SW6121005_APPROVED PLANS_20121114

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW A"
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
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YYYYMMDD

PROJECT SITE ADDRESS:
142 PARACLETE DRIVE
RAEFORD, NC 28376
CLIENT:
THE RUBICON GROUP
565 GILLESPIE STREET
FAYETTEVILLE, NC 28301
RAINBOW PEDIATRICS
CIVIL SITE PLANS
HOKE COUNTY, NC
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PROJECT o
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RAEFORD SITE m PARACLETE DR FAYETTEVILLE
US 401 US 401
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PROJECT LOCATION MAP
REGULATORY REVIEW - NOT RELEASED FOR CONSTRUCTION
STATUS:
DATE:
92% DESIGN
OCTOBER 30, 2012
64 RALEIGH
1NILSON
ASHEBORO
1 70 SMITHFIELD
1 9
SANFORD 11
BISC GOLDSBORO
1 70
o MT. OLIVE
FORT BRAGG 1
FAYETTEVILLE
74 CLINTON
ocKINGHAM SITE
- - 17
1 LAURINBURG
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74 WALLACE
` 1 L TON
15 ELIZABETHTOWN
1 \
1
sC 74
5 17
Nr \qt ,
DARLINGTON 114 76 74 0
WHITEVILLE
75
701 WILMINGT
VICINITY MAP
PLAN INDEX
SHEET
DESCRIPTION
G-01
COVER
G-02
GENERAL NOTES & LEGEND
VX-01
EXISTING CONDITIONS PLAN
CS-01
SITE PLAN
CU-01
UTILITIES PLAN
CG-01
GRADING AND DRAINAGE PLAN
BMP--01
STORMWATER MANAGEMENT PLAN
EC-01
EROSION CONTROL PLAN
PL-01
PLANTING PLAN
DT-01 THRU DT-05
DETAILS
ISSUED PROJECT PLAN SETS
ATE
8/.9/2Gi2
$TATL5
PRELIMINARY DESIGN
REMARKS
SITE LAYOUT OPTIONS
9/24/2012
75% DESIGN
IN PROGRESS SET FOR CLIENT
10/8/2012
10/30/2012
90% DESIGN
92% DESIGN
REGULATORY REVIEW
REGULATORY REVIEW
''kpprowed Siomwatar Pa =it 0ocurnentst
Gonstructior� in accordance with "iese documents is
required by tnQ stormwater permit. North Carolina
rules require that the sh rrrrwa:,;r-ystei.-i designer
Inspect during construction; cerilty comtormity with the
plans and spra4s; anc' certi oompkante with the
�93rrawater ruffs ( 15A NC14C 2F! 1908 i j 11
Permit #ki 2r1 _O_d S _ Date
raa � � tYC D;; ision ct 1 ater Gto*y
Revising, iTare-_ - - -
N:
PREPARED BY:
5C:ALLSIGI`I
NCsII\IRS
104 Gillespie Street
Fayetteville, NC 28301
P h : 910.486.0700 Fax: [phone]
www.callsignengineers.com
NC Firm License No. C-3485
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PROJECT DESCRIPTION
THIS PROJECT INVOLVES THE SITE IMPROVEMENTS AND CONSTRUCTION OF A NEW TWO-STORY
MEDICAL OFFICE BUILDING ON A CLEARED 1.5 ACRE TRACT AT THE NORTHEAST CORNER OF
BROCK ROAD AND US 401 IN HOKE COUNTY, NORTH CAROLINA.
SITE IMPROVEMENTS FOR THE SITE WILL INCLUDE A TWO-STORY MEDICAL OFFICE, PAVED PARKING
LOT, AND STORMWATER MANAGEMENT FACILITIES FOR THE SITE. THE SITE IS 1.5 ACRES AND
CONSTRUCTION FOR THE IMPROVEMENTS WILL IMPACT APPROXIMATELY 1.5 ACRES OF THE SITE.
BECAUSE THIS CONSTRUCTION DISTURBS MORE THAN 1 ACRE, EROSION AND SEDIMENTATION
CONTROL AND STORMWATER PERMITS FROM NC DENR WILL BE REQUIRED.
SPOIL MATERIAL FROM THE EXCAVATED AREAS WILL BE REMOVED AND DISPOSED OF AT AN APPROVED
OFF -SITE LOCATION. THE CONTRACTOR SHALL APPLY FOR AND OBTAIN ALL DISPOSAL PERMITS AS
REQUIRED BY LAW.
HARDWARE CLOTH 6 GRAVEL INLET PROTECTION AND TEMPORARY SEDIMENT FENCE MEASURES WILL
BE PLACED AS REQUIRED AND AT STRATEGIC LOCATIONS TO INHIBIT THE FLOW OF STORMWATER RUNOFF
ONTO THE SITE AND PROHIBIT THE FLOW OF SEDIMENT OFF SITE.
A SEDIMENT SKIMMER BASIN WILL BE TEMPORARILY INSTALLED AT THE AREA SHOWN FOR FUTURE USE
AS THE SITE'S STORMWATER BIORETENTION BASIN AT THE SITE'S SOUTH SIDE. DURING CONSTRUCTION, THE
AREA WILL BE USED AS A SKIMMER SEDIMENT BASIN, AND ONLY AFTER THE MAJORITY OF THE SITE HAS BEEN
STABILIZED, WILL LATER BE CONVERTED TO THE BIO-RETENTION BASIN.
SOILS
THE SOILS AT THE SITE ARE CLASSIFIED AS FACEVILLE LOAMY SAND. THE DRAINAGE CLASS IS DESCRIBED AS
"WELL DRAINED" WITH A DEPTH TO WATER TABLE OF MORE THAN 80 INCHES. THE SOILS ARE IN HYDROLOGIC
SOIL GROUP B WHICH HAS A MODERATE INFILTRATION RATE WHEN THOROUGHLY WET. THE CAPACITY OF THE
MOST LIMITING LAYER TO TRANSMIT WATER (KSAT) IS LISTED AS "MODERATELY HIGH TO HIGH (0.57 TO
1.98 IN/HR).
IN ADDITION, AN EVALUATION OF THE SOIL PROPERTIES AND HYDRAULIC CONDUCTIVITY WAS CONDUCTED ON
SITE BY A LICENSED SOIL SCIENTIST. TWO BORINGS WERE ADVANCED TO DEPTHS OF 8 AND 10 FEET. SEASONAL
HIGH WATER TABLE (SHWT) WAS ENCOUNTERED AT DEPTHS RANGING FROM 90 TO 112 INCHES BELOW THE
GROUND SURFACE. TWO COMPACT CONSTANT HEAD PERMEAMETER (CCHP) TESTS WERE CONDUCTED AT DEPTHS
OF 2.0 FEET ABOVE THE SHWT LEVEL THE MEASURED KSAT RATES RANGED FROM 0.146 TO 0.220 INCHES PER HOUR
PLANNED SEDIMENTATION AND EROSION CONTROL PRACTICES
1. SEDIMENT FENCE: DESCRIPTION, CONSTRUCTION SPECIFICATIONS, AND MAINTENANCE AS PER DETAIL(S).
2. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE: DESCRIPTION, CONSTRUCTION SPECIFICATIONS, AND
MAINTENANCE AS PER DETAIL(S).
3. HARDWARE CLOTH 8 GRAVEL INLET PROTECTION: DESCRIPTION, CONSTRUCTION SPECIFICATIONS, AND
MAINTENANCE AS PER DETAIL(S).
4. SKIMMER SEDIMENT BASIN: DESCRIPTION, CONSTRUCTION SPECIFICATIONS, AND MAINTENANCE AS PER DETAIL(S).
5. FERTILIZING, SEEDING AND MULCHING: TO BE INSTALLED AS PER TEMPORARY AND PERMANENT SEEDING
SPECIFICATIONS. SEE SEEDING SPECIFICATIONS ON THE CONTRACT DOCUMENTS. REFER ALSO TO
SECTIONS 6.10 AND 6.11 OF THE NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL.
MAINTENANCE: RESEED AND MULCH AREAS WHERE SEEDING EMERGENCE IS POOR, OR WHERE EROSION
OCCURS, AS SOON AS POSSIBLE. DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE.
EXISTING CONDITIONS SURVEY
SITE COORDINATE CONTROL AND EXISTING CONDITIONS SHOWN FROM A
TOPOGRAPHIC SURVEY OF THE PROPERTY PERFORMED IN AUGUST 2012 BY:
STROTHER LAND SURVEYING
FIRM NO. F-0505
LELAND D. STROTHER P.L.S. L-2768
120 EAST ELWOOD AV9NUE
RAEFORD, NORTH CAROLINA 28376
PHONE: [phone]
EXISTING
SITE LEGEND
. ; r
CURB & GUTTER
CATCHING CURB (& GUTTER)
PAVEMENTS
PAVEMENT SAWCUT LINE
NEW "STANDARD DUTY" ASPHALT PAVEMENT
NEW CONCRETE PAVEMENT
EXISTIN
EROSION CONTROL REGULATION
1. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL CONFORM TO THE REQUIREMENTS OF THE
NORTH CAROLINA ACT OF 1973 AND LOCAL EROSION AND SEDIMENT CONTROL REQUIREMENTS.
2. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE PROVIDED AS SHOWN ON
THE PLANS OR AS DIRECTED BY THE ENGINEER. TEMPORARY SEDIMENT CONTROL DEVICES MUST
BE INSTALLED TO THE EXTENT POSSIBLE PRIOR TO INITIATION OF GRADING AND EXCAVATION. THE
DEVICES MUST BE MAINTAINED AT A MINIMUM OF 50% OF THE ORIGINAL SEDIMENT STORAGE CAPACITY
AND MAY NOT BE REMOVED UNTIL THE AREAS THEY SERVE HAVE BEEN STABILIZED.
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
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.
4. 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.
5. ALTHOUGH THE GENERAL STATUTES DESCRIBED IN NOTES 3. AND 4. STILL APPLY, EFFECTIVE
AUGUST 3, 2011, THE NC DIVISION OF WATER QUALITY NPDES GENERAL PERMIT FOR CONSTRUCTION
ACTIVITIES (NGC010000) REQUIRES THAT GROUND STABILIZATION OF DITCHES, PERIMETER AREAS, AND
SLOPES 3H:1V OR STEEPER SHALL BE ACHIEVED WITHIN 7 DAYS OF TEMPORARY OR PERMANENT CESSATION
OF LAND DISTURBING ACTIVITIES. GROUND STABILIZATION OF ALL OTHER AREAS SHALL BE ACHIEVED
WITHIN 14 DAYS OF TEMPORARY OR PERMANENT CESSATION OF LAND DISTURBING ACTIVITIES.
MAINTENANCE PLAN
1. ALL EROSION CONTROL PRACTICES WILL BE CHECKED DAILY FOR STABILITY AND OPERATION AND
FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM SEDIMENT CAPTURING MEASURES WHEN IT BECOMES ABOUT 0.5 FT DEEP.
SEDIMENT CAPTURING MEASURES WILL BE REPAIRED AS NECESSARY TO MAINTAIN ADEQUATE BARRIERS
AND SEDIMENT STORAGE.
3. ALL UTILITY TRENCHES ARE TO BE PROTECTED FROM WATER INFILTRATION.
4. SPOIL PILES ARE TO BE CONTAINED AT ALL TIMES.
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO THE
SPECIFICATIONS TO MAINTAIN A VIGOROUS, DENSE VEGETATION COVER. IF SEEDING FAILURE OCCURS,
THOSE AREAS SHALL BE RESEEDED WITH ANNUAL VEGETATION, SUITABLE FOR THE TIME OF YEAR FOR
TEMPORARY STABILIZATION AND PREPARED FOR PERMANENT SEEDING. SEEDING AND MULCHING WILL BE
IN ACCORDANCE WITH THE ATTACHED SPECIFICATION.
CONSTRUCTION SEQUENCE
1. THE CONTRACTOR SHALL NOTIFY THE ENGINEER SEVEN (7) DAYS BEFORE COMMENCING ANY LAND DISTURBING
ACTIVITY. INSTALL APPLICABLE EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO THE ONSET OF ANY
LAND DISTURBING ACTIVITY.
2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE(S), INLET PROTECTION AND SEDIMENT FENCE AS SHOWN ON
DRAWINGS OR AS REQUIRED. CLEAR ONLY AREA REQUIRED TO INSTALL EROSION CONTROL DEVICES.
3. INSTALL SKIMMER SEDIMENT BASIN AS SHOWN ON DRAWINGS OR AS REQUIRED. CLEAR ONLY AREA REQUIRED
TO INSTALL EROSION CONTROL DEVICES.
4. CLEAR AND PERFORM EARTHWORK TO ESTABLISH SUBGRADE FOR THE PLACEMENT OF BUILDING PAD AND
PAVEMENTS. PLACE AND COMPACT SELECT MATERIALS, AND PAVEMENT BASES.
5. CONSTRUCT MATERIALS TO TOP OF FINAL SURFACE COURSE.
6. INSTALL LANDSCAPING VEGETATION, TOPSOIL, SEED OR SOD AND FERTILIZE AREAS TO BE VEGETATIVELY
STABILIZED AS APPROPRIATE AS GRADES ARE ESTABLISHED.
7. MAINTAIN ALL EROSION CONTROL MEASURES AS NEEDED.
8. PROVIDE TEMPORARY OR PERMANENT SEEDING AFTER CLEARING AND GRUBBING OPERATION IF THE AREA IS
TO REMAIN UNDISTURBED FOR MORE THAN 14 DAYS (7 DAYS ON PERIMETER AREAS AND SLOPES 3:1 OR GREATER).
9. CONTRACTOR SHALL INSPECT ALL DEVICES DAILY AND AFTER EVERY RAIN AND SHALL MAINTAIN THE DEVICES
ACCORDING TO THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
10. PRIOR TO CONSTRUCTION AND CONVERSION OF SEDIMENT BASIN TO BE USED AS A STORMWATER MANAGEMENT
FACILITY, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF TRAPPED SEDIMENT AND CONFORM TO REQUIREMENTS
UNTIL ESTABLISHMENT OF STABILIZED SURFACES.
11. AFTER DISTURBED AREAS ARE STABILIZED, THE CONTRACTOR SHALL REMOVE THE TEMPORARY DEVICES AND
PROPERLY DISPOSE OF THE TRAPPED SEDIMENT. CONTRACTOR SHALL STABILIZE THE AREAS DISTURBED DURING
THE REMOVAL OPERATION BY PLACING PERMANENT VEGETATION IN ALL DISTURBED AREAS.
UTILITIES LEGEND
COMMUNICATIONS
OHC OVERHEAD CABLE LINE
UGC UNDERGROUND CABLE LINE
r TELEPHONE LINE
FO FIBER OPTIC/TELEPHONE LINE
G
V
NATURAL GAS
NATURAL GAS MAIN
NATURAL GAS METER
POWER/ELECTRIC
OHE OVERHEAD ELECTRIC LINE
UGE UNDERGROUND ELECTRIC LINE
if &. UNKNOWN ELECT I C LINE
PP POWER POLE
>Q AREA LIGHT/LUMINAIRE
SANITARY SEWER
190 C
SS PIPE--'-SS---
SITE IMPROVEMENTS
® MANHOLE %d
CO CLEANOUT Coo
BUILDING/STRUCTURE
STORM DRAINAGE
SIGNS F SD STORM PIPE SD
CB 0 0 ❑® CATCH BASIN, DROP INLET, 0 IN
TOPOGRAPHYZQRADIN OPEN -THROAT INLET
291 GROUND/GRADE CONTOUR (MINOR) 291 QD STORM MANHOLE QD
STORM OUTLET/ENDWALL
�- -M-•- GROUND/GRADE CONTOUR (MAJOR) 291
300.55' 296.9 WATER
SPOT ELEVATION
w --- WATER MAIN w----�----
VEGETATION FIRE HYDRANT ASSM.
TREELINE/WOODSLINE
H � VALVE N
Q WATER MANHOLE O
ADIL STAND ALONE TREE OR BUSH O o WATER METER
EROSION CONTROL LEGEND
TEMPOBARY
-LOC---
SF
kwMINNNININH FA NIENi
r_1
LIMITS OF CONSTRUCTION
SEDIMENT FENCE
DIVERSION
DITCH/SWALE
TEMPORARY CONSTRUCTION
ENTRANCE
INLET PROTECTION
SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER PHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE BELOW*).
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6. THE LIME AND FERTILIZER WILL BE WORKED INTO THE TOP 2 TO 4 INCHES OF SOIL PRIOR TO SEEDING.
7. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
8. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF
POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
10. CONSULT STATE INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
*APPLY: AGRICULTURAL LIMESTONE - 70 Pounds/1000 Square Feel or 1.5 Tons/ACRE
FERTILIZER - 850 Ibs/ACRE or 20 lbs/1000 Square Feel-10-20-20
SUPER PHOSPHATE - 500 ibs/ACRE - 20% ANALYSIS
MULCH - 4000 Ibs/ACRE - SMALL GRAIN STRAW
ANCHOR - ASPHALT EMULSION AS REQUIRED.
SOD & SEEDING SCHEDULE
Im rTE
PERMANENT SOD
Common Bermudo
(Cynodon Doclylon)
PERMANENT SEEDING
September 1 - February 28 Soft Red Winter
Wheal (Triticum Spelta). NO RYE GRASS
50
Ibs/acre
Common Bermuda
(Cynodon Doclylon), hulled
25
Ibs/acre
Common Bermuda
(Cynodon Doctylon), unhulted
25
Ibs/acre
March 1 - August 31 German (Selario
Ilalica),
50
Ibs/acre
Brown Top (Selario
Itafic0), or
Fox Toil Millet
(Broeh(orio Romosum).
50
Ibs/ocre
Common Bermuda
(Cynodon Doctylon), hulled
April 15 -June 30 Common Bermudogross 30 ibS/acre
TEMPORARY SEEDING •
September 1 - February 28 Soft Red Winter Wheat (Triticum Spella). ND RYE GRASS 120 Ibs/acre
March 1 - August 31 German (Selario Ilolico), 65 Ibs/ocre
Brown Top (Selario Italico), or
Fox Toil Millet (Brachiario Ramosum).
STRAW MULCH: 4,000 POUNDS PER ACRE. THE GROUND SHOULD BE COMPLETELY COVERED WITH NO BARE SPOT LARGER
THAN A OUATER, THEN TACKED WITH EMULSIFIED ASPHALT.
*TEMPORARY - RESEED ACCORDING TO OPTIMUM( SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOY
TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE MOWING.
ABOVE SEED MIX BASED ON FAYETTEVILLE/FORT BRAGG SEED MIXES. CONSULT THE REGIONAL STATE EROSION CONTROL
OFFICER FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE
ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS
ARE POSSIBLE.
1��:�,�,LI►�1�►rq
TABLE OF STANDARD ABBREVIATIONS
APPX.
APPROXIMATELY
P.G.
PAGE
BLDG.
BUILDING
P.P
POWER POLE
CB
CATCH BASIN
R. RAD.
RADIUS
C&G
CURB & GUTTER
RCP
REINFORMI) CONCRE1E PK
CONC
CONCRETE
REQ'D.
REQUIRED
DB
DEED BOOK
R/W
RIGHT-OF-WAY
DIP
DUCTILE IRON PIPE
SD
STORM DRAIN
E
EAST, EASTING
SF
SILT FENCE
EA.
EACH
SO. FT., SF
SQUARE FEET
EL., ELEV.
ELEVATION
SS
SANITARY SEWER
ELEC.
ELECTRIC
STA.
STATION
EX., EXIST.
EXISTING
STD.
STANDARD
FES
FLARED END SECTION
SW
SIDEWALK
FF
FINISHED FLOOR ELEVATION
TBC
TOP BACK OF CURB
FT.
FOOT, FEET
TEL.
TELEPHONE
HC
HANDICAP
TRANS.
TRANSITION
HYD.
HYDRANT
TYP.
TYPICAL
INV.
INVERT
W/
WITH
L.F., LF
LINEAR FEET
WV
WATER VALVE
MAX.
MAXIMUM
MH
MANHOLE
MIN,
MINIMUM
MISC.
MISCELLANEOUS
N
NORTH, NORTHING
N/A
NOT APPLICABLE
NO.
NUMBER
GENERAL NOTES
1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARDS
AND SPECIFICATIONS OF HOKE COUNTY, NC AND THE
THE NORTH CAROLINA DEPARTMENT OF TRANSPORATION UNLESS
OTHERWISE NOTED.
2. UNSUITABLE MATERIALS SHALL NOT BE USED AS FILL AND SHALL BE
DISPOSED OF OUTSIDE THE PROJECT LIMITS AT THE CONTRACTOR'S
EXPENSE. CONTRACTOR IS RESPONSIBLE FOR PERMITTING AND FEES
FOR DISPOSAL.
GRADING, ROADS, & SIDEWALK
1. ALL SELECT AND BORROW MATERIAL SHALL MEET CRITERIA SET FORTH
BY SECTIONS 1016 AND 1018 OF THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION'S STANDARDS AND SPECIFICATIONS FOR ROADS AND
STRUCTURES.
2. UNLESS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS ALL MATERIALS
AND CONSTRUCTION METHODS FOR ROADWAYS & STORM DRAINAGE
IMPROVEMENTS SHALL CONFORM TO THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION STANDARDS 8 SPECIFICATIONS.
3. CONTRACTOR SHALL PLACE AND COMPACT FILL MATERIALS FOR THAT
PORTION OF THE FILL UNDER PARKING AREAS, DRIVEWAYS, CONCRETE
PADS, AND SIDEWALKS, COMPACT TO A DENSITY OF NO LESS THAN 95
PERCENT OF THE MAXIMUM STANDARD PROCTOR DRY DENSITY AS
DETERMINED BY AASHTO METHOD T99. OTHER FILL MATERIAL SHALL BE
COMPACTED TO A DENSITY OF NO LESS THAN 90 PERCENT OF THE MAXIMUM
STANDARD PROCTOR DRY DENSITY AS DETERMINED BY AASHTO METHOD T99.
4. CONTRACTOR SHALL INSTALL ALL MATERIALS FOR BUILDING PAD(S) IN
ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS (BY OTHERS) AND
IN ACCORDANCE WITH APPLICABLE BUILDING CODES.
DRAINAGE
1. DEWATERING: THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND
MAINTAIN AMPLE MEANS AND EQUIPMENT WITH WHICH TO REMOVE
AND PROPERLY DISPOSE OF ANY AND ALL WATER ENTERING THE
EXCAVATION OR OTHER PARTS OF THE WORK AND KEEP ALL EXCAVATIONS
DRY UNTIL SUCH TIME AS PIPE LAYING AND GRADING IS COMPLETED. NO
WATER SHALL BE ALLOWED TO RISE AROUND THE PIPE IN UNBACKFILLED
TRENCHES NOR SHALL IT BE ALLOWED TO RISE OVER MASONRY UNTIL
THE CONCRETE OR MORTAR HAS SET (MINIMUM 24 HOURS). ALL WATER
PUMPED OR DRAINED FROM THE WORK SHALL BE DISPOSED OF IN SUCH A
MANNER AS TO PREVENT SILTATION AND EROSION TO ADJACENT PROPERTY
OR OTHER CONSTRUCTION.
UTILITIES
1. ALL PIPE BEDDING SHALL BE CLASS "C" UNLESS OTHERWISE DIRECTED
BY THE ENGINEER.
2. ALL STORM DRAINAGE PIPES SHALL BE RCP CLASS III UNLESS OTHERWISE
NOTED ON THE PLANS.
3. THE ENGINEER AND THE CONTRACTOR SHALL INSPECT ALL EXISTING PIPES
USED IN THE FINAL DRAINAGE SYSTEM AND AGREE ON THE CONDITION OF
THE PIPES PRIOR TO CONSTRUCTION. IF DAMAGE OCCURS TO THESE PIPES
DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
THE REPAIR OR REPLACEMENT OF THE PIPE(S).
4. THE CONTRACTOR SHALL CONTACT THE LOCATOR AT 811 OR 1-800-632-4949
BEFORE COMMENCING ANY WORK. THE CONTRACTOR SHALL VERIFY THE
LOCATION OF ALL UNDERGROUND UTILITIES WHETHER INDICATED ON THE
DRAWINGS OR NOT. THE CONTRACTOR WILL ASSURE THE PRESENCE ONSITE
OF A REPRESENTATIVE OF THE GAS COMPANY WHEN WORKING IN THE VICINITY
OF ANY GAS MAINS.
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FOR COINS TRUC T ION
NO. DATE DESCRIPTION
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r41
DATE: OCTOBER 30, 2012
CSE PRO!. er RUB-0003
DRAWN JBR
DESIGNED JBR
CHECKED GAR
PROM. MGR. GAR
RAINBOW PEDIATRICS
RAEFORD, NC
PROJECT STATUS
92% DESIGN - REG. REVIEW
GENERAL NOTES
& LEGEND
G-2
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I L) t+- PSL
"In 44�0110"l

_i_ �� < .:1 ,..: a �;. L: �__ .. _ r_. c_'•t��..___ __ S__.__ �.�. �._ _� �. ._... �—._ � i.' - � _ - �� � F � �_ _f. _. - _. �a'4r<.� —. _ _'%i�
ift
Storm drab bactim box
Cover Er.-25,1,47'
Invert EL-249.94'
10, x 70'
SITE LINE ESMT'
32' RCP
Outlet El.-24IR81' _
E4-nag
10' X 70'
SI TE L INE ESMT.
too
PARACLETE PLAZA OM ERS ASSOCIATIav
DB 782, PG. 247
R/W
R/W
"'N
Paraclete Drive I
so' PWrore R/w
W r of
8625829'
I I lowest El.-252.21 `
Tr
II
I�I
I
I
I`I Top of hood El.=256.25'
Inlet El,-25A85'
ICI Invert EY.-251.66'
R/W IR/W
R/W
- /
/
N89
+�
� �
t
�
R/W R/W
Ere
io'7+r4T
n
„
Control Carter: M $tote PW* CoordiFeates MMXW2011)
1* 466. 801 14S Survey Ft.
r
/
E. I Z7,73&735 U.S Survey Ft.
A -_ 38.011 �'
1 R= 25.00'
+Ei-23Q�3'
1
Elev. 2!d 73 NA MW
CB: = N 45°1'54" E
+a-2s�►x'
+E4=2ssr
+-r.a'
j Ch d. = 34. 45 k,.�
+a-25&X
+E4-251r
I
LOT 2, 2.043 ACRES
\
"PARACLETE REAL ESTATE HOLDINGS, LLC"
I
CABINET 3, SLIDE 3-56, A14P 002
\i
\
Yf I
LOT 1, 1.531 ACRE
-
I
nsxx E DRIVE INVESTAENTS,
LLC
DB 972 PG 306
I
PIN: 4.46-6020-1300
`
\
\
\
LEGEND
\
\
\
,
I
�'o
EIR - existing iron rod
+ -ems,
+Ea -Mr
\
l
SIR - set iron rod
NCGS - North Carolina Geodetic Survey
~
\
\
+tx-2341'
tw
I
WV - water valve
WM - water meter
FH - fire hydrant
ti
EI -Elevation
I I \ 1 SSAH - sanitary serer manhole
I ! \ \ +A-25 r • ,/ I SD storm drain
i� U RCP - reinforced concrete pipe
I � \ \ \ o � EP -TOB-edge of pavement
+A-�,. \ BC - back of curb
Itop of bank
wv \ \+Ek-23��' I SP or s4DPT - shoulder point
Existing Site Conditions Survey for
Rainbow Pediatrics
I \ \ Lot No. 1,
L _ McL ouch 1 in Township, Hoke County
North Carolina
Dole: August 20, 2012
\ +-2� \ Strother Land Surveying
-2s�ls \ +� Firm No. F-0505
O� +Et-231,6' \ ` Leland D. Strother, P.L.S. L-2768
ct 1 I I \ 120 East Elwood Avenue
Sc� !d \ Raeford, North Carolina 28376
0 2 +E4•?Sr,7' \ , Phone: [phone]
----- ----.--- ----.,...-.- � ` ---- -A`J------------------'----- ----- \ ___---------- - ----------- ------ -
-- - 1�; +Ex-?Sl3' -- .� -- �---------_ ---—— - - - --
-
��
Luff*M River Electric M&Mbarsr►4P CorporObb" \ +Ei-232.6'
Transmission line Right of Mtoy / Eosenenl \
25' eoch side o/ centerikV of tfonsmission line \
�\ • ��' as 694, PqA 951-952 1 ffI
ONE CENTERLINE OF OVERHEAD TRANSMISSION L INEOIHE 0
a -Haas 32' - _
►NLET EL. �``� '�- �— �- �- ! 2s0
2-4-17
RIW
16
2189 4 �'+�j ,.�3'`�
45
--—————— —— —— —— — — — ---—-------- ���— -- -- -- ---~~ --~ �~~ ~
—_
EL-2saa2 \ � FO
BOUARDS� FIELD VERIFY BEFORE- ANY IFO
rw W
•; r - I APP)F L oaT o f 12-r'-"wA rEER T-mi"- w w—
SS SS-- L__ PER HOKE COLNTY UTIL I TIES
Son;tory sewer MH 12"0 SANITARY SEWER I ~T'- SS= SS
SS SS— �rE i-2'2a.s9' 1 I so.lreor seer ►u�r
250 — -- ��. ..�... _� 250Rrn E1- 249.27'
M vwt E►. - 2M 98'
Sanatory sewer
Rim Ex - 25a 96' IE4—
Anvert EJ.- 257.72' Ex-2=4 E4-
U.S. Hwy. No. 401
(XC DWI. o1 Trofm Phoj ►Me► al"20-W) I
14 GRAPHIC SCALE
II 20 0 10 20 40
(IN FEET)
AS SHOWN
T—
o
I— (y)
�W00
AWN
00c()
Z
V
Z W W
O��
LU
o UW>
w M—iLU
W
a UW
06
X W U)
w
z Lo LL
O
0
0
rn
CR L
00 0 dam'
"" o c�
o r- N U
�''00a)6
a) N IJ_ E Z
WUoC �
Z o C U
�CL O m
N-(OND
q)�mE
— � 0 U L
N LL
0M� U
r LL a. Z
L•l
N
jib
W
I■tl
SEAL
EXISTING CONDITIONS
SHOWN ARE BASED ON
A TOPOGRAPHIC SURVEY
AS PERFORMED BY
STROTHER LAND
SURVEYING
NOT RELEASED
FOR CONS TRL C T ION
NO.
DATE
DESCRIPTION
tpp,ttrsr , «, +n. ea,e.nt.
woln. as m t�ilrrnf M WVlM is 1MNlp/d amx iQ I p�lfte
Olrom are el tot far rlich if .as orfoorr,A. MuM of ale
tWOW rslla= am tnli �M wlllydA wlteen WflowlMlen atl
4Z,l�lft CQlf, "COlfliirW4, piIMown: 91"as
w :9l"Wf
DATE OCTOBER 30. 2012
CSE PRDJ- 0 RUB-0003
DRAWN JBR
DESIGNED JSR
CHECKED GAR
PROD • MGR. GAR
RAINBOW PEDIATRICS
RAEFORD, NC
PROJECT STATUS
92% DESIGN - REG_ REVIEW
EXISTING
CONDITIONS
VX-0 1
14 1 4�- V9
T!7r i -rT-r T A +T.T r +.:7' i - h t• "—T*—��'�.r rrrt{ry Tr —�"�. Ti-1

'?f
Storm drorn pnctrar box
t:ov.r EL .254.47'
Invert Ei-249,94'
10' X 70'
SITE LINE ESMT.
32" RCP
Outlet E1-=24981'
fl �
if }
II y
II j
f 10' X 70'
SI TE L INE ESMT.
$ I I 10* _i R/W
;f 1
Ell
II
II
II �--
II
fl
f!
�r
W
W
Z 0
a
PARACLETE PLAZA OWNERS ASSOCIATION
DB 782, PG. 247
R1W
Paracfete Drive
50• Fr-4ate R/W
R/W
MTop of hood El -256 29'
Inlet El•-255.86•
Ilavert E1,-252.21'
IvJ'I Top of hood El -256
I �I rrrrct Er. -25 '
�I rn - 251.66 `
I I _
N89 23�46 E 247.35EAR
ra • 7 1' _ 1
14 �
.� �,°
DRAINAG
lI•CC�SrS — -
EASEMENT
13
2' WIDE CURB CUT
IL
AND CON RETE
p� FLUME ( EE GRADING
PLAN AN DETAILS)
_ t6 4QIf 24r
a - 38.01,
R= 25 00'
50
Ch d . = 34. 4
-9-'';- TYP:.:
24 CURB
S'' "GUTTER;,. ,TYP : ; ..; ASPHALT:
_ . PAVEME-N�T.; TYP.; ,A -
,Q�- _,... 8 GUTTER,'. TYP.:, I _
I
2' ` CONCIRETE . - -
° - RIBBON• -CURB'--'' =
12 BLDG 5' WIDTH
CONCRETE
TO TBC SIDEWALK ::: . CAA' !4q !-
i 28.' : BLDG FACE"
8t' (NW. LOT 1, 1.531 ACRE 'TO LOT L ;
72 PARKING PURDUE DRIVE INVEST T e : �Q,: DRAINAGE,
STALLS DB 972, PG 308 r 'ACCESS - X
PIN: 4946-6020-1300
.EASEMENt
WHEEL
S.T{3PS
ASPHALT
_ '=RAVEMENr,-TYP-.- is
co :9 I k :
5' BLDG Two STORY 10 : ' 20 24 2� 24-'. lBi
TO TBC 13 000 SF BLDG r - _ '.:
(6600 SF PER STORY) ' ':i.- BB(XVCCU -
5' WIDTH
: CONCRETE WHEEL
SIDEWALK STOPS : %I . I. , .
10' R I 1 =
R
�G p
� � : .:R�� - - - , - •-' . "-- VAN --. - . -- . - . - - y - ��Q+ p, �S�,�N . - -_ -.. _ - � _ ." ' - - -: - -
mp
TYP:. :
" --24
gS�HAL T% - 8 r. GUTTER' TYP
R1W
RAVEMENT;TY2 - 2' WIDE CURB
CUTS AND CONCRETE
FLUMES (SEE GRADING
Z PLAN AND DETAILS)
-_.----._..._.----_.._:.._.....,.--_:..---.-..._...-....__..-----------------------------------`
I ?� Lumbee River Electric vembershrp Corporation
Tronsmissian line Right of tray / Easement CONTROL PLAN (LL-VI).
25' each side of centedinee of transmission line
• U-B, 694, Pgs. 951-952 3. SITE AND BUILDING LIGHTING SOURCES SHALL BE DESIGNED AND
CONSTRUCTED SO AS TO COMPLY WITH HOKE COUNTY ORDINANCES.
OJr�' D� 32" RCP D� CENTERLINE OF OVERHEAD TRANSMISSION LINE 01HE
PP OHE pkc AGE- OHE OHE
INLET EL.
1— = 243.71y
EiR
3z R� � ._ R/W R/W R/W
measured
S89°24'47"W 215.23'
--—————————————— — — — — —— ---------.------.._.._...---..,..:---------------------------—.--------...._...--.--------_._--_..,.------_..—.----------------- •---——----——----
APPX. LOCATION OF F7BER OP71C CABLE AS PER 32" RCP
BaLARDS; FIELD VERIFY BEFORE ANY EXCAV 170iv I I Inlet EI,=24379' f-a FO F0 —
nun.n R, W F p FO
FO W W
i APPX. LOCATION 12" WATER LINE
PER HOKE COUNTY UTIL I TIES
SS $anti£ y sewer
a 1rN SS 12" 0 SANITARY SEWER SS I I SS
SS Invert El,- 236.89' I I Sanitary Sewer Mri
Rim El- 249.27'
Invert E1, = 235.98'
Sanitary sewer AIH —+ I
Rim El, - 2W 96'
Invert El. = 237: 72' I 1
U.S. Hwy. No. 401
rNG Dept, of rronx Fm; ft a441036j f l GRAPHIC SCALE
I 20 o 10 20 ao
ICI
I�I
(IN FEET)
AS SHOWN
R1W R/W IR1
REMOVE EXISTING CURB 8 GUTTER ONLY
AS REQUIRED TO INSTALL NEW DRIVEWAY
ENTRANCE., TYP. TRANSITION AND/OR WIDEN
TYPICAL 241, CURB 8 GUTTER AS REQUIRED TO
TIE-IN AND MATCH TO EXISTING CURB AND
GUTTER ON PARACLETE DRIVE.
R/W
R1W
Connor Comer: EA State Aron& Cooroirrotes rrAD8,3(TOltj
N: 46C854.801 U.S; Survey Ft.
E,- 1,967.7-V.735 U,� Survey Ft.
Elev. 255.73 NAW88
L O T 2, 2.043 ACRES
"PARACLETE REAL ESTATE HOLDINGS, LLC"
CABINET 3, SLIDE 3-56, MAP 002
R/W -
PLAN NOTES:
1. COORDINATE SITE WORK WITH OTHER ASSOCIATED WORK AS
SHOWN ON THE GRADING PLAN (CG-01), STORMWATER MANAGEMENT
PLAN (BMP-01), UTILITY PLAN (CU-01), EROSION CONTROL PLAN
(EC-01) PLANTING PLAN (PL-01), AND CONSTRUCTION
SEQUENCII (G-02).
- 2. SITE, GRADING- STORMWATER MAT�iAAlEN7-#IQDZJT7LZT�' -WORK-SMALL--- -
OCCUR WITH THE LIMITS OF CONSTRUCTION AS SHOWN ON THE EROSION
cr)
ILLU00
AWN
W
W
/0
L.L
A
Z
ZWW
J
0
D-
a.
UW>
i
m
rW
w ] J
�3W
Ix L0
W L If
z 1 ! LL
0
o
o
00 In
ciOq
UM
C) 0) L-0
+•+ M X a) 0
N
NNLLCz
.5 W
w C0
) c a)
AC.No 0.-
N = (O ,(A -J
�>"CUE
en V 0 0It L
%,
' cr)U • LL
o (u � U
T.-LL a Z
o
W
W
Z
�■I
W
U)
j
SEAL
cm
' �► :.SS
00
B.
,rr4561111rip%
%0r�
w T RELEASED
FOR CONSTRUCTION
NO.
DATE
DESCRIPTION
1.1
s . roo.rrrr vim n,. era ara an wenn" a
rwern. os a< rnaNrrn,nt M amp. ra rrrrOrp,a rr,ui i0'�r n,� i�erite
aro= ad CrtON for tact rf .a W"O. o• MM M au0
1@r40K rN rpr- 0n Uri AoeugrM wr vrCrA rriwr Gumpo rmr ion Oro
0WICIr Cou Srgn Erorrr�s. #!1 Mrprr a.ruwr
ri"�rn•r so Cwf Skye EngI,= M
DATE: OCTOBER 30. 2012
CSE PROD. a RLJB_0003
DRAWN JSR
DESIGNED JBR
CHECKED GAR
PRDJ. MGR. GAR
RAINBOW PEDIATRICS
RAEFORD, NC
PROJECT STATUS
92% DESIGN - REG. REVIEW
SITE -PLAN
C S-01
q, I-T-:
��• i}�' -I 1 s �I�ir - sr �'s}�° r ti',r�+ +, y� ���ii� r�, �lA.
• r � 1 r i 's r 'r y. +ss. �s r r �. s 5 , � 'r � 1
r':}., s.� S r s ; )� :i.. •ti.; r e, i ,� ..'� i •� ��ii� its fff

_r �r• . 1 t-_`_i.}_t:.Y' :r::ii'_''_'i: Lf.
PARACLETE PLAZA OWNERS ASSOCIATION
D8 782, PG. 247
R/W WIN R/W
Paraclete Drive ` �)
50' Pelvote R/W I /
_ -ter••
if
R, 255
Mtop of hood El. -2M 29'
Inter El,-255.86'
1 I Invert EL-252.21'
1 R/W R/W
REMOVE EXISTING CATCH BASIN STRUCTURE AND
Finjet
REPLACE WITH NCDOT TRAFFIC BEARING PRECAST
DRAINAGE STRUCTURE APPROPRIATELY SIZED TO
ACCOMODATE THE EXISTING PIPE SYSTEM. FIT
CUSTOM SLAB/RISER FOR A DROP INLET GRATE TO
BE PLACED AT PRE-EXISTING CURB FLOKLINE.
SEE NCDOT STD. 840.46
ood El.=256.25'
1$255.85'
=251.66'
E 4_.
BREAK ;
254:. 5 - - t�
cy I-
y(p I55:. l
+ 7.s
® 4
53..
(NOM.
L 0 T 1 1.531 ACRE 7
PURDtE DRIVE INVEST T
: DB 972, PG 308 - : r-'A SS.
PIN: 4946-6020-1300
j ,EA MENT 1-
' .- \ I N
Z Z
co
co
Two STORY
13 000 SF BLDG
(66W SF PER STORY)
: FF = 254.0
81 ' (NOM .)
. +,
t:
V • - .. V D • • - - 6 • - . - - - '.
' -`?S
253'.8l ' . 253:8
A,- --
a
D' NOTES:
2.
R/W
R/W
R/W
LOT 2, 2.043 ACRES
"PARACLETE REAL ESTATE HOLDINGS, LLC"
CABINET 3, SLIDE 3-56, MAP 002
R/
WIN ---
COORDINATE GRADING AND DRAINAGE PLAN WITH SITE PLAN (CS-01),
STORMWATER MANAGEMENT PLANS (BMP-01 8 BMP-02) EROSION
CONTROL PLAN (EC-01), AND CONSTRUCTION SEOUEkE (G-3).
ALL SITE WORK INVOLVING EARTH DISTURBING ACTIVITIES SHALL
OCCUR WITH THE LIMITS OF CONSTRUCTION (LOC), AS SHOWN ON
THE EROSION CONTROL PLAN (EC-01).
SPOT ELEVATION LEGEND AND ABBREVIATIONS:
FF = FINISHED FLOOR ELEVATION (70P OF BLDG FINISH FLOOR SLAB)
FG = FINISHED GRADE (ASPHALT PAVEMENT OR 2�.9
FINISHED GRADE OF PROPOSED GROUND) = ��
TSw = TOP OF SIDEWALK
TBC = TOP BACK OF CURB
VEGETATIVELY STABILIZE SITE IN ACCORDANCE WITH PLANTING
PLAN (PL-01), AND EROSION CONTROL PLAN (EC-01).
PROVIDE AND INSTALL ARMORFLEX PROTECTION BLOCKFOR FLUME
OUTLETS, FOREBAYS, AND OUTLET PIPE OUTFALL. SEE BMP-01.
2 - 2' WIDE CURB
CUTS AND CONCRETE
FLUMES (SEE DETAILS)
A
I ------------------------------------
CO N ARMORFLEX BLOCK STRUCTURE No. 1 STRUCTURE No. 2
N SEE SHEET BMP-0]. 4'x4' CONCRETE BOX BASIN RISER NCDOT CONC. OR BRICK ENDWALL,
C INV. WITH TRASH RACK (SEE DETAILS) STD. 838.01 OR 838.11
r I ` p x�g = 246.3 `ncV RIM = 250.0 TOP OF WALL = 248.4
24g M 18"� RCP N I INV. 6" (W) =246.0 INV. 18" (S) =245.8
INV. 6" (E) =246.0 BOTTOM OF WALL FOOTING = 244.8
� 251 249 �(JL INV. 18" (S) = 245.9
ONE OME ` O►,(E ONE ONE ONE OHE
`, �, 1�ry-BLit; - 6-'-D-PEl3E. PIPE _251
INLET
�� ~ -L�b" (± �. APE 9 4y-N��-SRA[�
`- --- R/W
-
- _ -�' -•- �^ meow �. � '"'- '�'• � � �~ - ` �' `�` � `~ � �` ?Ap --------------------- � `cam 1 --_ - -= _- ---SEE SHEET BMP Oi. -_� 243-� ` � �� _ _ ~_�� = � ~' ~_----------
N RC
Et-25Q81 air-LaC�rlrorrreErapnceLE--PEA J� I .eN243�r' -� �� ~ �--�' FO
BOLLARDS; FIELD VER►FY BEFME ANY EX�VA RON `FO FD
FQ
- w w mac_ w w W-
I I APPX. L OCAT r"M 1 WATER Y71VE
'--- PER HOKE COUNTY UTILITIES
SS Sanitary sewer MN S 12110 SANITARY SEWER SS
25Q t r
SS ` ` `Inver 236 89'�
-�- I l Sanitary Sewer MH
Rim El, -
- 250 - ..,� Rim El- 249.27'
?50
\ Sanitary sewer bIH Invert El. _ ?35 98
Rkn El. - 250. 96 a -25Q49 -�-
invert El.- 237.72'
U.S. Hwy. No. 401
I I Ei ■TSQ63
f�l
(N, C Dept of Trarm Pepj Nay G 441038) �� I
1�1
l �I
r
Storm drain lunctAm box
Cower EL=254-47'
invert R-249 94'
32' RCP
outlet E1.-24981'
2 WIDE CURB CUT
AND CONCRETE FLUME
(SEE DETAILS)
ARMORFLEX BLOCK, I
SEE SHEET BMP-01.
13-231,1'3 I
DRAINA
KCCM 9_S
ci
--m�•------- -� 1,
CO IN
= 246.3 as
,g 2s2 252
_2;L1
250
249 1
.251 250--01-r
.249
R/W IR/W -
-----------------Fi
FO
GRAPHIC SCALE
20 0 10 20 40
(IN FEET)
AS SHOWN
T_
0
Lu
W
DWN
0 L)
r�^�Z
V
Z W W
0I'J
i
(L UW>
ul mJFW.,,
w - F-
0w
ca
cC W L0 }-
W
Z L0 LL
O
O
CR L
V 0
0 U�
T1_ v U
U)w
00
�+00 CU(DO
NN�cZ
L
V=•Nc
Zou)
Toc
1Oc)).0
coNJ
>
-(NA
'TE,
CU
pUL
� IL
u.w
0M-E U
ilia Z
SEAL
=4
r,�pr
NOT RELEASED
FOR COINS TRUC T IOW
NO.
DATE
DESCRIPTION
roo.nrr . m +rtr eanao*s one an �s or+.a
ttUYltf � an trsirtt�elf at •rwra�. Is int�rtlp Ohl ipr 11» �p,Clfic
o,rom ow tire" for rtta, if an tr,w,,. M o! ata
rqrcw rel l nm 1 thissr [ttesniiraAwii of t aau�t'°rir lntrsi aw
ttasrtt* +o tort sty- Enqu„rs,
DATE: OCTOBER 30, 2012
CSE PROJ. RUB-0003
DRAWN JBR
DESIGNED JBR
CHECKED GAR
PRDJ. MGR. CAR
RAINBOW PEDIATRICS
RAEFORD, NC
PROJECT STATUS
92% DESIGN - REG• REVIEW
GRADING PLAN
CG-01
i � . t � r 1 i � �'i *i ',1irn r.'i rf , r '.`- � �s - - � � T' a �a ',�i�'�i rr ?Yr 1' • i Yj �rr1 (!y ! � t� 'T r �i ,I
4 f i� �I+r ,f � 'r f' '!''•�' r � Ny. rl l� �'� � f l•' i•�
Huromi"

A
--�
rF�
ov
CONCRD FLUME
(SEE DETAILS) �
-lb�
ARMORFL BLOCK IN BOTTOM
AND SIDE LOPES OF FOREBAY
FOR FLUME UTLET PROTECTION
CO
6"0 PERFORATED
UNDERDRAIN PIPE
252
251•
250
249
` S rs��5? � UNDERDRA I N P�A ,'TRPPLANT I NG L
CLEANOUT, TYP . 4
250
•s
A 2' WIDTH \
CONCR. FLUME
(SEE DETAILS)
2' WIDTH CONCRETE
FLUME (SEE DETAILS)
252
25 250
250 249 '
249 ARMORFLEX BLOCK IN BOTTOM
-4'x4' PRECAST CONCRETE RISER BASIN AND FOR FLDUMESO�TLETES OPROTEAY
CBION
W/TRASH RACK (SEE GRADING PLAN,
PROFI644AND DETAILS)
CO S CO
18"0 RCP STORM OUTFACE 6110 P R�QRAT11 UNDERDRAIN
PIPE (SEE GRADING PLAN) UNDERDRAIN,PIPE CLEANOUT, TYP.
251\ 249 i
OHE OHE
„ ��Pam-. � � �. .— o
RCA' \ .� --- --� - NCDOT ENDWALL
EL. \ -- .--- _ _ .� ... 250 �c— 249 (S E•`GR7I 1�6-PNS� 250 -- "- --- -- -- --251
JI I -- -� ----- --AND-- DE -TA l-L-S) i~ --- --- ,.-- ---- -` --- ____
` - -ARMORFLEX BLOCK FOR
--PIPE eUT FAtt PROTE GT
�� �- ---= �'S` •— ____ •~-- — 2C�AVAT� Alm G1ADE-LC•3EAL�I�ED�`L AR€A -DEPRESSION ATI N S+� -- -
GRAPHIC SCALE _ --- -- -- —G �L VATIOf-S+-49W D WITF.P�PEgEND11�[�LL)TCF RFOREWTEOUTFLOW L�E" SPR DER, (BEYOND L.P `
10 0 10 20 --- DISCHARGE I 9�1`0-9l.IiS RGIE TO NCDOT I)RA I NAGE DITCH -- ' --
32 " RCP
AS SHOWN (IN FEET) ``� --� J~ Il' -J. J, # Cl — 7.4 7 711.'_
BIORETENTION BASIN - PLAN VIEW
d_
no
250
' x 4' PAECAST
CT
SIN RISVP
WITRASWH
•-c�
�►
--:
PRO TE
EX BLOCK
TIav
W
v
W
Z v
W
is
« NV. OUT
245296.0
ft
v
v
A
PROTECTION
FLEX BL OC
sc
:.
Gw'.
�.
250
242
E V
FOREB
Y
8" f TYP.
(
WISH GRADE
= 249.0)
I
OREBA Y
V
00
00"
• 0
-
—
-
8 "I RCP STORM
TFALL PI
SOIL
LAYER
I
BOTT
AEDIA
i
OF SOIL
LAYER = 247.0
CLEAAW
INV. =
6.3
2'
VERT
18110
RCP
V. = 245,
SUET T
LAYER
AINAGE
= 246.0
L6"0PERFORATED
RDRAIN B
SLe-
LAYER
kfFE
0.3X
AINAGE
CLEA
INV.
T
246.3
1
_Piwr=Z4..5
H1,
4 VERTICAL 0 2 4
10 HORIZONTAL 0 5 10
AS SHOWN (IN FEET)
242
FINISHED GRADI
(TOP OF SOD)
2' BIORETENTION SOIL MEDIA*
MIX: 85-88% SAND,
8-12%. FINES,
3-5% ORGANICS
MIN. DRAINAGE: 1 TO 2 IN/HR
RATE
WASHED SAND
4-WOVEN FILTER FABRIC
NO. 57 STONE
BASIN SECTION DETAIL (Z-Z)
NOT TO SCALE
BIORETENTION BASIN - SECTION A -A
NOTE: HORIZONTAL SCALE OF SECTION MAY BE
SKEWED DUE TO GEOMETRY OF SECTION LINE AS
SHOWN, AND IS NOT NECESSARILY TO SCALE.
SEE PLAN LAYOUT.
NOTES:
1. COORDINATE WITH GRADING AND DRAINAGE
PLAN (SHEET CG-01), AND PLANTING PLAN (PL-01).
NOTE:
THE PHOSPHORUS INDEX (P-INDEX) FOR 2. SEE DETAIL SHEETS FOR RISER CLEANOUT AND
T
THE SOILD MEDIA SHALL BE BETWEEN 10 AND 30. ARMORLOC BLOCK AND INSTALLATfON DETAIL.
3. COORDINATE AND INSTALL ARMORFLEX BLOCK PROTECTION
PRODUCT(S) IN ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS AND REPRESENTATIVE'S RECOMMENDATIONS.
WO VOLUME
TOTAL DA =
1.41 AC
IMP. AREA =
0.99 AC
I(A) =
70%
RV =
0.68 IN
R(D) =
1.0 IN
TREATMENT VOL. =
3,490 CU. FT.
TREATMENT V01_ .
PROVIDED =
41165 CU. FT.
0
�00
Go. W 00
DWN
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NOT RELEASED
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NO.
DATE
DESCRIPTION
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Wee as On 11101r1wnf of swvtao• Is Infi110o one r fps flu walfla
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aflooflanl alIIffSto Calf'ls lo9111 ers FAA eImOYI
DATER OCTOBER 30, 2012
CSE PROD. RUB-0003
DRAWN JBR
DESIGNED JBR
CHECKED GAR
PROJ. NOR. GAR
RAINBOW PEDIATRICS
RAEFORD, NC
PROJECT STATUS
92% DESIGN - REG. REVIEW
STORMWATER
MANAGEMENT PLAN
B M P-01
�D #dvUl

1_7:�._ :. . � 1. �1 r. �:.. t. .:_i._�..._ _.. �_._ _... _ _.--"�s,..r ._,� f'. -� -.. _.. ..I- -- �i: s'1 .'i _. . -�� _ �'•'s: � f. .�.�'�Ll �s �'.
i
3
4
I
3
3
3
I
3
TT
I;
STREET YARD I
PLANTINGS, TYP.
(SEE TABLE)
3
a
II
rl
II
rI
r! �
fl
I f R/W
II
rl
fr
ff
II
II
II �-
Paraclete Drive
500 Prime */w
R/W
ff
� � ti ti �
>L ti ti k ti ti
Pti
PARKING YARD
v V-ti PLANTINGS, TYP.
(SEE TABLE)
t��j0
)e,
y
V- V- ti ti
tiG u
`L `k 81 ' (NOM .)
ti lip
tiL tic.
ti z
(
tic 0 y
iC ti V- TWO STORY tiG
WC� ti< 13 000 SF BLDG
(6600 SF PER STORY) k
Co
O
,G w
-A j
W V- Co V V- V- IL V- V� ti V- VV
ti<* O
xi j %L V- %L
R/W
►� f
%L I I
tit L
I I
I I
1 I
I ;
I I
I I
I I
i
I I
I DRAINAGE I
I ACCESS I
I EASEMENT I
I I
op
I {
I I
I I
I I
I I
i I
I I
I I
i I
I I
I I
I I
I I
I I
I �
+L ti
I I
ti k J
R/W
VWIS
A
S
EA
w
MEN y -- --------------------
�3 ti ti USE GRASS SEEDING AT
a 'ARMORLOC BLOCK LOCATIONS, k
Cur-,
SEE GRADING AND BMP PLANS. ti ti
n v°° tic k ticO
CCl ►
z T E& Y tD'�
0 5 � 0 5 0 5 $ 5
jy
i 0 yp
$° o E�°T V }� 4� o -$° _j o V° j Vo J -$o j C, j $o j ° j V° j 4 j Oft
Ohr7E 14 5 V $ $ 5 5 0 0
PP01f i CIO O �i ,i ° aI ° O O O
X X X X X X j X +� y` X X X X
X X X X ti,�'�,�'9C X X X X X
1
If
I I �FO
W Fe FO W FO W FO I w w
~
ss I I ss
_SS
II U.S. Hwy. No. 401 I I
II
( C- Dept. of Tron& Pro} Ho. &4410M) I I
X#]
R/W
R/W
NOTES:
1. COORDINATE INSTALLATION OF SEED/SOD AND LANDSCAPING
VEGETATION WITH OTHER WORK AS SHOWN ON THE SITE
PLAN (CS-01), GRADING PLAN (CG-01) STORMWATER
MANAGEMENT PLAN (BMP-01), UTILITY FLAN (CU-01),
EROSION CONTROL PLAN (EC-01) AND CONSTRUCTION
SEQUENCE (G-02).
:Z:: ZZESS-O�ERWISE NOTATED EXISTING TREES AND
VEGETATION MAY BE CLEARE6 AND GRUBBED FOR
CONSTRUCTION OF THIS SITE FACILITY . CLEAR, GRUB
AANDND NDCOVER IN ACCORDANCE WITH THE EROSION
CONTROL PLAN (EC-01) AND EROSION CONTROL NOTES (G-2).
3. GRASS SEEDING SHALL BE IN ACCORDANCE WITH SOD 8
SEEDING SCHEDULE (SHEET G-02).
4. WORK SHALL OCCUR WITH THE LIMITS OF CONSTRUCTION
AS SHOWN ON THE EROSION CONTROL PLAN (EC-01).
PLANTING
LARGE TREE, SEE TABLE
SMALL TREE, SEE TABLE
X SHRUB, SEE TABLE
PERMANENT GRASS
- SOD OR SEEDING.
(COMMON BERMUDA, NOTE 3)
R/W
PERMANENT GRASS - SOD (RECOMMENDED)
(COMMON BERMUDA, NOTE 3)
Street Yards Brock Street US 401 Paraclete Drive
........_.. _..
i
Length Regrd :Provided Length Req'd Provided Length 1 Req'd Provided
Large Tree 154 3.1 0*_ _ 215 4.3 0* 247 0 0
Small Tree 154 3.1 6 215 4.3 11
.... ..... .........
Shrub 154 216 22 215 30.1 30
Parking Yard
I
Number of spaces 74 Req'd :Provided
t
Large Tree or 6
Small Tree
Shrub
Large Tree Longleaf Pine, Loblolly Pine, Red Maple !
Smal I Tree Dogwood, Crape Myrtle,
Large Shrub Camellia, Japanese Holly, English Holly, Wax Myrtle
Medium Shrub American Boxwood, Butterfly Bush, Nandina
Small Shrub Carissa Holly, Dwarf Yaupon Holly, India Hawthorne
*Note: Large trees not provided due to presense of overhead power line. Additional small trees provided as
substitute.
M
W
R/W
FO
M
W—
OHE PP
R/W IR/W
FO FO
GRAPHIC SCALE
20 0 10 20 40
O1OL--JOEL ONE
(IN FEET)
AS SHOWN
0
�M
�W00
AWN
0 QC
0��Z
ZWW
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NOT RELEASED
FOR C01VSTRUCTIOIN
NO,
DATE
DESCRIPTION
s lenr r M tM ea0*s AM Art �a irtpnttt
hwrn. a an rnttrutMN W srrtct. is InrM�ttd pal iQ nus rAot¢trrc
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sstmr�ii+otaSl k'�'Mroln
i e
rSly,E„orrwa
DATE: OCTOBER 30, 2012
CSE PRDj- RUB-0003
DRAWN JOR
DESIGNED JOR
CHECKED GAR
PROD. NOR. GAR
RAINBOW PEDIATRICS
RAEFORD, NC
PROJECT STATUS
92% DESIGN - REG. REVIEW
PLANTING PLAN
P L-01
s
r'r � r i i ! rs r ) r! i �' ' '+ � <: • r' ,GIs st �.4 �1i << s t �ln's � �
� - r l l ii s � .i � ti t .l rs, f.l i 1'fi�,=l � I •. �
,�I •1. .� it r s : �' '.4' i s s i. t, �# s�' ry_ �.I f a y -j
iLl##�� L #-6,)Otu

�'f--
1,5" TYPE S-9,5A
1,5" TYPE 1-19.08
6.0" AGGREGATE BASE COURSE
COMPACTED
SUBGRADE
NOTES:
1. SUBGRADE AND BASE TO BE COMPACTED TO REQUIREMENTS OF
NCDOT ROADWAY DESIGN MANUAL -LATEST EDITION.
2, BITUMINOUS MATERIAL SHALL CONFORM TO THE LATEST
LOCAL D.O.T. SPECIFICATIONS.
3. ALL WORKMANSHIP SHALL CONFORM TO THE LATEST LOCAL
D.O.T. STANDARDS AND PERFORMANCE SPECIFICATIONS.
ASPHALT PAVEMENT TYPICAL SECTION
N TS
CONTINUOUS LINES
EDGE LINE
YELLOW OR WHITE
DIAGONAL LINE
YELLOW OR WHITE
STOP BAR
c
N
STRAIGHT ARROW
2011
12"
1411
(TYP
WHITE
NOTES:
1. USE THE COLOR WHITE FOR ALL PAVEMENT MARKING SYMBOLS WITHIN PARKING LOTS.
2. DO NOT LOCATE PAVEMENT MARKING SYMBOLS AS TO ENCROACH INTO INTERSECTION AREAS.
3. DO NOT PLACE PAVEMENT MARKING SYMBOLS ACROSS TRANSVERSE EXPANSION JOINTS ON
PORTLAND CEMENT CONCRETE PAVEMENTS UNLESS APPROVED BY THE ENGINEER.
4. CONFORM ALL SYMBOLS TO THE FHWA "StANDARD ALPHABETS FOR HIGHWAY SIGNS AND
PAVEMENT MARKINGS." SYMBOL DIMENSIONS CAN VARY AMONG MANUFACTURERS, THEREFORE
SLIGHT VARIANCES ARE ACCEPTABLE, HOWEVER, ALL SYMBOLS ARE REQUIRED TO BE APPROVED
BY THE ENGINEER.
5. PAVEMENT MARKINGS WILL BE THERMOPLASTIC OR PAINT AS DIRECTED BY THE OWNER OR
OWNER'S REPRESENTATIVE_
PAVEMENT MARKINGS (FOR PARKING LOT) DETAIL
NOT TO SCALE
6" THICK 3,000 PS
REINFORCED CONC.
TOP BACK OF CURB (TBC)
EDGE OF ASPHALT (EOA)
REFERENCE ELEVATION
REFERENCE ELEVATION AT
(AS PER GRADING PLAN)
GUTTER/ASPHALT INTERFACE
(AS PER GRADING PLAN)
611 1 1 _(III
v
1 /2 "R
311R
311R
1 /8 "R
H
12"
11
h
•.f a--- - !: 11
1
�2e_o11
PORTLAND CEMENT
7p
CONCRETE AS PER
Y
SPECIFICATION.
Of
NOTES:
1. CONTRACTION JOINTS SHALL BE SPACED AT 10 FOOT INTERVALS, EXCEPT THAT A 15 FOOT
SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY SUPPORT FOR
THE FACE FORM CAN BE OBTAINED WITHOUT THE USE OF TEMPLATES AT 10 FOOT INTERVALS.
JOINT SPACING MAY BE ALTERED BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING.
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER
APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM
DEPTH OF 1-1/2 " SHALL BE OBTAINED.
STANDARD 2411 CURB & GUTTER
NOT TO SCALE
FINISHED GRADE TO BE
NO HIGHER THAN 2" BELOW
EDGE OF CONCRETE
6" THICK PORTLAND
CEMENT CONCRETE
AS PER SPECIFICATION.
ASPHALT PAVEMENT
COMPACTED BASE AS PER
ASPHALT/CONCRETE SPECIFICATIONS
AND/OR STRUCTURAL SECTION(S).
NOTES:
1. CONTRACTION JOINTS SHALL BE SPACED AT 10 FOOT INTERVALS, EXCEPT THAT A 15 FOOT SPACING MAY
BE USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE
OBTAINED WITHOUT THE USE OF TEMPLATES AT 10 FOOT INTERVALS. JOINT SPACING MAY BE ALTERED
BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING,
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED
METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1-1/2 " SHALL
BE OBTAINED.
2' CONCRETE RIBBON CURB AT ISLANDS)
NOT TO SCALE
6' HEIGHT WOOD
DOUBLE -SWING GATE,
PAINTED TO MATCH
BUILDING.
DUMPSTER LOCATION --J
D GUTTER,
SITE PLAN
u nL J. %in I vv uuu
ENCLOSURE, PAINTED
TO MATCH BUILDING.
DUMPSTER PAD AND ENCLOSURE DETAIL
NOT TO SCALE
FINISHED GRADE
FINAL BACKFILL PER
SPECIFICATIONS
INITIAL BACKFILL
COMPACTED IN V
LAYERS (MAX) AS
SPECIFIED
d* t SIDE CLEARANCE
Ir MAX CLEARANCE
TVP
NOTE:
FOR TRENCHES REQUIRING SHORING & BRACING,
DIMENSIONS SHALL BE TAKEN FROM THE INSIDE
FACE OF THE SHORING & BRACING.
REQUIRED BEDDING FOR
REINFORCED CONCRETE PIPES
N TS
T_
LL0
co
r
00
AWN
W
00�C)
��Z
ZWW
J
0 0-
Lu CL UW�
w m JLLI
J
w
CW
WL�
W
z Lo 1
0
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O
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l
O
co W
ccDO EcO
4T
0
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0) L v
U)
Wo
0MO(0o
cZ
4)NI.L
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~
N?0cN
a. (D9.0) ,0
(D"CUE
�
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(D
LL
o)
u
w
>%
o co _i� U
ilia. Z
SEAL
4
0 35
�Ol
W T RELEASED
FOR COINSTRUCT IO V
NO.
DATE
DESCRIPTION
s . eo�err wit" "m eawe,*a as a� �s or�nae
erwln. cog in Mate fne of ar 1 . Is the« op ant? ipr tey "Ifte
Ou'oaw and of lont far Alan It .� PrfOorad. MuN of am
l� od lI Cali�Sr���jginar Tirol Hl+or, lone"
up
1laDtlltf M Colt Slyn Flglrolrn.
DATE I. OCTOBER 30, 2012�
CSE PROD. RUS-0003
DRAWN J BR
DESIGNED JBR
CHECKED GAR
PROJ. MGR. GAR
RAINBOW PEDIATRICS
NC
kRAEFORD,
PROJECT STATUS
92% DESIGN - REG. REVIEW
DETAILS
DT-01
� =a

VARIES
PAVEMENT]MMMI[,
�: .; . • ': fi ;' `..,.�.: -
;C01VC. CURB r� GUTTER. AEA I r� y�
.• I Ih
IOo
1' FULL PORT ANGLE BALL VALVE
z WITH ONE OR TWO STEP STYLE
F COMPRESSION FOR IPS PE INLET
So 1• CC SINGLE AND FEMALE METER THREAD
cn STAIN LESS STEEL SWIVEL NUT WITH LOCK. ALL
STRAP SADDLE INSERTS SHALL BE STAINLESS
STEEL
BALL CORPORATION STOP
WITH AWWA INLETS, ONE
OR TWO STEP STYLE
COMPRESSION FOR IPS PE,
WITH STAINLESS STEEL
INSERTS.
1' IPS POLYETHYLENE PIPE P.E. 3406160 PSI/P.E. 3408
200 PSI ASTM D 1248--TYP E III
ASTM D 3350-355434 C
WATER
MAIN
TRACER WIRE
(DO NOT CONNECT TO
CORPORATION OR BANDS)
2' SOLID BRICK METER BOX BASE
a
BACK FILL
METER BOX I n BOTTOM
BRICK - OF BOX
­4 [-4 "+1.
SECTION 'A -A"
BRICK METER BOX BASE
INSET "Al'
METER BOX WITH NOTES: 1. ALL MATERIALS TO BE APPROVED BY
RECESSED AMR READING P.W.C.
LID SET 114" ABOVE GRADE 2. SERVICE LATERAL SIZE 1' IPS
POLYETHYLENE UNLESS OTHERWISE
_ SPECIFIED
3. SERVICE LATERAL INSTALLATION SHALL
EQI _ Oa BE APPROVED BY P.W.C.
w
�z 4. WATER SERVICE LOCK VALVE TO BE
LOCATED 18• FROM SAN ITARY SEWER
-__ CLEAN OUT STACK WHEN INSTALLED
IN SAME DITCH.
{ I- 5. WHEN INSTALLED IN A PAVED AREA,
METER BOXTO BESET 114"ABOVE
J I
FINISHED PAVEMENT GRADES AND
PAVEMENT FEATHERED TO TOP OF BOX
_ TO PROVIDE DRAIN AWAY FROM BOX
-* 6. C.I. METER BOXES SHALL BE USED
IN TRAFFIC AREAS SEE WAB.
12" METER COUPLING 7. PERIMETER SOLID CONCRETE BRICK
BASE NOWITH Y' FEMALE BRICK ON TH PIPE. EE IN ET "AT LAY
THREAD METER SWIVEL S. WHERE ASPHALT CURB OR STRIP
NUTX` MIPT. PAVEMENT EXIST, THE LOCATION OF
V x 7-112' SPACER FOR BOX SHALL BE AS DIRECTED BY PWC
DOMESTIC SERVICE, REPRESENTATIVE
V x 10-314" SPACER FOR 9. DISTANCE FROM TOP OF LOCK VALVE
IRRIGATION SERVICE, OPERATING STEM TO TOP OF BOX
SPACER SHALL BE SHALL BE 8' MIN. TO 10' MAX.
FURNISHED BY PWC.
10. RESIDENTIAL METER BOX SHALL BE SET
BRICK METER BOX BASE 18' FROM R1W TO CENTERLINE OF
SEE INSET'A" METER BOX PERPENDICULAR TO THE RAW.
12 GA THHN TRACER
WIRE EXTENDED INTO
METER BOX 6'AND
WRAPPED AROUND
LOCK VALVE
EQ I EQ
I SPACER SHALL BE
CENTERED
Pua►N IN METER BOX
11. COMMERCIAL METER BOX
LOCATION SHALL BE AS APPROVED
(PREFER NO METER BE INSTALLED
LESS THAN V FROM BLDG. TO EDGE
OF BOX).
12. LATERAL SHALL BE CENTERED
ON LOT UNLESS OTHERWISE NOTED.
13. LATERAL SHALL NOT BE
BACK FILLED UNTIL INSPECTED BY
PWC PROJECT COORDINATOR.
14. WATER MAIN AND LATERAL SHALL PASS
HYDROSTATIC, LEAKAGE AND
STERILIZATION TESTS (200 PSI).
15. BARB -TYPE FITTINGS ARE NOT
ACCEPTABLE
16. SHOULD IT BE NECESSARY TO CRIMP THE
WATER REPAIR CLAMP SHALL BELOLACED OA FULL CIRCLE
THE
PROPOSED 1" WATER SERVICE LATERAL
PUBLIC WORKS COMMISSION
FAYETTEVILLE, N.C.
NO.
I DATE
I REVISION
1
MAY05
ALVE CHANGE
SHEET NO.
DWG. NO. W.2
DWG. BY: PWC
WATER RESOURCES
2
SEPT05
VALVE CHANGE, ADD NOTE 16.
DATE: JULY01,20ii
APPROVED BY: J.E.G.
3
JULY06
REBATED METER COUPLING
1 OF1
ENGINEERING DEPARTMENT
2011-W2 WLAT.dwg
5' MIN. SINGLE WIDE TAPPING SADDLE WITH STRAP
AND ALIGNMENT FLANGE.
STAINLESS SEE NOTES #8,I) j 0 ON S.11
STEEL STRAP
EXTEND STACK 18" MIN. ABOVE V- 6„
GRADE WITH GLUE CAP FOR w
FLOW r*'OR6" TESTING,
ADJUST STACK TO (TYP) Z
INLET PROPER GRADE AND INSTALL cr
PERMANENT CLEANOUT CAPIL
w
ASSEMBLY 0
[--VARIES
PVC SDR-26TEE OR DI
SEE NOTE # 9 S.11
CAP SHALL HAVE 7
COVER NON TRAFFIC
TEE CONNECTION AREAS AND SHALL BE z
OPTIONAL RISER SHALL BE 4" SDR 26 PVC - SET AT GRADE IN PAVED
TAPPING SADDLE EXCEPT IT SHALL BE 4" D.I. IF THE AREAS
OPTIONAL LATERAL ITSELF IS DUCTILE IRON PERMANENT ASS'Y
NOTE: TAP SHALL BE 4 1/2" SEE CLEANOUT CAP ASS Y
FOR 4" LATERAL, AND
SHALL BE 6 112" FOR 6"
LATERAL. ORS GLUE CAP OR MJ PLUG
04E11A FOR6QT - FORAIIIRTESTING (TO
STONE SHALL BE
EXTENDED TO BED M)�, GL E00 S 11 I I I I= EXTEND SS TO R1W OR
LATERAL CONNECTION 118 AAA
FROM UNDISTURBED SOIL G- 1,101E 3 Del PROPERTY LINE (DI OR
. I-1 I I=1 11=III-III_ I= PVC, DEPENDING ON
slr I I I I 1 I -I 11-III-III-III-III- LATERAL MATERIAL)
^III-III=III-III-II1-1I1-1II---II1-111- PVC SDR262
-I 11---I I I-1 I I-1 11-II1-I 1 I-1 I I -I 11-I 11=1 11_ PIECE GASKETED
+ COMBINATION OR
THREADED SLOTTED i I 1=III-III-1 I I-III-II1HE1 1 1--III-I I I -III -I 11-�-1 I I- MECH JOINT
CAST IRON PLUG 1 11=1 I M 11=1 I I-III-II1-1 I El I I--d I M I M I I_ FITTINGS, IF D.I.
III-III-1I1-1II-! I I-1II-III-1 11-111---i 11-III-III- NOTE LATERAL. (SEE 1)
TRAFFIC CAP _ 1I1-1 I 111 Ed 11E1 11-1-11 I -I I i=l 11=1 11=1 I I=1 I E_
_
I, ,II1,
11- UNDISTURBED SOIL
THREADED CAST
IRON HUB
4" MIN.
STAINLESS
STEEL HOSE
CLAMPS 4" A.C.ID.I. TO 4" C.I.IPLASTIC
MIN. 114" THICK EPDM COUPLING
FOR SEWER SERVICE LATERAL
00 CAP ASSEMBLY NOTES SEE DETAIL SA
SEWER SERVICE LATERAL PUBLIC WORKS COMMISSION NO. DATE REVISION
(4-INCH AND 6-INCH) FAYETTEVILLE, N.C. 1 JAN 07 REVISED CONNECTION
SHEET NO. DWG. NO. S.1 Q DWG. BY: PWC WATER RESOURCES 2 JULY 08 ADDED NOTES FOR 6" LATERALS
1 OF 1 DATE: JULY 01, 2011 APPROVED BY: JEG ENGINEERING DEPARTMENT
2011-S10 resslat.dwg
SEWER SERVICE LATERAL NOTES
1.
CONTRACTOR SHALL MAKE UP STACK & SUBMIT TO
12- SLOPE AND DEPTH OF THE SERVICE LATERAL SHALL BE
ENGINEER FOR APPROVAL & SHALL SUBMIT TAPPING
DETERMINED BY THE TOPOGRAPHY OF THE LOT AS APPROVED
SADDLE IF USED TO ENGINEER FOR APPROVAL-
BY THE PWC ENGINEER OR AS INDICATED ON THE DRAWINGS.
2.
HOLE IN SAN ITARY SEWER MAIN MUST BE CUT 1MTH
13. LATERAL SHALL CONFORM TO THE 114" PER FOOT FOR THE 4" OR THE 118"
SHELL CUTTER NO HAMMER TAPS ALLOWED.
PER FOOT FOR THE B" PAINIMUM SLOPE, MAXIMU?%A CLEAN OUT SPACING
FOR 4" PIPE 75. 6" PIPE 1017.
3.
LATERAL SHALL CONFORM TO ASTM SPECS. D-3034
SDH-2ti UNLESS Q 1 HLtiWISL IN UK;A I LU AS D.I.
14, 5LL IN I tKIUK UKUF s I XU(; r Uhl: UK SLIUt, MUK I AK 6LIUh 6,
SHELF DETAIL FOR VERTICAL DROPS OF MAINS AND LATERALS.
4.
ALL PIPE & FITTINGSSHALL BE 4" OR 6-UNLESS
OTHERWISE SPECIFIED.
15- LATERALS GREATER THAN 2a DEPTH SHALL UTILIZE DUCTILE
IRON PIPE AND FITTINGS WITH CERAMIC EPDXY OR FUSED CALCIUM
5.
ALL D.L PIPE SHALL HAVE AN INTERIOR LINING OF
ALUMINATE CEMENT WITH FUSED CALCIUM ALUMINATE AGGREGATES.
CERAMIC EPDXY OR FUSED CALCIUM ALLUMINIZE
CEMENT WITH FUSED CALCIUM ALLUMINATE
16. ENTIRE SEWER LATERAL ASSEMBLY SHALL BE AIR TESTED
AGGREGATES. THE ENTIRE D.I. LATERAL SHALL BE
CONCURRENTLY WITH SEWER MAIN.
COMPRISED OF D.I. PIPE & MECHANICAL JOINT FITTINGS.
17- INDIVIDUAL LATERALS SHALL BE CLEANED AND FLUSHED PRIOR TO
6.
ALL CONNECTIONS SHALL HAVE RUBBER GASKET SEALS
FLUSHING SANITARY SEWER MAINS,
INSTALLED.
1& LATERAL SHALL NOT BE BACK -FILLED UNTIL INSPECTED BY THE PWC
7.
SANITARY SEWER SERVICE CIO STACK SHALL BE
PROJECT COORDINATOR.
LOCATED 18" FROM WATER SERVICE LOCK VALVE WHEN
IN THE SAME DITCH.
19. WYE CONNECTIONS MALL NOT BE USED TO TIE LATERALS INTO A
MANHOLE-
S.
THE CONTRACTOR MAY USE A TAPPING SADDLE WITH
STRAPS & ALIGNMENT FLANGE FOR CONNECTION TO
20. IF BENDS ARE APPROVED BY THE PROJECT COORDINATOR, STONE
PIPE (GENCO SADDLE). TAPPING SADDLES WITHOUT AN
BEDDING IS REQUIREDTO BE INSTALLED FROM UNDISTURBED (SEE
ALIGNMENT FLANGE WILL NOT BE ACCEPTABLE_ FORD-1.
DETAIL SA 2) SOIL TO BOTTOM OF BEND.
LATERALS UTILIZING A TAPPING SADDLE AN ALIGNMENT
FLANGE IS NOT REQUIRED (ROMAC OR APPROVED
21. PVC COMBINATION SHALL BE 2 PIECETEE-WYE. GASKETED, SDR26, AS
EQUAL).
MANUFACTURED BY HARCO. GPK OR APPROVED EQUAL-
9.
THE CONTRACTOR SHALL USE SDR-26 26 PVC TEE FOR
22- NO MORE THAN 4, FOUR INCH LATERALS OR 3. SIX INCH LATERALS
CONNECTION TO SDR-26 26 PVC PIPE OR D.I. TEE FOR
SHALL ENTER A 4' DIAMETER TERMINAL MANHOLE. NO MORE THAN 2
CONNECTION TO DUCTILE IRON PIPE. PVC TEE SHALL BE
LATERALS (REGARDLESS OF SIZE) SHALL ENTER ALL OTHER 4'
ONE PIECE MOLDED OR FABRICATED. TEE WYES& TWO
DIAMETER MANHOLES. ALL LATERALS SHALL HAVE AN INDIVIDUAL
PIECE TEES ARE NOT ACCEPTABLE.
TROUGH. 5' DIAMETER MANHOLES SHALL BE USED IF THE ABOVE
CONDITIONS ARE NOT MET.
10.
INSTALLATION OTHER THAN AS SHOWN MUST BE
ENGINEER APPROVED BYTHE PWC.
23. ALL LATERALS (4"AND 6") SHALL UTILIZE A 4" RISER (STACK).
11.
TAPPING PROCESS SHOW1d SHALL BE USED FOR ALL
SANITARY SEWER MAINS.
SEWER SERVICE LATERAL PUBLIC WORKS COMMISSION NO. DATE I REVISION
NOTES (4-INCH AND 6-INCH) FAYETTEVILLE, N.C. 1 JAN07 REViSEDNOTES
SHEET NO. DWG. NO. S,11 DWG. BY'. PWC WATER RESOURCES 2 JULY 08 REVISED
S 22 NOTES 4 & 8 ADDED
NOT10F1 DATE: JULY01,2011 APPROVED BY: JEG ENGINEERING DEPARTMENT
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CSE PROD. RUB-0003
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RAEFORD, NC
PROJECT STATUS
92% DESIGN - REG- REVIEW
DETAILS
Limon
DT-02

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NOTE:
MATERIAL SHALL BE
NON -PERFORATED
PVC OR HDPE
450 ELBOW--,-.,,
45* WYE -,.- /
USE AT ALL
MID -PIPE
CLEANOUTS
4!
USE AT ALL
END OF PIPE
CLEANOUTS
UNDERDRAIN CLEANOUT DETAIL
NOT.TO SCALE
GROUT
w
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NOT TO SCALE
TRASH RACK
RISER
WALL
USE A -LOCK WATER -STOP GASKET,
OR APPROVED SEALING METHOD.
CONNECTION TO TRANSITION
BETWEEN PLASTIC AND DIP
WATER
FLOW
� DIP SECTION THROUGH
RISER WALL
NOTES:
1. USE ONLY NON -SHRINK GROUT FOR
SEALING PIPE CONNECTIONS.
2. ALL UNDERDRAIN PIPE SHALL BE
PERFORATED HDPE OR PVC.
4'X4' PRECAST BOX
GRATE ELEV . ( SEE
SECTION)
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3„ CONC.
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DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE
PIPE SINGLE PIPE DOUBLE PIPE
LOC-
DIA. 15"
BARS rfX"
18"
„X„
24" 30"
"X" .,X,I
36'r 42"
„X" „X" Y*
48" 15"
.,X,. Y* "X..
18"
"X.
24" 30" 36"
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QTY. 2
2
3 3
4 4
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4 4
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2
3 3 4
4 5
2 2 3 2
4 5
77 92
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QTY. -
-
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-
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1
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TOTAL
QTY. 2
LBS. 9
2
9
3 3
14 14
5
65
2
12
2
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19 19 23
DIMENSIONS AND CONCRETE
QUANTITIES
ELEVATION
USING CONCRETE
PIPE
COMMON DIMENSIONS
SINGLE PIPE
DOUBLE PIPE
D
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B
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T
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15"
3'-3"
1'-8"
2'-9"
24"
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5'-6"
0.7
2'-2"
7'-8"
1.0
18"
3'-7"
1'-10"
3'-2"
21t"
10"
6'-4"
1.0
2'-7"
8'-11"
1.3
24"
4'-2"'
2'•1"'
4'-0"
3"
10"
8'-0"
1.5
3'-5"
11'-V
2.0
30"
5'-0"
2' 6„'
4'-7"
41i4"
111'2"
9'-21'
2.3
4'-3"
13'-5"
3.1
36"
5'-8"
2'-3rr
51-6"
43. n
111t,r
11'-0"
3.4
5'-0"
16'-0"
4.5
42"
6' 2"
3'-1"
6'-4"
51144"
1112"
12r-8"
4.5
5r-10"
18'-6"
6.0
48"
6r-9"
3'-5" _
7'-2"
_ 5%"
111/2"
14'-4"
6.0
6r-8"
21'-0"
8.0
*SEE
SHEET 3
NCDOT STD 838.11 MAY „BE USED IN LEIU OF STD 838.01
7.
_1" MIN.
CLR.(TYP)
4x4 W4xW4
WWF (LAP
WWF G" ON-
TO FABRIC)
6" 6,r
1" MIN.
CLR. (TYP) SECTION VIEWS
OPTIONAL JOINT DETAILS
N5 REBARS @ 12"
/ CENTERS (HORIZ.
& VERT.)
(USE WITH
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DRAINAGE STRUCTURES
TYPICAL) - 'L' BARS WITH
1'-6" LEGS
PLAN VIEW OF BASE UNIT
rr
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MIN. MIN.
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S" CENTERS EACH WAY 3:
EACH WAY
LOCATED IN
CENTER THIRD TYPICAL PRECAST
OF WALL RISER SECTION
PRECAST RISER PLAN
2 #5 BARS EACH SIDE
F-OF OPENING FULL SPAN = N
1" MIN. CLEAR +n
STEPS I -
t5
3
LOCATE OPENING' ! �z
AS REQUIRED
(SEE NOTES)
SHEET 1 OF 1
6r' 'L' _ 6"
840.46 MIN. PLAN TOP SLAB ~MIN-
'L' OR `W' + 2 WALLS
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* THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING STANDARDS: I--1 }
840.04, 840.05, 840.14, 840.15, 840.31, 840.32, 840.34, Q §
840.35, 840.36 AND 840.41. m H =
It INSTALL AND PAY FOR PRECAST DRAINAGE STRUCTURES IN ACCORDANCE " O (n .
WITH NCDOT STANDARD SPECIFICATION SECTION 840. 0 Q CS_ = Z
* USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. 1r =
* USE ASTM A615 GRADE 60 REINFORCING STEEL. USE ASTM A185 W Q ¢ tL. =
WELDED WIRE FABRIC (WWF). U oC O H
* LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB TO 15'-0". }- _ ~ z W
* PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH OSHA STANDARD [1) ~ O J
1926.704. O cl)
* ORIENT STRUCTURES SO THAT CORNERS WILL NOT BE CUT OR MODIFIED Z w
UNLESS ALLOWED BY DETAIL IN PLANS. F:>
* PRECAST ALL ELEMENTS TO MEET ASTM C913. , Lu
* FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE
OR BRICK IN ACCORDANCE WITH STANDARD 840.25.
* PROVIDE PRECAST STRUCTURES OVER 4'-0" IN DEPTH WITH
STEPS 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66-
* WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR IF
THE SAME MIN. AREA OF STEEL IS PROVIDED.
* SEAL JOINTS WITH AN APPROVED SEALANT (SEE SECTION 840 OF NCDOT
STANDARD SPECIFICATIONS.
* LIMIT MAXIMUM STRUCTURE SIZE INSIDE CLEAR DIMENSIONS
TO 6'-0" X 6'-O". U)
* THE OUTSIDE PIPE DIAMETER PLUS 2" IS THE MINIMUM STRUCTURE d
'L SIZE OR THE OPENING REQUIRED FOR GRATE AND FRAME WHICHEVER 0 =
IS GREATER. a Li
* ROUND MANHOLE MAY BE USED IN LIEU OF SQUARE PROVIDED 2 EXTRA N
#5'S ARE PLACED ON EVERY SIDE NOT ADJACENT TO A WALL. SEE STD. CL
DWG. 840.34 FOR MANHOLE INSTALLATION. <
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DATE! OCTOBER 30, 2012
CSE PROJ. of RUS-0003
DRAWN J8R
DESIGNED JBR
CHECKED CAR
PROJ. MGR. GAR
RAINBOW PEDIATRICS
RAEFORD, NC
PROJECT STATUS
92% DESIGN - REG. REVIEW
DETAILS
DT'-03
LI

PROVIDE
TOPSOIL AND
SEEDING/SOD
FOR PERMANENT
STABILIZATION
(TYP)
1 ' f 6"
P 6.5" AT
D CENTERLINE
2%
2'
i
611
1'
REFERENCE LAYOUT
POINT AND
FINISHED GRADE
ELEVATION 2%
CUT-
.� �L/R
,L f
FILL N �' SELECT MATERIAL
L/R ,` ` BACKFILL TYP.
` 300 '.PS1� PORTLAtuD.' �
' C0jtNT' CONCRETE'
SELECT MATERIAL
BACKF ILL , TYP.
6" BASE COURSE
(TYP)
NOTES:
1. GROOVE JOINTS EVERY 10 FEET.
2. EXPANSION JOINTS EVERY 30 FEET.
3. ADJUST EARTH SLOPES TO GRADING
PLAN AS REQUIRED.
TYPICAL SECTION — CONCRETE FLUME
NOT TO SCALE
24" CURB AND
GUTTER, TYP.
b >F�ARK�_{�LG "c�tOT
TRANSITION CONCRETE
GUTTER FLOW LINE TO?!�. CURB AND
CONCRETE FLUME'w.T;TER, TYP.
LCI r ° '• p • O
/25t 6" CONCRETE
2' WIDE CURB, TYP.
TROUGH
CONCRETE FLUME
g0
NOTE i < 25p
ARMORFLEX
BLOCK AS SHOWN �/
PER GRADING PLAN J NOTE 1: EMBED UPSTREAM EDGE OF ARMORFLEX
BLOCK UNDER THE BOTTOM OF THE CONCRETE
BASIN FLUME TERMINATION EDGE BY NO LESS THAN
FOREBAY -"'� 6 INCHES.
CONCRETE FLUME PLAN LAYOUT — SOUTHWEST CORNER
NOT TO SCALE
NOTE 1
10.5' '
NOTE 1: EMBED UPSTREAM EDGE OF ARMORFLEX
BLOCK UNDER THE BOTTOM OF THE CONCRETE
----- 251 FLUME TERMINATION EDGE BY NO LESS THAN
6 INCHES.
CONCRETE FLUME PLAN LAYOUT — EAST SIDE
NOT TO SCALE
r
SWKFtLL WrFH 4000 P.SJ,
OROVr, CONCRETE OR
APPAom MIAL1-4 UNIT
ExlfCng
TOP OF SLOPE
STANDARD DETAIL
:11
YrN. N.T.i
1 OF CMERAGE
x
s
y AREA OF COLERACE
X
BAMFLL WITH 4000 P.S.r_
I
6RCUT. CONCRETE OR
APPROVEp ecuAl.
TOP OF FLASH SEE �:,.°�...,...
RAMF .L WrIH 4000 Ps.L
MU Ur. OUNCiiEFE OR
APPROIEO EQUAL SEE HOPE A)
AREA (IF CCVERMiE
07: J' � `STE SPET:FIC
1 LNR YYJ. (SEPARATION)
FLANI
L
N.T.S.
BTE Al
FLANKING
FLAIS REQUIRED UPSTREAM AND DOVINSTREAM OF THE
AREA OF COVERAGE IN CHANNEL APPLICATIONS, IN
OVERTOPPING APPLICATIONS, FLANKING IS REWIRED ON THE
OUTER EXTENTS OF THE AREA OF COVERAGE.
NOTE B.
IN CHANNEL APPUCATIONS MHERE FULL CHANNEL ARMORING DRAWNBY: CHECKED BY: I DATE: SCAIB
IS NEEDED, TOE OF SLOPE STANDARD DETAIL. DOES NOT
APPLY_ nr�,. r.r.,. /� • /n� .r..
LONGITUDINAL
CABLES
CABLE
T ❑
L I
TOP VIEW
UNIT THICKNESS "A"
CLASS 30S
4.75"
CONTRACTOR/OWNER TO INSTALL AND MAINTAIN ALL ARMORFLEX PRODUCTS
IN ACCORDANCE WITH MANUFACTURERS' INSTALLATION GUIDE(S), PRODUCT
SPECIFICATIONS, DETAILS (NOT SHOwN HEREIN), AND DETAILS SHOwN
WITHIN THESE PLANS.
ARMORFLEX UNITS NON —ERODIBLE
BAC K FI LL
SITE SPECIFIC
GEOTEXTILE
(SEPARATION)i�G�iT
TOE OF SLOPE DETAIL
NOT TO SCALE
DRAWN BY: CHEC ED BY: DATE: SCALE:
KWM CBK 7/15/07 NTS
A"ORFLEX
STANDARD DETAIL ARMORTEC
(Toe of Slope Detail) •°°""'°°'""
COPYRIGHT m ARMORTEC 2DC4 ALL RIGHTS RESERVED. WlOT �IiRCIM 490®
PR-013I4f5-T000 FAXM2 1L7993
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END VIEW
ARMORFLEX MAINTENANCE REQUIREMENTS:
1. CHECK ARMORFLEX PERIODICALLY
FOR CRACKED, SPLIT OR DISLODGED UNITS.
2. REMOVE WOODY VEGETATION AS REQUIRED.
3. REMOVE ANY DAMAGED UNITS; RE -GRADE
AND REPLACE GEOTEXTILE; REPLACE WITH
NEW UNIT AS REQUIRED.
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DATE It OCTOBER 300 2012E
CSE PROD. a RUS-0003
DRAWN JBR
DESIGNED JRR
CHECKED GAR
PROJ. MGR. GAR
RAINBOW PEDIATRICS
RAEFORD, NC
PROJECT STATUS
92% DESIGN - REG. REVIEW
DETAILS
DT-04
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1' MIN. (TOP OF HARDWARE
CLOTH TO TOP OF POST)
2' OF HARDWARE
CLOTH ABOVE
STONE
4' MAX. SPACING
(POST TO POST)
- - ;- -
' alb. -
RE■ :! ■�
n
5' STEEL T-POSTS DRIVEN 2' INTO THE GROUND
19-GAUGE WIRE MESH
HARDWARE CLOTH WITH
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16" NCDOT 85 OR �J �� � TOP`O°�T)T
#57 WASHED STONE
6 h
re'��tm��•amrb rii`] plc• �� ! -
-�� .. —�
------------------
STONE PLACED TO A HEIGHT OF
12"-18" MINIMUM ABOVE TOP OF BOX
HARDWARE CLOTH & GRAVEL INLET PROTECTION
HARDWARE CLOTH & GRAVEL INLET PROTECTION_ USE._;
A TEMPORARY MEASURE OF WIRE -MESH HARDWARE CLOTH
AROUND STEEL POSTS SUPPORTING WASHED STONE PLACED
AROUND THE OPENING OF A DROP INLET. THIS TYPE OF
PROTECTION IS USED TO PREVENT SEDIMENT FROM ENTERING
YARD INLETS DURING CONSTRUCTION. REFER TO SECTION 6.51
OF THE NCDENR EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL.
SANDBAGS
BEYOND TO
DIVERT WATER
TO BOX ON
SLOPES --�
PLAN
5' MAX
1�
EXIST. BOX
SECTION "A -A"
CURB INLET PROTECTION USE:
tE SCREEN
EE
7 STONE
OND
'ER
OPES
`GUTTER BUDDY**
OR WIRE SCREEN
WRAPPED
AROUND NO.
57 STONE
HARDWARECLOTH & GRAVEL INLET PROTECTION MAINTENANCE:
INSPECT INLETS DAILY AND AFTER EACH SIGNIFICANT (1/2 INCH
OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY
DEBRIS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS.
TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH
DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
NOTES:
1. INLET PROTECTION SHALL BE INSTALLED IN
LOCATIONS AS INDICATED ON THE PLAN.
2. SANDBAGS SHALL BE INSTALLED ADJACENT TO
INLETS ON SLOPES, SANDBAGS SHALL NOT BE
T INSTALLED ADJACENT T A N LOW AREAS.
INS 0 BASINS I
3. "GUTTER BUDDY" OR EQUIVALENT INLET
PROTECTION FILTERS MAY BE USED IF APPROVED
BY AGENCY HAVING JURISDICTION.
CURB INLET PROTECTION
A TEMPORARY MEASURE OF HARDWARE CLOTH OR WIRE -SCREEN
WRAPPED STONE AND/OR APPROVED RECYCLED SYNTHETIC FIBERS
PLACED IN THE GUTTER AND EDGE OF PAVEMENT AROUND
THE OPENING OF A CURB INLET. THIS TYPE OF PROTECTION IS USED
TO PREVENT SEDIMENT FROM ENTERING A PREVIOUSLY CONSTRUCTED
STORM DRAIN CATCH BASIN.
CURB INLET PROTECTION MAINTENANCE:
INSPECT INLETS DAILY AND AFTER EACH SIGNIFICANT (1/2 INCH
OR GREATER) RAINFALL EVENT. CLEAR THE WIRE -SCREEN OR
HARDWARE CLOTH/FABRIC OF ANY DEBRIS TO PROVIDE
ADEQUATE FLOW FOR SUBSEQUENT RAINS. REMOVE SEDIMENT
COLLECTED ALONG THE PERIMETER IF PRESENT UPON INSPECTION.
TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE -SCREEN
OR FABRIC DURING SEDIMENT REMOVAL. REPLACE AS NEEDED
AND/OR AS RECOMMENDED BY MANUFACTURER.
FAIRCLOTH SKIMMER t' MIN. 1' 5'
WATER LEVEL DURING STORM FREEBOARD
MIN. FORESLOPE 2:1
FLOW- -
2 -
1117
MAX LEVEL OF SEDIMENT �I 1 FLOOD STORAGE ZONE FILTE^�I EARTH
COLLECTED CLEAN BASIN R
DAM
WHEN THIS LEVEL IS R SEDIMENT STORAGE ZONREACHED
E
NOTE 2 ANTI -FLOATATION DEVICE -/
ANTI -SEEP COLLAR
OUTLET PIPE
CROSS SECTION
NOT TO SCALE
1' TOP OF DAM
EMERGENCY
SPILLWAY ELEV.
MINIMUM
BACKSLOPE 2:1
8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE
6' MAX. EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE
SEDIMENT
FENCE FABRIC
INSTALLED TO
SECOND WIRE_
FROM TOP i
FRONT VIEW
•MINIMUM 10 GAUGE
LINE WIRES (TOP 8
BOTTOM)
o -
MINIMUM 12-1/2 ' N
GAUGE INTERMEDIATE re)m
WIRES
GRADE
NOTES•
1. USE SEDIMENT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED
1/4-ACRE AND NEVER IN AREAS OF CONCENTRATED FLOW.
2. END OF SEDIMENT FENCE NEEDS TO BE TURNED UPHILL.
3. REMOVE SEDIMENT DEEPER THAN 12" AND REPAIR ANY UNDERMINING
IMMEDIATELY.
4. PLACE WIRE FENCE 6" BELOW GRADE AND SEDIMENT FABRIC 8" DOWN
AND 4" FORWARD ALONG TRENCH BOTOM. BACKFILL AND THOROUGHLY
COMPACT TRENCH WITH NCDOT #57 STONE. FOR REPAIRS, REPLACE
STONE TO GRADE AND COMPACT AS NEEDED.
5. CONTRACTOR SHALL BE RESPONSIBILE FOR PLACEMENT AND REMOVAL
OF FENCE.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING DISTURBED
AREAS TO PRE -CONSTRUCTION CONDITION.
SEDIMENT FENCE
GRAVEL ENTRANCE SHALL BE 50 FEET
IN LENGTH AND 20 FEET IN WIDTH
WITH 20 FOOT RADIUS AT EXISTING
ROADWAY
•
h r
�- 6" MIN.
THICKNESS
2-3" COURSE
AGGREGATE
O �p
ION Zc;;
TEMPORARY CONSTRUCTION ENTRANCE
SEE SPLANS FOR BASIN SIZE AND DIMENSIONS
PLACEMENT
OF BAFFLES
SURFACE
AR A
INLET
35
1ST CHAMBER
25
CHAMBER
25
OUTLET
15
IMPERMEABLE LINER
ALONG EARTH DAM.
NOTES:
1. SEE PLANS FOR SIZES OF RISER, SKIMMER, OUTLET PIPE, INVERTS, ETC.
2. BASIN IS INTENDED FOR FUTURE USE AS A STORMWATER FACILITY. THE CONTRACTOR SHALL ENSURE
THE STABILIZATION OF THE JOB SITE PRIOR TO CONVERSION. PRIOR TO CONSTRUCTION/CONVERSION
OF THE BASIN BUT AFTER THE JOB SITE HAS BEEN STABILIZED, THE CONTRACTOR SHALL REMOVE AND
PROPERLY DISkSE OF TRAPPED SEDIMENT.
EMER. SPILLWAY
OUTLET PIPE
JUTE BACKED BY COIR
EROSION BLANKET
Z­EARTHEN BERM
BAFFLE (TYP.)
Olt
SEDIMENT PIT
FAIRCLOTH SKIMMER
CONNECT SKIMMER
TO OUTLET PIPE
PERSPECTIVE VIEW
SKIMMER SEDIMENT BASIN DETAIL NOT TO SCALE
NOT TO SCALE
STEEL POST
•WIRE FENCE
—SEDIMENT FENCE
FABRIC
8" DEPTH x 4" WIDTH
BACKFILLED TRENCH
EXTEND WIRE FENCE
6" BELOW GRADE GRADE
I ANCHOR MATERIALS
c\, AS DIRECTED BY
ENGINEER (NOTE 4)
EXTEND FABRIC 8" DOWN
AND 4" FORWARD ALONG
TRENCH
SIDE VIEW
SEDIMENT FENCE USE:
WILL RETAIN SEDIMENT FROM SMALL DISTURBED AREAS. SEDIMENT
FENCE WILL BE PLACED ALONG SLOPES AS SHOWN ON CONSTRUCTION
DETAILS. REFER TO SECTION 6.62 OF THE NCDENR EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
SEDIMENT FENCE MAINTENANCE:
INSPECT SEDIMENT FENCES DAILY AND AFTER EACH RAINFALL. MAKE
ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A
SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE,
REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO
PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING
THE FENCE DURING CLEANOUT. REMOVE ALL FENCING MATERIALS AND
UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND
STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED.
DESIGN CRITERIA
AGGREGATE SIZE - USE 2-3 INCH WASHED STONE
DIMENSION OF GRAVEL PAD THICKNESS- 6 INCHES
MINIMUM
WIDTH - 12 FT. MINIMUM OR FULL WIDTH AT
ACCESS POINTS OF THE VEHICULAR ENTRANCE AND
EXIT AREA, WHICHEVER IS GREATER
LENGTH - 50 FT. MINIMUM.
LOCATION - LOCATE CONSTRUCTION ENTRANCES AND
EXITS TO LIMIT SEDIMENT FROM LEAVING THE SITE
AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL
CONSTRUCTION VEHICLES. AVOID STEEP GRADES
AND ENTRANCES AT CURVES IN PUBLIC ROADS.
CONTRACTOR SHALL INSTALL ADDITIONAL GRAVEL
CONSTRUCTION ENTRANCES NOT INDICATED ON THE
PLANS REQUIRED FOR STAGING AND/OR BORROW
AREAS AND MAINTAIN AT NO ADDITIONAL EXPENSE
TO THE OWNER.
CONTRACTOR SHALL SUPPLEMENT AND MAINTAIN
GRAVEL CONSTRUCTION ENTRANCES AT HIS EXPENSE
UNTIL FINAL ACCEPTANCE.
TEMPORARY -CONSTRUCTION ENTRANCE USE:
WILL PROVIDE A BARRIER AREA WHERE VEHICLES CAN DROP THEIR
MUD AND SEDIMENT AS WELL AS HELP CONTROL EROSION FROM
SURFACE RUNOFF. TO BE LOCATED AS PER THE PLANS AND
CONSTRUCTED AS PER DETAIL. REFER TO SECTION 6.06 OF THE
NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL.
TEMPORARY C-O_NSTRUCTION ENTRANCE MAINTENANCE:
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY
REQUIRE PERIODIC TOPDRESSING WITH 2 - 3 INCH STONE.
INSPECT DAILY, AND AFTER EACH RAINFALL, ANY STRUCTURE
USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.
IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED,
WASHED OR TRACKED ONTO PUBLIC ROADWAYS.
SKIMMMER SEDIMENT BASIN USE:
WILL PROVIDE AN AREA FOR RUNOFF TO POOL AND SETTLE OUT A PORTION
OF THE SEDIMENT CARRIED DOWNGRADIENT.A SKIMMER IS USED TO PROVIDE
A MEANS OF DEWATERING FROM THE TOP OF THE WATER SURFACE WHERE
THE WATER IS CLEANEST. NEEDED WHERE DRAINAGE AREAS ARE TOO LARGE
FOR TEMPORARY SEDIMENT TRAPS. REFER TO SECTIONS 6.64 AND 6.65 OF
THE NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
SKIMMER SEDIMENT BASIN MAINTENANCE:
INSPECT SKIMMER SEDIMENT BASINS AT LEAST DAILY AND AFTER EACH
SIGNIFICANT RAINFALL EVENT (ONE-HALF INCH OR GREATER), AND MAKE
ANY REQUIRED REPAIRS IMMEDIATELY. REMOVE SEDIMENT AND RESTORE
THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES
TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO
ONE SIDE TO REMOVE SEDIMENT ACCUMULATED BENEATH IT. EXCAVATE
THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE THE
SKIMMER OF THE FIRST CELL. ENSURE THAT VEGETATION GROWING IN
THE BOTTOM OF THE BASIN DOES NOT HOLD THE SKIMMER DOWN.
REPAIR BAFFLES IF THEY ARE DAMAGED. RE -ANCHORED THE BAFFLES IF
WATER IS FLOWING UNDERNEATH OR AROUND THEM. CHECK THE SKIMMER
FOR CLOGS AND REPAIR/REPLACE IF NEEDED. REMOVE ALL DEBRIS AND
TRASH FROM THE BASIN.
CHECK THE EMBANKMENT FOR PIPING, SETTLEMENT, AND OTHER DAMAGE
AND MAKE REPAIRS IMMEDIATELY AS REQUIRED.
REFER TO SECTIONS 6.64 AND 6.65 OF THE NCDENR EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
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RAEFORD, NC
PROJECT STATUS
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DETAILS
DT-05
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RAEFORD, NC
PROJECT STATUS
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DETAILS
DT-06
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