SW6121004_Plansheets_20121221

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NOTES.-
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES.
- ~ ' 2. AT THE TIME OF THE SURVEY THERE WAS NO EVIDENCE FOUND OF ANY
o / ! CEMETERIES OR BURIAL GROUNDS.
! 3. AT THE TIME OF THIS SURVEY, THERE WAS NO EVIDENCE OF EARTH \
TEXT LEGEND: vi MOVING WORD AND OR CONSTRUCTION.
o M FLOWBFPF CO ! 4. AT THE TIME OF THIS SURVEY, THE UNDERSIGNED SURVEYOR WAS NOT \
3 CATV - QABLE TV � IfAWARE OF ANY CHANGES IN
SHOWN (COMPLETED OR P OP06�ED . RIGHT-OF-WAY LINfS. EXCEPT As
CO - CATCH BA9HIn N
CI - (fig INLET VICINITY I IIAP ;c, ! 5. AT THE TIME OF THIS SURVEY, THERE WAS NO EVIDENCE OF SITE USE
C11P - CORRUGATED METAL PIPE / (NOT TO SCALE) o ! AS A SOLID WASTE DUMP, SUMP. OR SANITARY LANDFILL
o CPP - CORRUGATED PLASTIC PIPE 6. BEAIMM SHOWN ON THIS SURVEY ARE REFERENCED TO NORTH
N CO - CLEAN OUT / z ` CAROUNA GRID (NAD 83).
OB - DEED BOOK Q I 7. ELEVATIONS SHOWN aN IS
MAP ARE BASED ON NORTH CAROLINA \
01 - DROP MMJ:T ! GEODETIC CONTROL MONUMENT -JUMP- (ELEVATION 181LOO. NAVD 88).
DP - DUCTILE IR N PPE S. THIS SURVEY IS INTENDED ONLY FOR THE NAMED PARTY OR PARTIES AS \
ECM - DDMMiG CONCRETE Q I SHOWN HEREON. NO WARRANTIES ARE HEREBY IMPLIED OR GRANTED TO
a,
EP - DEW F40N PPE
�
oANY
� �
OTHER PARTY
°
EIR - EXIS= IRON ROD
9. UTILITY LOCATING SERVICE NO ONE CALL 1-800-632-4949
o
EMM - EI0S W MIETAL)10NIiEi W
co 1
10. THE SURVEYED PROPERTY IS ZONED: COMM
a
EN - DO MIG NNL
� I
ZONING COMPLIANCE MD/OR R RESTRICTIONS BASED ON CURRENT
EC - END
�?
PLANNED USE MUST VIEWED BY ZONING
11. PHYSICAL IMPROVEMENTS AND MATTERS OF RECORDTHAT ARE
a
FM - FIRE POW
SHOWN ON THIS SURVEY MAY EXIST' BeYOND THE LIMITS OF THE: \
LINE TABLE
LINE
LENGTH
BEARING
L1
15.62 Mk
N34'51'41 "W M
L1
15.61 R
S30'01'19"E R
L2
7.82 M
N57'56'37"W M
L2
7.87 R
N53'06'16"W R
CURVE TABLE
CURVE
LENGTH
RADIUS
CHORD BEARING
DISTANCE
C1
31.52 M
34.56
N11'21'06"E M
30.44 M
C1
31.44 R
34.56
N16'07'50"E R
30.36 R
C2
42.38 M
26.37
NO3'05'05"W M
37.97 M
C21
42.34 R
26.37
N01'28'14"W R
37.94 R
CURVE
LENGTH
RADIUS
CHORD BEARING
DISTANCE
C3
28.56
311.00
N66'25'13"E
28.55
C4
206.74
311.00
N88'05'43"E
202.96
C5
5.911
26.37
N3632'00"E
5.90
C6
36.471
26.37
N09'30'33"W
33.63
FV -- FIREOLVE M(CDONALDS PARCEL
3 6 GM - W MIEIER � \
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O 0 MR - NEW IRON ROD ! \
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Ql��//'' JAMES MAUNEY & ASSOCIATES, P.A.
4 `��$SIO PROFESSIONAL LAND SURVEYORS
Zz _ SEAL 6405 YVILKrNSON BLVD., SUM 11, BELMONT, NC 28022
L 3665 TEL, 704-829-9623 - FAX: [phone]
C +x : LICENSE NO. C-2373
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FOR `,w
MCDONALD'S USA, LLC.
PROPOSED MCDONALD'S SITE, SPRING LAKE, NC
OVERHLLS ROAD & RAY ROAD
TOWN OF SPRING LAKE, HARNETT COUNTY, NC
PART OF LOTS 1, 3, & 4
ANDERSON CREEK SHOPPING CENTER,
PB 2005--459
TAX PARCELS. 0504--98-8267 AND PART OF 0504-98-6234, 0514-07-1701
REFERENCE DEED 2107, PAGE 730 AND HEED 1836, PAGE 649
McDONALD'S SITE AREA: 67,798 SQ. FT. OR 1.556 ACRES
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TO CHICAGO TITLE INSURANCE COMPANY AND MCDONALD'S USA, LLC, A DELAWARE LIMITED LIABILITY COMPANY, MCDONALD'S REAL ESTATE COMPANY, A
DELAWARE CORPORATION AND MCDONALD'S CORPORATION, A DELAWARE CORPORATION.:
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE REQUIREMENTS
PROVIDED BY MCDONALD'S AND THE 2011 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ANUi LAND TITLE SURVDS, JOINTLY ESTARUSHS AND
ADOPTED BY ALTA AND NSPS AND INCLUDES ITEMS 1-6, S. 11, 13, and 16-19 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED
ON JUNE 1ST, 2012,
DATE OF PLAT OR MAP:
SIGNED AND SE40- ""'�'�-
P. CAMERON, PLS NO. L-•3665
- SKEET I OF 2
035917
SURVEY NOTE:
ALL EXISTING SITE AND TOPOGRAPHIC INFORMATION SHOWN BASED ON
SURVEY ENTITLED "ALTA/ACSM LAND TITLE SURVEY FOR MCDONALD'S USA,
LLC - PROPOSED MCDONALO'S SITE, SPRING LAKE, NC" DATED JUNE 7,
2012, PROVIDED BY JAMES MAUNEY AND ASSOCIATES, P.A. PROFESSIONAL
LAND SURVEYORS, 6405 WILKINSON BLVD., SUITE 11, BELMONT, NC 28012.
PHONE [phone].
BASED ON FEMA MAP NUMBER 3710958400J, EFFECTIVE
OCTOBER 3, 2006, THIS SITE IS IN FLOOD ZONE X.
LINE TYPE LEGEND:
PROPERTY LINE
-• -
PROPERTY LINE (NOT SURVEYED) ---
----- ----- - --
RIGHT--OF-WAY
- -
RIGHT -OF --WAY (NOT SURVEYED) -+��
w .....�. • .w...
EASEMENT
SETBACK -------------
CABLE N LINE
-- - ---- - - TV
FIBER OPTIC LINE
- - - - - FO
GAS LINE.
- - - - -G
POWER LINE
- - - - -OHP
POWER LINE (UNDERGROUND)
- - - - -UGE
SANITARY SEWER PWE
- - - - - Ss -
STORM DRAIN PIPE
SD
TELEPHONE LINE -
--- T ---- -�
TELEPHONE LINE (UNDERGROUND)
--- U
TREES/WOODLINE
WATER LINE
- - - - - W�----
FENCE
x x x
THIFA� CERITFY THAT THE SUBJECT PROPERTY IS NOT
LOCATED INA SPECIAL FLOOD HAZARD AREA ACCORDING TO
THE CURRENT FLOOD INSURANCE RATE MAP.
COMMUNITYIPANEL: 3720050400J
EFFECTIVEDATE:-Qum3. ,
FLOOD ZONE. X
S L/o�c'y- lL�z�/zo�Z
GRAPHIC SCALE IN FEET
0 60
SURVEY INFORMATION
PROVIDED BY: JAMES MAUNEY & ASSOCIATES, P.A.
U05 WILKINSON BLVD., SUITE I I
BELMONT, NC 28012
PHONE. [phone]
DATE OF SURVEY.- JUNE T, 2012
PLAN SCALE: 1 "=30'
STREETADDRESS
O VERHILLS ROAD AND RAY ROAD
CITY STATE
SPRING LAKE NORTH CAROLINA
COUNTY
HARNETT
TAX PARCEL NUMBER LOCATION CODE NUMBER
0604-9"234.00 & 0604-9"267.000
KHA FILE #. 032-1588
011359004
FAI
TAX PARCEL NUMBER LOCATION CODE NUMBER
AgAA-09-A991 NI 2 AgAA_09-1 047 !1M
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GENERAL SITE NOTES:
m�Q
PAVEMENT
MARKING
LEGEND
PAVEMENT
TA -
MARKING -LINES
THERMOPLASTIC
4" WHITE
90 MILS
EDGE LINE
TB -
THERMOPLASTIC
4" YELLOW 90 MILS
EDGE LINE
TC -
THERMOPLASTIC
40 WHITE
120 MILS
4" x 10' SKIP
TD -
THERMOPLASTIC
4" WHITE
120 MILS
4" x 2' MINISKIP
TE -
THERMOPLASTIC
4" WHITE
120 MILS
SOLID LANE LINE
TF -
THERMOPLASTIC
4" YELLOW 120 MILS
4" x 10' SKIP
TH -
THERMOPLASTIC
4" YELLOW 120 MILS
SINGLE CENTER LIME
TI -
THERMOPLASTIC
4" YELLOW 120 MILS
DOUBLE CENTER LINE
TO -
THERMOPLASTIC
8" WHITE
90 MILS
DIAGONAL
TT -
THERMOPLASTIC
8" YELLOW 90 MILS
DIAGONAL
TV -
THERMOPLASTIC
8" WHITE
120 MILS
CROSSWALK LINE
T2 -
THERMOPLASTIC
24" WHITE
120 MILS
STOP BAR
T3 -
PAVEMENT
THERMOPLASTIC
MARKING SYMBOLS_
24" WHITE
120 MILS
CROSSWALK LINE
UA -
THERMOPLASTIC
90 MILS
LEFT TURN ARROW
UB -
THERMOPLASTIC
90 MILS
RIGHT TURN ARROW
UC --
THERMOPLASTIC
90 MILS
STRAIGHT ARROW
UD ---
THERMOPLASTIC
90 MILS
COMBINATION
STRAIGHT & LEFT TURN ARROW
UE
- THERMOPLASTIC
90 MILS
COMBINATION
STRAIGHT & RIGHT TURN ARROW
UI
- THERMOPLASTIC
120 MILS
ALPHANUMERIC CHARACTER
I
SITE LEGEND
1O DIRECTIONAL ARROW, TYP.
O2 MCDONALUS GOLD STANDARD TRAFFIC ARROW STRIPING (PMS 123 YELLOW), TYP.
O3 6" PMS 123 YELLOW STRIPE
® STRIPE LOT AS SHOWN - PAINT 4' WIDE STRIPE, WHITE (T'YP.)
O DOUBLE HEADED ARROW
© 'ANY LANE -ANY TIME" BOLLARD SIGN
OT PRIMARY MENU BOARD
® PRIMARY CANOPY AND C.O.D.
O9 SECONDARY MENU BOARD
10 SECONDARY CANOPY AND C.O.D
A
stooftuDs
w.a.&f wvr
&=8F
wf -=so
GRAPHIC SCALE IN FEET
0 6p 130 i_m. I
FUTURE CONNECTION
------------- TO OVERHILLS ROAD
1
900 SIG LINE i
TIE TO EXISTING Al
EDGE OF PAVEMENT
rpm
1. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTIUTIES. THE LOCATION OF ALL EXISTING UTILITIES
ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLYAPPROXIMATr=. THE CONTRACTOR SHALL ON HIS
INITIATIVE AND AT NO EXTRA COSTS HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS FOR
DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPEti OTHER OBSTRUCTIONS
OR FROM ANY DELAY DUE TO REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
DAMAGE TO UNDERGROUND STRUCTURES THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NON•SUBSCRIBING UTILITIES. THE
CONTRACTOR(S) SHALL CONTACT NORTH CAROLINA-ONECALL"AT 800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL
A T LEAST 48 HOURS PRIOR TO ANY DIGGING.
Z THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE 'CONSTRUCTION LIMITS" BROOM CLEAN AT ALL 77MES AND REMOVE ALL
TRASH AND DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND A T LEAST ONCE A WEEK DURING CONSTRUCTION.
3. ALL WORK IN RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF THE STATE DEPARTMENT OF
TRANSPORTATION CONSTRUCTION AND MATERIALS SPECIFICATIONS`
4. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE
REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF
THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CON77NUOUSLYAND
NOT BE LIMITED TO NORMAL WORKING HOURS. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND
DESIGN PROFESSIONAL HARMLESS OF ANY AND ALL LIABILITY, REAL ORALLEGED IN CONNECTION WITH T74E PERFORMANCE OF WORK ON
THIS PROJECT, ACCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR DESIGN PROFESSIONAL
5. SUBJECT PROPERTY 1S NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE. ITIS LOCATED IN ZONE' )CAS DEFINED BY HUD F.I.R.M.
COMMUNITY PANEL NUMBER 3720050400J, WITH AN EFFECTIVE DATE OF OCTOBER 3, 2006.
OVERHILLS RD. AND RAY RD. ARE ON THE HARNETT COUNTY
COMPREHENSIVE TRANSPORTATION PLAN.
MCDONALD'S WILL BE RESPONSIBLE FOR MAINTENANCE OF THE
PARKING AREAS, DRIVE AISLES, AND ALL LANDSCAPE BUFFERING.
QUANTITIES
ITEM
AMOUNT
TOTAL FLEXIBLE PAVEMENT IN SY
2,810 SY
DRIVE-THRU LANE IN SF
3,170 SF
LOADING LANE IN SF
1,465 SF
TRASH CORRAL APRON IN SF
1,075 SF
24" CURB & GUTTER IN LF
1,150 LF
30' CURB & GUTTER IN LF
-
6" VERTICAL CURB IN LF
570 LF
GROOMED SIDEWALK 1N SF
1650 SF
OPTIONAL TILED SIDEWALK IN SF
-
COUNTY SIDEWALKS IN SF
OFF -SITE FLEXIBLE PAVEMENT IN
SY
570 SY
OFF -SITE RIGID PAVEMENT IN SF
-
CONCRETE PAVEMENT IN
ffAffpiCAPA IN SF
-
.
PERVIOUS PAVEMENT IN SY
350 SY
11 MERGE POINT (6" PMS 123 YELLOW STRIPE) 1° P1 �
1© •( 1
TRASH CORRAL j • ?.
EXIS NG Fl 'r*� ` � �� "wo)
13 ADA PARKING HYD ANT
14 —A CURB RAMP WITH DETECTABLE WARNING • ` , f�� �� / t'x'l
1© ENTRANCE SIGN
1 s EXIT SIGN
Q 8" WIDE PAVEMENT STRIPE (PMS 123 YELLOW) I
18 HEADER CURB j "� • /
19 STANDARD CURB AND GUTTER \ CONCRETE WHEEL STOPS B �{F
Q SPILL CURB /I / STORA ~ ` y
e FLAG POLY MANAGEMENT
AREA
® GUARD POST (TYP.)`Si
® LIGHT POLE (TYP.) 1 1 ��j \ ~=� \ PROPOSED • ,
® PULL FORWARD SIGN (R DRAINAGE `
® STOP SIGN �C00 � / / \ e•(r EASEMENT \ �
© TRANSFORMER PAD OAF/ Dp
® IMPERVIOUS PARKING SPACES (TYP.)
SITE INFORMATION
SITE ADDRESS.
OVERHILLS ROAD & RAY ROAD
TOWNSHIP:
ANDERSON CREEK
ZONING:
COMM (COMMERCIAL)
EXISTING USE:
VACANT LOT
PROPOSED USE:
24/7 RESTAURANT WITH DRIVE-THRU
BUILDING SETBACKS:
RIGHT OF WAY., . ...................
35 FEET
SIDE........................................
0 FEET
REAR......................................
25 FEET
PARKING REQUIREMENTS:
1 SPACE PER 4 SEATS +
1 SPACE PER 2 EMPLOYEES
NOT TO EXCEED 110% UNLESS
PERVIOUS PAVEMENT IS USED
MIN. 28 SPACES / MAX. 31 SPACES
PARKING PROVIDED.
28 STANDARD SPACES
2 HANDICAP ACCESSIBLE SPACES
15 PERVIOUS PAVEMENT SPACES
45 TOTAL SPACES
TOTAL EXISTING SITE AREA:
138,949 SF (3.19 ACRES)
TOTAL FUTURE SITE AREA:
69,470 SF (1.59 ACRES)
DISTURBED AREA:
94,630 SF (2.17 ACRES)
EXISTING IMPERVIOUS AREA:
12,127 SF (0.28 ACRES)
PROPOSED IMPERVIOUS AREA:
45,756 SF (1.05 ACRES)
BUILDING AREA:
5,300 SF
If
� 1
1
1� 1
i
45 87 +5+5 W/PP f
5,300 SF I 22
T2T PROP. LOTAREA =t1.59AC.//'_�o I -if FEE=308.00 Lrn
I ILL
ps
so
------------ �� — — — — -.--
GRAPHIC SCALE IN FEET
1 30 610
1
t
i
` \ 1
` ` 1
T2 TO EXIS G
E E OF PA ENT
1
1 �
26 `
00. `
S
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SIGN LEGEND
ACCESSIBLE PARKING
(FTP-20-06)
PI BY
ole.Bi�
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arir
rawi, PENALTY
STOP 30"STOPSIGN
(R1-1)
RIGHT TURN ONLY SIGN
(R3-5R)
ONLY
/xJrl��oti
PARKING INFORMATION
TOTAL 2 60• SPACES &0' X 20.0'
SPACES 28 60' SPACES 9.0' X 20,0'
45 i5 (PERVIOUS 60' SPACES 9.0' X 20.0'
PAVEMENT)
LEGEND
SPILL CURB
HANDICAP RAMP
HANDICAP STALL
CONCRETE
PERMEABLE
PAVERS
NEW ASPHALT
PAVEMENT
— - - ---
PROPERTY LINE
—�
SIGN
FLAG POLE
EX. FIRE HYDRANT
X
FENCE
Q •
POLE MOUNTED AREA LIGHT
QQ
PROPERTY CORNER
PLAN SCALE: 1 "=30'
STREETADDRESS
OVERHILLS ROAD AND RAY ROAD
CITY STATE
SPRING LAKE NORTH CAROLINA
COUNTY
HARNETT
TAX PARCEL NUMBER LOCATION CODE NUMBER
0504-9"234.00 & 0504-98-8267.000
KHA FILE #. 032-158V
011359004
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PLAN CHECKED - -
AS -BUILT -
C-3.0
SITE PLAN
DISTURBED AREA: 94,630 SF (2.17 ACRES) 1 ! ` . ;
m EXISTING IMPERVIOUS AREA: 12,127 SF (0.28 ACRES) `�'° T ��F� I '�""`Ti �� , 035917 r l
,J� TAX PARCEL NUMBER � �� � v
•,
M PROPOSED IMPERVIOUS AREA. 45,756 SF (1.05 ACRES) / , LOCATION CODE NUMBER
1 "�' J�'.,;oy,.'I;0 E``�' �,� 050498-6234.00 8 0504-98-8261. 000 .S 1 T F PI A N

Pipe Table
UP -STREAM STRUCTURE
DOWN STREAM STRUCTURE
UPSTREAM RIM
UP -STREAM INV.
DOWN STREAM INV.
Size
MATERIAL
Length
Slope
DI-06
JB-05
307.00
303.00
302.80
15FF
RCP
41 LF
0.50%
JB-05
CB--04
307.45
302.70
302.42
15"
RCP
56 LF
0.50%
CB-04
CB-03
305.91
302.32
301.61
15"
RCP
93 LF
0.76%
CB-03
CB-02
305.61
301.51
299.36
15"
RCP
95 LF
2.25%
CB-02
FES-01
303.56
296.16
296.00
15/1
RCP
31 LF
0.50%
CB-11
FES--•10
303.56
296.30
296.00
15"
RCP
61 LF
0.50%
CB-21
FES-20
304.03
299.36
299.00
150'
RCP
72 LF
0.50%
FES-33
FES-30
N/A
310.00
309.11
15"
RCP
96 LF
0.93%
CS-41
FES-40
302.36
298.00
295.67
15"
RCP
102 LF
2.29%
CS-51
FES-50
302.36
295.00
294.17
15"
RCP
70 LF
1.19%
CO-62
CO-61
308.00
303.00
299.56
8F'
PVC
49 LF
7.04%
CO-61
FES-60
306.51
299.56
299.00
80'
PVC
56 LF
1.00%
UNDERDRAIN
CB-04
N/A
305.58
303.00
8"
PVC
69 LF
3.76%
CB-25
EX. CB TO JB
305.22
301.44
301.05
15"
RCP
39 LF
1.00%
! / It
1
!,
_+
s1C PwE
FES-40€ I 1 \ %.-% CID y
�. F• r p, INV:} 295.6b I w I `:,.
ON er
Ir
V • �
297 29g 2 9
CS-41. <`� �' /
296 ) AJIM: 302.36 J '`' OBSERVAMON WELL ` _^ ._ _. . ' 1 'E'er \� f
297 Iw UT: 298.00 j \`v- AREA TO BE LINED
`-29$ - ,� �� �` �NFILTRA� ON BASF\2 -\ �`� j '� WITH ENKAMAT
PF�OPOSED
J 299 LGD i DRAINAGE \
! r if ' . ++ ! _.... 7010 EROSION
? LF �°ES-60 \ EASEMENT "�
r j r CB--2 or " ! '� tilAlVs 2ss,40 -- �--�
,. CONTROL LINING
1 RIM 304.0 �75 R �
RIM / 3 'r SUMPS: 299.1 ! FES('20 Cp 2 g� , w
i SUM 2Q6 5 i }� i ��IVV OU%# 299.3�. INV: 299.00 t SOS ,yp� (!
INV QUIT: �� 01 -, 1 304.71 430 75 '9
f?`flb�t- i I 304.21 j ! tc/ 299 �I 307.88
! ; r FES ! 0 ! ! ,� �2 �� �0� 303751 300 301 1302 `\ - r \� 1 c ,�
FN V:9! 17 02 i 3 4 'g 308.56
304. LP 303 p4 306 �01 / 308.06
04.03 306 307.41 \/ -01 6.91 ��� c \ �
sne 72 LF OF 56 LF rOF cS T l0
f �, 15 RCP f 8 PVC O
70 CP ! 300.5q to �/ it �, �rl 4 0.5OX i ® 1.po% i �►� �1�� \ l \ G�
/ 19X a,0 / CO--61 {�
305.2$ HP / RIM: 306.51 f 07.82 r'
/ � f . - � • ti �S 307.32 n
! 364.78 / I( 299.56 �_ STORM M �' T c ` �\
^? v ! �08 ,307.96 fitl 0
�300 0 hpry 306. 4 147 LF OF I ea,,nCl�..�ANO )T �307.46 � �' mow.... t I(I+�- . 3V!9.11
q -RIM: 30 I ,' �, ! 306 44 ` 87 04C
! ti 1N Vi OUT: 29/ ! + �; °jrn , 30 .056 LP r ® % I 306.90
307.06
305Y83 306.56 ^1�
0 1
/ - 0 �'i 1 r ! ry 306-33 ^ / r 307
�; / II`w 6• 1 J i n 3,04.49 ! 307.75 _ ,` 1 / 307.86 1307.50 G X1 \ \ f i r
03.99 f °307.25 / 307.86� 307.36 307.00 307. !� 312.64 <
�� e� /3 / U O 307.36 �► 307.7,41 :n , `
I `` l ; I 1 6t/ LF OF ! _L:3 7.36 / 308.19
/ / 1'5 RCP 6 307.69 \ 13.12`
p °i %® 0.50% 305JU5 92 J / 308.t6 c
FILTRAWN / 1 CO-62 o ' 3os.�Zs
� BASIN 1 ! � I,�f � } 30$.00 McDONALD 5 I 307.0 I /
I J ! i r f ` f %' /306.96 o^ , 303A0 7 +5+5 W/ PP / I 1 \ ` 96 LF
f ` ! / / I 5,300 SF
.� FES 1 J f ,� t l .` : % 1/ / / 346.46 J i ao 310.84 15" RC
/ , : / PR LOTAREA=t1159AC. I o 1� r9 ` 0 0.93%
f j 1 304.98 H FFE = 308.00 , I ,� 310.34 311.66
.16 `
J f , ; j , + a1 i j 4.48 J' `7 % RIM:' 307.00 309.26 P OQSERVATI L �� f f J / 31 308.76
J INV OU'F: 303.00
304A� ' j 31
303.5C Il 1 I 1 LF 0 t 3�2.31 \ P \
308.001307,66 1�5" RCP 311.30 ,/ 31`3.64
31 LF f 307. 308.11 Z 0.50% 10.80 311.57 .- 3 4
?.
f % J } 307.54 307.61 / O 311.07 �9 L
15" R a sr` �` " / 304.50 7.80 I `
� ci= J ! f�
304.00 3 f 15" RCP o q^ % O� 348.87 00
® 0. ;' / f r' ` , ,h o I `% / 7.30 07 I % 0.50� 306.99 "� I 3Q7.$2 308.37 \312-53 .
; i! 1 t I . ( 306.541HP i 306.49 1 3 7.32 312.03
a F�oO. ��i ' 3fl4.63y
304.1 / 306.04l f 306.41 LP
1' 07.78
304.66 13
/ �� �: ,r"1 I • • x a< 3 .83 HP / 306.61 .11 LP 307.23 HP 305.93t�6.56 307.2
3 4.33 i� �06 306.73 306.06 �O� 08.7 31.62
= 02 04.78 u F �' v ' \
I RIM:' ' 56 %; 3 C� 0 0 r� r 308.18 1313.3 \
p 30 3 '1 314.46
,SUMP 5.91 rK� 2 03 4 304.42 3 5.87 ) 308.63 307.68
�99 - 30' 50 ' 303.92 5, 37 1 \ ( 308 _ HP \ 313.961 \ +.
)NV I g99.36 , 08.13 _
r INV 296.16 309.85 310 \ \ 1
95 F OF �O / 30$.60- �,ho , Ogg--`3�, 309.3 j V
151 RCP Ir , 30b.10 a 09.17 HP \
012.257 i 1 308.67 310.31 h! _�- I (2s G�\wl
309.81� JB-05 UNDERDRAIN
/ I - O L - � 310.13 '�RtM: 307.45 INV: 305.58 5'} i �`wv
D AINAGE r =' - - - i -�- - - - Cam- ._ ! - - - - - - - - �9 INV IN: 302_80 - _... - -.. - - c� �
EASEMENT ?' 302.04- 363.1$ '" BRIM: 305.61;�;>� 30&96 f� INV OUT: 302.70
304.01 1304.83 I INV IN: 30 61 I 30& 46 - :\
INV OUT: 1.51 { { t Ire \ \
sFwr rS? c> C� � s� + 93 LF OFj
1 \
r,.: 1 EX. CB TO 413 j " � qn 15" RCP r 03.76%
la � RIM: 305.7 39 LF OF CB-25 i 0 0.76%
a / X/ INV IN: 301.35 I 15" RCP RIM: 305.22 -w I \ \
INV OUT- 300.95 0 1.00% INV OUT, 301.44
RIM: 305.91 I +u, w m \
/ INV IN: 302.42 (JB \
©� INV IN: 303.00 (URAIN)
f� I� INV OUT: 302.32 ` \
V"
`\\`\111I1111111t ,
4 SEAL r .
035917 -
i''o'�'GIN���'��
�iIl111+�� iz.to•17.
GRAPHIC SCALE IN FEET
1 0 60
LEGEND
DROP INLET
CURB INLET
STORM PIPE
XQ("
TOP OF CURB
)00(. X
BOTTOM OF CURB
'
SPILL CURB
HP
HIGH POINT
LP
LOW POINT
ROOF DRAIN
_RD-
e•Pvc
3, W COVER
1R hom SLOPE
CLEANOUTS LOCATED @ ALL BENDS
PERMEABLE
PAVERS
RIP -RAP APRON
-- LOD ----
LIMITS OF DISTURBANCE
FLARED END SECTION
AREA TO BE LINED WITH
ENKAMAT 7010 EROSION
CONTROL LINING
PLAN SCALE: 1 "=30`
STREET ADDRESS
OVERHILLS ROAD AND RAY ROAD
CITY STATE
SPRING LAKE NORTH CAROLINA
COUNTY
HARNETT
TAX PARCEL NUMBER LOCATION CODE NUMBER
0504-98-6234.00 & 05O498-8267.000
KHA FILE #. 032-1588
011359004
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KHA FILE #. UJZ- T V V V
011359004
UNAINAUL PLAN
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1
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�}RIM: 305.�47RIM: 3, I 39 LF OF _
! INV IN: 301.tl5 15" RCP RIM: 05.$2 I me r..
INV OUT: 300.95 ® 1.00% INV OUT: 301.44 CB-04f T`\ RIM: 305.91$DRAINAGE AREA DIVIDE, TYP. INV IN: 302.42 (JB`1INV IN: 303.00 (U)
j INV OUT: 302.32 ` \
GRAPHIC SCALE IN FEET
Lii 1 AID 60
LEGEND
■
DROP INLET
WW
CURB INLET
mmc=�
STORM PIPE
XXX XX
TOP OF CURB
�OLXX
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SPILL CURB
HP
HIGH POINT
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rf \ PERMEABLE
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,a -
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-- LOD — LIMITS OF DISTURBANCE
p FLARED END SECTION
AREA TO BE LINED WITH
ENKAMAT 7010 EROSION
CONTROL LINING
PLAN SCALE: 1 "=30'
STREETADDRESS
OVERHILLS ROAD AND RAY ROAD
CITY
SPRING LAKE
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NORTH CAROLINA AS -BUILT
r 035911 ;
• F TAX PARCEL NUMBER LOCATION CODE NUMBER
0504-98-6234.00 & 0504-9&8267.000
KHA FILE #. 032-1588
011359004
C-5.2
DRAINAGE AREA
MAP
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PAVEMENT SCHEDULE
PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE,
C1
TYPE S9.5B, AT AN AVERAGE RATE OF 168 LBS. PER SQ.
YARD. (OVERLAY)
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE,
TYPE S9.58. AT AN AVERAGE RATE OF 168 LBS. PER SQ.
CZ
YARD IN EACH OF TWO LAYERS. (1.5" OF OVERLAY
INCLUDED IN TOTAL DEPTH
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE
D 1
COURSE, TYPE 119.OB, AT AN AVERAGE RATE OF 456 LBS.
PER SQ. YARD.
PROP. APPROX. 5" ASPHALT CONCRETE BASE COURSE, TYPE
B25.OB, AT AN AVERAGE RATE OF 570 LBS. PER SO. YARD.
E 1
(REQUIRED IN AREAS LESS THAN OR EQUAL TO 6' WIDE.
AREAS > 6' MAY BE SUBSTITUTED WITH JI)
J1
PROP.10" AGGREGATE BASE COURSE
(MAY BE SUBSTITUTED WITH El)
[ U J
EXISTING PAVEMENT
-._.. _.i _ .• i A!OL.- - _.f .:I _'.l1__1. ,_.�-�._�_ _ --� - . 1,_f- .� _.. i •i!'. _.i}�. 5•i iJ. ,':'�I
6 PROVIDE 1 " PVC WEEP LL
e , Lu
-
HOLESw 10 O.C. WHERE
6
GRADES/DRAINAGE IS TOWARDS BACK OF CURB
°
(GRAVEL BEDDING BEHIND CURB) 24"
a
a
6"
a
- I I- i I 1 V2" R. ASPHALT
��- - 4 7"
o
_
c
N 4
0
i
4 .4 4. 4
E
3000 PSI CONC.
Y
@ 28 DAYSI-1 BASE
STANDARD CURB & GUTTER
PROVIDE I'PVC WEEP
.2
HOLES@ 10'O.C. WHERE
GRADES/DRAINAGE IS TOWARDS BACK OF CURB
24"
:3(GRAVEL
BEDDING BEHIND CURB)
r
6"
4 ASPHALT
N
� 4
u
a 4 4 4
4 4 5" 4'
3000 PSI CONG.
o
�
28 DAYS III�E1= T
HEADER CURB TO EXTEND
TO COMPACTED SUBGRADE
OFFSET LONGITUDINAL ,JOINT FROM AT PERMEABLE PAVER VEHICULAR RATED
UNDERLYING LAYER BY 1.5 FEET. LOCATIONS LF
ERMEABLE PAVERS
ACCOMPLISH BY MILLING TOP LAYER OF ,;,.<4 ILLED WITH #78 STONE
EXISTING PAVEMENT BY A DEPTH OF 1.5
INCHES TO PROVIDE AN OVERLAP OF THE
r�6"X24" FLUSH CONCRETE
FINAL LAYER OF PROPOSED SURFACE Cl C2 0 0 0 0 0 0 EDGE RESTRAINT ALONG
COURSE. ASPHALT (TYP)
D1 4" #57 STONE
r
12"#2 DRAINAGE STONE
_ - - - NON --WOVEN GEOTEX11LE
`- -" ._.,. -- -- - 2" #7 SEPARATION FABRIC
SETTING BED ZO
4" WRAPPED CORRUGATED a
U HPDE UNDERDRAIN PIPE COMPACTED SUBGRADE U
E1 .Ji 1. ALL PERMEABLE PAVEMENT SYSTEMS WILL BE W
INSTALLED BY AN ICPI QUALIFIED PROFESSIONAL. A
2. ALL STONE SHALL BE WASHED.
3. EACH LIFT OF STONE SHALL BE COMPACTED WITH A
VIBRATORY ROLLER OR TAMP.
4. EDGE RESTRAINTS TO EXTEND BELOW THE FROST LINE.
5. CONNECT UNDER DRAIN TO PROPOSED AREA DRAINS.
N BASE NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE SHOWN
a PAVEMENT SECTIONS ARE BASED ON NCDOT REQUIREMENTS. MILL OVERLAP DETAIL WITHIN RIGHT O&WAY VEHICULAR PERMEABLE PAVER SECTION
SPILL CURB & GUTTER
t NOTES: W
0 1. SCORE CURB/ VALLEY GUTTER AT 15'O.C. NOTE: ALL PAVEMENT MATERIALS SHALL BE IN ACCORDANCE WITH THE
z 2. PROVIDE 1/2"EXPANSION JOINTS AT90'O.C. 6"CONCRETE PER NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 4
3. CONTRACTION JOINTS SHALL BE SPACED AT 10' SOILS REPORT 3/4" KEYED JOINT
E INTERVALS. (A 15' SPACING WILL BEALLOWED WHEN A
Y MACHINE IS USED.) (MAX.S DIA. SURFACE COURSE
4. FINISH ALL CONCRETE WITH CURING COMPOUND. v : e; a a 4 ' / ") W4'
ti
a Z--0" STANDARD CURB AND GUTTER N
P
! I
a �95 O i�
1 �
v 6" STONE BASE PER SOILS REPORT m
.0 CONSTRUCTION JOINT BITUMINOUS TACK COAT Q � z
N r� _
PRE -CAST CONC. WHEEL 8" CABC j 6' 8' O f
o TO A MINIMUM 100% STANDARD PROCTOR. 3'-2" (� < °'
STOP WITH 2 #4 BARS 112"
6"CONCRETE PER FACE OF BUILDING.,
2" 1' O X 18"LONG G.I. PIPE SOILS REPORT FOUNDATION WALL EXPANDABLE FILLER UPPER 12" OF SUBGRADE TO BE COMPACTED Q Ov O
AT EACH END. DRIVE INTO WHERE OCCURS TO 98% OF MAX. DENSITY AS PRESCRIBED BY MCDONALD S DOUBLE ARROW DETAIL �^' Q co x Of v)
It�QO Q
a GROUND. STANDARD PROCTOR. /�o
Lu
3 REFER TO GEOTECHNICAL REPORT FOR FINAL PAVEMENT Z
ASPHALT PAVING SECTION RECOMMENDATIONS V W I Y o
6 U 3 i
0 co Z I
03
6" STONE BASE PER SOILS REPORT _0 c Li
NNW
J
REGULAR DUTY PAVEMENT SECTION
o SECTION EXPANSION JOINT NOT TO SCALE z cv
0 0
0 1 1/2" RADIUS (typ.) °
6" 6"
CL v e a a O
o O
1
% 0
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n � 1'77777® O
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°] 6" STONE BASE PER SOILS REPORT 6" __ __ MATCH EXIST. •
CONCRETE WHEEL STOP SLAB EDGE __� w o o
0 _ -' �' s
v a � c5
a 0. -moo N
Q
Lu
- _ tsar ro scA�E 7 A 45-87 +5
CONCRETE SLAB DETAIL PHASE � �- .:o, �,,� McDo
5, 30
5'X 5' CLEAR, 2.00% MAXIMUM SLOPE PAINT YELLOW 6'
PROP. LOT A o o
_c HANDICAP LANDING OUTSIDE ALL
DOORS AND TURNING AREAS. a" 0 FFE _ Z N
100LF N 0-
ti
mow Ln
a A 4'-0"(MIN.) �.Q w ____ EXISTING PAVEMENT 9
• a
CLEAR o � a
CL u jco
•
1/2" EXPANSION JOINT PAINT YELLOW PHASE 2 v m
v 41
5`0 " NOT To SCALE DRIVE THRU DETAIL .
W
y NOTE: MINIMUM FLOW RATE OF i00 SF PER GALLON (PAINT FEDERAL SPECIFICATION: TT-P-1852D), q p
aq � e. " JOINT
SCALE: 1"=20' 4 �,
MCDONALD'S "THANK YOU"
4" CONC. SLAB ON GRADE WITH OPTIONAL TILE FINISH co
c
' PER McDONALD S STANDARDS AND SPECIFICA TIONS
o EXPANSION JOINTS @ 20 -0" 0. C. W / L 00 J Z#1/2-01 z- W
W U W
q) SECTION B-8 CONTROL JOINTS 5'-0" O. C. PAINT YELLOW �j PAINT YELLOW
CONTRACTION JOINT PLAN j O � W C)
UNPAINTED 4 Q
c UNPAINTED `D ASPHALT EXISTING PAVEMENT 3" TOPSOIL " J3 REBAR CONT. 12" OVERLAP
N 4" CONC. SLAB ON GRADE WITH TILE FINISH PER ASPHALT iv i�7 `'F-`� "� - 6 2" CLR. q
ai McDONALD'S STANDARDS AND SPECIFICATIONS - -- --
EXPANSION JOINTS @ 20'-0" O.C.-
aCONTROL JOINTS @ 5'-0"0.C. `�• .��•`y �w r
PAINT YELLOW
COMPACTED EARTH • '. � #3 0 18" 0
SPACED 45' - 52' APART PHASE 3 LW
c a e e Q :e Le N �' VE-NOT TO SCALE ___ :_- - J
a _
cy
SUBGRADE COMPACTED TO d e o 1 OVERHILLS ROAD Q
98% STANDARD PROCTOR s v TH
Ru -T Lo 3" C R. ' Q 4
m MAXlMUMDRYDENSITY
c
(ASTMD 698) REFER TO SOILS v THE WORD "DRIVE-THRU" SHALL BE BEFORE Lu
REPORT IF AVAILABLE THE ARROW AND ON EVERY 3RD OR 4TH ARROW 18 j
SECTION A A
NOTE:: MINIMUM FLOW RATE OF 100 SF PER GALLON PAINT FEDERAL SPECIFICATION: TTrP-i9520). TRAFFIC CONTROL-NQZS* � I_#3 REBAR CONT. W/12" �
MCDONALD'S "DRIVE-•THRU" DIRECTIONAL ARROW - TRAFFIC CONTROL PLANS FOR THIS PROJECT CONSIST OF SEVERAL TYPICAL DRAWINGS SHOWING TRAFFIC CONTROL DEVICES TO BE USED WHERE VARIOUS OVERLAP
OPTIONAL MCDONALD'S CONCRETE SIDEWALK T TYPES
CTUAOFl OELD TRUC„ION ACTIVI EXISATR,E OCCURRING ON THE PROJECT. THESE DRAWINGS ARE FOR TYPICAL SITUATIONS AND SHOULD BE ADAPTED TO THE " q
C - ACCESS SHALL BE MAINTAINED TO ALL BUSINESSES AND RESIDENCES AFFECTED BY THE PROJECT. 6 COMPACTED ABC STONE CIL
3 0• - ALL GRADING, CONSTRUCTION, SIGNING, AND PAVEMENT MARKINGS SHALL CONFORM TO NCDOT AND THE LOCAL MUNICIPALITY STANDARDS. ALL TRAFFIC w
() CONTROL SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. HEADER CURB 0 Q
6"HOPPING - ANY WORK REQUIRING EQUIPMENT OR PERSONNEL WITHIN 5 FEET OF ANY TRAVEL LANE SHALL REQUIRE A FULL LANE CLOSURE WITH APPROPRIATE TAPERS. Z
TAMP - LANE CLOSURES SHALL BE LIMITED TO THE TIMES SET FORTH IN THE NCDOT ENCROACHMENT AGREEMENT APPROVAL LETTER, NOT TO SCALE O w
'91ASPHALT CONCRETE - EXCAVATIONS ADJACENT TO THE ROADWAY SHALL NOT BE LEFT OPEN OVERNIGHT. EXCAVATED AREAS ADJACENT TO PAVEMENT HAVING MORE THAN A 2 INCH g -� y -i
a 2k�
`� `" DROP SHALL BE MADE SAFE WITH A 6:1 OR FLATTER SLOPE AND SHALL BE DESIGNATED BY APPROPRIATE DELINEATION DURING PERIODS OF CONSTRUCTION o w o w O w wIX w
iSn INACTIVITY, INCLUDING, BUT NOT LIMITED TO, NIGHTS AND WEEKEND HOURS. C td Lu q V Q
474 - NO PARKING OR MATERIAL STORAGE SHALL BE ALLOWED ALONG THE SHOULDERS OF NCDOT ROADWAYS. w o ft
STREETADDRESS
3F? PHASE 1 STATUS DATE BY
CONTRACTOR SHALL PLACE ALL CONSTRUCTION APPROACH WARNING SIGNS PRIOR TO BEGINNING WORK. SIGNS SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS OVERHILLS ROAD AND RAY ROAD
5'-0" COMPLETED. CONTRACTOR SHALL SET UP AND MAINTAIN BARRELS OR CONES ALONG THE CONSTRUCTION AREA ACCORDING TO NCDOT STANDARDS FOR TRAFFIC FINAL
f-o" 4� 0" CONTROL. CONTRACTOR SHALL INSTALL ALL ADVANCE WARNING SIGNS ACCORDING TO NCDOT STANDARD DRAWING NO. 1101.01. BEGIN GRADING ALONG SHOULDER. CITY STATE PLAN CHECKED
w (typ.) INSTALL DRAINAGE AND BASE COURSE. i-
I
NOTE: CONTRACTOR SHALL USE HOPPING TAMP ADJACENT TO CONCRETE NOTES: SPRING LAKE NORTH CAROLINA AS -BUILT _
1. WHITE PAINT. MINIMUM FLOW RATE OF 100 SF SSE 2 � C 11 R0��i/
PER GALLON (PAINT FEDERAL SPECIFICATION:
TT-P-1952D). CONTRACTOR SHALL PLACE INTERMEDIATE COURSE AND SURFACE COURSE UP TO BUT NOT INCLUDING THE FINAL 1.5" OF SURFACE COURSE ALONG WIDENED `��Q�f S' � �i COUNTY
a ASPHALT/CONCRETE TRANSITION 2.45"- 52" SPACING. PORTION. �'• HARNETT
~' 3. DO NOT REPLACE DRIVE-THRU ARROWS. - ' p�41 i r ' � C-7.0
DIRECTIONAL ARROWS PHASE 3 • TAX PAR
CEL NUMBER
Q" • z LOCATION CODE NUMBER
So
o PLACE FINAL 1.5 INCH LAYER OF SURFACE COURSE WHERE DESIGNATED ON PLANS. PLACE FINAL THERMOPLASTIC PAVEMENT MARKINGS, AND RAISED REFLECTIVE !�'�pjy;wCINE aF 0504-98-6234.00 & 0504-98-8267.000 SITE DETAILS
m PAVEMENT MARKERS. GRIND/REMOVE/ADJUST EXISTING PAVEMENT MARKINGS IN CONFLICT WITH PROPOSED AND REMOVE TRAFFIC BARRELS. ���//�r�.l IIMovG\�(Z KHA FILE #�: V 32"" 15V V
,[ 011359004
_ 1)�
r, . 19 ,1 ,I ^� I If' i 7 y y ie5,. 111i rt: 1 I •I t�., } i- 'r: ,l..I
I '
7 . ' .. it 1 •� - ' r 1 S 5'� 5i ' S ; r ":.
'.. l .�y i ,. f r ! y -. '. ; 'i I ; S I i; t I i.. .5 � .; f:F 51.i . � -.•,� .
FlAVENILAY' MARKILR�. ''GRIND%REMOVE%ADJiISi EXISTING PAVEMENT MARKING§ W CONICT WI`IM PROPbSED AND REMOVE TRAFFIC BARRELS.
KHA FILE#:---------
032-1588 11 J l 1 C LC 1 A I L%'Zi I

. .!T -- L� _.. I. L. :L !- sac s.. ,�. �_. .,� __,-� .. .�. -_._ _• •_.- ._..-- - -.�i .i ,i i._i :.11 1 .:.L��- � e
�`- -
DRAINAGE STRUCTURE NOTES
1.
BOXES SHALL COMPLY WLTH LOCAL JURiSDfCTIONAL STANDARDS AND SPECIFICATIONS.
.I,
STD. CURB 8 GUTTER
2.
ANY NONSTANDARD BOXES TO BE DESIGNED BYA PROFESSIONAL ENGINEER.
s
.ill!
'
➢•
Qy�
3.
THE MAXIMUM HEIGHT OF AN UN -REINFORCED MASONRY DRAINAGE STRUCTURE WITH 8" WALLS
• • 7.;,
•
-Ta Si
.1. OGREATER
SHALL BE LIMITED TO 8=0`FROM INVERT OF THE OUTLET PIPE TO THE TOP OF THE CASTING. DEPTHS
• �' •
' M
'
GRB
THAN ir-O'SHALL HAVE S Ir THICK. BASINS OVER 12'IN TOTAL DEPTH SHALI BE
NEER.
y • .�
•
,
DESIGNED BY A PROFESSIONAL ENGINEER FOUR INCH WALLS ARE NOTALLOWED ON DRAINAGE
i
STRUCTURES. BOTTOM SLAB ON STRUCTURES SHALL. BE REINFORCED WHEN BOXDEPThFS EXCEEDS
..: �..�
8 FT
'r
•a.
+ 4
- 4.
STEPS ARE TO BE PROVIDED ON ALL BASINS DEEPER THAN 42'
'•
• •
~°
a'
'
b
+
5.
STEPSARE TD BE MANUFACTURED BYMA.INDUSTRIESORANAPPROVEDEQUAL.LOCATE
1/2' EXPANSIONJOINT
' . - .• �:„ a; • -LIt
11e 'L
ON NON -PIPE WALLS.
DEPRESS GUTTER
LINE TO MEET GRATE
a -
a•� :! , k e
a a �/�
6.
ii1Lll4
MORTAR IN MASONRY BOXES IS TO BE TYPE M.
r
T.
CLAY BRICK STRUCTURES ARE NOT ALLO WED.
8.
CONCRETEPIPEiS TO BE MINIMUM CLASS III.
9.
CONCR!~ TE BUILDING BRICK IS TO MEET ASTM C-55, GRADE N, TYPE 1.
10.
BASINS LOCATED IN WET AREAS. OR AS OTHERWISE REQUIRED BY THE TOWN ENGINEER, SHALL
EAST JORDAN IRON WORKS V4060-1
HAVE WEEP HOL1=S AS SHOWN ON DETAILS.
FRAME, COVER 8HOOD
11,
ALL CAST-iN-PLACE PRECAST CONCRETE DRAINAGE STRUCTURES LOCATED INPAVEDAREAS
ACCESSIBLE TO TRUCK LOADINGS TO BE DESIGNED TO MEET AASHTO HS 20-44 LOADING. SEE
MANUFACTURERS DETAILS FOR WALL, TOP AND BOTTOM THICKNESS.
PSI-PF STEPS BY
�T
M.A. INDUSTRIES
(NOTE5, DRAINAGE'
SEE NOTES
STRUCTURE NOTES)
*. f
. 4�..::w-
y�
L i
•'•"
n
i;
tu
tu
PRECAST
;. ..
.,
`n•;
CONC. BOX
A • ?e
'
; 4�?'•
:
.tip
e
ONE CUBIC FOOT OF
CLEAN STONEiN BURLAP
>;
BAG TO BE PLACED AT
EACH WEEP HOLE
21DIA. PVC WEEP HOLES
(SEE NOTE 10 ON DRAINAGE
STRUCTURE NOTES)
CURB INLET
3"
O�
~' k;"4
fljVtA.E84I
43"
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' STANDiS:r'�R+♦�O.Maio.l, 440,02,,d$40.Sl�4a,a�+0,�■5J; a4nD.1i,
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• INSTALL 40110, T DRAI1NA 8T111j01"#.INES AND PAY
-� "
g FOR tN. urn *tTr�: IFIc; I0N OWTION $40. .l
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" AMR TRAFFIC 080olERE 1'rG FI0 WILL 9EDE'TQtt4 O.
'F1 PROM 09 ALL F&INFOWING'STE•EL #IIftIC14 KETS ASTM A615 FOR
t Wt" 40 MD *In FABRIC CLING TO ABTfI! A486. � •"� ! � E t
As LIMIT NAXIWJM OePTai TO IV# 0 q "Ift:SLAO FOR *RAFFLE 14"
STRUCT 1t. TO 10' 4�"; llillr ffiYu.3o WALL AJCTU E
'To i I +€f
V PLACE LIFT HOLES OR Pifer IN ACIDD VANCIE WITH • � « .' Y: �
OVA STAIN 190:704. m T
*. lu
CUT Oft MAN SIN -m PIPE TO PROVIDE rrY� .x i ,x� �' 9E
IREQUIOEA AIIE AND LOCATION. DRI4 '. TAFFLE WALL STRt TURE6
PIPES TH T BI GIRT EB 48iTB4 4f0U®L4 �;
T
Wfff U PANELSOWY.. FIFES' MAY ENTER T�H QWER to `IRE � .OF 9OLM *ALL 8�1 0 IF It WRINt1M OF ON. OF a 2 -�
WALL. is F w.nDm mm. in Hi0•E,
ALL ELSM76 IllUA$T T`d MEET AGM 4919 4' ' an "tI'' tf'
FAAK AND ORATE lEIGHT MAY BE AMU TEO WITO 0DWRETE
04 $RICK IN ACCONOWS MftTI,} 8iA NO-96. is P� Ai
, 1tewm
* PROVIDE FAST STILIC 1R6B OV0 4`<0" IN06PTM IMITH t 4 8 ►i F&SAN
STEM A0.01AMM BY TiE ENGINEER. '. a 0"Ift
* 41I M WIN FAORIC MAY A MIMED FDA NEW AS LONG
A8 Tfd -SAM. AREA W ST65L IE PAI "060: COW12
y.L '.:am JOINT$ WITH A.FLOXINIA SUTYL R418B6R
FT:. tiETAI L
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ME 00CHEVER IS OWTFA
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Reim"m anus As sNWN Sri 024 OUT. SECTI€1" VIYIEEE
5
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ON CENTER_ USE STEPO 1NNIQ$ CONPLV NIT" STD. DWXINO 040.06.
TO{?-SLIY41um OPTIONAL CONISTlUCTION , NNOWLITNIS POIRI. 2- 14fYTWY, OA 04 W D=LD AT F I V
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1T � ; j e4 Aa SHM ON 1T1U, Na. a4alua. 43 O0
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[! 37�r i _ ? R 1 W'•O" 10 16'•aa IN 1rEAimt UEE a WLL.0 AAD BOTTOM 6LM. AN45T 'via
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FOP_Ei.F.YATfOK �� DMWIA0 NOT TO $CALL.
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[ tNSTALL STONE OMIRR. OF A MINIMUM OF 1 E1d6EC FOOT OF NO. IW $T01 1N A
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SECTION X-X SECTION Y-Y
m
OVIERSTO"AM WAiNTITI1;8,.FOR DERIP lKe..TtOAWD ON_4ILN HElio" HT
DLEEH516ii BOX A PIPE CL461C YARDS ; BEDUCTiOW RA
PIPE W1'AR WRDTH FIR. IiEiu-m CONIC. IN BOx ONE PIPS:
D A 10 H BOTTOM ;KALL PER. .err
BIAS HT.O•r. R.C.
2 a" --.- 2 O". D 222 0.222 0 1m 0.015 b 0920
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TAX PARCEL NUMBER LOCATION CODE NUMBER STORMWATER
G10�-' �.`� 0504-98-6234.00 & 0504-98-8267.000
1111111 S 10'11- KHA FILE 032- 1 58 DETAILS
011359004
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KHA FILE #: 032-1588
011359004
DETAILS

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ANY FILL MATERIAL
USED TO CONSTRUCT
INFILTRATION BASINS
MUST BE CLEAN SAND
WITH LESS THAN 7%
PASSING 200 SIEVE,
k:X1� G GRADE
ANY FILL MATERIAL
USED TO CONSTRUCT
INFILTRATION BASINS
MUST BE CLEAN SAND
WITH LESS THAN 7%
PASSING 200 SIEVE.
i
INLET PIPE
TOP OF BASIN = 300.00'
CONCRETE CONTROL STRUCTURE (TOP OF RISER = 299.20) -\
4" LAYER CLEAN SAND
INLET PIPE
EL.EV:
25-YEAR WSEL = 299.38'
10-YEAR WSEL= 299.27'
1-YEAR WSEL= 298.37'
GEOTEXTILE FILTER FABRIC
SEDIMENT CLEANOUT ELEV: 296.1
_ r
SHWT >2' BELOW BASIN BOTTOM
INFILTRATION BASIN BMP #1
N.T.S.
'EXIS'fIN�
Q �--ANY FILL MATERIAL
USED TO CONSTRUCT
INFILTRATION BASINS
MUST BE CLEAN SAND
WITH LESS THAN 7%
PASSING 200 SIEVE.
RCP OUTFALL (REFER TO GRADING
PLAN FOR PROPOSED ELEVATIONS)
TOP OF BASIN = 303.25'
CONCRETE CONTROL STRUCTURE (TOP OF RISER = 302.36) -1
25-YEAR WSEL = 302.60'
10-YEAR WSEL= 302.48' -
O,0
F 1-YEAR WSEL= 301.20'
r GEOTEXTILE= FILTER FABRIC -
4" LAYER CLEAN SAND
SEDIMENT CLEANOUT ELEV: 299.15
Q SHWF >2' BELOW BASIN BOTTOM
INFILTRATION BASIN BMP #2
N.T.S.
OBSERVATION WELL
ANY FILL MATERIAL
USED TO CONSTRUCT
INFILTRATION BASINS
MUST BE CLEAN SAND
WITH LESS THAN 7%
PASSING 200 SIEVE.
RCP OUTFALL (REFER TO GRADING
PLAN FOR PROPOSED ELEVATIONS)
OBSERVATION WELL
CONSTRUCTION_ NOTES
CARE SHOULD BE USED DURING INSTALLATION TO MINIMIZE COMPACTION OF SOIL ON THE BOTTOM AND WALLS OF INFILTRATION DEVICES SINCE THIS WILL REDUCE THE PERMFAI31LITY AT THE SOIL INTERFACE. TO AVOID
COMPACTING THE DRAINAGE MEDIA, LIGHT EQUIPMENT AND CONSTRUCTION TECHNIQUES THAT MINIMIZE COMPACTION SHOULD BE USED.
RUNOFF SHALL NOT BE DIRECTED INTO AN INFILTRATION DEVICE UNTIL THE DRAINAGE AREA IS STABILIZED. A CONSTRUCTION SEQUENCE MUST BE FOLLOWED THAT REFLECTS THE NEED TO STABILIZE THE INFILTRATION DEVICE.
THE LONGEVITY OF INFILTRATION DEVICES IS STRONGLY INFLUENCED BY THE CARE TAKEN DURING CONSTRUCTION.
A MINIMUM OF ONE OBSERVATION WELL SHALL BE INCLUDED IN THE DESIGN OF AN INFILTRATION SYSTEM TO PERIODICALLY VERIFY THAT THE DRAINAGE MEDIA IS FULLY DRAINING. THE MONITORING WELL SHALL CONSIST OF A
4--INCH TO 6-INCH DfAMETER, PERFORATED POLYVINYL CHLORIDE (PVC) PIPE WITH A LOCKING CAP. THE WELL SHOULD BE PLACED NEAR THE CENTER OF THE FACILITY OR IN THE GENERAL LOCATION OF THE LOWEST POINT
WITHIN THE FACILITY, WITH THE INVERT AT THE EXCAVATED BOTTOM OF THE FACILITY.
MAINTENANCE NOTES
PLEASE REFER TO SECTION 7.0 OF THE NCDENR STORMWATER BMP MANUAL, GENERAL BMP MAINTENANCE, FOR INFORMATION ON TYPES OF MAINTENANCE, TYPICAL FREQUENCY, AND SPECIFIC MAINTENANCE TASKS THAT ARE
COMMON TO ALL BMPS. THE FOLLOWING INFORMATION IS MAINTENANCE THAT IS SPECIFIC TO INFILTRATION DEVICES.
FOR THE FIRST YEAR OF OPERATION, INSTALEAMONS SHOULD BE INSPECTED MONTHLY AND AFTER EACH MAJOR STORM. AFTER THE FIRST YEAR, QUARTERLY INSPECTIONS, PREFERABLY CONDUCTED AFTER A STORM, ARE
RECOMMENDED.
MAINTENANCE IS VERY IMPORTANT FOR INFILTRATION DEVICES. PROPERTY OWNERS SHOULD BE EDUCATED IN THE FUNCTION AND MAINTENANCE REQUIREMENTS OF INFILTRATION DEVICES. ESPECIALLY IMPORTANT IS THE
MAINTENANCE OF VEGETATED AREAS THAT DRAIN TO THE INFILTRATION SYSTEM. AREAS THAT ARE ALLOWED TO BECOME BARE AND UNVEGETATED WILL CONTRIBUTE EXCESS SEDIMENT TO THE INFILTRATION SYSTEM AND HASTEN
ITS FAILURE. ANY SEDIMENT DEPOSITS IN PRETREATMENT DEVICES SHOULD BE REMOVED AT LEAST ANNUALLY.
THE SURFACE OF INFILTRATION SYSTEMS MUST BE KEPT IN GOOD CONDITION. COLONIZATION BY GRASS OR OTHER PLANTS SHOULD BE DISCOURAGED, SINCE THIS CAN LEAD TO REDUCED SURFACE INFILTRATION RATES. IN
MANY INSTANCES, IT IS CONVENIENT TO COVER INFILTRATION TRENCHES WITH CONCRETE GRID PAVERS OR SIMILAR PERMEABLE PAVING SYSTEMS THAT CAN BE REMOVED EASILY AND REPLACED AS NECESSARY TO SERVICE THE
TRENCH.
IN ORDER TO MONITOR PERFORMANCE OF THE INFILTRATION DEVICE, OBSERVATIONS SHOULD BE CONDUCTED TO DETERMINE HOW LONG IT TAKES RETAINED WATER TO INFILTRATE INTO THE SOIL AFTER A STORM EVENT. THE
DETERMINATION CAN BE MADE IN TWO WAYS. THE MOST INFORMATIVE WAY IS TO READ THE WATER LEVEL SEVERAL TIMES OVER A PERIOD OF DAYS AFTER A LARGE STORM. THE ALTERNATNE IS A "ONE -STOP' METHOD, WHERE
A SINGLE READING IS TAKEN AND COMPARED WITH THE LOCAL RAINFALL RECORD. ALTHOUGH LESS ACCURATE THAN THE MULTIPLE READING METHOD, THE ONE -STOP METHOD WILL STILLALLOW SIGNIFICANT DETERIORATION IN
PERFORMANCE TO BE RECOGNIZED.
THE TOP SEVERAL INCHES OF DRAINAGE MEDIA AND THE FILTER CLOTH ALONG THE TOP OF THE DRAINAGE MEDIA SHOULD BE REPLACED ANNUALLY OR AT LEAST WHEN THE DEWATERING TIME IS LONGER THAN 5 DAYS. IF
AFTER REPLACING THE TOP MEDIA THE INFILTRATION RATE IS STILL NOT IN THE ACCEPTABLE RANGE, THE ENTIRE FACILITY MUST BE DISMANTLED AND RECONSTRUCTED.
PROPER DISPOSAL OF THE MATERIALS REMOVED IS NECESSARY: THE AGGREGATE AND CLOTH SHOULD BE APPROPRIATELY PACKAGED AND DELIVERED TO THE LOCAL LANDFILL, IF THE OPERATING AUTHORITY APPROVES THE
DISPOSAL.
15" {'nn nr rTr rT
0 0.
0.'
THICK
1NCRETE
kLLS
ATE
SECTION A- A
25-YR WSEL=299.38 TOP OF RISER
10-YR WSEL=299.27 ELEV.=299.20
15" RCP OUTLET
0.74%
INV=295.00 SECTION B---B
INFILTRATION BASIN #1 POND CONTROL STRUCTURE CS-^51
NOT TO SCALE
THICK
INCRETE
kLLS
'ATE
SECTION A
25-YR WSEL=302.60
10--YR WSEL=302.48 TOP OF RISER
ELEV.-302.36
15" RCP OUTLET
0.50%
INV-298.00 SECTION B - B
INFILTRATION BASIN #2 POND CONTROL STRUCTURE CS--41
Enka atlour# f'et1r 1t .Saortiat'
Gewri d zm*xadonfior Mopes and Ch wwh Usedfor Lnkmi d 700, 7200,
79 serks
ThOWsuggestior+s rfpreBel7f grn ersfty wed Prim forWJ0=ss rl inrstallfmmn of EI*WrsW. These. inns udhm maybe
169owed, fti &Avo or reoded by the v w enrgkieer, oonft ador or fir fvr1Y381A Eva sirs c they, not Ph*1* are nmponsk& for
ri1ng and exeO ftq pram*jra4 4*mpnWe to a sped%-a��Rr1
Enkamat is packaged in roils that we easy to ship, store and install. Nb heavy equipment is needed for
installation of matting. a roll can be dandled by one or two workers.
1. Site Preparation Whether slope or channel. the site must be shaped to the design specifications (grade,
geometry, density of soil, etc.) and then dressed to be froe of soil'clods, clumps, rocks, or vehicle imprints
of any significant size that would prevent the Enkamat from lying flush to surface contours.
2. Anchor Trench: Anchor trenches are retluired'to securely fasten the Enkamat to the ground surface. In
channel applications, the Initial anchor trench is Installed at the beginning of the c hanhel and Intermediate
check slots are. Slim at elpprayxirnffiefy 25 feels* intervals downstream depending an flow condition . and
whether you soil fill or not. Enkamat Enkaat is Installed into the bottom of the trench and fastened with pins
spaced 3 feet apart. The anchor trend f intermediate check slots are then backt0led and compacted in a
manner as to not damage the Enkamat.
• In I;eu of excavalled check slats, a clauttte row of pins I or a number or 2 rebar phoned ass the mat ).may be used at 2,&bot
tntervals.
3. Enkamat Ind allatton: Roll the Enkamat doves the slope or channel. Thy overlap between rolls is 3 to 4
inches. The splice betweencalls is between 2 and 3 few. Shingle the cold In the direction of water flow.
Install pins down the center of each mat (mat is 3.25 facet wide) staggering
them between the outaside pins with a
spacing interwil of 3 to S few: Fins �.
patterns will vary upending upon
application, soil type, slope or channel
slope, geometry, etc. A rule of thumb for
estimating the amount of pins required"for
a project Is:
1:1 to 2:1 slopes
3-4 pins per sq. y&
3:1 and leaser slopes
2-3 pins per sq- yd.
MAINTENANCE NOTE
1. INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH
OR GREATER) RAIN FALL EVENT REPAIR IMMEDIATELY.
2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE
RECP.
3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE
REPAIRED AND STAPLED.
4, IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE
ERODED AREA PROTECTED.
5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
6. CLEAN SPILLS PROMPTLY. ADVISE OWNER OF METHODS FOR PROTECTION OF RELATED AREAS. DO NOT ALLOW
TREATED AREAS TO BE TRAFFICKED OR SUBJECTED TO GRAZING.
ATE
ATE
15" RCP OUTLET
0 0.74%
INV=295.00
D ELEVATION = 296.00
15" RCP OUTLET
0.50%
INV= 298.00
OUND ELEVATION =
high flow channel
a ..
3"4 pins per sq. yd.
srexf: er.t• •S
lour flow channel (3MJfxy,c >'
2-3 pins per sq. yd: r
Always install two rows of pins
spaced 1.5 x 1.5 feet apart at all
roll splice locations.
4" Anchoring Devices: Typically 11-8
Of a 6" x 1" x 6" Metal pins are CKcrarsforAr2S' 0.a] rxrrev o
gauge
pi + (a* oouetc Aaw or rtxs)
used. When surface soil. conditions are
loose, use 8" x 1" x 8" or 12" x 1.5" x 12"
metal pins, 8" - I$" pins with 1.5" diameter washer, or 12-30, J-Shape pins (bent rebar) having a 114"
diameter. Drive pins or pins flush with the ground surface.
5. Soil Pilling: There- are two options when installing Enkamat-soil filling or non -sail filling. Soil filling
Enkamat accelerates performance because the Enkamat, soil and the new vegetation interact together to
resist shear forces when water is flowing though the channel or on top of a slope. If soil filling is utilized
spread 1/2 to sib inches of fine sail into the Mai to completely fill it.
A typical condition where non -soil filling is used would be to c odec t,sediment when water is flowing through
the channel from an.up-gradient source.
6. Seeding: For non -soil filling applications, broadcast seed or hydroseed over the installed Enkamat. Make
sure hydromutch occurs after seeding to ensure the seed reaches the topsoil. If soil filling, seed after filling
is completed. You may also seed before and after soil filling to create a better established roof structure
and increase vegetation. strength. Check with your local seeding consultant to verify appropriate seed and
fertilizer mixture.
7. Sod Installation: If covering Enkamat with sod, soil filling is required. Place sad in the direction of water
flow. Periodically install a row or two perpendicular to the flow to reduce the possibility of water flowing
along the seams of the sod. Inmost cases, you should pin the sod down to prevent movernsnt.
8. GreenArmor7u System- Hydraulically fill the TRM with 0.5 inches of FGMw, applied with hose at dose
range" Optimum application rate is 3,500.lbslacre or to the depth of where.the tips of TRM are still
exposed. Strictly comply with FGM manufacturer's installation instructions and recommendations. For
optimum FGM pumping and aoic;ation performance, use approved mechanically agitated, hydraulic
seeding/mulching machines, hose of sufficient length toreach the TRM, use of a 50 degree tipinozzle is
highly recommended. Apply FGM from hose positioned over shoulder with nozzle approximately at chest
level (48-60"). pointing straight down to achieve optimum TRM infill. For opts -murk hydraulic performance
and vegetative establishment, be careful not to overfill the TRM. The tips of the TRM shall be slightly
exposed.
For technical assistance ;tease contad Protlle Products at 750 Lake Cook Road, Suite 440 Buffalo Grove, IL BW89
Toll Free: 866-325-6262; wrebwww"pror1leproduets.corh
Q P!0,4e Products R: 02-09 Prinfed m the U.S.A
STREETADDRESS
OVERHILLS ROAD AND RAY ROAD
CITY STATE
SPRING LAKE NORTH CAROLINA
Ht t I I�Illl/�r
��� Q�• • • 0� ��i COUNTY
••�'�' HARNETT
~ a SEAL 9r
• 035917 TAX PARCEL NUMBER
LOCATION CODE NUMBER
GINE�� ��.�� 0504-98-6234.00 & 0504-98-8267.000
1 IHOLG���,•lc-� KHA FILE#: 032-1588
011359004
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STORM WATER
BMP DETAILS
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011359004
032-- 1 588
BMP DETAILS

GENERAL LANDSCAPE NOTES
o ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE.
V) ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE PLANT LIST.
a
v ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED.
C
ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION.
T ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS.
1,
iv
ALL SHADE TRESS ADJACENT TO PEDESTRIAN WALKWAYS SHALL BE BRANCHED 6'-7' PER ANSI Z60.1 STANDARDS FOR HEIGHT OF BRANCHING — STREET TREES. ALL SHADE TREES LOCATED
Y WITHIN VEHICLE SIGHT TRIANGLES SHALL BE BRANCHED MIN. 8' (MEASURED FROM ADJACENT PROJECTED CURB LINE ELEVATION) PER ANSI Z60.1 STANDARDS FOR HEIGHT OF BRANCHING —
o STREET TREES,
ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED.
° PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES
DURING THE COURSE OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF
0 THE LANDSCAPE CONSTRUCTION.
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. ANY DISCREPANCIES BETWEEN QUANTITIES ON PLAN AND PLANT LIST SHALL BE
BROUGHT TO THE ATTENTION OF HARNETT COUNTY INSPECTOR AND ANY FIELD ADJUSTMENTS OR QUANTITY ADJUSTMENTS MUST BE AUTHORIZED PRIOR TO PLANTING.
THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING BUT NOT LIMITED T0: WATERING SPRAYING MULCHING, FERTILIZING, ETC.) OF THE PLANTING AREAS AND LAWN UNTIL
MASTER PLANT LIST
DECIDIOUS SHADE TREES
ACE 1 6 jAcer rubrum `Autumn Glory'
Autumn Glory Red Maple 2" CAL
B&B
AS SHOWN
STREETSCAPE BUFFE
QUE 8 Quercus phellos
Willow Oak 2" CAL
B&B
ASSHOWN
STREETSCAPE BUFFf UA
IVUATREES/SCREENING
ULM 11 jUlmus parvitolia
LacebarkElm 2"CAL
B&B
AS SHOWN
�DECIDIOUS & EVERGREEN SHRUBS
JUN 2 Juniperusvi nlana'Cu ressifolia'
Hills ireJuniper
6'
CONT.
ASSHOWN
LOR 25 Loropetaiumchinensis
Lorotalum
IS"
CONT.
ASSHOWN
SCREENING
PRU 46 Prunus laurocerasua
English Laura]
iS"
CONT.
ASSHOWN
SCREENING
ILX 48 flex crensta'SoftTouch'
Soft Touch Holly
18"
CONT,
ASSHOWN
STREETSCAPE BUFFER
TER 53 7ernstromeria japonica
C eera
18"
CONT.
ASSHOWN
STREETSCAPE BUFFER
i GROUND COVERIGRASSES
L
UR 576 Urio muscari'Vade ta'
Vari ed Urio
#1
18" O.C.
PEN 61 Pennisetum alo curoides'Uttle Bunn '
Little Bunn Dwarf Fountain Grass
#1
36" O.C.
EUO 33 Euon musfortunel
WinterCree r
#1
36"O.C.
SEA 390SF Seasonal Color
Annual Mix
#1
18" O.C.
SOD odon on
Common Bermuda
AS SHOWN
-C SUBSTANTIAL COMPLETION.
C THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR BEGINNING ON THE DATE OF SUBSTANTIAL COMPLETION. THE CONTRACTOR SHALL PROMPTLY
u�
MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD.
THE LANDSCAPE ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT MATERIAL PRIOR TO INSTALLATION.
aAFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION,
ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO SUBSTANTIAL COMPLETION OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF
a THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS.
o STANDARDS SET FORTH IN *AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL.
I
T ALL SHRUB, GROUND COVER AND SEASONAL COLOR ANNUAL PLANTING BEDS ARE TO BE COMPLETELY COVERED WITH TRIPLE SHREDDED HARDWOOD MULCH TO A MINIMUM DEPTH OF FOUR (4)INCHES.
Y LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF
> THE CONTRACTOR TO VERIFY THE LOCATIONS OF UTILITY LINES AND ADJACENT TO THE WORK AREA. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITY LINES DURING THE
CONSTRUCTION PERIOD.
C
SAFE, CLEARLY MARKED PEDESTRIAN AND VEHICULAR ACCESS TO ALL ADJACENT PROPERTIES MUST BE MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS.
0
Q. ALL PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN.
v
O
ro THE TOP OF ALL ROOT BALLS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE, AS BORN TO PREVIOUS GRADE AND GROWING CONDITIONS. +C
C
a ° ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BACKFIWNG.
C
o
w1 !!N ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY AND REMOVED FROM ROOT BALL PRIOR TO BACKFILUNG PLANTING PIT. REMOVE TOP 1/3 OF THE BURLAP FROM ROOT BALL.
u L
Q ° FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB --RASE AND CONSTRUCTION DEBRIS; REMOVE COMPACTED 501E AND ADD 24" NEW TOPSOIL OR UNCOMPACT AND AMEND THE TOP 24" Of
vi 3 EXISTING SOIL TO MEET TOPSOIL PLANTING MIX STANDARDS FOR TREES. SEE DETAILS THIS SHEET. ;
z a
Q THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TREES AND SHRUBS THAT WILL MEET BOTH MINIMUM SIZE AND SPACING FOR TREE AND ZONING ORDINANCE COMPLIANCE. FAILURE TO INSTALL �1
-A PLANT MATERIAL PER THIS PLAN WALL JEOPARDIZE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY, CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING INSPECTIONS OF PLANT MATERIAL.
o 3
CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES & ORDINANCES REGARDING LANDSCAPING, GENERAL CONTRACTOR IS TO CLEAN THE ENTIRE SITE OF ALL CONSTRUCTION DEBRIS AND TO RAKE
J
o ENTIRE SITE.
THE CONTRACTOR SHALL INSTALL BLACK FABRIC MESH UNDER PLANTING BED MULCH TO PREVENT WEED GROWTH.
� 3
c CONTRACTOR SHALL MAINTAIN LANDSCAPING FOR AT LEAST 30 DAYS AFTER SODDING AND PLANTING SHRUBS, AND 60 DAYS AFTER SEEDING, OR AS LONG AS IS NECESSARY TO ESTABLISH UNIFORM
STRAND OF THE SPECIFIED GRASSES, OR UNTIL SUBSTANTIAL COMPLETION OF THE PROJECT, OR UNTIL ACCEPTANCE OF THE LAWNS AND SHRUBS, WHICHEVER IS LATER.
C -3
p U
D_ -a TREE STRAP
� N
p M DOUBLE STRAND 12 GAUGE WIRE COVERED W/2-PLY RUBBER
O HOSE PAINTED FLOURESCENT ORANGE
0In o
EARTHEN SAUCER
U WHITE WARNING FLAG
U o
z DOUBLE STRAND 12 GAUGE WIRE COVERED
8'STEEL TEE POST
W12-PLY RUBBER HOSE PAINTED
FLOURESCENT ORANGE
O rz
J O
cr STEEL TEE POST
�a
i Q PLAN
EMTM R.O.W. LINE
Ell
9
TER
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iANO
AT TOP 'L
ERM V.300) M�
ra
SWP
aU'
f
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,
ft-ft err pw 491
4
6 10
ILX TER
FLrrURE R.O.W. LINE
f Lull
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pp
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12
vy
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V4
\
O
o
UNDISTURBED
SPECIAL PROVISIONS
SUBGRADE
o
REMOVE TOP ill OF WIRE ROOT BALL BASKET
`n
o
PLACE ROOTBALL ON SOLI
OR ROOTBALL STRAPS. REMOVE ALL SYNTHETIC
CD
SUBGRADE - NOT LOOSE
STRAP MATERIAL FROM ENTIRE ROOTBALL
9
CL
BACKFILL MATERIAL
U
3 TIMES WIDTH Of ROOTBALL (6' MIN.) REMOVE TOP 314 OF BURLAP ROOT BALL. COVERING.
REMOVE ALL SYNTHETIC COVERING FROM ENTIRE
o
N
ROOTBALL
"
TYPICAL TREE PLANTING I STAKING DETAIL
SECTION
o
�
--
(FOR 6'-12" TREE HEIGHTS AT PLANTING]
�
°
�
NOT TO SCALE
E
,
;a
NOTES
Q
v
t
•
120 DEG. TREE GUY WIRE -ADD
TURNBUCKLES IF
1) FOR ROOTBALL ELEVATION:
\
ANGLE
-j
E
UP HILL
NECESSARY TO STABILIZE TREE
IZ
'n
SIDE
A. 1N SANDY /WELL DRAINED 501E CONDITIONS:
�
FREE GUYING STAKE
/`
SET TOP SURFACE ELEVATION OF ROOTBALL
¢
u
FLUSH WITH FINAL EXISTING GRADE.
U
>
DOWN HILL
o
N
SIDE
B. IN HEAVY CLAY ! POORLY DRAINED SOIL CONDITIONS:
z
�ISET
/
TOP SURFACE ELEVATION OF114 -1/3 OF
p
EARTHEN SAUCER
ROOTBALL ABOVE EXISTING GRADE.
f
f
t
PLAN
o
/
0
J
a
0
TREE STRAP
p
m
TREE GUY WIRE -ADD
U
TURNBUCKLES IF
m
s
NECESSARY TO STABILIZE TREE
`
0
WARNING FLAG
�`
ROOTBALL:
IN SANDY I WELL DRAINED SOIL CONDITIONS: 2
CL
a. SET TOP SURFACE ELEVATION OF ROOTBALL FLUSH WITH
CL
\
FINAL EXISTING
c
SEEDED SLOPE
b. IN HEAVY CLAY I POORLY DRAINED SOIL CONDITIONS: SET
sn
y
TOP SURFACE OF ROOTBALLIM-1/3 ABOVE FINAL EXISTING GRADE. s
v
TREE GUYING STAKE
0
0
I
3' RAD. MIN. EARTHEN SUACER �T\
EXISTING GRADE
CL
3" MULCH LAYER
c
UNDISTURBED SUBGRADE
'' `-`'�_:>,.
-
BACKFILL WITH SOIL (REF
o
...�.
SPECIFICATIONS)
REMOVE TOP 1/2 OF WIRE ROOT BALL BASKET OR 10
EXCAVATE PLANTING PIT TO 3 TIMES �'
`-;` r.. •w
ti:•^:: ROOTBALL STRAPS. REMOVE ALL SYNTHETIC STRAP
t
THE WIDTH OF ROOTBALL (8' MIN.)
}
'
MATERIAL FROM ENTIRE ROOT BALL.
•: 12
FLARING SIDES OF PIT AS SHOWN.
%= .:•�
C
SCARIFY SIDES OF PIT SO THAT THE
a
LANDS
o
ar
SIDES ARE NOT SMOOTH OR GLAZED.
r
t
o
SECTION
e
s 00000000
•
PROPERTY LINE
TYPICAL STREETSCAPE BUFFER ENLARGEMENT
�J NOT TO SCALE
LANDSCAPE REQUIREMENTS & CALCULATIONS
TOTAL
TOTAL
AREA TO BE
E
COMMENTS
CODE
LANDSCAPED
REQUIREMENT
REQUIRED
QUANTIITY
SECTION
ALL PARKING SPACES SHALL BE W FROM A TREE TRUNK
V�U� USE
MEDIANS AND/OR ISLANDS WITH TREES SHALL BE AT LEMT
ALL PARKING SPACES
SHAL 1.13E WFROM A
10 TREES
3.9.3 VUA
AWA
10' WIDE WITH A MIN. OF 300 SF OF PERMEABLE SOIL
TREES SHALL BE A MIN. OF Z CAL AT PLANTING
TREE TRlN IK
BUFFERS
AND
WHERE A DEVELOPMENT IS ADJACENT TO MULTIPLE USES
TYPE C BUFFER E 10
11 TREES
8.1.9
REQUIRED
SCREENING
THEN THE BUFFER REQUIREMENT FOR EACH USE SHALL BE
THEN
TREES SPACES 90'APART
55SHRUBS
BUFFER AND
ALONG EACH PROPERTY LINE
5 SHRUBS PER TREE
SCREENING
TYPES
STREETSCAPE
DEVELOPMENTS WITH LOTS THAT ABUT ALL OTHER STALE
LARGE MAT IN59 TREE
EVERY
12 TREES
T
STREETSCAPE
BUFFER
MAINTAINED STREETS SHALL BE BUFFERED WITH A W 15
EVERGREEN CONIFERS
101 SHRUBS
BUFFER
SUFFER MEASURED FROM THE R.O.W.
EVER 5
TYPES
REMOVE TOP 314 OF BURLAP ROOT BALL COVERING. REMOVE
-
ALL SYNTHETIC COVERING FROM ENTIRE ROOTBALL.
nc
TYPICAL LANDSCAPE BED PLANTING
E
PUKE ROOTBALL ON SOLID SUBGRADE
-a
0TYPICAL
NOT LOOSE BACKFILL MATERIAL
DETAIL (SHRUBS 81 GROUNDCOVER)
TREE PLANTING ON SLOPE DETAIL
3
NOT TO SCALE
o
-C2 NOT TO SCALE
O SHOVEL EDGE - CWTRACTOR TO PROVIDE
SMOOTH CONTINUOUS EDGE AS SHOWN ON PLANS.
DIG EDGE WITH COLIMON SPADE OR STRAIGHT
BLADE SHOVEL.
O SHRUB PLANTING
O GROUNDCOVER PLANTING
OQ 4" MULCH LAYER (TRIPLE SHREDDED HARDWOOD)
0 B" DEPTH TILLED/AMENDED SOIL
QQ ROOT BALL:
-IN SANDYNVELL DRAINED SOIL: SET TOP
SURFACE ELEVATION OF ROOTBALL FLUSH WITH
FINAL EXISTING GRADE.
-IN HEAVY CLAYIPOORLY DRAINED SOIL: SET TOP
SURFACE OF ROOTBALL 114-113 ABOVE FINAL
F EXISTING GRADE,
NOTES:
USE WEED BARRIER FABRIC IN ALL MULCHED
AREAS NOT PLANTED WITH SPREADING
13ROUNDOOVER
Q EARTHEN SAUCER
Q EXCAVATE PIT TO 2 TIMES THE WIDTH OF
ROOTBALL. SCARIFY SIDES OF PIT SO THAT
SIDES ARE NOT SMOOTHIGLAZED.
O9 BACKFILL WITH SOIL PER SPECIFICATIONS
10 LARGER B&B MATERIAL-
-REMOVE TOP 112 OF WIRE ROOT BALL BASKET OR
ROOTBALL STRAPS. REMOVE ALL SYNTHETIC
STRAP MATERIAL FROM ENTIRE ROOT BALL.
- REMOVE TOP 3/4 OF BURLAP ROOT BALL
COVERING. REMOVE ALL SYNTHETIC COVERING.
11 CONTAINER GROWN MATERIAL:
REMOVE ENTIRE CONTAINER FROM AROUND PLANT
PRIOR
TO PUWTING,
Q PLACE ROOT IALL ON SOLID SUBGRADE, NOT
LOOSE BACKFILL MATERIAL
13 UNDISTURBED SUBGRADE
LANDSCAPE LEGEND
0
SPACING
AS NOTED
0
0
0
0
0
0
PLAN SPACING
AS NOTED
ULM - LACEBARK ELM
ACE - RED #IAPLE
QUE - WILLOW OAK
JUN - HILLSPIRE JUNIPER
{ a ] LOR-LOROPETALUM
PRU - ENGLISH LAUREL
O �O
ILX - SOFT TOUCH HOLLY
TER -CLEYERA
GRAPHIC SCALE IN FEET
® UR - VARIGATED UPJOPE 0 SO
# t PEN - LnnE BUNNY DWARF FOUNTAIN
® EUO - WINTER CREEPER
i
i SEA - SEASONAL COLOR
STREETADDRESS
OVERHILLS ROAD AND RAY ROAD
CITY STATE
SPRING LAKE NORTH CAROLINA
COUNTY
HARNETT
TAX PARCEL NUMBER LOCATION CODE NUMBER
504-98-6234.00 & 0504-98-8267,000
KHA FILE #: 032-1588
I1.7.17, 011359&M
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SE WEED BARRIER FABRIC IN ALL MULCHED
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Pipe Table
UP -STREAM STRUCTURE
DOWN STREAM STRUCTURE
UPSTREAM RIM
UP -STREAM INV.
DOWN STREAM INV.
Size
MATERIAL
Length
Slope
DI-06
JB-05
307.00
303.00
302.80
15"
RCP
41 LF
0.50%
JB-05
CB-04
307.45
302.70
302.42
15"
RCP
56 LF
0.50%
CB--04
CB'-03
305.91
302.32
301.61
15"
RCP
93 LF
0.76%
CB-03
CB-02
305.61
301.51
299.36
15"
RCP
95 LF
2.25%
CB-02
FES-01
303.56
296.16
296.00
15"
RCP
31 LF
0.50%
CB--11
FES-10
303.56
296.27
296.00
15"
RCP
55 LF
0.50%
CB-21
FES-20
304.03
299.36
299.00
15"
RCP
72 LF
0.50%
CS-41
FES-40
302.36
298.00
297.42
15"
RCP
115 LF
0.50%
CS-51
FES-50
299.20
295.00
294.52
15"
RCP
65 LF
0.74%
UNDERDRAIN
CB-04
N/A
305.58
303.00
8"
PVC
69 LF
3.76%
CB-25
EX. CB TO JB
305.22
301.44
301.05
15"
RCP
39 LF
1 1.00%
G
E +� \
►ITV 2 -� . 1 AREA TO BE LINED
P40POSED - WITH ENKAMAT
DRAINAGE 7010 EROSION
\ EASEMENT \ \ �CONTROL LINING
Wo
{ 308.38\ _
' 307.88
308.56
`--15- RCP I- l � III 1 I I�
® 1.00% INV OUT: 301.44 ue�svr,
CB-04 I a ora�Eso�a \
4 RIM: 305.91 I if W Fa
palINV IN: 302.42 (JB
'191 INV IN: 303.00 (U AIN) , U
INV OUT 302.32 ` \
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LEGEND
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DROP INLET
WW
CURB INLET
STORM PIPE
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PLAN SCALE: 1 "=30-
STREETADDRESS
OVERHILLS ROAD AND RAY ROAD
CITY STATE
SPRING LAKE NORTH CAROLINA
COUNTY
HARNETT
TAX PARCEL NUMBER LOCATION CODE NUMBER
0504-98-6234.00 & 0504-9&8261.000 03�� �� Q
KHA FILE A � v
011359004
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Pipe Table
UP -STREAM STRUCTURE
DOWN STREAM STRUCTURE
UPSTREAM RIM
UP -STREAM INV.
DOWN STREAM INV.
Size
MATERIAL
Length
Slope
DI-06
JB---05
307.00
303.00
302.80
15"
RCP
41 LF
0.50%
JB-05
CB-04
307.45
302.70
302.42
15"
RCP
56 LF
0.50%
CB-04
CB-03
305.91
302.32
301.61
15"
RCP
93 LF
0.76%
CB-03
CB-02
305.61
301.51
299.36
15"
RCP
95 LF
2.25%
CB-02
FES-01
303.56
296.16
296.00
15"
RCP
31 LF
0.50%
CB--11
FES-10
303.56
296.27
296.00
15"
RCP
55 LF
0.50%
CB--21
FES-20
304.03
299.36
299.00
15"
RCP
72 LF
1115
0.50%
CS-41
FES---40
302.36
298.00
297.42
15"
RCP
LF
0.50%
CS-51
FES-50
299.20
295.00
294.52
15"
RCP
65 LF
0.74%
UNDERDRAIN
CB--04
N/A
305.58
303.00
8"
PVC
69 LF
3.76%
CB-25
EX. CB TO JB
305.22
301.44
301.05
15"
RCP
39 LF
1.00%
0
s \J
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1-,O
AREA TO BE LINED
WITH ENKAM
7010 EROSION
CONTROL LINING
_• o. � ��_ � GTE � �
Q SERVATI f j h` 1 U4.48 ' f RIM: 3Q7.00 309.26 P
1 ( ( / INV 0 3Q3.00 i 1 31 HP , # 0 , w o� 3Q4.06� ( j �I 31 ,i�' 308.7$
303.5q o 0 1. LF 0 1 3�2. 1
f I A RCP 311.30
I f � 308.OQ 307.66 � tfi� M \ 3��4 31"3.64
1 ( / ( �0= 0.509r 10.80 311.57 *-
j% j / 308.00 307. 308.11 9 L �
/ 31 LF /� r' ( f 3o7.si / O 311.07 ''
15" R ' J ` 304.50 7.80 ,� / c�`p (
®0. % sy �r , 304.00 o v� 30� ��15 RCP o p r `p 308.87 312.53
1 , r / M ! �.3Q7.30 0.50� 306.99 "� 3 7.32 311M37
� /` � I+ I /:` o � /$' ; I 306.49 312.03 �
��(�0:� } f M / 304.53/ % 306.541 HP 1 !
/ / r r 304.1 t 306.04 ( 306.41 LP ! 1
/ /( �%' / ,r „0 304.66 r3 306.11 LP 305.9i 07.78 / / / �' / j l J // /f� / /1 / • /a� 4.33 �+ f �00cy CD3Q4.83 HP 36.56 . .a
3( � 7311.62ILP
306.73 306.06 1�2
.$7 31
�r i004.78
`
r` \
� � RIM: .56
"} ' 308.18 313.3 � I o --� 307.68
,SUMP�995.91 // / 7,JQ2 303 4 ;7 304.42 5.87 i \ ' 308.13 / 348 HP 313.961 \
/ )NV 1 799.36 ` 30 50 ' 303.92 5.37 ( �_
°j INV 296.16 1 95 F OF - 3Q .BO� ,tio - - - $ 9.85 310 \ `
// r U / { p8 309.3 I \
v 1 15. RCP /` $ Osr / 30.1 U 1 308.67 310.31Fi� �a \
®`2.25% Hp
' _ 309.8j` JBT95 UNDERDRAIN
U310.13 !M: 307.45 INV: 305.58 1p
PROPOSED
/ i� r. tiI�D -- - _ - - - - _ -3 ENV {N 3420 .. _ - - - - '
EASEMEWT -r - - 30204 303.1�- 'r - - - RIM: 345. 1 �„.;;iaa - 30896 ENV OUT: 342.70 wwo
304.01 304.83 INV IN: 30 .61 3o8,46
,•.
INV OUT: 1.51
a o r co 95" R F 0 3.76%tic
EX. CB TO 4B i CB-25 � ' ® 0.76X
}
RIM: 305.447 I 39 LF OF I
INV IN: 301A 15' RCP RIM: 305.�2
INV OUT: 301.44
/ C INV OUT: 300.95 ® 1.00X CB-04
RIM: 305.91Uzi
/ 9 INV IN: 302 42 (JB \
so INV IN: 303.00 (U n AIN)
INV OUT: 302.32 ` \
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LEGEND
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STREETADDRESS ..
OVERHILLS ROAD AND RAY ROAD
CITY STATE
SPRING LAKE NORTH CAROLINA
COUNTY
HARNETT
TAX PARCEL NUMBER LOCATION CODE NUMBER
0504-98-6234.00 & 0504-98-8267.000
KHA FILEA, 032-1588
011359004
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032-1588
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