CONSTRUCTION. BENCHMARK IS AN SET IRON PIPE BEING THE NORTH-EAST PROPERTY 1 •/' \ o + \ °B \�- \
CORNER OF THE PROJECT SITE, AND HAVING AN NAVD 88 ELEVATION OF 127.56 1 I \ ---'o -'- \ 1 1 • ' LC\ !7 \ Sk \ \ \ \
/•" k ••k �' �•'•®\ B \ ��\ \ \\
3. PURSUANT TO G.S.113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO X REVISIONS � � � / rNo ` �./ \ rr \;' !S\ \ °° \
GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER - w / v k \ /• \ _ ^�
ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT M 1 .5 / / ) `
EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING BkE I 11 0 121 52 21.0 l rhos ` /• \ \ \ ` ' 1 1"2 �,..:-• ; " \ 9 \ \ °>e \ \ \
PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, f * J kr I O r kr /' \ rNo FAMILY LIFE CENTER ADDITION \ \ •\' \ \ \ \ \
DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO G.S. 113A-57(3), m IrN Ni a \ d Nyy /•� '6s FFE=122.35 \ /. \
PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST
ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR I , s _122' /• \
DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT. ALL SEEDED AREAS WILL BE FERTILIZED, RE -SEEDED AS NECESSARY, AND
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A \\ \ \ /
VIGOROUS, DENSE VEGETATION COVER. IF ANY SEEDING FAILURE OCCURS, THOSE AREAS ` I \' o �••� ; o\
SHALL BE RE -SEEDED WITH RYE GRAIN FOR TEMPORARY STABILIZATION AND PREPARED FOR '
PERMANENT SEEDING. 1 j \ 5I ./" i >'p ,Crr.9
4. SEE DETAIL SHEETS FOR EROSION CONTROL MEASURES &MAINTENANCE. 1 ram. m ■ R k X ' / / ss �
5. CONTACT PERSON: RANDALL STRICKLAND - STEDMAN PENTECOSTAL HOLINESS CHURCH - \ \ CI-2
[phone] V ,( \ "04 _ TOH=120.80 / " - _ - \ /•�
6. PARCEL IDENTIFICATION NUMBER(S): 0495-07-0403, 0485-97-5327, 0485-97-4307 1 III -INV.=117.45 (15" IN) /' \ JB-5A
7. CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL MEASURES ONLY AFTER ry m ,n \ / INV.=117.45 (15" OUT) k \ X TOP=121.95 /
REMOVAL HAS BE APPROVED BY DENR. ^ x may/
1 u . J�3 �} INV.=116.91 (8" OUT) X
8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENTATION sX /
CONTROL MONITORING ACCORDING TO NPDES PERMIT REQUIREMENTS. j x o: \ krN \ \ >1 •/ JB-3A kr Nr' JB-4A ''No' �•
�{ N N ,/ N TOP=121.95
9. SEE SHEET C5.0 FOR TEMPORARY & PERMANENT SEEDING REQUIREMENTS. Im -° �"1'+� ! 'o \ { TOP=121.77 { '15 LF 8" PVC O 2.92%
10. TOTAL DISTURBED AREA IS APPROXIMATELY 4.0 ACRES ��, _ ` / INV.=117.39 (8" OUT) 'r INV.=117.26 (8" OUT)` \
TIE T EX.-^ y tRRR6 1 13 3 / 21 LF 8" PVC O 2.15% 1 15 LF 8" PVC O 2.93%
12 1. / 15 LF 8" PVCi .i
EROSION CONTROL CONSTRUCTION SEQUENCE 1 J* " I 1 0: 5®1.oa%
1zo ao
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE -CONSTRUCTION CONFERENCE. 1 ` i? 120.95 �� 11 ��• // ,/ /•/• ,/ /' ./ /,/ •/' /•/• •/ / /•/ /• /"•/
2. INSTALL GRAVEL CONSTRUCTION ENTRANCE.
3. INSTALL BLOCK AND GRAVEL INLET PROTECTION. <F 7g+ 11 "r`> '' r it • Z
4. CONSTRUCT TEMPORARY DIVERSION BERMS, SILT FENCE AND HARDWARE CLOTH & GRAVEL OUTLET y ' RC 3 2 r • .. I I I r A f f r' I12 1. is I 11 3Q 1 1. X I 1 I 8 I
AS AREAS ARE BEING CLEARED AND GRUBBED. I 1 1 95 O I I `' rN 3 I 12 .6
5 CLEAR AND GRUB THE SITE WITHIN THE LIMITS OF CONSTRUCTION. m \. 1
JB-6A Cl-8 \ 0
TOP=121.31 TOP(24\ ® " I
INV.=115.48 (8" OUT) \ \ INV.=113.69 (24" N)) \
\ INV.=115.14 (12" IN) \
\ INV.=113.69 (24" OUT)
:8s \ \N
�Izp
TOH-120 74 to
\
7
rrm
\ . y
A/
T
U
�/ T
D r
_ U
J
r
6. REMOVE AND RELOCATE EXISTING BUILDINGS ON SITE. 121.45 m 1 1 �" ,1, s ? • 1 •1 :11 1 krNo INV.=113.79 (24" IN) \ \ U J W �
7. APPLY TEMPORARY SEEDING TO ALL DISTURBED AREAS AND APPLY EROSION CONTROL BLANKET TO
0 k 'eINV.=113.79 (24" OUT)
ALL SLOPES STEEPER THAN 4:1 AS INDICATED ON THE PLANS. I Q2 1 1\ �a• 1 2 64, LF 15" RCP O 1.74% 3 s•1 59 LF 15" RCP ®•1.74%• '� 14 1 ; 'j,�•/ 14Syr,,,' 1 0 \ \ rNov o \, N
8. ROUGH GRADE THE PROPOSED SLABS, PARKING, AND DRIVEWAYS. - V
9. INSTALL STORM WATER UTILITIES. STORM DRAINAGE SYSTEM WILL BE CONSTRUCTED SO THAT 1 •' k , ' - f' 139 LF 24" RCP O 0.17% L U
81! • � 9D SD -SD- !D 9D 90 1 n/
r 122.00 L Jl 1 .09. L \W Wes' -SD -SDI -SD W W Lf
PERMANENT DRAINAGE OUTLETS RELEASE RUNOFF INTO THE STORM WATER DETENTION POND I Nr 1 2.40 1 2. 14 I 1 1.69 14 1ti2 61 LF 15" RCP O 1.75%`.. ....• 13 / \ Z
WHICH WILL ACT AS A TEMPORARY SEDIMENT TRAP. f "pN 22 00 .J V /
10. INSTALL BLOCK AND GRAVEL INLET PROTECTION AT NEW STORM INLETS. 21.
I ! :1 1,\
11. INSTALL TEMPORARY VELOCITY DISSIPATER(S) AS SHOWN IN THE PLANS. 1 I . - 'l k \ \ 121. \ 3 O Z
12. INSTALL LEVEL SPREADER 1 I a n 1 +, ,.I I ' 1 ✓ 1 .3 \ O 7
13. INSTALL WATER AND SANITARY SEWER UTILITIES. I 1 r r ,U.1 I.. "_ 1 1. 5 / L
_ \ = V 14. INSTALL CURB AND GUTTER AND CONCRETE SIDEWALKS. 1 f q m _ ..'•! -122 k h rrrt rtnnnnTrtrr Ir •• I • • . N:' DI-6
15. INSTALL PAVEMENT IN PARKING AND DRIVEWAY AREAS. 11 _ l� 1I I I I111I I I I I I I I I I I I I I trla x \ \
II lz L G� -- Illl IIIII IITIIIII111IIIIIITrtlll 11 I µunnri'rrlrnn rr -(� •'I:' •jam' TOP=121.58 \ J W O
16. CLEAN AND FLUSH STORM PIPES. NI • : G==i I I I I I I I I t I I I I I I �- ' j', 12 , ? .,- INV.=114.02 (15" IN)
17. REMOVE TEMPORARY SEDIMENT TRAP UPON APPROVAL BY NCDENR I 1 / C.F�JLLL.r.LLFLLL _-�
18. APPLY PERMANENT SEEDING TO ALL DISTURBED AREAS. I I 1 / / ! INV.=115.03 (8" IN)
1 1 2 .9 ./ ./ ./ / - / 9 / LJ1 LJ F-a / F •'Ir. LE INV.=114.02 (24" OUT)
19. TEMPORARY MEASURES SHALL BE REMOVED AFTER APPROVAL FOR REMOVAL OF ALL TEMPORARY - - `-
EROSION CONTROL MEASURES BY NCDENR HAS BEEN OBTAINED. %1; -' N i FE=125.04 FE=125.04 / • •r /. / /. / ���\�
1-0 m Xr TOP=119.31 TOP=121.90
I IOC NN INV.=117.23 15" IN) INV.=116.11 (15" IN) u r
TEMPORARY SEDIMENT TRAP NOTES I TIE TO EX.-
1 b'N - -- -- -- 3` I INV.=117.23 (8" IN) INV.=116.81 (8" IN) FE=125.07 1 r­1 -Nr
1. THE TEMPORARY SEDIMENT TRAP WILL BE CONVERTED TO A STORM WATER DETENTION POND. ALL I I II \ 1 �� INV.=117.23 15" OUT INV.=115.11 (15" OUT) FE=122 89 L J UE IUE UE-
m TIE TO EX. ( )
SEDIMENT DEPOSITED DURING CONSTRUCTION MUST BE REMOVED, EROSION FEATURES MUST BE I £ ml '" . / DI-5
REPAIRED, AND THE VEGETATED SHELF MUST BE RESTORED, BEFORE OPERATION AS A STORM
WATER BMP BEGINS. TOP=122.00
2. A MINIMUM OF 6-INCHES OF BOTTOM MATERIAL (BELOW THE DESIGN BOTTOM OF THE II I y II - 4c Xr r INV.=115.08 (15" IN) L J \�\\
ORIGINAL SEDIMENT & EROSION CONTROL DEVICE) MUST BE REMOVED PRIOR TO I f I /� \ m Q \ / INV.=116.46 (8" IN) \� \
CONVERSION OF BMP .' \ ��1(� � INV.=115.08 (15" OUT) O J \ \\\\\
Lac -
BUILT UPON AREA CALCULATIONS �Ir 1\ \ \\ L - TIE To Ex. -- _ u__ - / rP, 0 /
ON SITE DRAINAGE AREA = 2.66 AC = 115,870 SF II \I� N > \ I TIE TO EX.
1 \ EX. SANCTUARY
EXISTING IMPERVIOUS AREA = 0.17 AC = 7,405 SF II vO 1
I
PROPOSED IMPERVIOUS AREA = 1.49 AC = 64,904 SF It 1 \ i / /I
TOTAL IMPERVIOUS AREA = 1.66 AC = 72,309 SIF II C II \ I.
-122- - /
DENSITY FACTOR = 1.66 / 2.66 x 100 = 62% 1 III n k - - FFE=122.9
rN
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INN
II X X II 'I m p N 1 �� /^ N
1
1 II . / � /. / I' / \ / r � TIE TO
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I1 EX. ASPH.
I PARKING � o
�z
V
20 0 11 20 40 80
110 0 1 r I \\ \ // _
\ I - I,i / \ \ EX. ASPH.
GRAPHIC SCALE IN FEET) 1 inch = 20 ft. 1 \ - PARKING '
s' 1 1.3 \
s \ O Z Q v
\ W Cie z
1 1.4 U / W
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Z Z U
XrN 1 1.30 �LU W
ILL.
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\ �Q PROJECT DETAILS Illt\\oPuc+��B'- tam+ �� �ntss v PROJECT MANAGER: AMH
w l na DRAWN BY: RCM
P'r lesra
a 2 y 1 TO h�T ,y w';r t .. APPROVED BY: AMH
II A plansan P. n "'S ar ,-.`Ka s r'the
PROJECT NUMBER: 09007
�e°n-it $!t/GD�!(4�� !Z. l N SCALE
"late: Qp21i
VERT.: N/A
III NS It
ISSUE DATE
11 /24/2009
SHEET NUMBER
Ili N
U / C3 • 0
III w III � I \ cwi�

VICINITY MAP(N.T.S.)
GRADING / EROSION CONTROL NOTES
1 INSTALL GRAVEL CONSTRUCTION ENTRANCE (SEE SHT. C5.0, #5)
2 INSTALL TEMPORARY ACCESS BARRIER
3 INSTALL BLOCK & GRAVEL INLET PROTECTION (SEE SHT. C5.0, #10)
4 INSTALL TEMPORARY SEDIMENT FENCE (SEE SHT. C5.0, #7)
5 CONSTRUCT TEMPORARY DIVERSION BERM (SEE SHT. C5.0, #6)
6 CONSTRUCT TEMPORARY HARDWARE CLOTH & GRAVEL PROTECTION w/ BASIN (SEE SHT. C5.0, #11)
7 INSTALL DOUBLE NET STRAW EROSION CONTROL BLANKET ON ALL SLOPES 4:1 OR STEEPER
(SEE SHT. C5.1, #10)
B INSTALL TEMPORARY VELOCITY DISSIPATER / RIPRAP PROTECTION (SEE SHT. C5.0, #8 & 9)
9 CONSTRUCT TEMPORARY SEDIMENT TRAP w/ POROUS BAFFLES (SEE SHT. C5.1, #1 & 2)
10 INSTALL STORM DRAIN CLEAN OUT (SEE SHT. C5.1, #9)
11 INSTALL 18" x 18" JUNCTION BOX (SEE SHT. C5A, #8)
12 INSTALL STANDARD JUNCTION BOX (SEE SHT. C5.1, #6 & 7)
13 INSTALL CURB INLET (SEE SHT. C5.0, #3)
14 INSTALL DROP INLET (SEE SHT. C5.1, #4)
15 INSTALL 18" x 18" DROP INLET (SEE SHT. C5.1, N8)
16 INSTALL CONCRETE FLARED -END SECTION (SEE SHT. C5.1, #5)
17 INSTALL CONCRETE LEVEL SPREADER (SEE SHT. C5.3, #5)
1B CONSTRUCT WET POND PER DWQ REQUIREMENTS (SEE SHT. C5.7)
ADDITIONAL NOTES
1. ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER INFORMATION INDICATED ON
THE TITLE PAGE SHALL APPLY TO THIS PLAN
2. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY
THE GENERAL CONTRACTOR WITH THE SURVEYOR OF RECORD PRIOR TO BEGINNING
CONSTRUCTION. BENCHMARK IS AN SET IRON PIPE BEING THE NORTH-EAST PROPERTY
CORNER OF THE PROJECT SITE, AND HAVING AN NAVE) 88 ELEVATION OF 127.56
3. PURSUANT TO G.S.113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO
GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER
ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT
EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE
PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER,
DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO G.S. 113A-57(3),
PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE
ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR
DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT. ALL SEEDED AREAS WILL BE FERTILIZED, RE -SEEDED AS NECESSARY, AND
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A
VIGOROUS, DENSE VEGETATION COVER. IF ANY SEEDING FAILURE OCCURS, THOSE AREAS
SHALL BE RE -SEEDED WITH RYE GRAIN FOR TEMPORARY STABILIZATION AND PREPARED FOR
PERMANENT SEEDING.
4. SEE DETAIL SHEETS FOR EROSION CONTROL MEASURES & MAINTENANCE.
5. CONTACT PERSON: RANDALL STRICKLAND - STEDMAN PENTECOSTAL HOLINESS CHURCH -
(910)-483-2611
6. PARCEL IDENTIFICATION NUMBER(S): 0495-07-0403, 0485-97-5327, 0465-97-4307
7. CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL MEASURES ONLY AFTER
REMOVAL HAS BE APPROVED BY DENR.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENTATION
CONTROL MONITORING ACCORDING TO NPDES PERMIT REQUIREMENTS.
9. SEE SHEET C5.0 FOR TEMPORARY & PERMANENT SEEDING REQUIREMENTS.
10. TOTAL DISTURBED AREA IS APPROXIMATELY 4.0 ACRES
EROSION CONTROL CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE -CONSTRUCTION CONFERENCE.
2. INSTALL GRAVEL CONSTRUCTION ENTRANCE.
3. INSTALL BLOCK AND GRAVEL INLET PROTECTION.
4. CONSTRUCT TEMPORARY DIVERSION BERMS, SILT FENCE AND HARDWARE CLOTH & GRAVEL OUTLET
AS AREAS ARE BEING CLEARED AND GRUBBED.
5. CLEAR AND GRUB THE SITE WITHIN THE LIMITS OF CONSTRUCTION.
6. REMOVE AND RELOCATE EXISTING BUILDINGS ON SITE.
7. APPLY TEMPORARY SEEDING TO ALL DISTURBED AREAS AND APPLY EROSION CONTROL BLANKET TO
ALL SLOPES STEEPER THAN 4:1 AS INDICATED ON THE PLANS.
8. ROUGH GRADE THE PROPOSED SLABS, PARKING, AND DRIVEWAYS.
9. INSTALL STORM WATER UTILITIES. STORM DRAINAGE SYSTEM WILL BE CONSTRUCTED SO THAT
PERMANENT DRAINAGE OUTLETS RELEASE RUNOFF INTO THE STORM WATER DETENTION POND
WHICH WILL ACT AS A TEMPORARY SEDIMENT TRAP.
10. INSTALL BLOCK AND GRAVEL INLET PROTECTION AT NEW STORM INLETS.
11. INSTALL TEMPORARY VELOCITY DISSIPATER(S) AS SHOWN IN THE PLANS.
12. INSTALL LEVEL SPREADER
13. INSTALL WATER AND SANITARY SEWER UTILITIES.
14. INSTALL CURB AND GUTTER AND CONCRETE SIDEWALKS.
15. INSTALL PAVEMENT IN PARKING AND DRIVEWAY AREAS.
16. CLEAN AND FLUSH STORM PIPES.
17. REMOVE TEMPORARY SEDIMENT TRAP UPON APPROVAL BY NCDENR
18. APPLY PERMANENT SEEDING TO ALL DISTURBED AREAS.
19. TEMPORARY MEASURES SHALL BE REMOVED AFTER APPROVAL FOR REMOVAL OF ALL TEMPORARY
EROSION CONTROL MEASURES BY NCDENR HAS BEEN OBTAINED.
TEMPORARY SEDIMENT TRAP NOTES
1. THE TEMPORARY SEDIMENT TRAP WILL BE CONVERTED TO A STORM WATER DETENTION POND. ALL
SEDIMENT DEPOSITED DURING CONSTRUCTION MUST BE REMOVED, EROSION FEATURES MUST BE
REPAIRED, AND THE VEGETATED SHELF MUST BE RESTORED, BEFORE OPERATION AS A STORM
WATER BMP BEGINS.
2. A MINIMUM OF 6-INCHES OF BOTTOM MATERIAL (BELOW THE DESIGN BOTTOM OF THE
ORIGINAL SEDIMENT & EROSION CONTROL DEVICE) MUST BE REMOVED PRIOR TO
CONVERSION OF BMP
BUILT UPON AREA CALCULATIONS
ON SITE DRAINAGE AREA = 2.66 AC = 115,870 SF
EXISTING IMPERVIOUS AREA = 0.17 AC = 7,405 SF
PROPOSED IMPERVIOUS AREA = 1.49 AC = 64,904 SF
TOTAL IMPERVIOUS AREA = 1.66 AC = 72,309 SF
DENSITY FACTOR = 1.66 / 2.66 x 100 = 62%
20
GRAPHIC SCALE
10 20
(IN FEET)
1 inch = 20 It.
80
O \
w 1(iC\
\. w O\
O
0
4b deb
1 .5 \ \
\ 0.4 \
CI-8-j \
TOP=120.00 \
\ INV.-113.69 (24' IN) \
\ INV.-115.14 (12" IN) \
\ INV.=113.69 (24" OUT)\
\ 72U \
CI-7
X TOH-120.74
''No INV.=113.79 (24' IN) \
'eoINV.=113.79 (24" OUT) \
139 LF 24" R 00.177
e•c+c 1i \
-UE
J
are instruments of service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any Droiect except by a
7
76
BSol
\ \ \ \\ \
41.
00
77,1
\ \
\ �\ �3
Kvvv Vvv vA\ V�7A
d 7 \
O
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\ s \ \ \ 30' BUFFER PER ` \y \ \ \` \
d \ > \\ �� \ NNAMED STREAM
� �\ DWO REQUIREMENTS Y \\ \ `\ \fix`
\ \ \ \`\\ `\
\ \ \ \ \\
\ \
\ \ \
\NN
\ \ \\\ \
NN
\ 5 \ i\\\
\\ .\\\\ \
/ I 'EX. BLDG.
!J!!N \\/ o• \ TOP=11,178.75 I / / \ \\\\ \
INV.V113.34 (2424OUT) 1 / I\ OrC\\ \\ \ \ \
Wo
/ Co. • \ f Jl. \ \ \ \
N,� \ \ _ °N� \ \\ / \ / /' �+�•; �. .;:' \
\I\V.=9 2.00\0 (24 OUT)
NX
NOR�F �, /./ \ %` �: �;:,1 :� •,1\\ `fit\ `4 \\ \ NN
\ 1 1 I II
1 I
1
\\ INV.=111.7 1 I I I
\ \ \ 1 1 I
\\� INV.=111.5 \ 1\ 1 11 \111 II
SIPTBM
; I I
\ ..,
SR/� SET IRON PIPE
NELEV.=127.56
o A-
R ST W\wo\\ � \
Aye
lie
ie W\\
-- /
VEL DISSP. � \ �`•#' ' •���is\ \\\
/ \ CLASS "B" STONE (6"0, LT) , !! R •; \ \ ! \ \ \V \
151 x 8'W x 20'Wa NO. �i!!�� • o '�)�tt \ \ "; \ \ \\\\ \`\
/ % \ \ \ � \ ,�{ , q 'Lro
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116 N. Cool Spring Street ♦ Fayetteville, NC 28301
Voice:910-221-0033 ♦ Fax:[phone]
www.crawforddsn.com
O DESIGN D DESIGN
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SEALS
REVISIONS
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PROJECT DETAILS
PROJECT MANAGER: AMH
DRAWN BY: RGM
APPROVED BY: AMH
PROJECT NUMBER: 09007
SCALE
HORZ.: 1" = 20'
VERT.: N/A
ISSUE DATE
11 /24/2009
SHEET NUMBER
C31

Crawfnrrl L)Pcian Cmmnanv Cc) Convriaht 2009 All drawings. soecifications and designs prepared by Crawford Design Company are instruments of service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a proper agreement and appropriate compensation.
411,
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24" RCP (IN 1 \\
I \ \
INSTALL DBL. 6-FT \
BLACK -VINYL CHAIN
LINK GATES
\ s
/ \ FOREBAY
\ J
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FOREBAY
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INSTALL 4-FT HIGH
BLACK -VINYL CHAIN LINK
FENCE
w�� \
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\ UTLET
STRUCTURE
\ NSTALL4-FTHIGH
BLACK -VINYL CHAIN LINK
FENCE
� RIP RAP \:
pPROTECTION \`a �\
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ASIN AREA
1 \ \ \ \ 3 1 \\ \ \\ EE NOTE #1 OF "ADD'L
\ 1 \ 1 \\ \ \ NOTES & RQMTS"
1 1 1 \ 1 \ \ \ \ \ (TYP)
-ft WIDE EMERGENCY
\ \ ✓ / / SPILL -WAY FOR THE
PERMANENT POND
/"
, I
INLET i
STRUCTURE \
`-LEVEL SPREADER
1 INSTALL DBL. l_ 18" RCP (OU I' I I� Ill
1
BLACK -VINYL CHAIN
LINK GATES \ I
' I
q� 111lI ; 11',
\f
1 1 Il li
BASIN PLAN VIEW
(SCALE: 1" = 30')
OPERATION AND MAINTENANCE AGREEMENT
13.
IF EROSION IS OCCURRING IN THE SWALE, RE -GRADE THE SWALE IF NECESSARY AND PROVIDE EROSION
CONTROL DEVICES SUCH AS REINFORCED TURF MATTING OR RIPRAP TO AVOID FUTURE PROBLEMS WITH
1.
OWNER WILL KEEP A MAINTENANCE RECORD AT ALL TIMES. OWNER SHALL KEEP THIS RECORD IN A LOG AND
KEEP THAT LOG IN A KNOWN SET LOCATION TO BE AVAILABLE AT ALL TIMES.
14.
EROSION.
IF SEDIMENT ACCUMULATES IN THE FOREBAY TO A DEPTH GREATER THAN THE ORIGINAL DESIGN DEPTH FOR
2.
ANY DEFICIENT BMP ELEMENTS NOTED DURING THE INSPECTION WILL BE CORRECTED, REPAIRED OR
SEDIMENT STORAGE, SEARCH FOR THE SOURCE OF SEDIMENT AND REMEDY THE PROBLEM IF POSSIBLE.
REPLACED IMMEDIATELY.
REMOVE THE SEDIMENT AND DISPOSE OF IT IN A LOCATION WHERE IT WILL NOT CAUSE IMPACTS TO STREAMS
3.
IMMEDIATELY AFTER THE WET DETENTION BASIN IS ESTABLISHED, THE PLANTS ON THE VEGETATED S 1ELF AND
OR THE BMP.
PERIMETER OF THE BASIN SHOULD BE WATERED TWICE WEEKLY IF NEEDED, UNTIL THE PLANTS BECOME
15.
IF EROSION HAS OCCURRED IN THE FOREBAY, PROVIDE ADDITIONAL EROSION PROTECTION SUCH AS
ESTABLISHED (COMMONLY SIX WEEKS).
REINFORCED TURF MATTING OR RIPRAP IF NEEDED TO PREVENT FUTURE EROSION PROBLEMS.
4.
NO PORTION OF THE WET DETENTION POND SHOULD BE FERTILIZED AFTER THE FIRST INITIAL FERTILIZATION
16.
IF WEEDS ARE PRESENT IN THE FOREBAY, REMOVE THEM PREFERABLY BY HAND, BUT IF PESTICIDES ARE USED,
THAT IS REQUIRED TO ESTABLISH THE PLANTS ON THE VEGETATED SHELF.
STABLE GROUNDCOVER SHOULD BE MAINTAINED IN THE DRAINAGE AREA TO REDUCE THE SEDIMENT LOAD TO
17.
WIPE IT ON THE PLANTS RATHER THAN SPRAYING.
WHEN BEST PROFESSIONAL PRACTICES SHOW THAT PRUNING IS NEEDED TO MAINTAIN OPTIMAL PLANT HEALTH
5.
THE WET DETENTION BASIN.
IN THE VEGETATED SHELF, PRUNE ACCORDING TO BEST PROFESSIONAL PRACTICES.
6.
IF THE BASIN MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM MAINTENANCE, THE FLUSHING OF
18.
IF THERE ARE DEAD, DISEASED OR DYING PLANTS IN THE VEGETATED SHELF, DETERMINE THE SOURCE OF THE
SEDIMENT THROUGH THE EMERGENCY DRAIN SHOULD BE MINIMIZED TO THE MAXIMUM EXTENT PRACTICAL.
PROBLEM: SOILS, HYDROLOGY, DISEASE, ETC. REMEDY THE PROBLEM AND REPLACE PLANTS. PROVIDE A
7.
ONCE A YEAR, A DAM SAFETY EXPERT SHOULD INSPECT THE EMBANKMENT.
ONE-TIME FERTILIZER APPLICATION TO ESTABLISH THE GROUND COVER IF A SOIL TEST INDICATES THAT THIS IS
8.
AFTER THE WET DETENTION POND IS ESTABLISHED, IT SHOULD BE INSPECTED ONCE A MONTH AND WITHIN 24
NECESSARY.
HOURS AFTER EVERY STORM EVENT GREATER THAN 1.0 INCHES (OR 1.5 INCHES IF IN A COASTAL COUNTY).
19.
IF WEEDS ARE PRESENT IN THE VEGETATED SHELF, REMOVE THEM BY HAND PREFERABLY, OR IF PESTICIDES
RECORDS OF OPERATION AND MAINTENANCE SHOULD BE KEPT IN A KNOWN SET LOCATION AND MUST BE
ARE USED, WIPE ON THE PLANTS RATHER THAN SPRAYING.
AVAILABLE UPON REQUEST.
20.
IF SEDIMENT HAS ACCUMULATED TO A DEPTH GREATER THAN THE ORIGINAL DESIGN SEDIMENT STORAGE
9.
IF THERE ARE AREAS OF BARE SOIL AND/OR EROSIVE GULLIES AROUND THE PERIMETER OF THE WET
DEPTH IN THE MAIN TREATMENT AREA, SEARCH FOR THE SOURCE OF THE SEDIMENT AND REMEDY THE
DETENTION BASIS, RE -GRADE THE SOIL IF NECESSARY TO REMOVE THE GULLY, AND THEN PLANT A GROUND
PROBLEM IF POSSIBLE. REMOVE THE SEDIMENT AND DISPOSE OF IT IN A LOCATION WHERE IT WILL NOT CAUSE
COVER AND WATER UNTIL IT IS ESTABLISHED. PROVIDE LIME AND ONE-TIME FERTILIZER APPLICATION.
IMPACTS TO STREAMS OR THE BMP.
10.
IF THE VEGETATION IS TOO SHORT OR TOO LONG AROUND THE PERIMETER, TAKE STEPS TO MAINTAIN
21.
IF ALGAL GROWTH IN THE MAIN TREATMENT AREA COVERS 50% OF THE AREA, CONSULT A PROFESSIONAL TO
11.
VEGETATION AT A HEIGHT OF APPROXIMATELY SIX INCHES.
IF PIPE FOR THE INLET IS CLOGGED, UNCLOG THE PIPE. DISPOSE OF THE SEDIMENT OFFSITE.
22.
REMOVE AND CONTROL THE ALGAL GROWTH.
IF CATTAILS, PHRAGMITES OR OTHER INVASIVE PLANTS IN THE MAIN TREATMENT AREA COVER 50% OF THE
12.
IF THE PIPE IS CRACKED OR DAMAGED, REPLACE THE PIPE.
BASIN SURFACE, REMOVE THE PLANTS BY WIPING THEM WITH PESTICIDES, (DO NOT SPRAY).
ADDITIONAL NOTES & REQUIREMENTS
1.
AREA AROUND POND SHALL BE ESTABLISHED WITH PERMANENT GROUND
COVER PER SPECIFICATIONS AND VOID OF ANY BARE AREAS.
r,C T/ L,AT, ID A, no A C L1.1 nD �%
1 UCI EINI
AS NOTED
4
4" 0 ORIFICE
ELEV.=117.00
PVC TEE
FITTING -�
4" 0 ORIFICE
PLAN VIEW
GRATE
WEIR WIDTH=1.0-FT
(2 SIDES)
FEEL GRATE
WEIR WIDTH=1.0-FT
(2 SIDES)
CORROSION RESISTANT
SLUICE GATE PER MANUF. RECOMD.
(WATER MAN SERIES 3000 OR
APPROVED EQUAL)
1 ANTI-FLOATION
CROSS SECTION VIEW
STRUCTURE DETAIL
( N . T . S . )
(SEE EROSION CONTROL PLAN) ( N . T . S . ) (TYP) (SEE UtIAIL)
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ki
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VEGETATIVE SHELF LANDSCAPE PLAN
(SCALE: 1" = 30')
Vegetative Shelf Landscape Planting Table
Key
Common Name
Botanical Name
Quantity
Type
Description
JE
Sottrush
Juncus eflusus
1.56
1 yuari
-
IV
Blue Flag Iris
Iris versicolor
55
1 quart
-
PC
Pickerelweed
Pontederia cordate
49
1 quart
PV
Arrow Arum
Peltandre vir inica
21
1 quart
-
SC
Lizard Tail
Saururus cemuus
37
1 quart
TIE 10 NATURAL GRADE (4:1 OR >)
(COMPACT TO 98% PROCTOR)
116 N. Cool Spring Street ♦ Fayetteville, NC 28301
Voice:910-221-0033 ♦ Fax:[phone]
www.crawforddsn.com
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REVISIONS
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PROJECT DETAILS
PROJECT MANAGER:
DRAWN BY:
APPROVED BY:
PROJECT NUMBER:
AMH
RGM
AMH
09007
SCALE
AS NOTED
ISSUE DATE
11 /24/2009
SHEET NUMBER
C5. 7