SW4130301_APPROVED PLANS_20130306

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW `f 13 03 0 �
DOC TYPE
❑ CURRENT PERMIT
'T�'APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

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UTILITIES & INFRASTRUCTURE
SUMMERFIELD TOWN HALL
4117 OAK RIDGE ROAD
P.O. BOX 970
SUMMERFIELD, NC 27358
PHONE: [phone]
FAX: [phone]
GUILFORD COUNTY PLANNING AND DEVELOPMENT
EARL E. DAVIS II - INSPECTIONS DIVISION
P.O. BOX 3427
GREENSBORO, NC 27402
PHONE: [phone]
FAX: [phone]
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
ERNIE WILSON - DIVISION OF HIGWAYS
1684 YANCEYVILLE STREET
P.O. BOX 14996
GREENSBORO, NC 27415
PHONE: [phone]
FAX: [phone]
DUKE ENERGY
P.O. BOX 1090
CHARLOTTE, NC 28201-1090
PHONE: [phone]
AT&T
BUTCH BURTON
PHONE: [phone]
CENTURYLINK COMMUNICATIONS
PHONE: [phone]
TIME -WARNER CABLE
PHONE: [phone]
LEVEL3 COMMUNICATIONS
PHONE: [phone]
WILLIAMS PIPELINE
PHONE: [phone]
PIEDMONT NATURAL GAS
PHONE: [phone]
NOTE: ALL WORK SHALL BE DONE IN
ACCORDANCE WITH THE CURRENT
STANDARDS, SPECIFICATIONS AND
GENERAL CONDITIONS OF NATIONAL
HERITAGE ACADEMY.
Know what's below.
Call before you dig.
SITE/CIVIL CONSTRUCTION DOCUMENTS
FOR PROPOSED
SUMMERFIELD CHARTER ACADEMY
TOWN OF SUMMERFIELD
BRUCE TOWNSHIP, GUILFORD COUNTY, NORTH CAROLINA
GRADING/EROSION
SITE LOCATION
POWER TRANSMISSION/DISTRIBUTION
TELEPHONE
TELEPHONE
CABLE TV
FIBER OPTICS
GAS TRANSMISSION
GAS DISTRIBUTION
OWNER:
DAVID & JANIE SHEPHERD
126 BEECH ST.
ELKIN, NC 28621
[phone]
DEVELOPER:
NATIONAL HERITAGE ACADEMIES
3850 BROADMOOR AVE SE, STE 201
GRAND RAPIDS, MI 49512
DAN RILEY
[phone]
ENGINEER:
WADE TRIM, INC.
46 HAYWOOD STREET
SUITE 334
ASHEVILLE, NC 28801
828.255.1197
FAX [phone]
PROJECT LOCATION:
5303 US 220 NORTH
SUMMERFIELD, NC 27358
BRUCE TOWNSHIP, GUILFORD COUNTY
SITE LOCATION: LAT/LONG: 36.2181 /-79.9102
PIN: 7839097485-000
PROJECT LOCATED IN HAW RIVER, CAPE FEAR, JORDAN LAKE RIVER BASIN.
PROJECT IS NOT LOCATED IN A WATER SUPPLY WATERSHED.
PROPERTY IS LOCATED IN ZONE X PER FEMA FIRM PANEL 7839J, JUNE 18, 2007,
MAP NO. 3710783900J.
THERE ARE NO WETLANDS ASSOCIATED WITH THE STREAM.
SOURCE OF BOUNDARY INFORMATION: HUGH CREED ASSOCIATES, INC., P.A.
LOCATION MAP
SCALE: 1"= 2000'
LAND DESCRIPTION
BEGINNING at an existing nail on the western margin of the Right—of—way of U.S. Highway 220 North. Said nail being located S84'15'00"W,
88.10 feet from an existing iron pipe within the Right —of —Way of U.S. Highway 220 North; Said nail also being the northeastern corner of
Everett C. Barham as recorded in Deed Book 1841, page 680 and Deed Book 7104, page 2554 (Right—of—way deeded to NCDOT). Thence
from said point of beginning and along said western margin, S12'16'49"E, 79.01 feet to a new iron pipe; Said iron pipe being located
N12'16'49"W, 154.14 feet from an existing nail on said western margin; Thence leaving said western margin and with a new line,
S84'15'00"W, 1954.03 feet to a new iron pipe on the eastern margin of the Right—of—way of the future N.C. Highway 68/U.S. Highway 220
Connector as recorded in Deed Book 7370, page 1770 and Deed Book 7406, page 2315; Thence with said eastern margin, along a curve
to the left, having a radius of 4675.01 feet, an arc distance of 91.94 feet, and a chord bearing and distance of N25'37'10"E, 91.94 feet
to a new iron pipe; Said new iron pipe being the northwest corner of Everett C. Barham as recorded in Deed Book 1841, page 680 and
Deed Book 7370, page 1770 (Right—of—way deeded to NCDOT), and the southwest comer of David R. Shepherd and Janie S. Schwab as
recorded in Deed Book 3421, page 1939 and Deed Book 7406, page 2315, (Right—of—way deeded to NCDOT). Thence with said eastern
margin and along a curve to the left having a radius of 4675.01 feet, an arc distance of 236.84 feet, and a chord bearing and distance
of N24'34'50"E, 236.81 feet to an existing nail; Thence continuing with said eastern margin, N22.04'24"E, 223.55 feet to a new iron pipe;
Said iron pipe being in the southern line of Simaan 220 LLC, as recorded in Deed book 4968, page 69; Said new iron pipe being located
N85.08'37"E, 202.25 feet from an existing rebar; Thence with Simaan 220 LLC's southern line, N85'08'37"E, 1570.58 feet to a new iron
pipe on the western margin of U.S. Highway 220 North; Said point being the northeast corner of David R. Shepherd and Janie S. Schwab
as recorded in Deed Book 3421, page 1939 and Deed Book 4554, page 483, (Right—of—way deeded to NCDOT). Thence along said western
margin. S19'03'48"E, 189.78 feet to an existing bent rebar; Thence S18.29'00"E, 197.79 feet a new iron pipe; Thence N84.15'00"E, 15.57
feet to the point and place of BEGINNING.
Containing 18.91 acres and being that property recorded in Deed Book 3421, page 1939, save and except the Right—of—way of U.S.
Highway 220 North recorded in Deed Book 4654, page 483, and the Right—of—way of the future N.C. Highway 68/U.S. Highway 220
Connector recorded in Deed Book 7406, page 2315, and being the northern 3.47 acres of the property recorded in Deed Book 1841, page
680, save and except Right—of—way of U.S. Highway 220 North recorded in Deed Book 7104, page 2554, and the Right—of—way of the
future N.C. Highway 68/U.S. Highway 220 Connector recorded in Deed Book 7370, page 1770. Deed Book 7063, page 1727 describes
access rights.
Also being all of Tax Parcel #0146905 and the northern portion of Tax Parcel #0146904.
National
Heritage
Academies 0
SHEET
INDEX
GENERAL SHEETS
SHEET NO.
COVER SHEET
C-0.1
GENERAL NOTES
C-0.2
OVERALL SITE PLAN
C-1.0
SITE PLAN
C-1.1
SITE DETAILS
C-1.2
SITE DETAILS
C-1.3
SITE DETAILS
C-1.4
GRADING PLAN
C-2.0
STORM SEWER PLAN
C-2.1
GRADING DETAILS
C-2.2
GRADING DETAILS
C-2.3
STREAM CROSSING DETAILS
C-2.4
STORM WATER POLLUTION PREVENTION PLAN -
PHASE I -
SHEET 1
C-3.0
STORM WATER POLLUTION PREVENTION PLAN -
PHASE I -
SHEET 2
C-3.1
STORM WATER POLLUTION PREVENTION PLAN -
PHASE II
- SHEET 1
C-3.2
STORM WATER POLLUTION PREVENTION PLAN -
PHASE 11
- SHEET 2
C-3.3
SWPPP NOTES
C-3.4
SWPPP DETAILS
C-3.5
SWPPP DETAILS
C-3.6
DRAINAGE PLAN
C-4.0
UTILITY PLAN
C-5.0
UTILITY DETAILS
C-5.1
US 220 DETAILS
C-6.0
LANDSCAPE PLAN - SHEET 1
L-1.0
LANDSCAPE PLAN - SHEET 2
L-1.1
LANDSCAPE DETAILS & NOTES
L-2.0
SITE ELECTRICAL - SITE PLAN, LIGHTING BASE
BID
E101
SITE ELECTRICAL - SITE PLAN, LIGHTING ALTERNATE BID
E101A
SITE ELECTRICAL - DETAILS & NOTES
E201
UAIITy
INOT VALID FOR CONSTRUCTION REV 3: 03/06/2013 CJC
UNLESS SIGNED AND DATED:
JOB NO. SHEET
DD2077.02A
EC-0. 1
N WADETRIM
46 Haywood Street, Suite 334
Asheville, INC 28801
828255.1197
FAX: [phone]
w .wadetnm.cem Building relationships w a foundation of excellence
PREPARED UNDER THE SUPERVISION OF:
CHARLES J. CHRISTY. P.E.
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300.01
FLEXIBLE PIPE
Round Corrugated
Steel Pipe
2 2/3 x It
corrugation **
Diameter
Minimum cover
Maximum Heiaht
of
Cover
(feet)
inches
inches
(Ga) 16 14
12
10
8
12
12
204 256
15
12
162 204
18
12
135 169
239
21
12
115 145
204
24
12
100 126
178
30
12
79 100
142
36
12
65 83
117
152
42
12
55 70
100
130
160
48
12
48 61
87
113
139
54
12
54
77
100
123
60
12
69
90
111
66
12
81
100
72
12
74
91
78
12
81
84
12
69
HOPE - * (Minimum fill) 2' for pipe diameters >_ 12" and < 60"
* (Maximum fill) 20' for pipe diameters 5 24"
17' for pipe diameters t 30" and 5 60"
PVC (Minimum fill) 2' for pipe diameters 212" and 5 36"
* (Maximum fill) 30' for pipe diameters >- 12" and < 36"
* FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE
TO THE BOTTOM OF THE PAVEMENT STRUCTURE
RCP - * (Minimum fill) 1' for Class IV & CLASS V
2' for Class III & Class II
* (Maximum fill) 10' - Class II pipe
20' - Class III pipe
30' - Class IV pipe
40' - Class V pipe
(For fills > 40' & < 80' use LRFD Direct Design Method)
* FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE
TO THE BOTTOM OF THE PAVEMENT STRUCTURE
Round Corrugated
Aluminum
Pipe
2 2/3 x )'2
corrugation
**
Diameter
Minimum cover
Maximum Height
of
Cover
(feet)
inches
inches
(Ga) 16
14
12
10
8
12
12
123
155
278
281
244
15
12
98
123
174
224
275
18
12
81
102
144
187
228
21
12
69
87
123
160
195
24
12
60
76
108
139
171
27
12
67
95
123
151
30
12
60
85
111
136
36
12
50
71
92
113
42
12
60
78
96
48
12
52
68
84
54
12
46
50
74
60
12
50
62
66
12
51
72
12
41
** FOR DIFFERENT CORRUGATIONS AND ARCH PIPES REFER TO
ROADWAY DESIGN MANUAL OR MANUFACTURERS SPECIFICATION.
REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS
CSP - AASHTO M36
CAAP - AASHTO M196
HOPE - AASHTO M294
PVC - ASTM F949 or AASHTO M304
NOTES: FILL HEIGHTS SHOWN WERE CALCULATED USING
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS
1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
RIGID PIPE
GENERAL NOTES
1. ALL FIELD LAYOUT AND SURVEYING FOR CONSTRUCTION OF THIS PROJECT SHALL BE PROVIDED BY THE
CONTRACTOR AT HIS EXPENSE, UNDER THE DIRECTION OF A LICENSED PROFESSIONAL LAND SURVEYOR.
2. EXISTING SUBSURFACE UTILITY HORIZONTAL ALIGNMENTS WERE ESTABLISHED THROUGH THE USE OF
AVAILABLE RECORDS AND THEREFORE, ARE SHOWN IN THEIR AP PR THE CONTRACTOR
SHALL NOTIFY THE RESPECTIVE UTILITY COMPANIES NO LATER THA 3 BUSINESS DAYS PRIOR TO
COMMENCING WORK IN A SPECIFIC AREA, THE CONTRACTOR SHALL FOR THE
Q RIFlCATION OF ALL UTILITY LOCATIONS WITHIN THE WORK AREA.Q
3. DELETED
4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SHAPE THE PAVEMENT AT INTERSECTIONS,
STREETS, AND DRIVEWAYS SO THAT POSITIVE DRAINAGE WILL BE MAINTAINED WITH NO PONDING OF WATER
AS A RESULT OF THE NEW CONSTRUCTION.
Q5. PROPERTY MARKERS SHALL BE PROTECTED BY THE CONTRACTOR. THE CONTRACTORS REGISTERED
1 SURVEYOR SHALL REPLACE ANY MARKERS THAT ARE DISTURBED.
6. DELETED
7. ALL EXISTING TRAFFIC SIGNS WITHIN THE PROPOSED CONSTRUCTION LIMITS ARE TO BE PROTECTED BY
THE CONTRACTOR. CAUTION SHOULD BE EXERCISED WHILE RELOCATING EXISTING SIGNS WHERE DIRECTED.
IF THE SIGNS ARE DAMAGED BEYOND USE, AS DETERMINED BY THE ENGINEER. THE DAMAGED SIGNS
SHALL BE REPLACED AT THE CONTRACTORS EXPENSE.
8. THE CONTRACTOR SHALL ADJUST (AS REQUIRED) PIPELINE ALIGNMENTS HORIZONTALLY AND/OR
VERTICALLY TO AVOID CONFLICTS WITH ACTUAL FIELD CONDITIONS AS UNCOVERED DURING CONSTRUCTION.
FIELD ADJUSTMENT SHALL BE COORDINATED WITH, AND APPROVED BY THE ENGINEER.
9. THE CONTRACTOR SHALL PROVIDE ALL DEWATERING EQUIPMENT NECESSARY TO KEEP EXCAVATIONS DRY
AND SHALL PROVIDE ALL SHORING, SHEETING, AND BRACING NECESSARY TO PROTECT WORKMEN,
ADJACENT STRUCTURES, UTILITIES, EXISTING PAVEMENT, OR TO MINIMIZE TRENCH WIDTH, AT THE
CONTRACTORS EXPENSE
10. TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED
PAVEMENT ELEVATIONS.
Al11. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES.
C12.ONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY
ODES AND/OR UTILITY SERVICE COMPANIES. THESE INSPECTIONS AND ALL APPLICABLE FEES SHALL ALSO
f THE CONTRACTOR'S RESPONS/B/LIIY THE FINAL CONNECTIONS OF THE SERVICE SHALL BE
OMPLETED 30 DAYS PRIOR TO CERTIFICATE OF OCCUPANCY.
13. IF ANY EXISTING CTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO
QRETURN IT TO EXISTING CONDITIONS OR BETTER.
14. CONTRACTOR TO OBTAIN APPROPRIATE PERMITS AND PAY FOR CORRESPONDING FEES FOR WORK ON SITE
AND IN THE RIGHT-OF-WAYS PRIOR TO BEGINNING CONSTRUCTION.
15. CONTRACTOR TO NOTIFY ALL UTILITIES FORTY -LIGHT (48) HOURS PRIOR TO DEMOLITION AND/OR
EXCAVATION. CALL 811 OR 1-800-632-4949 SO THAT UNDERGROUND UTILITIES MAY BE FIELD LOCATED
(WWW.NC811.ORG).
16. ALL UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR TO VERIFY AND COORDINATE WITH THE TOWN,
DUKE ENERGY, AT&T, CENTURYLINK COMMUNICATIONS, TIME -WARNER CABLE, LEVELS COMMUNICATIONS,
WILLIAMS PIPELINE, AND PIEDMONT NATURAL GAS FOR THE REMOVAL OR RELOCATION OF THESE
FACILITIES.
17. ALL SOIL EXCAVATION, BACKFILL AND USAGE TO BE DONE UNDER THE RECOMMENDATIONS OF A
CERTIFIED SOIL TESTING LABORATORY.
18. ALL UNDERGROUND UTILITIES INCLUDING CONDUIT FOR UTILITY AND IRRIGATION CROSSINGS SHALL BE
INSTALLED PRIOR TO PAVEMENT CONSTRUCTION.
19. THE CONTRACTOR SHALL PROVIDE ALL BRACING, SHEETING OR SHORING NECESSARY TO CONSTRUCT AND
PROTECT ANY EXCAVATION AGAINST COLLAPSING. TRENCHES SHALL BE KEPT DRY WHILE PIPE IS BEING
LAID. DEWATERING SHALL BE PROVIDED WHERE NECESSARY. PIPE WILL BE ON DRY, UNDISTURBED SOIL
WET UNSUITABLE MATERIAL WILL BE REPLACED WITH COMPACTED SELECT BACKFILL MATERIAL.
20. CONTRACTOR TO MAKE FIELD ADJUSTMENT, AS NECESSARY, WITH THE APPROVAL OF THE OWNER,
ENGINEER AND MUNICIPALITY WHEN REQUIRED.
21. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN
THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY
BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY THE
CONSTRUCTION PROCESS.
REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS
RCP - AASHTO M170
1Q ADDED DETAIL
NOTES: FILL HEIGHTS SHOWN WERE CALCULATED USING
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS
1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
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BERMS SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT
AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER
BODIES, MUST BE INSTALLED, CONSTRUCTED OR IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED FROM
DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS.
23. MAINTENANCE ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED REGULARLY,
ESPECIALLY AFTER EACH RAINFALL, AND WILL BE CLEANED OUT AND/OR REPAIRED AS REQUIRED.
24. ALL PRACTICAL AND NECESSARY EFFORT SHALL BE TAKEN DURING CONSTRUCTION TO CONTROL AND
PREVENT EROSION AND TRANSPORT OF SEDIMENT MATERIAL TO WETLANDS AND CHANNEL AREAS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RESTORATION EFFORTS THAT MAY BE REQUIRED.
25. CONTRACTOR TO VERIFY ALL PLAN DIMENSIONS AND SITE CONDITIONS, NOTIFY ARCHITECT/ENGINEER TO
ANY DISCREPANCIES BETWEEN SITE CONDITIONS AND INFORMATION SHOWN ON DRAWINGS PRIOR TO
COMMENCING WORK.
26. ALL PIPE INSTALLATION SHALL BE IN ACCORDANCE W/ NCDOT STANDARD DETAIL 300.01.
Q27. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NCDOT DETAILS AND
NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, UNLESS MODIFIED BY THESE PLANS.
NCDOT DETAILS AND SPECIRCA77ONS SUP£RCEDE PROJECT SPECIFICATIONS WHEN CONFLICT EXIST.
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2/13/13
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CJC
PERMIT
3/6/13
CJC
JOB NO.
EDD2077.02A
SHEET
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PARKING COUNT
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ASPHALT PAVING
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SIDEWALK
HANDICAPPED
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PARKING SPACE
FENCE
AN LIFOSTURSEO AARFA OF YE6ETA7KIN
EKiEWM A ANN" OF 30 FEEr FROM
RIE MP NK OF SAOR MEAN NIGH WATER
EASEMENT LINE
LE1f1 W MM 1154RR MES
RIGHT-OF-WAY LINE
,711 ar,
PROPERTY LINE
SETBACK LINE
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FRIDDLE
7650 DEBOE RD
SUMMERFIELD,
NC 27358
RESIDENCE ,
ZONED AG
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PERENNIAL STREAM BUFFER
ILLUSTRATION
NO SCALE
SIMAAN 220 LLC
DB 4968, PC. 69
PARCEL #0145845
ZONED CU-HI
USE: AUTO REPAIR
PIN: 7839 09 6983
DB 4968-PG 69
UN -NAMED TRIBUTARY in
\ TO HAW RIVER PRIMARY
CONSERVATION AREA
PRIMARY CONSERVATKN AREA —
/ \1570.58' YARD _ 1 PRIMARY CONSERVATION AREA N85'08'37"E' S' _IDE_ -- ----1 -
\ - + +
_ - - - ► + ++1 A SLOPES ++ _
1 5' SIDE YARD _ _ -- - - 30 BU R + + + + + + +
+ + ONE 1', + + + + + + +
+ + PRIMARY CONSERVATION AREA
+ 15X ' SLOPES \ +++++
�+ + + \ + PLAY FIELD
+ + + �x 1 + PRIMARY CONSERVATION AREA
ZONED AG + +EN ROC , PC.A. B FIREPROTECTION3 ONE 1R R
PROPOSEDEPAIR SEWAGE GRAVEL DRIVE \ \ 1 20 B �'
TO WELL SITE ) i
s 200' W ISOLATION /
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MANAGEMENT FACILITY Af -
PRIMARY CONSERVATION AREA
PROPOSED SEWAGE \ I ( I r J \R \ .C.A��\� a �Cj Y ----- a
UMPUSAL AREA '1
(DESIGN BY HCA) \
SIDE YARD
PREVIOUS PROPERTY LINE
NOTES:
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PORTION OF PARCEL =0146904
ZONED AC/RS--30
RESIDENCE
PIN: 7839 09 :1144
1.
PROPERTY IS LOCATED IN HAW
RIVER WATERSHED,
8.
IF THE 20' ZONE 2 BUFFER IS DISTURBED, IT SHALL
PROPERTY IS NOT LOCATED IN
WS WATERSHED.
BE RESTORED AND VEGETATED.
2.
PROPERTY IS LOCATED IN ZONE X PER FEMA FIRM
9.
THE PRIMARY CONSERVATION AREAS ON THIS SITE ARE:
PANEL 7839J• JUNE 18, 2007•
MAP NO. 37107839001
THE CREEK, ROCK OUTCROPS, AND STEEP SLOPES.
THESE ARE INDICATED ON THIS PLAN AND WILL NOT BE
3.
WATER SUPPLY WILL BE FROM
ON —SITE WATER WELL.
DISTURBED (EXCEPT STREAM CROSSING AS PERMITTED
BY NCDENR AND USCOE). THERE ARE NO SECONDARY
4.
SEWAGE DISPOSAL WILL BE ON —SITE SEPTIC SYSTEM.
CONSERVATION AREAS.
5.
REFER TO SHEETS L-1.0 THRU
L-2.0 FOR
10.
ALL PARKING SPACES HAVE CURBS OR WHEEL STOPS
LANDSCAPING.
TO PREVENT ENCROACHMENT INTO PLANTING AREAS.
6.
SUBJECT PROPERTY IS NOT ON
THE NRHP BASED ON
11.
ALL DIMENSIONS ARE TO FACE OF CURB UNLESS
REVIEW OF NC SHPO WEBSITE
HPOWEB GIS SERVICES.
OTHERWISE NOTED.
7.
NO DISTURBANCE WILL BE ALLOWED IN THE 30' ZONE 1
12.
SEE SHEET C-1.4 FOR SIGN DETAILS
BUFFER EXCEPT AS PERMITTED
BY USCOE & NCDENR.
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220 IMPROVEMENTS
5300 NORTH LLC
404 BEVERLY PL
GREENSBORO, NO 27403
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USE: VACANT
PIN: 7839
29 2915
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13. ALL LANE PAVEMENT MARKINGS ARE TO BE 4" WHITE
PAINT UNLESS OTHERWISE NOTED.
14. CONTRACTOR SHALL APPLY 2 APPLICATIONS OF ALL
PAVEMENT MARKINGS (EXCEPT THERMOPLASTIC). 2
MONTHS BETWEEN APPLICATIONS.
15. HANDICAP RAMPS & WALKS SHALL BE PER NCDOT
STANDARD DETAILS 848.05 & 848.06
16. PARKING LOT STALL STRIPES 4" SOLID, REFLECTIVE
WHITE (PER NCDOT)
17. NO WETLANDS ARE LOCATED ON THE PROPERTY
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1/18/13
CJC
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2/13/13
CJC
PERMIT
3/5/13
CJC
PERMIT
3/6/13
CJC
JOB NO.
EDD2077.02A
71
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ASPHALT PAVING
MEDIUM DUTY
ASPHALT PAVING
SIDEWALK
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PLAYGROUND
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HANDICAPPED
PARKING SPACE
FENCE
EASEMENT UNE
RIGHT-OF-WAY LINE
PROPERTY LINE
SETBACK LINE
- - - -
UNDERGROUND
-LIE--'LIE
ELECTRIC
OVERHEAD ELECTRIC
E E
FIBEROPTIC
F F
FIRE DEPARTMENT
CONNECTION & PIV
KEY NOTES
LIGHT POLE
O
SUMMERFIELD ACADEMY SIGN,
18
HANDICAP SIGN & PLAQUE
MAX HEIGHT 6'
19
STOP SIGN R7-1
COMMUNICATIONS
UNDERGROUND MARKER
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TALL, <6SFT AREA. TRUCK ACCESS TO LOADING
20
PARKING BUMPERS A
FIBER OPTIC
o
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AREA AND DUMPSTER,
21
THICKENED EDGE CONCRETE W PAINT CURB RED
UNDERGROUND MARKER
O
PLAYGROUND
22
CONCRETE CURB
WELL
4o
HARD PLAY SURFACE AREA
23
BITUMINOUS CURB
O
ATHLETIC FIELD, 100' X 200'
24
VALLEY GUTTER PER NCDOT STANDARD DETAIL 846.01
Q
STAIRS
25
PLAY AREA FENCE. BLACK POLYWRAPPED, 4' GALVANIZED
Q
AP. SEPTIC TANKS, & PUMP TANK
CHAIN LINK FENCE
1
MFnIRE
26
4" WHITE SOLID LINE, REFLECTIVE PAINT (PER NCDOT)
ECTION SYSTEM
27
4" WHITE DASHED LINE, REFLECTIVE PAINT (PER NCDOT)
10
FIRE DEPARTMENT CONNECTION & P.I.V.
Za
HEAVY DUTY CONCRETE. 8" THICK, SEE NOTE IN
11
EXISTING VACANT BUILDINGS TO BE DEMOLISHED
STANDARD SIDEWALK DETAIL SHEET C-1.2
12
TRANSFORMER
29
STORM WATER MANAGEMENT FACILITY
34
IPRIMARY CONSERVATION AREA (P.CA)
13
DOUBLE SWING GATE (SIZE PER PLAN)
31
SINGLE SWING GATE (SIZE PER PLAN)
14
12` x 22' DUMPSTER ENCLOSURE
15
6' GALVANIZED CHAIN LINK FENCE
32
PROPANE TANK
16
PIED SIGN, W11-2 WITH W16-7
33
EXISTING WELL TO BE ABANDONED PER NCDENR
REQUIREMENTS
17
DO NOT ENTER SIGN, R5-1
34
PAINT 'FIRE LANE' R 7 14
3
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SP3-�E e - - -
N85'08'37"E -� 1570.58'
❑ 4`
15 54DE YARD _ - -
+ + + + + - - r--- -----� - o
29 LEVEL
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DOUBLE SWING GATES
AND FENCE AROUND
DUMPSTER(S). SEE
DETAILS ON SHEET
C-1.3
BOLLARD LOCATIONS
DUMPSTER PAD
N
VN
40 20 0 40 80
SCALE IN FEET
END 6" BACKED CURB,
BEGIN VALLEY GUTTER _ --
_ -
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�� END VALLEY GUTTER --- _ -
R71'
29
R50 �^
29
ROpOSED gUIILDING
29 •
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/) 2
SITE DATA
ZONING
PROPOSED SITE
REQUIREMENT
LOT SIZE
18.91 AC
ZONING
AG/RS-30/SCENIC OVERLAY
SETBACK
FRONT: 50'/95'
SIDE: 15'
REAR: 30'
PARKING SIZES
9' X 19'. - 90 DEGREE
REGULAR SPACE m
9' X 19', - 90 DEGREE
H.C. SPACE = 12' X 19'
REGULAR PARKING SPACES
1
ELEMENTARY & MIDDLE SCHOOL
7 OFFICES X 3 = 21
SPACES PROVIDED = 115
3 PER OFFICE
31 CLASSES X 3 - 93
3 PER CLASS ROOM
TOTAL REQUIRED - 114
HANDICAP PARKING SPACES
H.C. SPACES PROVIDED = 6
INCLUDING 1 VAN SPACE
LOADING SPACES
LOADING SPACES - 1
ONSTTE QUEUING
4.900 FEET
BUILDING HEIGHT
150* - 3 STORIES
0' - 2 STORIES
BUILDING COVERAGE
30% MAX
3.04%
IMPERVIOUS COVERAGE
Zj
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BUILDING AREA
4 , SFT
4 P 9 , E_-E
WOVEN WIRE FENCE AS
PROPOSED BY DOT.
CONTROLLED ACCESS
SEE SHEET C-6.0
FOR PROPOSED US
220 IMPROVEMENTS
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UN -NAMED TRIBUTARY �=
TO HAW RIVER 30 1. PROPERTY IS LOCATED IN HAW RIVER WATERSHED, 8. IF THE 20' ZONE 2 BUFFER IS DISTURBED, IT SHALL 13. ALL LANE PAVEMENT MARKINGS ARE TO BE 4" WHITE
PREVIOUS PROPERTY LINE NO CURB CURB PROPERTY IS NOT LOCATED IN WS WATERSHED. BE RESTORED AND VEGETATED. PAINT UNLESS OTHERWISE NOTED.
y 3 s 2. PROPERTY IS LOCATED IN ZONE X PER FEMA FIRM 9. THE PRIMARY CONSERVATION AREAS ON THIS SITE ARE: 14. CONTRACTOR SHALL APPLY 2 APPLICATIONS OF ALL
Q y � PANEL 7839J, JUNE 18, 2007, MAP NO. 3710783900J THE CREEK, ROCK OUTCROPS, AND STEEP SLOPES. PAVEMENT MARKINGS (EXCEPT THERMOPLASTIC). 2
° THESE ARE INDICATED ON THIS PLAN AND WILL NOT BE MONTHS BETWEEN APPLICATIONS.
NOTE: 3. WATER SUPPLY WILL BE FROM ON -SITE WATER WELL. DISTURBED (EXCEPT STREAM CROSSING AS PERMITTED
1. PROPOSED SCHOOL POPULATION IS 735 STUDENTS AT
PROJECT BUILD -OUT. PARKING BUMPER s h "� BY NCDENR AND USCOE). THERE ARE NO SECONDARY 15. HANDICAP RAMPS &WALKS SHALL BE PER NCDOT
2. PROPOSED STAFF IS 43. � �,� 4. SEWAGE DISPOSAL WILL BE ON -SITE SEPTIC SYSTEM.
CONSERVATION AREAS. STANDARD DETAILS 848.05 & $48.06
3. SCHOOL IS FOR GRADES K-8.
4. SCHOOL IS A TRADITIONAL PROGRAM. 5. REFER TO SHEETS L-1.0 THRU L-2.0 FOR 10. ALL PARKING SPACES HAVE CURBS OR WHEEL STOPS 16. PARKING LOT STALL STRIPES 4 SOLID REFLECTIVE
,a
5. NO BICYCLE STANDS ARE PROVIDED (OR REQUIRED). LANDSCAPING.
6. REFER TO TRAFFIC STUDY FOR HOURS OF OPERATION. TO PREVENT ENCROACHMENT INTO PLANTING AREAS. WHITE (PER NCDOT)
6. SUBJECT PROPERTY IS NOT ON THE NRHP BASED ON 11. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS 17. NO WETLANDS ARE LOCATED ON THE PROPERTY.
Know what's below. TYPICAL PARKING SPACE DETAIL REVIEW OF NC SHPO WEBSITE HPOWEB GlS SERVICES. OTHERWISE NOTED.
Call before you dig. NO SCALE 7. NO DISTURBANCE WILL BE ALLOWED IN THE 30' ZONE 1 12. SEE SHEET C-1.4 FOR SIGN DETAILS
BUFFER EXCEPT AS PERMITTED BY USCOE & NCDENR.
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PERMIT 3/6/13 CJC E0-1
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JOB NO.
EDD2077.02A
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STANDARD PAVEMENT SECTION
DETAIL
NOT TO SCALE
LIGHT DUTY (1—LD)
KEYED NOTES
Qi 2" SURFACE COURSE (S9.5-B).
O3 6" (MIN.) ABC.
O SUB -GRADE
(SUB -GRADE TO 98% STANDARD
PROCTOR MIN. COMPACTION).
MEDIUM DUTY (1—MD)
KEYED NOTES
Ot 1.5" SURFACE COURSE (S9.5-B).
O2 2.5" BASE COURSE (1-19.B).
O 8" (MIN.) ABC.
O SUB -GRADE
(SUB -GRADE TO 98% STANDARD
PROCTOR MIN. COMPACTION).
TOP ELEV.
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1/2" PRE -MOLD ASPHALT
a EXPANSION JOINT
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STAINLESS STEEL SPECIFICATION a
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' 1. AUSTENrnC STAINLESS STEEL ASTM
A554, GRADE MT, OR TP 316
2. TYPE 316 PLATE a
� 3. FINISH: OIL GROUND, UNIFORM 180
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3 GRIT TEXTURE AISI NO. 4
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4. FUSION WELDED. WELDS SHALL NOT
a SHOW ON THE FINISHED HANDRAIL 14"
5. TUBE SECTIONS WILL BE FORMED TO
N SMOOTH RADII, SHOWING NO BUCKLES,
KINKS, OR OTHER IMPERFECTIONS.
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6'
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10'
1/4'a" p
1/4'
°
T lie
PER PLAN
6'
b{ R
1 R
9'
° 10'
8. 5'
0
8 5' A
6" ABC
4"
0.020 FT/FT 4.
COMPACTED SUBBASE
2 EA - EPDXY COATED u4 BAR
6"
18'
98% STANDARD PROCTOR
s•
GRAVEL DRIVE DETAIL
24"
NO SCALE
6" CONCRETE
CURB
AND GUTTER (POSITIVE)
NO SCALE
1o"
BITUMINOUS VALLEY GUTTER
NO SCALE
2" O.D. STAINLESS STEEL
OR ALUMINUM PIPE RAIL
12"+1 TREAD
BROOM FINISH, TYP.
#4 CONTINUOUS
1/2" EXPANSION MATERIAL
WHEN ADJACENT TO BUILDING
6/6 X 10/10 WELDED WIRE
MESH REINFORCEMENT AT
DRIVEWAY CROSSINGS ONLY.
WHEN SIDEWALK IS TO BE VARIES
REMOVED &/OR NEW
SIDEWALK IS TO BE ADDED, MEDIUM BROOM
If IS TO BE REMOVED TO Z FINISH CONIC. WALK
THE NEAREST EXPANSION JOINT. 2% MAX. SLOPE
d
TOP COURSE
LEVELING
COURSE
-RRO�jo 1, 2.
va'
114' R
6'
1' R
9'
.0.085T PT/FT
O° O.
IRA
I 18"
2 EA - EPDXY COATED IM BAR 6"
7-1/16"
1. 5'
8.5'
I— 24" •
6" CONCRETE SPILL CURB & GUTTER (NEGATIVE)
NO SCALE
NOTE:
PROVIDE 1/4' CONTROL
JOINTS 0 4' O.C., 5'
O.C., 8' O.C., OR 12'
O.C. k 1/2" BITUMINOUS
EXPANSION JOINTS 0 40'
O.C. FOR 4' SIDEWALKS,
50' O.C. FOR 5. OR
GREATER.
COMPACTED FILL OR �4" THICK, 3,000 PSI CONCRETE SIDEWALK
PROOFROLLED 8" THICKNESS, 4,000 PSI REQUIRED AT
SUBGRADE TO 98% DUMPSTER, UNLOAD AREA, & TURNAROUND
STANDARD PROCTOR
STANDARD SIDEWALK DETAIL
NO SCALE
114" WASH
5/8" FINISHFI
HAND
SMOOTHAINT
6"
ESCUTCHEON, TYP. 4' SCH 40 STEEL PIPE
1"R CAST IN PLACE 6'-6' LONG FILLED W/
SLEEVE TYP. CONCRETE. PAINTED
YELLOW (SEE NOTES)
a 1/2" PRE -MOLD ASPHALT
EXPANSa BOTTOM ELEV. FULL DISJOINT,
BEAD OF DOW CORNING
DC 790 SEALANT
CONC. WALK a
4" MIN. HAUNCH
a
#3 012" O.C.
iv #5 08" O.C.
COMPACTED BASE
CONCRETE STAIR SECTION
NO SCALE
STAIR CHART
STAIR I.D.
T
R
# STEPS
TOP
ELEV.
BOTTOM
ELEV.
#1
12"
6"
14
857.11
850.11
#2
12"
4"
6
855.85
853.85
3
12"
4"
9
851.50
847.50
BUTT JOINT
NO SCALE
7
CYLINDRICAL CONCRETE BASE I
(3.000 PSI CONCRETED + I
fnn nnunrr •rnnut
1/2" EXPANSION
MATERIAL
SEE SHEET C-1.1 FOR
BOLLARD LOCATIONS
PAINT FACE OF CURB
AND TOP 6" OF CURB
RED• 6"
2 EA - EPDXY COATED P BAR
2" R
FINISHED
SURFACE
" o 0
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THICKEN ASPHALT PAVING BASE
OR LEVELING AT CURB FACE -
#4 EPDXY COATED REBAR
CONTINUOUS. EXCEPT AT
EXPANSION JOINT (TYP.) —
NOTES:
1. CONTRACTOR SHALL FURNISH ALL
MATERIALS AND EQUIPMENT NECESSARY
TO COMPLETE SURFACE PREPARATION.
PRIME. AND FINISH PAINTING OF
"Q GUARD POSTS.
2. PAINTING SYSTEM WILL BE EPDXY
PRIMER AND EPDXY H.B. SEMI -GLOSS
3. GUARD POSTS SHALL BE PAINTED OSHA
SAFETY YELLOW (INTERNATIONAL
21-0' COLOR 71038)
DIA.
TYPICAL GUARD POST DETAIL
NO SCALE
M
D SURFACE q [_
1/4' R-\ 1
j11(�tt�! Y��K j�C1 torn-t�
S�ry �I1.3�3�I
76•4]1 `L L .M
12" DETACHED CONCRETE CURB
NO SCALE
AS SHOWN ON PLANS
4" CONCRETE
(4000 P.S.I. 0 28 DAYS)
1" TOOLED JOINT
6"x6"- W1.4xW1.4
WIRE MESH
2R�- MAX SLOPE
0 0 0
0 0 0 0
�- 4" COMPACTED SUB -BASE
98% STANDARD PROCTOR
3"
6" 6" 6"
12'
CONCRETE WALK W/THICKENED EDGE
NO SCALE
5WN!?o3o/
62..E P
1/4" RADIUS (TYP)
41SHED GRADE
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3"
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ISSUED FOR:
DATE:
BY:
BID/PERMIT
1118113
CJC
PERMIT
2/13/13
CJC
PERMIT
3/5/13
CJC
PERMIT
3/6/13
CJC

4,000 PSI CONCRETE
STRAIGHT CURB
AND CORNERS.
TOP EDGE OF PAVING TO BE FLUSH WITH 6„
SLOPE AWAY FROM B AND
BUILDING
" IIII I I_I I I —III
n cc 6 MIN D. 1=1 I I=1 I
l 11i 11111=1 I i=1 I I=1
' `' ► I I-1 i t-1 11=I I F
2-#4 REBARS
—111
3" CLEAR
TOP AND BOTTOM 11-
MOISTURE EXCLUDING
12"
1'-6
PLAYGROUND EDGE AND PLAYGROUND SURFACE
NO SCALE
4"X2" PRESSED STEEL
toHINGE, #1681 BY
LL
SEMMERLING, OR EQUAL
Q
GALVANIZED STEEL POST
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a 3/4"X3/16" TENSION
j. N BAR-9 GAUGE TIE WIRES
o l`',, TO BE 12" O.C. MAX
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BEARING WASHER, #1731 BY
m a SEMMERLING MFG. CO. OR EQUAL;
Uj EXTEND BOTTOM OF POST BELOW
or_
W o FRAME AND ATTACH HINGE
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GATE WIDTH PER PLANS
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12"
GALVANIZED STEEL
FENCE POST
1" RADIUS
BOTH EDGES
4" WOOD CHIPS
ESCUTCHEON, TYP.
rp
CAST IN PLACE
SLEEVE, TYP. in
a
a PERFORATED HDPE
UNDERDRAIN PIPE W/ NYLON I I
SOCK PLACED AT LOW POINTS o I I
& OUTLET TO STORM SYSTEM
° 1 % MINIMUM SLOPE i
°
e
6" MIN
FILTER FABRIC
COMPACTED SUBGRADE
GRADE WITH 1.5% MINIMUM
SLOPE TO UNDERDRAIN.
DIAGONAL TIE W/ TURNBUCKLE
2" O.D. GALVANIZED STEEL PIPE FRAME WITH
WELDED CORNERS. FABRIC FASTENED AS PER
STANDARD CHAIN LINK FENCE DETAIL
DOUBLE SWING GATE DETAIL
NO SCALE
FOR FENCE/GATE FABRIC cn
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SEE STANDARD CHAIN LINK
FENCE DETAIL a
W
FROST -FREE DROP LATCH WITH a
PADLOCK HOLE TO BE APPROVED �E
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1 5/8" O.D. GALVANIZED STEEL
PIPE RAILS ALL GATES TO HAVE
TOP, MIDDLE AND BOTTOM RAILS
DEAD BOLT CENTERED BEHIND
GATE FRAME, EACH HALF OF
GATE TO BE APPROVED
1" O.D. PIPE SLEEVE, SET FLUSH
WITH FINISHED GRADE
1 1/2" O.D. PIPE SILT TRAP,
WELD TO PIPE SLEEVE
SET SLEEVES INTO 6"X6"X12"
CONCRETE SLAB
NOTE:
BOTH SIDES OF DOUBLE
SWINGING GATES TO HAVE
IDENTICAL CONSTRUCTION.
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SEE PLANS
PLAN VIEW
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6" THICK CONCRETE SLAB
WITH 6"X6" W1.021.4 WWF
ELEVATION VIEW
NO SCALE
(TYP 2 SIDES OF ENCLOSURE)
CHAMFER 1/2" AT TOP CORNERS
OF EACH BOARD
2X6 PRESSURE TREATED BOARD
CROSS MEMBERS, (2) 2' SCREWS PER
BOARD AT EACH CROSS MEMBER
3 1/2" X 3 1/2" X 3/16" GALV. STEEL
POST W/ 1/4" CAP WELD ON AND
GRIND SMOOTH
1X6 CEDAR BOARDS CHAMFER 1/2" AT
CORNERS BOTH TOP AND BOTTOM
LFINISH GRADE
CONCRETE FOOTING
II
II
EXTEND POST 1" BELOW FOOTING
NOTE:
1. HOT DIP GALVANIZE ALL STEEL
AFTER FABRICATION.
2. TREAT ALL WOOD WITH WATER
SEALANT/STAIN AFTER
INSTALLATION.
DUMPSTER ENCLOSURE DETAIL
NO SCALE
a
LL
MOISTURE EXCLUDING
LOOPED POST CAP
TOP RAIL SLEEVE 6" LONG
MINIMUM, 20' O.C. MAXIMUM
PREFORMED 9 GAUGE
GALVANIZED STEEL TIE WIRES,
18" O.C. ON RAILS, 12" O.C.
ON POSTS
LINE POSTS 10' O.C. MAXIMUM
2" O.D. FOR FENCE UNDER 6'
HT., 2 1/2- O.D. FOR FENCE
6' AND TALLER
1 5/8" I.D. MALLEABLE IRON
OR CAST ALUMINUM RAIL END
CUPS WITH OFFSET LUGS
BETWEEN ALL POSTS
CENTER POST NOT REQUIRED
ON FENCES 4' TALL OR LESS
9 GAUGE, 2" DIAMOND MESH
FABRIC WITH TOP AND BOTTOM
SELVAGES KNUCKLED. BOTTOM
SELVAGE 2" ABOVE FINISHED
GRADE. FABRIC TO BE
INSTALLED ON FIELD SIDE.
ALL RAILS TO BE 1 5/8" O.D.
GALVANIZED STEEL PIPE
FINISHED GRADE
TYPICAL POST SUPPORT DETAIL
STANDARD CHAIN LINK FENCE DETAIL
NO SCALE
CEDAR BOARDS NOT
SHOWN FOR CLARITY
1/2'
3" 3"
J 1 V
5 16 40 SCH-80
COLLAR
NOTE: HOT DIP GALVANIZE ALL STEEL AFTER FABRICATION
DUMPSTER GATE ELEVATION
NO SCALE
2" O.D. GALVANIZED STEEL PIPE
FRAME WITH WELDED CORNERS.
FABRIC FASTENED AS PER STANDARD
CHAIN LINK FENCE DETAIL
MOISTURE EXCLUDING POST TOP -�
4"X2" PRESSED STEEL
HINGE, #1681 BY
SEMMERLING, OR EQUAL
GALVANIZED STEEL POST
3/4"X3/16" TENSION
BAR-9 GAUGE TIE WIRES
TO BE 12" O.C. MAX —
BEARING WASHER, #1731 BY
SEMMERLING MFG. CO. OR EQUAL,
EXTEND BOTTOM OF POST BELOW
FRAME AND ATTACH HINGE -�
GATE WIDTH
PER PLAN
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1 1°.
�,��� 4', 1
Id 4
u
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HINGE (TYP)
4" SCH 40 GALV. STEEL
GATE POST W/ 1/4" CAP
WELD ON AND GRIND
SMOOTH (TYP.)
1X6 CEDAR BOARDS CHAMFER
1/2" AT CORNERS BOTH TOP
AND BOTTOM STAINED COLOR
SELECTION BY ENGINEER
1 /4'X 1 1/2- STAINLESS
STEEL CARRIAGE BOLTS W/
LOCK WASHER AND BOLT
FINISH GRADE
II
CONCRETE FOOTING
(TYPICAL AT ALL POSTS)
CANE BOLT W/1" WASHER
(SEE DETAIL BELOW)
1/2"0 GALVANIZED BENT ROD
- PROVIDE FOR EACH DOOR
ifSTANLEY HOOK J4120 OR
EQUAL ATTACH TO WOOD
HOLE IN ANGLE FRAME FOR
ROD
WASHER STOP TO FIT ROD
HELD IN PUKE WITH COTTER
PIN
DRILL HOLE IN CONCRETE
CANE BOLT DETAIL OPEN TO DOOR IS
IROD�INTO AND
SINGLE SWING GATE DETAIL
NO SCALE
GALVANIZED STEEL POST
FOR FENCE/GATE FABRIC SEE
STANDARD CHAIN LINK FENCE
DETAIL
FROST -FREE DROP LATCH AND
SELF CLOSER WITH PADLOCK
HOLE
1 5/8" O.D. GALVANIZED STEEL
PIPE RAILS ALL GATES TO HAVE
TOP, MIDDLE AND BOTTOM RAILS
TYPICAL POST
SUPPORT DETAIL
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ISSUED FOR:
DATE:
BY:
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BID/PERMIT
1/18/13
CJC
PERMIT
2/13/13
CJC
PERMIT
3/5/13
CJC
W
PERMIT
3/6/13
CJC
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JOB NO.
EDD2077.02A
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SHEET
C-1 .3
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OUTSIDE WALK
- W MATCH PLAN SLOPE
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1, % -- •`L 857.67 6. j 858.00 80 \ 857.67
/ 1 STREAM CROSSING,
SEE SHEET C\ .4 \ \ BUILDING WALL DOOR BUILDING WALL
BUILDING INTERIOR
\ ' (FF 858.00)
-;�
WASTE/BORROW-"I
-\
DOOR RAMP DETAIL - TYP. ALL DOORS
1 NO SCALE
01
_ _._ _ - - Q4 REVISED WASTE/BORROW AREA AND GRAVEL DRIVE.
SITE GRADING, AS DESIGNED, IS SHORT OF EARTH.
1;1 APPROXIMATELY 6-INCHES OF THE EXISTING
" MATERIAL IS UNSUITABLE FOR USE. THE CONTRACTOR
SHALL STRIP AND DISPOSE OF UNSUITABLE MATERIAL
' IN THE DESIGNATED WASTE/BORROW AREAS. SUITABLE
r MATERIAL SHALL BE OBTAINED FROM THE WASTE/BORROW
i AREAS. CONTRACTOR SHALL SALVAGE AND STOCK PILE
STRIPPED MATERIAL FOR RE -USE AS TOPSOIL, REFER
! I \ TO LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION.
_ - - -
S$ 15
Q4 REVISED GRADING FOR SAND FILTER, BMP #1
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840
-850
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S p /� DING NOTES13.
A
CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES
f�
AND BE CONSTRUCTED TO SAME.
1 •
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
14•
CONTOURS ARE FOR INFORMATION ONLY. USE SPOT GRADES AND ENGINEER
ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON
PROVIDED DTM FOR CONSTRUCTION.
RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE,
15.
CONTRACTOR IS TO CONTACT ENGINEER IMMEDIATELY UPON DISCOVERING ANY
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE
DISCREPANCIES BETW D PY PLANS AND DIGITAL FILES.
RELIED ON AS BEING EXACT OR COMPLETE. THE CALL
16.
COPIES OF THE JANUARY 1 fi, 2013 "REPORT OF SUBSURFACE EXPLORATION'
THE APPROPRIATE UTILITY COMPANIES AT LEAS 3 BUSINESS DAYS EFORE
COMPLETED BY ART OF THESE CONTRACT DOCUMENTS 13Y
ANY EXCAVATION TO REQUEST EXACT FIELD LOC .IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL 1
EXISTING UTIU71ES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS
REFERENCE. CONTRACTOR SHALL ERE TO THE RECOMMENDATIONS OF
THIS REPORT
SHOWN ON THE PLANS.
17.
THE CONTRACTOR SHALL EXCAVATE AND REMOVE ALL ORGANIC MATERIAL AND
2.
ALLCUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE
OTHER UNSUITABLE MATERIALS FROM GRADING LIMITS. ALL FILL SHALL BE AS
NOTED.
APPROVED BY THE GEOTECHNICAL ENGINEER AND PLACED IN ACCORDANCE
WITH RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. WASTE/BORROW
3.
EXISTING CATCH BASINS AND PIPES TO REMAIN IN SERVICE SHALL BE
AREAS ARE INDICATED WEST OF THE CREEK. IF UTILIZED, THE CONTRACTOR
CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.
SHALL RESTORE THESE AREAS TO ORIGINAL CONDITION.
4.
EXISTING GRADE CONTOUR INTERVALS EAST OF THE STREAM ARE SHOWN AT
18.
CONTRACTOR SHALL DEMOLISH AND DISPOSE OF ALL ABOVE AND BELOW
1 FOOT. EXISTING GRADE CONTOURS WEST OF THE STREAM ARE 2 FOOT.
GRADE MATERIALS FROM THE EXISTING ON -SITE BUILDINGS.
5.
PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS.
19.
CONTRACTOR SHALL PLACE 4 INCHES OF #57 STONE, OR COMPACTED
6.
IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING
GRANULAR FILL, UNDER THE BUILDING FOOT PRINT. TOP OF STONE SMALL
CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR
BE 4 INCHES BELOW FINISH FLOOR ELEVATION.
AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT
20.
CONTRACTOR SHALL CONSTRUCT 15 FOOT WIDE GRAVEL ROAD AROUND
TO EXISTING CONDITIONS OR BETTER.
BUILDING, OUTSIDE OF THE BUILDING FOOT PRINT. GRAVEL ROAD SHALL BE
7.
ALL STORM PIPE ENTERING STRUCTURES SHALL BE SEALED WITH
6 INCHES OF ABC.
NON -SHRINK GROUT TO ENSURE CONNECTION AT STRUCTURE IS WATERTIGHT.
21.
REFER TO SHEET C-2.1 FOR STORM SEWER PLAN.
8.
ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH
22.
REFER TO SHEET C-5.0 FOR UTILITY PLAN.
PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES
IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE
23.
REFER TO SHEETS C-3.0 THROUGH C-3.6 FOR SWPP PLANS.
LABELED 'STORM SEWER'.
24.
CONTRACTOR SHALL BENCH ALL FILL SLOPES PER S&ME LETTER A
9.
THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS
FEBRUARY 12, 2D13.
OUTLINED IN THE N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE
ASSOCIATED WITH CONSTRUCTION ACTIVITIES.
1
Q
10.
CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS
NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE.
11.
CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR
ALL NATURAL AND PAVED AREAS.
12.
ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE
A MINIMUM 3 INCHES OF TOPSOIL CONTRACTOR SHALL APPLY EROSION
CONTROL MATTING TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL
STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING
SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED.
`` 86
13
LEGEND
DESCRIPTION
EXISTING
PROPOSED
MAJOR CONTOURS
123-
-123-
MINOR CONTOURS
123
123
TOP OF CURB+�`b
GUTTER
TOP OF PAVEMENT OR
TOP OF WALK
RIDGE LINE
SPOT ELI
#57 STONE.
`
BELOW BUILDING
FOOT PRINT
1V GRAVEL ROAD
OUTSIDE BUILDING
FOOT PRINT
1,
N
40 20 0 40 80
SCALE IN FEET
r
E E E E E 1
21
\ .44 9
15$
4 ELIMINATED BIORETENTIO
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`ELEVATION OF WALK 4AN
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� CONTRACTORS SUITABLE -
-, - _ T c ,L \ DENT 0 BUILDING IS 857.67 TYP.
ON' -ENGINEERING IN AR
`. MATERIAL N fN FILL EA _ _ 4=
- - C AT DOORS (SEE D O ;
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PLAY FIELD N ACC RDANCE WITH S&ME -- , OF LA - ..
: .EARTHWORK RECOMMENDATIONS DATED _ - Y \. . ,�' ' .
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RUARY 12 013. CONTRACTOR SHALL \ � FEB , - '..�� .,
LOCATION AND ELEVATION F PLAY -
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ADJUST ELEV 0 LA ��'
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FIELD TO ACCOUNT FOR EARTH BALANCE.
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ISSUED FOR: DATE: BY:
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BID/PERMIT
1/18/13
CJC
U
PERMIT
2/13/13
CJC
0
PERMIT
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CJC
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3/6/13
CJC
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4/2/13
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STORM SEWER NOTES
1. ALL PIPE STUBS FROM STRUCTURES FOR FUTURE CONNECTIONS SHALL BE INSTALLED
WITH REMOVABLE WATERTIGHT PLUGS, PLACED FROM WITHIN THE STRUCTURE.
2. FOR APPLICABLE RING AND COVER, SEE NCDOT STANDARD DETAIL -MANHOLE RING AND
COVER CASTING DETAIL.
3. PROVIDE MINIMUM 8' SOLID WALL BETWEEN ALL OPENINGS FOR PIPES. SEAL BETWEEN
PIPE AND STRUCTURE WITH NON SHRINK GROUT.
4. ALL BRICK SHALL BE CONCRETE OR CLAY BRICK AND SHALL HAVE A MINIMUM 3/4-
CEMENT PLASTER COATING ON ALL SURFACES.
5. PRECAST AND CAST -IN -PLACE MANHOLES, CATCH BASINS, AND GRATE INLETS ARE
DESIGNED FOR A MAXIMUM DEPTH OF 12 FEET, STRUCTURES IN EXCESS OF 12 FEET.
AS MEASURED FROM THE FINISHED GRADE TO THE INSIDE OF THE BASE SLAB, SHALL
REQUIRE VERIFICATION OF THE STRUCTURAL DESIGN AND SPECIFIC MODIFICATIONS TO
THE REINFORCING REQUIREMENTS FOR THE DEPTH REQUIRED.
6. PRIOR TO PRE -CASTING STRUCTURES, THE PRE -CASTER SHALL SUBMIT SITE SPECIFIC
INDIVIDUAL SHOP DRAWINGS FOR APPROVAL SHOP DRAWINGS SUBMITTED FOR
NON-STANDARD STRUCTURES OR STRUCTURES THAT DEVIATE FROM THE STANDARD
DETAILS MUST BE DESIGNED AND CERTIFIED BY A REGISTERED NORTH CAROLINA
PROFESSIONAL ENGINEER.
7. PRECAST MANHOLES SHALL CONSIST OF A LIMITED NUMBER OF SECTIONS. AS
APPROVED BY THE ENGINEER.
8. ALL PRECAST STRUCTURES SHALL HAVE AN INTEGRAL FLOOR AND BASE RISER
SECTION.
9. ALL REINFORCING STEEL SHALL HAVE A MINIMUM 2" CONCRETE COVER, UNLESS NOTED
ELSEWHERE.
10. PERFORATED PIPE WHERE CALLED FOR ON THE PLAN/TABLE, SHALL ONLY BE
PERFORATED UNDER THE SAND FILTER AND/OR 810 RETENTION BASINS.
11. D.S. -- IN THE PIPE SCHEDULE TABLE REFERS TO DOWN SPOUT, REFER TO DETAIL ON
SHEET C-2.2.
12. F.E.S. - IN THE PIPE SCHEDULE TABLE REFERS TO FLARED END SECTION, REFER TO
DETAIL ON SHEET C-2.2.
13. SLOPES INDICATED IN THE PIPE SCHEDULE TABLE ARE BASED ON CENTER OF
STRUCTURE TO CENTER OF STRUCTURE THE CONTRACTOR SHALL CALCULATE ACTUAL
SLOPES, BASED ON ACTUAL LENGTHS AND GIVEN STRUCTURE INVERTS, IF CONTRACTOR
IS LAYING PIPE WITH LASER.
14. ALL STORM STRUCTURES SHALL BE PER NCDOT SPECS & STANDARD DETAILS: 840.02,
840.03, 840.31, 840.45, 840.46. 840.54, & 840.66.
15. THE FOLLOWING MATERIALS MAY BE USED FOR STORM SEWER PIPING:
-HDPE: SMOOTH LINED, DUAL WALL, CORRUGATED HIGH DENSITY POLY -ETHYLENE PIPE
--PVC: PVC SDR 35 POLYVINYL CHLORIDE PIPE
OUTLET PROTECTION AND
DESIGNATION, TYP.
SEE DETAIL ON SHEET C-2.2.
e
PIPE SCHEDULE TABLE
PIPE
DW.
1
MATERIAL
LENGTH
SLAP
STRUCTURE
RE
EA
STRUCTURE
A
12"
SOLID
70'
0.50%
#1.1
F.E.S.
B*
12"
PERF.
81'
0.50%
O.C.S. #1
#1.1
C
12"
SOLID
18'
0.50%
O.C.S. #1
FOREBAY/F.E.S.
D
12'
SOLID
123'
1.47%
#1.2
OCS #1
E
6"
SPUZ
4 35'
14.89%
D.S.
WYE
F
8"
SOLID
66'
0.50%
#1.3
#1.2
G
6"
4 26'
15.42%
D.S.
WYE
H
8"
SOLID
115'
0.50%
#1.4
#1.3
1
6'
SOLID
13'
27.69%
D.S.
WYE
J
6'
4 13'
15.38%
D.S.
#1.4
K
8"
SOLID 1,,
83'
0.50%
#1.5
#1.4
L.
6'
115.38%
D.S.
#1.5
M
8"
0.51%
#1.6
#1.5
nSOUDI52'
O
24"
35'
2.17%
#2.1
F.E.S.
P*
18'
SOLID
83'
2.95%
O.C.S. #2
#2.1
Q
12"
SOLID
71'
15.67%
#2.2
OCS #2
R
12"
SOLID
76'
7.89X
#2.3
#2.2
S
12"
SOLID
250'
1,22%
#2.4
#2.3
T
6'
SOLID
65'
6.25%
D.S.
WYE
U
12"
SOLID
ISO'
0.50%
#2.5
#2.4
V
6'
SOLID
71'
4.15X
D.S.
#2.4
W
6"
SOLID
82'
2.98X
D.S.
WYE
x
8"
SOLID
71'
2.82X
WYE
#2.5
Y
18'
SOLID
17'
0.
0-C.S. #2
FOREBAY/F.E.S.
z
12"
SOLID
57'
0.52X
#2.6
OCS #2
AA
12"
SOLID
38'
0.52X
#2.7
#2.6
BB
12"
SOLID
160'
4.30X
#2.8
#2.7
CC
12'
SOLID
15'
67.6759
#2.15
WYE
DD
12"
SOLID
143'
0.50X
#2.9
#2.8
EE
8'
SOLID
22'
0.50%
#2.10
#2.9
FF
12"
SOLID
35'
6.60%
#2.11
#2.8
GG
12"
SOLID
79'
4.75%
#2.12
#2.11
HH
12-
SOLID
250'
3.50%
#2.14
#2.12
II
8"
SOLID
35' 1
X
#2.13
#2.12
.W
12'
SOLID
158'
9.00%
#3.1
OCS #2
KK*
12"
SOLID
70'
O.C.S. #3
#3.1
LS. #1
OP1 "
'~ O F.E.S.,
INVERT=845.25
PIPE SCHEDULE TABLE
PIPE
I.D.
DIA.
MATERIAL
LENGTH
SLOPE
UPSTREAM
STRUCTURE
DOWNSTREAM
STRUCTURE
LL
8"
SOLID
40.
0.50%
#3.2
OCS #3
MM
12"
SOLID
10'
0.50%
O.C.S. #3
FOREBAY/F.E.S.
NN
12-
SOLID
24'
0.50%
#3.3
OCS #3
00
12"
SOLID
120'
2.03X
#3.4
#3.3
PP
12'
SOLID
131,
3.66%
#3.5
#3.4
QQ
12'
1 102'
1.5%
#3.6
#3.5
RR
SOLID
116'
0.50%
#3.7
3.6
SS
-
-
-
-
-
-
TT+
-
-
-
-
-
-
UU
10"
SOLID
126'
1.679
#4.1
#2.9
w-
-
-
-
-
-
WW
10
63'
0.50%
#5.2
xX*
10"
SOLID
W.
8.50%
#5.1
#5.2
YY
10"
SOLID
30'
0.50X
#5.1
FOREBAY/F.E.S.
ZZ
12"
1 SOLID
17'
26.47%
#6.1
F.E.S.
* ON BMP BYPASS PIPE
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i I6" WYE.
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1 �/
all
1 1
--- F.E.S., ---�,
\ 2 INVERT-849.00 C E
I
40 20 0 40 BO
SCALE IN FFFT
LEVEL SPREADER TABLE
I.D. LENGTH ELLVA110H
L.S. #1 40' 840.00
E E-3---E E E E E
#1.2
8"X6' WYE,
INVERT=850.99 #1.3
F
1
r
N o
CONTRACTOR TO INSTALL WYES AND 2'-�
PLAY AREA UNDER DRAIN DRAIN PIPES TO HVAC CONDENSATE •-
Z REFER TO DETAIL ON SHEET LOCATIONS. TYPICAL ALL ROOM UNITS
V) N C-1.3. DAYLIGHT DRAIN SOUTH SIDE OF BUILDING. COORDINATE -
LU WITH MEP DRAWINGS.
Ir
a � I
U
N
Ln
Q4
of
r
� OP 10 #6' 1
a 2Z J r� T V
ROOF DRAIN, TYP.
SEE DETAIL ON
SHEET C-2.2.
Q
E E E ---
R No RISER STRUCTURE. SEE DETAIL STRUCTURE TABLE
O.C.S. - OUTLET CONTROL STRUCTURE, SEE DETAIL
STRUCTURE I.D.
SIZ DW
COMMENT
RIM ELEV.
INV. IN
W. OUT
INV. OUT
24' DLk ¢
NYLOPLAST W/GRATE
850.50
4 12' 845.60
12" 845.60
O.C.S. #1
5'x5' SQUARE
SOLID WALL 4
853.00
12" 849.10
10" 849.10 POND
12" 846.00 BY-PASS
#1.2
3'X2' INLET
CONC W/VALLEY GRATE
857.33
8" 850.92
12" 850.92
#1.3-R
e" DW.
NYLOPLAST W/GRATE
856.00
1 8" 851.24
8" 851.24 21
#1.4-R
8' DIA.8
NYLOPLAST W/GRATE 1
856.00
851.81
Q6' &53.00
8' 851.81
#1.5-R
8' DIA.
NYLOPLAST W/GRATE
$56.00
8" 852.22
6 853.00
8' 852.22
1.6-R
12" DIA.
NYLOPLAST W/GRATE
856.00
8' 85
' 852.6
#1.7-R
-
-
-
-
DELETED
24' DW
NYL OPLAST W GRATE ¢
825.25
do 6' 819.04
4 819.04
O.C.S. #2
6' DIA.
CONCRETE
827.30
12' 823.52
18' 823.52 POND
18' 821.50 BY-PASS
#2.2
4' DIA.
SOLID CASTING
848.00
12" 843.00
12' 834.65
j
#2.3
3'X2' INLET
TYPE E GRATE
850.70
12" 849.00
12' 849.00
#2.4
3'X2' INLET
TYPE E GRATE
856.00
12' do 6' 852.05
12' 852.05
#2.5
3'X2' INLET
TYPE E GRATE
856.05
1 dt B' 853.
12' 853.00
#2.6
4' DLA
SOLID COVER
826.00
12" 823.82
12" 823.82
#2.7
4' DIA,
SOLID COVER
826.40
12" 824.02
12" 824.02
#2.6
4' DLO.
SOLID COVER
836.60
12' 830.19
12' 830.19
#2.9
3'X2' INLET
CONC W/VALLEY GRATE
835.40
8" 830.90
12" 830.90
#2.10
8" DIA.
NYLOPLAST W/GRATE
835.00
N/A
8" 831.01
#2.11
12" DIA.
NYLOPLAST W/GRATE
838.00
12' 832.50
12' 832.50
#2.12
3'X2' INLET
CONC W/VALLEY GRATE
839.85
12' 836.25
8' 836.83
12' 836.25
#2.13
8" DLA.
NYLOPLAST W/GRATE
839.00
N/A
8' 837.00
#2.14
3'X2' INLET
CONC W/VALLEY GRATE
848.60
N/A
12" 845.00
#2.15
3'X2' INLET
CONC W/VALLEY GRATE
839.60
N/A
12" 836.75
#3.1-R
18' DLA.
NYLOPLAST W/GRATE 4
843.00
12' & 6' 837.75
12" 837.75
O.C.S. #3
5' DIA.
CONCRETE
844.00
12" & 8' 641.05
12" $41.05 POND
12" 838.10 BY-PASS
#3.2
12" DIA.
NYLOPLAST W/GRATE
845.00
N/A
8' 841.25
#3.3
3'X2' INLET
TYPE E GRATE
844.00
12" 841.17
12" 841.17
#3.4
3'X2' INLET
TYPE E GRATE
847.60
12" 843.60
12' 843.60
#3.5
3'X2' INLET
TYPE E GRATE
852.39
12" 848.39
12' 848.39
#3.6
3'X2' INLET
TYPE E GRATE l
853.69
8" 849.92
12' 849.92
#3.7-R
18' DW.
NYLOPLAST W/GRATE ¢
853.00
6' 850.50
8" 850.50
#4.1
3'X2' INLET
C NC W ALIEY GRATE
836.00
N/A
10" 833.00
O.C.S. #4
-
-
-
-
-
-
#4.2-R
O.C.S. #5
3'X2' INLET
CONC W/VAIIEY GRATE
855.30
N A
10' 852.10 POND
10" 853.00 BY-PASS
#5.2-R
18" DLA.
NYLOPLAST W/GRATE
853.00
10" 848.75
10' 848.75
#6.1
24" DIA.
NYLAPLAST w/GRATE
831.00
N/A
12" 828.00
'T
T 0 CO Q
1
-8"X6" WYE. #1.4 #1.5
- I NVERT=851.40
ONG
J 0 V,
CONTRACTOR TO INSTALL WYES AND 2
DRAIN PIPES TO HVAC CONDENSATE
LOCATIONS. TYPICAL ALL ROOM UNITS
SOUTH SIDE OF BUILDING. COORDINATE '
WITH MEP DRAWINGS. j
3
6" WYE dt 60' OF 6" TO EAST
�+_t_,-,____DOWNSPOUT, INVERT=855.00
- - -
I
#2.2 #2.3 I #2.4 1 I #2.5
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8" FORATED UNDER DRAIN.
12' PERFORATED UNDER DRAIN, 11 3`EE BMP DETAIL, SHEET C-2.2 �~
MAIN COLLECTORS. SEE BMP 1
F.E.S.. l
0 DETAIL., SHEET C-2.2 F.E.S.. AA -- - 'J
INVERT=a41.o0
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6' PERFORATED UNDER DRAIN #2.11
a_ LATERALS. SEE BMP DETAIL #2.15 CC
d- SHEET C--2.2 ~ `Oftft
BB
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SEE BMP DETAIL, SHEET C-2.2
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INVERT-848.44 --
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BID/PERMIT 1/18/13 CJC U
PERMIT 2/13/13 CJC
PERMIT 3/5/13 CJC w
PERMIT 3/6/13 CJC ,
PERMIT 4/2/13 CJC C>C
W
to
JOB N0.
EDD2077.02A ,,
SHEET cj
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PIPE OUTLET TO FLAT AREA
!Mn wrl I _nrrim n rwAmmm
OTES
11.. L a IS THE LENGTH OF THE RIPRAP APRON.
2. d-1.5 TIMES THE MAXIMUM STONE DIAMETER BUT
NOT LESS THAN 6".
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON
UP THE CHANNEL BANKS TO AN ELEVATION OF 6"
ABOVE THE MAXIMUM TAIL WATER DEPTH OR TO THE
TOP OF THE BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL
FOUNDATION.
• R111 • Lei 211111111111 `
��®�r�i©000■
0L%1 I ]UN rw BLANKET
A �ELEV 840.00, LEVEL
PIPE OUTLET TO WELL-DEFINED CHANNEL
CONSTRUCTION SPECIFICATIONS
° 0
1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES
°
AND GRADES SHOWN IN THE PLAN. COMPACT AND FILL REQUIRED IN THE SUBGRADE TO THE
DENSITY OF THE SURROUNDING UNDISTURBED MATERIAL LOW AREAS IN THE SUBGRADE ON
UNDISTURBED SOIL MAY ALSO BE FILLED BY INCREASING THE RIPRAP THICKNESS.
° °
2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING LIMITS SHOWN
A
A
ON THE PLAN .
_ -
3. FILTER CLO IS REQUIRED AND UST MEET DESIGN REQUIREMENTS AND BE PROPERLY
PROTECTED TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY
2
REMOVING THE RIPRAP AND PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED
°
AREA. ALL CONNECTING JOINTS SHOULD OVERLAP A MINIMUM OF 1 Fr. IF THE DAMAGE IS
°
EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH.
°
4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER.
°
5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE MAXIMUM STONE
O
DIAMETER.
6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE IT SHOULD BE HARD, ANGULAR,
HIGHLY WEATHER -RESISTANT AND WELL GRADED.
PLAN
7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFALL AT THE END. MAKE THE TOP OF
THE RIPRAP AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY BELOW
IT.
LO
8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND
PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT SITE
CONDITIONS, PLACE IT IN THE UPPER SECTION OF THE APRON.
9. IMMEDIATELY AFTER CONSTRUCTION,STABILIZE ALL DISTURBED AREAS WITH VEGETATION
(PRACTICES 6.10, TEMPORARY SEEDING, AND 6.11, PERMANENT SEEDING)
MAINTENANCE
III-1 I I-1 I I,
I t l-i n I III ;III.
AROUND
SECTION AA FILTER
INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY EROSION OR
BELOW THE RIPRAP HAS TAKEN PLACE OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE
BLANKET
ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
OUTLET
STABILIZATION STRUCTURE
NO SCALE
BY-PASS
r NON -SHRINK GROUT
ROUND STRUCTURE - PLAN VIEW
HEIGHT PER PLAN
ROUNDED, HAND RUBBED
NON -SHRINK GROUT CAP
TOOLED JOINTS, TYP.�
4" CONCRETE BLOCK
W/ #3 BAR IN CORES
& GROUTED, NON -SHRINK
n
0
1ft WIDE X 3ft TALL CONCRETE
W/5 REBAR 6" O.C. VERT.
ON UN -DISTURBED EARTH CONTRACTOR SHALL PROTECT LEVEL SPREADER FROM
STORM WATER FLOW AND SEDIMENTATION DURING
CONSTRUCTION. NO STORM WATER SHALL BE DIRECTED TO
THE LEVEL SPREADER UNTIL IT IS CONSTRUCTED AND
FULLY STABILIZED.
LEVEL SPREADER SECTION DETAIL
NO SCALE f u
e 6
STEPS
-PASS CASTINGkk
4
� ae.
s WIER, SEE DETAIL °
TO POND INLET
~- NON -SHRINK GROUT
FILLETS. TYP.
41.
Q4 ELIMINATED ■
SOLID CONCRETE STRUCTURE. SQUARE STRUCTURE -PLAN VIEW
DIMENSIONS PER PLAN Qt ELIMINATED ■
PLAN VIEW CASTING, RIM PER PLAN
ELIMINATED ■
- - - 4 ELIMINATED ■
STEPS, 16" WIDE, 16" O.C.
a
DOT STRUCTURE "
a
s_
WIER, ELEV. PER PLAN a•
INLET & TO POND
ELEV. PER PLAN °
CONCRETE
BY-PASS PIPE
ELEV. PER PLAN
TYPICAL WIER DETAIL
Know what's below.
�I Call before you dig.
1
S
0
SECTION VIEW
OUTLET CONTROL STRUCTURE (O.C.S.) TYP. DETAIL
NO SCALE
SEE SHEET C-2.3 FOR SPECIFIC CONFIGURATIONS
SCHEDULE
DOWNSPOUT
PVC PIPE
WITH BELL
FITTING
4'x4' or 6'
12'
DIA,
5'x5'
12'
DIA.
8'x8'
9'x9'
12'
15'
DIA.
DIA.
10'x10'
15'
DIA.
�ELEV 839.75
#57 WASHED STONE
OVER NON -WOVEN GEOTEXTILE FABRIC
Sft
SUN -DISTURBED EARTH/GRASS/VEGETATION
cn
EXTERIOR FACE OF WALL
7j;gI .1^C69Y•Ll
LENGTH X WIDTH PER GRADING PLAN, C-2.0
PER PLANTINGS
TYP.
- GRADE PERPLAN(LEVEL)
MEDIA SPEC: 85-8 8-12% FINES, 3-5% ORGANIC
MWIPSHALL HAVE A P INDEX BETWEEN 10 &
CONTRACTOR TO SUBMIT TEST RESULTS.
P SPEC: T-10 BERMUDAGRASS SOD i
EXTEND DOWNSPOUT
THROUGH CAP
SCHEDULE 40 PVC CAP
LOOSE FIT (NO ADHESIVE)
CUT TO FIT DOWNSPOUT
SCHEDULE 40 PVC PIPE
RE: SCHEDULE FOR SIZE
REDUCER FITTING
858.00
FINISH FLOOR
FINISHED GRADE
I .I^ dE39.1.4tL @
FOUNDATION LINE
L-
DOWNSPOUT CONNECTION DETAIL
NO SCALE
SLOPE PER
PLANS, TYP.
0.5% MIN.
BIO RETENTION SECTION DETAIL
NO SCALE
LENGTH X WIDTH PER GRADING PLAN, C-2.0
6" OF NCDOT #4 STONE
GRADE PER PLAN (LEVEL)
INVERT, PER PLAN PER STORM PLAN IF CONNECTING 2 STRUCTURES, OTHERWISE
IF SOLE PURPOSE IS TO DRAIN BMP (CONSTRUCT 10-FT O.C.
MEDIA SPEC: CLEAN WASHED SAND MEETING ASTM C33 L
AND CLEAN OUT W/CAP AT END OF EACH 6" RUN).
1.5 X PIPE DIAMETER, MIN.
SAND FILTER SECTION DETAIL
QNO SCALE
Q CONSTRUCTION NOTES FOR SAND FILTERS
CONTRACTOR MAY UTILIZE THESE AREAS AND FACILITIES AS PART OF HIS NPDES PERMIT REQUIREMENTS.
HOWEVER, UPON AND AFTER THE SITE IS STABILIZED, THE CONTRACTOR SHALL COMPLETELY REMOVE ALL
ACCUMULATED SEDIMENT FROM THE BASINS, PIPE, STONE, ETC AS REQUIRED, WHICH MAY INCLUDE
COMPLETE RECONSTRUCTION OF THE FACILIITES, IF NECESSARY, TO ORIGINAL DESIGN. CONTRACTOR SHALL
SUBMIT CONSTRUCTION SEQUENCING FOR THESE FACILITIES TO THE ENGINEER FOR REVIEW AND APPROVAL
PRIOR TO START OF CONSTRUCTION. THESE BASINS, AS DESIGNED, WILL NOT BE PUT INTO OPERATION, OR
ALLOWED TO OPERATE IN THEIR DESIGN CONDITION UNTIL ALL SITE SURFACES ARE STABILIZED AND THE
POTENTIAL FOR SEDIMENTATION RUNOFF HAS BEEN MINIMIZED TO THE GREATEST EXTENT POSSIBLE.
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RISER STRUCTURE,
SEE DETAIL THIS SHEET
BMP BOTTOM -
TOP OF BMP ELEVATION-\ ELEVATION
1L
3
SLOPES UNLESS NOTED
OTHERWISE ON THE PLANS
O.C.S.,
SEE
DETAILS AND TABLES
TOP
OF BMP ELEVATION -
ROCK WEIR,
TOP ELEVATION
2FT. MIN.►I
CONSTRUCT CLAY CORE
SEAL UNDER ROCK WEIR Q¢
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SEE SHEET C-2.
OUTLET/F.E.S.
ELEVATION
E.S. \-SEE NOTE ON UNDERDRAINS AFORE BAY BOTTOM
IN BMP SECTION DETAILS ELEVATION
ALL PIPE AND STRUCTURES SHALL BE SIZE, MATERIAL, THIS SHEET.
LENGTH, AND SLOPE PER THE TABLES ON SHEET C-2.1
B.M.P. CROSS SECTION
NO SCALE
INVERTS) PER TABLE,
SEE SHEET C-2.1
PAVEMENT
DR PIAN FALL OTHER INISH GROUND RISER IS FLUSH WITH C�
DIA. & SLOPE PER TABLE, W �--+ �■�
SEE SHEET C-2.1
RISER DETAILS�kL3O3o'
NO SCALE G- L . Z-
u/i� a
SLOPE, PER PLANS
#57 STONE, 8" THICK, MIN.
12" 3-5' OF SOD
AGREGGATE BASE>i������j��j��j���j! NOTE: CONSTRUCT WHERE SHOWN ON
LANDSCAPE PLAN.
GRAVEL FILTER DETAIL
NO SCALE
Ll
ISSUED FOR:
DATE:
BY:
BID/PERAT
1/18/13
CJC
PERMIT
2/13/13
CJC
PERMIT
3/5/13
CJC
PERMIT
3/6/13
CJC
PERMIT
4/2/13
CJC
JOB NO.
EDD2077.02A
SHEET
C-2.2
P-"-i�■, 1:

ROCK WEIR, SEE
DETAIL ON SHEET
C--2.2.
N O.C.S. #1
#1.1 R 849 O
�
150
Lo
' - -00 $ Q4 MODIFIED DIMENSIONS
00 -, -
1
now amm5immm some
+
1 �
_850
6" PERF. DIST. PIPE,
�•� - SEE DETAIL ON SHEET
UND DRAIN(S)1� C-2.2.
SAND FILTER #1
SCALE: 1 "=20' O.C.S. #2
#2.1-R
828 1
1 /
ROCK WEIR, SEE
r + , DETAIL ON SHEET
C-2.2.
+
CA
1 00
tiLo
�1
-y-�
UNDERDRAIN(S)
SAND FILTER #2
SCALE: 1 "-20'
#3.1-R
ROCK WEIR, SEE
DETAIL ON SHEET O.C.S. #3
C-2.2.
843
_ 1
U
$43
842
0 NO \
Ln
6" PERF. DIST. PIPE,
j_-UNDERDRAIN(S)
�� 1
SEE DETAIL ON SHEET
C-2.2.
m
SAND
FILTER #3
00
SCALE: 1 "=20'
O.C.S. #4
I Mi
Z "�
\
—ROCK WEIR. SEE
a
DETAIL ON SHEET
C-2.2.
o�
BUILDING ROOF LEADER
\l
DIV—I%L I LIV 1 IVIV ZE I —/A
SCALE: 1 "=20'
b1U--Kt I ITV I IVIV AE I —t3
SCALE: 1 '-20'
\ UNDERDRAIN(S)
�1.5 \ �
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. S58
1A ADDED DETAILS
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Z -�-3
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I UNDERDRAIN
2 6" PERF. DIST. PIPE,
\ SEE DETAIL ON SHEET
o C-2.2
Q SAND FILTER 4
-' O.C.S. #5
w SCALE 1"=20'
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ROCK WEIR, SEE
DETAIL ON SHEET
C-2.2.
r
g — 85
6" PERF. DIST. PIPE.
UNDERDRAIN(S) SEE DETAIL ON SHEET -m
C-2.2.
SAND FILTER #5
SCALE: 1 "-20'
5
857
"--BUILDING ROOI
\ 1 �
1310--RETENTION 1—C
SCALE: 1 "=20'
1F LEADER
A4 DELETED DETAILS
Z4 ELIMINATED
18'
INV. 833.00
P�PE�
SOLID
10-/10-� a
0
11
O.C.S. #4
NO SCALE
2'X3' BOX53.11
INV.
LEVEL SPREADER #1
SCALE: 1 "-20'
832.20
BY-PASS
PIPE B
N
0
TO BMP
PIPE C
GRATE CASTING.
BITUMINOUS CURB
INV. 852.10
Al
TRENCH WIDTH
TRENCH
IIIIII WIDTH
I%-
:.
GRADE
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III
I— I C3 1a"-III
_.
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IiI- \II
1�I-1 I
PLAN AEA
ANTI —SEEP COLLAR
NO SCALE
1. CONTRACTOR SHALL INSTALL A MINIMUM OF 2 ANTI -SEEP COLLARS FOR
EACH OUTLET AT JRD POINTS ALONG THE PIPE.
2. OUTLET PIPE AND ANTI -SEEP COLLAR SHALT_ BE CONSTRUCTED AS
EMBANKMENT IS BEING CONSTRUCTION. CONTRACTOR SHALL NOT OPEN
CUT COMPLETED EMBANKMENT TO INSTALL OUTLET PIPE.
INV. &%.10
in
E`!-PASS
PIPE KKK--�
� � a
BEEHIVE OR GRATE CASTING.
IM ELEV 853.00 4
{ WIER, El". 850.50
� 1
- INV. 846.00
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71.8'
�INV. 849.10 INV. 849.10
O.C.S. #1
NO SCALE
QWIER, 825.25
6' DIA. qQ
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Q INV. 821.50
INV. 821.50 "
BY-PASS Q
PIPE P }
Q
INLET
PIPE D
INV. 823.52 ,
NTERSECTION.
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° BY -PASS, -PIPE JJ
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OF
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INV. 841.05
L.
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INV. 841.05
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PERMIT 2/13/13 CJC o
PERMIT 3/5/13 CJC w
PERMIT 3/6/13 CJC L:
PERMIT 4/2/13 CJC Cr
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JOB N0.
EDD2077.02A
SHEET U
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--4 LAGERSTROEMIA INDICA 'BILOXI'
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AND FILTER, SEE DETAIL
--_ ON SHEET C-2.2. INSTALL -
SOD PER NOTES ON L--2.0
3 CERCIS CANADENSIS
J _ -• _ _ -- " - - 7 EUONYMUS ALATUS 'COMPA A' tf 13c a 1
5 MAGNOLIA GRANDIFLORA 'B CKEN'S BROWN BEAUTY' R r
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S E YAP.D -
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3 MAGNOLIA GRANDIFLORA 'LITTLE GEM'
SAND FILTER, SEE DETAIL
-�•,_,�.. _ - ---- - - _v--- -
3 QUERCUS PHELLOS 'HIGHTOWER' ON SHEET C-2.2. INSTALL
RLOUIRE 9 MAGNOLIA GRANDIFLORA 'LITTLE GEM' 24 CANOPY TREES SOD PER NOTES ON L-2.0 �sii�.•Nio+��,��
5 ULMUS PARVIFOLIA 'ALLEE' 40 UNDERSTORY TREES ��v°,t°
200 SHRUBS";.
i 3 MAGNOLIA GRANDIFLORA LITTLE GEM
- — --- 3 ACER RUBRUM 'BRANDYWINE' P-ROVIDLD PLANTINGS: 2 l
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40 UNDERSTORY TREES
200 SHRUBS',9
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jWade Trim Group, Inc. SUMMERFIEL.D CH/
SUMMERFIELD CHARTER ACADEMY
US 220 NORTH
SUMMERFIELD, NC
LANDSCAPE PLAN — SHEET 2
RTER ACADEMY. SUMMFRFIFLD. NC
National
AAW
Heritage .
3850 BROADMOOR SE SUITE 201
GRAND RAPIDS, MI 49512
PHONE: [phone]
FAX: [phone]
803 0' �
NOT VALID FOR CONSTRUCTION
UNLESS SIGNED AND DATED:
a
HS 33
1�
IA WADETRIM
46 Haywood Street, Suite 334
Asheville, NC 28801
828.255.1197
FAX: [phone]
www,wadetrim.com Building relationships on a foundation at excellence
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1 2/13/13 1 F.M., EAST P.L., MISC_ CJC
REV# DATE DESCRIPTION BY

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NOTES:
1. FOR CONTAINER -GROWN TREES, USE FINGERS OR SMALL
HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER
LAYER OF POTTING SOIL; THEN CUT OR PULL APART ANY
ROOTS CIRCLING THE PERIMETER OR THE CONTAINER.
2. AFTER DIGGING HOLE, FILL WITH WATER TO CONFIRM
THAT WATER DRAINS OUT OF THE SOIL. IF HOLE DOES
NOT PERC, DO NOT PLANT TREE. NOTIFY LANDSCAPE
ARCHITECT FOR DIRECTION.
3. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT
PREPARED SOIL IMMEDIATELY AFTER PLANTING.
4, THE PLANTING PROCESS IS SIMILAR FOR DECIDUOUS AND
EVERGREEN TREES.
x = MINIMUM WIDTH OF
PREPARED SOIL FOR TREES
BASE FIRMLY WITH FOOT PRESSURE
SO THAT ROOT BALL DOES NOT SHIFT.
TIGHTEN WEBBED S W MATERIAL ONLY D OM TO KEEP FROM SLIPPING. MJAW FOR SOME TRUNK MOVEMENT.
USE FIGURE -MIT LOOP
AROUND TREE TRUNK
TTEI M STRAP MATERIAL
ARBORTIE OR EQUAL
HARDWOOD STATES OR OTHER
APPROVED STAKE MATERIAL
ALL STAKES SWILL BE DRIVEN OUTSIDE
THE EDGE OF THE ROar BALL
REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICFlIT ROOTS To OVERCOME THE PRDBLEM
WHAT REAUIIRED RE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THE END OF TW FIRST
GROWING SEASON AIFFER PLANTING.
TREES NORMALLY DO NOT NE D TO BE STAKE AND S7 MMG CAN BE K% F X TO THE TREE. STAKING SHOULO BE DONE ONLY
WITH THE APPROVAL OF THE LANDSCAPE AR09W IF IT IS DFIEC ED THAT THE TREE WILL NOT BE ABLE TO SUPPORT TISE]F.
THE FOLLOWING ARE REASONS WILY TREES DO NOT REMAIN SERN%ff
o TREES WITH POOR - QUALITY ROOT RAUIS OR ROOT BALLS THAT WWE BIN CRACKED OR DAMAGED. WACF RATHER TWIN STAP E.
o TREES THAT HAVE GROWN TOO CLOSE TOGETHER IN THE NURSERY, F ERK71W NN WEAK TRU IM INFLECT RATHER TITAN STMKE.
o PLANTING PROCEDURES THAT DO NOT ADEQUATELY TAMP SOILS AROUND THE Roar wLL caRREcT THE PLANTING PROCEDURE
o ROUT BAI t PLACED ON SOFT SOIL TAMP SOILS UNDER RDar SALL PRIM TO PLANW.
o ROUT BN I WITH VERY SANDY SOIL OR VERY WET CLAY SOIL. STAKMG ADVISABLE
o TREES LOCATED IN A Pi" OF EXPREMELY WW CONDITIONS. STAKING ADVISABLE.
TREE STAKING DETAIL -- 1.5 IN. CALIPER OR LESS
TIGHTEN WEBBED STRAP MATERIAL ONLY ENOUGH TO KEEP FROM SLIPPIM. ALLM FOR SOME TRUIN K MOVEMENT.
OM&L THREE STR/WS PER TREE, SPACED EVENLY AROUND THE TRUNK. DWALL AS LOW ON TAUS( AS PQSSIB E.
FTG n-EOF{T LOOP PLASTIC FLAGGING OR aTNER VISUAL
AROUND TREE TRUNK MARKER ON EACH! STRAP.
WEBBED SMATL7idIL
ARBORrIE OR E9olNAL OPTION& METAL OWE ANCHORS
OR
INSTALLED PER MANUFACTURERS
DIRECTKV&
30 IN. LOW
WOOD STAKE
OUTSIDE
TTW of THE STA44ES SHALL BE
- '
REMOVE ALL STAKING AS SOON AS THE TREE FIRS GROWN SUFFICIENT ROM TO OVERCOME THE PROBLEM
THAT RIDUINfD THE TREE TO BE STAKED STATUS SHALL BE REMOVED NO LATER THE END OF THE FIRST
GROWING SEASON AFTER PLANTING,
TREES NORMALLY DO NOT N® TO BE STAKED AND STAKING CAN BE HAMWUL To THE TREE. STAKING SHOULD BE DONE ONLY
WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT F tr 6 EiWEC W THAT THE TREE WILL NOT BE ABLE To SUPPORT "MY.
7MIG Fall ARE REASONSTM{Y TREES DO NOT RE] MAIN STRAIGHT.
TR S WITH POOR-QUALRY ROOT BALLS OR ROOT BALLS THAT HRE BEEN CRACKED OR MANAGED. REJECT FATHER THAN SrAIM
o TREES THAT HAVE GROWN TOO CLOSE TOGETHER IN THE NURSERY; RESULTING IN WEAK TRUNKS. REJECT KATNM THAN STAKE'.
o PLANTING PROCEDURES TTMT DO NOT ADEQUATELY TAMP SOILS AROUND THE ROOT BALL CORRECF THE FKANI MG PROCEDURL
o RODT BAILS PLACED ON SOFT SOT.. TAMP SOWS UNDER ROOT BALL PRIOR TO PLAMMIG.
o ROOT B I S WITH VERY SANITY SOL OR VERY WET CLAY SOL. STAM M ADVISAML
o TREES LOCATED IN A PLACE OF COREMIELY THY OONDITM STMOIMG ADVISABLE.
11
Acer rubrum 'October Glory'
October Glory Red Maple
2
10-12
B&B
A.S.
7
Betula nigra
:River Birch
2"
12-13'
B&B
A.S.3 Stem Max.
9
Carpinus caroliniana
Hornbeam
2"
10-12'
B&B
A.S.
7
Cercis canadensis
l Redbud
445'
7 Gal
A.S.
9
Corn us florida
Dogwood
4-5'
7 Gal
A.S.
7
Lagerstroemia indica'Biloxi'
- - -
Biloxi Crape myrde
64
10 Gal
A.S. 3 Stem Max.
1
-
Liriodendrontulipifera
!Tulip Poplar
2"
12-13'
B&B
A.S.
18
Magnolia grand.'Bracken's Brown Beauty'
Bracken's B.B. Southern Magnolia;
8-9'
B&B
A.S.
21
Magnolia grandiflora Little Gem
Little Gem Southern Magnolia
4-5'
10 Gal
A.S.
2
�Nyssa sylvatica'Wildfire'
Wildfire Blackgum
2"
9-10'
B&B
A.S.
4
�05tryavirginiana
Hophornbeam
6-8'
10 Gal
A.S.
3
;Quercus nuttallii
i,Nuttall Oak
3"
14-16'
B&B
A.S.
3
Quercus phellos
'Willow Oak
2"
11-13'
B&B
A.S.
6
;Quercus phellos'Hightower'
:Hightower Willow Oak
3"
14-16'
B&B
A.S.
7..
Ulmus parvifolia'Allee' -
Allee Chinese Elm
2"
11-13'
B&B
A.S.
4
Zelkova serrata'Green Vase'
Green Vase ZeIkova
2"
11-13'
B&B
A.S.
9
Ilex "Nellie Stevens"
_-
Nellie Stevens Holly
74
B&B
12' D.C.
;Shrubs:
20
Euonymus alatus'Compactus'
Compact Burningbush
3 Gal
T O.C.
114
Ilex cornuta'Carissa'
Larissa Chinese Holly
3 Gal
5' O.C.
73
Itea virginica
Virgina Sweetspire
3 Gal
T O.C.
11
Juniperus chinensis'Sargentii'
�Sargent's Juniper
3 Gal
4' O.C.
21
Juniperus horizontalis "Wiltonii"
Blue Rug Juniper
3 Gal
4' O.C.
50
Juniperus virginiana "Grey Owl" _ ....
Owl Juniper
3 Gal
4' O.C.
17
_ _ _.._.
Lonicera fragrantissima
W'Grey
;Wintergreen Honeysuckle
5Gal
T O.C.
51:Nandi
na'Gulfstream'
IGulfstream Nandina
-_...._,.. _ _....
-
_ ..._
_.._.
3Gal
3' O.C. _
93
:Spiraea japonica'Shirobana'
Shirobana Spires
3 Gal
3' Q.C.
11
Viburnum x burkwoodii
Burkwood Viburnum
3 Gal
4' O.C.
3
Viburnum'Pragense'
;Prague Viburnum
3Gal
G O.C.
SOIL PREPARATION, PLANTING, MAINTENANCE AND LANDSCAPE WARRANTY NOTES:
1. Bioretention areas and sand filter areas shall be prepared per detail on Sheet C-2.2 and sodded with T-10 Bermudagrass to extent shown on plan. Bermudagrass Sod shall be installed between May 15 and July 15. Temporary
TREE STAKING DETAIL -- 1.75 IN. CALIPER OR LARGER irrigation must be provided for all sodded areas and operated/managed by contractor until sod is fully rooted in.
2. Have both sub -grade soils in planting areas and stripped topsoil tested. Determine fertilizer and lime rates from so'NI test results.
3. Soil Preparation:
A.Tree Planting: Prepare soil per `Tree Planting Detail" for individual trees.
TREE PLANTING DETAIL AND TREE STAKING DETAILS B.Planting Areas for Trees/Shrubs/Ornamental Grosses:
• Loosen subgrade to depth of 6 inches with a chisel plow, subsoller, or other suitable device. Spread triple superphosphate over loosened subgrade at rate of 2 lbs. /1000 SF.
NOT TO SCALE • Spread existing stockpiled topsoil over loosened subgrade with a minimum depth of 4 inches; 6 inches if sufficient topsoil is available.
• Spread 4 inches of Grade A quality compost (horticultural grade milled pine bark or commercially -produced compost mixture) and fertilizer, lime and other cmendments as indicated by soil test over topsoil. Rototill entire mixture
to a depth of 6 inches.
4. All disturbed areas not otherwise planted shall be seeded as lawns with John Deere Select Tall Fescue/Kentucky Bluegrass mixture at rate of 8 lbs. /1000 SF.
5. All plants to be installed in accordance with American Association of Nurserymen landscape standards.
6. Spacing of plant materials shall be as shown on drawing or on plant list. The engineer shall review the placement of plant material prior to and after instalation, and reserve the right to adjust layout to accommodate site
conditions and design intent.
7. All plant moterials shall conform to plant schedules. Sizes shall be the minimum stated on the plant list or larger. All measurements shall be in accordance with the latest edition of the "A.A.N. Standards for Nursery Stock."
8. Planting should not proceed until approximate finish grade has been achieved. Such grades should be reviewed and approved by engineer prior to planting. Final finish grades in immediate proximity around plantings should be
hand -shaped to minimize soil compaction and damage to plants.
9. Final plant locations shall be marked by contractor three working days prior to planting for engineer review.
10. Relationship of tree root flare to finish grade:
A.Trees shall be set on flat -tamped or unexcavoted pads at the some relationship to finished grade as they were to the ground from which they were dug, ex;ept as noted below. Plants must be set plumb and braced in position
until topsoil or planting mix has been placed and tamped around the base of the root ball. Improper compaction of the soil around the root ball may result in the tree settling or leaning. Plants shall be set so that they will be
at the same depth and so that the root ball does not shift or move laterally one year later.
Determine the elevation of the root flare and ensure that it is planted at the specified height. This may require that the tree be set higher than the grade n the nursery.
• If the root flare is less than 2 inches below the soil level of the root ball, plant the tree at the appropriate level above the grade to set the flare even wrh the grade. If the flare is more than 2 inches below the soil level at
the center of the root ball, the tree shall be rejected.
• In poorly drained soil conditions, set the root flare 2-3 inches above grade, or as indicated by drawings or as directed by engineer.
11. Cut ropes or strings from the top of shrub root balls and trees smaller than 3 inches caliper after plant has been set. Remove burlap or cloth wrapping aid any wire baskets from around top half of balls. Do not turn under
and bury portions of burlap or wire basket.
A.Completeiy remove any waterproof or water repellant strings or wrappings from the root ball and trunk before backfilling.
12. In areas of slowly draining soils, set top of shrub root balls 2-3 inches higher than proposed finish grades and top of root flare of trees 3-6 inches higheY than proposed finish grades. Provide sufficient, tamped backfill so that
soil does not settle and expose root ball.
13. If for any reason any balled and buriopped (B&B) plant materials need to be stored on site longer than a 24-hour period, their root balls shall be shaded, protected from wind and kept well watered. B&B material shall not be
stored on site longer than 3 days. Containerized plants may be stored on site for a maximum of two (2) weeks, or 14 days. Any plants allowed to dry oIt as determined by the engineer will be rejected.
14. No container grown stock will be accepted if it is root bound.
15. Topsoil shall consist of friable, shredded, and screened soil reasonably free of grass, roots, weeds, sticks, stones or other foreign materials. The topsoil mabrial shall be approved by the engineer prior to placement.
16. Form saucers around trees per `Tree Planting Detail" and around all small trees and large evergreens. Do not place saucers around shrubs.
17. Contractor shall apply engineer approved pre -emergent herbicide to shrub and ground cover planting areas at the time of planting (if spring planted) or the following spring. Contractor shall ensure the plant materials are resistant
to the herbicides properties. Herbicide shall be applied according to manufacturers specifications and in accordance with sound horticultural practices.
18. Thoroughly water ail plants immedioteiy after planting.
19. Stake or guy a tree only when necessary for the specific conditions encountered and with the approval of the engineer. Stakes and guys shall be removed at the end of the first full growing season. Any tree that is not stable
at the and of this time shall be rejected. Locate stakes and guys within mulched planting areas.
20. Mulch all planting areas with 3 inches of shredded pine bark. Where plant beds meet pavements, lawn or steel edging, cut the grade to allow for mulch aid 3-inch drop from adjoining finish grade.
21. Maintenance procedures such as control of invasive weeds, fertilization, animal damage. mulching, restaking, and watering shall be implemented to the extent needed to ensure plant survival for the warranty period.
22. Applications of fertilizer beyond the initial topsoil and seeding shall be based on soil test results and specific plants being fertilized.
23. Guarantee:
A.The contractor shall guarantee ail plant material to be in healthy and flourishing condition for a period of one year from the date of final completion.
B.When the work is accepted in parts, the guarantee periods extend from each of the partial acceptances to the terminal date of the guarantee of the last =eptance. Thus, all guarantee periods terminate at one time.
C.The contractor shall replace, without cost, as soon as weather conditions permit. and within a specified planting period, all plants determined by the engineer to be dead or in an unacceptable condition during and at the end of
the guarantee period. To be considered acceptable, plants shall:
• Be free of dead or dying branches and branch tips. +,`+�"�'+"'�+F,f
• Be full, even and well -formed. RotI�A``+,
• Bear foliage of normal density, size and color. ���,, o ,•��*
• Demonstrate progressive and normal root and top growth. A
• Demonstrate progressive tolerance to typical environmental stresses commensurate with length of establishment. I 4 2 �'
• Show no evidence of significant pests or diseases that would have been present prior to the end of the contractor's maintenance period or that could be i secondary result of such pests of diseases. 1i 1
D.Replacements shall closely match adjacent specimens of the some species. Replacements shall be subject to all requirements stated in this specification.
E. At the end of the guarantee, the contractor shall reset grades that have settled below the proposed grades on the drawings. ,�I.`
24. Maintenance of Exterior Plants: �'•fgS'lf G. >�08��,.••
A.Maintenonce of exterior plants shall begin immediately after each plant is planted and continue until its acceptance has been confirmed by the engineer. `'++/.+,,,00%
B.Maintenance shall consist of pruning, watering, cultivating, weeding, mulching, tightening and repairing guys and stakes, resetting plants to proper grades or upright position, restoring of the planting saucer, and furnishing and
applying such sprays or other materials as necessary to keep plantings free of insects and diseases and in vigorous condition.
C.Planting areas and plants shall be protected at all times against trespassing and damage of all kinds for the duration of the maintenance period. If a plant becomes damaged or injured. it shall be treated or replaced as directed
by the engineer at no additional cost.
D.Watering: Contractor shall irrigate as required to maintain vigorous and healthy growth. Overwatering or flooding shall not be allowed. The contractor shall furnish material. equipment, and water to ensure adequate irrigation.
Root bolls of all trees and large shrubs shall be spot watered using handheld hoses during the first four months after planting, as required to ensure adequate water both within the root bail and within a zone extending 2 ft.
beyond the root ball.
E.During periods of restricted water usage all governmental regulations (permanent and temporary) shall be followed. The contractor may have to transport wafer from ponds or other sources, at no additional expense to the owner
when irrigation systems are unavailable.
• Maintenance Period: Until Final Acceptance has been achieved.
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