SW6060601_APPROVED PLANS_20060601

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWl(�!%IOO�
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

Lo
OWNER
C.M. LINDSAY AND SONS, INC.
PO BOX 1887
LUMBERTON, NORTH CAROLINA 2635q
DEVELOPER
RUBY TUE5DAY,INC.
MR. RICK COLLIER
150 WEST CHURCH AVENUE
MARYVILLE, TENNESSEE 370
PHONE; [phone]
FAX: [phone]
CIVIL ENGINEER
EDWARDS 1 NEFF ENGINEERING
MR. JAMES D. NEFF, P.E.
PERIMETER PLACE BU51NE55 PARK
3ggO FLOWERS RD, SUITE 550
ATLANTA, GEORGIA 30360
PHONE: (678) BN-5000
FAXs [phone]
LAND SURVEYCN2
LINTER CIVIL TECHNOLOGIES, PLLC
MR. BRAD HUNTER
587E FARINGDON PLACE, SUITE 100
RALEIGH, NORTH CAROLINA 276N
PHONE: (qlq) 872-6464
FAX, (91q) 872-64g4
1 � �
/r
+ ' r � r ............
6MITEC
RANDY REYNOLDS ARCHITECT
MR. RANDY REYNOLDS
252 POTEAT PLACE
FRANKLIN, TENNE55EE 37064
PHONE: [phone]
FAXs (615) 5q1-0880
r2
KURZYN5KE AND A55OCIATE5
MR. BRENT FERRELL
825 THIRD AVENUE SOUTH
NASHVILLE, TENNE55EE 37210
PHONE: [phone]
FAXt [phone]
LANDSCAPE ARCHITECT
EDWARDS 4 NEFF ENGINEERING
MR. JAMES D. NEFF, PIE.
PERIMETER PLACE BU51NESS PARK
3qW FLOWERS RD, SUITE 550
ATLANTA, GEORGIA W360
PHONE: [phone]
FAX: [phone]
SITE LIGHTING
MR. CHR15 DeARMON
4g12 OAK CIRCLE DRIVE NORTH
MOBILE, ALABAMA 3"N
PHONE, (251) 662-5MI
FAX= (251) 662-58V
` , At
Me"
LEGEND PROPOSED LEGEND PROP05ED
RIGHT-OF-WAY
- -
PARKING COUNT
I
CENTERLINE -_--
----' I
STAKING POINT
I
LIMITS OF CONSTRUCTION
-L---L—L-
---
CURB 4 GUTTER
CHAIN LINK FENCE
WOOD FENCE
���"-
ABBREVIATIONS
-
SILT FENCE
—x x
------
ASPH a ASPHALT
- - -
-- -
TREE PROTECTION FENCE
8 8 e 6 e a a
BC = BOTTOM OF CURB
BW = BOTTOM OF WALL
CIG = CURB AND GUTTER
WALLS
--
GRADE
_
C.B. = CHORD BEARING
CRI = CATCH BASIN
CF = CUBIC FEET
SPOT ELEVATION -- -
x ®
f---------------
---------
-
TREE (TYPICAL)
SEE 514EET L-I --
'i = CENTERLINE
CMP CORRUGATED METAL PIPE
-_
-
DETAIL I ON SHEET CD-1
Co GENERAL CLEAN OUT
DOMESTIC WATER LINE
— DW ON—
CH = COLD WATER SUPPLY
CY = CUBIC YARD
FIRE WATER LINE
—___-----_------------ --------__—_--
— FW FW—
------_- --- _-_
D.O,T, = DEPARTMENT OF TRANSPORTATION
FIRE DEPT, CONNECTION
---FDC ---- FDC-
DI = DROP INLET
IDS_ DOWN 5POUT
DIP DUCTILE IRON PIPE
E = EAST
EL. = ELEVATION
WATER METER
W
r�1
FIRE HYDRANT'
THRUST_BLOCK__
- _______--__-____--_--__-_--
---------____--
FES FLARED END SECTION
GATE VALVE
FFE FIN1514 FLOOR ELEVATION
G5F = GRO55 SQUARE FEET
DOUBLE DETECTOR CHECK
WIN - HOT WATER SUPPLY
I = INTERNAL ANGLE
BACKFLOW PREVENTOR
— ------------
------------ ----- ---
INV. = INVERT
STORM DRAIN
L = LENGTH OF CURVE
LC, = LENGTH OF CHORD
HEADWALL
I
LFFE = LOWER FIN1514 FLOOR ELEVATION
FLARED END SECTION
LP = LIGHT POLE/FIXTURE
MANHOLE
DROP INLET (GRATE)
NH NORTH
PC POINT OF CURVATURE
PI POINT OF INTERSECTION
DROP INLET (WEIR)
■
CATCH BASIN (SINGLE WING)
PROP PRO1105ED
PT = PONT OF TANGENCY
PVC = POLYVINYL CHLORIDE PIPE
CATCH BASIN (DOUBLE WING)
A
STORM STRUCTURE NUMBER
R RADIUS OF CURVE
RCP REINFORCED CONCRETE PIPE
RD ROOF DRAIN
SANITARY SEWER
- 5S 55 -
—
SANITARY MANHOLE
®
R/W RIGHT-OF-WAY
I 5 = SOUTH
GENERAL CLEAN OUT
Co
-
SF = SQUARE FEET
SANITARY STRUCTURE NUMBER
S
1 _-- -
55E = SANITARY SEWER EASEMENT
5TD STANDARD
GAS LINE __-- ----
------GAS--�
5Y = SQUARE YARD
_
GAS METER
O
T = TANGENT OF CURVE LENGTH
TC TOP OF CURB
POWER LINE
- ELEC - ELEC -
TW = TOP OF WALL
TYP. = TYPICAL
W = WEST
NOTE: SEE SHEET C-2 FOR
LEGEND OF EXISTING INFORMATION
POWER POLE
Pp
- -- - -- -
TRAN5FORMER _
TELEPHONE LINE
- UTEL - UTEL -
CABLE TV
- CAN— CATV —
_0
MUNICIPAL WATER t SEWER AGENCY
CITY OF LUM13ERTON PUBLIC WORKS
MR, ROB ARM5TRONG
420 HALSEY STREET
LUMBERTON, NORTH CAROLINA 25356
PRONE: (qlO) 671-3851
FAX: (qI0) 671-3864
CABLE COMPANY
TIME WARNER
MR, JONATHAN LEW15
2450 PERIMETER PARK DRIVE,
SUITE a
MORRISVILLE, NORTH CAROLINA 27560
PHONE: (qlq) 573-7642
FAX., (qlq) 576-7343
SCALES NT5
BUILDING U5E,
RESTAURANT
BUILDING COVERAGE:
OA%
BUILDING PROTOTYPE
V4680LL, 216, SEATS, 5064 SF
BUILDING HEIGHT:
20'6'
EUILDING SETBACKSt
FRONT (NORTH) = 10'
51DE (EAST) - 10'
SIDE (WEST) • 11
REAR (SOUTH) . 40
AREA CALCULATION51
SITE; 4,754.66 5F, 2.11 ACRES
PERVIOUS AREA: 27,764 5F, 0,64 ACRES (301)
IMPERVIOUS AREA: 63,% SF, 1.47 /CRE5 (70%)
DISTURBED AREAS 109,620,47 SF, 2.52 ACRES
BA54N DATAt
BUILDN45 = 5,18E SF IF OA9 AC
51DEKALK/"P5TER ENCLCiME = 2,6126 SF • 0467 AC
PARKING/DRIVES = 55,862 SF • 1.283 AC
EXISTING ROADS = 13,5416 5F = 0.311 AC
TOTAL IMPERVIOUS AREA - 77,540 5F • 1.780 AC
TOTAL BA51N AREA = I0q,824 SF = 2.50 AC
IMPERVIOUS PERCENTAGE OF DISTURfO AREA - 7011
PARCEL a,
326-10-M
GAS =PAN
NORTH CAROLINA NATURAL GAS
MR. BILL SAUNDERS
106q WILKE5 ROAD
FAYETTEVILLE, NORTH CAROLINA 28306
PI•IONEs (110) 321-2%q
FAX: [phone]%4
ELEMILL POWER COMPANY
CITY OF LUMBERTON ELECTRIC DEPARTMENT
MR. JERRY MAY
420 HAL5EY STREET
LUMBERTON, NORTH CAROLINA 28356
PHONE: [phone]
FAX., (q10) 671-3887
TELEPHONE COMPANY
BELLSOUTH
MR, STEVE DAYVAULT
102 NORTH 4TH STREET
WILMINGTON, NORTH CAROLINA 28403
PHONE: (q10) 341-0741
FAXs (910) 3q2-87g1
bwmmft o ro e Ga*"RA
a r R F.errkYv $rantfiprn
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LUMBERTON, NORTH CAROLINA
N.T,S.
1050ICTION: CITY OF LUMERTON
ZONING. B-4 (GENERAL Cd't'1ERCIAL) REZONING APPROVED 05/0q/06
REQUIRED PARXINGt
I SPACE PER WO SF OF GROSS FLOOR SPACE, 51 SPACES REQUIRED
PROP05ED PARKING=
9' X 19'(REGULAR) • 133
9' X 19'(TO 60) 3
8' X I9'L DICAP,} . 5
TOTAL 141
EXISTNG INFORMATION,
THE PROPERTY UNE AND TOPOC>jtAPHIC NNFORtUtTIO4 PRWDED BY HUNTER
CIVIL TEANOLOGIES PLLC, DATED: 11/09a. (SEE SHEET C-2)
SITE LIGHTINGs
SITE LIGHTING OE51GNED BY OTHERS, POLE LOCATIONS ARE APPROX11 ATE
AND 5HC4'W FOR INFORMATION OILT,
RUBY TUESDAY IDENTIFICATION SIGN:
ALL 5Q4AGE 15 SUBJECT TO JURIDICTIONAL APPROVAL AND FINAL LOCATION
TO BE DETERMINED BY RUBY TUESDAY INC.
FLOOD HAZARD
ACCOROM TO SHEET C-2 THE SITE DOES LIE WITHIN THE 100 YEAR FLOOD
PLAIN ACCORDING TO FIRM MAP PANEL 93710g36100J; DATED JANUARY Iq,
2005.
SITE ENGINEERING PLANS FOR:
Ruby
150
MARL"
PHONE; (b65)
PREPARED BY:
dwards & Neff
E"41cam- I"v-_-= I=-- F;__tI "C`
� 237 NORTH NAMIL70N STREET
DALTON, GEORGIA 30720
E: (706) 52q-5000, FAX: (7%) 52q-5011
51we si" "A . oAaAft
Misr►. Ce.
DATE f DESCRIPTION III 111 SHEET NO. I SHEET TITLE I ISSUED TO BID I LAST ISSUE
0610110E SUBMIT TO CITY OF LUMBERTON NCDOT NCDENR PROGRESS ENERGY CAROLINAS
NORTH CAROLINA NATURAL GAS, BELLSOUTH, AND TIME WARNER
C-1
COVER SHEET
C-2o
SURVEY
C-2b
ALTA SURVEY
C-3
DEMOLITION PLAN
C-4
SITE PLAN
C-5
STAKING PLAN
C-G
UTILITY PLAN
C-70
GRADING AND DRAINAGE PLAN
C-711O
BUILDING AREA DETAIL PLAN
C-8
EROSION CONTROL PLAN
C-qa-d
SEDIMENT t EROSION CONTROL DETAILS I -IV
C-10
PIPE PROFILES
SL-I
51TE LIGHTING PLAN (NOT INCLUDED)
CD-1 - 5
CONSTRUCTION DETAILS I, 111 III, IVI V
L-I
LANDSCAPE PLAN (NOT INCLUDED)
L-2
LANDSCAPE SPECIFICATIONS t DETAILS (NOT USED)
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THESE PLANS ARE 5UBJECT TO
FEDERAL COPYRIGHT LAW5; ANY USE
OF SAME WITFIGUT EXPRESSED
WRITTEN PERMISSION OF THE
ENGINEER 15 PROHIBITED.
DATE:
06/01/06
SCALE:
NT5
DWG NAME:
05664UNER
DRAWN BY:
COVER SHEET
C-I
5HEET NO.

2
m,f �IA(tnrl(00(0,1 /
VICINITY MAP
N TS
ti
I, Bradley L. Hunter, certify that this project was completed
under my direct responsible charge from on actual ground
survey made under my supervision; that the original data
was obtained on November 9th, 2005; and that all coord—
inates are based on NC Grid.
Bradley L. Hunter, NCPLS L-3565
Date
GRAPHIC SCALE
40 a 20 40 ao
( IN FEET )
1 inch = 40 ft.
GENERAL NOTES:
1) Grid tie based on NCGS Grid Monument "Avent," with grid coordinates as shown
hereon, NAD 83, and a combined scale factor of 0.9999331.
2) Site elevations and TBMs based on NCGS Grid Monument "Avent," with an
an elevation of 121.94 feet, NGVD 29.
3) All distances are horizontal ground.
4) All areas computed using coordinates from measured field data, unless noted.
5) Only visible or apparent subsurface utilities are shown hereon. Although every effort
has been made to accurately locate the underground utilities, this surveyor takes
no responsibility for the location of any underground utilities shown heeron. either
in service, or abandoned.
6) The Topographic Survey shown hereon is NOT FOR RECORDATION.
REFERENCES:
1) As noted hereon; Robeson County, North Carolina Registry of Deed:
160
LEGEND
Q Existing Iron Pipe
■ Existing Concrete Monument
Iron Pipe Set
® Computed Point
i Boundary Line Not Surveyed
PARCEL AREA DATA:
Area of Existing Subject Parcel — 91,755 sf or 2.11 ac
O Existing Sanitary Sewer Manhole Z
Existing Fire Hydrant — X Existing Fence
Yo
OExisting Telephone Manhole 0 Existing Light Pole — P Existing Overhead Power
WV
Existing Power Utility Pole N Existing Water Valve W Existing Water Line
W — Existing Water Main
SS — Existing Sanitary Sewer Line
FO — Existing Underground Fiber Optic
© Existing Monitoring Well
T — Existing Overhead Telephone
S
BOO Existing Water Meter
I CB
Tc/Bc-123.1'
Inv-116.5.
BY GRAPHIC PLOTTING ONLY, the property shown hereon lies within Flood Zone "AE" of Flood
Insurance Rate Map Community Panel Number 37109381001, with no effective date (preliminary),
and DOES lie within a Special Flood Hazard Area.
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PROJECT No. ENE-05004
MENANE: EN E05004T, D WG
DRAWN BY.
BLH
CHECKED BY:
SCALE:
1 "
= 40'
DATE:
1 1 /9 /05
SHEET No.
C-2A

WCINI i Y MAP
NTS
N� 95
err �SITE gt,.
LUMBERTON
GENERAL NOTES:
1) Grid Us based an NCGS Grid Monument "Avant," with grid coordinates as shorn
hereon, NAD a and a combined scale factor of 0.9999331.
2) All distances are horizontal ground
3) AN areas computed using coordinates from measured field data, union noted
4) Only vialWo or apparent subsurface utilities are shown hereah. Although every effort
has been made to accurately locate the underground udities, this surveyor takes
no responsibility for the location of any underground utilities shorn heero n. either
In servioe, or abandoned
5) The ALTA/AC5M Land Title Survey shown hereon In NOT FOR RECORDATION.
REFERENCES:
1) As noted hereon; Robeson County, North Carolina Registry of Deeds.
SURVEYOR'S CERTIFICATION
ALTA/ACSM Land Title Survey - Ruby Tuesday
West 3th Street
Lumberton, North Carolina
To: Ruby Tuesday, Inc.. and Chicago Title Insurance Compa nyt
ZONING:
As per the City of Lumberton Land Use Ordinance, the
existing subject pared as shown hereon has a zoning
classification of 'B-V and "B-5.' An abbreviated deear-
ription of 'the 00-4' classification is as follows:
1) "B-e has no minimum lot sizes
2) 'B-e has a minimum lot width of 100 feet.
3) 'B-4" has a maximum building height of 35 feet.
4) Setback requirements are as follows:
a) 40 foot minimum setback from right -off -way.
b) 10 foot minimum side setback.
c) 10 foot minimum rear setback.
5) Parking requirem°nts are as follows:
One space per 100 square feet of gi am floor area.
METES AND BOUNDS DESCRIPTION
ALTA/AGSM Land Title Survey - Ruby Tuesday
West 5th Strest
Lumberton. North Carolina
Last Revised 4/11 /06
This Is to certify that this map or plat and the survey an which It Is based were made in accordance Being all of that pared of land lying In Lumberton township, City of Lumberton, Robeson County,
with the "Minrmun Standard Detall Requirements for ALTA/AGSM Land Title Surveys," jointly established North Carolina, which Is more particularly described ce follows:
and adopted by ALTA and NSPS In 2005. and includes Items 2. 3. 4. 6. 7(a). 8. 9. 10. 11(b), 13. 16, COMMENCING at NCGS Grid Monument "Avant." said monument having State Plane Grid Coordinates
17. and 18 of Table "A" thereof. Pursuant to the Accuracy Standards as adopted by ALTA and NSPS of N-315277.3287 feet, and E-1984529.0327 fast, NAD 83, and a dsernbined scale factor of
and In effect on the date of this certification, the undersigned father certifies that in my professional 0.999MI.- thence N 131W41' I, a distance of 2267.70 feet to an existing iron pipe lying on
opinion. as a Licensed Professional Land Surveyor registered In the State of North Carolina, the Relative the northerly right-of-way of West Fifth Street (a variable width public right-of-way). said point
Positional Accuracy of this survey does not exceed that which M specified therein, being the southeasternmost boundary comer of that pare of kind possibly conveyed to NCOOT
(as per Robeson County Tax Records - no correct. recorded dead Information found), to the
I hereby certify to Ruby Tuesday. Inc., a Georgia Corporatlan. and Chicago Title Insurance Company POINT OF WEGINNING;
that;
(a) this survey wasprepared by me, or under my supervision. (b) the meta and bounds desertion as thence ism Ang the northerly right-of-way of West Fifth Street, and following the easterly bound -
set forth herein and the location of all improvements, encroachments, fences, easements. roadways cry live of the afansold possible NCDOT parcel along the following two (2) calls;
rights -of -way, and setback lines which are either visible. or contained within Commitment far Title 1) thence N 28W30" W, a distance of 167.24 feet to an existing iron plpe; and
Insurance Number CH05-0045921, dated January 20, 2006. Issued by Chicago Title insurance Company, 2) thence N 1951'17" E. a distance of 149.68 feet to an eodating concrete NCOOT right-of-way
are accurately reflected hereon, (a) this survey accurately depicts the state of facts as they appear monument lying an One southeasterly right-of-way of Interstate 95 (a variable width restricted
on the ground, (d) except as shown hereon,. them am no visible Improvements enaroacdhments, fiances, apt public rloht-ot+roy);
or roadways on any portion of the existing subject parcel as shown hereon. (e5 the existing subject thence following the southeasterly right-of-way of Interstate 95 along the following three (3)
parker as shorn hansom has access to a publicly dedicated roadway, (f) all public streets necessary for cells;
access to the existing subject parcel have been completed and dedicated and them is .direct access 1 thence N 35104e W, a distance of 11.03 feet to a pointy
between such public streets and the existing subject parcel. (g) As per the City of Lumberton Land 2 thence N WZWQ3" E. a distance of 26.42 feet to an existing Iron pipe; and
Use Ordinaue, the existing subject parcel to zoned "B-4" and 013-5.' and as per the City of Lumber- 3 thanes N 61'15'2B" E. a distance of 162.24 feet to an existing horn pipe. said point being the
tech Land Use Ordinance, these zoning dassiflcations will permit the use of the existing subject parcel northwesternmost boundary corner of that parcel of land as conveyed to Lindsey -Campbell ON
as a full service, sit down restaurant with alcoholic beverage servim and with adjacent parking. Co., Inc., recorded in Deed Book 615. Page 182, Robeson County, North Carolina Registry of
(h) by graphic plotting a* the existing subject parcel Iles within Flood Zones "AE" and ')r of Flood Deeds;
Insurance Rate Map Community Panel Number 3710935100J (Preliminary). and does lie within a Special thence leaving the southeasterly r tof`way of Interstate 95. and follow rip the southwesterly
Flood Hazard Area, I the .title llnes, and lines of actual possession are the same. (D all utility services
O boundary line of the aforesaid Lindeey-Campbell ON Cc, Inc. parcel S 31'45 27' E. a distance of
required for the operation of the existing subject parcel either enter the .property through adjoining 346.37 feet to an existing PK Noll lying an the northerly right -away of Went fifth Street;
public streets. Or this survey shows the point of entry and location of any vWWG or marked utilities thence following the northerly ri
which pass through, or are located an adjoining public land, (k) this survey shows the location and fi y right-af-way of West Fifth Street along the fallowing two (2) calla+
direction of all existing visible storm drainage systems for the collection and disposal of surface dralnog% 1 thence S 66'37'46" W, a d Menke of 153.13 feet to a scram and
and (1) the exlatlrng subject parcel contains 91.755 square feet, or 2.11 aces of land. mars or less. Any 2 thence S 7816'35" W, a distance of 172.16 fat to an exreting Iron pipe. to the POINT OF
visible discharge Into streams. rWw % or other conveyance systems Is shown harem. BEGINNING. containing 91.755 square feet, or 211 acres of land. mare or less. and being all of
that parcel of rand an conveyed to C.M. Lindsay & Sons. Inc.. recorded in Deed Book 1372. Page
� gglgllNlif►,y, r 823, and as shown an plat recorded la Map Book 42. Page 6% aforesaid records.
Braaley L inter, NCPLS L 3565 �'�` �F�I
Q SEAL
f�[ i � �. � 3565
tt o&
Dais of Survey: 11/9/05 y�
nn�iln�lm�
NOTES CORRESPONDING TO SCHEDULE B. SECTION 2:
Verbatim. as Per Chicago Title insurance Company Title Commitment Number
CH05-p046921, effective as of January 20, 2006.
3. CPdd_ transmission line right of tray recorded In Deed Book 6-1. page 605. (As
shown hereon.) .
6. Drainage Easement to N.C. state Highway
Commission recorded in Book 15-C,
p provided.) (Umbra to plot. Referenced Project Plane for project &13970 not
7. Easermentt to Carolina Power dx Light record
in Boo* 14-V. pogo 228. (This
document a blanket --type service easement, and is therefore not
pldrttabla)
8! Easement to Southern Bed Telephone dx Taie�aph recorded in Book 11-F.
page 2Z4,, (This document describes a Wanlcot type service easement, and is
therefore not plottable.)
9. Right of way easement ih dead recorded iR Book 18-N. page I" (As shown
hereon.}
10. utility easement to City of Lumberton recorded
in Back W". page 414E (This
document describe a utility easement on the northeastern adjsiner, sand does
not affect the existing subject parcel are elh)wn hereon.)
11. Memorandum of Action by the N.C. D.O.T. recorded in Book 939, page 129; and
finalized by Consent Judgement recorded la Book 999, page 403. (These docu-
mambn descxbe NCDOT right-of-way td>ice far several rods along Went Fifth
Strest. The current rlghtofy-way la as shown heroOn.
NOTE: As. per Ms. Jaml Hays of McDanald's USA. LLD - Raleigh Region, MoDanald's
has an "unwritten" easement far a sign, and acc'.ees and power service t0 said
sign, a s shown hereon as Enexaachment `B."
oWV
l
GRAPHIC SCALE
ohs so
(MRFm)
1 inch - 40 &
STATEMENT OF ENCROACHMENTS:
"Mc Dondd'a' Lease Area encroaches onto the exleting
subject parod as -shown hereon. Please note that this
was created by the recordation of Map Book 4$ Page
60. and NOT by McDohaldl's.
® 'McDond cre pylon sign encroaches onto the existing
subject parcel. As per Me. Joni :Hays of McDonald's
USA. LLC - Rdeigh Region, McDonald's has an "un-
written" easement for the sign, access to the sign.
and electrical service for the sign.
PARKING:
There Is no delineated parking on the existing subject
pared as shown hereon.
PARCEL LIVEr DATA
LINE
BEARING
L7
N 35'3 16 W
MLENGTH
3'L2
N 52'3B 03 E
4
PARCEL AREA DATA:
Area of Existing Subject Parcel - 91,755 sf or 2.11 arc
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Approximate Location of 'McDo nald'e
Lease Area
DB 414/66 - Memorandum of Lease
N/F
Lindsey -Campbell 08 Co., Inc.
0B 615/182
MB 42/60
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UTILITY CONTACTS:
Power - City of Lumberton - [phone]
Telephone - BellSouth - [phone]
Gas - Piedmont Gas - (am) 275-6264
Water and Server - City of Lumberton - [phone]
BY GRAPHIC PLOTTING ONLY, the property shown hereon Iles within Flood Zone "AE' of Flood
Insurance Rate Map Community Panel Number 3710938100J. with no effective dote (preliminary),
and DOES lie within a Special Flood Hazard Area.
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ENE-05004
ENE05004.DWG
Desnx BY.
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SCAT'
1"=40'
"M
11 /9/05
SEW NO.
C-•2B

` 73 rm, S:ky 66 a
TIE TO EXISTING -
CURB AND GUTTER
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TIE TO EX15TING
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TIE TO EXISTING PAVEMENT CD -I
CURB AND GUTTER ti I 4 WHIT—/
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24" CURB 10 CD -I STRIPE
AND GUTTER CD -I
7b LIGHT OUT
PAVEMENT
li � � 10 24" CURB �.
! CD -I AND GUiER
\\, • \ �� \\ ` \ \\\ \
r � p
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-I 1 PAVk714
24' CURk3 as COI AND GUTTERE51
' 1 5 TKO I 4' WHITE I 4' WHITE
CONCRETE CD -I STRIPE CR-I STRIPE
BCD -I 51 DEWALK
7b LIGHT DUTY 7b LIGHT DUTY
�` ~ �� D- VRIEff — C - PAVEMENT^
`\ 15 10 24' CURB 10 24' CURB
CD -I AND GUTTER CD -I AND GUTTER
_ 1
5 781(6'35' W
Top of Norlhenm t
/ •. Ct(, Flmge wt 5 66'37'46' W
�- 153.13'
APPROXIMATE LOvATIGr'I OF E'4511 �a 6'IATERLiidf
RUBY TUE50AY INC.
IDENTIFICATION 510
ck
1 �
TIE TO EXISTING
�. TIE TO EX15TING CURB AND GUTTER
CURB AND GUTTER
30" CONCTRETE CURB 2
TIE TO EXISTING AND GUTTER D
CURB AND GUTTER
30" CONCRETE CURB CCONTRACTOR LOSING OF EXISTING COORDINATE
AND GUTTER DRIVEWAY
— , —
/ CONTRACTOR TO COORDINATE` — —, WITH JURISDICTION PRIOR TO
CL051NG OF EX15TING DRIVEWAY — — — — ~ - — — — — -- — — — — — — — — _ TIE TO EXISTING CONSTRUCTION.
WITH Mi5XTION PRIOR TO _ — — —
ry CONSTRUCTION. CURB AND GUTTER — + —
----.—.-------�-------------_ --- West Fifth Street
—__ — -- — -- — — --- — —� Public R/W
_ — A Variable Width — _
ti
WEST FIFTH STREET
N.T.5.
SITE INFORMATION
BUILDING U5E:
RESTAURANT
BUILDING COVERAGE:
0.05%
BUILDING PROTOTYPE:
V4600CL, 216 5EAT5, 50M 5F
BUILDING HEIGHT:
266'
BUILDING SETBACKS:
FRONT (NORTH) = 10
SIDE (EAST) = 10'
51DE (WEST) = 10'
REAR (SOUTH) = 40'
AREA CALCULATION5:
SITE: 91,754,% 5F, 2,11 ACRES
PERVIOUS AREA: 27,764 5F, 0.64 ACRES (30:)
IMPERVIOUS AREA: 63,991 5F, 1.47 ACRES (70%)
DISTURBED AREA: 109,820.47 5F, 2.52 ACRES
BA51N DATA:
BUILDNG5 = 5,186 5F = 0.119 AC
51DEWALK/DUMPSTER ENCL05URE = 2,926 SF = 0,061 AC
PARKING/DRIVE5 = 55,862 SF = 1.283 AC
EXISTING ROADS = 13,546 5F = 0.311 AC
TOTAL IMPERVIOUS AREA = 77,540 SF = 1390 AC
TOTAL BASIN AREA = 10q,820 5F = 2.521 AC
IMPERVIOUS PERCENTAGE OF D15TURBED AREA = 70%
PARCEL 8:
326-10-017
JURISDICTION: CITY OF LUMBERTON
ZONING: 8-4 (GENERAL COMMERCIAL) REZONING APPROVED 05/0q/06
REGUIRED PARKING:
I SPACE PER 100 5F OF GROSS FLOOR SPACE, 51 5PACE5 REQUIRED
PROP05ED PARKING:
9' X 19'(REGULAR) = 133
q' X IIV(TO GO) = 3
8' X 19'WHANDICAP) = 5
TOTAL �= 141
EX15TING INFORMATION:
THE PROPERTY LINE AND TOPOGRAPHIC INFORMATION PROVIDED BY HUNTER
CIVIL TECHNOLOGIE5,P'LLC, DATED: II/0q/05, (SEE SHEET C-2)
51TE LIGHTING:
SITE LIGHTING DESIGNED BY OTHERS, POLE LOCATIONS ARE APPROXIMATE
AND SHOWN FOR INFORMATION ONLY.
RUBY TUESDAY IDENTIFICATION SIGN:
ALL 56NAGE 15 SUBJECT TO JURIDICTIONAL APPROVAL AND FINAL LOCATION
TO BE DETERMINED BY RUBY TUESDAY INC,
FLOOD HAZARD:
ACCORDING TO SHEET C-2 THE SITE DOES LIE WITHIN THE 00 YEAR FLOOD
PLAIN ACCORDING TO FIRM MAP PANEL 03740938100J, DATED JANUARY I9,
2005.
SITE NOTES
I, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EX15TING
IMPROVEMENTS AND TREES AND OTHER DEBRIS WITHIN THE LIMITS OF THE
WORK FROM THE 51TE, ON 51TE BURIAL OF TREES AND OTHER DEBRIS WILL
NOT BE ALLOWED, THERE ARE NO KNOWN INERT BURY PITS ON THE 51TE AND
NONE WILL BE ALLOWED DURING 001\15TRUCTION OF THE PROJECT,
2. ALL WORK SHALL COMPLY WITH CITY OF LUMBERTON, STATE OF NORTH
CAROLINA, AND FEDERAL CODES AND ALL NECE55ARY LICENSES AND PERMITS
SHALL BE OBTAINED BY THE CONTRACTOR AT HIS EXPENSE UNLE55
PREVIOUSLY OBTAINED BY THE OWNER,
3. ALL WORK SHALL BE PERFORMED IN A FINISHED AND WORKMANLIKE MANNER
TO THE ENTIRE SATISFACTION OF THE OWNER, AND IN ACCORDANCE WITH THE
BEST RECOGNIZED TRADE PRACTICE5.
4. ALL MATERIALS SHALL BE NEW UNLESS USED OR SALVAGED MATERIALS ARE
AUTHORIZED BY THE OWNER PRIOR TO USE.
5. ALL WORK PERFORMED ON OTY, COUNTY, AND/OR STATE OR FEDERAL
RIGHT-OF-WAY SHALL BE IN STRICT CONFORMANCE WITH APPLICABLE
STANDARDS AND SPECIFICATIONS OF THE APPROPRIATE GOVERNING AGENCIES.
6, BASE COURSE MATERIALS, EQUIPMENT, METHODS OF CONSTRUCTION AND
WORKMAN5HIP SHALL CONFORM TO "STATE OF NORTH CAROLINA
TRANSPORTATION STANDARD SPECIFICATIONS', CURRENT EDITION.
7, ALL BUILDING DIMEN51ON5 SHALL BE CHECKED AND COORDINATED WITH THE
ARCHITECTURAL PLANS PRIOR TO COMMENCEMENT OF CONSTRUCTION,
8, DEVIATIONS FROM THESE PLANS AND NOTES WITHOUT PRIOR CONSENT O THE
OWNER, HI5 REPRESENTATIVE, OR THE ENGINEER MAY CAUSE THE WORK TO BE
UNACCEPTABLE,
9, THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COVER A COMPLETE
PROJECT, READY TO USE, AND ALL ITEMS NECESSARY FOR A COMPLETE AND
WORKABLE JOB SHALL BE FURN15HED AND INSTALLED, THIS INCLUDES ALL
STRIPING AND 5IGNAGE,
10. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION, MEANS,
METHODS, TECHNIQUES, OR PROCEDURE5 UTILIZED BY THE CONTRACTOR, NOR
FOR THE SAFETY OF PUBLIC OR CONTRACTORS EMPLOYEE5, OR FOR THE
FAILURE OF THE CONTRACTOR TO CARRY OUT THE WORK IN ACCORDANCE WITH
THE CONTRACT DOCUMENTS.
11. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE
CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS
OF THE JOB SITE, INCLUDING SAFETY OF ALL PER5ON5 AND PROPERTY DURING
PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY
AND WILL NOT BE LIMITED TO NORMAL WORKING kOURS, THE DUTY OF THE
OWNER TO CONDUCT CONSTRUCTION REVIEW OF Ti4E CONTRACTOR'S
PERFORMANCE 15 NOT INTENDED TO INCLUDE REVIEW OF THE ADEQJACY OF
THE CONTRACTOR'S SAFETY MEASURES, IN, ON OR NEAR THE CONSTRUCTION
SITE. CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING
ALL BARRICADES, WARNING SIGNS, FLASHING LIGHTS AND TRAFFIC CONTROL
DEVICES DURING CONSTRUCTIGN. CONTRACTOR TO COMPLY WITH ALL OSHA
REGULATIONS REQUIREMENTS AND SAFETY MEETING REQUIREMENTS,
GRAPHIC SCALE (in feet) 1"=20'
10' 0' 20' 40'
True
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THESE PLANS ARE SUBJECT TO
FEDERAL COPYRIGHT LAWS; ANY USE
OF 5AME �MTHOUT EXPRE55ED
WRITTEN PERMISSION OF THE
ENGINEER 15 PROHIBITED,/
DATE,
06/01Po6
5CALE:
I I' = 20'
DWG NAME:
I 058645A5E
DRAWN BY:
MJ5
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SITE PLAN
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SHEET NO.

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LOCATION MAP
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D� 137
1130/X73
00,921— -- —�
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NOTE:
CONTRACTOR TO COORDINATE FINAL LOCATION OF
"TO GO" DOOR WITH ARCHITECTURAL PLANS,
A5 REWIREED
U//
i
5' TYP
(OR SEE FLAN)
LU
NOTE; SEE PLAN FOR LOCATION
OF RAMP OR FLUSH JOINT
12
BLACK CAP
VAN
ACCE551BLE
—2' 50AGE
PWNG
R7-80
2' BLACK
PVC COATED
R7-8 STEEL POST
12' X 18'
3,
MAXIMUM
PENALTY
$250
TWO GOAT5 OF � 12' �-
TRAFFIC PAINT "NO PARKING 12' X 9' NEIGNT CLEARANCE OF SIGNS
ZONE" STRIPING (FOR SITE SIGNAGE)
HDCP SIGN
5' TYPZ (OR SEE PLAN) EOP
PLACE
WHFELSTOP
[7 3' FROM
FACE OF CURB/
EDGE OF PVMT
m
• 4'
BLUE
4"
LUE
VAN
ACCESSIBLE
12' X 6'
RESERVED
PARKING
IT]
6' (TYP,)
TIAO OATS OF
TRAFFIC PAINT�J ACCESSIBLE PARKING STALL
LAYOUT AND STRIPING
OHAIIIIAI AREA DETAIL NTS
WHEEL5TOP
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TRAFFIC PAINT
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WEST FIFTH STREET
N.T.5.
LUMBERTON
N
GRADING t DRAINAGE NOTES
I. SEE LANDSCAPE PLAN FOR REQUIRED TREES AND GROUND COVER.
2. SLOPE OF SURFACE GRADE SHALL BE A MINIMUM OF 1,00%
3, MAXIMUM CUT OF FILL 5LOPE5 15 2H:IV,
A. THE CONTRACTOR 5PALL PROVIDE CLEAN, SUITABLE MATERIAL FOR REQUIRED
FILL, SHOULD A SUFFICIENT QUANTITY OF SUITABLE MATERIAL NOT BE
AVAILABLE FROM THE REQUIRED EXCAVATION ON THE SITE.
5. ALL FILL MATERIAL SHALL BE FREE OF ORGANIC OR OTHER DELETERIOUS
MATERIAL AND BE COMPACTED TO 45S OF THE MAXIMUM STANDARD PROCTOR
DENSITY (A5TM 0-6%-70) UNLE55 OTHERWISE INDICATED ON THE PLANS. THE
FILL SHALL BE PLACED IN 8' L005E LIFTS. COMPACTION MUST BE CERTIFIED
BY A NORTH CAROLINA REG15TERED PROFE55ICNAL 5011-5 ENGINEER PRIOR TO
THE INSTALLATION OF PAVEMENTS, CURBS, SIDEWALKS OR FOOTINGS OF ANY
TYPE.
b. DETENTION POND, DETENTION OUTLET 5TRUCTURE5 AND TEMPORARY SEDIMENT
POND FEATURES ARE TO BE FULLY CONSTRUCTED AND OPERATIONAL PRIOR TO
ANY OTHER CONSTRUCTION OR GRADING ON THE 51TE AND MAINTAINED UNTIL
PERMANENT GROUND COVER 15 ESTABLISHED,
7, LENGTH OF RIP -RAP PADS AT PIPE OUTLET STRUCTURES TO TO BE A MINIMUM
LENGTH OF (6) 51X TIMES THE DIAMETER OF THE PIPE.
8, JURISDICTIONAL LAND DISTURBANCE PERMIT MUST BE U15PLAYED ON SITE AT
ALL TIMES DURING CONSTRUCTION AND IN PLAIN VIEW FROM A PUBLIC ROAD
OR STREET,
9. MAINTAIN ACCE55 FOR EMERGENCY VEHICLES AROUND AND TO ALL BUILDINGS
UNDER CONSTRUCTION; i,e, IN TIMES OF RAIN OR MUD, ROAD5 SHALL BE
PASSABLE TO EMERGENCY VEHICLES BY BEING PAVED OR LAVING A CRUSHED
STONE BASE ETC... WITH A �11NIMUM WIDTH OF 20 FEET, THE ACCE55 TO
BUILDINGS HAVING SPRINKLER OR STANDPIPE SYSTEMS SHALL BE TO WITHIN
40 FEET OF THE FIRE DEPARTMENT CONNECTION (NFPA 1141 3-1),
10. CONTRACTOR TO PROVIDE P051TIVE DRAINAGE AWAY FROM BUILDING IN ALL
AREAS AROUND BUILDING, A FRENCH DRAIN SYSTEM MAY BE INSTALLED IN
LANDSCAPED AREAS ADJACENT TO BUILDING,
MATERIALS NOTES
BENCH 120 BY DUMOR 51TE FURNISHINGS, GREEN FINI59,
CONTACT JIM HOWLETTE, 2413 BAINBRIDGE WAY, POWELL, TN 378A9
I-800-393-0915.
3'
INTERNATIONAL ACCESSIBILITY SYMBOL
VAN ACCESSIBLE
NDCP SIGN
8' TYP
(OR SEE PLAN) ZEOP
3/
T
VAN ACCESSIBLE PARKING STALL
LAYOUT AND STRIPING
'Y
GRAPHIC SCALE (in feet) I"=10'
5' 0' 10' 204
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THESE PLANS ARE SUBJECT TO
FEDERAL COPYRIGHT LAWS; ANT USE
OF SAME WITHOUT EXPRE55ED
WRITTEN PERMISSION OF THE
ENGINEER 15 PROHIBITED.%
DATE:
06/01/06
SCALE:
I' = 10'
DWG NAME
058643A5E
DRAWN BY:
MJS
U-
BUILDING AREA DETAIL
PLAN
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SHEET NO,
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6.10 MEMOMMM
Ts Definition Planting rapid -growing annual grasses, small grains, or legumes to provide in-
itial, temporary rover for erosion control on disturbed areas.
Purpose Tritemporarily stabillm denuded areas that will not belsrought tO final grade
for a period of morn than 30 working days.
Temporary seeding controls runoff and erosion until permanent vegetauim or
other erosfmn control meamees can be established. In addition, It provides
raidoeformaRp o=timandscedbedpteparadonandreduaeaprom msofmud
and drrstpzoductiem from Tram mil surfaces during construction.
Conditions W h ere On any cleared, unvegetased, or sparsely vegetated soil surface whre vegeta-
Practice Applies tive cover is needed for I= than I year. Applications of this practice include
divc;ri0o . dams, temporary sediment basins, temporary road banks. and top-
soil sraclrpiles.
Planning Annual plants. which sprout and grow rapidly and survive for only one season,
Considerations are suitable for embliishing initial or temporary vegetative cover. Temporary
seeding preserves the Integrity of earttten sediment control Structures such as
dikes, diversions,andthe banksofda nsandsedanentbasins.Iteanalmreduce
the amount of maintenance associated with these devices. For example. the f r-
quency of sedkmeatbasin clearrouts will be reduced if watershod areas. outside
the active cousauctios ione.amstabdlixed
Pmper seedbed preparation, selection of appropriate species, and use of quality
seed ste as important in this practice as in Practice 6,11. Penwitent Seeding.
Failure to follow established guidelines and recommendahm Carefully may
remelt In err inadequate or short-lived stand of vegetation that will not Contra
crosim
Temporary seeding provides protection for no more than 1 year, daring which
time permanent stabilimicn should be uritiate&
Specifications Complete grading before p mparing seedbeds and install ail necessary erosion
control practices, such as dikes. waterways and basins. hfimize steep slope&
because they make seedbed popmatiion dMcult and increase; the ormorn
hazard. If soils became compacted during grading. loosen them to a depth of 6-
8 inches using a ripper, harrow, or chisel plow.
SEEDBED PREPARATION
Good seedbed preparatum is essential to successful plant establishment. A good
seedbed is well -pulverized, loose, and unifiorm. Where hydmseeding methods
are used. the sarrfrace maybe left with a more irregular surface of large clads mad
stones.
Liming -Apply lime according to soil test recommetadations. If the pH (scidi ty)
of the soil is not known, an application of ground agricultural limestone at the
no of 1 to 1112 u msfaero on coarse -textured soils and 2-3 l ina*m on fine-
WMired soils is uawally sndi9deat. Apply limestone uniformly and moorpotate
into the top 4-6 inches of soil. Soils with a pH of 6 or higher teed not be finned.
Ftrituizer-Base application rates on soil tests. When these nine not passible,
apply a 10-10-10 grade fertlizer at 700-1.000 lb/acm Both f CU11 r and lime
should be incorporated into the top 4-6 inches of will. if a hydraulic seeder is
used, do not mix seed and fertilizer mare then 30 minutes before application.
Surface roughening--Ifrecesutillage opernims have resulted in aloose sur-
faces, additional roughening may not be required except to break up large clods.
If rainfall causias the surface to bocome sealed or crusted, loosen it just prior to
seedingdisking, coking, harrowing. orotberimitable methods. Groove offsr-
row slopes steeper than 3;1 on the contour before seeding (Practice 6.03, Sur
face Roughening) -
PLANT SELECTION
Select an appropriate species or species r main from Table 6.1 On, for seeding
inlaae winterandeariy spring, Table 6.l0hfrxsummer. and Tlable6.10c for fall.
In the Mouniaim, Dwernber and Jams" seedings have poor Chances of suo-
cess. When it is necessary to plant at thew dmeA use recommendations for fall
and a socarely lacked mukh-
SEEDING
Evenly apply seed using a cyclone reader (broadcast), drib4 cuhTadker seeder.
orhydroseeder. UseSeeding rates given in Tables 6.10" 10c. Broadcast seed-
ing and hyg are apProPriM for steep slopes where equipment cannot
be driven Hand broadcasting is not recommended because of ire difculty in
achieving a uniform disuributi0m.
Small grains should be planted no mono than 1 inch deep, and grasses and
legumes no more than 1/2 lads. Broadcast sped must be covered by raking or
chain dreggin& and then lightly firmed with arollerorcultipacloer.Hydroeeeded
mixtures should include a wood fr'ber (cellulose) mulch.
MULCHING
The use of an appropriate mulch will help erasure establishment under normal
Comditiow and is assontial to seeding Success under harsh site carditions (Prae-
tiee 6.14. Madcldag). Harsh site conditions Include-
• seeding in fall for winter cam (wood fiber mulches sire not considered
adequate for this use),
• slopes steeper than 11.
• CRONSively hot Of dry weather,
• adverse soils (shallow. rocky, or high in clay or sand), sad
• amass receiving concentrated flow.
If the area to be mulched is Subject: to concentrated waterflow. as in channels,
anchor mulch with netrhig (Practice 6.14, Mulching).
� TEMPORARY SEEDING �5
Maintenance Reseed and mulch area& where seoming emergmw is poor, or where erosion
omm. as soon as possibie. Do not mow. Ptorecx bruin traft as touch as pos-
sible
References sitepmwatfon
6.03. Surface Roull1herimg
6.04, Topsoilinff
,Sr diwe.Sta lizadon
6.11, Permanent Seeding
6.14. Mulching
Appeneilix
M Vegetation Tables
Table 6.10a
Temporary Seeding
ReCotnmendetlona for Late
Vhnter and Early Spring
Seeding mbdurs
Spedom Rate (IliAWS)
Rya (grain) 120
Annual leapedeza (Kobe in
Piedmont end Coastal Plain.
Korean In Mountains) 50
Omit annual lespeden when duration of temporary over is not to amend
beyond June.
Seeding darns
Mountsitns--Above 2500 ft: Folo. 15 • May 15
Selow 25M tt: Fib. 1 - May 1
Piadmatrnt--Jan. 1 - Nley 1
Coastal Plain. -Dee 1-Apr. 15
Soil amendments
Follow rwommendauma of soil taste orapply2,000 b/soreground aagrfoul-
brrd limestone and 750 lb/acre 10.10.10 fsrtilzer.
Mulch
Apply 4,000 W/acre strew. Anchor straw by tacking with asphalt netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance -
Referrilize if growth is not fully dequars. Reseed, refertilize and mulch im-
rnadlatelyfollowing erosion er othw damage.
w
6.11 TIMI _ ■
PS Definition Cattralting n wri and erosion on disturbed areas by establishing perennial
vegetative cave with seed.
Purpose Toneduccausionaudd esommcsttyiemfmmdistmbodareas,andtopw-
mmmthtly stabilire arch areas in a marr>ra that is economiCal, adapts to airs Can
ditkms, and allows selection ot'the moat spprupriateplant materials.
Conditions Where Fiwgtadedatraseawhichpmmag Ling-liwdvegerativerovwisWenwa
Practice Applies practical ar moat effective method of stabilizing are suit Perrnaoarr seeding
may also be used on tough -graded areas that will not be brought to final grade
for a year or more.
Areas to be stabilized with permanent: vegetation must be seeded or planted
within 30 wortfng days or 120 calendar days atta final grade isreached, mdesa
temporary stabilisa6tffi is applied.
Planning VegemtiotteonUdScrosionbyWotectingbare Soila facesfomraindopum-
Considerations pact and by reducing the velocity and volume of overland flow.
The most common and economical means of stabilukrg disturbed souls is by
seeding groaner and legumes. The advantages of seeding over other mesas of
establishing plants Include ft smallermitial cost, Iowa tabor mpa4 andgeater
flex ibillty of method. The disadvantages of seeding include
• potential for erosion during the establishment stage,
• the need to teseeri areas that fail m establish,
• seasonal limitations on suitable weft dates, and
• a treed for water and appropriate win pe retmrs dewing guminatiom ad
early, > aUL
The probability of snccessfid plant establishment can be neaxrimi zed through
good planning, knowledge of the sail characteristics (Table 6.11a), selection of
suitable plant materials for the site, good seedbed preparation, adequate liming
and fertilization. and. timely planting and maintenance.
SE KCTLNG PLANT MATERIALS
Climate, soils, and topography are the major factors affecting the suitability of
plants for a particular site All three of these factors vary widely across North
Carolina, with the most significant contrasts occurring among the three major
physiopaphic leglicin of the state---Moanntaiins. PiednonL and CcrosW Plain
eggrae 6.1 Is).
To simplrty plant selection. a Key to Pemumnt Seesyag Mf mires is presented
in Table6.l lb. To find seeding spwifiratiotls for a specific site, fallow this key
through the different steps -region, slope, soil, and maintenance level --to the
appropriate seeding number. Seeding mixtures reoommeodedhereare designed
for general use and are writ proven in paacticaf field situations (Tables 6.1 Ic
Table 6.11a
SUR W lhty of Soil for Establllhment of Low•mdnlartanee Vegetation
crftwk
Suitability
Urrrking Fealone
good
Fair
Poor
PH
6.6.7.8
4.3.6.E
do"
Toro add; possible
Al, W. Fe ioxidty
Available
>.10
.05-.10
c05
Too dry
water cepaciyr f
Taxi maz
Lell,al
ad, Sid
so, sic
Too high in day
al
d
o
N
s
Too high in send
Coards �
2.10
dm restrict
�
fragmentsa 0In)
43%
3.1100
ug
Depth to
40
2040
C20
Insufficient
bedrock (in.)
rooting depth
Salinity(mmhoatcm)
8-14
ate
Excesaaan
1iniln.
agar* Clay loner (ad), MAY
day loam (ski). day learn (d). Sandi' ban► (0I), sit bum (50), loamy a" ash Sandy
day (ac), Sity day (nlo), clay (c), sit (61), sand (a), and loam (q.
sPetwnt by weight.
Source: National Soils Hiindboch USDA4=.1 ae3-
Coastal Plain
Mountains Piedmont Upper Middle Lower
through 6.11v). They ate designed taproduce maximum stabilization and min-
imize the amount of maintenance and repair regtimd,
Land are is a primary consideration in phunning peruaanem seeding& pot• this
purpose land use, whether residential, industrial. commercial, or recreational,
can be divided carp two general categories:
• High -maintenance area arc mowed f viluertly. limed and fertilized
regularly sad either (1) receive ifkMW use (erg., Athletic fields) Cr (2) re-
quire maintenance to an aesthetic standard (erg.. home lawns). brasses
Used for these situations are Long-lived peitmu is that form a tight sod
and are fmbleaved and attractive in appeetncce. They must be well -
adapted 10 the geogmphkc area wheat they are planted and able to endure
lire stress of frequent mowing. Sites where h1&-maimoraiance vegetative
coves is desirable Include homes, industrial pads, schools, chupches, and
recreational areas.
• Low-maintess ace i i'esn tiro mOwod ittftequenty ornotat all, and do not
receive lime sad fertilizer an a regular basis- Pinata m 3st persist with Ilia -
tic mainteriancis overicing periods oftime. Crass and I . grime mixttuea are
favored for these Sites because legumes are a scarce of soil mtrogeaL
Mixed M Ws are also metre naistant ro adverse CWKh nos, Sites suitable
for law -maintenance vegetation urJude steep slopes, strrem Cr channel
beaks. Dome commercial properties, and 'utility' turf was such as mad.
banks.
SEEDBED PREPARATION
The soil an a disturbed Site must be amended to provide an optimum a nviron-
meat for seed gemination and seedling growth. The surface soil must be loose
enough for WOW infiltration and roorpenetration. lhepH (acidity orralkalinity)
of the and must be such that it is trot toxic and nutrients are available-�
bly between &0 and 6.5. Sufttciew muhients--added as fertnizer-must b
l»L
It is as important to add lime as to add fertilizer. Lime is used primarily as apK
aacidity. modifier. but it also supplies calcium and magnesium. which are im-
pmrtattplaut nuttieafa. By increasing SuRpH it also in" other nutrients more
available toplants, At the saute time. it prevents a u ninurn toxicity by decreas-
ing the solubility of soil aluminum. MMY soil& in North Carolina we high in
aluminum, which stuns plant growth.
After seed is in place, it mast be protected with a mulch to hold moisture and
moVy temperature eases. while peveating erosion during seedling estab-
li$hmeuL
STEEP SLOPES
The operation of equipment is restricted our slopes steeper than 3:1. severely
limiting the quality of the seedbed that can be prepared. The sell Cannot be adf-
ficimty worked, and armeadm ants cannot be thoroughly knearporate:d.
Provisions for establishment of vegetation on steep slopes can be made during
final gilift.InConstruction offillslopes,for example. die 1ast4-binches might
beleftuncompac" Aloose,mough seedbed is essential. Largeclods andstoereS
Tidewater
provide urophribes that hold seeds and fert7izer. Cut slopes should be tough-
ened (Pntctioe 6.03. Swface Raggheniag).
Where steepness prohibits the use of firm machinery. seeking methods arc
limited to broadcast or hydraaeeding, with hydmseedipg giving the mast do-
pendable results. Vegetation chosen for these slopes mast not require mowing
or other intensive maintenance. Using a bydraatic seeder. seed. f&tiii=, wood
fiber molch, and a tacking writ can be applied in one operation.
Good mulching practices are critical to protect against erosion on"slopes.
When raging straw, anchor with netting or asphalt. On slopes steeper drag 11.
jute, excelsior, or synthetic matting may be required to protect the slope.
Specifications smBED REQUIREMENTS
Bstabiishmeatof vegdatim should not be atkmpted on sites that are unsuitable
due to inappropriate soli texture (Table 6.1 is), poor drainage, cad
overland flow, err steepness of slope until measures have been taken to correct
To maintain a good stand of vegetation, the and must mace certain minimum re-
qumn a is as a growth medium. The existing soil should have these entrants:
• 15nou0 fmo-gramed (sill and clay) material to maintain adequate mois-
ture and nutrient. supply (availabffi water capacity of at least .05 inchas
water to 1 inch of soil).
• Suffidemtporewe- topanutrootpencivation,
• Suf'ficiem depth of sail to provide an adequate root zone. The d*th to
eockaimpermeablelayeas such m hardpans shouldbe 12 inches or more,
exceptcm elopes ste epor than 2:1 whesetheaddidanof msilis rent feasible.
A favorable pH amp for plant growth, usually 6.0 6.5.
• Freedom firma large roofs, branches, Mum large clods of earth. or trash
of any Lind. Clods and stones may be ]eft on slopes steeper than 3:1 if
they are to be hydroweded.
If say of the above criteria are riot met --Le., if the existing soil is too coarse,
dam, shallow aacidictofosuxv tatien--specialamenclimmisamrequired.
The and conditioners described below may be bexnefrcial or. pmhmbly, topadl
may be applied in aoceadance. with Practice 6.04, TopsoifiAg.
SOIL. CONDITIONERS
In order to improve the structure or drainage chaaecieristies of a coil, die fd-
lo wbag materials may be added These amendments should only be necessary
where sails have limitations that make then poor for plant growth or for fare
turf establishanent (see Chapter 3. Vegetative Co-Merarfons).
Peat--App mpnam types are sphagnum moss peat, hypnum (moss peat, reed -
sedge peaL oepeathumua, an from ftesh-water Seneca. Poatsbatld be shteddad
and conditioned in storage piles for as least 6 moNhs after excavation.
Sand --clean and five Of toxic materials.
Vermkulite-hartkaltural glade and fm of toxic substsaaexs.
Rotted manure -stable or Cattle ma nim runt containing undue amorous of
straw orother baddimg materials.
Tha'orghly rotted sa wd>Mt-froe of aloncs and debris. Add 6lb of nitrogen
to each cubic yard.
Shidge-Treated sewage and indviddal sludges are available in verimha forms,
these should be used only in aemrdanoe with local. State, and Federal regula-
d0ns.
SPBCLES SELECTION
Use the Key to Pemsaieat Seeding Mi tapes (Table 6.11b) to select the most
appropriate seed -rag mixt rebased on the general siteand maintenswe factors.
A listing of species, including scientific manes and characteristics, is given in
A"exdU8.02.
SEEDBED PREPARATION
Instal l necessay mwha nxd erasion and sedimentation conwd pracum before
Seeding. and complete grading according to the approved plan.
Lime and fwtitismr needs shoaldbedetermined by soil tests. Soil twang is per-
formed free of charge by the North Carol ins. Department of Agriculture soil test
ing laboratory. Directions. sample cartoon, and kmormatitm sheets are available
though county Agricultural Extension officer or hom NCDA_ Because the
NCDA sea testing lab requites 1-6 weeks for sample turnaround, sampling
must be planned well in advance of final grading. Testing is also done by com.
marcial laboratories.
When sail teals am not available. follow rates suggested on the individual
speciticstion sheet far the seeding mix chosen ('rabies 6.110 through 6.1 lv).
Application rates usually folk into the following ranges:
• Grotmd agicuktmd hmeaipno:
light-WrItrcd, Sandy soils+ 1-1 14 WWacro
Heavy -text utd, clayey sails: 2-3 bars/ m
. >V:
Grasses: BOD -1200 fh/acm of 10.10.10 (or the a quivalent)
Grass -legume mixtow 800-1200 Iblacre of 5-10-10 (or the equivalent)
Apply lime andfertilleer evenlyand mcarpondeiruothetop4-6mcheaof soil
by disking or od►er suitable means. Operate machinery an the contour. When
using a hydroseeder. apply lime and fe,trliaer to a rouSk loose surface.
Roaghen Snrfaea according to Practice 6.03. Swface Roughe".
Complete seedbed preparation by breaking up large clods and raking into a
smooth, uniform surface (sakes k a than 3:1). Fill in or level depressicans that
can collect water- Broadcast seed into a freshly loosened Seedbed that has got
been sealed by rainfall.
SEEDING
Se Ming elates givgh far the seeding mixture spexificatiom (Tables 6.1 lc through
6.1 Iv) are dedgrhated as "best" or "possible". SeedingS property tarried out
within the "best" dais have a bigh probability of success It is aLro posubke to
have setisfaewry establishment when seeding outside these dates. However, as
you devkate from them. the probability of failure increases rapidly. Seeding on
the laudste shown molder "possible' may reduce. chasm ofsuccess by 30-50%.
Always tabs this into account in scheduling hmd-clistmbirag ac mtes-
Use WOW seed tier permanent seeding wiheOerer possible. Certified sped is
inspected by the North Carolina Crop Improvement As&ociati mi. It ncem
publiaWNmStCmuhu Sondards seed dhoukd bewenofikW "Certified Seed"
label (Figure 6,1 Ib).
Figure L11b LOW dkplaysd an all Nrnh
t:aral'na earNpd red.
&MSULIENT SEEDING NT9
OM a sun wwwr - � . a r w.e .um -
eee„e,e. wr..wt.ne e,w.ersr, w..,uaw.f n,n.
GROWN IN NORTH CAROLINA
No Wt. Lea .......
Pun wad.... ekU
Inun Mawr... (%I ..
CMw Crop... tk)..
Had Ss6d
lw, oleo--. _--
NoxwNd/111......
ra No...
con. No.
Nand ....
VVWty
Labeling of noel -certified seed is elm required by law. Labels contain important
informadW on Seed purity, germination, andpresence of weed seeds. Seed must
meat State standards for content of noxious woods, Des not accept seed Cantain-
ing "prolaibiteW noxious weed seed.
Inoue legume seed with the Rluxubturre bacteria appropriate to the species
Of I091 me ( 40- J. Vegetative CoMsideratiom)-
Apply seed uniformly with a cyclone seeder, drop -type spreader, drill, cui.
dpw-bw seeder, or hydrmeeeder on a firm, friable seedbed.
Figure 6.11c Suggested pattern for
braadoasting seed and fertilizer
(source: NCAES 6ugrinACi9).
What using a drill or adtipwJ= seeder, plant small gains no more than I itch
deep, grasses and legumes no more than 1i2 inch. Equipment should be cali-
brated in the field for the desired seeding rate.
When using broadcast -seeding methods, subdivide the area into workable sea
dune and determine the amount of sped needed for each Section. Apply onabi ff
the seed while moving back and frith across the sees, making a uniform pat -
tam: then apply the second half in the same way, but novmg sat right angles to
the first peas (Figare 6.11c).
Seeding Pattern
[Coll
.ft
Cover broadcast reed by rakisi or exam dr-agging; them firm the snrfaee
with a roller or cak"Lw to pr'ovfde good seed contact.
Mulch all liL mdrip immediately after seeding (Practice 6.14. Mulct-g).
HYDROSP.BDING
Surface roughening is particularly important when hydtoseedhM as a roggb-
enedalope willprovide inane rraturalcoveragefariime, fertilizer, and-W. The
surface should not be compacted or smooth. Fine seedbed preparation is not
neloessary for hydrae eding openbous; imp clods, stones, ad irregularities
provide cavities in which seeds cam lodge,
Rate of wood fiber (cellulose) application shoudd be at least 2,0001blacre.
Apply kgnme inoculants at four tuna the recoonme nded rate when adding in-
oaulaut to a hydromeder sloray.
If a machinery breakdown of 1/2 to 2 ham occurs, add 50% more sad to the
tarok, based nn the proportion of the Barry rernakiiog. This should compensate
for damage to seed Beyond 2 horns, a full Tate of new seed my be necessary.
Lime is not normally applied with a hydraulic seeder because it is abrasive, It
can be blown onto stop slopes in dry form.
SPRIGGING
Hybrid Bexmudegass cannot be grown from seed and must be planted vegeta-
lively. Vegetative methods of establishing common and hybrid Bermudagrass,
ceotipedegrass, artdBahiagassinclude sodding, plugging and sprigging (Chop
ter 3, Vegetative Condderarions). Sprigs are hiMments of horizontal stems
which include at least one node (joint). They are normally sold by the bushel
and can uidhe r be broadcast or planted in far rows using a tractor -drawn tobac-
co or vegetable Inrasplanser.
Furrows should be 4-6 inches deep and 2 fir apart Place sprigs about 2 it apart
in the row with one end at or above gthwnd level (Figure 6.11d).
Figure ILI Id Proper ptaooment of grass
spllgs. Each sprig should have at feast one Soil Surtae:R
node (ModaedfromNCAESBtasInAGag). LL
2' A4-r-
Correct Incorrect
Broadcast sprigs at the specified rate (Tables 6.1 IF and 6.1 Is). Press into rho
top 1/2-2 inches of soil with a cultipa&u or with a disk set nearly straight so
that the sprigs are not brought bast to the surface.
IRRIGATION
Moisture is essential for seed germination Sod seeding establishmeri. Sarp-
ppemental rmgaton can be very helpful in assuring adequate stands in dry
seasons or to speed development of fun cover. It is a requirement for fine turf
establishment and should be used elsewhere when feasible. However,iaigatiom
is rarely critical for low -maintenance veggatillt placated at the appropriate amel
of the year.
Water application rates muse be carefully controlled to prevent runoff. Inade,
quate or excessive anhount of water can be mere hamM than no supplemen-
tal water.
Maintenance Genoralfy, a stand Of vegetation cannot be determined to be fully established
until sake COW has been maintained for one fad year from placating. Imspoc►
seeded areas for failure and make necessary repairs and reneedings within the
same season, if possible.
Reseedins--Ua stand has inadequate cover. re-evaluate choice of plant mate.
naps and quantities of lime and fierlilizrr. Re-establish The stand after seedbed
preparation or ova -seed the stand. Cotisidw seeding temporary, annual species
iffhe timeOfyearis not sppropriaW forpermanentwA dkog (Practice5.10. Tema
pomary Seeding).
If vegetation fails to grow, soil be must tested to determine ifacidity or nutrient
imbalance is responsible.
FertBinfion-On the typical disturbed site, full establishment usually requires
zelmlilixation m die s ma nd growing seasat Fine turf requires annual maim_
teasnoa fernlrzatien (Table 6.12b). Use soil tests if possible or follow the
guidelines given fur the specific seeding mixture (Tables 6.1 le through 6.1 iv).
References sirePmp,,,,a,M
6.03, Surface Roughening
6.04, ToPsoiling
Swface Staulrasation
6.10. Temporary Seeding
6.12. Sodding
6.14, Mulching
An-ndix
8.02. Vegetation Tables
Cbaphr 31 Vegelad" COMsideraloas
USDA Soil Comervadon Service
National Soils Handbook
Table 5.11 b
Key to Permanent Seeding Mitchures Batted on Site CheraWerlake
Region end Site Chammarlstical
Seeding
Table
Humber
(6.11)
L Mourelains
A Steep slopes (steoperthan 3:1); low maintenance
i. Average soils .. ...... . ...........
I M
e
2. Cold shoo or rocky, rough, dry solo . ..... . ...........
2M or
d
..................... ........... ...7Mareaas)
I
B. Gentle slopes (3:1 or less)
I. Law maintenance
a. Average soil .......................
3M
p
b. Rough, rocky, dry soil ............... . .......
2M or
d
..............................
7M (taaes)
1
2. High maintenance
a Full sun, soils with good moisture retention ............4M
1
b. Full sun. drought -prone sells ................ . ...5M
g
m Sun or asmi-shade, minimum -cars lawns .............6M
h
C. Grass-Iined channels ...........................
8M
j
11. Piedmont
A. Low maintenance
1- Steep slopes or stony, shallow or dry sots ........... .
..1 P
k
2. Ganile slopes with average or better Sole ..............2P
I
B. High maintenance (Slopes Less than 3:1)
1. Cope sites: soils with aven"Ta or batter moisture retention ......
3P
m
2 Warm ekes; dry, poor aoyk ......................
4P or 3CP
n. r
C. GrawAlned channels
1. Soils with swags or better moisture retention .............
SP or am
0,1
2. Full sun, drotrght-prone "a .................. .
.. 7CP
v
Ill. Coastal Plain
A. Well- to poorly -drained soil with good water, -holding capac lea
1. Low maintenance ..............
.1CP
p
2, high maintenance ............. . .............
2CP
q
B. Well -drained sandy [came to exosssk* wail d aired sand$
I. High maintenance, fineturi ......... . ............3CP
r
2. LOW- to medium -care lawns ............. . ........
4CP
a
S. Low maintenance .............. . ... . .......
. 6CP
t
C. Intertidal zones of estuarine shorelines, dredged
material, and graded areas in sak water .................
6CP
u
D. Grass -find channels ........... . ...............
70P
IF
F- Coastal sands exposed to salt spray
and/bfwinderosion . . ..................... . ..
.see Table 6.1So
'Refer to Table 6.1 Is lorsoil suitability limitations.
SEE 54EET C-9d FOR MORE
INFORMATION ON PERMANENT SEEDING
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THESE PLANS ARE SUBJECT TO
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OF SAME WITHOUT EXPRE55ED
WRITTEN PERM155ION OF THE
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DATE;
06/01/06
SCALE,
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PERMANENT SEEDING L -
DETAIIS ! NOTES I Ck
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5HEET NO.
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Table 6.11 p
Seeding No.1 CP for: Well- to
Poorly Drained Solis with
Good Moisture Retention;
Low Maintenance
Table 6.11 q
Seeding No. 2CP for: Well- to
Poorly Drained Soils with
Good Moisture Retention;
High Maintenance
Table 6.11 r
Seeding No. 3CP for: Dry
Sands to Sandy Loams; High
Maintenance, Fine Turf
,1PERMANEN7 SEEDING
Seeding mixture
Species
Rate (Iblacre)
Tall fescue
g0
Pensacola Bahiagrass
50
Sericea lespedeza
30
Kobelespedeza
10
Seeding notes
1. From Sept. 1 - Mar. 1, use unscarif led sericea seed
2. on poorly drained sites omit sericea and increase Kobe to 30 Iblacre.
3. Where a neat appearance is desired, omit sericea and increase Kobe
to 40 Iblacre.
Nurse plants
Between Apr. 15 and Aug. 15, add 10 Iblacre German millet or 15 Iblacre
Sudangrass. Prior to May 1 or after Aug. 15, add 25 Iblacre rye (grain).
Seeding dates
Best Possible
Early spring: Feb. 15 - Mar. 20 Feb. 15 - Apr. 30
Fall: Sept. 1 - Sept. 30 Sept. 1 - Oct. 31
Soil amendments
Apply lime and fertilizer aocording to soil tests, or apply 3,000-5,000 lb/acre
ground agricultural limestone (use the lower rate on sandy soils) and 1,000
lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 Iblacre grain straw or equivalent cover of another suitable
mulch. Anchor straw by tacking with asphalt, netting, or roving or by crimp-
ing with a mulch anchoring tool. A disk with blades set nearly straight can
be used as a mulch anchoring tool.
Maintenance
11growth is less than fully adequate, refertilize in the second year, accord-
ing to soil teats or topdress with 500 Iblacre 10.10.10 fertilizer. Mow as
needed when sericea is omitted from the mixture. Reseed, fertilize, and
mulch damaged areas Immediately.
'Refer to Appendix 8.02for botanical names.
Seeding mixture
Speciesi Rate (lb/acre)
Tail fescue (blend of two or
three improved varieties) 200
Rye (grain) 25
Seeding dates
Best: Sept. 15 - Oct. 15
Possible: Sept. 1 - Oct. 31 or Feb. 15 - Apr. 30
Soil amendments
Apply lime and fertilizer according to soil tests, or apply 3,000-5,000 lb/acre
ground agricultural limestone (use the lower rate on sandy soils) and 1,000
Iblacre 10-10-10 fertilizer.
Mulch
Apply 4,000 Iblacre small straw or equivalent cover of another suitable
mulch. Anchor straw by tacking with asphalt, netting, or roving or by crimp-
ing with a mulch anchoring tool. A disk with blades set nearly straight can
be used as a mulch anchoring tool.
Maintenance
Fertilize according to soil tests or apply 40 Iblacre nitrogen in Jan. or Feb.,
40 Ib in Sept., and 40 lb in Nov., from a 12-4-8, 16-4-8, or similar turf fer-
tilizer. Avoid fertilizer applications during warm weather, as this increases
stand losses to disease. Reseed, fertilize, and mulch damaged areas im-
modiately. Mow to a height of 2.5-3.5 inches as needed.
'Refer to Appendix 8.02for botanical names.
Seeding mixture
Speciesi Rate (bu/1,000 ftz)
Tifway or Tifway II Minimum: 3
hybrid Bermudagrass Rapid cover: 10
Seeding notes
1. Sprig or sod (Practice 6.12, Sodding). Moisture is essential during ini-
tial establishment. Sod must be kept well watered for 2-3 weeks, but can
be planted earlier or later than sprigs.
2. Common Bermuda can be seeded or sprigged but does not produce a
high -quality turf. it is also less cold tolerant than the hybrids, more wood
prone, and a pest in flower beds and specimen plantings.
Planting dates
Apr. - July
Solt amendments
Apply lime and fertilizer according to soil tests, or apply 3,000 Ib/acre
ground agricultural limestone and 500 Iblacre 10-10-10 fertilizer, or 50
Iblacre nitrogen from turf -type slow -release fertilizer. Add 25-60 Iblacre
nitrogen at 2- to 3-week intervals through midsummer.
Sprigging
Plant sprigs in furrows with a tractor -drawn transplanter, or broadcast by
hand.
Furrows should be 4-6 inches deep and 2 ft apart. Place sprigs about 2 ft
apart in the row with one end at or above ground level (Figure 6A 1 d).
Broadcast at rates shown above, and press sprigs into the top 1/2-2 in-
ches of soil with a disk set straight so that sprigs are not brought back
toward the surface.
Mulch
Do not mulch.
Maintenance
Water as needed and mow to 3/4- to 1-inch height. Topdress with 40
Iblacre nitrogen in Apr., 50 lb in May, 50 lb in June, 30 lb in July, and 25-
50 lb in Aug.
Refer to Appendix 8.02 for botanical names.
NS NT5
Table 6.11 s
Seeding No. 4CP for:
Well -Drained Sandy Loams to
Dry Sands, Coastal Plain and
Eastern Edge of Piedmont;
Low- to Medium -Care Lawns
Table 6.11t
Seeding No. 5CP for:
Well -Drained Sandy Loams to
Dry Sands; Low Maintenance
Table 6.11 u
Seeding No. 6CP for:
Intertidal Zones of Estuarine
Shorelines, Dredged Material,
and Graded Areas In Salt
Water
Seeding mixture
Species
Centipedegrass
Rate
10-20 Iblacre (seed) or
33 bu/acre (sprrfs)
Seeding dates
Mar. - June
(Sprigging can be done through July where water is available for irriga-
tion.)
Soil amendments
Apply lime and fertilizer according to soil tests, or apply 300 Iblacre 10-10-
to.
Sprigging
Plant sprigs in furrows with a tractor -drawn transplanter, or broadcast by
hand.
Furrows should be 4-6 inches deep and 2 It apart. Place sprigs about 2 ft
apart in the row with one end at or above ground level (Figure 6.11 d).
Broadcast at rates shown above, and press sprigs into the top 1/2-2 in-
ches of soil with a disk set straight so that sprigs are not brought back
toward the surface.
Mulch
Do not mulch.
Maintenance
Fertilize very sparingly 20 Iblacre nitrogen in spring with no phos-
phorus. Contipedegrass cannot tolerate high pH or excess fertilizer.
1 Refer to Appendix 8.02for botanical names.
Seeding mixture
Speciesi Rate (lb/acre)
Pensacola Bahiagrass 50
Sericealespedeza 30
Common Bermudagrass 10
German millet 10
Seeding notes
1. Where a neat appearance is desired, omit sericea.
2. Use common Bermudagrass only on isolated sites where it cannot be-
come a pest. Bermudagrass may be replaced with 5 lb/acre cen-
tipedegrass.
Seeding dates
Apr. 1 -July 15
Soil amendments
Apply lime and fertilizer according to soil tests, or apply 3,000 lb/acre
ground agricultural limestone and 5001blacre 10-10-10 fertilizer.
Mulch
Apply 4,000 Iblacre grain straw or equivalent cover of another suitable
mulch. Anchor by tacking with asphalt, roving, or rotting or by crimping
with a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Refertilize the following Apr, with 50 lb/acre nitrogen. Repeat as growth re-
quires. May be mowed only once a year. Where a neat appearance is
desired. omit sericea and mow as often as needed.
"'Refer to Appendix 8.02for botanical names.
Seeding mixture
Speciesi
Planting Zone (Figure 6.11 e)
Smooth cordgrass
mean sea level to mean high water
Saitmeadowcordgrass
mean high waterto average high
water of storm tides
Giant cordgrass
irregularly flooded areas where
salinity does not exceed 10 (ppt)
Spacing
2x2 It
Planting dates
Apr. - June
Site suitability
Periodic flooding and draining is necessary for good growth. in North
Carolina, estuaries south of Cape Lookout and areas near inlets where
diurnal lunar tides range 2 to 5 it provide a relatively wide intertidal zone
for growth of smooth cordgrass. Larger estuaries north of Cape Lookout,
where water level is determined primarily by wind and freshwater runoff,
provide only a narrow intertidal zone in which plantings must be placed
precisely according to elevation.
Sources of plants
Greenhouse -grown seedlings may be obtained from commercial sources,
but usually only by contract orders. Plants may be dug from existing stands.
Select plants from recently established marshes with open stands or marsh
edges where plants are vigorous and the root mat is not dense. Digging
and separating is easier in sand. Disposal areas for sandy, dredged
materials often provide a good source of plants. Care should be taken to
minimize damage to existing marshes.
Once plants are dug, prevent them from dying by packing the roots in moist
sand in buckets or tubs.
Planting methods
Hand planting may be done by opening holes :4-6 inches deep with a dib-
ble or shovel, inserting a single stem, and packing the soil around it. Large,
firm areas may be planted with a tractor -drawn transplanter (tobacco or
vegetable transplanter).
(Table 6.11 u continued)
Table 6.11 u
(continued)
Fertilization
Lime and fertilizer should be applied at rates recommended by a soil test
(ask for recommendations for fescue). Without a soil test, apply 2 tons/acre
lime,100 lb/acre nitrogen (preferably an all- ammonium source), and 200
lb/acre PZOs. Potassium is not required. Fertilizer may be broadcast and
Incorporated before planting if the site can be graded and planted before
flooding occurs. incorporate all amendments into the upper 4-6 inches of
soil.
If the area to be planted Is flooded regularly, apply fertilizer below the sur-
face at planting. Slow -release fertilizers are more effective since they sup-
ply nitrogen over a longer period of time and can be placed in the planting
hole with little risk of damaging the roots. If soluble (quick -release) mate -
dais are used, cover with 2 inches of soil before inserting plant. Osmocoto
(14-14-14 or 18-6-12) is an effective slow -release material that can be
placed in the planting hole at the rate of 0.5 to 1.0 oz (2-4 teaspoons) per
plant.
Maintenance
Where plantings are exposed to wave action, replace plants that are
washed out. In the second and third growing seasons, broadcast nitrogen
and P20s at 150 Iblacre split into three equal applications in Apr., June,
and Aug. Always apply fertilizer at low tide.
Table 6.11v
Seeding No. 7CP for:
Grass -lined Channels;
Coastal Plain, Lower
Piedmont, and Dry Solis In
the Central Piedmont
Seeding Mixture
Species i Rate (lb/acre)
Common Bermudagrass 40-80 (1-2 lb/1,000 ft)
Seeding dates
Coastal Plain: Apr. -July
Piedmont: Apr. 15 -June 30
Soil amendments
Apply lime and fertilizer according to soil tests, or apply 3,000 Ib/acre
ground agricultural limestone and 500 Iblacre 10-10-10 fertilizer.
Mulch
Use jute, excelsior matting, or other effective channel lining material to
coverthe bottom of channels and ditches. The lining should extend above
the highest calculated depth of flow. On channel side slopes above this
height, and in drainages not requiring temporary linings, apply 4,000
Iblacre grain straw and anchor straw by stapling netting over the top.
Mulch and anchoring materials must not be allowed to wash down slopes
where they can clog drainage devices.
Maintenance
A minimum of 3 weeks is required for establishment. inspect and repair
mulch frequently. Refertilize the following Apr. with 50 Iblacre nitrogen.
iRefer to Appendix 8.02for botanical names.
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STORM DRAIN PROFILES
HORIZONTAL SCALE: I11,201
VERTICAL SCALE: III=51
SANITARY SEWER PROFILES
HORIZONTAL SCALE: III=201
VERTICAL SCALE: I"=51
10 --YEAR STORM CHART
Station
Len
Drng
Area
Rnoff
coeff
Area
x C
Tc
Rain
(1)
Total
flow
Cap
full
Val
Line
To
Incr
Total
Incr
Total
Inlet
Syst
Line
(ft)
(ac)
(ac)
(C)
(min)
(min)
(Inlhr)
(cfs)
(cfs)
(ftfs)
4
End
17.0
0.00
0.00
0.00
0.00
0.00
5.0
6.0
0.0
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22.62
0.98
3
End
16.0
0.17
0.17
0.86
0.15
0.15
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6.9
1.04
8.30
0.59
2 ..
End
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0.17
0,17
0.92
0,15
0.16
5.0
5.0
6.9
1.08
14.85
0.67
1
End
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0.77
0.77
0.81
0.62
0.62
5.0
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6.9
4.32
22.62
1.66
Pipe
Invert Elev
HGL Elev
Grnd 1 Rim Elev
Size
Slope
Up
Dn
Up
Dn
Up
Dn
(in)
(%)
(ft)
(ft)
V*
(ft)
00
(ft)
24
1.00
115.00
114.83
116.83
116,83
119.52
117.33
18
0.62
119.50
119.40
120,90
120.90
122.50
122.70
18
2,00
118.00
117.68
119.18
119.18
123.00
123.60
24
1.00
119.17
1113.50
120.50
120.50
122.35
121. DO
Line ID
PC2 (C2 - Cl)
PE1 (El - Ex1.1)
PD1 (131 - F_x2.1)
PE2 (B2 - B1)
i• CONTROLLED BACK FILL TO BE PLACED IN 6' L005E LIFT AND COMPACTED
TO 95% ASTM D08 PRIOR TO SANITARY SEWER CONSTRUCTION, BACK FILL
SHALL BE PLACED TO A MINIMUM OF ±2' ABOVE THE CROWN ELEVATION OF
THE PIPES,
2. 64 SANITARY TRENCH 514ALL BE CUT INTO CONTROLLED BACK FILL. FILL
AROUND SANITARY SEWER 514ALL BE IN ACCORDANCE WITH DETAIL 5 ON
SHEET CD-2.
3. A STORM DRAIN AND SANITARY SEWER LENGTHS ARE MEASURED FROM
CENTER LINE OF STRUCTURE TO CENTERLINE OF STRUCTURE OR FACE OF
HEADWALL,
4, ALL PIPE LENGTHS SHOWN ARE ROUNDED TO THE NEAREST FOOT,
S. ALL STORM DRAIN PIPING SHALL BE BEDDED AND BACK FILLED ACCORDING
WITH DETAIL 5 ON SHEET CD-2 UNLE55 SPECIFICALLY NOTED OTHERWISE.
6. UNFORESEEN SUBSURFACE CONDITIONS SHALL BE BROUGHT TO THE OWNER'S
AND ENGINEER'S ATTENTION IMMEDIATELY IMPLEMENTATION OF CORRECTIVE
BEDDING MEASURES WITHOUT THE OWNER'S APPROVAL SHALL BE AT THE
CONTRACTOR'S OWN RISK AND AT NO ADDITIONAL COMPENSATION.
7. EXISTING GRADES SHOWN ARE APPROXIMATE AND DO NOT REFLECT TOP
SOIL REMOVAL, CLEARING, AND GRUBBING OPERATIONS, THE CONTRACTOR
5HALL ASCERTAIN FOR HIMSELF THE EXTENT OF DISTURBANCE FOR THESE
ACTIVITIES.
8, THE CONTRACTOR 514ALL REFERENCE THE GEOTECHNICAL REPORT
PREPARED FOR THE OWNER FOR SUBSURFACE CONDITIONS. THE
GEOTECHNICAL REPORT 15 NOT A PART OF THE CONTRACT DOCUMENTS.
9, EXCAVATIONS FOR STRUCTURES 514ALL BE TAKEN AS A TRENCHING
EXCAVATION WITHOUT FURTHER COMPENSATION,
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FEDERAL COPYRIGHT LAWS; ANY USE
OF SAME WITHOUT EXPRESSED
WRITTEN PERMISSION OF THE
ENGINEER 15 PROHIBITED.
DATF:
06/01/%
SCALE?
I' = 20`
DWG NAME;
05864 PROFILES
DRAWN BY:
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PIPE PROFILES
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YELLOW -LEFT EDGE ON MULTILANE DIVIDED
ROADWAYS AND CENTERLINE STRIPE
C 4"
WHITE LINE (PARKING STRIPE)
40
BROKEN YELLOW CENTER LINES
I
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10'
I 30'
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BROKEN
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1
WHITE 04ANNELIZING LINE
4-
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2'
WHITE C14ANNELIZING LINE
-Ea.
WHITE CROSSWALK LINE
WHITE STOP LINE
LINE SPECIFICATIONS
� PAVEMENT STRIPING/MARKINGS NTS
STEEL FABRIC RE______
REINFORCING STEEL INSTITUTE
DESIGNATION 6 x 6 - WI.4 x WI.4
4'
R£II FORCIIN ST ELFI STITUTE -
DE51G ATION 6 x 6 - WI,4 x W1,4
TYPE 'A'
SLOPE TO
SLOPE 2%
4500 psi.
CONCRETE
TYPE '51
Ln
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VARIES
(OR SEE PLAN)
RESERVED
PARKING
Lai
R7-8
12' x V
VAN
ACCESSIBLE
i' 12' X 6'
TE
"NO PARKING
ZONE" STRIPING
VARIFS
R5-I
24'x 24'
WRONG
a' WHITE WAY
R5-IA
WHITE 36'x 24'
CROSSWALK
SPECIFICATION
E
JOINT SHOULD BE TLU51­1' AND
WITHOUT ANYMORE THAN 1/4"
VERTICAL RISE.
PAVEMENT SURFACE
(SEE PLANS
FOR DETAILS)
VARIES
(SEE PLAN)
21 MAX,
I' BATTER
I' RADIUS
�+ PAVEMENT
1/2" -I I I=I I I=I 1 I-.... - ....:... ,
3000 psi CONCRETE I I IEII M I I _.r.�. ,�
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6X6 I.2/1.2 NAM A I El I I o 0 o n
°0°0°0°°°
°0°0O P O 0000000000
�II—EIII�II� 0°00
COMPACTED 5UBGRADE I III
VARIES
TYPE 'C'
EXPANSION MATERIAL
(5EE PLANS I( (PSEE PLANS
AVEMENT SURFACE SLOPE TO DRAIN 6� b" FOR DETAILS)
SLOPE 21 MAX,
4'
_ G
3000 i CONCRETE � I I� � I � I •�. h - .
000o00000000000
STEEL FABRIC REINFORCING STEREINFORCEMENTLINSTITUTE
NS11� l i= I I II I I ICI I II I'
DESIGNATION 6 x 6 - 141,4 x 14I.4
�IlTiillllilllll-111 �I III—, II II` Il ll�ll ll it !
COMPACTED 5UBGRADE
TYPE 1 D'
5 CONCRETE 5I DEWALK DETAILS NT5
NO
PARKING
ANY
TIME
R7-1
12'x18'
R3-2
24'x 24'
RIGHT LANE
MUST
TURN RIGHT
R3-7
30' x 30'
R6-1
51TE SIGN" x 1z'
2 NTS
RI -I
24'x24'
2' STEEL PIPE
ROUND OR
50UARE
7'
1 �12'I
HEIGWT t CLEARANCE OF SIGNS
(FOR ROADWAY SIGN)
VAKIL5 4+
I'R SEE PLAN 1"
BATTER
�
r — 2 R a 3C+OICRETE
ci
. e � IlIl jjII
0,50' 0.50'
COMPACTED
EARTH
SLOPE FLUME ACCORDING TO GRADING AND DRAINAGE PLAN
� CONCRETE FLUME NTS
EXPM51ON JOINT
LAR1ES
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ISOMETRIC VIEW
TYPICAL CURB It GUTTER
CURB TRANSITION NT5
FILLED W/CONCRETE
2" R15E 't „-7
TRAFFIC
REFLECTORIANT YELLOW
4' 5CH 40 STEEL PIPE
4'-2'
PAVEMENT VARIES
:. MIN,
EARTH a VARIES
5UBGRADE
Ca
41
ENCASE IN 40
CONCRETE 3000 psi I'-0'
3 BOLLARD NT5
1 1/2' ASPHALTIC SURFACE COURSE
2ASPHALT BINDER COURSE
O O O O O O
0 0 0 0 0 0 0 0 0 0 o HEAVY-DUTY ASPHALT �q
COMPACTED SUBGRADE�
COMPACTED
10' GRADED AGGREGATE BASE COURSE
-1-1/2' ASPHALT SURFACE COURSE
2' ASPHALTIC BINDER COURSE
� 0 2'. 0 0 o� o� o o LIGHT -DUTY ASPHALT 7b
COMPACTED SUEIGRADE� COMPACTED
6' GRADED AGGREGATE BASE COURSE
10' CONC. 4000 PSI, 650 FLEX
6'... .I,... NAM
CONCRETE 111EELITOP NT5
DEPRESSED 51DEWAI-K TO BE AT PAVEMENT GRADE THE —
ENTIRE WIDTH OF THE PARKING SPACE AS SHOWN
ON GRADING PLAN. GRADE A5 SHOWN ON PLAN WITH
RAMPS TO ADJOINING GRADES, ALL GRADES AND WDTH5
ARE TO MEET ADA SPECIFICATION5, DIMENSIONS SHOWN ARE
MINIMUM (SEE PLANS FOR DIMENSION REQUIRED).
Ln
Liu
SEE PLANS
IIDTH VARII
5.00' MIN,
51DEWALK RAMP
DOWN
GUTTER TRANSITION I
ASPHALT PARKING
AREA PLAN VIEW
..•A DUMP5TER APPROACH 7�
.__. • + 4 CONCRETE PAD
a. •
COMPACTED 5UBGRADE2 CarwE NOTI;511 12
TO 98% 5TD PROCTOR 1, F'c = 3000 P51 /
FOR A DEPTH OF 12' 2. PROVIDE CONTROL JOINTS AT 10' O.C,�S�T�gV Ira
3. PROVIDE EXPANSION JOINTS ONLY MERE CONCRETE
PAVEMENT ABUTS FIXED OBJECT5, CURB AND GUTTER, AND gSR G�tAe��?
OTHER PAVEMENT TYPES.
M MESH, SUBSTITUTED WITH EOUILEVENT
STRENGTH �y�f(s�op `r�/hpFD
ASRKT W04 1. THE ASPHALT SURFACE COURSE SHOULD
CONFORM TO THE MOST RECENT EDITION OF THE NORTH CAROLINA
DEPRTMENT OF SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION,pFOR HOT ISOMETRIC VIEW
MIX ASPHALTIC CONCRETE SURFACE COURSE, THE BASE COURSE
SHOULD CONFORM TO THE NCDOT STANDARDS FOR BASE COURSE
PAVEMENT SECTIONS NTS COMPACTED TO % PERCENT OF THE MOD0ED PROCTOR (A5TM 51DEWALK RAMP NTS
7 D-08) MAXIMUM DRY DENSITY, V
2. TACK COAT SHOULD BE PROVIDED ATOP EACH PAVEMENT
DIMEN510H ON PLANS ARE SHOWN
OC I P51
C
CONCRETE
\�d
„
a d.
•
b"
1 1/2,
NORMAL CURB 4 _ UG TTER
REVERSE CURB 4 GUTTER
�0 2�11 CURB AND GUTTER Nr5
USE REVERSE OR '5PILL' CURB
WHEN THE PAVEMENT SLOPES
AWAY FROM CURB.
Nyrm
I, VC = 3000 P51
2, PROVIDE CONTROL JOINTS AT 20' O.C. TRANSFORMER PAD NTS
3. 6'6' WWM MAY BE SUBSTITUTED WITH
EQUILEVENT STRERGTFI FIBER MESH.
6
UNAINA(it,
h'LAC. MtN I ELAN
120-3-20-.40 Detectable Warnings. Note: The material used
(1) General. Detectable warnings required by Provide contrast slouid contrast
by at least 70%. Contrast in
rule 120-3-20-.03 and rule 120-3-20-.18 shalI Percent is determined by:
comply with rule 12d-3-20-.40.
contrast = F Cs_ - B2) In.1 X Igo
(2) Detectable Warnings on Walldna Surfaces. where B, = fight reflectance value (LRV) of
Detectable warning textures on walldna surfaces the lighter area and S. - light reflectance
shall consist of exposed aggregate concrete, Value (LRV) of the darker area.
cushioned surfaces made of rubber or plastic;
Taised strips, or grooves. Textm Shall ¢rgntrrrst Note that in e:2y k:Z011cation both
%ith that of the surrounding surface. Raised strips white and black are never absoaute;
or grooves shall comply with Fig.40. Grooves tiers, B. ne7er ec_mals Lo0 anf~ B2 is
may be used indoors only. a?wi:ys grestew than 0.
Grooves =ay be =ad indoors aa2y.
Plan *1 T*=iir warning S,rrfaaa
�9 rMl� Annn nci icn r, ry
�- COMPACTED 50BGRADE TO 1001
SECTION A -A
A
wAt7BR�CwK 1Vw'eTGNwt ss+�TraAxa w1 s7.l.r9ao
,v>rir.a auto. I
appwe ,nat -
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-1/s - 3/a
I"
;ptle•.s in sretaa. '
N07E: Graar.ea irray oeMle tread ienoerr.
rb y
Secioas ur 1a�tile�arnmg5urfaras
MS. ao .
sceips and C; o *ac used as Taatik
Warnimp .trt Walking $aria -a
NOTE: CONTRACTOR TO COORDINATE
ACTUAL 51ZE OF PAD WITH UTILITY
COMPANY PRIOR TO CONSTRUCTION.
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THE5E PLANS ARE SUBJECT TO
FEDERAL COPYRIGHT LAWS, ANY USE
OF SAME WITHOUT EXPRE55ED
WRITTEN PERMISSION OF THE
ENGINEER 15 PROHIBITED,
DATF:
06/01/06
SCALE:
NT5
DWG NAME:
05864(d1
DRAWN BY:
MJS
CONSTRUCTION
!�
DETAILS I
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INSTALLATION OF TO GO PARKING
I, COORDINATE WITH CIVIL DRA44ING5 FOR INSTALLATION OF ALL TO GO PARKING
DETAILS.
2. GENERAL CONTRACTOR 514ALL STRIPE PARKING SPACES AND PAINT
SPECIFIED WORDING, AS DETAILED IN THE CIVIL DRAWINGS.
3, STRIPING PAINT TO BEI ALKTD TRAFFIC ZONE MARKING PAINT BY MARTIN
5ENOUR PAINTS, INSTALL STRICTLY AS PER MANUFACTURERS
RECOMMENDATIONS, COORDINATE PAINT STRIPING COLOR WITH CIVIL
DRAWINGS.
4• RUBBER CONP051TE y�NEEL5TOP5 TO MATCH PAINT STRIPING SCHEME -
TYPICAL AT HANDICAP It TO 60 PARKING; WHEEL5TOP5 PROVIDED BTt
GNR TECHNOLOGIES (WO) 422-9554, ANCHOR ON PLACE;
INSTALL PER THE MANUFACTURERS RECOMMENDATIONS
5. GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL 516N FOR 'TO
60' 5IGNAGE. GENERAL CONTRACTOR SHALL AL50 INSTALL OWNER
PROVIDED 'TO GO' SIGN.
6. GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL "U* SHAPED STEEL SECTION SIGN POST
W/ MOUNTING HOLES, FINISH TO BE BAKED ON ALKYD RESIN GLOSS ENAMEL GREEN COLOR,
7, GENERAL CONTRACTOR VERIFY QUANTITY OF SPACES, 51GNAGE AND STRIPING PRIOR TO
CONSTRUCTION:
8, GENERAL CONTRACTOR TO PROVIDE A MINIMUM OF TWO COATS OF PAINT FOR
ALL PARKING LOT PAINTING.
� SIGN DETAILS AND TO CO SPACE pETAIL NT5
----------------
a' _ L
TO GO PARKING PLAN NT5
i I NOTE 11
THIS 51TE PLAN 15 FOR REFERENCE PURP05ES ONLT AND 15 TO BE USED
ONLY AS A GUIDE,
MODIFY AS NEEDED BASED ON ACTUAL 51TE CONDITIONS. COORDINATE 51TE
LIGHTING WITH ELECTRICAL 4 CIVIL ENGINEER,
C'Jm LIMB
AW
' Fat WORiiATft OILY 511E
W+VTHq E34'wr &R o oopAll
RD
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OF
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100 P. t_ I
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HANDICAP PARKING/ENTRY SIDEWALK PLAN NT5
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SIGN ELEVATION NT5
& DOWNSPOUT CONNECTION NT5
Vx2' CONCRETE
nruK. 5I u. y
6' DIA. DIP OR PVC
RW R CLEANOUT SEWER PIPE W/BELL
� t SPIGOT '0' RING
FOR PAVEMENT APPLICATION
Mf R STD 5 E
PLUG TO BE INSTALLED
FOR 5TUB OUT5>
ONE-WAY
� SANITARY CLEANDUT NT5
CURB SECTION NT5
s >170H Or AMMIS
SEE ARCHITEC
FOR SPECIFIC
BUILDING ME
Hau
1. FOR APPLICATION N
UNPAVED AREAS.
2, SEE UTILITY PLAN FOR
PIPE SIZE AND MATERIAL.
CLEMIOUT BOX
11 LID
5EKER CLEAFIAlT
PLUG
LT. DUTY FRAME t COVER
TOP= 119.52
4' OVERFLOW WEIR ON ALL 4 51DE5
1
INV, 118.35
TOP OF STRUCTURE EL,
10 TR ELEV.
6' HIGH HER
119,35
118.33
ELEV. 118.35
10 YR, STORAGE
j f
VOLUME = 3,864 Cu, FT.
1 I
1) PRECAST UNITS TO CONFORM TO ASTM SPECIFICATIONS,
DESIGNATION C 475, LATEST EDITION, PRECAST
I
MANUFACTURER RE5PON51BLE FOR 5TRUCTURAL DESIGN OF
UNITS.
2) 5UBGRAD£ TO BE COMPACTED TO 95% STANDARD PROCTOR
DENSITY.
I
I? CIRCULAR ORIFICE
6' THICKNE95
INV. 117.21
TYP.
CONCRETE Box
I
12' CIRCULAR ORIFICE INVERT
WATER QUALITY
ELEV. 111,21 TRA514 RACK 44
ELEV. 117.21
PLACE MANHOLE STEPS
REBAR 2' OC EACH WAY
VOLUME =
15' OC VERTICALLY,
4,434 CU, FT.
STAGGER 12' OC
HORIZONTALLY
24' 1 OUTFLOW INV.
F24'T PIPE
ELEV. 115,00
MIN,
1$
4
CAP HAND PLACFQ
INV, 115.00
111/8"0 DRI TLED ORIFICE
V�7 5TONE
00 CAP WITH 1 1/00 DRILLED
AT BOTTOM INV, I15.00
WRAP ENTIRE
ORIFICE AT INV. 115.00
LENGTH OF PIPE
PROFILE
CONCR ETE
CONCRLOTATION
WITHFABRFILTER
CONCRETE ANTI -FLOTATION PAD
PAD
ANTI-FFRONT
VIEW
30 L F 6'
PERFORATED PVC
WITH .I'0 HOLES
@ 1.0% 51--OPE
OTLIT CONTROL STRUCTURE 4T5
WXOP DRA
FIVE TO 51
SYSTEM.
GOORPINA
ZW4515 FOR
DRAWME
GENERAL
BACKFI ILL
SEWER PIPEWIBELL
4 5PIG0T 'V.,y RING
MMFGR.
GASKET JOINT5 OR
ECTED BACKFILL
MALM
APPROVED MFGRS,
PLACED
STD SOLVENT.D
(TAMPED)
NOTES
1. FOR APPLICATION IN -
II8T11 BEND
UNPAVED AREAS.
2. 5EE UTILITY FILM FOR
PIPE SIZE AND MATERIAL,
STD SEWERIN.
PLUG TO BE NSTALLE
FCR STUB OUTS,
le HYE
SEE PLAN FOR SLOPE
5EE UTILITY PLAN FOR PIPE 511E I TYPE.
TO A RI5DICT64AL LATERAL, OUTFALL,
�`�
I ►R/-KAY
OR TRUNK SEWER.
.L
112 +
5 PIPE BEDDING NT5
STRAIGHT ARROW
RIGHT OR 'LEFT TURN
COM13INATION LEFT &
o�
CUSINATION STRAI
c-{
N •
BP'I'
D LEFT OR RIGHT TURN ARROW
RIGHT TURN ARROW
�r
20pq
SAMEFOR
F
�p � t�
EETjGHT TURN ROW
).AMR
g 4
w T_
PIV
-
taap�
N
a' 14" 14"
COMBINATION LEFT IS STRAIGHT
& RIGHT TURN ARROW
�.
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=
444�nnn
YI
w
.7R�F8 .
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� 12
rr
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SAME DIMENSIONS APPLY AS
COMBINATION GHT
AND
12"
LEEFT/RRIO TRN ARROW
r-Orr
RAIIEP ARIROW
cr
©
r,
GENERAL NOTES
FOR WRONG -WAY MOVEMENTS
LL
ON FREEWAY AND EXPRESSWAY RAMPS
C
-ALL PAVEMQif YAiiKIMB SYMBOLS SiIALI.L BE MRAITE IM COLOR.
K _
PAVEMENT NARXING SYMBOLS SHALL NOT BE LOCATED AS TO
ENCROACH INTO INTERSEMON AREAS•
PG+V(ST�
EVENTMARKM
7'
0-O„
h
< 0
< ,D
Z
.+rJ
-ON PORTLAND CEMENT COWNiETE PAYEMENTS, PAVEIAENT NAWIIAB
SYS13MA SMALL MDT BE PLACED ACROSS TRANSVERSH EXPANSION
Co $'
`�
aD
JOINTS, UNLESS APPROVED BY THE OWNEER.
. � - - � .. — _ _ — _ - - _. _ _ � - �
B - - .: — -f� O1= RAMP
cm•r ED
W
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-ALL SYMBOLS SHALL UONFOFM TO THE RM 'STANDARD ALFEFABETS
FOR HIG MIAY $IONS AND PAVEMENT MARKINW- (REFER TD SHEETS 4
np,
1,
g" -� �'-
F
a Z
O
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THRU T). SYIBOL DIMENSIONS MAY VARY AM�NG OMFAQTEAIERS,
T1MREPORE SLIGHT VARIANCES ARE ACGEPTAa A AWEVEii ALL
SYMBOL$ ARE RFAUIRED TO 5E APPROVED BY TAI OEPARTMEzIT.
i8 -At"
.�_grr !�"-(�(P•
7'-1"
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RAMP ARROW
AT EXIT RAMP
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RAMP AM
AT EXIT RAMP
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WAKI 1 OF 7
T 1 OF 7
1205.08
12ii5.0
7 ) NC DOT STD I205.OB PAVEMENT MARKING ARROWS IT5
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THESE PLAN5 ARE SUBJECT TO
FEDERAL COPYRIGHT LAWS; ANY USE
OF SAME WITHOUT EXPRE55ED
WRITTEN PERM155ION OF THE
ENGINEER 15 PROHIBITED, , ■
DATF:
06/01/06
5CALEt
NT5
DWG NAME!
05864;U2
DRAWN BY!
MJS
CMTRUCTION
u—
DE'1AILS II
n
CU-2
�
SHEET NO.
m
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may !`- e) /-7 S Lbd66�
O [ 5co rn SOLID COVER SHOWN PERFORATtD. PERFORATED AVAILABLE O
c r A arr=a k NOAH" �- ,¢a'v IF SPE•GUIEO. si _
♦-+ [ tt t C. t COVER SHALL STATE USE OF SYSTEM. �
aeratAL IloRele: 2 - {I.E.: SEWER, STORM, DRAIN, ELECTRICAL) � �]
Y C ML E14'adM 401111asTloeECI11MFWM to. �-~•I�i g��i�cn �� �10
14z Comm mo > - •-� a
e-i -a I CLAM 'r a�IICrETE TO a � "alNerlour. as - 1-{ � --1 � a � TOP OF COVER t o cR � p
R. X 2- X -�- - OnTWi Novi.xam rain, a• r on ae o e�
1- p .' , ` 0 a4 OR AT , cWn= M Oleeensl m THE wSINEre. o o -B e* x
Q Qa
q w J t FONre ME 74 rE Pa 71! c le16Ti0r Of '11� 4GM rLN. f--, gut A r A B 1w
�"' +�� f is Y" ao m to mm TM aar 0 I M Sur ar 0034 � � � � �� � � �� �s[
ADO row[ AS allo■I ell ST1ll OM N0. es0.ee.co
ALL iuwrm amoa OMB 0'-Rr TTI a" OWA L es fmwm � � M � � � �- � o �� yes:
{ M j r .. , - . OATH M" f 4r 01 00ff e. 84 ON" e[ IN A0000MM 0. • C - - - - _ - - - I_ - 1-4 cam Y
m i
■ L _ - .� - - p ouR.ar Pn■ ALL GTaH RA&ns dYER i -r a OEPIH TO RE PROVIDED KM 8, w
�[' 1+- p Q : to "Emw 90"co TE OWN ,'.r ON COrTEM. STEP& s� RE nl ACOMY 0 ,mnr STO. 840.ee, a
p a4..1 ADJUFr THE eTM. aOIM7ItTE AND eR= MASONlr allAl TtTI a ` " a.. w0 I so as&1,Na & r ° D, �,•• ¢ o s
Ta MUM TM Arolrlar of TM NAN IM i{ E.�o mw& om � R. - � � __ g
V NIlN WMI04D 540.54 �+ OInRIB ) Aro0N0 GFEU IN zr ]Or eLAr, Ar�7I �1 -1 1 I 4.CD
PLAN aPTiaMAMMA MAL o0n a FRAaa afAcm 0 + Nesalr eclat ewolwT, OOetmM a1 Mr aLAr•] YAIuu1eLM BOTTOM OF C � M �_� I I TIE e• worse R m vAy sE nncwAfm To 4• vxpw it &Seam Oa x� N
m M&&4nr pY TM eM&urmr.a.
e�xac eIl1Y a k16E0 C. m C• _ i" N' � � JI_ _ll_ a► =&L cw&=XTZM - NNOUTI= Par&. 2• IErr+Y. a4.4 NM DOWILS �
X _ _ 7 x AT ,S• aaaarTa4s A6 RIREcrE° BY r+e aiiwnax. u ..,
It AOJDeT FRAM k n"' " A-� FOW ARE Yo BE 41eED PM THE oorR7TRO0Tie■ OF THE Rona■ &tA&_ �, , U_ o�c
OOM� Tit /�1IE -I�y IF =0E1 a0f� CAMEM PIPE I& RET IN MBE &IM OF Rax. Aae T° 449E g 01 d
D A VATLON 0M. 1' PLAN OF 00VER I ..
- Ae eNla RN 6TA4 CMW aw.oa. Z
Q ' w•yarr �-+ 07.-
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-� °� SECTION P4 a mCAI
- -�
-�06
C-C OR D-D L v m t.ell a e, r;,,r3 � �_ _� ML YrAr $ 2c F4
'-' SECTION X-XW. z v Q - i'•ia Q w 0 x . i - W `�
C C 4 - ., - -_ _ • - i O _..._ Ifil• - Z tau w
OaNrrsnaie AM a1NANrITIee oa.IeleTr ,NINI1cIxar r000es v o
0 TOM AM KK �• -+ ;D
aenlsrows OF # c0vEl1 elarc YAerr 1vrAL euWlrrrlee amle:rtnlle wall Ole
"'� OINEJeeIONe IM eOM rerrAirJ aalal FIFE pL19i. ��.. d w !t '`TYPE1w :W T p fl ~- �
FI fLrE afA1r rnpinl 1IEigIIr a "A' r O --4 F-^- ^ O - oil CD L
a PIN "'
,. Z _ r A 6 N N0. LEl10TII R f cau[I1 R OOr R aF 0. SEW WL O.i. N.C. _ � H r r•1. a � � S! -'I �'t�: = � � m
t0.1 a .r'1 3
( ill r r e. 1s<' Y-r !'-0' !'-ar 1! >t'-0" 5`-0" Sf-0" O•!p O.T� 0,f06 MR O.7d0 O.Ote O.Oat = 3 p A r fF-1ohm J = 0 MK S g eff ■ores H � 1�-
... O `_� fe• !'-s" a••a" r•e'• t4 a'-0" a' -a• a'•a" GAN e.10e 0.a1Na ai4 0.ear 0.022 0.oae O O 'C--n � � �� ALTERNATE CO � �,.� a � � � PART SECTION Y-Y PART SECTION Y-Y m a
Z i? m'c7 / �. SECTION B-B." a r M. z . - � cs wr
fe a"•s- Y-r a'•e" i4 s'-a" Sr-!" -r O.ZR7 O.au 0. sr 1.ae5 e.0aa O.ele Ly �N a • liN ' ro p SECTION X-X slfaw 9 a x"00 OF corsTaUCIMor KM SMUNS NET= OF Ca118TlMJCnON IF
e4" a•-0" a'•o' a! -a" is V.V 4■-or 4•-0' 0.=00 0.als 0.4a0 40 1.04 O.o�O 0.ae6 � _ _ � w�� � � / \ � �MINI� lop 1"N �4 B' OPHIINB IiIGgFJ18� OPF�IIhO I8 U8� .4 O 2 � cw
a0r e'-s' a'-eI' a'•e" 1e 4•-s' 4'-*• 4••r O.a7e O.:ra 0.:ea et 1.0eo e.al0 0.f37_ `� ` iIC>1iT8 - LBS. _ W r4 6
ca Cz
4'-0" 4'-0' 4'-i" r0 4'-9" 6'-0' S'-a' 0.4q 0.4aO O.Oaa N 1.a4/ 0.tee O.1Ti % , • ,CMER -120 ff a rim .ea�.wc� owes w. N K oo■e. mutaorRmpr umucr>aR O
i e .. PVE sMs HEIM a�&■ : y. RIMI91icw (11 ed[ Ro7t a owk'R � r! PM
ri 4r 4•-e 4'•e" 4••r a e'-a' er-r e'-r O.See 0.SN 0-ere TY LUS 0. iGO 0.9" ` A R a � �.4erH r ■ m+� a0.25 R .� rr e_s. R c. � �+�
$E TION` A -A = 1 TOTAL SDO le -e' -a• x-s• : -° & 4'-a- 4 - r o.,m o.r r o.rsa z, ,.11 o.ors o.ox o.04.
4e" 6:-O' e'-Oe S'-a' !4 W-elo 0•-0" e'.W 0.M7 O.ea7 0.45r at i.471 0.43e O.a17 i , a r-e+ a a a a- 4-a• a-,• •.,re i:9rT o.aea n t.,, a. o.e&& a-e44 Q w w
SECTION Y-Y ,. $PECIFLrATION - 4- a & -a- r= a:a4r a.eea as ,.aia o.os& e.oaa Q) Q ,J
e&" 0'-a' r'-0• a'•e' rs e'-a' r-e' W-0" 0.7e0 f.7a0 0.444 ter 4.117 0."? 0.401 a4• 4- a•e- s ■ a a'• e•� o.aa a.si4 a4 asif e.oa+ a.uaa a.•e• .r�i x
r " r r CLASS 80 IRON MEEiItIIG as a'-e• a - a -+,- a a �t a . a.27a r.447 o-a,a AlI--"& •.au ■-ur ■.aea u
e0 r•a r-o e' a ro e'-e r•-0' r-0 0.00T e.eer 0.40/ 1f 4.eer 0.a07 o.4ai � � -; � � z
pE:T 1 CF i p t or 1 . A� A-48 1 OF as a' Y 4-a- a 4' a' It r- r • 4' e" a. 0.4,7 o-a4a 4, i.oa, e.six •.nr e.eae SM37 , OF 2
84�. �� Or LU
IM-0" e'-e" M-r rr r-a- r-r 7r-e- i.ca i.0re e.sa i4e cut 0.444 O.eaO v`*O . +y V w D w _ TYKE #2 " e�Q a• s• a•-,3• A ,'a* „ e. • a' o• s+s- o-zrs av a,a 4, A. o.,m a.R4a a.oea a = � g
ai "! • *!-•?O,#14 a'�• 4'a• r-e- : .'-r ,B r-a• S s a- o.33F &. aoe e. ,a CUS 0.�6 o.an o_af• 840.Q4 U R
�y uLn
11
C,!UNCTION BOX NCDOT STD 840.3) AND 8�403 NT5
NOTE. SEE DETAIL �q-5 FOR STEP DETAIL
o -
wc:' i, c '$ S.. MNOi4+Ir10a1t r Q� a -
O iA01C el= M M r- r �• 1 Y e W i w
�$��� X aererAL rolNal � _
r %-�r1 a r
w i T gun or {NOW= 7o me WO 1111RONOIIr. v � r F 1--T 7j � 1 I
� o
" . ALL CUM 0=8 W= f4r ro WrriM TO er �erM100 W M WM V-e W - In _ b J = � ` I - - I "� :i
r w : • ♦_ -r :.•._ a[ pl AOOOIelY1NOr7ri1N alp• M. aa.te. O ' a-'1�--I r • • TE +0 em �od,r= rm4z-i� V Y r I Ooa�z
aN 0>tNal. slere alwN. $ rn 1i0 of {iI =o��m ■ ; .
g Y A - - ... Y s ~ 1r Ae a 'sue a* . s' N�nwr a1 #4 W 0� Ar � x � -� I.- GGii O � � I I
Za 1 �: -- 1Nt 1IIa rO1Ta10W.i••4,1ra �~ =rp00� '� �F. r+ ZMoa 1 i �F1=ow
�7
1.4 ftllele Ala TO u1e0 Tar OgNttlererial K O ap Z rw r I&, �, H , -
■ -µ - - - alrpllbeleo Is Ter rI111Air our a evil■ Aeo m eAre M r4 -
+ All coca! Or ee. e10•a0. �- F.
iL Ca w a
lor lore Am "r sum umm oTlesler
�+ ON X-X e4-elo 1r we,
au t m an r MLL0 Alp M I KAL an ' �O � rya
r -o• m fa' -a' ae Voler rail or wis,Nlr rerreM am. mNIR11es ao a . 3 C Mlr Am diffM IaTM GX= erwml a 61 ORAM s 113 �
P�.AH 70 er ASXa A@000 wa. ■
� y I I W
X epee ^ eITO. re. eee.wlox• a• _ . a {�
a ~ 1NdE an FLAT >a Ne0 0Ne0r p lil ` `�^ ax
OIIAdE
L �r ' '
111 O-L -g PLAN PLM OF.CATCH BASIN IN MEDIAN STRIP ti
r -"• OR1a1 Lim rA MZ - 4- PAVED L J
e BM
8 -Oe r r w O D PWI CF PRBCART aawPn aR CA&'t iN PLaaE PAOeP. MADE 9F CEeI91 p M a ,�,
!i0 OF 1®iAR &TRIP ` _ .. - ■IOiNr q _ � � IL;
_
R71 Q �" i•d
r �: A = PLAN OF TOP SLAB E ELEVATION erTE aANeAeY eq. Me0.01 oR swat n; a RAM y. F � I' P:ve SLEEVE #4 BAN may: H � � � W a �
jj�
O " r A • r e 0. r r !! NONE& seer AID vW= a1 LZW aN = N ..4 -�i r�•1 d
_ • a'� L e . e� rr•l
INN 011011111ft On LM
.F. �• M • a` r r "w ow a�eyellrlaN MCk
r 04 aroma x
= pl d• W
r a ;1 "4 f= e: w � SECTION V-V DOWEL SECTION -Z a
y SECiIO1 Y-Y rl a air
4t r m
p Ina m �. r: a
�, ! CeURm 1.N 4■ Ip ro ab D O4• �. DETAIL aHD * WHOD OF PLACI14 CATCH BASIN �: f l T t _ xN _
_ , UIPAIefIdi al0E1Ir i� F4 ANC PAY® RNa1LOEP 1W�4EII8 LOCATED 8FY4LL d O Fy
' •�.. •1r. K ■ IHI •Y. a" 14' oIA. ianuTN OAR iO v.
END ELEVATION F r Cf eelr srANDIWO No. 4 0.o1 0M sm.e[ .a,ALLY &T k e� couHT ,IEc �• AND MOM EIw.L � 0a
ELEVATION �' O ■ ■ ■ !M FREE TO NOYE YEeriGALLY.
_ W • 2 - a x iR THICK
wBUXOM J-J SIOB Ef.EVATIOM = T ++ NarIA� RiIMI Am aurlal oN aRe� OirArrr m 0 of 39
Q
r .e �
NEC•='1 M-Y a
:I. . :F • _ Py 2c 1 m �` p10 PW CINNIVETe OIL WIN = r i - 2 - W NUT t -
r : y '. r- • .. r r J i fM sl�slae Loot #ND aoY®e w. 01 AN oeDu�slaNs .� p SECTION W--W e, m
i J v •h 119grelefoe r-u v'R L a n eNN1i1e eeNcDw� a.7.N ro oIr f1ME 1• vIPB a>EEra x a" roue,
�.: a M =.. &' & :. , :. E M avA11 imwo 1I01" aarAr i! f N0 iei°0e "F- r R.O. DETAIL OF HANDLE 2 OF
9-
rim Iv 9 PART SECTION
r :! ' .. as111 o aefi a.ml a >a • i_ 11-oaa >L 840.04 THIRt anarlNs r1ANoce
LIM ° 840.04
r i 's al I w1 ; ■ .r ._• 9'-f0' 0. 0. NeN !.lai 0. 0.04e
e 1 • eee 0. .as
YIs Tea r X s' suer a '1 -�
ro 11e® IM &Aar OF Moor , :1 i ar -ir' -4 wr1 M -r a• A
• : ; ; a :.. :_. ,.: ;: i':.y _e. t•-ar 4 1•-s' a a'-1i" a -1t 11 • 1. 4a o
�.1 a•- -11• -1 t e 1 :. e.eas a17
;. ' rp Z Pam. M 0 s+ r- _*- _1 s'.1, a 41 t s.
Rdh no _ SO 02
F,
LU
2 CURB INLET NCDOT STD 840.02 NTH LU
NOTE: SEE DETAILS " I FOR FRAME GRATE AND STEP DETAILS 3 WEIR INLET NCDOT STD 8�0.0.4
NTS
CD-3 co-� 1 N
I
�p4V NOTE: 118E TYPE *E", OF" AND "G- MATE ■ a a•• - `s #r �MAIL SHOWING TYPES OF GRATESIMrFSB aRH�ISE NgTB3. JO . H p•,.�-•, � - a•4is a.a�7a � I %
64Z
" ci .�+� � i " ='-i1�1" 1 . �I�-- - m- � TO ar uSEO A�copaoiNG TO WATER FLE1ifl.
Ito m i �� f10 C.=-...� wi' ■ C ■ . g
fig � T TYPE Na" 3YPE "E" TYPE 'F" AIW-
2 �w� a•i�ow p Wr_Iy,a
O er�7 r � sf, 1iON - LL 7IaN - },� ;� �j r ■ " Y x ■' Ca '----w11TER FlA1M 8Ati �- ■AIHI FLOMF + 9
♦ AALIGN FRAYS ■ITH T]ITtIOC ; J•!...t ■•.►J rs +�� 1�4
�p �z -_- --------_'-------------------- -- SQ
NeLL aN:rme -�-• i "- 9. _! •EC'iION C-C W.
Y6C'f'ION - 9M �.
i 1t" "
BCGTION fP �CiDOMw MN �j e i + -r SECTION B-$
PLAN ■ CT" xOY-�jjiA-A SECTION f N r 1 ---------------------•---------------
" SECTION is-O >aECTZpI X-X " i�r M2'
-.-..•�,� t1 O lkit4iiri
� w fAA1E,eMTE, S IIQaO A$S'Y � r ' � O a � `* i'YIaE D E C � 71f � 1'II .-.� �� �.._ �
� WATER FLOW! $AiG aATER FLAT --
m w r w aT t" _ w LIn SECTION A -A '�j', �����+•,.�.•"..',,,. *.
ial w w r T■ r
`` E'-i4
f = a �" E-j1 i F 0 Iv -`".a *F" T1FpE "E" TYi'E "6" 71fPE - E p •,.oFSSIp�;�
ID .4 SEAL
MISS■ " Q"M41011i a p# a 148
..� K L r 1 " . Ogg"�RAISED {7111 ARROW !" 3fe .. ©� , ,{pj O •• �~
r r rn r r
O SECTION - M T3 + �% _ _ rrF�f�.,Callfl•,••'-C�}��ti
r • rl 2 }-ems
L ■ a a " _.IrA O Ikri �[ i w =" T oQ ro ¢FltitEtk
-+ v Clw
w ut _ . " �4"1.I411 E fl 1•+ W w = t ` hhotw w THE5E PLANS ARE SUBJECT TO f
O --•��• - w • " I »" '" a p ..� t " " �1 " � ,. a 1 1 " ��.y ca ca FEDERAL COPYRIGHT LAWS; ANY U5E r-
" ON IF -IF '� $ �► r ' Z OF 5AME WITHOUT EXPRE55ED
t�, 1
r ""-fie- ■ - ■ ■ Y■ Q w �. Y. Z v " i " 1==•-1 ~ r " 1 R " w I� O WRITTEN PERMISSION OF THE
Z i r " " " ; r- + " t ■-i� � ENGINEER 15 PROHIBITED.
" A/
do
I MONK,
DATFi
SECTM. qq ■ " SECTION H-H SECTION Z-Z ■ L W41­ -11-h-\ LU
- it SCALE: Ob51/06
IL.!'-Ti SECTION,. E-E i # 6ECTION A -A w
•�� A pWG NAME; 05864Cd3
R r �� r r TYPE - iF SECTION A -A Of DRAIN BY: O5
Hpou ELEYAnoN _' _I� 840.�13 844,#f3 �..� a�cTraN Y-Y 840.OS 840. 03 � g 840.03 O
CONSTRUCTION LL_
DETAILS III Ck
CURB INLET NCDOT 5TD 111.03 -3 NT5
CD �
5HEET NO.
�-
.,,

1.L
03 &jg6
GENERAL NOTES:
ALL CORNERS SHALL BE CHAMFERED 1"-OR HAVE A RADIUS OF IN.
THE CONTRACTOR WILL BE REQUIRED TO PLACE 2 #8 "Y" BARS
IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42N AND OVER
WITH A MIINIMUM OF 3" COVER AND A LENGTH OF S' LESS THAN ENDWALL LENGTH.
FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
WALL THICKNESS (T) SHOWN IS NOT TO BE INTERPRETED TO MEAN
THE THICKNESS ACCEPTABLE, BUT IS USED IN COMPUTING ENDWALL QUANTITIES.
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIPE, BAR 'X' DOWELS SHALL BE PLACED IN THE BASE AS SHOWN ON
PLANS. SPACING OF BARS IS TO BE APPROXIMATELY 12" CENTERS UNLESS
OTHERWISE DIRECTED BY THE ENGINEER.
WHEN THE CONTRACTOR ELECTS TO -USE A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIPE -AND POUR THE BASE SEPARATELY THE POUR SHALL BE LEFT" ROUGH.
CLASS "B" CONCRETE SHALL BE USED.
OUTLET NEADWALL NCDOT STD 838,01
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Y 12' NM 1a"
EDGE OF
" _ " PAVEMENT a w 2• "
10w �t: ■ 2i1 •
i'f let :r: aA ■•: `'. • � ;!.' '� Tw *, w .+ :,.. ■ .� :v.• • 6' ■ }i�:: ?� '" r : 17* OM
f w i 4 �
CF In it
s' � Y 6" MAN � VALLU W-TT 1
C $ !1R wE�
��ON YiEW OF CURS OM-�_ BS AND
W ON
GENERAL NOTES: " x 10 DEEP - v W
8.6 -CONTRACTION JOINTS SHALL 8E PLAT® AT 10' INTERVALS, JOINT GROOV.TO BE NLLED
EXCEPT THAT A i6 SPACING MAY BE USED wEEN A 11ACHINE Is 42 v
-1 O USED OR WHEN SATISFACTORY SUPPORT FOR THE FACE FORM CAN WITH JOINT SEALER K&LELa0
C g QM4TAIr11@ WrITOMOlNT 1'FE 11SE OF TEMPLJITES AT to' IONTEAVALs. w he RAID GUTTER W a
p -JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINER. .i•. � � V =
CONTRACTION JOINTS MAY BE INSTALLED WITH THE AM OF URFACE -TEMPLATES OR FORMED BY OTMiER APPROVED METMIODS.its
NON•T9PLAlE FORMED JOINTS SHALT. BE A MIN. OF 13t" DEEP. :i- ! :i
-JII.l. OOMI6TRUGZION JOINTS, EXCEPT IN B■x60 MEDIAN CURB, r• ! ' ' s• Y ' + ' 'r� • ' '�'
SHALL BE FILLED WITH JOINT FILLER AND SEALER. ySt" •JOINT FILLER
-EXPANSION JOT= SHALL BR; SPACED AT 00' INTERVALS AND Ni
ADJACENT TO ALL RIGID OBJECTS.TWI
LOIIMITUDIN L JOINT IOMIT7N'ER Y1[i
IN -am . - -
f WCTIOM YIEI�OF JOIN ;
84B _ 01 _ _ 84B • t
�1 30° CONCRETE CURB AND GUTTER (NGDOT 5?D 846.E
m"T
M •4 a 9
�ch
_fAo Q
,.• `° r-n
PIPE
03N 1
030 E M
PLAN a iE ; r
lei
MOMS
0 (IF 00118T. JOIltT I$ IWO)
i a ■ B END ELEVATION
avo x
� r .
�m '
». he
'10ID DOWL
t11 m. r_ L
Cr
OPTIOKAL CONS NUCTION JOYKr
C ELEVATIONca
.
CA
2 aF s
� 4
41.OP# AB n1DICJ►700 DM PLANS
o -3 a. = x
Z
In L _ujj
Q
0 cog
's
z
14
M-BAN
n.Q
E uj
_j r2" L
DOWEL
W
BARS-
J H
COL_ B:
uj
W In
DOWEL$ IN MM" WM 0. S. PIPE
LOO.
PIPE
DIA.
SINGLE PIPE
DOUBLE PIPE
111'
16"
24"
30"
SS"
42' 1
48"
t6"
I 1S"
24'
30`
36'1
42"
48"
BARS
`x,
-xv
"x"
No
No
"X"
Y*
"X•
Y.
'X'
N"I
Ne
No
"x'
or
I Y-
or
V�
8
01'Y.
2
2
3
3
4
4
a
5
A
2
a
9
8
4
4'
a
8
2
-
1
1
1
2
2
2.
a
IS
13
9iY_
a
S
S
•
4
0
2
2
8
8'
4
4
TOTAL L88.
-
9
9
14
14
19
53
62
12
12
18
19
2$
78
86
01"MIONS Am Oomwiv OUIwTITI1N
USIN CORIt116 = STEEL. PIPE
001AMON
eamax PIPE
DOABLE PIPE
O
H
S
L
YDs
M
L.
V03
1S"
V-4"
V-B
2'-$"
5'-O"
0.7
V-11
B'-11'
1.0
18"
V-7'
V-10.
V-11
5'-10
1.0
2'-S"
"8'-1'
1-2
24",
.4!-1P
2.1"
W-8"
T-4"
1.4
W-O"
10'-4
1.9
80"
'4'-7"
V-4"
W-5"
8'AD"
2.0
8'-7T
12'-T"
2.7
38'
Ir-i"
2'-7".
$'-a"
id-4"
2.8
'4'-6"
4'-10
8.8
2'•10
5'-11'
1'-1Q
a.&
5'-3"
17'-1-
5.0
48"
8'=1
8',1•
e'-B"
13'-4'
4.9
8'-O'
19'=4`
7
$3$ ai "M SHEET s
s
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4 pM. a
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vm�
CMX
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m M ' L °°�`
' "MM OPTIONAL CONSTRUCTION JOINT
° C ELEVATION
CA M w
H �
-10 =
wr"
IN
i . RTN
•WL
1W
d-I& Pig
`�` .ro �' � `�gRryi
� _
ate. R �O $ =M
7 F° .4C7 r�
y.1 ► 14*lid
0' yr 06 w 1r O'lot fir "1
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14*/1' 0•ZSr.04 w tr 0.1 IF Yr .
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C 14M/1, 0. ,,r 8'-0 OgRNAL • �• �.OS �-01 ■ ,ti i.04 L:- e„e = 9 !
?7 r 05 .01 .O1 ff 1 0'r • .E)d "' In
: • y. , t .� ; ' r ;.i• ' :, '! '
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9--f
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BE._CTION YI OF BEMN YIEISS QF
, Y.E=IN WJPIM 1L_Y_�TION Z'�S"CU11a AM LEVATION MTES
i46.01 84$ . Ot 846.0'�
b SOLIO WVER SHOWN. PERFORATED. PERFORATED AVAILABLE
In
IF SPECIFIED.
- COVER SHALL STATE USE OF SMEN C.
�■�'-eQa�D (x•E:: SENIER. $TOFOE- DRAIN, ELECTRICAL)� vMOO
u.J�"";
--t > TOP Olt COVEN _ ->-t
Mo
A B g GOF-Uo_j Zf�l�Fr�"
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x: Q.
-
BOTTOM `CF COMER
PLAN OF WVER 1Tf
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PLAN 6F FRAME
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ALTERNATE CD
g SECTION a-B.
N.
� _ � G
�: / � IIIFiIiNJY MIEi61lTs L98.
a/-$ FRAW - 180
COVER - 120 Mn
SECTION` A -A ( TOTAL - 300
f :-
/ 8PECIFICATION
t / MASS $0 ZROR NEETING T;' , 1 OF 2
EET 1 OF 1 ASU A-48
840 •54- TYPS 1625.01
3 SANITARY SEWER MANNOLE NCDOT STD 840.54 AND 1525.01 NT5
`-flEIW 9= COttGA M RMINB
5' PRECAST MANHOLE
a
A OR 09 ML
LL BE
REIMPt]8Cm coma E14 POOTSN4
BEIIERAL w S. 4' PRECAST MANHOLE
PRECAST 1tANHM C0WKNWM MALL 1E:ET AE011II■S@IE78 OF AASNeO M199.
KSM AM GRADE RVM &W5i-L BE ASSUKED IN &M A WMM AS TD CAt18B 7W
STEPS TO HAVE A SPACING OF le FROM THE TOP TO THB BOTTOM OF THE MWIOLE.
*OF THE MANCL9 18 TO BE EXPOSED 70.RQAGMfAY TRAFFIC, TM TOP OF TIE W MIKE
18 TO BE PLUSH MW THE GROIAN; AM At DTHER MOCTIOMS i1A: TOP OW" BE A
MINIMIAI OF 9' MOVE TIE 00M.
FWXNFOftAW OONCFZ M FO01 NO IS itEOUIRED eAEM 7HE MANSOLE IS DINER 12'
Olt ON A POOR 80IL BASE. THE FOOTI14 Aria BASE SECTION MAY BE PRECAST.
NOTE: SEE DETAIL CD 5 FOR STEP DETAIL
L
am _j
!AY � M Al
-----
--------
ORIYQAY S M MxP 1Y OM AM "GOTTEN
ELOPE AB INDICAM ON PAANB
BELL END OF PIPE 9 /
TO FACE OF 1ML1i
s
1R.
= Art
IK
PIPE
L1
ED
_j 2. L
NOTING
IMF ow. JOINT IB UM) DOWEL
END ELEVATION BAR-"X"
Dawas IN UNDWA U WITH REINFOBGED CONCRETE PIPE
LOG.
PIPE
DOA.
WOLE PIPE
DOUBLE PIPE
24"
30`
30"
42"
48"
16-
18"
se
80'
38"
42-
4e
BARB
-xe
No
.x"
.x_
No
.x.
Y*
No
Y"
No
No
wx,
xr.
.x.
.x.
Y'
.x.
Y"
B
Li1 Y.
a
2
9
3
4
4
$
3
2
2
2
8
3
4
4
2
5
2
M
47Y.
-
-
-
-
-
-
1
1
2
2
2
2
g
5
8
C1Y.
2
2
A
S
4
4
5
2
2
a
3
4
4
TOTAL L98.
8
8
14
14
10
56
85
f2
12
19
19
28
77
92
DIMEASIANS AND OOMCRETE C1NNTiFiES
USIR9 cow"Te PIPE
COMYOM DIaM MSIOM&
SINGLE PIP4
DOUBLE PIPE
D
H
B
8
T
S
L
YBs
M
L
VDr
15'
3'-9"
t`-8"
2'-p'
214"
Oh"
5'-6"
0.7
2'-2"
7'-8"
1.0
18•
$'-T"
1'-Ia.
3'-2`
2111'
10"
8'-4"
1.0
V-7-
8'-t1"
1.8
24'
4`-2'
W-i'
4'-O"
S"
1O"
8'-0"
1.5
3'-5'
1V-6
2.0
30"
61-0.
2'-6"
4'-7"
4%4"
tilt
W-2"
2.3-
4'-3"
13'-e
2.1
36'
V-8"
2'-8.
8'-8"
4%*
12h,
111•0'
S.4
5'•0"
16'-0"
4.5
42
8'-2`
$'-1
S'-4'
514"
iilg
12'-e-
4.5
6'-t0.18'-8'
4.0
48"
IS- 0.
a'-$-
7'-2"
584•
119
14'-4"
6.0
6'-8"
21'-O'
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a or 8
FDAM AlO mmm am M"O au ,Nutty SLAIUM awaw. $46.01
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REINFORCED CONCRETE FOOTING
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uj C1
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MIEET 1 OF 2
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1525N011
525.01
BILL OF MATERIAL FOR 7'-0" FOOTING
BAR
SIZ
I LENGTH
N0.
TART. lbs.
T1
#5
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20
136
CLASS "A" CONC. YD8 9" THICK
1.361
CLASS "A" CONC. YDs 120 THIC
1.815
BILL OF MATERIAL FOR 6'-0" FOOTING
BAR
SIZE
LENGTH I NO. vrr lbs.
T2
#5
5'-B"I 18 103
CLASS "A'r CONC. YDx 9" THICK
I 1.OQO
BILL OF MATERIAL FOR 8'-0" FOOTING
BAR SIZE LENGTH
N0.
WT. lbs.
'm 1 #5 7'-6"
24
188
CLASS "A" CONC. YD% 12" -11rld
2.370
)REINFORCING STEEL SHALL BE PLACED
89 THAT STEEL IS PACED A MIN. OF
2 AND A MAX., OF 4 FROM THE TOP
OF THE SLAB.
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THESE PLANS ARE SUBJECT TO
FEDERAL COPYRIGHT
to a
LAWS; ANT U5E
OF SAME WITHOUT EXPRESSED
WRITTEN PERMISSION
TI , T2 OR T3 BAR
a'
OF THE
ENGINEER 15 PROHIBITED,
C6
7" HOOK 7" HOOK
sH
1
DATE,
06/01/O6
SCALE:
NTS
DWG NAME;
05864U3
DRAWN BY-
NJ5
U_
Q
�
CM TRUCTION
DETAILS IV
CD-4
SHEET NO,
' - --+� .'�; i "Z"� r -r•[ ;,[r ti.l 1- F_ - _ - 7- i', -f 4et I
al/r �� f 1� I I'��Iffl Fri �, i,�f� y' '� •cif I I If'�f-.�.1.♦ i•�i(.� t���y�r�y11 i�'1r7�{jpt

NOS,
ALLTESTEPS SHALL PR0TRt1DE 4" FROM INSIDE FACE OF MUCTLME WALL.
STEPS DIFFERING IN DIMENSIONS, CONF113URATION OR MATERIALS FROM THOSE SHOWN MAY ALSO BE UM PROVIDED 711E CONTRACTOR HAS FURNISHED
THE ENGINEER WITH DETAILS OF THE PROPOSED STEPS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS.
C)
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PLAN
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ELEVATION
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CAST IRON
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=
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COMPOSITE
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REINFORCING STEEL,
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N:
NOTUETO BE U30 IN
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8TEEL FM SE I CTION A -A
ELEVATION
8AMITMY SCRMA"LES.
I OF I
WET I OF I
1840.661
1840...66
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THESE PLANS ARE SUBJECT To
FEDERAL COPYRIGHT LAW5; ANT USE
OF SAME WITHOUT EXPRESSED
WRITTEN PERMISSION OF THE
ENGINEER 15 PROHIBITED,
DATE:
06/01/06
SCALE;
-DWG -NAME:
NTS
-05M4Cd3
DRAWN
-MJ5
CMTRUCT
DETAILS
CD-5
SHEET NO,
w
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