20150395 Ver 1_More Info Received_20150428

Strickland, Bev
From: Fred Rash <f rash @thewootencompany.com>
Sent: Tuesday, April 28, 2015 11:17 AM
To: Strickland, Bev
Subject: RE: DWR# 150395 Zebulon Middle School
This message contains attachments delivered via ShareFile.
*Zebu lon_MS_Drainage_95 %CD.pdf (16.8 MB)
Download the attachments by clicking here.
Bev,
Please find the subject project drawings via our ShareFile (link — above).
Fred Rash, P.E., LEED®AP
The Wooten Company
120 North Boylan Avenue
Raleigh, NC - 27603 -1423
919.828.0531 Office
919.834.3589 Facsimile
919.427.9430 Mobile
frash .thewootencompany.com
From: Strickland, Bev [ mai Ito: bev.stricklandCa)ncdenr.govI
Sent: Tuesday, April 28, 2015 11:08 AM
To: Fred Rash
Subject: DWR# 150395 Zebulon Middle School
Mr. Rash,
Can you please send me an electronic copy of the site plans for the project listed above in pdf format?
Thanks,
Bev
Beve�dy Storlicllldarmd, faseorflidl me AdrrflrflstraU)r
NCDENR - Division of Water Resources
Physical: Suite 1219, 512 N Salisbury, NC
Mailing: Mail Service Center 1617, Raleigh, NC 27699 -1617
Phone# 919 - 707 -8789
Email Address: Bev.Strickland @ncdenr.gov
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WAKE COUNTY
PUBLIC SCHOOL SYSTEM
for
1-000 Shephard School Road, Zebulon, N.C. 27597
APRIL 2015
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GENERAL NOTES
L Approximate Locations of Existing Utilities are Shown on Drawings. Notify 811 and Utility
Owners to Mark Location of Existing Utilities at least 72 Hours prior to Commencing
Construction Activity. Contractor Responsible for Verifying Exact Location of These Existing Utilities.
The Cost to Repair These Facilities, if Damaged, shall be the Responsibility of the Contractor.
2. Gas Lines in Conflict within Project Limits to be Relocated by Utility Owner Prior to
Construction Unless Shown Otherwise. Coordinate with Local Utility Company to Verify Utility
Realignment /Relocation Work is Complete Prior to Start of Construction. Contact Frances Grimsley
of PSNC (919) 367 -2714 [OJTice] or (919) 819 -9932 [Cell]. A Mandatory Preconstruction Meeting
with PSNC shall be Required.
3. Temporarily Remove Minor Items as Required for Construction. Minor Items shall Include, but are
Not Limited to: Existing Signs, and Driveway Pipes. Reinstall Items to Their Original Condition at
a Location as Close to Original Location as Practicable.
4. The Contractor shall take Precautions Not to Disturb Existing Property Corner Markers. All Disturbed
Property Corner Markers shall be Replaced by a Registered Land Surveyor at Contractor's Expense.
5. Survey Data (i.e, Horizontal and Vertical Control) Based on State Plane and NAD 83 (2011),
NAVD 88 (Geoid 12).
6. Support Existing Poles, Fences, Culverts, Pavement, Utilities, Curbing and Other Structures
during Construction. Repair Damaged Items to Their Original Condition at No Additional Cost.
7. Remove and Replace Existing Curb & Gutter (Match Ex. Elevation and Location) for Installation
of New Handicap Ramp. Remove to Nearest Joint if within 5' of Full Height Curb;
otherwise Provide New Joint in Curb & Gutter.
& Sidewalk Transitions Shall Not Exceed 12:1 Slope per ADA.
9. Staging Area shall be Delineated with Tree Protection Fencing around Existing Trees and
Sediment Fence.
10. Maintain Access to Driveways at All Times during Construction. Driveway Impacts and Access
during Construction shall be Coordinated with the Owner.
11. Land Disturbance for Project is Less than 1 (One) Acre. Erosion Control Plan Approval is
Not Required, however All Work shall Adhere to Erosion Control Requirements Identified on the
Plan. It is the Contractor's Responsibility to Comply with the Erosion Control Requirements,
Devices, Maintenance, etc. as Indicated on the Plans and as Further Defined in the NCDENR
Erosion and Sediment Control Planning and Design Manual, Latest Edition.
12. One Week prior to Connections being made to Existing Structures and Pipes, a Coordination
Meeting shall be Held between the Contractor, Engineer, and Owner to discuss the Construction
Plan Submitted by the Contractor.
13. All Unsuitable or Excess Soils shall be Removed from the Site and Properly Disposed of at an Approved
or Permitted Facility.
NOTE : ELEVATION OF NEW CURB & GUTTER SHALL BE
ESTABLISHED BY ELEVATION OF EXISTING EDGE
OF PAVEMENT.
6" STONE BASE
COURSE UNDER CURB
SAWCUT EXISTING ASPHALT PAVEMENT
MILL EXISTING PAVEMENT TO 1 -INCH DEPTH FOR 1.5' (MIN.)
ADJACENT TO NEW CURB & GUTTER. PROVIDE 1 -INCH OVERLAY
AFTER INSTALLATION OF CURB & GUTTER. [BASE BID]
- Ex. Asphalt Pavement
Ex. Slope
2' -6" CURB & GUTTER
PROPOSED CURB & GUTTER SECTION
NOT TO SCALE
EROSION CONTROL SEQUENCE
1. In addition to the requirements of this plan and outlined in
the project specifications, the Contractor shall adhere to the
latest NCDENR Sedimentation and Erosion Control Manual
for guidance on construction of measures required by this plan.
Contractor shall also adhere to the Self Inspection and
Self Reporting and NPDES as required under the
Sedimentation Pollution Control Act and NPDES Stormwater
Permit for Construction Activities, NCG 010000. See Plan sheet.
2. Install Erosion Control Devices as Indicated on the Drawings. Clear
only the areas necessary for installation of erosion control measures.
3. Prior to Clearing, Grubbing and Grading, Contact the Resident
Engineer to request Inspection of All Installed Measures.
4. After Engineer has Conducted Inspection and provided
Authorization to Proceed, Clear, Grub, and Grade the Site.
5. Maintain Erosion Control Devices as necessary during Construction
Activities, Inspect Devices after every Rainfall Event and Cleanout
Sediment Fence Outlets and/or Check Dams when Half Full.
6. As Construction Progresses Install Additional Erosion Control
Devices as Indicated on the Drawings, Called for in Specifications,
or as Directed by Engineer.
7. Comply with Ground Stabilization Requirements as required per
the Plan.
8. Establish a Permanent Groundcover for all Disturbed Areas within
14 Days following Completion of Grading.
9. After Site is Stabilized, Request an Inspection by the Engineer.
Upon Approval Offsite Stabilization, Remove All Temporary
Erosion Control Devices, Dress -Out Area and Seed and
Mulch. Install Permanent Erosion Control Measures and
Request Inspection by Engineer.
LEGEND
Existing
PROPOSED
®
TEMPORARY BENCH MARK
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IRON PIPE
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CONCRETE MONUMENT
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TEMP. CONSTRUCTION EASEMENT TCE
PERMANENT DRAINAGE EASEMENT PDE
PUE PERMANENT UTILITY EASEMENT PUE
NOTE REGARDING ANNOTATION:
Existing Features Denoted by Slanted, Title Case Text
PROPOSED FEATURES DENOTED BY UPRIGHT, CAPITALIZED TEXT
Notify NC811 Three Full Working Days Before Digging
Dial 811 or 1- 800 - 632 -4949, or visit www.nc8ll.org
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COVER SHEET
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DATE:
APRIL 2015
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SCALE:
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#600 N. Privette St.
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VER : 1" = 2'
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PIN. 2705473807
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12" CPP J _ ABANDON IN PLACE
1
g
p0 / 96
a, 7 - Rip -Rap
\ °0 ° ° °° °°°° ° Slope
Chain -Link C
Survey Nail \ \ 6 00p° ° FT, °o° X Fence Gates =
ABANDON IN PLACE \ °0000e00000 ° A� 1
Buried Junction Box 292.28 ° ° ° ° ° °°° REMOVE EX. 24" CEDAR AND
°
(Approx. Location REPLACE WITH CEDAR OF SAME
Shown) \ VARIETY 2" CALIPER DBH (MIN.)
\ \ INSTALL NEW CEDAR 5 FEET
TYPE 2 GEOTEXTILE FABRIC w/ 6 INCHES \ \ FROM NEW STORM PIPE
OF #57 STONE FOR PERMANENT MAIN-
TENANCE \ \ 24" Cedar
ACCESSWAY \ \
\ \ 12
292.59
N a !
2 REMOVE &REPLACE u �
REINSTALL GATE AT NEW LOCATION /// I I\ EX. INLET WITH SD -12 0
AT COMPLETION OF PROJECT 1 2' x 2' Drop Inlet
I Rim = 299.82'
Inv. In = 296.95'
Inv. Out= 296.99'
SLOPE STAKING
\
\ LIMITS (TYP.)
\ Asphalt Drive
Field House \I �)
293.07 /
I
�tI
� I
I BEGIN 6' WIDE DITCH
I W/ 6:1 MAX. SIDE SLOPES
I ELEV. = 293.49
SLOPE @ 1.00%
I
NIT ,
Chatha, N0 N Chatha, Zatb -Un Nisa i
0 N. Privette St.
PIN: 2705377899
Property Line
I5' TEMP. CONSTRUCTION
VARIABLE WIDTH PERM. EASEMENT
DRAINAGE EASEMENT
ABANDON I City of Raleigh 12" DIP
Storm Manhole Reuse Water Line
wl Welded Rim Wooded
TCE TCE TCE
E
E
EIP
W
Asphalt Drive
EIP
r VARIABLE WIDTH
I TEMP. CONSTRUCTION EASEMENT N/F
Vick, Penny O. Vick, Robert Co. Jr. NIT
#908 Shepard School Rd. Vick, Lucy 0.
PIN: 2705376998 1904 Shepard School Rd.
ABANDON PIN: 2705375986
Storm Manhole
W/ Welded Rim
House
City of Raleigh
End of Curb £a Gutter 5' WIDE MILLED BUTT JOINT 1" DEEP. Reclaimed Water
this Side of Drive REPLACE WITH 1" SF9.SA ASPHALT Utility Easement
TYPICAL AT ALL EDGES OF OVERLAY.
[ALTERNATE Y] Catch Basin
�_� Rim = 309.91'
TCE TCE a Inv.Out= 305.82'
BID ONLY]
36" Oak EIP
EIP �\
- - - —12" Cedar
now —I
s _
AbANUON IN PLACE �µ�� 12" Cedar'
18 +00
12" Storm Pipe
ABA N
RC
Roof Drain per 19+ DON IN PLACE
z� z
I� 0
W F"'
Q °z z
Q U
�i
O
w
SSMH
Rim = 314.08'
{8� l2 "Cedar pt�i;
8 Record Drawings 1" ASPHALT OVERLAY SF9.SA / UL
a [ALTERNATE BID] 1
b g Concrete
w� Sidewalk
Rip -Rap Slope 10
LOCATE EX. ROOF DRAIN LEADER Coy V
AND CONNECT TO NEW DROP INLET. o q
ti
LOCATE EX. ROOF DRAIN LEADER
AND CONNECT TO NEW CATCH
EXISTING 2" GAS LINE TO BE BASIN. RE- ESTABLISH CURB RAMP
RELOCATED BY GAS COMPANY TO MATCH ORIGINAL.
Building
Roof Drain per i
Record Drawings
REMOVE & REPLACE EX. CURB & GUTTER Yard Inlet
THIS AREA TO ORIGINAL CONDITION Rim = 309.20'
Inv. Out= 306.55
NOTES:
302
300
•;
296
294
290
•
1. REMOVE SECTIONS OF EX. STORM PIPE WHERE SPECIFIED OR
WHEN NECESSARY DUE TO CONFLICT. ALL OTHER EX. STORM
PIPING AND STRUCTURES IDENTIFIED SHALL BE ABANDONED
IN PLACE USING FLOWABLE FILL.
2. PROVIDE MILLED LAP JOINT (BASE BID) ALONG SECTIONS OF
NEW CURB & GUTTER PER DETAIL. REPLACE WITH ASPHALT
SURFACE COURSE SF9.5A.
310
306
304
302
Wool
296
294
284 292
-- -
10 +w 17+00 17 +40
17 +40
1
NIF
Wake County Board of Education
Zebulon Middle School
#1000 Shepard School Rd.
PIN. 2705480231
W-----�
nuE
11U$�� PUE
Asphalt Drive
ti� �L4
Concrete Sidewalk
Yard Inlet
Rim = 311.30'
Inv. Out= 306.83'
z
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m
18 +00
to +nn
V
C
�n
0
�n
0
F
0
m
II
a
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A
310
IM
306
304
302
:ONNECT SD-10 TO EXISTING CATCH BASIN
300
GVTVV
296
294
292
V)
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,�4agltnN •t
DESIGNED BY:
FDR
DRAWN BY:
jth
CHECKED BY:
FDR
PROJECT NO.:
2631 -K
DATE:
APRIL 2015
SCALE:
HOR : 1" = 20'
VER : 1" = 2'
SHEET 4 OF 8
C -1 ■ice
NIT ,
Chatha, N0 N Chatha, Zatb -Un Nisa i
0 N. Privette St.
PIN: 2705377899
Property Line
I5' TEMP. CONSTRUCTION
VARIABLE WIDTH PERM. EASEMENT
DRAINAGE EASEMENT
ABANDON I City of Raleigh 12" DIP
Storm Manhole Reuse Water Line
wl Welded Rim Wooded
TCE TCE TCE
E
E
EIP
W
Asphalt Drive
EIP
r VARIABLE WIDTH
I TEMP. CONSTRUCTION EASEMENT N/F
Vick, Penny O. Vick, Robert Co. Jr. NIT
#908 Shepard School Rd. Vick, Lucy 0.
PIN: 2705376998 1904 Shepard School Rd.
ABANDON PIN: 2705375986
Storm Manhole
W/ Welded Rim
House
City of Raleigh
End of Curb £a Gutter 5' WIDE MILLED BUTT JOINT 1" DEEP. Reclaimed Water
this Side of Drive REPLACE WITH 1" SF9.SA ASPHALT Utility Easement
TYPICAL AT ALL EDGES OF OVERLAY.
[ALTERNATE Y] Catch Basin
�_� Rim = 309.91'
TCE TCE a Inv.Out= 305.82'
BID ONLY]
36" Oak EIP
EIP �\
- - - —12" Cedar
now —I
s _
AbANUON IN PLACE �µ�� 12" Cedar'
18 +00
12" Storm Pipe
ABA N
RC
Roof Drain per 19+ DON IN PLACE
z� z
I� 0
W F"'
Q °z z
Q U
�i
O
w
SSMH
Rim = 314.08'
{8� l2 "Cedar pt�i;
8 Record Drawings 1" ASPHALT OVERLAY SF9.SA / UL
a [ALTERNATE BID] 1
b g Concrete
w� Sidewalk
Rip -Rap Slope 10
LOCATE EX. ROOF DRAIN LEADER Coy V
AND CONNECT TO NEW DROP INLET. o q
ti
LOCATE EX. ROOF DRAIN LEADER
AND CONNECT TO NEW CATCH
EXISTING 2" GAS LINE TO BE BASIN. RE- ESTABLISH CURB RAMP
RELOCATED BY GAS COMPANY TO MATCH ORIGINAL.
Building
Roof Drain per i
Record Drawings
REMOVE & REPLACE EX. CURB & GUTTER Yard Inlet
THIS AREA TO ORIGINAL CONDITION Rim = 309.20'
Inv. Out= 306.55
NOTES:
302
300
•;
296
294
290
•
1. REMOVE SECTIONS OF EX. STORM PIPE WHERE SPECIFIED OR
WHEN NECESSARY DUE TO CONFLICT. ALL OTHER EX. STORM
PIPING AND STRUCTURES IDENTIFIED SHALL BE ABANDONED
IN PLACE USING FLOWABLE FILL.
2. PROVIDE MILLED LAP JOINT (BASE BID) ALONG SECTIONS OF
NEW CURB & GUTTER PER DETAIL. REPLACE WITH ASPHALT
SURFACE COURSE SF9.5A.
310
306
304
302
Wool
296
294
284 292
-- -
10 +w 17+00 17 +40
17 +40
1
NIF
Wake County Board of Education
Zebulon Middle School
#1000 Shepard School Rd.
PIN. 2705480231
W-----�
nuE
11U$�� PUE
Asphalt Drive
ti� �L4
Concrete Sidewalk
Yard Inlet
Rim = 311.30'
Inv. Out= 306.83'
z
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m
18 +00
to +nn
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C
�n
0
�n
0
F
0
m
II
a
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310
IM
306
304
302
:ONNECT SD-10 TO EXISTING CATCH BASIN
300
GVTVV
296
294
292
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,.•�'�(N FARO "•.
�'�° of ��y•.
3 If
,�4agltnN •t
DESIGNED BY:
FDR
DRAWN BY:
jth
CHECKED BY:
FDR
PROJECT NO.:
2631 -K
DATE:
APRIL 2015
SCALE:
HOR : 1" = 20'
VER : 1" = 2'
SHEET 4 OF 8
C -1 ■ice
302
300
•;
296
294
290
•
1. REMOVE SECTIONS OF EX. STORM PIPE WHERE SPECIFIED OR
WHEN NECESSARY DUE TO CONFLICT. ALL OTHER EX. STORM
PIPING AND STRUCTURES IDENTIFIED SHALL BE ABANDONED
IN PLACE USING FLOWABLE FILL.
2. PROVIDE MILLED LAP JOINT (BASE BID) ALONG SECTIONS OF
NEW CURB & GUTTER PER DETAIL. REPLACE WITH ASPHALT
SURFACE COURSE SF9.5A.
310
306
304
302
Wool
296
294
284 292
-- -
10 +w 17+00 17 +40
17 +40
1
NIF
Wake County Board of Education
Zebulon Middle School
#1000 Shepard School Rd.
PIN. 2705480231
W-----�
nuE
11U$�� PUE
Asphalt Drive
ti� �L4
Concrete Sidewalk
Yard Inlet
Rim = 311.30'
Inv. Out= 306.83'
z
U)
m
18 +00
to +nn
V
C
�n
0
�n
0
F
0
m
II
a
A
P.
A
310
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306
304
302
:ONNECT SD-10 TO EXISTING CATCH BASIN
300
GVTVV
296
294
292
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3 If
,�4agltnN •t
DESIGNED BY:
FDR
DRAWN BY:
jth
CHECKED BY:
FDR
PROJECT NO.:
2631 -K
DATE:
APRIL 2015
SCALE:
HOR : 1" = 20'
VER : 1" = 2'
SHEET 4 OF 8
C -1 ■ice
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�'�° of ��y•.
3 If
,�4agltnN •t
DESIGNED BY:
FDR
DRAWN BY:
jth
CHECKED BY:
FDR
PROJECT NO.:
2631 -K
DATE:
APRIL 2015
SCALE:
HOR : 1" = 20'
VER : 1" = 2'
SHEET 4 OF 8
C -1 ■ice
Q
Z
J
Q0
LLJU
L M
Z OD
(n J LU
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�'�° of ��y•.
3 If
,�4agltnN •t
DESIGNED BY:
FDR
DRAWN BY:
jth
CHECKED BY:
FDR
PROJECT NO.:
2631 -K
DATE:
APRIL 2015
SCALE:
HOR : 1" = 20'
VER : 1" = 2'
SHEET 4 OF 8
C -1 ■ice

Y
v
f
0\
v�
d. J
EV
wou
S d C
fa +n 4 `
O w N i
N
b
6
r.
/ b
62 I
L
96Z / 30" Pine'
M
Chain -Link
Fence Gate
N.C. GRID NORTH (NAD8312011)
Approx. Location of
Buried Junction Box
Block Retaining Wall
Backflow Preventer Enclosure
Asphalt Cm
orth
238 Privetteo
rWaterLt�e N R
6 Cl A phalt Paveyru
Asphalt Drive P 15" CPP
2" Gas Line
rl
>Z
v
�i
L
306
a
N
a
Q
s
a
a d Inv. Ont= 294.94'
�7Y
15" CPP
Inv. In = 295.75'
`,. 11 NIF
Riley, James Riley, Darlene
Sediment Fence 4805 N. Pruett¢ St.
PIN: 2705379922
M 2" C; r:
ABANDON
Storm Manhole
wl Welded Rim
304
w
z
Z
J
~
m
292
ril
UN��
Riparian Buffer
0
u
'Z-' 106
N
Q O+ OM M
302
0� +0
N II II
} Z
N N N
a
TRANSITIONS FROM DISSIPATOR TO RIPARIAN BUFFER.
II II II
0 O H
U
a II
LA f
'^ 0� PROPOSED GRADE
290
�n o!
?
LL
Ovv
E
300
>zz
Z
18.29 L.F. OF 15" RCP @ 2.00%
O
a
Q O y
O=
z
W
12" DIP Reclaimed Water
296
294
z
f
N
306
302
300
296
294
292
290
1
✓O)1
&11
S
4lf AQLP� �61)
Backflow Preventer Enclosure
Approx. Location of
Buried Junction Box
304
302
300
296
294
292
290
Existing Grade
�i C)
ZMCD
K N ti
Co
Q N N
OHUn
En �
to II
OOOtO
�GQ
� 1$
(0
01 M O
M Go 288
F ^ ^
=)veo
0 C4
Z .Z
286 ~ z z
21 +00 21 +50
�o' ,
, % i Building
I I ,
\ `Cos
NIF `
f Board of Education
Middle School `
epard School Rd.
o�n�e anoxi
� l \
c�
o�
o�
8�
�J
z
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a
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N N II
Q f
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N
u
0
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Asphalt
Drive
304
302
300
296
294
292
290
12" Reclaimed Water
LINE CHANNEL OUTLET WITH
CLASS'B' RIP -RAP 18" THICK
6.5 TONS, 10 S.Y. FILTER FABRIC —
DISSIPATER:
T WIDE @ OUTLET
8' WIDE @ END
12' LONG
_ 4
-7
Riparian Buffer
Zone 1
w
PRECAST CONCRETE ENDWALL
NCDOT STANDARD 838.80
(SEE DETAIL 13 / C -3.2)
Chain -Link Fence Gate +/
AV
ss
m
I
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o
wow
N d
U ti
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Q
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x
287 A
U
2860 / Z
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0000 0 TOP OF WALL = 288.63
� z
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292
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Maf M
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V
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In
TRANSITIONS FROM DISSIPATOR TO RIPARIAN BUFFER.
II II II
O
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>
290
0 n cD
?
LL
Ovv
E
SLOPES OR FLATTER WITH AMERICAN EXCELSIOR CURLEX•,
>zz
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18.29 L.F. OF 15" RCP @ 2.00%
O
a
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O=
z
W
288
f'J
p OR
20 +00
20+50
306
302
300
296
294
292
290
1
✓O)1
&11
S
4lf AQLP� �61)
Backflow Preventer Enclosure
Approx. Location of
Buried Junction Box
304
302
300
296
294
292
290
Existing Grade
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ZMCD
K N ti
Co
Q N N
OHUn
En �
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� 1$
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0 C4
Z .Z
286 ~ z z
21 +00 21 +50
�o' ,
, % i Building
I I ,
\ `Cos
NIF `
f Board of Education
Middle School `
epard School Rd.
o�n�e anoxi
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Drive
304
302
300
296
294
292
290
12" Reclaimed Water
LINE CHANNEL OUTLET WITH
CLASS'B' RIP -RAP 18" THICK
6.5 TONS, 10 S.Y. FILTER FABRIC —
DISSIPATER:
T WIDE @ OUTLET
8' WIDE @ END
12' LONG
_ 4
-7
Riparian Buffer
Zone 1
w
PRECAST CONCRETE ENDWALL
NCDOT STANDARD 838.80
(SEE DETAIL 13 / C -3.2)
Chain -Link Fence Gate +/
AV
ss
m
I
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o
wow
N d
U ti
v O
Q
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287 A
U
2860 / Z
O O ��
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0000 0 TOP OF WALL = 288.63
� z
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W
� Q
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DESIGNED BY:
FDR
DRAWN BY:
ith
CHECKED BY:
FDR
PROJECT NO.:
2631 - K
DATE:
APRIL 2015
SCALE:
AS SHOWN
SHEET S OF 8
C -1.3
I
w
Z
J
~
ZU
N
V
Riparian Buffer
w
Zone z NOTES:
wo
U
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END SUCH THAT NO OVERFALL SHALL OCCUR AS RUNOFF
In
TRANSITIONS FROM DISSIPATOR TO RIPARIAN BUFFER.
U
2. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR
PRECAST CONCRETE ENDWALL SIGNED AND SEALED BY
O
C x d
LL
3. STABILIZE REMAINING DISTURBED AREAS HAVING 3:1
E
SLOPES OR FLATTER WITH AMERICAN EXCELSIOR CURLEX•,
J
Z
J
7 Yl
O
a
Q O y
O=
SCALE: I" = 5'
W
f'J
p OR
z
m J
Y
LU
w
Z
w
z
o
w
O w
N a
w
W
� Q
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DESIGNED BY:
FDR
DRAWN BY:
ith
CHECKED BY:
FDR
PROJECT NO.:
2631 - K
DATE:
APRIL 2015
SCALE:
AS SHOWN
SHEET S OF 8
C -1.3
I
Q
Z
J
QK
Riparian Buffer
Zone z NOTES:
wo
1. KEY -IN RIP -RAP AND FILTER FABRIC AT DOWNSTREAM
} Z
END SUCH THAT NO OVERFALL SHALL OCCUR AS RUNOFF
In
TRANSITIONS FROM DISSIPATOR TO RIPARIAN BUFFER.
J
2. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR
PRECAST CONCRETE ENDWALL SIGNED AND SEALED BY
O
AN N.C. PROFESSIONAL ENGINEER.
Lq
3. STABILIZE REMAINING DISTURBED AREAS HAVING 3:1
U
SLOPES OR FLATTER WITH AMERICAN EXCELSIOR CURLEX•,
J
NET - FREE'' OR EQUAL.
a
5' 0' 5' 10' 15'
SCALE: I" = 5'
Z
0
LU
Y
Z
m
W
N
O w
N a
w
W
� Q
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z�
09
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DESIGNED BY:
FDR
DRAWN BY:
ith
CHECKED BY:
FDR
PROJECT NO.:
2631 - K
DATE:
APRIL 2015
SCALE:
AS SHOWN
SHEET S OF 8
C -1.3
I

Reclaimed Water MH
r1
0
Ln
LU
'a
W W
..i (A
r
i
C
C
N
M �
h �
Emo
P vi
�
oo C
� � c
SSMH
Rim = 290.25'
Survey Nail
Reuse Water Warning Post
7i'erf e
' qze
2,h
NIF
Town of Zebulon
#600 N. Privette St.
PIN. 2705476430
S�
er
SS
Top of Aerial Sanitary
Sewer Crossing = 285.34'
CONSTRUCTION LIMITS
TYPE 2 GEOTEXTILE FABRIC W/
6 INCHES OF SURGE STONE FOR
TEMPORARY CONSTRUCTION
ACCESS AND STAGING AREA
NIF
Town Of Zebulon
#600 N. Privette St.
PIN: 2705476430
BEGIN CHANNEL -
STA. 10 +44.74
INV. = 284.83
Rip -Rap
c-, Lill
q
b � i
4> � qq q�j gffi q
_W
Top of Bank
I �
10
QC !3]1
i
Property Line I "
1
Shed
O
—� 15" Oak
Iom,
m
� °Survey Nail
i
Chain -Link Fence
SSMH
Rim = 291.14'
Inv. In = 284.17'
Inv Out= 284.19'
i'
a
K o I
I y � 1
15" CMP Storm Pipe
based on Record Drawings
dated March 1997
(Not Evidenced in Survey) .
Property Line
\\.\ I//
36" Pine
j
NIF
Montague, Rachel F.
n #804 N. Privette St.
PIN: 2705473807
O
o �
x y
x
o
°p 15" RCP
w
N Inv. - 286.58'
0
30" Pine 1 "jrTCE
Shed ui
18" Maple 1 /////��� F PP w/ Guy U
LPO, 20" Oak ll' � �--
"'O 20" Sycamore �-- ���
O — -
-Reuse Water Warning Post 18' Maple
— — — — — — C
290 - --
291 —_� - --
— Reuse Water —,-29 1, 290-- ��.�,V - - — — — — — — —
TEMP. CONSTRUCTION EASEMENT
REMOVE APPROXIMATELY 20 L.F.
OF EXISTING 15" RCP. CUT PIPE
AT PROPERLY LINE AND ABANDON
IN PLACE.
,15" Cedar
City of Raleigh
12' DIP Reuse Water Line
C__­1
N o rth
" Guy
PP wl
S�
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v
-
_-
Ln
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z
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caro�ina�
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Rip-Rap
W- --- -X�— -F
a
z
LU
�
- -�: X et
p
F_
o
PO
Chain -Link Fence
Survey Nail
O
REMOVE Existing Sediment Fence
Property Line
� Z.
H
F-H
Q°zz
�QU
h�l O
to
z
O
W
40" Maple
O 30 Oakl
10" Oak
M
Warning Post — - -- - -- 291 - 0 - -- - - - - --
C3.1 - - - - -- —_ - -_. 232 - -- -- — --
2 City of Raleigh —�
Reclaimed Water
Utility Easement Yard Inlet
BEGIN DITCH 3 Top = 290.36
STA. 11+00.00 Inv. = 287.66
ELEV. = 209.05
SLOPE STAKING
LIMITS (TYP.)
J�
SS STABILIZE GRADED AREAS
\ USING AMERICAN EXCELSIOR
CURLEX, NET -FREE, OR EQUAL
I
I
' I
I
I
I
TCE—
rCE��TCE
TYP. / 1
NIF
Wake County Board of Education
Zebulon Middle School
#1000 Shepard School Rd.
PIN: 2705480231
TEMPORARY CONSTRUCTION EASEMENT
rcE
_
Ci-
" Guy
PP wl
z
o
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v
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_-
Ln
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z
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W- --- -X�— -F
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— Benches -- -- -' — —
36" Oak - _ . —,—
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-- - - -- — Q 3
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—_ LU
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z
"
Z
BEGIN DITCH
292 LU
09
Z
m J
STA. 13 +61.91 (5' L.)
Z W
°
N
LY
O
W
Y
0
z
ELEV. = 291.50
4~'1
=
z
0
Z
U
N
a
REMOVE GRATE FROM EX. YARD INLET AND
FILL WITH GROUT. ABANDON IN PLACE.
CONSTRUCTION LIMITS
NOTE:
FIELD DRAINS POORLY WITH WET /SOFT AREAS POSSIBLE IN WORK ZONE.
REPAIR AND RE- ESTABLISH GRADE AND SEED AND STABILZE WORK ZONE
AFTER INSTALLATION OF STORM DRAINAGE STRUCTURES WITH PERMANENT
SEED MIX. STABILZE ALL DISTURBED AREAS USING AMERICAN EXCELSIOR
CURLEX', NET -FREE, OR EQUAL UNLESS OTHERWISE SPECIFIED.
I
II
I I
I I
I I
I I
I I
I I
I 1
II
LLuse] II
I I
1
I I
20' 0' 20' 40' 60'
SCALE: 1"=20'
c
vA Z. ARoZ, VII
', C a
' ��haN��,a<.aN 0•
411 -Is
DESIGNED BY:
FDR
DRAWN BY:
jth
CHECKED BY:
FDR
PROJECT NO.:
2631 -K
DATE:
APRIL 2015
SCALE:
HOR : 1" = 20'
VER : 1" = 2'
SHEET 6 OF H
C -2.1
Z
J
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LU
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411 -Is
DESIGNED BY:
FDR
DRAWN BY:
jth
CHECKED BY:
FDR
PROJECT NO.:
2631 -K
DATE:
APRIL 2015
SCALE:
HOR : 1" = 20'
VER : 1" = 2'
SHEET 6 OF H
C -2.1

0
.ri
MINIMUM 10
LINE WIRES
8' -0" MAXIMUM
-9 FRONT VIEW
IMUM 12 -1/2 GAUGE
_RMEDIATE WIRES
GRADE
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE FABRIC
NOTE: _-
o
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA FILL SLOPE
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW.
2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO n GRADE
PROVIDE STORAGE VOLUME FOR THE NEXT RAIN
AND TO REMOVE PRESSURE ON THE SILT 6" MINIMUM COVER
FENCE. o OVER SKIRT '
I
SKIRT AS DIRECTED
ENGINEER
SIDE VIEW
�i STANDARD TEMPORARY SILT FENCE
kC-3.11 NOT TO SCALE
M
b
A
0
A
UU
M
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M O
''i O
A
In
U
W rA
O
U
4)
4o
0 A
Res to
CD
� I
o
ao��F
TOP OF SILT
MUST BE AT
ABOVE THE
THE WASHEC
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
STEEL POST,
WOVEN WIRE FABRIC
HARDWARE CLOTH
1) Ground Stabilization*
FILTER OF #57--�
WASHED STONE
AND HARDWARE
STEEL POST SET CLOTH IN TRENCH.
MAX 2' APART
MIN 2' INTO SOLID GROUND
SECTION VIEW
T FILTER FABRIC APRON
ON GROUND
`BURY 6" UPPER EDGE OF
BURY WIRE FENCE AND 41 FILTER FABRIC APRON IN TRENCH
HARDWARE CLOTH
21 STANDARD SILT FENCE OUTLET
C -3.1 I NOT TO SCALE
Site Area
Stabilization
I Stabilization ]'line
Description
Time l -ranee
I Frame Exceptions
• Perimeter dikes,
N
swales, ditches
7days
None
and slopes
PROPOSED STREET,
WHICHEVER IS
M
• High Qualin-
GREATER.
� m
Water(HQN')
7 da%s
None
Zones
CD
a
If slopes are 10' or
• Slopes steeper
d ays
less in length and are
than 3:1
not steeper than 2:1,
Z
z
14 days are allowed.
7-days for slopes
• Slopes 3:1 or
I-. dacs
greater than 50 feet
flatter
4
in length
• All other areas
a¢oN
None
with slopes flatter
14 daN s
(except for
than 4:1
u•
pertmeters and
Rom
H W Zones
• "Extensions of time may be approved by the permitting authority
based on weatherorother site specific conditions that make compliance
impracticable." (Section ILB(2)(b))
The major change in the Permit from the prevou s one is the shorter
times to apply ground stabilization such as mulch, wheat straw, or
grasses. The NC laws and rules relating to the Sediment Act require,
in most places, ground stabifization within 21 days. Based on the new
EPA requirements and 9-mmths' work with a permit advisory group,
CTAG, the Division and EPA-developed permit, now caraains
requirements for ground cover within 14, and in some places, 7 days.
2) Building vIasres Handling
• No paint or liquid wastes in stream or storm drains
• Dedicated areas for demolition, construction and other
wastes must be located 50' from storm drains and streams
unless no reasonable alternatives available.
• Earthen - material stockpiles anus be located 50' from storm
drains and streams unless no reasonable alternatives
available.
• Concrete materials must be controlled to avoid contact with
surface waters, wetlands. or buffers.
3) Discharges to Federally- listed Waters
• Requirements are the same as in previous permit.
• The permit allows reduction from the 20 acre minimum if
the Director ofDWQ determines that other BMPs provide
e uivmlent protection.
5i GROUND STABILIZATION REQUIREMENTS
-3.11 NOT TO SCALE
NOTE:
1. INSPECT INLET PROTECTION AND REMOVE SEDIMENT
AFTER EACH RAIN EVENT. GRAVEL SHOULD BE REPLACED
AND REPAIRS MADE AS NEEDED.
STANDARD METAL POSTS 2' -0" IN GROUND
GALVANIZED HARDWARE WIRE
EXTENDS TO TOP OF BOX
# 57 WASHED STONE PLACED TO A HEIGHT
OF 12 " -18" MINIMUM ABOVE TOP OF BOX
GRAVEL YARD INLET PROTECTION
3.1 NOT TO SCALE
MAINTENANCE:
INSPECT AFTER RAINSTORMS FOR EROSION OR FAILURE.
REPAIR ALL WASHED OUT AREAS BY REGRADING, RESEEDING,
AND REINSTALLING MULCH.
91, P-6" 9"
L OVERLAP ALONG EDGES OVERLAP
TOP BOTTOM
t— — — t — — — — —
a STAPLE LOCATIONS (TYP.)
dW
^, t
= C7
o Q F-
t
t ACROSS MIDDLE f0„
t
NETTING OR MTTIW W NG Q
O
— — — — — — — — — — — —
_
INSTALLATION OF LINER:
I. APPLY LIME, FERTILIZER, AND SEED BEFORE LAYING LINER.
2. LAY LINER FROM TOP OF DITCH OR CHANNEL AND UNROLL
IT DOWNGRADE. DO NOT STRETCH OR LEAVE WRINKLES.
3. BURY THE UPSLOPE END IN A SLOT 6" DEEP. PROVIDE
STAPLES AND OVERLAP AS SHOWN ABOVE.
4. PROVIDE TEMPORARY DITCH LINER FOR FULL WIDTH OF
DITCH SECTION.
X61 TEMPORARY DITCH LINER
NOT TO SCALE
PLACE GRAVEL BAGS SUCH THAT
NO GAPS ARE EVIDENT
CATCH BASIN
CURB INLET
FLOW
PONDING AREA FOR
SEDIMENT SEPARATION
BACK OF CURB ,
PLAN VIEW
NOTES:
1. PLACE GRAVEL BAG BARRIER ON GENTLY SLOPING
STREET, WHERE WATER CAN POND AND ALLOW
SEDIMENT TO SEPARATE FROM RUNOFF.
2. USE SAND BAGS OF WOVEN GEOTEXTILE FABRIC
(NOT BURLAP) AND FILL WITH 1/2 INCH (OR SMALLER)
GRAVEL. BAGS MUST BE LAYERED SUCH THAT NO
GAPS ARE EVIDENT,
3. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER
EACH STORM EVENT, SEDIMENT AND GRAVEL MUST
BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY.
4. WHEN INSTALLING CURB INLET PROTECTION DEVICES,
NEVER BLOCK THE CURB INLET.
FLOW
i
NOTE: GRAVEL BAG SHOULD NOT
BE HIGHER THAN TOP OF CURB
ni lino w� or
SECTION VIEW
GRAVEL BAG CURB INLET PROTECTION
NOT TO SCALE
PLAN VIEW
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE CONSTRUCTION
ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD IS NOT REMOVED
BY THE VEHICLE TRAVELING OVER THE STONE, THEN THE TIRES OF THE VEHICLES
MUST BE WASHED BEFORE ENTERING THE PUBLIC ROAD.
3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS ON TO THE PUBLIC ROAD,
THE TOWN WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY RESPONSIBLE
PERSON AS INDICATED ON THE FINANCIAL RESPONSIBILITY FORM. THE MINIMUM
FEE THE TOWN OF WAKE FOREST WILL CHARGE TO CLEAN THE STREETS WILL BE
$300 FOR THE FIRST HOUR AND $200 FOR EACH HOUR THEREAFTER.
EXISTING NEW CONSTRUCTION
ROADWAY
6" MIN.
FABRIC UNDER STONE
CROSS SECTION
TEMPORARY CONSTRUCTION ENTRANCE
NOT TO SCALE
12" MIN.
Final Drawing
NOT RELEASED
FOR CONSTRUCTION
(n
Z
_O
mti
W
Cle
100' MIN.
BUT SUFFICIENT TO KEEP
~
SEDIMENT ON SITE
N
2 " -3" STONE TO BE USED -.
25' OR WIDTH OF
EXISTING
ROADWAY
(SURGE STONE OR RAILROAD
BALLAST)
PROPOSED STREET,
WHICHEVER IS
M
GREATER.
PLAN VIEW
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE CONSTRUCTION
ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD IS NOT REMOVED
BY THE VEHICLE TRAVELING OVER THE STONE, THEN THE TIRES OF THE VEHICLES
MUST BE WASHED BEFORE ENTERING THE PUBLIC ROAD.
3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS ON TO THE PUBLIC ROAD,
THE TOWN WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY RESPONSIBLE
PERSON AS INDICATED ON THE FINANCIAL RESPONSIBILITY FORM. THE MINIMUM
FEE THE TOWN OF WAKE FOREST WILL CHARGE TO CLEAN THE STREETS WILL BE
$300 FOR THE FIRST HOUR AND $200 FOR EACH HOUR THEREAFTER.
EXISTING NEW CONSTRUCTION
ROADWAY
6" MIN.
FABRIC UNDER STONE
CROSS SECTION
TEMPORARY CONSTRUCTION ENTRANCE
NOT TO SCALE
12" MIN.
Final Drawing
NOT RELEASED
FOR CONSTRUCTION
(n
Z
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mti
W
Cle
Z
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DESIGNED BY:
FDR
DRAWN BY:
jth
CHECKED BY:
FDR
PROJECT NO.:
2631 - K
DATE:
APRIL 2015
SCALE:
AS NOTED
SHEET 7 OF H
C -3.1
a=
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Q
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CD°
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DESIGNED BY:
FDR
DRAWN BY:
jth
CHECKED BY:
FDR
PROJECT NO.:
2631 - K
DATE:
APRIL 2015
SCALE:
AS NOTED
SHEET 7 OF H
C -3.1

Do
0
4
a
IAP�w�!:21 •
3000 PSI COi / CABC
028 GAS
6" COMPACTED CABC STONE
STANDARD
1 1/2" R.
1 -2 ASPHALT
a et" e
3000 PSI CONC.
0 28 DAYS CABC
6" COMPACTED CARE STONE
SPILL
NOTES:
1. SCORE CURB / VALLEY GUTTER AT 15' O.C.
2. PROVIDE 1/2' EXPANSION JOINTS AT 90' O.C.
3. FOR TRANSITION OF CURB TO CURB OPENING INLET,
SEE STANDARD DETAIL 33.
TOWN OF ZEBULON
SCAIE: DETAIL I
STD. CURB & GUTTER & NOT TO SCALE 3
VALLEY GUTTER DETAIL DA E: HEET
USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 1 CIF 1
OR #OR04 r 00O$tRfs Y
GR 45
A0 IR�IE V' if ey y.
5 + #IE CAP
Ele HEP¢ y 5l X106
1001THA ET OPE _
yI �/ 007E
6
d�
� pe
Ilk
ban y
6
U
Po 80f 3
m "
1E
8'
P5
0 y5
18
#
roof
OHE .1010 -#IG 3
Of tER ROIi .
00 P PL P E$
EA�IG #EP
AT
1 pP R
a-
PERSPECTWE
TOWN OF ZEBULON
2x3 SCALE DETAIL 1
NOT TO SCALE 34
DROP INLET DATE: SHEET I
USE WTH STANDARD SPennCATIONS ONLY JULY 2010 1 OF 1
NOTE:
PRUNE LOWER BRANCHES OF TREE BACK
TO MAIN TRUNK SO THAT REMAINING
HEAD IS APPROX. 1/2 OF TOTAL TREE
HEIGHT
RUBBER HOSE AT CONTACT POINTS
1/4" NYLON CORD �
1't
/3" MINIMUM PINE STRAW
OR BARK MULCH,
SECTIONAL VIEW
WRAP TRUNK OF TREE WITH
STANDARD TREE WRAPPING PAPER
(CRAPE) STARTING FROM BOTTOM
WINDING UPWARDS
UNTIE BALLING STRING FROM BASE
OF TRUNK
ALLOW THIN LATER OF WE TO I
COVER BALL
DEPRES90N FOR WATER ACCUMULATION
BERM SUE TO BE PROMINENT
.)141 COMPACT OUTER EDGE WTH
PEEL RACK BURLAP
BACK FILL 1 PART COMPOST WTH
5 PARTS EXISTING SOIL
COMPACT BACK TILL IN BOTTOM
OF HOE
TOWN OF ZEBULON
SCALE:
TYPICAL TREE STAKING NOT TO
and PLANTING DETAIL DATE:
USE WITH STANDARD SPECIFICATIONS ONLY JULY
DETNL /
SHEET 44
OF 1
2" MIN. SF9.58
SECOND "PATCHING" CUT SEAL JOINT WITH PLANT MIX - COMPACTED
FOR PAVEMENT REPAIR/ EMULSIFIED ASPHALT
PATCHING (CRS -I) 3' OF 119.OB AND 3" OF 825.08
EXISTING PAVING / FIRST "PAVEMENT OPENING
SrcTnN CUT" FOR PIPE INSTALLATION
PIPE I'- 0"
MAX. MAX.
157 STONE OR PLOWABLE
PIPE DIAMETER / ' FILL CONCRETE (NOTE 6)
LESS THAN 14" 12"
la" TO 36" 18"
MORE THAN 36" 24" SEE DETAILS ELSEWHERE
FOR PIPE BEDDING
SECTIONAL VIEW
NOTES:
1. PAVEMENT REPAIRS SHALL HAVE 6" COMPACTED 3" 119.03 AND 3" 1325.013
AND 2" TOPPING OF SF9.SB.
2. TRENCH IS TO BE BACK FILLED IN 6" LIFTS AND COMPACTED TO 98% STANDARD
DENSITY AS DETERMINED BY AASHTO TEST METHOD T -99 OR ASTM D -698
BEFORE PAVEMENT REPAIRS ARE MADE.
3. COMPACTION TEST MAY BE REQUIRED AT REQUEST OF INSPECTOR.
4. ALL EXISTING PAVED STREETS AND SECONDARY ROADS WHICH ARE OPEN CUT TO
INSTALL SEWER OR WATER PIPE, MUST BE REPAIRED ACCORDING TO THIS DETAIL.
5. CABC BACKFILL IS NOT ALLOWED IN ANY PART OF TRENCH WITHIN PAVEMENT.
6. FIBER OPTIC & GAS: #57 STONE OR FLOWABLE FILL CONCRETE (MINIMUM 50 PSI)
BUT MIN. 6" COMPACTED CLASS 11 OR III (DEFINITION IN SECTION 02210 -
PARAGRAPH 3B OF SPECS) FILL OVER TOP OF FIBER OPTIC CABLE OR GAS PIPE.
FULL DEPTH ASPHALT REPAIR
0
°ETAIL 1s
N
en ':
DA E:
M 00
H
An �I
1 OF 1
00 1n
TOP OF PIPE
O
JULY 2010
U
(0.01 CRACK)
N
CID
4'
U Q
145'
aTo
U
9.5'
15.0'
00
n
b o
rH
to
u, d
A
/3" MINIMUM PINE STRAW
OR BARK MULCH,
SECTIONAL VIEW
WRAP TRUNK OF TREE WITH
STANDARD TREE WRAPPING PAPER
(CRAPE) STARTING FROM BOTTOM
WINDING UPWARDS
UNTIE BALLING STRING FROM BASE
OF TRUNK
ALLOW THIN LATER OF WE TO I
COVER BALL
DEPRES90N FOR WATER ACCUMULATION
BERM SUE TO BE PROMINENT
.)141 COMPACT OUTER EDGE WTH
PEEL RACK BURLAP
BACK FILL 1 PART COMPOST WTH
5 PARTS EXISTING SOIL
COMPACT BACK TILL IN BOTTOM
OF HOE
TOWN OF ZEBULON
SCALE:
TYPICAL TREE STAKING NOT TO
and PLANTING DETAIL DATE:
USE WITH STANDARD SPECIFICATIONS ONLY JULY
DETNL /
SHEET 44
OF 1
2" MIN. SF9.58
SECOND "PATCHING" CUT SEAL JOINT WITH PLANT MIX - COMPACTED
FOR PAVEMENT REPAIR/ EMULSIFIED ASPHALT
PATCHING (CRS -I) 3' OF 119.OB AND 3" OF 825.08
EXISTING PAVING / FIRST "PAVEMENT OPENING
SrcTnN CUT" FOR PIPE INSTALLATION
PIPE I'- 0"
MAX. MAX.
157 STONE OR PLOWABLE
PIPE DIAMETER / ' FILL CONCRETE (NOTE 6)
LESS THAN 14" 12"
la" TO 36" 18"
MORE THAN 36" 24" SEE DETAILS ELSEWHERE
FOR PIPE BEDDING
SECTIONAL VIEW
NOTES:
1. PAVEMENT REPAIRS SHALL HAVE 6" COMPACTED 3" 119.03 AND 3" 1325.013
AND 2" TOPPING OF SF9.SB.
2. TRENCH IS TO BE BACK FILLED IN 6" LIFTS AND COMPACTED TO 98% STANDARD
DENSITY AS DETERMINED BY AASHTO TEST METHOD T -99 OR ASTM D -698
BEFORE PAVEMENT REPAIRS ARE MADE.
3. COMPACTION TEST MAY BE REQUIRED AT REQUEST OF INSPECTOR.
4. ALL EXISTING PAVED STREETS AND SECONDARY ROADS WHICH ARE OPEN CUT TO
INSTALL SEWER OR WATER PIPE, MUST BE REPAIRED ACCORDING TO THIS DETAIL.
5. CABC BACKFILL IS NOT ALLOWED IN ANY PART OF TRENCH WITHIN PAVEMENT.
6. FIBER OPTIC & GAS: #57 STONE OR FLOWABLE FILL CONCRETE (MINIMUM 50 PSI)
BUT MIN. 6" COMPACTED CLASS 11 OR III (DEFINITION IN SECTION 02210 -
PARAGRAPH 3B OF SPECS) FILL OVER TOP OF FIBER OPTIC CABLE OR GAS PIPE.
FULL DEPTH ASPHALT REPAIR
1'.`O TO SCALE
°ETAIL 1s
DETAIL FOR UTILITY CUTS
DA E:
SHEET ,
H
JULY 2010
1 OF 1
USE WITH STANDARD $PEtlFMATONS ONLY
Di =INSIDE DIAMETER OF PIPE
MAX.
Do = OUTSIDE DIAMETER OF PIPE
MAX. BURY
B d = TRENCH WIDTH
Ed
H
H
H = BACKFlLL COYER ABOVE
AREAS OF TREE.
TOP OF PIPE
CLASS IV
JULY 2010
II
I I I) I)
(0.01 CRACK)
(0.01 CRACK)
IS
4'
9.5'
145'
I6"
4'
9.5'
15.0'
za'
n
THIS TABLE ASSUMES
TYPE 4
INSTALLATION & NO STONE
BEDDING
100'
1]0'
35
6
ylyl
180'
a2
65
I x
790'
T
]
m
EXCAVATION UNE
AS REQUIRED III TOP OF PIPE IE�II
20 0'_
till)
SPRING ONE I ��
0
COMPACT OUTER BEOONG III -
1 1-11
185' _
TO MINIMUM B5F
STANDARD PROCTOR 71, IFI11=
9
BEDDING
l80' _
SEE SPECIFICATION SECTION _
10
02210 PARAGRAPH 13.
19.0'
ALSO SEE PARAGRAPH 3A
PREP
G�
3
OF
jDo/3
R0P
FU
IN C FABIQ P
i0 BUS N Sr 0T
OOtE
0
Bd
FqPINBF pl° B4cF
SECTIONAL VIEW
I than 150 an (6 ")
NOTES:
75
1. FOR OTHER BURY DEPTHS THAN SHOWN (H), NORTH CAROLINA PE TO PROVIDE
CALCS ON PIPE BURY THAT EXCEED THOSE GIVEN IN THIS CHART FOR
THE
CONDITIONS IN WHICH IT IS PROPOSED TO BE USED.
2" 01
�J' e �'
2. THIS TABLE OF BURY DEPTHS (H) APPLIES EQUALLY TO A CLASS C STONE
BEDDING, TYPE 4 LAYING CONDITIONS.
RoIFa
3. MINIMUM COVER NOT SHOWN BUT NO LESS THAN 12" W/O ENGINEERS
90
APPROVAL UP TO 48" PIPE.
GC, SC
STD. C &G INLET W/HOOD
TOWN OF ZEBULON
SCALE TO SCALE
DETAIL
33
INSTALLATION
SCALE:
DETAR °
80
STD. TRENCH
FOR CONCRETE PIPE
NOT TO SCALE
3s
DAIS:
SHEET I:
USE WTH STANDARD SPEDnCAT10NS ONLY
(FOR CONTRACTOR'S USE)
DATE:
JULY 2010
1 OF 5
USE WITH STANDARD SPECIRCATIONS ONLY
PIPE
MAX.
MAX. BURY
MAX. BURY
Di
Ed
H
H
USE THREE SEPARATE CUTS AS SHOWN IN DETAIL 45 TO AVOID PEELING BARK FROM HEALTHY
AREAS OF TREE.
CLASS 111
CLASS IV
JULY 2010
II
I I I) I)
(0.01 CRACK)
(0.01 CRACK)
IS
4'
9.5'
145'
I6"
4'
9.5'
15.0'
za'
n
12,0'
z3 s'
30
55
100'
1]0'
35
6
I05'
180'
a2
65
130'
790'
48
]
13 5'
20 0'_
54
0
13.0'
185' _
60'
9
TI O'
l80' _
>2"
10
13.0'
19.0'
NOTES:
IN SPITE OF PRECAUTIONS. SOME DAMAGE TO TREES MAY OCCUR.
IN SUCH CASES REPAIR ANY DAMAGE TO CROWN, TRUCK OR ROOT SYSTEM IMMEDIATELY.
- REPAIR ROOTS BY CUTTING OFF THE DAMAGED AREAS AND PAINT THEM WITH TIME PAINT.
SPREAD PEAT MOSS OR MOIST TOPSOIL OVER EXPOSED ROOTS.
- REPAIR DAMAGE TO BARK BY TRIMMING AROUND THE DAMAGED AREA AS SHOWN IN DETAIL 45
TAPER THE CUT TO PROVIDE DRAINAGE AND PAINT WITH TREE PAINT.
- CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE COLLAR AT THE TRUNK OR MAIN BRANCH.
USE THREE SEPARATE CUTS AS SHOWN IN DETAIL 45 TO AVOID PEELING BARK FROM HEALTHY
AREAS OF TREE.
SHEET #:
WEIGHT MAY NOT DEVIATE BY
JULY 2010
II
I I I) I)
INCORRECT CORRECT
BARRIER SHOULD BE INSTALLED AT THE DRIP LINE OF TREE BRANCHES
ORANGE, UV- RESISTANT,
5' -0. HIGH- TENSILE STRENGTH.
�� MAX.
P0.Y BARRICADE FABRIC
�I T - o
e
40" `
WEATHERPROOF SIGN - -
EITHER
SEE NOTES BELOW FOR ILL- POSTS MAY BE
`j)I- 4' DIA. PINE, 2" OA.
CONSTRUCTION AND OAK, OR 1.33 LBAF
SPACING DATA STEEL.
ELEVATIONAL VIEW
Noyes: SUBGRADE
1. INSTALL TREE PROTECTION FENCE AND SIGNAGE PRIOR TO CAVING FOR THE INITIAL
ON SITE INSPECTION BY THE TOM OF ZEBULON CONSTRUCTION INSPECTOR.
2. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
3. LETTERS ARE TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED,
4. SIGNS ARE TO BE PLACED NO GREATER THAN 200' ON CENTER.
5. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AREAS AND 200' ON CENTER THEREAFTER.
6. FOR TREE PROTECTION AREAS LESS THAN 200' M PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTED AREA.
7. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
8. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
9. ADDITIONAL SIGNS MAY BE REQUIRED BY TOWN OF ZESULON PUBLIC WORKS DEPT. BASED ON ACTUAL FIELD CONDITIONS.
a
TOWN OF ZEBULON
80
STANDARD TREE
o ro SCALE
DET &Lie
7.50/8.25
PROTECTION DETAIL
DATE
SHEET IT
GM, SM, ML
Ed ya
6
JULY 2010
i a 1
USE WITH STANDARD SPECIFICATIONS ONLY
Also GC, SC
85% Category I,
95
O0$
Table 1 Equivalent USCS and AASHTO Soil CLassification
r� rr�
STD. TRENCH INSTALLATION
Representative Soil Types
Percent Compaction
SIDD Sail
'
P
Standard
Modified
SHEET #:
WEIGHT MAY NOT DEVIATE BY
JULY 2010
us
F
Proctor
Grawily
IA1-6 ;ZD Y
A1,A3
/
E,
Sand
GW, GP
C
pSI. R &
95
90
N A, IN 01 iti N000
M N
N
BY
Fg
95
Type 2
Do / 24 minimum, not
o.
as
e0
NO
a
90% Category 11,
80
75
95% Category II
or
7.50/8.25
61
d,
Sandy
GM, SM, ML
Ed ya
6
100
95
s
6 p
Also GC, SC
85% Category I,
95
O0$
(Category II)
with less than 20%
PREP
G�
90
OF
��
R0P
FU
IN C FABIQ P
i0 BUS N Sr 0T
OOtE
DOW
FqPINBF pl° B4cF
W L-
I than 150 an (6 ")
fFa h0.AT
75
13. 00/13.25
�� 1- m.
},
49
2" 01
�J' e �'
SRty
PERSPECTIVE
RoIFa
100
90
TOWN OF ZEBULON
GC, SC
STD. C &G INLET W/HOOD
95
SCALE TO SCALE
DETAIL
33
#5 @ 8"
SCALE:
DETAIL
80
DATE:
SHEET 1
NOT TO SCALE
JULY 2010
OF 4
USE WTH STANDARD SPEDnCAT10NS ONLY
3.25/4.00
DATE:
OU
70
APRIL 2015
SCALE:
JULY 2010
Table 1 Equivalent USCS and AASHTO Soil CLassification
for SIDD Soil Designations
STD. TRENCH INSTALLATION
Representative Soil Types
Percent Compaction
SIDD Sail
USCS,
AASHTO
Standard
Modified
SHEET #:
WEIGHT MAY NOT DEVIATE BY
JULY 2010
Proctor
Proctor
Grawily
SAIL SP,
A1,A3
100
95
Sand
GW, GP
1.25
95
90
(Category I)
M N
N
90
95
Type 2
Do / 24 minimum, not
of m
as
e0
less than 75 mm (3 "),
a
90% Category 11,
80
75
95% Category II
or
7.50/8.25
61
59
Sandy
GM, SM, ML
A2,A4
100
95
Silt
Also GC, SC
85% Category I,
95
90
(Category II)
with less than 20%
90% Category II,
90
85
��
...sing #200 sieve
6.00/6.75
85
80
W Li W L.
W L-
I than 150 an (6 ")
80
75
13. 00/13.25
�� 1- m.
},
49
46
SRty
CL, MIT
A5,A6
100
90
Clay
GC, SC
TOWN OF ZEBULON
95
85
(Category 111)
#5 @ 8"
SCALE:
90
80
STD. &G
14.00/15.75
NOT TO SCALE
85
75
DETAIL
3.25/4.00
DATE:
OU
70
APRIL 2015
SCALE:
JULY 2010
45
40
CH
100
90
95
85
90
BO
45
40
TOWN OF ZEBULON
Minimum Compaction Requirements
STD. TRENCH INSTALLATION
S CALE:
DETAIL 1
HEAVY DUTY FRAME, COYER & HOOD
NOT TO SCALE
36
(TRENCH CONDITION SHOWN)
DATE:
SHEET #:
WEIGHT MAY NOT DEVIATE BY
JULY 2010
3 Or 5
USE WITH STANDARD SPECIFICATIONS ONLY
less than 75 area (3 ").
#5 @ 8"
W1 FT.
FOR BAIT SIZE
ELEVATION
PLAN
U.S. FOUNDRY 5181 CUR & GUTTER INLET FRAME
Minimum Compaction Requirements
Installation°
(SHOWN WITH 6420 GRATE)
Haunch
HEAVY DUTY FRAME, COYER & HOOD
Type
Thickness
FRAME. COVER & HOOD WEIGHT = 550 LOS.
DATE:
Type 1
WEIGHT MAY NOT DEVIATE BY
98% Category 1
90% Category I,
MORE THAN -5.0%
less than 75 area (3 ").
#5 @ 8"
95% Category II,
W
if rock foundation, use
3.00/3.75
PERSPECTIVE
1.25
0 0
n
100% Category III
M N
N
6.50/6.75
OC W�
Type 2
Do / 24 minimum, not
of m
- La
3.50/3.75
less than 75 mm (3 "),
a
90% Category 11,
a bl a tin
GO
95% Category II
or
7.50/8.25
Da /12 minimum, at
#5 @ 8"
95% Category III
4.0016.00
WATER FLOW ��SAG<=3
WATER FLOi
10.00/11.50
�yWATER FLOW ZySAG<=3
WATER FLOI
85% Category I,
v1 0
0
1 than 75 rem (3 ").
90% Category II,
90% Category II,
#5 111 on
a Wd
��
or
6.00/6.75
D /t2 minimum, not
95% Category 111
W Li W L.
W L-
I than 150 an (6 ")
3.25/3.50
6.50/6.75
13. 00/13.25
�� 1- m.
},
No compaction
Type 4
less than 75 mm (3 ")
required except If
DET i SHOWING TYPES OF GRATES
5.0
TO BE ED ACCORDING TO WATER FLOW
Category III,
Category III,
TOWN OF ZEBULON
Da /12 minimum, not
use 85%
C INLET W/HOOD
#5 @ 8"
SCALE:
DETAIL 1
Category III
STD. &G
14.00/15.75
NOT TO SCALE
33
4.50/5.00
DETAIL
3.25/4.00
DATE:
SHEET 1
DATE:
APRIL 2015
SCALE:
JULY 2010
2 W 4
USE WIN STANDARD SPECIFICATIONS ONLY
Table 3 Standard TRENCH Installations Soils and
Minimum Compaction Requirements
Installation°
Bedding
Haunch
Lower Side
Type
Thickness
Outer Bedding
DATE:
Type 1
DA /24 minimum. not
98% Category 1
90% Category I,
USE WITH STANDARD SPECIFICATIONS ONLY
less than 75 area (3 ").
#5 @ 8"
95% Category II,
2.00/3.75
if rock foundation, use
3.00/3.75
or
1.25
D./1 m 2 n'mum, not
1.25/2.00
100% Category III
1.25/2.00
less than 150 mm (6")
6.50/6.75
1.50
Type 2
Do / 24 minimum, not
90% Category 1
85% Category I,
3.50/3.75
less than 75 mm (3 "),
or
90% Category 11,
1.50/2.50
If rock foundation, use
95% Category II
or
7.50/8.25
Da /12 minimum, at
#5 @ 8"
95% Category III
4.0016.00
less than 150 mm (6").
4.50/5.50
10.00/11.50
Type 3
DO/24 minimum, not
85% Category I,
851 Category 1,
2.7513.50
1 than 75 rem (3 ").
90% Category II,
90% Category II,
#5 111 on
1/ rock foundation, use
or
or
6.00/6.75
D /t2 minimum, not
95% Category 111
95% Category IN
3.50/4.50
I than 150 an (6 ")
3.25/3.50
6.50/6.75
13. 00/13.25
Dp /24 mnmum nof
No compaction
No compaction
Type 4
less than 75 mm (3 ")
required except If
required. except It
5.0
If rock foundation use
Category III,
Category III,
3.25/4.00
Da /12 minimum, not
use 85%
use 85%
#5 @ 8"
less than 150 mm (6").
Category III
Category III
Notes:
1. Compaction and soils symbols - i.e. "98% Category I" refers to Category I soil
materials with minimum standard Proctor compaction of 98 %. See Table 1 for
equivalent modified Proctor values.
2. The trench top elevation shall be no lower than 0.1 H below finished grade or,
for roadways, its top shall be no lower than an elevation of 0.3 m (1') below
the bottom of the pavement base material.
3. Sail in bedding and haunch zones shall be compacted to at least the some
compaction as specified for the majority of soil in the backfill zone.
4. The trench width shall be wider than shown if required for adequate space to
attain the specified compaction in the haunch and bedding zone.
5. For trench walls that are within 10 degrees of vertical, the compaction or firmness
of the soil in the trench walls and lower side zone need not be considered.
6. For trench walls with greater than 10 degrees slopes that consist of embankment,
the lower side shall be compacted to of least the same compaction as specified
for the soil in the backfill zone.
7. Type 1 installation = relatively high quality material & high compaction effort.
Type 4 installation = little or no control over material and compaction.
SIDE
WT
FOR BAR SIZE
TOWN OF ZEBULON
FT.
MINIMUM
SEAT-
DETAIL 36
STD. TRENCH INSTALLATION
E TO SCALE
MIN. /MAX.
(TRENCH CONDITION SHOWN)
DATE:
SHEET I:
H2(FT.)
JULY 2010
5 or 5
USE WITH STANDARD SPECIFICATIONS ONLY
1.0
#5 @ 8"
NOTES:
w THIS PRECAST ENDWALL WY BE USED FOR THE FOLLOWING
STANDARDS: 838.01, 838.11, 838.21, 838.27, 838.33,
838.39, 838.51, 838.57, 838.63 AND 838.69.
• INSTALL PRECAST ENOWALLS WITH WINGS AND PAY
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 638.
` USE 4000 PSI CONCRETE.
• PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A815
FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING
TO ASTM A185 WITH 2" MIN. CLEARANCE.
• PUCE LIFT HOLES OR PINS IN ACCORDANCE WITH
OSHA STANDARD 1926.704.
IF PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY
CONTRACTOR
• ALL ELEMENTS PRECAST TO MEET ASTM C913.
• WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
• CHAMFER ALL CORNERS In OR HAVE A RADIUS OF 1 ".
NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS
AT e" CTS.THE CONTRACTOR WILL RAVE THE OPTION
TO INCREASE THIS BAR SIZE AS NEEDED.
ENDWALL DIMENSIONS
FT.
MINIMUM
MIN. /MAX.
MIN. /MAX.
MIN. /MAX.
MIN. /MAX.
MIN. /MAX.
PIPE DIA.
BAR SIZE
H11 (FT.)
H2(FT.)
D (FT.)
Will
1112
1.0
#5 @ 8"
1.25/2.00
2.00/3.75
1.25/1.75
3.00/3.75
5.50/6.00
1.25
#5 9 e"
1.25/2.00
3.00/3.75
1.25/2.00
3.50/3.75
6.50/6.75
1.50
#5 @ 8"
1.25/2.00
3.00/4.25
1.50/2.50
3.50/3.75
6.50/6.75
2.0
#5 @ 8"
1.50/2.50
4.00/4.75
1.75/2.50
4.00/4.25
7.50/8.25
2.5
#5 @ 8"
2.50/3.50
4.0016.00
2.0013.00
4.50/5.50
10.00/11.50
3.0
#5 111 8"
3.0013.50
5.00/6.00
2.7513.50
5.25/5.75
11.50111.75
3.5
#5 111 on
3.25/4.50
6.00/6.76
3.25/3.50
6.00/6.75
12.00113.25
4.0
#5 @ S"
3.50/4.50
6.50/7.00
3.25/3.50
6.50/6.75
13. 00/13.25
4.5
#5 @ 8"
4.00/5.00
6.50/8.50
3.25/4.00
7.0019.25
13.50/15.75
5.0
#5 0 8"
4.5015.00
7.00 /8.50
3.25/4.00
7.25/9.25
13.75/15.75
5.5
#5 @ 8"
4.5015.00
7.50/8.50
9.2514.00
7.25/9.25
14.00/15.75
6.0
#5 @ 8"
4.50/5.00
7.50/8.50
3.25/4.00
7.75/9.25
14 "75/16 "75
i3 PRECAST CONCRETE ENDWALL
C -3.2 NOT TO SCALE
I/Z
WNa
DU�
01 �3)�
Fuuw. Yww. .wue�
V \I>u\IID. Y
DOD
OP Ul / / /J'.. e..\
TRANSITION FROM STD.
30" CURB and GUTTER
3'1rER e PERSPECTIVE
30 JOEfpI
TEL
vuK Wu 2
UJIUL
s
• % e !<A- alllu- WI1G-
/ P ON
X01
Of,
TRANSITION FROM
30' VALLEY GUTTER
PERSPECTIVE
TOWN OF ZEBULON
STD. TRANSITION FROM INLET [NO T ro SCALE 33
TO STD. C &GD /RVALLEDI GUTTER DATE SHEET 1
JULY 2010 3 a_
PEEL BACK BURLAP ON
B &B SHRUBS
BACKFlLL 1 PART COMPOSTED
BARK 'WTH 5 PARTS
EXISTING SOL
COMPACT BACKFlLL IN
BOTTOM BE HOLE
SECTIONAL VIEW
TOWN OF ZEBULON
.cue DETNL i
TYPICAL SHRUB NOT TO SCALE 43
PLANTING DETA DATE: 4SET I:
IL
.....__......_._ .,........w,,... ,,.... JULY 2010 1 OF i
Final Drawing
NOT RELEASED
FOR CONSTRUCTION
0
\Lf)
W
w
ALLOW THIN LAYER OF SOIL
Z
J
Ix
TO COVER BALL
IWCE R
ROOT BALL TO BE 1/3 - 112
OF BALL
ABOVE EXISTING GRADE
LUO�
w
�
BASED ON SUL DRAINAGE
2" MINIMUM
PINE STRAW
x
IMPORTED TOP SOIL
OR BARK
U
N ,wry
MULCH
PEEL BACK BURLAP ON
B &B SHRUBS
BACKFlLL 1 PART COMPOSTED
BARK 'WTH 5 PARTS
EXISTING SOL
COMPACT BACKFlLL IN
BOTTOM BE HOLE
SECTIONAL VIEW
TOWN OF ZEBULON
.cue DETNL i
TYPICAL SHRUB NOT TO SCALE 43
PLANTING DETA DATE: 4SET I:
IL
.....__......_._ .,........w,,... ,,.... JULY 2010 1 OF i
Final Drawing
NOT RELEASED
FOR CONSTRUCTION
0
\Lf)
W
Q
w
Z
J
Ix
i~
zV
N
V
LUO�
w
�
rh
11 r-Q
x
G
^ on
U
N ,wry
U) Z
C)
U)
J W
Z
LLJ
o ° :
aC x
LMd
-i
E
Z
0
s.
(D
W
=�
N 0
06 ay
a
7
an
ry
z
m J
LU
w tL
=
D
w
z
=
I-
DO
o
DO
LI l
Y
w
Q
Z
J
0
c�
LUO�
LU
U) Z
U)
J W
OO
LLJ
! /N
O
� O
<
,-1
1r
J
W
a
�z
WL
ry
H
1�
r
o
(�
D
0
DO
LU
N W
LI l
Y
O
Ln
Z
O
W
N
,4411111111111 #1j,
CAROL ''••
.••11�N
9l: L
IF IF III
IF
'11IIg1 N11111
DESIGNED BY:
FOR
DRAWN BY:
jth
CHECKED BY:
FDR
PROJECT NO.:
2631- K
DATE:
APRIL 2015
SCALE:
AS NOTED
SHEET 8 OF 8
C -3.2