SW6100703_APPROVED PLANS_20100810

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

_
KEY NOTES:
•
OA
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO
ABANDON THE EXISTING WATER WELL.
®
Og
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO
-N-
REMOVE THE EXISTING SEPTIC TANK.
9
OC
CONTRACTOR SHALL COORDINATE WITH UTILITY
Know what's below.
DEPARTMENT TO RELOCATE EXISTING POWER POLE AND
P�
a cP
�o
Call
before you dig.
POWER SERVICE.
v�
�o
ro
O
CONTRACTOR SHALL REMOVE EXISTING 4' CHAIN LINK
FENCE.
A
SITE
0
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO
o
DEMOLISH AND REMOVE EXISTING STRUCTURES.
w
A
RocKFiSH
-
O
CONTRACTOR SHALL COORDINATE WITH TELEPHONE
RD
COMPANY TO RELOCATE EXISTING TELEPHONE PEDESTIALS
N
FOR ROAD WIDENING.
®
OG
CONTRACTOR SHALL COORDINATE WITH POWER COMPANY
E
TO RELOCATE EXISTING POWER POLE FOR ROAD
WIDENING.
LOCATION MAP
NTS
REFERENCE:
Plat Cabinet 65, Slide 56
Plot Cabinet 119, Slide 192
Deed Book 5528, Page 771
Cumberland County, NC
PROPOSED
- - - - -'-
RIGHT OF WAY u` 60' R/W
BUILDING STRUCTURE I I
CURB AND GUTTER
PARKING COUNT
CONTOURS
--.---700-
700
SPOT ELEVATIONS
PERCENT SLOPE
BENCHMARK
STREET SIGNS
v
SANITARY SEWER MANHOLE
OS
•
STORM INLET/CATCH BASIN
TREE PROTECTION LINE--�-
TREE LINE
FENCE LINE
------------------------------
- - - - - - - -
TELEPHONE (UNDERGROUND)
"" N - _
-------------------------
TELEPHONE (OVERHEAD)
-- -L'1
- - - - --OT-----------
ELECTRIC (UNDERGROUND)
------ "-------- ._.
e e
ELECTRIC (OVERHEAD)
.I.
�� -' """ ""
GAS LINE
w___ _ ..m
--- ------- -------------
WATER LINE
----°----..
------- �----�-------�---�-
SANITARY SEWER LINE
-- - -� - ..-ss-_..-. _
W
STORM SEWER LINE
STANDARD SYMBOLS
AP = ABANDONED POLE
CB = CATCH BASIN
� = CENTER LINE
CLP = CENTERLINE PAVEMENT
CUP = CORRUGATED METAL PIPE
CV = CONTROL VALVE
DIP = DUCTILE IRON PIPE
EIP = EXISTING IRON PIPE
EIR = EXISTING IRON ,4EBAR
EP = EDGE OF PAVEMENT
EPK = EXISTING PK NAIL
EX = EXISTING
FES = FLARED END SECTION
FND = FOUND
GW = GUIDE WIRE
HW = HEAD WALL
INV = INVERT
LP = LIGHT POLE
MB = MAIL BOX
PP = POWER POLE
PROP = PROPOSED
P.S.D.E = PUBLIC STORM DRAINAGE EASEMENT
PVC = POLYVINYL CHLORIDE PIPE
RCP = REINFORCED CONCRETE PIPE
R/W = RIGHT OF WAY
SIR = SET IRON REBAR
SSMH = SANITARY SEWER MAN HOLE
WY = WATER METER
WV = WATER VALVE
YJ = YARD INLET
IPF = Iron Pipe Found
IPS = Iron Pipe Set
IRF = Iron Rod Found
IRS = Iron Rod Set
CMF = Concrete Monument Found
h® = Water Meter
Y = Fire Hydrent
Q- = Utility Pole
CAN = Coble Te/evisioa
TP = Telephone Pedestal
WV = Water Volve
i] = HVAC
O = Calculated Point
GENERAL NOTES:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL ILLUSTRATED KNOWN
UNDERGROUND ELEMENTS. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXERCISING
REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND ELEMENTS. THE CONTRACTOR SHALL
NOTIFY THE ENGINEER IMMEDIATELY IF UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE
MODIFICATION TO THE ILLUSTRATED DESIGN.
2. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC, AND ALL OF THE OWNER'S FACILITIES.
SHOULD DAMAGES OCCUR, CONTRACTOR SHALL REPAIR IMMEDIATELY AS DIRECTED BY THE ENGINEER.
3. CONTRACTOR SHALL HOLD HARMLESS THE OWNER AND THE ENGINEER FOR DAMAGES, INJURIES OR
OTHER ACCIDENTS WHICH OCCUR DURING THESE CONSTRUCTION ACTIVITIES.
4. TREES AND EXISTING LANDSCAPING NOT DESIGNATED FOR REMOVAL SHALL BE PROTECTED DURING
CONSTRUCTION.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATION OF ALL ILLUSTRATED
CONSTRUCTION ACTIVITIES AT THE JOB SITE.
6. SAFETY PROVISIONS: THE CONTRACTOR SHALL COMPLY WITH THE "RULES AND REGULATIONS
GOVERNING THE CONSTRUCTION INDUSTRY" AS PROMULGATED FOR THE HEALTH, SAFETY AND GENERAL
WELFARE OF EMPLOYEES BY THE COMMISSION OF LABOR UNDER GENERAL STATUTES OF NORTH
CAROLINA, AND 29CFR PART 1926 AND PART 1910. ARTICULAR REFERENCE IS MADE BUT NOT LIMITED
TO THE FOLLOWING RULES AND REGULATIONS: BUILDING CONSTRUCTION WORK, DEMOLITION, EXCAVATION,
PERMIT REQUIRED CONFINED SPACES AND TRENCHING. IN ADDITION TO THE FOREGOING SAFETY
PROVISIONS, THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR AND COMPLY WITH THE
DEPARTMENT OF LABOR SAFETY REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE
OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (L 91-54). WHERE THE REQUIREMENTS OF THESE
ACTS ARE IN EXCESS OF THOSE REQUIREMENTS SPECIFIED, THE REQUIREMENTS OF THESE ACTS SHALL
GOVERN. SHOULD THE PLANS OR SPECIFICATIONS REQUIRE MATERIALS OR METHODS IN CONFLICT WITH
THE SAFETY AND HEALTH REGULATIONS, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
REQUEST OF THE ENGINEER ANY CHANGES THAT MAY BE NECESSARY.
7. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES DURING CONSTRUCTION AND SHALL MAKE REPAIRS
AT HIS EXPENSE.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION ADJUSTMENTS OF ALL EXISTING VAULTS
(REGARDLESS OF FUNCTION), METER BOXES, FIRE HYDRANTS, CLEAN OUTS, MANHOLES ETC. TO MATCH
FINISHED GRADES AND SITE PLAN. ALL SUCH WORK SHALL BE COORDINATED WITH THE ENGINEER.
9. UTILIZE SIGNS, BARRICADES, FLAGMEN, OR GUARDS AS REQUIRED TO ENSURE THE SAFETY OF ALL
VEHICULAR AND PEDESTRIAN TRAFFIC DURING ALL CONSTRUCTION ACTIVITIES.
10. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND ADJACENT PROPERTY OWNERS AS
REQUIRED FOR WORK OUTSIDE OF PROPERTY LINES. UNDER ABSOLUTELY NO CIRCUMSTANCES SHALL
ANY UNMANNED EXCAVATION BE LEFT OPEN OR UNPROTECTED DURING NON -WORKING HOURS.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF ALL WORK AS ILLUSTRATED ON PLANS.
IF EXISTING CONDITIONS DIFFER FROM THOSE ILLUSTRATED ON PLANS, NOTIFY ENGINEER PRIOR TO
CONSTRUCTION.
12. VERIFY ALL DIMENSIONS AND GRADES AT THE JOB SITE. IF DIFFERENCES ARE FOUND, NOTIFY
ENGINEER SO THAT MODIFICATIONS TO THESE DRAWINGS CAN BE MADE.
13. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION
OF THE CITY'S EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
14. ALL SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES".
15. ANY LAND -DISTURBING ACTIVITY >1 ACRES REQUIRES COMPLIANCE WITH ALL CONDITIONS OF THE
GENERAL PERMIT TO DISCHARGE STORM WATER UNDER THE NATIONAL POLLUTANT DISCHARGE
ELIMINATION SYSTEM (PERMIT No. NCGO10000). ANY PERMIT NONCOMPLIANCE IS A VIOLATION OF THE
CLEAN WATER ACT AND MAY REQUIRE ENFORCEMENT ACTION BY THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT, HEALTH, AND NATURAL RESOURCES. (FOR QUESTIONS CONTACT FAYETTEVILLE REGIONAL
OFFICE WATER QUALITY STAFF AT 910-433-3300)
SURVEY LEGEND
SURVEY COMPLETED BY:
YAN
CBRYDE
LAND SURVEYING • PLANNING
P.O. Box 1013
105-A Parkway Dr.
Aberdeen, NC 28315
Phone/Fax [phone]
Job No. 080095
DATE: 7/22/2008
SURVEY NOTES:
1-) THIS MAP IS NOT IN ACCORDANCE WITH GS 47-30.
2) AREA BY COORDINATE METHOD.
3) DASHED LINES NOT SURVEYED, DRAWN FROM INFORMATION AS INDICATED.
4) CONTOUR INTERVAL = 0.50', BASED ON NAVD 88 DATUM.
5) THERE ARE NO VISIBLE ENCROACHMENTS OTHER THAN THOSE SHOWN HEREON.
6) SURVEY IS SUBJECT TO ANY DECLARATION OF RESTRICTIONS, CONDITIONS,
EASEMENTS, COVENANTS, AGREEMENT, LIENS AND CHARGES OF RECORD.
DEMOLITION NOTES:
1. THE CONTRACTOR SHALL OBTAIN NECESSARY DEMOLITION PERMIT PRIOR TO ANY
REMOVAL OF STRUCTURES, UTILITIES, ETC.
2. THE CONTRACTOR SHALL NOTIFY ALL PERTINENT UTILITY COMPANIES AT LEAST 72
HOURS PRIOR TO ANY DEMOLITION WORK.
3. TRENCHES AND EXCAVATION AREAS SHALL BE RECOMPACTED TO 98% OF
STANDARD PROCTOR MAXIMUM DRY DENSITY.
4. THE CONTRACTOR SHALL PROVIDE TREE PROTECTION FOR EXISTING TREES WHERE
SPECIFIED.
5. ALL DEBRIS SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF AT
A PERMITTED FACILITY.
6. THE REMOVAL OR RELOCATION OF EXISTING LIGHT POLES SHALL BE COORDINATED
WITH RESPECTIVE UTILITY OR LIGHTING COMPANY.
7. EXISTING PAVEMENT AND CURB SHOWN TO BE REMOVED SHALL BE SAW CUT.
16. ALL SUBSURFACE DRAINAGE PIPE SHALL BE RCP PIPE OR AS SPECIFIED ON THE PLANS
17. EXISTING CONTOURS SHOWN ARE AT 1-FOOT INTERVALS.
LINE TABLE
LINE
LENGTH
BEARING
L1
10.02
N16*16'08"W
L2
20.09
S17'35'57"E
0MG
010Z 4 I d3S
Odzl-8N30
EX. EjP
_
---- - - - - - -
Ex. ET-- 7-(PD$LIC iZ
- �1T----...-uT-ur----ur---`Ur-�.q---UT ----ur----ur==0r-=.. -�-UT �` -UT -- UT---uT----uT----UT- _ r---UT ----UT
171�
f F Tp -jp F--`-"-cti---8--- c---_c---._ a u -c-=-~`c-----c----c--- c----c-/----c----c---
� C
a� o� goi, S67'4319W 234.27' cq
S-6 58'15"W 119.50' I G /RF D / . -- - D � =t77_
I I lxx*xxxxxxxxx o �_ -W- EX. 8" PVC
Q
I 1 i I
�- D 8>.
18. ALL CONSTRUCTION ACTIVITY AND MATERIALS SHALL CONFORM TO THE STANDARDS AND
SPECIFICATIONS OF TOWN OF STALLINGS AND NCDOT.
19. IN AREAS WHERE 2 FEET OF COVER CAN NOT BE MAINTAINED OVER STORM DRAIN PIPES, THE
CONTRACTOR IS TO SUBSTITUTE CLASS IV RCP.
20. THE UTILITIES AND THE LOCATIONS THEREOF, SHOWN ON THE DRAWING REPRESENT THE DESIGNERS
UNDERSTANDING OF EXISTING UTILITIES IN THE CONSTRUCTION AREA. THE CONTRACTOR SHALL VERIFY
THE LOCATION, DEPTH AND EXISTENCE OF ALL UTILITIES (ELECTRICAL, MECHANICAL, WATER, SEWER,
TELEPHONE, GAS, ETC.) WITHIN THE CONSTRUCTION AREA WITH THE UTILITY OWNER AND/OR THE
APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING ANY EXCAVATION. THE OMISSION OF OR THE
INCLUSION OF UTILITY LOCATIONS ON THE PLANS IS NOT TO BE CONSIDERED AS THE NONEXISTENCE OF,
OR A DEFINITE LOCATION OF EXISTING UNDERGROUND UTILITIES. ANY DAMAGE TO EXISTING UTILITIES
SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. CONTRACTOR TO CALL
NORTH CAROLINA 1-CALL (FORMERLY ULOCO) AT [phone] AND OTHER UTILITY PROVIDERS NOT
A MEMBER OF THE 1-CALL SERVICE.
21. THERE SHALL BE NO ON -SITE BURIAL PITS. ALL SOLID WASTE GENERATED FROM THE PROJECT
INCLUDING CONSTRUCTION AND LAND CLEARING DEBRIS, ETC. WILL BE PROPERLY DISPOSED OF OFFSITE
IN AN APPROVED DISPOSAL FACILITY.
22. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING FEATURES AND TOPOGRAPHY AS NEEDED
DURING CONSTRUCTION STAKING.
23. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN
FIELD CONDITIONS WARRANT OFFSITE GRADING, PERMISSION MUST BE OBTAINED FROM AFFECTED
PROPERTY OWNERS PRIOR TO GRADING ACTIVITIES. SHOULD FIELD CONDITIONS WARRANT DISTURBING
SITE AREAS IN EXCESS OF THE AMOUNT OF DISTURBED ACREAGE APPROVED, THE CONTRACTOR SHALL
FIRST OBTAIN APPROVAL FROM THE NCDENR EROSION CONTROL INSPECTOR WHICH MAY REQUIRE
REVISIONS TO THE EROSION CONTROL PERMIT.
I
I
a I
I
i
I
I
i
I
I
i
I
I
I
I
I
i
I
I
i�Cc
i
I
� I
I
I
I
j D
I
>
I
I
I
o
i
I
1
�
I
I
�
I
�
z
U
I
I N
i
w I
i
N
I
I
I
w
i
I
v
I
N/F
BARBARA SHOENBERGER
PIN: 0404-67-0287
DB 6764, PG 502
P.C. 656, SL 56
ZONING: REZONED TO CI(P)
USE: SINGLE-FAMILY
N/F
WILLIAM DILLION
& WIFE
PIN: 0404-67-2170
OB 4542, PG
635
P.C. 119, SL
192
ZONING: R-10
USE: SINGLE-FAMILY
/RF
GRAPHIC SCALE
20 40
( IN FEET )
I inch = 20 ft.
80
/
I
I
i
I
I
I
�
I
i
o
i
I
W
I
�
I
0
Y
z
w
I
Z
I
i
N/F
LANDFALL PARTNEF
w
i PIN: 0404-67-4
i
DB 7609, PG
i P.C. 119, SL 1f
i ZONING: R-1t
I
USE: SINGLE-FAI
I
I
I
I
i
\L�
Alaproex.a sto:ruraa+ r "rrrli2 Documents
Construct ,. .x;r. 1 1;, dlese documents is
required dy sIe YEormwater permi! North Carolina
Nles require that the ,v7rmWs',eT Ifyslem designer
nspect "u ,n cona a ,r t,e!!�fy Conformity with the
D ^•plans and sc e m r 14 -ornpliancl with the
s ormwatPr rues i ': 1'J(':;:1' 2H 10,08(j))
Date 1.10 0
-.. � 'L---
NC Givis,on of Water puallty
Sheet n._/z1-0Revisior Cate-----
vE _
U
❑
❑
�r
i Z
W .NL� t
Z��Dm
❑mIT
LrV L
W
Z�N❑ ,
�pU=
W
W Z to -
W C7
ZaWoff
ZL1
_Z
jIj
W Z J W
W 0 Z
o
ZUM
�❑oa
W
N
6Zly/io
THE DESIGNS AND ORAWINGS SHOWN ARE THE PROPERTY OF
Mc2 ENGINEERING, INC. REPRODUCTION OR USE FOR ANY
PURPOSE OTHER THAN THAT AUTHORIZED BY Mc2
ENGINEERING, INC. IS PROHIBITED_ 2010 2
r�
W--�
Qa
O
�
z
QzW°
O
�
U
�
a
u
O
U
N
O
O
0 °° N
W
O
C
U
z
�xw
5�
a
w
F--�1
W
�
EXISTING
CONDITIONS &
DEMOLITION
REVISIONS
CAD FILE: 2009-027 BASE.DWG
PROJECT NO.: 2009-027
DESIGNED BY: JDM
REVIEWED BY: JDM
DATE: JUNE 30, 2010
C100

T
8
SITE
LOCATION MAP
NTS
TOTAL SITE AREA: 1.85 AC (80,512 SF)
1.79 AC (78,170 SF)
-AREA OUTSIDE OF 10' ADDITIONAL DEDICATED R/W
TAX PARCEL NUMBER: 0404-67-2381
DB & PG: 7943, 189
JURISDICTION: CUMBERLAND COUNTY
CURRENT ZONING: C1(P)
PROPOSED USE: GAS STATION AND
RESTAURANT
MINIMUM FRONT SETBACK: 45'
MINIMUM REAR YARD SETBACK: 20'
MINIMUM SIDE YARD SETBACK: 15'
PROPOSED BUILDING AREA: 5,250 SF
PROVIDED SEATING IN RESTAURANT: 26
REQUIRED OFF-STREET PARKING: 17
-GAS STATION (10 SPACES)
-RESTAURANT (1 SPACE PER 4 SEATS)
PROVIDED OFF-STREET PARKING: 29
REQUIRED H.C. ACCESSIBLE SPACES: 2
PROVIDED H.C. ACCESSIBLE SPACES: 2
H.C. VAN ACCESSIBLE SPACES 1
IMPERVIOUS CALCULATIONS
PROPOSED BUILDING AREA: 5,089 SF
PROPOSED ASPHALT/CONC. AREA: 38,945 SF
PROPOSED IMPERVIOUS AREA: 44,034 SF
PERCENT IMPERVIOUS AREA: 56.3%
DEVELOPMENT SUMMARY
KEY NOTES:
OA CONTRACTOR SHALL INSTALL 8' WIDE SIDEWALK WITH TURN DOWN
SLAB PER DETAIL 2/C6.1.
OB CONTRACTOR SHALL INSTALL 5' WIDE SIDEWALK WITH TURN DOWN
SLAB PER DETAIL 2/C6.1.
OC CONTRACTOR SHALL INSTALL 4' WIDE SIDEWALK PER DETAIL
2/C6.1.
O INSTALL STANDARD 2'-0" CURB AND GUTTER SEE DETAIL 1/C6.1.
EO INSTALL 8' WIDE ACCESSIBLE RAMP PER DETAIL 3/C6.1.
O INSTALL HANDICAP PARKING SIGNAGE SEE DETAILS 5-7/C6.1.
OG CONTRACTOR SHALL INSTALL DUMPSTER ENCLOSURE FENCE SEE
DETAIL 12/C6.1.
OH CONTRACTOR SHALL INSTALL 2 CONCRETE BOLLARDS AT REAR OF
DUMPSTER ENCLOSURE SEE DETAIL 9/C6.1.
OI CONTRACTOR SHALL INSTALL CONCRETE PAVEMENT AS INDICATED
WITH HATCHING. SEE GRADING PLAN FOR PROPOSED GRADING OF
CONCRETE SLAB UNDER CANOPY.
OJ CONTRACTOR SHALL INSTALL HEAVY DUTY PAVEMENT UNLESS
INDICATED OTHERWISE.
O 10' x 70' NCDOT SIGHT TRIANGLE.
OL INSTALL 3' WIDE CURB CUT WITHIN THE CURB AND GUTTER SEE
DETAIL 4/C6.1.
O CONTRACTOR SHALL INSTALL A 6' TALL PRIVACY FENCE ALONG
REAR PROPERTY LINE SEE DETAIL 12/C6.0.
ON PROPOSED SIGNAGE TO BE PERMITTED SEPARATELY.
OO CONTRACTOR SHALL INSTALL TREE PER TREE PLANTING DETAIL
1 O/C6.1
OP CONTRACTOR SHALL INSTALL SHRUB PER SHRUB PLANTING DETAIL
11 /C6.1
O PROPOSED PERMANENT UTILITY EASEMENT. SEE SHEET C2.1 AND
C2.2 FOR EXACT LOCATION.
RO CONTRACTOR SHALL COORDINATE WITH ADJACENT PROPERTY
OWNER FOR RECONSTRUCTING THE EXISTING DRIVEWAY AFTER THE
ROADWAY IS WIDENED. DRIVEWAY SHALL REMAIN OPEN DURING
ROADWAY WIDENING.
OS BASIN SIDES AND DAM SHALL BE SODED TO PREVENT EROSION
INTO BASIN. SOD SHALL BE FESCUE OR MATCH THE SEED THAT IS
USED ON -SITE.
O STORMWATER BMP EASEMENT. (PDE=PRIVATE DRAINAGE
EAEMENT)
SITE NOTES:
1. DIMENSIONS AND COORDINATE POINTS ARE TO BACK OF CURB OR CORNER OF
BUILDING UNLESS OTHERWISE NOTED.
2. ALL IMPROVEMENTS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH NORTH
CAROLINA AND TOWN OF STALLINGS LAND DEVELOPMENT STANDARDS.
3. ANY DISCREPANCIES FOUND IN THE FIELD SHALL BE CALLED TO THE ATTENTION OF
THE OWNER OR ENGINEER PRIOR TO PROCEEDING WITH WORK.
4. PRIOR TO BEGINNING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL OBTAIN ALL
REQUIRED PERMITS AND APPROVALS NOT ALREADY OBTAINED BY THE DESIGN TEAM
FROM ALL REGULATORY AUTHORITIES AND SHALL KEEP COPIES OF ALL APPLICABLE
PERMITS ON SITE.
5. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES,
AND RIGHT-OF-WAYS, PUBLIC AND PRIVATE, PRIOR TO WORKING IN THESE AREAS.
6. GENERAL CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN
AND THE PUBLIC SHALL BE PROTECTED FROM INJURY.
7. DO NOT SCALE DRAWING FOR ACTUAL DIMENSIONS, AS IT IS A REPRODUCTION AND
SUBJECT TO DISTORTION.
8. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL
CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD), 1988
EDITION AS AMENDED.
9. ALL PAVEMENT MARKINGS SHALL BE FOUR (4) INCHES WIDE UNLESS INDICATED
OTHERWISE ON THE DRAWINGS.
10. CONTRACTOR SHALL SAW -CUT EXISTING ASPHALT PAVEMENT AREAS TO TIE IN
SMOOTHLY TO PROPOSED PAVEMENT AT CONNECTION TO NEW ASPHALT PARKING AREA.
11. REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING DIMENSIONS.
12. CONTRACTOR SHALL COORDINATE WITH OWNER, SUB CONTRACTORS AND UTILITIES
TO INSURE ALL THAT CONDUITS ARE INSTALLED UNDER THE CURB AND GUTTER,
SIDEWALKS AND PAVEMENT ARE INSTALLED BEFORE THE FINISHED SURFACE IS LAID.
TREE PLANTING NOTES:
1. ALL STRAPPING & TOP % OF WIRE BASKET MUST BE CUT AWAY & REMOVED FROM
THE ROOT BALL PRIOR TO BACKFILLING PLANTING PIT. REMOVE TOP Ya OF THE
BURLAP FROM THE ROOT BALL.
2. FOR NEW PLANTING AREAS, REMOVE CONSTRUCTION DEBRIS. UN -COMPACT &
AMEND THE TOP 24" OF EXISTING SOIL TO MEET TOPSOIL/PLANTING MIX STANDARDS
FOR TREES.
3. LARGE MATURING TREES MAY NOT BE PLANTED WHERE OVERHHEAD DISTRIBUTION
OR TRANSMISSION LINES EXIST. IF TREES CONFLICT WITH POWER LINES OR SIGNS,
CALL THE URBAN FORESTER TO RESOLVE BEFORE PLANTING.
4. ADJUST TREE -PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES
YARD SPACE
(CAMDEN ROAD)
- TOTAL BUILDING
WIDTH
106 LF
- MIN. RED.
1 SMALL ORNAMENTAL TREES PER 50 LF
- REQUIRED
TREES (106 LF / 50 LF)
3
- PROVIDED
SMALL MATURING TREES
3
- MIN. REQ.
2 SHRUBS PER 10 LF
- REQUIRED
SHRUBS (106 LF / 10 LF X 2)
22
- PROVIDED
SHRUBS
22
YARD SPACE
(ALMOND ROAD)
- TOTAL BUILDING
WIDTH
50 LF
- MIN. REQ.
1 SMALL ORNAMENTAL TREES PER 50 LF
- REQUIRED
TREES (50 LF / 50 LF)
1
- PROVIDED
SMALL MATURING TREES
1
- MIN. REQ.
2 SHRUBS PER 10 LF
- REQUIRED
SHRUBS (50 LF / 10 LF X 2)
10
- PROVIDED
SHRUBS
10
PARKING AREA
- TOTAL PARKING SPACES
29
- MIN. REQ.
1 LARGE TREE PER 20 PARKING SPACES
- REQUIRED
TREES (29 TOTAL SPACES / 20 PS)
2
- PROVIDED
LARGE MATURING TREES
2
STREETSCAPE
- TOTAL LF
OF STREET YARD
234 LF
- MIN. REQ.
2 SMALL ORNAMENTAL TREES PER 50 LF
(EXISTING
OVERHEAD POWER LINE)
- REQUIRED
TREES (234 LF / 50 LF X 2 TREES)
10
- PROVIDED
SMALL MATURING TREES
10
LANDSCAPE SUMMARY
Know what's below.
Call before you dig.
GENERAL NOTES:
1. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
2. APPROVAL OF THIS PLAN IS NOT AUTHORIZATION TO GRADE ADJACENT PROPERTIES.
WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED
FROM THE AFFECTED PROPERTY OWNERS.
3. IN ORDER TO INSURE PROPER DRAINAGE, MAINTAIN A MINIMUM OF 0.5% SLOPE
ALONG THE CURB AND GUTTER.
4. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET
RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR.
5. NON-STANDARD ITEMS (i.e. PAVERS, IRRIGATION SYSTEMS, etc.) IN THE RIGHT -OF
WAY REQUIRE A RIGHT- OF -WAY ENCROACHMENT AGREEMENT WITH THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION.
N/F
GEORGE HYDE & WIFE
PIN: 0404-67-1670
DB 3615, PG 793
ZONING: R-10 0�
USE: SINGLE-FAMILY /
- - - - - - - - - - - - - /-Q- -
EX. 16" DIP WATERMAIN / 1E X. FH
---W----W_---W----W----W----W----W----W----W----W----W----W----H'_---W----W----µ'___wW_--W----W----W--_
/ 4
N / I
SEE SHEET C5.0 FOR ROADWAY o/
IMPROVEMENT PLAN - -
N
CAMDEN ROAD (SR 1003)
N
_ (70' PUBLIC R/W) /
4T----UT---UT---- T UT----UT----UT----UT----UT----UT----UT----UT ----UT--- UT----UT-/---UT ----UT- °
c----c----c c---
_ S67'43'19"W 234.27' rp OG, t
- -- - ---- ----o ----0--OE ----GE----OE IR
RF R45' R45' r- e 11
i R i Q
EX. 8" PVC WM
-
i I P.D.E. �/ _ I K---W--- W----III W
I - D VL
N�- D I 0
I EX. SSMH
1 20' P.D.E. R10' R10' RIM v�2.,9
I I w
R20' v 166.19'
O(� SBjOS• I �(
0) - - - - - - - - 'd - R20' S3F -
-- -- --- ---fir -j
I 20' P.D.E. T I
- 45' SETBACK
S k I I o
I
k � I
i
w I
' Ir" 4:25' l34' 34' 4 . 14.25' fl If -
j a
IT
4 a �e- w ;�., •_ �I Imo` II I i
ao
1
1 ;
w Ira-I.G ra> /
I d7 I _. 32.12 0 c." {..-o ��I A, /
w I a S I 2� c
AN
,.I / !!
o
i u I N I a YI
w I N�I� m1 / /!
i N
I W I� D I w l IT
00ur) nI R50'
i I U) I !
NF
L
BARBARA SHOENBERGER.-(-
PIN: 0404-67-0287a-
DB 6764, PG 502`
P.C. 656, SL 56 T P�� )R.3' IDR3'ZONING: REZONED TO Cl(P) / !
USE: SINGLE-FAMILY }-I 5' I RJ0'
N /F
WILLIAM DILLION
& WIFE
PIN: 0404-67-2170
DB 4542, PG
635
P.C. 119, SL
192
ZONING: R-10
USE: SINGLE-FAMILY
SYMBOL
QTY
COMMON NAME
SCIENTIFIC NAME
CALIPER
MIN. HEIGHT
O2
RED MAPLE
Acer rubrum
2"
6'
®
10
CRAPE MYRTLE
Lagerstroemia indica
6'
4
YOSHINO CHERRY
Prunus x yedoensis
1"
6'
O
12
FIRE POWER NANDINA
Nondian domestica 'Fire Power'
3 GAL
0
20
DWARF YAUPON HOLLY
Ilex vomitorio 'Nana'
3 GAL
NOTE:
1. CONTRACTOR SHALL REMOVE LIMBS BELOW 6 FEET OF ALL TREES LOCATED WITHIN SITE TRIANGLES.
PLANT MATERIALS LIST
wl
3
3
I
/
cn,I
N
I
Q,I
^ I
0
Q
/ !
I
F F
a
I
I
AE
I
Cn
!!
Iw
o
A
o
/
I
a0
j
I 24'
-E I
to
N
C
PROPOSED
I
II
T
BUILDING
o
±5,089 SF
��
D
I
I
20
24
I
I
FJ PROPOSED
I
i
I
PROPOSED
I DAIRY QUEEN
I
I
WI
GAS STATION/CONVENIENCE STORE
I ±1,403 SF
I
P. Dl E.
a
±3,686 SF
© T o
NIOT
g
C
R14.5'
I
R 0
C
o
ZQ �E- �
■ I
I
a �
P �
M I
}.
D
I
I
d
I cl�
I
N O
I
w I
I
00
I
R27.5 i
R
R3'
R3'
LANDFALL PARTNERS LLC
W
.,i ,`�-
i
P
I H
PIN: C404-67-4472
70 LLj
..%��,.
II -. K °-fit"-
"'{`cr,
I
I I DB 7609, PG 5
k
©
Q
P.C. 119, SL 192
I ZONING: R-10
N
USE: SINGLE-FAMILY
0
I
{
- `,
H
9
D
I U
i
L
_ 1 05 �
T
r S i
,. AR YA _
--J
Approved `,t urmw a .-nmtx Documents
IVJ909� _ Constr til , a .^ern r oe documents is
09' 'equirer by s?nrnw 1 r North Carolina
E 235.24' uses r ui P t> rt h 1 r n i ci vstem designer
GRAPHIC SCALE n�Pee a.l s �ti, conformity with the 0
plars s u "s, ,v�'+ cT r fy _„ impliance with the
20 0 10 20 40 80 sforrnw trr ,Irs N("A(_21­1 10n8U))
m
r-__ Permit 541L1oo101 __- -_Date !_110.Io-_.--
M bv_1I NC Division of Water Quality
lRF Sheet C1Q_ __---
I'ste
( IN FEET) � _ _ _ EX. DIRT pRtVE
1 inch = 20 ft. -
S
o
rn p
U
E
UR
Z .N[�
Z 10 01
T:
F
-NNh
ry ci 0] 0)
Y
z l N 0
W
Si
EpU�
W W Z In
W 0
Z
Z L3
Z
WZ_jw
W Z
N
1.1 N
°m D
Z �oUa
115
M
if
W
N
THE DESIGNS AND DRA KINGS SHOWN ARE THE PROPERTY OF
Mc2 ENGINEERING, INC. REPRODUCTION OR USE FOR ANY
PURPOSE OTHER THAN THAT AUTHORIZED BY Mc2
ENGINEERING, INC. 15 PROHIBITED. 2010 ,n
W
Qa
O
z
Q
z
o
�
`^00
o
nW
Y�1
O
Q
Q
C)
Pa
a
�
U
a
W
U
N
O
O(DO
�
N
W
O
H
�
x
w
�
a
w
SITE &
LANDSCAPE
REVISIONS
CAD FILE: 2009-027 BASE.DWG
PROJECT NO.: 2009-027
DESIGNED BY: JDM
REVIEWED BY: JDM
DATE: JUNE 30. 2010
C200.

SITE
01
LOCATION MAP
NTS
DENUDED LIMITS
RIPRAP APRON AT PIPE OUTLET
SKIMMER TYPE SEDIMENT -
BASIN
TEMPORARY SILT DITCH
TEMPORARYSILTSILT FENCE
STORM INLET SEDIMENT TRAP
TEMPORARY ROCK CHECK DAM 0
EROSION CONTROL LEGEND
INFILTRATION BASIN
From
upstream
To
downstream
Q10
Total
Discharge
(cfs)
Slope
(Ft/Ft)
Actual
Pipe
Diameter
(In)
Actual
Velocity
(fps)
Length
(Ft)
Upstream
Invert
(From)
(Ft)
Downstream
Invert
(To)
(Ft)
Pipe
Material
Rim
Elevation
(Ft)
CO 4
CO 3
0.30
0.0050
6
2.35
34.00
170.06
169.89
HDPE
172.56
CO 3
CO 2
0.60
0.0050
8
2.80
34.00
169.89
169.72
HDPE
172.34
CO 2
CV 1
0.90
0.0050
8
3.04
44.08
169.72
169.50
HDPE
172.11
RD 4A
CO 4
0.15
0.0100
6
2.57
16.24
170.05
169.89
HDPE
RD 4B
CO 4
0.15
0.0100
6
2.57
16.24
170.05
169.89
HDPE
RD 3A
CO 3
0.15
0.0100
6
2.57
16.24
169.88
169.72
HDPE
RD 3B
CO 3
0.15
0.0100
6
2.57
16.24
169.88
169.72
HDPE
RD 2A
CO 2
0.15
0.0100
1 6
2.57
16.24
169.66
169.50 1
HDPE
RD 213
CO 2
0.15
0.0100
6
2.57
16.24
169.66
169.50
HDPE
RD 10
RD 9
0.15
0.0050
6
1.97
25.83
170.62
170.49
HDPE
173.20
RD 9
RD 8
RD 8
RD 7
0.38
0.60
0.0050
0.0050
6
8
2.48
2.80
26.50
26.50
170.49
170.36
170.36
170.23
HDPE
HDPE
173.20
173.20
RD 7
RD 6
0.83
0.0050 1
8
3.02
25.70
170.23
170.10
HDPE
173.20
RD 6
CV 5
0.98
0.0100
8
4.10
60.16
170.10
169.50
HDPE
173.20
CV 14
CV 13 1
0.50
0.0050
15
2.66
102.00
170.41 1
169.90
CLASS IV RCP
CV 12
CV 11
5.88
0.0075
15
5.67
25.00
169.54
169.35
CLASS IV RCP
1. HDPE PIPE SHALL BE ADS N-12 SMOOTH SURFACE INTERIOR PIPE WITH SOIL TIGHT JOINTS.
2. NOTICE DOWNSTREAM INVERTS OF ROOF DRAINS WILL VARY DEPENDENT UPON INSTALLED SLOPE.
STORM SEWER PIPE AND STRUCTURE SUMMARY
CONSTRUCTION
CARE SHOULD BE USED DURING INSTALLATION TO MINIMIZE COMPACTION OF SOIL ON THE
BOTTOM AND WALLS OF INFILTRATION DEVICES SINCE THIS WILL REDUCE THE PERMEABILITY
MEDIA, EQUIPMENT
AT THE SOIL INTERFACE. TO AVOID COMPACTING THE DRAINAGE EDI LIGHT HT Q
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.
INFILTRATION TRENCHES SHOULD NOT BE COVERED BY AN IMPERMEABLE SURFACE UNLESS
THERE IS SUITABLE MAINTENANCE ACCESS, THE DESIGN SPECIFIES A H-20 LOADING
CAPACITY, AND THE APPLICATION INCLUDES A CROSS-SECTION OF THE H-20 DESIGN.
DIRECT ACCESS MUST BE PROVIDED TO ALL INFILTRATION DEVICES FOR MAINTENANCE AND
REHABILITATION. OSHA SAFETY STANDARDS SHOULD BE CONSULTED FOR TRENCH
EXCAVATION.
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- TO 6-INCH-DIAMETER,
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
FOR THE FIRST YEAR OF OPERATION, INSTALLATIONS 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 ALTERNATIVE 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 STILL
ALLOW 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.
- THE DRAINAGE AREA WILL BE CAREFULLY MANAGED TO REDUCE THE SEDIMENT LOAD TO
THE INFILTRATION BASIN.
- IMMEDIATELY AFTER THE INFILTRATION BASIN IS ESTABLISHED, THE VEGETATION WILL BE
WATERED TWICE WEEKLY IF NEEDED UNTIL THE PLANTS BECOME ESTABLISHED (COMMONLY
SIX WEEKS).
- NO PORTION OF THE INFILTRATION BASIN WILL BE FERTILIZED AFTER THE INITIAL
FERTILIZATION THAT IS REQUIRED TO ESTABLISH THE VEGETATION.
- THE VEGETATION IN AND AROUND THE BASIN WILL BE MAINTAINED AT A HEIGHT OF
APPROXIMATELY SIX INCHES.
AFTER THE INFILTRATION BASIN IS ESTABLISHED, IT WILL BE INSPECTED ONCE A QUARTER
AND WITHIN 24 HOURS AFTER EVERY STORM EVENT GREATER THAN 1.0 INCHES (OR 1.5
INCHES IF IN A COASTAL COUNTY). RECORDS OF OPERATION AND MAINTENANCE
KEY NOTES:
OA CONTRACTOR SHALL INSTALL RIP RAP PLUNGE POOLS AT CURB
CUTS THAT DRAIN INTO INFILTRATION BASIN SEE DETAIL 8/C6.0.
OB INSTALL TRAFFIC BEARING STORM DRAINAGE CLEANOUT.
O CONTRACTOR SHALL INSTALL 6" HDPE ROOF DRAIN PIPE FROM
CANOPY COLUMNS AND CONNECT TO CO 2 - CO 4. STORM
PIPE SHALL BE INSTALLED AT A MINIMUM 1.0% SLOPE.
OD CONTRACTOR SHALL INSTALL CURB CUT PER DETAIL 4/C5.1.
OE CONTRACTOR SHALL WARP ASPHALT TO FORM A DRAINAGE
SWALE AS SHOWN ON THE PLANS.
OF CONTRACTOR SHALL INSTALL INFILTRATION BASIN PER DETAIL
8/C6.0.
O CONTRACTOR SHALL INSTALL CONCRETE LEVEL SPREADER AT
OUTLET OF INFILTRATION BASIN SEE DETAIL 8/C6.0.
OH CONTRACTOR SHALL GRADE ROADSIDE DITCH FROM CV 11 TO
DAYLIGHT PIPE WITHIN EXISTING R/W.
OI DENUDED LIMITS
OJ PROPOSED TEMPORARY SILT FENCE SEE DETAIL 1 /C6.0.
OK PROPOSED TEMPORARY ROCK CHECK DAM SEE DETAIL 5/C6.0.
OL PROPOSED TEMPORARY STABILIZED CONSTRUCTION ENTRANCE SEE
DETAIL 2/C6.0.
OM 30' VEGETATED BUFFER STRIP AT THE END OF THE LEVEL
SPREADER. CONTRACTOR SHALL SEED AND STRAW TO ENSURE A
DENSE STAND OF VEGETATION.
O PROPOSED RIPRAP APRON AT PIPE OUTLET SEE DETAIL 10/C6.0.
GRADING NOTES:
1. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL GRADED AREAS, INCLUDING PAVING, LAWN AND
LANDSCAPE AREAS.
2. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL
FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO
PROCEEDING. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING
WORK, BOTH PUBLIC AND PRIVATE. CONTRACTOR IS FULLY RESPONSIBLE FOR ALL UNDERGROUND UTILITIES
AND SHALL REPAIR ANY DAMAGE AS A RESULT OF THIS CONTRACT.
3. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.
4. THE PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN IN DITCHES AND ROADS ARE FINISHED
ELEVATIONS INCLUDING ASPHALT.
5. PIPE LENGTHS SHOWN ARE THE ENGINEER'S ESTIMATE USED TO COMPUTE PIPE SLOPES AND INVERTS
AND SHALL NOT BE CONSTRUED BY THE CONTRACTOR TO REPRESENT THE ACTUAL QUANTITY OF PIPE
REQUIRED.
6. NO DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING, ETC.,
SHALL BE ALLOWED IN TREE PROTECTION ZONES. NO ON -SITE BURIAL WILL BE ALLOWED.
9. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED
NECESSARY BY THE INSPECTOR AND APPROVED BY THE COUNTY.
10. THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE
RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION -CONTROL DEVICES OR STRUCTURES. IN ANY
EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF
GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES,
OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
HDPE PIPE INSTALLATION NOTES:
1. THE PRODUCT USED SHALL BE CORRUGATED EXTERIOR/SMOOTH INTERIOR PIPE (TYPE S), CONFORMING TO THE
REQUIREMENTS OF AASHTO SPECIFICATION M294 (LATEST EDITION) FOR CORRUGATED POLYETHYLENE PIPE.
2. BELL AND SPIGOT JOINTS SHALL BE REQUIRED ON ALL PIPE INSIDE THE RIGHT-OF-WAY. BELL SHALL COVER AT
LEAST TWO FULL CORRUGATIONS ON EACH SECTION OF PIPE. THE BELL AND SPIGOT JOINT SHALL HAVE AN
"01 RUBBER GASKET MEETING ASTM F477 WITH THE GASKET FACTORY INSTALLED, PLACED ON THE SPIGOT
END OF THE PIPE. ALL JOINTS SHALL MEET OR EXCEED THE SOIL TIGHTNESS REQUIREMENT OF AASHTO STANDARD
SPECIFICATION FOR HIGHWAY BRIDGES, SECTION 23. PARAGRAPH 23.5.4(E). PIPE JOINTS SHALL ALSO MEET ALL
REQUIREMENTS OF AASHTO M294.
3. BACKFILL MATERIAL USED TO INSTALL RCP PIPE WITHIN THE STREET RIGHT-OF-WAY SHALL BE SELECT MATERIAL
CLASS II -IV, AS DEFINED BY SECTION 1016-3 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES. UPON SUBMITTAL OF WRITTEN CERTIFICATION OF MATERIAL SUITABILITY BY A LICENSED
GEOTECHNICAL ENGINEER, NCDOT CLASS I SELECT MATERIAL MAY BE USED. ALL BACKFILL MATERIAL SHALL BE
APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE STREET RIGHT-OF-WAY.
4. THE MINIMUM LENGTH OF HDPE PIPE PERMITTED FOR USE SHALL BE FOUR (4) FEET. HDPE FLARED END
SECTIONS ARE NOT PERMITTED.
5. ALL HDPE PIPE INSTALLED SHALL BE THIRD PARTY CERTIFIED AND SHALL BEAR THE PLASTIC PIPE INSTITUTE'S
(PPI) CERTIFICATION STICKER.
- - - W----wW -------w--W----w- --w--- IN - - -w -- W--w--EX. 1v6_DIP WATERMAIN-W----w --W--- /w-�E . FW----w- -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 11111 - ---f ---X
EX. E/P �., _ ---------
17 �.�... CAMDEN ROAD (SR 1003)
EX. EIP �-
- Ex. EJ� _ (�
----_.UT----UT-'- - --c--Ur----UT - Or-----`UT----NT----NT----ur--- - :� �- -
�LJ
- G - __.___ ° -G -`-' -�-� - - -c - - -"mac - -o - - - - ~'` 17 9 /
77,
�- -s- --- - - G/V--G--o----G---�
)F----c>r-_-- H --_ -- ,p- -. _ t71.36 6 '43'19"W 234.27' _ _ -o
CV 1 171 1 D -
N K - CV I J~ 1
-Cd�1
I I D 72.71
J 173.26 -
I I J L 172 - - EX. PVC WM .:
P.D.E. J B-w- w- --
1 72.95 I C3(HP) N l
/Z7 M 171.50 172 1 64 HP) 1 3 173.16 7
a i
I i / 10' 172.35 2 E. 0 -----
i I / B/C
/ ( 7
DRAINAGE AREA: 31,197 SF (0.72 Ad) j/ I -- ---- '-B�
M 3
-GRASS 4,499 SF I
-IMPERVIOUS 26,698 SF-�,77%-'Q77T-
-86% IMPERVIOUS I I 171 82 �E171 7 I -_
BOTTOM OF BASIN (169.0)=1,511 SFI I L 171.00 1 ILO' P.D.E. E 172.31 E 73.12 '
LEVEL SPREADER (171.0)=2,953 SF I I
REQUIRED VOLUME=4,308 OF
PROVIDED VOLUME=4,429 OF I 1 I .77 , E/C
1 1
SH WT=166.83 1 I 1 172.40
NO BYPASS PROVIDED 1 I tiA a I o
30' FILTER STRIP PROVIDED I I 16Y 1 w
E/C
INFILTRATION BASIN �#1 I I �� 0 a _ - 72sa (W I
1 (" 0 0 W
e -
I I ^ CV 1 IE/� (HP > 4 C I,, F I , I=,
.µ µ 2P` F.ImoI (HP)17 6 /C (HP)
GUTTER j Q 3 B 25 73.45h
p A 171.00 l
I � D C' (
00
n n
` Q Q rn
o I ANOPY
1 of w
172.64 /
N (0z O I E/C "_ - �a Efl�/C
\ 0 �O 7 171.77 �� 172.40 /C 111
\ I W F , \ 2 73-07 0 /
z J /
L. --j N I. 171.81 0.65% \ / 0.65% B C // I !t
^ 23' B C x
171.52
0 ( 1 % < I ) / 172.15 172.89 / !
O 1
N/F ,IT/
BARBARA SHOENBERGER 172 41 PIN: 0404-67-0287 0 /" / /
DB 6764, PG 502 B
P.C. 656, SL 56 'D' 'B 17237 C�• J 11 173.06IT
ZONING: REZONED TO C1(P) B/C (H / !
USE: SINGLE-FAMILY
IN
_
v B/C (1P ,0� 1 ,7 B/C (HP I /
1 173.17
/
N 111 I � /
1 17 .5 173.15 B/C Ji v !t
LJ B 173.05 a B/C 173.1 E I I /
0 _ /
O I I
LO
N 1 1 I OPOSED
PO
1 I �UILDING
1 , ±5,089 SF F J o l I f f
PR POSED FFE=I73.25 I
1
rJ PROPOSE I I
PROPOSED I DAIRY QUEE I
.I ' GAS STATION/CONVENIENCE STORE ±1,403 SF I
D.E• - - J ±3,686 SF
R 6 RD 7 RD 8 !RD 9 RD 1(7 /C
M 1 2.78 1
172. B/C i
O o I
1 10'
x6 P. t� I
R E/C 172.05 172.50 r
N/F 1 w .°.. 171.91 B/C B/C I C
WILLIAM BILLION & WIFE p /C
LS
1 1.00
QO I w 1
PIN: 0404-67-2170
DB 4542, PG 635 CV 5
P.C. 119, SL 192 UTTER CA 7 1�2.08 172.32 / I
ZONING: R-10 I 171.00 171. - n� B/C 11 B N/F
(0USE: SINGLE-FAMILY I ` j c F 1.68 'so C B C i W LANDFALL PARTNERS Li
172.03 r PIN: 0404-67- 4472
LO LJ 170.171.50 91.93p �� 1171.63 B/C B/C/ - - - - I I DB 7609, PG 5
O > j I P.C. 119, SL 192
n a ^ 169.50 38'6, _ C�� I II ZONING: O USE: SINGLE -FAN
OGUTTEROD IILY
171.00 B/C 1 a
INFILTRATION BASIN #2 I - - - - - 1I71.90 f I
v JI'
1A I� 1
Know what's below.
Call before you dig.
0,4' O
DRAI AGE AREA 25,395 SF 1,0.58 AC)
I
GR SS 8,539 SF
/RF
11-9IM
ERVIOUS 16,856 SF
-66 " IMPERVIOUS
I
171
BOT OM OF BASIN (169.5)=1,339 SF
1
LEVEL SPREADER (171.0)=2,399 SF
v
REQUIRED VOLUME=2,726 CF
PROVIDED VOLUME=2,809 CF
SH VV T=167.33
NO BYPASS PROVIDED Ifs
ap7i`o a - 8t"nwain P(,rrnit Document;
J
N7g0g'0
301i FILTER STRIP PROVIDED
Construr a I n r vri!n ti se tloc menu x
rues,eohv.rr'torrha oCaz•im
9 E 23 $-24'
I FILTRATION BASIN #2
aspect �;'; ,.' `' " Ni'` ..slen, resi�nE,r
ton
GRAPHIC SCALE
J e�Iify conrormiry with the
plansanl r y, rrn,l�,,,r,mpli,%,WithtnN
. , ,..c
l `
StOrmwat r11e,.I n„FC2H, 1408fj)1
20 0 10 20 40
80
j
Permit t Sul (100 ]UT Date 11,0110
o
I- ----
__�_
by_10 _ __ NE3 Dlmsion of Wahl rtuaiuy
Sheet4 C'F,0 Ret.isior Date 7f
--
( IN FEET)
_
_ EX. DIRT pRl,; -
R
7
-
1 inch = 20 ft.
-,_
_
U
O
O
V
Z
.NL� s
t0 Ot
Z F
- _NL� i
(I,
W
N
Za 0 :
�0U-
W
w ZN
w0 ,
zawo
Z
ZUI-
_
r I'j
WZjW is
W IY Z
N '
�J
a D
Z
�oaa k
W
N
THE DESIGNS AND ORA VNNGS SHOWN ARE THE PROPERTY OF
Mc2 ENGINEERING. INC. REPRODUCTION OR USE FOR ANY
PURPOSE OTHER THAN THAT AUTHORIZED BY Mc2
ENGINEERING, INC. IS PROHIBITED. 2010 r
O
a
1
N
O 3
F-�
O
c
00
N
W
°z
�
W
MWM
F�
�
GRADING
W `
REVISIONS
CAU FILE: 2009-027 BASE.DWG
PROJECT NO.: 2009-027
DESIGNED BY: JDM
REVIEWED BY: JDM
DATE: JUNE 30, 2010
C400
A L Jn�1

V
OIOZ 'OF 3Nnr :31VO
W0r : ,9 03M31n3b
Nor :A8 03NOIS3O
LZO-60OZ :'ON 103rONd
0M0'3SV8 LZO-60OZ 3113 OVO
SNOISKIN
d vaNv
H-DVNIV2IQ
I NHMHS WHols
aI oloe 'o3llelHOHd SI 'SNI 'ONIH33NION3
?'NAB o3➢HOH10V 1VH1 NVN H3NIO 3SOddOd
ANY HOJ 3S0 HO NO119000Hd3H 'ONI JNIH33NION3 Z�N
JO Al B3dOHd 3M1 3HV NMONS SONIMVHo ONV SNOIS3o 3H1
N
m
-0n❑3
Z
2 2 n
m N
�> m
Z A
nn
=: mrZM
UJ
}°nz
Z
m D Z
ex
RU G) m
u inZoA
❑ A Z
m
1'I
ONCO
N
qN�-
�_ Io of m z
�7 N
❑
0
n
UJ
% 341ap 1a10 — 73 oZ = gaui T
lam NI
AUlenp
Qi01•ti ale, -_._-----sOL.ab My --$ liwiad �.. ( oa or oz a
(i() SOC1 H17;)v'3NV!I0 saln;jalemwiols r,7r7�.7^ TT -T�7r�
ayl I{iim aoue��dwr:).(yuao pue s:,ads pue sueld J .�Z' JC q 1 V ✓S DIHd V Q rJ aql uogoni7suoo 6uunp loadsul f FZ 6
lau61sap Wajs'ns iall:munais aql jell a,,nbal salnl 0
.6064tV
cullolEJ yU^N 7!ullad .aP'mwlo{s ayi hq pannbal
sl SluaWnJOp a5a4! JIPA ufiu Ppl000e Ill uoyonisuoo
sIuasunoo0;lou:a,-e 3ajenMu lol5 S>alloa r.
I
Lj
I N
V
AIM3-3IONIS3Sn I
O-a ONINOz I 9'8£ 09'69 L v o o W
Z61 IS '6u Od I OS'OLL
S Od '609L 80
ZLt4-L9-t,0b0 :Nld I O9 lL L rl
II SJ3N12iVd IIV30NVI AWW3-3I9NIS 3Sn
3/N -P 01-21 :ONINOZ
I I Z61 IS '611 'O'd
1 9 n� N 929 Od 'Z119t, BO
I I z .� O 11Z-L9-b040 :Nld
331M V NOHNO WVIIIIM
m
i � 1
n _
d '07 —_= x----x— X
L 0 Al — --
1 I �
�aa 6GNl aaa L(IN s P8 I_to
dS b`T+ MdO S 3�3IN3 NOD/NOI_LV LS SV
I %3S 023dHn (l DV £0' a3 d02Id
I 8 Md VG t
/ o � AS 680`S+ o D
i o ° d �IQ�In� d a
r� �SOd02IkI " 0
I / I N
r 3 1 ou
0 \ I \
r o
IVto
L I I
Z Y N
ul
I I
AIIWV3-3IONIS :3S11
(d)10 01 03NOZ321 :ONINOZ
j3•Q•d 99 IS '999 O d
Z09 Od '49L9 80
0JJUN30HS gO H VHV8dVB
/ (( 3/ N
z Q) 1
M rn � I -- I
cn
I
J �QZO' ; I �V
o v I m
a� axt a g alt va ° (n
0 I I
�Id.p tiE-0 1 7- Z 00' I 1
DV Z0� > / l n0 I i
YI � I obJ dsff16 ! �DvZo l I 4Y I I
s 'o�£C]TVC] 3S_£8L.' 0
h.
m 1 0 1�1 a" l ov zo- m � r vz g-d va 10 1 1 o z
x
\/ �v/ AS E&L / I I C
n O Vd d VQ
Q
Pv"
I C tE i
< I 1 I
so</
0 L I 1
i-- \
1 ZL L 09' LL L %
I � V 90' T r I
3S SLZ'9b —
f \ I ZI n0 VG 3.0.d� I
ZLL CL n0 Z 0
3S 960 b n0
1 boin0 0----3 LLl l n0
=- _zLt LZ'ti�Z M„6l,Eti.L9S - - -- -�-- �o-
-- ---�- - ----� --- --- -- - — ,6L, . 0g-
_-____- \ —
_— e__ /
1 In--�-1 —ln---ln----ln----in----ln---la—---in— — in— --- in— —="-12-,,.,--- in— ---1n
(£OOI 2IS) avoN NiawvJ
S LG
-.hip nod aaojaq IIeo
----1-----------—------------------------------------=---------------------
�-.dmw�
---------- o ----
/
Y
Y
Y
Y
Y

�_ 1; .. ,..., E . _ i _
- - - - — - - - - - - - - - - - - - - - EX. iLp-------------------..�.--------------------------------------� i
s I
o
Po Po
9�F p SFqSE
9 T3
SITE
o A
w ROCKFISH RD
0 �
LOCATION MAP
NTS
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
120
— — — — — — — — — — 1--CAMDEN ROAD (SR 1003)
---------
E-X. EfP -�- -------------- Ex. E
---- � _ j-- --_
---- -- 77TPIIBLIC-R
1 5p ' S67'43'19"W 234.27'
_Zp--_---__--�..----- --e --
L a.... d
171
I ice•- — 70.5 — — — — — -
I I 172
I
I I —
1 171.50 172 J 1 3
DRAINAGE AREA: 31,197 S (0.72 ACI
—GRASS 4,499 SF % 1
—IMPERVIOUS 26,698 SF--
-86% IMPERVIOUS
BOTTOM OF BASIN (169.0)L1,511 SF I /! -
LEVEL SPREADER (171.0)-12,953 SF i J
REQUIRED VOLUME=4,308 ICF I —
PROVIDED VOLUME=4,4291CF 1
SHWT=166.83 I
NO BYPASS PROVIDED I 1
30' FILTER STRIP PROVIDED
INFILTRATION ASIN �l I - CANOPY ® .
® Ln
/ 0
0
I ( o
I ,
I I
ZI '2'�i--v' '
\ I o I N t ---�..
i X I Lo 11
Lo
INFILTRATI N BASIN #1
w
AL AREA 1,197 SF (0.72 AC)
N -4 GRASS 4,499 SF
RV/IOUS 26,698 SF
N s 860Y('IMPERVIOUS
RATIO BASIN BASIN #1
REQUIRED STORAGE 2,i54 CF
SINCE NO BYPASS IS PRCI�VIDED 2? �?
REQ. STORAGE _ ,3
o PROPOSED
rUILDING i \
±5,089 SF r J \
I
rJ
PROPOSED DAIROYI QUOSED EEI*
GAS STATION/CONVENIENCE STORE ±1,403 SF
±3,686 SF \
r) "-,— n o
DRAINAGE AREA 25,395 SF (0.58 AC)
-GRASS 5,539 SF /1
-IMPERVIOUS 16,856 SF
-66% IMPERVIOUS
BOTTOM OF BASIN (169.5)=1,339 SF
LEVEL SPREADER (171.0)=2,399 SF
REQUIRED VOLUME=2,726 CF
PROVIDED VOLUME=2,809 CF
SH WT=167.33
NO BYPASS PROVIDED
30' FILTER STRIP PROVIDED
INFILTRATION BASIN #2
TOTAL AREA 25,395 Sp (0.58 AC)
GRASS 8,484 F
>>� IMPERVIOUS 16,856 SF
So 66% IMPER�
N
INFILTRATION ASIN #2
REQUIRED STORAGE=1,363 CF
INCE NO BYPASS ISiPROVIDED 2X
REQ. STORAGE - 2,726 CF
235.
1
DIRT DRIVE
i
t�
t
I
I �
9��553,
I
� I
I o '
I
I W I
V
I CCD I
�
w 1
, 1
I r
r
1
I
I r
I
i
J
If
J J
I
J
/
J
�
J
J
J
J
�
J
J
J
J/
1
1
J
�
JI
J
/
J
J
/
r
/
J
I
1
i CTII
al
/
C4 I
00
I
1
C I
I
I
I
I
I
I
i
1
I
I
I
I
1
I
i
0 1
I
I
I
I
I
I
I
W
(
I
I
I
I
I
I
I
I
�
I
�
/I
it
I
i
hti
I
I
'+pyru a to rrsl i I: rinrt lD umrents
'ulEC T•,i ., M1,9l th. qri�V r �, ,vJIUF,e(
Glans I I _rt r t� nfu m�P wltn l� P
P a(16 'n (' tk' tI `I>irliuT. p uHt,4 the
StOr0lndrr,l IPti II iAC21 171;3 y�)
Permit N_ _SWLto�'p; 'Nate 6,10.10
nv
NC waln I'II;,Uty
N
U
❑
V
Z
0O
Z F m
—NNI� a
Co am m
W
ZaN❑
�pU=
W
w Z U7 ;
w L7
Z w ll
Z❑
sE
Z U F- O
_
rn
U
w Z J W
wCEz
`J
w m 0
Z
S E
2:pUIL
W
N _
THE DESIGNS AND DRAWINGS SHOWN ARE THE PROPERTY OF
Mot ENGINEERING. INC. REPRODUCTION OR USE FOR ANY
PURPOSE OTHER THAN THAF AUTHORIZED BY W2
ENGINEERING. INC IS PROHIBITED. 2010 sm
r-.
W
Q
a
O
�
z
�
Q
d
Q
O
Q
Q
E-�
U
T�
(%
C)
P�
U
a
W
x
O
N
o .
f.�
�
m
C)00
N
Lo
oz
U
�
�
a
�F
INFILTRATION
BASIN DRAINAGE
AREA PLAN
REVISIONS
CAD FILE: 2009-027 BASE.DWG
PROJECT NO.: 2009-027
DESIGNED BY: JDM
REVIEWED BY: JDM
DATE: JUNE 30, 2010
C402
V
V
V
V
V

STE
WIRE FENCING
WOVEN FILTER FABRIC
GENERAL NOTES:
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE
A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A
PERIOD OF MORE THAN 30 DAYS.
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER
ANGLE STEEL TYPE.
4. WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 6 UNE
WIRES WITH 12" STAY SPACING.
5. TURN SILT FENCE UP SLOPE AT ENDS.
6. WIRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS.
7, ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE
(WITHIN 5 FT.) WHEN GRADING IS ADJACENT TO SWIM BUFFERS
(REFER TO SWIM BUFFER GUIDELINES).
.l
1. INSPECT SEDIMENT FENCES AT LEAST ONE A WEEK AND AFTER EACH RAINFALL
MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR
BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME
FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO
AVOID UNDERMINING THE FENCE DURING CLEANOUT. <
'4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE
AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS
l BEEN PROPERLY STABILIZED. )
STEEL POST
WIRE FENCING
i FILTER FABRIC
W U
J d
8" MIN. 1102
1 TEMPORARY SILT FENCE
C6.0 -NTS-
GENERAL NOTES:
1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER.
2. CHECK DAMS MAY BE USED IN SLOPING DITCHES OR CHANNELS
TO SLOW VELOCITY OR TO CREATE SEDIMENT TRAPS.
3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE
TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE
DOWNSTREAM DAM (SEE DIAGRAM BELOW). A
�"N --N -TUN �w�
MAINTENANCE: 11 t_
( INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT )
(1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT
SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN )
NEEDED.
WRAP THE FILTER FABRIC 8"
DOWN BY 4" FORWARD AND
FILL TRENCH WITH COMPACTED
FILL ONLY.
FLOW
ANTICIPATE SUBMERGENCE
HIGH FLOWSAROUNDTHE EDGES OF DEPOSITION ABOVE
HE DAM.0CHECK D CORRECT DAMAGE IMMEDIATELYEROSION .
1 B� PLAN
ATIF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN
( SUCH AS, INSTALLING A PROTECTIVE RIP RAP LINER IN THAT PORTION OF THE CHANNEL )
(PRACTICE 6,31, RIPRAP-UNE AND PAVED CHANNELS). W (SPILLWAY) MIN
l REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE 2/3 STREAM WIDTH
( TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK
DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD
STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
WASHED STONE
A
_j
I-2 0 MIN.-I1' MIN, BELOW LOWEST
SPILLWAY CREST, !:^"" ,----7, FT.',r'.,3. g-T' a'1 L .^ BANK LEVEL (MIN)
/ 5 WASHED
r .y STONE
FLOW
RIP RAP r
vi
n�t
r
SECTION B-B
CLASS B RIP
MAXIMUM SPACING
q - B
='L=
A AND B ARE AT EQUAL ELEVATIONS 1
SECTION A -A `RIPRAP
i
PLAN
C6.0 TEMPORARY ROCK CHECK DAM
-NTS-
NOTES.
1. A STABILIZED ENTRANCE PAD OF 2"-3" SIZE COURSE AGGREGATE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBUC STREETS MUST BE REMOVED IMMEDIATELY.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED. IT SHALL BE DONE IN AN AREA STABIUZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN SEE STD. NO. 30.116,
6. COOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 h 10.25) TO
ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE.
MAINTENANCE:
IAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.
THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USE[
TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED.
NASHED, OR TRACKED ONTO PUBUC ROADWAYS.
EXISTING GROUND
�O
50' MIN.
50' MIN.
sNON
SOIL STABIUZATION FABRIC
UNDER 2"-3" SIZE COURSE
AGGREGATE OR RAILROAD
BALLAST,
PUBLIC STREET
N
W
W
H-
U
DO
D
a
2 II
C6.0 STABILIZED CONSTRUCTION ENTRANCE
-NTS-
GENTLE SLOPES STEEP SLOPES
100 LBS/ACRE TALL FESCUE
SEEDING
30 LBS/ACRE SERICEA LESPEDEZA
MIXTURE
g0 LBS/ACRE OF TALL FESUE
(UNSCARIFIED AFTER AUGUST 15)
10 LBS/ACRE KOBE LESPEDEZA
FALL: AUGUST 25 - OCTOBER
FALL: AUGUST 25 - OCTOBER 15
LATE WINTER: FEBRUARY 15 - APRIL 15
LATE WINTER: FEBRUARY 15 - APRIL 15
SEEDING
TO EXTEND SPRING SEEDING INTO JUNE, ADD
TO EXTEND SPRING SEEDING INTO JUNE, ADD
DATES
15 LBS/ACRE HULLED BERMUDAGRASS
15 LBS/ACRE HULLED BERMUDAGRASS
OVERSEEDING OF KOBE LESPEDEZA OVER
OVERSEEDING OF KOBE LESPEDEZA OVER
FALL -SEEDED TALL FESCUE IS VERY EFFECTIVE.
FALL- SEEDED TALL FESCUE IS VERY
EFFECTIVE.
SEEDING
APPLY LIME AND FERTILIZER PER SOIL RESTS,
APPLY LIME AND FERTILIZER PER SOIL RESTS, OR
AMENDMENTS
OR 4000 LBS/ACRE LIMESTONE AND IC
4000 LBS/ACRE LIMESTONE AND 1000 LBS/ACRE
LBS/ACRE 10-10-10 FERTILIZER.
10-10-10 FERTILIZER.
NOTE 1
GROUND COVER-- WHEREVER LAND DISTURBING ACTIVITY IS UNDERTAKEN ON A TRACT COMPRISING MORE THAN ONE
(1) ACRE, A GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE PLANTED OR PROVIDED WITHIN 15
WORKING DAYS OR 90 CALENDAR DAYS.
NOTE 2
GRADED SLOPES AND FILLS-- WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS, OR COMPLETION OF ANY PHASE
OF GRADING, WHICHEVER PERIOD IS SHORTER, SLOPES SHALL BE PLANTED OR OTHERWISE PROVIDED WITH GROUND
COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
PROPOSED 6" BERM AROUND TOP OF
BASIN EXCEPT AT LEVEL SPREADER.
SEE GRADING PLAN FOR PROPOSED -
CONTOURS.
30' VEGETATIVE BUFFER -
TOP OF DAM
INSTALL 9" CONCRETE LEVEL SPREADER
(12" DEEP) LEVEL AT ELEVATION
SPECIFIED ON THE PLANS.
MAINTENANCE:
RESEED AND MULCH AREAS WHERE SEEDLING EMERGENCE IS POOR. OR WHERE EROSION OCCURS, AS SOON AS
POSSIBLE. DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE.
6 SEEDING SCHEDULE
C6.0
-NTS-
BASIN SIDES AND DAM SHALL BE
SODED TO PREVENT EROSION INTO
BASIN. SOD SHALL BE FESCUE OR
MATCH THE SEED THAT IS USED -
ON -SITE.
BASIN BOTTOM
(SHALL BE GRADED FLAT)
4 MIN. CLEAN SAND
SEASONABLY HIGH
WATER TABLE
CROSS SECTION
9 VEGETATIVE BUFFER/LEVEL SPREADER DETAIL
C6.0 1"=5'
NATUGRADE
RAL
FILL SLOPE
1210Il4
WIDTH AND
DEPTH TO BE DESIGNED
BY ENGINEER (1.5' MIN)
COMPACTED BERM
1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1%.
2. SILT FENCE MAY BE REQUIRED BEHIND BERM
3. WHERE TEMPORARY DIVERSIONS ARE TO BE USED TO DIVERT CLEAN WATER, THE DIVERSIONS AND
COMPACTED BERMS MUST BE SEEDED AND MULCHED AND THE SYNTHETIC LINER IN THE DIVERSION
IMMEDIATELY AFTER IT IS EXCAVATED. REFER TO EROSION CONTROL PLAN FOR LINER SPECIFIED FOR
EACH CHANNEL.
MAINTENANCE:
NSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM
THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS
NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED. REMOVE THE RIDGE AND THE CHANNEL TO BLEND
NTH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
3 TEMPORARY SILT DITCH
C6.0 -NTS-
EARLY SUMMER SEASON STEEP SLOPES
SEEDING
MIXTURE
40 LBS ACRE OF GERMAN MILLET
/
80 LBS/ACRE OF TALL FESUE
120 LBS ACRE RYE GRAIN
/ (GRAIN)
80 LBS/ACRE TALL FESUE
MAY 1 - AUGUST 15
OCTOBER 25 - DECEMBER 30
SEEDING
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE.
BETWEEN DECEMBER 30 - FEBRUARY 15, ADD 50
DATES
LBS/ACRE OF ANNUAL KOBE LESPEDEZA.
APPLY 4000 LBS/ACRE STRAW OR EQUIVALENT
APPLY 4000 LBS/ACRE STRAW OR EQUIVALENT
HYDROSEEDING.
HYDROSEEDING.
APPLY LIME AND FERTILIZER PER SOIL RESTS, OR
APPLY LIME AND FERTILIZER PER SOIL RESTS, OR
SEEDING
2000 LBS/ACRE LIMESTONE AND 750 LBS/ACRE
2000 LBS/ACRE LIMESTONE AND 750 LBS/ACRE
AMENDMENTS
10-10-10 FERTILIZER.
10-10-10 FERTILIZER.
TEMPORARY SEEDING FOR WARM AND COOL SEASON
MAINTENANCE:
RESEED AAD MULCH AREAS WHERE SEEDUNG EMERGENCE IS POOR, OR WHERE EROSION OCCURS, AS SOON AS
POSSIBLE. DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE.
SEEDING SCHEDULE
C6.O (SEASONAL)
-NTS-
NOTES:
1. CUSS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH
AND DEPTH OF APRON TO BE DESIGNED BY THE ENGINEER.
2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATEI
DESIGN MANUAL FOR RIPRAP APRON DESIGN STANDARD'
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRC
AND AROUND THE END OF THE PIPE OR CULVERT AT 1
DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND
HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETE
OR CULVERT HEIGHT.
4. THERE SHALL BE NO OVERFLOW FROM THE END OF TH
APRON TO THE SURFACE OF THE RECEIVING CHANNEL.
THE AREA TO BE PAVED OR RIPRAPPED SHALL BE
UNDERCUT SO THAT THE INVERT OF THE APRON SHALL
AT THE SAME GRADE (FLl'SH) WITH THE SURFACE OF 1
RECEIVING CHANNEL. THE APRON SHALL HAVE A CUTO
OR TOE WALL AT THE DOWNSTREAM END,
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQL
TO THE BOTTOM WIDTH OF THE RECEIVING CHANNEL.
MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO
95% OR GREATER.
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED I
THE RECEIVING CHANNEL SHALL NOT BE ALLOWED.
8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT
OF THE APRON WILL BE PERMITTED.
9. DEPENDING ON SOIL CONDITIONS, WASHED STONE OR
FILTER FABRIC WILL BE NECESSARY UNDER RIP RAP.
10. ANY DISTURBED AREA FROM END OF APRON TO
RECIEVING CHANNEL MUST BE STABILIZED.
MAINTENANCE:
INSPECT RIPRAP OUTLET STRUCTURES 'WEEKLY AND AFTER SIGNIFICANT C
(1/2 INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION
/ AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE
BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT A
`FURTHER DAMAGE.
USE USDA NOMOGRAPH FROM NC SEDIMENT AND EROSION CONTROL
MANUAL FOR DESIGN DATA.
OURET
In
WI
WZ
E50
dm9n
R
H
LY 13
6'
9.25'
3.75-
3
4.5'
5.75'
10'
W 11
1 B'
1 9.95'
3,75-
S"
9'
13,5.
10'
......... ... ..... - '---......... .
W2
END OF FLARED SECTION
ELEVATION (IF NEEDED)
NATURAL GRADE
RIP 7AIP Y `4t1
'''S�`w%y`;u°:=' T (THICKNESS)
AI
NOTE: LAYER OF FILTER FABRIC
MINIMUM H=2/3PIPE DIAMETER
SECTION B-B
PLAN
INTERMEDIATE RIP RAP
" SECTION A -A
�0000©oo
�J�
tea`✓♦
Ll/L7
r/liYt�
ii/L1�LS
�7Fi
lClal��
Ll�N!l�E4l�p�L9lr�
ll�LY
ll�lfa�LV
1�11�
��f-S!♦l1l�l�s
�i
LL1LLi�
��
�y
�"�
ILLLLLLLc�
i�Ili
��
LLLLLLLLLLLLLLLLLLLLLLL-r�J
INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENTS TO
( SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED.
IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
C6.0 RIP RAP PLUNGE POOL
INSTALL 9" CONCRETE LEVEL SPREADER
(12" DEEP) LEVEL AT ELEVATION
SPECIFIED ON THE PLANS.
TOP OF DAM 6"
LEVEL SPREADER
PLAN VIEW
BASIN SIDES AND DAM SHALL BE
3 `- 3 SODED TO PREVENT EROSION INTO
, TOP OF DAM BASIN. SOD SHALL BE FESCUE OR
MATCH THE SEED THAT IS USED
ON -SITE.
3
BASIN BOTTOM
TT SHALL BE GRADED FLAT
} 4" MIN. CLEAN SAND
2' MIN.
1' MIN. UNDISTURBED IN -SITU SOIL
--L- -L
SEASONABLY HIGH
WATER TABLE
CROSS SECTION
MAINTENANCE:
(REPAIRS.
LEVEL SPREADERS AFTER EVERY RAINFALL UNTIL VEGETATION IS ESTABUSHED, AND PROMPTLY MAKE NEEDED
REPAIRS. AFTER THE AREA HAS BEEN STABILIZED, MAKE PERIODIC INSPECTIONS, AND KEEP VEGETATION IN A HEALTHY,
VIGOROUS CONDITION.
8 INFILTRATION BASIN
C6.0
-NTS-
vJ� VINYL PICKETS
GENERAL NOTES:
SCREENING FENCE SHALL BE
CONSTRUCTED IN A DURABLE FASHION
WITH VINYL POSTS AND SOLID FENCE
PLANKS OF VINYL.
AppnaWeu :eT am lti�':1G I nit Document,
Const uctign In acrnda ,rtN9,9documents is
regUlred LY theSh Iwa lil N, h - ar0lina
Nles requireh t ,he Srn 1 r . YSlem designer
Inspect dur mq , 's'rucl L Iif; ronforloity with the
Plan•, and sr 1 d ce v yhGnce wiRl the
s Ormwa[e' 11r, '".P V a r 1.100A II))
Pertnq# SrIG17gf1Yf
by 86L I IC r ivis,on of Wate' Quaint'
ches,,- CC.* ;en'isinn nate_%CJ.10 _
12 6' TALL PRIVACY FENCE
C6.0
-NTS-
LJ
Z❑
W .NLl
D�
Z I-
..
v f1/
O N Ot
W
Z�O
WW
ZLn
W L9
Z Q W
Z
❑
ZU I -[I
UI
WZ_1W
wiz
Om I00
Z
�0u0-
W
IN
THE DESIGNS AND DRAWINGS SHOWN ARE THE PROPERTY OF
Mc2 ENGINEERING, INC REPRODUCTION OR USE FOR ANY
PURPOSE OTHER THAN THAT AUTHORIZED BY Mc2
ENGINEERING, INC IS PROH IHED 2010 -'
z
W
W
O
�
z
Q
z
Qo
W
z
Q
Q
U
�
a
x
O
U
N
�.�
O
0
N
L
U ,
a
w
MWM
SITE
DETAILS
REVISIONS
CAD FILE: 2009-027 DTLS.DWG
PROJECT NO.: 2009-027 `I
DESIGNED BY: JDM
REVIEWED BY: JDM
DATE: JUNE 30, 2010
C6mO
1, 7 ,, 7., r..
I

1/2" RADIUS f8"~I (6. 1 -8 7
2'-D'�
3" RADIUS r 3" RADIUS
1/8" RA01us } _ -
12
-0"�
STANDARD 2'-6" CURB AND GUTTER 2' STANDARD CURB &GUTTER
JOINT SEALER-x 7-1/8" RADIUS (TYPICAL)
SURFACE OF GUTTER
JOINT FILLER
TRANSVERSE EXPANSION JOINT
NOTES:
1. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS. FOR VALLEY GUTTER, A
10-FOOT SPACING MAY BE USED WHEN A MACHINE IS USED. JOINT SPACING MAY BE ALTERED
BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING.
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER
APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH
OF 1 1/2" SHALL BE OBTAINED.
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90-FOOT INTERVALS, AND ADJACENT TO ALL RIGID
OBJECTS. JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK.
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS.
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS.
6. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100%
STANDARD PROCTOR DENSITY.
1 STANDARD CURB AND GUTTER
C6.1 -NTS-
ACCESSIBLE PARKING REQUIREMENTS
TOTAL PARKING SPACES
MINIMUM NUMBER
MINIMUM NUMBER OF
PROVIDED
OF ACCESSIBLE SPACES
SPACES REQUIRED
ACCESSIBLE SPACES REQUIRED
TO BE VAN ACCESSIBLE
1 TO 25
1
1
26 TO 50
2
1
51 TO 75
3
1
76 TO 100
4
1
101 TO 150
15
1
151 TO 200
6
1
201 TO 300
7
1
301 TO 400
8
1
401 TO 500
9
2
501 TO 1000
2% OF TOTAL
1 IN EVERY 8
ACCESSIBLE SPACES
1001 AND OVER
20 PLUS 1 FOR
1 IN EVERY 8
EACH 100 OVER 1000
1 ACCESSIBLE SPACES
SECTION 4.1.2 (5) OF THE AMERICANS WITH DISABILITIES ACT (ADA).
SEE 4.1,2,(5) (d) FOR MEDICAL CARE FACILITIES
SIGNAGE�_ ACCESSIBLE R,
(9 ® ® (D ® (SEE NOTE 3)
19'
9' 8'
VAN
CCE;SIB
SPACE
ONE OUT OF EVERY EIGHT (8)ACCESSIBLE SPACES, BUT
NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE.
PARKING SPACE PAVEMENT MARKINGS
1/8" TO 1/4"
JOINT FILLER
1/2"
TRANSVERSE EXPANSION
JOINT IN SIDEWALK
5'-----------------
3" RADIUS
A � 4
5T
6"
NN
4" xe. TOP OF ASP
I
4"
-4"-{-4"--1
SIDEWALK ALONG
PARKING
GENERAL NOTES:
1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE
CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2" EXPANSION JOINT WILL
BE REQUIRED AT 45' INTERVALS NOT TO EXCEED 50' AND MATCHING
EXPANSION/CONSTRUCTION JOINT IN ADJACENT CURB. A SEALED 1/2"
EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID
STRUCTURE.
2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF
5'. WIDTH OF SIDEWALKS IN THE CENTRAL BUSINESS DISTRICT WILL BE
DETERMINED BY THE CITY/COUNTY ENGINEER.
4. WIDTH OF SIDEWALKS ON NON -THOROUGHFARE STREETS SHALL BE A MINIMUM
OF 4'. UNLESS OTHERWISE SPECIFIED BY TOWN SUBDIVISION ORDINANCE.
5. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING STREETS.
6. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.
2 STANDARD SIDEWALK WITH
C6.1 TURN DOWN FACE DETAIL
-NTS-
O
VAN R7e8e RESERVED
ACCESSIBLE 12 x6 N PARKING MUTCD PARKING R7-Se
R7-1
1Z"x18" MUTCD
PIMEDIDEMEMER
DISABLED R7-8a
RESERVED PASSENGER 12"08
NOTES: PARKING MUTCD
ALL 12"x18" ACCESSIBLE SIGNS (R7-8a & R7-1) SHALL BE R7-8a LOADING
MOUNTED AT 7 FEET FROM GRADE TO BOTTOM EDGE OF SIGN 12"xl8" ONLY
DIMENSIONS (INCHES)
A
B
C
D
I E
F
G
I H
J
K
L
12
1 6
1 3/8
1 3/8
1 1-1/2
1-1/20
1/2
10
2-1/2
4
1-1/2
VAN SIGN R7-8e
ACCESSIBLE
RESERVED
PARKING
`SIGN R7-8a
MAXIMUM
- PENALTY --SIGN R7-8D
0 $ 250
n �
0 0
z
N O
FACE (MUTCD). MOUNTING HEIGHT CAN BE REDUCED TO 5
FEET IF PLACED IN AN AREA BETWEEN SIDEWALK AND ,INCREASE SPACING 50%
BUILDING FACE IN WHICH PEDESTRIANS ARE NOT EXPECTED R7-80 F
TO USE. REQUIRED ACCESSIBLE MAXIMUM 1P-xy D-FHWA (FEDERAL HIGHWAY ADMINISTRATION/USDOT)
REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, RESERVED PARKING SIGN PENALTY SERIES D LETTERS
(MUTCD) U.S. DEPARTMENT OF TRANSPORTATION AND NCDOT $ 250
SUPPLEMENT.
IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, MAXIMUM R7-8D
THEN RAMPS ARE REQUIRED AT LOADING ZONE AREA. PENALTY SEE STANDARD N0. 50.10C FOR
$ 250 12 xB" SUPPLEMENTAL SIGN DETAIL LEGEND AND BORDER - GREEN
BACKGROUND - WHITE
SEE DETAILS 5&6/C6.1 FOR
SUPPLEMENTAL SIGN DETAILS. SUPPLEMENTAL ACCESSIBLE SIGN
ACCESSIBLE PARKING AND
5 SIGNAGE STANDARDS 6 (R7-8e)
C6.1 C6.1 -NTS-
-NTS-
STEEL TROWEL FINISH
CROWN ON POST
6" DIAMETER STEEL PIPE
'i FILLED WITH CONCRETE. PAINT
r-1 WITH RUST INHIBITING PAINT,
COLOR AS SELECTED
NISH
GRADE
Tr -iI , _. ...
COMPACTED
SUBGRADE
M' - 3000 PSI CONCRETE
_- FOOTING
lU
CRUSHED
P �7 =17«o -
STONE
9 CONCRETE BOLLARD
C6.1 -NTS-
NOTES:
1. REMOVE WIRE OR NYLON TWINE FROM BALL
AND CANOPY.
2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY
AFTER INSTALLATION.
3. STAKING IS REQUIRED FOR ALL TREES IN
R.O.W. OR UPON REQUEST OF ARBORIST.
4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE
OF IN A LEGAL MANNER.
5. RESEED UNMULCHED, DISTURBED AREAS.
GRADE
3/4" NYLON STRAP
(OPTIONAL -SEE NOTE 4)
6" SLIP KNOT WITISTOP KNOT.
6" LARGER THAN TREE DIAMETER
ROOT CROWN TO BE
AT FINISH GRADE -1" KEEP MULCH AWAY FROM
TRUNK 1" TO 2"
3-1"x2"xl8" WOOD STAKE BUTTRESS
WITH CENTERED 3/8" HOLE ROOTS 4" MAXIMUM LAYER OF MULCH
DRIVEN IN LINE WITH STRAP
4" HIGH / 6" WIDE
MAXIMUM BERM OUTSIDE
OF ROOTBALL
FINISH GRADE
UNDISTURBED SOIL 1', i3I
I
f �
REMOVE TYPICAL EXCESS SOIL 4�i�§„"'
FROM GROWER OVER R00T € 'I tf"'.� 1 PLANTING MIX (AS SPECIFIED)
* DEPTH
REJECT PLANTS WITH MORE '1�,.IIL 1L�1 iIG�
THAN 3"'II I.
REMOVE TOP 1/3 BURLAP
AND ANY NAILS/PINS, ETC. 8" 6" R00T ALL DIA. 6'_8"
REMOVE TOP 1/3 OF WIRE VARIES
BASKET WHERE PRESENT
RAISE PIT BOTTOM TO SET BUTTRESS ROOTS AT THE
CORRECT HEIGHT. FIRM SOIL UNDER ROOT BALL.
TREE PLANTING
10 (FOR SINGLE AND MULTI -STEM TREES)
C6.1 -NTS-
SLOPE "A" 12:1
SLOPE "B" 1/4"/FT
SLOPE "C" 5/8"/FT
3'-0" MIN. CONTINUOUS
BACK OF WALK
CONTINUE JOINT AT
BACK OF CURB
3 ACCESSIBLE RAMP STANDARD
C6.1 -NTS-
12"
Y G U A/\W U u V tl
PENALTY
$250
GS20-37.6
R7-8D
LEGEND AND BORDER - GREEN
BACKGROUND - II
SIGN APPROVED FOR USE
UNDER GENERAL STATUTE 20-37.6
R7-8D PENALTY SIGNS ARE REQUIRED TO
ACCOMPANY ALL R7-8a PARKING SIGNS
ERECTED AFTER DECEMBER 31,1990
(TPICAL)
(TYPICAL)
f
( s" RADIus
12"
+
RIP RAP PLUNGE POOL SEE
SHEET 4/C6.0. CONTRACTOR
-
I
7"
SHALL INSTALL BASIN BASED
-
ON 15" PIPE.
2'-0'
CONCRETE FLUME FROM BACK 2, STANDARD
CURB & GUTTER
OF CURB INTO RIP RAP
PLUNGE POOL.
REMOVED BACK OF CURB TO
T ' ° 2'
ALLOW WATER INTO STORM
OF CURB
.�',F
WATER BMP
J
w
m
Ia
z
if '.1 t .rt1
O
0
C1
p
x
SIGN R7-8e
-SIGN R7-Sa
R7-8D
FINISHED GRADE
NOTE:
SUPPLEMENTAL ACCESSIBLE SIGN (R7-8e) USED IF
THERE IS ONLY ONE REQUIRED ACCESSIBLE PARKING
SPACE (MUST BE VAN ACCESSIBLE) AND AT EACH
ADDITIONAL REQUIRED VAN ACCESSIBLE SPACE.
SUPPLEMENTAL
ACCESSIBLE (R7-8D)
C6.1 -NTS-
MIN. 3" LAYER
OF APPROVED
MULCH
TYP. COLLAR
MIN. 2" HT.
4"
�rt
MIN
MOUND SOIL FIRMLY
AROUND RAISED ROOT
BALL
TOP OF ROOT BALL
2"-3" ABOVE EXISTING
'I1 (I
YFAi
"V" TRENCH AROUND
=w
ENTIRE PLANTING BED
Illi;i
d II 1 ; T .
EDGE OF
PLANTING BED S
M PLANT MIX
CUT ROOTS AS NECESSARY
(AS SPECIFIED)
IN CONTAINERIZED PLANTS
THAT ARE POT BOUND
TAMP SOIL MIX UNDER
EACH PLANT BALL TO
MINIMIZE SETTLEMENT
TYPICAL PLANTING BED DETAIL
NOTES
1. OMIT COLLAR AROUND EACH SHRUB WHEN IRRIGATION SYSTEM IS PRESENT.
2. INSTALL TOP OF PLANT BA
LL LL 2-3 ABOVE ADJACENT GRADE.
3. TAMP PLANTING MIX FIRMLY AS PIT IS FILLED AROUND EACH PLANT BALL.
4. SOAK EACH PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION.
5. SEE SPECIFICATIONS FOR OTHER PLANTING REQUIREMENTS.
11 SHRUB PLANTING DETAIL
C6.1 -NTS-
RADIUS (TYPICAL)
SURFACE OF GUTTER
` A 4
2'-0" CURB CUT
4 2' WIDE CURB CUT
C6.1 CURB AND GUTTER
-NTS-
TACK COAT (BETWEEN INTERMEDIATE
AND SURFACE COURSE)
HEAVY DUTY ASPHALT
1 1/2" TYPE S-9.513 SUPERPAVE
ASPHALT CONCRETE
2" TYPE 1-19.08 SUPERPAVE ASPHALT
CONCRETE
6" COMPACTED
AGGREGATE BASE COURSE
COMPACTED SUBGRADE
SURFACE TREATMENT
SHOULD BE BROOM FINISH.
8" CONCRETE 3600 PSI MIN. WITH
FIBER REINFORCEMENT (UTILIZE
DOUBLE FIBER ABOVE TANKS)
1I COMPACTED SUBGRADE
y ...
CONCRETE FOR UNDER CANOPY,
A80VE UST AND DUMPSTER
PAD AND APPROACH
8 TYPICAL PAVEMENT SECTION
C6.1 -NTS-
CONTRACTO" cueu
INSTALL TW
GATES MT-
1 a-0"
(MIN.)
VIN' PICKETS
GENERAL NOTES:
SCREENING FENCE SHALL BE
6' CONSTRUCTED IN A DURABLE
FASHION WITH VINYL POSTS AND
SOLID FENCE PLANKS OF VINYL.
6'-4" a'rfF UN .(3 st I'TY wa e t ruj Documents
cons JL b11 If s! t Iff 1I 58 .CII TI?nL515
regJtrecl thr -frlil Horth rulina v1
LISS re CI ire tt I he ra r I "Stem rt-Signer ;
12'-0" Insertlijv;r;c,r ., ;inr _if`. conformity with the Ma
plans 'no Sc" r J, ! EvnrV q1F IianCP w'i!h Ilt= 5
s,elmwatef nue-, ,�
Perron »_ iu410401 Date_.IAJA
bv_(jCG NC Division of Water (,Malay (n
DUMPSTER
12 ENCLOSURE WITH FENCE
C6.1 -NTS-
Lj P
Z
� .Nh
_
Z F
C n N
L7
w
: N
Cl At
Ix 0
W
w Z If)
w C7rM
Z Q w 0
Z
Ll
Z
U
wcrZ
�J
(3
Z
2❑Lla _
W
T
N
THE DESIGNS AND DRAWINGS SHOWN ARE THE PROPERTY OF
MC2 ENGINEERING. INC REPRODUCTION OR USE FOR ANY
PURPOSE OTHER THAN NAT AUTHORIZED BY Mc2 w
ENGINEERING. INC. IS PROHIBITED. 2010 [D !=
tt
N
la
o.
0
10 N4 _-
�
LO
L
t.
✓Y
W
Pa
O
Ff-I ,
LTa _m
W
SITE
DETAILS
REVISIONS
CAD FILE: 2009-027 DTLS.DWG
PROJECT NO.: 2009-027 tff
DESIGNED BY: JDM
REVIEWED BY: JDM
DATE: JUNE 30, 2010
c6w
I I +