20180660 Ver 2_5-Phase 3 Plan Set_20190315

CONTACT INFORMATION
REFERENCES
SURVEY
"BOUNDARY SURVEY OF: GAY FAMILY PARTNERSHIP II"
PREPARED BY ALLIED ASSOCIATES, PA
ALLIED ASSOCIATES JOB NO. PA160922
DATED: 10/26/2016
"TOPOGRAPHIC SURVEY"
PREPARED BY BOHLER ENGINEERING NC, PLLC
BOHLER ENGINEERING JOB NO. NRS162057
DATED: 4/28/17
GEOTECHNICAL INVESTIGATION REPORT:
"SUMMARY OF GEOTECHNICAL EVALUATION, OLD BUNN PROPERTY"
PREPARED BY SUMMIT ENGINEERING, LABORATORY & TESTING, INC.
SUMMIT PROJECT NO. 1203-08R
DATED: 10/05/16
"SUMMARY OF GEOTECHNICAL EVALUATION, 1225 OLD BUNN ROAD PROPERTY"
PREPARED BY SUMMIT ENGINEERING, LABORATORY & TESTING, INC.
SUMMIT PROJECT NO. 1203-08R
DATED: 12/13/16
ENVIRONMENTAL SITE ASSESSMENT
"PHASE 1 ENVIRONMENTAL SITE ASSESSMENT OLD BUNN ROAD SITE"
PREPARED BY SUMMIT ENGINEERING, LABORATORY & TESTING, INC.
SUMMIT PROJECT NO. 4285.500
DATED: 09/30/16
"PHASE 1 ENVIRONMENTAL SITE ASSESSMENT OLD BUNN ROAD SITE"
PREPARED BY SUMMIT ENGINEERING, LABORATORY & TESTING, INC.
SUMMIT PROJECT NO. 4285.500-2
DATED: 12/23/16
TRAFFIC ASSESSMENT
"TRAFFIC IMPACT ANALYSIS FOR AUTUMN LAKES"
PREPARED BY RAMEY KEMP & ASSOCIATES, INC.
DATED: 11/22/16
GOVERNING AGENCIES
TOWN OF ZEBULON PLANNING DEPARTMENT
1003 N. ARENDELL AVENUE
ZEBULON, NC 27597
CONTACT: TERESA PINER, INTERIM PLANNING DIRECTOR
PHONE: [phone]
EMAIL: ZEBU [e-mail]
CITY OF RALEIGH PUBLIC UTILITY DEPARTMENT
ONE EXCHANGE PLAZA
RALEIGH, NC 27601
[phone]
WAKE COUNTY ENVIRONMENTAL SERVICES DEPARTMENT
336 FAYETTEVILLE STREET
RALEIGH, NC 27602
[phone]
NC DEPARTMENT OF TRANSPORTATION DIVISION 5
ONE S. WILMINGTON STREET
RALEIGH, NC 27601
(910))2220-4467070 ►�
O IV lV yd �V Jl R S
GAY FAMILY LIMITED PARTNERSHIP II
104 W HORTON STREET
ZEBULON, NC 27597
BUNN EDGAR ROGER III HEIRS
436 E SECOND STREET
OCEAN ISLE BEACH, NC 28469
DEVELOPER
LGI HOMES, INC.
3037 SHERMAN DR.
LANCASTER, SC 29720
CONTACT - BOBBY MACNAUGHTON
[e-mail]
UTILITY SERVICE CONTACTS
SERVICE
UTILITY / GOVERNING AGENCY
TOWN OF ZEBULON
450 E HORTON STREET
PUBLIC WORKS
ZEBULON, NC 27597
LOT NUMBER(S) BY PHASE
CONTACT: JASON BROWN, SENIONR ENGINEERING INSPECTOR
1970 LF
(919) 795 - 5640 [e-mail]
18" RCP
CONTACT: CHRIS RAY, PUBLIC WORKS DIRECTOR
48 LF
(919) 269 - 5285 [e-mail]
WATER AND SEWER
CITY OF RALEIGH
30" RCP
PUBLIC UTILITIES DEPARTMENT
87 LF
ONE EXCHANGE PLAZA, 6TH FLOOR
269 LF
RALEIGH, NC 27601
42" RCP
ROBERT MASSENGILL - DIRECTOR
140 LF
PHONE: [phone]
MRMWATER AND
STORMWATER MANAGEMENT DIVISION
EROSION CONTROL
127 W. HARGETT STREET, 8TH FLOOR
2080 LF
RALEIGH, NC 27601
LIGHTING
PHONE: [phone]
STREET LIGHTS
PSNC ENERGY
2
150 FAYETTEVILLE STREET
30/25
#570
655'
RALEIGH, NC 27601
5,724'
PHONE: [phone]
ELECTRIC
DUKE ENERGY
UTILITY PLAN - AREA A
411 FAYETTEVILLE STREET
UTILITY PLAN - AREA B
RALEIGH, NC 27601
UTILITY PLAN - AREA C
PHONE: [phone]
TELEPHONE/CABLE
TIME WARNER CABLE
SANITARY PIPE AND STRUCTURE TABLE
2505 ATLANTIC AVENUE #101
TURNING LAKE DRIVE PLAN AND PROFILE
RALEIGH, NC 27604
TURNING LAKE DRIVE PLAN AND PROFILE
PHONE: [phone]
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TC
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057SD0 -PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:34 PM LAST SAVED BY: SKEIDEL
W
LOCATION OF SITE
0 OLD BUNN ROAD
ZEBULON, NC 27597
PIN # 2706615785; 2706729236; 2706514158
S
1000 500 250 0 1000
1"=1000'
ISSUED FOR
CONSTIRUCTION
SIGNATURE DATE SIGNATURE DATE
SIGNATURE DATE
THIS DOCUMENT IS NOT ISSUED BY BOHLER ENGINEERING
FOR CONSTRUCTION WITHOUT THREE (3) SIGNATURES
PROJECT #: NCR162057
REVISION DATE:
INFRASTRUCTURE UCTURE TABLE
INFRASTRUCTURE
PUBLIC
HOA
LOT NUMBER(S) BY PHASE
STORMWATER
LOT NUMBER(S) BY PHASE
15" RCP
1970 LF
1564 LF
18" RCP
907 LF
48 LF
24" RCP
1,336 LF
87 LF
30" RCP
1,294 LF
87 LF
36" RCP
269 LF
154 LF
42" RCP
13 LF
140 LF
48" RCP
148 LF
0 LF
TOTAL
7810 LF
2080 LF
INDIAN SUMMER STREET
LIGHTING
30/25
STREET LIGHTS
37
2
WAKE COUNTY, NORTH CAROLINA
SITE
LOCATION MAP
COPYRIGHT 2010 NAVTEO & 2016 MICROSOFT CORPORATION
HOMES
TM
o00i i LER
77(?77777777G NC, PLLC
NCBELS P-1132
4130 PARKLAKE AVE., SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
CONTACT: MIKE ROSELLI - [e-mail]
PUBLIC IMPROVEMENT
QUANTITIES
PHASE NUMBER(S)
3
TOTAL NUMBER OF LOT(S)
466
LOT NUMBER(S) BY PHASE
PH I: 121
LOT NUMBER(S) BY PHASE
PH II: 188
LOT NUMBER(S) BY PHASE
PH III: 157
PHASE III PUBLIC UTILITIES
PUBLIC SEWER (LF)
6,416
PUBLIC WATER (LF)
5,846
PHASE III PUBLIC STREETS
RESIDENTIAL COLLECTOR (LF)
378
LOCAL STREET (LF)
5,346
PUBLIC SIDEWALK (LF)
7,027
]PHASE III SITE DATA
SITE AREA: (AC.)
ZONING:
WATERSHED:
FIRM MAP DATE:
FIRM MAP NUMBER
PHASE III AREA:
PROPOSED # OF LOTS:
PROPOSED DENSITY:
ALLOWABLE MINIMUM LOT SIZE:
PROPOSED MINIMUM LOT SIZE:
AVERAGE LOT SIZE:
ALLOWABLE MINIMUM LOT WIDTH:
PROPOSED MINIMUM LOT WIDTH:
SETBACKS:
FROM STREET RIGHT-OF-WAY (FRONT):
SIDEYARD:
REARYARD:
MAX BUILDING HEIGHT:
REQUIRED OPEN SPACE (25%):
PROPOSED OPEN SPACE:
INFRASTRUCTURE QUANTITIES
AVERAGE SEWER FLOW:
PROPOSED # OF DOMESTIC WATER TAPS
PROPOSED # OF SEWER TAPS:
IMPERVIOUS SURFACES
STREETS:
SIDEWALKS:
LOTS (MAX 2,500 SF PER LOT):
TOTAL:
PERCENT IMPERVIOUS: (%)
SUBDIVISION DISTURBED AREA: (AC.)
PIN# 2706615785: ±85.65 AC
PIN# 2706729236: ±22.38 AC
PIN# 2706514158: ±52.01 AC
Total = ±160.04 AC
R -13-S U D
BEAVERDAM CREEK (NEUSE RIVER BASIN)
MAY 2, 2006
3720270600J
61.13 AC
157
2.57 DUA
4,800 SF
5,000 SF
5,000 SF
50 FT
50 FT
20
5 MIN; 12 AGGREGATE
20
2 STORIES
15.28 AC I
34.18 AC
75,360 GPD (157 x 480 GPD)
158
157
281,030 SF
46,507 SF
392,500 SF
720,037 SF
16.52 AC/ 61.13 AC 27%
34.25 AC
ROADWAY DATA TABLE
STREET NAME
CLASSIFICATION
DESIGN/
POSTED
SPEED
PUBLIC OR
PRIVATE
LENGTH OF
NEW ROAD
CRACKLING COURT
RESIDENTIAL COLLECTOR
30/25
PUBLIC
378'
TURNING LAKE DRIVE
LOCAL STREET
30/25
PUBLIC
2,004'
LITTLE PATCH STREET
LOCAL STREET
30/25
PUBLIC
641'
CIDER MILL WAY
LOCAL STREET
30/25
PUBLIC
825'
FAUNA STREET
LOCAL STREET
30/25
PUBLIC
405'
INDIAN SUMMER STREET
LOCAL STREET
30/25
PUBLIC
816'
GUSTY LANE
LOCAL STREET
30/25
PUBLIC
655'
TOTAL
5,724'
GREENWAY DATA TABLE
GREENWAY SECTION
LENGTH (LF)
GREENWAY ACCESS 1
330'
GREENWAY ACCESS 2
362'
GREENWAY
1,574'
TOTAL
2,166'
SHEETINDEX
Sheet Number
Sheet Title
C-0.0
COVER SHEET
C-0.1
GENERAL NOTES
C-0.2
SPECIAL USE PERMIT
C-0.3
1 OF 2 ALTA SURVEY
C-0.4
2 OF 2 ALTA SURVEY
C-2.0
EXISTING CONDITIONS & DEMOLITION PLAN
C-3.0
OVERALL PHASING PLAN
C-3.1
SITE PLAN - AREA A
C-3.2
SITE PLAN - AREA B
C-3.3
SITE PLAN - AREA C
C-3.4
SITE PLAN - AREA D
C-3.5
STREET SIGN AND PAVEMENT MARKING PLAN
C-3.6
LIGHTING PLAN
C-4.0
GRADING PLAN - AREA A
C-4.1
GRADING PLAN - AREA B
C-4.2
GRADING PLAN - AREA C
C-4.3
GRADING PLAN - AREA D
C-4.4
STORM PIPE AND STRUCTURE TABLE
C-4.5
BMP PLAN
C-4.6
BMP PLAN
C-5.0
MASTER UTILITY PLAN
C-5.1
UTILITY PLAN - AREA A
C-5.2
UTILITY PLAN - AREA B
C-5.3
UTILITY PLAN - AREA C
C-5.4
UTILITY PLAN - AREA D
C-5.5
SANITARY PIPE AND STRUCTURE TABLE
C-6.0
TURNING LAKE DRIVE PLAN AND PROFILE
C-6.1
TURNING LAKE DRIVE PLAN AND PROFILE
C-6.2
LITTLE PATCH PLAN AND PROFILE
C-6.3
CIDER MILL PLAN AND PROFILE
C-6.4
FAUNA PLAN AND PROFILE
C-6.5
CRACKLING COURT PLAN AND PROFILE
C-6.6
INDIAN SUMMER STREET PLAN AND PROFILE
C-6.7
GUSTY LANE PLAN AND PROFILE
C-6.8
SANITARY OUTFALL PLAN AND PROFILE
C-6.9
GREENWAY PLAN AND PROFILE
C-6.10
GREENWAY PLAN AND PROFILE
C-6.11
GREENWAY ACCESS PLAN AND PROFILE
C-7.0
EROSION CONTROL DRAINAGE AREA PLAN
C-7.1
EROSION CONTROL PLAN PHASE I - AREA A
C-7.2
EROSION CONTROL PLAN PHASE I - AREA B
C-7.3
EROSION CONTROL PLAN PHASE I - AREA C
C-7.4
EROSION CONTROL PLAN PHASE I - AREA D
C-7.5
EROSION CONTROL PLAN PHASE II - AREA A
C-7.6
EROSION CONTROL PLAN PHASE II - AREA B
C-7.7
EROSION CONTROL PLAN PHASE II - AREA C
C-7.8
EROSION CONTROL PLAN PHASE II - AREA D
C-8.0
OVERALL LANDSCAPE PLAN
C-8.1
LANDSCAPE PLAN - AREA A
C-8.2
LANDSCAPE PLAN - AREA B
C-8.3
LANDSCAPE PLAN - AREA C
C-8.4
LANDSCAPE PLAN - AREA D
C-8.5
AMENITY AREA ENLARGEMENT
C-8.6
LANDSCAPE HARDSCAPE DETAILS
D-1.0
SITE DETAILS
D-1.1
SITE DETAILS
D-1.2
STORM DETAILS
D-1.3
SEWER DETAILS
D-1.4
SEWER DETAILS
D-1.5
WATER DETAILS
D-1.6
WATER DETAILS
D-1.7
EROSION DETAILS
D-1.8
EROSION DETAILS
D-1.9
EROSION DETAILS
N 1 1 CIY I IVIY \.rV1V 1 RMV 1 VRJ.
THE CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR
THE EXTENSION OF WATER, SEWER, AND/OR REUSE, AS
APPROVED IN THESE PLANS, IS RESPONSIBLE FOR
CONTACTING AT LEAST TWENTY FOUR HOURS PRIOR TO
BEGINNING ANY OF THEIR CONSTRUCTION.
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM
PLUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY
OTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL
RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE
\A/(lel! INI TLJC !`ITV nC SAI CI(_LJ
Water Distribution I Extension System
The City of Raleigh consents to the connection and extension of the
City's public water system as shown on this plan. The material and
onstruction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
onstruction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
REVISIONS
REV
�T4 Cn
gw
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
z
w <o x
J F-
s
o
F IJL
O Z Q 2<
z
�QaF-a
¢ J 2 Z J
=F -¢O¢
K
�w
O¢ F (n 0
0 0
o0
LTJ;g
Ch^ 0
<
Z Q
J Z ¢
w�
Z�
� o Z
�252Vo
o z
r)4
ao
W 4'
0 Z Z> Z F
OW W Q Z
a w
o ti
22xa:c D
o
Z
P: F--
J Z J
¢ 0 0 W ¢ ¢
m
of z
DO
Ch�C1
Z
♦....♦
g�z
< z
W
W r
P'
W LLJ
� o
E
oww
W
� u�2
w ¢ <8-
IL
om
o
Z
w Q a w w w
Z==
W
�-,
CS F
Jim
Zaoa(n=
X J > ¢
w o0
�j
W D 0=0 = = m
wo
ZSOW
j¢ F U j p
0 =!z
<'
O
r �
(7 d d J (n W'
�
CJ Z
>
W
w
o�
CF0 �1
0
0 0
ww
<�
r
�o
LU z z Z
Z J Y Y Z
E
w(7 00LU
¢ W O O} 2
Q
0
r�a
U) 3:U) 3: 3:l
w O ww 0
ffi
Z m z Z Z
......
T1
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: BUR
CAD 1. D.: SDO
PROJECT:
AUTUMN
MN
LAKES
PHASE III
FOR
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
BOHLER
ENGINEERING NC, PLLC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
rSHEET TITLE:
COVES SHEET
SHEET NUMBER:
C-0,0

GENERAL NOTES:
CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATIONS CONTAINED HEREIN. CONTRACTOR
IS RESPONSIBLE TO ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE
REQUIREMENTS.
1. THE FOLLOWING DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THIS SITE PLAN:
•
SURVEY BOUNDARY SURVEY OF: GAY FAMILY PARTNERSHIP II PREPARED BY ALLIED ASSOCIATES P.A. PROJECT
#PA160922 DATED 10/26/2016.
ADDITIONAL SURVEY BOHLER ENGINEERING NC PLLC PROJECT #NSR162057 DATED 4/28/17.
• -
GEOTECHNICAL INVESTIGATION REPORT SUMMARY OF GEOTECHNICAL EVALUATION OLD BUNN PROPERTY PREPARED
BY SUMMIT, PROJECT #1203-08R DATED 10/05/16 AND "SUMMARY OF GEOTECHNICAL EVALUATION, 1225 OLD BUNN ROAD
PROPERTY" PREPARED BY SUMMIT PROJECT #1203-08R DATED 12/13/16.
•
ENVIRONMENTAL SITE ASSESSMENT "PHASE 1 ENVIRONMENTAL SITE ASSESSMENT OLD BUNN ROAD SITE" PREPARED BY
SUMMIT PROJECT #4285.500 DATED 09/30/16 AND "PHASE 1 ENVIRONMENTAL ASSESSMENT OLD BUNN ROAD SITE"
PREPARED BY SUMMIT PROJECT #4285.500-2 DATED 12/23/16.
•
TRAFFIC ASSESSMENT "TRAFFIC IMPACT ANALYSIS FOR AUTUMN LAKES "PREPARED BY RAMEY KEMP &ASSOCIATES INC.
DATED: 11/22/16
PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST VERIFY THAT HE/SHE HAS THE LATEST EDITION OF THE
DOCUMENTS REFERENCED ABOVE. THIS IS CONTRACTOR'S RESPONSIBILITY.
2. ALL ACCESSIBLE (A/K/A ADA) PARKING SPACES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF
THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 et seq. AND 42 U.S.C. § 4151
et se OR THE REQUIREMENTS OF THE JURISDICTION WHERE THE PROJECT IS TO BE CONSTRUCTED AND ANY AND ALL
q) Q ,
AMENDMENTS TO BOTH WHICH ARE IN EFFECT WHEN THESE PLANS ARE COMPLETED.
3. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS AND
APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS
RECEIVED AND THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND
APPROVED BY THE PERMITTING AUTHORITIES AND CONFIRMED THAT ALL NECESSARY OR REQUIRED PERMITS HAVE BEEN
OBTAINED. CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES.
4. THE OWNER/CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL
CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
5. ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS,. SPECIFICATIONS AND CONDITIONS OF APPROVAL,
AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS
OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT.
6. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH HEREIN ARE A PART OF THE REQUIRED CONSTRUCTION
DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR
RECOMMENDATIONS CONTAINED IN THE PLANS AND THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SHALL TAKE
PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER,
IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORTS AND PLANS
AND SPECIFICATIONS PRIOR TO PROCEEDING WITH ANY FURTHER WORK.
7. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING BY THE OWNER AND OTHERS PRIOR TO
THE TIME OF PLAN PREPARATION. CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER
ENGINEERING, IN WRITING, IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF
THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES.
8. ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES
EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR
WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS
PRIOR TO CONTRACTOR GIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING
CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK.
9. CONTRACTOR MUST REFER TO THE ARCHITECTURAL/BUILDING PLANS "OF RECORD" FOR EXACT LOCATIONS AND
DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY
LOCATIONS.
10. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFUL
REVIEW OF THE ENTIRE SITE PLAN AND THE LATEST ARCHITECTURAL PLANS (INCLUDING, BUT NOT LIMITED TO,
STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLAN, WHERE APPLICABLE). CONTRACTOR
MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND SITE ENGINEER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR
AMBIGUITIES WHICH EXIST.
11. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID
WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES
WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR.
12. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING
REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY
ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS
STRUCTURES AND PROPERTIES.
13. THE CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT,
STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL
CONDITION. CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE
STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO
REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE
PROJECT.
14. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR
PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT,
STRIPING, CURB, ETC. AND SHALL BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO,
REDESIGN, RE -SURVEY, RE -PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE
ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED
DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR
EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION
EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN
CONFORMANCE WITH APPLICABLE CODES, LAWS RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES.
CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL
EXISTING DAMAGE AND TO NOTIFY THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF
CONSTRUCTION.
15. ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS
UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT.
16. THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY
OR FOR THE CONSTRUCTION MEAN, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED
BOTH ON THESE PLANS, AND FOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS
RESPONSIBLE FOR DETERMINING THE METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT
OF CONSTRUCTION.
17. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY. THE ENGINEER OF RECORD HAS NOT BEEN
RETAINED TO PERFORM OR BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER'S
SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD IS NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY
JOB SITE SAFETY ISSUES, AT ANY TIME.
18. ALL CONTRACTORS MUST CARRY THE SPECIFIED STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S
LIABILITY INSURANCE AND LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE
THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS PAST, PRESENT AND FUTURE OWNERS,
OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS,
EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS
ADDITIONAL NAMED INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THIS HOLD
HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLER
ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING
WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR ONE YEAR AFTER
THE COMPLETION OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED UNDER
THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER ENGINEERING AND ITS PAST, PRESENT AND FUTURE
OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS,
SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND
SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE
DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES
OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN
ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS, ALL
CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. CONTRACTOR MUST NOTIFY ENGINEER, IN
WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE
HEREUNDER.
19. BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS
SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT
ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION
SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND/OR METHODS AND/OR TECHNIQUES
OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE
THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME
HEREUNDER. BOHLER ENGINEERING'S SHOP DRAWING REVIEW WILL BE CONDUCTED WITH REASONABLE PROMPTNESS
WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM MUST NOT INDICATE THAT
BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER
ENGINEERING WILL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT PROMPTLY
AND IMMEDIATELY BROUGHT TO ITS ATTENTION, IN WRITING, BY THE CONTRACTOR. BOHLER ENGINEERING WILL NOT BE
REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN
RECEIVED.
20. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING
AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS,
PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND
ITS SUBCONTRACTORS AND SUBCONSULTANTS ATA CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL
CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION
MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING,
SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE
ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE
PROJECT AND/OR PROPERTY. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY
CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH
OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY.
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057SD0 - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:34 PM LAST SAVED BY: SKEIDEL
BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND MUST BE NAMED AN ADDITIONAL
INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE IN
NOTE 19 FOR JOB SITE SAFETY.
21. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN,
WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS, THE
CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK DONE
WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL
COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND FURTHER SHALL DEFEND INDEMNIFY AND HOLD
HARMLESS THE ENGINEER TO THE FULLEST EXTENT PERMITTED UNDER THE LAW IN ACCORDANCE WITH PARAGRAPH 19
HEREIN FOR AND FROM ALL FEES ATTORNEYS' FEES DAMAGES COSTS JUDGMENTS PENALTIES AND THE LIKE RELATED
TO SAME.
22. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR ALL WORK THAT AFFECTS
PUBLIC TRAVEL EITHER IN THE R.O.W. OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S
PRICE.
23. ALL SIGNING AND PAVEMENT STRIPING MUST CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OR LOCALLY
APPROVED SUPPLEMENT.
24. ENGINEER IS NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM CONTRACTOR'S FAILURE TO BUILD OR
CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS. IF CONTRACTOR AND/OR OWNER FAIL BUILD OR
CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND
HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER
INCURS.
25. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS
AND RELATED DOCUMENTS, IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN AND, FURTHER ENGINEER
IS NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS
TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND
RELATED DOCUMENTS OWNER AGREES TO INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES
THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE.
26. ALL DIMENSIONS MUST BE TO FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, UNLESS NOTED OTHERWISE.
27. ALL CONSTRUCTION AND MATERIALS MUST COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL
REGULATIONS, LAWS, ORDINANCES, RULES AND CODES, AND ALL APPLICABLE OSHA REQUIREMENTS.
28. CONTRACTOR AND OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND
ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF
CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER
HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT
OF SAID FAILURE.
29. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN
COMPLIANCE WITH EPA REQUIREMENTS FOR SITES WHERE ONE (1) ACRE OR MORE (UNLESS THE LOCAL JURISDICTION
REQUIRES FEWER) IS DISTURBED BY CONSTRUCTION ACTIVITIES. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL
ACTIVITIES, INCLUDING THOSE OF SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED
TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS
APPROPRIATE.
30. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED APPLICATION DOCUMENTS PREPARED BY THE SIGNATORY
PROFESSIONAL ENGINEER, THE USE OF THE WORDS CERTIFY OR CERTIFICATION CONSTITUTES AN EXPRESSION OF
"PROFESSIONAL OPINION" REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE UNDERSIGNED PROFESSIONAL
KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE
STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED.
31.
GENERAL GRADING & UTILITY Nf()I °ES
15. DURING THE INSTALLATION OF SANITARY SEWER, STORM SEWER, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A
CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS -INSTALLED LOCATIONS OF ALL
UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE FROM
THE INFORMATION CONTAINED IN THE UTILITY PLAN. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE SITE PLAN,
WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER AT THE COMPLETION OF WORK.
16. WHEN THE SITE IMPROVEMENT PLANS INVOLVE MULTIPLE BUILDINGS SOME OF WHICH MAY BE BUILT AT A LATER DATE THE
CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT LIMITED TO STORM SEWER, SANITARY SEWER, UTILITIES, AND
IRRIGATION LINE, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE CONTRACTOR IS
RESPONSIBLE. CONTRACTOR MUST CAP ENDS AS APPROPRIATE MARK LOCATIONS WITH A 2X4 AND MUST NOTE THE
LOCATION OF ALL OF THE ABOVE ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO
THE OWNER UPON COMPLETION OF THE WORK.
17. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY
INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. CONTRACTOR MUST CONFIRM AND ENSURE 0.75%
0 0
MINIMUM SLOPE AGAINST ALL ISLANDS GUTTERS AND CURBS' 1.0% ON ALL CONCRETE SURFACES' AND 1.5 /o MINIMUM ON
ASPHALT EXCEPT WHERE ADA REQUIREMENTS LIMIT GRADES TO PREVENT PONDING. CONTRACTOR MUST IMMEDIATELY
IDENTIFY, IN WRITING TO THE ENGINEER, ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH
OR GENERAL WELFARE, OR PROJECT COST. IF CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING
PROPER NOTIFICATION, MUST BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, CONTRACTOR SHALL INDEMNIFY,
DEFEND AND HOLD HARMLESS THE DESIGN ENGINEER FOR ANY DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE
LIKE WHICH RESULT FROM SAME.
18. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE
NOTED. FIELD ADJUST TO CREATE A MINIMUM OF 0.75% GUTTER GRADE ALONG CURB FACE. IT IS CONTRACTOR'S
OBLIGATION TO ENSURE THAT DESIGN ENGINEER APPROVES FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION OF
SAME.
19. REFER TO SITE PLAN FOR ADDITIONAL NOTES.
20. IN THE EVENT OF DISCREPANCIES AND/OR CONFLICTS BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN
WILL TAKE PRECEDENCE AND CONTROL. CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER, IN WRITING, OF
ANY DISCREPANCIES AND/OR CONFLICTS.
21. CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF SITE
MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO ENGINEER AND
OWNER PRIOR TO INITIATING WORK ANY WORK.
22. WHERE RETAINING WALLS (WHETHER OR NOT THEY MEET THE JURISDICTIONAL DEFINITION) ARE IDENTIFIED ON PLANS,
ELEVATIONS IDENTIFIED ARE FOR THE EXPOSED PORTION OF THE WALL. WALL FOOTINGS/FOUNDATION ELEVATIONS ARE
NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR BASED ON FINAL STRUCTURAL DESIGN
SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION
OCCURS.
23. STORM DRAINAGE PIPE:
UNLESS INDICATED OTHERWISE, ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III WITH SILT
TIGHT JOINTS. WHEN HIGH-DENSITY POLYETHYLENE PIPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST CONFORM TO
AASHTO M294 AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR WATER TIGHT JOINT.
PVC PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED OTHERWISE.
24. SANITARY SEWER PIPE MUST BE POLYVINYL CHLORIDE (PVC) SDR 35 EXCEPT WHERE INDICATED OTHERWISE. SANITARY
LATERAL MUST BE PVC SCHEDULE 40 OR PVC SDR 26 UNLESS INDICATED, IN WRITING, OTHERWISE.
25. STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND/OR
MANHOLES STRUCTURE TO CENTER OF STRUCTURE.
26. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON PRELIMINARY ARCHITECTURAL PLANS. CONTRACTOR IS
RESPONSIBLE TO AND FOR VERIFYING LOCATIONS OF SAME BASED ON FINAL ARCHITECTURAL PLANS.
1. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE INDEPENDENTLY CONFIRMED
27, SEWERS CROSSING STREAMS AND/OR LOCATION WITHIN 10 FEET OF THE STREAM EMBANKMENT, OR WHERE SITE
WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER
CONDITIONS SO INDICATE, MUST BE CONSTRUCTED OF STEEL, REINFORCED CONCRETE, DUCTILE IRON OR OTHER
AND ALL OTHER UTILITY SERVICE CONNECTION POINTS MUST BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR IN THE
SUITABLE MATERIAL.
FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES MUST IMMEDIATELY BE REPORTED, IN
�,r,
g
WRITING, TO THE ENGINEER. CONSTRUCTION MUST COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF
28. SEWERS CONVEYING SANITARY FLOW COMBINED SANITARY AND STORMWATER FLOW OR INDUSTRIAL FLOW MUST BE
CONNECTION) AND PROGRESS UP GRADIENT. PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND
SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. IF SUCH LATERAL SEPARATION IS
UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION.
NOT POSSIBLE, THE PIPES MUST BE IN SEPARATE TRENCHES WITH THE SEWER AT LEAST 18 INCHES BELOW THE BOTTOM
I-
OF THE WATER MAIN, OR SUCH OTHER SEPARATION AS APPROVED BY THE GOVERNMENT AGENCY WITH JURISDICTION
2. CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED
OVER SAME.
TO, GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE
LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND
29. WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN CONCRETE,
COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE
OR CONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL OR SLIP-ON JOINTS FOR A DISTANCE OF AT LEAST 10 FEET
UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES
ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE LOCATED SO BOTH JOINTS
DURING CONSTRUCTION, AT NO COST TO THE OWNER. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH DAMAGE
WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE
TO ANY EXISTING UTILITIES DURING CONSTRUCTION.
STRUCTURAL SUPPORT FOR THE SEWER MUST BE PROVIDED.
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT
30. WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL
LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE
WATER PURVEYOR. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT -LINED DUCTILE IRON
INITIATION AND COMMENCEMENT OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT AND/OR DISCREPANCY
(DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE APPLICABLE AWWA
BETWEEN THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE OR APPLICABLE CODES, REGULATIONS,
STANDARDS IN EFFECT AT THE TIME OF APPLICATION.
LAWS, RULES, STATUTES AND/OR ORDINANCES, IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO NOTIFY THE PROJECT
�-V)
ENGINEER OF RECORD, IN WRITING, OF SAID CONFLICT AND/OR DISCREPANCY PRIOR TO THE START OF CONSTRUCTION.
31. CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SEWER,
CONTRACTOR'S FAILURE TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE CONTRACTOR'S FULL AND COMPLETE
WATER AND STORM SYSTEMS, MUST BE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND/OR
ACCEPTANCE OF ALL RESPONSIBILITY TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL
STATE DETAILS AS APPLICABLE. CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK
COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, STATUTES, ORDINANCES AND CODES AND,
WITH THE AGENCY WITH JURISDICTION OVER SAME.
FURTHER, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAME.
WQoz
o-o-,,��
C -a
Z > Z
Of X J - U,
O W W a Z
32. WHERE BASEMENTS ARE TO BE PROVIDED FOR PROPOSED DWELLING UNITS, THE DEVELOPER SHALL, BY BORING OR BY
4. THE CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND HORIZONTALLY ALL ACTIVE
TEST PIT, DETERMINE THE DEPTH TO GROUNDWATER AT THE LOCATION OF THE PROPOSED DWELLINGS. WHERE
AND INACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS RESPONSIBLE TO
GROUNDWATER IS ENCOUNTERED IN THE BASEMENT AREA, BASEMENTS WILL NOT BE INSTALLED UNLESS SPECIAL
PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING REMOVED/RELOCATED DURING SITE
CONSTRUCTION METHODS ARE UTILIZED, TO BE REVIEWED AND APPROVED BY THE MUNICIPAL CONSTRUCTION CODE
ACTIVITY.
OFFICIAL. IF AND WHERE SUMP PUMPS ARE INSTALLED, ALL DISCHARGES MUST BE CONNECTED TO THE STORM SEWER. A
�Z)�zw=
J 0 0 Z J
¢ O O W a a
CLEANOUT MUST BE PROVIDED PRIOR TO THE CONNECTION TO THE STORM DRAIN IN ORDER THAT BLOCKAGES CAN BE
5. THE CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS
ADDRESSED.
RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR THE PROJECT.
Z U 3:
THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES
33. FOR SINGLE AND TWO-FAMILY RESIDENTIAL PROJECTS, WHERE THE PROPOSED DWELLING AND ADJACENT SPOT
HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY
ELEVATION(S) ARE SCHEMATIC FOR GENERIC BUILDING FOOTPRINT, GRADES MUST BE ADJUSTED BASED ON FINAL
REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES.
ARCHITECTURAL PLANS TO PROVIDE A MINIMUM OF SIX (6) INCHES BELOW TOP OF BLOCK AND /OR SIX (6) INCHES BELOW
SIDING, WHICHEVER IS LOWEST, AND MUST PROVIDE POSITIVE DRAINAGE (2% MIN.) AWAY FROM DWELLING. ALL
6. THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY GRAVITY
CONSTRUCTION, INCLUDING GRADING, MUST COMPLY WITH THE LATEST LOCAL AND STATE BUILDING CODE AND ALL OTHER
PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES.
APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES.
7. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT
34. LOCATION OF PROPOSED UTILITY POLE RELOCATION IS AT THE SOLE DISCRETION OF UTILITY COMPANY.
BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR ACCESS, AND EXTERIOR
om
o<�
GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE
35. CONSULTANT IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, SHALL HAVE NO
INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO ENSURE THAT
LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE
PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL
PROPERTY.
IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS WITH JURISDICTION AND/OR CONTROL OF THE SITE, AND ALL
OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE
36. ALL BMP/WET POND STRUCTURES SHALL BE LOCATED IN HOA OPEN SPACE AND SHALL BE OWNED AND MAINTAINED BY THE
FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE.
HONDEVELOPER.
WHERE A CONFLICT(S) EXISTS BETWEEN THESE SITE PLANS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL
W 0 m 2 m
PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER, IN WRITING, AND
37. THE TOWN OF ZEBULON WILL BE RESPONSIBLE FOR ALL STREET DRAINAGE INFRASTRUCTURE WITHIN THE ROW OR
PRIOR TO CONSTRUCTION, RESOLVE SAME.
DEDICATED PUBLIC/TOWN EASEMENTS. ALL OTHER STORM DRAINAGE IS TO BE LOCATED IN A HOA DRAINAGE AND ACCESSS
j¢F(9jO
O=�w0w
MAINTENANCE EASEMENT AND WILL BE OWNED AND MAINTAINED BY THE HOA/DEVELOPER. THE BMP INCLUDING ALL
8. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY
ASSOCIATED CHANNELS, DRAINAGE SWELLS, OUTLET STRUCTURE PIPE, WET/DRY PONDS AND ETC. ARE TO BE OWNED AND
COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALL FEES, COSTS AND APPURTENANCES REQUIRED
MAINTAINED BY THE HONDEVELOPER.
BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. CONTRACTOR MUST CONTACT THE APPLICABLE
MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION.
9. ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED UNDERGROUND.
}�7
CONSTRUCTION
TOWN OF ZEBULON `i..OA� STRUCTIO1�Y NOTE
ALL NEW UTILITIES/SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE UTILITY/SERVICE PROVIDER INSTALLATION
SPECIFICATIONS AND STANDARDS.
1. ALL ROADWAY AND GREENWAY INFRASTRUCTURE CONSTRUCTION SHALL CONFORM TO THE TOWN OF ZEBULON
o
STANDARDS AND SPECIFICATIONS.
10. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE
2. CONTRACTOR SHALL CONTRACT JASON BROWN AT 919-795-5640 WITH THE TOWN OF ZEBULON TO SCHEDULE A
RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR IS
PRE -CONSTRUCTION MEETING PRIOR TO BEGINNING CONSTRUCTION.
RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE
3. ALL ROADWAY, GREENWAY, SIDEWALK AND STORM DRAINAGE IMPROVEMENTS IN ROW OR DEDICATED PUBLIC
GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS MUST BE COMPACTED AS OUTLINED IN THE GEOTECHNICAL
EASEMENTS WILL BE REQUIRED TO BE DEDICATED TO THE TOWN OF ZEBULON AT COMPLETION OF THE
REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A
PROJECT.
QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT
4. AS -BUILT SITE PLANS FOR ROADWAY, GREENWAY AND UTILITY WORK MUST BE SUBMITTED AND APPROVED
ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN
PRIOR TO FINAL ACCEPTANCE. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING RED -LINE LINE DRAWINGS.
COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE
5. DEVELOPER/OWNER IS RESPONSIBLE FOR CONTRACTING WITH THIRD PARTY NCDOT CERTIFIED TESTING FIRM.
GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES.
THE FIRM MUST BE APPROVED BY TOWN OF ZEBULON. MATERIAL TESTING IS REQUIRED FOR ALL ROADWAY
SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE
AND GREENWAY TRAIL WORK. FINAL REPORTING AND CERTIFICATION(SEALED) IS REQUIRED AT COMPLETION OF
MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S
THE PROJECT BY THE GEO-TECHNICAL ENGINEER. TESTING IS REQUIRED FOR SUBGRADE,
REPRESENTATIVE, SUBBASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY
ROADWAY/GREENWAY STONE, ASPHALT AND CURB AND GUTTER PER TOWN OF ZEBULON SPECS.
THE GEOTECHNICAL REPORT. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND
6. ALL CURB AND GUTTER REQUIRES CONCRETE TESTING FOR THE FOLLOWING REQUIREMENTS - SECTION 2.1.1
COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE
• 4" CONCRETE SLUMP
REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE
• TEMPERATURE - 50 AND 90 DEGREES
STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR
• AIR MIXTURE RANGE 3.5% TO 6.5%
REVISIONS THERETO.
• STRUCTURAL STRENGTH BREAK TEST - 7,14,28 DAYS @ 3000 PSI @ 28 DAYS
• SAMPLES EVERY 1000 LF OF CURB AND GUTTER TO ENSURE QUALITY
11. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE AS PER THE
• MAX WATER -CEMENT RATIO BY WEIGHT: 0.594
RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND MUST BE COORDINATED WITH THE APPLICABLE
• MINIMUM CEMENT CONTENT (LBS/CY): 602
UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND
• CONCRETE SIDEWALK TESTING IS NOT REQUIRED, UNLESS CONSTRUCTION INSPECTOR DETERMINES THAT
COMPACTION MUST, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND CONSULTANT
THE QUALITY IS INFERIOR AND DOES NOT MEET INDUSTRY STANDARDS. CONTRACTOR MUST MAINTAIN A
SHALL HAVE NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL. FURTHER,
4 -INCH SLUMP FOR ALL SIDEWALK WORK. AIR TEMPERATURES AT PLACEMENT MUST BE 40 DEGREES AND
CONTRACTOR IS FULLY RESPONSIBLE FOR EARTHWORK BALANCE.
RISING. SURFACE TEMPERATURES SHALL BE 50 DEGREES OR GREATER (SECTION 2.2.2 E).
12. THE CONTRACTOR MUST COMPLY, TO THE FULLEST EXTENT, WITH THE LATEST OSHA STANDARDS AND REGULATIONS,
AND/OR ANY OTHER AGENCY WITH JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS
RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE
CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING
PROCEDURES AND CONSULTANT SHALL HAVE NO RESPONSIBILITY FOR OR AS RELATED FOR OR AS RELATED TO
EXCAVATION AND TRENCHING PROCEDURES.
13. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE FULL
DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE
TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED.
14. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS
NECESSARY, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES,
STATUTES, LAWS, ORDINANCES AND CODES.
TOWN OF ZEBULON ROADWAY/GREENWAY NOTES
1. ROADWAY/GREENWAY SUB -GRADE: THE BASE SOIL ELEVATION DETERMINED BY APPROVED ENGINEERED
DRAWINGS PRIOR TO PLACEMENT OF ROADWAY ABC AND ASPHALT.
2. ROADWAY/GREENWAY STONE GRADE: THE APPROVED COMPACTED ROADWAY SUB -GRADE PLUS THE
COMPACTED STONE GRADE PRIOR TO PLACEMENT OF ASPHALT.
3. IN ALL CASES THE ROADWAY/GREENWAY SUB -GRADE MUST PAST A PROOF -ROLL TEST BEFORE PLACEMENT OF
STONE. THE DEVELOPER/OWNER/CONTRACTOR SHOULD PROVIDE THIRD PARTY NCDOT CERTIFIED
GEOTECHNICAL FIRM TO PERFORM DENSITY TESTING OF SUB -GRADE EVERY 300 FEET AND
ROADWAY/GREENWAY ABC EVERY 150 FEET VIA A NUCLEAR GAUGE. THE TOWN OF ZEBULON CONSTRUCTION
INSPECTOR WILL SELECT VARIOUS LOCATIONS OF THE DENSITY TESTING. IT IS RECOMMENDED THAT TESTING
BE PERFORMED AT FILL LOCATIONS OR UTILITY CUTS. A TOWN OF ZEBULON CONSTRUCTION INSPECTOR MUST
BE PRESENT DURING ALL TESTING. ALL TEST RESULTS SHALL BE SUBMITTED TO AND APPROVED BY THE TOWN
OF ZEBULON PUBLIC WORKS DIRECTOR BEFORE ROADWAY STONE IS INSTALLED.
4. PROOF ROLL STANDARD - A FULLY LOADED TANDEM DUMP TRUCK/MOTOR GRADER THAT HAS A MINIMUM GROSS
WEIGHT OF AT LEAST 20,000 POUNDS 10 TONS UNDER THE OBSERVATION OF THE TOWN OF ZEBULON
REPRESENTATIVE. NO OTHER METHOD WILL BE ACCEPTED. ALL AREAS OF THE ROADWAY/GREENWAY
SUB -GRADE OR ROADWAY STONE SHALL BE COVERED BY THE WHEELS OF THE PROOF -ROLLER OPERATING AT
WALKING SPEED (TWO TO THREE MILES PER HOUR) OR 225 TO 300 FEET PER MINUTE.
5. IT IS THE CONTRACTOR RESPONSIBILITY TO PROTECT ALL STRUCTURAL FACILITIES ON THE PROJECT SUCH AS
BRIDGES, BOX CULVERTS, PIPE CULVERTS, AND UTILITIES FROM DAMAGE FROM PROOF ROLLING EQUIPMENT.
6. PROOF ROLLS ARE REQUIRED AT THE ROADWAY/GREENWAY SUB -GRADE CONSTRUCTION PHASE AND
ROADWAY/GREENWAY STONE CONSTRUCTION PHASE.
7. ANY AND ALL AREAS WHICH RUT OR PUMP EXCESSIVELY UNDER THE WHEELS OF THE PROOF -ROLLER SHALL BE
REPAIRED BY THE DEVELOPER/CONTRACTOR BEFORE ROADWAY STONE OR ASPHALT IS INSTALLED.
8. PROOF ROLL AREAS AGAIN FOLLOWING THE COMPLETION OF THE NECESSARY CORRECTIONS. ALL COST
ASSOCIATED WITH THE PROOF ROLLING PROCESS IS THE RESPONSIBILITY OF DEVELOPER/OWNER OR
CONTRACTOR.
9. THE TOWN SHALL NOT BE RESPONSIBLE FOR ENSURING PROPER GRADES AND ALIGNMENT OF
ROADWAY/GREENWAY AND CURB AND GUTTER. IF THE ALIGNMENT AND GRADES ARE INCORRECT; IT WILL BE
THE RESPONSIBILITY OF THE CONTRACTOR/DEVELOPER/OWNER TO MAKE CORRECTIVE REPAIRS AT THEIR OWN
EXPENSE.
10. REQUIREMENTS: 98% STANDARD PROCTOR ON ALL SOILS EVERY 300'. ALL LOCATIONS TESTED SHALL MEET THE
98% TESTING REQUIREMENTS. AVERAGING OF DENSITY SCORES TO MEET STANDARD IS NOT ALLOWED.
11. SUCCESSFUL PROOF -ROLLS REQUIRED FOR ALL SUB -GRADE SOILS. ALL ROADWAY SUB -GRADE MUST PASS A
PROOF -ROLL TEST (NO EXCEPTIONS).
12. ROADWAY/GREENWAY SUB GRADE THAT DOES NOT PASS THE PROOF ROLL TEST OR DENSITY TEST WILL
REQUIRE REMEDIAL REPAIRS. REPAIR RECOMMENDATIONS FROM GEO-TECHNICAL FIRM CAN BE MADE BY
USING SEVERAL METHODS INCLUDING THE USE OF GEO-GRID/STABILIZATION FABRIC AND ADDITIONAL ABC
STONE, CEMENT STABILIZATION, LIME STABILIZATION OR REPLACEMENT OF UNSUITABLE SOILS WITH
DRIER/MORE SUITABLE SOILS. REGARDLESS OF THE METHOD CHOSEN BY THE CONTRACTOR, GEOTECHNICAL
FIRM, DEVELOPER OR OWNER FOR REMEDIAL REPAIRS; A SUCCESSFUL PROOF -ROLL MUST BE OBTAINED PRIOR
TO PLACEMENT OF ABC STONE CAN BEGIN.
13. IF REPAIRS WERE MADE TO THE ROADWAY/GREENWAY SUB GRADE INVOLVE USING GEO-GRID/STABILIZATION
FABRIC AND ADDITIONAL STONE; NO DENSITY ADDITIONAL TESTING IS REQUIRED. IF REPAIRS TO THE ROADWAY
SUB GRADE INVOLVE UNDERCUTTING UNSUITABLE SOILS AND REPLACEMENT WITH OTHER MORE SUITABLE
SOILS THEN DENSITY TESTING IS REQUIRED TO VERIFY COMPLIANCE OF 98% COMPACTION REQUIREMENT. THE
CONTRACTOR/GEO-TECHNICAL FIRM MUST PROVIDE THE TOWN OF ZEBULON INSPECTOR WITH DENSITY TEST
RESULTS PRIOR TO PLACEMENT OF ABC STONE WERE REQUIRED. ALL COST OF DENSITY TESTING SHALL BE BY
THE DEVELOPER OR OWNER.
14. NOTE: IF THE ROADWAY/GREENWAY SUB -GRADE IS EXPOSED TO PRECIPITATION (RAIN, SNOW, ICE, ETC.)
GREATER THAN A 1/10 OF INCH BEFORE IT IS COVERED WITH ABC STONE, THE EXPOSED SUB -GRADE MUST PASS
AN ADDITIONAL PROOF -ROLL. ADDITIONAL DENSITY TESTING IS NOT REQUIRED UNDER THESE CONDITIONS.
15. REQUIREMENTS: 98% STANDARD PROCTOR ON ALL ROADWAY/GREENWAY ABC EVERY 150'. ALL LOCATIONS
TESTED SHALL MEET THE 98% TESTING REQUIREMENT AVERAGING OF DENSITY SCORES TO MEET STANDARD IS
NOT ALLOWED. SUCCESSFUL PROOF -ROLLS REQUIRED FOR ALL ROADWAY/GREENWAY ABC STONE.
16. ROADWAY/GREENWAY ABC STONE MUST BE INSTALLED PER TOWN OF ZEBULON MINIMUM REQUIREMENTS
AND/OR APPROVED ENGINEERING ROADWAY DRAWINGS. ROADWAY ABC STONE SHALL BE INSTALLED IN
COMPACTED LIFTS PER MANUFACTURE EQUIPMENT RECOMMENDATIONS. A MINIMUM OF SIX INCHES OF
COMPACTED ABC STONE SHALL BE INSTALLED UNDER CURB AND GUTTER. ALL ROADWAYS WILL HAVE A
MINIMUM OF EIGHT INCHES OF COMPACTED ABC STONE. THE PLACEMENT OF ROADWAY ABC STONE IS
REQUIRED TO PASS A PROOF -ROLL AND PASS DENSITY TESTING OF 98% MINIMUM EVERY 150' FEET. THE
ZEBULON CONSTRUCTION INSPECTOR MUST HAVE DENSITY TESTING RESULTS PRIOR TO START OF PAVING.
THE ROADWAY STONE CROSS -SLOPE, FROM CROWN TO CURB, SHALL BE CHECKED WITH A STRING LINE PRIOR
TO THE PLACEMENT OF ASPHALT.
17. THE ROADWAY/GREENWAY STONE SHALL BE PROOF ROLLED JUST PRIOR TO THE PLACEMENT OF ASPHALT. IF A
SECTION OF ROADWAY FAILS PRIOR TO PLACEMENT OF ASPHALT AFTER ALL OTHER SUCCESSFUL TESTS;
ADDITIONAL ASPHALT AT THE DIRECTION OF THE CONSTRUCTION INSPECTOR MAY BE ALLOWED. ONE INCH OF
ASPHALT MAY BE SUBSTITUTED FOR EVERY TWO INCHES OF STONE.
18. NOTE: IF THE ROADWAY/GREENWAY ABC IS EXPOSED TO PRECIPITATION (RAIN, SNOW, ICE, ETC.) GREATER
THAN 1/10 INCH BEFORE IT IS COVERED WITH ABC STONE, THE EXPOSED SUB -GRADE MUST PASS AN
ADDITIONAL PROOF -ROLL. ADDITIONAL DENSITY TESTING IS NOT REQUIRED UNDER THESE CONDITIONS.
19. ASPHALT PLACEMENT SHOULD BE IN ACCORDANCE WITH ENGINEERING DRAWINGS, SIGNED AND SEALED BY A
LICENSED NORTH CAROLINA PROFESSIONAL ENGINEER. THE CONTRACTOR SHALL INSTALL ASPHALT IN TWO
LAYERS. THE FINAL 1" OVERLAY WILL BEAT THE 80% BUILDING PERMIT LEVEL FOR EACH PHASE OR AT THE
DIRECTION OF THE PUBLIC WORKS DIRECTOR. ASPHALT CORES WILL BE TAKEN AT BOTH OVERLAYS TO INSURE
COMPLIANCE WITH ENGINEERING DRAWINGS FOR THICKNESS.
20. IF MORE THAN 2.5 INCHES OF SF 9.5 ASPHALT IS REQUIRED, ASPHALT MUST BE PLACED IN MULTIPLE LIFTS, THE
FIRST LIFT HAVING A THICKNESS NOT LESS THAN 1.5 INCHES.
SF 4.75A - 0.5 - 1.0 INCHES (MIN/MAX) MAXIMUM LAYER TOTAL DEPTH 2.0 INCHES
SF 9.513 - 1.0-1.5 INCHES (MIN/MAX) MAXIMUM TOTAL DEPTH 3.0 INCHES
22. ASPHALT MIXTURES SHALL NOT BE PLACED DURING RAINY WEATHER, WHEN SUBGRADE OR COURSE IS FROZEN,
OR WHEN THE MOISTURE ON THE SURFACE TO BE PAVED WOULD PREVENT A PROPER BOND. ASPHALT
MATERIAL MUST NOT BE PLACED WHEN THE AIR TEMPERATURE MEASURED IN THE SHADE AWAY FROM
ARTIFICIAL HEAT AT THE LOCATION OF THE PAVING OPERATION AND THE ROAD SURFACE TEMPERATURE IN THE
SHADE AT THE PAVING SITE IS BELOW 40 DEGREES AIR TEMPERATURE AND 50 DEGREES MINIMUM SURFACE
TEMPERATURE.
23. A TACK COAT OF LIQUID ASPHALT IS REQUIRED FOR EXISTING LAYERS OF ASPHALT OR CONCRETE SURFACES
TO PROMOTE A BOND BETWEEN OLD PAVEMENT SURFACES AND THE NEW ASPHALT LAYER. PRIOR TO PLACING
ASPHALT TACK THE FOLLOWING CONDITIONS MUST BE MET:
EXISTING PAVEMENT SURFACE MUST BE CLEAN.
RATE OF APPLICATION MUST COMPLY WITH NCDOT STANDARDS.
UNFORMED COVERAGE OVER THE ENTIRE AREAS TO BE PAVED.
ALLOW TACK TO THOROUGHLY CURE BEFORE PLACING THE NEW ASPHALT.
24. ASPHALT CORE SAMPLES SHOULD BE SELECTED EVERY 300' FEET OR MINIMUM OF TWO CORES PER ROADWAY
FOR ANALYSIS OF THICKNESS AND DENSITY. ASPHALT PAVEMENT MIX SF 9.5 B SHOULD BE COMPACTED TO A
MINIMUM OF 90% OF THE MAXIMUM SPECIFIC GRAVITY. ASPHALT PAVEMENT MIX OF S4.75A SHALL BE
COMPACTED TO A MINIMUM OF 85% OF THE MAXIMUM SPECIFIC GRAVITY. THE CONTRACTOR IS RESPONSIBLE
FOR DEVELOPING/CREATING A CHART/MAP IF THE CORED LOCATIONS FOR SUBMITTAL WITH THE TESTING.
CORES WILL BE RANDOMLY TAKEN ALONG THE LONGITUDINAL DIRECTIONS ACROSS THE ROADWAY BUT NOT
WITHIN ONE FOOT OF THE EDGE OF PAVEMENT. THE RESULTS OF SAMPLES GREATER THAN 10 FEET APART
WILL NOT BE AVERAGE AND USED TO VERIFY COMPLIANCE WITH THE TOWN OF ZEBULON SPECIFICATIONS
(SECTION 2.6.H).
25. ALL STRIPING FOR STOP BARS, CROSSWALKS ETC. SHALL BE THERMOPLASTIC.
26. AT THE COMPLETION OF THE PROJECT, THE DEVELOPER SHALL PROVIDE THE TOWN WITH A A ONE YEAR
WARRANTY FOR ALL DEDICATED IMPROVEMENTS.
27. ALL FLAGGING OPERATIONS WITHIN TOWN OF ZEBULON RIGHT OF WAYS REQUIRE QUALIFIED AND TRAINED
WORK ZONE FLAGGERS. THE CONTRACTOR SHALL PROVIDE ALL BARRICADES, SIGNS, ETC TO PROTECT AND
SECURE THE CONSTRUCTION AREA, EQUIPMENT AND MATERIALS FROM THE PUBLIC.
28. ANY EXISTING ROADWAY, DRIVEWAY, CURB AND GUTTER, SIDEWALK, SIGNAGE, OR DRAINAGE STRUCTURES
THAT ARE DAMAGED DURING THE CONSTRUCTION SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION.
29. AT THE END OF EACH WORKING DAY, EQUIPMENT SHALL BE PARKED A MINIMUM OF 15' FROM THE BACK OF THE
CURB TO ENSURE SAFETY OF VEHICLE TRAFFIC.
REVISIONS
REV
11
�
COMMENT
0
[-
1-22-19
�,r,
g
z 0
W< E
JJ x
2U
1.4
WW
cn
P-<:<Kar
F
ZILz
I-
•
c-0
U¢ F (n 0
0 0
`I
oz
ft
WA4
ly
0
z
¢h J
U
11 I
Z
�-V)
2-
¢�D
10
W
f> KUzroO
IIIiii=4
WQoz
o-o-,,��
C -a
Z > Z
Of X J - U,
O W W a Z
O 'N
-
V
r,W�
22=XU
-
z
�Z)�zw=
J 0 0 Z J
¢ O O W a a
m-
o
1-4
W�m
�
Z U 3:
04
-
♦g-
=z0W�♦*+*+<
ZW
W
�-
��Wi
W Lu
of 0
m w
��
ozw--
W
�CW
cn U
4��
a -
W¢ a a x
om
o<�
z
0
�o-a}Z¢
Z==wwm
W
a5
�j
�/
g-
��'
W 0 m 2 m
Z
WOW
j¢F(9jO
O=�w0w
a'
O
P4 �'
(7 d d J (7 W'
a
W
♦ ♦ ♦ ♦ ♦ ♦
m
-
W 0
w
cn
o
H 7
U24 W
1e X
0 0 �
00
-�
r
0 w w
<
�°W
W Z
r�
�
W Q¢ z 2 z
Z J 2 Y 1e z
60.
-
El
5 4
Q W ZO 3- O} =
q
n
� � U) � � X
a w O w W 0
4V)
Z
p Z m Z Z
2
,<�
♦****♦
W cc
All
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: BUR
CAD 1. D.: SDO
PROJECT: AUTUMN
LAKES
PHASE III
11 FOR
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
@BOH LER
ENGINEERING NC, PLLC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
r -SHEET TITLE:
1JJ ��L
NOTES
SHEET NUMBER:
C-0, I

eco py
7"own of Ze buCon
The Town ofriendly People
le
Town of Zebulon
Special Use Permit Granted
SU 2017-02 -Autumn Lakes Subdivision
On March 6, 2017, the Board of Commissioners for the Town of Zebulon convened a hearing to
consider an application for a Special Use Permit for the purpose of developing a single family
residential subdivision known as Autumn Lakes located on Old Bunn Road. Tile property is
approximately 163.24 acres with the North Carolina Parcel Identification Numbers (NC PINS)
2706729236, 2706615785, 2706514158, Real Estate Identification Numbers (REID$) 0022181,
0038099, 0054286, and current zoning classification of Residential (R-20).
Applicant: Robert MacNau hton
LGI Homes, Inc.
3037 Sherman Drive
Lancaster, South Carolina 39720
Property Owner:
Gay Family Limited Partnership II
DATE
104 W. Horton Street
BY
Zebulon, North Carolina 27597-2600
Minimum From
Edgar Roger Bunn, III Heirs
Setback
Bunn Farms Incorporated
Land Use Type
436 E.Second Street
Setback
Ocean Isle Beach, North Carolina 28469-7702
Property Location:
605 Parks Village Road,
1225 Old Bunn Road, and
Street
0 Old Bunn Road (unaddressed parcel)
Single Family
Zebulon, NC 27597
Tax Map: 2706
Scale: 04 Block: 72 Lot: 9236
Tax Map: 2706
Scale: 04 Block: 51 Lot: 4158
Tax Map: 2706
Scale: 04 Block: 61 Lot: 5785
Approved use of property: Single Family Residential Subdivision - Autumn Lakes
Approved toning of property: R-13-SUD
Having heard all the evidence and arguments presented at the hearing, the Board of
Commissioners finds that the application is complete, that the application complies with all the
applicable requirements of the Town of Zebulon Code of Ordinances for the development
proposed, and the purpose indicated is hereby approved subject to the conditions attached and
subject to all applicable existing provisions of the Zebulon Code of Ordinance, Street and Storm
Drainage Specifications Manual, and adopted Plans.
FIRE DEPARTMENT POLICE DEPARTMENT TOWN HALL PUBLIC WORKs DEPARTMENT
113 E. Vance Street 1001 N. Arendell Avenue 1003 N. Arendell Avenue 450 E. Horton Street
Zebulon, NC 27597 Zebulon, NC 27597 Zebulon. NC 27597 PagAl NC 27597
[phone] [phone] [phone] (0,1269-5285
Facsimile [phone] Facsimile [phone] Facsimile [phone] Facsimile [phone]
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057SD0 -PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:34 PM LAST SAVED BY: SKEIDEL
Conditions of Approval:
Stipulations Specific to the Dev
etopglt
1, Recordation: Special use permit and updated Illustrative Concept Plan must be recorded
with the Wake County Register of Deeds.
2.Illustrative Concept Plan: Special use permit and an updated Illustrative Concept
Plan
addressing the approved special use permit conditions and applicable timelines shall be
submitted no later than ninety (90) days following approval,
3. Site Plan: Site plan review and approval by the Zebulon Technical Review Committee
(ZTRC) shall be required.
4. Site Plan (Phasing): Site plan review by the ZTRC may be submitted by phase or
through submittal of an overall development plan. if a phased approach is preferred,
phases shall require a separate submittal. The applicant may group phases together and
phases may be submitted out of numerical order as shown on the recorded Illustrative
Plan.
5. Site Plan (Greenways): Greenway trails such as Corridor 42 Inay submit separate site
plans for each individual phase for review and approval by the ZTRC.
6. Adopted Plans/Policies: All town ordinances, plans, and adopted policies shall be
adhered to and enforced by the ZTRC in addition to the special use permit approved
conditions.
7. Annexation: The development shall be annexed into Town limits prior to any approval
for final plats.
8. Lot Sizes (Single Family Dwelling): The minimum lot sizes shall be 4,800 squarefeet.
9. Lot Widths: The minimum lot widths shall be fifty feet (50').
10. Signage (Main Entrance): One main entrance monument sign will be allowed along Old
Bunn Road and shall be made of brick, stone, or masonry material. Signage shall not
exceed sixty-four square feet (64 SF) and must be setback at least ten feet (10') from the
public right-of-way.
11. Signage (Secondar,)_Entrances)_ One (1) secondary entrance monument sign will be
allowed along Old Bunn Road and shall be made of brick, stone, or masonry material. The
secondary entrance monument shall not exceed forty square feet (40 SF) and must be
setback at least ten feet (10') from the public right-of-way.
12. Signage (Stub -out Connections); Four (4) entrance signs will be allowed on the stub -out
streets that provide interconnectivity to other developments. These signs shall be made of
brick, stone, or masonry material, and shall not exceed ten square feet (10 SF) and must be
setback at least ten feet (10') from the public right-of-way.
Stipulations Specific to the Homeowner's Association
13. Homeowner's Association: All owners of developable lots shall immediately become
members of the Homeowner's Association.
14. Homeowner's Association: A Declaration of Covenants, Conditions, and Restrictions
(CC&R) and bylaws for the Homeowner's Association shall be reviewed, approved and
recorded with the Phase I final plat.
15. Homeowner's Association: Homeowner's Association, or if applicable a Homeowner's
Association management firm, shall be in place to enforce and abate all community
association covenants, conditions, and restrictions.
16. Homeowner's Association: Homeowner's Association, or if applicable a Homeowner's
10 Association management firm, shall enforce tall grass, trash, debris and rubbish along
with the removal of any junked, abandoned, or nuisance automobiles as defined by the
adopted town ordinances.
Page 2 of 13
47. Street Lights: All street lights shall be decorative and must in accordance with the latest
version of the Town of Zebulon Street and Storm Drainage Standards and Specifications
Manual specifications.
48. Street Lights: All street lights shall be decorative Mitchell 50 Watt Series LED unless
otherwise specified and authorized by the Town of Zebulon Public Works Director.
49. Street Lights: All street lights shall be a minimum of 125 linear feet with a ntaxintunt of
140 linear feet apart with alternate spacing on either side of the street.
50. Entrances: All entrances shall be reviewed and approved by the Town of Zebulon and
the North Carolina Department of Transportation during the appropriate site plan
approval process.
51. Driveways: All individual driveways shall be concrete and able to accommodate at least
two vehicles outside of the public right-of-way (inclusive of the garage) and should be in
accordance with the latest version of the Town of Zebulon Street and Storm Drainage
Standards and Specifications Manual specifications.
52. Driveway Restrictions: No driveways to individual lots should be located within the
circulating roadway of any internal roundabouts and should be located as far away from
the entrance to the circulating roadway as practical.
53. Additional Parking: Local streets shall incorporate off-street parking where practical.
Stipulations Relating to L•mdseapina/Buffers
54. Open Space: All lands within areas required to be maintained as open space by the
Homeowner's Association, or if applicable a Homeowner's Association management firm,
shall be protected by a permanent conservation easement and restrictive covenant,
prohibiting further development, and recorded upon final plat approval as "Open Space".
55. Streetscaping: Old Bunn Road shall have streetscaping along the north side of the street.
A minimum of one large shade tree every thirty-five feet (35') with at least five (5) bushes
minimum three (3) gallon container and eighteen inches (18") in height must be planted
three feet (3') apart.
56. Streetscaping: Street trees shall be planted a minimurn of one hundred feet (100') on each
side of all local and residential collector streets with alternating spacing and shall be
planted within a landscape easement. Trees shall be deciduous and shall be a minimum
size of two and a half inches (2.5") caliper at time of planting. Tree varieties shall be
approved by the Technical Review Committee.
57. Lot Tree Requirement: One deciduous shade tree shall be planted in the front yard of
each single family and paired single family home with a minimum caliper of two and a
half inches (2.5") at time of planting.
58. Landscape Buffer (Property Perimeters): A ten -foot (10') wide Type "A" landscape buffer
with two and a half inch (2.5") caliper trees shall be installed along all outer property
perimeters except in areas where greenway easements are dedicated along the perimeter.
Preservation of any existing trees are encouraged and may be used as a credit toward the
buffer requirement.
Stipulations s R�elati�ng to Architecture
59. Garages: All homes within the subdivision shall have at least a one -stall garage.
60. Building Materials: Exterior building materials will be brick or stone veneer, vinyl or
fiber cement (such as hardieplank) siding.
6L. Building Farade: Fifty percent of all homes must have a front fagade comprised of brick
0 or stone equal to a minimum of thirty-three percent (33%) overall coverage.
2. Fqundations: Foundations will be slab on grade, stem wall, crawl space or basement as
determined by the site grading and topography or as determined by the builder.
3. Housing Square Footage: The minimum heated square footage shall be 1,400 square
Page 6 of 13
17. Homeowner's Association: Homeowner's Association, or if applicable a Homeowner's
for the maintenance and upkeep o
f al I
Association management firm shall be responsible
P P
g
o en space and improvements built therein landscaped center islands roadway
,
or roundabouts located throughout the development.
18. Homeowner's Association: Homeowner's Association, or if applicable a Homeowner's
fir 11 be responsible onsible for the maintenance and upkeep Association management m s a
P P P of all
Pond drainage easements and Detention/Retention/Water Quality Pt o d
Areas as described in the
Standards & Specifications Manual.
Town of Zebulon Street and Storm Drainage p
Stipulations Relating to Sctbacks
19. Setbacks (Old Bunn Road): All residential lot lines shall be setback at least thirty feet
(30') from Old Bunn Road.
20. Setbacks (US 64 Highway): All residential lot lines shall be setback at least thirty feet
(30') from US 64 Highway.
21. Setbacks (Residential Buildings): Setbacks shall be measured from the lot line to the
building wall. Building eaves, at -grade patios, and at -grade stoops shall be allowed in the
setback area. Decks, porches or other building extensions shall not be permitted in the
setback area. The minimum setbacks from the lot lines to the buildings for each residential
use type shall be as follows:
Stipulations Relating to Recreation Amenities
22. Recreation Amenities: All recreation amenities shall be detailed on a site plan and
recreation master plan to show the location and proposed use of all parks, open spaces, and
passive recreation areas. This plan will be reviewed and approved by the Zebulon
Technical Review Committee.
23. Recreation Amenities (Pond Traill: Tract 2 Phase 3 pond trail as shown on the Illustrative
Concept Plan shall have a six to eight -foot (6' - 8') variable width private trail including a
minimum of two (2) benches, two (2) trash receptacles and one (1) dog waste station.
24. Recreation Amenities (Pond Trail): Permits for the construction of the Tract 2 Phase 3
pond trail as shown on the Illustrative Concept Plan shall be pulled prior to the issuance
of the 100"' Certificate of Occupancy for homes within the development or within thirty-
six (36) months following the issuance of the final plat for Phase I of the development,
whichever comes first.
25. Recreation Amenities: Permits for the construction of the community pavilion and
playground located on Tract 1 Phase 1 as shown on the Illustrative Concept Plan shall be
pulled prior to the issuance of the 100"' Certificate of Occupancy for homes within the
development or within twenty-four (24) months following the issuance of the final plat for
Phase 1 of the development, whichever comes first.
26. Playground Equipment: Playground equipment shall be included for toddlers ages 2-5
and children ages 5-12. A minimum of two (2) bike racks holding eight (8) bikes each
shall be provided. A minimum of two (2) benches, two (2) trash receptacles and one (1)
dog waste station shall be provided,
0
Nage 3 of 13
-1 7-7
TD TDI
JD 0 L ]E
]EPisGYPT]E]E)11;YPiQa N(C, IPILIL,(C
REV
DATE
Minimum Side
BY
g
~
Minimum From
Minimum Side
Setback
Minimum Rear
Land Use Type
Setback
Setback
(Adjacent to
Setback
Street
a
Single Family
20'
S',
10'
20'
Dwelling
12' Aggregate
UaFrAO
og
feet.
Stipulations Relating to Enviromtnent
64. Environmentally Sensitive Areas: No unauthorized disturbances of environmentally
sensitive areas as defined by U.S. Army Corps of Engineers, NCDEQ, Wake County
Environmental Services and the Town of Zebulon Planning Department.
65. Floodplain: No portion of any lot shall contain wetlands, riparian buffers, floodplain or
floodway.
66. Rock Formations: Rock outcropping appearing above the surface prior to construction in
the pre -determined Open Space areas shall be preserved.
Stipulations Relating to Utilities
67. Water and $ewer -Allocation: Water and sewer allocation shall be authorized during the
final plat process. Allocation requests shall be limited to 50,000 gallons per day (GPD)
with a not to exceed amount of 200 dwelling units per phase.
68. Solid Waste and Reg cling, Yard Waste and Leaf Collection: All homes within the
subdivision will receive trash collection and recycling, yard waste and leafeollection
services.
69. Storm Drainage infrastructure: Certification of the storm drainage infrastructure must be
provided by a licensed engineer. Bonding will be applied to drainage structures not
completed prior to final plat recording. Best Management Practices (BMP's) are not
converted from erosion control to permanent stornwater devices until most of the home
construction is complete. BMP certification will be completed as directed by the
Stormwater Administrator.
70. Water. Sewer and Pump Station Improvements: All water, sewer and pump station
improvements will be reviewed and approved by the City of Raleigh Public Utilities
during the Zebulon Technical Review Committee site plan review process. The utility
improvements must be in accordance with the City of Raleigh adopted plans, policies,
ordinances, and handbook requirements.
Z�.
Page 7 of 13
S ' ulatigns Relating to Greenways
w trail is to be in accordance with the latest
27. Gre nwa
'frail (General): The public greenway t a
� k( ) p g Y
Specifications
version of the Town of Zebulon Street and Storm Drainage Standards and p
Manual and the latest version of the Town of Zebulon Greenway, Bicycle, and Pedestrian
Master Plan specifications. Greenway engineered drawings are required to be submitted
' w Committee forapproval,
I f construction to the Zebulon Technical Revue
with each rase o
P
Zebulon Technical Review Committee approved engineer drawings for the proposed
public greenway trails and associated trailhead connections will be required prior to final
plat approval for each phase.
28. Greenway Trail (General): Installation and dedication of the required public greenway
trails and trailhead connection improvements must be completed prior to final plat
approval for each phase of construction. Upon dedication and acceptance, all
maintenance of the public greenway trails and trailhead connections will be the
responsibility of the Town of Zebulon.
29. Greenway Trail (Corridor 42): A complete design fora minimum ten -foot (10') public
greenway trail with a minimum twenty -foot (20') wide public greenway easement and
associated trailhead connections along Beaverdam Creek adjacent to phases 1 and 2 as
shown in the recorded Illustrative Concept Plan shall be engineer designed, approved by
ZTRC, and installed,
30. GreenwayTrail Corridor #2 : A minimum ofthree reg 3 greenway trailhead
O Y
( ) g
connections for the single family residential area adjacent to Phases I and 2 as shown
on the Illustrative Concept Plan shall be provided at each cul-de-sac near the greenway
trails and one other connection based on a minimum pavement width often feet (10')
and a minimum 6.25 -ton load capacity for any necessary bridges or boardwalks.
31. Greenway Trail (Corridor 42) Timeline: The greenway along the Beaverdam Creek
Sewer Outfall adjacent to phases 1 and 2 as shown in the recorded illustrative Concept
Plan must have design plan approval no later thirty-six (36) months after approval of the
special use permit and construction approval not later than forty-eight (48) months after
approval of the special use permit.
32. Greenway Connectivity Connectivity to greenways shall be provided with each phase.
This shall be accomplished through trailheads, sidewalks, and internal trail connections
as specified in Autumn Lakes Special Use Application dated November 2, 2016. All
internal trail connections shall be designated as open space and maintained by the
Homeowner's Association, or if applicable a Homeowner's Association management
firm.
Stipulations Relating to Transportation
33. Turn Lanes: Review of the Transportation Impact Analysis (TIA) by Ramey Kemp and
Associates dated November 2016 and sealed November 22, 2016, shows two site drives
along Old Bunn Road. Site Drive # i shall have an exclusive eastbound left turn lane
with a minimum of 100 feet (100') full width storage. Site drive #2 shall have an
exclusive westbound right turn lane with a minimum of one hundred fifty feet (150') of
full width storage.
34. Turn Lanes: A fee -in -lieu shall be required for the additional turn lanes at the intersection
of NC 97 Highway and Old Bunn Road. The southbound right turn lane shall have a
minimum of one hundred feet (100') of full width storage and the eastbound left turn lane
shall have a minimum of one hundred fifty feet (150') of full width storage. Off-site
roadway improvements shall have a signed and sealed engineered construction estimate
for the fee -in -lieu and fee -in -lieu paid prior to the issuance of the 3301h Certificate of
Occupancy for the development or when the TiA requires the improvement, whichever
comes first.
Page 4 of 13
71. Beaverdam Creek Sewer Outfall Fee: Payment of a fee for the Beaverdam Creek Sewer
Outfall project (currently approximated to be $1,614.09 per dwelling) will be required to
be paid prior to the building permit issuance for each lot. Listed below is the method of
calculation for each lot's proportional share to the Beaverdam Creek Sewer Outfall
project:
Title Calculation Method Value
Flow capacity for the
Beaverdam Creek Sewer 1,107,301 gallons per day (GPD) 1,107,301 GPD
Outfall project
Average household 250 gallons per da (GPD) 250 GPD
wastewater flow per day g P Y
• $6,500,000 - based on City of Raleigh
Public Utilities construction bid subtotal
• $324,800 - Engineering Budget
• $324,000 - Land Acquisition
• Preject Total = $7,148,800
Total project cost
(estimated)
Number of total homes in
Autumn Lakes
served by the Beaverdam
Creek Sewer Outfall project
Total cost per home
(estimated)
Autumn Lakes homes that
will need to contribute to
the Beaverdam Creek Sewer
Outfall project
Total amount Autumn
Lakes subdivision will need
to contribute to the
Beaverdam Creek Sewer
Outfall project
550 homes
1,107,301 outfall capacity/ 250 GPD per
home =
4,429 homes served
$7,148,800 project cost / 4,429 homes served
= $1,614.09 cost per home
550 homes in Autumn Lakes will need to
contribute to the Beaverdam Creek Sewer
Outfall project
$1,614.09 cost per home x 550 homes =
$887,749.50 amount needed to contribute
toward the Beaverdam Creek Sewer
Outfall project
$7,148,800
550 homes
4,429 homes
$1,614.09 cost
per home
550 homes
$887,749.50
The Town will review during its annual budget process the annual estimates or actual
construction costs and will adjust its fee accordingly to ensure the Town is receiving full cost
reimbursement and the developer is treated reasonably to respect the cost.
Stipulations Relating to Mailbox Kiosk
72. Mailbox Kiosk: Installation and maintenance of mailbox kiosks shall be accordance
to the United States Post Office standards. Access and parking for the mailbox kiosk
site should be in accordance with the latest version of the Town of Zebulon Code of
Page 8 of 13
35. Turn Lanes: A fee -in -lieu shall be required for the additional turn lanes at the intersection
westbound left turn lane
I Road shall be installed. A
of Old Bunn Road and Shepard Schoo c
p
with a minimum of one hundred feet (100') of full width storage on Old Bunn Road at
Shepard School Road shall have a signed and sealed engineered construction estimate for
the fee -in -lieu and fee -in -lieu paid prior to the issuance of the 3301h Certificate of
whichever
requires the improvement, ht
u ane for the development or when the TIA e u s
Occupancy ,
P
Y P
9 P
comes first.
36. Traffic Impact Analysis Recommendations: Recommendations from the TIA by Ramey
Kemp and Associates dated November 2016 and sealed November 22, 2016 will be
incorporated into site plan review by the ZTRC for conformance with Town and NCDOT
standards.
37. Additional Right-of-Way.(Old Bunn Road): Dedication of additional right-of-way along
Old Bunn Road shall be included with each final plat. Dedication amounts may vary
depending on current widths; however, total amount shall be required to equal a total
right-of-way width of a minimum of one hundred feet (100') or as directed by the North
Carolina Department of Transportation.
38. New Roadways: Installation and dedication of any roadway infrastructure,
improvements, or right-of-way widths for any and all phases of the development as
shown on the Illustrative Concept Plan for Autumn Lakes Subdivision shall be in
Drainage
w' version f the Town of Zebulon Street and Storm
accordance with the latest o
g
Fn ineer certification of the
Standards and Specifications Manualspecifications, .
S PB
in it formation
roadway must be provided by a licensed engineer with acceptable bonding t
during the final plat process for the development.
39. Public Roadways: All streets within the Autumn Lakes Subdivision shall be public and in
accordance with the latest version of the Town of Zebulon Street and Storm Drainage
r n Specifications Manuals specifications.
Standards and Spe p
40. Curb and Gutter: All curb and gutter installations throughout the subdivision and along all
rights-of-way should be in accordance with the latest version of the Town of Zebulon
Street and Storm Drainage Standards and Specifications Manual specifications.
41. Bonding: Developer is responsible for posting a bond for final roadway, sidewalk or
issuance of the first building perm it.
amenities improvements for each hose prior to lite ssua
P P p 8p
Developer is fully responsible for all necessary roadway repairs of dedicated streets prior
to final overlay and striping. Regardless of residential construction progress the final
overlay of dedicated streets shall be over -laid within eighteen (18) months of the original
roadway acceptance date for that phase.
42, 'Sidewalks: Each street within the subdivision will be required to have a five foot (5')
wide sidewalk on one side of the street.
43. Sidewalks: Installation of five foot (5') wide sidewalks is required along the north side of
Old Bunn Road. Sidewalks shall be continuous and not interrupted along the interior
roadway development perimeters or as directed by the North Carolina Department of
Transportation. Sidewalks shall be continuous and not interrupted along the interior
roadway development perimeters or as directed by the North Carolina Department of
Transportation. Optional fee -in -lieu for portions of the sidewalk with design
complications associated with offsite improvements may be considered at technical
review.
44. Street Signage: All street signage shall be decorative and must be in accordance with the
latest version of the Town of Zebulon Street and Storm Drainage Standards and
Specifications Manual specifications.
45. Street Lights: The developer is responsible for coordination with Duke Energy on the
lighting plan layout; however, the Town of Zebulon will be approving the lightingplan.
6. Street Lights: The developer is responsible for paying the current Duke Energy fee per
pole to the Town of Zebulon prior to installation.
Page 5 of 13
Ordinances and the Street and Storm Drainage Standards and Specifications Manual
specifications.
73. Mailbox Kiosk: A mailbox kiosk shall be installed prior to final plat approval. There
shall be a minimum of one (1) mailbox kiosk installed for the development.
Stipulations Relating to Fire Code and Blasting
74. Fire Code: Development must comply with the 2012 NC Fire Prevention Code or current
edition adopted for use by the Town of Zebulon, This includes, but is not limited to, the
access roadway requirements, hydrant locations, and blasting.
75. Blasting: Blasting operations shall be conducted in accordance with the provisions of the
NC Fire Prevention Code.
Nothing authorized by the permit may be done until the property owner properly executes and
returns to the Town of Zebulon the attached acknowledgement of the issuance of this permit so
that the Town of Zebulon may have it on file in the Planning Department.
(Signatures onfollowing pages)
Page 9of13
REVISIONS
REV
DATE
COMMENT
BY
g
~
1-22-19
�U
F�
Z o
ui< ox
U W
F J F
irza�a
a
1�
a = J
=�aoa
�w
U®
UaFrAO
og
0
r
-
W
gyp
W
4A
Z a
a -
J Z a
o�
o
t' --
= �
U
a
o z Q
go
W
W
>�UZ
W - O
z z
Z, > F
o' "
?o
<o
�j
'�a
�r�F,
J (7
O W 2
W Z
�xxac9
02
-
-
lL-0
ZF~
J Z J
ao0wQQa
m
g=�
W Z w
Co to Z U K
W W
W
Z
-N
Sam
W
rJ04
w
o w
[�
� �
o: ao
� a a_
4 � 0
Z�CS
(�
�aa�Za
w a W W w
Z- m
aw
r�
U P
2 J F
zac7acn=
tuao
=om==m&
®W
Farnc�F0
O= a- W O w
a
a
waaJcna
�o
W
W �
W
�
oz
�
w
iw
rn W
O o
r 3:
g
om
W W
F-
o W w
w Z a Z 2 z
g
Z � 2 `L `l Z
w
� Z
WW
� w 0�>0 T
a
� rn
a w O w w 0
Z) Z m z Z Z
0
�rn
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: tuR
CAD I. D.: SDO
PROJECT: AUTUMN
LAKES
S
PHASE Ill
FOR
LEil
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
SPECIAL USE
PEIRMIT
SHEET NUMBER:
C-0,2

a
US 64
VICINITY MAP NOT TO SCALE
SURVEYOR'S CERTIFICATE
The undersigned, being a Professional Land Surveyor of the State
of North Carolina certifies to LCI Homes–NC, LLC, their
successors and assigns, -------------- its successors and
assigns and Chicago Title Insurance Company as follows:
This is to certify that this map or plat and the survey on which
it is based were made in accordance with the 2016 Minimum
Standard Detail Requirements for ALTA/NSPS Land Title Surveys,
jointly established and adopted by ALTA and NSPS, and includes
Items 1, 2, 3, 4, 6(a), 7(a), 8, 9, 10(a) 13, 14, 16, 17 and 19 of
Table A thereof, and this survey meets the requirements for an
Urban Survey as defined therein.
The survey was made on the ground on October 3-25 2016 and
correctly shows the area of the subject property, the location
and type of all buildings, structures, and other improvements
situated on the subject property.
'_11 Date of Plat or Map: March 12, 2017
U p
a) Surveyor's Name: David K. Alley
QLicense Number: L-4492
Q_
RR
SPI Signed:-----------------------
N06'1854'E
RR !{ W16-94- (TIE) -�
SPIKE�Z JEAN J. WILLIAMS 3
�1 67 ?9' DB 3D66, PG. 605 ;.
J TAX PIN: 2706600566
MAG 0 ZONING: R-20 vi
NAIL 99 N06•i
.4 8.18"E z
EDGAR ROGER BUNN, IH HEIRS
QUNN FARMS, INC.
D$ 2261 PG, 273
DS 5068; pG 215
TAX PIN: 2706514158
ZONING: R-20
CERTIFICATE OF ACCURACY OF MAPPING
WAKE COUNTY, NORTH CAROLINA
I, DAVID K. ALLEY, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY
SUPERVISION {DEED DESCRIPTION RECORDED IN DEED BOOK 10883,
PAGE 2346 AND DEED BOOK 10919, PAGE 2759); THAT THE
BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES PLOTTED
FROM INFORMATION FOUND IN DEEDS AS REFERENCED HEREON; THAT
THE RATIO OF PRECISION AS CALCULATED IS 1:10000+; THAT THE
SITE CONTROL SHOWN HEREON WAS ESTABLISHED UNDER MY
SUPERVISION FROM AN ACTUAL GPS SURVEY MADE UNDER MY
SUPERVISION AND THE FOLLOWING INFORMATION WAS USED TO
PERFORM. THE GPS SURVEY: 1) CLASS OF SURVEY CLASS A; 2)
POSITIONAL ACCURACY DOES NOT EXCEED 0.10'; 3) TYPE OF GPS
FIELD PROCEDURE STATIC ; 4) DATE OF SURVEY _10/12/16 ;
5) DATUM/EPOCH NAD_83(2011]; 6) PUBLISHED/YIXED CONTROL
OPUS 7)GEIOD MODEL GEIODI2A; COMBINED GRID FACTOR
0-999 8) UNITS U.S. SURVEY FOOT; AND THAT THIS MAP WAS
PREPARED IN ACCORDANCE WITH THE STANDARDS AND PRACTICE FOR
LAND SURVEYING AS OUTLINED BT THE NC ADMINISTRATIVE CODE,
TITLE 21, CHAPTER 56..
WITNESS MY HAND AND OFFICIAL SEAL THIS 26TH DAY OF AUGUST,
2016.
L-4492 -------------------- -- rt
LICENSE NO. PROFESSIONAL LAND SURVEYOR
2136'77'26"E 1235.89'
AXLE
5 23�_ 292.06' 3/4"
102.30' `fir PIPE 1.1.•.1.1.'.',
PIPE—
�� GAY FAMILY LIMITED PARTNERSHIP II
Co
DB 10883, PG. 2346 (TRACT 2) /
II
TAX PIN: 2706601306
ZONING: R-20 ■ • ' ' " " ' ' I
^� I CONCRETE • ' • ' ■ • ■ r ' r ' • ' • ' . ' ■ ' I
"7
R/W MONUMENT • • . • • r • • r I
I
�ry �44 &I I
z1.) a¢ •'■'EXISTING.
•.',•.•
-Wt Q SUBJECT TO EASEMENTS (30' STRIP) TO CP&L 'P,ONQ
ra U 0.-' AS DESCRIBED IN DB 19$1, PG. 05, DB 2210, • . ■ . • .
4 p to ,r, SOIL DRIVEWAY PG. 370 ANIS DB 3133, PG. 745 , •
p I U j 3 "ACCESS"
z va
3/4" PIPE IN CONC. °
1 2 NC GRID COORDINATES '
1 N. 760,212.2345'
E: 2,206,592.3276' •�
+ CURRENT RECORD LEGAL DESCRIPTION AS PER TITLE COMMITMENT
TIE
LINE TABLE
5/8" REBAR W/CAP
NCGS "DURWOOD"
LINE
LENGTH
BEARING
TYPE
iron pin; runs thence north 08 degrees 43 minutes east 3265 feet to a point in a creek, line
L64
60,82
N54630'13'W
CONTROL
E: 2,206,601.03'
L65
470.27
S77616'56'E
CONTROL
NC/GRID ORDINATES
L66
65.76
N77°00'll'w
PROPERTY
according to the records of the Wake County Tax Office.
L67
143.22
NO3'49'21'E
PROPERTY
CGF: 4.99991372 \
L68
112,00
N77'10'22'W
PROPERTY
EXISTING IRON PIN
SURVEYOR'S CERTIFICATE
The undersigned, being a Professional Land Surveyor of the State
of North Carolina certifies to LCI Homes–NC, LLC, their
successors and assigns, -------------- its successors and
assigns and Chicago Title Insurance Company as follows:
This is to certify that this map or plat and the survey on which
it is based were made in accordance with the 2016 Minimum
Standard Detail Requirements for ALTA/NSPS Land Title Surveys,
jointly established and adopted by ALTA and NSPS, and includes
Items 1, 2, 3, 4, 6(a), 7(a), 8, 9, 10(a) 13, 14, 16, 17 and 19 of
Table A thereof, and this survey meets the requirements for an
Urban Survey as defined therein.
The survey was made on the ground on October 3-25 2016 and
correctly shows the area of the subject property, the location
and type of all buildings, structures, and other improvements
situated on the subject property.
'_11 Date of Plat or Map: March 12, 2017
U p
a) Surveyor's Name: David K. Alley
QLicense Number: L-4492
Q_
RR
SPI Signed:-----------------------
N06'1854'E
RR !{ W16-94- (TIE) -�
SPIKE�Z JEAN J. WILLIAMS 3
�1 67 ?9' DB 3D66, PG. 605 ;.
J TAX PIN: 2706600566
MAG 0 ZONING: R-20 vi
NAIL 99 N06•i
.4 8.18"E z
EDGAR ROGER BUNN, IH HEIRS
QUNN FARMS, INC.
D$ 2261 PG, 273
DS 5068; pG 215
TAX PIN: 2706514158
ZONING: R-20
CERTIFICATE OF ACCURACY OF MAPPING
WAKE COUNTY, NORTH CAROLINA
I, DAVID K. ALLEY, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY
SUPERVISION {DEED DESCRIPTION RECORDED IN DEED BOOK 10883,
PAGE 2346 AND DEED BOOK 10919, PAGE 2759); THAT THE
BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES PLOTTED
FROM INFORMATION FOUND IN DEEDS AS REFERENCED HEREON; THAT
THE RATIO OF PRECISION AS CALCULATED IS 1:10000+; THAT THE
SITE CONTROL SHOWN HEREON WAS ESTABLISHED UNDER MY
SUPERVISION FROM AN ACTUAL GPS SURVEY MADE UNDER MY
SUPERVISION AND THE FOLLOWING INFORMATION WAS USED TO
PERFORM. THE GPS SURVEY: 1) CLASS OF SURVEY CLASS A; 2)
POSITIONAL ACCURACY DOES NOT EXCEED 0.10'; 3) TYPE OF GPS
FIELD PROCEDURE STATIC ; 4) DATE OF SURVEY _10/12/16 ;
5) DATUM/EPOCH NAD_83(2011]; 6) PUBLISHED/YIXED CONTROL
OPUS 7)GEIOD MODEL GEIODI2A; COMBINED GRID FACTOR
0-999 8) UNITS U.S. SURVEY FOOT; AND THAT THIS MAP WAS
PREPARED IN ACCORDANCE WITH THE STANDARDS AND PRACTICE FOR
LAND SURVEYING AS OUTLINED BT THE NC ADMINISTRATIVE CODE,
TITLE 21, CHAPTER 56..
WITNESS MY HAND AND OFFICIAL SEAL THIS 26TH DAY OF AUGUST,
2016.
L-4492 -------------------- -- rt
LICENSE NO. PROFESSIONAL LAND SURVEYOR
2136'77'26"E 1235.89'
AXLE
5 23�_ 292.06' 3/4"
102.30' `fir PIPE 1.1.•.1.1.'.',
PIPE—
�� GAY FAMILY LIMITED PARTNERSHIP II
Co
DB 10883, PG. 2346 (TRACT 2) /
II
TAX PIN: 2706601306
ZONING: R-20 ■ • ' ' " " ' ' I
^� I CONCRETE • ' • ' ■ • ■ r ' r ' • ' • ' . ' ■ ' I
"7
R/W MONUMENT • • . • • r • • r I
I
�ry �44 &I I
z1.) a¢ •'■'EXISTING.
•.',•.•
-Wt Q SUBJECT TO EASEMENTS (30' STRIP) TO CP&L 'P,ONQ
ra U 0.-' AS DESCRIBED IN DB 19$1, PG. 05, DB 2210, • . ■ . • .
4 p to ,r, SOIL DRIVEWAY PG. 370 ANIS DB 3133, PG. 745 , •
p I U j 3 "ACCESS"
z va
3/4" PIPE IN CONC. °
1 2 NC GRID COORDINATES '
1 N. 760,212.2345'
E: 2,206,592.3276' •�
+ CURRENT RECORD LEGAL DESCRIPTION AS PER TITLE COMMITMENT
PROJECT CONTROL POINT ,#2
ICV
5/8" REBAR W/CAP
NCGS "DURWOOD"
NC GRID COORDINATES
NC GRID COORDINATES
NAD 83/2011
N: 760,280.4538'
(PUBLISHED)
iron pin; runs thence north 08 degrees 43 minutes east 3265 feet to a point in a creek, line
NAD 83/2011
E: 2,206,183.1042'
N: 759,691.62'
ELEV.: 325.38 (NAVD 88)
E: 2,206,601.03'
PROJECT CONTROL POINT #1
18, 1920 and recorded in Book 423, Page 480, Wake County Registry,
AR WCAP
ECO
(GROUND)
NC/GRID ORDINATES
N: 759,691.76'
NAD 83/2011
E: 2,206,601.02'
N: 760,176.9245'
according to the records of the Wake County Tax Office.
E: 2,206.641.8367'
(M)
ELEV.: 339.13' (NAVD 88)
CATCH BASIN
CGF: 4.99991372 \
LEGEND
NOo•5ra5-W
S88.37'44'E
520.55' (TIE)
EXISTING IRON PIN
O EIP (OR AS DESCRIBED)
EXISTING IRON REBAR
O EIR
PROJECT CONTROL MONUMENT
A (OR AS DESCRIBED)
CONCRETE R/W MONUMENT
[o
NO POINT SET
• NPS
IRON REBAR SET (5/8")
• IRS
MAG NAIL SET
■ MNS
UTILITY POLE
a
LIGHT POLE
Q)Any discrepancy, conflict, access, shortage in area or boundary lines, encroachment, encumbrance, violation,
BOLLARD
S82'42'43'E
SURVEYOR'S CERTIFICATE
The undersigned, being a Professional Land Surveyor of the State
of North Carolina certifies to LCI Homes–NC, LLC, their
successors and assigns, -------------- its successors and
assigns and Chicago Title Insurance Company as follows:
This is to certify that this map or plat and the survey on which
it is based were made in accordance with the 2016 Minimum
Standard Detail Requirements for ALTA/NSPS Land Title Surveys,
jointly established and adopted by ALTA and NSPS, and includes
Items 1, 2, 3, 4, 6(a), 7(a), 8, 9, 10(a) 13, 14, 16, 17 and 19 of
Table A thereof, and this survey meets the requirements for an
Urban Survey as defined therein.
The survey was made on the ground on October 3-25 2016 and
correctly shows the area of the subject property, the location
and type of all buildings, structures, and other improvements
situated on the subject property.
'_11 Date of Plat or Map: March 12, 2017
U p
a) Surveyor's Name: David K. Alley
QLicense Number: L-4492
Q_
RR
SPI Signed:-----------------------
N06'1854'E
RR !{ W16-94- (TIE) -�
SPIKE�Z JEAN J. WILLIAMS 3
�1 67 ?9' DB 3D66, PG. 605 ;.
J TAX PIN: 2706600566
MAG 0 ZONING: R-20 vi
NAIL 99 N06•i
.4 8.18"E z
EDGAR ROGER BUNN, IH HEIRS
QUNN FARMS, INC.
D$ 2261 PG, 273
DS 5068; pG 215
TAX PIN: 2706514158
ZONING: R-20
CERTIFICATE OF ACCURACY OF MAPPING
WAKE COUNTY, NORTH CAROLINA
I, DAVID K. ALLEY, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY
SUPERVISION {DEED DESCRIPTION RECORDED IN DEED BOOK 10883,
PAGE 2346 AND DEED BOOK 10919, PAGE 2759); THAT THE
BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES PLOTTED
FROM INFORMATION FOUND IN DEEDS AS REFERENCED HEREON; THAT
THE RATIO OF PRECISION AS CALCULATED IS 1:10000+; THAT THE
SITE CONTROL SHOWN HEREON WAS ESTABLISHED UNDER MY
SUPERVISION FROM AN ACTUAL GPS SURVEY MADE UNDER MY
SUPERVISION AND THE FOLLOWING INFORMATION WAS USED TO
PERFORM. THE GPS SURVEY: 1) CLASS OF SURVEY CLASS A; 2)
POSITIONAL ACCURACY DOES NOT EXCEED 0.10'; 3) TYPE OF GPS
FIELD PROCEDURE STATIC ; 4) DATE OF SURVEY _10/12/16 ;
5) DATUM/EPOCH NAD_83(2011]; 6) PUBLISHED/YIXED CONTROL
OPUS 7)GEIOD MODEL GEIODI2A; COMBINED GRID FACTOR
0-999 8) UNITS U.S. SURVEY FOOT; AND THAT THIS MAP WAS
PREPARED IN ACCORDANCE WITH THE STANDARDS AND PRACTICE FOR
LAND SURVEYING AS OUTLINED BT THE NC ADMINISTRATIVE CODE,
TITLE 21, CHAPTER 56..
WITNESS MY HAND AND OFFICIAL SEAL THIS 26TH DAY OF AUGUST,
2016.
L-4492 -------------------- -- rt
LICENSE NO. PROFESSIONAL LAND SURVEYOR
2136'77'26"E 1235.89'
AXLE
5 23�_ 292.06' 3/4"
102.30' `fir PIPE 1.1.•.1.1.'.',
PIPE—
�� GAY FAMILY LIMITED PARTNERSHIP II
Co
DB 10883, PG. 2346 (TRACT 2) /
II
TAX PIN: 2706601306
ZONING: R-20 ■ • ' ' " " ' ' I
^� I CONCRETE • ' • ' ■ • ■ r ' r ' • ' • ' . ' ■ ' I
"7
R/W MONUMENT • • . • • r • • r I
I
�ry �44 &I I
z1.) a¢ •'■'EXISTING.
•.',•.•
-Wt Q SUBJECT TO EASEMENTS (30' STRIP) TO CP&L 'P,ONQ
ra U 0.-' AS DESCRIBED IN DB 19$1, PG. 05, DB 2210, • . ■ . • .
4 p to ,r, SOIL DRIVEWAY PG. 370 ANIS DB 3133, PG. 745 , •
p I U j 3 "ACCESS"
z va
3/4" PIPE IN CONC. °
1 2 NC GRID COORDINATES '
1 N. 760,212.2345'
E: 2,206,592.3276' •�
+ CURRENT RECORD LEGAL DESCRIPTION AS PER TITLE COMMITMENT
J(f TRACT I:
ICV
BEGINNING at a spike in the Bunn Road; runs thence with said road north 72 degrees 46
BEGINNING at a stake, corner ofW. P. Joyner & R. J. Whitley,
minutes west 1261 feet to a spike in said road; runs thence north 08 degrees 43 minutes
thence N. 10-45 E. 1848 feet to a stake in center of Beaver Dam Creek,
east 143 feet to an iron pin; runs thence north 72 degrees 4$ minutes west 112 feet to an
thence dawn the creek to a stake on the south bank of the creek, thence S.
iron pin; runs thence north 08 degrees 43 minutes east 3265 feet to a point in a creek, line
1 I -W 1759 feet to a stake, and thence N. 75 W. 702 feet to a stake, the
of J. K. Barrow; runs thence with said creek in a south easterly direction 920 feet; runs
point of beginning, containing 27 112 acres, more or less, and being Lot 1
thence with the old creek bpd in a south easterly direction 780 feet to an iron pin; runs
allotted Bernice Bell Finch by Report of Commissioners dated December
thence south 11 degrees 23 minutes west with the line of Sell and E. D. Finch 2887.6 feet
18, 1920 and recorded in Book 423, Page 480, Wake County Registry,
to the point of beginning and containing 102.52 acres according to Shook & Pearce dated
being the sole heir of Bernice BeII Finch, who died September 20, 1958
April 1958,
according to records of estate appearing in the Office of the Clerk of
There is excepted from the property hereinabove described the following parcels:
Superior Court of Wake County. Less and except any lands taken by
highway easement. Being 22.97 acres and PIN 2746.04-72-9236
N78'13'57'E
according to the records of the Wake County Tax Office.
■ That certain tract ofland comatnmg 1.37 acres as is described in deed recorded to
Book 3066, Page 605, Wake County Registry.
• That certain tract ofland containing 11.84 acres as is described in deed recorded in
Book 6493, Page 695, Wake County Registry.
• That certain tract of land containing 1.00 acre as is described in deed recorded in
Book 6493, Page 698, Wake County Registry.
• That certain land acquired by the State Highway Commission in Consent Judgment
recorded in Book 2015, Page 97, Wake County Registry.
The remaining land comprising approximately 82 acres, more or Iess and identified as the
"remaining parcel 82 acres pluslminus" on map recorded in Book of Maps 1995, Page 171,
Wake County Registry.
BOER, LLC
TDB PIN:32706427500
12 ZONING: R-20
N0437'5z"E 1735.61'
f 725.61'
(NAD 83/2011)
SOIL DRIVEWAY 5103 •0 ~„ SOIL ROAD /II "JURI JURISDICTIONAL"
0
i7 I "ACCESS FROM OLD 2 W 1U33,97.'
BUNN ROAD"_ -
z , C \\ RICHARD PR Ireo
/ ePIP E
Z, D@k JOYNER
8
GAY FAMILY LIMITED PARTNERSHIP II
$�2 9 MB 19gg; PG. 956
TAX PIN' 270 -, 171 DB 10883 PG 2346 (TRACT 1)
WATER VALVE 0 WV Chicago Title Insurance Company zONING. R-200 901 TAX PIN: 2706fi1S78S
r, 't t N b 17 04145CH – Eff t' D t M h 6 2416 t 8 QO
IRRIGATION CONTROL VALVE
®
ICV
omml men um er. – ec Ivv a e. arc a am
LENGTH
COMBINED GRID FACTOR
CGF
FIRE HYDRANT
up
L2
SCHEDULE B – SECTION It EXCEPTIONS
FOD
L3
41.11
SIGN
DROP INLET CURB INLET°❑
–zr-
DI / Cl
ODefects, liens, encumbrances, adverse claims or other matter, if any, created, first appearing in the public records
L5
NOTE
TDP OF WALL
–
41.89
N78'13'57'E
or attaching subsequent to the Effective Date but prior to the date the proposed Insured acquires for value of
MEASURED
(M)
L8
CATCH BASIN
❑
CB
record the estate or interest or mortgage thereon covered by this Commitment. –NOT A MATTER OF SURVEY
S88.37'44'E
L10
2.
OPEN THROAT CATCH BASIN
®
O.T.C.B.
S47.50'56'E
L12
co
W
N84638'38'E
MANHOLE
48.65
3.
2 Taxes or assessments for the year 2017, and subsequent years, not yet due or payable. —NOT A MATTER OF SURVEY
o0
016
—
SEWER MANHOLE
a
UNSURVEYED PROPERTY LINE
Q)Any discrepancy, conflict, access, shortage in area or boundary lines, encroachment, encumbrance, violation,
23.89
S82'42'43'E
L17
STORM MANHOLE
S46'51'25'E
L18
variation, overlap, setback, easement or claims of easement, riparian right, and title to land within roads, ways,
4.
FENCE LINE
75.26
TELEPHONE MANHOLE
IT
24.24
railroads, watercourses, burial grounds, marshes, dredged or filled areas or land below the mean highwater mark
EP
47.90
N15"03'42'E
L22
19.05
N33'04'54'E
or within the bounds of any adjoining body of water, or other adverse circumstance affecting the Title that would be
EDGE OF GRAVEL
EG
L24
WELL
5-
OVERHEAD UTILITY
disclosed by a current inspection and accurate and complete land survey of the Land. —AS SHOWN HEREON
N85'06'54'E
L26
31.48
FIBER OPTIC MARKER
s
F.O.M.
— —
6•
0
S65448'39'E
CABLE PEDESTAL
©
N55°46'00'E
O The correctness of the square footage/acreage computation contained in the description of the Land is not
24.94
ss
SS
TELEPHONE PEDESTAL
❑T
L32
Insured. —NOT A MATTER OF SURVEY
S79'47'04'E
L33
GAS LINE
BORE HOLE
9
G
(DRights of others in and to the continuous and uninterrupted flow of the waters bounding or crossing the Land and
UNDERGROUND TELEPHONE LINE
45.69
UT
HAND HOLD BOX
7.
UNDERGROUND FIBER OPTIC
riparian and/or littoral rights incident to the Land. —NOT A MATTER OF SURVEY — CREEK SHOWN HEREON
FI3
FO
L38
POWER TRANSFORMER
NCGS MONUMENT
S62"15'26'E
V
NO7O2'5TIE
Easement deed by Court Order in Settlement of Landowner Action recorded in Book 15487, page 578. � 949.96' (TIE)
S52'31'21'E
ELECTRIC LINE
GUY
uE
uE
—BLANKET EASEMENT -- NOTE THAT CURRENT OWNER WAS LISTED WITH ANOTHER PARCEL. \
N58'29'41'E
L42
146.75
TITLE COMMITMENT REFERENCES
(DDeed of Easement With General Warranty for Sanitary Sewer Temporary Construction recorded in Book 16147,
CONCRETE
S17'43'49'E
L44
YARD SPIGOT/HYDRANT
S78'29'35'E
YH
page 708. —AS SHOWN HEREON
R/W MONUMENT
L46
47.50
RIGHT—OF—WAY
L47
R/W
�Q8 Any right, easement, setback, interest, claim, encroachment, encumbrance, violation, variations or other adverse
L48
16.90
S86°48'51'E
CONCRETE MONUMENT
44.79
CM
circumstance affecting the Title disclosed by plat(s) recorded in Book of Maps 2015, page 48. —AS SHOWN HEREON
16.65
S02°59'42'E
L51
CHORD
S41.09'36'E
OH
[9 Easements to Carolina Power & Light Company recorded in Book 1981, page 5; Book 2210, page 370; and Book
2
�•
SIGHT EASEMENT
S01'54'03'E
SE
3133, page 745. [As to Tract 1] –AS SHOWN HEREON
2
rPIPE
DEED BOOKPLAT
S74"19'15'E
DB
29.74
S49"58'34'E
L57
BOOK
S19"56'34'W
PB
L�J� Memorandum of Action recorded in Book 1985, page 224; and Consent Judgment recorded in Book 2015, page
S74'14'28'E
PAGE
S28'13'33'E
PG
97. [As to Tract 1] –R/W ACQUISITION FOR US HIGHWAY 64 AND IS SHOWN HEREON
S62'37'51'E
L61
SQUARE FEET
N67'15'33'E
S.F.
0 Agreement for Communications Systems Easement to American Telephone and Telegraph Company recorded in
S65'26'21'E
CONCRETE
R/W MONUMENT
POINT OF BEGINNING
N69.57'37'E
POB
Book 3668, page 624. [As to Tract 1] —15' EASEMENT — NOT ABLE TO DETERMINE LOCATION
BUILDING HEIGHT
B.H.
Line Agreement in Book 5280, to Tract 1] SHOWN HEREON
FINISHED FLOOR ELEVATION
FFE
Boundary recorded page 344. [As —AS
POLYVINYL CHLORIDE PIPE
PVC
Any right, easement, setback, interest, claim, encroachment, encumbrance, violation, variations or other adverse
F'
REINFORCED CONCRETE PIPE
RCP
circumstance affecting the Title disclosed by plat(s) recorded in Book of Maps 1995, page 171. [As to Tract 1]
CORRUGATED METAL PIPE
CMP
—AS SHOWN HEREON
�
Sfi .oGJ
DUCTILE IRON PIPE
DIP
PIN
84 Deed of Easement in favor of the State Highway Commission recorded in Book 2011, page 241. [As to Tract II]
rL�y�O�O GS 74 S,
TAX PARCEL ID NUMBER
—R/W ACQUISITION FOR US HIGHWAY 64 AND IS SHOWN HEREON
� �T�� 6'r ��-
BACK OF CURB��L
CURB CUT Ce L Agreement for Communications Systems Easement to American Telephone and Telegrah Company recorded in
��F
BITUMINOUS SURFACE TREATMENT BST Book 3718, page 224. [As to Tract II] —15' EASEMENT — NOT ABLE TO DETERMINE LOCATION > d+
CONCRETE
CONC.
STATE
LINE
LENGTH
COMBINED GRID FACTOR
CGF
10.58
S28.41'53'E
L2
FULL OF DEBRIS
FOD
L3
41.11
S77.41'59'E
RAILROAD SPIKE
RRS
S44'29'30'E
L5
NOTE
TDP OF WALL
TW
41.89
N78'13'57'E
1.
MEASURED
(M)
L8
38.58
S38437'59'E
RECORDED
(R)
S88.37'44'E
L10
2.
BOUNDARY LINE
1_11
158.03
S47.50'56'E
L12
25.33
N84638'38'E
L13
48.65
3.
RIGHT—OF—WAY LINE
24.79
—
—
20.00
UNSURVEYED PROPERTY LINE
L16
23.89
S82'42'43'E
L17
119.30
S46'51'25'E
L18
41.40
4.
FENCE LINE
75.26
x
x
24.24
EDGE OF PAVEMENT
EP
47.90
N15"03'42'E
L22
19.05
N33'04'54'E
L23
EDGE OF GRAVEL
EG
L24
62.32
5-
OVERHEAD UTILITY
35.84
N85'06'54'E
L26
31.48
EASEMENT
L27
—
— —
6•
CREEK OR DITCH LINE
S65448'39'E
L29
32.87
N55°46'00'E
SEWER LINE
24.94
ss
SS
24.53
S26°42'46'E
L32
28.62
S79'47'04'E
L33
GAS LINE
N65.54'28'E
G
G
S83,58,501E
UNDERGROUND TELEPHONE LINE
45.69
UT
UT
7.
UNDERGROUND FIBER OPTIC
L37
FI3
FO
L38
WATER LINE
S62"15'26'E
V
V
S52'31'21'E
ELECTRIC LINE
20.92
uE
uE
81
PROPERTY TIE LINE
WOODS LINE
WETLAND LINE
S:
RAW ERROR OF CLOSURE 1:20,000+, MISCLOSURE WAS
DISTRIBUTED BY COMPASS RULE.
AREA DETERMINED BY COORDINATE COMPUTATIONS.
DASHED LINES REPRESENT INFORMATION TAKEN FROM
DEED OR PLAT.
DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
UNLESS NOTED OTHERWISE.
SUBJECT PROPERTY ZONED: SHOWN HEREON BASED ON WAKE
COUNTY GIS
THIS PROPERTY IS IN ZONE "X" AREA DETERMINED TO
BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN EXCEPT
FOR THE AREA ALONG BEAVERDAM CREEK (SEE MAP FOR
DETAILS), ACCORDING TO F.I.R.M. PANEL NO. 2706J, MAP
NUMBER 3720270600) EFFECTIVE DATE MAY 05, 2006,
NC GRID/NAD 83 (NSRS 2011) COORDINATES WERE
ESTABLISHED BY USING THE NORTH CAROLINA VIRTUAL
REFERENCE SYSTEM AND AN OPUS SOLU'T'ION.
VERTICAL DATUM (NAVD 88) WAS ESTABLISHED BY USING THE
NORTH CAROLINA REFERENCE SYSTEM AND AN OPUS SOLUTION.
100 YEAR FLOODLINE (APPROX.) F1 REFERENCES:
500 YEAR FLOODLINE (APPROX.) F5 1. MAP BOOK 1995, PAGE 171. WAKE COUNTY REGISTRY
FLOODWAY (APPROX.) FW
C 2. MAP BOOK 1888, PAGE 1143, WAKE COUNTY REGISTRY
CONTROL ACCESS
A 3. VOLUME 1, PG, 15, WAKE COUNTY REGISTRY (NCDOT PROJECT 6.801824)
4. ALL DEEDS AND MAPS SHOWN HEREON.
WETLANDS (DELINEATED BY OTHERS)
ZONING: R-20
AREA = 3,730,790 SO FT. or 85.65 ACRES f
--------- I "' 4,3/4" 10.00'
--- --------- PIPE
Soft RO,�� • ' • a
a
. � f �F . r . • LL'
.•.•.•.� In �� .•.•. °°
ID
r
JURISDICTIONAL"
:E-XIt1qqG- a5
POND
', v Leh G'vPG�
4
••••ti's•
.�,
.
�
` •EkIS11N1G'
•P'ONU
41538.25'
1 -E 1912.14' (TOTAL)
GAY FAMILY LIMITED PARTNERSHIP 11
DB 10919, PG. 2759
TAX PIN: 2706729236
ZONING: R-20
AREA = 975,054 SQ FT. or 22.38 ACRES
q WSJ mAa
or
�6'• '
�2lr - "JURISDICTIONAL"
GAY FAMILY LIMITED PARTNERSHIP II 74
c
DB 10919, PG. 2759 \ 9
TAX PIN: 2706729236
ZONING: R--20 (�
CONCRETE
203'16'21"E R/W MONUMENT
CONCRETE \ 536.63' (TIE)
R/W MONUMENT
SURVEYOR OBSERVATIONS: \
9. WITHOUT EXPRESSING A LEGAL OPINION AS TO OWNERSHIP OR TO THE NATURE OF A
POTENTIAL ENCROACHMENT, THERE ARE NO APPARENT ENCROACHMENT(S) AS PER THE
EVIDENCE SHOWN ON THIS SURVEY
10. THERE WAS EARTH MOVING OBSERVED DURING THE TIME OF OUR FIELD SURVEY – THE \
CONSTRUCTION OF THE SANITARY SEWER LINE – AS SHOWN HEREON \
12. NO EVIDENCE OF SITE BEING USED AS A SOLID WASTE DUMP, SUMP OR SANITARY
LANDFILL THE DURING TIME OF OUR FIELD SURVEY.
13. AS SHOWN HEREON THIS PLAT, THE SUBJECT PROPERTY HAS ACCESS TO PRIMARY
ACCESSWAY – THE PROPERTY LINE LIES WITHIN OLD BUNN ROAD, A PUBLIC ROAD.
14. WETLAND MARKERS WERE OBSERVED DURING THE FIELD SURVEY AND
ARE SHOWN HEREON AS DETERMINED BY SUMMIT
(CONTACT: MICHAEL D. ZAVISLAK, NRCC–EAC, CHMM, CIH PE) 9
15. CURRENT RECORD LEGAL DESCRIPTION IS NOT BASED ON THIS SURVEY.
16. ADJOINING PROPERTY OWNED BY RICHARD PATRICK JOYNER ACCESSES THROUGH \
SUBJECT PROPERTY AS SHOWN.
Lyv'��
• 00 TROY CUR11S DEAN
JACKIE C. DEAN
I • ' �W ' 1 DB 8192, PG. 1003
TAX PIN: 2706647735
ZONING: R-20
rYQ
' • • • V
40' PERMANENT SANITARY SEWER EASEMENT
AS SHOWN ON MB 2015, PG. 048 AND • ' . . . . . ���`
DESCRIBED IN D6 16147, PG. 708 I ° rI
Ln
.�.
I rya
CHARLES DENNIS DEBNAM
YVONNE A. DEBNAM
• • L34
DB 8476, PG. 1626
��' •�•'•'•''•'•'L3� TAX PIN: 2706744179
$ • ' • ' '�' "� ZONING: R-20
r ► ■ • ♦' 73.$9=' ► ` • ■ . • ..alb 1
• .. ■yea° �'yo' CHARLES DENNIS DEBNAM
YVONNE A. DEBNAM
I5c' DB 11497, PG. 068
• TAX PIN: 2706746107
41 V`ZONING: R-20
LJ8' L47
7,
�9
• • . ' . 'V gip, . ;•wry
'■'•' 53
CHARLES DENNIS DEBNAM
• X37 `! G4� YVONNE A. DEBNAM
Q DB 11497, PG. 068
I I . 5 �P _,. TAX PIN: 2706840062
t �GJ ZONING: R-20
'a
714.07'
S03'1621 "W 793.33' (TOTAL) • 79.26'
_ PRELIMINARY PLAT
NOT FOR RECORDATION,
CONVEYANCES, OR SALES
\ `Y
\ lf�
GRAPHIC SCALE
1513 0 75 150 300 600
3
\ 4'-
'�'J ( IN FEET )
1 inch = 150 ft.
NC GRID (NAD 83/2011)
PATRICIA K. WESTOVER
DB 8231, PG. 1844
TAX PIN: 2706548655
ZONING: R-20
CALLS ALONG C/L BEAVERDAM CREEK
ALTAINSPS LAND TITLE SURVEY FOR.,
LCI HOMES -NIC., LLC
OWNER.
GAY FAMILY LIMITED PARTNERSHIP II
104 W NORTON STREET
ZEBULON, NC 27597
TAX PIN: 27061615785
DEED BOOK 10883, PAGE 2346
85.65 ACRES +/– (TOTAL)
TAX PIN: 2706729236
DEED BOOK 10919, PAGE 2759
22.38 ACRES +/– (TOTAL)
TOTAL AREA = 108.03 +/
Allied Associates, P.A.
4720 KESTER MILL ROAD PHONE [phone]
WINSTON-SALEM, N.C. 27103 FAX [phone]
www.alliedapa.com NC LICENSE C-2198
SCALE TOWNSHIP
LINE TABLE
STATE
LINE
LENGTH
BEARING
Ll
10.58
S28.41'53'E
L2
69.05
N67.55'41'E
L3
41.11
S77.41'59'E
L4
45.49
S44'29'30'E
L5
41.97
S54'30'10'E
L6
41.89
N78'13'57'E
L7
33.89
N76'48'46'E
L8
38.58
S38437'59'E
L9
36.45
S88.37'44'E
L10
46.08
S30.36'48'E
1_11
158.03
S47.50'56'E
L12
25.33
N84638'38'E
L13
48.65
S55.49'52'E
L14
24.79
S25°19'51'E
L15
20.00
S58'51'39'E
L16
23.89
S82'42'43'E
L17
119.30
S46'51'25'E
L18
41.40
S72.43'59'E
L19
75.26
S88"54'54'E
L20
24.24
N72"07'37'E
L21
47.90
N15"03'42'E
L22
19.05
N33'04'54'E
L23
52.86
S77'52'56'E
L24
62.32
S53'00'20'E
L25
35.84
N85'06'54'E
L26
31.48
S65'34'31'E
L27
98.44
S39411'32'E
L28
70.37
S65448'39'E
L29
32.87
N55°46'00'E
L30
24.94
N71°13'39'E
L31
24.53
S26°42'46'E
L32
28.62
S79'47'04'E
L33
34.43
N65.54'28'E
L34
14.23
S83,58,501E
L35
45.69
S23°41'16'E
L36
33.15
S56.22'04'E
L37
31.97
S76'56'11'E
L38
39.45
S62"15'26'E
L39
48.82
S52'31'21'E
L40
20.92
S40'30'38'E
L41
23.68
N58'29'41'E
L42
146.75
S38'22'22'E
L43
26.49
S17'43'49'E
L44
27.29
S78'29'35'E
L45
49.16
S50'19'45'E
L46
47.50
S65.09'57'E
L47
21.65
S13043'55'E
L48
16.90
S86°48'51'E
L49
44.79
S29,33,58,E
L50
16.65
S02°59'42'E
L51
27.30
S41.09'36'E
L52
27.78
S53.46'53'E
L53
20.86
S01'54'03'E
L54
20.46
S31°11'09'E
L55
52.58
S74"19'15'E
L56
29.74
S49"58'34'E
L57
42.00
S19"56'34'W
L58
41.34
S74'14'28'E
L59
65.10
S28'13'33'E
L60
26.21
S62'37'51'E
L61
59.81
N67'15'33'E
L62
41.23
S65'26'21'E
L63
46.42
N69.57'37'E
ALTAINSPS LAND TITLE SURVEY FOR.,
LCI HOMES -NIC., LLC
OWNER.
GAY FAMILY LIMITED PARTNERSHIP II
104 W NORTON STREET
ZEBULON, NC 27597
TAX PIN: 27061615785
DEED BOOK 10883, PAGE 2346
85.65 ACRES +/– (TOTAL)
TAX PIN: 2706729236
DEED BOOK 10919, PAGE 2759
22.38 ACRES +/– (TOTAL)
TOTAL AREA = 108.03 +/
Allied Associates, P.A.
4720 KESTER MILL ROAD PHONE [phone]
WINSTON-SALEM, N.C. 27103 FAX [phone]
www.alliedapa.com NC LICENSE C-2198
SCALE TOWNSHIP
COUNTY
STATE
DATE
1" = 150' LITTLE RIVER
WAKE
NORTH CAROLINA
03/12/17
SURVEYED: MAPPED-
JOB NO.
MAP NO.
TDS
TR RW PJ DA
PA160922
OBZ.dwg
OBZ
© AMed Assoc., P.A. 2016 1

0
Q �
�D
�o
SITE
S ROCTOR
at❑
US 264
US 64
VICINITY MAP NOT TO SCALE
LEGEND
c 1
TYPE
L64
EXISTING IRON PIN
O
EIP (OR
AS DESCRIBED)
EXISTING IRON REBAR
O
EIR
L66
PROJECT CONTROL MONUMENT
A
(OR AS
DESCRIBED)
CONCRETE R/W MONUMENT
0
PROPERTY
L681
NO POINT SET
•
NPS
Bast 1630.63 feat .to an ir= Atak&; rUnIL thenen with
an iron
the lirse of Massey South 720 32' Bast 1255'.61 %reter
IRON REBAR SET (5/8")
•
IRS
stake: rnnsRthence With the, ILM.th
Joyner South 10' 19' West 1213.04 f*et to an iron stake in the
MAG NAIL SET
•
MNS
JEAN J. WILLIAMS
UTILITY POLE
stake in the a,araterlind of S.R. 2320: runs thence north 70' 08'
West 414.32 feet
!
!
DB 3066, PG. 605
! TAX PIN: 2706600566
LIGHT POLE
CD
m
MAGcQ
r
r �r E
PSP
BOLLARD
°
�t
.�
NAIL
WATER VALVE
0
WV
with the "no of Hindley North 08' 12' East 703.80 feet to a nail
Md cap in th4 CCnterline of S.R. 2320:
IRRIGATION CONTROL VALVE
0
ICV
the centerline of S.R. 2320; runs thesce ftrth 22' 25' East 30.25
feet, to an iron stake in the
FIRE HYDRANT
northeLft right-of-vay line of
i ° R. 2320, the point and placo of 8(BGI't�]IIrd10 and being all of a
18.57
0 °45'23" ,-k
292.05'
SIGN
3/4"
!
102-30'
� �
DROP INLET - CURB INLET
l7
DI / CI
CATCH BASIN
❑
CB
OPEN THROAT CATCH BASIN
❑
O•T•C•B•
MANHOLE
O
SEWER MANHOLE
DB 10883,
PG.
STORM MANHOLE
! r
TAX PIN: 2706601306
TELEPHONE MANHOLE
Q
ZONING:
WELL
"
FIBER OPTIC MARKER
F.O.M.
CABLE PEDESTAL
R/W MONUMENT
TELEPHONE PEDESTAL
❑T
BORE HOLE
HAND HOLD BOX
POWER TRANSFORMER
NCGS MONUMENT
GUY
m
TITLE COMMITMENT REFERENCES 0
YARD SPIGOT/HYDRANT
Y
Q
RIGHT-OF-WAY
R/W
CONCRETE MONUMENT
CM
CHORD
CH
SIGHT EASEMENT
SE
DEED BOOK
OB
PLAT BOOK
PB
PAGE
PG
SQUARE FEET
S.F.
POINT OF BEGINNING
POB
BUILDING HEIGHT
B.H.
FINISHED FLOOR ELEVATION
FFE
POLYVINYL CHLORIDE PIPE
PVC
REINFORCED CONCRETE PIPE
RCP
CORRUGATED METAL PIPE
CMP
DUCTILE IRON PIPE
DIP
TAX PARCEL ID NUMBER
PIN
BACK OF CURB
BC
CURB CUT
CC
BITUMINOUS SURFACE TREATMENT
RST
CONCRETE
CONC.
COMBINED GRID FACTOR
COF
FULL OF DEBRIS
FOD
RAILROAD SPIKE
RRS
TOP OF WALL
TW
MEASURED
(M)
RECORDED
(R)
BOUNDARY LINE
RIGHT-OF-WAY LINE
UNSURVEYED PROPERTY LINE
FENCE LINE
x
x
EDGE OF PAVEMENT
EP
EDGE OF GRAVEL
EG
OVERHEAD UTILITY
°"U 2HU
EASEMENT
- - -
CREEK OR DITCH LINE
— . . .
— . . . ^"
SEWER LINE
ss
ss
GAS LINE
G
G
UNDERGROUND TELEPHONE LINE
UT
UT
UNDERGROUND FIBER OPTIC
F0
F°
WATER LINE
W
W
ELECTRIC LINE
UE
UE
PROPERTY TIE LINE
—
WOODS LINE
WETLAND LINE
100 YEAR FLOODLINE (APPROX.)
F1
500 YEAR FLOODLINE (APPROX.)
F5
FLOODWAY (APPROX.)
FW
CONTROL ACCESS (1)
NOTES:
1. RAW ERROR OF CLOSURE 1:20,040+, MISCLOSURE WAS
DISTRIBUTED BY COMPASS RULE.
2. AREA DETERMINED BY COORDINATE COMPUTATIONS.
3. DASHED LINES REPRESENT INFORMATION TAKEN FROM
DEED OR PLAT.
4, DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
UNLESS NOTED OTHERWISE.
5. SUBJECT PROPERTY ZONED: SHOWN HEREON BASED ON WAKE
COUNTY GIS
6. THIS PROPERTY IS IN ZONE "X" AREA DETERMINED TO
BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN EXCEPT
FOR THE AREA ALONG BEAVERDAM CREEK (SEE MAP FOR
DETAILS), ACCORDING TO F.I.R.M. PANEL NO. 2706J, MAP
NUMBER 37202706003 EFFECTIVE DATE MAY 05, 2006.
7. NC GRID/NAD 83 (NSRS 2011) COORDINATES WERE
ESTABLISHED BY USING THE NORTH CAROLINA VIRTUAL
REFERENCE SYSTEM AND AN OPUS SOLUTION.
8. VERTICAL DATUM (NAVD 88) WAS ESTABLISHED BY USING THE
NORTH CAROLINA REFERENCE SYSTEM AND AN OPUS SOLUTION.
SURVEYOR OBSERVATIONS:
9. WITHOUT EXPRESSING A LEGAL OPINION AS TO OWNERSHIP OR TO THE NATURE OF
POTENTIAL ENCROACHMENT, THERE ARE NO APPARENT ENCROACHMENT(S) AS PER T
EVIDENCE SHOWN ON THIS SURVEY
10, THERE WAS NO EARTH MOVING OBSERVED DURING THE TIME OF OUR FIELD SURVE
12. NO EVIDENCE OF SITE BEING USED AS A SOLID WASTE DUMP, SUMP OR SANITARY
LANDFILL THE DURING TIME OF OUR FIELD SURVEY,
13. AS SHOWN HEREON THIS PLAT, THE SUBJECT PROPERTY HAS ACCESS TO PRIMARY
ACCESSWAY — THE PROPERTY LINE LIES WITHIN OLD BUNN ROAD, A PUBLIC ROAD.
14. WETLAND MARKERS WERE OBSERVED DURING THE FIELD SURVEY AND
ARE SHOWN HEREON AS DETERMINED BY SUMMIT
(CONTACT: MICHAEL D. ZAVISLAK, NRCC—EAC, CHMM, CIH PE)
15. CURRENT RECORD LEGAL DESCRIPTION IS NOT BASED ON THIS SURVEY.
SURVEYOR'S CERTIFICATE
The undersigned, being a Professional Land Surveyor of the State
of North Carolina certifies to LCI Homes --NC, LLC, their
successors and assigns, -------------- its successors and
assigns and Chicago Title Insurance Company as follows:
This is to certify that this map or plat and the survey on which
it is based were made in accordance with the 2016 Minimum
Standard Detail Requirements for ALTA/NSPS Land Title Surveys,
jointly established and adopted by ALTA and NSPS, and includes
Items 1, 2, 3, 4, 6(a), 7(a), 8, 9, 10(a) 13, 14, 16, 17 and 19 of
Table A thereof, and this survey meets the requirements for an
Urban Survey as defined therein.
The survey was made on the ground on October 3-25. 2016 and
correctly shows the area of the subject property, the location
and type of all buildings, structures, and other improvements
situated on the subject property.
Date of Plat or Map: March 12, 2017
Surveyor's Name: David K. Alley
License Number: L-4492
Signed
CERTIFICATE OF ACCURACY OF MAPPING
WAKE COUNTY, NORTH CAROLINA
I, DAVID K. ALLEY, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY
SUPERVISION (DEED DESCRIPTION RECORDED IN DEED BOOK 2261
PAGE 273, AND DEED BOOK 5465, PAGE 215); THAT THE
BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES PLOTTED
FROM INFORMATION FOUND IN DEEDS AS REFERENCED HEREON; THAT
THE RATIO OF PRECISION AS CALCULATED IS 1:10000+; THAT THE
SITE CONTROL SHOWN HEREON WAS ESTABLISHED UNDER MY
SUPERVISION FROM AN ACTUAL GPS SURVEY MADE UNDER MY
SUPERVISION AND THE FOLLOWING INFORMATION WAS USED TO
PERFORM THE GPS SURVEY: 1) CLASS OF SURVEY �; 2)
POSITIONAL ACCURACY DOES NOT EXCEED 0.10'; 3) TYPE OF GPS
FIELD PROCEDURE STATIC : 4) DATE OF SURVEY 10/12,16
5) DATUM/EPOCH NAD_83(20111; 6) PUBLISHED/FIXED CONTROL
OPUS 7)GEIOD MODEL GEIODIA; COMBINED GRID FACTOR
l /4"
! IPE
30•
1
+
}� a +
Io 00
N
z!!�
A 1
HE
r
Y. r
i
J
J
r
r� r
N
_ Co
00
Z r
+
J r
rr SOIL
J ROAD
� rf
! fN p ' DILAPIDATED
!}Nt
(0? DWELLING
f .tt
00 0) C\1
p U t
REFERENCES:
1, MAP BOOK 1995, PAGE 171, WAKE COUNTY REGISTRY
2, MAP BOOK 1989, PAGE 1143, WAKE COUNTY REGISTRY
3. VOLUME 1, PG. 15, WAKE COUNTY REGISTRY (NCDOT PROJECT 6.801824)
4, ALL DEEDS AND MAPS SHOWN HEREON.
NC GRID (NAD 83/2011)
BOER, LLC
DB 15435, PG. 765
TAX PIN: 2705427500
ZONING: R-20
�#
15 24'36 7
660
7629 85' 12'
(TO TOL)
ra rr
EXISTING AGRICULTURAL POND
- NON JURISDICTIONAL
I \
' � 1
ct C) --LE
Q z�\04
Q SUBJECT TO EASEMENTS (30') TO CP&L AS
.� DESCRIBED IN DB 4386, PG. 938
QCO C)W CV rn�
o
a � . 1 CV E I
,,, Z
co
� o
SUBJECT TO EASEMENTS (30') TO DUKE ENERGY
PROGRESS, INC. AS DESCRIBED IN DB 15537, PG.
0.99991372; 9) UNITS U.S. SURVEY FOOT; AND THAT THIS MAP WAS ! 1 1232 AND DB 15537, PG. 1235
PREPARED IN ACCORDANCE WITH THE STANDARDS AND PRACTICE FOR
LAND SURVEYING AS OUTLINED BT THE NC ADMINISTRATIVE CODE,
TITLE 21, CHAPTER 56..
WITNESS MY HAND AND OFFICIAL SEAL THIS 26TH DAY OF AUGUST, r
2016.
L-4492 --------------------------- C
LICENSE NO. PROFESSIONAL LAND SURVEYOR ! !
��oc r
°O to i
TIE FROM PROJECT CONTROL POINT #2 ► Ja
TO EXISTING RR SPIKE "POB" !
N80°47'22"W 266.74' ,
1
PROJECT CONTROL POINT #2
WETLANDS 5/8" REBAR W/CAP
(DELINEATED BY OTHERS) NC GRID COORDINATES
NAD 83/2011
N: 760,280.4538'
E: 2,206,183.1042'
ELEV.: 325.38' (NAVD 88)
TIE LINE TABLE
c 1
TYPE
L64
60.82
RR SPIKE "POB" J
!
L65
470,27
S77°16'56'E
NC GRID COORDINATES
L66
65,76
N77°00'11'YW
PROPERTY
N: 760,323.1459'
!
NO3°49'21"E
PROPERTY
L681
E: 2,205,919.8229'
e rl
PROPERTY
Bast 1630.63 feat .to an ir= Atak&; rUnIL thenen with
an iron
the lirse of Massey South 720 32' Bast 1255'.61 %reter
3/4"
(NAD 83/2011)
r � S06°I8 54
�„w 416.94'
stake: rnnsRthence With the, ILM.th
Joyner South 10' 19' West 1213.04 f*et to an iron stake in the
PIPE
RR
SPIKE
X10
67 P\pE
JEAN J. WILLIAMS
stake in the a,araterlind of S.R. 2320: runs thence north 70' 08'
West 414.32 feet
!
!
DB 3066, PG. 605
! TAX PIN: 2706600566
C\J
f
CD
m
MAGcQ
r
r �r E
PSP
ZONING. R-20
% nort,hm staarn right-of-way
rine of new U. S. Highway fit by-pass 1 rUne thence with tLe w=thwester
�t
.�
NAIL
r
c
N06° g
00
z
with the "no of Hindley North 08' 12' East 703.80 feet to a nail
Md cap in th4 CCnterline of S.R. 2320:
runes thmme with the center -
Line of S.R. 2320 north 74■ 554 west 705.33 feet to a nail and cap
Ln
8"E
the centerline of S.R. 2320; runs thesce ftrth 22' 25' East 30.25
feet, to an iron stake in the
northeLft right-of-vay line of
i ° R. 2320, the point and placo of 8(BGI't�]IIrd10 and being all of a
18.57
0 °45'23" ,-k
292.05'
�NT'orZdgaar
JURISNAL" `
3/4"
!
102-30'
� �
PIPE
1/2"
PIPE
n 1;4-
GAY FAMILY LIMITED PARTNERSHIP II
r
DB 10883,
PG.
2346
! r
TAX PIN: 2706601306
J r
ZONING:
R-20
"
CONCRETE
R/W MONUMENT
TIE LINE TABLE
LINE LENGTH BEARING
TYPE
L64
60.82
N54°30'134W
C❑NTR❑L
L65
470,27
S77°16'56'E
CONTROL
L66
65,76
N77°00'11'YW
PROPERTY
L67
143.22
NO3°49'21"E
PROPERTY
L681
112,00
N77"10'22uW
PROPERTY
I
PRELIMINARY PLAT
NOT FOR RECORDATION,
CONVEYANCES, OR SALES
EDGAR ROGER BUNN, III HEIRS
BUNN FARMS, INC.
DB 2261, PG. 273
DB 5068, PG. 215
TAX PIN: 2706514158
ZONING: R-20
AREA = 2,265,600 SQ FT. or 52.01 ACRES t
GAY FAMILY LIMITED PARTNERSHIP II
DB 10883, PG. 2,346
TAX PIN: 2706615785
r❑ }1
EXISTING AGRICULTURAL POND
- NON JURISDICTIONAL
1
1
I
� l
S06-17'26 "W 1235.89'
ZONING: R-20 '
cc
SPRING
HEAD
Chicago Title Insurance Company
Commitment Number: 17-04290CH Effective Date: March 6, 2016 at 8:00 am.
SCHEDULE B — SECTION ii EXCEPTIONS
QrDefects, liens, encumbrances, adverse claims or other matter, if any, created, first appearing in the public records
attaching subsequent to the Effective Date but prior to the date the proposed Insured acquires for value of
record the estate or interest or mortgage thereon covered by this Commitment. —NOT A MATTER OF SURVEY
Q Taxes or assessments for the year 2017, and subsequent years, not yet due or payable. —NOT A MATTER OF SURVEY
Rights) of way to Department of Transportation recorded in Book 2612, page 35. —INTERSECTION OF SR #2320
D SR #2341 — SUBJECT PROPERTY HAS FRONTAGE ON SR #2320
TAgreement for Communications Systems Easement to American Telephone & Telegraph Company recorded in
ok 3704, page 813. --15' EASEMENT — NOT ABLE TO DETERMINE LOCATION
Q5. Right(s) of way to Corolino Power & Light Company recorded in Book 4386, page 938. —AS SHOWN HEREON
(DEasement(s) to Duke Energy Progress, Inc. recorded in Book 15537, page 1232. —AS SHOWN HEREON
i[7 Easement(s) to Duke Energy Progress, Inc. recorded in Book 15537, page 1235, —AS SHOWN HEREON
The correctness of the square footage/acreage computation contained in the description of the Land is not
insured. —NOT A MATTER OF SURVEY
Q Title to any portion of the Land lying within the right of way of S.R. 2320. —NOT A MATTER OF SURVEY
0Rights of others in and to the continuous and uninterrupted flow of the waters bounding or crossing the Land and
riparian and/or littoral rights incident to the Land. —NOT A MATTER OF SURVEY — POND AND CREEKS SHOWN HEREON
99 Any discrepancy, conflict, access, shortage in area or boundary lines, encroachment, encumbrance, violation,
variation, overlap, setback, easement or claims of easement, riparian right, and title to land within roads, ways,
railroads, watercourses, burial grounds, marshes, dredged or filled areas or land below the mean highwater mark
or within the bounds of any adjoining body of water, or other adverse circumstance affecting the Title that would be
disclosed by ❑ current inspection and accurate and complete land survey of the Land. —AS SHOWN HEREON
1/2" REBAR IN
CONCRETE MONUMENT
0
Lo 0
r�r
0
U nr
0
CIO
ri d
QD
o�
F�
AXLE
ALTA/NSPS LAND TITLE SURVEY FOR:
LCI HOMES -NC., LLC
1 EXISTING AGRICULTURAL PC
NDN JURISDICTIONAL
tGRAYHIL SCALE
100 0 50 100 200
( IN FEET )
1 inch = 100 ft.
OWNER:
EDGAR ROGER BUNN, III HEIRS
BUNN FARMS, INC.
436 E SECOND STREET
OCEAN ISLE, NC 28469
TAX PIN: 2706514158
DEED BOOK 2261, PAGE 273
DEED BOOK 5068, PAGE 215
52.01 ACRES +/- (TOTAL)
Allied Associates, P.A.
4720 KE57ER MILLROAD PHONE {336) 765-2377
WINSTON—SALEM, N.C. 27103 FAX [phone]
www.ciliedcipa.com NC LICENSE C-2198
400 SCALE TOWNSHIP COUNTY STATE DATE
1 " = 100' LITTLE RIVER WAKE NORTH CAROLINA 12/20/16
SURVEYED: MAPPED: JOB N0, MAP NO. TDS
TR JW PJ DA PA160922 OBZ-50.dwg OBZ
Allied Assoc., P. A. 2016
CURRENT RECORD LEGAL DESCRIPTION AS PER TITLE COMMITMENT
!�
"wt certain tract Of Und +ccmtaLnieng 58.57 acres, mors or�
1"s, located is Little River low nohig. wake County, North
(0 a
Carolina; and hounded, now or formerly, bi natural bouadarfe$
and/or land$
V ►Y7
�7 r D
ro rr tV
awned by a*td/or in the Possession of persons as
faiior+s = North by or. L. dl. KA819eX, East by J. R. Joyner,
pfncri PXVWrty
N
and Si! 2320, south by OR 2320 and right -of -arty
of new US 64 Ey-pa,tsr &nd. Meat by 0r. L. M Massey
" 0
: and Wlzdley
Property; said tvact lying approximately are mil* worth fro
MARS H e
-��
follows; of lm • and being more specif ica3ly described as
AREA T�
=19 -
�— 10 if
Mamma at an iron stake in the riUoorthwM right-cf-wan Bine
of S.R. 2320 2a14 iIr'oa
stag being located at "a intex tiaD
of the nvxthern right-v#-+aey liDO of S.R. 3320 a.rrd the soetheaetern
corer of Dr. L. K. *assay; rung ttomce ,With the Lint of maasey
North 22'.- 25,
Bast 1630.63 feat .to an ir= Atak&; rUnIL thenen with
an iron
the lirse of Massey South 720 32' Bast 1255'.61 %reter
_to
W�e45�2 teence unison
106 9of
stake: rnnsRthence With the, ILM.th
Joyner South 10' 19' West 1213.04 f*et to an iron stake in the
eeorthern right'o'f'•'Yalf line of S.R. 23201 runs tbmCe South 1D'
19' 146st 30.50 fest to
a teari,l and Cap in the r.,anterline of
5.1. 23201 runs thence worth 700 00' hest 87.51 feet to an ircm
stake in the a,araterlind of S.R. 2320: runs thence north 70' 08'
West 414.32 feet
to a nail and cap in the aanterlinm of S.R. 23201
"As th"Ce South 27' 28'
West 30.30 feet to an iron stance in the
south rn right-of"My rim of S.R. 23201 runs thence South 270 20'
Wast 373.54 feet to an frfom gt&ke; runs � South 110 O7' lseat
01•29feett0 S d17Gr tl� monument i the
% nort,hm staarn right-of-way
rine of new U. S. Highway fit by-pass 1 rUne thence with tLe w=thwester
rigbt-of-way lfne of the n U. S. Highway 64 BY-Paaa South 824-
$9' est 289.25 feet to
a concrete monumamt in the northwestern
sight -Of -gray litre of V. s. Sighwar* 64 8y -Dass, runs thence
with the "no of Hindley North 08' 12' East 703.80 feet to a nail
Md cap in th4 CCnterline of S.R. 2320:
runes thmme with the center -
Line of S.R. 2320 north 74■ 554 west 705.33 feet to a nail and cap
Ln
the centerline of S.R. 2320; runs thesce ftrth 22' 25' East 30.25
feet, to an iron stake in the
northeLft right-of-vay line of
i ° R. 2320, the point and placo of 8(BGI't�]IIrd10 and being all of a
18.57
acre tract of lard aocvrding tv a map and mrvey of Garold
I- Mullen, R.L.S. dated AgMst 9 ■ 1974 and entitl.*d Survey
�NT'orZdgaar
JURISNAL" `
"eraunn, j r. aad Edgar Roger Dean,III,Limitlalover
�°mghip+ flake County, worth Car*11ina°■
AXLE
ALTA/NSPS LAND TITLE SURVEY FOR:
LCI HOMES -NC., LLC
1 EXISTING AGRICULTURAL PC
NDN JURISDICTIONAL
tGRAYHIL SCALE
100 0 50 100 200
( IN FEET )
1 inch = 100 ft.
OWNER:
EDGAR ROGER BUNN, III HEIRS
BUNN FARMS, INC.
436 E SECOND STREET
OCEAN ISLE, NC 28469
TAX PIN: 2706514158
DEED BOOK 2261, PAGE 273
DEED BOOK 5068, PAGE 215
52.01 ACRES +/- (TOTAL)
Allied Associates, P.A.
4720 KE57ER MILLROAD PHONE {336) 765-2377
WINSTON—SALEM, N.C. 27103 FAX [phone]
www.ciliedcipa.com NC LICENSE C-2198
400 SCALE TOWNSHIP COUNTY STATE DATE
1 " = 100' LITTLE RIVER WAKE NORTH CAROLINA 12/20/16
SURVEYED: MAPPED: JOB N0, MAP NO. TDS
TR JW PJ DA PA160922 OBZ-50.dwg OBZ
Allied Assoc., P. A. 2016

PATRICIA K. WESTOIVER
DS 8231, PG 1844
TAX PIN.- 2706548655
ZONING.- R-20
CHARLES DENNIS DESNAM
YVONNE A. DESNAM
—DS 8476, PG. 1626
TAX PIN.- 2706744179
ZONING.- R-20
CHARLES DENNIS DESNAM
MONNE A. DESNAM
I
I
I
I
I
I
I
I
I
I
I
\F,o�
� 100 YR
VENTS, LL
PG. 1190 /
X068198521
'-13-SUD 1
I
I
I
I
I
I
I
I
I
LIMITED
PARTNERSHIP
D8
10883,
PG.
2346
TAX
PIN.
2706601306
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057DP0 - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:35 PM LAST SAVED BY: OKAIJA
0
SEE AUB��20
Cp0 X60%
61OzU�E� 1,PP� �C15 8p182¢
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
DEMOLITION LEGEND
EXISTING NOTE
TYPICAL NOTE TEXT
DEMOLITION NOTE
BY
PROPERTY
LINE
1-22-19
PER TOWN COMMENTS
ADJACENT
LOT LINE
CONCRETE CURB &
GUTTER
— — — — —
------
SOIL ROAD
---------------
WIRE
FENCE
-X----X----X----
LOD LOD
LIMITS OF
DISTURBANCE
100 YR 100 YR
100 -YR FLOODPLAIN
FP FP
FLOODWAY
W W
UNDERGROUND
WATER LINE
OH OH
OVERHEAD WIRE
FO F0—
FIBER OPTIC
- -
STORM SEWER
««««««<
—S S
SANITARY SEWER MAIN
HYDRANT
,0
UTILITY POLE/LIGHT
OSANITARY
MANHOLE
❑❑
STORM INLET
0
GUY WIRE
m
TREELINE
WETLANDS
GENERAL L NOTES
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF
ZEBULON STANDARDS AND SPECIFICATIONS.
2. EXISTING SURVEY AND TOPOGRAPHIC INFORMATION IS BASED ON FIELD SURVEY PROVIDED BY ALLIED
ASSOCIATES, PA TITLED "BOUNDARY SURVEY OF: GAY FAMILY PARTNERSHIP II", DATED OCTOBER, 26
2016, AS WELL AS ADDITIONAL TOPOGRAPHIC SURVEY PERFORMED BY BOHLER ENGINEERING NC,
PLLC ON 4/28/17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING
CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK. THE CONTRACTOR SHALL IMMEDIATELY
NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.
3. PHASE 1 SHOWN BASED ON AUTUMN LAKES PHASE 1 APPROVED PLANS.
4. BASED ON THE DELINEATION AND REPORT PROVIDED BY SUMMIT ENGINEERING, LABORATORY AND
TESTING, P.C. THERE ARE SIX JURISDICTIONAL WETLANDS, SEVEN JURISDICTIONAL CHANNELS, & TWO
JURISDICTIONAL PONDS LOCATED ON THE SITE. ALL BUFFERS SHOWN HEREIN ARE BASED ON THIS
DELINEATION.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, COORDINATING, AND PAYMENT FOR ALL
NECESSARY LOCATING SERVICES INCLUDING INDEPENDENT LOCATING SERVICES. THE CONTRACTOR
SHALL HAVE ALL EXISTING UTILITIES LOCATED AT LEAST 48 HOURS PRIOR TO BEGINNING DEMOLITION,
EXCAVATION, OR ANY OTHER FORM OF CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY
NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.
6. ALL SUB -SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION DOCUMENTS ARE SHOWN IN THEIR
APPROXIMATE LOCATION BASED ON SURVEY INFORMATION GATHERED FROM FIELD INSPECTION
AND/OR ANY OTHER APPLICABLE RECORD DRAWINGS WHICH MAY BE AVAILABLE. IT IS SOLELY THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY ACTUAL IN PLACE SUB -SURFACE UTILITY INFORMATION
INCLUDING HORIZONTAL AND VERTICAL LOCATION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY
THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.
7. EXISTING IMPROVEMENTS DAMAGED OR DESTROYED BY THE CONTRACTOR DURING CONSTRUCTION
SHALL BE RESTORED OR REPLACED TO ORIGINAL CONDITION AND TO THE SATISFACTION OF THE
OWNER'S REPRESENTATIVE AT THE CONTRACTOR'S EXPENSE.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL PERMITS, INSPECTIONS,
CERTIFICATIONS, AND OTHER REQUIREMENTS WHICH MUST BE MET UNDER THIS CONTRACT OR TOWN
OF ZEBULON REQUIREMENTS ARE OBTAINED.
9. IF DEPARTURES FROM THE PROJECT DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY
THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREFORE SHALL BE SUBMITTED
TO THE OWNER'S REPRESENTATIVE FOR REVIEW PRIOR TO CONSTRUCTION. NO DEPARTURES FROM
THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE
OWNER'S REPRESENTATIVE.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE RELOCATION OF ANY EXISTING UTILITY
INFRASTRUCTURE REQUIRED TO COMPLETE ANY PORTION OF CONSTRUCTION. THE CONTRACTOR
SHALL ALSO BE RESPONSIBLE FOR THE COORDINATION AND COSTS OF ASSOCIATED WORK.
11. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR METHODS
ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
DEMOLITION NOTES
1. REFER TO GENERAL NOTES ON SHEET C-0.1.
2. ALL EXISTING SITE FEATURES, INCLUDING BUT NOT LIMITED TO FENCING, UTILITIES, BUILDINGS,
SEPTIC TANKS, WELLS, SIGNS, PAVING, SHALL BE REMOVED EVEN IF NOT SHOWN ON THIS PLAN.
3. ANY MATERIALS REMOVED AS PART OF DEMOLITION FOR THIS PROJECT SHALL BE PROPERLY
DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS.
4. ANY MATERIALS REMOVED AS PART OF DEMOLITION FOR THIS PROJECT SHALL BE REMOVED
COMPLETELY. THE EXCAVATED AREA SHALL BE BACKFILLED WITH CLEAN FILL MATERIAL AND
COMPACTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL
ENGINEER.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF EXISTING TREES AND OTHER
VEGETATION, ONLY AS NECESSARY FOR CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.
6. WITH ANY CONCRETE SHOWN TO BE REMOVED, THE CONTRACTOR SHALL REMOVE THE CONCRETE TO
THE NEAREST JOINT OR SAW CUT TO PROVIDE CLEAN EDGE.
7. WITH ANY ASPHALT SHOWN TO BE REMOVED, THE CONTRACTOR SHALL SAW CUT TO PROVIDE A
CLEAN EDGE.
8. ALL UTILITIES TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE APPROPRIATE
UTILITY PROVIDER PRIOR TO CONSTRUCTION. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR
TO ENSURE THAT ALL NECESSARY MEASURES ARE TAKEN, WHETHER TEMPORARY OR PERMANENT,
TO ALLOW FOR PROPER FUNCTIONING OF EXISTING UTILITIES.
9. ANY EXISTING WELL HEADS SHALL BE REMOVED TO A MINIMUM OF FIVE (5) FEET BELOW PROPOSED
FINAL GRADE AND ABANDONED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL
LAWS. CONTRACTOR SHALL VERIFY THAT WELL HEADS ARE REMOVED TO A DEPTH SUITABLE FOR THE
INSTALLATION OF INFRASTRUCTURE AND UTILITIES IN GRADE ABOVE, INCLUDING BUT NOT LIMITED TO
STORM DRAINAGE, SANITARY SEWER, WATER, AND ASSOCIATED SERVICES. ALL SERVICE LINES FROM
THE WELL SHALL BE COMPLETELY REMOVED. ANY WORK PERFORMED ON THE WELL MUST BE DONE
BY A LICENSED UTILITY CONTRACTOR.
10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING THE LOCATION & EXTENTS OF ANY
SEPTIC SYSTEM AND REMOVING COMPLETELY. ANY REMOVAL MUST BE IN ACCORDANCE WITH ALL
APPLICABLE FEDERAL, STATE, AND LOCAL LAWS.
11. ALL EXISTING DRAINAGE PIPES AND FENCES WITHIN DEVELOPED AREA SHALL BE REMOVED
COMPLETELY.
N
200 100 50 0 200
1 "= 200'
�T4 Cn
W (a7 O X
F IJL J F
=�aoaw
a u® °a��no[Tj
00
.....
w 44 F ° o
T� z a
V <
Z¢
W °
W4� �Wz>�°o aw
�,� �zz>zF
4� O W W Q: z oti
a.r�� x x a c�
z ��c�w=gym
J 0 0z
J<
� ¢ 0 0 W¢ Q
Z of z
m<nz0X� opo=
owu ♦....♦ g�z
Hog w m w
W ��� of o 2
w �z� wQ aa= om
o a 'W ¢
Hj ®z Z==�m
F� CJjF� zaw c,Q n=
> > w O o
v °m = = CO
� a o
z0 0 2!z W O W a
wto
o
uaz� r o o � 00
��
3:° Y W w
W <<z-2 z LL
zz ¢ W ZO O)- O} = g
U) 3:U) 3: 3:X
5- W O W W O o
° z m z z z
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" _SW
CAD I. D.: DPO
PROJECT: AUTUMN
LAKES
PHASE III
FOR
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
0 00 � \I E\
IE14 GHN E1ERHN G MID, IFILLC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
EXISTING
SHEET NUMBER:
C-2,0

H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057SO0 - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:35 PM LAST SAVED BY: OKAIJA

20' OF FOUR RAIL COMPOSITE I D 1
1 I I SAFETY FENCING D
1 O
A
1 - — I • � / \ \ ° �\ iib m 1
Z
ob
m
Z I / 20' PUBLIC TOWN OF \ \� \ MANHOLE E I m
ZEBULON DRAINAGE - \ PE\ASTESTATION yOLE D „I
L / &ACCESS EASEMENT \� TOP = 266.34 TOP = 257.95 = _
�r 's
INV OUT 24246459 = - — _ = = — _ m 1 m
INV IN = 246.20
— _ lWV OUT = 2\ 10� � CC/)
� / / _ 1
I / �O\ L —D —LOB— —LO D
HADD. 20' ZONE 2 BUFFER (TYP.) \ . • , ' i •s ' • . ° ' M ' •,� �,,
30' ZONE 1 BUFFER (TYP.)o _ ��-Lp _LO��\ \ \
1
BENCH AND TRASH �p
RECEPTACLE ON \` 1
CONCRETE PAD \ \ \ 1 \
1 L
10' PUBLIC TOWN OF ZEBULON �� 1
GREENWAY WITHIN O
30' GREENWAY \ 1
— I TRAIL EASEMENT \
>— \
1 � I I OPEN SPACE °o
O
30'
_ 10' PUBLIC TOWN OF 1
ZEBULON TRAIL WITHIN r
30'ACCESSEASEMENT o
1 L — I / EXISTINC POND
I LOD���
/ -JURISDICTIONAL I I / - ` 0 00
I _II ----- / /� r moo , , l •_ _ � \ SCM #1 1 \
(WETPOND) 1 \
I � o I _I � / / / o � Ili• i �I , � \ �
HANDICAP RAMP
— I 16 070 SF fZAGGED / / \ > / (TYP.) SHT D-1.0
1 _L I WETLANDS "o,
/ / O \ CONSTRUCT SC-8 .6ADETAIL #20
1 ) r AREA (HATCHED) / / �o / \ PER DETAIL #25 ON SHEET23 00 \
1 I _I W / / 2 \
1 L 41V/
-- - / / i �� \ `\ k�Q 14.5' Sx
/ \ \
C.. Cg1(i1MERCl-41V \SO 1 \
11 I I // / /�'L" O ALK (TY P�}C KIOSK \
/ I _ '� , / 10' X 70' CLEAR SIGHT�� � -� TRIANGLE (TYP.)
i 0
I
s
10' X 70' CLEAR SIGHT /
TRIANGLE (TYP.
MOONL/T PLACE 5' coNc. � \ / \ , / � ,
I
' \ \ 30' ZONE 1 BUFFER (TYP) SIDEWALK (TYP.)
ADD. 20' ZONE 2 BUFFER
501f �■
20' HOA STORM DRAINAGE AND
o MAINTENANCE EASEMENT
SSC/' v
1 I I I I o I r
10'X 70' CLEAR SIGHT
I I I J 1 TRIANGLE (TYP.)
00
I ---- 1
Nv-
ZZ Kil
1 I \ \ \ 1 HANDICAP RAMP
_\
(TYP.) SHT D-1.0 s vI - \ / � — \ 8,144 SF FLAGGED \ \ , _ DETAIL #20 r / r 5' CONC.
_-- 1 � \ �\ / ' / � ° SIDEWALK(TYP.)Wf `\I
AREA (HATCHED) \ \ 1 1 CLEAR SIGHT
TRIANGLE
— — — — r
20' H1 A STORM DRAINAGEAND � � / \\ � 10' X 70' CLEAR SIGHT
TRIANGLE (TYP.)
I 1�MAINTENANCE EASEMENT \\ \ O
LO
HANDICAP RAMP \ /
MATCHLINE: SEE SHEETS C-3.1 (TYP.)SHTD-1.0 i
DETAIL#20
r
�I I MATCHLINE: SEE SHEETS C-3.2 kp�l f° \ \
1I III I / 1_ 1 1 1 I 10'X 70'CLEAR TR ANG E (TYPSIGHT
SIGHT DISTANCE EASEMENT CURVE TABLE
CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057SPO - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:36 PM LAST SAVED BY: OKAIJA
ROAD CENTERLINE
LINE TABLE
LINE BEARING DISTANCE
GRAPHIC LEGEND
EXISTING NOTE
TYPICAL NOTE TEXT
PROPOSED NOTE
COMMENT
PROPERTY/LEASE
LINE
g
~
1-22-19
�U
��p
ADJACENT
LOT LINE
BUILDING OR PARKING
SETBACK
_
x
F J F
CURB &
GUTTER
z a a
FLUSH
CURB
PARKING
COUNT
6
ELEC. TRANSFORMER
ON CONC. PAD
U a F U 0
� g
PAVEMENT
STRIPING - 4" SSYL
STOP SIGN
v
a
ADA ACCESSIBLE
PARKING SIGN
a
PAINTED STOP BAR
Z Q
TREE
\C
STREET LIGHT
TYP. SETBACK DETAIL
SCALE: 1" = 20'
I
I
I
EDGE OF---,,\
TRAVELLANE
I
I i
TYP. INTERSECTION DETAIL
SCALE: 1" = 20'
N
2
60 30 15 0 60
1 "= 60'
SIGN
\R 2'
'HITE
CATION
N
\R AND
JALK
REVISIONS
REV
DATE
COMMENT
BY
g
~
1-22-19
�U
��p
z o
Ld O
,F"`
u W
x
F J F
z a a
U®
U a F U 0
� g
zts
a
a
Z Q
®
Do En
} U
W
w
Lr > w V
w z z> z p
0WWJ
zs
'LL
aC
�J
Ur
0zz��z
o�
z J
0 0 111Q
m
g
m U z U K
N�
2- w
z�
wa=
}
� o
w w
z�z
(�/•
WZ QaWWmw
QwN
�1
b
���
= J
W�=Z)m¢0
a N
Gwo
z
^4 V
®W
I- J F 1- 0
O=!z w O w
as
a
W
W
w
iw
fa w
o 0-
>-
-r Q 3:
om
(�L1U
o >w w
W Z<Z�Z
i.
�Pa
Z�2YY�
o
U z
Q W O>' 0 z
o
a- z 0 z z z
�ri)
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" --Sw
CAD I. D.: SPO
PROJECT: AUTUMN
]LAKES
PHASE III
FOR
LEil
HOMES
LOCATION OF SI°]C1-E
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
1 _Q1 R'
000�L�
ENGINEERING N0, IPILILC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
rSHEET TITLE:
SITE PLAN
AREA A
SHEET NUMBER:
C-31

T_H_I�■ESEE
.��SHEETS
1___�_■M____��_�
�I MATCHLINE: SEE SHEETS C-3.2
1 '•
1
ZONE 2 BUFF , (TYP.,
1 BUFFER (TYP.)
1
1
1
1
1
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057SPO -PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:37 PM LAST SAVED BY: OKAIJA
1 \
1 10' X 70' CLEAR SIGHT k0� `p\o VV _
1 1 TRIANGLE (TYP.)
\ HANDICAP RAMP
(TYP.) SHT D-1.0 I
DETAIL #20
1 \
J
r 2g g B
1 \ o
-
-
r —
1 0 �
+\u
\ ` e
—
m w
M
—
— � 1
r \ 1
1
\ HANDICAP RAMP
(TYP.) SHT 6-1.0
— – ' DETAIL#20
-- 1
1
1 \
V 1 1
HANDICAP RAMP
(TYP.) SHT D-1.0
DETAIL #20 ^
r
/
cs 1 /
10' X 70' CLEAR SIGHT \ 2 \
TRIANGLE (TYP.) O�2
\ \ xpp G
5' CONC.
� `SIDEWALK (TYP.)
10'X 70' CLEAR SIGHT \ \ \
TRIANGLE (TYP.)
10'X 70' CLEAR SIGHT \
\ TRIANGLE (TYP.)
1 20' HOA STORM DRAINAGE AND
MAINTENANCE EASEMENT
10' X 70' CLEAR SIGHT \ \\
TRIANGLE (TYP.) \
I
\ / \ 00 I 1
\
x,
HANDICAP RAMP \ <�
` (TYP.) SHT D-1.0 Q \
` 61x DETAIL #20
s ✓
Z\ so
10'X 70' CLEAR SIGHT
TRIANGLE (TYP.)
\
1
/ 5' CONC. 1
! 50 1+00 SIDEWALK (TY ) \ ` j
I�
-7 T
\ 20' HOA STORM DRAINAGE AND
\ MAINTENANCE EASEMENT =
A" �� ��,�o'
\
10,X-7-0' CLEAR SIGHT
\ / TRIANGLE (TYP.)
rll'X71'CLEARSIGHT�
TRIANGLE (TYP.)
20' HOA STORM DRAINAGE AND \ ✓ /
MAINTENANCE EASEMENT
10'X 70' CLEA
1\
\ .
HANDICAP f
(TYP.) SHT [
DETAIL #20
Iry
\ \\ > TRI (TYP.)
1
y
2j 04 \
® \ 1 /
i O 26 SIDEWALK (TYP.) \ \\ 1>\ / SIDEWAI
LINO COURT
CRACK
\ \ / 20' HOA STORM DRAINAGE AND--"""X
ND ■\ � \
MAINTENANCE EASEMENT 1 \
p/o°
01 1 �
OPEN SPACE
■ </ 1\\
■
■ oo
■ >
■ 1
0
_ __ __ >Soil
J14
P1,Pf S89°58'37V 712.05' PROPERTY BOUNDARY
IN / \ EX. FENCE 10' TYPE'A' 1
LANDSCAPE BUFFER 5' CONC. SIDEWALK (TYP.)—//
1
I
,I 1
1
/ 1
/ 1
C7
/ I m 1 m
I
cn
m 1 m
cn cn
/ 1
m 1 m
/ I cn 1 cn
J I
� \ C7 1 C7
\ I 191�
i
GRAPHICLEGEND
EXISTING NOTE
TYPICAL NOTE TEXT
PROPOSED NOTE
COMMENT
PROPERTY/LEASE
LINE
1
1-22-19
�U
ADJACENT
LOT LINE
_-------_
BUILDING OR
PARKING SETBACK
O W
F Q lJL LL~
CURB &
GUTTER
FLUSH
CURB
---------------------
PARKING
COUNT
6
w
ELEC. TRANSFORMER
ON CONC. PAD
U®
PAVEMENT
STRIPING - 4" SSYL
STOP SIGN
T
ADA ACCESSIBLE
PARKING SIGN
PAINTED STOP BAR
104
TREE
igU
CO
STREET LIGHT
®
J;.1
SIGHT DISTANCE EASEMENT CURVE TABLE
CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT
ROAD CENTERLINE
LINE TABLE
LINEBEARING DISTANCE
©N
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
�U
o
wz< ox
O W
F Q lJL LL~
a
p
¢ J
=�a0a
w
U®
U¢ F.
-Z
104
Z Q
igU
®
J;.1
}
z
So
uizz>z�
'LL
a C
Ur
6F�
QQa
oN�
m v7 Z U K
w w
m a w
wW
TQC?
Q
�aa�a
wQ www
Z==J m
a
b
r�
�
----¢0
Qi�N
G'S
P4
®W
U) 0 0
Z)JF = _
_ r
o wow
a
W
w
2
va �1
0 0
g
W
Wo
z w w
wZ¢Z�Z
=�
Z��YYz�aw>-�=o
o
C)4
o
5 U) 3� 3: W
nZCOZZ
m�
�4 ri)
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" --Sw
CAD I. D.: SPO
PROJECT: AUTUMN
LAKES
PHASE III
FOR
LEil
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
000�L� ILK
IENGHN E]ERING NO, ]PILILO
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
rSHEET TITLE:
SITE PLAN
AREA B
SHEET NUMBER:
C-3,2

1� l
N #1 1 \
'OND)
1 \
1 \
\ 1
IDICAP RAMP 1
AIL #20
?0
� 1 /
I
-
o �
NEW 30' COR
�j PUBLIC SAN.
SEWER EASEMENT 1
I' I %%
I 1
I 9 1
_ I _ _ _ _ _ _ _ _ _ _ _ _ _ _ �- 1
- - - - - - - - - J 1
\ MANHOLE F
TOP = 257.03
INV IN = 245.81 1
\ INV OUT = 245.56 i 1
WITHIN BLANKET \ \
��.''N� \�
�HOA/DEVttVPER \ I oy y 1
MAINTENANCE & SEMENT
FES -102 RIPMP - 10�EMERGENCYTHE C/L SEAVERDAM CREMIN. 28'(L) X 43')W� X 15" (T) . � �SPILLWAY
S� /5 THE ACTUAL PROPERTY LINE FP�FP 1
\ CLASS II RIPRAP \ 1
\AV rpmr � 1
\ L 4' MIN. HIGH VINYL COATED FP g \F 1
\ °b CHAIN LINK SAFETY FENCE S'FP/FP0
\ \ BENCH AND TRASH RECEPTACLE X61 �FP�
SCM #1 \ ON CONCRETE PAD _ V -FP PET WASTE STATION AFF 'R`/
(WETPOND) \ \ $ INV OUT = 244.71 ��` FP
FES -400 RIPRAPP
\ \ IJP_ MIN. 18'(L) X 30'(W) X 12" (T) 2 , TOP 25
\/ MANHOLE
20' PUBLIC TOWN OF \ _ \� = 7.8. �
\ \ °O \ \ SAFETY R RAIL COMPOSITE �j 1� I 10� �� / t1� 1
ZEBULON DRAINAGE LO ING
D
\ & ACCESS EASEMENT \ / �� ��
NI/=
o�aoi �01 °��C \ \ \ �11 pan III
20' PUBLIC TOWN OF _ — — i / \ \
ZEBULON DRAINAGE 100 vo
&ACCESS EASEMENT O°� \ MANHOLE H \ \ 100 --
FES-100
/
TOP = 264.34 \ \
FES.15' RIPRAP / OOl � \ \ MANHOLE J
MIN. 15' (L) X 25' (W) X 12" (T) --30' ZONE 1 BUFFER (TYR� O°7 �—OOl 1
10' PUBLIC TOWN OF ZEBULONO°� \ \ ✓ iTOP 25
= 8.72
I /
10' X 70' CLE�SIGHT GREENWAY WITHIN TEMPORARY BARRICADE I \
/ I l ADD. 20' ZONE 2 BUFFER (TYP., 30' GREENWAY FOR DEAD END
/ x�D TRIAN(jLE (TYP.) / , I / / / TRAIL EASEMENT (SEE DETAIL SHEET D-1.1) /
\ / �sxoO
?0 OPEN SPACE 1
10' PUBLIC TOWN OF
ZEBUL��4/ 3�% < I I 120' ACCOESS EAIS MI ENIT 264 INVESTMENTS, LLC
xo e/ �C o \ \ I I DS 16478, PG. 1190
\ �/ 10' X 70' CLEAR SIGH `9� ` I I I 1 TAX PIN.• 2706819852 1
i TRIANGLE (TYP.) \ I I V ZONING.' R- I3-50 1
\ SIDEWALK (TYP.) 3 I \
ONSTRUCT GREENWAY ACCESS
R DETAIL #25 ON SHEET C-8.6 \ \ I I 1
FES -600 RIPRAP \ \
X\ / \ i / I MIN. 5'(L) X 10'(W) X 6" (T) \ \ I
NEW 30' COR PUBLIC SAN. \ \ 1
SEWER EASEMENT \ I
FES -300 RIPRAP
\\
MIN. 5' (L) X 10'(W) X 6" (T) \ p
001 007 \O \ \ \ 10' LANDSCAPE BUFFER- 1
20' HOA STORM DRAINAGE AND I I I I
Ii O° MAINTENANCE EASEMENT 10' EMERGENCY SPILLWAY \,
\ v ^\\CLASS II RIPRAP
(707
1 c.�
- - - - - - - - '� I I \ \ MATCHLINE: SEE SHEETS C-3.3 1
MMMM"
SII• .II�...�- ��������
/ �o \ \ I MATCHLINE: SEE SHEETS C-3.4
11 I
M
FF -.R -,Ani RIPRAP O° / S �X \ 1` I\ I I I ■
H:\2016\NCR1620570RAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057SPO - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:37 PM LAST SAVED BY: OKAIJA
GRAPHIC LEGEND
EXISTING NOTE
TYPICAL NOTE TEXT
_
COMMENT
> _ - -
~
01
�U
F-4>
ADJACENT
LOT LINE
_
m1
m
CURB &
GUTTER
1
m
m1
v) _
m
U) 1
m
C/) - - -
-------------
=1
m
=
6
�w
m
U®
PAVEMENT
STRIPING - 4" SSYL
H
STOP SIGN
T
0Its
ADA ACCESSIBLE
PARKING SIGN
_4
a
PAINTED STOP BAR
TREE
C� I
O
1� l
N #1 1 \
'OND)
1 \
1 \
\ 1
IDICAP RAMP 1
AIL #20
?0
� 1 /
I
-
o �
NEW 30' COR
�j PUBLIC SAN.
SEWER EASEMENT 1
I' I %%
I 1
I 9 1
_ I _ _ _ _ _ _ _ _ _ _ _ _ _ _ �- 1
- - - - - - - - - J 1
\ MANHOLE F
TOP = 257.03
INV IN = 245.81 1
\ INV OUT = 245.56 i 1
WITHIN BLANKET \ \
��.''N� \�
�HOA/DEVttVPER \ I oy y 1
MAINTENANCE & SEMENT
FES -102 RIPMP - 10�EMERGENCYTHE C/L SEAVERDAM CREMIN. 28'(L) X 43')W� X 15" (T) . � �SPILLWAY
S� /5 THE ACTUAL PROPERTY LINE FP�FP 1
\ CLASS II RIPRAP \ 1
\AV rpmr � 1
\ L 4' MIN. HIGH VINYL COATED FP g \F 1
\ °b CHAIN LINK SAFETY FENCE S'FP/FP0
\ \ BENCH AND TRASH RECEPTACLE X61 �FP�
SCM #1 \ ON CONCRETE PAD _ V -FP PET WASTE STATION AFF 'R`/
(WETPOND) \ \ $ INV OUT = 244.71 ��` FP
FES -400 RIPRAPP
\ \ IJP_ MIN. 18'(L) X 30'(W) X 12" (T) 2 , TOP 25
\/ MANHOLE
20' PUBLIC TOWN OF \ _ \� = 7.8. �
\ \ °O \ \ SAFETY R RAIL COMPOSITE �j 1� I 10� �� / t1� 1
ZEBULON DRAINAGE LO ING
D
\ & ACCESS EASEMENT \ / �� ��
NI/=
o�aoi �01 °��C \ \ \ �11 pan III
20' PUBLIC TOWN OF _ — — i / \ \
ZEBULON DRAINAGE 100 vo
&ACCESS EASEMENT O°� \ MANHOLE H \ \ 100 --
FES-100
/
TOP = 264.34 \ \
FES.15' RIPRAP / OOl � \ \ MANHOLE J
MIN. 15' (L) X 25' (W) X 12" (T) --30' ZONE 1 BUFFER (TYR� O°7 �—OOl 1
10' PUBLIC TOWN OF ZEBULONO°� \ \ ✓ iTOP 25
= 8.72
I /
10' X 70' CLE�SIGHT GREENWAY WITHIN TEMPORARY BARRICADE I \
/ I l ADD. 20' ZONE 2 BUFFER (TYP., 30' GREENWAY FOR DEAD END
/ x�D TRIAN(jLE (TYP.) / , I / / / TRAIL EASEMENT (SEE DETAIL SHEET D-1.1) /
\ / �sxoO
?0 OPEN SPACE 1
10' PUBLIC TOWN OF
ZEBUL��4/ 3�% < I I 120' ACCOESS EAIS MI ENIT 264 INVESTMENTS, LLC
xo e/ �C o \ \ I I DS 16478, PG. 1190
\ �/ 10' X 70' CLEAR SIGH `9� ` I I I 1 TAX PIN.• 2706819852 1
i TRIANGLE (TYP.) \ I I V ZONING.' R- I3-50 1
\ SIDEWALK (TYP.) 3 I \
ONSTRUCT GREENWAY ACCESS
R DETAIL #25 ON SHEET C-8.6 \ \ I I 1
FES -600 RIPRAP \ \
X\ / \ i / I MIN. 5'(L) X 10'(W) X 6" (T) \ \ I
NEW 30' COR PUBLIC SAN. \ \ 1
SEWER EASEMENT \ I
FES -300 RIPRAP
\\
MIN. 5' (L) X 10'(W) X 6" (T) \ p
001 007 \O \ \ \ 10' LANDSCAPE BUFFER- 1
20' HOA STORM DRAINAGE AND I I I I
Ii O° MAINTENANCE EASEMENT 10' EMERGENCY SPILLWAY \,
\ v ^\\CLASS II RIPRAP
(707
1 c.�
- - - - - - - - '� I I \ \ MATCHLINE: SEE SHEETS C-3.3 1
MMMM"
SII• .II�...�- ��������
/ �o \ \ I MATCHLINE: SEE SHEETS C-3.4
11 I
M
FF -.R -,Ani RIPRAP O° / S �X \ 1` I\ I I I ■
H:\2016\NCR1620570RAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057SPO - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:37 PM LAST SAVED BY: OKAIJA
GRAPHIC LEGEND
EXISTING NOTE
TYPICAL NOTE TEXT
PROPOSED NOTE
COMMENT
PROPERTY/LEASE
LINE
~
1-22-19
�U
F-4>
ADJACENT
LOT LINE
BUILDING OR
PARKING SETBACK
_
0< x
CURB &
GUTTER
FLUSH
CURB
-------------
PARKING
COUNT
6
�w
ELEC. TRANSFORMER
ON CONC. PAD
U®
PAVEMENT
STRIPING - 4" SSYL
H
STOP SIGN
T
0Its
ADA ACCESSIBLE
PARKING SIGN
_4
a
PAINTED STOP BAR
TREE
O
STREET LIGHT
gz
=5
SIGHT DISTANCE EASEMENT CURVE TABLE
CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT
ROAD CENTERLINE
LINE TABLE
LINE BEARING DISTANCE
0
2
60 30 15 0 60
1 "= 60'
R EVdSI®N
REV
DATE
COMMENT
BY
~
1-22-19
�U
F-4>
z o
w o
0< x
a
p
a= = -<i
�ao
�w
U®
U a F w 0
H
0Its
a
a
u0.®i
Do En
D�Uz
`
z
gz
=5
'T,wzz>z�
> U
=LL
C
.0 aJ Ur
o
Z J <
0 0 WQ
m
g
m 07 z U K
N�
2-
z�
0-
wa=
m =
C7 p"
}
� o
w w
F+�J
� yj
Wa aa)
c
z
zZQaw W W
m
a w
[=1
U��
W J j Q�
a N
� w 0
z���I
=oco mM
�&
V P4
® W
Z) J F O
O=! w O w
a
wCL 0- �cnW
�o
�P-4
= w
W
w
o
WW
iw
va �1
o O
} ��
g
W W
o >z w w
W Z a Z z
=m
NY
z Y Y z
o
Q0 Lu
W OLu 00}>-=
o
z z z
o M z
R EVdSI®N
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION _j
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" --Sw
CAD I. D.: SPO
PROJECT: AUTUMN
LAKES
PHASE III
FOR
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
TDI
000���
ENGINEERING NO, IPILILC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
SITE PLAN
AREA C
SHEET NUMBER:
C-33

H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057SP0 - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:37 PM LAST SAVED BY: OKAIJA

H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057SP0 - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:37 PM LAST SAVED BY: OKAIJA

\ \ Co� - . I TAX PIN- 2706840062
\
I_ ZONING.' R-20 / - - - - - - 1 - - - - — - - - - - - - - - - - - - -
$ I I
. . . . . . . . . . . . . .Nl�
........ ......... I.I......... ....
. . . . . . . . . . . . . . . . .
LUIJ
/ D
O. I I I
��
------r------I---- -\
C)/_ 1 /
-
t -- - - -I- - -
__-----____ _- - - - - -- -
\\ / I-------
J I oil �1p1j�a01 pp lir - - - -
- - - - - - - - - -
- - - - - - - -
- - - - - - -
N_ - - - - - - - - - Fp—
/100
A I— — — A \� \�FP 10----
o '4s
�b�- - - - - - - - - - - FP/
- - / -� - - FP = FP� FPS—�FP
i
!� a1 04W dw
0
A)
A /
II J
A �F
A
/ / I
I/ r/
I 1
I I
l \
� \ 1
\ \ I
J
A \pp� O L D
...........
61)
/
- � \
A \
_s IN
RA
s S
W
W'
5 .
\\ • Oo>
r \
_ PROPERTY BOUNDARY
h
c I
\\ 9z
II y/
91,
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR1620571P0 -PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:38 PM LAST SAVED BY: OKAIJA
. I_
X00
I 1
f�
\ 11
\ I I
A
I / I
1 1
I oII 1 \ \
1 1 I
A I I J
% I
A
�II\
GAYFA 111�,ILYLIXI
DB 10919 PG 2759
TAXPI1:27067'92'J6
7,0'1'6.° R -13-,,517D
ff
264 INVESTMENTS, LL
DB 16478, PG 1196
TAX PIN.- 270681985
ZONING' R— I3—SUD
LIGHTING NOTES
1. THE LIGHTING CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN THE SITE
PLAN, INCLUDING BUT NOT LIMITED TO, GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY, AND ALL
GOVERNMENTAL RULES, LAWS, ORDINANCES, REGULATIONS AND THE LIKE.
2. UPON OWNER'S ACCEPTANCE OF THE COMPLETED PROJECT, THE OWNER SHALL BE RESPONSIBLE FOR ALL MAINTENANCE,
SERVICING, REPAIR AND INSPECTION OF THE LIGHTING SYSTEM AND ALL OF ITS COMPONENTS AND RELATED SYSTEMS, TO
ENSURE ADEQUATE LIGHTING LEVELS ARE PRESENT AND FUNCTIONING AT ALL TIMES.
3. STREET LIGHTING TO BE INSTALLED BY DUKE PROGRESS ENERGY. DEVELOPER US RESPONSIBLE FOR PAYING THE DUKE
ENERGY POLE INSTALLATION CHARGE TO THE TOWN OF ZEBULON AT FINAL PLAT STATE. THE COST OF INSTALLATION PER
POLE IS $557.47. THE TOWN OF ZEBULON WILL ISSUE A PURCHASE ORDER AUTHORIZING THE INSTALLATION AFTER
PAYMENT OF FEES.
GENERAL NOTES
1. LIGHTING FIXTURE MANUFACTURER: MITCHELL SERIES
ENERGY.
PROGRESS
0
Mitchell Series
Application uses: neighborhoods,
parks
These fixtures provide safety and
security in commercial settings and will
complement any neighborhood with their
classic, elegant design.
16' Black Fiberglass Pale
sC Watt LED Mitchell Series w/o banding or ribbon
125-140 LF Maximum Spacing of Poles
100 50 25 0 100
1"=100'
LUMINAIRE SCHEDULE
DATE
COMMENT
SYMBOL
LABEL
QUANTITY
MANUFACTURER
DESCRIPTION
SPACING
WATTAGE
1
11
A
39
MITCHELL SERIES
16BLACK FIBERGLASS
POLE WITHOUT
BANDING AND RIBBON
125-140 LF
50
ENERGY.
PROGRESS
0
Mitchell Series
Application uses: neighborhoods,
parks
These fixtures provide safety and
security in commercial settings and will
complement any neighborhood with their
classic, elegant design.
16' Black Fiberglass Pale
sC Watt LED Mitchell Series w/o banding or ribbon
125-140 LF Maximum Spacing of Poles
100 50 25 0 100
1"=100'
REVISIONS
REV
DATE
COMMENT
BY
1
ri
�U
�>
� �
z o
w¢
It
o
1
11
W W
-
" "a
o a
¢ J J
xr¢0¢
K
�w
(�
U®
IT]
W �,
C� .`r
z Q
J Z ¢
o
w ¢
z
�U®
00 a
`ii
2> z
o
W
U
W Z Z> Z
Oww¢=z
Q w
oti
z
r� r4 F
F
2 x x a: 2 x
¢ W J¢
0 0 w
o-
�m
z
W o w
m to Z U
N -
2- w
z� ♦....♦
maz
W
— w >LL
H04
W
� o
w
oww
��W
a
W
��
z
w ¢ a =
a w
om
oW
z
0
Lu Q w w
z x x J W m
<��
U�F.
X t < �
¢
woo
W D m x= OCO
��
z
<R°iP'
W® W
j¢FUj0
0= L w 0 W
a
O
(� d 0_ J (n LL'
> P-4
W 0
W
�z
F
co
Y
w
a]ZW
0
00
0zz W
a
W
>
}z W
Ly Z
Z J Y Y Z
0
oLL
Z
x�LU
LL' (ZD 2L U
¢ W O>- 0 x
o
Cn —
-4
)�U)�X
W
0Z) z 000 z z
am
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" _
CAD I.D.: IPO
PROJECT: AUTUMN
LAKES
PHASE III
FOR
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
TD-) 000�L�
IEN GENE EKIING ma, I�ILILQ:
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
rSHEET TITLE:
LIGHTING PLAN
SHEET NUMBER:
C-3,6

i I II
I II
;I it
, I I
� �;
I
i '';;I I
IJ
IIlil
' I
,III,
,' i IIII 1
, i IIII I
' III I
III
1/ � I111 I
I'I I
III ,
III I
I'I I
j Iiil
I ill
I II
IIII ;I I
�; II III II
I II
I I I I I
III I I ,
'III I I I 1
III ' lII I
III � I III 1
'/ jlll IIIIII
'\I
NP
111 II
1 ; ,II " II
11 I
II
1 11
I
1
1 ; II 'loll ;d
III II ,,I
I„ II IIII ,IF
11 'I1
II III I, I
�
11 " I
1
it I I I l l A I
I
,
I 1 III II I I
;--
II
I I II 'Il II 1
1 ;;I IIII I I jI
I I II "IIII II
I ♦I I " I' "' I
i.'I ;Iii Illl'\I
--
'I I ,--
1,--
, II IIII
I ; IIIIII '
1 , IIIIII I
/ I '
I
-
, 1'■'I 1 I I �_ _
I
I
� I Illi 1
1 , , 1
\ , , I , l
' l 1 �I I I -
1 � ,1
! \ 1 11 1
MC�O/l/-'LjT
` C ,
I ,;
1
I , \
/'It I
,
1 1 I
I
'\I_ --I_'
1 I I I I \
�__--------- '
14W
\ Ir
11
I 1N,` 1 I /N
, \
It
I ( N, I ',
IIII'% r' AR
,
, 1 11 1 1 _ t ♦� I I
I X11 ; 1
i It It
1 1
1 1 1
------------------
--------------------
I
_----------------- -
\ 11 \
\ \
_ \ Q O,
Ai
1 I 1
1
1
\,
^ --------------------------------
V
--------- ---
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057GPO - PHASE IILDWG PRINTED BY: SKEIDEL 3.13.19 @ 2:40 PIA LAST SAVED BY: OKAIJA
40 PERMANENT SANITARY > 1 >
SEWER EASEMENT C7 1 c7
AISHOWN ON MS 2015, 1 _
I PG 0148 AND DESCRIBED IN z 1 r
D8 16147, PG. 708 - m 1 m
m m
MANHOLE E - - = I cn
TOP = 257.95 =
4 lNV IN = 246.20 m 1 m
/NV OUT = 246 10 � 1 �
1 U)
' ` n
RASH
ONAD
` -260- �` 1
10' PUBLIC TOWN OF ZEBULON `
GREENWAY WITHIN \�
`- TRAIL EASEMET
♦
GRADING NOTES
PRE/POST DEVELOPMENT P EAAK OUTFLOW CHART
T
GRADING ]LEG END
1 -YR PEAK
2 -YEAR PEAK
5 -YEAR PEAK
EXISTING NOTE
25 -YEAR PEAK
TYPICAL NOTE TEXT
ANALYSIS POINT
PROPOSED NOTE
OUTFLOW (CFS)
OUTFLOW (CFS)
PROPERTY LINE
OUTFLOW (CFS)
OUTFLOW (CFS)
PRE AP -1
16.62
--
33.51
41.97
53.56
-'-600--___,'
PRE AP -2
CONTOUR & ELEVATION
20.01
35.44
601
68.43
102.29
PRE AP -3
7.83
10.66
14.98
UNDERGROUND
23.21
30.87
PRE AP -4
1.71
-W-W-
5.25
7.20
10.01
N'
POST AP -1
W
3.21
5.45
WATER LINE
10.27
15.17
POST AP -2
.21
11.24
26.20
UNDERGROUND
74.67
170.94
POST AP -3
5.63
1.88
2.78
FIRE LINE
4.61
6.35
POST AP -4
1.53
FO
4.95
UNDERGROUND
9.62
14.38
H004
}
U) o
=ww
FIBER OPTIC
OH OH
OVERHEAD WIRE
WQaWWw
z== m
Q6
Z
u b
���
E E
a N
w0
UNDERGROUND
co T ca
ELECTRIC SERVICE
¢ In c9 F 0
0 ma. w O W
a
T T
AwaaJcnW
UNDERGROUND
W>a�
~
♦
m_z
z
TELEPHONE
W
W
w
o
STORM
iw
va W
0 0-
r
g
SEWER
W W
-
F-
12
12 >z W W
W z¢ z g z
zm
N�
SANITARY SEWER
zw Y Y z
o
QwO��=
MAIN
S
In
S
LIMITS OF DISTURBANCE
LOD
LOD
DRAINAGE FLOW ARROW
l X
UTILITY POLE/LIGHT
CLEAN OUT
0
OSANITARY
MANHOLE
QQ
STORM MANHOLE
STORM CURB
INLET;
❑❑
STORM INLET
®
WATER VALVE
N
WATER METER
//❑W
STORM LABEL
PRE/POST DEVELOPMENT P EAAK OUTFLOW CHART
T
30
1 -YR PEAK
2 -YEAR PEAK
5 -YEAR PEAK
10 -YEAR PEAK
25 -YEAR PEAK
100 -YEAR PEAK
ANALYSIS POINT
OUTFLOW (CFS)
OUTFLOW (CFS)
OUTFLOW (CFS)
OUTFLOW (CFS)
OUTFLOW (CFS)
OUTFLOW (CFS)
PRE AP -1
16.62
23.15
33.51
41.97
53.56
72.45
PRE AP -2
11.03
20.01
35.44
48.94
68.43
102.29
PRE AP -3
7.83
10.66
14.98
18.47
23.21
30.87
PRE AP -4
1.71
3.01
5.25
7.20
10.01
14.84
POST AP -1
1.87
3.21
5.45
7.41
10.27
15.17
POST AP -2
.21
11.24
26.20
35.81
74.67
170.94
POST AP -3
5.63
1.88
2.78
3.55
4.61
6.35
POST AP -4
1.53
2.77
4.95
6.86
9.62
14.38
1. REFER TO GENERAL NOTES ON SHEET C-0.1.
2. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES.
3. ALL FILL SHALL BE COMPACTED IN ACCORDANCE WITH RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER AND/OR TOWN OF
ZEBULON SPECIFICATIONS.
4. ALL STORM DRAINAGE PIPE SHALL BE CLASS III RCP, UNLESS OTHERWISE NOTED.
5. THE PROJECT MEETS ALL REQUIREMENTS RELATIVE TO BEST MANAGEMENT PRACTICES AND ENGINEERED STORMWATER CONTROL
STRUCTURES AS OUTLINED IN THE INC DEQ BMP MANUAL AND WAKE COUNTY STORMWATER DESIGN MANUAL.
6. ALL BMPS SHALL BE LOCATED IN COMMON OPEN SPACE. OPEN SPACE INCLUDES A BLANKET DRAINAGE & ACCESS EASEMENT FOR
THE STORMWATER SYSTEM & ASSOCIATED BMPS. OPERATIONS AND MAINTENANCE MANUALS AND MAINTENANCE AGREEMENT SHALL
BE IN PLACE FOR EACH BMP.
7. A PRE -CONSTRUCTION MEETING MAY BE REQUIRED FOR THIS PROJECT.
8. ALL WETLAND, STREAM, AND BUFFER IMPACTS SHALL BE PERMITTED THROUGH THE USACE AND NC DEQ, AS REQUIRED.
9. REFER TO STORM DRAINAGE SUMMARY (THIS SHEET) FOR DRAINAGE SYSTEM INFORMATION.
10. ALL V-4520-1 CURB INLET RIM ELEVATION ARE MEASURED AT THE GUTTER FLOW LINE.
m
04
4
100
60
30
15
0 60
~
�U
F >
z o
W <, WO
1 "=
60'
REVISIONS
REV DATE COMMENT BY
1 1-22-19 PER TOWN COMMENTS SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" _--cm
CAD I. D.: GPO
PROJECT: AUTUMN
LAKES
PHASE III
FOR
LEil
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
rSHEET TITLE:
GRADING l"1.A
- AREA A . Al
SHEET NUMBER:
C-4,0
~
�U
F >
z o
W <, WO
z a a
=�¢0¢
�N
U®
U¢FcoO
�g
IT]�
=a
a
(� F
®
Z¢
Z Q
t 3
w�
cn
} U
Q Z
go
fu� zz>zRo
� �
'LL
a C
J Ur
20==--5z
o-
J = z J
¢OO W QQ
±5 m
gN�
to z
m U Ka
w w
CSWU
zW>
♦����♦
g z
waz
H004
}
U) o
=ww
0/�:.Z
WQaWWw
z== m
Q6
Z
u b
���
J
� J W j Q
a N
w0
co T ca
v p,
®W
¢ In c9 F 0
0 ma. w O W
a
AwaaJcnW
�o
W>a�
~
♦
m_z
z
W
W
w
o
w
iw
va W
0 0-
r
g
W W
-
F-
12
12 >z W W
W z¢ z g z
zm
N�
zw Y Y z
o
QwO��=
o
In
U) 3: U)
m W 0 W W 0
REVISIONS
REV DATE COMMENT BY
1 1-22-19 PER TOWN COMMENTS SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" _--cm
CAD I. D.: GPO
PROJECT: AUTUMN
LAKES
PHASE III
FOR
LEil
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
rSHEET TITLE:
GRADING l"1.A
- AREA A . Al
SHEET NUMBER:
C-4,0

4qw __ -_>-
-------------------------------
_
--
-------------
MATCHLINE: SEE SHEETS C-4.0 ; ;,; , ,-
7ATCHLINE:
Ek��.01001*lj■I�''���� i�� ■�■�'■t, ��� ---` ���� -� mMANm SEE SHEETS C -4.1 ---If
_---_ ;
458 `\
459
\\\\\\` \\\ \ 1I 1I I11I 111 I
\`
/ I \1"�-- __ �'' -` � \\ \\\ \\♦ \ I 11 , 1111 II I
\\\
„\ , \ ^ , 1 \\\ \ 1 I I 11'I 111 \
\ \ 1 \ \ . \\` , . \.\, 1 111 I 11 IIIL J
\ \ .'' \ ' I�11 111 0
i it
/ " \♦ , \ \ \ 1 I 1 I 111___
NE 2 BUFFER (TYP.)
SUFFER (TYP.I
463
------------
(-3903 -------390
Z 1 1
353 ' I'
T
I
IT 351 I j I I I;
I
350
349
-
` \ k, `\ \
34
/17
375
:4:65::) '' 376IY
,
/ '
' 466 � -
\` , / , 1 I
4f 20' HOA STORM DRAINAGE AND
(i %%I I ��` `\ �`•� \ ,,' : ' ` \ ,�'; ; ' `_ �`� �_ -� , MAINTENANCE EASEMENTqj
it
1' I EXISTING AGRICULTURAL POND
\ \ \
1' JURISDICTIONAL �
� ` \\ ` ` ` ' � ,' �
EXISTING
A
I
1
0
W11. Ilk 20
---- --- 316)-------
T \.j.
\ I
\\\ 314 - - - ------
\ g 1 l 3 > cou RT ` , �` T --- - - 317
\ K� _ X313, 1
CRAG I N
w312 ' Q - T
w
311
310 20' HOA STORM DRAINAGE AND \'
MAINTENANCE EASEMENT
',
A
0o I 320
Nil
------------
V21 I
TCHLINE: SEE SHEET###
>le
3/4 PIPE - -9°58371 712.'05' PROPERTY BOUIVDAR� �_ I =
�_' IN CONC. ; Z I r
-------------- m z
I m
CO cnm
�;; cn
I'' m I m
m
cn
i
\ \ C \ \ 1-
'
-2
H:\2016\NCR1620570RAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057GPO - PHASE IILDWG PRINTED BY: SKEIDEL 3.13.19 @ 2:40 PM LAST SAVED BY: OKAIJA
GRADING LEGEND
EXISTING NOTE
TYPICAL NOTE TEXT
PROPOSED NOTE
5 -YEAR PEAK
PROPERTY LINE
25 -YEAR PEAK
REV
ANALYSIS POINT
OUTFLOW (CFS)
CONTOUR & ELEVATION
601
-W-W-
UNDERGROUND
WATER LINE
W W
PRE AP -1
UNDERGROUND
FIRE LINE
23.15
FO
UNDERGROUND
FIBER OPTIC
53.56
_0//_0//
OVERHEAD WIRE
11.03
E E
UNDERGROUND
ELECTRIC SERVICE
48.94
T T
UNDERGROUND
TELEPHONE
PRE AP -3
0
W11. Ilk 20
---- --- 316)-------
T \.j.
\ I
\\\ 314 - - - ------
\ g 1 l 3 > cou RT ` , �` T --- - - 317
\ K� _ X313, 1
CRAG I N
w312 ' Q - T
w
311
310 20' HOA STORM DRAINAGE AND \'
MAINTENANCE EASEMENT
',
A
0o I 320
Nil
------------
V21 I
TCHLINE: SEE SHEET###
>le
3/4 PIPE - -9°58371 712.'05' PROPERTY BOUIVDAR� �_ I =
�_' IN CONC. ; Z I r
-------------- m z
I m
CO cnm
�;; cn
I'' m I m
m
cn
i
\ \ C \ \ 1-
'
-2
H:\2016\NCR1620570RAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057GPO - PHASE IILDWG PRINTED BY: SKEIDEL 3.13.19 @ 2:40 PM LAST SAVED BY: OKAIJA
GRADING LEGEND
EXISTING NOTE
TYPICAL NOTE TEXT
PROPOSED NOTE
5 -YEAR PEAK
PROPERTY LINE
25 -YEAR PEAK
100 -YEAR PEAK
ANALYSIS POINT
OUTFLOW (CFS)
CONTOUR & ELEVATION
601
-W-W-
UNDERGROUND
WATER LINE
W W
PRE AP -1
UNDERGROUND
FIRE LINE
23.15
FO
UNDERGROUND
FIBER OPTIC
53.56
_0//_0//
OVERHEAD WIRE
11.03
E E
UNDERGROUND
ELECTRIC SERVICE
48.94
T T
UNDERGROUND
TELEPHONE
PRE AP -3
7.83
STORM
SEWER
14.98
18.47
23.21
SANITARY SEWER
MAIN
S S
1.71
LIMITS OF DISTURBANCE
LOD LOD
7.20
DRAINAGE FLOW ARROW
-2.5%
l
UTILITY POLE/LIGHT
3.21
5.45
CLEAN OUT
O
OSANITARY
MANHOLE
@
11.24
STORM MANHOLE
35.81
74.67
STORM CURB
INLET
POST AP -3
�❑
STORM INLET
2.78
®
WATER VALVE
N
POST AP -4
WATER METER
2.77
sT
STORM LABEL
sr
PRE/POST DEVELOPMENT PEAK OUTFLOW CHART
T
ALL PROPOSED CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES.
1 -YR PEAK
2 -YEAR PEAK
5 -YEAR PEAK
10 -YEAR PEAK
25 -YEAR PEAK
100 -YEAR PEAK
ANALYSIS POINT
OUTFLOW (CFS)
OUTFLOW (CFS)
OUTFLOW (CFS)
OUTFLOW (CFS)
OUTFLOW (CFS)
OUTFLOW (CFS)
PRE AP -1
16.62
23.15
33.51
41.97
53.56
72.45
PRE AP -2
11.03
20.01
35.44
48.94
68.43
102.29
PRE AP -3
7.83
10.66
14.98
18.47
23.21
30.87
PRE AP -4
1.71
3.01
5.25
7.20
10.01
14.84
POST AP -1
1.87
3.21
5.45
7.41
10.27
15.17
POST AP -2
.21
11.24
26.20
35.81
74.67
170.94
POST AP -3
5.63
1.88
2.78
3.55
4.61
6.35
POST AP -4
1.53
2.77
4.95
6.86
9.62
14.38
GRADING NOTES
1. REFER TO GENERAL NOTES ON SHEET C-0.1
NO
2.
ALL PROPOSED CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES.
3.
ALL FILL SHALL BE COMPACTED IN ACCORDANCE WITH RECOMMENDATIONS OF THE GEOTECHNICAL VV
ENGINEER AND/OR TOWN OF ZEBULON SPECIFICATIONS.
4.
ALL STORM DRAINAGE PIPE SHALL BE CLASS III RCP, UNLESS OTHERWISE NOTED.
5.
THE PROJECT MEETS ALL REQUIREMENTS RELATIVE TO BEST MANAGEMENT PRACTICES AND ENGINEERED
STORMWATER CONTROL STRUCTURES AS OUTLINED IN THE NC DEQ BMP MANUAL AND WAKE COUNTY
STORMWATER DESIGN MANUAL.
6.
ALL BMPS SHALL BE LOCATED IN COMMON OPEN SPACE. OPEN SPACE INCLUDES A BLANKET DRAINAGE &
ACCESS EASEMENT FOR THE STORMWATER SYSTEM & ASSOCIATED BMPS. OPERATIONS AND MAINTENANCE
MANUALS AND MAINTENANCE AGREEMENT SHALL BE IN PLACE FOR EACH BMP.
7.
A PRE -CONSTRUCTION MEETING MAY BE REQUIRED FOR THIS PROJECT.
8.
ALL WETLAND, STREAM, AND BUFFER IMPACTS SHALL BE PERMITTED THROUGH THE USACE AND NC DEQ, AS
REQUIRED.
9.
REFER TO STORM DRAINAGE SUMMARY (THIS SHEET) FOR DRAINAGE SYSTEM INFORMATION. 60
30 15 0 60
10.
ALL V-4520-1 CURB INLET RIM ELEVATION ARE MEASURED AT THE GUTTER FLOW LINE.
1 "= 60'
CIO
g �U z o
Ld O x
.�Iyy W F
�Q l�L LL F
�J a
e�n �zaFa
z ¢
=�QO¢ �w
U® UaF,IT]
O �g
a z
P. 1" a ¢ w
41Ya o�2Z o g�
w Z Z
O W W J= Z ow
amou�Ozw ¢
� f�lzw ��a� -HW w
CO o www
c0 <-
� wQ ww aw
�
, z=_ � w¢m
�1 �.dW���� Iwo
W�` =om==m �&
�0F4 ���LJF-U
Z® W O x w O w a
waa::jcnW
u =w
w � W
N
ujj O O o
W w LZ.,
W w zo a zZ g N�
�Pa Z��YYZLu W LLI
o
Qw03r o
Z)ZmZZ°
�ri)
REVISIONS
REV DATE COMMENT BY
1 1-22-19 PER TOWN COMMENTS SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" _--cm
CAD I. D.: GPO
PROJECT: AUTUMN
]LAKES
PHASE III
FOR
LEil
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
TDI 000��
�
ENGINEERING N0, IPILILC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
GRADING PLAN
AREA B
SHEET NUMBER:
C-41

n1 �
r
1
r
Z z NEW 30' COR
M 1 m I �j I PUBLIC SAN. 1
m I Cn I SEWER EASEMENT
M I 1
m1�m I�
mim
c C
t c„ I 1
hp
` � 1
1
_ _ _ _ _ _ _ _ _ _ _ C
MANHOLE F I `S'j . � .S'] I
TOP = 257.03
` \ \ INV IN= 245.81 `
\\ ` INV OUT = 245.56 I 1
\ , ,
`
IT N BLANKET \ �6
HOA/DEVttOPER
MAINTENANCE SEMEN
FES -102 RIPRAP `� \ THE CIL BEAVERDAY CREEK
MIN. 28'(L) X 43' jW4X 15" (T) X00 ,-� \ I 40 EMERGENCY SPILLWAY Ss7 IS THE ACTUAL PROPERTY LINE
Nb
FP��FP_ 1
CLASS II RIPRAPmp
ro
1 1
4' MIN. HIGH VINYL COATED % 6 FP---
1
x`00 rp
CHAIN LINK SAFETY FENCEL 6J
BENCH AND TRASH RECEPTACLE E1 �FP�FP Fo 1
< ON CONCRETE PAD
1�
INV OUT = 244.71 FES 400 RIPRAP -FP FP i �/�
' I _ 1/P MIN. 18' L X 30' W X 12" T O MANHOLE l
�1 O ( ) O 9� \/ d1
Q?11p _ _ _ _ _ _ _ _ _ _ _ �/_ f00��1, TOP = 257. 91 1
20' PUBLIC TOWN OF T _ T� l�j 1RZ 1Q71R ca
ZEBULON DRAINAGE _ 26p \ s `. ( OO_/ ctiy /
100
% - & ACCESS EASEMENT 00 lip
IrJP 1Qj %
-
X60 /
lI fav irR�
p
L.,�i255C TOWN OF - _ - \ /1rp
P,,"� - / I /
4 �j `` `�it I �' � ; / �' F''; �: ' 2 - 4'X4' CONCRETE BOX CULVERTS
`. i i i l / ' i ''__ - j BURIED 1' BELOW GRADE , - -- _ _ MANHOLE H
- 33 ___ �
T \ - - _ __ _
, `-------- '` _ - TOP - 264.34 \
0 ` _ - --car-- ; i i
FES -100 ! , 265 -------------
------ MAN /
.-------- -N ,
`_ I' 30' Z NE 1 BUFFER (TYP� ,' '' 00
X ' I i ' 'j i MIN. 15'(L) X 25'(W) X 12" (T) -- -- % -- .i ------- � ---' \ s HOLE
432 '
X10' PUBLIC TOWN OF ZEBULON _-- --TOP = 258.72
_- GREFDIWAY WITH -----------------
A
'\' i i 7, i/i i i 0' Z 30'1�.LENWAY-------------
465
, , ,ADD 2 ONE 2 BUFFER (TYP.,""" ✓
TRAIL EASEMENT _ ------ \ / 1
GRADING LEGEND
EXISTING NOTE
TYPICAL NOTE TEXT
PROPOSED NOTE
5 -YEAR PEAK
PROPERTY LINE
25 -YEAR PEAK
100 -YEAR PEAK
ANALYSIS POINT
------ , '
-
CONTOUR & ELEVATION
601
W k
UNDERGROUND
WATER LINE
W W
PRE AP -1
UNDERGROUND
FIRE LINE
23.15
FO
UNDERGROUND
FIBER OPTIC
53.56
0/11-0/11
OVERHEAD WIRE
11.03
E E
UNDERGROUND
ELECTRIC SERVICE
48.94
T T
UNDERGROUND
TELEPHONE
PRE AP -3
7.83
STORM
SEWER
14.98
18.47
23.21
SANITARY SEWER
MAIN
S S
1.71
LIMITS OF DISTURBANCE
LOD LOD
7.20
DRAINAGE FLOW ARROW
-2.5%
l
UTILITY POLE/LIGHT
3.21
5.45
CLEAN OUT
O
OSANITARY
MANHOLE
Q
11.24
STORM MANHOLE
35.81
74.67
STORM CURB
INLET!
POST AP -3
�❑
STORM INLET
2.78
®
WATER VALVE
N
POST AP -4
WATER METER
2.77
sT
STORM LABEL
sr
PRE/POST DEVELOPMENT P EAAK OUTFLOW CHART
30
1 -YR PEAK
2 -YEAR PEAK
5 -YEAR PEAK
10 -YEAR PEAK
25 -YEAR PEAK
100 -YEAR PEAK
ANALYSIS POINT
OUTFLOW (CFS)
OUTFLOW (CFS)
OUTFLOW (CFS)
OUTFLOW (CFS)
OUTFLOW (CFS)
OUTFLOW (CFS)
PRE AP -1
16.62
23.15
33.51
41.97
53.56
72.45
PRE AP -2
11.03
20.01
35.44
48.94
68.43
102.29
PRE AP -3
7.83
10.66
14.98
18.47
23.21
30.87
PRE AP -4
1.71
3.01
5.25
7.20
10.01
14.84
POST AP -1
1.87
3.21
5.45
7.41
10.27
15.17
POST AP -2
.21
11.24
26.20
35.81
74.67
170.94
POST AP -3
5.63
1.88
2.78
3.55
4.61
6.35
POST AP -4
1.53
2.77
4.95
6.86
9.62
14.38
400
`,\ .\ 430`, ; ; ; ; / 9 ; ; / ;
I Vo it
- - - 270 20'
, , , ' 1 I i . , 1 , 10' PUBLIC TOWN OF
' I 1
ZEBULON TRAIL WITHIN
�
264 INVESTMENTS, LLC
20'ACCESS EASEMENT
1
OB 16478, PG. 1190 I
`'. TAX PIN: 2706819852
ZONING: R- IJ -50
O360 , ` I ' 1 1 ` 1 1 , \' ' 1 \ ` ` `• ` \ ` - ` ` ' Q
7 _ 361
FES -600 RIPRAP ,
</ MIN. 5'(L) X 10'(W) X 6" (T) , -----
`• �--_ � 17 T 362 � i i "� T � - NEW 30' COR PUBLIC SAN. \, `�.� �
\` SEWEREASEMMENT . \ \`` �i i" `ice''/ i I' I' i' ,
357
FES -300 RIPRAP
I , �
MIN. 5'(L) X 10'(W) X 6" (T)
cl '` '` `�~\.. ' 363 '^I -o, `,\ � •, '` `, r I 1 1`
20' HOA STORM DRAINAGE AND ( �' i' ' i ;
'MAINTENANCE EASEMENT 10' EMERGENCY SPILLWAY ---�
CLASS II RIPRAP \ `\�� ' < \ - I ; '/Q� iI ' i ' / '' ' / it
TGRADING NOTES
1 `, , 1 ; `; / I I I 1 I I I I I I I I I ' ' I ' l ' / '-�'--"'`• 1
/ - /� '/ '/ // ,/ ,/
MATCHLINE: SEE SHEETS C-4.2 1
, , , �C- , , - � �. , � , , I 'L , , 1. REFER TO GENERAL NOTES ON SHEET C-0.1.
} �, r�� m � lwm �. _��� r� �`� il•I� � � � � * 2. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES.
3. ALL FILL SHALL BE COMPACTED IN ACCORDANCE WITH RECOMMENDATIONS OF THE GEOTECHNICAL
; � / 1 \`tip` A; •e `, _�-'� / ` V , \ \ �� , ,�`I\ I \ I ;` ; 1 , / / ; / , / 7 ' MATCHLINE: SEE SHEETS C-4.3 ENGINEER AND/OR TOWN OF ZEBULON SPECIFICATIONS.
4. ALL STORM DRAINAGE PIPE SHALL BE CLASS III RCP, UNLESS OTHERWISE NOTED.
I, ,I II I� � - �•,�� ,� � -� �-. __;_ -_ � _- ____ ``� \ 1 ,` � `I ,\ I I I � , I , 1 , I / ; / , , / , , , , � , _,, 1 5. THE PROJECT MEETS ALL REQUIREMENTS RELATIVE TO BEST MANAGEMENT PRACTICES AND
ENGINEERED STORMWATER CONTROL STRUCTURES AS OUTLINED IN THE NC DEQ BMP MANUAL AND
FES
-301 RIPRAP `
! 1 1• �, 1 ! I MIN. 24'(L) X 37'(W) X 15"( /� �_ I I '(' 1 / .' ' i' % WAKE COUNTY STORMWATER DESIGN MANUAL.
i , I i / / ; / / , / ! / /
6. ALL BMPS SHALL BE LOCATED IN COMMON OPEN SPACE. OPEN SPACE INCLUDES A BLANKET
DRAINAGE & ACCESS EASEMENT FOR THE STORMWATER SYSTEM & ASSOCIATED BMPS.
OPERATIONS AND MAINTENANCE MANUALS AND MAINTENANCE AGREEMENT SHALL BE IN PLACE FOR
EACH BMP.
7. A PRE -CONSTRUCTION MEETING MAY BE REQUIRED FOR THIS PROJECT.
8. ALL WETLAND, STREAM, AND BUFFER IMPACTS SHALL BE PERMITTED THROUGH THE USACE AND INC
DEQ, AS REQUIRED.
9. REFER TO STORM DRAINAGE SUMMARY (THIS SHEET) FOR DRAINAGE SYSTEM INFORMATION.
10. ALL V-4520-1 CURB INLET RIM ELEVATION ARE MEASURED AT THE GUTTER FLOW LINE.
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057GPO - PHASE IILDWG PRINTED BY: SKEIDEL 3.13.19@2:41 PM LAST SAVED BY: OKAIJA
W
lid
00
60
30
15
0 60
F
nu
Ft
z o
Ld Ox
1"=
60'
REVISIONS
REV DATE COMMENT BY
1 1-22-19 PER TOWN COMMENTS SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" _--cm
CAD I.D.: GPO
PROJECT: AUTUMN
LAKES
PHASE Ill
FOR
LEil
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
000���
ENGINEERING N0, 1PILIL0
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
GRADING PLAN
AREA C
SHEET NUMBER:
C-4,2
F
nu
Ft
z o
Ld Ox
u W p
F Q l�L 2 F
.�Iyy
�Ja
_jZa�a
1wu
0
a =J
=FQOQ
F
3w
U®
U Q F to 0
H
ts
a
44
P ,
20IT]a
¢ ¢
wga
4ua,
0 WUZ
LL - Z>
zs
:UWR0
=LL
0 z z� C=7 z
o
Z J
QooWQQa
m
gN�
to 2 U
OWU
z �" -}
ZNz
w a -
�C04
� p
zww
!+1
W
wQ wwm
Z
aw
�1
r�
u
���
= J
--Wa,W.*¢0
a N
Gwo
�a UJ
® W
F
O x r w O w
as
a
u
0
w
W
o�
�F-4
0
� w
i w
W
cf] W
z�
O O-
>0 Q3:
o f
W W
In >- w w
w z z 2 Z
zm
�Pa
Z��YY W
o
5 z
¢ w O>'>- z
o
��U)
�U)3���
7 z 000 z z z
z
W4
REVISIONS
REV DATE COMMENT BY
1 1-22-19 PER TOWN COMMENTS SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" _--cm
CAD I.D.: GPO
PROJECT: AUTUMN
LAKES
PHASE Ill
FOR
LEil
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
000���
ENGINEERING N0, 1PILIL0
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
GRADING PLAN
AREA C
SHEET NUMBER:
C-4,2

IT
N
MATCHLINE: SEE SHEETS C-4.2 1
I I
iin, ii1*10mi 0010�i■
�' MATCHLINE: SEE SHEETS C-4.3 1
Jit
`� ✓ NEW 30' COR PUBLIC SAN.
SEWER EASEMENT / i / ;
' � i
\``1 � ; i I ��•'• II ;1 i, ' '( � � I ;I ;11 ;ll l ;' � ;l ; I ; i ; i I i i ; `-'
\\`
Q •J ' ' I ' I ' I 1 I 1 1 1 1 0
IRIM v 1 1 ; 1 1 ; 1 1 ; i ; ; CD 1 \I;; 1 I ; I 1 1 1
1 1 1\ . r
V 30' OR PUBLIC SAN.;``\'\,
,EWE' EASEMENT I I I
`\\
it
1
It
1 ' , 1; I `I ``
1;
I 0ot
II I I
I k 1
1 II 11;
I �
J 1
� 1
NEW 30' COR PUBLIC SAN.
SEWER EASEMENT 1
,l
W
1 m R/W MONUMENT
G
1 M
=
M 1 m
� 1 �
C/)
1
0
� 1 �
A.1 00
1 '
1 9
1
1
1
1
1
1
1
1
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057GPO - PHASE IILDWG PRINTED BY: SKEIDEL 3.13.19@2:41 PM LAST SAVED BY: OKAIJA
1
1
1
1
1
I
1
1
1
1
1
1
1
1
1
1
1
1
1
i 1
GAYFAMILYLIMITEDPARTNtRS IPIJ 1
1
DB 10919, PG 2759 1
EAXPIX 27967292J6 1
ZONING, � I3 S D 1
1
1
1
1
1
1
1
1
1
GRADING NOTES
PRE/POST DEVELOPMENT P EAAK OUTFLOW CHART
GRADING
LEGEND
PROPOSED NOTE
EXISTING NOTE
TYPICAL NOTE TEXT
25 -YEAR PEAK
PROPERTY LINE
ANALYSIS POINT
OUTFLOW (CFS)
OUTFLOW (CFS)
OUTFLOW (CFS)
CONTOUR & ELEVATION
601
-W-W-
UNDERGROUND
WATER LINE
W W
23.15
UNDERGROUND
FIRE LINE
41.97
FO
UNDERGROUND
FIBER OPTIC
PRE AP -2
_0//_0//
OVERHEAD WIRE
35.44
E E
UNDERGROUND
ELECTRIC SERVICE
102.29
T T
UNDERGROUND
TELEPHONE
10.66
14.98
STORM
SEWER
23.21
30.87
PRE AP -4
SANITARY SEWER
MAIN
S S
5.25
LIMITS OF DISTURBANCE
LOD LOD
14.84
DRAINAGE FLOW ARROW
-2.5%
l
UTILITY POLE/LIGHT
7.41
10.27
CLEAN OUT
0
OSANITARY
MANHOLE
@
35.81
STORM MANHOLE
170.94
POST AP -3
STORM CURB
INLET
1.88
2.78
STORM INLET
4.61
®
WATER VALVE
N
2.77
WATER METER
6.86
sr
STORM LABEL
sr
PRE/POST DEVELOPMENT P EAAK OUTFLOW CHART
1 -YR PEAK
2 -YEAR PEAK
5 -YEAR PEAK
10 -YEAR PEAK
25 -YEAR PEAK
100 -YEAR PEAK
ANALYSIS POINT
OUTFLOW (CFS)
OUTFLOW (CFS)
OUTFLOW (CFS)
OUTFLOW (CFS)
OUTFLOW (CFS)
OUTFLOW (CFS)
PRE AP -1
16.62
23.15
33.51
41.97
53.56
72.45
PRE AP -2
11.03
20.01
35.44
48.94
68.43
102.29
PRE AP -3
7.83
10.66
14.98
18.47
23.21
30.87
PRE AP -4
1.71
3.01
5.25
7.20
10.01
14.84
POST AP -1
1.87
3.21
5.45
7.41
10.27
15.17
POST AP -2
.21
11.24
26.20
35.81
74.67
170.94
POST AP -3
5.63
1.88
2.78
3.55
4.61
6.35
POST AP -4
1.53
2.77
4.95
6.86
9.62
14.38
1. REFER TO GENERAL NOTES ON SHEET C-4.3.
2. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES.
3. ALL FILL SHALL BE COMPACTED IN ACCORDANCE WITH RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER AND/OR TOWN OF
ZEBULON SPECIFICATIONS.
4. ALL STORM DRAINAGE PIPE SHALL BE CLASS III RCP, UNLESS OTHERWISE NOTED.
5. THE PROJECT MEETS ALL REQUIREMENTS RELATIVE TO BEST MANAGEMENT PRACTICES AND ENGINEERED STORMWATER CONTROL
STRUCTURES AS OUTLINED IN THE NC DEQ BMP MANUAL AND WAKE COUNTY STORMWATER DESIGN MANUAL.
6. ALL BMPS SHALL BE LOCATED IN COMMON OPEN SPACE. OPEN SPACE INCLUDES A BLANKET DRAINAGE & ACCESS EASEMENT FOR
THE STORMWATER SYSTEM & ASSOCIATED BMPS. OPERATIONS AND MAINTENANCE MANUALS AND MAINTENANCE AGREEMENT SHALL
BE IN PLACE FOR EACH BMP.
7. A PRE -CONSTRUCTION MEETING MAY BE REQUIRED FOR THIS PROJECT.
8. ALL WETLAND, STREAM, AND BUFFER IMPACTS SHALL BE PERMITTED THROUGH THE USACE AND NC DEQ, AS REQUIRED.
9. REFER TO STORM DRAINAGE SUMMARY (THIS SHEET) FOR DRAINAGE SYSTEM INFORMATION.
10. ALL V-4520-1 CURB INLET RIM ELEVATION ARE MEASURED AT THE GUTTER FLOW LINE.
FA
0
I
60 30 15 0 60
1.1= 60'
REVISIONS
REV DATE COMMENT BY
1 1-22-19 PER TOWN COMMENTS SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION 777
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" _--cm
CAD I.D.: GPO
PROJECT: AUTUMN
LAKES S
PHASE III
FOR
LEil
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
TMO TOT L ]E TD-)
JD
NCBELS P-1132 v
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
rSHEET TITLE:
GRADING l"1.A
- AREA A I,
SHEET NUMBER:
C-43
g
~
n
Ftp
z o
w<,
OR
W
09
�
<IT]a
a
qua
Do En
o��z o
I 1 Z
g=
as
> U
w Z Z > Z F-
-20=2
20 W. W.C=7=
oN
J Is Q-' Z J
<,00 WQ
m
gN�
m to Z U K
w w
OWU
z �" -}
♦����♦
g z
w a q
��j�°,
� p
zww
!+1
�Z�
�a CL
(�
W¢ >W WZ w
Z w
aw
r�
u P
== J
� J W j ¢
�w0
V
®W
J F 0 1- O
O=!z w O w
a
W
W
fa W
O O
g
W121
>z w w W ¢ Z Z
c=
�Pa
Z��YY�
o
� Z
Q w O >-�=
o
�F
U) 3: U)
Z)zmzzz
W�
REVISIONS
REV DATE COMMENT BY
1 1-22-19 PER TOWN COMMENTS SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION 777
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" _--cm
CAD I.D.: GPO
PROJECT: AUTUMN
LAKES S
PHASE III
FOR
LEil
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
TMO TOT L ]E TD-)
JD
NCBELS P-1132 v
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
rSHEET TITLE:
GRADING l"1.A
- AREA A I,
SHEET NUMBER:
C-43

H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057GP0 -PHASE II I.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:41 PM LAST SAVED BY: OKAIJA

4" DIP FLANGE FILLER (TYP.)
1/2" X 1/2" MESH, 16 GAGUE EPDXY
COATED GALVANIZED WWM IN BETWEEN
FLANGE FILLER AND TEE (TYP.)
�4" DIP FLAT BLIND FLANGE
IN RISER WITH ORIFICE
DRILLED AT INVERT
ELEVATION
INVERT_ r
ELEVATION
3.50" 0 ORIFICE
4" X 4" DIP PIPE
TO RISER
4" X 4" DIP TEE
DRAWDOWN ORIFICE
NOT TO SCALE
EMERGENCY SPILLWAY
NOT TO SCALE
TOP OF DAM ELEVATION
= 271.00
EMERGENCY SPILLWAY CREST
ELEVATION = 268.50
SLOPE = 3:1
BOTTOM WIDTH =40 FT
O
LENGTH =10 FT
4
CLASS B RIPRAP Se = 3:1
So= 3:1
CROSS-SECTION
NOT TO SCALE
SOD
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057SW0-PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:42 PM LAST SAVED BY: SKEIDEL
0111.011111111,l llikpk0 11 Doimi' 0111)
12" MIN. 12" MIN.
COMPACTED SOIL
' 1=1 11=1 11=1 11= III=1 11=1 11=1
' I-III-III=1 I I I I=1 11=1 11=1 I I
' I IEE 11=1 11=1 I I III -III -I I I-
-III -III -III 11=III=III=III Z
-III-III-IIIIII-III-III-�
II -III -III II -III -III -III
-III-III-III III -III -III -I I
IIIIIIIIIIIIIIII IIIIIIIIIIIIIE IIII=_I
1=III=III =I I I=_1=
1500 PSI CONCRETE OR ______
500 PSI FLOWABLE FILL I NEI I I -I 11-� I
TO SPRINGLINE I I I I -1I 1-1I1-
11=111=111= 11=111=1 I I-
-111-111-11 I III -111=1
11-1IM I I 4 ° 11-II1-i 1
11 I II I II I II I II I I'° a 4 111 I II 11111;
I I I=11'
IEEI I I -III 1 4 ° I II I II I I�
I_I 11=1 11=1 I I III, I I 1=1 11=1 11=1 I41
- PRINCIPAL SPILLWAY PIPE
- -III,II;;,���-
l�iO7C]ESa
1. TEMPORARILY SUPPORT PIPE ON BRICKS UNTIL CRADLE IS POURED.
2. SOIL FILL SHALL BE COMPACTED TO 95% ASTM D 698 OR AS DIRECTED BY A
LICENSED GEOTECHNICAL ENGINEER.
3. ALL JOINTS ALONG PRINCIPAL SPILLWAY PIPE SHALL BE DOUBLE WRAPPED IN
NON -WOVEN FILTER FABRIC PRIOR TO CRADLE POUR.
CONCRETE CRADLE DETAIL
NOT TO SCALE
12"M
� 100 YEAR ELEV. 268.83
YEAR ELEV. 268.46
YEAR ELEV. 268.12
3 � _2 YEAR ELEV. 267.02
1
,WATER QUALITY ELEV. 266.40
PERMANENT POOL ELEV. 265.50
6' VEGETATIVE SHELF - 2
6:1 SLOPE 1
INLET
INVERT: 262
POND BOTTOM ELEV.:
SEDIMENT STORAGE BOTTOM ELEV.:
#4 REBAR @ 12" OC IN FRONT & REAR FACE
OF COLLAR. REBAR TO HAVE T MIN. CONC
COVER FROM EDGE OR FACE OF COLLAR
30 15 7.5 0 30
V= 30'
NOTES:
1. INSTALL COLLARS ON POND OUTLET PIPES
2. ALL CONCRETE TO BE 3000 PSI NON -FLY ASH
3. APPLY 112" THICK WRAP OF ASPHALTIC CEMENT AROUND DISCHARGE PIPE 6" BEYOND
PLANNED SEEPAGE COLLAR ON BOTH SIDES.
4. APPLY ADDITIONAL ASPHALTIC CEMENT AT PIPEISEEPAGE COLLAR INTERFACE ON
UPSTREAM FACES.
5. ASPHALTIC CEMENT TO MEET OR EXCEED FEDERAL SPECIFICATION SS -153 TYPE 1:
ASTM -D-2822.75 TYPE 1.
6. WHERE TOP CONFLICTS WITH PAVEMENT SECTION, STOP ANTI -SEEPAGE COLLAR AT
BOTTOM OF PAVEMENT SECTION.
ANTISEEP COLLAR DETAIL
NOT TO SCALE
PEAKED TRASH
RIAA FI F\/ Baa nn,
DRAWDOWN ORIFICE
INV. ELEV. 266.53
5'
4" DIP DRAWDOWN PIPE-/ 2
(REFER TO DETAIL THIS SHEET)
INV. ELEV. 265.50
POOL
WATER STORAGE BOTTOM ELEV.: 262.00
SEDIMENT STORAGE BOTTOM ELEV.: 261.00
W ETPOND ACROSS SECTION
NOT TO SCALE
U VEGETATIVE SHELF
6:1 SLOPE
CUT-OFF
(1 HAV SIDE
TOP OF EMBANKMENT ELEV. 271.00
YEMERGENCY SPILLWAY ELEV. 268.50
SIDESLOPES
CONCRETE ANTI -SEEP COLLAR
EVERY 25' FROM RISER. NO
CLOSER THAN 10' APART
OUTLET PIPE
CRETE CRADLE
ZK
TRENCH
SLOPES)
4' MIN. WIDTH
TOP OF RISER ELEV. 268.00
1 - 6"X18" DRAWDOWN 0
ELEV. 266.53
4" DIP DRAWDOWN
(REFER TO DETAIL THIS SHEET)
1. CONSTRUCTION SHALL BE PERFORMED UNDER THE OBSERVATION OF A QUALIFIED GEOTECHNICAL ENGINEER
REGISTERED AS A PE IN THE STATE OF NORTH CAROLINA. THE GEOTECHNICAL ENGINEER SHALL OBSERVE ALL
ASPECTS OF THE CONSTRUCTION OF THE POND. THE FREQUENCY OF OBSERVATION AND TESTING MUST BE
SUFFICIENT FOR THE GEOTECHNICAL ENGINEER TO STATE, IN HIS/HER PROFESSIONAL OPINION, THAT THE
SPECIFIC ITEMS OBSERVED AND TESTED WERE INSTALLED IN ACCORDANCE WITH THE APPROVED
CONSTRUCTION DRAWINGS, SPECIFICATIONS, AND HIS/HER GEOTECHNICAL RECOMMENDATIONS, INCLUDING BUT
NOT LIMITED TO:
1.1. THE INSTALLATION OF CONTROLLED FILL AROUND PIPES AND STRUCTURES EXITING AND ENTERING THE
POND. EARTHWORK COMPACTION WITHIN 3 -FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS
OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE
SELF-PROPELLED ROLLERS.
1.2. THE REMOVAL OF STONES AND VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS AND FROM THE FILL
MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS SHALL NOT CONTAIN STONES OR
ORGANIC MATTER CONTENT EXCEEDING THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.
1.3. FILL MATERIAL MINIMUM DENSITIES AND MOISTURE CONTENT RANGES. ANY FILL MATERIAL INSTALLED AT
LOWER THAN SPECIFIED MINIMUM DENSITIES, AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES,
OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH
ACCEPTABLE MATERIALS.
1.4. THE CONTINUOUS CONTROL OF SURFACE WATER AND THE PLACEMENT OF CONTROLLED FILL.
1.5. UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE
PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL
ENGINEER AND SHALL BE MONITORED AND DOCUMENTED.
1.6. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK
FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.)
1.7. THE INSTALLATION OF ANY RETAINING WALLS WITHIN OR ADJACENT TO THE POND.
2. THE DEGREE (%) OF COMPACTION SHALL BE DIRECTED BY A GEOTECHNICAL ENGINEER AND BE PERFORMED AS
A PART OF THE NORMAL QUALITY CONTROL PROGRAM FOR CONSTRUCTION. TESTS SHALL BE CONDUCTED
CONCURRENT WITH THE INSTALLATION OF THE COMPACTED FILL, AND THE CONTRACTOR SHALL COORDINATE
CONSTRUCTION SO THAT TESTING CAN BE COMPLETED. SHOULD THE RESULTS OF THE TESTS INDICATE THAT
THE SPECIFIED DEGREE OF COMPACTION HAS NOT BEEN OBTAINED, THE PORTIONS REPRESENTED BY SUCH
TESTS SHALL BE REWORKED OR REBUILT. ALL PORTIONS SHALL ACHIEVE THE SPECIFIED MINIMUM DEGREE OF
COMPACTION.
3. THE TOWN OF ZEBULON WILL BE RESPONSIBLE FOR ALL STREET DRAINAGE INFRASTRUCTURE WITH THE ROW
AND DEDICATED PUBLIC EASEMENTS. ALL OTHER STORM DRAINAGE IS LOCATED IN HOA DRAINAGE ACCESS
MAINTENANCE EASEMENTS AND WILL BE OWNED AND MAINTAINED BY THE HOA/DEVELOPER. THE BMP
INCLUDING ALL ASSOCIATED CHANNELS, DRAINAGE SWELLS, OUTLET STRUCTURES, PIPING, WET/DRY PONDS
AND ETC. ARE TO BE OWNED AND MAINTAINED BY THE HOA/DEVELOPER. PLEASE NOTE OF THE PLANS
ACCORDINGLY.
6.0'
61
PLAN VIEW
(TOP REMOVED)
4 d
FILL WITH 4.25' 4
CONCRETE TO INVERT
a ELEV.
a -a a 4 4
STORM STRUCTURE E SCH EDU LE
FROM
TO
RI V.
LOWER INVERT
NAME
TYPE
(TL)
INVERTS
104
103
262.97
INV IN = 263.17'
104
V-4520-1
274.58'
RCP
103
102
262.20
INV OUT = 262.97'
40.00
0.50%
42"
INV IN = 262.40'
103
MANHOLE
271.69'
258.00
107.73
1.00%
30"
INV OUT = 262.20'
102
FES
266.42'
INV IN = 262.00'
101
RISER
268.00'
INV OUT = 259.08'
100
FES
260.79'
INV IN = 258.00'
STORM DRAIN SCHEDULE
FROM
TO
UPPER INVERT
LOWER INVERT
LENGTH
SLOPE
M)
SIZE
(in.)
MATERIAL
104
103
262.97
262.40
113.50
0.50%
42"
RCP
103
102
262.20
262.00
40.00
0.50%
42"
RCP
101
100
259.08
258.00
107.73
1.00%
30"
RCP
EPDXY COATED PEAK ROOF TRASH
RACK WITH ACCESS HATCH
CENTERED ON STEPS, BOLTED TO
RISER
STEPS ON INSIDE AND
OUTSIDE OF RISER, 12" O.C.
EACH SIDE
"0 -RING" GASKETED
RCP
30" RCP OUTLET CULVERT
ELEV=259.08
ISOMETRIC VIEW
(TRASH RACK NOT SHOWN)
SECTION B -B "--5'x 5' PRECAST RC BOX, 6" WALLS SECTION A -A
(ONE PIECE CAST)
RISER STRUCTURE DETAIL: R-1
NOT TO SCALE
NOTES:
1. RISER TO BE PRE -CAST CONCRETE STRUCTURE.
CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR
APPROVAL.
PEAKED TRASH RACK
-1 -6"X18" DRAWDOWN ORIFICE■
A" DRAWDOWN PIPE
OUTLET PIPE
-GROUT
REV
DATE
COMMENT
BY
g
~
1-22-19
�U
F�p
z o
LL ox
o a
d 4
V ° d
a
O
F J F
4 A Q
d
a a
H,
SECTION B -B "--5'x 5' PRECAST RC BOX, 6" WALLS SECTION A -A
(ONE PIECE CAST)
RISER STRUCTURE DETAIL: R-1
NOT TO SCALE
NOTES:
1. RISER TO BE PRE -CAST CONCRETE STRUCTURE.
CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR
APPROVAL.
PEAKED TRASH RACK
-1 -6"X18" DRAWDOWN ORIFICE■
A" DRAWDOWN PIPE
OUTLET PIPE
-GROUT
REVISIONS
REV
DATE
COMMENT
BY
g
~
1-22-19
�U
F�p
z o
LL ox
u W
F J F
H,
irz0�a�¢
a
y
I�I
¢ = J
=�¢¢
�w
U®
U¢ F tOo
020
� g
a
a
U4.,
oW(Dz o
� Z
gi
as
W
W
> U
W Z Z> Z
0 W
W
'zLL
a C
IIIiiiiii=4�%
"�F
2__=
J Ur
o�
�j
lL-0
4
�F"
J_D LL Z J ¢ �
¢OOwQQ
5 m
g=�
W',� w
m to Z U K
w
Ca-S�WU
z � ~U
♦����♦
g�z
d Z
04
In W
c
zww
�zrA
W¢ aa==m
Z_
(�
WQ W W
Z== Wm
a w
r�
U: EH
J
z a- 0 U)i =
ag N
two
z�`"
mom==m
�&
z
��
®W
F< /n O F O
0=! w O w
a
w
♦����♦
u z
W
ILL
(f)
oz
ILL
iw
f] W
O O
>_
o f
W W
>- W W
w Z¢ z g z
�Pa
Z�m`1`1z
w
0
� z
W 12 o'
Q w 0 ��=
o
a)F"
Z) a-rn
�4rn
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1"
CAD I. D.: SWO
PROJECT: AUTUMN
LAKES
PHASE III
FOR
LEil
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
000���
IENGI TIE]ERIN a N0, IPILILC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
rSHEET TITLE:
JDDMP PLAN
SHEET NUMBER:
C-4,5

I
00
4" DIP FLANGE FILLER (TYP.)
1/2" X 1/2" MESH, 16 GAGUE EPDXY
COATED GALVANIZED WWM IN BETWEEN
FLANGE FILLER AND TEE (TYP.)
�4" DIP FLAT BLIND FLANGE
IN RISER WITH ORIFICE
DRILLED AT INVERT
ELEVATION
INVERT
ELEVATION
2.00" 0 ORIFICE
4" X 4" DIP PIPE
TO RISER
4"X4"DIP TEE
DRAWDOWN ORIFICE
NOT TO SCALE
EMERGENCY SPILLWAY
NOT TO SCALE
TOP OF DAM ELEVATION
= 278.50
EMERGENCY SPILLWAY CREST SLOPE = 3:1
ELEVATION = 277.00
BOTTOM WIDTH =10 FT
LENGTH =10 FT
CLASS B RIPRAP Se = 3:1
So = 3:1
CROSS-SECTION
NOT TO SCALE
SOD SIDES
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057SW0 -PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:42 PM LAST SAVED BY: SKEIDEL
SCM #2v WET POND
12" MIN. 12" MIN.
COMPACTED SOIL
' 1=1 11=1 11=1 11= III=1 11=1 11=1
I=1 I I=1I I II I I I=1 11=1I 1=1 I I
' I 1=1 11=1 11=1 I I III -III -I I I-
-III -III -III 11=III=III=III Z
-III-III-IIIIII-III-III-�
II -III -III II -III -III -III
=111=111-111 111-111-111-11
1=1 11=1 11EE 111111 I EEI I EEI 1111
T=III=III = = _
1500 PSI CONCRETE OR R
500 PSI FLOWABLE FILL 11-I I I -I I 5EI
TO SPRINGLINE 11 111-111-111-
11=111=111= 11=1 I M 11-
E111-111-11 I El I M I MI
11=111=111 a11=111=11'
III I II I II I II 11111 ' ` ° a 111111111 I I;
° III=11'
' i I_I 11=1 11=1 I I III, I I 1=1 11=1 11=1 I I -
PRINCIPAL SPILLWAY PIPE
NOTES:
ES:
1. TEMPORARILY SUPPORT PIPE ON BRICKS UNTIL CRADLE IS POURED.
2. SOIL FILL SHALL BE COMPACTED TO 95% ASTM D 698 OR AS DIRECTED BY A
LICENSED GEOTECHNICAL ENGINEER.
3. ALL JOINTS ALONG PRINCIPAL SPILLWAY PIPE SHALL BE DOUBLE WRAPPED IN
NON -WOVEN FILTER FABRIC PrR-IIOR TO CRADLE POUR.
CONCRE
E CRADLE DETAIL
NOT TO SCALE
6' VEGETATIVE SHELF
6:1 SLOPE
INLET
12" MIN.
�00 YEAR ELEV. 276.63
25 YEAR ELEV. 276.24
----�10 YEAR ELEV. 275.58
�_-2 YEAR ELEV. 274.56
171
17 ----WATER QUALITY ELEV. 274.01
17 PERMANENT POOL ELEV. 273.50
- 2
1�
FOREBAY
N
W
30 15 7.5 0 30
#4 REBAR @ 12" OC IN FRONT & REAR FACE 1 "= 30'
OF COLLAR. REBAR TO HAVE 3" MIN. CONC
COVER FROM EDGE OR FACE OF COLLAR
NOTES:
1. INSTALL COLLARS ON POND OUTLET PIPES
2. ALL CONCRETE TO BE 3000 PSI NON -FLY ASH _
3. APPLY 1/2" THICK WRAP OF ASPHALTIC CEMENT AROUND DISCHARGE PIPE 6" BEYOND
PLANNED SEEPAGE COLLAR ON BOTH SIDES.
4. APPLY ADDITIONAL ASPHALTIC CEMENT AT PIPE/SEEPAGE COLLAR INTERFACE ON
UPSTREAM FACES.
5. ASPHALTIC CEMENT TO MEET OR EXCEED FEDERAL SPECIFICATION SS -153 TYPE 1:
ASTM -D-2822-75 TYPE 1.
6. WHERE TOP CONFLICTS WITH PAVEMENT SECTION, STOP ANTI -SEEPAGE COLLAR AT
BOTTOM OF PAVEMENT SECTION. 6
ANTISEEP COLLAR DETAIL
NOT TO SCALE
TOP OF EMBANKMENT ELEV. 278.50
PEAKED TRASH
1 - 3" DIP DRAWDOWN ORIFICE EMERGENCY SPILLWAY ELEV. 277.00
INV. ELEV. 274.25
SOD SIDESLOPES
U VEGETATIVE SHELF
5' 6:1 SLOPE
CONCRETE ANTI -SEEP COLLAR
4" DIP DRAWDOWN PIPE EVERY 25' FROM RISER. NO
(REFER TO DETAIL THIS SHEET) 2 zx CLOSER THAN 10' APART
INV. ELEV. 273.50 1
POOL
INVERT: 271.00
7T WATER STORAGE BOTTOM ELEV.: 271.00
SEDIMENT STORAGE BOTTOM ELEV.: 270.00
POND BOTTOM ELEV.: 271
SEDIMENT STORAGE BOTTOM ELEV.: 270
WETPOND CROSS SECTION
NOT TO SCALE
CUT-OFF TREN
(1H:1V SIDE SLOP
\-15" OUTLET PIPE
CRETE CRADLE
z
v
CH
ES)
4' MIN. WIDTH
TOP OF RISER ELEV. 276.50
1 - 3" DRAWDOWN ORIFIC
ELEV 274.25
4" DIP DRAWDOWN
(REFER TO DETAIL THIS SHEET)
POND CONSTRUCTION STANDARDS.
1. CONSTRUCTION SHALL BE PERFORMED UNDER THE OBSERVATION OF A QUALIFIED GEOTECHNICAL ENGINEER
REGISTERED AS A PE IN THE STATE OF NORTH CAROLINA. THE GEOTECHNICAL ENGINEER SHALL OBSERVE ALL
ASPECTS OF THE CONSTRUCTION OF THE POND. THE FREQUENCY OF OBSERVATION AND TESTING MUST BE
SUFFICIENT FOR THE GEOTECHNICAL ENGINEER TO STATE, IN HIS/HER PROFESSIONAL OPINION, THAT THE
SPECIFIC ITEMS OBSERVED AND TESTED WERE INSTALLED IN ACCORDANCE WITH THE APPROVED
CONSTRUCTION DRAWINGS, SPECIFICATIONS, AND HIS/HER GEOTECHNICAL RECOMMENDATIONS, INCLUDING BUT
NOT LIMITED TO:
1.1. THE INSTALLATION OF CONTROLLED FILL AROUND PIPES AND STRUCTURES EXITING AND ENTERING THE
POND. EARTHWORK COMPACTION WITHIN 3 -FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS
OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE
SELF-PROPELLED ROLLERS.
1.2. THE REMOVAL OF STONES AND VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS AND FROM THE FILL
MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS SHALL NOT CONTAIN STONES OR
ORGANIC MATTER CONTENT EXCEEDING THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.
1.3. FILL MATERIAL MINIMUM DENSITIES AND MOISTURE CONTENT RANGES. ANY FILL MATERIAL INSTALLED AT
LOWER THAN SPECIFIED MINIMUM DENSITIES, AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES,
OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH
ACCEPTABLE MATERIALS.
1.4. THE CONTINUOUS CONTROL OF SURFACE WATER AND THE PLACEMENT OF CONTROLLED FILL.
1.5. UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE
PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL
ENGINEER AND SHALL BE MONITORED AND DOCUMENTED.
1.6. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK
FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.)
1.7. THE INSTALLATION OF ANY RETAINING WALLS WITHIN OR ADJACENT TO THE POND.
2. THE DEGREE (%) OF COMPACTION SHALL BE DIRECTED BY A GEOTECHNICAL ENGINEER AND BE PERFORMED AS
A PART OF THE NORMAL QUALITY CONTROL PROGRAM FOR CONSTRUCTION. TESTS SHALL BE CONDUCTED
CONCURRENT WITH THE INSTALLATION OF THE COMPACTED FILL, AND THE CONTRACTOR SHALL COORDINATE
CONSTRUCTION SO THAT TESTING CAN BE COMPLETED. SHOULD THE RESULTS OF THE TESTS INDICATE THAT
THE SPECIFIED DEGREE OF COMPACTION HAS NOT BEEN OBTAINED, THE PORTIONS REPRESENTED BY SUCH
TESTS SHALL BE REWORKED OR REBUILT. ALL PORTIONS SHALL ACHIEVE THE SPECIFIED MINIMUM DEGREE OF
COMPACTION.
3. THE TOWN OF ZEBULON WILL BE RESPONSIBLE FOR ALL STREET DRAINAGE INFRASTRUCTURE WITH THE ROW
AND DEDICATED PUBLIC EASEMENTS. ALL OTHER STORM DRAINAGE IS LOCATED IN HOA DRAINAGE ACCESS
MAINTENANCE EASEMENTS AND WILL BE OWNED AND MAINTAINED BY THE HOA/DEVELOPER. THE BMP
INCLUDING ALL ASSOCIATED CHANNELS, DRAINAGE SWELLS, OUTLET STRUCTURES, PIPING, WET/DRY PONDS
AND ETC. ARE TO BE OWNED AND MAINTAINED BY THE HOA/DEVELOPER. PLEASE NOTE OF THE PLANS
ACCORDINGLY.
STORM STRUCTURE SCHEDULE
FROM
TO
RIM V.
LOWER INVERT
NAME
TYPE
TL)
INVERTS
304
303
282.18
INV IN = 282.38'
304
DOUBLE V-4520-1
288.71'
RCP
303
302
271.52
INV OUT = 282.18'
34.64
1.50%
36"
INV IN = 274.26'
303
MANHOLE
280.59'
268.00
97.24
1.03%
15"
INV OUT = 271.52'
302
FES
274.33'
INV IN = 271.00'
301
RISER
276.50'
INV OUT = 269.00'
300
FES
269.44'
INV IN = 268.00'
STORM DRAIN SCHEDULE
FROM
TO
UPPER INVERT
LOWER INVERT
LENGTH
SLOPE
( /o)
SIZE (in.)
MATERIAL
304
303
282.18
274.26
125.85
6.29%
36"
RCP
303
302
271.52
271.00
34.64
1.50%
36"
RCP
301
300
269.00
268.00
97.24
1.03%
15"
RCP
5.0'
671
PLAN VIEW
(TOP REMOVED)
4
4 4
FILL WITH 3.50'
CONCRETE TO INVERT
d ELEV.
a d c n
SECTION B -B
ISOMETRIC VIEW
(TRASH RACK NOT SHOWN)
EPDXY COATED PEAK ROOF TRASH
RACK WITH ACCESS HATCH
CENTERED ON STEPS, BOLTED TO
RISER
STEPS ON INSIDE AND
OUTSIDE OF RISER, 12" O.C.
GROUT EACH SIDE
"0 -RING" GASKETED
RCP
J OUTLET CULVERT
ELEV=269.00
5' x 5' PRECAST RC BOX, 6" WALLS
(ONE PIECE CAST)
RISER STRUCTURE DETAIL: AIL: R-3
NOT TO SCALE
NOTES:
1. RISER TO BE PRE -CAST CONCRETE STRUCTURE.
CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR
APPROVAL.
SECTION A -A
PEAKED TRASH RACK
1 - 3" DRAWDOWN ORIFICE
4" DRAWDOWN PIPE
OUTLET PIPE
-GROUT
O
I� 1
w
0
1
1-22-19
(
Z o
1>; o x
a a
A A
a c
o a
n a ° d a
aQ
NOT TO SCALE
NOTES:
1. RISER TO BE PRE -CAST CONCRETE STRUCTURE.
CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR
APPROVAL.
SECTION A -A
PEAKED TRASH RACK
1 - 3" DRAWDOWN ORIFICE
4" DRAWDOWN PIPE
OUTLET PIPE
-GROUT
REVISIONS
REV
I� 1
w
0
1
1-22-19
PER TOWN COMMENTS
Z o
1>; o x
=r¢O¢
�w
U ¢ F U) 0
it
Ch
z < ¢
JZ¢
o0
w�
Z
Z
Zwo
<��U
O
�o
TMj
W�<C
ofzz>zF
O W W Q z z
aw
o
2 z: ]_
o �
JZ J <
¢ O O w ¢ ¢
of z
mrnz0
o�w
z�
<�
W
�W9
��
W
o
o ww
W
ut2
w¢ a a z
om
o
0
W7 a w w w
z Q m
W
= Of = J
a �
woo
wom=W m
��
Z
� (
j¢FOjO
0= 1z w O w
a'
O
�'
(n d d J (n X
�
z
w
oz
7)`(�
p O
o0
<�
r
�o }ww
z z z
<
Z J Y Y Z
�\
W,IS 0 W
Q W ZO > =
Q
g
U U) �
Z) z m z z z
•....•T1
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" =Sm
CAD 1. D.: SWO
PROJECT: AUTUMN
SLAKES
PHASE ASE Ill
FOR
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
BGOEHLELR
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
SHEET NUMBER:
C-4,6

12" DIP WL
TO BE EXTENDED BY
FUTURE SHAPARDS PARK
SAN
l SAN 155
155 SAN
// -S 154
SAN
---S SAN
SAN
/ / \ SAN SAN
1
SAN
156
4W
-71�
_ / rSAN�.. .
/\l/\J
PROP. 8"
DSAN
� EL SAN \Jl /l Sl S4N l ,C� \ l /ll/ I / / / SAN
/ 1 /
CONNECTED SAN
TO EX. 8"WL ��_1
IN SHEPARDS \ SAN
PARK
SUBDIVISION\ J
/
PROP. 8" DIP
WL / 7 / � J _�
� l PROP. 8 / DIP r- \ l CROP. 8" DIP / / � < � � \\ \ > v / \ \ \\ \ WL \
L 1 WL l L \> SAN \
\ \ \ l SAN \ l / - \ \\�� /'\ \\✓ ���\ \ j _I
r\ JI /r �A4 164 j 0 8" DI , / \\ \ \ / /yam ��\ \\ \✓ SAN SAN \
137 137
l \ SAN 173 I I SAN l l I ' \\ \\ ✓\ / \ \ 138 /
(- 173 / _ SAN 165 - - SAN \ \\ ✓ \\ \ SAN SAN
SAN SAN 5 / \ \\ \ ✓ 1 SAN \ 1
--SAN r-� I I i1 \ �/� /
/ l SAN \ _ - 3I I I I I I I I I 6 - 77 \ \ �\ 1 n \ \\ ✓ , ^ / \ \ \
SAN vl L-_� � - � __' -� L__J � �/ ice\ �✓ � /\ \\/ / \\\ /
I I I I I I - - - SAN \\\/> SAN 1 SAN ' I I I I I I I I \ \ / \ \ < \ /
/ I PROP. 8" DIP I SAN
I I I SAN
\ /\SAN S WL S11V67 1SA76-J 1175,141 \ 140\\\ N SAN
SAN � � \ > l \\ 51
SA SAN -
SA r SAN SAN \\ v / l \ \ \\ 152 SAN
PROP. 8" DIP I I I I I I I I SAN / / \ \ \\ SA SAN 51
I --I WL _ IL -IL �I III SAN 144 SAN _ \ 14
SAN SAN I I - - J I - J - 143 \ 145 PROP. SAN / SAN / \ I
68 _ _� - - ` \ / 146 WL 147
N SAN
1451-
_ 14 \ v I
46 �I \
I
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057UM2 - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:43 PM LAST SAVED BY: OKAIJA
zf� . . . . . . . . . . .
\ SAN UTILITY LEGEND
SAN � � ��
EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE
--� 100 • Fp
PROPERTY LINE
- I
CONTOUR & ELEVATION 601
/ /SAN
/ '51
SAN \ .. A. I W W U DERGRLOIN ND _W_W_
ATER/' ' ' I UNDERGROUND
SAN ' J A / I FIRE LINE
1 1 /7 •�JP �O- UNDERGROUND
r \ _ �, \ FIBER OPTIC
Qj OH OH OVERHEAD WIRE
\ �• - - - - - - - � UNDERGROUND
y /4* \ �� 1 • . \ ELECTRIC SERVICE
_ _ 1 Q-. . . . . . .� . . . . . .I . . . . . . . . . .\ T T UNDERGROUND
TELEPHONE
. . . . . .. STORM
SEWER
\ l I o f I I SANITARY SEWER
DIP WL . . . . . . . . . . . . . . . MAIN S S
. . . . . . . . . ' r . + . . . . . . . . . . I' . ' . NEW R LIMITS OF DISTURBANCE LOD LOD
30
�. ' CO . . . . . I I PUBLIC DRAINAGE FLOW ARROW
SAN.
\ I * / / / +•. j /� I SEWER
EASEMENT UTILITY POLE/LIGHT
,••. \�/,pr\ Q I.
r X47I CLEANOUT
J
p' \ O SANITARY MANHOLE
I. . . . . . . . . . .
I I . . . STORM MANHOLE
Opp \ - - - - - STORM CURB
I INLET \
�`-.• .AFP ----
001\ \ \'- .., id%� ❑❑ STORM INLET
p . . . . . . . . �... ® WATER VALVE ...... ;r
/ / SAN SAN F� WATER METER
I/ 222 221 \ . . \-A. . . . . . . . . -- rPSAN
SAN SAN \ O \. / / q SANITARY LABEL XXX
223 _ 220 \ � s � SAN ���FP. . -. _--FP
SAN . to�?K-J.. jCITY OF RALEIGH STANDARD UTILITY NOTES.
!Q7
I � .•' / / � _ � 217 PROP. \ PHASE II \
SAN /2 ,• .: _ 1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH DESIGN
WL
/ 224 STANDARDS, DETAILS & SPECIFICATIONS (REFERENCE: CORPUD HANDBOOK, CURRENT EDITION).
SAN\ SAN \� 0 �� : • : ,•. / 0��- 2. UTILITY SEPARATION REQUIREMENTS:
O 225 SAN I SAN / / / / A. A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY PRIVATE OR PUBLIC
1 I WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING
201 WATER. IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS SANITARY SEWER
v
y SAN
SAN / PIPE SHALL BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM �... \
226 r 2 I I 1 SEPARATION SHALL NOT BE LESS THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL.
B. WHEN INSTALLING WATER WOR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES
SHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, THE
I I SAN SAN I I I VARIATION ALLOWED IS THE WATER MAIN IN A SEPARATE TRENCH WITH THE ELEVATION OF THE
I I I 227 SAN SAN 206 SAN 202 ( \ \ WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER & MUST BE APPROVED BY THE PUBLIC
■ \PROP. 203 UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE
SAN 22N 219 8" DIP / ', \ \ DIAMETER.
C. WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER
\ \ > 228 WL / \ \ \ PASSES OVER A WATERMAIN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED 10' ON EACH SIDE
OF CROSSING MUST BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS.
D. 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER & STORM
00
\ ROP. \ 7 SAN \ \ \ SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER.
\ 8" DIP '< \ 235 i 1 E. MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAIN & RCP STORM DRAIN CROSSINGS;
\ / / PROP. 8" WL 007 \ LO \ SAN 1 / MAINTAIN 24" MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER & RCP STORM DRAIN
SAN 1 CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A
PVC WL 207 \ - O X 236 , 1 CONCRETE CRADLE HAVING 6" MIN. CLEARANCE (PER CORPUD DETAILS W-41 & S-49).
SAN o / �• \ F. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18" MIN.
SAN \ \ VERTICAL SEPARATION REQUIRED.
231 3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN WOR
I..I.. � (
20 I I
PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING RESIDENCES &
\ .. o X SANo ( BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS NOT APPROVED FOR
\- SAN \ o I I SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES CONSTRUCTION
\ PROP. 2 I . \ 238 / DEPARTMENT.
8" DIP SAN ._
\ WL 21 \ 5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMAINS. 4.0' MINIMUM COVER IS PROJECT No.: NCR162057
\ \ROP.SAN / REQUIRED ON ALL REUSE MAINS. DRAWN BY: SJK
\ \\ SAN 8" DIP \ 24 �� , I ` CHECKED BY: MAR
SAN SAN233 211 WL\ 6. IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER & SEWER SERVICES DATE: 10-26-18
% I I NOT BEING USED IN REDEVELOPMENT OF A SITE UNLESS OTHERWISE DIRECTED BY THE CITY OF SCALE: 1" = =
SAN I I RALEIGH PUBLIC UTILITIES DEPARTMENT. THIS INCLUDES ABANDONING TAP AT MAIN & REMOVAL OF CAD I. D.: UP01
SAN o I SERVICE FROM ROW OR EASEMENT PER CORPUD HANDBOOK PROCEDURE.
,//Z/<\\
2" D ` % PROP. SAN 212 I \ \ ` ` 7. INSTALL 2" COPPER WATER SERVICES WITH METER LOCATED AT ROW OR WITHIN A 21X2' WATERLINE
SAN L ^ \\ 8" DIP SAN SAN % / EASEMENT IMMEDIATELY ADJACENT. NOTE: IT IS THE APPLICANTS RESPONSIBILITY TO PROPERLY SIZE
WL 213 242 ` / / THE WATER SERVICES FOR EACH CONNECTION TO PROVIDE ADEQUATE FLOW & PRESSURE.
\ l 1V
SAN \ .r - r 2A4 2AN \ SAN o� I 8. INSTALL 6" PVC SEWER SERVICES @ 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR
8" D/P \ SAN SAN 243 I i / EASEMENT LINE & SPACED EVERY 75 LINEAR FEET MAXIMUM.
/ / SAN iyL SAN O 21 24 \ ` 9. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI; BACKWATER
VALVES ARE REQUIRED ON ALL SANITARY SEWER SERVICES HAVING BUILDING DRAINS LOWER THAN 1.0'
PROP. ABOVE THE NEXT UPSTREAM MANHOLE.
245 WL
DIP 10. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE
\ SAN iyL
PROP. �` WOR FEMA FOR ANY RIPARIAN BUFFER, WETLAND WOR FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO
SAN 5 1 ���� CONSTRUCTION.
\ \
�� 11. NCDOT /RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING
_ p0 MAIN EXTENSIONS & SERVICE TAPS) WITHIN STATE OR RAILROAD ROW PRIOR TO CONSTRUCTION.
SAN 1SAN
SAN
PROP.. 12. GREASE INTERCEPTOR / OIL WATER SEPARATOR SIZING CALCULATIONS & INSTALLATIONS
>
8" DIP SPECIFICATIONS SHALL BE APPROVED BY THE CORPUD FOG PROGRAM COORDINATOR PRIOR TO
s 11 1 WL ISSUANCE OF A BUILDING PERMIT. CONTACT TIME BEASLEY AT [phone] OR
[e-mail] FOR MORE INFORMATION.
13. CROSS -CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH
HAZARD INVOLVED AS LISTED IN APPENDIX -13 OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN
12" DIP NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE DEVICES SHALL MEET
WL
, AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR BE ON THE UNIVERSITY OF
SOUTHERN CALIFORNIA APPROVAL LIST. THE DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL
I 1 AND PERIODIC TESTING THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURER'S
I I / RECOMMENDATIONS OR THE LOCAL CROSS -CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE
STRINGENT. CONTACT JOANIE HARTLEY AT [phone] OR JOAN [e-mail] FOR
4 MORE INFORMATION.
IL
L
Jj
�
NOTE:
CONNECTION TO BEAVER DAM CREEK OUTFALL SHALL NOT
BE MADE UNTIL DOWNSTREAM SEWER HAS BEEN
INSPECTED, TESTED, AND ACCEPTED BY THE CITY OF
RALEIGH FOR MAINTENANCE.
TO BE VERIFIED BY CORPUD INSPECTOR PRIOR TO WORK IN
THIS AREA.
FOR REFERENCE ONLY N
NOTE:
ALL SANITARY MAINS TO BE 8".
DRAINAGE BASIN 1: INCLUDES PHASE 1, PHASE 2
AND 14 ACRES OF OFFSITE AREA
TOTAL # OF HOMES: 309
DRAINAGE BASIN 2: INCLUDES PHASE 3
TOTAL # OF HOMES: 157
PHASE 1: 121 LOTS
PHASE 2: 188 LOTS
PHASE 3: 157 LOTS
SANITARY MAIN DESIGN
"n" Factor=
0.013
From
MH
I To Units
MH or Area
Flow /
Unit
(gpd)d
Avg. Daily Flow
Increment
Peak
Factor
q, Increment
Peak Flow
d
q, Total
Peak Flow
d
D, Pipe
Size
in
Slope
%
V ocity
Actual Full Flow
(fps) (fps)
Q, Capacity
d cfs
q/Q
%
d/D
%
Invert Elev.
Upper I Lower
ftft
Phase 1 and 2 309
480
148,320
2.5
370,800
Future Offsite 14
2100
29,190
2.5
72,975
Total
Phase 3 157
480
75,360
2.5
1 188,400
443,775
188,400
8"
8" 1
1.50%
0.50%
4.25 4.25
2.23 2.45
959,056 1.48
553,711 0.86
46.27%
1 34.02%
47 0/6
1 40 %
272.40
272.40
269.49
269.49
NOTES: 4 bedroom units at 120 gpd per bedroom used for Autumn Lakes Subdivision, and 2,100 gpapd (Raleigh R-10 zoning equivilant) used for offsite parcels.
I
150 75 37.5 0 150
1 "=150'
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
rSHEET TITLE:
0VE]RALL
UTILITY PLAN
SHEET NUMBER:
C - 5a�

12" DIP WL
TO BE EXTENDED BY
FUTURE SHAPARDS PARK
SAN
l SAN 155 SAN
154
SAN
SAN
SAN
SAN
126
J
71
l l \l r l I 11 PHASE II / 11 ::::::..
......................:.1:
PROP. J l l 11 I / / / \\ i. .
DIP
BEL/3Jl
CONNECTED
TO EX J21 W/
SAN
zf� . . . . . . . . . . .
\ SAN UTILITY LEGEND
SAN � � ��
EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE
IN SHEPARDS
PARK
SUBDIVISION\Jl
/
PROP. 8" DIP �\ , �\ l r �l 11 �` ,/ ^<�^\\X
WL / T' I /�> jA5 �1 PROP. 8" LAP
l PROP. 8 / DIP \ l PROP. 8" DIP / / i �� \ /�" / \ \ \\ 1 WL 1
l\ / 1WL 3 / L
/ T \ � / � J 3 /SAN 3 % , _ � \ \\ � � / \\ \\ •i '57A��
/ /l\ \ l l � \ Jl /r � �A4 164 � � � j 0 8" Dl , / '\\ \ \� ✓ /y�� �\\ \\ \✓ � SAN SAN �l
� l SAN
l� SAN 173 I 1 SAN
L 173
— SAN
/ — — /l 165 - — SAN SAN 1AN , / � \ \\ ✓ lAN SAN � \ 149 /// � � y A9sF
177 \ \\ ✓ / \ \\ / , I ` �// / 9s
�✓I/
l I SAN \ I I —_—I ��I I I I I I — I I 6 — 77 1 \ >\ /, \ \ / 1 \\ / \ SAN 150 \
II I 1 ��� /��� �✓ /�\ \\�/ / \\
rl SAN SAN I L—J — I ——D�'i/
\ SAN SAN
\ / \ SAN s—
L 1 1
_ I PROP. 8" DIP I I I I SAN SAN
WLSAN 1Q1
4N\\S4N SAN
\\
—fIc — W 142 ' \ \\ / i� \\ 1 SA 51 SAN
Lr_
— I I — _ SA SAN SAN \\ / l \ \\ 152 SAN
_ I �/ 1 — r 142 14 / \ \\
PROP. 8" DIP I I I I I I I SAN / / \ \\ \ SA S 51
WL— _ IL—IL —JI_ I—�I_// SAN 144 SAN SAN 14 AN
^
I I 145 PROP. SAN / / \ I
SA 146 WL 147 / \
14 ,5'ASAN
1451_ N
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057UO2 - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 Q 2:44 PM LAST SAVED BY: OKAIJA
IL
L
� l
PHASEI
• Fp
PROPERTY LINE
- I
CONTOUR & ELEVATION 601
SAN UNDERGROUND W W WATER LINE
I UNDERGROUND
SAN ' J :-. FIRE LINE
1 1 /7 �Jp �O- UNDERGROUND
r \ _ �, \ FIBER OPTIC
OH OH OVERHEAD WIRE
\ �•
- - - -.
- - -o - - - - - - - -'-
. . .
UNDERGROUND
ELECTRIC SERVICE . . . . . .
UNDERGROUND
1 q _ _ _ _ _ I _ _ _ _ _ T T TELEPHONE
I \ STORM
I \ . . . . . . I SEWER
�. . . . . . . . . . . . . . .
l I o I I I SANITARY SEWER
DIP WL , / HPC. MAIN S S
•@ s * I ' ' I NEW
I R LIMITS OF DISTURBANCE LOD LOD
�. 30'CO \��� • • • • • • • • • I I I • PUBLIC DRAINAGE FLOW ARROW
SAN.
LabI l l { `' �..•.,..: J�SEWER
.q. . . . .I I EASEMENT l X UTILITY POLE/LIGHT
%� CLEANOUT OUT O
_11 J.. . . . . . I..I ..... .
I SANITARY MANHOLE
STORM MANHOLE <�
STORM CURBt
I INLET
I
I �p0 OOl \\ �'- , id%� ❑❑ STORM INLET
. . . . . . . ... ® WATER VALVE N
442 441 I 1440
SAN — SAN 439 \ \ ..•. \ iDo FP�� WATER METER
I � / � � \ \ ✓ 222 221 SAN /438 � � \ \ - - �—A. . . . . . � \ SAN
SAN / \ D \. .\. / Fp/ q SANITARY LABEL XXX
I / / 445 22 220 / 437 SAN •—fP.
/ \ — t4
�� / SAN �6 I .:.. SAN X M ! yR_ J,�. r, v
446 ✓ 217 /�� 200: . . hP.to�..... �1$CITY OF RALEIGH STANDARD u rI LITY NOTES.
I / / 14
447 ✓ 435 PROP. PHASE II
l / / IQ / SAN \ \ / 8"DIP \ M / p t 1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH DESIGN
448\ 224 / 423 / / v 434WL I ` "' '� .;, , } STANDARDS, DETAILS & SPECIFICATIONS (REFERENCE: CORPUD HANDBOOK, CURRENT EDITION).
� / 421 SAN �� •�
l / / 9\ SAN 424 420 \ / 21 433
44 2. UTILITY SEPARATION REQUIREMENTS:
I I-441
225 425 401 SAN 432 I / / / % �� A. A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY PRIVATE OR PUBLIC
I l 450 426 419 / \ \ 204 \ SAN / WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING
1 " O 402 / 431 201 / WATER. IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS SANITARY EWER
J SAN 418 �0 400 QU S O C O C OUS S S
y / �� \ SAN 430 PIPE SHALL BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM
226 427 , r 417 /� 403
/ SEPARATION SHALL NOT BE LESS THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL.
L
\ o L �` 416 404 �/ / 399 l I I I 1 B. WHEN INSTALLING WATER WOR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES
fSHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, THE
I 452 415 405 ✓ / \398\SAN 359 28 202 I I I I VARIATION ALLOWED IS THE WATER MAIN IN A SEPARATE TRENCH WITH THE ELEVATION OF THE
■ I 227 414 406 ✓ 3 7 206 �/ SAN
T 413 SAN O 360 \ \� WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER & MUST BE APPROVED BY THE PUBLIC
\ \ \ I453) 1 20 \ GSP�. I UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE
\ O SAN 219 407 8RDIP 39\\ / 35\ �61 Q�O�\��� DM
IAETER
229 .
r \\ �pFt S�� \ \ C. WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER
� 408 ✓WL 395 �P PASSES OVER A WATERMAIN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED 10' ON EACH SIDE
\ \ �_ / 409 ✓ / /394\\ 362 1 I OF CROSSING MUST BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS.
�� \ / ` D. 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER & STORM
\ \ 1 r 455 , r 410\ 395\ / ROP. / \356\ 007 /36� 11SAN 1 1 \ I SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER.
412 411 `\ / 89\\ / $" DIP 355\ ��C� \ 235 i 1 E. MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAIN & RCP STORM DRAIN CROSSINGS;
0 \ / / LO \ SAN / MAINTAIN 24" MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER & RCP STORM DRAIN
PROP. 8" / 391\\ SAN \��+ / _ °7 X 236 1 , I I CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A
PVC W 457L' r ' 390\\ 207 353\ p I CONCRETE CRADLE HAVING 6" MIN. CLEARANCE (PER CORPUD DETAILS W-41 & S-49).
F. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18" MIN.
VERTICAL SEPARATION REQUIRED.
237
3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN WOR
PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION.
1 459 I
385 \ 384\ ✓ \ 350 I I I ..I. NEW 30' COR PUBLIC\\ �' 4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING RESIDENCES &
AN SAN. SEWER I BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS NOT APPROVED FOR
EASEMENT \�\ r=60 387 / 382 SAN 349 0 238 ) SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES
So
DEPARTMENT. CONSTRUCTION
335 \ / 5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMAINS. 4.0' MINIMUM COVER IS PROJECT No.: NCR162057
r 462 1 378 347 \ PROP. �� 24 �� I ` REQUIRED ON ALL REUSE MAINS. DRAWN BY: SJK
8" DIP I �z /
\ 336 332 �o 6. IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER & SEWER SERVICES CHECKED BY: MAR
WL
O DATE: 10-26-18
00 I I / NOT BEING USED IN REDEVELOPMENT OF A SITE UNLESS OTHERWISE DIRECTED BY THE CITY OF SCALE: 1"
'C�, a RALEIGH PUBLIC UTILITIES DEPARTMENT. THIS INCLUDES ABANDONING TAP AT MAIN & REMOVAL OF
CAD 1. D.: UP01
\ \\ 1
r
464 / 372\\ SAN\ 345 337 \ SAN 33� o I J� ` ! / SERVICE FROM ROW OR EASEMENT PER CORPUD HANDBOOK PROCEDURE.
V
J1
PROP. SAN r 374 373 / �/� \369 212 / 43 4 \ \ \ 7. INSTALL 2" COPPER WATER SERVICES WITH METER LOCATED AT ROW OR WITHIN A 2''
DIP WATERLINE
\\ 8' DIP 376 375 / 368 SAN \ �j / 338 I SAN 330 I J ? 1/ X2
EASEMENT IMMEDIATELY ADJACENT. NOTE: IT IS THE APPLICANTS RESPONSIBILITY TO PROPERLY SIZE
21 343\ 1 242 I ` / / / THE WATER SERVICES FOR EACH CONNECTION TO PROVIDE ADEQUATE FLOW & PRESSURE.
1AN • [ r 364 365 / 214 21 342 339 lv 30' C R P�JBLIC SAN. #* 8. INSTALL 6" PVC SEWER SERVICES @ 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR
SAN WE
:ASIEMENT EASEMENT LINE & SPACED EVERY 75 LINEAR FEET MAXIMUM.
316 \ / \ 328/ 9. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI; BACKWATER
340 VALVES ARE REQUIRED ON ALL SANITARY SEWER SERVICES HAVING BUILDING DRAINS LOWER THAN 1.0'
PROP. ABOVE THE NEXT UPSTREAM MANHOLE.
/ SAN / \ 313 317 \ 327 J 8" DIP
\ / /
W 10. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE
PROP. 12" /318 j 245 ` 326 \ L WOR FEMA FOR ANY RIPARIAN BUFFER, WETLAND WOR FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO
DIP WL \ / 319 , /325 \ / /�� CONSTRUCTION.
00Si
�\ ��' 11. NCDOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING
ON �\ / MAIN EXTENSIONS & SERVICE TAPS) WITHIN STATE OR RAILROAD ROW PRIOR TO CONSTRUCTION.
11 321 247 PROP. 12. GREASE INTERCEPTOR / OIL WATER SEPARATOR SIZING CALCULATIONS & INSTALLATIONS
\ SAN 8" DIP SPECIFICATIONS SHALL BE APPROVED BY THE CORPUD FOG PROGRAM COORDINATOR PRIOR TO
ISSUANCE OF A BUILDING PERMIT. CONTACT TIME BEASLEY AT [phone] OR
[e-mail] FOR MORE INFORMATION.
13. CROSS -CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH
HAZARD INVOLVED AS LISTED IN APPENDIX -13 OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN
12" DIP NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE DEVICES SHALL MEET
WL
AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR BE ON THE UNIVERSITY OF
SOUTHERN CALIFORNIA APPROVAL LIST. THE DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL
/ 1 AND PERIODIC TESTING THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURER'S
I I / RECOMMENDATIONS OR THE LOCAL CROSS -CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE
STRINGENT. CONTACT JOANIE HARTLEY AT [phone] OR JOAN [e-mail] FOR
4 MORE INFORMATION.
ATTENTION CONTRACTORS:
THE CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR
THE EXTENSION OF WATER, SEWER, AND/OR REUSE, AS
APPROVED IN THESE PLANS, IS RESPONSIBLE FOR
CONTACTING AT LEAST TWENTY FOUR HOURS PRIOR TO
BEGINNING ANY OF THEIR CONSTRUCTION.
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM
PLUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY
OTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL
RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE
WORK IN THE CITY OF RALEIGH
UTILITY NOTES:
1. REFER TO GENERAL NOTES ON SHEET C-.0.1
2. BEAVER CREEK PUMP STATION AT 732 PARKS
VILLAGE ROAD MUST BE ONLINE BEFORE
BUILDING PERMITS CAN BE ACQUIRED Iq
Public
Water Distribution / Extension System
The City of Raleigh consents to the connection and extension of the
'ity's public water system as shown on this plan. The material and
,onstruction methods used for this project shall conform to the
Standards and specifications of the City's Public Utilities Handbook.
Dity of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
'ity's public sewer system as shown on this plan. The material and
,onstruction methods used for this project shall conform to the
Standards and specifications of the City's Public Utilities Handbook.
Dity of Raleigh
Public Utilities Department Permit #
Authorization to Construct
nw,
I
150 75 37.5 0 150
1 "=150'
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
rSHEET TITLE:
0VE]$ALL
UTILITY PLAN
SHEET NUMBER:
C — 5o�

\ All
FES -500 RIPRAP Ali
/ MIN. 5'(L) X 10'(W) X F (T)
1 P
401 PERMANENT SANITARY > 1 >
EX. /12 u P $ yR — ,��q SEWER EASEMENT n c)
INV/= 257.49 2 1 =
$ _ A�( SHOWN ON MB 2015,
_ _ _ I PG 0148 AND DESCRIBED IN m 1 r
\- _ _ - _ - ai r D8 16147, PG. 708 - . 1 m
_ _ - - _ _ _ _� I _ _ _ m 1 cn
X00 \� �� m 1� m
/ 20' PUBLIC TOWN OF I \ \ m
MANHOLE D I Cn
ZEBULON DRAINAGE - \\
s � TOP = 266.34 MANHOLE E
TOP = 257.95 = _
& ACCESS EASEMENT \ _INV IN = 246.64 — � m
� INV IN = 24 1 m
6.20 m
-INV OUT = 246.59- _ _ — _ INV OUT = 246.10 1
/ / \ cn 1 cn
v ADD. 20' ZONE 2 BUFFER (TYP.)CD jV
���� / / / 30' ZONE 1 BUFFER (TYP.) o _10�
J
BENCH AND TRASH
/
RECEPTACLE ON
CONCRETE PAD \ \ 1
—10 PUBLIC TOWN OF ZEBULON 1
F / O
O
\ 10' PUBLIC TOWN OF
/ 0 ZEBULON TRAIL WITHIN
/ 1 I 30' ACCESS EASEMENT
/ DO EXISTING POND I I LODE/\p0 I �-001-00j
/ - JURISDICTIONAL
441 442 111 1 I O
O I
N' 443 I PROP. 8" IP WL ,iAN
/ / / / oo \ 221
16,070 SF FLAGGED 222
I WETLANDS
I AREA (HATCHED) / / / / / p \
WETLANDS® 81 8" PVC SAN S-1®
I / / 22�
N W
� 1 MvuNL/T PLAZE 'raw
S S I
\ / I
I ' �
11 I
1
�I
1 I
I I �
1 I
I I i
I
I
11I I -
E
11 s
I
i
1
g I
I � �
I� MATCHLINE: SEE SHEETS C-5.2
�riri��ri�i�ri��riri
11 MATCHLINE: SEE SHEETS C-5.3
�I
446
�PROP. FH & GV
/// / / i GK) ALK (TY C ASSEMBLY � � 5P� g/ (TYP.)41# \
// / / 448 SAN S 423)i'
224
I I o
5 /
� 419
\426 `
MAR
ARE
\ ' 1 30ZONE 1 BUFFER (TYP.)
\ 1 ADD, 20' ZONE 2 BUFFER ( P.) �/ OL / PROP. FH & 427 \
I \ 1 I 451 ASSEMBLY 417 .t1 S'
(TYP.) PROP. FH & GV
I S 20' HOA STORM DRAINAGE AND i ASSEMBLY
MAINTENANCE EASEMENT 416 (TYP.) 9
I I a PR 8" DIP WL
452 � - 415
00 \ S
1 S N 1 413 1
I \� 0
\ \ \ GK)N 1 /
\\ p
U
CD
8, X 8, E
\ = \ 3 - 8" V
\ \ \ oo 219
\8,144 SF FLAGGED \ \ ,
WETLANDS \ \ PR P. FH & GV
AREA (HATCHED) \ AS EMBLY
455 (TYP )
\ I ,1 1 411
PROP. 8" DI WL 1
456 N 20' HOA STORM DRAINAGE AN
.. MAINTENANCE EASEMENT
1 0 0-0 Uv
Q PROP. FH & GV 207
U' ASSEMBLY
457 an \ 390 (TYP.
.o 1 389 \ � 1
■�� � ������ ��iTiiii ����� rim �y,
1- 1 1 1 208
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057UP0 - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:45 PM LAST SAVED BY: OKAIJA
439
8"
GREENWAY WITHIN O \
30' GREENWAY
TRAIL EASEMENT
O
00� ;
0 1
1
\� 1
.00.
\ 1
1
438 \
1
�N
!0 437 \
436 1
BAH 8" X 8" E
7y -C MERCIAL \ cs'9N 3-8 vV
MAIL KIOSK S 17 43
\
`-AFH&GV /
SSEMBLY 1 /!
(TYP.)
� � 5
421
SAN Q�
12181 PROP. 8" D
402 /
\ 404
moo.
/ 398
397
\ PROP. FH & GV
/ ASSEMBLY
396 (TYP.)
0
399
1
40
1
1
1
r
1 �AR
ON
` 206 1 \
395 '
1 357
PROP. 8' IF WL 356 1
355
o° 1
354 1
\ OO
353 ;
UTILITY TY LEGEND
CITY OF RALEIGH[
EXISTING NOTE
TYPICAL NOTE TEXT
PROPOSED NOTE
PROPERTY LINE
�U
F�:
U 04
z o
w¢
V_—
CONTOUR & ELEVATION
601
-W-W-
UNDERGROUND
WATER LINE
W W
UNDERGROUND
FIRE LINE
FO
UNDERGROUND
FIBER OPTIC
K
-OH-OH
OVERHEAD WIRE
U0
E E
UNDERGROUND
ELECTRIC SERVICE
T T
UNDERGROUND
TELEPHONE
♦���♦
�a
STORM
SEWER
..
WF
z
Z ¢
SANITARY SEWER
MAIN
S S
LIMITS OF DISTURBANCE
LOD LOD
o
DRAINAGE FLOW ARROW
l X
UTILITY POLE/LIGHT
CLEANOUT
n
OSANITARY
MANHOLE
STORM MANHOLE
<�
z
STORM CURB
INLET;
❑❑
STORM INLET
r�
®
WATER VALVE
►�
WATER METER
W
El
W
Cl) o
SANITARY LABEL
SAN
XXX
STREET LIGHT
a
STANDARD
UTILITY
NOTES:
�Z�
1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH DESIGN
STANDARDS, DETAILS & SPECIFICATIONS (REFERENCE: CORPUD HANDBOOK, CURRENT EDITION).
2. UTILITY SEPARATION REQUIREMENTS:
A. A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY PRIVATE OR PUBLIC
WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING
WATER. IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS SANITARY SEWER
PIPE SHALL BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM
SEPARATION SHALL NOT BE LESS THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL.
B. WHEN INSTALLING WATER WOR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES
SHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, THE
VARIATION ALLOWED IS THE WATER MAIN IN A SEPARATE TRENCH WITH THE ELEVATION OF THE
WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER & MUST BE APPROVED BY THE PUBLIC
UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE
DIAMETER.
C. WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER
PASSES OVER A WATERMAIN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED 10' ON EACH SIDE
OF CROSSING MUST BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS.
D. 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER & STORM
SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER.
E. MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAIN & RCP STORM DRAIN CROSSINGS;
MAINTAIN 24" MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER & RCP STORM DRAIN
CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A
CONCRETE CRADLE HAVING 6" MIN. CLEARANCE (PER CORPUD DETAILS W-41 & S-49).
F. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18" MIN.
VERTICAL SEPARATION REQUIRED.
3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN &/OR
PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING RESIDENCES &
BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS
SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES
DEPARTMENT.
5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMAINS. 4.0' MINIMUM COVER IS
REQUIRED ON ALL REUSE MAINS.
6. IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER & SEWER SERVICES
NOT BEING USED IN REDEVELOPMENT OF A SITE UNLESS OTHERWISE DIRECTED BY THE CITY OF
RALEIGH PUBLIC UTILITIES DEPARTMENT. THIS INCLUDES ABANDONING TAP AT MAIN & REMOVAL OF
SERVICE FROM ROW OR EASEMENT PER CORPUD HANDBOOK PROCEDURE.
7. INSTALL 3/4" COPPER WATER SERVICES WITH METER LOCATED AT ROW OR WITHIN A 21X2' WATERLINE
EASEMENT IMMEDIATELY ADJACENT. NOTE: IT IS THE APPLICANTS RESPONSIBILITY TO PROPERLY SIZE
THE WATER SERVICES FOR EACH CONNECTION TO PROVIDE ADEQUATE FLOW & PRESSURE.
8. INSTALL 4" PVC SEWER SERVICES @ 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR
EASEMENT LINE & SPACED EVERY 75 LINEAR FEET MAXIMUM.
9. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI; BACKWATER
VALVES ARE REQUIRED ON ALL SANITARY SEWER SERVICES HAVING BUILDING DRAINS LOWER THAN 1.0'
ABOVE THE NEXT UPSTREAM MANHOLE.
10. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE
&/OR FEMA FOR ANY RIPARIAN BUFFER, WETLAND &/OR FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO
CONSTRUCTION.
11. NCDOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING
MAIN EXTENSIONS & SERVICE TAPS) WITHIN STATE OR RAILROAD ROW PRIOR TO CONSTRUCTION.
12. GREASE INTERCEPTOR / OIL WATER SEPARATOR SIZING CALCULATIONS & INSTALLATIONS
SPECIFICATIONS SHALL BE APPROVED BY THE CORPUD FOG PROGRAM COORDINATOR PRIOR TO
ISSUANCE OF A BUILDING PERMIT. CONTACT TIME BEASLEY AT [phone] OR
[e-mail] FOR MORE INFORMATION.
13. CROSS -CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH
HAZARD INVOLVED AS LISTED IN APPENDIX -B, OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN
NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE DEVICES SHALL MEET
AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR BE ON THE UNIVERSITY OF
SOUTHERN CALIFORNIA APPROVAL LIST. THE DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL
AND PERIODIC TESTING THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS OR THE LOCAL CROSS -CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE
STRINGENT. CONTACT JOANIE HARTLEY AT [phone] OR [e-mail] FOR
MORE INFORMATION.
Public
Water Distribution / Extension System
The City of Raleigh consents to the connection and extension of the
City's public water system as shown on this plan. The material and
construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
'ity's public sewer system as shown on this plan. The material and
;onstruction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
'ity of Raleigh
Public Utilities Department Permit #
Authorization to Construct
ATTENTION CONTRACTORS:
THE CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR
THE EXTENSION OF WATER, SEWER, AND/OR REUSE, AS
APPROVED IN THESE PLANS, IS RESPONSIBLE FOR
CONTACTING AT LEAST TWENTY FOUR HOURS PRIOR TO
BEGINNING ANY OF THEIR CONSTRUCTION.
=AILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM
'LUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY
DTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL
RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE
WORK IN THE CITY OF RALEIGH
Ro
F,
60 30 15 0 60
1 "= 60'
IF
REVISIONS
REV DATE COMMENT BY
1 1-22-19 PER TOWN COMMENTS SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" =8W
CAD 1. D.: UPO
PROJECT: AUTUMN
LAKES
PHASE III
FOR
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
TD -1 0 TOT L ]E TD-)
ENGENEEKING No,
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
rSHEET TITLE:
UTILITY PLAN -
SHEET NUMBER:
C-5,2
g
�U
F�:
U 04
z o
w¢
V_—
6
o
1
WW
-
o�
H o�
¢ d ~ J
K
(,4
U0
UQFU)O
o0
ty"1
��
♦���♦
�a
..
WF
z
Z ¢
�o
w ¢
a
2
z
o
2 U
ufZZ>Z°
wwQxZ
aW
o�
UF,
r�
�OI- x I- c�
¢OOwJ¢
z
m to Z U 3:
N w
WOWU
W
�W�
W
Cl) o
w
Www
��JW
a
W
�Z�
w ¢ a =
a w
om
oW
LU Q w w
ER
rr
w 0 m = = m
�0
Z
Z�'
®W
j¢FCDjO
0= w o w
a
a'
O
U) d d J (n W
QP.{
W U
LUco
z
a]W
p 0
00
H
}
0Z ww
<0
�W
3: >ZZ
Z
Z J 2 Y Y Z
o
'Zi
LL' (9 � LU
Q W 0 U} U} 2
�0
�
F
� � W
a wO w w 0
Z) Z m Z Z Z
ffi
IF
REVISIONS
REV DATE COMMENT BY
1 1-22-19 PER TOWN COMMENTS SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" =8W
CAD 1. D.: UPO
PROJECT: AUTUMN
LAKES
PHASE III
FOR
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
TD -1 0 TOT L ]E TD-)
ENGENEEKING No,
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
rSHEET TITLE:
UTILITY PLAN -
SHEET NUMBER:
C-5,2

'1- 0 --- J_ ! III I i II I II
MATCHLINE: SEE SHEETS C-5.2
�1 MATCHLINE: SEE SHEETS C-5.3
i
1 /
1
� 1
s �
1
1 \
1
1 \
1
2 BUFFER (TYP.)
FE? (TYP.)
1
1
1
1
�l
ZX \
12 " DIP
Wi
\ ZI/
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057UP0 - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:45 PM LAST SAVED BY: OKAIJA
WW
PVCWL u11 1 \ `� PROP. FH & GV 2
ASSEMBLY
01) 390(TYP
JW
.
1
1 389
��
N 7' S
4 208
58 1
1 �
352
� s
8" X 8" T
459
2-8"G S
® S a,p�CSAN Oar
231
PROP. FH & G /
ASSEMBLY 1 385 �o
N
J 460 zi (TYP.) 1 386 1
382 \
20' HOA STORM DRAINAGE AND \/ PROP. FH & GV\
MAINTENANCE EASEMENT ASSEMBLY
1 N T 11 S 381 (TYP.)
U 'n
a � 1 379
b
\ 1 �
\
462 1 1 378 ,
SAN
ssPN 210
ROP. 8" DI L
\\ = N SAN
v 233 S
\\ m w
463
\\ 8"X8' TE
\\ 3-8�GV
\\ 464 2 2
OP. 8" DIP — u1
\ U�i
\\ SAN 1
\\ 2
MW
371
sem' SAN `
pVC SAN 211 372
PROP. FH & V 373
ASSEMBLY 1 ��
351
370
369
(TYP.) 1 374 `\ 212
1 375 1 368
376 1 � ✓ \
367 Q�
i\ 20' HOA STORM DRAINAGE AND �
MAINTENANCE EASEMENT 366 AG
n�
466 \ 365\ SAN gP� �v GV s9
/�/� • 11 2 �P`IC SEMBLY 1
CONTRACTOR TO TIE 364 S (TYP.)
20' HOA STORM DRAINAGE AND . TO EX. 8" WATER LINE, 213 1
MAINTENANCE EASEMENT : --i \
FROM PHASE 2 P2115
N '� ®P 2" DIP WL 315
$ PvssP s 20 1
m CONTRACTOR TO TIE
TO EX. 12" WATER LINE `" W 314
c FROM PHASE 2
3
1� U )URT 313 \ 1 C
S
WCRAC LIN PROP. FH & GV `\ 1
S W ASSEMBLY
\ � 312 S w W W 12 " DIP (TYP.) 311 \
s � w WL 11�
310 20' HOA STORM DRAINAGE AND" �` \
5 MAINTENANCE EASEMENT ,
s
4)
o,
-- -- �- -- - 02 n IL
3/4 PIPE
S8,958:37 V 712.05' PROPERTY BOUNDARY 17— 1 17 -
IN CONC.
Z 1 z
m 1 m
Cn 1 Cn
m m
12" DIP Cn
m 1 m
= 1 =
m 1 m m m
U 1 CnCn
n1 n
1
1
1
1
1
1
1
1
> 1
Q
j
o
❑❑ STORM INLET ;11111111;
® WATER VALVE H REVISIONS
WATER METER REV DATE COMMENT BY
SANITARY LABEL SAN
XXX 1 1-22-19 PER TOWN COMMENTS SJK
CITY OF RALEIGH STANDARD UTILITY NOTES.
1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH DESIGN
STANDARDS, DETAILS & SPECIFICATIONS (REFERENCE: CORPUD HANDBOOK, CURRENT EDITION).
2. UTILITY SEPARATION REQUIREMENTS:
A. A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY PRIVATE OR PUBLIC
WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING
WATER. IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS SANITARY SEWER
PIPE SHALL BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM
SEPARATION SHALL NOT BE LESS THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL.
B. WHEN INSTALLING WATER WOR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES
SHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, THE
VARIATION ALLOWED IS THE WATER MAIN IN A SEPARATE TRENCH WITH THE ELEVATION OF THE
WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER & MUST BE APPROVED BY THE PUBLIC
UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE
DIAMETER.
C. WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER
PASSES OVER A WATERMAIN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED 10' ON EACH SIDE
OF CROSSING MUST BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS.
D. 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER & STORM
SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER.
E. MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAIN & RCP STORM DRAIN CROSSINGS;
MAINTAIN 24" MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER & RCP STORM DRAIN
CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A
CONCRETE CRADLE HAVING 6" MIN. CLEARANCE (PER CORPUD DETAILS W-41 & S-49).
F. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18" MIN.
VERTICAL SEPARATION REQUIRED.
3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN WOR
PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING RESIDENCES &
UTILITY TY ]L EG END
BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS
EXISTING NOTE
TYPICAL NOTE TEXT
PROPOSED NOTE
PROPERTY LINE
DEPARTMENT.
CONTOUR & ELEVATION
601
-W-W-
UNDERGROUND
WATER LINE
W W
UNDERGROUND
FIRE LINE
FO
UNDERGROUND
FIBER OPTIC
6. IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER & SEWER SERVICES
-OH-OH
OVERHEAD WIRE
NOT BEING USED IN REDEVELOPMENT OF A SITE UNLESS OTHERWISE DIRECTED BY THE CITY OF
E E
UNDERGROUND
ELECTRIC SERVICE
RALEIGH PUBLIC UTILITIES DEPARTMENT. THIS INCLUDES ABANDONING TAP AT MAIN & REMOVAL OF
T T
UNDERGROUND
TELEPHONE
SERVICE FROM ROW OR EASEMENT PER CORPUD HANDBOOK PROCEDURE.
STORM
SEWER
SANITARY SEWER
MAIN
S S
LIMITS OF DISTURBANCE
LOD LOD
DRAINAGE FLOW ARROW
l X
UTILITY POLE/LIGHT
CLEANOUT
OSANITARY
MANHOLE
STORM MANHOLE
<�
STORM CURB
INLET;
❑❑ STORM INLET ;11111111;
® WATER VALVE H REVISIONS
WATER METER REV DATE COMMENT BY
SANITARY LABEL SAN
XXX 1 1-22-19 PER TOWN COMMENTS SJK
CITY OF RALEIGH STANDARD UTILITY NOTES.
1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH DESIGN
STANDARDS, DETAILS & SPECIFICATIONS (REFERENCE: CORPUD HANDBOOK, CURRENT EDITION).
2. UTILITY SEPARATION REQUIREMENTS:
A. A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY PRIVATE OR PUBLIC
WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING
WATER. IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS SANITARY SEWER
PIPE SHALL BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM
SEPARATION SHALL NOT BE LESS THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL.
B. WHEN INSTALLING WATER WOR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES
SHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, THE
VARIATION ALLOWED IS THE WATER MAIN IN A SEPARATE TRENCH WITH THE ELEVATION OF THE
WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER & MUST BE APPROVED BY THE PUBLIC
UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE
DIAMETER.
C. WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER
PASSES OVER A WATERMAIN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED 10' ON EACH SIDE
OF CROSSING MUST BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS.
D. 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER & STORM
SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER.
E. MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAIN & RCP STORM DRAIN CROSSINGS;
MAINTAIN 24" MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER & RCP STORM DRAIN
CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A
CONCRETE CRADLE HAVING 6" MIN. CLEARANCE (PER CORPUD DETAILS W-41 & S-49).
F. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18" MIN.
VERTICAL SEPARATION REQUIRED.
3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN WOR
PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION.
7. INSTALL 2" COPPER WATER SERVICES WITH METER LOCATED AT ROW OR WITHIN A 21X2' WATERLINE PROJECT: AUTUMN
EASEMENT IMMEDIATELY ADJACENT. NOTE: IT IS THE APPLICANTS RESPONSIBILITY TO PROPERLY SIZE
THE WATER SERVICES FOR EACH CONNECTION TO PROVIDE ADEQUATE FLOW & PRESSURE. LAKES
8. INSTALL 6" PVC SEWER SERVICES @ 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR
EASEMENT LINE & SPACED EVERY 75 LINEAR FEET MAXIMUM. PHASE ASE III
9. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI; BACKWATER FOR
VALVES ARE REQUIRED ON ALL SANITARY SEWER SERVICES HAVING BUILDING DRAINS LOWER THAN 1.0'
ABOVE THE NEXT UPSTREAM MANHOLE.
10. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE
WOR FEMA FOR ANY RIPARIAN BUFFER, WETLAND WOR FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO
CONSTRUCTION.
11. NCDOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING HOMES
MAIN EXTENSIONS & SERVICE TAPS) WITHIN STATE OR RAILROAD ROW PRIOR TO CONSTRUCTION. LOCATION OF SITE
12. GREASE INTERCEPTOR / OIL WATER SEPARATOR SIZING CALCULATIONS & INSTALLATIONS 0 OLD BUNN RD
SPECIFICATIONS SHALL BE APPROVED BY THE CORPUD FOG PROGRAM COORDINATOR PRIOR TO ZEBULON, NC 27597
ISSUANCE OF A BUILDING PERMIT. CONTACT TIME BEASLEY AT [phone] OR
[e-mail] FOR MORE INFORMATION. WAKE COUNTY, NORTH CAROLINA
13. CROSS -CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH
HAZARD INVOLVED AS LISTED IN APPENDIX -B OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN
NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE DEVICES SHALL MEET
AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR BE ON THE UNIVERSITY OF
SOUTHERN CALIFORNIA APPROVAL LIST. THE DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL TOT L IE ,
AND PERIODIC TESTING THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURER'S r D\
RECOMMENDATIONS OR THE LOCAL CROSS -CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE L U) \
STRINGENT. CONTACT JOANIE HARTLEY AT [phone] OR JOAN [e-mail] FOR IE14 GRIYlEIERIIIYG IYQ:, F][,L0
MORE INFORMATION. NCBELS P-1132
Public
Water Distribution / Extension System
The City of Raleigh consents to the connection and extension of the
City's public water system as shown on this plan. The material and
construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
ATTENTION CONTRACTORS:
THE CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR
THE EXTENSION OF WATER, SEWER, AND/OR REUSE, AS
APPROVED IN THESE PLANS, IS RESPONSIBLE FOR
CONTACTING AT LEAST TWENTY FOUR HOURS PRIOR TO
3EGINNING ANY OF THEIR CONSTRUCTION.
=AILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM
'LUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY
DTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL
RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE
✓YORK IN THE CITY OF RALEIGH
M
0)
60 30 15 0 60
1 "= 60'
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
rSHEET TITLE:
UTILITY PLAN -
SHEET NUMBER:
C-53
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING RESIDENCES &
BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS
NOT APPROVED FOR
SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES
CONSTRUCTION
DEPARTMENT.
5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMAINS. 4.0' MINIMUM COVER IS
PROJECT No.: NCR162057
REQUIRED ON ALL REUSE MAINS.
DRAWN BY: SJK
CHECKED BY: MAR
6. IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER & SEWER SERVICES
DATE: 10-26-18
NOT BEING USED IN REDEVELOPMENT OF A SITE UNLESS OTHERWISE DIRECTED BY THE CITY OF
SCALE: 1"
RALEIGH PUBLIC UTILITIES DEPARTMENT. THIS INCLUDES ABANDONING TAP AT MAIN & REMOVAL OF
CAD I.D.: UPO
SERVICE FROM ROW OR EASEMENT PER CORPUD HANDBOOK PROCEDURE.
7. INSTALL 2" COPPER WATER SERVICES WITH METER LOCATED AT ROW OR WITHIN A 21X2' WATERLINE PROJECT: AUTUMN
EASEMENT IMMEDIATELY ADJACENT. NOTE: IT IS THE APPLICANTS RESPONSIBILITY TO PROPERLY SIZE
THE WATER SERVICES FOR EACH CONNECTION TO PROVIDE ADEQUATE FLOW & PRESSURE. LAKES
8. INSTALL 6" PVC SEWER SERVICES @ 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR
EASEMENT LINE & SPACED EVERY 75 LINEAR FEET MAXIMUM. PHASE ASE III
9. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI; BACKWATER FOR
VALVES ARE REQUIRED ON ALL SANITARY SEWER SERVICES HAVING BUILDING DRAINS LOWER THAN 1.0'
ABOVE THE NEXT UPSTREAM MANHOLE.
10. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE
WOR FEMA FOR ANY RIPARIAN BUFFER, WETLAND WOR FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO
CONSTRUCTION.
11. NCDOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING HOMES
MAIN EXTENSIONS & SERVICE TAPS) WITHIN STATE OR RAILROAD ROW PRIOR TO CONSTRUCTION. LOCATION OF SITE
12. GREASE INTERCEPTOR / OIL WATER SEPARATOR SIZING CALCULATIONS & INSTALLATIONS 0 OLD BUNN RD
SPECIFICATIONS SHALL BE APPROVED BY THE CORPUD FOG PROGRAM COORDINATOR PRIOR TO ZEBULON, NC 27597
ISSUANCE OF A BUILDING PERMIT. CONTACT TIME BEASLEY AT [phone] OR
[e-mail] FOR MORE INFORMATION. WAKE COUNTY, NORTH CAROLINA
13. CROSS -CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH
HAZARD INVOLVED AS LISTED IN APPENDIX -B OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN
NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE DEVICES SHALL MEET
AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR BE ON THE UNIVERSITY OF
SOUTHERN CALIFORNIA APPROVAL LIST. THE DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL TOT L IE ,
AND PERIODIC TESTING THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURER'S r D\
RECOMMENDATIONS OR THE LOCAL CROSS -CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE L U) \
STRINGENT. CONTACT JOANIE HARTLEY AT [phone] OR JOAN [e-mail] FOR IE14 GRIYlEIERIIIYG IYQ:, F][,L0
MORE INFORMATION. NCBELS P-1132
Public
Water Distribution / Extension System
The City of Raleigh consents to the connection and extension of the
City's public water system as shown on this plan. The material and
construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
ATTENTION CONTRACTORS:
THE CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR
THE EXTENSION OF WATER, SEWER, AND/OR REUSE, AS
APPROVED IN THESE PLANS, IS RESPONSIBLE FOR
CONTACTING AT LEAST TWENTY FOUR HOURS PRIOR TO
3EGINNING ANY OF THEIR CONSTRUCTION.
=AILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM
'LUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY
DTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL
RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE
✓YORK IN THE CITY OF RALEIGH
M
0)
60 30 15 0 60
1 "= 60'
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
rSHEET TITLE:
UTILITY PLAN -
SHEET NUMBER:
C-53

I
I /
z1 r 1
Z 1� z NEW 30' COR
I -fl 1 m I PUBLIC SAN. 1
M 1 SEWER EASEMENT
_ m I I 1
M 1� m
UI �
_1� I
IM 1 m
WIrcn I 1
9 1 0
IV
\ �s
1 \ MANHOLE F ` 1
1 TOP = 257.03
\ INV IN = 245.81
1 INV OUT = 245.56
1 \ WITHIN BL.A'�NKET \ \M 1
\HOA/DEvttVPER \ \ r- Icay 1
1 \ MAINTENANCES4SSEMENT �\ I I \ 10
\ FES -102 RI P �S\�o �\ I 1\�Q 8 THE \L SEA VERDAM CREEK
MIN. 28' (L) X 43' ZWQ 15 (T) 0 \ 40' EMERGENCY SPILLWAY S� lS THE ACTUAL PROPERTY LINE
\ \ CLASS II RIPRAP
\ 1
I \ \r\ FP/ ��
11,
4' MIN. HIGH VINYL COATE
O D CHAIN LINK SAFETY FENCE1
,,. �,, ,,,, � ,� 63 FP
\ \ \ BENCH AND TRASH RECEPTACLE 61 FPS
\ ■ \ ON CONCRETE PAD�FP�
/NV OUT = 244.71 FPS^^ FP—;W
�� FES -400 RIPRAP SAP
1 o SANS MIN. 18'(L) X 30'(W) X 12" (T) Dq \/ MANHOLE
\ 1P �/� 1� 1R./,� TOP = 257.8,
1 20' PUBLIC TOWN OF \ X M �� \ 14V AV
1
1 ?� ZEBULON DRAINAGE \11D0� !A� ° 1
i
43 \\ & ACCESS EASEMENT
\ 200 lCil_
L0� S
s Lop �� ISS
\ o/ Go 00fin _ \ 1 �s� /�� \\ \ -7, ,/fA
\ i - \
20' PUBLIC TOWN OF Alp
ZEBULON
` ZEBULON DRAINAGE \ \ ���
433 \ \ I ' & ACCESS EASEMENT 00� \ MANHOLE H \ s \ �� I /
oo/ / / \ TOP = 264.34
FES 100 RIPRAP \ MANHOLE J
� I / MIN. 15' (L) X 25' (W) X 12" (T) X30' ZONE 1 BUFFER (TYP.) 00� 001-001 \ s
432 \ I / 10' PUBLIC TOWN OF ZEBULON 007_\ \ \ ✓ iTOP = 258.72
^ Q GREENWAYWITHIN
/ l �_ ADD. 20' ZONE 2 BUFFER (TYP., 30' GREENWAY \
i I o
SAN 431 /
TRAIL EASEMENT \
"X8"TEE 1-1 I
3 GV SAN
1
201
` 430
429 \ \ I I '� I I I
O A'
i
UTILITY LEGEND
359
EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE
PROPERTY LINE
CONTOUR &ELEVATION 601
UNDERGROUND
W W WATER LINE W W
UNDERGROUND
FIRE LINE
fo fo UNDERGROUND
FIBER OPTIC
-OH-OH OVERHEAD WIRE
E E UNDERGROUND
ELECTRIC SERVICE
T T UNDERGROUND
TELEPHONE
STORM
SEWER
SANITARY SEWER
MAIN S S
LIMITS OF DISTURBANCE LOD LOD
DRAINAGE FLOW ARROW
l'X UTILITY POLE/LIGHT
CLEANOUT
W��
/
206 358
I\
I 357
20' HOA STORM DRAINAGE AND]
Ii 00�
MAINTENANCE EASEMENT
363
I I I
- -10' PUBLIC TOWN OF
\ 428 �n I I
ZEBULON TRAIL WITHIN 264 INVESTMENTS, LLC
\ > I 120' A \ESS EASEMENT 1 DB 16478, PC.. 1190
H2O
TAX PIN.• 2706819852
co
<\ \ \ \ ZONING.- R— I3—SUD 1
FES -600 RIPRAP \
AG
MIN. 5'(L) X 10'(W) X 6" (T)SAN d)
\\ \\
203 �2 \ \ NEW 30' COR PUBLIC SAN.
\ \
I
J' O SEWER EASEMENT 1 I 1
\ FES -300 RIPRAP
SAN i®� MIN. F (L) X 10'(W) X 6" (T) \ \ 1
235 \ a I \ 1
PROP. FH & GVO
ASSEMBLY,
10' EMERGENCY SPILLWAY
`f' I
^� CLASS II RIPRAP \ 1 1
1 00�
SAN \ I 1 1
1
MATCHLINE: SEE SHEETS C-5.4 1
x 1
MATCHLINE: SEE SHEETS C-5.5
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057UP0 -PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:45 PM LAST SAVED BY: OKAIJA
SANITARY LABEL SAN
OF RALEIGH UTILITY
fir
UTILITY LEGEND
359
EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE
PROPERTY LINE
CONTOUR &ELEVATION 601
UNDERGROUND
W W WATER LINE W W
UNDERGROUND
FIRE LINE
fo fo UNDERGROUND
FIBER OPTIC
-OH-OH OVERHEAD WIRE
E E UNDERGROUND
ELECTRIC SERVICE
T T UNDERGROUND
TELEPHONE
STORM
SEWER
SANITARY SEWER
MAIN S S
LIMITS OF DISTURBANCE LOD LOD
DRAINAGE FLOW ARROW
l'X UTILITY POLE/LIGHT
CLEANOUT
W��
/
206 358
I\
I 357
20' HOA STORM DRAINAGE AND]
Ii 00�
MAINTENANCE EASEMENT
363
I I I
- -10' PUBLIC TOWN OF
\ 428 �n I I
ZEBULON TRAIL WITHIN 264 INVESTMENTS, LLC
\ > I 120' A \ESS EASEMENT 1 DB 16478, PC.. 1190
H2O
TAX PIN.• 2706819852
co
<\ \ \ \ ZONING.- R— I3—SUD 1
FES -600 RIPRAP \
AG
MIN. 5'(L) X 10'(W) X 6" (T)SAN d)
\\ \\
203 �2 \ \ NEW 30' COR PUBLIC SAN.
\ \
I
J' O SEWER EASEMENT 1 I 1
\ FES -300 RIPRAP
SAN i®� MIN. F (L) X 10'(W) X 6" (T) \ \ 1
235 \ a I \ 1
PROP. FH & GVO
ASSEMBLY,
10' EMERGENCY SPILLWAY
`f' I
^� CLASS II RIPRAP \ 1 1
1 00�
SAN \ I 1 1
1
MATCHLINE: SEE SHEETS C-5.4 1
x 1
MATCHLINE: SEE SHEETS C-5.5
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057UP0 -PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:45 PM LAST SAVED BY: OKAIJA
SANITARY LABEL SAN
OF RALEIGH UTILITY
�
OSANITARY
MANHOLE
�
STORM MANHOLE
STORM CURB
INLET
❑❑
STORM INLET
r�
®
WATER VALVE
►�
WATER METERCITY
XXX
1. ALL MATERIALS &CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH DESIGN
STANDARDS, DETAILS &SPECIFICATIONS (REFERENCE: CORPUD HANDBOOK, CURRENT EDITION).
2. UTILITY SEPARATION REQUIREMENTS:
A. A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER &ANY PRIVATE OR PUBLIC
WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING
WATER. IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS SANITARY SEWER
PIPE SHALL BE SPECIFIED &INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM
SEPARATION SHALL NOT BE LESS THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL.
B. WHEN INSTALLING WATER WOR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES
SHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, THE
VARIATION ALLOWED IS THE WATER MAIN IN A SEPARATE TRENCH WITH THE ELEVATION OF THE
WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER &MUST BE APPROVED BY THE PUBLIC
UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE
DIAMETER.
C. WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER PASSES
OVER A WATERMAIN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED 10' ON EACH SIDE OF
CROSSING MUST BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS.
D. 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER &STORM
SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER.
E. MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAIN &RCP STORM DRAIN CROSSINGS;
MAINTAIN 24" MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER &RCP STORM DRAIN CROSSINGS.
WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A CONCRETE
CRADLE HAVING 6" MIN. CLEARANCE (PER CORPUD DETAILS W-41 & S-49).
F. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER &SEWER FACILITIES WITH 18" MIN.
VERTICAL SEPARATION REQUIRED.
3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW &APPROVAL OF AN AMENDED PLAN WOR
PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER &SEWER SERVICE TO EXISTING RESIDENCES &
BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS
SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES
DEPARTMENT.
5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS &SEWER FORCEMAINS. 4.0' MINIMUM COVER IS
REQUIRED ON ALL REUSE MAINS.
6. IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER &SEWER SERVICES
NOT BEING USED IN REDEVELOPMENT OF A SITE UNLESS OTHERWISE DIRECTED BY THE CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT. THIS INCLUDES ABANDONING TAP AT MAIN &REMOVAL OF SERVICE
FROM ROW OR EASEMENT PER CORPUD HANDBOOK PROCEDURE.
7. INSTALL 2" COPPER WATER SERVICES WITH METER LOCATED AT ROW OR WITHIN A 21X2' WATERLINE
EASEMENT IMMEDIATELY ADJACENT. NOTE: IT IS THE APPLICANTS RESPONSIBILITY TO PROPERLY SIZE
THE WATER SERVICES FOR EACH CONNECTION TO PROVIDE ADEQUATE FLOW &PRESSURE.
8. INSTALL 6" PVC SEWER SERVICES @ 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR
EASEMENT LINE &SPACED EVERY 75 LINEAR FEET MAXIMUM.
9. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI; BACKWATER
VALVES ARE REQUIRED ON ALL SANITARY SEWER SERVICES HAVING BUILDING DRAINS LOWER THAN 1.0'
ABOVE THE NEXT UPSTREAM MANHOLE.
10. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE
WOR FEMA FOR ANY RIPARIAN BUFFER, WETLAND WOR FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO
CONSTRUCTION.
11. NCDOT /RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING
MAIN EXTENSIONS &SERVICE TAPS) WITHIN STATE OR RAILROAD ROW PRIOR TO CONSTRUCTION.
12. GREASE INTERCEPTOR /OIL WATER SEPARATOR SIZING CALCULATIONS &INSTALLATIONS
SPECIFICATIONS SHALL BE APPROVED BY THE CORPUD FOG PROGRAM COORDINATOR PRIOR TO
ISSUANCE OF A BUILDING PERMIT. CONTACT TIME BEASLEY AT [phone] OR
[e-mail] FOR MORE INFORMATION.
13. CROSS -CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH
HAZARD INVOLVED AS LISTED IN APPENDIX -13 OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN
NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE DEVICES SHALL MEET
AMERICAN SOCIETY OF SANITARY ENGINEERING (ABBE) STANDARDS OR BE ON THE UNIVERSITY OF
SOUTHERN CALIFORNIA APPROVAL LIST. THE DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL
AND PERIODIC TESTING THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS OR THE LOCAL CROSS -CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE
STRINGENT. CONTACT JOANIE HARTLEY AT [phone] OR JOAN
[e-mail] FOR
MORE INFORMATION.
Water Distribution I Extension System
The City of Raleigh consents to the connection and extension of the
City's public water system as shown on this plan. The material and
construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Depart
ment Permit #
Authorization to Construct
Sewer Collection I Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Depart
ment Permit #
Authorization to Construct
ATTENTION CONTRACTORS:
THE CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR
THE
EXTENSION OF WATER, SEWER, AND/OR REUSE, AS
4PPROVED IN THESE PLANS, IS RESPONSIBLE FOR
CONTACTING AT LEAST TWENTY FOUR HOURS PRIOR TO
3EGINNING ANY OF THEIR CONSTRUCTION.
=AILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM
SLUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY
OTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL
RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE
JVORK IN THE CITY OF RALEIGH
60 30 15 0 60
1 "= 60'
g �U z o
�: w a E
T� U� 11
F Q LL p F o
W Wo � vi
I�1 J a
=rQOQ �w
(� Ci ® U a F /q D 0 0
ty"1 � � ♦ ... ♦ a
,q a
Z Q w¢
F� �00 U®
a
�< 2FD
� OLu III Q=Z o�
��4H 2 x x
QOOwJQ J�
In lA Z C) 3: W N z
w
Awa W w
W ���" � o oww
W ��� w a a a= om
��� w Q a w w w A-2 W
® Z m
Q w
wOmx=Oto
Z ,� ®W 0=!Z w o w a'
24 4,
u)a13- _J U) co
LU 60.
X �o
W � w
}
zzZ
� Z J� Y Y Z o '�
LL' (7 � �p�
'�i ¢ W O } p } L-1
0
�Cn Z)
REV DATE COMMENT BY
1 1-22-19 PER TOWN COMMENTS SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" =8W
CAD I. D.:
UPO
PROJECT: AUTUMN
LAKES
PHASE Ill
HOMES
LOCATION OF SIT
E
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
01 0 TD -1 0 TOT L ]E TD-) _111
IE1Y4GIIlYEIEKIIlYG No, F
ILILQ:
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
rSHEET TITLE:
UTILITY ]PLAN
AIRIN.E
SHEET NUMBER:
A CC -5A
zmzzzREVISIONS
REV DATE COMMENT BY
1 1-22-19 PER TOWN COMMENTS SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" =8W
CAD I. D.:
UPO
PROJECT: AUTUMN
LAKES
PHASE Ill
HOMES
LOCATION OF SIT
E
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
01 0 TD -1 0 TOT L ]E TD-) _111
IE1Y4GIIlYEIEKIIlYG No, F
ILILQ:
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
rSHEET TITLE:
UTILITY ]PLAN
AIRIN.E
SHEET NUMBER:
A CC -5A

a
6 > 1
MATCHLINE: SEE SHEETS C-5.4 1
-v.
■��� jr������ �� \A����tit■. ��� �� � 111111■������*�� �\ �� ������������������������ ����������������������������������������
_ x 1
MATCHLINE: SEE SHEETS C-5.5 1
I4METALFES-301I x \ I I 1
I 1 " RIPRAP°O
EX. \
I INV = 285.95 MIN. 24'(L) X 37' (W) X 15" (T) / AN l
_ 1
1 I EX. 4" METAL . . . ' . 28,106 SF FLAGGED '®' 37 ) \ \ I 1
1 I INV = 283.57
4' MIN
1 . HIGH VINYL COATEDATCHEDJ I / NEW 30' COR PUBLIC SAN.
1 i CHAIN LINK SAFETY FENCE / 1 I
� SEWER EASEMENT
11 I -- -►- -I- o x x x� I ___1)
\ 1 \ 20' PUBLIC TOWN OF I r„
sl I 1
'06 \ - ZEBULON DRAINAGE
&ACCESS EASEMENT SA /
\ I 28
334 / ym�
v \ \
335 a V CONCRETE
SAN \ R/RAH/MONUM N 1
1 \ �O� . . _ _ . . - / �� \ PROP. FH & GV / 239 \ \ 1
1 . . ASSEMBLY
DEPRESSED CURB (TYP.) gPN \ 1
I� 1 \ O (REFER TO SHEET D-1.0
DETAIL #26)
1 \ \ 336 NEW 30' �OR PUBLIC SAN.
� 1 1
IIP WL LOD 332 SEWErEASEMEN \
1 _ WL SL WL
z 40
1 "' \ I I I I 1
1 345 ` 0
337 ;0
_ o
I I \ \ 1
�(344) �
SAN I I 1 \ I
12" X 8 338 O
TEE / 241 330
�®� Z
8 GV
1- "GV
CL n - & GV_ II � ►/ / /
I 1
`O ASSEMBLY
A (TYP.) I1 \ I 1
1
2 2 329
1 342 339 's� I I I 1
i V
i 1
PSA 243 /INE 30' CO PUBLICTAN.16 /
328 I \ 1
PR 8" DIP WL
3 \ O�� ;
1 340 / I \ \ 06 1
1 SAN i ,\ I 1
246 S\ SPS /� 327
317 8, JV.
� 1
i � 1
PROP. FH & GV
\ ASSEMBLY 5 1
1 S TYP.) 325 1
1 \�\ 319 5�/ 8"X8"7E
�Do 3-8"GV O° 1
` 1
i
320 \ JG O 1
\ 1
PROP. 8" DIP WL
SAN
1 2
1 �, o°�
1
^/ J* 1
/ 1
1'V785j22 ' o° °� �P0\
TEMP. 8"
rn ' rn BLOW -OFF & GV 6519 ONCRETE
M ASSEMBLY RIW MONUMENT \G Q 1
rn rn
Cn
Cnn 1 U 1
C) 1 n D_R 19919 PG 2759 1
cn 1 C!, 7AXPINV 27057292.76 1
w n ZONING, � D SU 1
oft -ft
1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 0 1
1 1
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057UP0 - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:46 PM LAST SAVED BY: OKAIJA
UTILITY TY ]L,EGEND
EXISTING NOTE
TYPICAL NOTE TEXT
PROPOSED NOTE
CLEANOUT
PROPERTY LINE
OSANITARY
MANHOLE
CONTOUR & ELEVATION
601
W W
UNDERGROUND
W W
WATER LINE
STORM INLET
r�
UNDERGROUND
WATER VALVE
►�
FIRE LINE
WATER METER
FO
UNDERGROUND
SANITARY LABEL
FIBER OPTIC
-OH-OH
OVERHEAD WIRE
E E
UNDERGROUND
ELECTRIC SERVICE
j T
UNDERGROUND
TELEPHONE
STORM
SEWER
SANITARY SEWER
MAIN
S S
LIMITS OF DISTURBANCE
LOD LOD
DRAINAGE FLOW ARROW
l X
UTILITY POLE/LIGHT
CLEANOUT
OSANITARY
MANHOLE
STORM MANHOLE
<�
STORM CURB
INLET;
❑❑
STORM INLET
r�
®
WATER VALVE
►�
WATER METER
SANITARY LABEL
SAN
XXX
CCITT OF RALEIGH STANDARD UTILITY NOTES.
1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH DESIGN
STANDARDS, DETAILS & SPECIFICATIONS (REFERENCE: CORPUD HANDBOOK, CURRENT EDITION).
2. UTILITY SEPARATION REQUIREMENTS:
A. A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY PRIVATE OR PUBLIC
WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING
WATER. IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS SANITARY SEWER
PIPE SHALL BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM
SEPARATION SHALL NOT BE LESS THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL.
B. WHEN INSTALLING WATER WOR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES
SHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, THE
VARIATION ALLOWED IS THE WATER MAIN IN A SEPARATE TRENCH WITH THE ELEVATION OF THE
WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER & MUST BE APPROVED BY THE PUBLIC
UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE
DIAMETER.
C. WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER
PASSES OVER A WATERMAIN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED 10' ON EACH SIDE
OF CROSSING MUST BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS.
D. 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER & STORM
SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER.
E. MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAIN & RCP STORM DRAIN CROSSINGS;
MAINTAIN 24" MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER & RCP STORM DRAIN
CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A
CONCRETE CRADLE HAVING 6" MIN. CLEARANCE (PER CORPUD DETAILS W-41 & S-49).
F. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18" MIN.
VERTICAL SEPARATION REQUIRED.
3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN WOR
PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING RESIDENCES &
BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS
SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES
DEPARTMENT.
5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMAINS. 4.0'M IN I MUM COVER IS
REQUIRED ON ALL REUSE MAINS.
6. IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER & SEWER SERVICES
NOT BEING USED IN REDEVELOPMENT OF A SITE UNLESS OTHERWISE DIRECTED BY THE CITY OF
RALEIGH PUBLIC UTILITIES DEPARTMENT. THIS INCLUDES ABANDONING TAP AT MAIN & REMOVAL OF
SERVICE FROM ROW OR EASEMENT PER CORPUD HANDBOOK PROCEDURE.
7. INSTALL 2" COPPER WATER SERVICES WITH METER LOCATED AT ROW OR WITHIN A 21X2' WATERLINE
EASEMENT IMMEDIATELY ADJACENT. NOTE: IT IS THE APPLICANTS RESPONSIBILITY TO PROPERLY SIZE
THE WATER SERVICES FOR EACH CONNECTION TO PROVIDE ADEQUATE FLOW & PRESSURE.
8. INSTALL 6" PVC SEWER SERVICES @ 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR
EASEMENT LINE & SPACED EVERY 75 LINEAR FEET MAXIMUM.
9. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI; BACKWATER
VALVES ARE REQUIRED ON ALL SANITARY SEWER SERVICES HAVING BUILDING DRAINS LOWER THAN 1.0'
ABOVE THE NEXT UPSTREAM MANHOLE.
10. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE
WOR FEMA FOR ANY RIPARIAN BUFFER, WETLAND WOR FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO
CONSTRUCTION.
11. NCDOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING
MAIN EXTENSIONS & SERVICE TAPS) WITHIN STATE OR RAILROAD ROW PRIOR TO CONSTRUCTION.
12. GREASE INTERCEPTOR / OIL WATER SEPARATOR SIZING CALCULATIONS & INSTALLATIONS
SPECIFICATIONS SHALL BE APPROVED BY THE CORPUD FOG PROGRAM COORDINATOR PRIOR TO
ISSUANCE OF A BUILDING PERMIT. CONTACT TIME BEASLEY AT [phone] OR
[e-mail] FOR MORE INFORMATION.
13. CROSS -CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH
HAZARD INVOLVED AS LISTED IN APPENDIX -B OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN
NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE DEVICES SHALL MEET
AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR BE ON THE UNIVERSITY OF
SOUTHERN CALIFORNIA APPROVAL LIST. THE DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL
AND PERIODIC TESTING THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS OR THE LOCAL CROSS -CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE
STRINGENT. CONTACT JOANIE HARTLEY AT [phone] OR JOAN [e-mail] FOR
MORE INFORMATION.
Water Distribution / Extension Svstem
City of Raleigh consents to the connection and extension of the
s public water system as shown on this plan. The material and
truction methods used for this project shall conform to the
lards and specifications of the City's Public Utilities Handbook.
/ of Raleigh
blic Utilities Department Permit #
:horization to Construct
Sewer Collection / Extension Svstem
City of Raleigh consents to the connection and extension of the
s public sewer system as shown on this plan. The material and
truction methods used for this project shall conform to the
lards and specifications of the City's Public Utilities Handbook.
i of Raleigh
blic Utilities Department Permit #
:horization to Construct
THE CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR
THE EXTENSION OF WATER, SEWER, AND/OR REUSE, AS
APPROVED IN THESE PLANS, IS RESPONSIBLE FOR
-ONTACTING AT LEAST TWENTY FOUR HOURS PRIOR TO
3EGINNING ANY OF THEIR CONSTRUCTION.
=AILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM
'LUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY
DTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL
RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE
N
0)
60 30 15 0 60
1 "= 60'
IT, 1
z o 0
Ldo E
F o
<Q2a K
Q J < 0 J
p4 U®=rQOQ �w
UaFUJO o0
44 ♦... ♦
w WF 0 �o
z a
z a w�
Q o
W z > o aw
W z z> z F-
0
O W W Q= z oti
J 0 z J <
Q O O w a Q of z
l000ll W�� m nz() X� o w
owu ...... m�=
z� <z
�W Ww
W �3P4 � o gww
W � uWz w a EL o m
® z = = w W m
h z a c� Q
W
U) =
'~ =LJj>w0 moo
0 00 = = m
P4 j J F= j O � a
Z W® W o IL w o w
(n d d J (n X � O
W w oz
ua z r p 1 0 0
��
W �0 >Zww <'0
OZ z z
r z J 2 Y Y z oLL
W, OZ XO
W
Q O O} } 2
`Z 0
WU) X
�� Z) z m z z z
IF
REVISIONS
REV DATE COMMENT BY
1 1-22-19 PER TOWN COMMENTS SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" =8W
CAD I. D.: UPO
PROJECT: AUTUMN
LAKES
PHASE III
FOR
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
BOH LER
ENGINEERING NC, PLLC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
UTILITY PLAN
MRSA D
SHEET NUMBER:
C-53

H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057UPO - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:46 PM LAST SAVED BY: OKAIJA

STM
` 234J J 232 STM I— J 154 \ J SAN STM L_
M \ M M
' TURNING LAKE DRIVE
,\ i
162
i STM 15M . J
i i 376 160 388
\I SAN .I - - \ L `\
_ I , SAN t — — 231 —
T1i ; —\ 233 312
378
. w
LLI
ZCL C
SAN
208 -) I J \`WO)`\` I \
211 ��\ 1 `\
• \�` I .`I �1D - 185 � � �`� ' \ � I I
®
-� - 190 m �`i\ �� i `� STM i I
STM _ �� \ i 182
HIGH POINT ELEV = 315.59
HIGH POINT STA = 11+00.82
PVI STA =11+28.85
PVI ELEV = 316.01
A.D. = 4.98%
K = 20.09 LOW POINT ELEV = 304.82
100.00' VC LOW POINT STA = 14+48.21
J
STM
\
` 142 _J \
SAN —r
2g0 228 N o0 1 227
11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50
TURNING LAKE DRIVE PROFILE
LOCAL RESIDENTIAL
26'13-13 IN 50' R.O.W.
SPEED LIMIT 25 MPH - DESIGN SPEED 30 MPH
SCALE: 1"= 50' HORIZONTAL
1 "= 5 ' VERTICAL
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057PRO - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:47 PM LAST SAVED BY: OKAIJA
320
310
300
290
280
m
i
I
50 25 12.5 0 50
1 "= 50'
NOTES:
1. ALL PIPE TRENCHES & BEDDING SHALL CONFORM TO TOWN OF
ZEBULON AND CITY OF RALEIGH STANDARDS. WHEN PIPES OR
STRUCTURES ARE INSTALLED ABOVE IN-SITU SOIL, ENGINEERED
FILL OR OTHER TOWN APPROVED MATERIAL SHALL BE USED IN
TRENCH AS REQUIRED BY TOWN OF ZEBULON OR CITY OF
RALEIGH.
2. WATER LINES ARE SHOWN GRAPHICALLY. IT IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE
WATER LINES PER TOWN OF ZEBULON STANDARDS, USING PIPE
DEFLECTIONS AND BENDS, AS REQUIRED, TO AVOID CONFLICT
WITH SERVICE LATERALS AND OTHER UTILITIES, AND MEET TOWN
OF ZEBULON SEPARATION REQUIREMENTS.
3. WATER LINE APPURTENANCES ARE SHOWN GRAPHICALLY. IT IS
THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD
LOCATE APPURTENANCES TO AVOID CONFLICT WITH CURB AND
GUTTER AND OTHER UTILITIES.
Public
Water Distribution / Extension System
The City of Raleigh consents to the connection and extension of the
City's public water system as shown on this plan. The material and
;onstruction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
;onstruction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
ATTENTION CONTRACTORS:
THE CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR
THE EXTENSION OF WATER, SEWER, AND/OR REUSE, AS
APPROVED IN THESE PLANS, IS RESPONSIBLE FOR
CONTACTING AT LEAST TWENTY FOUR HOURS PRIOR TO
BEGINNING ANY OF THEIR CONSTRUCTION.
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM
PLUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY
OTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL
RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE
WORK IN THE CITY OF RALEIGH
g �U z o
~ ,FW
`' ���pp W <
U o x
F J F
a
i~ a. Z 0_ I_ a
U®
[TJ -Z
¢ t o
® _<iZ Q U w�
C)� oQ�( Z go
�
ui Z Z > Z of 'LL
W mWWJ o
500w
� WSWm ¢ gNz
u�zU�a� W
OWU w
♦����♦ g z
U a a> WZ a ow
a4
w W ¢
(� r� Z = = J m
1=j �.d H wCL (5�¢� Iwo
I-aU)0 1-o
O r w O w
W
U =w
0 w i w
f] W O O o
Wo > w w W w z¢ z g Z N�
Z Y Y Z o
U awo>
�� U)3:U)3W
Z) z m z z z
W�n
REVISIONS
REV DATE COMMENT BY
1 1-22-19 PER TOWN COMMENTS SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1"-�`il�;
CAD I. D.: PRO
PROJECT: AUTUMN
LAKES S
PHASE III
FOR
LEil
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
01 0 JTD-) 000�L�
ENGINEERING N0, IPILILC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
TMJ'RNI G LAKE
DIXDI\.IVE PLATT
AND PROFILE

300
290
8
280
270
260
DATUM ELE%
255.00
STM
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
HIGH POINT ELEV = 2
4.88
Y
137
HIGH POINT STA = 23+
M.69
SAN 225 S M
T MIN. COVER
PVI STA = 24+30.6
--
z w
1 6
SAN
`NATER
PVI ELEV 282.61
A.D. =1.14%
J
v
H
224
STM
K =175.84
0Li
LOW POINT ELEV 27 =
.87
135
200.00' VC
w
OW POINT STA = 27+1
.35
PVI STA = 26+78.69
S M
w
N
PVI ELEV = 274.19
1
z
A.D. = 4.65%
w
Q,
o
_
u' u'
K = 32.27
J J
COVER
2' MIN
STM
M
EXISTING GRADE
J
z w
STORM
133
Nw
STM
Z
� C5 HIGH POINT
ELEV = 276.46
24" RCp
SAN
m SAN
132 PROPOSED
ROAD
N HIGH POINT
STA = 28+83.91
223
°O 222
O
o
N
w
v N PVI
STA = 29+12.30
STM
+
�'
w
N ; PV
ELEV = 277.11
90' - 8" PVC @ 0.51%
z
>
z _
24.
131
SAN SAN
N
N
C
�F
D. = 4.02%
N
221
cwJ
z
_
37-28
--w
"'
150.00'VC
--
-- ---
STM
124
OU
11
\
1 92
j
— _
24 "RCP _
SAN
STM
123
N
co
T MIN. COVER
N
—
_ fi5.' - — —
p
8„ VC @ 23 0
9j
220
m
LLI WATER
8" PVC
N
S M
>
M
@ 1.46%
1 2 STM
STM #STM
STM
D'
STM c)
co
CD M
24 „RCP
\ 121
113
104
165 N
N
SAN
8" DIP WATERMAIN
N
\ SAN
\
STM
STM >
204
0
cwi
STM
-3.4p j \ 217
112
ST06
164
w
w
167
�93
"PSC@ 1.87%
2q„RCP
\
S
z
1 5
STM
2E
\
166
8” DIP WATERMAIN
8860
36%
24"
0
125
RCP
. — — _
SAN
— — — —
--- —�
203
77.29'
\\
��—
2770
\\\
8"PVC@2160
ZO,RCP 30„RCP
3o„ �\
��
�w
RCp
5” RCP
N
3p„RCP
—
0
18” RCP
O
-30" MAX FREE
DROP24"MIN
30" RCP
18" MIN.
0.75°
SEE SHEET
C-6.3 FOR CONTINUATION
z
ZN
SEE SHEET
C-6.2 FOR CONTINUATION
282.21' - 8" DIP
1.00%
�z
�zN
z
CO -
v> -
Cl) c -(n
-
z
z U) =
z (n
s
-
00 (O
2 vU')
M N M
J
F
6
00 V
2 v�
N
J
a0
C
W N
2 vCO
J
�
00 0
2 v0
0
M
J
60
)
2
W O
vLO
cliL6
J
F+_
L6
E0 M
2' v0
J
60
Li
00 c0 r
2 0
J
a0
lf
00 G0 M
2
�
cz?
L6,
J
a0
2_
�N
0NH
V
-CC
u7' N N
t--
NF
L)
O'N
N
OC"
N
N CO ID 04
o
SEE SHEET C-6.8 FOR
CONTINUATION
oO_
00
CD
m W
M
M
CON
f\I
a0
N
N
0
NFM
S
0cD
N0vN
0
(O N N
a
O
ZO
LrO_'W
u7
CLN
CZO
r
CL
O
O
O
CL Z O
ZOCNI
O
+
('
O
> >
+
�> >
+
M
> >
+
> >
V)10
O �> >
�
+
+
0
> > >
+> >
N
cli
C14
CL Er
C14
N
ON
N
5-
5-
O
M
C!
1�
Cl!
CO
O
N Cp
Ln
cO COO
O
M
M ^
0
cO OJ
N
O
I�
M O
I�
Ln
O
O
(`•) `�
V
N CO
0
I� l(�
001—
O OJ
V
I— C�
�
N
O
M l()
Cl!
r OJ
c0
Un
CO
c0 O
0
0
O
O I")
V
O L()
_
O COO
O
°0
W
O L()
O '�
N C�
r OJ
_
Ln
(•') Cp
V
N
0 O
0
Ln
M
W O
CD
no C\I
O
O ap
N
O O
CD
O
O
N
00M
M 00O
O
rn RlM
00
00
00
00
00
00
00
00
00 Rl
00
00
00
a0 Rl
a0
00
r
r
�
r
r ^r
r
r
^r
COr
COr
m
r
r
ti ^r
r
r
04
ti
r
N 1
N n 1
N 1
N 1
N n 1
N C\ I
N C�
N N
N C�
N
N 1
N N
N
N N
N C�
N N
N n 1
N C�
N C�
N C�
N N
N
N C�
N C�
N C�
N C�
N
N n 1
N C�
N C V
N C� 1
N n 1
N C�
20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50
TURNING LAKE DRIVE PROFILE e CONTINUED
LOCAL RESIDENTIAL
2613-13 IN 50' R.O.W.
SPEED LIMIT 25 MPH - DESIGN SPEED 30 MPH
SCALE: 1"= 50 ' HORIZONTAL
V= 5 ' VERTICAL
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057PRO - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:47 PM LAST SAVED BY: OKAIJA
300
290
280
270
260
I
NOTES-
ill
!J
50 25 12.5 0 50
1 "= 50'
1. ALL PIPE TRENCHES &BEDDING SHALL CONFORM TO TOWN OF
ZEBULON AND CITY OF RALEIGH STANDARDS. WHEN PIPES OR
STRUCTURES ARE INSTALLED ABOVE IN-SITU SOIL, ENGINEERED
FILL OR OTHER TOWN APPROVED MATERIAL SHALL BE USED IN
TRENCH AS REQUIRED BY TOWN OF ZEBULON OR CITY OF
RALEIGH.
2. WATER LINES ARE SHOWN GRAPHICALLY. IT IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE
WATER LINES PER TOWN OF ZEBULON STANDARDS, USING PIPE
DEFLECTIONS AND BENDS, AS REQUIRED, TO AVOID CONFLICT
WITH SERVICE LATERALS AND OTHER UTILITIES, AND MEET TOWN
OF ZEBULON SEPARATION REQUIREMENTS.
3. WATER LINE APPURTENANCES ARE SHOWN GRAPHICALLY. IT IS
THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD
LOCATE APPURTENANCES TO AVOID CONFLICT WITH CURB AND
GUTTER AND OTHER UTILITIES.
Water Distribution / Extension Svstem
City of Raleigh consents to the connection and extension of the
I public water system as shown on this plan. The material and
truction methods used for this project shall conform to the
lards and specifications of the City's Public Utilities Handbook.
of Raleigh
lic Utilities Department Permit #
to Construct
Sewer Collection / Extension Svstem
City of Raleigh consents to the connection and extension of the
I public sewer system as shown on this plan. The material and
truction methods used for this project shall conform to the
lards and specifications of the City's Public Utilities Handbook.
of Raleigh
lic Utilities Department Permit #
to Construct
FHE CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR
FHE EXTENSION OF WATER, SEWER, AND/OR REUSE, AS
4PPROVED IN THESE PLANS, IS RESPONSIBLE FOR
,ONTACTING AT LEAST TWENTY FOUR HOURS PRIOR TO
3EGINNING ANY OF THEIR CONSTRUCTION.
=AILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM
'LUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY
DTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL
RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE
g �U z o
~ „�p LL1� ox
U W FTIM
J F
z ¢
=�¢o¢ �w
U2 0 ¢ F (n og
o ts[TJ za
�0 ¢a w -I
00 � Q � (W9Z go
� Wz z �
uizz -z 'LL
W z J O <o
2.
lL-0 �iS9w, ~¢mJ OnOzclw ¢ gNz
CS�WIU ♦����♦ g�z
u w z w w
O
W ¢ aa==m
Q a w W w
W aw
z== J
t^1 U :� P 0: _J I w o
�U �
���X co
0
® W O x� �
W O w a
waaJcnW �o
U zW
W o�
W
w iw
f] W O O o f
o w w
W W w z¢ z g z �g
Z� 2, Y Y z
H w 0 O O a
CC
fi)3:U)
a_wF wwwo
7 Z 000 Z Z Z z
�4 r)
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" __M
CAD I. D.: PRO
PROJECT: AUTUMN
LAKES
PHASE III
FOS
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
-1 0 7-7 L ]E TDI
LJ)
ENGINEERING N0, IPILILC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
TMJ'RNI G LAKE
DIXDI\.IVE PLATT
AND PROFILE
SHEET NUMBER:
C-61

29
310
300
290
280
270
260
DATUM ELE\�
255.00
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057PRO - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:47 PM LAST SAVED BY: OKAIJA
HIGH POINT STA =11+02.35
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
LITTLE PATCH STREET PROFILE
LOCAL RESIDENTIAL
26' B -B IN 50' R.O.W.
SPEED LIMIT 25 MPH - DESIGN SPEED 30 MPH
SCALE: 1 "= 50 ' HORIZONTAL
1"= 5 ' VERTICAL
14+50 15+00 15+50 16+00 16+50
310
300
290
280
270
260
Offill
ON
a
I
9
50 25 12.5 0 50
1 "= 50'
1. ALL PIPE TRENCHES & BEDDING SHALL CONFORM TO TOWN OF
ZEBULON AND CITY OF RALEIGH STANDARDS. WHEN PIPES OR
STRUCTURES ARE INSTALLED ABOVE IN-SITU SOIL, ENGINEERED
FILL OR OTHER TOWN APPROVED MATERIAL SHALL BE USED IN
TRENCH AS REQUIRED BY TOWN OF ZEBULON OR CITY OF
RALEIGH.
2. WATER LINES ARE SHOWN GRAPHICALLY. IT IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE
WATER LINES PER TOWN OF ZEBULON STANDARDS, USING PIPE
DEFLECTIONS AND BENDS, AS REQUIRED, TO AVOID CONFLICT
WITH SERVICE LATERALS AND OTHER UTILITIES, AND MEET TOWN
OF ZEBULON SEPARATION REQUIREMENTS.
3. WATER LINE APPURTENANCES ARE SHOWN GRAPHICALLY. IT IS
THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD
LOCATE APPURTENANCES TO AVOID CONFLICT WITH CURB AND
GUTTER AND OTHER UTILITIES.
PUNC
Water Distribution / Extension Svstem
City of Raleigh consents to the connection and extension of the
s public water system as shown on this plan. The material and
truction methods used for this project shall conform to the
lards and specifications of the City's Public Utilities Handbook.
of Raleigh
lie Utilities Department Permit #
to Construct
PUNC
Sewer Collection / Extension System
City of Raleigh consents to the connection and extension of the
> public sewer system as shown on this plan. The material and
truction methods used for this project shall conform to the
lards and specifications of the City's Public Utilities Handbook.
of Raleigh
lie Utilities Department Permit #
to Construct
CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR
EXTENSION OF WATER, SEWER, AND/OR REUSE, AS
ROVED IN THESE PLANS, IS RESPONSIBLE FOR
TACTING AT LEAST TWENTY FOUR HOURS PRIOR TO
INNING ANY OF THEIR CONSTRUCTION.
ILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM
UG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY
HER VIOLATION OF CITY OF RALEIGH STANDARDS WILL
SULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE
PVI 51 _ 11+33AU
g
~
�U
z o
L ox
,F`
U W
F J F
PVI ELEV = 300.1
a
t
Q =0)J
=FQOQ
3w
U®
U Q F(f) 0
� g
Its
A.D. = 6.76%
a
�0
a¢
w
W Z
as
W
K = 22.17
'z-
a C
F
J Ur
20 W. W. ' =
o�
lL-0
J-0 t z W-
QOO W QQa
m
g=am
LU
W
W Z
w
150.00' VC
w
Ca-SWIU
z �� ~�p
♦����♦
g�z
U d Z
y W
U) W
0
z W w
O H J
�z�
wa aa==m
'z.W
(�
Q W W W
Z== m
¢w
r�
U Ey
J
z a (D: q=
a� N
t w o
�`"
z
�
Z d (�
z
�&
Uf-
®W
J F 0 O=
O x r W O W
as
z
OY J Z
=w
U
W �
W
�
oz
WW
i w
f] W
O O
o f
W W
121>z W W
W Z Q Z� Z
Z :5<2 Y Y z
w
r�Z
W
Q W O>-0=
o
m
F
U) 3: V)
7 z M z z Z
z
�4 r)
�
F CD LO
+'
CID
STM
o
wa+
C5 v)
+
o
o
N
U SANCD
119
ao
co
Cl)
LU
F
iii
v
> 229
cli
W
F H F
m
m
STM
Iii
z
J co co
120
N
U
w
w
T MIN. COVER
SAN
WATER
219
2.00°l0
2' MIN COVER-
71TING
00%
— — —
��—
STORM
M
SM
GRADE
i
1 7
PROPOSED
ROAD
i
Z
z �
z
24" MIN-
eo N
Y
w
co
4�6�
fir
_q
\�
LOW
POINT ELEV = 277.1..Z
87.44' -
STM
8" PVC
116
LO
POINT STA =16+22.8
0
=
v
rn
@ 1.59%
PVI STA = 15+72.87
v
¢
+ rn
S M
STM
PVI ELEV = 279.17
to w
N
114
A.D. = 0.70%
LU
" F
K =142.04
z
cn
S N
28
100,00, VC
s
e" OIiC
8" QCp
N
414/
Iii
STM
121
N
I --
S M
N
1 3 66
Lu
U
8" DIP WATERMAIN
\
UJ
L"
�
24"RC
A
30" MAX
FREE DROP
12,785,
8.
co N_
z
� z
_
C/)�
^20
CJ
oo M
2(,6
'M C) 04
a0 M N
(OD
OO
F --N
~
d N
d "0
O
d N Z O
+
� >
+
> >
CL
ate?
a�zz
N
�
�I�
I
T
hui
r
O
moo
O
T
r\r
N O
dao
[D
T
dao
O
N
��
M O
W
moo
O O
O
��
L(7 I
��
O
�
[D O
M
NI�
O �"
O
�o
co h
hui
O
Lq
d'oo
O +�
cD
"tri
O
'^co
N O
N
�o
^ri
M O
W
O
T
h L(-
V
nl �o
I --
N
��
O
M O
O
�^
L(7
O
�1N
rn
�1N
rn
�1N
rn
�N
rn
�N
rn
�1N
rn
nJN
M
rn
�1N
rn
n1N
rn
rn
�1N
C',
rn .
n1N
rn
n1N
rn
n1N
rn
�1N
�1N
rn
�1N
rn
_r)
co
n1N
co
n1N nJN
�1N
n1N
I.
�1N
�
NN
N
NN
�N
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
LITTLE PATCH STREET PROFILE
LOCAL RESIDENTIAL
26' B -B IN 50' R.O.W.
SPEED LIMIT 25 MPH - DESIGN SPEED 30 MPH
SCALE: 1 "= 50 ' HORIZONTAL
1"= 5 ' VERTICAL
14+50 15+00 15+50 16+00 16+50
310
300
290
280
270
260
Offill
ON
a
I
9
50 25 12.5 0 50
1 "= 50'
1. ALL PIPE TRENCHES & BEDDING SHALL CONFORM TO TOWN OF
ZEBULON AND CITY OF RALEIGH STANDARDS. WHEN PIPES OR
STRUCTURES ARE INSTALLED ABOVE IN-SITU SOIL, ENGINEERED
FILL OR OTHER TOWN APPROVED MATERIAL SHALL BE USED IN
TRENCH AS REQUIRED BY TOWN OF ZEBULON OR CITY OF
RALEIGH.
2. WATER LINES ARE SHOWN GRAPHICALLY. IT IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE
WATER LINES PER TOWN OF ZEBULON STANDARDS, USING PIPE
DEFLECTIONS AND BENDS, AS REQUIRED, TO AVOID CONFLICT
WITH SERVICE LATERALS AND OTHER UTILITIES, AND MEET TOWN
OF ZEBULON SEPARATION REQUIREMENTS.
3. WATER LINE APPURTENANCES ARE SHOWN GRAPHICALLY. IT IS
THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD
LOCATE APPURTENANCES TO AVOID CONFLICT WITH CURB AND
GUTTER AND OTHER UTILITIES.
PUNC
Water Distribution / Extension Svstem
City of Raleigh consents to the connection and extension of the
s public water system as shown on this plan. The material and
truction methods used for this project shall conform to the
lards and specifications of the City's Public Utilities Handbook.
of Raleigh
lie Utilities Department Permit #
to Construct
PUNC
Sewer Collection / Extension System
City of Raleigh consents to the connection and extension of the
> public sewer system as shown on this plan. The material and
truction methods used for this project shall conform to the
lards and specifications of the City's Public Utilities Handbook.
of Raleigh
lie Utilities Department Permit #
to Construct
CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR
EXTENSION OF WATER, SEWER, AND/OR REUSE, AS
ROVED IN THESE PLANS, IS RESPONSIBLE FOR
TACTING AT LEAST TWENTY FOUR HOURS PRIOR TO
INNING ANY OF THEIR CONSTRUCTION.
ILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM
UG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY
HER VIOLATION OF CITY OF RALEIGH STANDARDS WILL
SULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE
REVISIONS
REV DATE COMMENT BY
1 1-22-19 PER TOWN COMMENTS SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" __M
CAD I. D.: PRO
PROJECT: AUTUMN
LAKES
PHASE III
FOS
LEil
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
TDI 000�L�
ENGINEERING NO, IPILILC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
LITTLE PATCH
Il"I.A\ AND
1" RO I I . E
SHEET NUMBER:
C-6,2
g
~
�U
z o
L ox
,F`
U W
F J F
�za�a
a
t
Q =0)J
=FQOQ
3w
U®
U Q F(f) 0
� g
Its
oa
a
�0
a¢
w
W Z
as
W
2 > U
W Z Z> Z
� �
'z-
a C
F
J Ur
20 W. W. ' =
o�
lL-0
J-0 t z W-
QOO W QQa
m
g=am
W
W Z
w
m Z v7 U K�
w
Ca-SWIU
z �� ~�p
♦����♦
g�z
U d Z
y W
U) W
0
z W w
("J
�z�
wa aa==m
'z.W
(�
Q W W W
Z== m
¢w
r�
U Ey
J
z a (D: q=
a� N
t w o
�`"
z
�
=om==M
�&
Uf-
®W
J F 0 O=
O x r W O W
as
=w
U
W �
W
�
oz
WW
i w
f] W
O O
o f
W W
121>z W W
W Z Q Z� Z
Z :5<2 Y Y z
w
r�Z
W
Q W O>-0=
o
F
U) 3: V)
7 z M z z Z
z
�4 r)
REVISIONS
REV DATE COMMENT BY
1 1-22-19 PER TOWN COMMENTS SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" __M
CAD I. D.: PRO
PROJECT: AUTUMN
LAKES
PHASE III
FOS
LEil
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
TDI 000�L�
ENGINEERING NO, IPILILC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
LITTLE PATCH
Il"I.A\ AND
1" RO I I . E
SHEET NUMBER:
C-6,2

3'
r
310
300
290
280
270
260
DATUM ELE
255.00
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057PRO - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:48 PM LAST SAVED BY: OKAIJA
8" DIP WA
24" MIN -
87.25' -
8" PVC
@ 4.80%
J �
DATE
IGH POINT ELEV = 30
NOTES:
g
~
1-22-19
IGH POINT STA =11+;
Z o
Ox
e0
=
PVI STA _ I 1±ZZA!
U 04
F - J F
I
PVI ELEV = 306.67
�U)
ZEBULON AND CITY OF RALEIGH STANDARDS. WHEN PIPES OR
A.D. = 7.02%
M
;o co
K = 28.49
Y
W Z
tJJ
200.00' VC
g J_
[TJ44;1_1
B
TRENCH AS REQUIRED BY TOWN OF ZEBULON OR CITY OF
CD �
Z �
A. 0
RALEIGH.
+
o
W
J Q 0
U U Z
Z
2 Z
LOW POINT ST
=17+96.48
a
W
_J
o0 0
+
+
� ty-N
t\
J o '
o M
i
SAN
o o
W
U
M
208
M
>
M
10+00
10+50
CD m,i
W + +
N N
WITH SERVICE LATERALS AND OTHER UTILITIES, AND MEET TOWN
U
VC
IQ�Jn
OF ZEBULON SEPARATION REQUIREMENTS.
3. WATER LINE APPURTENANCES ARE SHOWN GRAPHICALLY. IT IS
SAN
LU
~
LU
231
w¢ aa==m
290 THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD
Cr
=
W
M
Z
—
(f) Cf)
�
LOCATE APPURTENANCES TO AVOID CONFLICT WITH CURB AND
a� N
two
?.00% 2.00°�°
L6
L
GUTTER AND OTHER UTILITIES.
�&
uj
VJ
®W
- g
STM + o�
182
N �
w
�
8" DIP WA
24" MIN -
87.25' -
8" PVC
@ 4.80%
SEE SHEET C-6.6 FOR CONTINUATION \
v
M
Jr 7
I I 1
I I
I I
1
I I
I I
I
310
M
19
QN1
a
9
d
50 25 12.5 0 50
1 "= 50'
J �
DATE
O_
NOTES:
g
~
1-22-19
�U
F"�w<,
Z o
Ox
e0
=
U 04
F - J F
I
u
�U)
ZEBULON AND CITY OF RALEIGH STANDARDS. WHEN PIPES OR
a
M
;o co
STRUCTURES ARE INSTALLED ABOVE IN-SITU SOIL, ENGINEERED
�w
W Z
tJJ
O
O
[TJ44;1_1
B
TRENCH AS REQUIRED BY TOWN OF ZEBULON OR CITY OF
d M
a
A. 0
RALEIGH.
+
o
W
J Q 0
U U Z
Z
2 Z
LOW POINT ST
=17+96.48
a
W
(,�N I,N
PVI STA=
� ty-N
t\
O
O o O
o O
o O
o O
o
M
M
M
M I”)
M
10+00
10+50
11+00
SEE SHEET C-6.6 FOR CONTINUATION \
v
M
Jr 7
I I 1
I I
I I
1
I I
I I
I
310
M
19
QN1
a
9
d
50 25 12.5 0 50
1 "= 50'
J �
DATE
COMMENT
NOTES:
g
~
1-22-19
�U
F"�w<,
Z o
Ox
J �
U 04
F - J F
I
�U)
ZEBULON AND CITY OF RALEIGH STANDARDS. WHEN PIPES OR
a
STRUCTURES ARE INSTALLED ABOVE IN-SITU SOIL, ENGINEERED
�w
W Z
tJJ
U®
FILL OR OTHER TOWN APPROVED MATERIAL SHALL BE USED IN
[TJ44;1_1
B
TRENCH AS REQUIRED BY TOWN OF ZEBULON OR CITY OF
a
A. 0
RALEIGH.
LOW POINT ELEV
= 276.60
J Q 0
U U Z
Z
2 Z
LOW POINT ST
=17+96.48
W
2. WATER LINES ARE SHOWN GRAPHICALLY. IT IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE
PVI STA=
0 M
U)
b
PVI ELEV
278.11
lL-0
WATER LINES PER TOWN OF ZEBULON STANDARDS, USING PIPE
U rn m
00%
W
DEFLECTIONS AND BENDS, AS REQUIRED, TO AVOID CONFLICT
K = 50
06
W + +
N N
WITH SERVICE LATERALS AND OTHER UTILITIES, AND MEET TOWN
100.00,
VC
IQ�Jn
OF ZEBULON SEPARATION REQUIREMENTS.
3. WATER LINE APPURTENANCES ARE SHOWN GRAPHICALLY. IT IS
_ \
LU
~
LU
�Z'2
w¢ aa==m
290 THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD
Cr
=
W
M
Z
—
(f) Cf)
�
LOCATE APPURTENANCES TO AVOID CONFLICT WITH CURB AND
a� N
two
L6
L
GUTTER AND OTHER UTILITIES.
�&
uj
VJ
®W
- g
STM + o�
182
N �
w
�
oz
1(')
Cl) N CD
Lii
�o 06N
Vzo
O O-
>0 Q3:
o f
om
W W
U >
c=
Z m `L `l Z
w
S M w
Z O =
Q W >- >.W
o
�
W> N
N F
U) 3: U)
7 Z 0c0 Z Z Z
z
1 1
STM
r m N
VI N F
EXISTING GRADE
M
d M tJ
� GO
STM
O_
d
Z Z
180
179
SAN
O)
d
\
207
178
+
f
CL �z
+
a
z z z
+
`�
a
7
z z
\
+
�
a WK z
Lr)
m ai
T MIN. COVER
UB ck3
v O
l()
�
O O
�
N (�
�
I--
�
N)
'�
N -+(D
M
�
Lr)
N 1^
"
Lo Cp
w. �
'�
It
�
'�
�8
�")
V I�
�
�
WATER
M O
'v%
N �
�
I� O
O �
As-
i\
�1
V O
�
O O
� �
�
r --
h
�
5 �!/
Oo
^0
00
O)
00
\
O)
0R
C�sA,o
I�
Oo
7 ,
Lo
Orn
PROPOSED ROAD
C,
Oo
'd.
Oo
Orn
O\rn
Om
RCp
In
moo
CO
�rn
\
?O"
N
K0
; I\-
I�
�I—
O)
��
�
��
\
�co
I") M
I")
M
15" RCP
M I")
M
M
C-
N
(+J �'i
N "i
M
N
\
N
N N
N
N �1
N n1
N n1
N
STM
N n1
N n1
N n1
N nJ
`14
N
177
30" RCP
S M
\
1 6
�\
$02/
\
-30" MAX FREE DROP
\
-
30-RCp
Z MIN COVER
\
STORM
\
SEE SHEET C-6.6 FOR CONTINUATION \
v
M
Jr 7
I I 1
I I
I I
1
I I
I I
I
310
M
19
QN1
a
9
d
50 25 12.5 0 50
1 "= 50'
m + J
\\ v> _zwpC@4. 8„�z
U U H
in
z �
3� RCp SAN 172 ST I 0 � N v
H J � V
205 U) � ° N
STM LU
171 z0N�
8” DIP WATERMAIN
� � \ 3.02��2.00°
Z N
30„RCp
20
z �
12122, 8
V� @ 324
IIS N
I�� z
REV
DATE
COMMENT
NOTES:
g
~
1-22-19
�U
F"�w<,
Z o
Ox
300 1. ALL PIPE TRENCHES & BEDDING SHALL CONFORM TO TOWN OF
U 04
F - J F
I
ZEBULON AND CITY OF RALEIGH STANDARDS. WHEN PIPES OR
a
STRUCTURES ARE INSTALLED ABOVE IN-SITU SOIL, ENGINEERED
�w
tJJ
U®
FILL OR OTHER TOWN APPROVED MATERIAL SHALL BE USED IN
[TJ44;1_1
B
TRENCH AS REQUIRED BY TOWN OF ZEBULON OR CITY OF
a
A. 0
RALEIGH.
LOW POINT ELEV
= 276.60
2 Z
LOW POINT ST
=17+96.48
W
2. WATER LINES ARE SHOWN GRAPHICALLY. IT IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE
PVI STA=
7+46.48
U)
b
PVI ELEV
278.11
lL-0
WATER LINES PER TOWN OF ZEBULON STANDARDS, USING PIPE
A.D. = 2
00%
W
DEFLECTIONS AND BENDS, AS REQUIRED, TO AVOID CONFLICT
K = 50
06
J
O
WITH SERVICE LATERALS AND OTHER UTILITIES, AND MEET TOWN
100.00,
VC
IQ�Jn
OF ZEBULON SEPARATION REQUIREMENTS.
3. WATER LINE APPURTENANCES ARE SHOWN GRAPHICALLY. IT IS
(n w
0
zW W
�Z'2
w¢ aa==m
290 THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD
Cr
=
W
M
�aa� W
wQ www
Z== m
aw
�
LOCATE APPURTENANCES TO AVOID CONFLICT WITH CURB AND
a� N
two
L6
L, �
GUTTER AND OTHER UTILITIES.
m + J
\\ v> _zwpC@4. 8„�z
U U H
in
z �
3� RCp SAN 172 ST I 0 � N v
H J � V
205 U) � ° N
STM LU
171 z0N�
8” DIP WATERMAIN
� � \ 3.02��2.00°
Z N
30„RCp
20
z �
12122, 8
V� @ 324
IIS N
I�� z
11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00
CIDER MILL WAY PROFILE
LOCAL RESIDENTIAL
26' B -B IN 50' R.O.W.
SPEED LIMIT 25 MPH - DESIGN SPEED 30 MPH
SCALE: 1"= 50' HORIZONTAL
V= 5 ' VERTICAL
g�A
18+50
280
270
260
Public
Water Distribution / Extension System
The City of Raleigh consents to the connection and extension of the
'ity's public water system as shown on this plan. The material and
-onstruction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
'ity of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
'ity's public sewer system as shown on this plan. The material and
-onstruction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
'ity of Raleigh
Public Utilities Department Permit #
Authorization to Construct
ATTENTION CONTRACTORS:
THE CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR
THE EXTENSION OF WATER, SEWER, AND/OR REUSE, AS
APPROVED IN THESE PLANS, IS RESPONSIBLE FOR
CONTACTING AT LEAST TWENTY FOUR HOURS PRIOR TO
BEGINNING ANY OF THEIR CONSTRUCTION.
=AILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM
PLUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY
OTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL
RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE
WORK IN THE CITY OF RALEIGH
REV
DATE
COMMENT
BY
g
~
1-22-19
�U
F"�w<,
Z o
Ox
U 04
F - J F
I
ZaI¢
a
Q = J
=rQOQ
�w
tJJ
U®
[TJ44;1_1
B
<a
a
A. 0
b
w
2 Z
as
W
> U
w Z Z> Z(
�
'z'N
a C
U)
b
J Ur
2__�2=
o�
lL-0
4
4F"
U^
bo
m
gN�
W
l[7
= aD
m rn 2
J
O
=
ao W R
a0 N
o�z
Z
IQ�Jn
�C-
`1W
(n w
0
zW W
�Z'2
w¢ aa==m
Cr
=
W
M
�aa� W
wQ www
Z== m
aw
�
W N
= N O
a� N
two
L6
L, �
=om==m
�&
uj
VJ
®W
- g
1(')
N �
w
�
oz
1(')
Cl) N CD
iw
�o 06N
Vzo
O O-
>0 Q3:
o f
om
W W
N cy;co N
=i N N F
c=
Z m `L `l Z
w
r�
Z O =
Q W >- >.W
o
�
W> N
N F
U) 3: U)
7 Z 0c0 Z Z Z
z
r m N
VI N F
M
d M tJ
� GO
O_
d
Z Z
O)
d
Z Q
rn
d N Z Q
+
f
CL �z
+
a
z z z
+
`�
a
7
z z
+
�
a WK z
Lr)
m ai
O
�
UB ck3
v O
l()
�
O O
�
N (�
�
I--
�
N)
'�
N -+(D
M
�
Lr)
N 1^
"
Lo Cp
w. �
'�
It
�
'�
Lo
N
�1
�")
V I�
�
�
M i\
N
v%
M O
'v%
N �
�
I� O
O �
�
N
v
i\
�1
V O
�
O O
� �
co Cp
O
�
r --
h
�
M
00
Oo
^0
00
O)
00
o'i
Oo
O)
0R
Oo
I�
Oo
O)
Oo
Lo
Orn
CO
Oo
C,
Oo
'd.
Oo
Orn
O\rn
Om
O)
�rn
In
moo
CO
�rn
?O"t
?O"
N
K0
; I\-
I�
�I—
O)
��
�
��
�
�co
I") M
I")
M
M
M I")
M
M
C-
N
(+J �'i
N "i
M
N
M I")
N
N N
N
N �1
N n1
N n1
N
�J
N n1
N n1
N n1
N nJ
Nn1
N
11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00
CIDER MILL WAY PROFILE
LOCAL RESIDENTIAL
26' B -B IN 50' R.O.W.
SPEED LIMIT 25 MPH - DESIGN SPEED 30 MPH
SCALE: 1"= 50' HORIZONTAL
V= 5 ' VERTICAL
g�A
18+50
280
270
260
Public
Water Distribution / Extension System
The City of Raleigh consents to the connection and extension of the
'ity's public water system as shown on this plan. The material and
-onstruction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
'ity of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
'ity's public sewer system as shown on this plan. The material and
-onstruction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
'ity of Raleigh
Public Utilities Department Permit #
Authorization to Construct
ATTENTION CONTRACTORS:
THE CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR
THE EXTENSION OF WATER, SEWER, AND/OR REUSE, AS
APPROVED IN THESE PLANS, IS RESPONSIBLE FOR
CONTACTING AT LEAST TWENTY FOUR HOURS PRIOR TO
BEGINNING ANY OF THEIR CONSTRUCTION.
=AILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM
PLUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY
OTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL
RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE
WORK IN THE CITY OF RALEIGH
REVISIONS
REV
DATE
COMMENT
BY
g
~
1-22-19
�U
F"�w<,
Z o
Ox
U 04
F - J F
I
ZaI¢
a
Q = J
=rQOQ
�w
tJJ
U®
[TJ44;1_1
<a
a
A. 0
¢ ¢
w
2 Z
as
W
> U
w Z Z> Z(
�
'z'N
a C
P
J Ur
2__�2=
o�
lL-0
4
4F"
J 0 0 Z J
¢OowQQa
m
gN�
m rn 2
o�WIU
Z' —a
♦����♦
o�z
Z
IQ�Jn
�C-
`1W
(n w
0
zW W
�Z'2
w¢ aa==m
Z�CS
Z
(�
�aa� W
wQ www
Z== m
aw
r�
USE
J
ZaCDalu
a� N
two
Z�v
=om==m
�&
VJ
®W
F O
O=t= W Ow
U 0
W �
w
�
oz
�F-4CS�5
� w
iw
cf] W
O O-
>0 Q3:
o f
om
W W
o >- w w
W Z Q Z Z
c=
Z m `L `l Z
w
r�
Z O =
Q W >- >.W
o
Cn
F
U) 3: U)
7 Z 0c0 Z Z Z
z
� GO
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" __M
CAD I. D.: PRO
PROJECT: AUTUMN
LAKES
PHASE III
FOR
LEil
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
01
000TLIER,
ENGINEERING NO, IPILILC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE: 1
CIDER MILL
PLAN AND
PROFILE
SHEET NUMBER:
C-63

i
330
320
310
300
290
DATUM ELE�
285.00
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057PRO - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:48 PM LAST SAVED BY: OKAIJA
W
\ i 35
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50
FAUNA STREET PROFILE
LOCAL RESIDENTIAL
2613-B IN 50' R.O.W.
SPEED LIMIT 25 MPH - DESIGN SPEED 30 MPH
SCALE: 1"= 50' HORIZONTAL
1"= 5' VERTICAL
`k
NOTF,S"
M
I
T9
50 25 12.5 0 50
1. ALL PIPE TRENCHES & BEDDING SHALL CONFORM TO TOWN OF
330 ZEBULON AND CITY OF RALEIGH STANDARDS. WHEN PIPES OR
STRUCTURES ARE INSTALLED ABOVE IN-SITU SOIL, ENGINEERED
FILL OR OTHER TOWN APPROVED MATERIAL SHALL BE USED IN
TRENCH AS REQUIRED BY TOWN OF ZEBULON OR CITY OF
RALEIGH.
2. WATER LINES ARE SHOWN GRAPHICALLY. IT IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE
WATER LINES PER TOWN OF ZEBULON STANDARDS, USING PIPE
DEFLECTIONS AND BENDS, AS REQUIRED, TO AVOID CONFLICT
WITH SERVICE LATERALS AND OTHER UTILITIES, AND MEET TOWN
OF ZEBULON SEPARATION REQUIREMENTS.
3. WATER LINE APPURTENANCES ARE SHOWN GRAPHICALLY. IT IS
THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD
320 LOCATE APPURTENANCES TO AVOID CONFLICT WITH CURB AND
GUTTER AND OTHER UTILITIES.
310
300
290
Public
Water Distribution / Extension Svstem
City of Raleigh consents to the connection and extension of the
> public water system as shown on this plan. The material and
truction methods used for this project shall conform to the
lards and specifications of the City's Public Utilities Handbook.
,ity of Raleigh
Public Utilities Department Permit #
to Construct
Public
Sewer Collection / Extension System
City of Raleigh consents to the connection and extension of the
> public sewer system as shown on this plan. The material and
truction methods used for this project shall conform to the
lards and specifications of the City's Public Utilities Handbook.
,ity of Raleigh
Public Utilities Department Permit #
to Construct
CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR
EXTENSION OF WATER, SEWER, AND/OR REUSE, AS
ROVED IN THESE PLANS, IS RESPONSIBLE FOR
TACTING AT LEAST TWENTY FOUR HOURS PRIOR TO
INNING ANY OF THEIR CONSTRUCTION.
.URE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM
G, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY
IER VIOLATION OF CITY OF RALEIGH STANDARDS WILL
ULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE
�U z o 0
U W 2, I
;en �za�¢
a =�
=�aoa �w
U® UaFCAO �g
o is
a ¢ w
U 0 W
0-04 O Z g z
> U Z as
W uiz>z( =LL
W 2ii J (F-
Mo
ac
�F Mo=2�(=7= oN
S) (12 z -�n
Waw¢O0 W a ffiN=
mcnzOgaowu � W w
z } waw
��J U) o Www
�zYJ W a a 0_ 2 zm
z�C7 ;aa}tea 19o
4 wQ www aw
UEy zac7au~i= two
z�`" =00=0=20 E&
®W O=�w0LZLIJ
�24 a� waa�U)W
�o
U =w
W oz
W � y
w iw
f] W
zO O o f
� o m
oZ-ZZ 0 0 w w
W W W ¢ Z c=
w Z Y Y Z
w
r�z ¢Cn U)w000 W o
�F Z)zcozzz
REVISIONS
EV
DATE
COMMENT
BY
1
r1
1-22-19
PER TOWN COMMENTS
SJK
HIGH POINT
ELEV = 311.69
HIGH POINT
TA = 11+02.98
PVI STA
11+51.26
PVI ELEV
= 312.31
A.D.
5.61%
w
<
a
K =
6.72
EXISTING
GRADE
Y Z
150301
VC
—
w
J Z Z
\
z `U ~
PROPOSED ROAD
— '
\ \
Lu
z
M
O
o o
\
\
¢
J Q
U~
o o
�
�/
\
U Z< Z
wcO++
Z
LD
U-1
w
C6
�
OW POINTBEV = 30317
� ? � �
K
LL m m
>
m
�,
M
OW POINT STA 't3t7
.56
°6 v i
a��
m
i
SAN
66
U
PVI STA =13+27.56
\
w a s
SAN i'
211
>
w
PVI ELEV = 304.17
z U_ U) co
233
LU
A.D. = 2.61 %
1.00%
�'
STM
K = 38.27
�
. /
00
190
100.00' VC
co
—
STM
+ o
191
LU
STM
61%
189
0
m
m
M
M
4
77
S M
SAN
_Z - -
SAN
1 8
w 20
� z
CO
3' MIN. COVER
WATER
2' MIN COVER
STORM
210
N
z _
•2.00%,2,0
°lo
87.25
8" DIP WATERMAIN
8" PVC
@ 5.18%
_
N
15„RCP
-
3.35'
- 8"PVC@26
0
r-
A9
M
8-
VC
@ 338%
z
�z
wiz
cn =
cn cn
GO
=
rGO
I�
_ lf°
'2
W
=
^2
00 O J
vO
O0 0o U.)
= vv�
^2rn��rn
n
1n
OC,
VJ
M In
p
s
R r
C)co
'0 co
O
47
00 a
m O
N CO
O
NO N N
d M
1n
d M
1�
CL
Z O
CL M Z Z Q
+
+
� cG>
+
> > T
C) ^2
�O
d
(2-Z
a-
Z Z
a -Z Z Z
l()
co
In
O _
In :,\I In
r 117
�
O G9
R
O QO
(O
N Q
OO
N
1__
1� 00
co
l()
d)
1� C)
O 00
f0
O �
co
d)
If)
O
M
N
O
O
O O
M r'i
r ^
M '�
r ^
M '�
^
M '�
M ^
M '`�
r ^
M '")
^
M 11)
O ^
M ”)
I`
M '`�
G
M
O -
M '�
c c
co ')
(D ^
M '")
V
M '�
V ^
M �")
MO
M ')
O
M
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50
FAUNA STREET PROFILE
LOCAL RESIDENTIAL
2613-B IN 50' R.O.W.
SPEED LIMIT 25 MPH - DESIGN SPEED 30 MPH
SCALE: 1"= 50' HORIZONTAL
1"= 5' VERTICAL
`k
NOTF,S"
M
I
T9
50 25 12.5 0 50
1. ALL PIPE TRENCHES & BEDDING SHALL CONFORM TO TOWN OF
330 ZEBULON AND CITY OF RALEIGH STANDARDS. WHEN PIPES OR
STRUCTURES ARE INSTALLED ABOVE IN-SITU SOIL, ENGINEERED
FILL OR OTHER TOWN APPROVED MATERIAL SHALL BE USED IN
TRENCH AS REQUIRED BY TOWN OF ZEBULON OR CITY OF
RALEIGH.
2. WATER LINES ARE SHOWN GRAPHICALLY. IT IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE
WATER LINES PER TOWN OF ZEBULON STANDARDS, USING PIPE
DEFLECTIONS AND BENDS, AS REQUIRED, TO AVOID CONFLICT
WITH SERVICE LATERALS AND OTHER UTILITIES, AND MEET TOWN
OF ZEBULON SEPARATION REQUIREMENTS.
3. WATER LINE APPURTENANCES ARE SHOWN GRAPHICALLY. IT IS
THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD
320 LOCATE APPURTENANCES TO AVOID CONFLICT WITH CURB AND
GUTTER AND OTHER UTILITIES.
310
300
290
Public
Water Distribution / Extension Svstem
City of Raleigh consents to the connection and extension of the
> public water system as shown on this plan. The material and
truction methods used for this project shall conform to the
lards and specifications of the City's Public Utilities Handbook.
,ity of Raleigh
Public Utilities Department Permit #
to Construct
Public
Sewer Collection / Extension System
City of Raleigh consents to the connection and extension of the
> public sewer system as shown on this plan. The material and
truction methods used for this project shall conform to the
lards and specifications of the City's Public Utilities Handbook.
,ity of Raleigh
Public Utilities Department Permit #
to Construct
CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR
EXTENSION OF WATER, SEWER, AND/OR REUSE, AS
ROVED IN THESE PLANS, IS RESPONSIBLE FOR
TACTING AT LEAST TWENTY FOUR HOURS PRIOR TO
INNING ANY OF THEIR CONSTRUCTION.
.URE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM
G, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY
IER VIOLATION OF CITY OF RALEIGH STANDARDS WILL
ULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE
�U z o 0
U W 2, I
;en �za�¢
a =�
=�aoa �w
U® UaFCAO �g
o is
a ¢ w
U 0 W
0-04 O Z g z
> U Z as
W uiz>z( =LL
W 2ii J (F-
Mo
ac
�F Mo=2�(=7= oN
S) (12 z -�n
Waw¢O0 W a ffiN=
mcnzOgaowu � W w
z } waw
��J U) o Www
�zYJ W a a 0_ 2 zm
z�C7 ;aa}tea 19o
4 wQ www aw
UEy zac7au~i= two
z�`" =00=0=20 E&
®W O=�w0LZLIJ
�24 a� waa�U)W
�o
U =w
W oz
W � y
w iw
f] W
zO O o f
� o m
oZ-ZZ 0 0 w w
W W W ¢ Z c=
w Z Y Y Z
w
r�z ¢Cn U)w000 W o
�F Z)zcozzz
REVISIONS
EV
DATE
COMMENT
BY
1
r1
1-22-19
PER TOWN COMMENTS
SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" __M
CAD I. D.: PRO
PROJECT: AUTUMN
]LAKES
PHASE III
FOS
LEil
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
70] J
TDI 000�L�
ENGINEERING 1q(0, IPILILC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
SHEET NUMBER:
C -6A

340
330
320
UK
300
290
DATUM ELE\�
285.00
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057PRO - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:48 PM LAST SAVED BY: OKAIJA
\ I
1 I
/ I
/ I
/ I
I
I
I
I
/
/
/
/
i/
i/
i
/
/
/
I
I
I
II
1
1
1
I
1
1
I
1
I
I
I
I
I
I
i
1
1
1
I
1
I
I
i
/
i
25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00
CRACK iNG COURT PROFILE
RESIDENTIAL COLLECTOR
3513-B IN 60' R.O.W.
SPEED LIMIT 25 MPH - DESIGN SPEED 30 MPH
SCALE: 1"= 50 ' HORIZONTAL
V= 5 ' VERTICAL
<O \
I
Ir
340
330
320
310
300
290
o
N
QN1
50 25
12.5
0
50
BY
1
1-22-19
U
� >�p
z
w <, WO
1 "=
50'
a
= Q
3 w
HIGH POINT EL
:V = 317.42
�g
IT]
ts a
a
HIGH POINT STA
= 26+14.77
U0.®i
U Z
2 W Z
gz
as
> U
W Z Z > Z
M
''.
a C
PVI STA = 2
+45.49
, J (7
J� Z J
0 0 WQ
n m
g= -Z
w
PVI ELEV =
319.64
C-p7�WIU
—
z
♦**�♦
o-
U d
��-
`1 W
rn DJ
0
Z
z W W
A.D. = 7.56%
�Z91
wa aa==m
z U
(�
aa� W Qw
LU
z m
Z==
9, al
K = 33.07
J
z a c7 a u~W
i =
a� N
two
ai
V
®W
J F 0�O
O x r W O w
250.00'
VC
HIGH POIN
F ELEV = 313.32
�o
=w
U
W
W
oz
HI HP IN
TA=27+79.65
it w
i w
a] W
O O
o f
W
Wo
>z w Wz
z¢ z g z
W
PVI STA
= 28+04.65
�
Z Z
w
r��.
PHASE I
PROPOSED GRADE
F
U) 3: U)
7 Z CO0Z Z Z
PVI EL
V = 312.15
����
AD
=0.71%
co
K
70.77
L+rJ
��
—�
50
00' VC
N
6i
/
ti
M
> m
M
M
1
SAN
STM
/
215
206+
;
\
S
M
EXISTING
GRADE
Lu�'
o
T
Cn
tg5110
m
20
4 6i
Lv
LOW POINTE
EV = 303.69 w
w
1
PROPOSED
ROAD
w w
PVI STA =
9+47.14
z �
i
PVI ELEV
304.43 `"
Y z
2' MIN COVER
STM
A.D. _
.45% g
Q
STORM
203Z
K= 20.41
M
z
W Z
50.00'
VC °°
� M
8" DIP WATERMAIN
v z
rn
SAN
w �
Y
+ +
N
3.61
STM 213
20 0
M M S99 w
o> Z
v
in
8„p
/LU
o
VC
Z
+
U M
co
2 0 (8
> SAN
z 1S„RCp
\ w
w 212
T MIN. COVER
2g o
WATER
/0/
33
8°
15"RCP
�
;
6' . 8
„pvC(L�?90
z
j
A
w
z
�z
wiz
-
Cl)
cn
�b
bo
J
bo=
O
O
O
J
r`
00 O
v
C'iCD
J
00
W O
N
J
F_
2
00 00 00
co M W
mM
'
° M Cl)
O M
OO N
u'i
'
00 Nrf)
cO N
N
7 cO�
(OO
N_M
(OO
r N
OMZ
00 MN
N
(NO
a (.,p
O ^2_>
MZ
^2_>
d7
O
W
a r,z
rL_>
Z Q
+
co
+
>
+
�> >
+
> >
a a Z
N
a' Z Z
N
a Z Z
N
a a
Z Z Z
00
�
O
N
W
��
^
n
'�
N_ V'
ON
O
^
�M
O
1`7�
to
O
��
M
—O
rf)
MJ 06
Lr) `r
O(O
O
<F
rr)
^
—to
M
O
i\M
O
O
CpM
O
V)
\r)�
O
d'
(O
M
7
M
c 0
co
r�
M
�1
�"')
M r7
M
N
M r7
c O
M r�
N
co r�
�
N
M r")
O
N
M r”)
M
O —
M �
M r7
V
M ^i
o O
O
M
O
M r�
O O
M r”)
�
O O
M
O
25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00
CRACK iNG COURT PROFILE
RESIDENTIAL COLLECTOR
3513-B IN 60' R.O.W.
SPEED LIMIT 25 MPH - DESIGN SPEED 30 MPH
SCALE: 1"= 50 ' HORIZONTAL
V= 5 ' VERTICAL
<O \
I
Ir
340
330
320
310
300
290
o
N
QN1
50 25
12.5
0
50
BY
1
1-22-19
U
� >�p
z
w <, WO
1 "=
50'
NOTES:
1. ALL PIPE TRENCHES & BEDDING SHALL CONFORM TO TOWN OF
ZEBULON AND CITY OF RALEIGH STANDARDS. WHEN PIPES OR
STRUCTURES ARE INSTALLED ABOVE IN-SITU SOIL, ENGINEERED
FILL OR OTHER TOWN APPROVED MATERIAL SHALL BE USED IN
TRENCH AS REQUIRED BY TOWN OF ZEBULON OR CITY OF
RALEIGH.
2. WATER LINES ARE SHOWN GRAPHICALLY. IT IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE
WATER LINES PER TOWN OF ZEBULON STANDARDS, USING PIPE
DEFLECTIONS AND BENDS, AS REQUIRED, TO AVOID CONFLICT
WITH SERVICE LATERALS AND OTHER UTILITIES, AND MEET TOWN
OF ZEBULON SEPARATION REQUIREMENTS.
3. WATER LINE APPURTENANCES ARE SHOWN GRAPHICALLY. IT IS
THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD
LOCATE APPURTENANCES TO AVOID CONFLICT WITH CURB AND
GUTTER AND OTHER UTILITIES.
Water Distribution / Extension Svstem
City of Raleigh consents to the connection and extension of the
s public water system as shown on this plan. The material and
truction methods used for this project shall conform to the
lards and specifications of the City's Public Utilities Handbook.
'ity of Raleigh
Public Utilities Department Permit #
to Construct
Sewer Collection / Extension Svstem
City of Raleigh consents to the connection and extension of the
s public sewer system as shown on this plan. The material and
truction methods used for this project shall conform to the
lards and specifications of the City's Public Utilities Handbook.
'ity of Raleigh
Public Utilities Department Permit #
to Construct
E CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR
E EXTENSION OF WATER, SEWER, AND/OR REUSE, AS
PROVED IN THESE PLANS, IS RESPONSIBLE FOR
NTACTING AT LEAST TWENTY FOUR HOURS PRIOR TO
GINNING ANY OF THEIR CONSTRUCTION.
=AILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAh
'LUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY
OTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL
RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
U
� >�p
z
w <, WO
a
= Q
3 w
U®
H
UQF(onO20
�g
IT]
ts a
a
U0.®i
U Z
2 W Z
gz
as
> U
W Z Z > Z
M
''.
a C
, J (7
J� Z J
0 0 WQ
n m
g= -Z
w
to Z K
m U
wz
C-p7�WIU
—
z
♦**�♦
o-
U d
��-
`1 W
rn DJ
0
Z
z W W
�Z91
wa aa==m
z U
(�
aa� W Qw
LU
z m
Z==
9, al
r�
U: EP
J
z a c7 a u~W
i =
a� N
two
ai
V
®W
J F 0�O
O x r W O w
rnao_Jcn�
�o
=w
U
W
W
oz
it w
i w
a] W
O O
o f
W
Wo
>z w Wz
z¢ z g z
W
�
Z Z
w
r��.
�
Q W O0}>_CC =
o
F
U) 3: U)
7 Z CO0Z Z Z
z
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" __M
CAD I. D.: PRO
PROJECT: AUTUMN
LAKES
PHASE III
FOR
LEil
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
O 000TLIER,
ENGINEERING N0, IPILILC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
SHEET NUMBER:

C326)
330
320
310
300
290
280
DATUM ELE%
275.00
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057PRO -PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:48 PM LAST SAVED BY: OKAIJA
I
I I
I I
I
1390
I I
I I
I
391
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50
INDIAN SUMMER STREET PROFILE
LOCAL RESIDENTIAL
2613-B IN 50' R.O.W.
SPEED LIMIT 25 MPH - DESIGN SPEED 30 MPH
SCALE: 1"r 50 ' HORIZONTAL
1"= 5' VERTICAL
330
320
310
300
ATION
290
280
IM
VA
N
50 25 12.5 0 50
1.1= 50'
1. ALL PIPE TRENCHES & BEDDING SHALL CONFORM TO TOWN OF
ZEBULON AND CITY OF RALEIGH STANDARDS. WHEN PIPES OR
STRUCTURES ARE INSTALLED ABOVE IN-SITU SOIL, ENGINEERED
FILL OR OTHER TOWN APPROVED MATERIAL SHALL BE USED IN
TRENCH AS REQUIRED BY TOWN OF ZEBULON OR CITY OF
RALEIGH.
2. WATER LINES ARE SHOWN GRAPHICALLY. IT IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE
WATER LINES PER TOWN OF ZEBULON STANDARDS, USING PIPE
DEFLECTIONS AND BENDS, AS REQUIRED, TO AVOID CONFLICT
WITH SERVICE LATERALS AND OTHER UTILITIES, AND MEET TOWN
OF ZEBULON SEPARATION REQUIREMENTS.
3. WATER LINE APPURTENANCES ARE SHOWN GRAPHICALLY. IT IS
THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD
LOCATE APPURTENANCES TO AVOID CONFLICT WITH CURB AND
GUTTER AND OTHER UTILITIES.
Water Distribution / Extension Svstem
City of Raleigh consents to the connection and extension of the
public water system as shown on this plan. The material and
truction methods used for this project shall conform to the
lards and specifications of the City's Public Utilities Handbook.
of Raleigh
lic Utilities Department Permit #
to Construct
Sewer Collection / Extension Svstem
City of Raleigh consents to the connection and extension of the
public sewer system as shown on this plan. The material and
truction methods used for this project shall conform to the
lards and specifications of the City's Public Utilities Handbook.
of Raleigh
lic Utilities Department Permit #
to Construct
THE CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR
THE EXTENSION OF WATER, SEWER, AND/OR REUSE, AS
APPROVED IN THESE PLANS, IS RESPONSIBLE FOR
CONTACTING AT LEAST TWENTY FOUR HOURS PRIOR TO
BEGINNING ANY OF THEIR CONSTRUCTION.
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM
PLUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY
OTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL
RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE
REV
G�
COMMENT
O
H
1-22-19
a U
F
Z p
L
Ug
0 O X
MJF
�za.-a
a
�
a .-J
= Q
3 w
U®
H Q(�
U Q F
. ...
w
o
is
r
Q
U '�
Z
Q
=
CJ
®
Cn En
_JZ
U
M Q - Z
go
W
WZ > � ()
W Z Z> Z F-'
� � �
z rr
LL
a C
WF
JUr
MO__H D=
o�
�j
IS (1) Z J
000W g
m
g=�
1:130) z C) K
w
Ca-SWIU
z �� ~U
♦....♦
g�z
d Z
BUJ
U) w
0
zww
t�J
�Z,2
W a aa==m
zZ_
(�
aa� WW
WZQ W Ww
Z m
aw
r�
U H
= = J
z CL (D i =
az N
two
az
Z"
W:
=oin
�&
VJ
®W
F O
O = !z W O w
wao_JcnW
�o
DiOfLU
U zW
W �
)
ti
�F-40
w
iw
f] W
O O
o f
W W
o >- w w
w z¢ z g z
6
U LU Z LL
�Pa
Z:5<YYz
w
r��.
�
Q W O>}>_=
o
Cn
F
U) 3: U)
0 Z Z Z
7 Z 00
Z w
U
U C CO O
HIGH POIN1
ELEV = 308.90
U Z
z Y
m n
w
a ¢
J
HIGH POINT
STA =11+12.36LU
¢ '�
'"
a
PVI STA
=11+53.04
0
z v
z z m N
w N J
LU
PVI ELV=310.12
0M�v
mz�
LU
A.D.
= 5.83%
0��
Joo
K
34.29
U
C"'�Q
U d1
MLU
Z)z�
20000'VC
w¢Q¢
�g�^
_J
Cl)
coU)
LU
z
w
HIGHP
-
Nm°+(T
W zQ
o MIGH
P INT STA =15+
EXISTING
GRADE z z U) N
U
� o M
+ +
Z o
M
^ _ _ _
PROPOSED
GRADE
PVI
STA =15+79.34
.88
HIGH
POINT ELEV = 301.54
�
�
a STM
o ¢ ¢
�
M
i
- -
- - -
LOW POINT ELEV
= 301.22
PV
ELEV = 303.98
HIGH
OINT STA =17+41.87
z
-
z U) co 313
-
iLi ,
SAN
No
LOW POINT ST
=14+19.94N.D.=
3.55%
- -
_ -
P
I STA =17+66.87
SAN
> i
246
co
M
PVI STA = 18+94.95
K = 56.31
_ _ - _
_
A ELEV = 301.17
S M
245
m
SAN
w
PVI ELEV =
300.20
200.00' VC
_
0
A.D. = 0.28 /o
3 2
�'
216
U
STMK
A.D. = 6.15%
w
=177.98
50.00' VC
201
/
150.00'
C
2. 0p 1 0
��
S
M
2
2
M M
STM
o0i, °O
�
STM
rn STM 2' MIN COVER
rn
c3' M
�
187
N
+ o
\
200
_
ro 199 STORM STM
rn Cl)
SAN
M
co "
'� N
\
SAN 197
to m
>
STM
209
STM
>
+ c
"'
STM
STM
STM
212 198 S
1
x�
m
C) w
186
184
"'
> m
m
180
181
STM w
°
M STM
6 192
w
178
T MIN.
COVER
/ /
2007
WATER
05°I
1.50%
T MIN. COVER
1 0
z
z
15" CP
z
P
WATER
@ 1.6 °
EO
pVC
N
8" DIP
WATERMAIN
1N
;
-
I
18" RCP
co
RCP
ao
118.20' -
24" RCPz
----------
8" PVC
2
z
�
30" RCP
N
0
30" RCP
N 243.50' - 8" DIP
1.24
SEE
SHEET C-6.5 FOR CONTINUATION
_i - SEE SHEET
C-6.3 FOR CONTIN(
SEE SHEET
C-6.4 FOR CONTINUATION-
250.02' - 8" DIP�@_V
,51%
30" MAX
FREE DROP -
INSIDE DROP. SEE
_
SHEET D-1.4 FOR
DETAIL S-53
w�Z
W�?
�wZ
co coCn
co
coZ 80
CO CO ZO
JED
X:
J
M
J
co pp co
co
J
co OD U.)
oo
J
OO
ui
M
M
CO
�
M
co N
LL -J
M COO
co N C() LO N
L6
co o N
C17
V co
co N m N
co
co
pOj
I� H
CO
" M N N F
M Z Z D
COp
N N N F
M Z Z O
Om
N N F
m Z Z Q
N
d
W
d C.Oj O
d
O
d
O
d
CL
CL Z
N
(L Z Z Z
a R Z Z Z
a Z Z Z
r-,
OCO
co 00
CD
Lf.)M
O
�O
00
V
^O
OpM
1�
�N
CO
W
r7
co
W
�M
M
V
M C�
M
n
V C])
O)
O
u-> OpN
O
^
Qp
c0
�
N_ CSM
�R
N
�M
I` COQ
O
�N
�D ��
�
V�(D
�N
�M
M
N
O I�
M
4i
V ^
c0
'��
I� l�co
O cD
�CV
^
OC3)
I- Oco
O
OM
O�
O
OO
COM
a?
^
O
�N
W <F
O
�CV
OM
NCV
O)M
O
Or
I\
":
OOj
oo I�
c0
O)M
O (T
O
O O
I�
O O
O
O ^
CO
O ^
Cb
O
O
O O
O O
Lf)
O O
O O
O O
O O
p O
O O
O O
V
O O
O O
O O
O O
O
O n
M
O ^
O
O O
O O
O O
o
r 7
M r 7
M
M r 7
M
M �' i
M
M ^' i
M 1`)
M N"
M
M
M
M �
M 1_�
M NI)
M
M
M r 7
M
M
M
M
M
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50
INDIAN SUMMER STREET PROFILE
LOCAL RESIDENTIAL
2613-B IN 50' R.O.W.
SPEED LIMIT 25 MPH - DESIGN SPEED 30 MPH
SCALE: 1"r 50 ' HORIZONTAL
1"= 5' VERTICAL
330
320
310
300
ATION
290
280
IM
VA
N
50 25 12.5 0 50
1.1= 50'
1. ALL PIPE TRENCHES & BEDDING SHALL CONFORM TO TOWN OF
ZEBULON AND CITY OF RALEIGH STANDARDS. WHEN PIPES OR
STRUCTURES ARE INSTALLED ABOVE IN-SITU SOIL, ENGINEERED
FILL OR OTHER TOWN APPROVED MATERIAL SHALL BE USED IN
TRENCH AS REQUIRED BY TOWN OF ZEBULON OR CITY OF
RALEIGH.
2. WATER LINES ARE SHOWN GRAPHICALLY. IT IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE
WATER LINES PER TOWN OF ZEBULON STANDARDS, USING PIPE
DEFLECTIONS AND BENDS, AS REQUIRED, TO AVOID CONFLICT
WITH SERVICE LATERALS AND OTHER UTILITIES, AND MEET TOWN
OF ZEBULON SEPARATION REQUIREMENTS.
3. WATER LINE APPURTENANCES ARE SHOWN GRAPHICALLY. IT IS
THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD
LOCATE APPURTENANCES TO AVOID CONFLICT WITH CURB AND
GUTTER AND OTHER UTILITIES.
Water Distribution / Extension Svstem
City of Raleigh consents to the connection and extension of the
public water system as shown on this plan. The material and
truction methods used for this project shall conform to the
lards and specifications of the City's Public Utilities Handbook.
of Raleigh
lic Utilities Department Permit #
to Construct
Sewer Collection / Extension Svstem
City of Raleigh consents to the connection and extension of the
public sewer system as shown on this plan. The material and
truction methods used for this project shall conform to the
lards and specifications of the City's Public Utilities Handbook.
of Raleigh
lic Utilities Department Permit #
to Construct
THE CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR
THE EXTENSION OF WATER, SEWER, AND/OR REUSE, AS
APPROVED IN THESE PLANS, IS RESPONSIBLE FOR
CONTACTING AT LEAST TWENTY FOUR HOURS PRIOR TO
BEGINNING ANY OF THEIR CONSTRUCTION.
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM
PLUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY
OTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL
RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE
REVISIONS
REV
G�
COMMENT
O
H
1-22-19
a U
F
Z p
L
Ug
0 O X
MJF
�za.-a
a
�
a .-J
= Q
3 w
U®
H Q(�
U Q F
. ...
o
is
r
Q
U '�
Z
Q
=
CJ
®
Cn En
_JZ
U
M Q - Z
go
W
WZ > � ()
W Z Z> Z F-'
� � �
z rr
LL
a C
WF
JUr
MO__H D=
o�
�j
IS (1) Z J
000W g
m
g=�
1:130) z C) K
w
Ca-SWIU
z �� ~U
♦....♦
g�z
d Z
BUJ
U) w
0
zww
t�J
�Z,2
W a aa==m
zZ_
(�
aa� WW
WZQ W Ww
Z m
aw
r�
U H
= = J
z CL (D i =
az N
two
Z"
W:
=oin
�&
VJ
®W
F O
O = !z W O w
wao_JcnW
�o
U zW
W �
)
ti
�F-40
w
iw
f] W
O O
o f
W W
o >- w w
w z¢ z g z
6
�Pa
Z:5<YYz
w
r��.
�
Q W O>}>_=
o
Cn
F
U) 3: U)
0 Z Z Z
7 Z 00
z
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" __M
CAD I.D.: PRO
PROJECT: AUTUMN
LAKES S
PHASE III
FOR
LEil
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
TDI 000�L�
ENGINEERING NO, IPILILC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
1
SHEET TITLE:
INDIAN
SUMMEIR
STIRNIEE [° PLAN
A ND P]DLXOFILE
SHEET NUMBER:
C-6,6

330
320
310
300
290
280
DATUM ELE\i
275.00
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057PRO - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:48 PM LAST SAVED BY: OKAIJA
I
I ,
I ,
I I
I I
I I
I
I ,
�I
332 SAN
/ I /
239
\ Itt
, ,
- - - - - - -
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50
GUSTY LANE PROFI LSE
LOCAL RESIDENTIAL
2613-13 IN 50' R.O.W.
SPEED LIMIT 25 MPH - DESIGN SPEED 30 MPH
SCALE: 1"= 50' HORIZONTAL
1"= 5 ' VERTICAL
330
M
MA
50 25 12.5 0 50
1.1= 50'
1. ALL PIPE TRENCHES & BEDDING SHALL CONFORM TO TOWN OF
ZEBULON AND CITY OF RALEIGH STANDARDS. WHEN PIPES OR
STRUCTURES ARE INSTALLED ABOVE IN-SITU SOIL, ENGINEERED
FILL OR OTHER TOWN APPROVED MATERIAL SHALL BE USED IN
TRENCH AS REQUIRED BY TOWN OF ZEBULON OR CITY OF
RALEIGH.
2. WATER LINES ARE SHOWN GRAPHICALLY. IT IS THE SOLE
320 RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE
WATER LINES PER TOWN OF ZEBULON STANDARDS, USING PIPE
DEFLECTIONS AND BENDS, AS REQUIRED, TO AVOID CONFLICT
WITH SERVICE LATERALS AND OTHER UTILITIES, AND MEET TOWN
OF ZEBULON SEPARATION REQUIREMENTS.
310
300
-CONTRACTOR TO REFER
TO PLANVIEW FOR
CUL-DE-SAC GRADING AND
TIE-INS
290
-SEE PLAN VIEW FOR
CONTINUATION
280
3. WATER LINE APPURTENANCES ARE SHOWN GRAPHICALLY. IT IS
THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD
LOCATE APPURTENANCES TO AVOID CONFLICT WITH CURB AND
GUTTER AND OTHER UTILITIES.
Water Distribution / Extension Svstem
City of Raleigh consents to the connection and extension of the
> public water system as shown on this plan. The material and
truction methods used for this project shall conform to the
lards and specifications of the City's Public Utilities Handbook.
of Raleigh
lic Utilities Department Permit #
to Construct
Sewer Collection / Extension System
City of Raleigh consents to the connection and extension of the
> public sewer system as shown on this plan. The material and
truction methods used for this project shall conform to the
lards and specifications of the City's Public Utilities Handbook.
of Raleigh
lic Utilities Department Permit #
to Construct
E CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR
E EXTENSION OF WATER, SEWER, AND/OR REUSE, AS
PROVED IN THESE PLANS, IS RESPONSIBLE FOR
NTACTING AT LEAST TWENTY FOUR HOURS PRIOR TO
GINNING ANY OF THEIR CONSTRUCTION.
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAN
PLUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY
OTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL
RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE
REV
DATE
COMMENT
BY
g
~
HIGH POIN
ELEV = 306.11
z o
L ox
,F`
U W
F J F
a
_19+7R 69
a = J
=x000
�w
U®
U a F(n 0IT]
� g
PVI STA
=13+53.62
a
A. 0
a ¢
w
ZUa
o,bZ o
W Z
g�
as
LZ,
W
W
PVI ELI
V = 303.20
�%
�E~
J
20 (.-
W. D:
o�
�j
lL-0
ZF"
Z J
aoO W QQa
m
g=am
A.D.
= 0.76%
w
Ca-S�WIU
z ~
♦����♦
g�z
U d Z
H�
In W
C
zww
K =198.37
Z
�91
Wa aa=
=m
z U
Z
(�
as>W ZW a
W Q W W W
Z==
9,o
¢ w
I�
r�
U H
J
z CL J j Q
�w0
15
.00' VC
z r-+
2 O p=0 = = M
it
®W
0 O=
O= r w O W
as
a
ulaaJcnW
�o
U z
W �
W
�
w oz
SAN
WW
w
f] W
O O
>- W
o
W W
F-
W W
w Z a Z Z
zm
247
STM
Z Y Y
H W O O O
a
U 3: In
7 Z Z COZ
zrn
316
�z�
SM
z a -
Low
_
37
�zoi
wets+
\
\
c
\
STM
w C/) +
o
Cl)
\
8" DIP
WATER MAIN 315
z_
0n
U
U
>
S
M
m
m
\ \ 3e8%
3
4
co
\
STM
STM
�'
M
\ \
313
312 31M
PROPOSED ROAD
N
\
U
Ill
>
\
S M
3' MIN. COVER
\ \
3 0
w
w
WATER
\
\ \
SAN
245
z
\
2' MIN COVER
STORM STM
\
SAN 309
�
243
Z
\
\\
SM
�
38
\
` RCP 1
"RCP
\
SAN
-3.52%
24"
CP
\
242 STM
z
307
STM
-
24" RCP
305
SAN
241 S M
24" MIN
\
3 6
1532
EXISTING
GRADE
-
"PVC@2.60%
0
i
T MIN.
COVER
z _ 30„RC
_
WATER
p
a0 g
v
\
N
_ 8„PVC@2.
710
\
30„
8'
C@609/
z
LU
Z
'N
_J
r`
BO
=
M
M
C
43/
Iri
�� .
.0)
�00M P
� r -N
N
+
O_ Z
O
>
>
LLJ
J
M
= C)
^2 MO
J
50
l0
00 (0
2
cG
00
_J
80
l0
00 (0
2 M
rL O
J
Cp
2
cL
M
M
W
I�
LLj
-^
00 O co
M
=
N
N
^
OMO
00 m N
O N
M
N
O
d M0
tL �Z
C)
M
<L NZ
V
Nce)
0- N
0
+O
rL>
>
>
to
R
�> >
cG
>
IL 2Z
c+,�
�
d �Z
Z
�Z Z
�+
O
OGG
M O
M
Ou'>
( 0 l()
M
ri
00 I”)
V
N
O
�(V
M Cp
OO
^fV
OO (�
O
OO
V ^
N
OG
Cl) O
0J
O M
M
r\�
O
�(C
M O
O
�(C
117 O
N
�irj
M N)
f0
nl
f 0 Cp
N
OO
(�
�i
V `�
N ^
�M
M O
CO
O(0
O QQ
I C�
O
N r\
N
I f) O t,
N
�M
V r\
GO
M V-
a>
R
f0
'�
u7
V
O
O
O O O
O
O O
O O
O O
O
O
_Q
O
M
M O
M O
1�
M
M O
O
M O
M O
M O
M
M
M
M
M I”)
M
M nI
M N
N N
N nI
C', nI
N nI
N n I
N nI
N n I
N n I
N
N
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50
GUSTY LANE PROFI LSE
LOCAL RESIDENTIAL
2613-13 IN 50' R.O.W.
SPEED LIMIT 25 MPH - DESIGN SPEED 30 MPH
SCALE: 1"= 50' HORIZONTAL
1"= 5 ' VERTICAL
330
M
MA
50 25 12.5 0 50
1.1= 50'
1. ALL PIPE TRENCHES & BEDDING SHALL CONFORM TO TOWN OF
ZEBULON AND CITY OF RALEIGH STANDARDS. WHEN PIPES OR
STRUCTURES ARE INSTALLED ABOVE IN-SITU SOIL, ENGINEERED
FILL OR OTHER TOWN APPROVED MATERIAL SHALL BE USED IN
TRENCH AS REQUIRED BY TOWN OF ZEBULON OR CITY OF
RALEIGH.
2. WATER LINES ARE SHOWN GRAPHICALLY. IT IS THE SOLE
320 RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE
WATER LINES PER TOWN OF ZEBULON STANDARDS, USING PIPE
DEFLECTIONS AND BENDS, AS REQUIRED, TO AVOID CONFLICT
WITH SERVICE LATERALS AND OTHER UTILITIES, AND MEET TOWN
OF ZEBULON SEPARATION REQUIREMENTS.
310
300
-CONTRACTOR TO REFER
TO PLANVIEW FOR
CUL-DE-SAC GRADING AND
TIE-INS
290
-SEE PLAN VIEW FOR
CONTINUATION
280
3. WATER LINE APPURTENANCES ARE SHOWN GRAPHICALLY. IT IS
THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD
LOCATE APPURTENANCES TO AVOID CONFLICT WITH CURB AND
GUTTER AND OTHER UTILITIES.
Water Distribution / Extension Svstem
City of Raleigh consents to the connection and extension of the
> public water system as shown on this plan. The material and
truction methods used for this project shall conform to the
lards and specifications of the City's Public Utilities Handbook.
of Raleigh
lic Utilities Department Permit #
to Construct
Sewer Collection / Extension System
City of Raleigh consents to the connection and extension of the
> public sewer system as shown on this plan. The material and
truction methods used for this project shall conform to the
lards and specifications of the City's Public Utilities Handbook.
of Raleigh
lic Utilities Department Permit #
to Construct
E CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR
E EXTENSION OF WATER, SEWER, AND/OR REUSE, AS
PROVED IN THESE PLANS, IS RESPONSIBLE FOR
NTACTING AT LEAST TWENTY FOUR HOURS PRIOR TO
GINNING ANY OF THEIR CONSTRUCTION.
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAN
PLUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY
OTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL
RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE
REVISIONS
REV
DATE
COMMENT
BY
g
~
1-22-19
�U
z o
L ox
,F`
U W
F J F
a
t�
a = J
=x000
�w
U®
U a F(n 0IT]
� g
ts a
a
A. 0
a ¢
w
ZUa
o,bZ o
W Z
g�
as
LZ,
W
W
2 > U
W Z_J Z
i
'zLL
a C
�%
�E~
J
20 (.-
W. D:
o�
�j
lL-0
ZF"
Z J
aoO W QQa
m
g=am
m to z U K
w
Ca-S�WIU
z ~
♦����♦
g�z
U d Z
H�
In W
C
zww
Z
�91
Wa aa=
=m
z U
Z
(�
as>W ZW a
W Q W W W
Z==
9,o
¢ w
I�
r�
U H
J
z CL J j Q
�w0
z r-+
2 O p=0 = = M
it
®W
0 O=
O= r w O W
as
a
ulaaJcnW
�o
U z
W �
W
�
w oz
WW
iw
f] W
O O
>- W
o
W W
F-
W W
w Z a Z Z
zm
Z Y Y
H W O O O
a
U 3: In
7 Z Z COZ
zrn
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" __M
CAD I. D.: PRO
PROJECT: AUTUMN
]LAKES
PHASE III
FOR
LEil
HOMES
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
TDI 000�L�
ENGINEERING NO, IPILILC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
GUSTY LANE
PLAN AND
PIROFILJE
SHEET NUMBER:
C-6,7

290
280
270
260
250
240
1 1
1 1
1 1
1 1
\ 1 I
I
I I 1
GUSTY LANE '
I
D
SAN
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
3.
240
\
SAN
239
N
SAN
238
MANHOLE RIM ELEVATION
TO BE MINIMUM V ABOVE
FINISHED GRADE
•78'
8"PVC@3160
�\\\
2
SAN
8 PVC
237
SEE SHEET
C-6.1 FOR CONTINUATION
SAN
.30%
236
36" MINIMUM COVER FOR PVC IN
NON TRAFFIC -BEARING LOCATIONS
SAN
202
�2g2p
EXISTING' GRADE
\
Qoq�00
`—_--
��\\
SAN
SAN
235
201
79.72' _—
8" PV
@ 1.00/
IL9
� '
PROPOSED GRADE
�0
\
SAN
200
36.34" FROM
BOTTOM
OF CREEK
30" MAX FREE DROP
VC @ 1.00%
120.20' - 8" PVC @
.790
62.50'
. 8" PVC @ 1.65
0
CONTRACTOR TO JACK AND BORE UNDER STREAM
\
EXISTING
MANHOLE
-30" MAX
FREE DROP
\
\
S
SEE SHEET C-6.7 FOR
CONTINUATION—/
c
o_
0
NEW 8"
CROWN OF
SEWER PIPE TO MATCH
THE EX. 18" SEWER LINE
z
�z
z
z
z
z
wiz
z
z
in
Ln -
60
—
zo
in -
E0
in -
co v)
in
U)
E0
CD
GV N
CD
V
N
O0 0
= N
=
O
N
GV O
= r
cO OO
=
ti
I�
00 N
co
aD R
= V
CO
c�D 1u1�����
V CSO
CSO
(OD. �
C -4
j
aND
O
O N
CO �? Op
O-
,
N 4') C•W
00 V ,�
V
OO ti
N
- a0 N
W CO
O_
OD
N
O
N
CO Lp
O
1� co
W C LA LL')
N
0=
W LD N
O LL)
N M N
00 LL)
O
O N
W
CL Z
Op
O N
W
a Z
Q) N
I�
a Z
H
co N
a Z
N
a
H
11;
� 00 N F
CO M
a Z
LD
V N N
a Z
H
M
CO
CO
00
OJ
Z
OJ
a Z
O+
N Q
0 �> >
a
N
0 �> y
N
�>
Q
>
N Q
0 �> >
M
00
N
0>
Q
O+
N Q
= �> >
Cl)
N
N go
�> >
>
V)
V
N O
�> >
N O
Q �> >
o
_
a Fro ?
_
a D_?
_
a a?
?
_
a or? ?
Cl)
a o
?
L!7
a �? ?
CD
a �z z
z
�
(? ?
+ a �z z
LL]
ofW
O h
N
O O
cp
O Xd
Lq
00
Lq
00 LI)
U�
N
h
<F
)
Lr)
�
a %
Ln
�
00
�
O
N LI)i
N -18
V O
O
1�
Q
00
00
rnN
00
rnN
00LO
o
co
Lc
o
co
0rn
LO
LVc0iC14
�
N
N
N
CIS00
N
N
N
CNI
CNI
C11
C14
CNI
N
N
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00
SANITARY OUTFALL PROFILE
SCALE: 1"= 50 ' HORIZONTAL
V= 5 ' VERTICAL
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057PRO - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:49 PM LAST SAVED BY: OKAIJA
290
I
M
100,
50 25 12.5 0 50
1 "= 50'
1. ALL PIPE TRENCHES & BEDDING SHALL CONFORM TO TOWN OF
ZEBULON AND CITY OF RALEIGH STANDARDS. WHEN PIPES OR
STRUCTURES ARE INSTALLED ABOVE IN-SITU SOIL, ENGINEERED
g �U z o
~ Ftp w<, Ox
�I U W F Q -, -,
a 0 J
=�aoa �w
U® U a �
[TJ -Z
a
a ¢ w
Ua
� > U Z as
W w Z Z> Z F- 'zLL
Ja Ur a C
�j
41 F -I 20= W. K C=7 o N
0 J ' Z J Uzi m
lL-0 W�" ¢OOwQQa 0=z
W '� w m U Z U K w
C7�WIU ♦����♦ o�z
k ~ U d Z
W,
w z w w
W
Wa aa==m
U aa} WZa oo
Wz www aw
cO �, z=_ �
U: EP z a c7 a u~i = two
=om==m �&
�U f�U)0�z
w
W oz
W � y
w iw
f] W O O o f
>- F- om
o w w
W W W Z¢ Z 2 Z
Z � m< `L `l Z
� w
QwO>-�= o
� � U) 3: U)
F 7 z 000 z z Z z
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
3.
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
FILL OR OTHER TOWN APPROVED MATERIAL SHALL BE USED IN
RALEIGH. NOT
REQUIRED BY TOWN OF ZEBULON OR CITY OF NOT APPROVED FOR
WATERLINE ARE SHOWN GRAPHICALLY. IT IS THE SOLE CONSTRUCTION
RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE
WATER LINES PER TOWN OF ZEBULON STANDARDS, USING PIPE PROJECT No.: NCR162057
DEFLECTIONS AND BENDS, AS REQUIRED, TO AVOID CONFLICT DRAWN BY: SJK
WITH SERVICE LATERALS AND OTHER UTILITIES, AND MEET TOWN CHECKED BY: MAR
OF ZEBULON SEPARATION REQUIREMENTS. DATE: 10-26-18
SCALE: 1"
WATER LINE APPURTENANCES ARE SHOWN GRAPHICALLY. IT IS CAD I.D.: PRO
THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD
LOCATE APPURTENANCES TO AVOID CONFLICT WITH CURB AND
GUTTER AND OTHER UTILITIES.
TRENCH
280 2.
3.
270
260
250
240
Water Distribution / Extension System
City of Raleigh consents to the connection and extension of the
s public water system as shown on this plan. The material and
Itruction methods used for this project shall conform to the
dards and specifications of the City's Public Utilities Handbook.
of Raleigh
lic Utilities Department Permit #
ionization to Construct
Sewer Collection / Extension System
City of Raleigh consents to the connection an extension of the
s public sewer system as shown on this plan. The material and
Itruction methods used for this project shall conform to the
dards and specifications of the City's Public Utilities Handbook.
of Raleigh
lic Utilities Department Permit #
ionization to Construct
M 1 1 C19 I IVIY %,Ulm 1 MM%l 1 VICJ:
THE CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR
THE EXTENSION OF WATER, SEWER, AND/OR REUSE, AS
APPROVED IN THESE PLANS, IS RESPONSIBLE FOR
CONTACTING AT LEAST TWENTY FOUR HOURS PRIOR TO
BEGINNING ANY OF THEIR CONSTRUCTION.
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM
PLUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY
OTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL
RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE
IAtnOV IAI TUC 0ITV nC OAI CI!`_LJ
PROJECT: AUTUMN
LAKES
PHASE III
FOR
LEil
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
01 0 J
TDI 000�L�
ENGINEERING NO, IPILILC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
S A\ 1 1 AIRY Y
O l l I Al. l, l" l .A
AND PIROFILE
SHEET NUMBER:
C-6,8

270
260
250
240
H:\2016\NCR1620570RAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057PRO - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:49 PM LAST SAVED BY: OKAIJA
• �FP F
10 go YR
\-♦ /10�
�. � � � � � • • 8 � ,.100 i
NpI E p6 34 4
26 Zh6 6659— --- 2" SAN
MPNNp�E25� 9� .20
Top , 2 2461p
0
\ INS IN NT -
INS
4N --
Y
t IV
----------------
SAN _--- ------------
6- -- - -
11 P 9 lw�
96
..�
1
I
1
x
� j
• __ ,``----------------_ `\�------------------ `� ° _ ; - ---k3 IN' \�� SAN
_
----------------------------------- ti
--------------------
IN
o r -
J
1 _
/----------------------
' o p,G�-SON --- ```i-•277_�GG�/
-4G�Q�
X65-
yff
268---
269
— -270—
`` --__ '271 1
272._-----
_-_
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00
GREENWAY TRAIL
L
SCALE: 1"= 50' HORIZONTAL
V= 5 ' VERTICAL
N
a
60 30 15 0 60
1"= 60'
I\Tf"'Nq�71[7 0 -
1. ALL PIPE TRENCHES & BEDDING SHALL CONFORM TO TOWN OF
ZEBULON AND CITY OF RALEIGH STANDARDS. WHEN PIPES OR
STRUCTURES ARE INSTALLED ABOVE IN-SITU SOIL, ENGINEERED
FILL OR OTHER TOWN APPROVED MATERIAL SHALL BE USED IN
TRENCH AS REQUIRED BY TOWN OF ZEBULON OR CITY OF
RALEIGH.
2. WATER LINES ARE SHOWN GRAPHICALLY. IT IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE
WATER LINES PER TOWN OF ZEBULON STANDARDS, USING PIPE
DEFLECTIONS AND BENDS, AS REQUIRED, TO AVOID CONFLICT
WITH SERVICE LATERALS AND OTHER UTILITIES, AND MEET TOWN
OF ZEBULON SEPARATION REQUIREMENTS.
3. WATER LINE APPURTENANCES ARE SHOWN GRAPHICALLY. IT IS
THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD
LOCATE APPURTENANCES TO AVOID CONFLICT WITH CURB AND
GUTTER AND OTHER UTILITIES.
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
Dity's public sewer system as shown on this plan. The material and
,onstruction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
Dity of Raleigh
Public Utilities Department Permit #
Authorization to Construct
ATTENTION CONTRACTORS:
rHE CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR
rHE EXTENSION OF WATER, SEWER, AND/OR REUSE, AS
APPROVED IN THESE PLANS, IS RESPONSIBLE FOR
'ONTACTING AT LEAST TWENTY FOUR HOURS PRIOR TO
3EGINNING ANY OF THEIR CONSTRUCTION.
=AILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM
'LUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY
DTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL
RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE
NORK IN THE CITY OF RALEIGH
REV
DATE
COMMENT
BY
g
~
1-22-19
�U
F�p
Z o
w < o
U W
x
F J F
�o��
z a a
p
Q � J
=
F
♦���♦
E
a20
Z Q
SAN
} U
�Q61D Z
go
W
Z >
ui z z > z of
Z Z
20 W �
zrr
'LL
<o
J Ur
20_ _ � � z
o
Jm Z J
Qoo QQa
m
gN�
2o UW
tK�
w w
OWU
4��
♦����♦
g z
waw
1��
}
U o
=ww
X
ILQaw W W
Z== m
awe
t�
U H
��
J
J j Q 0
a N
�w0
2m=2m
za
�e
^4
® W
I- Q F (n 2_' I- _ Zo
0 J
o F W 0 W O W
�a
O
U) O_ 0_ J (n d'
�
w �
PROPOSED
GREENWAY
va W
o o
r F- W
g
W W
oZ W W
w Z Q Z g Z
�m
N
Z Y Y
o
LLJ
0} 0
} =
WCC
o
u) 3: U)
7 Z COO Z Z Z
z
W�
/
IN
/ 14
I
EXISTING
GRADE
I
S8%j
�
I I
�
I I
SAN
r
I I
\IN
I I
o
I I
I I
_-2- 15" RCP CULVERTS
1' BELOW EXISTING
BURIED
GRADE
I I
I I
I I
I I
I I
-
I I
SAN
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
X-
EX. 18"SN
I I
I I
I I
I
5
I
--------------
---------------
--------------
--------------
EX. 18" SAN
' '
---------------
I I
-------1 r----
---------------
-
----------------
EX.
18" SAN
I I---------
--------------
--------------
---------------
--------------
----------------
-------------
--------------
---------------
--------------
---------------
--------------
I I
I
--------------------------------
I
---------------------------------
COM
OO
COQ
CO
�O
OO
O
ooO
COM
LO
O)�
Or
U-) OO
ON
0O
M
L17M
O
LSI"i
CD
'"7
LO O)00
N
"7Cq
W
Ln
V
Coln
Ln
LO
Lr)
M
X00
'"7
W
^
M �a0
CD
OO
1•')M
M
�0)
N
�C0
co Cpm
M
^�
O)C�
O
N
OCA
CO
V
Nn
O +�
N
Nn
O
O
O)0)
^CO
COO
W
^CO
1"]Co
�CO
Cfl rN
V r�N
a0
��
1"]U-)
N
�n
r\N
CO
CO
V �O
o0
L()L!7
CII
a0
d'
I- A
a0
M
LL)
CO 47M
Cid V
LO
l�
CO LL)
CSI
C0 Lry
CEJ
CO LL)
CSI
CO O
LSI
C0 O
LSI
C0 LO
CSI
M
CO O
CSI
CO %
Lel
V
C0 O
CO
LO
l(J
CO O
CO
O
IfJ
CO
O
CO
CO
nl
C-
C0 O
m O
CO Ln
L!'7
L[)
LCJ L(]
l�
Ln Ln
CEJ
�
LO Ln
LSI
LO Ln
Lel
LO Ln
Lel
Ln
Ln
LSI
Ln L()
l�
4'° Ln
LO Ln
CO
U'') L()
l�
N7 Ln
CEJ
LO L()
CSI
M°
Ln
CSI
LO Ln
LSI
LP') LL7
nl
LO Ln
Lel
LO L()
nl
LO
L() LO
CSI
N
N
N
N
N
N
N
N
N
N
N N
(Ni
N
N
N
N
N N
N N
N
N
N
N
N
N
N
N
N N
N N
N
N
N
N
N
N
N
N
N N
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00
GREENWAY TRAIL
L
SCALE: 1"= 50' HORIZONTAL
V= 5 ' VERTICAL
N
a
60 30 15 0 60
1"= 60'
I\Tf"'Nq�71[7 0 -
1. ALL PIPE TRENCHES & BEDDING SHALL CONFORM TO TOWN OF
ZEBULON AND CITY OF RALEIGH STANDARDS. WHEN PIPES OR
STRUCTURES ARE INSTALLED ABOVE IN-SITU SOIL, ENGINEERED
FILL OR OTHER TOWN APPROVED MATERIAL SHALL BE USED IN
TRENCH AS REQUIRED BY TOWN OF ZEBULON OR CITY OF
RALEIGH.
2. WATER LINES ARE SHOWN GRAPHICALLY. IT IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE
WATER LINES PER TOWN OF ZEBULON STANDARDS, USING PIPE
DEFLECTIONS AND BENDS, AS REQUIRED, TO AVOID CONFLICT
WITH SERVICE LATERALS AND OTHER UTILITIES, AND MEET TOWN
OF ZEBULON SEPARATION REQUIREMENTS.
3. WATER LINE APPURTENANCES ARE SHOWN GRAPHICALLY. IT IS
THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD
LOCATE APPURTENANCES TO AVOID CONFLICT WITH CURB AND
GUTTER AND OTHER UTILITIES.
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
Dity's public sewer system as shown on this plan. The material and
,onstruction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
Dity of Raleigh
Public Utilities Department Permit #
Authorization to Construct
ATTENTION CONTRACTORS:
rHE CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR
rHE EXTENSION OF WATER, SEWER, AND/OR REUSE, AS
APPROVED IN THESE PLANS, IS RESPONSIBLE FOR
'ONTACTING AT LEAST TWENTY FOUR HOURS PRIOR TO
3EGINNING ANY OF THEIR CONSTRUCTION.
=AILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM
'LUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY
DTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL
RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE
NORK IN THE CITY OF RALEIGH
REVISIONS
REV
DATE
COMMENT
BY
g
~
1-22-19
�U
F�p
Z o
w < o
U W
x
F J F
�o��
z a a
p
Q � J
=
F
♦���♦
E
a20
Z Q
®
��
} U
�Q61D Z
go
W
Z >
ui z z > z of
Z Z
20 W �
zrr
'LL
<o
J Ur
20_ _ � � z
o
Jm Z J
Qoo QQa
m
gN�
2o UW
tK�
w w
OWU
4��
♦����♦
g z
waw
1��
}
U o
=ww
ILQaw W W
Z== m
awe
t�
U H
��
J
J j Q 0
a N
�w0
2m=2m
za
�e
^4
® W
I- Q F (n 2_' I- _ Zo
0 J
o F W 0 W O W
�a
O
U) O_ 0_ J (n d'
�
w �
W
va W
o o
r F- W
g
W W
oZ W W
w Z Q Z g Z
�m
N
Z Y Y
o
LLJ
0} 0
} =
WCC
o
u) 3: U)
7 Z COO Z Z Z
z
W�
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" __M
CAD I. D.: PRO
PROJECT: AUTUMN
]LAKES
PHASE III
FOR
LEil
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
01 0 J TD-) 000�L�
ENGINEERING N0, IPILILC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
GREENWAY
PLAN AND
PROFILE
SHEET NUMBER:
C-6,9

270
260
250
240
lay
EX. MANHOLE RIM TO BE ADJUSTED TO XXX
FP Fp� SAN
IFP � —too )'R �Fo FPFP / X \ \`
FP ,
Iv IR 1Gn \ �� 11p 10D
1�t6
FP y LOD `\
\ \ `
SAN
��
+ _ _ = \ \ �Qj/�p iib -FPS/
p ,
too W­4�7
BP
EX. MANHOLE RIM TO BE ADJUSTED TO XXX M ���'�_ = e��
--♦ `♦ ♦ 1'1.�� _ ----- `100
SAN
X M LOLPD
00-1
` `♦ ♦` _ -- -- - s -� SAN � � .\ ♦` \ � � i � --_' ' i i ' i i � i : .' ' i / i i / � / /' / ' ' i `�� \
200 �� ♦ �\ � '� � --- �� / / , � �/ / / / / / / �
` `\ \\ `\ `♦ ♦ gG�` / c •i 100
It
\ \ \\\ , \ / / / � STM ♦ `\ \ 1 , I , \ I I 1 , , I , ,I , / , / / , � / , ; . . � , / . . / , / � ' '`♦
•� .I11
\ ` ` ♦ `♦ `t I % / �' � � ` \ \ 1 � I I I I I I I I I I f % i / ' / / / i % / ' % ' i / ' ' `
\ ♦ , 1 , ,/ , 101 \\ \ \ ; 1 II , I I , , , � i I , � I I / / / � % i i � / ' ' / l 1 --'� `♦
♦ ` % , ' 1 , \\ 1 I I I II I I I , III I I I I ' / % / i ,
102 /) , 1 1 , / I I I I / / / `` P ' ♦
, \ QP ,
\�� ♦1 / i ___• .___ / , I � • \ \ \ l \ c \ ' � I I'1 1 I � I I I I I I I I I � / / / / / / / 1 I
I / ' __ ____,' J I l l \ \ \ \\ \ \ • 1 1 , I I I I I I 1 / / / / / / I- \ `
/------------------------
1 3
--------------------- 103 `♦ \ `♦ \ `\ `. "` \`'�7 I / i / ' � i 11,
\ I I i i •T `♦ �` o \ \`. �`�`� `. i i J /i / �I i i ! QQS\��
--- //
`------------
1r � ' ` `. `♦ I� ; 1 ' 1 1 \ \ I 1 ! Q`v` I I I I I I , l I 1\ .`
, , I , I I - \ -`. / _ �_-- / `♦ \ I `` `VS�N
\---------------
17+00 17+50 18+00 18+50
GREENWAY TRAIL
SCALE: 1"= 50' HORIZONTAL
V= 5' VERTICAL
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057PRO - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:49 PM LAST SAVED BY: OKAIJA
270
260
250
240
19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50
N
a
E
60 30 15 0 60
1"= 60'
NOTES:
1. ALL PIPE TRENCHES & BEDDING SHALL CONFORM TO TOWN OF
ZEBULON AND CITY OF RALEIGH STANDARDS. WHEN PIPES OR
STRUCTURES ARE INSTALLED ABOVE IN-SITU SOIL, ENGINEERED
FILL OR OTHER TOWN APPROVED MATERIAL SHALL BE USED IN
TRENCH AS REQUIRED BY TOWN OF ZEBULON OR CITY OF
RALEIGH.
2. WATER LINES ARE SHOWN GRAPHICALLY. IT IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE
WATER LINES PER TOWN OF ZEBULON STANDARDS, USING PIPE
DEFLECTIONS AND BENDS, AS REQUIRED, TO AVOID CONFLICT
WITH SERVICE LATERALS AND OTHER UTILITIES, AND MEET TOWN
OF ZEBULON SEPARATION REQUIREMENTS.
3. WATER LINE APPURTENANCES ARE SHOWN GRAPHICALLY. IT IS
THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD
LOCATE APPURTENANCES TO AVOID CONFLICT WITH CURB AND
GUTTER AND OTHER UTILITIES.
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
:ity's public sewer system as shown on this plan. The material and
;onstruction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
amity of Raleigh
Public Utilities Department Permit #
Authorization to Construct
ATTENTION CONTRACTORS:
THE CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR
THE EXTENSION OF WATER, SEWER, AND/OR REUSE, AS
APPROVED IN THESE PLANS, IS RESPONSIBLE FOR
CONTACTING AT LEAST TWENTY FOUR HOURS PRIOR TO
BEGINNING ANY OF THEIR CONSTRUCTION.
=AILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM
'LUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY
OTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL
RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE
WORK IN THE CITY OF RALEIGH
g �U z o
w< Ox
U W F J F
a
� yy H Q=Z 0 H a
�1 a = J
�aoa �w
U®
IT]oa
ZU0.®i
2 >U Z as
uizzf.zof �
w �J o 8
<o
�H .0ZZg0.z o�
P ZX0:
J
WFC W o a oN�
� WSmu�zo w .�a� W w
OWU ♦....♦ gNz
Z� } waw
o Www
�DZrA Wa aa= gym
a4 wQ www aw
cO �, z== J m Q �, N
I� U�� Z�0�¢F- -wo
Z�,Zom==m �&
F OI
®W Oxt=wOw a
QP.0 fn d 0_ J (n d' O
=w
W 0 W
N
�C0`5 �,g w zw
f] W O O o
WW w z a z MW z M N
Z `L `l Z o
r�Z QwLU 0 0t 06 �Z o
r 0
7 Z COO Z Z Z z
W4
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
EXISTING MANHOLE
RIM TO BE ADJUSTED
SAN
X-
i
/
i
�
I
EXISTING
MANHOLE RIM TO BE
ADJUSTED
1.66%
EXISTING GRADE
I
/
I
/
I
PROPOSED
GREENWAY
_
I
— �
I
SANIT,
/
/
I
II
I—
I
I
i2
4' X 4' CONCRETE BOX CULVERTS
II
BURIED V BELOW EXISTING GRADE
------------
---------------
I
-------------_1
1
I
EX. 18 SAN
CONCRETE CRADLE REQUIRED
I--------------
I
---------------
--------------
--------------
I I
-10.5" SEPARATION
------------
---------------
------------I r
--------------- --------------
-------------
---------------
--------------
J--------------
--------------
---------------
--------------
-----------
I I
_______________
______________
I
--------------
-:t 1\
oD
C4
N
N
CD
�
N
CO
V (ZF)
c0
O C'N
c0
V`
1�
c0
M N,
Lq
CD Ll]
M
�
M Cp
M (O
°O
co
M
h
C4 O)
W
00 Q
N
� \O
L{7 C\,
N
\O
O C\,
N
W \O
M Cp
O
W h
M_ C�,
CI'
00 11-
o0
N `�
1�
„
O)
M Ln
c0
N
CT
O !}
1`
-J
CM C\,
N _
O
'Y%
co (p
h
I�
O
L!') OO
Op
M
"
M O)
M
1� 1")
O
d'
(p
N
I`i
LO Q
M
hi
O Cp
O
N `�
c0
N Lrt
W
N Lr
L!'Y
n
co
L{7 �i
n
I�
L{7
n
U(-
n,
,�
LO
n
CC
LO 4i
n
LO
L{7 �i
n
n
Lei �i
n
LLi
L6�
L(7
n
LCj
U(-
n
CC
L(7 h
CC
L(7 v%
n
LO
n
,�
L(7 h
n
Ln h
n
LO
n
,�
Lr>
n
LCj
Uf l 4%
v%
n
M
L(7 h
n
LO h
n,
N
L(7 c1'
n,
C`
L(7 d'
n
vi
n
C�
LO
C
lL7
L(7 CO
�,
L(7
L(7 CO
n
I�
LO CO
n,
O
Ln CO
�,
(A
LO \O
n
CID CO
n
CD CO
CID CO
n,
CD
I
N I
N I
N
N I
N I
N 1
N l
N l
N
N I
N I
N 1
N 1
N I
N 1
N 1
N I
N 1
N I
N 1
N 1
N
N
N I
N 1
N J
N 1
N ♦,
N
N 1
N
N
N 1
N I
N 1
N
N
17+00 17+50 18+00 18+50
GREENWAY TRAIL
SCALE: 1"= 50' HORIZONTAL
V= 5' VERTICAL
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057PRO - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:49 PM LAST SAVED BY: OKAIJA
270
260
250
240
19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50
N
a
E
60 30 15 0 60
1"= 60'
NOTES:
1. ALL PIPE TRENCHES & BEDDING SHALL CONFORM TO TOWN OF
ZEBULON AND CITY OF RALEIGH STANDARDS. WHEN PIPES OR
STRUCTURES ARE INSTALLED ABOVE IN-SITU SOIL, ENGINEERED
FILL OR OTHER TOWN APPROVED MATERIAL SHALL BE USED IN
TRENCH AS REQUIRED BY TOWN OF ZEBULON OR CITY OF
RALEIGH.
2. WATER LINES ARE SHOWN GRAPHICALLY. IT IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE
WATER LINES PER TOWN OF ZEBULON STANDARDS, USING PIPE
DEFLECTIONS AND BENDS, AS REQUIRED, TO AVOID CONFLICT
WITH SERVICE LATERALS AND OTHER UTILITIES, AND MEET TOWN
OF ZEBULON SEPARATION REQUIREMENTS.
3. WATER LINE APPURTENANCES ARE SHOWN GRAPHICALLY. IT IS
THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD
LOCATE APPURTENANCES TO AVOID CONFLICT WITH CURB AND
GUTTER AND OTHER UTILITIES.
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
:ity's public sewer system as shown on this plan. The material and
;onstruction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
amity of Raleigh
Public Utilities Department Permit #
Authorization to Construct
ATTENTION CONTRACTORS:
THE CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR
THE EXTENSION OF WATER, SEWER, AND/OR REUSE, AS
APPROVED IN THESE PLANS, IS RESPONSIBLE FOR
CONTACTING AT LEAST TWENTY FOUR HOURS PRIOR TO
BEGINNING ANY OF THEIR CONSTRUCTION.
=AILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM
'LUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY
OTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL
RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE
WORK IN THE CITY OF RALEIGH
g �U z o
w< Ox
U W F J F
a
� yy H Q=Z 0 H a
�1 a = J
�aoa �w
U®
IT]oa
ZU0.®i
2 >U Z as
uizzf.zof �
w �J o 8
<o
�H .0ZZg0.z o�
P ZX0:
J
WFC W o a oN�
� WSmu�zo w .�a� W w
OWU ♦....♦ gNz
Z� } waw
o Www
�DZrA Wa aa= gym
a4 wQ www aw
cO �, z== J m Q �, N
I� U�� Z�0�¢F- -wo
Z�,Zom==m �&
F OI
®W Oxt=wOw a
QP.0 fn d 0_ J (n d' O
=w
W 0 W
N
�C0`5 �,g w zw
f] W O O o
WW w z a z MW z M N
Z `L `l Z o
r�Z QwLU 0 0t 06 �Z o
r 0
7 Z COO Z Z Z z
W4
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" __M
CAD I. D.: PRO
PROJECT: AUTUMN
LAKES
PHASE III
FOR
LEil
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
TMO TOT L ]E TD-)
JD
10-1 ENGINEERING 9
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
GREENWAY
PLAN AND
PROFILE
SHEET NUMBER:
C-6,10

290
280
270
260
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
GREENWAY ACCESS I
SCALE: 1"r 50 ' HORIZONTAL
1 "= 5 ' VERTICAL
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057PRO - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:49 PM LAST SAVED BY: OKAIJA
290
280
270
260
I
M
'L
50 25 12.5 0 50
1 "= 50'
280
270
260
250
-----------
N
g
~
�U
z o
w ox
,F`
U W
F J F
a
t�
= Q
3 w
PROPOSED GREENWAY
ACCESS TRAIL
H Q
I
�
<a
a
Ua®
o W 0 Z o
Z
5-
as
w
2 > U
w Z Z> Z
, �
'z -C
a
PROPOSED
GREENWAY
ACCESS TRAIL
[�
Z�"
0� Z J
QOOwQQa
m
g=�
w Z w
U K
m to Zmi
w
OWU
z°-
♦����♦
\
\
EXISTING GRADE
}
U W
O
�z�
wa aa==m
EXISTING GRADE
z U
z
or�
aa> a
w Q WWW
Z== m
�o
aw
I�
U P
J
� J W
a N
ski
��H
2Wm=2m
V
low
J F
0 W
O=t=wO
a
waaJcntr
�o
U
U
w �
W
�,
\
0�5
it w
iw
f]Wz� w
O 0-
�
o } W W
w z¢ z g z
�Pa
ZY�
o
930
Q W OO}>.=
o
U)3:U)3�W
Z)zmzzz
\
w4
\
\
\
o
p
CD co
m ao
cc o0
I--
Lr)
oc\7
00 00
am r1-
am �
am N
0)
N
N
C14
�
ti
M
h
CD
LO
o
LO
NN
NN
NN
NN
NN
NN
NN
NN
C\JN
NN
NN
NN
NN
NN
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
GREENWAY ACCESS I
SCALE: 1"r 50 ' HORIZONTAL
1 "= 5 ' VERTICAL
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057PRO - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:49 PM LAST SAVED BY: OKAIJA
290
280
270
260
I
M
'L
50 25 12.5 0 50
1 "= 50'
280
270
260
250
-----------
N
9+50 10+00 10+50 11+00 11+50 12+00 12+50
GREENWAY ACCESS 2
SCALE: V= 50 ' HORIZONTAL
1"= 5' VERTICAL
13+00 13+50 14+00 14+50
280
270
260
250
IN
M
50 25 12.5 0 50
1 "= 50'
NOTES:
1. ALL PIPE TRENCHES & BEDDING SHALL CONFORM TO TOWN OF
ZEBULON AND CITY OF RALEIGH STANDARDS. WHEN PIPES OR
STRUCTURES ARE INSTALLED ABOVE IN-SITU SOIL, ENGINEERED
FILL OR OTHER TOWN APPROVED MATERIAL SHALL BE USED IN
TRENCH AS REQUIRED BY TOWN OF ZEBULON OR CITY OF
RALEIGH.
2. WATER LINES ARE SHOWN GRAPHICALLY. IT IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE
WATER LINES PER TOWN OF ZEBULON STANDARDS, USING PIPE
DEFLECTIONS AND BENDS, AS REQUIRED, TO AVOID CONFLICT
WITH SERVICE LATERALS AND OTHER UTILITIES, AND MEET TOWN
OF ZEBULON SEPARATION REQUIREMENTS.
3. WATER LINE APPURTENANCES ARE SHOWN GRAPHICALLY. IT IS
THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD
LOCATE APPURTENANCES TO AVOID CONFLICT WITH CURB AND
GUTTER AND OTHER UTILITIES.
Sewer Collection / Extension System
City of Raleigh consents to the connection and extension of the
s public sewer system as shown on this plan. The material and
struction methods used for this project shall conform to the
dards and specifications of the City's Public Utilities Handbook.
of Raleigh
lic Utilities Department Permit #
lorization to Construct
AI 1 tN I IVN I.VNI KAI:I VKJ:
THE CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR
THE EXTENSION OF WATER, SEWER, AND/OR REUSE, AS
APPROVED IN THESE PLANS, IS RESPONSIBLE FOR
CONTACTING AT LEAST TWENTY FOUR HOURS PRIOR TO
BEGINNING ANY OF THEIR CONSTRUCTION.
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM
PLUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY
OTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL
RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE
\A/(lRll IN THF r.ITY r1F RAI FIr4H
g
~
�U
z o
w ox
,F`
U W
F J F
a
t�
= Q
3 w
U®44
H Q
I
�
<a
a
Ua®
o W 0 Z o
Z
5-
as
w
2 > U
w Z Z> Z
, �
'z -C
a
PROPOSED
GREENWAY
ACCESS TRAIL
[�
Z�"
0� Z J
QOOwQQa
m
g=�
w Z w
U K
m to Zmi
w
OWU
z°-
♦����♦
\
\
}
U W
O
�z�
wa aa==m
EXISTING GRADE
z U
z
or�
aa> a
w Q WWW
Z== m
�o
aw
I�
U P
J
� J W
a N
��H
2Wm=2m
V
low
J F
0 W
O=t=wO
a
waaJcntr
�o
U
U
w �
W
�,
\
0�5
it w
iw
f]Wz� w
O 0-
�
o } W W
w z¢ z g z
�Pa
ZY�
o
930
Q W OO}>.=
o
U)3:U)3�W
Z)zmzzz
w4
\
o
36" RCP
\
\
V�N
;\
CN
CO
ii 1\�
U_> C00
O
I\�
Q
O
1\r
M
O
1\R
C9r
CO
NR
CDS
OO
`�M
GO
coCO
Q(V
CDW
GO
O)
COQ
CN
GD
d0
� ��
lr�
d0
�m
O
M,
M
M,to
O
v1)
M
1—
CN
cM
In
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
C\JN
C�\1N
C\1N
NN
NN
9+50 10+00 10+50 11+00 11+50 12+00 12+50
GREENWAY ACCESS 2
SCALE: V= 50 ' HORIZONTAL
1"= 5' VERTICAL
13+00 13+50 14+00 14+50
280
270
260
250
IN
M
50 25 12.5 0 50
1 "= 50'
NOTES:
1. ALL PIPE TRENCHES & BEDDING SHALL CONFORM TO TOWN OF
ZEBULON AND CITY OF RALEIGH STANDARDS. WHEN PIPES OR
STRUCTURES ARE INSTALLED ABOVE IN-SITU SOIL, ENGINEERED
FILL OR OTHER TOWN APPROVED MATERIAL SHALL BE USED IN
TRENCH AS REQUIRED BY TOWN OF ZEBULON OR CITY OF
RALEIGH.
2. WATER LINES ARE SHOWN GRAPHICALLY. IT IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE
WATER LINES PER TOWN OF ZEBULON STANDARDS, USING PIPE
DEFLECTIONS AND BENDS, AS REQUIRED, TO AVOID CONFLICT
WITH SERVICE LATERALS AND OTHER UTILITIES, AND MEET TOWN
OF ZEBULON SEPARATION REQUIREMENTS.
3. WATER LINE APPURTENANCES ARE SHOWN GRAPHICALLY. IT IS
THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD
LOCATE APPURTENANCES TO AVOID CONFLICT WITH CURB AND
GUTTER AND OTHER UTILITIES.
Sewer Collection / Extension System
City of Raleigh consents to the connection and extension of the
s public sewer system as shown on this plan. The material and
struction methods used for this project shall conform to the
dards and specifications of the City's Public Utilities Handbook.
of Raleigh
lic Utilities Department Permit #
lorization to Construct
AI 1 tN I IVN I.VNI KAI:I VKJ:
THE CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR
THE EXTENSION OF WATER, SEWER, AND/OR REUSE, AS
APPROVED IN THESE PLANS, IS RESPONSIBLE FOR
CONTACTING AT LEAST TWENTY FOUR HOURS PRIOR TO
BEGINNING ANY OF THEIR CONSTRUCTION.
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM
PLUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY
OTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL
RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE
\A/(lRll IN THF r.ITY r1F RAI FIr4H
REVISIONS
REV DATE COMMENT BY
1 1-22-19 PER TOWN COMMENTS SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" __M
CAD I. D.: PRO
PROJECT: AUTUMN
]LAKES
PHASE III
FOS
LEil
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
TDI Ta00��
ENGINEERING NO, IPILILC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
SHEET NUMBER:
C-6,11
g
~
�U
z o
w ox
,F`
U W
F J F
a
t�
= Q
3 w
U®44
H Q
I
�
<a
a
Ua®
o W 0 Z o
Z
5-
as
w
2 > U
w Z Z> Z
, �
'z -C
a
w4
J Ur
20 W. T (XD:
o N
[�
Z�"
0� Z J
QOOwQQa
m
g=�
w Z w
U K
m to Zmi
w
OWU
z°-
♦����♦
gNz
waz
}
U W
O
�z�
wa aa==m
z U
z
or�
aa> a
w Q WWW
Z== m
�o
aw
I�
U P
J
� J W
a N
��H
2Wm=2m
V
low
J F
0 W
O=t=wO
a
waaJcntr
�o
U
U
w �
W
�,
W
o z
0�5
it w
iw
f]Wz� w
O 0-
�
o } W W
w z¢ z g z
�Pa
ZY�
o
r�Z
Q W OO}>.=
o
U)3:U)3�W
Z)zmzzz
w4
REVISIONS
REV DATE COMMENT BY
1 1-22-19 PER TOWN COMMENTS SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" __M
CAD I. D.: PRO
PROJECT: AUTUMN
]LAKES
PHASE III
FOS
LEil
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
TDI Ta00��
ENGINEERING NO, IPILILC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
SHEET NUMBER:
C-6,11

PATRICIA K. WESTOIVER
DB 8231, PG. 1844
TAX PIN: 2706548655
ZONING: R-20
-1w
CHARLES DENNIS DEBIIIAM
YVONNE A. DEBNAM
DB 8476, PG. 1626
TAX PIN.- 2706744179
ZONING.- R-20
l CHARLES DENNIS DE-SAAM
l WONNE A. DEBAAM
ADB 11497, PG. 068
\- _i ---------' L6 L7 TROY CURTIS DEAN I I
TAX FIN:2706746107
- - - - - 7- JACKIE C. DEAN I I I ZONING: R-20
DB 8192, PG. 1003
......... ZONING- R-20
12
Lp . ....... .
.gA z.7. I CHARLES DENNIS DEBNAM
Yl/ONNE A. DEBNAM
. . . . . . . . . . . . . . .
6.
/ T � I �\��-.-.- �A �� -
. 7... OB 11497, PG. 068
�y M F ....... o X PIN: 27068400
`� IIIIII, I"... II ll/ I I \' ' \ ,�. --A . - - - - - - - •.�
I `-I 111111,1 „// `\ ' 1 '\ \ /
,\-,----- - - - - _-r-- _--_ --- - ZONING. R-20
-
/;; ADD. 20' ZONE 2 BUFFER (TYP.J, / : /'/-- rr
\, DR41MGE � --� - - � -1 - - - - - - - - . . . . . �
30' ZONE 1 BUFFER (TYPJI / lL I -7-
All
,' ''' %'P/PE - ^ _
♦\♦
I I I �_- - 1 / / 11 11 ` " i � , / ,<_ \ I .� / ,, i >`- \ \ \ ♦ \ `\ `� \ 777
111 'Y -- __� � \ `\\` �r , ✓ y-. ` \ ,''%r' , , ,i i, / . f \ \ \�`�` `�\\� `�l�•� ` .I�. I
' 1'i, Irte
I Illi I 1 I 1 / . \ \ . • , _ _
EXISTING POND
i^ii `� - JURISDICTIONAL '' � - �: -- \ \ <o. . . . . .
I A 61 z FP �tP 8
1 I; 111 �hl, ' ; ; �'�� TEMP. SKIMMER BASIN 3 f!/ /' /' ' I l 63 -�_
/ „, , /, ,, , \ ;, \\ _ <9� •
WETLANDS TRIBUTARY AREAyP�-100-O` t4
' I'I AREA (HATCHED) 11' 1,1 , 1 __` , ; I , , / ; / ;/// , 1 1 \ \r \ 1 :\\ ���
1 11 1 1111 I .l.' ; -�=--: I I ' , , , 1 `/•I, / /,�//t \ \ \ \ \ \ - � \ _ , ` ," .'' - ' ' __ _ \ .S ��//�r /
- -�/, f 1 , `\\ I It; _ '/--- ___- 264 INVESTMENTS LL
TEMP. SEDIMENT BASIN 4 \` / // / / '
MO ///' 30 ZONE 1 BUFFER (TYP.)
%', - ', ; ,' .` \ \ \ ;` ,;, /;' ;,,;- DB 16478 PG. 1)90
\. 1 '�K, / '.�`, J �,\ � �`:\ TRIBUTARY AREA = 8.96 AC �: - �'`�� �' ,I%;, /��/�',; � �''=' %" - _ -� '
\\ \ \{ \'.''',- - `, ` \` \ `:,``\ `.`` _`----- `.\ ♦__ :\, \ 11111'11 ; '/ �' /,/, ADD. 20' ZONE TAX PIN: 27068198521
R \,\\, \\\ \.1 , /J - _ -, -C % / r .( :\\ ♦♦. ` � --- - - _ ♦ . `, \ 111 111,1 ,/ -� , Q
BOER LLC i' ' `r in-- ` ' r�! / ' :( ' ' --- \�`: \ \`:\S`:� . - c \� ` 1' \\1 // / 'i/i�BUFFER TYP. `\ ~
ZONING- R-13-SUD
DB 15435 PG. 765
\ 1 �11, Ip ,� � _ ` ♦�♦ \\ ♦ _ 11,1 r, / llll , \ \
TAX PIN- 2706427500
I I „ A\
ZONING- R-I3-SUD ► 11,11,_-- - Is
_ ' �,- _ _ - , , / 111{ , _ '1 1 \\ .\\ ♦ \ \ \ , 1`
L•A
�9° „ / 11 11 �. - '/ •) ''/' /// /'' __ _-ham' `\\`,\„' \ \\II I, 1/i'//i/ �`\I \}I // ,,.
,, /, ,; /-'r`=_\`\„{\, ,\` t�„I,, ,, l\I \_\
FLAGGED / , i . .''' �--- ` {\, r \ \ I I / / / , ,- ; _ \,, L \r\�,�1
WETLANDS _-_, ,'' • , , / / -'� _ _ \\ {\ 1 / ,, / ,'"
1j1 \ I I � _ . /,1, / ,, . --- _ - _ ,1111 \ 1 I 1 /// /r • /11 ,,, ,l/l ///, , �- �^
�;1{\.,\ ♦ , , I , �,\� sa ' 1 '� `\_ ` `1 Illl� 1 '111% ' ', ; l' `��``;• \i't T,�I /;;, ,, r,/;
(HATCHED). -
/J I I � \ / •Y� \ '�\ I -_ / Y _�� --'- 1 r / / / / , /'' ___ - / 1 I I { 1 I I , , 1 , _ - .- - \' , I'I '11'11 I I 1 I I 1 1 1 / , /, , /,, i�
/ i I i i O ♦\� r .��, \ `\ ' / I \ \ \ ,3'' ' I - / / ,/ , - II' i ,.=,_�ca�c - / / '/' / / , / -- _ �-y i /'rl 1 Iyl , .,. .,, .` \ I 1 I , 1 1 , 1 1 I / l / / / i A - - - - - -
-
/ \ %` O �G' \ , / , 1 I I, ,. ,, 1,1 \' ,// j�� __>__ >; _�\`\\\\ \ / _ III✓ ♦ ice.. , 1! 111 /l/% 1
,o
1 � \ y= , \ I I 1 1 , .�, � ,.[1"J . -,�-. I _ � �� . �•,,,, -_ ..`\\0 „_ _ l 1 ' I I \ , 1 I I 1 r ,11 : : ` I , 1//``t '/„ ,,,, /, ', // ,
`i� � 1 \ I I 1/ � , / � T'- ''--'/ 1 1 � \,\-.y-/ \��Iln� \l ♦ I I / `i' 1 1 1 _ � \ I I r /l/ Il 1/ l l /
55,109 SF FLAGGE
\ ��
pp 1/ 1 1 I I 1. l' r' WETLAND - d
1 1 I I , 1 AREA HATCHE
J I ,
�__-� <� f \. -26429 SF FLAGGED , 1 I '>�,-.,%. /, /',�__ _ ,/;�' •` '
WETLANDS
AREA (HATCHED) J
l ADD. 20'
l BUFFER (TYP L 1 1 lI ; 'w- %\ 1 1 ; ..
BOEX, LLC - • , , r / , 1 I , EXISTING AGRICULTURAL POND ' I \
/ l / l 11 1 �� C � - T:-(:�.� ♦
DB 15435, PG. 765 JURISDICTIONAL
TAX FIN: 2706427500 /c��1;'
ZONING: R-13-SUD � , �/�/ �: � // /
`moo ,�,� � l ; �� � /' %I�
rX/STING AGRICULTURAL POND
JURISDICTIONAL
MATCHLINE: SEE SHEET
MATCHLINE: SEE SHEET h u ' /
A
1 `\\,\ y
/; ``,\ �,, \,�,.�_ .,� Vii, ,� � �/ � _.. ; I� _ � � - � � . � � ,\�,' ,�`�,,; �_ , , � � �\ `♦�.�
\`\\ \` L �7 s - I L� 1 OW II �ING T�RJ / \ ✓� C1 \\ \ \ \� , , `
`I -
� 11
I I
70
SR
82`/ _ ` -_--
% SUBJECT TO BLANKET --
EASEMENTS TO CP&L AS
ESCRIBED IN DB 1981, PG.
05, DB 2210, PG. 370 AND
DB 3133, PG 745
GAY
FAMIL Y
LIMITED
PARTNERSHIP
DB
10883,
PG.
2346
TAX
PIN:
2706601306
ZONING:
R- IJ -50
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057OA0 - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:50 PM LAST SAVED BY: SKEIDEL
III`
\\'I-
TEMP. CONSTRUCTION
ENTRANCE AND
CONCRETE WASHOUT
/// 11111
1
I I
3.
/ 1
/ / I , / � / ; , \ \ \\ ,\ \ \ \ \\` \ ��.�� �.��_�. .-,\ � � -. �� \` \�\I �, ,11'11 11 jI I I 1 I � 1 � 1 `\ \•',
SKIMMER
TARY AREA - 3.53 AC ' , 1 1 1 1 III �1 \ �`\ - _ ` ,1 \\ ♦tl , l l l l \ \ I I, 1 , 1 /
TEMP. SEDIMENT BASIN
TRIBUTARY AREA = 9.36
N.
// /, '/ \ \ \\\♦\` \\� � ;_ • \, ,1 1 ,, 11 "'l l'"I'll
"W 712.05' j 165 / �I� �pJv
EX. FENCE
RICHARD PATRICK 10YNER
DB 8919 PG 956
MB 1995, PG. 171
TAX PIN: 2706700901 /
ZONING.- R-20
J
4
O`D B(j/v R040
SR
A'EF 'oUB�/C X2,320
SEE NCOOT RZly (6O�)
Aozo,,L1E /,PP� FC15 8p182¢
]EROSION CONTROL LEGEND
REV
PROPOSED NOTE
TYPICAL NOTE TEXT
SF SF
SILT FENCE
LOD LOD
LIMITS OF DISTURBANCE
TPF TPF
TREE PROTECTION FENCE
26. A MINIMUM OF 1 SILT FENCE OUTLET PER LOT IS REQUIRED AND IS TO BE FIELD LOCATED AT LOW POINTS.
TEMPORARY CONTOUR
MORE OUTLETS MAY BE REQUIRED TO PREVENT SEDIMENT FROM LEAVING THE LOT. REFER TO DETAIL
F IJL
10
10
KOM
PROP. 30'X 50' CONST. ENTRANCE
TEMPORARY BAFFLE
0 <0<
CONCRETE WASH
®
SILT FENCE OUTLET
Iqur
CHECK DAM
- DD - - DD
DIVERSION DIKE
EROSION CONTROL NOTES:
1. A LAND DISTURBANCE PRE -CONSTRUCTION MEETING IS REQUIRED PRIOR TO ANY DISTURBANCE ON THE
SITE.
2. ALL CONSTRUCTION SHALL COMPLY WITH NCDEQ AND LOCAL JURISDICTION'S STANDARDS AND
SPECIFICATIONS.
3. LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN FROM THE BEST AVAILABLE RECORDS
AND FROM A SURVEY OF ABOVE GROUND FEATURES. ALL EXISTING UTILITY LOCATIONS MUST BE
INDEPENDENTLY CONFIRMED BY THE CONTRACTOR PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
4. SITE GRADING AND EXCAVATION MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS,
SPECIFICATIONS, AND RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS
PLAN SET, EXCAVATION AND EARTH MOVING OPERATIONS MUST BE PERFORMED UNDER THE SUPERVISION
OF THE OWNER'S GEOTECHNICAL ENGINEER
5. FOOTING EXCAVATIONS SHALL BE CONTINUOUSLY DEWATERED DURING CONSTRUCTION TO PREVENT
SETTLEMENT AND SEDIMENT DEPOSIT.
6. ALL TEMPORARY DIVERSIONS MUST BE INSTALLED WITH POSITIVE DRAINAGE AND SHALL OPPOSE EXISTING
GRADE WHEN NECESSARY TO PROVIDE A MINIMUM OF 0.5% LONGITUDINAL SLOPE.
7. ALL ADJACENT ROADWAYS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF EACH WORK DAY TO
REMOVE SEDIMENT FROM THE ROAD SURFACE.
8. ALL EROSION CONTROL MEASURES MUST BE INSPECTED AND PROPERLY MAINTAINED AT THE END OF EACH
WEEK AND AFTER EVERY RAINFALL EVENT. IF ANY FAILURES ARE FOUND, THEY SHOULD BE REPAIRED AS
SOON AS POSSIBLE.
9. INSTALL ADDITIONAL EROSION CONTROL MEASURES AS REQUIRED TO PREVENT SEDIMENT FROM LEAVING
THE SITE.
10. GROUND STABILIZATION MUST OCCUR WITHIN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN
3:1, AND GROUND STABILIZATION MUST OCCUR WITHIN 14 DAYS ON OTHER AREAS.
11. BASIN OUTLET STRUCTURES WITH DRAINAGE AREAS EQUAL OR GREATER THAN ONE ACRES MUST
WITHDRAW WATER FROM THE SURFACE.
12. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY THE LOCAL EROSION
CONTROL INSPECTOR.
13. ALL ELEVATIONS ARE IN REFERENCE TO THE SURVEYORS BENCHMARK WHICH MUST BE VERIFIED BY THE
GENERAL CONTRACTOR PRIOR TO GROUND BREAKING.
14. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE CONSTRUCTED AT 2:1
(HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENT SLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE
MOWING IS DESIRABLE AND AS INDICATED. IF FILL MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE
MATERIAL IS HAULED FROM THE PROPERTY THEN THE CONTRACTOR SHALL DISCLOSE THE LOCATION OF ANY
ON-SITE AND/OR OFF-SITE BARROW LOCATION AND/OR WASTE BURIAL LOCATION TO THE EROSION CONTROL
INSPECTOR.
1r,. LIMITS OF DISTURBANCE SHOWN ARE BASED ON CUT AND FILL SLOPES OR OTHER GRADING REQUIREMENTS.
16. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES AS INDICATED PRIOR TO GRADING
OPERATIONS. NO DEVICE MAY BE REMOVED WITHOUT APPROVAL FROM EROSION CONTROL COORDINATOR.
17. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTING CONTOURS.
18. ALL DISTANCES ARE HORIZONTAL GROUND.
19. ANCHOR SILT FENCE WITH COMPACTED BACKFILL ON TREE PROTECTION ZONES. DO NOT BURY.
20. ANY ASSOCIATED DEMOLITION PERMITS AND METHODS OF DEMOLITION ARE TO BE OBTAINED AND
ARRANGED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
21. SEDIMENT TRAPS AND BASINS NEED TO BE STABILIZED IMMEDIATELY AFTER INSTALLATION.
22. STONE OUTLETS SHOULD BE INSTALLED AT LOW POINTS OF THE SILT FENCING, BASED ON FIELD CONDITIONS.
23. LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN FROM THE BEST AVAILABLE RECORDS
AND FROM A SURVEY OF ABOVE GROUND FEATURES. ALL EXISTING UTILITY LOCATIONS MUST BE
INDEPENDENTLY CONFIRMED BY THE CONTRACTOR PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
24. CONTRACTOR SHALL PERFORM PRACTICES AND PROCEDURES WHICH MINIMIZE AND PREVENT AIRBORNE
DUST OR OTHER PARTICLES FROM OCCURRING. PARTICLES WHICH CAN BE PICKED UP AND CARRIED BY WIND
IF
REVISIONS
REV
IT
COMMENT
0
1
1-22-19
PER TOWN COMMENTS
z o
W-- " 0 x
0_,
J F
25. REFER TO DETAIL D-1.8 FOR SEEDING SCHEDULE
26. A MINIMUM OF 1 SILT FENCE OUTLET PER LOT IS REQUIRED AND IS TO BE FIELD LOCATED AT LOW POINTS.
DRAWN BY: SJK
MORE OUTLETS MAY BE REQUIRED TO PREVENT SEDIMENT FROM LEAVING THE LOT. REFER TO DETAIL
F IJL
10
10
SHEET FOR TYPICAL LOT EROSION CONFIGURATIONS.
DATE: 10-26-18
SCALE: 1" _ sm
0 <0<
w
�
(�
z a
J Q
Z
o
w
zEn
°¢�F °
> U O
wZZ>Z
Z
z,
Oww¢=zF
aw
oti
'We
J
J 0 Z <
O O w¢ Q
o J z
WZ
�
m
m U Z UX 3:
o� w
owu
......
o�=
w
�wP4
P4of
W
0 W
m w
2
�Zu�2
'�1< aa=
om
�
W ¢ a w - w
oo
w 0
r o w
z P4 l_l
�
= Ls
° 00
a s
Z
,�®W
j J F U
O=�w10[5a�
O
(n d d J (n �'
QP•I
w
w
cn
oz
p 0
o 0
0 U
F�
r
Y
> z z z
Z J Y Y Z
oLL
JW
ZZ
¢ W ZO O} =
o
\�
I-�wF-
a ww w 0
O
0
0 Z m Z Z Z
IF
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
25. REFER TO DETAIL D-1.8 FOR SEEDING SCHEDULE
26. A MINIMUM OF 1 SILT FENCE OUTLET PER LOT IS REQUIRED AND IS TO BE FIELD LOCATED AT LOW POINTS.
DRAWN BY: SJK
MORE OUTLETS MAY BE REQUIRED TO PREVENT SEDIMENT FROM LEAVING THE LOT. REFER TO DETAIL
CHECKED BY: MAR
SHEET FOR TYPICAL LOT EROSION CONFIGURATIONS.
DATE: 10-26-18
SCALE: 1" _ sm
��DDp-1.9
ST®C L����� A�` ®���v
CAD I. D.: OA1
SHOULD BE PROTECTED WITH A TEMPORARY COVER OR KEPT UNDER CONTROL WITH WATER TO PREVENT
PARTICLES FROM BECOMING AIRBORNE AND FROM EXISTING THE SITE PERIMETER. WATER TRUCKS OR
OTHER DUST CONTROL AGENTS SHALL BE USED AS NEEDED DURING CONSTRUCTION TO MINIMIZE DUST
NOT APPROVED FOR
GENERATE ON THE SITE. DUST CONTROL MUST BE PROVIDED BY THE CONTRACTOR TO A DEGREE THAT IS IN
COMPLIANCE WITH FEDERAL, LOCAL, AND STATE DUST CONTROL REGULATIONS. THE USE OF MOTOR OILS
CONSTRUCTION
AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.
PROJECT No.: N C 6 057
R1 2
25. REFER TO DETAIL D-1.8 FOR SEEDING SCHEDULE
26. A MINIMUM OF 1 SILT FENCE OUTLET PER LOT IS REQUIRED AND IS TO BE FIELD LOCATED AT LOW POINTS.
DRAWN BY: SJK
MORE OUTLETS MAY BE REQUIRED TO PREVENT SEDIMENT FROM LEAVING THE LOT. REFER TO DETAIL
CHECKED BY: MAR
SHEET FOR TYPICAL LOT EROSION CONFIGURATIONS.
DATE: 10-26-18
SCALE: 1" _ sm
��DDp-1.9
ST®C L����� A�` ®���v
CAD I. D.: OA1
1. A 25 -FOOT TEMPORARY MAINTENANCE AND ACCESS EASEMENT SHALL BE AROUND ALL PROPOSED
STOCKPILES (EROSION CONTROL MEASURES SURROUNDING THE
2. STOCKPILE SHALL BE SHOWN AT THE OUTER LIMIT OF THIS EASEMENT).
3. STOCKPILE FOOTPRINTS SHALL BE SETBACK A MINIMUM OF 25' FROM ADJACENT PROPERTY LINES.
4. STOCKPILE HEIGHT SHALL NOT EXCEED 35 FEET.
5. STOCKPILE SLOPES SHALL BE 2:1 OR FLATTER.
6. STOCKPILING MATERIALS ADJACENT TO A DITCH, DRAINAGEWAY, WATERCOURSE, WETLAND, STREAM BUFFER,
OR OTHER BODY OF WATER SHALL BE AVOIDED UNLESS AN ALTERNATIVE LOCATION IS DEMONSTRATED TO BE
UNAVAILABLE.
7. ANY CONCENTRATED FLOW LIKELY TO AFFECT THE STOCKPILE SHALL BE DIVERTED TO AN APPROVED BMP.
8. OFF-SITE SPOIL OR BORROW AREAS MUST BE IN COMPLIANCE WITH WAKE COUNTY LIDO AND STATE
REGULATIONS. ALL SPOIL AREAS OVER AN ACRE ARE REQUIRED TO HAVE AN APPROVED SEDIMENT CONTROL
PLAN. DEVELOPER/CONTRACTOR SHALL NOTIFY WAKE COUNTY OF ANY OFFSITE DISPOSAL OF SOIL, PRIOR TO
DISPOSAL. FILL OF FEMA FLOODWAYS AND NON -ENCROACHMENT AREAS ARE PROHIBITED EXCEPT AS
OTHERWISE PROVIDED BY SUBSECTION 14-19-2 OF THE WAKE COUNTY UNIFIED DEVELOPMENT ORDINANCE
(CERTIFICATIONS AND PERMITS REQUIRED).
9. SEEDING OR COVERING STOCKPILES WITH TARPS OR MULCH IS REQUIRED AND WILL REDUCE EROSION
PROBLEMS. TARPS SHOULD BE KEYED IN AT THE TOP OF THE SLOPE TO KEEP WATER FROM RUNNING
UNDERNEATH THE PLASTIC.
10. IF A STOCKPILE IS TO REMAIN FOR FUTURE USE AFTER THE PROJECT IS COMPLETE (BUILDERS, ETC.), THE
FINANCIAL RESPONSIBLE PARTY MUST NOTIFY WAKE COUNTY OF A NEW RESPONSIBLE PARTY FOR THAT
STOCKPILE.
11. THE APPROVED PLAN SHALL PROVIDE FOR THE USE OF STAGED SEEDING AND MULCHING ON A CONTINUAL
BASIS WHILE THE STOCKPILE IS IN USE.
12. ESTABLISH AND MAINTAIN A VEGETATIVE BUFFER AT THE TOE OF THE SLOPE (WHERE PRACTICAL).
PHASE I ]EROSION CONTROL CONSTRUCTION
SEQUENCE
1. SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE ENVIRONMENTAL CONSULTANT. OBTAIN A
LAND -DISTURBING PERMIT.
2. POST REQUIRED DOCUMENTS NEAR THE PLANNED CONSTRUCTION EXIT, AND WITHIN EASY ACCESS TO THE
GENERAL PUBLIC WITHOUT ENTERING THE SITE.
2. PRIOR TO ANY CLEARING OR INSTALLATION OF EROSION CONTROL DEVICES, CONTRACTOR SHALL
STAKE/FLAG THE LOD (WHERE STAKING IS NOT POSSIBLE/PRACTICAL, THE LOD MUST BE CONSPICUOUSLY AND
PROMINENTLY MARKED TO DENOTE THE BOUNDARY). LOD MUST REMAIN CONSPICUOUSLY MARKED
THROUGHOUT THE ENTIRE CONSTRUCTION PROJECT. NO DISTURBANCE IS TO TAKE PLACE BEYOND THE LOD.
3. INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT BASINS, OR OTHER
MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES.
SEED TEMPORARY DIVERSIONS, BERMS, AND BASINS IMMEDIATELY AFTER CONSTRUCTION.
4. CONTRACTOR TO BLOCK ALL POSSIBLE ENTRANCES TO THE SITE BESIDES APPROVED CONSTRUCTION
ENTRANCE WITH FENCING AND ORANGE BARRELS.
5. STABILIZE SIDE SLOPES, AND ALL SIDES OF EMBANKMENTS OR SLOPES OF TEMPORARY SEDIMENT BASINS
IMMEDIATELY UPON COMPLETION, AS SPECIFIED ON THE EROSION CONTROL PLANS.
6. CALL ENVIRONMENTAL CONSULTANT FOR AN ONSITE INSPECTION BY THE ENVIRONMENTAL CONSULTANT TO
OBTAIN A CERTIFICATE OF COMPLIANCE.
7. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED.
8. ROUGH GRADE THE SITE, ADJUSTING BMPS AS NEEDED TO PREVENT EXCESS SEDIMENTARY RUNOFF AS THE
SITE IS BROUGHT UP TO GRADE.
9. WHEN DEMOLITION IS COMPLETED, ALL APPLICABLE EROSION AND SEDIMENT CONTROL MEASURES ARE TO
REMAIN AND BE PROPERLY MAINTAINED FOR PHASE 2 OF THE EROSION CONTROL PLANS. COORDINATE WITH
EROSION SITE INSPECTOR PRIOR TO THE REMOVAL OF ANY EROSION CONTROL MEASURES.
10. UPON COMPLETION AND INSPECTION OF PHASE 1 AND GIVEN APPROVAL FROM EROSION SITE INSPECTOR, THE
CONTRACTOR IS TO COMMENCE WITH PHASE 2 AS SHOWN ON SHEETS C-7.5 TO C-7.8.
11. APPROVED/CERTIFIED INSPECTOR/PROFESSIONAL ENGINEER SHALL INSPECT ALL PHASE I EROSION CONTROL
FEATURES WITHIN 7 DAYS OF COMPLETION OF INSTALLATION.
NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION -RELATED ACTIVITIES CONCURRENTLY, ONLY
IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. THE CEC MUST
APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE IMPLEMENTATION SEQUENCE, BEFORE THEIR
IMPLEMENTATION BEGINS.
THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE
CONTRACTOR.
0
QN1
ON
s
200 100 50 0 200
1 "= 200'
PROJECT: Au rUMN
]LAKES
PHASE III
FOR
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE: 1
EROSION
CONTIR0L
DIRAINAGE
A]REA PLAN
SHEET NUMBER:
C-7,0

- , II• �"II
1
III II
I , I
III I
III � JJ
IIII I II
III I II
I I II
illi �I�III
1 I � ;IIII; ;III
1 I, I I III I
II; I I 111I ;
1111 iy' ;I
I I 1 1 I
1 II
I I
I I I I I I I-
1 II ''IIII 11
-111
I 1 111 I I
III ' 11 1 1
!III
` -
I, I
1 , 11 ll 111, �--
\,L
11
—
\
1 11 111
' 1j 111' II i-
'\ F III '11111
1 � III 11 I;;A 11
11 1 "I II jli�L
II
iyuT-
1
�II ,111 I
I ,
----
1
\ I
I
, T■'I I I 1 �-
I
I
I
I ,
, , I 1 1 t
1 \ I I L
1^---------
\ r t I
y
(, MCO/I/L T/ P
,
a,
l
I
1
1
, 1
11
vpm SON�mIR mM\.^mm1�.
/41/11
INV/=$51
\ 1 _
I
I ,
PHASE 1 TEMP. SKIMMER BASIN 2—
'\J DRAINAGE AREA: 4.62 AC
I rl i i BTM ELEV.: 277.00 -
' TOP ELEV.: 281.00
EMERGENCY SPILLWAY ELEV.: 279.50
EMERGENCY SPILLWAY: 16W, CLASS II RIPRAP
SA REQUIRED: 7,215 SF
SA PROVIDED: 13,955 SF
VOLUME REQUIRED: 8,316 CIF
VOLUME PROVIDED: 27,116 CIF `
MAR
1 ((I ,
ZONE 1 BUFFER (TYP
ADD. 20' ZONE 2 BUF
PROP. DIVERSION
DITCH 2A
1 i ; ; �_ �\ ' WITH JUTE NET ' 0)
LINING ,.
,
A_
\ 1
, __
\ 8,144 SF FLAGGED ,'
WETLANDS ; /\
AREA (HATCHED)
_
--------------
i.
-------------------------------------------
-----------
1, =--------------------------------
PROP. SILT FENCE----
OUTLET
ENCEOUTLET (TYP.) ✓
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057OA0 - PHASE IILDWG PRINTED BY: SKEIDEL 3.13.19 @ 2:50 PM LAST SAVED BY: SKEIDEL
40' PERMANENT SANITARY D 1 D
SEWER EASEMENT
AS SHOWN ON MB 2015, 1 _
PG. 048 AND DESCRIBED IN z 1 z
- -�W DB 16147, PG. 708 - !?l 1 m
U
1 Cn
_ _ m1_m. _
- - - - - - MANHOLE E - - = I cn
TOP = 257.95
INV IN = 246.20 _ m m
1 m
_ SF — — INV OUT = 246.10 i
Cn 1 m
}c/� L�!V� VVJv�-may. \`V�•.�` \\ � 1
r �P
0 mk�IIIIIIIIII=
PHASE 1 TE
1 D
i
1
1
1
, 1 EMERGENCY
EMERGENCY SPILLWAY
VOLU
VOLUME
` \ ROP. TEMPORARY STOCKPILE \
N,
,
*\ TEMP. SED
JEROSION CONTROL LEGEND
REV
PROPOSED NOTE
TYPICAL NOTE TEXT
SF SF
SILT FENCE
LOD LOD
LIMITS OF DISTURBANCE
TPF TPF
TREE PROTECTION FENCE
TEMPORARY CONTOUR
W
x
F J F
PROP. 30'X 50' CONST. ENTRANCE
TEMPORARY BAFFLE
CONCRETE WASH
®
SILT FENCE OUTLET
CHECK DAM
_DD— — DD
DIVERSION DIKE
nw,
m
0
60 30 15 0 60
1 "= 60'
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
o
W
x
F J F
= 1) Q
3 w
U®
H Q
U Q F � 0
-0 g
r
a
P. �,
z
¢ ¢
w
quaCIO CIO
o�0Z o
� Z
g'
as
z U
ui z z > z of
W �
�LL
a C
aJ Ur
�zz9C=7z
og
IS IE Z J
QOOwQQQ
m
gN�
m to Z U K
2- w
z �
waz
}
� o
=ww
�Z�
'W as=
gym
cn
z�Z
(�/•
WQawWw
Z m
QwN
I�
b
a) H
= = J
� J m j Q 0
�
�w0
1, ~
z LOU 0=0 = 2 m
z a
® w
o =�woW
O
fn d d J (n d'
�
W
'~
♦ ♦ ♦ ♦ ♦ ♦
m_z
zw
W
W
o
w
iw
f] �i
z �
O O
0
o
m
W
W
F-
-Z Lm. w
Z¢ Zz
z
N
Pa
ZWo
( `L`l W
o
0
QwO>- >- z
o
3: 3� 3: W
7 z m z z Z
z
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" --Sw
CAD I. D.: OA1
PROJECT: AUTUMN
LAKES
PHASE III
FOR
LEil
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
000���
ENGINEERING NO, IPILILC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
EROSION
CO 1 RO1 . l"1 .A\
A
SHEET NUMBER:
C-71

\IIF 1II�yIII-iII�II}--_II�� IH1¢1 \ -- - _ ------------- i
------ \I `\VIII I _ LY"I IIS. \y I --_-, I 1, i /' ---- ��-_, -------- \� -�
-MATCHLINE: SEE SHEETS C-7.1 ��----------------- ----
--- /
1; (I
MATCH
LINE: SEE SHEETS C -7.2 ------_L ,' ;' % °
I, l,-' z '1 1 +, , ; , / / / _ _, PROP. SILT FENCE \
//Wi / ' OUTLET (TYP.) \�
fit
\`\\\\`\ PROP. RIP RAP
PIPE 0: 12" HDPE
QMH: 6.8 cfs
VMAx: 8.6 fps, Dso = 4" L = 4' W=8' T = 6" : o
PHASE 1 TEMP. SKIMMER BASIN
DRAINAGE AREA: 3.53 AC
I i\ `` '� `\ \ s`` ` ' \ `\ \\`\ \ `\ BTM ELEV.: 298.00 —
\`\ \` �' TOP ELEV.: 302.00
!' I / /' ' ' 1'� \��, ✓ \ ' " , \ \�`\ EMERGENCY SPILLWAY ELEV.: 300.50 _
EMERGENCY SPILLWAY: 15'W, CLASS II RIPRAP
i \ `� `\ SA REQUIRED: 5,513 SF
SA PROVIDED: 10,385 SF
VOLUME REQUIRED: 6,345 CF
1--' i /' \` ��\ , \\\/ // %,, \`\` \ , `.� !%•'' "� `�`\ \\�`� ``� VOLUME PROVIDED: 15,134 CF'
PROP. SILT FENCING /
20' ZONE 2 BUFFER (TYR) (TYP.) /
ZONE 1 BUFFER (TYR)
1 I \
PROP. DIVERSION— ---
I
V, /' `, \ ° \ \ DITCH 1A
WITH STRAW NET
LINING
1 I 1 I 1
/ x �■-'"---------- `
/
M,(�■f ■��t��■R� �m�m m =r�m����_� mmiW� >•m iii■ ;iT�il���
/
PROP. 2.5" i / ' ,'------- I 1 1 1
Ai
, - 1
- - I
/ 1
-' SKIMMER WITH
\ ' 2.0" 0 ORIFICE
--------------- jt11 '11 11
-, \♦ `\ I I I I , ` / rY-+L�i � 1 1 1 , '1) I l l l \ \ \ 1 1 1 1
`\ `\ l , '11- - '� I i \ , •-� `\ .\ 1\ I 1
PROP. BAFFLES
1
/
PROP. CLASS B RIP RAP i II , / 1 ' i'1``\ \,
50
tz
It
TEMP. SKIMMER BASIN 1
/ / TRIBUTARY AREA = 3.53 AC
�7��
PROP. DIVERSION'
, . DITCH 5A WITH CLASS B \ ,
i / % / �/ / / / // / \`, i i ; i \\ RIPRAP LINING
/'
Dso = 9" • ` -
` '.� \`� / I `, `, \ \��- � `\ s \` \ \ � /i `\` \\ 1 ' / ,• / ,TEMP. CONSTRUCTION
ENTRANCE
AL/i `\ `\ `` \, \ �G \ /' `\ `\ \ \\ ; TEMP. CONCRETE—/} \ \\ \`\ `\ , `\ `\ \ `\ `\ ---
�/ ��` / _ \ \ �` `\ / / ` /' / `\ \\ `\ \�, CONSTRUCTION \ ``\ `\ _---_
I '
''
111'1,it
11
l
--------- -f ---
I; 1;1;111 ;; I \`\ ` I, (,\\, \ ,• �' ` �, -' / , `
;1;1;1; II 1 `\ ` \ \ \ `. ` ` / • ` \
1 11 EXISTING AGRICULTURAL POND -
111 1 \ ,
AL
JURISDICTIONAL \ \ \\ `, `� ..�; / ` \ r ` \ \�\ , , \
11111, I II I -__
------
11;,1,\�`,\`,, / COURT
S CK06.
li
wCRA \ -n \ \ \ PROP. SILT FENCING _ -_`-- ,',I``
\ \\
EXISTING AGRICULTURAL POND
JURISDICTIONAL \ ; 1 : ,\ / 5 % \` \� \\ ,\, �\ _ - �--_- -- / --- \/QO
Nil \1
PO-------------
O
S /1 i— -=-i, — �— — —I— —r — _ \ — 001 j
0
1
3/4"PIPE
___ ,' q9 58'37V 712.'05' PROPERTY BOUNDARY r 1 =
/ IN CONIC.
-,------ FENCE _-----' ' , -'' �� ; ' m 1 m
liltI
11 ,' m 1 m
A m 1 m
1 �' /
m 1 m
cn
-!-4
1
NI
J / f,
1
/
`• � 1 1 � / _ - \ � `/ SII
, , 1
CD s1z
III1�j I
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR1620570AO - PHASE IILDWG PRINTED BY: SKEIDEL 3.13.19 @ 2:50 PM LAST SAVED BY: SKEIDEL
JEROSION CONTROL LEGEND
REV
PROPOSED NOTE
TYPICAL NOTE TEXT
SF SF
SILT FENCE
LOD LOD
LIMITS OF DISTURBANCE
—TPF—TPF—TREE
I
I
TEMPORARY CONTOUR
1
II
1
09
za�a
CONCRETE WASH
®
I � i
It
CHECK DAM
1
II
1
U Q F 0
H
1 I
I
II
I
I
II
III
II
1
Iii
i i I EX.
1A CMP
Y2
w
INV
= 00.63
/
Q - Z
�2>
1
U
WZ Z > Z OF
'zLL
O w W J= 0°
Z
wCRA \ -n \ \ \ PROP. SILT FENCING _ -_`-- ,',I``
\ \\
EXISTING AGRICULTURAL POND
JURISDICTIONAL \ ; 1 : ,\ / 5 % \` \� \\ ,\, �\ _ - �--_- -- / --- \/QO
Nil \1
PO-------------
O
S /1 i— -=-i, — �— — —I— —r — _ \ — 001 j
0
1
3/4"PIPE
___ ,' q9 58'37V 712.'05' PROPERTY BOUNDARY r 1 =
/ IN CONIC.
-,------ FENCE _-----' ' , -'' �� ; ' m 1 m
liltI
11 ,' m 1 m
A m 1 m
1 �' /
m 1 m
cn
-!-4
1
NI
J / f,
1
/
`• � 1 1 � / _ - \ � `/ SII
, , 1
CD s1z
III1�j I
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR1620570AO - PHASE IILDWG PRINTED BY: SKEIDEL 3.13.19 @ 2:50 PM LAST SAVED BY: SKEIDEL
JEROSION CONTROL LEGEND
REV
PROPOSED NOTE
TYPICAL NOTE TEXT
SF SF
SILT FENCE
LOD LOD
LIMITS OF DISTURBANCE
—TPF—TPF—TREE
PROTECTION FENCE
TEMPORARY CONTOUR
PROP. 30'X 50' CONST. ENTRANCE
TEMPORARY BAFFLE
09
za�a
CONCRETE WASH
®
SILT FENCE OUTLET
CHECK DAM
_DD— — DD
DIVERSION DIKE
nw,
©N
0
60 30 15 0 60
1 "= 60'
REVISIONS
REV
rn
COMMENT
BY
g
~
1-22-19
�U
F�
z o
w( ox
ir�iu)
09
za�a
a
I�=
U07-
U Q F 0
H
IT
a
�' �j
P. �"
90
a ¢
Y2
w
CJ
Q - Z
�2>
g o
as
U
WZ Z > Z OF
'zLL
O w W J= 0°
Z
a0owQQa
gN�
to Z U
UWU♦♦♦♦♦♦
g z
C7 p"
}
W 0
z w w
F+�J
U
��U
a
(�
d a Z
� rL}tea
wQ www
Z m
a-
ooh
aw
I�
r�
-,a��
= 2 J ,
_j j Q � �w0
Z�m= 2 m
za
V
®W
2
J F m O
0= t w O w
a
~
zW
o o�
of
W W
>Z Z
o w w
W Z a ­,� Z
N,
�Pa
�Y
Z�Y�
o
X 4
¢ w O>_>_ Z
o
cn —
U)�U)���
7 Z° Z Z°
z
a4
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" --Sw
CAD I. D.: OA1 Of
PROJECT: AUTUMN
LAKES
PHASE Ill
FOR
LEil
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
TD-) 000�L�
ENGINEERING N0, IPILILC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
EROSION
CO 1 RO1. l"l \\
B
SHEET NUMBER:
C-7,2

m mm m r mm m m mm m mm m m mm mm m \m m m m mm m m m m m m= OF m m mm m m mm m m mm m mm m m mm m m mm m m mm m m mm mm m m m m m m m m m m m m m m m m m m m mm m m mm m m mm m m mm m m mm m m mm m m mm m lb
4/?y D 1 D
r 1
_NT C) 1
215, =1 1 �q1 1
I IN z 1 z 1
708 m 1 m - - - - - - - - - - _
cn 1 C/) 1
_ m1 m- - - - - - - - - - - _
_ \ 1
m1 m
m1M- - - - - - - - - - - - - - - - 1
U) 1 Cn 1
Alp
\ 1
\� _ - - - - - - - - - - - - - - - 1
\ � 1
-O \
\ \
T
\ �\
- - - - - - - - - - - - - - � 1
MANHOLE F _ _ _
257.03
lNV IN = 245.81 - - - - - 1
INV OUT = 245 56 1
THE CIL BEAVERDAY CREEK
19 1 IS THE ACTUAL PROPERTY LINE 1
`7 1 ?6? ?6D \ s ° 5,�� Is FP .0 ,00--mv \ ro 1
1 I
FP
\ 7 L 63 FP/
I I I I I I ` `\ •"-;\ `, \ FP
..� \ MANHOLE G 1
FP -
It\` \ \\ \ \ s 1 / _1 S°\ `\ $� INV IN 25244.81 -Fp_ 2 J8 61 Fp� $ Fp 1
\\�`�` \ . ♦♦ lNV OUT = 244.71 FP . FP Fp FP i �-
/�MANHOLE l 1 FP-
/ Av tp- - - - - - - - - - - - - - � TOP = 257.8
\AV
too iR�/ 1
`00
PROP. 8.0" SKIMMER I �_ 1� 1R JQ7_/
WITH 6.5" 0 ORIFICE J LO
PHASE 1 TEMP. SEDIMENT BASIN 4 / ` ` \ i� �� ;, �S s
DRAINAGE AREA: 8.96 AC --- -------
BTM
----- �`♦ \`♦ �\ r"yam LEi6, S
BTM ELEV.: 262.00 \ \ ✓ `\ \ �`� \ �\ �`, ' �`, i ; � ,�,j',!,�
' TOP ELEV.. 270.00 -1' ,; `\ `. ` '+�' ! ' i ' y� L 4_ : ,__-'_--- __ \ IOD
' EMERGENCY SPILLWAY ELEV.: 268.50 ^ -_ -_„ ,' ` \ ` ' I ROP. RIP RAP , , ,,� ,, - ,,' S� / / \ \ l�p�
EMERGENCY SPILLWAY: 40'W, CLASS II RIPRAP PIPE 0: 36" HDPE
SA REQUIRED: 13,992 SF ', I ; I i I QMAx: 51.9 cfs
+ SA PROVIDED: 59,131 SF _ PROP. RISER i i ' I I I f , V - 7.3 fps
VOLUME REQUIRED: 2 790 CF REFER TO SHEET C 4.5 FOR DETAILS I I MAx P /i,,''�
\ I ri ��%V --'' s 1
\ ( ) , / � '�''"�/ 4d-''� ___------\����^� �'- / MANHOLE H \ \ �
� I I I , / /DSD = 8" L = 18' W=30' T = 12" i6 ,/ �/ :' .' I `. �_ = �'`
VOLUME PROVIDED: 214,356 CF '-----------';,-' TOP = 264.34 \ /
-----
`--------1- , N / / /
\�"/''''',/ OQ7- TIC3i�--04�-� \ s MANHOLE ✓ i
30' ZONE 1 BUFFER (TYP.f 1
iTOP = 258.72 /
--------
PROP. SILT FENCING------- (TYP.) ''/� ------------------- �� \
\ ✓ /
N FFE ------ s
20' ZO E 2 BU R (TYR) -------------- ----- - -- \
/
TEMP. SEDIMENT BASIN 4 / \ \ ,\ \ \ \� '� , ; , ' ,,' , ' -'' ,__------- _-------- /
\ TRIBUTARY AREA= 8.96 AC \ , ',
--- `
--------------- \
----------------
_-------------
\\ `\
\
--------- \
-
---- ` / `�` ` ♦` I I I I ; I '\ `� ' l l ' ' ' / It i / ' l / i i i / i i �' ' / ',/ /' \ \ `\ 1
\ - -
\-
------- -- / \ \ I I I I , I / / 264 INVESTMENTS LLC 1
,, ,
/ r ��---�? \\
OB 16478, PG. 1190
I 11 \ \ TAX PIN: 2706819852
ZONING: R-13-SUD
r` ^- ' ``� ```\ I I I 1 1 i l / l ' l / l t•,j � � �� -` `' `. `, \`. `\ \`` `\ \ �` ``\``_ `_ - '' i / j / l ; 1 / `\ I
PROP. SILT FENCING ` `�+ `♦ --""-' i / i ' i i ' i �`
`� \ i i i i/ i' ,' I/ i, i' i i \ ♦`` �` `\ `\ `', li i-- i -�'/ i' �' /' i' / ,' i' i i , 7' /' i , \`♦
y� � ♦\ , / , ) 1 , / / � / / / , -� ROP. RIP RAP
i---
�\` PIPE 0: 15" HDPE
QMAx: 7.8 CfS
VMAx: 6.4 fps
D50 = 4" L = 5' W=10' T = 6" •-^` `\` �� I \ ; i i' i i ,' �' �' i' �\ 4
OD
�\114
>:W-'
PROP. RISER
, ; X16 \\ (REFER TO SHEET C4.6 FOR DETAILS)
_,X�l A
PROP. 5.0"
i \ /
SKIMMER WITH
iI I ' / MATCHLINE: SEE SHEETS C-7.3
4.5"Q 1
1
I I 1
■�■ wmM. im ti16 �11ti MI\M r�� iIRimij�I�Iriift10�i■
-----PHASE 1 TEMP. SEDIMENT BASIN 5
\`�\`�♦`\�'�` _ - �1° DRAINAGE AREA: 8.96 AC ;' ;� ; ;' / ;' ;' ; i ,' MATCHLINE: SEE SHEETS C-7.4
1
\BTM ELEV.: 269.00
TOP ELEV.: 278.50
EMERGENCY SPILLWAY ELEV.: 277.00 i i l ' i' : ' ■
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR1620570AO - PHASE IILDWG PRINTED BY: SKEIDEL 3.13.19@2:51 PM LAST SAVED BY: SKEIDEL
JEROSION CONTROL LEGEND
- -
---
-- -----
SF SF
SILT FENCE
----------
------------
-
\
TEMPORARY CONTOUR
P;
x
F J F
\ ` At /
\J
TEMPORARY BAFFLE
-0i :-<z
I 11 \ \ TAX PIN: 2706819852
ZONING: R-13-SUD
r` ^- ' ``� ```\ I I I 1 1 i l / l ' l / l t•,j � � �� -` `' `. `, \`. `\ \`` `\ \ �` ``\``_ `_ - '' i / j / l ; 1 / `\ I
PROP. SILT FENCING ` `�+ `♦ --""-' i / i ' i i ' i �`
`� \ i i i i/ i' ,' I/ i, i' i i \ ♦`` �` `\ `\ `', li i-- i -�'/ i' �' /' i' / ,' i' i i , 7' /' i , \`♦
y� � ♦\ , / , ) 1 , / / � / / / , -� ROP. RIP RAP
i---
�\` PIPE 0: 15" HDPE
QMAx: 7.8 CfS
VMAx: 6.4 fps
D50 = 4" L = 5' W=10' T = 6" •-^` `\` �� I \ ; i i' i i ,' �' �' i' �\ 4
OD
�\114
>:W-'
PROP. RISER
, ; X16 \\ (REFER TO SHEET C4.6 FOR DETAILS)
_,X�l A
PROP. 5.0"
i \ /
SKIMMER WITH
iI I ' / MATCHLINE: SEE SHEETS C-7.3
4.5"Q 1
1
I I 1
■�■ wmM. im ti16 �11ti MI\M r�� iIRimij�I�Iriift10�i■
-----PHASE 1 TEMP. SEDIMENT BASIN 5
\`�\`�♦`\�'�` _ - �1° DRAINAGE AREA: 8.96 AC ;' ;� ; ;' / ;' ;' ; i ,' MATCHLINE: SEE SHEETS C-7.4
1
\BTM ELEV.: 269.00
TOP ELEV.: 278.50
EMERGENCY SPILLWAY ELEV.: 277.00 i i l ' i' : ' ■
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR1620570AO - PHASE IILDWG PRINTED BY: SKEIDEL 3.13.19@2:51 PM LAST SAVED BY: SKEIDEL
JEROSION CONTROL LEGEND
REV
PROPOSED NOTE
TYPICAL NOTE TEXT
SF SF
SILT FENCE
LOD LOD
LIMITS OF DISTURBANCE
TPF TPF
TREE PROTECTION FENCE
TEMPORARY CONTOUR
P;
x
F J F
PROP. 30'X 50' CONST. ENTRANCE
TEMPORARY BAFFLE
-0i :-<z
CONCRETE WASH
®
SILT FENCE OUTLET
CHECK DAM
_DD- - DD
DIVERSION DIKE
nw,
m
0
60 30 15 0 60
1 "= 60'
REVISIONS
REV
DATE
COMMENT
BY
g
~
1-22-19
�U
F
z o
w o
P;
x
F J F
H ". -1
-0i :-<z
a
yy
¢ = J
=�aoa
�w
�1
U®
�
<a
a
P.
¢ ¢
w
0
Z
as
W
> U
W Z Z> Z
0 W W
'zLL
a C
W H
J Ur
_ _ z
o
�j
gN�
w¢0)zC)Q
m to Z U K
w w
OWU
zip-wa
g z
-
r�a�yy
a
�C
�zYJ
W,
� o
zww
!+7
'W¢ If
z Z_
(�
WQ ,uW W
Z== m
aw
r�
U S E-/
J
Z CL 0 U)i =
a� N
r w o
zv�1.~
xommWmm
RH
®W
0 t- O
O x r W O W
wao �W
cn
�o
9PP-41�"
~zW
W
W
W
zw
fa W
4
0-
}p Q 3:
o
W W
>- W W
W Z¢ Z m Z
=m
6
r' Pa
Z :5<2 `L `l z
o
r�Z
Q W O>->_=
o
AH
7Z 000ZZZ
z
�4 rj)
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" --Sw
CAD I. D.: OA1
PROJECT: AUTUMN
LAKES
PHASE III
FOR
LEil
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
01
1 _D1 R'
000�L�
ENGINEERING NO, IPILILC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
EROSION
CO \ 1 RO 1 . l" l .A
SHEET NUMBER:
C-73

PROP. 5.0"
SKIMMER WITH
� , y , i(. 4.5" fd ORIFICE
�I ���ri�l■*�■� oil m m W.m1•. _jm urON Im��lEiii!iiNO 0/6 0 �'�/f�i■■f i■
�� i /I i i '♦ \� _ �t\�`♦� - - ----- `� ` ` HASE 1 TEMP. SEDIMENT BASIN 5 i
DRAINAGE AREA: 8.96 AC
\BTM ELEV.: 269.00
-- TOP ELEV.:278.50
�`" ` `` ` ` EMERGENCY SPILLWAY ELEV.: 277.00
I 1 1 \ 1 I EA.. 4" METAL \ •`.II 1 \ `
`'. \`\\\ `I '� `� \ , �`�` �`�\ \ EMERGENCY SPILLWAY: 10' W, CLASS II RIPRAP
INV = 285.95
\�•��
EX 4 METAL i'`I' �i\ .\ :'- -- -- - ` SA REQUIRED: 14,617 SF
1
1 1 \ 1 1 r 1 6 Jr FLAGGED
\i i Ii1 i i 1, INV = 283.57 i 1a1'ii�-�'----- - -- - ETLANDS \ ` ` � `.� SA PROVIDED: 18,238 SF
1 1 I ` VOLUME REQUIRED: 16,848 CF
', I ; "�� I - - _ AREA (HATCHED �` r VOLUME PROVIDED: 90,178 CF ; ' ' %
PROP. CLASS II RIP RAP -_- - ` /
1 I 1 I \ 1 1 -- --- 270 1
DSp = 24" 272 \ \ / ♦ /r♦ rl (' / � 1 / / / / / � � / � / , ; ; 1 1 I I / ,
' ' Illi ` ROP. CLASS II RIP RAP
I ' % I ' 274 \ ♦
276 _ . D50 = 24"
1 �
1 1 1 \ 1 ,+ F . `� . ` yJ7}j, . I I ♦ , / / , / / /
1 1 ♦� \ , 1 Ir '( / 1 - _ _ 280 \ \ \ . \ \ �9" , 1 , ♦ , l ( l I 1 ,
\ `♦ ' 1 1 I 11 14 . �- - 282 . `♦ `♦ `. `♦ ` ` ' ; ' 1
1 \� \, 1 1 \ ,;I /I 1� ♦ \ \ . ` \ �` II \`� i' V 1 I' 11 ' 1 I I I I 1 I I I I
1 1 1 284 , \ , ♦ , . ♦ \ 1 ,♦ / I I' 1 I , 1 / 1 1 , , 1 I I 1 I I 1
1 \ \ 1 ( t - I` ' ` • , 286 \ ` ♦ ♦ � ` ♦ \ � . �_ � I 1 1 1 , I � I I I I I I I I
/ I I I I
1 1 1\ \ I 1 I` . ," . I ' - \ \ \ ♦ ♦ ♦ \`♦ ♦ ♦ l 1 / / V / /
\ ` ( , 1 I _-.__„ , \-� J �. , . . , .` , . ♦ 11 , , 1 , , , o , I , 1 ' 1 I I I 1 1 , I ♦`
I , , , , � � 1 /I , I I I , , I I , ♦ ,
` ` ` `\ i i \ ` _ `♦ `♦ `♦ ROP. CLASS II RIP RAP \�`♦ �♦ �` �` ' i / i I i i ' i i I ' ' f ' I ♦♦ ``
\ \ \ `\ \ \ `, �� _ .` \ .♦ D50 = 24" `♦ `♦ `. \ (\ `♦ `+ 1 . ; I > I 1 I , I I ' 1 i i I 1 1 1 `♦ `, h
\ \ • \ ♦ ♦ . . \ \ \ \ �I l 1 ' ' 6'ONC�7E 1
\I ` ♦ \ ` ` `. �\. ``� ♦ ♦ `♦ ``. . \ \\ \\ \ \ , , \ , , 1 l \I , , I , I I , I I I ii�OKVM
1 \ ♦ ` ` . \ \ . \ \ 1 I I I I I 1
1 1 1 ♦ , \ ♦ ` ♦ ♦ ♦ \ , ,l � `\ „ I 1 I , I I , I I , 1 I I � I I
I \ \
1 \ V
1 `11 Y
♦`\ � `` _ ♦ `\`♦ ♦ `♦ \ ♦\ `♦ \ � Q � \ \, I I / I 1 I �j ' � 1 I I , I I , I I I I /' I
00
A\ `\ I�
�,, \ ' �_ ,-- _ TEMP. SEDIMENT BASIN
TRIBUTARY AREA= 9.36 AC
PROP. DIVERSION
DITCH 5A WITH CLASS B
` t RIPRAP LINING -'-__ `� `� �`� ` `\ `, `i T�,`p0 \`
-------------
♦ ♦ t I 1 1
I cn
I 1
_�-______-`- __` \ \ . r♦♦`\♦ .`\ ` ♦\ \ `\ \`,` �, � `` `1 _ II � T 1 III
PROP. DIVERSION / / ; ; ;
DITCH 5C WITH CLASS B,/
`
RIPRAP LINING f i' i' ,� \ `\\ `\ \\\ ♦`\I
91,/ 1
PROP. DIVERSION
DITCH 5B WITH CLASS A i ; ' i ; �' ; i ; , i ` `` \ \ - '``♦` `� �`, ``� �� \ �0� 1
RIPRAP LINING
D50 6"
1
I I I I \ \ ♦ � . ` ♦
I I I 11 I 1 ♦ , , ` ``.
D 1 >
z 1 r�°� � 0� 6151
rn 1 m 1651,9' � — ONCRETE � �I Q�OJ PGF,
rn 1 m R/W MONUMENT 4�\GOOD 1 Q
cn cn 5��
M 1 m
� 1 �
cn
1 0
N
1 '
0
1 9NT�
1
1
1
1
1
1
1
1
1
MATCHLINE: SEE SHEETS C-7.3 1
MATCHLINE: SEE SHEETS C-7.4 1
1
1
1
1
1
1
1
H:\2016\NCR1620570RAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057OA0 - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:51 PM LAST SAVED BY: SKEIDEL
1
1
1
I
1
1
1
1
I
I 1
GAYFAMILYLIMITEDPARTNASHIPff
1
DB 10919, FG 2759 1
IAXPIN 2706729216 1
ZONING 13 -SD 1
1
1
1
1
1
1
1
1
1
1
JEROSION CONTROL LEGEND
REV
PROPOSED NOTE
TYPICAL NOTE TEXT
SF SF
SILT FENCE
LOD LOD
LIMITS OF DISTURBANCE
TPF TPF
TREE PROTECTION FENCE
TEMPORARY CONTOUR
x
KIM
PROP. 30'X 50' CONST. ENTRANCE
TEMPORARY BAFFLE
CONCRETE WASH
®
SILT FENCE OUTLET
CHECK DAM
_DD— — DD
DIVERSION DIKE
nw,
m
0
60 30 15 0 60
1 "= 60'
REVISIONS
REV
rn
COMMENT
BY
g
1-22-19
�U
z o
( o
x
a
�aoa
gw
U®
F
UaFrAO
♦...♦
gg
ts a
ora
13a
o6c�z o
Z
g=
as
> U
W15
Z J
aoowQQa
5 m
.No
7,w
CO (I)Z U K
w w
owu
2i��
♦....♦
g z
waw
}
it o
=ww
(�
WQawWw
Z== m
aw
b
J
a N
V
®W
J F 2 O
O=: w O w
a
rnaaJcn�
�o
9P241P�
=w
W z
W
o
rnCS�
W
zw
c8j 6T4
��
O
W W
o >z w w
W Z a . Z
N
�Pa
Z��YY�
o
r� z
Q W Lu O � 0=
o
U) 3: U)
7zmzzZ
z
L
r4 rn
All
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" --Sw
CAD I. D.: OA1
PROJECT: AUTUMN
LAKES
PHASE III
FOR
LEil
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
01 O TD-)
o00�L�
ENGINEERING NO, IPILILC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
F -SHEET TITLE: "17
EROSION
CO 1 RO1 . l"1 .A\
D
SHEET NUMBER:
C -7A

'1 I;1; 1;; I - ----- �. ; ; \ 1 \ \ , I ,; '; ; ;; ,i; `�-�,,_; l it /// ; -„l; ., , \\ -� - - ' - - - - - - - - - - - - - - - - - - - - - - - --FROSION CONTROL NOTES:
I I / "
I ' i"".","i'll /____ __- 1 , •,/� • •, • `, 11l I l ' l I' l \ \ '' o 1. A LAND DISTURBANCE PRE -CONSTRUCTION MEETING IS REQUIRED
/ /I I I I " --- _------ I l v,\ I I I /, // ,, / , l l l l l l l I, l I I `, , FES 500 RIPRAP
1 , / / / / / / / / / / / , / \ \ 1 PRIOR TO ANY DISTURBANCE ON THE SITE.
/ !ill!
ill
1 1 / 1 1 I I , / \ , / , / / /, " l// l / l l I I ` , \ / MIN. 5' (L) X 10' (W) X 6" (T)
1 1 II / I /, , / 1,/1 / / 11 1, I, \
' I I I III \ , I 1 -------- I \ / / / / / / / , / . \
/ I 1 11 " I - _ ' / �/ - , �, , , '', I I// l l 1, l� \ ` \ \'-" "` "` "` "` "` "` 2. ALL CONSTRUCTION SHALL COMPLY WITH NCDEQ AND LOCAL
i FE ,� Nil 1*M M M �� = #; I I *'� M M S\M M M�= M am M M, � M M�M M M 1 M M�M M M M M M M= M M= I• M�M MMMMM M MM M Mf M M■ JURISDICTION'S STANDARDS AND SPECIFICATIONS.' ''1 V ' 1 \ , ,/ 1 / /,/ / IIII/ / / // / // `\ \ ` ' 1 \/Iii1 '1 ' ` I \ ' 1 / ' /� '' ' / / IIII / I 1 /260 - - I - - - - 3. LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN
/ I I 1 I '' ' ` \ I ` 1 ' I I I I' 1 I / l l, /, 1 1 l l' \\ ` ` 1 ���CCCI I 1 111' 1 ,; ' ' ` ' ' ' ' ' 11 I 1 Ili ' l/I lI I //l l I l ' ` `\ 1 i 4 I � FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF
1 I I' I' I 1 Ill I' l l ,' 40 PERMANENT SANITARY D D
/ 11' '' a ' ` `--_-__ _ \ ' 1 1 I ' ' ' ' '''11 I I,/ l I ,/ //1 ' ` \ 1 ' ' / ' C ABOVE GROUND FEATURES. ALL EXISTING UTILITY LOCATIONS
/ /II I I i' i I 1 `} ---- --- - ``'1 i i f i i I i i i i I ( l 111 / l l/ I I/ ' `i I i i `� A� - "o -1 I �
,' / 111, I ; I I , ,�___ _ - -� I - / " ` / , / I 1 ' I' 1' I 11' I l l i 11 l l/l I I I , ' I ' I 1 ` p -1 SEWER EASEMENT (7 n MUST BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR PRIOR
' 1 1 I' ` , 11 ----- \ I I , 1 I I III 1 , / / / / / / / / / \ 1 , 1 1 ! `\ O
1 , I "I ,--_____ I I 1 I I I I 1 , /, I `\ ' 1 \ ' 1 / \ \ \ �I�$ \ A SHOWN ON MB 2015, = I = TO THE COMMENCEMENT OF CONSTRUCTION.
�/ , 1 I I , , I 1,\',I/ l I I ' -- _-------- ,` I , I 1 , , 1 I , I ,/, , / / / / / / IIII \ I I ' 1 ��__ \ ' \, \
' 111 I 1 ' _-_-- I I, 11 1 ', 1 ' , , I' I I/, I I 1 "' I �\` \\1 ` � I PG. 8 AND DESCRIBED IN r 1� z 4. SITE GRADING AND EXCAVATION MUST BE PERFORMED IN
IIII I1,1 ' ' , --,' '' I I I,I I I "I l 11 / / \\ , 1 C!J \ . \ / I \ \ z
I \ \ , 1 I I 11' 1, / / 1, � , / /1 , ' N , ` ` ' `\� \ ACCORDANCE WITH THESE PLANS, SPECIFICATIONS, AND
,� , /I I I I I 1 I I ' 1 ' l . ♦ 1 I ; 1 I I I , I I ,/Ill , / /T , \ I ' / ; ; / \ \ \\` ,� .. .. .. .. .. .. .. Q7 � - DS 16147 PG 708 - m I m -
/ 1 1 1 ' \ \ I I I I I ,// \
1 ' 1 I ' ' , I , I 1 ' 1 111; 1 1' 11' , „' ' '/I, /� \ 1 1 = � = = / / / ^- 0 _ - RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT
"I I , I I ' I I I 11 I I I' 1 I / / / . / / IIII / / 1 I- - I I , / / / `\S'jC\\ , r
1 1 1 1 ' 1 I 1 / I I , l , I ' = i - ' ` \ l l ,•'/' / / I 1 Cn REFERENCED IN THIS PLAN SET, EXCAVATION AND EARTH MOVING
' I I I 111�'----------, \ 1 , I I I 1 I ' ' 111 //,IIII / / \ - ' ` / '•' / -- - `\ m
11I , , , , I I I '1 I I I'1 I l// , , ' l I ' I I ` , , , ,., m ..
' I I ' ' 1 - I I 1 ' 1 I I ;' I I I l 1 ' / /,/ / / ; I ` \ ` l l , , X2607 /'� '' \ ` �`- m 1� OPERATIONS MUST BE PERFORMED UNDER THE SUPERVISION OF
= 111 ' '1 �_- - 1 1 / I ' I I I I / IIII/ / I ,\_ ` m
1 I I I i i 1 �',- -----`--' . I I --- - i ' ' l I I ;' 1, ' I I ' '/"I / / I 1 / ' ' / / X 20' PUBLIC TOWN OF \� MANHOLE D - THE OWNER'S GEOTECHNICAL ENGINEER.
/ J 1 I I I I I 1 , `, ` ,I " I -------- _ ` ' ' I , I ' I ', I ; ' IIII' / / \ ; 1 ' I ', % ' IL -- �� \- -
1 O� ; i i i I 1 1 1 I I I I , " I 11 I , III ,' 1, //„ / , / , I , I I , / / / , ZEBULON DRAINAGE - \ =_��� TOP = 266.34 I MANHOLE E = 1 = 5. FOOTING EXCAVATIONS SHALL BE CONTINUOUSLY DEWATERED
/; I' I i I i 1 " 1 , \I ' ' 1 ' 11 I I'' I / ' , \ ' ' ; I ` / / & ACCESS EASEMENT- ___ - _; \� TOP = 257.95 r, -I 1 DURING CONSTRUCTION TO PREVENT SETTLEMENT AND SEDIMENT
/ 1 1I 1 , ` `` ` 1 i ; 1I ; ; ;�I 1 / IIII/ / / IIII 1 ' 1 \� ' , / /, - -- - �7ibV IN = 246.64 /NV IN 24620 m m
EROSION CONTROL LEGEND
REV
PROPOSED NOTE
TYPICAL NOTE TEXT
SF SF
SILT FENCE
LOD LOD
LIMITS OF DISTURBANCE
TPF TPF
TREE PROTECTION FENCE
PROP. 30'X 50' CONST. ENTRANCE
¢
TEMPORARY BAFFLE
CONCRETE WASH
SILT FENCE OUTLET
,_
� w
CHECK DAM
N11T4
INLET PROTECTION
I1 111 ' I I I ' ' \ , I I 1 I I 11 I I I11II / IIII, / / // \ II I ' , I I / \ / /' / / '_\ - - - - - - m ` DEPOSIT.
y� ' 1 , 1 i , 1 / ' I ' I I I I I ' , I I ; I l 1 / IIII / / / 1,//,/, / \\ ' I i I / / / _- //VCS T 46.59' - _ - INV OUT = 246. 10 I�
,�7 , I III 1 , I I I I , , I I 1 , „, , / / / _ - _ _ __ F �S� , Jul6. ALL TEMPORARY DIVERSIONS MUST BE INSTALLED WITH POSITIVE �/y�{�y I{�� }�
/ I '' I Y I I( 1 I I ' ' " ' 111 , „ / / /, / , \ I 1 / / \ / w�/ / / - V! _ _ _ , SF` s . . \ .� .� ��OCK ILE NOTES:
'' I III - ``'' `�/'"" , I I I 1 , I I I I, I , , „ / , \ / / / - i `♦ A \ 1 DRAINAGE AND SHALL OPPOSE EXISTING GRADE WHEN NECESSARY
' ' IIII I'I' ___� ` ' 11 I I I I I I II ' 11'I'I_ //'IIII/ / IIII / '\ 1 I , � I 3 / IIII / / /---_-'' --___ K I __` 1 I tJ 0
/1 / � 111 I I I I I I I ,-_ _-- "" y 1 / J.
' I I I I I ' 111 I , 11 � ____ / IIII/ , , � / ,/ , , I \ / \ / I �O / / / � � O� -- \` \ _ \\ . ♦ `� �, � , TO PROVIDE A MINIMUM OF 0.5% LONGITUDINAL SLOPE.
/ I 1 1 1' __ _ __� ' ' I I I ' 1 ♦_ - // / / / , / / 1 1 I I \ , , / f / ----- -
1 / i , 1 1 1 / / -- I I , I I I I ,, 1 1 ' ` -- �____I / /, , / , / , I I I , \ (� / 1/1 2® ZOA% - 2 BUFFER �IYP� -___ 6, �� - 7. ALL ADJACENT ROADWAYS TO THE SITE ARE TO BE SWEPT AND 1. A 25 FOOT TEMPORARY MAINTENANCE AND ACCESS EASEMENT
I I I - I I I I // I __
I I - __ / / _
1 ' ' I ----- ' 1 ' ; I -� '� "%'' , / � ,( I 1 `� \ �1 � / ''' GO--' �..' � � - ,,____----- � � "' �`♦ � �;r X47 � WASHED AT THE END OF EACH WORK DAY TO REMOVE SEDIMENT SHALL BE AROUND ALL PROPOSED STOCKPILES (EROSION
/ I I 1 \`-___________, I I I I , , 1 ,- _ ___� / / / 4 ✓ , / IIII ` \
1 / I ' I 1 ` 1 I 1 '' I 11 - ------ -_/ / / /, \ _ \ -, I FROM THE ROAD SURFACE. CONTROL MEASURES SURROUNDING THE
11 I I I (q r'� ^, , I , 1 I I ' 111 11 ,'------ / /�'/ / ; '-----''. �� / / , �� / / ,/ 3�--..- 1-711rFER 11YP.)"-_______ `ok_\iL \0 . ..
�I � ' I 1 ' ' ' ' ' ' ' ' / \ 1 _-- ` � � I / , s 'T � ���`� I � � 8. ALL EROSION CONTROL MEASURES MUST BE INSPECTED AND 2. STOCKPILE SHALL BE SHOWN AT THE OUTER LIMIT OF THIS
' 11 ' ' i ' ' ' ' / ' ' 1 ' 1 ' I ' ' '' ' "' '' I// / ' ' ' ' _ ___/ '' 6GJ , / 2 % _ L BENCH AND TRASH \�O �P PROPERLY MAINTAINED AT THE END OF EACH WEEK AND AFTER\I�i-'1 I , I I I I I I , I I 1 I , , , 1 , 111 III \ I/ , / / , I \' ; ,-=-\`:`: \ \' '/ .' ' \ \ s EASEMENT).
I I I I I \ 1 I I I I I I 1 11 \ / I/ / / / / 1 , '� \ , 1 / , , `'` ` ♦ \, ; I , 1 ; '___ , I 1 , ' I , 1 II , ,,, , /, / , / / , _ X , /` ,''" __ RECEPTACLE ON `\ ♦ `'\ EVERY RAINFALL EVENT. IF ANY FAILURES ARE FOUND, THEY -11'11\_ ----____ I 1 I , / , , I 1 1 I ` \ "` /'/ / ,, / \ , '' ___\ �:. , , R IIII , ,' / ,' cn - - a' ` ` `. ! 3. STOCKPILE FOOTPRINTS SHALL BE SETBACK A MINIMUM OF 25'
CONCRETE PAD ��'\ `\ , _1_ / , -
I I /- , O Q' ' ` ` "` ' ' ' ' \ \ _ \ SHOULD BE REPAIRED AS SOON AS POSSIBLE.1,_'- III I ^------------ I ' I , \ \ \ IIII 1 ,' % ; : --- .�� ` \ / -St,- / .'/ _ 1 FROM ADJACENT PROPERTY LINES.
, , 1 1 I 1 I ' , ------ , , I \ ` \ ; `\ `:. ; IIII , / / / I , , � ' y'� - , , � , , ,
1 1 I' i 4' ' -'\ ' ' I ------- - I `\ ` ' ` �� ` ♦ ''''% '' I 1''" / ''"�" ````" �� 1 �' / O `♦ `\ '\ �` \ `` \\ '�` ♦\ \ 9. INSTALL ADDITIONAL EROSION CONTROL MEASURES AS REQUIRED
I 1 1 ' --- ` ' '♦ ♦��♦,t,\ , /' , p t ' �, -, •��\ \ ` / �O / -' /� o \ \ \ 5\ I 4. STOCKPILE HEIGHT SHALL NOT EXCEED 35 FEET.
I I / \ , v I I \ I : , '� `,� ' ; : / \ �/„ ,'' ` ` �'�, N , IIII, D` , ; ; ' / % \ \ \ `\ • `♦ ` `` `. \ TO PREVENT SEDIMENT FROM LEAVING THE SITE.
1
III 1 1 I , , 1 , , \ \ 1 1 , IIII \� _ -��,' cv /„/ �;'' ; `�. ,,,_ ,� IIII `\ ` \ \ \ \` �-\ \ 5. STOCKPILE SLOPES SHALL BE 2:1 OR FLATTER.
1 1 1 1 , , , ' , I I \I I I 1 , 1\ , �- :' , '„ �, , \ . �. . �, _, , , , / ♦ ` \ ` ` ` ` _ 10. GROUND STABILIZATION MUST OCCUR WITHIN 7 DAYS ON
1 I 1 I ' 1 1 I \ �, - , / .%' / / _1-1 -- \ \\ ` _ PERIMETER AREAS AND SLOPES GREATER THAN 3:1, AND GROUND 6. STOCKPILING MATERIALS ADJACENT TO A DITCH, DRAINAGEWAY,
` j \ I / �/ ,, ,� \ ` \ \ ♦ -10' PUBLIC TOWN OF ZEBULO\ ._ `\ S WATERCOURSE, WETLAND, STREAM BUFFER, OR OTHER BODY OF
;; R 1 Ij; i I / c, �, I 1 i 1 1 1 I 1 1 I , Z' 1 \ i / %/ /'� �' `♦`\ �/ / \ \ \ \\ \ . �1 STABILIZATION MUST OCCUR WITHIN 14 DAYS ON OTHER AREAS.
III 1 I I I / ' '/ I ' I I I ' 1 ' 1 /_ 1 1 1 i 'IIII % /� \ ` `�``� \ /''" ' \ \ \ ♦ ♦ 1" 52EENWAY WITHIN `♦ `\
��"/' I , , \ -- , I 1 , I I i /� 1 , , 1 , ♦��\ \ \ \ \ 6 WATER SHALL BE AVOIDED UNLESS AN ALTERNATIVE LOCATION IS
III 1 , 1 1 /' \ ' -- ' /--�-e__ 1 I 1 1 I , �� / �, \, \I\ 0" \ \ \ \ 11. BASIN OUTLET STRUCTURES WITH DRAINAGE AREAS EQUAL OR
/ /' I'' ?a- ' }� ' 1 ' ' ' ' I `IIII" �', ; 1',,`�11 I,- , ' / - \ \ \ \ \ 30' GREENWAY ,`\ \ ` \\ DEMONSTRATED TO BE UNAVAILABLE.
A ill I , I 1 1 , _ -- _ 1 I ,f I 1 ' 1 1 1 / /IIII ' �,„ X ,''"', /� \ \ , ____ GREATER THAN ONE ACRES MUST WITHDRAW WATER FROM THE
I I ' / 1 '--------- / . _ _ _�___ - I 1 1 1 1 / 1 1 /'/ , 1__ • . ` :. . ' . "IIII '\ - TRAIL EASEMENT \ `
II I
1 , 111 ; I; 1111 ' ---- _ I I I IIII/ /'// ' __ \I �A '` IV
7. ECT THE STOCKPILE
`` \` ' \\ \-\ SURFACE ANY CONCENTRATED FLOW LIKELY TO AFF
I , I IIII /_ \. ..\\` ; - - \ ,, ,,'' / \ \ \ \ \ ♦ . . \
ca j„ , r I I 1 1 1 , /, , ,/ __ \ \ \ _ --- _ SHALL BE DIVERTED TO AN APPROVED BMP.
1„ , -r-1 1 I , , , , // , ,, \ ♦ ` \ , , \ \' \ \ t'y 260 `\ `♦ ` 12. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY
I 1 h III 1„ II 1 1 \ 1 1 ' 1 I 1 1 / / / 'IIII' ,� ```'" � --1 _ ` ` \-_________ ____
'I \ `� BE REQUIRED BY THE LOCAL EROSION CONTROL INSPECTOR. 8. OFF-SITE SPOIL OR BORROW AREAS MUST BE IN COMPLIANCE
1 1 1 I I I I , I I 1 ' 1 , I ' I ' / 1 I ' / ' "/ i' \'% `♦ \ :

`-----------
!;fel; SES "sHETS�,C-7.5,_-= f =_;;'----------------- ----- / ;
- _ -
/ i I i Il i I � � � * � �`!Ar �� ��T �I! �4* � � � �y � /�� �'�.. ^ � � � ---���_�a �i �� � � �� -� � �•� � '
I; MATCHLII�E: S -E VEETS C=7 6 ------ __ % % ,' ' / ' ;; =� _
- - = ;
/ III _ - � , , , , -'''' , , / / � , / -`l`-----�`�-_ --__ - ` `� \\ `\` ♦\ - - \ \ l
/ I �'�'-_- 1 "` \ ` \ \� ♦ I , , I , I I I III I \ ,
/ , I """"" �`, "' ; , ,' `; \\\ \ \\\ ♦ I III , I,;I III I `\ '
------------
v 06
II \ i ,- ♦♦ .\ \„ . , III I I I I I V
-
, I / / I \ , \ _,A / \` -- / \ ♦ ♦ \`` \ \ \ ♦ ♦ I , I I I I' I III
/ I,^I , I ; `\ _"--� ' \\ \ , \ ^ ♦ ♦`�\.\ `:: \ `\ 1 III , I , ; I 111 `3°
/1 / 1 - . j � \ • g ; ' , `, � \`:::` � �� ��\` 1111 11111 11 °NN—
`;,`•\
\-
/ / / \, � \ ,\ ♦�\\\ `\ \\\ \' - -�� , 1,11 11 1/
/I � / i / \ `` \v ` i .\ ` \ i, i -v\ \ ` \`\ `` `�\♦\ \ // `II I IIII I`-
�-- f / / ` `\ \ / � ♦ i , ♦ \`, ♦ \\\` \ / / I I I IIII 1 --r '1,0� /'/ 1
' i / ` ' ,' -_ ,' `\`\ \ ♦\ \\\�\ \♦ `\\ 11 I IIII I � 1
j' / /�\ ```\`' �' - i S ` - \ i ``♦ `\ `�\`\`\\`,\ II II 11'1
I i / ,"' `` .\ \�`� ,.' ----- ; ' ' � ' ` �; a /'.♦ \ �,\ `\` \`\ �` \\;\\\\ `�\\- �' iii/ `�\ , N,,
10
20' 2 B(FER,(TYP.) ° " ,\ PROP. SILT FENCING
.�\ . . \ \\
ZONEliZON 1,�UFFE�/ (TYP/f ;' \\ ,f,' ?, \(TYP/305
�r ___________-.
' �
IW=W `1Wm mm=mm m
' - -- --
� I I
PROP. INLET PROTECTION (TYP.)
20' HOA STORM DRAINAGE AND ,
1 , i MAINTENANCE EASEMENT '
I
I
I
1
1 ,
,
cb
306
' i Ii''' " '' `, ` ` �\ " � ` �G ` \ `♦ \\ � � � TEMP. CONCRETE
CONSTRUCTION I �
1 1,11 // \// _ � \ , ` ` \ \ ` / \ ♦ b\ /
-illi;;Ili ;,1 ���` -- ♦ ♦ '� `\�, � , �,\ \ ��_� `\ 1/ //��' ���`` i / -''' "
_--
--- ;1 111;1!' l!I - ---__ `. `. ` � � ;,, �- ,,,� ;' f;- •�,:. _ "- - \ `.�
1Iill 1 l 20' HOA STORM DRAINAGE AND
1,111 11 - ♦ \ \ \ / i ' ` , , , , \ \ \ ,
;1,x;11 ;; 1 \�`. \ ` ,9s• ;,;, `-\ \��;; - MAINTENANCE EASEMENT
Illi 11 11 ` , ♦ / ♦ \ \ I ,-' / , / ' \ 11' 1
ISI
Ir
EXISTING AGRICULTURAL POND
JURISDICTIONAL
EXISTING ACRICULTURAL POND
JURISDICTIONAL
1
I
I
41
\
s
S
-TEMP. CONSTRUCTION
ENTRANCE
REV
PROPOSED NOTE
TYPICAL NOTE TEXT
SF SF
SILT FENCE
LOD LOD
LIMITS OF DISTURBANCE
TPF TPF
TREE PROTECTION FENCE
PROP. 30'X 50' CONST. ENTRANCE
TEMPORARY BAFFLE
CONCRETE WASH
I
11,
CHECK DAM
INLET PROTECTION
s
cb
306
' i Ii''' " '' `, ` ` �\ " � ` �G ` \ `♦ \\ � � � TEMP. CONCRETE
CONSTRUCTION I �
1 1,11 // \// _ � \ , ` ` \ \ ` / \ ♦ b\ /
-illi;;Ili ;,1 ���` -- ♦ ♦ '� `\�, � , �,\ \ ��_� `\ 1/ //��' ���`` i / -''' "
_--
--- ;1 111;1!' l!I - ---__ `. `. ` � � ;,, �- ,,,� ;' f;- •�,:. _ "- - \ `.�
1Iill 1 l 20' HOA STORM DRAINAGE AND
1,111 11 - ♦ \ \ \ / i ' ` , , , , \ \ \ ,
;1,x;11 ;; 1 \�`. \ ` ,9s• ;,;, `-\ \��;; - MAINTENANCE EASEMENT
Illi 11 11 ` , ♦ / ♦ \ \ I ,-' / , / ' \ 11' 1
ISI
Ir
EXISTING AGRICULTURAL POND
JURISDICTIONAL
EXISTING ACRICULTURAL POND
JURISDICTIONAL
1
I
I
41
\
s
S
-TEMP. CONSTRUCTION
ENTRANCE
\ \ PROP. SILT FENCING
(TYP.)
W 20' HOA STORM DRAINAGE AND
MAINTENANCE EASEMENT \
oil
` !
I I I ■ \
1 ,
3/4 PIPE _ --"" /' x§9'58 371 712.'05' PROPERTY BOUNDARY"
IN CONC.
III ,
j / -------'------------ M 1 m
--------
I m 1 cn
m
" m 1
; I , = 1 U)
M 1 m
cn 1
n 1 n
4 1 �I
C7) bo
'ull1
1
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR1620570BO - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:52 PM LAST SAVED BY: SKEIDEL
REV
PROPOSED NOTE
TYPICAL NOTE TEXT
SF SF
SILT FENCE
LOD LOD
LIMITS OF DISTURBANCE
TPF TPF
TREE PROTECTION FENCE
PROP. 30'X 50' CONST. ENTRANCE
TEMPORARY BAFFLE
CONCRETE WASH
I
11,
CHECK DAM
INLET PROTECTION
\ \ PROP. SILT FENCING
(TYP.)
W 20' HOA STORM DRAINAGE AND
MAINTENANCE EASEMENT \
oil
` !
I I I ■ \
1 ,
3/4 PIPE _ --"" /' x§9'58 371 712.'05' PROPERTY BOUNDARY"
IN CONC.
III ,
j / -------'------------ M 1 m
--------
I m 1 cn
m
" m 1
; I , = 1 U)
M 1 m
cn 1
n 1 n
4 1 �I
C7) bo
'ull1
1
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR1620570BO - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:52 PM LAST SAVED BY: SKEIDEL
EROSION CONTROL LEGEND
REV
PROPOSED NOTE
TYPICAL NOTE TEXT
SF SF
SILT FENCE
LOD LOD
LIMITS OF DISTURBANCE
TPF TPF
TREE PROTECTION FENCE
PROP. 30'X 50' CONST. ENTRANCE
TEMPORARY BAFFLE
CONCRETE WASH
I
SILT FENCE OUTLET
CHECK DAM
INLET PROTECTION
EROSION CONTROL LEGEND
REV
PROPOSED NOTE
TYPICAL NOTE TEXT
SF SF
SILT FENCE
LOD LOD
LIMITS OF DISTURBANCE
TPF TPF
TREE PROTECTION FENCE
PROP. 30'X 50' CONST. ENTRANCE
TEMPORARY BAFFLE
CONCRETE WASH
SILT FENCE OUTLET
CHECK DAM
INLET PROTECTION
0
0
60 30 15 0 60
1 "= 60'
g �U z o
w ; ox
I+d 10 u- F
a
;en �z¢wFQ
I�I a J
=�aoa �N
U® U a F(f) 0 � g
oa
a Q w
�a o�CUZ o g=
WZ Z
Z J m
aJoow a QNz
fsl�w .. 0. a� W w
UWU ♦....♦ g z
w w
as �U z0a .
_ww a
<-
a } � wQ ww
¢ W-6
=om==°a
� U < 0
®W o=wowJ
u =w
W
va �1 0 0 g
o W w w W w z a z z
z N
uj �Pa Z��YYo
QwO= o
�F �ZmZZOfco°
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" _--cm
CAD I. D.: OB1
PROJECT: AUTUMN
]LAKES
PHASE III
FOR
LEil
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
TD-) 0 TOT
D \ �.,
ENGINEERING NO, IPILILC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
ISHEET TITLE:
,
EROSION
CONTROLPLAN
PHASE 11 - AREA
B
SHEET NUMBER:
C-7,6

I
_ C,
NEW 30' COR
PUBLIC SAN. 1
I SEWER EASEMENT
I� 1
sem% 1
1
1
MANHOLE F
\� TOP = 257.03
\ INV IN = 245.81 _
INV OUT = 245.56 1
Ilk
IT N BLANKET
HOAIDEVEWPER�
7 1
MAINTENANCE SEMENT d
P}�A8 THE CIL 8EAVERDAU CREEK
FES 102 RIP 1
MIN. 28'(L) X 43' ( X 15" (T) 9,X�I 40' EMERGENCY SPILLWAY s� IS THE ACTUAL PROPERTY LINE
FP—�FP_ 1
\ CLASS II RIPRAP
)1p�r ro 1
1
4' MIN. HIGH VINYL COATED _ ,. \ 6, /FP ��1�% \�A
CHAIN LINK SAFETY FENCE FP
\ 0\�
\ � \ �� ♦ SLS \ � .� .�
` `11
BENCH AND TRASH RECEPTACLE E�1 S
y , ON CONCRETE PAD �FP�FP
= ._rp—
INV OUT 24471 FP
��"
FES -400 RIPRAPP / �FP
MIN. 18' (L) X 30' (W) X 12" (T) 2 > \/ MANHOLE l 1
11p / 10D YR./, TOP
! 11*
= 257.81 1
20' PUBLIC TOWN )
1v
ZEBULON DRAINAGE
i
&ACCESS EASEMENT`PROP. 8.0" SKIMMER
WITH 6.5" 0 ORIFICE
_ _ 1
4SIN 4 —\ `\ / cJ6 _ 254 s \ 1
s S
,27 AC
262.00--
270.00 \ --- --- \,/; �( 255; / , ��00 _ �; � `` �`, , , / \ s \ 1 Jv W_
268.50 - i ' /� `\i �( �\ `\` \ 00 ' / , ` I - ��� \ \ \ ;; I`� , � \ / � \ \ � Aw
;.-i
rH:40'" - : - - - ' I /i J ' i i )\ .�� i r f'� - 'Ii,1,I;I , s
�\ , 250 20' PUBLIC TOWN OF
'16 SF'78 SF PROP. RISER I i i I i %� ,' f 'i _-' ZEBULON DRAINAGE _ - -_ __ ', �, \ \ \100 �
186 CF f (REFER TO SHEET C-4.5 FOR DETAILS) /� ' i i l ,� i i ; i /' '�55 �e� &ACCESS E� MENT 'Opp _ ---- _ _ ' / ' ' ' `HOLE H \ LP \ too
I NA--- /, / / _- ' ?.' - --- --- _ i I I P = 264.34 \ \
67 CF \ �'-----------
--------------
---- - b /
`^ `�\ - -- , i FES -100 RIPRAP -'' .-^ '� ,'' '/ ,- -- _ , � � � \ /
ig- 41111FE€R J 00 �---0pl - , i \ s MANHOLE ✓ 1
X i i i MIN.15' (L) X 25' (W) X 12'(T)-__ '' % . --- . �- ,-' - ,-------UO9 ^--------------
------- N \ ; �I i I i i .r hl , i i . ; :/ - .�60 -�/' "� _270, �` I i \ \ \ /TOP = 258.72 1 /
\�` �`�. ^^'^, PROP. SILT FENCING �' 2 � �''�' �-'' / � 10' PUBLIC TOWN 0 ZEBULO � \ ✓ /
F N
----- • l \ % ' GREENWAY WITHIN -------------- '
--` l65 , I I ; ; �l,��-AW . Z1 2 BUFFER 7y) 30' GREENWAY -----------
65-
TRAIL
----� \ s
TRAIL EASEMENT ----------------- ` ■
�--275
------------------------ 1 1
1 :P�II� r/, ,�, ,/�, 280---� `
I , , , , , , /; , / ''/ \ `--------------
W Wo imr 90on
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR1620570BO - PHASE IILDWG PRINTED BY: SKEIDEL 3.13.19 @ 2:52 PM LAST SAVED BY: SKEIDEL
\ I I 10' PUBLIC TOWN OF
ZEBULON TRAIL WITHIN
264 INVESTUENTS' LLC 1
20' ACCESS EASEMENT
DS 16478, PC. 1190
TAX PIN: 2706819852 1
ZONING. R-13-SUD 1
I
FES -600 RIPRAP
MIN. 5' (L) X 10(W)X6-'(T),
PROP. SILT FENCING
____ N
E (TYP.)
SEWER EASEMEN I
FES -300 RIPRAP
F^ MIN. 5'(L)X10'(W)X6"(T)
r I cb,Cb
1
PROP. RISER
(REFER TO SHEET C-4.6 FOR DETAILS)
PROP. 5.0"
SKIMMER WITH
,
4.5" 0 ORIFICE MATCHLINE: SEE SHEETS C-7.7 1
�� � � i i ( i � � ' ' i ' ' ( /' � % i i i % ,
�� FE* imiy";�lr�ii ii*110mi �'�,f�i10i�'ii ����������������������������������������
\ (y)\ \ �\ ;' \\ /% ;' / ;' ;' ;' ; % / ; ' MATCHLINE: SEE SHEETS C-7.8
JEROSION CONTROL LEGEND
1
PROPOSED NOTE
TAR""
D
D
SENT
=;
n
_015'
DIN
z1
TEMPORARY BAFFLE
708-
m1
m - - - -
SILT FENCE OUTLET
Um 1
cn
m1
m _
m1
m
cn 1
cn
,�
� _
\V
1
_\
I
_ C,
NEW 30' COR
PUBLIC SAN. 1
I SEWER EASEMENT
I� 1
sem% 1
1
1
MANHOLE F
\� TOP = 257.03
\ INV IN = 245.81 _
INV OUT = 245.56 1
Ilk
IT N BLANKET
HOAIDEVEWPER�
7 1
MAINTENANCE SEMENT d
P}�A8 THE CIL 8EAVERDAU CREEK
FES 102 RIP 1
MIN. 28'(L) X 43' ( X 15" (T) 9,X�I 40' EMERGENCY SPILLWAY s� IS THE ACTUAL PROPERTY LINE
FP—�FP_ 1
\ CLASS II RIPRAP
)1p�r ro 1
1
4' MIN. HIGH VINYL COATED _ ,. \ 6, /FP ��1�% \�A
CHAIN LINK SAFETY FENCE FP
\ 0\�
\ � \ �� ♦ SLS \ � .� .�
` `11
BENCH AND TRASH RECEPTACLE E�1 S
y , ON CONCRETE PAD �FP�FP
= ._rp—
INV OUT 24471 FP
��"
FES -400 RIPRAPP / �FP
MIN. 18' (L) X 30' (W) X 12" (T) 2 > \/ MANHOLE l 1
11p / 10D YR./, TOP
! 11*
= 257.81 1
20' PUBLIC TOWN )
1v
ZEBULON DRAINAGE
i
&ACCESS EASEMENT`PROP. 8.0" SKIMMER
WITH 6.5" 0 ORIFICE
_ _ 1
4SIN 4 —\ `\ / cJ6 _ 254 s \ 1
s S
,27 AC
262.00--
270.00 \ --- --- \,/; �( 255; / , ��00 _ �; � `` �`, , , / \ s \ 1 Jv W_
268.50 - i ' /� `\i �( �\ `\` \ 00 ' / , ` I - ��� \ \ \ ;; I`� , � \ / � \ \ � Aw
;.-i
rH:40'" - : - - - ' I /i J ' i i )\ .�� i r f'� - 'Ii,1,I;I , s
�\ , 250 20' PUBLIC TOWN OF
'16 SF'78 SF PROP. RISER I i i I i %� ,' f 'i _-' ZEBULON DRAINAGE _ - -_ __ ', �, \ \ \100 �
186 CF f (REFER TO SHEET C-4.5 FOR DETAILS) /� ' i i l ,� i i ; i /' '�55 �e� &ACCESS E� MENT 'Opp _ ---- _ _ ' / ' ' ' `HOLE H \ LP \ too
I NA--- /, / / _- ' ?.' - --- --- _ i I I P = 264.34 \ \
67 CF \ �'-----------
--------------
---- - b /
`^ `�\ - -- , i FES -100 RIPRAP -'' .-^ '� ,'' '/ ,- -- _ , � � � \ /
ig- 41111FE€R J 00 �---0pl - , i \ s MANHOLE ✓ 1
X i i i MIN.15' (L) X 25' (W) X 12'(T)-__ '' % . --- . �- ,-' - ,-------UO9 ^--------------
------- N \ ; �I i I i i .r hl , i i . ; :/ - .�60 -�/' "� _270, �` I i \ \ \ /TOP = 258.72 1 /
\�` �`�. ^^'^, PROP. SILT FENCING �' 2 � �''�' �-'' / � 10' PUBLIC TOWN 0 ZEBULO � \ ✓ /
F N
----- • l \ % ' GREENWAY WITHIN -------------- '
--` l65 , I I ; ; �l,��-AW . Z1 2 BUFFER 7y) 30' GREENWAY -----------
65-
TRAIL
----� \ s
TRAIL EASEMENT ----------------- ` ■
�--275
------------------------ 1 1
1 :P�II� r/, ,�, ,/�, 280---� `
I , , , , , , /; , / ''/ \ `--------------
W Wo imr 90on
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR1620570BO - PHASE IILDWG PRINTED BY: SKEIDEL 3.13.19 @ 2:52 PM LAST SAVED BY: SKEIDEL
\ I I 10' PUBLIC TOWN OF
ZEBULON TRAIL WITHIN
264 INVESTUENTS' LLC 1
20' ACCESS EASEMENT
DS 16478, PC. 1190
TAX PIN: 2706819852 1
ZONING. R-13-SUD 1
I
FES -600 RIPRAP
MIN. 5' (L) X 10(W)X6-'(T),
PROP. SILT FENCING
____ N
E (TYP.)
SEWER EASEMEN I
FES -300 RIPRAP
F^ MIN. 5'(L)X10'(W)X6"(T)
r I cb,Cb
1
PROP. RISER
(REFER TO SHEET C-4.6 FOR DETAILS)
PROP. 5.0"
SKIMMER WITH
,
4.5" 0 ORIFICE MATCHLINE: SEE SHEETS C-7.7 1
�� � � i i ( i � � ' ' i ' ' ( /' � % i i i % ,
�� FE* imiy";�lr�ii ii*110mi �'�,f�i10i�'ii ����������������������������������������
\ (y)\ \ �\ ;' \\ /% ;' / ;' ;' ;' ; % / ; ' MATCHLINE: SEE SHEETS C-7.8
JEROSION CONTROL LEGEND
REV
PROPOSED NOTE
TYPICAL NOTE TEXT
SF SF
SILT FENCE
LOD LOD
LIMITS OF DISTURBANCE
TPF TPF
TREE PROTECTION FENCE
PROP. 30'X 50' CONST. ENTRANCE
TEMPORARY BAFFLE
CONCRETE WASH
SILT FENCE OUTLET
CHECK DAM
INLET PROTECTION
nw,
m
0
60 30 15 0 60
1 "= 60'
g �U z o
O09LL
x
�za�¢
U® U=�aoa ;w
a Fcf)❑ � g
r� H Z Q c
0 }za o w
paw ❑Q�0 z go
��>>o z�
'Zi
}LL
W 0�WJ o
�j �4 M 111
m g LD7 z oe
// _ J ❑ Z J m
¢oowQ
fsl�w m�AZUK� w
CSWU ♦����♦ gNz
z� } wa�
U) o Www
DC7 baa}tea ooh
z wQ www aw
z==J m Q,N
�1 U H l-S�¢0 two
z �SC4 =J~___
®W o !zw O w a
wo_o_JcnW �o
W 0 w o
N
F-4CS�5 � w '0
va �1 0 0- g
r Q 3:'m
121z>zz g w wz N
W W w ¢ �
Z� Y Y z o
r�z ¢w0>'>0= o
�zmzzz
�4 ri)
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" _--cm
CAD I. D.: 0B1
PROJECT: AUTUMN
LAKES
PHASE III
FOR
LEil
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
1 _Q1 OTI-IT L ]E
D �.,
ENGINEERING N0, IPILILC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
EROSION
CO l ROI . I"1 .A\
PHASE 11 - AREA
c
SHEET NUMBER:
C-7,7

Ai
FES -301 RIPRAI -
' 280
MIN. 24' (L) X 37' (W) X 15" (T) \
1 \�
4' MIN. HIGH VINYL COATED
CHAIN LINK SAFETY FENCE
27,
20' PUBLIC TOWN OF
` /'%' \\ '• ZEBULON DRAINAGE
�♦ ` %' 1 \ ' ' & ACCESS EASEMENT `
♦
1 ` l
------------
---------- \ \♦ ♦♦♦yam♦`♦` ♦♦``
PROP. RISER 'i `V 1
(REFER TO SHEET C-4`6 FOR DETAILS)
PROP. 5.0"
� SKIMMER WITH
4.5" 0 ORIFICE \\ MATCHLINE: SEE SHEETS C-7.7 1
N r\� Ili i■�*iimy"lmlmmiimi ii*0i11111111 ,ii■0, ii WMM=Mmmmmmmmmmmmji■�����������������������
MATCHLINE: SEE SHEETS C-7.8 ,
\\ 1 i i
` PHASE 2 TEMP. SEDIMENT BASIN 5
DRAINAGE AREA: 7.23 AC
` BTM ELEV.: 269.00
TOP ELEV.: 278.50
EMERGENCY SPILLWAY ELEV.: 277.00
EMERGENCY SPILLWAY WIDTH: 10'
♦ 1 , , , , I I 1 I I I
1 SA REQUIRED: 11,291 SF
SA PROVIDED: 18,238 SF
` i \ VOLUME REQUIRED: 13,014 CF
VOLUME PROVIDED: 95,890 CF
`, , �i i i �: ' i (w� / ' ' I ' C V ' ' I I (�� , 1 1 I O I ♦ I 1
j♦ \ `, `\\ `\ \\ \ \ \ \� \\ 1 , I ; I I I I I ; R/WI M
�`. ` , ♦`. \. \` \t �- \\``, ♦` ' ;. ! ♦1f �i i � � i I i � i i I i i i i I ! i ' 1
IN ` l ` l.11 111\1 t. ' t . I • I : 1 i ; i i '1 \ i \ 1 i / /
N 30' OR PUBLIC SAN. `` \ , , 1 1 I i 1 ` \ '
, , I \ , ,
EASEMENT l
, ; \ �`�� ,\ ,\ ---_\ , ♦♦ I \ \ \` II-�� -� \ ,`\,\ \ \` `,` 1111 l ; ; I 1 1 \1 \ � � 1 1 1 I l r% 1
. \ - BOO i ',t I
-_--------------- 1 ,
1 ,
----------- - - _ - ``, `\ \`\ ` `\ '\ I 1 ',
-- ; I ' 1
- `',
\` * _-' - \ ♦ ` \ \ , 1 1 I 1 I I1 11n1111 I i \`> ` `, � `
--- - _`\1 \ I`, \ ` NEW 30' COR PUBLIC SAN. 1
---------- ♦`♦i, i / i , / �' \` N� II\\\ `\ SEWER EASEMENT
1 �•, n I 29p U` 1
------------- 1 1 11 3 v \, 1
-------�- I 0 ` \ ` c In,ro
I \ 4C
7 315-1 1 ; 5; I f
`,s I; 0 1
\� 1 219
PROP. INLET PROTECTION (NP.)
` `t
ti
AGE AND
\SEMENT
4
IN
I I ,
I I p
\�`,
II `
®-----
?Y �\ 1
m 1 m 1651,9' � ONCRETE �I Q�O� PG�, 1
R/W MONUMENT\G Q 1
M rm,-I
cn
=
c 1 c 1
C-) 1 0 DB 10919, PG 27.9 1
44 1 -�4 IAXPIN:2i06i2906 1
rn ; °°, ���1G1�I1�G° J
1,0
1 ti �l 1
1 1
1 1
1 1
I 1
1 1
1 1
I 1
I 1
H:\2016\NCR1620570RAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR1620570BO - PHASE IILDWG PRINTED BY: SKEIDEL 3.13.19 @ 2:52 PM LAST SAVED BY: SKEIDEL
EROSION CONTROL LEGEND
REV
PROPOSED NOTE
TYPICAL NOTE TEXT
SF SF
SILT FENCE
LOD LOD
LIMITS OF DISTURBANCE
TPF TPF
TREE PROTECTION FENCE
PROP. 30'X 50' CONST. ENTRANCE
x
F -21F
TEMPORARY BAFFLE
CONCRETE WASH
SILT FENCE OUTLET
CHECK DAM
INLET PROTECTION
nw,
0
0
60 30 15 0 60
1 "= 60'
REVISIONS
REV
DATE
COMMENT
BY
~
1-22-19
�U
H >
z o
Lu O
P;
x
F -21F
U
= cn Q
3 w
U ®
H Q � 0
U Q F
� g
[Tj
1
5
=a
a
uP,
o U Z
W Z
gz
as
�
> U
LLl Z Z 5; > Z P
'zLL
umI. L.0
o
J=)t Z J
QoowQQa
m
gN�
6T4'� w
m to Z U K
w w
CSWU
♦**�♦
g z
�C7p"
}
U) o
Www
(� z
WQawWw
Z== m
aw
J
a N
V
®W
J F O
O x r w O w
a
rnaa�cn�
�o
�P-4
=
W
w
w
�-0
w
iw
cf] rsi
O O �
o
W
W
o -z w
wZaZ�w Z
=�
-M4
r' a
Z � � `1 `1 Z
o
r�z
¢ W 0>->-
g
��
a-Lu0LuW0
Z) z m z Z Z
�4 ri)
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" ---cm
CAD I. D.: OB1
PROJECT: AUTUMN
LAKES
PHASE III
FOR
LEil
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
000����
ENGINEERING NO, IPILILC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
EROSION
CO l ROI . I"1 .A\
PHASE 11 - AREA
D
SHEET NUMBER:
C-7,8

STR EaETSCA P E & AMENITY ENITY ]LANDSCAPE SCHEDULE
KEY
QTY.
BOTANICAL NAME
COMMON NAME
CAL.
CONT.
SIZE
Remarks
QULY
26
Quercus lyrata'Highbeam'
Highbeam' Overcup Oak
2.5" CAL
B+B
12.14' HT
Full, Central Leader
QUNU
56
Quercus nuttallii
Nuttall Oak
2.5" CAL
B+B
12.14' HT
Full, Central Leader
QUPH
6
Quercus phellos'Hightower'
'Hightower Willow oak
2.5" CAL
B+B
12.14' HT
Full, Central Leader
QUSH
20
Quercus shumardii
Shumard Oak
2.5" CAL
B+B
12.14' HT
Full, Central Leader
PATRICIA K. WESTOVER
DB 8231, PG. 1844
TAX PIN.- 2706548655
ZONING: R-20
CHARLES DENNIS DEBAAM
WONNE A. DEBAAM
—DB 8476, PG. 1626
TAX PIN: 2706744179
ZONING: R-20
CHARLES DENNIS DEBAAM
YVONNE A. DEBNAM
DS
10883,
PG.
2346
TAX
PIN.-
2706601306
ZONING'
R- I3-SUD
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057LLO - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 aQ 2:54 PM LAST SAVED BY: SKEIDEL
C 00 • i rr �6p'
�vO�Uti1E "P1'OC C 68016
E
15
NO
200 100 50 0 200
1 "= 200'
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
�U
Z o
W W
O¢" LL~
a
1,-4
J
xrQ¢
F
3w
Uc0
♦ � � � ♦
TJ
<1
g4
,
is
a
A.
¢ ¢
g
F�
4UA,
cQ cc
C, � c7 z 0
22>2
8=
W
.4
000
uizZ>ZF
zo
j
�
o w w a= z
o0
o�
�j�F
G�
W4
�FF�Wx
¢OJ(n
O 0z
s,
2z
m(n (W)
CI�p��W�IU♦����♦
gZz_
U 6 ON
�-4
}
ii o
�zva
W ¢ d a x
tom
Q Z
wQ www
Z= m
aw
b
x J
W 6- > ¢ F
ww�xw0
¢ N c
two
g&
(7 ? 0
�e®OW
Z)J
0=rW0W
cn a a J cn of
a�
�o
�r
W U
w
o
oz-
Ucn
w
z�
Ci] W
O 0
o f
n
Y 0,�
o r w w
w Z Z
cm
�\
>
a Q
ti Z J 00 `0 W
o
z
4 W 0>->- x
o
F
Z) Z M Z Z Z
z
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" =
CAD I.D.: LL1
PROJECT: AUTUMN
LAKES
PHASE III
FOR
-10
LEil
HOMES
]LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
7D-) 0 TD-)
]ENGINEERING NO, FILILC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE: j�
OVERIN.AL Le
PHASE 3
LANDSCAPE
PLAN
SHEET NUMBER:
C-8,0

QU
it
—� N_
1 \ \
° II 13 -ACSU
1 -SAGE \ \
=Fr
/
/ 20' PUBLIC TOWN OF \� PE'
ZEBULON DRAINAGE - \
VI / & ACCESS EASEMENT
125-EUDU
p l oo
OADD. 20' ZONE 2 BUFFER (TYP.)
I1 jo N / \� 30' ZONE 1 BUFFER (TYP.) \
o_ / a
3 -SAGE
1 -IRVI
RVI
1-CHGL
-
/ I Q f
O
of o
I .
/ EXISTING POND I I LODE ---
/ - JURISDICTIONAL I I
o II
/OO/ \ \ \\
— 1 16,070 SF FLAGGED
_ I WETLANDS
AREA (HATCHED) / / / / BOO / \
411
-cD
QUNU
_I
/ I
I QUNU I
MATCHLINE: SEE SHEETS C-8.1 I
�I MATCHLINE: SEE SHEETS C-8.2 - —
II � � III I Il11II Allll I II -, �I
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057LLO - PHASE IILDWG PRINTED BY: SKEIDEL 3.13.19 @ 2:54 PM LAST SAVED BY: SKEIDEL
o �
QUNU
QUNU.,
0
/ 450 '\\426
� 30' ZONE 1 BUFFER (TYP.)
ADD. 20' ZONE 2 BUFFER
I 451 /
QUNU
QUNU STORM DRAINAGE AND
1 \
IVIrJNTENANCE EASEMENT �
I
l i o 452 I i/\
I J �
- ` \ F413 •'. t 1 1
-,� 453 1 I 1
\ � I QUNU
QUNU
ot
\ - 454 QUI
o � S
\ N 8,144 SF FLAGGED \ \ \ \
u
WETLANDS \ \
AREA (HATCHED) \ 55 1 r
1 \ QUNU 1 41
1 20' HOA STOW
MAINTENANCIS
a
,—nom
®QUNU
1
I
40 PERMANENT SAMMRY D 1 D
SEWER EASEMENT c7 1 c7
��$ \ A SHOWN ON MB 2015, 1 _
r
PG. SAND DESCRIBED IN z 1 z
DB 16147, PG. 708 m 1 m
r C/7 1 C/)
m 1 m
.I MANHOLE E - =
TOP = 257.95=
.- INV IN = 246.20 m 1 m
— — — INV OUT = 24 70� 1 �
1
F QQ co
70-IRVI
QUNU
438 / \ 105-CH6L
QUNU
W / 437 / / \
� ' � /�'/ �/ ■ 111
C
9:4)\ \/ ISH QUSH \ ■ /
H
QUSH US \
QUSH
WET POND (SCM #1) LANDSCAPE LEGEND:
SHALLOW LAND
°oppOo°pOopOo
op°oopOpo°000°
po°opoppo°°po
pooppo°poo°po
SHALLOW WATER
CHGL: CHELONE GLABRA - WHITE TURTLEHEAD / 253 UNITS
EUDU: EUPATORIADELPHUS DUBIUS - DWARF JOE PYE WEED / 252 UNITS
LOCA: LOBELIA CARDINALIS - CARDINAL FLOWER / 234 UNITS
IRVI: IRIS VIRGINIA - BLUE IRIS / 268 UNITS
ACSU: ACORUS SUBCORDATUM - SWEETFLAG / 247 UNITS
SACE: SAURURUS CERNUUS - LIZARD'S TAIL / 217 UNITS
nw,
m
I
60 30 15 0 60
1 "= 60'
REV
DATE
COMMENT
BY
g
~
1-22-19
�U
F�p
z o
w ox
I
1
F J F
I�
0 LL C6
o Zama
1 I
I Q
3w
U®
U Q F� 0[Tj
I �
'
I
II
oa
ts
a
Ua,,
0 W U Z 2
W Z
g-
as
1 _
1 --_
U I I
>
> U
w Z Z > Z 10
� �
'
I
J Ur
M.
MATCHLINE: SEE SHEETS C-8.1 I
�I MATCHLINE: SEE SHEETS C-8.2 - —
II � � III I Il11II Allll I II -, �I
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057LLO - PHASE IILDWG PRINTED BY: SKEIDEL 3.13.19 @ 2:54 PM LAST SAVED BY: SKEIDEL
o �
QUNU
QUNU.,
0
/ 450 '\\426
� 30' ZONE 1 BUFFER (TYP.)
ADD. 20' ZONE 2 BUFFER
I 451 /
QUNU
QUNU STORM DRAINAGE AND
1 \
IVIrJNTENANCE EASEMENT �
I
l i o 452 I i/\
I J �
- ` \ F413 •'. t 1 1
-,� 453 1 I 1
\ � I QUNU
QUNU
ot
\ - 454 QUI
o � S
\ N 8,144 SF FLAGGED \ \ \ \
u
WETLANDS \ \
AREA (HATCHED) \ 55 1 r
1 \ QUNU 1 41
1 20' HOA STOW
MAINTENANCIS
a
,—nom
®QUNU
1
I
40 PERMANENT SAMMRY D 1 D
SEWER EASEMENT c7 1 c7
��$ \ A SHOWN ON MB 2015, 1 _
r
PG. SAND DESCRIBED IN z 1 z
DB 16147, PG. 708 m 1 m
r C/7 1 C/)
m 1 m
.I MANHOLE E - =
TOP = 257.95=
.- INV IN = 246.20 m 1 m
— — — INV OUT = 24 70� 1 �
1
F QQ co
70-IRVI
QUNU
438 / \ 105-CH6L
QUNU
W / 437 / / \
� ' � /�'/ �/ ■ 111
C
9:4)\ \/ ISH QUSH \ ■ /
H
QUSH US \
QUSH
WET POND (SCM #1) LANDSCAPE LEGEND:
SHALLOW LAND
°oppOo°pOopOo
op°oopOpo°000°
po°opoppo°°po
pooppo°poo°po
SHALLOW WATER
CHGL: CHELONE GLABRA - WHITE TURTLEHEAD / 253 UNITS
EUDU: EUPATORIADELPHUS DUBIUS - DWARF JOE PYE WEED / 252 UNITS
LOCA: LOBELIA CARDINALIS - CARDINAL FLOWER / 234 UNITS
IRVI: IRIS VIRGINIA - BLUE IRIS / 268 UNITS
ACSU: ACORUS SUBCORDATUM - SWEETFLAG / 247 UNITS
SACE: SAURURUS CERNUUS - LIZARD'S TAIL / 217 UNITS
nw,
m
I
60 30 15 0 60
1 "= 60'
REVISIONS
REV
DATE
COMMENT
BY
g
~
1-22-19
�U
F�p
z o
w ox
W
uW
F J F
I�
0 LL C6
o Zama
=rQo<
3w
U®
U Q F� 0[Tj
� g
oa
ts
a
Ua,,
0 W U Z 2
W Z
g-
as
>
> U
w Z Z > Z 10
� �
'zLL
a C
J Ur
M.
J Z J
Qoz(W)Q
m
gN�
Z
owU
z�
......
g =
wa=
�
C� �°+
}
K O
z w
z z
(�
WQaWWw
Z== W, m
awe
6
r�
J
W J j ¢
a N
�w0
o=�co
WoW
!�1
fn a
� L4
= w
W
W
o
w
i w
va w
Z
0 0 -
- �t 3:
g
w
W
w
>z z¢ z mw z
W 121<
=m
=�
�Pa
Z:5<2YYz
V.5
r� Z
0 �} =
Q W >-
o
�F
U) 3: U)
Z)zmzzz
�4rn
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" _--cm
CAD I. D.: LL1
PROJECT: AUTUMN
LAKES
PHASE ASCE III
FOR
LEil
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
o
OTOT L]E TDI
ENGINEERING NO, IPILILC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
rSHEET TITLE:
LANDSCAPE
PLAN - AREA A
SHEET NUMBER:
C-81

I IIIIIM ----
MATCHLINE: SEE SHEETS C-8.1 i
�I MATCHLINE: SEE SHEETS C-8.2 --L —�
Q I -
I
AXL
mem =ammmmrrm
-SACE
L
r 457 1 N
Qunm
QUNU
�i -\\\\ (:��) \ Z Z
QlQUILY
w
u
WES
i
'_-
1 OCA
J `� 40-IRVI 1
r QUNU
\ 1 -SACE �
\ \ \, 125- DU ° 96- VI r N
\ / \ 122- E 461 1 1
QUNU
NU / \ 116- GL _ 1
0' ZONE 2 BUFFER (T)IP.)
1E 1 BUFFER
QUNU
\ / /
OVERL00N SEATING AREA 463 / � 1
NU \ \\ r
1 " • " \ / / � � \ \\ 464 1 �
\ _ QUNU_
\
1
1
1
i
1
1
1
1
1
1
-EX. 1A CMP
INV = NO. 6J
1
1
1
i
1
1 PC
EXISTING AGRICULTURAL POND
JURISDICTIONAL
EXISTING AGRICULTURAL POND
JURISDICTIONAL
D TRAIL FOR AMENIT SEE SHEETS C-8.4 - C.8.5--,,,\
NG AREA
LION
/ / \ 465
VIA/ 1 466
EXISTING POND
ra:»
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057LLO - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:54 PM LAST SAVED BY: SKEIDEL
QUSH
QUILY
i
QUNU \ 384 / / 350 1
QULY
r 1 1 \ \ 385 \ \ / / s�F
20' HOA STORM DRAINAGE AND \/ / \ O QULY /
I 1 MAINTENANCE EASEMENT
QUNU ' / \ \ 381 �QU Y / \
\ \ 380 \ / QUSH /� 1
1 377 1111 378 \ QUSH QUSH _ QULY
\ /
QUNU 1 1 I i / \ s\ QULY
6
\ 20' HOA STORM DRAINAGE AND
\ MAINTENANCE EASEMENT
NU
\ \ UPH
RW
J
W
QUSH QUSH
371
S QUSH / \ \ / / s QULY \� C
F 372 QULY
-QUNU
QULY �
376 1 i 1 \ \ / / ✓ / � � � \ S
1 � \
cg) \ /
\ \
`QUPH
20' H STORM D
MAINTENANCE EASEMENT
365 \ QUPH
/ QUPH / i QULY \
r s �
1 \\ / \ ✓ / - S / \,�� \ 315
a
�UPH QUPH S � � jl
QUPH
14
- /
3 SK rCOURT f QUPH ` / \ \ 313
wCRA
1 310 20' HOA STORM DRAINAGE AND \
MAINTENANCE EASEMENT
p0'\ Oo � C
Oo>
1
Oo ✓ QUI
>
DD
S89 58 37V 712.05' PROPERTY BOUNDARY 1
2 .f
7z 1 z
_ 10' TYPE'A' m 1 m
LANDSCAPE BUFFERC )
m 1 m
M 1 m
= 1 =
M 1 m
m m
i 1 __j
cn cn
n 1 0
N 1 ip,
1
1
1
1
1
1
1
1
1
4 / /11 l 11
Q
i
i
JD AG 2-5 y� /
PH
r /
H /
��1(�� cab �i � �� r� �■
QU H\
7X
nw,
m
I
60 30 15 0 60
1 "= 60'
g �U z o
~ F',�p w
Ow W� Ox
�I F Q l�L LL F
men �zaF¢ �
a 0 J
=�ao[Tj
a
. o ... is
Q Z =
Ina
2 >U Z as
w Z Z > Z 'zLL
W mW-m� o
Z J m
¢OOw�aa gN�
fsl�w mu�z0� W w
CSWU ♦....♦ gNz
} waw
o Www
:!�q W Q a w W w aw
z=_ j
�1 a�� ��S�¢� ,S
DC7�����0
®W O x w O w a
�PL4 wao �co
= w
W � w
va 0 0 g
>.0 � W -w �m
o > w W w z¢ z g z N�
5! Z:5 :2 Y Y z o
Qw03r o
CC
�H Z)ZmZZ°
�4 ri)
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" _--cm
CAD I. D.: LLO
PROJECT: AUTUMN
LAKES
PHASE III
FOR
LEil
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
000���
ENGINEERING 1q(0, IPILILC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
rSHEET TITLE:
LANDSCAPE
PLAN - AREA B
SHEET NUMBER:
C-8,2

ZONING: R-20
fj
Ir% I -
1/?yD ; D I <2c' � 1
NT = 1 n I
715, r.. .. .. ... - - - - ..L�� I 1
IN Z 1 z I NEW 30' COR
708 - m 1 m _ _ _ _ I _ _ _ I PUBLIC SAN. 1
m 1 SEWER EASEMENT
m1�m4
U 1 cn
m1 m
I
I1 U' I 1
\,� co00
I
J � W
i1
\ \,
a \ I l
\ •1 \' MANHOLE F
TOP = 257.03 I 1
'INV IN = 24581 - - - -
1
1 \ �l OUT = 245.56
F I . .. .. _ _ 1
\ 4pP - 1
hp,
s� 1
00
80-SACE \\ �a
I \' 146 -LOCA \\ $ _ � 1
\ \� THE CBEA <o AM CREEK
\ I 8 IL 1
1 97-ACSU \ o �\ \ �s'� IS THE ACTUAL PROPERTY LINE
\ \ \
lb -1v
,HGL�� \BOO �1-.01 $ \ ro 1
1
\ 40 OUNU
399
�0p7
20' HOA STORM DRAINAGE AND
MAINTENANCE EASEMENT
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057LLO - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:54 PM LAST SAVED BY: SKEIDEL
\ \ BENCH AND TRASH RECEPTACLE X61 L6=FP�FP
ON CONCRETE PADAFP
' 8 —p -P PET WASTE STATION _� '$
)ACE INV OUT = 244.71 `r�FP FPFP
O
MANHULE /
�QI hP 9� �� TOP = 257.81
20' OF FOUR RAIL COMPOSITE /aj /� _ I 1tv Q1� 1
\� SAFETY FENCING / 1
/SLO
s \ 8 1
s \ 1
Y � �Go i o�� ZQO_ 1 ...... �00� �s� ;_1000,
�
20' PUBLIC TOWN OF
ZEBULON DRAINAGE /IDD /
& ACCESS EASEMENT 00MANHOLE H \ J \ IGO
__\\\ i TOP = 264.34 \ \
/ X30 ZONE 1 BUFFER (TYP.) 007 401 —001 \ r \ MANHOLE ✓ 1
10' PUBLIC TOWN OF ZEBULON 001 \ \ \ --TOP = 258.72 1 /
GREENWAYWITHIN I \ ✓ I/ /
ADD. 20' ZONE 2 BUFFER (TYP. 30' GREENWAY \
TRAIL EASEMENT
II
REV
DATE
I
BY
1
--+10'PUBLIC TOWN OF
�U
F�
z o
wa E
ZEBULON TRAIL WITHIN
FQLLoF
o
I
264 INVESTMENTS, LLC
W r�
20' A CESS EASEMENT
DB 16478, PG. 1190
0z,
\
(�
I
I
TAX PIN: 2706819852
irg
\ \
121
ZONING: R-13-SUD
1
\ \
f:4
<!�
z a
Q
1
0
cn En
X O z 0
K Z
oz
a s
U
'zLL
w Z Z > Z 0z
0 wxWxQ Z
\ \
\�4Jj
i�1
rn
��c7
,Z,cez
a 0 0 w J a
1
m to Z U��
w w
UWU
z�
♦....♦
oN
waw
NEW 30' COR PUBLIC SAN. \ \
}
� w
o
Www
�
SEWER EASEMENT \ 1
=m
z
1
ooh
Yw
�1
UCH
zap>U)�woo
a
1 1 1\
�
o
\
J F j Ox
0x!zw0Lu
w'a
UFFER-
10' LANDSCAPE BUFFER-
W
O �
o�
o }wW W zaaz2Z
z J 2 Y Y Z
w
-
K
W O O O} ~
F-
C!
a) F.
U) w O W W 0
xzmzzz
31
All
MATCHLINE: SEE SHEETS C-8.3
1
J\mm
U \
\ \ \
MATCHLINE: SEE SHEETS C-8.4
1
WET POND (SCM #1) LANDSCAPE E ]LeEG END:
SHALLOW LAND
pOppp o00 Opo
pop opOp pOpppO
O pppppp pp pOO pp
pop0o opo 000
po po opo po
SHALLOW WATER
CHGL: CHELONE GLABRA - WHITE TURTLEHEAD / 253 UNITS
EUDU: EUPATORIADELPHUS DUBIUS - DWARF JOE PYE WEED / 252 UNITS
LOCA: LOBELIA CARDINALIS - CARDINAL FLOWER / 234 UNITS
IRVI: IRIS VIRGINIA - BLUE IRIS / 268 UNITS
ACSU: ACORUS SUBCORDATUM - SWEETFLAG / 247 UNITS
SACE: SAURURUS CERNUUS - LIZARD'S TAIL / 217 UNITS
nw,
0
I
60 30 15 0 60
1 "= 60'
REVISIONS
REV
DATE
COMMENT
BY
g
1-22-19
�U
F�
z o
wa E
U�
FQLLoF
o
W r�
O
Of ¢ a F
0z,
�w
(�
U®
UaFtno
irg
IT]
121
f:4
<!�
z a
wK
0
cn En
X O z 0
K Z
oz
a s
U
'zLL
w Z Z > Z 0z
0 wxWxQ Z
0 w
\�4Jj
i�1
r-ar�F
CJ
��c7
,Z,cez
a 0 0 w J a
0�
�m
ffiN=
m to Z U��
w w
UWU
z�
♦....♦
oN
waw
��
}
� w
o
Www
�
w a a o x
=m
z
a a } z ¢
w¢ www
z10
ooh
Yw
�1
UCH
zap>U)�woo
a
®W
J F j Ox
0x!zw0Lu
w'a
W
O �
o�
o }wW W zaaz2Z
z J 2 Y Y Z
w
-
K
W O O O} ~
F-
C!
a) F.
U) w O W W 0
xzmzzz
All
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1" =8W
CAD I.D.: LLO
PROJECT: AUTUMN
LAKES
PHASE III
FOR
R4
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
Z5 J
000��IE
IEN GEN EIE1E RN G No, F LILQ:
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
rSHEET TITLE:
LANDSCAPE
PLAN — AREA C
SHEET NUMBER:
C-83

315
I
31-CHGL
_ _ /37-SACEOV \
51-IRVI-
- p8 LOCA 37-EUDU \�
39-EUDU \ �n
o0 97-SACE 48 ACSU I
37-CHGL 28,106 SF FLAGGED 33 CHGL
x WETLANDS /
o AREA (HATCHED) x I
71 -LOCA
O69-IRVI 54-EUDU
O] 42-ACSU X
11C TOWN OF
N DRAINAGE
iS EASEMENT
� 334
\ /333
/ \
335
' QUNU
336 / NEW 30' qOR PUBLIC SAN
II 332 I SEWE EASEMENT
L WL SL WL L
I
�
�\ cn J I�
00
\ 337 \ I 331 II
\ / � QUNU cn I z I I I I y I
\ _ I o I
' QUNU II
I Y• � I I I
I I I 1 � ■
� \MATCHLINE: SEE SHEETS C-8.3
1
MATCHLINE: SEE SHEETS C-8.4
\ 1
I I l i I
NEW 30' COR PUBLIC SAN. I I
SEWER EASEMENT /
I I I
zl I I I
O
\\ CONCRETE
W MONUM
I I /
I I �
I I '
/ 30' LANDSCAPE BUFFER -
I I /
j \ 330 I /
I I o 7
o
/ QULY QUNU
339 '• • � � / 329 I S I I I I
l 342 / I I I
(S� \ �• \ \ / � QUNU
\ NEW 30' COR PUBLIC SAN. I
\QUNU / SEWER EASEMENT
QULY30'
/ BUFFER
AL
�0• I
QUNU / � � � ^ I ALONG US -64 I
317 QUNU
/ QULY
326
QUNU/
\\ ✓ /
QUNU
`• / 325 \ \\ I
319
00
320
1 \\ QUNU QUNU
QUNU
1 D
I
FzTI ' fz
cQ m 1 m RIW MONUMENT
I
m I m GAYFAMILYLI11LITEDd'A1'�71� ARS IPII
ccn I U
1
C) 1 n DB 10919, PG 2759 1
& TAXPIT 2706729216
ZONING, R-IJ-SUD
1(6
1 1
1
1 � 1
1 1
1 1
1 1
1 I
1 I
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057LLO - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:55 PM LAST SAVED BY: SKEIDEL
WET POND (SCM #2) LANDSCAPE LEGEND:
SHALLOW LAND
SHALLOW WATER
CHGL: CHELONE GLABRA - WHITE TURTLEHEAD / 101 UNITS
EUDU: EUPATORIADELPHUS DUBIUS - DWARF JOE PYE WEED / 130 UNITS
o°O�°o°opOo°o°°o°o LOCA: LOBELIA CARDINALS - CARDINAL FLOWER / 129 UNITS
°o°000°000°oo
oo°°o°°oo°°oo
IRVI: IRIS VIRGINIA - BLUE IRIS / 120 UNITS
ACSU: ACORUS SUBCORDATUM - SWEETFLAG / 90 UNITS
/ ❑ ❑ ❑ SACE: SAURURUS CERNUUS - LIZARD'S TAIL / 134 UNITS
❑❑❑
nw,
0
I
60 30 15 0 60
1 "= 60'
REV
DATE
COMMENT
BY
g
�
1-22-19
�U
�
z o
w a E
UF, E
rd
6-
o
I/1
1 I
o -LL<6
a
I I
I
EV 4" METAL
1 I
/NV = 285.95
U=Q F U) 0
♦���♦
1 I
EV 4" METAL
F
/NV = 283.57
Sa
z a
Z Q
o
w ¢
315
I
31-CHGL
_ _ /37-SACEOV \
51-IRVI-
- p8 LOCA 37-EUDU \�
39-EUDU \ �n
o0 97-SACE 48 ACSU I
37-CHGL 28,106 SF FLAGGED 33 CHGL
x WETLANDS /
o AREA (HATCHED) x I
71 -LOCA
O69-IRVI 54-EUDU
O] 42-ACSU X
11C TOWN OF
N DRAINAGE
iS EASEMENT
� 334
\ /333
/ \
335
' QUNU
336 / NEW 30' qOR PUBLIC SAN
II 332 I SEWE EASEMENT
L WL SL WL L
I
�
�\ cn J I�
00
\ 337 \ I 331 II
\ / � QUNU cn I z I I I I y I
\ _ I o I
' QUNU II
I Y• � I I I
I I I 1 � ■
� \MATCHLINE: SEE SHEETS C-8.3
1
MATCHLINE: SEE SHEETS C-8.4
\ 1
I I l i I
NEW 30' COR PUBLIC SAN. I I
SEWER EASEMENT /
I I I
zl I I I
O
\\ CONCRETE
W MONUM
I I /
I I �
I I '
/ 30' LANDSCAPE BUFFER -
I I /
j \ 330 I /
I I o 7
o
/ QULY QUNU
339 '• • � � / 329 I S I I I I
l 342 / I I I
(S� \ �• \ \ / � QUNU
\ NEW 30' COR PUBLIC SAN. I
\QUNU / SEWER EASEMENT
QULY30'
/ BUFFER
AL
�0• I
QUNU / � � � ^ I ALONG US -64 I
317 QUNU
/ QULY
326
QUNU/
\\ ✓ /
QUNU
`• / 325 \ \\ I
319
00
320
1 \\ QUNU QUNU
QUNU
1 D
I
FzTI ' fz
cQ m 1 m RIW MONUMENT
I
m I m GAYFAMILYLI11LITEDd'A1'�71� ARS IPII
ccn I U
1
C) 1 n DB 10919, PG 2759 1
& TAXPIT 2706729216
ZONING, R-IJ-SUD
1(6
1 1
1
1 � 1
1 1
1 1
1 1
1 I
1 I
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057LLO - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:55 PM LAST SAVED BY: SKEIDEL
WET POND (SCM #2) LANDSCAPE LEGEND:
SHALLOW LAND
SHALLOW WATER
CHGL: CHELONE GLABRA - WHITE TURTLEHEAD / 101 UNITS
EUDU: EUPATORIADELPHUS DUBIUS - DWARF JOE PYE WEED / 130 UNITS
o°O�°o°opOo°o°°o°o LOCA: LOBELIA CARDINALS - CARDINAL FLOWER / 129 UNITS
°o°000°000°oo
oo°°o°°oo°°oo
IRVI: IRIS VIRGINIA - BLUE IRIS / 120 UNITS
ACSU: ACORUS SUBCORDATUM - SWEETFLAG / 90 UNITS
/ ❑ ❑ ❑ SACE: SAURURUS CERNUUS - LIZARD'S TAIL / 134 UNITS
❑❑❑
nw,
0
I
60 30 15 0 60
1 "= 60'
REVISIONS
REV
DATE
COMMENT
BY
g
�
1-22-19
�U
�
z o
w a E
UF, E
rd
6-
o
W rT
o -LL<6
a
�aoa
�w
(�
{�1
U®
U=Q F U) 0
♦���♦
`� g
F
Sa
z a
Z Q
o
w ¢
�U®
2> K Z
a s
U
w ZZ > =Z
wwQ Z
zo?'oLLw�m
20 x x
~~~wOx
O J a
O w
oN=
m to Z U��
w w
z�
�a
W
}
w
O
w w
z�w
CL
z �w¢
as -z¢
z www
ooh
Yw
�1
UCH
z a U) �
9:f)
woo
r
z
w O W 00
z
®W
i,- J F (9 j Ox
O x� w O w
w'a
U) CL cn�
o �
�o
�P-4
�w
W
w
ozw
w
a] W
0-
0
o
�W
�-Z zwz
w< Q Z
Z
a
o
z
J< Y Y
wcD WO'�
w O O O} F-
cn
U)
a w O w w 0
0
�4
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: 1"
CAD 1. D.: LLO
PROJECT: AUTUMN
LAKES
PHASE III
FOR
R4
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
TD -)o TL7 L J
D TD-).,
IEN GENE E1E RN G No, I�ILILQ:
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
LANDSCAPE
PLAN — AREA D
SHEET NUMBER:
C -8A

H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057LLO - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:55 PM LAST SAVED BY: SKEIDEL

R/W 5'-0" VARIES
IIIIII—II -I' --_ _
12 _ EXISTING
IIE IIIIII- 1�,/2 X1/4 - GRADE _ON SLOPE EX CURB
y - 12 1/2
EX PAVEMENT
_
�_
I—III—III—I SLI 1 _=4N-1 lig
III-III=III—III
UNDISTURBED J -III- I °
- - SUBGRADE I WTI I"I�r'T -
'VARIES, MAXIMUM SLOPE 2:1
UNLESS SHOWN OTHERWISE
SECTIONAL VIEW
1. PROVIDE 3/4" DEEP TOOLED SCORE AT 5'-0" O.C.
2. EXPANSION JOINTS TO BE PLACED 30'-0" O.C.
LONGITUDINALLY, ADJACENT TO CURBS, AND WHEN
BUTTING EXISTING STRUCTURES, CONCRETE, OR
BUILDINGS.
3. CONCRETE TO BE 3000 P.S.I. AT 28 DAYS,
AIR—ENTRAINED.
4. SUBGRADE SHOULD NOT CONTAIN ORGANIC MATTER
OR PLASTIC CLAYS. WHEN FOUND, REFER TO SPECS
OR CONTACT ENGINEER FOR DIRECTIONS.
5. AREAS OF FILL ARE TO BE COMPACTED TO 95%
STANDARD PROCTOR USING NCDOT CLASS III
BORROW OR BETTER. REMOVE TOPSOIL BEFORE
PLACING BORROW.
6. SIDEWALK TRANSVERSE SLOPE MAY INCREASE TO
1/2 IN 12 WITH TOWN'S ENGINEER APPROVAL.
TOWN OF ZEBULON
SCALE: DETAIL g
TYP SIDEWALK in NOT TO SCALE 13
CUT or FILL SECTIONS DATE: SHEET$:
USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 1 OF 1
GRILL AS SPECIFIED
3-1/2' DIA. POST FOR
EMBEDDING
FINISH 6" CLR. M 6" CLR.
3'-6" MIN. (MIN.)
GRADE (MIN.) I I 4"
L3J
12"
SECTION
TYPICAL GRILL DETAILS
r RUBBER HOSE AT CONTACT POINTS
1/4" NYLON CORD
MULCH
EDGI I TWICE RADIUS OF ROOT BAL
/3" MINIMUM PINE STRAW
OR BARK MULCH
W
C)
Q
L�
024.0" 96.0"
z_
JF1
m SCHEDULE 40 STEEL
o 1 LPLATE ANCHORS OR
EMBEDDED MOUNTING. 36.0"
J
J d
SIDE VIEW 1-15" to 30"
30.0" TYP.
24+ 0"
WALL OR BUILDING FACE
PLAN VIEW
NOTES:
1. BIKE RACKS SHOULD BE INSTALLED AS PER
MANUFACTURER'S RECOMMENDED INSTALLATION
PROCEDURES.
2. ALTERNATIVE BIKE RACKS OR LOCKERS MAY
BE USED BUT ARE SUBJECT TO APPROVAL BY
THE CITY AND/OR COUNTY.
3. ALL DIMENSIONS SHOWN ARE MINIMUM.
INVERTED U BIKE RACK
CENTER GRILL
IN OPENING
QI
U g
12" DIA. CONCRETE
REV
PEEL BACK BURLAP ON
B&B SHRUBS
¢Q
o
F
FOOTING BELOW
BARK NTH 5 PARTS
v...
. v... v
v''.
COMPACT BACKFILL IN
4" DEPTH OF 3/4" DIA.
:•F HOLE
v
v
H
WASHED GRAVEL
cr)
u o
F /q 0
U¢ ¢
AROUND BASE OF GRILL
/
z
J z ¢
o
CONCRETE PAVING
�U®
00 a
v
z C)7
v
F-1
AROUND GRILL
U
v
_.
O W T. 'z
v- v. 'v v
J
�F-�
x x < CD
¢OOwJ¢
DD
V
v o p v v p Q v
0
r U
��
Z
TABLE PAD
♦����♦
maz
0
6.
�W�-
W,w
UJOf
o
o
V
6"
w
V
CLR.
a
D
N
CLR.
�rn
z
(MIN.)
-jm
3'_g"
t
3 >
(MIN.)
w Q w w
Z x x J CD
N
m
PLAN
u�P
a U'
3/4" DIA. WASHED GRAVEL
AROUND BASE OF GRILL
BEVEL TOP OF FOOTING V
12" DIA. CONCRETE FOOTING
GENERAL NOTES:
1. A MINIMUM OF ONE GRILL FOR THE PROJECT SHALL BE AN ACCESSIBLE MODEL.
2. ADJACENT ACCESSIBLE AREA TO HAVE A CROSS SLOPE NOT TO EXCEED 2% IN
ANY DIRECTION.
3. LAYOUT DEPICTED ASSUMES A SINGLE GRILL. IN THE EVENT A DOUBLE GRILL IS
SPECIFIED, THE OVERALL DIMENSIONS SHALL BE ADJUSTED ACCORDINGLY TO
MAINTAIN THE MINIMUM CLEAR ZONES SHOWN.
NOTE:
PRUNE LOWER BRANCHES OF TREE BACK
TO MAIN TRUNK SO THAT REMAINING
HEAD S APPROX. 1/2 OF TOTAL TREE
HEIGHT
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 LAYER OF SOIL TO
COVER BALL
DEPRESSION FOR WATER ACCUMULATION
BERM SIZE TO BE PROMINENT
L .. COMPACT OUTER EDGE WITH
GROUND TREATED STAKES
(3 STAKES SPACED EQUIDISTANT)
PEEL BACK BURLAP
BACK FILL 1 PART COMPOST WITH
5 PARTS EXISTING SOIL
COMPACT BACK FILL IN BOTTOM
OF HOLE
TOWN OF ZEBULON
SCALE: DETAIL g
TYPICAL TREE STAKING NOT TO SCALE 44
and PLANTING DETAIL DATE: SHEET q:
USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 1 OF 1
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057LLO - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:55 PM LAST SAVED BY: SKEIDEL
NOT TO SCALE
HAIRLINE
JOINTS
2 3/8" x 4" x 8" CONC. UNIT
PAVERS. COLOR AS SELECTED
BY OWNER.
1" COMPACTED
BEDDING SAND ONE ROW PAVER
4" CABC BANDING -7
APPROVED PATENTED EDGE RESTRAINT
BY "SNAP EDGE," PERM ALOC,
"EDGELOK," OR APPROVED EQUAL.
SECURE PER MFR. SPEC.
NOTE:
LEVELING COURSE/SETTING BED
SHALL BE WELL GRADED CONCRETE
SAND MEETING ASTM C33, NOT
MASON'S SAND. NOT PLAY YARD
SAND.
SECTIONAL VIEW
FINISH GRADE IN
PLANTER, PAVED OR
GRASSED AREA.
4" 3000 PSI CONCRETE
BASE WITH 6 x 6-W1.4.W1.
WELDED WIRE MESH
REINFORCING (CTR.)
COMPACTED
SUBGRADE
TOWN OF ZEBULON
SCALE: DETAIL g
TYPICAL CONCRETE PAVERS NOT TO SCALE 16
STREET STANDARDS DATE: SHEET„:
USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 1 OF 1
\ 1
y
ALLOW THIN LAYER OF SOIL
TO COVER BALL
TWICE R ROOT BALL TO BE 1/3 - 1/2
OF BALL ABOVE EXISTING GRADE
-- BASED ON SOIL DRAINAGE
2" MINIMUM i L� IMPORTED TOP SOIL
PINE STRAW
OR RK
MULCH
T!
REV
PEEL BACK BURLAP ON
B&B SHRUBS
¢Q
o
F
`YOIpj�Npj�Olpj�Npj�
BARK NTH 5 PARTS
f P
EXISTING SOILINiNii3
COMPACT BACKFILL IN
:•F HOLE
SECTIONAL VIEW
H
xH-¢
O
cr)
u o
F /q 0
U¢ ¢
0 0
o
z
J z ¢
o
�U®
00 a
UZ
2> z
z C)7
F-1
U
o
A fTl rr
_.
O W T. 'z
o
J
�F-�
x x < CD
¢OOwJ¢
DD
W
m u)Z U
��
Z
weUr
♦����♦
maz
0
Z
a
�W�-
W,w
UJOf
o
o
V
TI
II
w
V
a
D
N
Q
�rn
z
w ¢ a =
a w
-jm
C)c
t
3 >
® F�
w Q w w
Z x x J CD
N
m
1 1/2”
u�P
a U'
who
C
/ (iI
wOmxOtoo
I
3' CLEAR TO Z
�R°i
®W
j¢FUjO
O x= w O w
a'
O
0
TREES OR SIGNS
ro
U) d 0_ J (n LL'
7
L
2, 2' SHOULDER - 10' PATHWAY 2' SHOULDER 3' TO SWALE
o
Z �,
m
U
I C/L
o
m
Y
'll-III=1 - 4" YELLOW CENTER
jIrll�i
p �
0 0
IIIII-I 2% CROSS SLOPE --► y: LINE. (DASHED)
y
N
n-
-11[-1----
W}
pq
Ij
Z Z Z
Z J 2 Y Y Z
o
m
I�lIL�I ICT '-T 1T -"I -11=111111 -II II Zi
W C7 X � X
LU
¢ W 0 0 0 x
o
n=' 10'-9" GRAVEL
3:
U) 3:U) 3:o_w0ww0
oIICRI
Z) Z DO Z Z Z
=
2" TYPE SF 9.5 A ASPHALT MIX
N
�
N _
T1
6"COMPACTED CRUSHED RUN GRAVEL
COMPACTED SUBGRADE
N
SECTIONAL VIEW
\ 1
y
ALLOW THIN LAYER OF SOIL
TO COVER BALL
TWICE R ROOT BALL TO BE 1/3 - 1/2
OF BALL ABOVE EXISTING GRADE
-- BASED ON SOIL DRAINAGE
2" MINIMUM i L� IMPORTED TOP SOIL
PINE STRAW
OR RK
MULCH
T!
REV
PEEL BACK BURLAP ON
B&B SHRUBS
¢Q
o
F
`YOIpj�Npj�Olpj�Npj�
BARK NTH 5 PARTS
f P
EXISTING SOILINiNii3
COMPACT BACKFILL IN
:•F HOLE
SECTIONAL VIEW
TOWN OF ZEBULON
SCALE: DETAIL B
ti TYPICAL SHRUB NOT TO SCALE 43
L PLANTING DETAIL DATE: SHEET q:
USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 1 OF 1
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 TREE 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.
INCORRECT CORRECT
BARRIER SHOULD BE INSTALLED AT THE DRIP LINE OF TREE BRANCHES
ORANGE, UV -RESISTANT,
5'-0" O.C. MAX. HIGH -TENSILE STRENGTH,
3- 3" POLY BARRICADE FABRIC
^I z
0
40" < <
W EAT H E R P R 00 F SIGN -"1=11 ti I1=1I H I1=111=111=1I I -111=1I b III=1I k —1 r)
SEE NOTES BELOW FOR Ili II�FI III1111�1111 II IIEIII-1111111�1F{! 11111' 4oSDIA .MPINE
B2 EIDTAER FI
CONSTRUCTION AAND X11=111=11' -1111r�111-I '-III OAK, OR 1.33 LB/LF 1q F
�4_ I - LI 4' STEEL.
NOTES: ELEVATIONAL VIEW f,:SUBGRAD[
1. INSTALL TREE PROTECTION FENCE AND SIGNAGE PRIOR TO CALLING FOR THE INITIAL
ON SITE INSPECTION BY THE TOWN 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' IN 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 ZEBULON PUBLIC WORKS DEPT. BASED ON ACTUAL FIELD CONDITIONS.
TOWN OF ZEBULON
SCALE: DETAIL y
STANDARD TREE Nor To SCALE 46
PROTECTION DETAIL DATE: SHEET q:
11- .1. crAun 1EIIIIIIA-1 n r I JULY 2010 1 of 1
T MIN
CLR (TYP)
III—III—III-
1=III=III—III �
SEAT WALL DETAIL
SCALE:NTS
PRECAST CAP
DRIP EDGE
PRECAST CAP
NOT TO SCALE
3"
PRECAST CAP AS SHOWN, COLOR TBD
REF, DETAIL "A"
GALVANIZED MASONRY TIES, 16" O.C. VERT/ 24" O.C. HORZ
BRICK, RUNNING BOND PATTERN, BRICK TO BE SELECTED BY CLIENT
4X8X16" CMU, GROUT SOLID
1/2" GROUT JOINT
4X4X8" CONCRETE BRICK
#3 REBAR, CROSS TIES, 18" O.C.
(3) #4 REBAR, CONT, EQ SPACING
#4 TURNED UP, 24" O.C.
CONCRETE FOOTER
3,000 PSI @ 28 DAYS
COMPACTED SUBGRADE 98%
STANDARD PROCTOR
REVISIONS
REV
DATE
¢Q
o
F
T�
a U
H
U�y
Z
¢
F Q O21 F
'S-
o
1.1J
LL
¢
H
xH-¢
O
:w
u o
F /q 0
U¢ ¢
0 0
z
J z ¢
o
�U®
00 a
UZ
2> z
oN
o
F-1
U
O W T. 'z
o�
�F-�
x x < CD
¢OOwJ¢
-
z
W
m u)Z U
W N w
weUr
♦����♦
maz
�W�-
W,w
UJOf
o
Www
a
W
�rn
z
w ¢ a =
a w
om
o W�
C)c
Z
® F�
w Q w w
Z x x J CD
N
j..4
u�P
a U'
who
wOmxOtoo
Z
�R°i
®W
j¢FUjO
O x= w O w
a'
O
U) d 0_ J (n LL'
I
U
Wco
o
F cn
Y
w
f] z
p �
0 0
y
}
W
aLu
W}
pq
Ij
Z Z Z
Z J 2 Y Y Z
�
M LL
W C7 X � X
LU
¢ W 0 0 0 x
o
U) 3:U) 3:o_w0ww0
ffi
z
Z) Z DO Z Z Z
♦ ♦ ♦ ♦ ♦ ♦
T1
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: AS NO13311
N. CAD 1. D.: LLD
PROJECT: AUTUMN
LAKES
PHASE III
FOR
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
01 0 J
TDI 000�L�
IEN GENE EKIIN G No, I�ILILQ:
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, INC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE: 1
LANDSCAPE
HAIRD SCAPE
DETAILS
SHEET NUMBER:
/�/�J\�
C-80 �L!/

_I =111
, FILL SLOPE �9" 1 W z
-�� 18" 12" V
CUSLOPE O J Q
OLL F g�x
F w Ii Uj a
VARIES 6' m h
N I -III-III U
o EX. ASPHALT *G-
- - 2" MIN. 1-2 BITUMINOUS
1=1 3000 PSI CONC. CABG _________________-- I _ -5.q. \� _ _ F w_ _ a o SECOND "PATCHING" CUT SEAL JOINT WITH PLANT MIX - COMPACTED
III- C===_------ ___-----____ i FOR PAVEMENT REPAIR/ EMULSIFIED ASPHALT [Tjp = z
1 1=III=111-
30" DAYS
STANDARD /2 1 k\50G 6 o m o PATCHING (CRS -1) 6" H -BINDER COMPACTED a Q Q C o
_ 6' COMPACTED CABG STONE
_ _________
I Tf=III- � I III _
_- - 9C� EXISTING PAVING FIRST "PAVEMENT OPENING
I-III=1�� _ _ _ - -_
In =III- �''--- -- SECTION CUT'" FOR PIPE INSTALLATION11-1 \ LI--- ----- ------ Q > < NI Ti -IIT-• z� \ =111=I COMPACTEDSTONE BASE PER •i W Z Z > z z LL
18" 12"
ASPHALT FLARE (SEE DETAILS) TYP. CROSS-SECTION \ 20' WHEN INTERSECTING \\ �'/ (( "ll O W W J = Z o w
/ WITH A LOCAL STREET `J
////\/\/\/\/ Q O O W ¢ m
CUT SLOPE a.s OFFSET CURB PAVEMENT WIDENING '7�\��/T\ \��\���\T rel COCO c.>
�1 12 \' / 2 25' WHEN INTERSECTING \ / (~ H- W =
� 1/2 \ I-2 ASPHALT i4� \ � WITH COLLECTOR STREETS \/\/\/\ /\/\/\/\/� "//� J � � Z J
FILL SLOPE / // // // //\//\//\ CUT PAVING HERE\/\/\/ l'�`7 `� Cd] o
NOT TO SCALE / / \�i� \\%/\\\ %\\%\\%\\%� FOR TRENCH �' (�
-111=111=1 1 ■�� c7 W ♦ ♦ o z
RE -CUT PAVING HERE\\%/\\�\\ . n �y p z "' w
d FOR REPAVING / Q
0 28 PSI CONC. CABC q h� 1' ' 0/\/ PIPE /\\i'- 0" a a-
30'
} ¢ z o 0
® 28 DAYS " o \� '� ¢ a d = m
6" COMPACTED CABC STONE-< w
r CURB & GUTTER w` -- < I I Q a- J w m �� r
o m o� MAX. MAX. W W ¢ z
30 VALLEY — SPILL o I I b ZJ� -
o \ #57 STONE OR FLOWABLE �] H Z 2-L O Q= w w p
I _ _ _ PIPE DIAMETER # \a FILL CONCRETE (NOTE 6) °�', r�-I W W j W O It
30" o B LESS THAN 14 12"Q°y 2 p m 2 m a
14" TO 36" 18" �\ �/� �1 F J U O F O as
6^ a CUL-DE-SAC MORE THAN 36 24 \, .-- `SEE DETAILS ELSEWHERE W O = E W O W J
- - - - - f
OR PIPE BEDDING fn a o_ U) Of
�o
-I I_I Ii . ° 1 1/2" R.-2 ASPHALT ` \ \ _ - - >\\/\\/ _ _ \\/\\% iri QI ♦ ♦ m z
-I I-1 7" N 1000 FEET MAXIMUM
u
0 W ��p
3000 PSI CONC.. ° ° ° ° cnec \ SIDEWALK REQUIRED ONE SIDE I�-I C5 } LU o m
WHEN CUL-DE-SAC LENGTH SECTIONAL VIEW �' o o
®28 DAYS 6" COMPACTED CABC STONE /// EXCEEDS 400' �, W p } W w a
STANDARD BACK OF CURB s. 96 FOOT DIAMETER USED IN
8" p CUL-DE-SAC > 150 FEET IN DEPTH z 0 of E Z NLL
1 / \ W U K K
e \\ Q 70 FOOT DIAMETER MAY BE USED FOR P z Z O O w o
m h NOTES: .'�� Qwo}}=
30" CUL-DE-SACS < 150 FEET IN DEPTH 1 PAVEMENT REPAIRS SHALL HAVE 6 COMPACTED H BINDER AND 2" TOPPING U)U)
1=III � OF SF9.5B. z m z z z < 6„ T -- -- 2
III-
-1111 � - 1 1/2" R. ----- -- --I--===------------ --= 2. TRENCH IS TO BE BACK FILLED IN 6" LIFTS AND COMPACTED TO 98% STANDARD � � • • • • • X
X17 =III=III-IIL=II - ° 1-2 ASPHALT N %-- --------------------- DENSITY AS DETERMINED BY AASHTO TEST METHOD T-99 OR ASTM D-698
\ 11=III=n' J o
BEFORE PAVEMENT REPAIRS ARE MADE.
Nr __ �o�lll' - °5.. B CURB END TAPER ,_� m 3. COMPACTION TEST MAY BE REQUIRED AT REQUEST OF INSPECTOR.
III- Q ISI= -1 . / _ 4. ALL EXISTING PAVED STREETS AND SECONDARY ROADS WHICH ARE OPEN CUT TO
-� a--- NOT TO SCALE '' / ' %�"
-iT1 = 1Ti-TI-1 1' INSTALL SEWER OR WATER PIPE, MUST BE REPAIRED ACCORDING TO THIS DETAIL.
- I �,
� Y'I 3000 PSI CONC.. � I i i
-III=I s II -III -III -IIP O 28 DAYS CABC 5. CABC BACKFILL IS NOT ALLOWED IN ANY PART OF TRENCH WITHIN PAVEMENT.
TIT= '�U-TIT='M=1 6" COMPACTED CABC STONE r '
g= N 11=III=III_ FIII-III-III° ;1 , i%1 6. FIBER OPTIC & GAS: #57 STONE OR FLOWABLE FILL CONCRETE (MINIMUM 50 PSI)
mo -r H11=III=1. I_III-III= SPILL
III=11L= \ /„' BUT MIN. 6” COMPACTED CLASS II OR III (DEFINITION IN SECTION 02210 -
J�=III-L-, klll=
11=III=III-. VIII=III-1 NOTES: \; %' PARAGRAPH 3B OF SPECS FILL OVER TOP OF FIBER OPTIC CABLE OR GAS PIPE.
=1- 1=III_
1111=11111 1. SCORE CURB / VALLEY GUTTER AT 15' O.C.
-III-II-III 2. PROVIDE 1/2" EXPANSION JOINTS AT 90' O.C.
•L 11=-� 3. FOR TRANSITION OF CURB TO CURB OPENING INLET, _===
SEE STANDARD DETAIL 33.
TOWN OF ZEBULON TOWN OF ZEBULON TOWN OF ZEBULON TOWN OF ZEBULON TOWN OF ZEBULON
SCALE: DETAIL N SCALE: DETAIL # SCALE: DETAIL # SCALE: DETAIL N SCALE: DETAIL #
TYPICAL CURB & GUTTER NOT TO SCALE 1 STD. CURB & GUTTER & NOT TO SCALE 3 TERMINAL END OF CURB NOT TO SCALE 4 CUL—DE—SAC NOT TO SCALE 5 FULL DEPTH ASPHALT REPAIR NOT TO SCALE s
STREET STANDARDS DATE SHEET#: VALLEY GUTTER DETAIL DATE: SHEET„: at SHOULDER SECTIONS DATE: SHEET #: DIMENSIONS DATE SHEET#: DETAIL FOR UTILITY CUTS DATE: SHEET
USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 1 OF 1 USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 1 OF 1 USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 1 OF 1 USE WITH STANDARD SPECIFICATIONS ONLY JULY 2O1 O 1 OF 1 USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 1 OF 1
A F �\” 6'-0" MINIMUM (UNLESS OTHERWISE SPECIFIED)
NOTES:
DEPRESSED CURB
TO MA pEp ,' --� WHEELCHAIR RAMPS SHALL BE PROVIDED AT LOCATIONS AS SHOWN ON THESE PLANS OR AS
T PAPE P TN C o�'P �o'� 12:1 MAXIMUM SLOPE STANDARD 2'-6'" DIRECTED BY T ESE DETAILS; HOWEVER, ENGINEER.WHEELCHAIR
LOCATONRRAMPS SHALL BE MAY BE ADJUSTED ASATED AS DIRECTED INDICATED
IN
ENGINEER
NEN Ck ERp pT /Z+ o� CURB & GUTTER
CpTTERARAI CURBQU� IJ, JkpgN ��P���� / o}Q= WHERE THESE LOCATIONSSTING , NOT POLES, LESS THAN HAN D2AEET OF PULL LHEGHTTCURB C. FSHALECT LLBEEPLACED
lIN lfl q AR DINT SIpN / e o� �o BETWEEN ADJACENT RAMPS.
REVISIONS
REV
DATE
COMMENT
'N� I
Ili
IIILIi�,
I=117=
II � 1T=11T
Q IIIII� III-�
op
z o
1-22-19
z
O U
SJK
Q IIIIIIIII111111
ry I=III=
I I=II_T�ITI�
$a
SIDE SLOPE CANNOT EXCEED 1 : 12
~ m
W U
V)
j III II_
w
w
C)
W
H-
Z
INSTRUCTIONS
*STAMPED CONCRETE NOT ALLOWED
6'-0" MINIMUM RAMP LENGTH
o0
_ oL Z II it < W w
N � �
w 4
n
n
a
11- �
O
wa
PARKING IN MUNICIPAL APPLICATIONS ONLY
TOWN OF ZEBULON
N Jw
SCALE:
a
F
NOT TO SCALE
w
04
V
a Z
SHEET #:
N
o M
a
1 OF 1
USE WITH STANDARD SPECIFICATIONS ONLY
w \ m O X
O < U Q
W
r
w
Q
W
o4
aYY
N
N
Z V,
w
4
aUQ
mIS
r IIIA m
////\/\/\/\/ Q O O W ¢ m
CUT SLOPE a.s OFFSET CURB PAVEMENT WIDENING '7�\��/T\ \��\���\T rel COCO c.>
�1 12 \' / 2 25' WHEN INTERSECTING \ / (~ H- W =
� 1/2 \ I-2 ASPHALT i4� \ � WITH COLLECTOR STREETS \/\/\/\ /\/\/\/\/� "//� J � � Z J
FILL SLOPE / // // // //\//\//\ CUT PAVING HERE\/\/\/ l'�`7 `� Cd] o
NOT TO SCALE / / \�i� \\%/\\\ %\\%\\%\\%� FOR TRENCH �' (�
-111=111=1 1 ■�� c7 W ♦ ♦ o z
RE -CUT PAVING HERE\\%/\\�\\ . n �y p z "' w
d FOR REPAVING / Q
0 28 PSI CONC. CABC q h� 1' ' 0/\/ PIPE /\\i'- 0" a a-
30'
} ¢ z o 0
® 28 DAYS " o \� '� ¢ a d = m
6" COMPACTED CABC STONE-< w
r CURB & GUTTER w` -- < I I Q a- J w m �� r
o m o� MAX. MAX. W W ¢ z
30 VALLEY — SPILL o I I b ZJ� -
o \ #57 STONE OR FLOWABLE �] H Z 2-L O Q= w w p
I _ _ _ PIPE DIAMETER # \a FILL CONCRETE (NOTE 6) °�', r�-I W W j W O It
30" o B LESS THAN 14 12"Q°y 2 p m 2 m a
14" TO 36" 18" �\ �/� �1 F J U O F O as
6^ a CUL-DE-SAC MORE THAN 36 24 \, .-- `SEE DETAILS ELSEWHERE W O = E W O W J
- - - - - f
OR PIPE BEDDING fn a o_ U) Of
�o
-I I_I Ii . ° 1 1/2" R.-2 ASPHALT ` \ \ _ - - >\\/\\/ _ _ \\/\\% iri QI ♦ ♦ m z
-I I-1 7" N 1000 FEET MAXIMUM
u
0 W ��p
3000 PSI CONC.. ° ° ° ° cnec \ SIDEWALK REQUIRED ONE SIDE I�-I C5 } LU o m
WHEN CUL-DE-SAC LENGTH SECTIONAL VIEW �' o o
®28 DAYS 6" COMPACTED CABC STONE /// EXCEEDS 400' �, W p } W w a
STANDARD BACK OF CURB s. 96 FOOT DIAMETER USED IN
8" p CUL-DE-SAC > 150 FEET IN DEPTH z 0 of E Z NLL
1 / \ W U K K
e \\ Q 70 FOOT DIAMETER MAY BE USED FOR P z Z O O w o
m h NOTES: .'�� Qwo}}=
30" CUL-DE-SACS < 150 FEET IN DEPTH 1 PAVEMENT REPAIRS SHALL HAVE 6 COMPACTED H BINDER AND 2" TOPPING U)U)
1=III � OF SF9.5B. z m z z z < 6„ T -- -- 2
III-
-1111 � - 1 1/2" R. ----- -- --I--===------------ --= 2. TRENCH IS TO BE BACK FILLED IN 6" LIFTS AND COMPACTED TO 98% STANDARD � � • • • • • X
X17 =III=III-IIL=II - ° 1-2 ASPHALT N %-- --------------------- DENSITY AS DETERMINED BY AASHTO TEST METHOD T-99 OR ASTM D-698
\ 11=III=n' J o
BEFORE PAVEMENT REPAIRS ARE MADE.
Nr __ �o�lll' - °5.. B CURB END TAPER ,_� m 3. COMPACTION TEST MAY BE REQUIRED AT REQUEST OF INSPECTOR.
III- Q ISI= -1 . / _ 4. ALL EXISTING PAVED STREETS AND SECONDARY ROADS WHICH ARE OPEN CUT TO
-� a--- NOT TO SCALE '' / ' %�"
-iT1 = 1Ti-TI-1 1' INSTALL SEWER OR WATER PIPE, MUST BE REPAIRED ACCORDING TO THIS DETAIL.
- I �,
� Y'I 3000 PSI CONC.. � I i i
-III=I s II -III -III -IIP O 28 DAYS CABC 5. CABC BACKFILL IS NOT ALLOWED IN ANY PART OF TRENCH WITHIN PAVEMENT.
TIT= '�U-TIT='M=1 6" COMPACTED CABC STONE r '
g= N 11=III=III_ FIII-III-III° ;1 , i%1 6. FIBER OPTIC & GAS: #57 STONE OR FLOWABLE FILL CONCRETE (MINIMUM 50 PSI)
mo -r H11=III=1. I_III-III= SPILL
III=11L= \ /„' BUT MIN. 6” COMPACTED CLASS II OR III (DEFINITION IN SECTION 02210 -
J�=III-L-, klll=
11=III=III-. VIII=III-1 NOTES: \; %' PARAGRAPH 3B OF SPECS FILL OVER TOP OF FIBER OPTIC CABLE OR GAS PIPE.
=1- 1=III_
1111=11111 1. SCORE CURB / VALLEY GUTTER AT 15' O.C.
-III-II-III 2. PROVIDE 1/2" EXPANSION JOINTS AT 90' O.C.
•L 11=-� 3. FOR TRANSITION OF CURB TO CURB OPENING INLET, _===
SEE STANDARD DETAIL 33.
TOWN OF ZEBULON TOWN OF ZEBULON TOWN OF ZEBULON TOWN OF ZEBULON TOWN OF ZEBULON
SCALE: DETAIL N SCALE: DETAIL # SCALE: DETAIL # SCALE: DETAIL N SCALE: DETAIL #
TYPICAL CURB & GUTTER NOT TO SCALE 1 STD. CURB & GUTTER & NOT TO SCALE 3 TERMINAL END OF CURB NOT TO SCALE 4 CUL—DE—SAC NOT TO SCALE 5 FULL DEPTH ASPHALT REPAIR NOT TO SCALE s
STREET STANDARDS DATE SHEET#: VALLEY GUTTER DETAIL DATE: SHEET„: at SHOULDER SECTIONS DATE: SHEET #: DIMENSIONS DATE SHEET#: DETAIL FOR UTILITY CUTS DATE: SHEET
USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 1 OF 1 USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 1 OF 1 USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 1 OF 1 USE WITH STANDARD SPECIFICATIONS ONLY JULY 2O1 O 1 OF 1 USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 1 OF 1
A F �\” 6'-0" MINIMUM (UNLESS OTHERWISE SPECIFIED)
NOTES:
DEPRESSED CURB
TO MA pEp ,' --� WHEELCHAIR RAMPS SHALL BE PROVIDED AT LOCATIONS AS SHOWN ON THESE PLANS OR AS
T PAPE P TN C o�'P �o'� 12:1 MAXIMUM SLOPE STANDARD 2'-6'" DIRECTED BY T ESE DETAILS; HOWEVER, ENGINEER.WHEELCHAIR
LOCATONRRAMPS SHALL BE MAY BE ADJUSTED ASATED AS DIRECTED INDICATED
IN
ENGINEER
NEN Ck ERp pT /Z+ o� CURB & GUTTER
CpTTERARAI CURBQU� IJ, JkpgN ��P���� / o}Q= WHERE THESE LOCATIONSSTING , NOT POLES, LESS THAN HAN D2AEET OF PULL LHEGHTTCURB C. FSHALECT LLBEEPLACED
lIN lfl q AR DINT SIpN / e o� �o BETWEEN ADJACENT RAMPS.
REVISIONS
REV
DATE
COMMENT
BY
op
z o
1-22-19
z
O U
SJK
• CURB �
$a
SIDE SLOPE CANNOT EXCEED 1 : 12
~ m
W U
V)
w
w
w
z o
w N
N
W
H-
Z
INSTRUCTIONS
*STAMPED CONCRETE NOT ALLOWED
6'-0" MINIMUM RAMP LENGTH
o0
F
�Q
w 4
n
n
a
IN -WALK HANDICAP RAMP
wa
PARKING IN MUNICIPAL APPLICATIONS ONLY
TOWN OF ZEBULON
HANDICAP PARKING
SCALE:
a
NOT TO SCALE
w
04
DATE
SHEET #:
N
JULY 2010
1 OF 1
USE WITH STANDARD SPECIFICATIONS ONLY
r
w
Q
W
o4
aYY
N
w
4
aUQ
mIS
N
g
U
V
////\/\/\/\/ Q O O W ¢ m
CUT SLOPE a.s OFFSET CURB PAVEMENT WIDENING '7�\��/T\ \��\���\T rel COCO c.>
�1 12 \' / 2 25' WHEN INTERSECTING \ / (~ H- W =
� 1/2 \ I-2 ASPHALT i4� \ � WITH COLLECTOR STREETS \/\/\/\ /\/\/\/\/� "//� J � � Z J
FILL SLOPE / // // // //\//\//\ CUT PAVING HERE\/\/\/ l'�`7 `� Cd] o
NOT TO SCALE / / \�i� \\%/\\\ %\\%\\%\\%� FOR TRENCH �' (�
-111=111=1 1 ■�� c7 W ♦ ♦ o z
RE -CUT PAVING HERE\\%/\\�\\ . n �y p z "' w
d FOR REPAVING / Q
0 28 PSI CONC. CABC q h� 1' ' 0/\/ PIPE /\\i'- 0" a a-
30'
} ¢ z o 0
® 28 DAYS " o \� '� ¢ a d = m
6" COMPACTED CABC STONE-< w
r CURB & GUTTER w` -- < I I Q a- J w m �� r
o m o� MAX. MAX. W W ¢ z
30 VALLEY — SPILL o I I b ZJ� -
o \ #57 STONE OR FLOWABLE �] H Z 2-L O Q= w w p
I _ _ _ PIPE DIAMETER # \a FILL CONCRETE (NOTE 6) °�', r�-I W W j W O It
30" o B LESS THAN 14 12"Q°y 2 p m 2 m a
14" TO 36" 18" �\ �/� �1 F J U O F O as
6^ a CUL-DE-SAC MORE THAN 36 24 \, .-- `SEE DETAILS ELSEWHERE W O = E W O W J
- - - - - f
OR PIPE BEDDING fn a o_ U) Of
�o
-I I_I Ii . ° 1 1/2" R.-2 ASPHALT ` \ \ _ - - >\\/\\/ _ _ \\/\\% iri QI ♦ ♦ m z
-I I-1 7" N 1000 FEET MAXIMUM
u
0 W ��p
3000 PSI CONC.. ° ° ° ° cnec \ SIDEWALK REQUIRED ONE SIDE I�-I C5 } LU o m
WHEN CUL-DE-SAC LENGTH SECTIONAL VIEW �' o o
®28 DAYS 6" COMPACTED CABC STONE /// EXCEEDS 400' �, W p } W w a
STANDARD BACK OF CURB s. 96 FOOT DIAMETER USED IN
8" p CUL-DE-SAC > 150 FEET IN DEPTH z 0 of E Z NLL
1 / \ W U K K
e \\ Q 70 FOOT DIAMETER MAY BE USED FOR P z Z O O w o
m h NOTES: .'�� Qwo}}=
30" CUL-DE-SACS < 150 FEET IN DEPTH 1 PAVEMENT REPAIRS SHALL HAVE 6 COMPACTED H BINDER AND 2" TOPPING U)U)
1=III � OF SF9.5B. z m z z z < 6„ T -- -- 2
III-
-1111 � - 1 1/2" R. ----- -- --I--===------------ --= 2. TRENCH IS TO BE BACK FILLED IN 6" LIFTS AND COMPACTED TO 98% STANDARD � � • • • • • X
X17 =III=III-IIL=II - ° 1-2 ASPHALT N %-- --------------------- DENSITY AS DETERMINED BY AASHTO TEST METHOD T-99 OR ASTM D-698
\ 11=III=n' J o
BEFORE PAVEMENT REPAIRS ARE MADE.
Nr __ �o�lll' - °5.. B CURB END TAPER ,_� m 3. COMPACTION TEST MAY BE REQUIRED AT REQUEST OF INSPECTOR.
III- Q ISI= -1 . / _ 4. ALL EXISTING PAVED STREETS AND SECONDARY ROADS WHICH ARE OPEN CUT TO
-� a--- NOT TO SCALE '' / ' %�"
-iT1 = 1Ti-TI-1 1' INSTALL SEWER OR WATER PIPE, MUST BE REPAIRED ACCORDING TO THIS DETAIL.
- I �,
� Y'I 3000 PSI CONC.. � I i i
-III=I s II -III -III -IIP O 28 DAYS CABC 5. CABC BACKFILL IS NOT ALLOWED IN ANY PART OF TRENCH WITHIN PAVEMENT.
TIT= '�U-TIT='M=1 6" COMPACTED CABC STONE r '
g= N 11=III=III_ FIII-III-III° ;1 , i%1 6. FIBER OPTIC & GAS: #57 STONE OR FLOWABLE FILL CONCRETE (MINIMUM 50 PSI)
mo -r H11=III=1. I_III-III= SPILL
III=11L= \ /„' BUT MIN. 6” COMPACTED CLASS II OR III (DEFINITION IN SECTION 02210 -
J�=III-L-, klll=
11=III=III-. VIII=III-1 NOTES: \; %' PARAGRAPH 3B OF SPECS FILL OVER TOP OF FIBER OPTIC CABLE OR GAS PIPE.
=1- 1=III_
1111=11111 1. SCORE CURB / VALLEY GUTTER AT 15' O.C.
-III-II-III 2. PROVIDE 1/2" EXPANSION JOINTS AT 90' O.C.
•L 11=-� 3. FOR TRANSITION OF CURB TO CURB OPENING INLET, _===
SEE STANDARD DETAIL 33.
TOWN OF ZEBULON TOWN OF ZEBULON TOWN OF ZEBULON TOWN OF ZEBULON TOWN OF ZEBULON
SCALE: DETAIL N SCALE: DETAIL # SCALE: DETAIL # SCALE: DETAIL N SCALE: DETAIL #
TYPICAL CURB & GUTTER NOT TO SCALE 1 STD. CURB & GUTTER & NOT TO SCALE 3 TERMINAL END OF CURB NOT TO SCALE 4 CUL—DE—SAC NOT TO SCALE 5 FULL DEPTH ASPHALT REPAIR NOT TO SCALE s
STREET STANDARDS DATE SHEET#: VALLEY GUTTER DETAIL DATE: SHEET„: at SHOULDER SECTIONS DATE: SHEET #: DIMENSIONS DATE SHEET#: DETAIL FOR UTILITY CUTS DATE: SHEET
USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 1 OF 1 USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 1 OF 1 USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 1 OF 1 USE WITH STANDARD SPECIFICATIONS ONLY JULY 2O1 O 1 OF 1 USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 1 OF 1
A F �\” 6'-0" MINIMUM (UNLESS OTHERWISE SPECIFIED)
NOTES:
DEPRESSED CURB
TO MA pEp ,' --� WHEELCHAIR RAMPS SHALL BE PROVIDED AT LOCATIONS AS SHOWN ON THESE PLANS OR AS
T PAPE P TN C o�'P �o'� 12:1 MAXIMUM SLOPE STANDARD 2'-6'" DIRECTED BY T ESE DETAILS; HOWEVER, ENGINEER.WHEELCHAIR
LOCATONRRAMPS SHALL BE MAY BE ADJUSTED ASATED AS DIRECTED INDICATED
IN
ENGINEER
NEN Ck ERp pT /Z+ o� CURB & GUTTER
CpTTERARAI CURBQU� IJ, JkpgN ��P���� / o}Q= WHERE THESE LOCATIONSSTING , NOT POLES, LESS THAN HAN D2AEET OF PULL LHEGHTTCURB C. FSHALECT LLBEEPLACED
lIN lfl q AR DINT SIpN / e o� �o BETWEEN ADJACENT RAMPS.
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
• CURB �
LIP OF CURB A TINTED BLACK WHEN "X" IS LESS THAN 48", FLARED
SIDE SLOPE CANNOT EXCEED 1 : 12
NEED FOR PA VEMEN7' STRIPPING AT
-FIRST TWO FEET SHALL BE ACCESS RAMP TO BE DETERMINED BY
HANDICAP TILES WITH DIMPLES BY PUBLIC WORKS DIRECTOR
ALERT CAST OR APPROVED EQUAL
-THE REMAINING FOUR FEET SHALL
BE DYED CONCRETE WITH 70% CONTRAST
-INSTALLATION PER MANUFACTURER'S PERSPECTIVE
INSTRUCTIONS
*STAMPED CONCRETE NOT ALLOWED
6'-0" MINIMUM RAMP LENGTH
DEPRESSED CURB
(UNLESS OTHERWISE SPECIFIED)
12:1 MAXIMUM --,//- STANDARD 2'-6"
SLOPE -
CURB & GUTTER
° ' l
IT
`O °
SIDEWALK ACCESS RAMP
1/2" EXPANSION JOINT
SECTION A -A
IN -WALK HANDICAP RAMP
* THIS DETAIL APPLICABLE FOR PARALLEL
PARKING IN MUNICIPAL APPLICATIONS ONLY
TOWN OF ZEBULON
HANDICAP PARKING
SCALE:
DETAIL #
NOT TO SCALE
f wIT Np ,- ��+ �\ pc°o SIDEWALK ACCESS RAMP
N ° eco 1/2" EXPANSION JOINT 2. NO SLOPE ON THE WHEELCHAIR RAMP SHALL EXCEED 1"/12" (12:1) IN RELATIONSHIP TO
g ° _ /-•� 1¢ / THE GRADE OF THE STREET.
a. a.. a. 5 e��e-`-` DETpIG
A p 0 3. IN NO CASE SHALL THE WIDTH OF THE WHEELCHAIR RAMP BE LESS THAN 40" 3'-4" ,
PEP ll p gfR1jON QP�e�� LONGITUDINAL SECTION HOWEVER, WIDTH MAY EXCEED 40". ( )
TNfNAQK PERpCOT REMO�fp $ ° / j NOT TO SCALE a USE AIR
NENT AIN D PH SURFACE.
PSI
CONCRETE
WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ,
Cp p OP EN SN 4 .' ° 5, 4„ 1
�1fRgRgllFlRglqlqRl ➢' / E �" 5. A 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE CONCRETE WHEELCHAIR RAMP JOINS
NE W11NNp ° f EkIST dplN NSIO
6-0 M -N 6 _0 THE CURB AND AS SHOWN ON STANDARD DRAWINGS. /
" 0 / T N 6. CURB DEPRESSION MUST GO IN WHETHER OR NOT SIDEWALK IS PLACED.
3 3 kpgNSIONNJpRNT OR So��P� KNOW WHAT'S BELOW
TOP OF
a ° 42.,
CUB
pORTI`qn / ApRCRET DEPRESSED CURB GUTTER ALWAYS CALL 811
° ° ° ° ° ° • ° pE REM 10 F,1. ON f STANDARD VARI. SLOPE NOT LINE BEFORE YOU DIG
• ° • ° ° ° ° 0'cp CURB TO EXCEED 12:1 -
It's fast. It's free. It's the law.
SECTION A -A 00
Q �_ ° SFT ANSONkIsT C oNANSION ELEVATION OF SINGLE ACCESS RAMP ' NOT TO SCALE.° IDD�aD & GJ1rEP s S'0fw NOT APPROVED FOR
N J = IONS N(Y do' Q
oS N1R0( �R6 COT PERSPECTIVE 5 5 1P�DPRD G CRASS STRIP Alk
SIGHT JOIN1 TER a 5 MAX. SLOPE a° • CONSTRUCTION
STDP -_--,TRIANGLE NOTES: MAXIMUM SLOPE = 12:1 " ° 12:1 TYPICAL °
'0 SIGN -_RAW i, RESIDENTIAL DRIVEWAY TO BE 12' TO 24' IN WIDTH. TINTED BLACK PROJECT No.: NCR162057
_ 2. COMMERCIAL AND INDUSTRIAL DRIVEWAYS TO BE A MAXIMUM OF 36' WIDE. v- A BRICK PAVERS
3. ALL CONCRETE SHALL BE 3000 PSI 0 28 DAYS AIR ENTRAINED. ° •a DRAWN BY: SJK
- - - - - - - - - - - - - - 4. CURB SHALL BE TAPERED TO FINISH FLUSH WITH SIDEWALK. VARIABLE SLOPE -NOT �° °
70' 5. BEGINNING RADIUS SHALL NOT ENCROACH ON ADJACENT PROPERTIES BASED \ EXCEED 12:1 ° • • CHECKED BY: MAR
EXISTING ROAD - - °
PERSPECTIVE ON A PROJECTION OF PROPERTY LINE FROM THE RIGHT-OF-WAY TO THEDATE: 10-26-18
------------------------------- CURB LINE
6. SIDEWALK SECTION SHALL NOT BE REQUIRED ALONG STREETS WHICH ARE 5' V SCALE: BUR
NOT PLANNED FOR SIDEWALK. IF DEPRESSED CURB ALREADY EXISTS,
CONCRETE APRON FILLER DO NOT CHANGE OUT UNLESS ° CAD I. D.: SDO
POURED WITH S/W DIRECTED OTHERWISE BY TOWN
ENGINEER
PLAN VIEW CONCRETE SIDEWALK I CONC. APRON 6 N9.
NOTES: w oF�Fss�oach t\tJts�oOcv�o PROJECT:
MATCH WIDTH OF S/W AUTUMN N
STANDARD
° ll l�/�
CU�'6 OFQ��
PLACE 1/2" EXP. JOINT HERE WHEN BUT S-4" MIN. WIDTH
1. CARE SHOULD BE EXERCISED WHEN REMOVING CONCRETE CURB _ CROSSING EXISTING CONCRETE DRIVES � 6' CURB �����
NOT TO DAMAGE EXSTING CURB TO REMAIN. x -FIRST TWO FEET SHALL BE HANDICAP
2. DAMAGE TO EXISTING CURB TO REMAIN WILL REQUIRE REMOVAL •> • . THICKNESS - 6' U, _ A TILES WITH DIMPLES BY ALERT CAST
- I-- ° ..
OF ENTIRE SECTION OF CURB. SCORE JOINT o OR APPROVED EQUAL
-III----1i1=° '.'.'.. • ,. �, -THE REMAINING FOUR FEET SHALL ����� ���
3. SEE INSTALLATION REQUIREMENTS ON SHEET 2 OF 2. DRIVEWAY BY OTHERS - - - D/W U -FIRST TWO FEET SHALL BE HANDICAP BE DYED CONCRETE WITH 70% CONTRA''
W/ MAX. RECOMMENDED -III--- "�'D, RAMP PAVEMENT PANELS WITH DIMPLES BY ALERT CAST STANDARD ADA WHEELCHAIR -INSTALLATION PER MANUFACTURER'S
OR APPROVED EQUAL
GRADE III -III -III -III-_ -_ • -THE REMAINING FOUR FEET SHALL INSTRUCTIONS FOR
COMPACTED SUBGRADE=11 LL=III=III=III- p >'rp �.:> • , > rp : D > - SINGLE ACCESS gE DYED CONCRETE WITH 70% CONTRAST SIDEWALK ACCESS AT CURB RETURNS *STAMPED CONCRETE NOT ALLOWED
--
PLACE 1/2" EXP. JOINT HERE WHEN ISOMETRIC VIEW -INSTALLATION PER MANUFACTURER'S
CROSSING EXISTING CONCRETE DRIVES --I -III-III-III- - 1 INSTRUCTIONS
'il-III-III-111_111- *STAMPED CONCRETE NOT ALLOWED PERSPECTIVE
SECTION A -A THICKNESS
TOWN OF ZEBULON TOWN OF ZEBULON TOWN OF ZEBULON TOWN OF ZEBULON 0 TOWN OF ZEBULON 116o
SCALE: DETAIL # - SCALE: DETAIL # SCALE: DETAIL # SCALE: DETAIL # 9 SCALE: DETAIL #
TIE—IN OF STREETS at DOT NOT TO SCALE 7 STREET CURB CUT OR NOT TO SCALE 8 STREET CURB CUT FOR NOT TO SCALE 8 SINGLE HANDICAP NOT TO SCALE 20 DOUBLE HANDICAP NOT TO SCALE 21 HOMES
SHOULDER ROADS STREETS DATE SHEET#: DRIVEWAYS ON C&G STREETS DATE: SHEET#: DRIVEWAYS ON C&G STREETS DATE: SHEET#: RAMP DETAIL DATE SHEET#: RAMP DETAIL DATE: SHEET#:
USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 1 OF 1 USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 1 OF 2 USE WITH STANDARD SPECIFICATIONS ONLY JULY 201 O 2 OF 2 USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 1 OF 1 = _ _ JULY 2010 1 OF 2 LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY NORTH CAROLINA
OBSTRUCTION MAXIMUM SLOPE = 1 : 12
TYPICAL SCORED ✓T. A
LOCATION VARIES LEVEL & CLEAR AREA
NOT TO EXCEED 2%
IN ANY DIRECTION
�i
OPS'
5V
0 2
• CURB �
LIP OF CURB A TINTED BLACK WHEN "X" IS LESS THAN 48", FLARED
SIDE SLOPE CANNOT EXCEED 1 : 12
NEED FOR PA VEMEN7' STRIPPING AT
-FIRST TWO FEET SHALL BE ACCESS RAMP TO BE DETERMINED BY
HANDICAP TILES WITH DIMPLES BY PUBLIC WORKS DIRECTOR
ALERT CAST OR APPROVED EQUAL
-THE REMAINING FOUR FEET SHALL
BE DYED CONCRETE WITH 70% CONTRAST
-INSTALLATION PER MANUFACTURER'S PERSPECTIVE
INSTRUCTIONS
*STAMPED CONCRETE NOT ALLOWED
6'-0" MINIMUM RAMP LENGTH
DEPRESSED CURB
(UNLESS OTHERWISE SPECIFIED)
12:1 MAXIMUM --,//- STANDARD 2'-6"
SLOPE -
CURB & GUTTER
° ' l
IT
`O °
SIDEWALK ACCESS RAMP
1/2" EXPANSION JOINT
SECTION A -A
IN -WALK HANDICAP RAMP
* THIS DETAIL APPLICABLE FOR PARALLEL
PARKING IN MUNICIPAL APPLICATIONS ONLY
TOWN OF ZEBULON
HANDICAP PARKING
SCALE:
DETAIL #
NOT TO SCALE
22
STALL DETAIL *
DATE
SHEET #:
JULY 2010
1 OF 1
USE WITH STANDARD SPECIFICATIONS ONLY
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057SDO - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:55 PM LAST SAVED BY: SKEIDEL
NOTES:
CONSTRUCTION REQUIRES 6" OF CABC STONE
INSTEAD OF 4" 3 i'
o 7m
0= IE"
SIGNAGE TYPE SHALL BE CONSISTENT D
;h o
WITH ALL OTHER DEVELOPMENT SIGNAGE IE GRI\TI;' E' RYNQv., 1q(0, ]FILIL0
III -II
IIIWIT
NCBELS P-1132
E1E � a III-'
SIL --- 11i GD�GR LLGt�
5 ED �D Ili,, 4130 PARKLAKE AVENUE, SUITE 130
,z
PD REMOVABLE S, D (Jf N `* llll
RALEIGH, NC 27612
11� *- -�- 11� PD DOL�F BOLLyRD aE0I rRf :7r 9 5C1P ;, Phone: [phone]
ESERVED R7-8 or R7 -8o �w� �>ur w� DLP �_� -i mow• �p G PPIV'N y!l 30NVdV]10 1V011?J3A WDWINIW ,9 III Fax: [phone]
RPARKING GREEN P SIGN 3 SED _w_ _ �,00� �D<✓GL"
SED 11L �� �; S �fr?l TRUCK ACCESS CURB DEPRESSION [e-mail]
BLUE w
„W �. NL,, ZE
FOR PUBLIC DRAINAGE AND
WHITE SYMBOL 'S" REMOVABLE= w w
W30f BOLLARD oX o
WHITE BACKGROUND F W UTILITY EASEMENTS --
plk pSl, jS C s- F� iw a S J
MAXIMUM wAY APRNC10 g011gRR ��oJ� > N o Q
a� PENALTY ONS,
R7 -8D
E250 Ry STANDARD
<a O 30" CURB
VAN VAN -ACCESSIBLE PE�GPGD& IGD o o o U &GUTTER
SIGN AT VAN�o ACCESSIBLE SPACE ONLY &E GR�5rRJ011'
f STAYEllO r�:.. I Lu _ ° - - °
SM NOARW M a I' ° ° F/L °
o -1 0
* INCREASE TO 84" WHEN - �/ PA�fTN P p ARkING ° °• • ° °
PEDESTRIAN PATH FROM
CAR TO WALK PASSES 2.5>R NCp MENTIOSN
BY OR UNDER SIGN. - ROUND ALUMINUM POE wAIRNRESiANpgR TRANSlT1pN Iu-I,
a
WITH POWDER COATED Ng S� NT p N II -I
BLACK RFACE SECTIONAL VIEW
STA STq o Z o _
pEpf� RIONNep TJRp RpJTO J o = T SHEET TITLE:
Rpsswglk fR M � N II RII�
ELEVATIONAL VIEW PERSPECTIVE E SITE DETAILS
SHEET NUMBER:
TOWN OF ZEBULON TOWN OF ZEBULON TOWN OF ZEBULON TOWN OF ZEBULON D-1,0
SCALE: DETAIL # SCALE: DETAIL # SCALE: DETAIL # SCALE: DETAIL #
1% R7-8 HANDIGAP NOT TO SCALE 23 STD. BIKE WAY PATH NOT TO SCALE 25 STD. B 1 K E WAY PATH NOT TO SCALE 25 10' CURB NOT TO SCALE 26
u 1.. SIGN DETAIL DATE: SHEET #: DETAIL DATE: SHEET #: DETAIL DATE SHEET #: DEPRESSION
DATE: SHEET #:
USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 1 OF 1 USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 1 OF 2 USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 2 OF 2 USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 1 OF 1

H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057SDO - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:55 PM LAST SAVED BY: SKEIDEL

1 111111 111 11 III= _19
U.S. FOUNDRY 5181 CURB & GUTTER INLET FRAME
(SHOWN WITH 6420 GRATE)
HEAVY DUTY FRAME, COVER &HOOD
FRAME, COVER & HOOD WEIGHT = 550 LBS.
WEIGHT MAY NOT DEVIATE BY
MORE THAN -5.0%
F
° • ° ° • °
°
Ili FRg1�� 4pU
p ooR PERSPECTIVE
MSj�pF � Np
C14 N
A INpUSfPS DD o o I.n
„L5 W L, WL, W L,
a NO a to oto o_ In
• Z
• •E==>WATER FLOW E==>SAG<:� WATER FLOW`�3
----------------------------
4 oo
ya
�' s
� s
�o
/ SAGO` WATER FLOW
PRE GP BDA
OpN ONEu1 0 0
CNI ROP - N B l f AIC FD i= w m
y�r7 N
NoTr PLO�v EgCef pAP BONE a 0a 0V)
A
Dlf
e WffPA, p DETAIL SHOWING TYPES OF GRATES
PERSPECTIVE �3" Nolfs TO BE USED ACCORDING TO WATER FLOW
TOWN OF ZEBULON TOWN OF ZEBULON
/ SCALE: DETAIL # r SCALE: DETAIL #
STD. C&G INLET W/HOOD NOT TO SCALE 33 STD. C&G INLET W/HOOD NOT TO SCALE 33
DETAIL DATE SHEET #: DETAIL DATE: SHEET #:
USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 1 OF 4 USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 2 OF 4
PIPE
MAX.
D i =INSIDE DIAMETER OF PIPE
MAX. BURY
Di
Do =OUTSIDE DIAMETER OF PIPE
HH
H
B d =TRENCH WIDTH
Modified
CLASS III
H = BACKFILL COVER ABOVE
6'-2 3/4"
Proctor
TOP OF PIPE
PIPE
MAX.
MAX. BURY
MAX. BURY
Di
Bd
HH
H
Standard
Modified
CLASS III
CLASS IV
6'-2 3/4"
Proctor
(0.01 CRACK)
(0.01 CRACK)
15"
4'
9.5'
...........
14.5'
18
4'
9.5'
15.0'
24
4'
12.0'
23.5'
30"
5.5'10.0'
10.0
17.0'
36"
6'
10.5'
18.0'
42'
6.5
13.0'
19.0'
48'
7'
13.5'
20.0'
54"
8'
13.0'
18 5'
60"
9'
11.0'
18.0' ............
72"
10'
13.0'
19.0'
D i =INSIDE DIAMETER OF PIPE
Do =OUTSIDE DIAMETER OF PIPE
B d =TRENCH WIDTH
H = BACKFILL COVER ABOVE
TOP OF PIPE
PIPE
MAX.
MAX. BURY
MAX. BURY
Di
Bd
H
H
Standard
Modified
CLASS IIICLASS
IV
6'-2 3/4"
Proctor
(0.01 CRACK)
(0.01 CRACK)
.._15
_.4'...
9.5.
14 5' _...
18"
4'
9.5'
15.0'
24"
4'
12.0
23.5'
30"
5.5'
10.0
17.0'
36"
6'
10.5'
18.0'
42'
6.5'
13.0'
19.0'
48'
7'13.5'
20.0'
54'
8'
13.0
18.5'
609'
�ddv
11.0'
18.0'
72"
10'
13.0'
19.0'
THIS TABLE ASSUMES TYPE 4 f THIS TABLE ASSUMES TYPE 4
INSTALLATION & NO STONE BEDDING �sfWgR S 100 ASCRfATID INSTALLATION r 0 STONE BEDDING
SH f IN ISE plPf QUIRepIINf 5018 OR MIfTSTOFS& OJERPSL11 D
l0� p� THIS s C
T UNQ -Y @ Df Tal DP -
IIIIIIII 11111= fkCfpp oRfp a@IN@)D
IIIA„ II IIIf� �`.� �0 MI
EXCAVATION LINE -�-
AS REQUIRED: � - STOP OF PIPE III -I
SPRING LINEA GASSI CONDITIONS
Table 1 Equivalent USCS and AASHTO Soil CLassification
for SIDD Soil Designations
SECTION DIMENSIONS
Representative Soil Types
Percent Compaction
SIDD Soil
USCS,
AASHTO
Standard
Modified
7"
M
6'-2 3/4"
Proctor
Proctor
n
ZZ
p
A1,A3
100
95
Sand
U
6'-8
95
90
'END
1/2" 1-10 1/2"
6'-5
90
cN
V-4"
O�
o M
i p
o M
rn
�zu
Ua 22 'a
i
75
95% Categiry II
j"o
O ¢xo A-1 12o
61
CV Q
O
o
v o
100
�ddv
N }�
4a
r p
85% Category I,
95
D
(Category 11)
Z
70 mQ�M
r�
�(`��
'1(3
N
O
O%
a
p V
W N
Z
a�N
J r}
pp
95% Category III
Qz aoo-
3 x
C
Type 4
o_ -
c�
a s
w
p�N
I
W
100
90
wo I
� I -ii 4
� 2
o rn
as
>
85
(Category III)
v
w
less than 150 mm (6").
90
80
x
85
75
80
70
45
40
�E
z- ^ 10 E E� \ E
100
�E 'o � � �g z
t2 6 05+ o
U
w
95
85
w
80
} E Q
45
a w
N u CD
E
M
N u
O O O
O O O
O O w O 0
O O= o O w
0 0 ", E E� w
L~LI
o'O O Q ^ E O Q
O O " O
(DD
O O O
O O O
O O O
O O O
N
NOTE: USE EAST JORDAN IRON WORKS V-4520-1
GRATE OR EQUIVALENT BY US FOUNDRY.
TOWN OF ZEBULON
-
DETAIL FOR STORM DRAIN
SCALE:
NOT To SCALE
DETAIL #
33
WITH DRIVEWAY CONFLICT
DATE:
SHEET#:
JULY 2010
4 OF 4
USE WITH STANDARD SPECIFICATIONS ONLY
Table 1 Equivalent USCS and AASHTO Soil CLassification
for SIDD Soil Designations
SECTION DIMENSIONS
Representative Soil Types
Percent Compaction
SIDD Soil
USCS,
AASHTO
Standard
Modified
7"
2'-3 1/4" 3'-11 1/2"
6'-2 3/4"
Proctor
Proctor
Gravelly
SW, SP,
A1,A3
100
95
Sand
GW, GP
6'-8
95
90
(Category 1)
'END
1/2" 1-10 1/2"
6'-5
90
85
V-4"
5'-0" V-1 1/2"
8'-1 1/2"
85
80
8'-2 3/8"
6'-5 1/4"
90% Category II,
80
75
95% Categiry II
or
61
59
Sandy
GM, SM, ML
A2,A4
100
95
Silt
Also GC, SC
85% Category I,
95
90
(Category 11)
with less than 20%
90% Category II,
90
85
or
passing #200 sieve
85
80
95% Category III
less than 150 mm (6").
80
75
Type 4
Do/24 minimum, not
No compaction
49
46
Silty
CL, MH
A5,A6
100
90
Clay
GC, SC
95
85
(Category III)
less than 150 mm (6").
90
80
85
75
80
70
45
40
CH
100
90
95
85
90
80
45
40
g U z o
BY
ON DR51" 450 LBS IN 55rRIE5
P51 IN01
JDrAYNPEApr�GIIIAr5
NEK
r z
EBP3RE
F?
Compaction Requirements
SECTION DIMENSIONS
xr¢JO
wI=U-�QZQ�QzQJ}
DIA.
A
B C
D
E
15"
7"
2'-3 1/4" 3'-11 1/2"
6'-2 3/4"
2'- 6"
18"
9"
2'-3" V-11 3/4"
6'-2 3/4"
3'-0"
24"
9"
3'-7" 3'-1"
6'-8
4"
3'-11 3"/"
30"
1'-0"4-6
'END
1/2" 1-10 1/2"
6'-5
5'-0
36"
V-4"
5'-0" V-1 1/2"
8'-1 1/2"
5'-11
42"V-10 1/4"5-1 3/8" 3'-1"
8'-2 3/8"
6'-5 1/4"
NEK
r z
EBP3RE
F?
Compaction Requirements
Installation Type °
xr¢JO
wI=U-�QZQ�QzQJ}
Haunch and
Lower Side
Type
Thickness
�
�aarQZ
1 1/2"
Type 1
Do/24 minimum, not
98% Category 1
ROLLoT�-
-�>J
4 3/4"
less than 75 mm (3").
V-1984-25
95% Category II,
Q
wga
If rock foundation,use
5 3/4"
or
V-1984-35
Do/12 minimum, not
4"
100% Category III
6 3/4"
less than 150 mm (6").
a�
�gaio<
ESVrf pUPRANOOpENOTES 41 �"o H
[Z' .1
P &AANINO/ 1 . DESIGN OF END -SECTION SHALL CONFORM TO zOO,o PNr0RSTANDARD REINFORCED SECTIONAL
Z NE - CONCRETE CULVERT PIPE.MO1N NLU _ �LLw
2. ANY TWIN BARREL SYSTEM GREATER THAN
00 3.
42" RCP REQUIRES A HEADWALL. O O w Q
NO 3. ANY SYSTEM OF MORE THAN 2 PIPES W W m Tn z U 9 $ w
REQUIRES A HEADWALL. U W U * * * ll * o N' -0
4. SEE NCDOT "ROADWAT STANDARD DRAWINGS" - } w z
I °
D" J FOR HEADWALL CONSTRUCTION DETAILS. W U) Lu z w w
�\ ° ° de ND ¶E�SIONS aa}cia zo
01;0 U ¢ z U
6W 1E SEO w 4 w m w awe
� o ROR ill rND � b z = _ m
°, �W ON HI.Br U� o O Q ¢ _ Iwo
6 y� ENO ON �- w w= w O o0
OLI PR ° LL
° , W ° ' ° ° ORO° END �C�7 _ °
DRrPR O EOA580� fu, -Z b W u0i a s w g o
00 • • ° rER 0 � C� � w
PpERf. W C7
'° • D �UL � Y i
iaUW w
o 0� o
S' GONcpEff o } w w 2
a 3000P0A z g 1 Y z =LL
28 P4'a1 W CDZW o
ERCP ® SEL T r� w 0 o o a
R00r 3° • FICW ORS r a- w O w w O
OUg11ONEON. IO ° BARRIO Epf N 1, ° f Z) z m z z z
oFEPE� TER RrDORE PENPORO '✓ `. '!: .•
WRPPN RILWEEP OLES D R e .� ° •tea .
F� EAON �O t1EEP N GAF, RO�EREr C ,+``a r>� `• `.
DIA P sep� NK, .
2tl
°`� � D 6 • • �� , iEEL
0R S r
moo.
OAROF
REINRO E
PERSPECTIVE PERSPECTIVE
TOWN OF ZEBULON TOWN OF ZEBULON
/ SCALE: DETAIL #C 7A SCALE: DETAIL #
2x3 NOT TO SCALE 34 STD. FLARED END SECTIONS NOT TO SCALE 35
DROP INLET DATE SHEET #: DESIGN AID DETAIL DATE: SHEET #:
USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 1 OF 1 USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 1 OF 1
Table 2 Standard EMBANKMENT Installation Soils and Minimum
Compaction Requirements
Installation Type °
Bedding
Haunch and
Lower Side
Type
Thickness
Outer Bedding
1 1/2"
Type 1
Do/24 minimum, not
98% Category 1
90% Category I,
4 3/4"
less than 75 mm (3").
V-1984-25
95% Category II,
3"
If rock foundation,use
5 3/4"
or
V-1984-35
Do/12 minimum, not
4"
100% Category III
6 3/4"
less than 150 mm (6").
Type 2
Do/24 minimum, not
90% Category 1
85% Category I,
les than 75 mm (3").
or
90% Category II,
If rock foundation, use
95% Categiry II
or
Do/12 minimum,not
95% Category III
less than 150 mm (6").
Type 3
Do/24 minimum, not
85% Category I,
85% Category I,
less than 75 mm (3").
90% Category II,
90% Category II,
If rock foundation, use
or
or
Do/12 minimum, not
95% Category III
95% Category III
less than 150 mm (6").
Type 4
Do/24 minimum, not
No compaction
No compaction
Type 4
less than 75 mm (3"),
required, except if
required, except if
If rock foundation, use
Category III,
Category III,
Do/12 minimum, not
use 85%
use 85%
less than 150 mm (6").
Category III
Category III
Table 3 Standard TRENCH Installations Soils and
Minimum Compaction Requirements
Installation
Bedding
Haunch
Lower Side
Type
Thickness
Outer Bedding
1 1/2"
Type 1
Da/24 minimum, not
98% Category 1
90% Category I,
4 3/4"
less than 75 mm (3").
V-1984-25
95% Category II,
3"
If rock foundation, use
5 3/4"
or
V-1984-35
Da/12 minimum, not
4"
100% Category III
6 3/4"
less than 150 mm (6").
Type 2
Do/24 minimum, not
90% Category 1
85% Category I,
less than 75 mm (3").
or
90% Category II,
If rock foundation, use
95% Category II
or
Do/12 minimum, not
95% Category III
less than 150 mm (6"),
Type 3
Do/24 minimum, not
85% Category I,
85% Category I,
less than 75 mm (3").
90% Category 11,
90% Category II,
If rock foundation, use
or
or
Do/12 minimum, not
95% Category III
95% Category III
less than 150 mm (6").
Do/24 minimum, not
No compaction
No compaction
Type 4
less than 75 mm (3").
required, except if
required, except if
If rock foundation, use
Category III,
Category III,
Do/12 minimum, not
use 85%
use 85%
less than 150 mm (6").
Category III
Category III
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
1 1/2"
V-1984-15
4 1/4"
2"
V-1984-20
4 3/4"
2 1/2"
V-1984-25
5 1/4"
3"
V-1984-30
5 3/4"
3 1/2"
V-1984-35
4"
V-1984-40
6 3/4"
1/
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
I I NOT APPROVED FOR
TO MINIMUM 85F III, - -I ' W = 1 ZU pCt (BACKF ILL LUAU) ��,` �\\ �� I w om
STANDARD PROCTOR ,III -11' * Kp' = 0.110 l) J 1. Compaction and soils symbols - i.e. "98% Category I" refers to Category I soil
-III * SOIL TYPE = U° °/3 �, Notes: materials with minimum standard Proctor compaction of 98%. See Table 1 for
BEDDING ORDINARY CLAY, SATURATED /6 1 . Compaction and soils symbols - i.e. "98% Category I' refers to Category 1 soil PROJECT No.: NCR162057
SEE SPECIFICATION sEcrloN ------ ------ - * MI p. \ � P Y 9 Y 9 Y equivalent modified Proctor values.
02210 PARAGRAPH 13. * WALL B N. SARI material with a minimum standard Proctor compaction of 98%. See Table 1 for DRAWN BY: SJK
ALSO SEE PARAGRAPH 3A ? LAYING CONDITIONS: TYPE 4 Ng 2. The trench top elevation shall be no lower than 0.1 H below finished grade or,
* TRENCH CONDITIONS SHOWN - �o HAU UNf equivalent modified Proctor values. for roadways, its top shall be no lower than an elevation of 0.3 m (1') below CHECKED BY: MAR
THESE DEPTHS DO NOT APPLY Sff INCH 2. Soil in the outer bedding, haunch, and lower side zones, except within DO/3 from the bottom of the pavement base material. DATE: 10-26-18
0 FOR "EMBANKMENT CONDITIONS", @tl Q Aglf the pipe springline, shall be compacted to at least the some compaction as the 3. Soil in bedding and haunch zones shall be compacted to at least the same
Do/3 o NCPE TO DETERMINE H FOR p M �T 9 P SCALE: tuR
majority of the soil in the overfill zone.
EMBANKMENT CONDITIONS °/ AI R compaction as specified for the majority of soil in the backfill zone.
Bd * 6 fACRIAI @ 3. Subtrenches CAD I. D.: SDO
DESIGN BASED ON "DESIGN DATA MIN R N S q Ep 4. The trench width shall be wider than shown if required for adequate space to
* 40, ACPA." PERSPECTIVE fQUIRe�pf SDC�Mp� 3.1 A subtrench is defined as a trench with its top below finished grade by more attain the specified compaction in the haunch and bedding zone.
CLASS C BEDDING @t b fNTSAMf ACTID than 0.1 H or, for roadways, its top is at an elevation lower than 0.3 m (1') 5. For trench walls that are within 10 degrees of vertical, the compaction or firmness PROJECT: AUTUMN
2000 plf PER Ft OF INTERNAL DIA. CLASS IV, ASTM C-76 Sff 6I G AS NAUN N below the bottom of the pavement base material,
SECTIONAL VIEW T N of the soil in the trench walls and lower side zone need not be considered.
if CH 3.2 The minimum width of a subtrench shall be 1.33 Do or wider if required for 6. For trench walls with greater than 10 degrees slopes that consist of embankment,
adequate space to attain the specified compaction in the haunch and bedding the lower side shall be compacted to at least the same compaction as specified LAKES
NOTES: zones. for the soil in the backfill zone.
1. GREATER DEPTHS ARE ACHIEVABLE BY EITHER CONTROLLING BACKFILL TYPE, 3.3 For subtrenches with wall of natural soil, any portion of the lower side zone in 7. Type 1 installation = relatively high quality material & high compaction effort.
NOTES: NARROWING TRENCH WIDTH BUT SUPPLY SUFFICIENT ROOM FOR COMPACTION, the subtrench wall shall be at least as firm as an equivalent soil placed to the Type 4 installation = little or no control over material and
1. FOR OTHER BURY DEPTHS THAN SHOWN (H) yP compaction. PHASE III NORTH CAROLINA PE TO PROVIDE IMPROVING BEDDING OR LOADING TO ULTIMATE LOAD (Du). FOR OTHER BURY compaction requirements specified for the lower side zone and as firm as the
CALCS ON PIPE BURY THAT EXCEED THOSE GIVEN IN THIS CHART FOR THE DEPTHS THAN SHOWN (H), NORTH CAROLINA PE TO PROVIDE CALCS ON PIPE
CONDITIONS IN WHICH IT IS PROPOSED TO BE USED. BURY THAT EXCEED THOSE GIVEN IN THIS CHART FOR THE CONDITIONS IN majority of soil in the overfill zone, or shall be removed and replaced with soil FOR
2. THIS TABLE OF BURY DEPTHS (H) APPLIES EQUALLY TO A CLASS C STONE WHICH IT IS PROPOSED TO BE USED. compacted to the specified level.
BEDDING, TYPE 4 LAYING CONDITIONS. 2. THIS TABLE OF BURY DEPTHS (H) APPLIES EQUALLY TO A CLASS C STONE 4. Type 1 installation = relatively high quality material & high compaction effort.
BEDDING, TYPE 4. LAYING CONDITIONS T e 4 installation = little or no control over material and compaction.
3. MINIMUM COVER NOT SHOWN BUT NO LESS THAN 12" W/O ENGINEERS 3. MINIMUM COVER NOT SHOWN yP P
APPROVAL UP TO 48" PIPE. 4. MAXIMUM BURY TABLE FOR "TRENCH CONDITIONS" PER THE DETAIL SHOWN THIS SHEET
TOWN OF ZEBULON TOWN OF ZEBULON TOWN OF ZEBULON TOWN OF ZEBULON TOWN OF ZEBULON
STD • TRENCH N I C' T /\ /\ T I O N I SCALE: DETAIL N STD. TRENCH INSTALLATION SCALE: DETAIL # SCALE: DETAIL # - SCALE: DETAIL #'- SCALE: DETAIL #
NS ALLA N NOT TO SCALE 36 NOT TO SCALE 36 STD. TRENCH INSTALLATION NOT To SCALE 36 STD. TRENCH INSTALLATION NOT TO SCALE 36 STD. TRENCH INSTALLATION NOT TO SCALE 36 HOMES
FOR CONCRETE PIPE DATE SHEET# FOR CONCRETE PIPE DATE, SHEET #- (TRENCH CONDITION SHOWN) DATE: SHEET (TRENCH CONDITION SHOWN) DATE SHEET (TRENCH CONDITION SHOWN) DATE:
SHEET #:
(FOR CONTRACTOR'S USE) (FOR ENGINEER'S USE)
USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 1 OF 5 USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 2 OF 5 USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 3 OF 5 USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 4 OF 5 USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 5 OF 5 LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
SEE DETAIL 37 SHEETS 2 & 3 23 3/4" 1„
TOP TO READ "STORM" �\ -
VARIES
/III
I I ;III I 22" _ I
® #43 OI f 25 7/8"
MN opgCON r
RISE *
PART NO.
F
1/2"
V-1984-05
3 1/4"
1"
V-1984-10
3 3/4"
1 1/2"
V-1984-15
4 1/4"
2"
V-1984-20
4 3/4"
2 1/2"
V-1984-25
5 1/4"
3"
V-1984-30
5 3/4"
3 1/2"
V-1984-35
4"
V-1984-40
6 3/4"
"REQUESTED WORDING" �✓d�a�� SEE DETAIL 37 SHEETS 2 & 3
+J I-�1/2" NO VENT HOLES FOR COVERS USED BOLT FRAME TO TOP TO READ "STORM"
�- IN STREET AND 4 HOLES FOR COVERS
CASTING (4 REQ -D)
OUTSIDE STREET. THE EXCEPTION
TO THIS IS WHERE MANHOLES COULD SECURE CASTING
COLLECT STORM RUNOFF IN THEIR W/ MORTAR DUMP STRAP
�--� 3/4, -- VICINITY. IN THIS CASE, THERE ARE �/( P q� D
25" TO BE NO VENT HOLES IN COVER. 7
(2) TYPE ONE PICKSLOTSTOT
NIT ... ...
23 3/4" 5/8„ qO� 1" REBAR FOR BAG 7D) 0= D
fNINCAIS REPLACEMENT RISER RINGS *RISE ABOVE TOP OF BASE PICKHOLE DETAIL SFWF� ��/ o REMOVAL FORM INLET DUMP STRAP ENGINEERING N0, IFILIL(C
#4 ®6 25 3/4„ NO VENT HOLES FOR COVERS USED t MACHINED �� NCBELS P-1132
IN STREET AND 4 HOLES FOR COVERS \�
,2„ = 23 3/4" 1„ OUTSIDE STREET. THE EXCEPTION PVC INSERT RING SURFACES �o� iii 4130 PARKLAKE AVENUE SUITE 130
OC ° ° • TO THIS IS WHERE MANHOLES COULD PRECAST GRADE RINGS ARE TO BE
�� ° • COLLECT STORM RUNOFF IN THEIR NOTES: IN USED WHEN POSSIBLE AND ADJUSTED RALEIGH NC 27612
•� ° a • ° �� VICINITY. IN THIS CASE, THERE ARE FRAME WEIGHT = 205 LBS. WITH BRICK & MORTAR COURSE.
°° F •,* ��• - = TO BE NO VENT HOLES IN COVER. COVER WEIGHT = 125 LBS. FILL JOINTS FULL WITH HIGH STRENGTH
COVER FACE °• TYPE "M" MORTAR & STRIKE ( )
r i �2 3/4" - SEDIMENT SACK Phone: [phone]
° sP �•C �� I+ ° ° "REQUESTED WORDING" LOAD RATING = HEAVY DUTY 4' OR 6' PRECAST FLUSH INSIDE & OUT
• �° \ ° �I 2a" DIA. ° I 3 a MATERIAL =ASTM A48 GRADE RINGS - Fax: [phone]
•C �\ ° / 5 I / I MAXIMUM I THREE
22" NOTES: CLASS 356 GRAY IRON ALLOWED OR USE AN APPROVED BITUMINOUS [e-mail]
v �� pGE 41 25 7/s" FRAME WEIGHT = 175 LBS. \J \\ 25" FINISH = UNCOATED OTHERWISE ADD BASE SEALANT APPLIED TO TOP
V / /� P I q� \ \ RISER SECTION OF CONE SECTION
ac� E I ° iii RISER RING WEIGHT = 50 LBS. w ��� 22" ° .za•• °DIA
BASIC RISER RING LOAD COVER WEIGHT = 1 LBS. �N T
q'z MATERALTINGASTMEVA48DUTY S�� N __ 231/2" 8..
2 ° 27 1/2" CLASS 30 1/ _��._. - LOCATE STEPSR TO
o 4" 90' FROM CUTLET
2g 1 ECC
/ FINISH = UNCOATED / ^ T-r��1F� PIPE. STEPS BY M.A. USE ENTRIC CONE
MODEL= VULCAN V1984-95 INDUSTRIES, INC. a °
OR VULCAN V1995-95 O PS1-PF OR EQUAL a NOTES:
8n 26 1/4" 3 3/c ~� s 1. SOME MUNICIPALITIES DO NOT ALLOW GUTTER
NOTES 2 3/4" 33 1/4" COVER SECTION NOTE: a° a PROTECTION ON PUBLIC ROADS. SILT BAGS
°SEE COVER FACE THIS DETAIL APPLIES FOR ° ° °' SHOULD BE USED WITH THESE CASES.
�•"O 3/4" I FRAME SECTION LARGEST PIPES SHOWN ALL JOINTS TO BET & G W/ PREFORMED
BELOW (I.E.: 30" FOR pIP • BUTYL RUBBER (MASTIC) GASKET MEETING \ \ 2. BAGS SHOULD BE CLEANED OUT AFTER EVER`
4' MH & 42" FOR 5 ) ' MH a AASHTO M-198, ASTM. C-990, FED SPEC 4 RAIN EVENT AND/OR AS NEEDED.
° - - ° ^ SS -S-00210 (210A) a
9 I 26 3.1 I --- WITH INTERIOR ANGLES \ \
f 2 7/8' _ AS FOLLOWS:
FRAME SECTION ._- - -- ---- 90* OR GREATER ° '•^ • °� •a
MACHINED 4"
I� PRECAST MANHOLE TO MEET
"IOUSTRfSMP O O SURFACES COVER SECTION o O ISOMETRIC 23 1/2" FO SULT WITH LES LESS GIANNER v C44781REAASHTO M 199
S1�ISOMETRIC 231/2" 90* ON TWO INTERSECTING
Or '* -RISER RING /j���PIPES. 4 4SHEET TITLE:
,� °°° ° RISER RING ���� �✓
SLOPE OF CHANNEL THRU
MANHOLE = Q
UNLESS SHOWN OTHERWISE ° e° �I\� /�I('
OOT ll O ON PLANS. PRECAST OPENING REQUIRED FOR EXPANSION RESTRAINT
0 2' FLAT WASHERS 2 EACH ��®�d4'�
p (1/4' NYLON ROPE, DUMP STRAPS
R ° ° ° °, ° • M p T EAST JORDAN O • ° ALL PIPES. PACK GROUT AROUND )
BIO NE ° ° 1" DIA. ANCHOR ° ALL ANNULAR OPENINGS I I DETAILS
UNE 5) 51N NRPBRE ° ° ° VFC ROT HO EIS. ANCHOR IRON woRxs V 1384 HOLES ° SEE PLANS FOR PIPE SIZES _
3• N
OF PPEDI,rER NOL F DW D
O 2" DIA. PVC WEEP HOLE 6
l#RA N RI DEEP O W/1 CF OF CLEAN STONE NOTE: USE 6" EXTENDED BAG DETAIL
W0 EAON PJS SQ•x=�' ORrTE p a ° a° IN MIRAFI 140N BLANKET • . ° . • ° BASE WHEN TOTAL MH ° e
Pr „ pIA OLE RMfD INS/ v_7995_95 FRAME TOP VIEW COVER BACK SET MANHOLE IN " ��ll l l�\ \
N OON 0 _ d HEIGHT EXCEEDS 12'
SEEP D Pq� �%,,,,, � INSTALLATION DETAIL
®OZ$ OP PERSPECTIVE T FRAME TOP VIEW COVER BACK 6" TO 12" #57 STONE. / / �� SEEIMPROVEMENTFORWHEN FOUNDATION SHEET NUMBER:
PERSPECTIVE
TOWN OF ZEBULON TOWN OF ZEBULON TOWN OF ZEBULON TOWN OF ZEBULON TOWN OF ZEBULON
SCALE: DETAIL # ice. SCALE: DETAIL # STANDARD MANHOLE & RING SCALE: DETAIL # SCALE: DETAIL # SCALE: DETAIL # D-1,2
STD. M.H. J.B. NOT TO SCALE 37 STANDARD MANHOLE COVER & RING NOT TO SCALE 37 NOT TO SCALE 37 PRECAST CONCRETE NOT TO SCALE 40 CATCH BASIN SEDIMENT NOT TO SCALE 50
VARIABLE LENGTH DATE SHEET #: ADJUSTABLE - EAST JORDAN IRON WORKS V-1984 DATE: SHEET #: US FOUNDRY 700 KL DATE SHEET #: 4' DIA. MH JB DATE: SHEET #: CONTROL DEVICES S DATE: SHEET #:
USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 1 OF 3 USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 2 OF 3 USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 3 OF 3 19 USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 1 OF 1 USE WITH STANDARD SPECIFICATIONS ONLY JULY 2010 1 OF 1
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057SDO - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:55 PM LAST SAVED BY: SKEIDEL

H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057SDO - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:55 PM LAST SAVED BY: SKEIDEL
CL
CL
� W
FINISHED GRADE
FINISHED GRADE
g
F W ¢ 2
NEW CONC. TO BE 3000 PSI SAW CUT AND REMOVE
/
Y
/
EXISTING CONC. EXISTING PAVEMENT
1
/
® v a ¢ 00 o 3.1
� ♦***♦ 1.�
H z
-0"
a
(4 o
zFINAL
HALT SURFACE
NEW ASP COURSE
CKF /
BA ILL
���j
- -
.o...,.P..:.•....... o.. ,,". "
.•..:...P:.,_.p a<•.oa..,,oe.�;,�y'::Qe.o:':'�":.v.�..:.:!-:.o.:..:.a.o.
: a P
/
3" MINIMUM
EXISTING PAVEMENT EXISTING PAVEMENT
/
FINAL
�° Z go
ui z z >
° NEW ABC 12" MIN. DEP H a °
\\� \\
>'':,, ...,• . .:.d..
Ca• a: i a.+': :'a. Ca. %' .1.'P :%'_ ,'0.'P ,%; . 0.'P r `a' '' i a
...: .
BACKFILL UNDISTURBED SOIL
W o w w J z <o
o
BORE Id l/8" DIA., I'-0"
UNDISTURBED SOIL
" F" _ � x
U' w �m
\ J
ON CENTER CUT
EXISTING
J 0 0 Z J
O qw g=
ALONG
I' O"
47 m Z z W
2.5' MIN. \\\ \\
6" COMPACTED DOWEL W/ #4 BAR
NO. 67 STONE TY� 1P.
SUBGRADE
j
o w U o N z
/ CLA55 1,11, OR III MATERIAL
' : EXPANSION JOINT
UNDISTURBED SOIL
w "
�" W - U) o a w
DENSELY COMPACTED
/ BACKFILL, TAMPED IN 6"
BACKFILL TAMPED .."> • MATERIAL, MASTIC
,
SEALANT, AND DOWEL
FI
COMPACTED LL
: ' '`2'=Q"':'
w ¢ d = o m
a U o Q „
a
X� LIFTS
\
\/
ADHESIVE AS REQUIRED
STANDARD SPECS.
/ :;,'.'." '', ;' -,2-0"
INITIAL
BACKFILL ':.
¢ z
Z w a w w a w
z = = J w m � i,
U E z
/
BY NCDOT
.'. •` . :,
/
SPECS.
PIPE ' " •
INITIAL
..,....
SPRING LINE ..000 ' #67 STONE
R°. Y o m = = m o�
�¢U)0�o as
�\\ X\
PIPE UNDISTURBED SOIL
XI\\\X/�\�
REFER TO S-4
BACKFILL
- '':":'••..
HAUNCHING a o°°8° 08°'�
o
PIPE GRADE
�j
®a,
W O = ~ w O w
waaJcnR �o
j a
� ��
� 5-5
aa• g° o eon , ogo•
f � �
�
_
U
~ z
6" MIN.
SEE 5-4 � 5-5
°�' 08
�;;���• ,g�4" BEDDING
'�° "°'°
-
W w o=
/
/N\ /\.
NOTES:
1. IN NCDOT MAINTAINED ROADWAYS ENCROACHMENT PAVEMENT PATCH REQUIREMENTS SHALL
_ .: ::
�ro
�\ �\
TAKE PRECEDENCE.
0 W O 0 00
UNDISTURBED
SOIL
\
NOTES:
2. THE PAVEMENT CUT SHALL BE DEFINED BY A STRAIGHT EDGE AND CUT WITH AN APPROPRIATE
MINIMUM SIDE
6" #67 STONE f-
MINIMUM SIDE
TAMP WELL UNDER
6" O.D. OF PIPE 6" �� CLEARANCE
z m
W z Z w w a
z z z
W � w ¢ � N LL
PIPESPRINGLINE /
\i
1 . See Cit of Ralel h standards for trenches and e beddin (
Y 9 pp 9
SAWCUT MACHINE.
3. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND
6" O.D. OF PIPE 6" CLEARANCE
WHEN ROCK IS
BOTTOM HALF OF PIPE
Pa z g 2 Y Y z w
P4 � LU z z o O w
S-4 * S-5) for additional details.
COMPACTED TO A DENSITY OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A SAMPLE OF
ENCOUNTERED 12" O.D. OF PIPE -,,-_MAXIMUM SIDE
5 z ¢ w O } >- s
\\\ \\
2. Pavement cuts over 5'-0" in width shall be reinforced to
THE MATERIAL IN ACCORDANCE WITH AASHTO T-99 AS MODIFIED BY NCDOT.
CLEARANCE
-,
H o
N.C.D.O.T. standards.
4. THE FINAL I' OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL TO
a- z m z z z
csu
X
3. Pavement cuts shall be made with an appropriate saw cut
NOTES:
TYPICAL TRENCH BOTTOM DIMENSIONS FOR
•
6" MIN. �
machine.
4. Pavement cuts within NCDOT ROW shall conform to the approved
100% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH
AASHTO T-80 AS MODIFIED BY NCDOT.
1 . TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE
SDR 35 PVC GRAVITY PIPE
CLA55 I
>/1 I\/MATERIAL
on site encroachment permit.
5. THE ENTIRE THICKNESS AND VERTICAL EDGE OF CUT SHALL BE TACKED.
G. THE DEPTH ENT MATERIALEXISTS SHALL BE REINSTALLED, BUT IN NO
FACE OF THE SHORING AND BRACING.
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
NOTES:
CASE SHALLETHE ASPHALT BEnLESS 3" THICK.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE
]�]��7][�][®�,�°
4. BACKFILL SHALL BE TAMPED IN G" LIFTS IN TRAFFIC AREAS, 2" IN NON-TRAFFIC AREAS.
G" MIN. / 12" MAX.
7. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY WITH A
5. ACHIEVE 80% COMPACTION IN NON-TRAFFIC AREAS, AND 95% COMPACTION IN TRAFFIC AREAS.
INSIDE FACE OF THE SHORING AND BRACING.
REV
DATE
COMMENT
BY
WHEN NO TRENCH BOX
SMOOTH DRUM ROLLER TO ACHIEVE A SMOOTH LEVEL PATCH.
8. REFER TO CITY OF RALEIGH STANDARDS FOR TRENCHES AND PIPE BEDDING (S-4 � S-5) FOR
G. IF IN EASEMENT 4" TOPSOIL, AND 12" CLEAN SELECT FILL MAY BE REQUIRED.
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
REQUIRED (TYPICAL)
ADDITIONAL DETAILS.
7. NO BOULDERS 8" IN DIAMETER OR GREATER ALLOWED IN FINAL BACKFILL.
4. BACKFILL SHALL BE TAMPED IN G" LIFTS IN TRAFFIC AREAS, 12" IN NON-TRAFFIC AREAS.
9. NO HAND PATCHING ALLOWED.
1
1-22-19
PER TOWN COMMENTS
SJK
10. PAVEMENT CUTS WITHIN NCDOT ROW SHALL CONFORM TO THE APPROVED ON SITE
ENCROACHMENT PERMIT.
CITY OF RALEIGH
CITY OF RALEIGH
CITY OF RALEIGH
CITY OF RALEIGH
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
DEPARTMENT OF PUBLIC UTILITIES
DEPARTMENT OF PUBLIC UTILITIES
DEPARTMENT OF PUBLIC UTILITIES
DEPARTMENT OF PUBLIC UTILITIES
STANDARD BEDDING DETAILS FOR
STANDARD CONCRETE
STANDARD ASPHALT
TRENCH BOTTOM DIMENSIONS * BACKFILLING
TRENCH BOTTOM DIMENSIONS AND BACKFILLING
CCFRPM PIPES
PAVEMENT PATCH DETAIL
PAVEMENT PATCH DETAIL
REQUIREMENTS FOR DUCTILE IRON
REQUIREMENTS FOR PVC GRAVITY SEWER MAIN
DWG. NO. REVISIONS DATE REVISIONS DATE
DWG. NO. REVISIONS DATE REVISIONS DATE
DWG. NO. REVISIONS DATE REVISIONS DATE
DWG. NO. REVISIONS DATE REVISIONS DATE
DWG. NO. REVISIONS DATE REVISIONS DATE
cJ I J.P.S 0-8- O
cJ 2 D.W.C. 6-23-99 A.B.B. 4- 1 9-04
S 3 D.W.C. I - I -99 A.B.B. 4- 19-04
D.W.C. 9-3-99
5-5 TO NOTES 3-1-87 D.W.C. 9-3-99
PRH 3-30-00 J.P.S 10-8-10
RRH 3-30-00 J.P.S. 10-8- I 0
S 4 PRH 3-30-00
7-2-82 PRH -30-00
NEW MANHOLES USE A BUTYL
PLASTIC GREEN MANHOLE
SEALANT BETWEEN FRAME AND
MARKER-LABELED SEWER
CENTERLINE OF
SEE C.O.R. STANDARD MANHOLE TOP SECTION WHEN
MANHOLE, SEE NOTE 3
MAIN t MARKER
5-25 FOR MANHOLE SECURING FRAME TO MANHOLE TO
COVER 120 LBS. MINIMUM MANHOLE FRAME AND COVER
FRAME AND COVER ROVIDE A WATER TIGHT SEAL.
TEST STATION OR TEST PORT-
�� z
A_
•. Q
STANDARD H2O TRAFFIC LOAD RATED
VALVE BOX WITH LID LABELED "TS" AND
j �o .d. P. °.'
I-
f
I O
L
> D' 2'-0"
PAINTED GREEN, PLACED ABOVE
z v.
E
o v D o , o
24" MAX P
LOOP 3 FT (MIN) DOWNSTREAM SEWER
w D P' D , d' : �, d • • �
.a :, , d w
• • u r ^ " r u • e
r a
H PLASTIC
e' .'D. ,. e . 'O.
'' :• '
OF WIRE INTO - - _- v
TEST STATION - - - -
> v
4 N z
z UIs, d av U
o PERM I T Ro
ITq�J- ��'
,
4'-6" MARKER
�o
° ,
� zwz o z < 4 �. w `-
=v�
1
S
N 4D..
EXISTING GPADE
I
LLJ
.• ~ �07 ~ z
E
Qv0 ECCENTRIC M.H. CONE
�� ��1 \\ \ -N�
� lu
° N °
�� d
1
W
If
MAY BE USED ON 8" , 10"
' p ' AND 12" SEWER MAINS.
/� /\ I �� 9
\�/ ��\I \��� \
w m n U
' o 000 .� '� O
23 1/2" 21" O
R
vp '; MANHOLE CONE AND
p'..°
I �/�\�
I
~ ~ _ _ ° ' z
-.o Ln U `�
o '�
KNOW WHAT'S BELOW
v BARREL SECTIONS SHALL
STANDARD
I �� \
, P
U m
�j
BE AS PER ASTM.
a
INDUSTRIAL CRIMP I
METAL), TYP I/
o . z w
U
¢ O O 0..
�Q
EW �,
ALWAYS CALL 811
0, mow °
r .
a':_p 4'-6' DIA. AS ,'. STANDARDS
(SIMILAR \
w 1 �\� 1 2" HOLE
o 0_ z
4. = p .a' ">. U
�F ` O
��
BEFORE YOU DIG
D REQUIRED w
O NO. 12 GAUGE I l �� FILLED WITH
0
� Ln U ¢
O f A
PCE �Z
a, o°
w SOLID BARE I I �\ CONCRETE
o' 2:
p F v .
It's fast. It's free. It's the law.
2'-6"
12" HOLE FILLED
v '0" RING SEAL
w COPPER TRACER
WIRE, TYP I I75EWfR
:.•:: z G
NOT APPROVED FOR
e �8
=e Se WITH CONCRETE
a
P o 4„ _� j b>;, OR RAM-NECK
4?
w I I LATERAL
Q WRAP TRACER
z
v
Q A a D'o.0 v. o D Q u' °
a U o d
°
I SEE
d a p o ., a' n .a • c
2 3/4..
8s :a0.
a
> WIRE AROUND I NOTE 2
a °
"
CONSTRUCTION
SHELF e:.� RUBBER BOOT
CIRCUMFERENCE OF
Q' d
I VENT HOLE
PROJECT No.: NCR162057
p
SLOPE D a .Q '... o:'�"• e LATERAL INVERT SHALL NOT BE
o .P .a ; o
60° �LOWERTHAN MAIN SPRING-
:o 'Q
MANHOLE AND SPLICE I SEWER
TO TRACER WIRE FOR I SADDLE
SEWER
o
25 I/I 6"
NOTES:
'' o' .o .:.:. a. c
Q' :'.D o ..,... D :: a ., . LINE. MANHOLE SHALL BE 2'
DOWNSTREAM I TAP
MAIN I
z O
23 1 1/ 1 6"
1 "
DRAWN BY: SJK
1 . PLASTIC MARKER SHALL
BE GREEN IN COLOR.
o A IN
Q " e . q .: p , . ; -_ p'oa- . • '.o :. 6 � BOVE 100 YEAR FLOOD PLA
D' :' a Q : �' c '°. D 'o' = '. a .". OR SEALED AND VENT TO BE
I
_ _ L - - - - -
°
o
o
I
CHECK MAR
ED BY.
1 O
DATE 26 18
2. MARKERS SHALL BE LABELED
2' ABOVE 100 YEAR FLOOD
9"
/� _- I
U
,� ;.. U 0 z
SCALE: UK
"RALEIGH SEWER"
3. TO BE SPACED EVERY 300
LE TOFS
00000�Q0o000 0000000000 0 0000 ARE IN EXCESS OF 3' ABOVE
00 0 00000000000000°00000000 00�
NSTOEPS
FLOW I
Y
1 L
L
e' p
O O
Iii 0
�j
7 I/2" 22"
CAD LD.: SDO
FEET ON EACH SIDE OF ANY
SECTION A-A GRADEwOUTS DEHEN
MUST
BE PROVIDED. SEE STANDARD
-�
- - - - - - -
T T�
�j 1 =
�// �// �// / z w
- z z J U z
APPROVED
BUTYL-NEK OR
SEALANT
PROJECT:
ROADWAY OR JUNCTION.
5-28 FOR STEP DETAIL. IN
- - - - - - - - - - - J SEWER
w
V W u J ¢ O �w 0z w z J U w
¢
AUTUMN
NON TRAFFIC AREAS, TOP OF
NOTES: MAIN
z w lu¢ z U
(D Q In _ D ;
BETWEEN FRAME
4. MARKERS SHALL BE ROUND
a. • u.
U D ¢ � p
-e z � (0 U w Q w U z
AND COVER 1 25 5/ 6"
4" IN DIAMETER.
.o ' FRAME AND COVER SHALL BE
INSTALLED A MIN. OF I' ABOVE
I . THE TRACER WIRE SHALL BE CONTINUOUS TO THE GREATEST EXTENT POSSIBLE. FOR GRAVITY MAIN
w
° m g o U O _
z m
LAKES
• ° < • FINISHED GROUND SURFACE.
AND OR LATERAL INSTALLATIONS LESS THAN 8 FT, THE TRACING WIRE SHALL BE ATTACHED TO THE
No N � w O 0 V o N
rfl � O U � � � � � 'L'
33 I/4°
1 A
A o v v a A
a o' SEE SEWER DESIGN
L
PIPE. TRACER WIRE SHALL BE LAID FLAT AND SECURELY AFFIXED TO THE PIPE AT 10 FOOT INTERVALS.
FOR GRAVITY MAIN AND OR LATERAL INSTALLATION DEEPER THAN 8 FT, THE TRACING WIRE SHALL BE
c. O w U ¢ ¢ z z
�
,: ' w Q - 0 z z o OF � Q
NOTES: 5/8"X3" LAGSHIELD IN HOLE
�� ���
ASE
INSTALLED AT A DEPTH OF 7-8 FT. THE WIRE SHALL BE PROTECTED FROM DAMAGE DURING THE
F
,..o:.v z Q z = F O j ¢ w CO
1) ALL MANHOLE FRAMES SHALL BE DRILLED INTO CONE OR
-1SECTION
EXECUTION OF THE WORK. NO BREAKS OF CUTS IN THE TRACER WIRE SHALL BE PERMITTED.
p LO _ O Q w w 0 U � 0 �u U
DOMESTICALLY CAST. RING WITH ANCHOR SUNK TO
F®�
SEWER FORCE MAIN
p
MIN. 9" COMPACTED #67 STONE
2. WHERE LATERAL TAPS ARE MADE BY SERVICE SADDLES, THE TRACER WIRE SHALL NOT BE ALLOWED
w 0 = g U 2 w Uj = o_ . O z w ¢
� � to H � N �
2) FRAME SHALL BE A MINIMUM WEIGHT OF DESIGN DEPTH, AND 3/8"X3"
182 LBS. WITHIN PUBLIC ROW AND I GO LBS.
o BASE TO BE INSTALLED UNDER
TO TO BE PLACED BETWEEN THE SADDLE AND MAIN.
oz z
HOT DIPPED GALVANIZED
WITHIN EASEMENTS.
Q • : p NEW MANHOLE.
3. MANHOLE MARKERS SHALL BE PLACED ADJACENT TO MANHOLES AT THE DISCRETION OF OWNER OR
- N ni � vq
3) COVER SHALL WEIGH A MIN. OF 20 LBS. LAG BOLT AND WASHER.
CITY OF RALEIGH
.
o.'.e, CITY OF RALEIGH
OWNER'S REPRESENTATIVE.
CITY OF RALEIGH
CITY OF RALEIGH
4) ALL MANHOLE FRAMES OUTSIDE OF PAVED
SURFACES SHALL BE BOLTED TO THE CONE CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
DEPARTMENT OF PUBLIC UTILITIES
DEPARTMENT OF PUBLIC UTILITIES
DEPARTMENT OF PUBLIC UTILITIES
SECTION OR RING WITH A MINIMUM OF 4 DEPARTMENT OF PUBLIC UTILITIES
BOLTS PER FRAME.
STANDARD MAIN MARKER FOR
STANDARD PRECAST SANITARY
GRAVITY SEWER MAIN TRACER WIRE
STANDARD MANHOLE INSTALLATION
STANDARD MANHOLE COVER
HOMES
SEWER FORCE MAINS IN EASEMENTS
SEWER MANHOLE
AND MANHOLE MARKER
OVER EXISTING SEWER MAIN
LOCATION ®� ����
DWG. NO. REVISIONS DATE REVISIONS DATE
DWG. NO. REVISIONS DATE REVISIONS DATE
DWG. NO. REVISIONS DATE REVISIONS DATE
DWG. NO. REVISIONS DATE REVISIONS DATE
DWG. NO. REVISIONS DATE REVISIONS DATE
SQ RRH I-21-00
-8
Y.C.A. 12-31-92 ABB 2-21-05
B 2p
WKD 09-14
S-20A
Y.C.A. 12-31-91 A.B.B. 1-19-05
J 22
3-1-87 3-1-87 A.B.B. 2-9-05
S 25
0 OLD BUNN RD
DHL G-18-08
RRH 3-30-00 D.H.L. 6-16-08
RRH 3-30-00 D.H.L. 6/16/08
RRH 3-30-00 D.H.L. 6-18-08
ZEBULON, NC 27597
w Iii "\ N U Q
�w
w Iii �\
o
WAKE COUNTY NORTH CAROLINA
D -' ' 4 •
z "41�\ zp o� w
� (- W cmc z w � J Z �
m "III°�, rfl U 0 J G ¢ = W J z '
~ ° z z 0
z\IIIA\ �Y
° 111\\0� • •'' • • • � m
"\" °
m IIII\I�\•
Q w
r2
PVC TO D.I. PIPE ADAPTER -
USE'FEPNCO COUPLING
J IIS\ u� * -/ D z
, . .
o :a`zF z��mzv� o U z w w
O z= w - Q w ¢ °� U
-
111\
° O1` �N
Z III\\\\ -' U¢
445-401' OR APPROVED
EQUAL TO SEAL.
Q• p
tF MI T o
Q RF v_
7i
ff T
4. • �� \� �� D
w ¢ w
gO��Wn�w�z�0 U m
O NQ VIII\¢� QD w z v pI--0 00z
~ w it J o w " 0 ce = `� �'
\\�\ J J 0 J O Z O
0z t>u "IIIA\-�H�i0z 00VIII\\TD)
I Ilp\\\ z�mO�.z?�oF
Q
° "II\
Q IIII\.
Q w ii �•
III�\�\:,
450 PVC SADDLE
J UJ
0 TI-IT L IE R
a'
p
�Nll
3NIJ
ENGINEERING NO, IPILILC
4
Q u�a�O�d
u�a�O�d
�J�
1' 4.
Q 1�\
II\\:
PIPE CROWN
NCBELS P-1132
4130 PARKLAKE AVENUE SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Ill^vl� 11V^VIS
go)O
�" a
'
III°�' •
J "IIIA:• . z
II �\\
W �vll�: -' .. .. " . o
w>
\ " '
`1111
IIIA`\;•
w J
. .
o U - •- .... / w
fou
MO
v
�III�\\,.. :' m -\qlo
ILI�~
III\\\;.. g z
STAINLESS
Fax' [phone]
a.
S
PACE (�
a o P D
z wr°': ����
U o\ul�
w U =
Z
wZQ
W o\III" ¢
F °� III"-: U
�WO
¢�
STEEL
CLAMPS
[e-mail]
.Q o
q
0�>w ,... o.D.. o 0=
0�° ,. o.D.
tu
A
2'-0" v : ° a 3000 P.S.I. CONCRETE
o
¢ ¢ o : p U ILjU u�IU
LL P. q' ' w z CZ
J pp .: O - w t)
03U °
TYP. Q ENCASEMENT
.. .'
z ¢ _ b• Q U
fl�
q z
6• . • z o
0000000@0000000
NIn�� a' a",'• •'
Q= a'•,'','•-•' �Li
BACKFILL UNDER PVC SADDLE,
ADJUST FLUSH PLAN
z z wq:
° - " ° z
' J Q
w J w - m ' ° z _ F
ADAPTOR, AND CAST IRON BEND
A
SIDE
WITH FINAL GRADE STANDARD MANHOLE
O>00 d. _ 0
z \Y w = ? _ z z
w U v ''': 0 U w
_o
w O oz 4' . _ _
=mN
ro - tu > o_ � ¢ w z
0 O U r �'
WITH#67 STONE AS SHOWN ON
5-4.
PLAN ELEVATION
FRAME AND COVER
Q_• 0
Q N 1 N
w N u
�� ;W zm¢ �� g ¢
W ZZ 0-0= Z Q - J 0 Cj
oN0 0 N O zzw
H > ¢ z zU H¢_�
2"
SLIP RESISTANT CLEATS
� .o: � �'<p.d..D"d.° & _
WOw7jW Q 0 z0 ww Q r?
wZ�rY� Q Q ~ wQ L Q _0 Z t7
O = W
Li
Z��OZO J �H OZJw O)IJ
U s 0 2 ¢� z 0_ 0) - U
> X = Q Z ¢ W _� \ m
Q (() 0 0L 0_ J 0 (J
~ (fi 0_ Q = U Q K O W W �i W
U i ~ - W I- W ~' Z OL U
1>
.'
F-P inn
w°UF)W~= � Q� HUm to
1�
Ob -
PIPE ROWN
OS
A.B.C. J._
':-
wz� . Q Q
w \\ U c9 p w w
w w o w w
450 450 �O
�L
12..
J.'.'. .sir
STANDARD '�
s'..:.
= O �i Uai
ro > F c7 z z Ir_ o o
\\ zg°_�¢�0
w I>_
w= g ro w w O F w
: z w�=
SHEET TITLE:
s MANHOLE a COMPACTED
s'
w
QF ;
u¢ w z¢ ¢ w z
O>O
- BACKFILL
p'a; w wNU OU
OQ=OOQ Q w
ELEVATI❑N
:.�� TOTAL
= - 0z H ¢ W z z
¢ z � z ¢
nwz���U zQ z z
� ¢
i.', •, TOIEXCEED MNEY OTI"
U �
o z w> �N n �
ro Q z w
� LU a z
�z>� �- N
z- O U¢ Q U �_
PIPE SPRINGLINE
v�gy� v�
o Q w
U F X00 Y0 -
ZEE���Q w zF �z '
��
��4 \\/\\/E4 �4
DETAILS
#3OR#4REBAR
SECTION
PRECAST CONCRETE SPACER
Q��000`r Nz
J 0- �,ww m� -�
� 0- z n w J O
O
°QQ�Own m� U �Q
U�zz�LW Q-w- ��
ro ¢ w
CORROSION RESISTANT MATERIAL
(DONUT RINGS) IN TRAFFIC
AREAS ONLY. DONUT RINGS
z w F U j Q
O _ 0 z ¢ U- w °
� u z p E 9 o w O
¢ w- U w z z U T U z z
RUBBER, PLASTIC
NOT ALLOWED IN
w
\ L z m Q�� °tea
z
Nw�Q��=O O�Q�Q <o
Z
U�
SHEET NUMBER:
CITY OF RALEIGH
EASEMENTS.
CITY OF RALEIGH
cz
O z i2 j CITY OF RALEIGH
Z
Q= Q� Q W J az W a :
u Z = o L Z CITY OF RALEIGH
z Oz OU N
SADDLE INSTALLATION LIMITS CITY OF RALEIGH
D-13
DEPARTMENT OF PUBLIC UTILITIES
DEPARTMENT OF PUBLIC UTILITIES
_ DEPARTMENT OF PUBLIC UTILITIES
w w = ( g p U DEPARTMENT OF PUBLIC UTILITIES
DEPARTMENT OF PUBLIC UTILITIES
SECTION A - A STANDARD SLIP RESISTANT
STANDARD MANHOLE FRAME AND COVER
LU �F
TYPICAL SANITARY SEWER
LU 11-1
U� w¢� c7 to
cri w J - tu � z w z TYPICAL SANITARY SEWER
AZ Udo
LATERAL SADDLE INSTALLATION
MANHOLE STEP DETAIL
DETAIL WITHIN PAVED SURFACES
��
> Q g LATERAL CONNECTION
LU O.J W O 8 Joao((]
� _ = o 2 Lu = o z w Z o z X LATERAL TRACER WIRE
DETAIL FOR PVC PIPE
DWG. NO. REVISIONS DATE REVISIONS DATE
DWG. NO. REVISIONS DATE REVISIONS DATE
D 0 DWG. NO. REVISIONS DATE REVISIONS DATE
O m o o ¢ m U) ¢ u ¢ w
DWG. NO. REVISIONS DATE REVISIONS DATE
DWG. NO. REVISIONS DATE REVISIONS DATE
RRH 3-30-00
5-28
Y.C.A. 12-3 I -9 I ABB 9-20-04
S-29
O
U Y.C.A. 6-92 A.B.B. 4-8-04
5-30
z
n \h WKD 9- 14
- 5-30A
3-1 -87
5-31
D.M.L.
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057SDO - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:55 PM LAST SAVED BY: SKEIDEL

H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057SDO - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:56 PM LAST SAVED BY: SKEIDEL

FINISHED GRADE U z o 0
LINE
MINIMUM 36" HORIZONTAL CLEARANCE ~ T� > w
L J O F
FROM ANY OBJECTa
. LL
NEW CONC. TO BE SAW CUT AND REMOVE o ¢
41 0
FIRE HYDRANT, PUMPER NOZZLE TO BE POINTED
3000 PSI EXISTING PAVEMENT /.���.�-"• ••.. � •." �•��•"•••�.�.� z
EXISTING �. ¢ J
/ "' yry
CONC. 5
NEW ASPHALT SURFACE COARSE TOWARDS FIRE TRUCK ACCESS. x ~ ¢
3" MINIMUM Q � ® ♦ z ♦ • ♦ o0
- -
., .... , ..., ........>, ......... ° . :::.:.- BETWEEN 2 6 o -
EXISTING PAVEMENT ..;.:;:.;..;•,..
f..P ,..., f..P r.. ... •. ... .: .... .:.., o..;..:�...P ....., f..P. ..,, f.P.: / :•:': ":::.'.:::::':':'.'" .: :::.•:` ::: :••:;:: TRAFFIC FLANGE t-5
FFIC FLANGE BETWE edi
a ABOVE GRADE 6 ABOVEGRADE > U z0 }o
w
..Q: y.,':C: e.d ,-.a •. a: °0 000 °po°3i o° 6
p+:.d. ..n. ° ° ° ° Efi�$T A�Oc °8 ° ° /'.." ..." . UNDISTURBED W z z > z F -
<o
0 NEW ABC I2"MIN. DEPTH
3'-0"O w w
. ., 1. d. '....
:::..,>.:::..,>`:�s::• :><::...: SOIL•
�j5'
� JxZ oN
\.: :.:.:"r.. •.': CURB AND GUTTER 3' 6" CURB AND GUTTER r+ F x x c� - DEWALK / PAVEMENT jj z -1 v=i
SIDEWALK PAVEMENT [[��1 F" ¢ o O w a m
° ° ° °° ; ::: ':i: °
° 0000 ° °o°°°° °m ° BORE I I/8" DIA., 1' O"
2" BELOW EXISTING EXISTING .'e.;::: 5i: f.
ON CENTER ALONG CUT t �10\
BACKFILL a -..t: a t: 1-17,11 m u> z o ga o a
,. .., 1�W
DOWEL W/ #4 BAR SUBGRADE a" :.'o W _
6" COMPACTED NO. :. • :".:'r,.:•::::•::. CJ ♦ � � � � ♦ g � z
67 STONE ; ; '- ': ', �� f 6" GATE VALVE z_ f G" GATE VALVE W J
TYP, TYP. VALVE BOX VALVE BOX w m o w
EXPANSION JOINT MATERIAL, / CONC. THRUST
SOIL COMPACTED BACKFILL BLOCK �0 COMPACTED BACKFILL W w ¢ a N
UNDISTURBED C7 �+ � o w
BACKFILL, TAMPED IN MASTIC SEALANT, AND DOWEL COMPACTED N CONC. THRUST ¢ a
ADHESIVE AS REQUIRED BY FILL IN G" LIFTS (TAMPED IN G" LIFTS) N (TAMPED IN G" LIFTS) BLOCK Q u
G" LIFTS
/ wQawmw awe
NCDOT STANDARD SPECS.
- -
� w
_ m
c°
x
x
J
H
•.. , /:; ::.,; ::':; .`, ::.::..:' ::::•'::; 6 MIN. BRANCH PIPE `" = o m x = m o o
AI AI _
..•. :., PIPE .. .,;.......•:.•. IN
:::•.:..: - :.. RESTRA ING GLANDS C4 x = r x x wr
6" MIN. BRANCH PIPE � � �
PIPE UNDISTURBED SOIL b a a W a.
N.
.: a ..! ...:.: o
REFER TO W-3 P, ♦ ♦ °
W ♦♦
W o
SEE W-3NOTES: / .` i P -3"x I' -3"x 4" C7
THICK 0 _
• RESTRAINING 3/4" HOT DIPPED W �
/'• GLANDS GALVANIZED BRIDLE ROD
1. THE PAVEMENT CUT SHALL BE DEFINED BY A STRAIGHT EDGE AND CUT WITH AN ° °e ° e°.8o MAY BE COUPLED ONCE. 0 o
APPROPRIATE SAW CUT MACHINE. MINIMUM SIDE 7 CU. FT. CRUSHED W z z F- z a
2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND I 6_ O.D. OF PIPE 6 i� CLEARANCE STONE MIN. W W w ¢ N LL
6" OF #67 STONE WHEN IFS _ p� z g g Y Y z w
COMPACTED TO A DENSITY OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A ROCK OR WATER IS UNDISTURBED EARTH. P Lu z z o O w o
SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AA5HTO T-99 AS MODIFIED BY NCDOT. ENCOUNTERED �_ ¢ w O } x
3. THE FINAL I' OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL a- w O w w O o
NOTES: TO 100% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN NOTES: cFi� z z m z z z
1. SEE CITY OF RALEIGH STANDARDS FOR TRENCHES AND PIPE BEDDING W-3 FOR ADDITIONAL DETAILS ACCORDANCE WITH AA5HTO T-80 AS MODIFIED BY NCDOT. 1. FIRE HYDRANT SHALL BE AS MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY, M4H,
2. PAVEMENT CUTS WITHIN NCDOT ROW SHALL CONFORM TO THE APPROVED ON SITE ENCROACHMENT 4. THE ENTIRE THICKNESS/ VERTICAL EDGE OF CUT SHALL BE TACKED. WATEROUS, CLOW, EAST JORDAN IRON WORKS, OR US PIPE.
PERMIT. NOTES:
5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN 2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C 150-96
1. FIRE HYDRANT SHALL BE AS MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY, M*H,
3. THE PAVEMENT CUT SHALL BE DEFINED BY A STRAIGHT EDGE AND CUT WITH AN APPROVED SAW CUT NO CASE SHALL THE ASPHALT BE LESS THAN 3" THICK. 3. G" GATE VALVE SHALL BE AWWA C500 -8G OPEN LEFT WAT1-1 - CLOW, EAST JORDAN IRON WORKS, OR US PIPE.
MACHINE.
G. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY NOTES: 4. STEEL RODS AND BOLTS SHALL BE 4" HOT DIPPED GALVANIZED 2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C 150-96
4. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND WITH A SMOOTH DRUM ROLLER TO ACHIEVE A SMOOTH LEVEL PATCH. 1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE 5. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSITION 3. G" GATE VALVE SHALL BE AWWA C500-86 OPEN LEFT
COMPACTED TO A DENSITY OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A SAMPLE OF 7. REFER TO CITY OF RALEIGH STANDARDS FOR TRENCHES AND PIPE BEDDING, W-3. FOR IN51DE FACE OF THE SHORING AND BRACING. RODS SHALL NOT BE COUPLED MORE THAN ONCE. IF THE LENGTH FROM THE VALVE TO THE
THE MATERIAL IN ACCORDANCE WITH AA5HTO T-99 AS MODIFIED BY NCDOT. 5. THE FINAL G" OF FILL 2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN BACKFILL. 4. STEEL RODS AND BOLTS SHALL BE 4' HOT DIPPED GALVANIZED
SHALL CONSIST OF ABC MATERAIL COMPACTED TO A DENSITY EQUAL TO 100% OF THAT OBTAINED ADDITIONAL DETAILS. HYDRANT EXCEEDS 20' THEN A MECHANICAL RESTRAINING GLAND WITH A REBAR CAGE SHALL BE 5. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSITION
BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AA5HTO T-80 AS MODIFIED BY
8. NO HAND PATCHING ALLOWED. 3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL. INSTALLED NO MORE THAN I O' FROM HYDRANT AND POURED IN CONCRETE. RODS SHALL NOT BE COUPLED MORE THAN ONCE. IF THE LENGTH FROM THE VALVE TO THE
4. BACKFILL SHALL BE TAMPED IN GLIFTS. FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW
NCDOT. 9. PAVEMENT CUTS WITHIN NCDOT ROW SHALL CONFORM TO THE APPROVED ON SITE " HYDRANT EXCEEDS 20' THEN A MECHANICAL RESTRAINING GLAND WITH A REBAR CAGE SHALL BE
ENCROACHMENT PERMIT. 5. ACHIEVE 95% COMPACTION IN BACKFILL. INSTALLED NO MORE THAN I O' FROM HYDRANT AND POURED IN CONCRETE.
FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW
ANYTIME SITE WORK, CONSTRUCTION,
ROAD WORK, OR ANY OTHER WORK
CITY OF RALEIGH CITY OF RALEIGH CHANGES THE GRADE OF THE FIRE CITY OF RALEIGH ANYTIME SITE WORK, CONSTRUCTION, CITY OF RALEIGH
CITY OF RALEIGH HYDRANT, THE PERSON RESPONSIBLE ROAD WORK, OR ANY OTHER WORK
DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES FOR THE WORK IS RESPONSIBLE FOR DEPARTMENT OF PUBLIC UTILITIES CHANGES THE GRADE OF THE FIRE DEPARTMENT OF PUBLIC UTILITIES
ADJUSTING THE FIRE HYDRANT TO STAY HYDRANT, THE PERSON RESPONSIBLE
STANDARD CONCRETE STANDARD ASPHALT TRENCH BOTTOM DIMENSIONS t BACKFILLING WITHIN COMPLIANCE. STANDARD FIRE HYDRANT FOR THE WORK IS RESPONSIBLE FOR STANDARD FIRE HYDRANT
PAVEMENT PATCH DETAIL PAVEMENT PATCH DETAIL REQUIREMENTS FOR DUCTILE IRON INSTALLATION DETAIL ADJUSTING THE FIRE HYDRANT TO STAY INSTALLATI❑N DETAIL
WITHIN COMPLIANCE.
DWG. NO. REVISIONS 1 DATE REVISIONS DATE DWG. NO. REVISIONS DATE REVISIONS DATE DWG. NO. REVISIONS DATE REVISIONS DATE DWG. NO, REVISIONS DATE REVISIONS DATE DWG, ND..REVISIONS DATE REVISI❑NS DATE
RRH 3-3I-00 A.B.B. 1 4-16- 4 D.W. 9-3-99 ABB 2-15-05 ABB 4-G-04 PAP 2/17/09 pBB 4-6-04
A.B.B. 2-8-05 MAB 10-3 I -1 3 W-2 D.W.C. 1 1- 1 -99 J.P. 1 0-29- I O W-3 RRH 13-31-001 J.P.5. 110-29-10 W-4 1 2/14/08 1 1 W- 4 Q
THRUST COLLAR
5" STORZ [ �`
NOZZLE
4'
1L -
a
_ H L Z UO
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
I.D. PIPE A.. B.. C D
4
1 6"
o .; a.
q. a• a
Q
6
I I Lam' O O E'S r --O Lu
z m 0� IS =)O w m
J J z z n
O Q Q O Q p Q
oz Z
0 U n N ,r N Q ¢ Q
----
���JLa�
36"
6" - 16.. 1 ._4.. 1 ._7.. 2.. 3/8"
O , . , z
Lu nO522m
20" 24" 14" 17" 3" 1 /2"
30" - 36" 1'-4" 1'-7" 4" 5/8"
48" * greater I'-8" I'-9" 6" 7/8"
iu
22 I/2° 15,691 4 8 10 2 2 4 16 2
22 I/2° 1 41 ,2 1 8 36 71 85 1 8 1 8 36 142 15
N
(n 'a ", •6 c9
0
1. STEEL RODS AND BOLTS SHALL BE 3/4" HOT DIPPED GALVANIZED.
32" MIN. p z O
o o ,
q. a . a
18" MIN. - -
2zlz
' NOZZLES W/ 1 0
NATIONAL STANDARD
I8 v
THREADS 19/ 16 OPERATION NUT � � � D 0 �
GROUND LINE a"50[L--,,
n �
UNDISTURBED SOIL
"x" BAR - o KNOW WHAT'S BELOW
°Oo°0
,e °°°;�.° : og Lu w ALWAYS CALL 811
a m
\ BEFORE YOU DIG
It's fast. It's free. It's the law.
2.500" r.ti d gee'e b J U' U'
4 'g ° f NOT APPROVED FOR
• °8. •8 �° o`bro •�q°• :44 °.m :8b°'B •e` V
e°° b. °.•sm Q ,o°oQ` ;�sb: ie:;tib ° o o UO UL- J CONSTRUCTION
''a5 ♦. 'sy. e•:s •. � ;a8. •. 1:° b�.�,,. °e: !.:.0 iy Q p Q H
°° 000*.* ° � � CD w o _ � PROJECT No.: NCR162057
3" MIN. "Y' BAR ° 3" MIN. v O Q � p = DRAWN BY: SJK
�ryCLEARANCE "B" CLEARANCE r�(� Q p w J CHECKED BY: MAR
REINFORCING REQUIREMENTS O v ' � 0 Q m = DATE: 10-26-18
G" - 3E 2'-2"+ O.D. PIPE .043 LB5 G I LENGTH "Y' BAR WEIGHT NO. REQUIRED Q - lf') [L1 a SCALE: tuR
I.D. PIPE REBAR SIZE X" BAR LENGTH "X" BAR WEIGHT "Y' BAR L ^^ //
I. 1 LB5. EACH X-24, Y-1 2 p z L.L w (n
" _ Q T- U t z CAD I. D.: SDO
48" 8 greater #6 3'-0"+ O.D. PIPE 1.502 -B5/FT 1'-3" 1. LB5. EACH X-24, Y-1 2 = F. a- F p az p Z
THRUST COLLAR, AND THRUST SCHEDULE ~ / / O z - m z U U PRC),IF(.T- r }r vvava yr /rr v
WITH HIGH REFLECTIVE ALUMINUM SILVER CAPS, BONNETS AND OPERATING NUTS. 2 112" NATIONAL STANDARD a' LL' tu lu w z o o �
NOTES: q . < • a. Q n z ¢ � w
OUTLET THREAD5 I . SEE STANDARD DETAIL W-9 FOR THRUST BLOCK LOCATIONS. U i U N - w U
2. CONCRETE SHALL BE 3000 P51 AND TRANSIT MIXED. IW- w zz z0 w Z m w - p FOR
3. REINFORCING BARS SHALL BE DEFORMED AND TIED TOGETHER. \ z I- O U n ¢ U
CITY OF RALEIGH 4. TRENCH BOTTOM WIDTH IN VICINITY OF THRUST BLOCK INSTALLATION W Oz _ N cn v: L6
DEPARTMENT OF PUBLIC UTILITIES SHALL BE THE MINIMUM WIDTH AS SHOWN ON STANDARD DETAIL W-3. e Lu
5. BACKFILL TAMPED IN G" LIFTS PER~
RALEIGH, GARNER, KNIGHTDALE, ROLE5VILLE, CITY OF RALEIGH STANDARD DETAIL W-3. CITY OF RALEIGH CITY OF RALEIGH V• -a CITY OF RALEIGHLEil
WAKE FOREST, WENDELL t- ZE13ULON DEPARTMENT OF PUBLIC UTILITIES G. THRUST COLLAR MUST BE FACTORY DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES - 4 :D'�.° q• , DEPARTMENT OF PUBLIC UTILITIES
WELDED ON BOTH SIDES ALONG BOTH v '
STANDARD FIRE HYDRANT WITH 5" HYDRANT OPERATING NUT AND 2 EDGES OF COLLAR AROUND THRUST BLOCKING DESIGN DATA STANDARD THRUST BLOCK INSTALLATION FOR 1 G" AND -_ 'a� .a' ' 4 HOMES
CIRCUMFERENCE. FOR WATER MAINS LARGER VALVES AND DEAD END MAINS STANDARD THRUST BLOCKING VIEWS q ° ': O
BTORZ PUMPER NOZZLE I /2 OUTLET THREADS = oa LOC AT�ION OF SITE
DWG. REVISIONS DATE REVISIONS DATE DWG. NO. REVISIONS DATE REVISIONS DATE DWG. NO. REVISIONS DATE REVISIONS DATE DWG. NO. REVISIONS DATE REVISIONS DATE , '. a .N • DWG. NO. REVISIONS DATE REVISIONS DATE
NNO. MAB 1 6-30-16 W_6 RRH 13-31-001 DHL 2-18-08 W-7RRH 1-21-00 1 J.P.5. I I -1- 10 W_8 14-12-9U 2-90 D.W.C. 9-7-99 W-9 D.W.C. 3-1-87 R
RH 3-31-0 0 OLD BUNN RD
A.B.B 14-13-041 J.P.S 11 1-1-10 1 D.H.L. I 6 -18 -OS 1 16-9z I RRH 3-31-00 9-7-99 1 D.H.L. 6-18-0 ZEBULON, NC 27597
REF\ r10KIZU REACTION BEARING AREAS FOR HORIZONTAL WATER PIPE BENDS o WAKE COUNTY, NORTH CAROLINA
BASED ON TEST PRESSURE OF 200 P.5. I. BASED ON TEST PRESSURE OF 200 P.S.I. Q o
i -j O GATE / TAPPING VALVE
ALL AREA5 GIVEN IN SQUARE FEET. ALL AREA5 GIVEN IN SQUARE FEET.
J Z
W
W
-0
° �O A.s�p
-0y,o�� O� o� O4p
�O J� O ti0 v O v 2�v ? p��
�crO 0
�� J v v O O^ O do O N D D•�.>
�� 2p 00 00 0 00 �00 00 00 P 00 O� �p p0 00
0) �O
G" 24"
1 1 1/4' 1,108 1 1 1 I 1 2 1 11 1/40 17,734 5 9 1 1 3 3 5 18 2
22 1/2° 2,207 1 2 2 1 1 1 3 1 22 1/2° 35,305 9 18 22 5 5 9 36 4 Al n)12 W (S)
45° 4,328 2 3 3 1 1 2 5 1 45° 69,252 18 35 42 9 9 18 70 7 4� a O> N Z
Lu
90° 7,996 2 4 5 1 1 2 8 I 90° 127,93C 32 64 77 1 6 IG 32 125 16 N J,
LLJ
PLUG 5,655 2 3 4 1 1 2 6 I PLUG 90,478 23 46 55 12 12 1 23 91 1 10
8" 3 011
11 1/4° 1,970 1 1 2 1 1 1 2 1 11 1/40 27,709 7 14 17 4 4 7 2 3 FpLli
22 1/2° 3,922 1 2 3 1 1 1 4 1 22 1/2° 1 55, 163 14 28 34 7 7 14 56 6 ¢ ¢
�O
45° 7,694 2 4 1 5 1 1 2 8 1 45° 105,20C 28 55 65 14 14 28 109 1 1 p 0
90° 14,215 4 8 9 2 1 2 4 1 15 2 1 90° 1 99,90C 50 100 120 25 25 1 50 200 20 u- w
PLUG 10,053 3 5 6 2 2 3 10 1 PLUG 141,37 36 71 85 18 18 36 142 15 0
1 211 36" F Z z m
wLu
Lu
1 1 1/40 4,433 2 3 3 1 1 2 5 1 1 1 1/40 39,901 10 20 11124 5 5 10 40 4 CID N
22 112' 8,826 1 3 5 1 6 2 2 3 9 1 22 1 /2° 79,439 20 40 48 1 10 10 20 30 8 a41
z- U
J -
Z �
45° 17,3121 5 9 1 1 3 3 5 18 2 45° 155,81( 39 78 94 1 20 20 1 39 15G 1 6 "4, Q = 0 0
90° 31,983 8 1 6 19 4 4 8 32 4 90° 287,85 72 144 72 36 36 72 288 29 w w U
�z0
PLUG 22,61 9 6 12 14 3 3 6 23 3 PLUG 203,57E 51 1 102 122 26 26 51 204 21 ow=
1611 48" ¢ate
C)
NOTES:
1. ALL PUBLIC FIRE HYDRANTS IN THE CITY OF RALEIGH AND THE MERGER TOWNS OF GARNER,
ROLESVILLE, WAKE FOREST, KNIGHTDALE, WENDELL AND ZE15ULON SHALL BE PAINTED CHROME YELLOW
BRANCH 51ZE
4"
2
I I I I J
2
8"
4
I.D. PIPE A.. B.. C D
4
1 6"
o .; a.
q. a• a
Q
6
I I Lam' O O E'S r --O Lu
z m 0� IS =)O w m
J J z z n
O Q Q O Q p Q
oz Z
0 U n N ,r N Q ¢ Q
----
���JLa�
36"
6" - 16.. 1 ._4.. 1 ._7.. 2.. 3/8"
O , . , z
Lu nO522m
20" 24" 14" 17" 3" 1 /2"
30" - 36" 1'-4" 1'-7" 4" 5/8"
48" * greater I'-8" I'-9" 6" 7/8"
WITH HIGH REFLECTIVE ALUMINUM SILVER CAPS, BONNETS AND OPERATING NUTS. 2 112" NATIONAL STANDARD a' LL' tu lu w z o o �
NOTES: q . < • a. Q n z ¢ � w
OUTLET THREAD5 I . SEE STANDARD DETAIL W-9 FOR THRUST BLOCK LOCATIONS. U i U N - w U
2. CONCRETE SHALL BE 3000 P51 AND TRANSIT MIXED. IW- w zz z0 w Z m w - p FOR
3. REINFORCING BARS SHALL BE DEFORMED AND TIED TOGETHER. \ z I- O U n ¢ U
CITY OF RALEIGH 4. TRENCH BOTTOM WIDTH IN VICINITY OF THRUST BLOCK INSTALLATION W Oz _ N cn v: L6
DEPARTMENT OF PUBLIC UTILITIES SHALL BE THE MINIMUM WIDTH AS SHOWN ON STANDARD DETAIL W-3. e Lu
5. BACKFILL TAMPED IN G" LIFTS PER~
RALEIGH, GARNER, KNIGHTDALE, ROLE5VILLE, CITY OF RALEIGH STANDARD DETAIL W-3. CITY OF RALEIGH CITY OF RALEIGH V• -a CITY OF RALEIGHLEil
WAKE FOREST, WENDELL t- ZE13ULON DEPARTMENT OF PUBLIC UTILITIES G. THRUST COLLAR MUST BE FACTORY DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES - 4 :D'�.° q• , DEPARTMENT OF PUBLIC UTILITIES
WELDED ON BOTH SIDES ALONG BOTH v '
STANDARD FIRE HYDRANT WITH 5" HYDRANT OPERATING NUT AND 2 EDGES OF COLLAR AROUND THRUST BLOCKING DESIGN DATA STANDARD THRUST BLOCK INSTALLATION FOR 1 G" AND -_ 'a� .a' ' 4 HOMES
CIRCUMFERENCE. FOR WATER MAINS LARGER VALVES AND DEAD END MAINS STANDARD THRUST BLOCKING VIEWS q ° ': O
BTORZ PUMPER NOZZLE I /2 OUTLET THREADS = oa LOC AT�ION OF SITE
DWG. REVISIONS DATE REVISIONS DATE DWG. NO. REVISIONS DATE REVISIONS DATE DWG. NO. REVISIONS DATE REVISIONS DATE DWG. NO. REVISIONS DATE REVISIONS DATE , '. a .N • DWG. NO. REVISIONS DATE REVISIONS DATE
NNO. MAB 1 6-30-16 W_6 RRH 13-31-001 DHL 2-18-08 W-7RRH 1-21-00 1 J.P.5. I I -1- 10 W_8 14-12-9U 2-90 D.W.C. 9-7-99 W-9 D.W.C. 3-1-87 R
RH 3-31-0 0 OLD BUNN RD
A.B.B 14-13-041 J.P.S 11 1-1-10 1 D.H.L. I 6 -18 -OS 1 16-9z I RRH 3-31-00 9-7-99 1 D.H.L. 6-18-0 ZEBULON, NC 27597
REF\ r10KIZU REACTION BEARING AREAS FOR HORIZONTAL WATER PIPE BENDS o WAKE COUNTY, NORTH CAROLINA
BASED ON TEST PRESSURE OF 200 P.5. I. BASED ON TEST PRESSURE OF 200 P.S.I. Q o
i -j O GATE / TAPPING VALVE
ALL AREA5 GIVEN IN SQUARE FEET. ALL AREA5 GIVEN IN SQUARE FEET.
J Z
W
W
-0
° �O A.s�p
-0y,o�� O� o� O4p
�O J� O ti0 v O v 2�v ? p��
�crO 0
�� J v v O O^ O do O N D D•�.>
�� 2p 00 00 0 00 �00 00 00 P 00 O� �p p0 00
0) �O
G" 24"
1 1 1/4' 1,108 1 1 1 I 1 2 1 11 1/40 17,734 5 9 1 1 3 3 5 18 2
22 1/2° 2,207 1 2 2 1 1 1 3 1 22 1/2° 35,305 9 18 22 5 5 9 36 4 Al n)12 W (S)
45° 4,328 2 3 3 1 1 2 5 1 45° 69,252 18 35 42 9 9 18 70 7 4� a O> N Z
Lu
90° 7,996 2 4 5 1 1 2 8 I 90° 127,93C 32 64 77 1 6 IG 32 125 16 N J,
LLJ
PLUG 5,655 2 3 4 1 1 2 6 I PLUG 90,478 23 46 55 12 12 1 23 91 1 10
8" 3 011
11 1/4° 1,970 1 1 2 1 1 1 2 1 11 1/40 27,709 7 14 17 4 4 7 2 3 FpLli
22 1/2° 3,922 1 2 3 1 1 1 4 1 22 1/2° 1 55, 163 14 28 34 7 7 14 56 6 ¢ ¢
�O
45° 7,694 2 4 1 5 1 1 2 8 1 45° 105,20C 28 55 65 14 14 28 109 1 1 p 0
90° 14,215 4 8 9 2 1 2 4 1 15 2 1 90° 1 99,90C 50 100 120 25 25 1 50 200 20 u- w
PLUG 10,053 3 5 6 2 2 3 10 1 PLUG 141,37 36 71 85 18 18 36 142 15 0
1 211 36" F Z z m
wLu
Lu
1 1 1/40 4,433 2 3 3 1 1 2 5 1 1 1 1/40 39,901 10 20 11124 5 5 10 40 4 CID N
22 112' 8,826 1 3 5 1 6 2 2 3 9 1 22 1 /2° 79,439 20 40 48 1 10 10 20 30 8 a41
z- U
J -
Z �
45° 17,3121 5 9 1 1 3 3 5 18 2 45° 155,81( 39 78 94 1 20 20 1 39 15G 1 6 "4, Q = 0 0
90° 31,983 8 1 6 19 4 4 8 32 4 90° 287,85 72 144 72 36 36 72 288 29 w w U
�z0
PLUG 22,61 9 6 12 14 3 3 6 23 3 PLUG 203,57E 51 1 102 122 26 26 51 204 21 ow=
1611 48" ¢ate
C)
NO. Of RODS
BRANCH 51ZE
4"
2
6"
2
8"
4
12"
4
1 6"
6
24"
6
30"
8
36"
O
O , . , z
Lu nO522m
51DE VIEW
iu
22 I/2° 15,691 4 8 10 2 2 4 16 2
22 I/2° 1 41 ,2 1 8 36 71 85 1 8 1 8 36 142 15
N
(n 'a ", •6 c9
0
1. STEEL RODS AND BOLTS SHALL BE 3/4" HOT DIPPED GALVANIZED.
2
a• - N m v Ln
2. SEE STANDARD THRUST BLOCK. TABLES W-10 AND W- I I FOR CONCRETE.
45° 30,779 8 16 19 4 4 8 3 4
45° 277,007 70 139 166 35 35 70 277 28
0
3. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL FITTINGS.
O
90° 56,86 1 15 29 35 8 8 15 57 6
90° 51 1,742, 125 256 320 64 64 128 5 1 2 52
z
U) -- Q
NOTES:
N
4. THIS RODDING REQUIREMENT DOES NOT APPLY TO FIRE HYDRANTS.
0
z
1. CONCRETE SHALL NOT CONTACT
Z)
PLUG 40,213 10 2 25 5 5 10 41 5
PLUG 361 ,91 I 91 181 2 1 7 46 46 91 362 37
SHEET NUMBER:
O
-/P,
g Q p
z
O
3-
BOLTS OR ENDS OF MECHANICAL JOINT
REACTION BEARING AREAS ARE IN SQUARE CITY OF RALEIGH
FEET MEASURED IN A VERTICAL PLANE IN THE
REACTION BEARING AREA5 ARE IN SQUARE FEET MEASURED IN CITY OF RALEIGH
A VERTICAL PLANE IN THE TRENCH SIDE AT AN ANGLE OF 90°
2:
D U z Z z
= u Ow g CITY OF RALEIGH
F- :5 -� OC C7
FITTINGS.
2. SEE STANDARD REACTION BLOCK CITY OF RALEIGH
TABLES, W- I 0 AND W- I I FOR AREA OF DEPARTMENT OF PUBLIC UTILITIES
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
D
TRENCH SIDE AT AN ANGLE OF 90° TO THE DEPARTMENT OF PUBLIC UTILITIES
rorHErHRusrvecroR. DEPARTMENT OF PUBLIC UTILITIES
a -/O DEPARTMENT OF PUBLIC UTILITIES
CONCRETE REQUIRED.
o
o
THRUST VECTOR. THRU5T BLOCKING DE51GN
THRUST BLOCKING
P .
�•.;°'..0
4" - 24" STANDARD TAPPING SLEEVE AND
VALVE RESTRAINT AT TEES AND CROSSES
N
n
N
STANDARD VERTICAL BEND
Af
QUANTITY TABLE
N
VALVE ASSEMBLY
FOR LINES (4"-24")
vr
m�o
0
z
HYDRAANTSS FOR ADDITIONAL DWG. NO. REVISIONS DATE 1 REVISIONS I DATE
m
DWG. NO. PEV1510N5 DATE 1 REVISIONS DATE
DWG. NO. REVISIONS DATE 1 REVISIONS DATE
Vi
DWG. NO.I REVISIONS I DATE I REVISIONS DATE
SAFETY FACTOR.W I O W.C. 6-23-99
N/_ 11 D.W.C. 6-23-99
W- 12 ABB 4-6-04 J.P.5. 1 1- 1- 10
N/_ 14 Y.C.A. 1 2-3 1 -9 RRH 3-3 1 -00
N/_ 15 RRH13-31-001 D.H.L. 6- 1 6-08
O
f).H.1 t;- I R -n,,)
n \A/ r- 9-7-99 I P S 11 1- in
N
A R R 4- 19-04 1 J.F.5. !�
N
L0
T)
N
o 000000
4•. �•' 0 0 o GATE VALVE � D
o o ENGINEERING i`T\ C, IPILILC
d O o NCBELS P-1132
o o TEE 3/4" ALL -THREAD STEEL 4130 PARKLAKE AVENUE, SUITE 130
ROD (CUT TO LENGTH)
RALEIGH, NC 27612
m v. P D
Phone: [phone]
z Q :4 , O O
o Fax: [phone]
TOP VIEW [e-mail]
¢ •v
N
o=z � ••Q 4
0 � F 3000 P51 SOLID CONCRETE SHALL BE O °O
OLL- < a ¢ I' -O" MGLANDSE(M11N TH )
C) O USED AS FOOTING FOR DUCTILE IRON
�
¢ u PIPE.
Q C) z z VALVE MAY BE BOLTED
Q LU `z O VALVE SEE W-1 0 AND W- I I DIRECTLY TO TEE.
FOR REACTION
L,
= o FLANGE BLOCKING CONCRETE
�t 3-
m O M.J. FITTING AREA.
mr-pJQ �.v.
JUzm:Z
=J¢�}1 W : 4
Z (� W m .. .• EXI5 ING
d
�OuO� ° 4' 0 0
0 0 �' -0- .Q• .� MAI
ED z Li az
QW - •d. v. -0".P D.
H t)O��U
0
Lu 2: -wD
zQW��
a --z e <r� U T- T- z TAPPING SLEEVE
ROD REQUIREMENTS
NO. Of RODS
BRANCH 51ZE
4"
2
6"
2
8"
4
12"
4
1 6"
6
24"
6
30"
8
36"
8
SHEET TITLE:
WATEIR
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057SDO - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:56 PM LAST SAVED BY: SKEIDEL
I I/4° 7,881 2 4 5 2 8 I
I I/4° 70,935 18 36 43 9 9 18 71 8
., jj
,- 0 p. '' r- O w z
NOTES:
O , . , z
Lu nO522m
51DE VIEW
�������
22 I/2° 15,691 4 8 10 2 2 4 16 2
22 I/2° 1 41 ,2 1 8 36 71 85 1 8 1 8 36 142 15
(n 'a ", •6 c9
1. STEEL RODS AND BOLTS SHALL BE 3/4" HOT DIPPED GALVANIZED.
a• - N m v Ln
2. SEE STANDARD THRUST BLOCK. TABLES W-10 AND W- I I FOR CONCRETE.
45° 30,779 8 16 19 4 4 8 3 4
45° 277,007 70 139 166 35 35 70 277 28
w n Lu
3. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL FITTINGS.
90° 56,86 1 15 29 35 8 8 15 57 6
90° 51 1,742, 125 256 320 64 64 128 5 1 2 52
U) -- Q
NOTES:
4. THIS RODDING REQUIREMENT DOES NOT APPLY TO FIRE HYDRANTS.
oC - U a c . '
1. CONCRETE SHALL NOT CONTACT
PLUG 40,213 10 2 25 5 5 10 41 5
PLUG 361 ,91 I 91 181 2 1 7 46 46 91 362 37
SHEET NUMBER:
-/P,
g Q p
z
O
BOLTS OR ENDS OF MECHANICAL JOINT
REACTION BEARING AREAS ARE IN SQUARE CITY OF RALEIGH
FEET MEASURED IN A VERTICAL PLANE IN THE
REACTION BEARING AREA5 ARE IN SQUARE FEET MEASURED IN CITY OF RALEIGH
A VERTICAL PLANE IN THE TRENCH SIDE AT AN ANGLE OF 90°
D U z Z z
= u Ow g CITY OF RALEIGH
F- :5 -� OC C7
FITTINGS.
2. SEE STANDARD REACTION BLOCK CITY OF RALEIGH
TABLES, W- I 0 AND W- I I FOR AREA OF DEPARTMENT OF PUBLIC UTILITIES
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
D
TRENCH SIDE AT AN ANGLE OF 90° TO THE DEPARTMENT OF PUBLIC UTILITIES
rorHErHRusrvecroR. DEPARTMENT OF PUBLIC UTILITIES
a -/O DEPARTMENT OF PUBLIC UTILITIES
CONCRETE REQUIRED.
o
o
THRUST VECTOR. THRU5T BLOCKING DE51GN
THRUST BLOCKING
P .
�•.;°'..0
4" - 24" STANDARD TAPPING SLEEVE AND
VALVE RESTRAINT AT TEES AND CROSSES
U5E 6"-90° BEND VALUE FOR HYDRANT5 FOR
STANDARD VERTICAL BEND
Af
QUANTITY TABLE
ADDITIONAL5APETYPACTOR. DESIGN QUANTITY TABLE
VALVE ASSEMBLY
FOR LINES (4"-24")
USE - BEND VALUE FOR
HYDRAANTSS FOR ADDITIONAL DWG. NO. REVISIONS DATE 1 REVISIONS I DATE
DWG. NO.1 PEV1510N5 I DATE 1 REVISIONS DATE
DWG. NO. PEV1510N5 DATE 1 REVISIONS DATE
DWG. NO. REVISIONS DATE 1 REVISIONS DATE
DWG. NO.I REVISIONS I DATE I REVISIONS DATE
SAFETY FACTOR.W I O W.C. 6-23-99
N/_ 11 D.W.C. 6-23-99
W- 12 ABB 4-6-04 J.P.5. 1 1- 1- 10
N/_ 14 Y.C.A. 1 2-3 1 -9 RRH 3-3 1 -00
N/_ 15 RRH13-31-001 D.H.L. 6- 1 6-08
f).H.1 t;- I R -n,,)
n \A/ r- 9-7-99 I P S 11 1- in
A R R 4- 19-04 1 J.F.5. !�
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057SDO - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:56 PM LAST SAVED BY: SKEIDEL

APPROVED METHOD FOR FXTEN51ON OF VALVE BOX NOTE: 2'x 2'x G" CONCRETE PAD REQUIRED ON ALL
5 1/2"-5 5/8"
VALVES. NO PRECAST CONCRETE DOUGHNUT
ALLOWED.
�v. d.�
p
d
SEE STANDARD W- 18 D9,
° 2'
FOR COVER DETAILS.
.Q .Q C -1, v.
STANDARD VALVE
BOX TOP SECTION TO 2 DOMESTIC
BE SLIDE SECTION
CASTING
FINAL PAVEMENT
COURSE
VALVE BOX
COVER n .•. .. s.
CONCRETE
PAD
VALVE
BOX
/USE 5" SOIL PIPE
FOR EXTENSIONS
TAMPED ;
BACKFILL
WATER VALVE
z o 0
MAIN
STAB -IN C.I. OR D.I.
PIPE GASKET TAMPED��: ,'-
BACKFI LL
NOTES:
1) VALVE BOX NOT TO CONTACT WATER MAIN
2) ALL TRAFFIC CASTINGS MUST BE CLA55 35 OR
GREATER.
3) FOR ANY VALVES OVER I G DEEP, A VALVE STEM
EXTENSION MUST BE USED TO BRING TO A DEPTH OF
NO MORE THAN 5', EXTENSION MUST BE A MINIMUM
OF I" SOLID STOCK.
STANDARD VALVE BOX 4) TOTAL VALVE BOX WEIGHT: MINIMUM OF 85 LBS.
BOTTOM SECTION
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
6„8.8 VALVE BOX INSTALLATION
AND EXTEN51ON DETAIL
5/8"-b 1/2” DWG. NO. REVISIONS I DATE I REVISIONS DATE
10 114"-11 W- 17 D.W.C. 1 9-7-99 1 A.B.B. 4-15-04
RRH 13-31-001 DHL 8-1 G-07
Qz n
O U
Lu
IL
TJX
w = X
z
wQm
Jw�
a W
> m W
L V :E
ILw0
0,m
O
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
ONE OR TWO FAMILY DWELLINGS BACKFLOW
PREVENTION/ METER A55EM13LY INSTALLATION
)WG. NO. REVISIONS DATE I REVISIONS DATE
W-24 Y.C.A. 12-31-9 11 D.H.L. I G/18/0
A.B.B. 4-7-04 1 J.P.S. 111/4/IC
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057SD0 -PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:56 PM LAST SAVED BY: SKEIDEL
1 6 1811
PLAN VIEW
CAST DATE
BOTTOM VIEW
NOTE I - "WATER" LETTERING MUST BE I " RAISED (RECESSED FLUSH)
SECTION VIEW NOTE 2 - VALVE COVER SHALL BE DOMESTICALLY CAST.
NOTE 3 - COVER MUST HAVE A MINIMUM WEIGHT OF 25 POUNDS.
NOTE 4 - COVER MUST BE CLASS 35 OR GREATER.
NOTE 5 - COVER MUST MEET OR EXCEED AASHTO H-20 LOAD
REQUIREMENTS.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
5 1/4" VALVE BOX DROP LID
WITH 4" SKIRT
DWG. NO. REVISIONS I DATE IREV15ION5 I DATE
W-18
AMR
z
Op
W
0
1--
J
IE
:::At
V
> �}
a
Q
, U Q
O
PICK UP SEAL A
�wZco
pILp
Lu
H
0mv>
O
1/2'
0
U U
d'a.
Q=Oa�
NQ
SECTION C -C
mcnmaJ
O
u
J
O a J
-- <
o
>
m m In U 1- W In
aw �W QFW Z
0<
W
o
Q
m�
lu pw Z p
o �O�
Z
In
'0. . •:C' ..Q .ns a .�.
a
a 3. BOXE5 AND LIDS MUST BE
z0
O
F Z U = a W 0 w O = Q 0
+
ZMANUFACTURED FROM SAME
= Q >
JU
F
O
Q �
z
wcy
�<
J
Ocizw
p
61 a
w
=U
aLu
O
U K
Ld � L,
H
}
I .8"CPRE-DRILLED HOLE 7/8'
�Oo
a
T)
z�,�
. .'
LL -
6' 1/4'
D
IL F 0
Q
p
A T T
m uj
m
WA ER O
oo �
Lij
�
In
1.75' 0+ co
METER
I L
W
O
OZ
19 1/4'
a
OW
SECTION B -B
Lu
Z
0
U
F
>
Q
D
IL
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
ONE OR TWO FAMILY DWELLINGS BACKFLOW
PREVENTION/ METER A55EM13LY INSTALLATION
)WG. NO. REVISIONS DATE I REVISIONS DATE
W-24 Y.C.A. 12-31-9 11 D.H.L. I G/18/0
A.B.B. 4-7-04 1 J.P.S. 111/4/IC
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057SD0 -PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:56 PM LAST SAVED BY: SKEIDEL
1 6 1811
PLAN VIEW
CAST DATE
BOTTOM VIEW
NOTE I - "WATER" LETTERING MUST BE I " RAISED (RECESSED FLUSH)
SECTION VIEW NOTE 2 - VALVE COVER SHALL BE DOMESTICALLY CAST.
NOTE 3 - COVER MUST HAVE A MINIMUM WEIGHT OF 25 POUNDS.
NOTE 4 - COVER MUST BE CLASS 35 OR GREATER.
NOTE 5 - COVER MUST MEET OR EXCEED AASHTO H-20 LOAD
REQUIREMENTS.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
5 1/4" VALVE BOX DROP LID
WITH 4" SKIRT
DWG. NO. REVISIONS I DATE IREV15ION5 I DATE
W-18
m/
CLQ
K
w
Q
0
0
s
,C) to
z
F- J
Z cz
w
u
z0
w 11
0-
z
o=
z�
AMR
>-
10 m
W
WATER METER
1--
a.
IE
:::At
V
w
z J
m
0
T Fil
424CITY
Lu C) z
O
PICK UP SEAL A
_
zpUO=�acz
H
Qm O 0
— > a W LLJ
= n
O
1/2'
= =
m u0cz p
U U
d'a.
=0 �O N zxCIZ =Z
m
I-- C)O�>-w1 w0
NQ
SECTION C -C
0 Q p� m J W
O
NOTES:
J
O a J
-- <
o
1. COVER WEIGHT: 13 LB5 +/- 5%
m m In U 1- W In
aw �W QFW Z
0<
W
2. LIDS TO BE COATED WITH
0 U � p� 11
W L6 W tL/ t1� H U5
m�
lu pw Z p
o �O�
m BITUMINOUS COAL TAR COATING
a1i>Q�t9�r���W
'0. . •:C' ..Q .ns a .�.
a
a 3. BOXE5 AND LIDS MUST BE
z0
O
F Z U = a W 0 w O = Q 0
+
ZMANUFACTURED FROM SAME
0 a Q Q~ w U --w ZZ
_
.. DOMESTIC FOUNDRY.
U-1
Z-> 2 N? H m N m 7 Q
p
wcy
�<
C
` •.
61 a
w
p
O
O
U K
Ld � L,
�(� N
tea;,j~
I .8"CPRE-DRILLED HOLE 7/8'
a
T)
z�,�
. .'
U-1 cz
6' 1/4'
D
IL F 0
Q
p
A T T
m uj
m
WA ER O
oo �
Lij
�
In
1.75' 0+ co
METER
I L
W
O
W
(I_
19 1/4'
a
w
z�m�
n�>�
SECTION B -B
Z_
W
F
CITY OF RALEIGH
0
DEPARTMENT F PUBLIC UTILITIES
IL
17 5/8'
TYP, WATER METER BOX DETAIL
(
SECTION A -A DWG, NO. REVISIONS DATE PEV1510N5 DATE
W-25 ABB I-20-05
N
R.K.V. 8-20-13 J.P.5 I I-44
>
m
LL
m/
CLQ
K
w
Q
0
0
s
,C) to
z
F- J
Z cz
w
u
z0
w 11
0-
z
o=
z�
Q
>-
10 m
W
LLJ
70
1--
a.
< =
w
z J
p Q
Lu C) z
O
O
_
zpUO=�acz
LJ
Qm O 0
— > a W LLJ
= n
O
�N0
l)')
= =
m u0cz p
U U
d'a.
=0 �O N zxCIZ =Z
m
I-- C)O�>-w1 w0
NQ
• ,
V J -0 a
8
0 Q p� m J W
O
;v
J
O a J
-- <
o
eL^on 'a
'•Dpego;q
m m In U 1- W In
aw �W QFW Z
0<
W
j
0 U � p� 11
W L6 W tL/ t1� H U5
m�
lu pw Z p
o �O�
o�o•
a1i>Q�t9�r���W
'0. . •:C' ..Q .ns a .�.
a
�.� a • •: d' ... oo. $ae•
z0
O
F Z U = a W 0 w O = Q 0
+
Oqz
liz OUOi
0 a Q Q~ w U --w ZZ
_
D
U-1
Z-> 2 N? H m N m 7 Q
m/
CLQ
K
w
Q
0
0
s
,C) to
z
F- J
Z cz
w
u
z0
w 11
0-
z
o=
z�
Q
U
z_
W
_
w c0�
a.
p
Z
w
w
W
O
W W
U-1c
O
O
_
zpUO=�acz
LJ
O �\
O
�N0
l)')
O w
U
U U
Z xx
m
NQ
Li
1=1mcn
G
O
�
O
>I
J
z z
W
j
Oz
m�
lu pw Z p
o �O�
w
p w
O
W
2w�
JZW
0 H>-
+
Oqz
liz OUOi
z
M
D
w
p
p
C
` •.
G-
_ 0
p
O
O
z
W U-1 U -1U-1 W ���(()
�(� N
tea;,j~
a
T)
z�,�
. .'
U-1 cz
_
0--
D
IL F 0
Q
p
m 0 a
m uj
m
2
O
Lij
�
D -/Oa
Z
W
O
W
(I_
U
a
w
z�m�
n�>�
Z_
W
F
.ts
0
N
NC)
IL
>
(
0z
m
z
N
>
m
LL
N
Q
C
W
O
UO
J
a
Ncc
J
a
m/
CLQ
K
w
Q
0
0
s
,C) to
z
F- J
Z cz
w
u
z0
w 11
0-
z
o=
z�
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
STANDARD WATER AIR
RELEASE VALVE
WG. NO. REVISIONS DATE I REVISIONS DATE
W-1 9 ABB 10-4-04 2-3 1-9 I
J.P.S. 1 1-1-10 RRH
�o
2 az
W-41
W
C9
z
N
W
w
z
w
Z
J
w
C)
ILI
un
O
O
W
c�
Z_
Ln
W
0z
w
>
O
w
z
J
W
0
w
N
O
0
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
CONCRETE CRADLE PROTECTION FOR
WATER LINE CROSSINGS
Q
mQw
0C)O
O F U
N nw
J
TWO
\n Z
wC)�
C) D
= c�
F �
U-1 p
U W
Z p
- a
p
z F -
[D N
LP OR
PHASE LINE
Q
U
z_
�w
_
w c0�
cp
p
U W
w
w
W
O
W W
U-1c
O
J
_
zpUO=�acz
LJ
O �\
O
�N0
l)')
O w
U
U U
Z xx
���Fw0�p0
m O
NQ
Li
1=1mcn
Q
O
wZU
w
O
>I
J
z z
W
j
Oz
m�
lu pw Z p
o �O�
w
p w
O ,
m a
W
2w�
JZW
0 H>-
Oqz
liz OUOi
p
UU0
coia
O<
U'
m000
p
C
w
a
>
p
O
z
W U-1 U -1U-1 W ���(()
�(� N
tea;,j~
a
T)
z�,�
U-1 cz
D
IL F 0
Q
p
m 0 a
m uj
m
O ���
Lij
�
D -/Oa
Z
W
O
W
(I_
U
0
Z
w
z�m�
n�>�
W
F
0
H
N
>
(
0z
m
z
N
>
m
W
O
UO
J
a
J
a
0
U
0
z
-
O
>
m
<0
w0
O�
wc0
JU)�
z
a
L�-0-
FO
Q
>
(n
m
W=W
U
w
OO
a=)
a W
U F
K
�
0
p22uj
C�
0-
F
N
N
a
N
N
Ci
u
U'
w N
—Np+Tj
nj
n
m———
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
STANDARD WATER AIR
RELEASE VALVE
WG. NO. REVISIONS DATE I REVISIONS DATE
W-1 9 ABB 10-4-04 2-3 1-9 I
J.P.S. 1 1-1-10 RRH
�o
2 az
W-41
W
C9
z
N
W
w
z
w
Z
J
w
C)
ILI
un
O
O
W
c�
Z_
Ln
W
0z
w
>
O
w
z
J
W
0
w
N
O
0
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
CONCRETE CRADLE PROTECTION FOR
WATER LINE CROSSINGS
Q
mQw
0C)O
O F U
N nw
J
TWO
\n Z
wC)�
C) D
= c�
F �
U-1 p
U W
Z p
- a
p
z F -
[D N
LP OR
PHASE LINE
w
Li
N
z
O
P(j)
< �0z
0r~ az
Z O U _Z
L Q�
UQO =T -z
OW W W
mpCg0
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
TEMPORARY WATER MAIN
BLOW OFF A55EMBLY
WG. NO. REVISIONS DATE REVISIONS
W-21 D.W.C. 12-28-99 A.B.B.
RRH 1- DHL
DATE
-1 2-04
- I G-07
`o x
NO
�
J Lu
Qw
w �)
p �
Lu
W
U') W
p U
�w m
0 W
uDzw
0 > Z
Nw O
U) U
z
tu a0
�p X
m m
N �O
Q
U
z_
�w
_
w c0�
cp
p
U W
w
w
W
O
W W
U-1c
O
J
_
zpUO=�acz
LJ
O �\
O
�N0
l)')
O w
U
U U
Z xx
���Fw0�p0
m O
NQ
Li
1=1mcn
Q
O
wZU
w
O
>I
J
z z
O m
C)
j
Oz
m�
lu pw Z p
o �O�
w
p w
O ,
m a
�a -<
�Q'<o0z�00
0aWp0F
2w�
JZW
0 H>-
Oqz
liz OUOi
UU0
coia
O<
U'
m000
z�
00=0
w
a
>
z
W U-1 U -1U-1 W ���(()
�(� N
tea;,j~
lli �
T)
z�,�
U-1 cz
w
Li
N
z
O
P(j)
< �0z
0r~ az
Z O U _Z
L Q�
UQO =T -z
OW W W
mpCg0
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
TEMPORARY WATER MAIN
BLOW OFF A55EMBLY
WG. NO. REVISIONS DATE REVISIONS
W-21 D.W.C. 12-28-99 A.B.B.
RRH 1- DHL
DATE
-1 2-04
- I G-07
`o x
NO
�
J Lu
Qw
w �)
p �
Lu
W
U') W
p U
�w m
0 W
uDzw
0 > Z
Nw O
U) U
z
tu a0
�p X
m m
N �O
Q
V
�w
a
w c0�
cp
p p
U W
Or
W
O
v�0 QnN
N=
J
=Oz Li Q-
LL
zpUO=�acz
LJ
O �\
O
�N0
l)')
I <Q
r�m�
w
Li
N
z
O
P(j)
< �0z
0r~ az
Z O U _Z
L Q�
UQO =T -z
OW W W
mpCg0
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
TEMPORARY WATER MAIN
BLOW OFF A55EMBLY
WG. NO. REVISIONS DATE REVISIONS
W-21 D.W.C. 12-28-99 A.B.B.
RRH 1- DHL
DATE
-1 2-04
- I G-07
`o x
NO
�
J Lu
Qw
w �)
p �
Lu
W
U') W
p U
�w m
0 W
uDzw
0 > Z
Nw O
U) U
z
tu a0
�p X
m m
N �O
Q
p
COMMENT
a
Lu
cp
p p
OJ
_
W
O
J
p
J
a
zpUO=�acz
LJ
_CIZ
x
1=
�W
�N0
l)')
z
J
U U
n =
���Fw0�p0
m O
m�
Li
1=1mcn
O
U
0
Li
>
O
>I
J
0o
Lj w
Lu c)
j
Oz
m�
lu pw Z p
o �O�
Z —
w
Li
N
z
O
P(j)
< �0z
0r~ az
Z O U _Z
L Q�
UQO =T -z
OW W W
mpCg0
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
TEMPORARY WATER MAIN
BLOW OFF A55EMBLY
WG. NO. REVISIONS DATE REVISIONS
W-21 D.W.C. 12-28-99 A.B.B.
RRH 1- DHL
DATE
-1 2-04
- I G-07
`o x
NO
�
J Lu
Qw
w �)
p �
Lu
W
U') W
p U
�w m
0 W
uDzw
0 > Z
Nw O
U) U
z
tu a0
�p X
m m
N �O
a >mm
>
F
m
COMMENT
W }
(Lw
F
�Uo
W/
w BJO
ED
U
�z��uw= n
w aN1-
m
c9
01
p
ju
zpUO=�acz
�wm2i
_CIZ
x
1=
�W
w
O
U tu
uU)
�w-�
U U
���Fw0�p0
m O
a- W
O
��
Ln U)uj
a
?
Z J m
-"dc)
u000
Q O W p XX Q
jmzw
��a
0
Lj w
Lu c)
w O
m�
lu pw Z p
o �O�
O
U
�a -<
�Q'<o0z�00
0aWp0F
2w�
JZW
0 H>-
Oqz
liz OUOi
UU0
coia
Iu
U a m w 0
m000
z�
00=0
w
a
>
z
W U-1 U -1U-1 W ���(()
�(� N
tea;,j~
z0U
:z
u go
T)
z�,�
U-1 cz
D
IL F 0
m 0 a
m uj
m
O ���
z
p
D -/Oa
Z
W
O
m 20N
E LL-10OZ
U
0
�zZ
~gyp
w
z�m�
n�>�
a >mm
>
F
m
COMMENT
Z
U
F
�Uo
U
z
U
�z��uw= n
w aN1-
m
c9
Ul
zpU
zpUO=�acz
�wm2i
m
p
m
U U
���Fw0�p0
m O
a- W
O
o
Q O W p XX Q
jmzw
��a
0
a O
n
O
U
�a -<
�Q'<o0z�00
0aWp0F
I-
U)�
J
Iu
U a m w 0
�\
ALJ
a
>
z
W U-1 U -1U-1 W ���(()
U-1 cz
z-Ncmw4Ln'U
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
STANDARD 3/4" * I " WATER SERVICE
I N5TALLATI ON
WG. NO. REVISIONS DATE REVISIONS DATE
W-23 ABB 4-G-04
D.H.L. G/16/06
U z p o
~ �p W< ox 8
U W III W F J F
men �zaF¢
F
= H a C) a 3w
u® O< (f)0
-1 za
a
��i aIT]¢ w�
® i z a v
Do En m<2 B Z go
> Z zs
[� ui z'Zi 'LL
�j �(~=2KU' z
//_ J Z LL Z -i
m
lL-0 �F' I.
¢00 W QQa gNz
Wow mtoz UKP w w
U 0-
U) p 8 w w
� Wa aa= 1m
X11 b a a>, W a ooh
� WQ ww aw
b z==J m Q,N
USE za(D 1u))= two
=om==m&
z P, O=~
!""1 �I fn d LL J (n o
24
= w
W W o
N
w iw
f] rsi O O o
Q � zm
} W W
W W z Q z 2 z
QwO>'>0= o
cn U) � U)
�� Z)zmzzz
♦****♦
�rn
REVISIONS
S
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: UK
CAD I. D.: SDO
PROJECT:
AUTUMN
LAKES
PHASE III
F' OR
LEil
HOMES
LOCATION Old SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
TD -1 0 TI -IT 1, IF TDI
JQ
ENGINEERING NO
9
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
WATEIR
DETAILS
SHEET NUMBER:

H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057SDO - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:56 PM LAST SAVED BY: SKEIDEL
NOTES:
g
U z o
IN SUITE OF CH CCASESEREPAIRNS, SOME ANY DAMAGE TO TO CROWN, TRUCKES ORCUR. ROOT SYSTEM IMMEDIATELY.
~
`� F CD O X
U I -
- REPAIR ROOTS BY CUTTING OFF THE DAMAGED AREAS AND PAINT THEM WITH TREE PAINT.
SPREAD PEAT MOSS OR MOIST TOPSOIL OVER EXPOSED ROOTS.
iI
I.- Q W -,
W 0 Z LL =
a
- 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.0�1
�J
Q
4
- CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE COLLAR AT THE TRUNK OR MAIN BRANCH.
A
x 2 H Q O Q
L) Q ~ N
3 w
USE THREE SEPARATE CUTS AS SHOWN IN DETAIL 45 TO AVOID PEELING BARK FROM HEALTHY
AREAS OF TREE.
Hr
4 i
DEWATERING
CONCRETE BLOCK
a
Hz =
o
CONCRETE BLOCK CATCH BASIN
C� ® >Z Q p
w
NOTES:
EDIMENT STORAGE ZONE
�(
eag] p Z
U, z z > z OF
g
= LL
l yl
1. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1ST BAY,o
,n
"moo a p
- y - o �' g
°
\ -
= SEDIMENT STORAGE ZONE
GALVANIZED HARDWARE CLOTH
O w w J = C7
I- C7
F F W =
o M
m
_
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.y
3. PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH). PROVIDE
5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES.
__ ___
CONSTRUCTION SPECIFICATIONS
Q�
V b
o Q
S b) -
GS
O
-"
- /
_ TOTAL BASIN CAPACITY)
(
mow
w
FLOOD STORAGE ZONE 1/2" x 1/2" GRID
r
\
\\
t.o'
,�- Fb Q O O W J Q o n
W 4 w m u) Z U K
Cj W "-
U o"z
INLE Z
- - - - - - - - - - - 4. BAFFLE SHALL BE 700 G M2 COIR EROSION BLANKET.
ZO E 5. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS
6. INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL
o 0
w p -�
�\ FUTURE STORM DRAIN PIPE
1 s' FLow t FLOW CULVERT PIPE
its
rl��
-
F- W a W
U Q LU
m z
m c w
z w
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED
p
b0q�
0 0 �
/ No. 5 WASHED STONE FILTER
/1 0 1/ SILT FENCE BAFFLES (TVP.)
ts'
CONCRETE FOOTING PAD
r�.,y
^
LL Q
�] F-+ Q d 0_
o
AT LEAST 2 INCHES BELOW THE CREST OF THE STORM
DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT
O V
oa c®p
8
_� O o
CULVERT PIPE /
��
�� GALVANIZED HARDWARE
CLOTH W/ 1/2" GRID
No. 5 WASHED STONE FILTER LAID AGAINST
CLEAN OUT POINT HARDWARE CLOTH (1:1 MAXIMUM SLOPE)
(1/2 DEPTH SEDIMENT STORAGE ZONE)
�-+ 5 LI) Q 0_ W D_ LU a w
F z = J W DO ^
U E z a
f4i �4i
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS.
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
C�j�„meq, p o.�
PERSPECTIVE VIEW
SECTION VIEW
w w > > w O
DO F o
R°+ F a
o
& a
ROWS BY PLACING 2x4 WOOD STUDS THROUGH
-�
D
Cei Z) J = _
PLAN VIEW CROSS SECTION
BLOCK OPENINGS.
F
® W O x- w O W J
b R," p� a o cn z
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
2:1 SLOPE, GRAVEL FILTER
USE OF CATCH BASIN RISER/FILTER
ON FILL SITES
W
" A,
mw
SUPPORT ROPE SUPPORT POST
WIRE MESH WITH 1/2 INCH OPENINGS OVER ALL
LU
W
O
INCORRECT C 0 R R E C TTO
WIRE TO 24" INTRO BOTTOM STAKE TO
OR SIDE
BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.
A. 1. INSTALL CATCH BASIN RISER/nLTER. B. 3. GUT TREES, CLEAR & GRUB
2. PROVIDE SEDIMENT STORAGE ZONE. 0. BEGIN FIRST FILL SECTION.
C. 5. RAISE BASIN AS NEEDED, PLUGGING OLD SIDEWAYS
BLOCKS W/ MORTAR AND REBUILDING RISER FILTER AT
(f)
Y Of
BARRIER SHOULD BE INSTALLED AT THE DRIP LINE OF TREE BRANCHES
PREVENT SAGGING SUPPORT WIRE
/
3. USE CLEAN GRAVEL, 3/4 TO 1/2 INCH IN
DIAMETER, PLACED 2 INCHES BELOW THE TOP
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND
WIRE SCREEN
TEMPORARY SEDIMENT
_ _ _ ' ---- _ DESIRED FINAL GRAD - FLOW
TOP OF SUBSEQUENT FILLS.
6. CONTINUE MILLING.
2ND RISER/FILTE
IST FILL
rr Cj W
CJ] W O
0
W z Z LL' Z
W w Q
z
O'er
zm
a
=
ORANGE, UV -RESISTANT,
5'-0" O.C. MAX. HIGH -TENSILE STRENGTH,
a 3 POLY BARRICADE FABRIC
} }
FENCE AND FABRIC
SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED
POOL DEWATERING
ExISTING
EMBANKMENT
z g Y l Z
w C7
LL
w
z
Tree Protection Area g
BURIED IN TRENCH
STEEL
_ - - - _ -
.
SEGM
/ STORAGE
gerc!:�e
zoN
EAS TO BE
2ND
2ND FILL
� H z z O O =
�1
o
zw
Do Not Enter _ O
COIR MESH OR SIMILAR, STAPLED OR
MAINTENANCE: INSPECT INLET PROTECTION AND
1' MINIMUM QPo _ _ _ 16"
�oo o
`
CLEARED &FILLED // �EXISTNG PIPE
CATCH BASIN RISER/FlLIER
0_ W p W W O
F"I CL LU m Z Z Z
c0]
dE
_
40
r 1
BACKFILLED
6"X6" TRENCH,
I TRENCHED INTO BOTTOM OR SIDE
AND 2'
I
REMOVE SEDIMENT AFTER EACH
RAIN EVENT. GRAVEL SHOULD BE
2' MAXIMUM __
p� 00
'0- ' •
O tl
8
D. 7. CATCH BASIN VALL EVEN UALLY REACH DESIRED E. 9. STABILIZE ALL DISTURBED SOIL EXCEPT SEDIMENT F. 10. ONCE FILL IS STABILIZED, INSPECTED & APPROVED,
FINAL GRADE BUILD RNA_ RISER/FlL ER AT THIS PONT. STORAGE ZONE W/ PAVEMENT, VEGETA ON, ETC. DISMANTLE FILTER, PLUG BLOCKS & FILL SEDIMENT
__ _______ _ ____ _ __ _ _
WEATHERPROOF SIGN -" -11 CI1I=III-III-III-I 1=1 -I -I Ij III -I 1- -I 1-
'�=III=III=III=III=III=III=111=f
CONTACTED
REPLACED AND REPAIRS MADE AS NEEDED.
_ _-
_ - __ I -_-III I I I I r �•
8. FILL ALL BUT SEDIMENT ZONE .
�STABI ZE BARE SqL IN SEDIMENT STORAGE ZONE.
SEE NOTES BELOW FOR ;IIP SII -' POSTS MAY BE EITHER -.I-'
-TI, VIII -III -_III=' =III=III=III=III II 4" DIA. PINE, 2" DIA. GII
CONSTRUCTION AND y IIT= = " - -� �� OAK, OR 1.33 LB/LF '']I
SPACING DATA III
SECTION VIEW A'1. OPENINCT
1=III=1I I111=I I-III-III-III=III=I
I -I I -I I -I I -III -III- d
- - •.
TABIUZED SqL
0 RISER/FILTER (RNA_) 15r Fll�
ABIUZED 501
15r Flu
4�1�- X11- II
STEEL.
ELEVATIONAL VIEW
NOTES: SUBGRADE
1. INSTALL TREE PROTECTION FENCE AND SIGNAGE PRIOR TO CALLING FOR THE INITIAL
III- - -
SEDIMENT III -1 11 II I=1 I=1 I
=1I IIITIII I II I I
-
1ST FILL
/ \qRD FILL /
FINAL / \FINAL
FILL FILL
3R3� 2NDD\
YA�VL��®T&y�4
REVISIONS }I��yI
S lel S
4
ON SITE INSPECTION BY THE TOWN OF ZEBULON CONSTRUCTION INSPECTOR.
2. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
u Tom'
2ND Flu 2N0 RLL
2ND FILL \FINISHED CATCH BASIN
REV
DATE
COMMENT
BY
3. LETTERS ARE TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
/�
LT-7T.171L
A
WAKE
4. SIGNS ARE TO BE PLACED NO GREATER THAN 200' ON CENTER.
COUNTY
T7T�7
COUNTY
�T7K�
COUNTY
1
1-22-19
PER TOWN COMMENTS
SJK
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' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTED AREA.
7. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
NORTH CAROLIN
STANDARD BAFFLES DETAIL
NORTx cAROLIN pp�� 7-� 7T�7
STANDARD BLOCK & GRAVEL DROP INLET PROTECTION
NORTH CAROLINA
STANDARD CATCH BASIN
RISER/FILTER
S. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
SL ADDITIONAL SIGNS MAY BE REQUIRED BY TOWN OF ZEBULON PUBLIC WORKS DEPT. BASED ON ACTUAL FIELD CONDITIONS.
EFFECTIVE: 01/31/08
EFFECTIVE: 01/31/08
EFFECTIVE: 01/31/08
TOWN OF ZEBULON
STANDARD TREE
SCALE:
NOT TO SCALE
DETAIL B
46
PROTECTION DETAIL
DATE
SHEET q:
JULY 2010
1 OF i
USE WITH STANDARD SPECIFICATIONS ONLY
50' MIN. NOTES.
TOP ELEVATION OF STORMWATER 0.5'-1'
BUT SUFFICIENT TO KEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
SEDIMENT ON SITE ENSURE CONSTRUCTION ENTRANCE IS USED.
NOTES:
PLACE GRAVEL BAGS SUCH THAT
NO GAPS ARE EVIDENT
- - - - - - - - - - - - - -
t #5 WASHED 1 MAX. y
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
1. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP.
PONDING AREA FOR
CATCH BASIN SEDIMENT SEPARATION
1
1 STONE 11 �
IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
2. SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL.
BACK OF CURB
m
STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED
2"-3" STONE TO BE USED 25' OR WIDTH OF BEFORE ENTERING THE PUBLIC ROAD.
3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT H COVERED BY FILL.
4. STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING, MULCH WITH TAC, AND/OR EROSION CONTROL NETTING.
CURB INLET_,:�
EXISTING SLOPE _
III
EXISTING
(SURGE STONE OR RAILROAD PROPOSED STREET,
KNOW WHAT'S BELOW
_ LTi Tn
ROADWAY
BALLAST) WHICHEVER IS 3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
#1 RIP -RAP
GREATER. SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE
ALWAYS CALL 811
VARIES
WILL REQUIRE PERIODIC REMOVAL OF SEDIMENT -LADEN
STONE AND REPLACEMENT WITH FRESH STONE.
FLOW
FLOW
�-
BEFORE YOU DIG
SIDE VIEW
_
2' MIN.
It's fast. It's free. It's the law.
EXISTING SLOPES
I I-
WASTE MATERIAL -COMPACT,
-111-"-
SEED & MULCH AFTER
VAR. CONSTRUCTION OF DITCH
�
NOT APPROVED FOR
CONSTRUCTION NOTES:
PLAN VIEW
III-
2' -10
iv
VARIES II I
11=
CONSTRUCTION
�I
HEIGHT &WIDTH DETERMINED BY
IIIII
EXISTING TOPOGRAPHY AND
PLAN VIEW
11=IIII=II- r = SEDIMENT STORAGE REQUIRED.
II
I- 0.5'
�-III-III-III-III-III
III -III -III -III -III
2.• V. �•
III -I 'MDI �OAR� - 2' , �P -III-III-III-III-III-III-III-
`L• III -III -III -III -III -III -I I I
-III -III_
PROJECT No.: NCR162057
III KEY RIP RAP INTO THE DAM
T FOR STABILIZATION.
35' NEW CONSTRUCTION
MIN. 15' MIN.
_
_ I -III
_ _
NOTES:
NOTE: GRAVEL BAG SHOULD NOT
DRAWN BY:
SJK
EXISTING ROADWAY
-III-III
BE HIGHER THAN TOP OF CURB
CHECKED BY:
MAR
KEYED RIP RAP
l 1~
-
I I
-III-III-III-III=
12"
1. PLACE GRAVEL BAG BARRIER ON GENTLY SLOPING STREET, WHERE WATER CAN POND
AND ALLOW SEDIMENT TO SEPARATE FROM RUNNOFF.
CURB INLET
SIDEWALK
DATE: 10-26-18
SCALE:
$!dA
_
=11
12" MIN.
6" MIN. \\
2. USE SAND BAGS OF WOVEN GEOTEXTILE FABRIC (NOT BURLAP) AND FILL WITH 1 INCH
(OR SMALLER) GRAVEL. BAGS MUST BE LAYERED SUCH THAT NO GAPS ARE EVIDENT.
CAD I. D.:
SDO
- #5 WASHED STONE
11= I II-
\
3 BARRIERS AND STORM EVENT,
VE SEDIMENT AFTER CWAY
\/
PROJECT:
AND GRAVEL MUST BER MOINSPECT
VED FROM THE TRAVELED IMMEDIATELYH .
EXISTIN
CROSS SECTIONAL VIEW
4. WHEN INSTALLING CURB INLET PROTECTION DEVICES, NEVER BLOCK THE CURB INLET.
FRONT VIEW G GROUND
FABRIC UNDER STONE
STEP SEQUENCE
CATCH BASIN
\% \�
LAKES
NOTE: REMOVE SEDIMENT ACCUMULATION FROM BEHIND
CHECK DAMS TO PREVENT DAMAGE TO CHANNEL VEGETATION.
FLOW SHOULD BE MAINTAINED THROUGH THE DAM.
CROSS SECTION
\\
/
SECTION VIEW
����� ���
AKE
AKE
A
AKE
FOR
COUNT
COUNTY
COUNT
COUNTY
NORTH CAROLIN
STANDARD CHECK DAM
NORTH CAROLIN
STANDARD CONSTRUCTION ENTRANCE
NORTH CAR°LIN STANDARD TEMPORARY DIVERSION DITCH
INA STANDARD GRAVEL BAG CURB INLET PROTECTION
FFECTIVE: 01/31/08
EFFECTIVE: 01/31/08
EFFECTIVE: 01/31/08
FFECTIVE: 01/31/081
LEil
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, INC 27597
WAKE COUNTY, NORTH CAROLINA
000�L�
TDI
W
ENGINEERING NO, IPILILC
TYPICAL RIP RAP CHANNEL
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
2/3 W
-I
STANDARD METAL POSTS 2'-0" IN GROUND
A A
-1 - =III
_
I , _-�
I I- -F III-
RALEIGH, NC 27612
GALVANIZED HARDWARE WIRE
EXTENDS TO TOP OF BOX
PIPE
I.D.
- '
PIPE
A
_- !=71
" =1� _- d -- IIII=II T--
- -_=1
"=III. -I II- ,. -III=1 4" to 12"
1=
" - _ [e-mail]
-III- d W -IA
i , _Phone:
-III-I I-III'Fax:
[phone]
[phone]
- -IIS III -III- FILTER FABRIC OR
3 TIMES I.D.
-
GRAVEL BEDDING
FILTER FABRIC OR
GRAVEL BEDDING
PARABOLIC -SHAPED WATERWAY WITH STONE CENTER DRAIN
TRAPEZOIDAL
NOTES:
SHAPED BY BULLDOZER
O
1. L = THE LENGTH OF THE RIPRAP APRON.
" e " 98 �
PLAN VIEW NOTES:
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
(
��0 j{0
1. L = THE LENGTH OF THE RIPRAP APRON.
PLAN VIEW
LESS THAN 6" (INCHES).
W
Vb0
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE
=I
w p
CHANNEL BANKS TO AN ELEVATION OF 6" (INCHES) ABOVE
=- _- - - I I
' I i 1-
p -�
�O eo
LESS THAN 6" (INCHES).
THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE
i I -III -I I -I -I I d = I-III=1 I 1=1
-
�b o 0 0 -�
�$ ®°
p o c
,��'yI��]TL�}'�� Q
" W�CTO(D•o0OQ3 O ODo..W�
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
•- ` L INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
PIPE
^-
PIPE
BANK, WHICHEVER IS LESS.
L
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
-111-
-I11= = 4" to 12"
18" I I �I i I � . i l„I 11=
= _ =III
_ - DLIII-
6" =III- ��FILTER FABRIC OR
-III- GRAVEL BEDDING
NOTES:
-TO BE USED WHERE EXCESSIVE STORMWATER
VELOCITIES PROHIBIT VEGETATIVE LININGS.
=111-
-SIZE OF STONE MUST BE DETERMINED BY
SHEET TITLE:
NOTE:
I
,
_
APPROPRIATE DESIGN PROCEDURE.
V -SHAPED WATERWAY WITH STONE CENTER DRAIN
1. INSPECT INLET PROTECTION AND REMOVE SEDIMENT
AFTER EACH RAIN EVENT. GRAVEL SHOULD BE REPLACED # 57 WASHED STONE PLACED TO A HEIGHT OF 12"-18" MINIMUM ABOVE TOP OF BOX
- d
- j
L
_
- -
d�
SHAPED BY MOTOR GRADER
( )
-DIMENSIONS FOR d & W VARIES ACCORDING
TO DESIGN.
AND REPAIRS MADE AS NEEDED.
I
L
E�®S I ®N
FILTER
FABRIC
SECTION'A-A'
FILTER
SECTION'A-A' FABRIC
ILS
DETAILS
d�1
AKE
AKE
A
AK
Y
oOUNo
STANDARD GRAVEL YARD INLET PROTECTION
oOUNo �Y
STANDARD PIPE OUTLET TO FLAT AREA
oOUNo
STANDARD
PIPE OUTLET TO WELL-DEFINED CHANNEL
oOUNo �Y
STANDARD RIP -RAP LINED
CHANNELS
SHEET NUMBER:
NO WELL-DEFINED CHANNEL
FFECTIVE: 01/31/08
EFFECTIVE: 01/31/08
EFFECTIVE: 01/31/08
EFFECTIVE: 01/31/08
D-1,7
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057SDO - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:56 PM LAST SAVED BY: SKEIDEL

INSTALLATION DETAIL
1" REBAR FOR BAG
REMOVAL FORM INLET
EXPANSION RESTRAINT
(1/4" NYLON ROPE, FDUMP STRAPS
2" FLAT WASHERS) ACH
BAG DETAIL
A
COUNT
NORTH CAROLN
ECTIVE: 01/31
SEDIMENT SACK
O�O�p0�0��0
O
DUMP STRAP
NOTES:
1. SOME MUNICIPALITIES DO NOT ALLOW
GUTTER PROTECTION ON PUBLIC ROADS.
SILT BAGS SHOULD BE USED WITH
THESE CASES.
2. BAGS SHOULD BE CLEANED OUT AFTER
EVERY RAIN EVENT AND/OR AS
NEEDED.
STANDARD SILT BAG - INLET SEDIMENT CONTROL DEVICE
MINIMUM 10
LINE WIRES
8'-0" MAXIMUM
NOTE:
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW.
2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO
PROVIDE STORAGE VOLUME FOR THE NEXT RAIN
AND TO REMOVE PRESSURE ON THE SILT
FENCE.
FRONT VIEW
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE FABRIC
- f-
o =
FILL SLOPE
N
_6" MINIMUM COVER
o OVER SKIRT *
(li ANCHOR SKIRT AS DIRECTED
BY ENGINEER
AK SIDE VIEW
COUNTY
"°RT"CAROLN STANDARD TEMPORARY SILT FENCE
EFFECTIVE: 01/31/08
IMUM 12-1/2 GAUGE
ERMEDIATE WIRES
GRADE
TOP OF
MUST BE
ABOVE n
THE WAS
4' MIN- - SILT FENCE
STEEL FENCE PO'.
WIRE FENCE
HARDWARE CLOTH
FILTER OF /57
WASHED STONE
BURY WIRE FENCE AND HARDWARE CLOTH
A
COUNT
NORTH CAROLN
STEEL FENCE POST
SET MAX 2' APART
MIN. 18" INTO SOLI
GROUND
3' FILTER FABRIC
ON GROUND
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
6" OF UPPER EDGE OF
FABRIC IN TRENCH
SECTION VIEW
STANDARD SILT FENCE OUTLET
9. Consult S&EC Environmental Engineers on maintenance treatment and fertilization after
permanent cover is established.
Mixture
Agricultural Limestone 12 tons/acre (3 tons/acre in clay soils)
Fertilizer 1,000 lbs/acre-10-10-10
Superphosphate 500 lbs/acre - 20% analysis
Mulch 2 tons/acre - small grain straw
Anchor Asphalt emulsion at 300 gals/acre
Seding Schedule
For Shoulders, Side Ditches, Slopes (Max 3:1):
Date I Type I Planting Rate
Aug
15-
Tall Fescue
NOTES:
Nov 1
Mullet or Sorghum -Sudan
(Browntop Mullet); 30 lbs/acre (Sorghum -
Nov
UPSTREAM END OF
Sudan Hybrids)
1-
1. CONSTRUCT THE ENTRANCE TO THE SLOPE DRAIN OF A STANDARD
300 lbs/acre
Mar 1
4'
lbs/acre (Tall Fescue)
STORM DRAIN
Fescue
CY
FLARED -END SECTION OF PIPE WITH A MINIMUM 6 -INCH METAL TOE
Tall Fescue
300 lbs/acre
min.
HU�OT�Yy
rOVERFLOW
Apr
w
PLATE (CROSS-SECTION VIEW). MAKE ALL FITTINGS WATERTIGHT. A
15-
Hulled Common
♦
O
M� ♦ ♦
25 lbs/acre
Jun
STANDARD T -SECTION FITTING MAY ALSO BE USED AT THE INLET.
S O Q
30
Ber
z °C
lil
DO
H H
2. USE AN EARTHEN DIVERSION TO DIRECT SURFACE RUNOFF INTO
STREAM
r d
Lu
DO' TAPERBUFFER
MA%. 50 100 SPACE
BUFFER TAPER
BPACE 100
° 1/3 PIPE
> U
w Z Z> Z F0
� � �
BE
Nf IAN NEPARED �
THE TEMPORARY SLOPE DRAIN. MAKE THE HEIGHT OF THE BERM OVER
�F
ae'�Ox nye"
INSET FOR 2 -LANE
ROADWAYS
D D DIAMETER
Z
THE DRAIN CONDUIT A MINIMUM OF 1.5 FT AND AT LEAST 6 INCHES
WITH 2 -WAY TURN LANE
Hold-down
stakes 3:1®
SAME AS ABOVEN
°
D ° D
w
HIGHER THAN THE ADJOINING BERM ON EITHER SIDE.
THE LOWEST POINT OF THE DIVERSION BERM SHOULD BE A MINIMUM
♦ y
♦����♦
1.5' min
CFNRA VNF
♦
°
p° D
= W
SCREEN ACCESSIBLE THROUGH DOOR
VENT
OF 1 FT
z (n ZZ
wzD.B ♦
wz0 s
Wa aa==m
♦♦
♦
Q J
ABOVE THE TOP OF THE DRAIN SO THAT DESIGN FLOW CAN FREELY
a a w a
w :gwWw
Z== m
r
TRAFFIC
°DwN
STREAM
D fa
BUFFER
100' SPACE
BUFFER TAPER
SPACE 100'
ENTER THE PIPE.
0
O
-
p
Z J 0
1- REFER TO RSD. 1101.11, SHEETS 1 8 4, FOR "L" DISTANCE AND SIGN SPACING.
3. PROTECT THE OUTLET OF THE SLOPE DRAIN FROM EROSION WITH
RIPRAP DISSIPATOR.
10' Spacing
�
— � — _—III—III
BURY BOTTOM 0
OF PLYWOOD
�—
11=1 11=III S I I=1 11=1 11=1 I I I I 1=1 11=III=
�o
Q Q
3- REMOVE LANE CLOSURES AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE
9P�•IP�
~w
}
DOWNSTREAM SIDE OF TRAFFIC.
NOTE;
— — �— 3/4" EXTERIOR
1-
4- PLACE CONES THRU THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES
THE POSTED SPEED LIMIT. 2-
USE PILOT CARS WHEN DIRECTED BY THE ENGINEER.
IF ROADWAY WIDTH IS LESS THAN 22 FEET (EDP TO EDP CONES MAY NOT BE REQUIRED
it N
p d
-
Plastic
ALONG WORK AREA AND AT THE DISCRETION OF THE ENG AEER, CONES MAY BE OMITTED ALONG
THE WORK IF PILOT CAR.
I. — -1 i
ALL PARTIALLY COMPLETED STORM DRAINS
PLYWOOD
M
3-
6- DO NOT STOPTRAFFIC IN ANY ONE DIRECTION FOR MORE THAN 5 MINUTES AT A TIME.
CONES ARE ALWAYS REQUIRED IN THE UPSTREAM AND DOWNSTREAM TAPERS.
Corrugated
�9�
I I—III—III-
—I
Inlet
SHALL BE PROTECTED AT THE END OF
EACH DAY IN ACCORDANCE WITH THESE
FOR SKINNY DRUM REQUIREMENTS.
} W W
w Z a Z Z
AT
5-
8- USE FLAGGERS TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE CLOSURE.
Pipe
_I
SUPPLEMENT FLAGGERS LOCATED AT INTERSECTIONS WITH FLAGGER. FLAGGER AHEAD SIGNS (W20-78)
PLACED APPROXIMATELY 250 FT. IN ADVANCE OF THE FOR SIGNALIZED
DETAILS. STEEL FENCE POST
PLYWOOD INLET PROTECTION
AND USER.
INTERSECTIONS PLACE SIGNALS IN THE FLASH MODE AND USE LAW ENFORCEMENT. 6-
ADVISE RESIDENTS TS AND BUSINESSES WITHIN THE LANE
CLOSURE LIMITS ABOUT METHODS OF SAFE EGRESS AND CONE
Q>-�=
9- REFER TO THE CURRENT MUTCD FOR FLAGGER CONTROL, REQUIREMENTS, AND PROCEDURES.
I
(TYPICAL)
CAR OPERATIONS. 14 PORTABLE SIGN
SHEET 1 OF 14
FLEXIBLE JOI
(RADIATOR HOSE)
Stabilize ?
(/�
-I
_I
'�
\7 yau'�`V �
'�".�•"' �,\fa'u„',N,uF..�,,,,y �'-"`"�'"�-•••-••--.
'•""` v�""`
I••++"��b^'µ�IN� Y^•1i
1101.02
UPSTREAM END OF OVERFLOW
STORM DRAIN
OUTLET END. CONNECTION
TO OUTLET PIPE OR RISER BARREL PIPE LONGER THAN SHOWN.
Outlet co
(J
Ui
I
I
YA.MN`AA'U"a "
W yVy
IIA::
I
\y `�,V, -•
u1/3 PIPE
DIAMETER
4' minYWAN
fin*u .
C, pn p
8 0
level
section
Y..n..r..P'+'".uU'"v.uw,A1Y
f "0
WASHED STONE FILTER
0
Y44.*MSW" �xU "I'N'hHW "Y'4•
ACROSS PIPE INLET
`"�"�-••"•'~•
.��v�"
v
ri L, rj L,
D -III—III—III—III—III—III—III= III—III—III=
'—i I I—III—III —III -1 I I-1 I —I I r- I I I I =I 11—III=
Cross—Section
View
'�
Plan View
I, () ll (1
ll (J
HARDWARE CLOTH
Standard T—section
U U
U STONE FILTER INLET PROTECTION
A
COUNTYA7T��AT1��
NORTT-I CAROLIN
STANDARD SKIMMER DETAIL
OROTH CAROLN
STANDARD
TEMPORARY SLOPE
DRAIN
NOO CARO
STANDARD PIPE INLET
PROTECTION (PLYWOOD & STONE)
EFFECTIVE: 01/31/08
EFFECTIVE: 01/31/08
EFFECTIVE: 01/31/08
9. Consult S&EC Environmental Engineers on maintenance treatment and fertilization after
permanent cover is established.
Mixture
Agricultural Limestone 12 tons/acre (3 tons/acre in clay soils)
Fertilizer 1,000 lbs/acre-10-10-10
Superphosphate 500 lbs/acre - 20% analysis
Mulch 2 tons/acre - small grain straw
Anchor Asphalt emulsion at 300 gals/acre
Seding Schedule
For Shoulders, Side Ditches, Slopes (Max 3:1):
Date I Type I Planting Rate
Aug
15-
Tall Fescue
300 lbs/acre
Nov 1
Mullet or Sorghum -Sudan
(Browntop Mullet); 30 lbs/acre (Sorghum -
Nov
Hybrids"**
Sudan Hybrids)
1-
Tall Fescue & Abruzzi Rye
300 lbs/acre
Mar 1
- unscarified) AND Tall
lbs/acre (Tall Fescue)
Mar
Fescue
CY
1 -Apr
Tall Fescue
300 lbs/acre
15
HU�OT�Yy
a = J
=H
Apr
w
♦
15-
Hulled Common
♦
O
M� ♦ ♦
25 lbs/acre
Jun
Bermudagrass
S O Q
30
Zones.
z °C
Jul 1- Tall Fescue AND Browntop 125 lbs/acre (Tall Fescue); 35 lbs/acre
Aug Millet or Sorghum -Sudan (Browntop Millet); 30 lbs/acre (Sorghum -
15 Hybrids*** Sudan Hybrids)
For Shoulders, Side Ditches, Slopes (3:1 to 2:1):
Date Type Planting Rate
Mar Sericea Lespedeza 50 lbs/acre (Sericea Lespedeza);
1- (scarified) and use the
H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057SD0 -PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:56 PM LAST SAVED BY: SKEIDEL
Jun following combinations:
1
Mar
1 Add Tall Fescue 120 lbs/acre
Apr
15
Mar
1 Or add Weeping Love grass 10 lbs/acre
Jun
30
Mar
1- Or add Hulled Common 25 lbs/acre
Jun Bermudagrass
30
Jun
1
Tall Fescue AND Browntop
120 lbs/acre (Tall Fescue); 35 lbs/acre
Sept
Mullet or Sorghum -Sudan
(Browntop Mullet); 30 lbs/acre (Sorghum -
1
Hybrids"**
Sudan Hybrids)
Sept
Sericea Lespedeza (unhulled
70 lbs/acre (Sericea Lespedeza); 120
1-
- unscarified) AND Tall
lbs/acre (Tall Fescue)
Mar 1
Fescue
CY
Nov
1- AND Abruzzi Rye 25 lbs/acre
Mar 1
Consult S&EC Environmental Engineers for additional information concerning other alternatives for
vegetation of denuded areas. The above vegetation rates are those that do well under local
conditions; other seeding rate combinations are possible.
A
COUNTY
NORTH CAROLIN
EFFECTIVE: 01/3
IATER
ZONE
PLAN VIEW
18' MIN
z
0
DESCRIPTION
too' To 200' „ BE PREPARED HE LAN
'••f }
Perimeter dikes,
10 STOP u°E",�G
Q 3
DITCH AND BURY TARP
EDGE (MIN. 12')
W20]a W3.4 W20 4
Q
High Quality Water
9 x 48" 40" % OB" 08' x 48"
1Z -I (�
(HQW) Zones
z0'
LL_J
CY
7 days
W Q z w -
3:1
I�
HU�OT�Yy
a = J
=H
3w
w
♦
14 days
7 days for slopes greater than 50' in
♦
O
M� ♦ ♦
WORK AREA
14 days
♦
S O Q
a
Zones.
z °C
pQ p g la 2 -WAY
DO
H H
TRAFFIC
STREAM
r d
Lu
DO' TAPERBUFFER
MA%. 50 100 SPACE
BUFFER TAPER
BPACE 100
> U
w Z Z> Z F0
� � �
BE
Nf IAN NEPARED �
R0 TO STOP
40 % 40" 4," 48"
�F
ae'�Ox nye"
INSET FOR 2 -LANE
ROADWAYS
Z
o
WITH 2 -WAY TURN LANE
w
ALL OTHER DEVICES ARE THE
SAME AS ABOVEN
O
w
OL Uj J
♦ y
♦����♦
= U
CFNRA VNF
♦
CFNRA LWF
GAosEo
= W
aouo Js WORK AREA
♦ Js
z (n ZZ
wzD.B ♦
wz0 s
Wa aa==m
♦♦
♦
Q J
U
Z
(�
a a w a
w :gwWw
Z== m
r
TRAFFIC
°DwN
STREAM
o
W >_TAPER
BUFFER
100' SPACE
BUFFER TAPER
SPACE 100'
0
(r
0
O
GENERAL NOTES FOR FLAGGING OPERATIONS 11-
WILL WITHIN 15' EITHER RAILROAD
Z J 0
1- REFER TO RSD. 1101.11, SHEETS 1 8 4, FOR "L" DISTANCE AND SIGN SPACING.
IF VEHICLE QUEUES REACH OF SIDE OF ACTIVE TRACKS,
PROVIDE A UNIFORMED LAW ENFORCEMENT OFFICER OR FLAGGER TO PREVENT VEHICLES FROM
a '•
2- INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE
STOPPING WITHIN THE GRADE CROSSING. PROVIDE OFFICER OR FLAGGER EVEN IF AUTOMATIC
WARNING MEASURES ALREADY EXIST.
UPSTREAM SIDE OF TRAFFIC.
�o
Q Q
3- REMOVE LANE CLOSURES AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE
9P�•IP�
~w
}
DOWNSTREAM SIDE OF TRAFFIC.
GENERAL NOTES FOR PILOT CAR OPERATIONS
a C)
1-
4- PLACE CONES THRU THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES
THE POSTED SPEED LIMIT. 2-
USE PILOT CARS WHEN DIRECTED BY THE ENGINEER.
IF ROADWAY WIDTH IS LESS THAN 22 FEET (EDP TO EDP CONES MAY NOT BE REQUIRED
it N
p d
-
5- EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE IS
ALONG WORK AREA AND AT THE DISCRETION OF THE ENG AEER, CONES MAY BE OMITTED ALONG
THE WORK IF PILOT CAR.
a
O LLJ z
PROVIDED TO THE FLAGGER (REFER TO RSD. 1101.11, SHEET 2).
AREA USING A
M
3-
6- DO NOT STOPTRAFFIC IN ANY ONE DIRECTION FOR MORE THAN 5 MINUTES AT A TIME.
CONES ARE ALWAYS REQUIRED IN THE UPSTREAM AND DOWNSTREAM TAPERS.
Q
J
4-
7- DRUMS OR SKINNY DRUMS MAY BE USED IN LIEU OF CONES. REFER TO RSD. 1160.01
MOUNT SIGN 4 "PILOT CAR FOLLOW ME" AT A CONSPICUOUS POSITION ON THE REAR OF
THE PILOT VEHICLE.
N
FOR SKINNY DRUM REQUIREMENTS.
} W W
w Z a Z Z
5-
8- USE FLAGGERS TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE CLOSURE.
DO NOT INSTALL MORE THAN ONE 1 MILE OF LANE LEGEND
CLOSURE MEASURED FROM THE BE I NINE OF THE MERGE
SUPPLEMENT FLAGGERS LOCATED AT INTERSECTIONS WITH FLAGGER. FLAGGER AHEAD SIGNS (W20-78)
PLACED APPROXIMATELY 250 FT. IN ADVANCE OF THE FOR SIGNALIZED
TAPER TA THE END OF THE LANE CLOSURE.
r FLAGGER
AND USER.
INTERSECTIONS PLACE SIGNALS IN THE FLASH MODE AND USE LAW ENFORCEMENT. 6-
ADVISE RESIDENTS TS AND BUSINESSES WITHIN THE LANE
CLOSURE LIMITS ABOUT METHODS OF SAFE EGRESS AND CONE
Q>-�=
9- REFER TO THE CURRENT MUTCD FOR FLAGGER CONTROL, REQUIREMENTS, AND PROCEDURES.
INGRESS FROM DRIVEWAYS DURING FLAGGING AND PILOT
10- DO NOT EXCEED A 1 MILE LANE CLOSURE LENGTH UNLESS OTHERWISE SHOWN IN THE TMP OR
CAR OPERATIONS. 14 PORTABLE SIGN
SHEET 1 OF 14
AS DIRECTED BY THE ENGINEER.
AM DIRECTION OF TRAFFIC FLOW
1101.02
A
COUNTY
NORTH CAROLIN
EFFECTIVE: 01/3
IATER
ZONE
PLAN VIEW
18' MIN
STABILIZATION TIMEFRAME EXCEPTIONS
DESCRIPTION
TOP OF DAM
TARP PROTECTION
Perimeter dikes,
7 days
None
DITCH AND BURY TARP
EDGE (MIN. 12')
0' MIN
High Quality Water
7 days
WEIR LENGTH
(HQW) Zones
SECTION THRU WEIR
CY
7 days
IY
3:1
I' MIN FREEBOARD TOP OF BERM
INFLOW BAFFLES (STD) EMERGENCY
"RUCTURE SPILLWAY
SKIMMEIx ELEVATIOt
DISSIPATER
PAD
RIP RAP
INLET SHALL BE CMP OUTLET PIPE
PROTECTED (AS NEEDED) CROSS SECTION
FROM EROSION WITH
RIPRAP, TARP, MATTING
OR EQUIVALENT.
NOTES:
1) BASIN SHOULD BE CLEANED OUT WHEN CAPACITY REACHES AN ELEVATION REPRESENTING THAT THE BASIN IS HALF -FULL.
2) THE TARP USED TO PROTECT THE WEIR SHALL BE THE WIDTH SPECIFIED. THE LENGTH OF THE TARP SHALL BE ACCORDING
TO AVAILABLE SUPPLY. IF MULTIPLE TARPS ARE TO BE USED, THEN TARPS SHALL BE OVERLAPPED AT LEAST 12". THE
UPSTREAM 12" TARP SHALL OVERLAP THE DOWNSTREAM TARP. THE TARP SHALL BE 50 MIL. HEAVY DUTY SILVER TARPAULINS
OR EQUIVALENT FOR U.V. RESISTANCE.
3) PROVIDE A MINIMUM OF THREE POROUS BAFFLES TO EVENLY DISTRIBUTE FLOW ACROSS THE BASIN, REDUCING TURBULENCE.
4) BAFFLE MATERIAL MUST BE SECURED AT THE BOTTOM AND SIDES USING STAPLES OR BY TRENCHING AS FOR A SILT FENCE.
5) MOST OF THE SEDIMENT WILL ACCUMULATE IN THE FIRST BAY, SO THIS SHOULD BE READILY AVAILABLE FOR MAINTENANCE.
6) DURING THE CONSTRUCTION PHASE OF THE PROJECT, PERMANENT STORMWATER RISER SHALL ONLY DEWATER FROM THE TOP OF
7) POND SHALL NOT BE CONVERTED FOR STORMWATER USE UNTIL APPROVED BY ENVIRONMENTAL ENGINEER.
SILT FENCE
SILT FE
SILT FENCE OU
BACK OF CU
STANDARD SKIMMER BASIN
Seeding
Stabilization Guidelines
NPDES Stormwater Discharge Permit for Construction Activities (NCGO1)
NCDENR/Division of Water Quality
NEW STABILIZATION TIMEFRAMES
(Effective Aug. 3, 2011)
SITE AREA
STABILIZATION TIMEFRAME EXCEPTIONS
DESCRIPTION
COMMENT
BY
Perimeter dikes,
7 days
None
swales, ditches, slopes
High Quality Water
7 days
None
(HQW) Zones
Slopes steeper than
7 days
If slopes are 10' or less in length and
3:1
I�
are not steeper than 2:1, 14 days are
a = J
=H
3w
allowed.
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in
�g
length.
All other areas with
14 days
None, except for perimeters and HQW
slopes flatter than 4:1
a
Zones.
Seedbed Preparation:
1. Chisel compacted areas and spread topsoil three inches deep over adverse soil
conditions, if available.
2. Rip the entire area to six inches deep.
3. Remove all loose rock, roots and other obstructions, leaving surface reasonably smooth
and uniform.
4. Apply agricultural lime, fertilizer and superphosphate uniformly and mix with soil (see
mixture below).
5. Continue tillage until a well -pulverized, firm, reasonably uniform seedbed is prepared four
to six inches deep.
6. Seed on a freshly prepared seedbed and cover seed lightly with seeding equipment or
cultipack after seeding.
7. Mulch immediately after seeding and anchor mulch.
8. Inspect all seeded areas and make necessary repairs or reseedings within the planting
season, if possible. If stand should be more than 60% damaged, re-establish following the
original lime, fertilizer and seeding rates.
FLOW TO FRONT AND REAR
NOTES
1. SILT FENCE OUTLETS ARE TO BE FIELD LOCATED IN LOW POINTS ALONG PROPOSED SILT FENCE.
2. THE PERIMETER EROSION CONTROL SHOULD BE ADJUSTED AS NEEDED BASED ON THE ACTUAL
LOT DRAINAGE PATTERN AND TOPOGRAPHY.
'LET
ENTRANCE
GH SIDE OF SITE)
FLET
REVISIONS
REV
DATE
COMMENT
BY
g
~
1-22-19
�U
Ftp
Z o
w� ox
U W
F J F
iY Z a H a
a
I�
a = J
=H
3w
U®
F
aOQ
UQF(AD
♦���♦
�g
.CI
<IT]a
a
P. 0
a a
w
ZUa
o >, O Z 0
� Z
gz
as
> U
w Z Z> Z F0
� � �
'zLL
a C
�F
J (7
1==90z
o�
Z
J Z J (n
OO W QQa
�m
-0 OZ
W Z w
CO (A Z U K
w
Ca-�pS�WU
Z �-' F••tl
♦����♦
g�z
U d Z
��g
(W w
o
zww
Z
��
Wa aa==m
U
Z
(�
a a w a
w :gwWw
Z== m
�o
aw
(D
Y�
U Ey
a)
J
ZCL0 U))x
WW -WJ
a N
two
0
=W) US 0
BCW
I- J (n O 1- O
o= wow
J
(no_o_JcnW
�o
W
9P�•IP�
~w
♦ � � � � ♦
z
W Z
W
N
o�
r4
E W
z w
11111
55044
4
O O
} Q,� �
o i
om
W W
} W W
w Z a Z Z
Z 2 Y Y Z
w
r�wO
�.
Q>-�=
o
a) F
(n
Z)zmzzZ
I4rn
REVISIONS
REV
DATE
COMMENT
BY
1
1-22-19
PER TOWN COMMENTS
SJK
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR162057
DRAWN BY: SJK
CHECKED BY: MAR
DATE: 10-26-18
SCALE: UK
CAD I. D.: SDO
PROJECT: AUTUMN
]LAKES
PHASE III
FOR
LEil
HOMES
LOCATION OF SITE
0 OLD BUNN RD
ZEBULON, NC 27597
WAKE COUNTY, NORTH CAROLINA
TD-) 0 000�L�
ENGINEERING NO, IFILILC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
Fax: [phone]
[e-mail]
.01
rSHEET TITLE:
SHEET NUMBER:
D-1,8

H:\2016\NCR162057\DRAWINGS\PLAN SETS\PHASE III PLAN SETS\NCR162057SDO - PHASE III.DWG PRINTED BY: SKEIDEL 3.13.19 @ 2:56 PM LAST SAVED BY: SKEIDEL