SW6140304_APPROVED PLANS_20140502

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
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DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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GENERAL NOTES
1. DEVELOPERIOWNER INFORMATION:
HCC INVESTMENTS, LLC
3077 N. MAIN STREET, SUITE 201
HOPE MILLS, NC 28348 oa�uuiiimum,
46 Al
ATTTN: JACK HAIRR uauir '11 .
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2. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS WELL AS ALL APPROVALS ON THE JOB SITE AT = 1459, rq e
ALL TIMES.
3. CONSTRUCTION AND MATERIAL SPECIFICATIONS SHALL CONFORM TO THE CITY OF FAYETTEVILLE AND NCDOT STANDARDS AND Fy
SPECIFICATIONS.
""'�nwrna anew"°o
4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE BOTH HORIZONTALLY AND VERTICALLY ALL EXISTING HCC INVESTMENTS., LLC
UTILITIES PRIOR TO THE START OF CONSTRUCTION (NC ONE CALL CENTER 1-800-632-4949). COST TO REPAIR DAMAGED UTILITIES
SHALL BE BORNE BY THE CONTRACTOR. ANY LOCATION OF UNDERGROUND UTILITIES AS SHOWN ARE BASED ON VISIBLE SITE NOTES
EVIDENCE AND DRAWINGS IF PROVIDED TO THE SURVEYOR. LOCATION OF UNDERGROUND UTILITIES AND STRUCTURES MAY
VARY FROM LOCATIONS SHOWN HEREON, AND ADDITIONAL BURIED UTILITIES MAY EXIST. CONTACT THE APPROPRIATE UTILITY 1. PROPERTY SUBJECT TO ALL EASEMENTS, RIGHTS -OF -WAY AND RESTRICTIVE COVENANTS
COMPANIES FOR INFORMATION REGARDING BURIED UTILITIES. OF RECORD.
O N T R U C T I O N DRAWINGS
5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECONNECTION OF DISTURBED UTILITY SERVICES ENCOUNTERED WITHIN 8 2. TAX PINS:4946 60-2010
HOURS OF INTERRUPTED SERVICE. CONTRACTOR SHALL NOTIFY USERS 24 HOURS PRIOR TO POSSIBLE INTERRUPTIONS OF
SERVICE. 3. UNLESS NOTED OTHERWISE, THERE WERE NO U.S.G.S., N.C.G.S. OR OTHER
6. EXCEPT AS SPECIFICALLY STATED OR SHOWN, THE BASE SURVEY DOES NOT REPORT ANY OF THE FOLLOWING: EASEMENTS, GOVERNMENTALLY RECOGNIZED HORIZONTAL CONTROL MONUMENTATION FOUND WITHIN FEBRUARY
18,2014
OTHER THAN THOSE VISIBLE DURING FIELD EXAMINATION OR AS IN DOCUMENTATION PROVIDED BY THE CLIENT OR ATTORNEY, 2,000 FEET OF THIS SUBJECT PROPERTY.
BUILDING SETBACKS, RESTRICTIVE COVENANTS, ZONING OR LAND USE REGULATIONS AND ANY FACTS THAT A TITLE SEARCH
MAY DISCLOSE.
7. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED.
8. PROPOSED BUILDING SETBACKS ARE AS SHOWN HEREON. IF NO SETBACKS ARE SPECIFIED, ANY STRUCTURES OR UTILITY NOTES o
ii
IMPROVEMENTS PLACED ON THIS SUBJECT PROPERTY MUST COMPLY WITH RESTRICTIVE COVENANTS, ZONING, DOCUMENTS OF >
RECORD GOVERNING SUCH IMPROVEMENTS AND ANY BINDING AGREEMENT BETWEEN THE DEVELOPER AND THE 1. OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION REGULATIONS (OSHA): CONTRACTOR SHALL ENSURE
BUILDERIOWNER. ALL CONSTRUCTION AND EXCAVATION ACTIVITIES PROCEED ACCORDING TO THE LATEST OSHA
GUIDELINES.
9. IF WETLAND AREAS ARE SHOWN ON THIS SUBJECT PROPERTY, THOSE AREAS WERE STAKED AND DETERMINED TO BE SUCH BY 2. UTILITY LOCATIONS: o
OTHERS. THE SURVEYOR'S CERTIFICATION HEREON CERTIFIES TO THE LOCATION OF THOSE AREAS, AS STAKED BY OTHERS, o
BUT LOCATED UNDER THIS SURVEYOR'S SUPERVISION AND PLATTED HEREON. LEGEND ABBREVIATIONS
A. NOT ALL EXISTING UTILITIES ARE SHOWN ON THE PLAN. THE CONTRACTOR IS RESPONSIBLE FOR
10.SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED DURING THIS SURVEY. NO LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. CALL CAROLINA ONE CALL (PHONE EXISTING PROPOSED z
STATEMENT IS MADE CONCERNING THE EXISTENCE OF UNDERGROUND CONTAINERS, WHICH MAY AFFECT THE USE OF THIS 1-800-632,4949) 48 HOURS PRIOR TO EXCAVATION. ADA = AMERICAN WITH
lim TRACT. ❑ CONCRETE MONUMENT 0 CATCH BASIN DISABILITIES ACT
B. COORDINATE WITH UTILITY OWNERS FOR LOCATION OF EXISTING UTILITIES AND WORK WITH __. Owner:
11.1E THE BASE SURVEY IS LABELED "ZERO LOT LINE" THERE ARE, IN ADDITION TO OTHER EASEMENTS SHOWN, MAINTENANCE THEM TO REMOVE CONFLICTS. 123 —123— CONTOURS CB = CATCH BASIN
OJ CONTROL CORNER
EASEMENTS ON ALL INTERIOR LOT LINES, SAID EASEMENTS BEING 10 FEET IN WIDTH AND UNLESS OTHERWISE NOTED, 5 FEET _11� DRAINAGE SWALE
EACH SIDE OF SAID INTERIOR LOT LINE. C. VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES BEFORE CONSTRUCTION BEGINS AND ❑ DROP INLET CL =CENTER LINE HCC INVESTMENTS,
COORDINATE WITH THE ENGINEER FOR CHANGES TO THE SEWER LINE LOCATION AND, OR -L- ELECTRIC LINE LLC
12. IF THE STREETS AND ROADS SHOWN ON THIS MAP ARE LABELED AS PRIVATE STREETS, THE FOLLOWING NOTICE APPLIES TO UTILITIES. IF CHANGES ARE NEEDED, PLANS MUST BE APPROVED BY THE APPROPRIATE AGENCY. FIRE HYDRANT DI = DROP INLET
THOSE STREETS: NO PUBLIC AGENCY IS PRESENTLY RESPONSIBLE FOR MAINTENANCE OF THE PRIVATE STREETS SHOWN ON GAS LINE
THIS PLAT. PRIVATE STREETS ARE FOR THE USE OF ALL OWNERS OF PROPERTY WITHIN THIS SUBDIVISION, THEIR GUESTS AND D. LOCATION AND ELEVATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS ARE APPROXIMATE. GATE VALVE DIP = DUCTILE IRON PIPE CONTACT..
IRON PIPE, REBAR OR 3077N. MAINST
ALL REPRESENTATIVES OF GOVERNMENTAL AGENCIES FOR INGRESS AND EGRESS, AND FOR THE CONSTRUCTION, INSPECTION HOPE MILLS, NC 28348
3. ALL MATERIALS FURNISHED AND WORK PERFORMED SHALL BE IN CONFORMANCE WITH CITY OF BREAK IN LINE EIP = EXISTING IRON PIPE
AND MAINTENANCE OF PUBLIC STREETS, UTILITIES, AND DRAINAGE STRUCTURES. THE STREETS ARE THE SOLE RESPONSIBILITY ^� [phone]
FAYETTEVILLE AND/OR PUBLIC WORKS COMMISSION. OVERHEAD LIGHTING
OF THE DEVELOPER AND/OR HOMEOWNERS ASSOCIATION. • SANITARY SEWER CLEAN OUT ER = EXISTING REBAR
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION OF EXISTING UTILITIES IF REQUIRED DURING —�— SANITARY SEWER MAIN
13.CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS AND GRADES IN FIELD AND NOTIFY ENGINEER OF ANY DISCREPANCIES SANITARY SEWER MH Project:
PRIOR TO ANY CONSTRUCTION OR GRADING ACTIVITY. INSTALLATION OF NEW WORK. X123.23 SPOT ELEVATIONS EX = EXISTING
STORM DRAIN JUNCTION BOX
14.CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS AND LINES STORM DRAIN PIPE FEMA =FEDERAL EMERGENCY
OF REFERENCE AND CONSTRUCTION STAKES. PROPERTY IRONS, MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCE ;ty UTILITY POLE MANAGEMENT AGENCY THE
DESTROYED BY THE CONTRACTOR SHALL BE REPLACED BY A PROFESSIONAL LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. WATER BLOW OFF COMMONS AT
-v;- -W- WATERLINE FES = FLARED END SECTION
15.CONTRACTOR SHALL INSTALL AND MAINTAIN MEASURES AS NECESSARY DURING CONSTRUCTION FOR EROSION AND
WATER^+ N WATER REDUCER SEDIMENTATION CONTROL AND SHALL AT ALL TIMES ADHERE TO THE EROSION AND SEDIMENTATION LAWS AS PRESCRIBED BY FFE = FINISHED FLOOR ELEVATION BRIDGEPORT� WATER TEE
THE NC DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES. w ►� WATER VALVE FH = FIRE HYDRANT
16.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CUMBERLAND COUNTY, CITY OF FAYETTEVILLE, AND INV = INVERT ELEVATION
NCDOT STANDARDS AND SPECIFICATIONS.
17.00CUPATIONAL SAFETY &HEALTH ADMINISTRATION REGULATIONS (OSHA): CONTRACTOR SHALL ENSURE ALL CONSTRUCTION
JB = JUNCTION BOX
ACTIVITIES PROCEED ACCORDING TO THE LATEST OSHA GUIDELINES. LF = LINEAR FEET fax Id #: 0426-91-9724
18.AMERICAN WITH DISABILITIES ACT (ADA): CONTRACTOR SHALL ENSURE THAT ACCESSIBLE PARKING SPACES, ACCESS AISLES, MH = MANHOLE township: Cross Creek
RAMPS, AND ACCESSIBLE ROUTES TO ALL ACCESSIBLE BUILDINGS (AS DETERMINED BY THE OWNER) MEET THE CURRENT
MINIMUM REGULATIONS AS OUTLINED IN THE ADA STANDARDS FOR ACCESSIBLE DESIGN. IF CONTRACTOR IS UNABLE TO MEET OSHA = OCCUPATIONAL SAFETY & county: Cumberland
THE CURRENT MINIMUM REGULATIONS AS OUTLINED IN THE ADA STANDARDS FOR ACCESSIBLE DESIGN, FOR ANY REASON, THE SHEET LIST HEALTH ADMINISTRATION
CONTRACTOR SHALL NOTIFY LARRY KING AND ASSOCIATES, RLS, PA, AND THE OWNER/DEVELOPER, IN WRITING, PRIOR TO state: NC
COMMENCING ANY CONSTRUCTION ACTIVITIES. C-00 COVER SHEET PROP = PROPOSED
20. LIGHTING PLAN BY OTHERS. C.-01 SITE PLAN
PVC =POLYVINYL CHLORIDE
C-02 UTILITIES PLAN
C-03 DRAINAGE PLAN RCP = REINFORCED CONCRETE
C-04 - C-09 ROADWAY PLAN AND PROFILES PIPE COVER
C-10 EROSION CONTROL PLAN R/W = RIGHT-OF-WAY SHEET
C-11 EROSION CONTROL DETAILS SR = SET REBAR
C-12 UTILITY DETAILS APprovod Swrr iv,ii r `a "hilt ual umtr1110
SS = SANITARY SEWER c risouctlon in accordance with these documents is CONSTRUCTTON
C-13 ROADWAY & DRAINAGE DETAILS
roquirsd by the stormwater permit. North Carolina DOCUMENTS
STA STATION rules require that the stormwater system designer
Inspect during construction: certify conformity with th
C-14 POND DETAILS plans and specs; and certify compliance with the job no.: p13-084
T 4 �Ye rules. (15A3NCAC 2H1008 Da e(S�2 "r0 rF 02/18/14
- date:
sion o1
sheet If Revision Date 1JEM drawn by: TA
survey by: MR
checked by: JN
PRELIMINARYM��
- sheet no.:
DO NOT USE FOR CONSTRUCTION "' L
THIS DRAWING HAS NOT BEEN REVIEWED BY ANY _ 0 0
GOVERNMENTAL AGENCY FOR COMPLIANCE WITH ANY - U iv
APPLICABLE LAND DEVELOPMENT OR OTHER 0A1186FO 6 YOA WIG �1�osW STORb>rtATEB'.:,�`���
REGULATIONS.

PHILLIP W. HORNE
D.B. 644, PAGE 185
TAX PIN: 494660201019
ZONED R-15
SITE NOTES:
1) TAX PARCEL(S) #: 4946-60-2010 21
2) PROPOSED SUBDIVISION:
70 LOTS = 17.90 AC (779,877 SQ. FT.)
3) SMALLEST LOT = Lot 33, 0.17 AC (7,274 SQ. FT.)
4) ZONING: RMF
5) TOTAL SITE AREA: 21.52 AC (937,599 SQ. FT.)
R/W AREA = 3.62 AC (157,722 SQ. FT.)
6) SEWER AND WATER BY: HOKE COUNTY
7) DEVELOPER OWNER(S): HCC INVESTMENTS, LLC
3077 N. MAIN ST. SUITE 201
HOPE MILLS, NC 28348
8) PHYSICAL ADDRESS: 3600 BLOCK JOHNSON MILL RD.
RAEFORD, NC 28376
9) STREET CENTERLINES:
STREET "A" = 989.44 LINEAR FT.
STREET "B" = 1,213.45 LINEAR FT.
STREET "C" = 473.99 LINEAR FT.
STREET "D" = 270.00 LINEAR FT.
10) REFERENCES: DEED BK. 646, PG. 262
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SETBACKS:
RMF - 10' FRONT
5' SIDE
25' REAR
ZONED R-15
CATHERINE L. FAIRCLCTH
TAX PIN: 494760101227
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Owner:
HCC INVESTMENTS,
LLC
CONTACT
3077N. MAINS
HOPE MILLS, NC 28348
[phone]
Project:
THE
COMMONS AT
BRIDGEPORT
tax Id #: 0426-91-9724
township: Cross Creek
county: Cumberland
state: NC
SITE PLAN
CONSTRUCTION
DOCUMENTS
job no.: P13-084
date: 02/18/14
drawn by: TA
survey by: MR
checked by: JN
sheet no.:
C-01

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WATER UTILITY NOTES
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WET��WET� S I
1. WATER MAINS SHALL BE INSTALLED IN ACCORDANCE -� IQ3I `J N I�
1 WITH HOKE COUNTY UTILITIES SPECIFICATIONS AND IN
3 1 - ACCORDANCE WITH NCDOT POLICIES AND PROCEDURES
FOR ACCOMMODATING UTILITIES ON AIGHWAY ,� M I Cg
- - - Ss-
RIGHTS -OF -WAY AND ENCROACHMENT AGREEMENTS. --L
2. CONTRACTOR SHALL INSTALL WATER MAINS TO A -
3 I I ISS j.. RIM. 24©6 ss
ss -
Ss
i I MINIMUM DEPTH OF BURY OF 36". _ I � I
INV-230.75.. - - - - 6 _ -
J-RlM-242 70SANITARY SEWER NOTES - 332.' s
- 3. CONTRACTOR SHALL INSTALL DUCTIL_ IRON PIPE 10' 89LF a
1 --- - - _ ,;; - -- --- 0.
-EACH SIDE OF STORM DRAINAGE PIPE CZOSSING AND 1 SS � 43qSs
MAINTAIN MINIMUM24" VERTICAL SEPARF(ION WHEN 1 •CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL
_ - EXISTING UTILITIES PRIOR TO BEGINNING _ SSMH ��� fY, ' - I -
CROSSING UNDERNEATH STORM DRAINA;E PIPE. -- 5' DOGHOUSE /s4 ss
CONSTRUCTION. - (W� CA�ILOCK) 1 1 �©
I % - ---
_ 4. CONTRACTOR SHALL MAINTAIN 36" VER'1CAL COVER RIM-221.9 RIM 240.54 -
- - - 2.ALL SEWER MAINS, LATERALS AND APPURTENANCES INV-226.97 ; wV-225'99
-- -
I
STORM DRAINAGE PIPES. IF LOESS THENC 8"� IVERTI/CAL SHALL BE INSTALLED AND TESTED IN ACCORDANCE WITH - - EX _ NV-226.� ; 1
SEPARATION, THEN CONTRACTOR SHALL WE DUCTILE FAYETTEVILLE PUBLIC WORKS COMMISSION TECHICAL --
IRON PIPE 10' ON EACH SIDE OF CROSSING. SPECIFICATIONS.
3. ALL DUCTILE IRON PIPE IN SANITARY SEWER SERVICES Approvod 8t�rr r atcu withPL rit a ocum n
d r �n accordance with `Hasa documents Is
ZONED R-15
CATHERINE L. FAIRCLOTH
TAX PIN: 494760101227
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GRAPHIC SCALE U. WATER MAINS SHALL MAINTAIN 10 MINIMU9 Cohsuu to I .
o zs w oo HORIZONTAL SEPARATION FROM STORM DRANAGE SHALL HAVE GRIFFIN "SEWPER" COAT OR PROTECTO 401 required by the atormwater permit. North Carolina
J LININGrules requln3 that the atormwater system designer
PIPES. CONTRACTOR SHALL USE DUCTILE IR(N PIPE FOR . Inspect during construction, certify conformity with the
S LESS THAN 1 O' SEPARATION AND MUST BE APFIOVED IN plans and specs; and certify compliance with the
1 INCH = 50 FEET WRITING BY ENGINEER. 4. REFER TO DETAIL S.12, UTILITY CONFLICT SEPARATION stormwater rules. (15ANCAC 2H 10080))
HORIZONTAL
REQUIREMENTS, FOR ALL SANITARY SERVICE LATERALS. Pe * ' 1 / Y Date
/�
6. ALL PROPOSED FIRE HYDRANTS SHALL BE LC;b ATED AT Y on of V dMi eWy
THE RIGHT-OF-WAY LINE. 5. ALL MANHOLES MUST BE VACUUM TESTED. Sheet a Revis D&tP DtL,22-4-JIT
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Owner:
HCC INVESTMENTS,
LLC
CONTACT.-
3077N. MAINST
HOPE MILLS, NC 28348
[phone]
SOON
Project:
THE
COMMONS AT
BRIDGEPORT
tax Id #: 0426-91-9724
township: Cross Creek
county: Cumberland
state: NC
UTILITY
PLAN
CONSTRUCTION
DOCUMENTS
job no.: P13-084
date: 02/18/14
drawn by: TA
survey by: MR
checked by: JN
sheet no.:
C 02

STORM DRAINAGE NOTES
GENERAL SITE NOTES
1 THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC. THAT MAY BE REQUIRED.
1. ALL PIPE SLOPES AND LENGTHS ARE HORIZONTAL
•
n
DISTANCES TO CENTER OF STRUCTURE.
2.
THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEMATIC IN NATURE AND DO NOT SHOW EVERY OFFSET, TRANSITION,
FA HWY 40 T I
2. CONTRACTOR SHALL REMOVE ALL SEDIMENT FROM
FITTING, ETC. THAT MAY BE REQUIRED FOR A COMPLETE AND WORKING SYSTEM.
POND UPON COMPLETION OF CONSTRUCTION.
3.
THE ENGINEER AND / OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT
3. TOP ON CATCH BASIN LABELS REFERENCE THE TOP
AS SET FORTH IN THESE PLANS.
BACK OF CURB ELEVATION AT STRUCTURE.
4.
CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL PIPING PRIOR TO
CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE ENGINEER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE
7E
TRANSMITTAL LETTER TO THE OWNER.
°
5.
IF DEPARTURES FROM THE SPECIFICATION OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH
DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT
DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF THE OWNER.
VICINITY MAP
NOT TO SCALE
6.
THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED
BY HIM, HIS EMPLOYEES OR HIS WORK. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS.
7.
GEOTEXTILE FABRIC SHALL BE APPRVED BY ENGINEER.
\
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ZONED R-15
CATHERINE L. FAIRCLOTH
TAX PIN: 494760101227
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PRELIMINARY GRAPHIC SCALE
DO NOT USE FOR CONSTRUCTION 0 25 50 100 rules ct uri that the ection eler v confo designer
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HIS DRAWING HAS NOT
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BEEN REVIEWED BY ANY
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$ 317 _ � d.. _ �n
GOVERNMENTAL AGENCY FOR COMPLIANCE WITH ANY b - Date ision of-t
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Owner:
HCC INVESTMENTS,
LLC
CONTACT.•
3077N. MAINST
HOPE MILLS, NC 28348
[phone]
Project:
THE
COMMONS AT
BRIDGEPORT
tax Id #: 0426-91-9724
township: Cross Creek
county: Cumberland
state: NC
GRADING &
DRAINAGE
PLAN
CONSTRUCTION
DOCUMENTS
job no.: P13-084
date: 02/18/14
drawn by: TA
survey by: MR
checked by: JN
sheet no.:
C-03

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DO NOT USE FOR CONSTRUCTION
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HCC INVESTMENTS,
LLC
CONTACT:
3077 N. MAIN ST
HOPE MILLS, NC 28348
[phone]
Project:
THE
COMMONS AT
BRIDGEPORT
tax Id #: 0426-91-9724
township: Cmss Creek
county: Cumberland
state: NC
PLAN &
PROFILE
SHEET #1
CONSTRUCTION
DOCUMENTS
job no.: P13-084
date: 02/18/14
drawn by: TA
survey by: MR
checked by: JN
sheet no.:
C-04

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Construction in accordance with these documents It
required by the stormwater permit. North Carolina
rules requ iro that the stormwater system designer
Inspect during construction; certify conformity with the
plans and specs; and certify compliance with the
stormwater rules. (15A NCAC 2H .1008 (i) )
Permit W, 7 Date-S�e�
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Owner:
HCC INVESTMENTS,
LLC
CONTACT
3077 N. MAIN ST
HOPE MILLS, NC 28348
[phone]
Project:
THE
COMMONS AT
BRIDGEPORT
tax id #: 0426-91-9724
township: Cross Creek
county: Cumberland
state: Nc
PLAN &
PROFILE
SHEET #2
CONSTRUCTION
DOCUMENTS
job no.: P13-084
date: 02/18/14
drawn by: TA
survey by: MR
checked by: JN
sheet no.:
C-05
6

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K' PRELIMINARY
DO NOT USE FOR CONSTRUCTION
THIS DRAWING HAS NOT BEEN REVIEWED BY ANY
GOVERNMENTAL AGENCY FOR COMPLIANCE WITH ANY
APPLICABLE LAND DEVELOPMENT OR OTHER
REGULATIONS.
GRAPHIC SCALE GRAPHIC SCALE
0 15 30 60 0 1.5 3 6
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Owner:
HCC INVESTMENTS,
LLC
CONTACT
3077N. AWNST
HOPE MILLS, NC 28348
[phone]
Project:
THE
COMMONS AT
BRIDGEPORT
tax Id #: 0426-91-9724
township: Cross Creek
County: Cumberland
state: NC
PLAN &
PROFILE
SHEET #3
CONSTRUCTION
DOCUMENTS
job no.: P13-084
date: 02/18/14
drawn by: TA
survey by: MR
checked by: JN
sheet no.-
C-06

j SSMH-12 -j j j 247 I
STA 4+67.44-
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L - - - - - - - - J L---------J
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91.67
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GRAPHIC SCALE
GRAPHIC SCALE
0 15 30 60 0 1.5 3 6
1 INCH = 30 FEET
HORIZONTAL
1 INCH = 3 FEET
VERTICAL
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7
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Owner:
HCC INVESTMENTS,
LLC
CONTACT
3077 N. MAIN ST
HOPE MILLS, NC 28348
(9I0)237--5846
Project:
THE
COMMONS AT
BRIDGEPORT
tax Id #: 0426-91-9724
township: Cross Creek
county: Cumberland
state: NC
PLAN &
PROFILE
SHEET #4
CONSTRUCTION
DOCUMENTS
job no.: P13-084
date: 02/18/14
drawn by: TA
survey by: MR
checked by: JN
sheet no.:
C O■

GRAPHIC SCALE
GRAPHIC SCALE
0 15 30 60 0 1.5 3 6
1 INCH = 30 FEET
HORIZONTAL
1 INCH = 3 FEET
VERTICAL
PRELIMINARY
DO NOT USE FOR CONSTRUCTION
THIS DRAWING HAS NOT BEEN REVIEWED BY ANY
GOVERNMENTAL AGENCY FOR COMPLIANCE WITH ANY
APPLICABLE LAND DEVELOPMENT OR OTHER
REGULATIONS.
Z '+,),
N
TO
ANHiLE
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1+50100 Q0
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STA-0
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DATUM ELEV
225.00
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SSCO-LOT 64
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242
240
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3
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HIGH
POINT ELEV = 242.80
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=12+43.45 (I
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INV IN (6)-230.40
INV IN (4)-229.45 - - - - -
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244
242
240
238
236
234
232
230
228 Approved Shirrrr•alarPa-ndtUorWMRntp
Construcoon in accordance with these documents is
required by the stormwater permit. North Carolina
rules requiro that the stormwater system designer
Inspect during construction; certify conformity with the
plans and specs; and cattily compliance with the
226 slormwater rules. (15A 12H .1008 (j) )
Perri #5W / 30t6. Date
,lllC Divisionno
Sheet#_ Revision Dai -ii f_/c.
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Owner:
HCC INVESTMENTS,
LLC
CONTACT.-
3077N. MAINST
HOPE MILLS, NC 28348
[phone]
Project:
THE
COMMONS AT
BRIDGEPORT
tax Id #: 0426-91-9724
township: Cross Creek
county: Cumberland
state: NC
PLAN &
PROFILE
SHEET #5
CONSTRUCTION
DOCUMENTS
job no.: P13-084
date: 02/18/14
drawn by: TA
survey by: MR
checked by: JN
sheet no.:
C 08

6' Z
�L•85 5 �dl.
Z'6�Z
5 St�Z
2L'26 v :bls
18.62Z
STA- 87.44=� V
8.F105.00
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=0+25.00 j
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INV IN-236.82 Oc
INV OUT-236.77
1
250
248
246
244
242
240
238
E4sSy
234
232
DATUM ELEV
230.00
m
N
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II
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--
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62.25 LF L - - - - -
24" RCP 23 LF
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00 \ 8"RJDIP 8.
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CENTERED WA R IN O
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11 fin - _
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1 +00 2+00i Co
$
33.75 LF
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No 02.73%
s CB-43
V STA-0+73.00 CB-42
JB-07 RIM-245.48 A-2J -
244.95 20�
STA-6+ 7.21
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TOP 75
245.4 2� =2+8 .03
F- YRIM-24 .03
INV(15" 42.46--------� - ----�A - INV( 24113
j N IN 1-241.53 6 INV(24")=240. 7
O 174.75 LF 1 00 ZL Z O
200.70% O
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HIGH POINT ELEV = 245.96
HIGH POINT STA = 1+70.16
P
oo
PM STA = 2+09.98
w
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+�
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3+00
PRELIMINARY
DO NOT USE FOR CONSTRUCTION
THIS DRAWING HAS NOT BEEN REVIEWED BY ANY
GOVERNMENTAL AGENCY FOR COMPLIANCE WITH ANY
APPLICABLE LAND DEVELOPMENT OR OTHER
REGULATIONS.
GRAPHIC SCALE
GRAPHIC SCALE
0 15 30 60 0 1.5 3 6
1 INCH = 30 FEET
HORIZONTAL
t INCH = 3 FEET
VERTICAL
RIM-240. Q�PJO
/ INV-225.9
N
\
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\ 1 N
SSMH-1
\ 5' DOGHOUSE
(W/ CAMLOCK)i U
\ RIM-241.48
� INV 226.97 ,
---=_---------------------------
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- - 273.32LF 8" RJDIP 0 0.60% -----------
_ - - - - v - -- - -----
S STEEL - - - -
- - - - - - - - - - - 216�94 30'OPUBL CDUTILITIINEASEMENT - - -
---------- -
SSMH-2 �
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INV OUT-228.61 _ I V) N
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215.00
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1+00
1+50
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Construction in accordance with those doeUmorris is
required by the stormwater permit. North Carolina
rules requlro that the stormwater system designer
Inspect during construction; certify conformity with the
plans and specs; and certify compliance with the
stormy,- rrules.(15ANCAC2H.1008(j))
Perm p.307 Dates z /Y
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Owner:
HCC INVESTMENTS,
LLC
CONTACT:
3077N. AWNST
HOPE MILLS, NC 28348
[phone]
Project:
THE
COMMONS AT
BRIDGEPORT
tax Id #: 0426-91-9724
township: Cross Creek
county: camberlana
state: NC
PLAN &
PROFILE
SHEET #6
CONSTRUCTION
DOCUMENTS
job no.: P13-084
date: 02/18/14
drawn by: TA
survey by: MR
checked by: JN
sheet no.:
C-09

DEVELOPER/OWNER INFORMATION:
HCC INVESTMENTS, LLC
3077 MAIN STREET, SUITE 201
HOPE MILLS, NC 28348
DISTURBED AREA = 19.45 acres
LIMITS OF DISTURBANCE IS SHOWN.
NOT TO SCALE
EROSION CONTROL
LEGEND
NONSENSE!LODississississ LIMITS OF DISTURBANCE
SILT FENCE
-�-TD- TEMPORARY DIVERSION
TEMP. HARDWARE
CLOTH AND GRAVEL
INLET PROTECTION
p� STONE PROTECTION
OUTLET W/ CHECK DAM
ZONED R-15
CATHERINE L. FAIRCLOTH
TAX PIN: 494760101227
*SEE SHEET C13 FOR DETAILS
**NOTE: ALL pBERMS AND EMBANKMENTS SHALL
SEEDED AND 'NTHMULCHED IMASMSPECIFIED. AND
RIP RAC Pf
DESIGN Q= 63.63 CFS
Vel = 7.82 ft/sec
D50=0.7' (MIN,)
Dmax=1.05' (MIN.)
Apron Thickness = 1.58' (MIN.)
Do = 3.5' 22'
3Do=10.5'
w=25.5'Imin) 25.5'D10.5'
La=22'fmin)
Use Class A Rip Rap with
fabric
SEE DETAIL SHEET FOR CROSS
SECTION.
RIP RAP ECTI LET
VROTDESIGN Q= 23.37 CFS
Vel = 3.46 ft/sec
D50=0.4' (MIN.)
Dmax=0.60' (MIN.)
Apron Thickness = 0.9D (MIN.)
Do = 2.0' D
3D =6.0'
w=15'fmin) 15 6'
Lo=IS min)
Use Class A Rip Rap with
fabric
SEE DETAIL SHEET FOR CROSS
SECTION,
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/ �� DURING GRADING ACTIVITIES. REPLACE WITH - -EACH CATCH BASIN TYGRAVE�PICALIN�Ei - - - - - -
ADING ACTIVITIES. REPLACE WITH O-
`r J GUTTERBUMY (OR EQU& INLET - OUTiERBIIOOY (OR EOUALI INLET I tie - - - - - - - r' .
O ' I PROTECTION PRODUCT AFTER PAVING IS 246 '
3 I - - - COMPLETE. THESE PRODUCTS MUST REMAIN ROTECTION PRODUCT AFTER PAVING IS
V ,I,. coNsTRUCTION NT&ANCE EI0T 2g9,1 N PLACE UNTIL CONTRIBUTING DRAINAGE O 46 COMPLETE. THESE PRODUCTS MUST REMAIN O " 66 14 DAY GROUND
- - - - - 2 IN PLACE UNTIL CONTRIBUTING DRAINAGE
USE 2-3 IN, STONE, 6" THICK, 25 FT. AREAS ARE STABILIZED. � ; STABILIZATION
I WIDE, 50 FT. LONG MINIMUM. CONSTRUCT _ _ - - - - - r - - - a - - - - ,AREAS ARE STABILIZE . -�� • m o REQUIRED
' I RIDGE 6-8 HIGH WITH 3:1 SIDE SLOPES, O J r L J L J PROTEC71 m 5' WADE WEIR _ - LONG POND
-a 15' FROM EXISTING PAVEMENT TO DIVER T I I I s + i I I I F L-235.50
RUN OFF AWAY FROM EXISTING r I I I W O U I I o 5245 S-I
42PAVEMENT ON LAKEWOOD DRIVE. 2 38 19 1722
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BRIDGEPQRT �, NORTH- � - - 2� ,- - - - - /,
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'\,,\ Eu � CONSTRUCTION SEQUENCE l
II I I vrT 1. IT is the responsibility of the developer to inspect or have inspected all erosion control measures no less than once a week and after each run - --L
off producing rain event. Any repairs should be made immediately to retain all control measures. 1. Obtain all plan approvals and applicable permits. Approved erosion control plan,
2. Maintain t vconstructionT permit, NPDES monitoring forms and a rain gauge should be placed on site and
� he gravel pad of the entrance. he entrance should be checked weekly and after each high traffic event. This will
help to prevent sediment from leaving the construction site. Periodic topdressing with 2-3 inch stone may be required. Immediately remove all readily available for NCDENR Inspectors.
-- -
ss--I--ss n SsI SS SS
I 3
PURSUANT TO G.S. 113A-57(2)
The angle for graded slopes and fills shall be no greater than the angle that can be
retained by vegetative cover or other adequate erosion control devices or
structures. In any event, slopes left exposed will, within 21 calendar days of
completion of any phase of grading, be planted or otherwise provided with
temporary or permanent ground cover, devices or structures sufficient to restrain
erosion.
PURSUANT TO G.S. 1 13A-57(3)
Provisions for permanent ground cover sufficient to restrain erosion must be
accomplished for all disturbed areas within 15 working days or 90 calendar days
(whichever is shorter) following completion of construction or development.
PRELIMINARYGRAPHIC SCALE
DO NOT USE FOR CONSTRUCTION a 25 so too
THIS DRAWING HAS NOT BEEN REVIEWED BY ANY
GOVERNMENTAL AGENCY FOR COMPLIANCE WITH ANY
APPLICABLE LAND DEVELOPMENT OR OTHER 1 INCH = 50 FEET
REGULATIONS. HORIZONTAL
\v Iry
zap 51 52 2^� 53
ry \ -_J / 50I I I I I
� ti`'°/ \\ \ I I 246 I I I I I I I ! I I
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7
GROUND
STABILIZATION NOTES
Site Area
Stabilization
Stabilization Time
Description
Time Frame
Frame Exceptions
Penniter dikes,
swales, ditches
None
and slopes
7 days
High Quality
Water (HOW)
None
Zones
7 days
If slopesare 10' or less in
Slopes steeper
length and are not steeper
than 3:1
than 2:1, 14 days are
7 days
allowed
Slopes 3:1 or
7-days for slopes greater
flatter
14 days
than 50 feet in length
All other areas
None (except for
with slopes flatter
perimeters and HOW
than 4:1
14 days
Zones)
**"Extensions of time may be approved b the permitting
Y PP Y P 9
authority based on weather or other site -specific conditions
that make compliance impracticable." (Section ILB(2)(b))
Z06
,. ___ 41 -
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55 56 I 7
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objectionable materials spilled, washed or tracked onto public roads. 2. Prior to any land disturbing activities, Install gravel construction entrance as / / _____L /
3. Inspect sediment traps after every rainfall. Remove sediment and restore to original volume when sediment accumulates to one half the indicated. Entrance will be constructed of 2-3 inch stone, a minimum of 6" thick, 25
ft, wide and 50 ft. long. If the slope towards the r exceeds 2 construct a
design volume. Check the structure for erosion, piping and rock displacement after each significant rainfall. Remove the structures offer the 9 P o e road %, c
construction site has been permenently stabilized and a release has been obtained from the regional ncdenr land resources land quality ridge, 6-8 inches high with 3:1 side slopes, across the foundation, approximately 15
section office. All water and sediment should be removed from the reservoir area prior to removing outlet sections. Sediment should be ft. from the pavement to divert run off away from the public road. SS
laced in a designated disposal area, stabilized and not allowed To flow into streams, ditches or drainage was during the structure removal 3. Install silt fence and stone outlet protection devices around perimeter of site as �� S 1
P 9 P 9 Y 9 S
process. Smooth the basin area to blend with surrounding shown.
p g grade and stabilize.
- -_4. Inspect silt fence at least once a week and after each rainfall. Make an required repairs immediate) Should the fabric collapse, tear or - 4. Construct Sediment Basin, Stone Outlet Protections wy Check Dams, and-
� P Y q P Y� P r. l
_�}`�, , c_
become ineffective, replace immediately. Remove sediment deposits as needed to provide adequate storage volume for the next rain Temporary Diversion Berms. -
' S Rou h rode site
ro
ZDNED
ZDNED
event and to reduce pressure on the fencing materials. Sediment should never exceed half the designed storage volume. g g I 1 --_. _ / / _ /S$
6. Install storm drainage system as designed. Install temporary excavated drop inlet
5. Inspect temporary diversions once a week and after every rainfall. Immediately remove sediment from the flow area and repair the diversion ss '
ridge if needed. When the area protected is permanently stabilized, remove the ridge and the channel To blend with the natural round level protection at each inlet. Add dprap per dimensions and directions shown on plan -T-
9 P P Y 9 9 7. Install water and sewer and other utilities as shown on plans.
and appropriately stabilize it. P
i
8. Install concrete curb and utter as shown on Ions. ,
9 P 6. Inspect hgravel inlet r} wi hardware cloth ande o ection measures at least once a week n after p and a e each rain event. Clear the wire mesh of any
9. Complete grading and paving according To plans. Replace excavated drop inlet --�
debris to provide adequate flow for subsequent rains. Take care not to damage or undercut the wire mesh when removing sediment or protection with "Gutter Budd Inlet r
cleaning. Replace stone as needed to maintain design specifications. P y" protection products at each catch basin or
8. Inspect gutterbuddy inlet protection products at least once a week and after each rainfall. Reposition products as needed to maintain drop inlet as paving is completed. These products must remain in place until
control around the perimeter of the basin. III positioned products will result in sediment deposits into the drainage system. Wiring product To contributing drainage area is permanently stabilized and a release has been A rpy„d Slurr ra�alar F:Ytlt GceUmen
grate is acceptable as a means to keep the product in place. Make sure all open areas of the grate are within the perimeter of the obtained from the local NCDENR Land Resources office. pp
utterbudd product. Cleaning should take lace during d 10. After construction is complete, apply soil amendments on all areas left exposed, Construction In accordance with tnese documanls is
g y p g p g dry periods. Clean the area around the basin when inspection shows debris and required by this storrrwater permit. North Carolina
sediment deposits. Washing of utterbudd products should take lace in a protected area and only during d sow grass seed, fertilize and mulch. Temporary ground cover should be provided
P 9 9 Y P P P y g dry periods. Immediately rules Ito that the stormwatar system designer
replace product at basin after cleaning. If the product shows wear from Traffic, replace immediately. within 7 or 14 calendar days as noted on plans. Permanent ground cover should Inspect during construction: certify conformity with the
9. All vegetated areas will be reseeded, fertilized and mulched as necessary To maintain a dense vegetative cover. Check for damage and be provided within 15 working days or 90 calendar days, whichever period is p lans and specs; and certify compliance with the
washingout of materials after each rain. Repair damaged, bare or arse areas b fillip an shorter, past completion of construction. See seeding schedule for recommended stormwater rules. 15A NCAC 2H .1008 (1) )
p g p y g y gullies, reseeding and mulching. Tacking of
mulch with netting or a tackifier may be necessary in areas of concentrated flow. If vegetation fails to emerge, have a soil test performed specifications. Permit # S y 0-3 Dell
and re-evoulate the choice of plant material. ].I. Remove temporary measures after the lot has been permanently stabilized and Nislon or
10. Inspect mulches after every rainfall to check for rithe threat of erosion no longer exists. b
VLU fill erosion and dislocation of materials. Where erosion is witnessed, apply additional mulch. Revision Dzta � �Jn L _
Mulch should be applied to 100% soil coverage. If necessary anchor mulches by tacking with asphalt, netting or crimping with a mulch 12. Contact the regional NCDENR Land Quality Section office for a final inspection Sheet #
anchoring tool. A disk with blades set neatly straight can be used as a mulch anchoring tool. and close out of project. ,
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Owner:
HCC INVESTMENTS,
LLC
CONTACT.-
3077N, AWNST
HOPE MILLS, NC 28348
[phone]
Project:
THE
COMMONS AT
BRIDGEPORT
tax Id #: 0426-91-9724
township: Cross Creek
county: Cumberland
state: NC
EROSION
CONTROL
PLAN
CONSTRUCTION
DOCUMENTS
job no.: P13-084
date: 02/18/14
drawn by: TA
survey by: MR
checked by: JN
sheet no.:
Cr.1 0

m
0
M
TEMPORARY SEEDING SPECIFICATIONS
PURPOSE
To temposinly stabilize denuded areas Met will not as brought to final grade far a Period of
more than 21 Calendar days.
Temporary seeding controls run off and erosion unfit permanent vegetation or other erosion
control measures Can be established. In addition, it provides residue for soil protection and
seedbed preparation and reduces problems of mud and dust production from bare soil
surfaces during Construction.
IF] 9Ytl19LNIr11-11F
Complete grading before preparing seedbeds and install all necessary erosion control
practices, such as dikes, waterways and basins. Minimize steep slopes because they make
seedbed preparation difficult and Increase me erosion hazard. R soils become Compacted
during grading, loosen them or a depth of 6 - 8 inches using a ripper, hanow or chisel plow.
Liming -Apply lime according o soil test recommendations. If me pH of the soil is not known
ana application of rounds agricultural limestone at the
pp 9 g e ale of 1 to i Yz ons/acie on
coarse-texaretl Mote and 2-3 tons/am on foe- i oxared see is usually sufficient Apply
limestone uniformly and incorporate into the lop 46 inches of soil. Soils wit a pH of 6 or
higher need not be timed.
Fertlizer-Base application miss on snit tests. When these are not possible, apply a 10-10-10
grade fertilizer at a 700-1000 Ib/acre rate. Both femlizer and lime should be incorporated into
the op 4.6 inches of soil. If a hydraulic seeder is used, do not mix seed and fertilizer more
than 30 minutes before application.
Surface roughening -If recent tillage operations have resulted in a loose surface, additional
roughening may not be required except to break up large clods. If minfell causes me surface
to become sealed or capped, loosen ft just prior o seeding by Making, taking, harrowing, or
other suitable methods. Groove or furrow slopes steeper than 3:1 on the concur before
seeding.
PLANT SELECTION
Select an appropriate species or species mlxare from welding tables at nght
SEEDING
Evenly apply seed using a cyclone seeder (broadcast) drill, cuffipacker seeder or
hydroseuder. Use seeding miss given in tables at right. Broadcast seeding and
hydroseeding am appropriate for steep slopes where equipment cannot be driven. Hand
broaticasling is not recommended because of the dea lty in achieving a uniform
distributor.
Small gains should be planted no more man 1 inch deep, and gasses and legumes no
more than Y inch. Broadcast seed must be covered by raking or chain dragging and then
lightly armed with a roller or culbpacker. Hydroseeded mixtures should include a wood fiber
mulch.
MULCHING
The use of an appropriate mulch will help ensure establishment under normal conditions and
is essential to seeding success under hamh site conditions. Hash site dandithoninclude
:
-seeding in aall for winter cover (wood floor mulches are not considered adequate for
his use)
-slop
-excessively ea steeper than 3:1
axcessivey hot or dry weather
adverse soils (shallow, rocky, or high in day or sand)
areas receiving concentrated flow
If the area to be mulched is subject to concentrated water flow, as in channels, anchor mulch
with netting.
MAINTENANCE
Reseed and mulch areas where seedling emergence is Poor, or where erosion occurs, as
soon as possible. Do not mow. Protect from tragic as much as possible.
REFERENCE: NO Erosion and Sediment Control Planning and Design Manual - Practice
6.10
TEMPORARY SEEDING RECOMMENDATIONS FOR LATE WINTER AND EARLY SPRING
SEEDING MIXTURE:
Rye Install1201blacre
Annual Lespedeza - 501b/ecre
-Omit annual lespede ce when duration a temporarycover is help extend beyond June.
SEEDING DATES
Mountains - above 2500 ft.: Feb. 15 - May 15
below 2500 ft : Feb. 1 - May 1
Reactant- Jan. 1 - May i
Coastal Plain - Dec. 1-Apr. 15
SOILAMENDMENTS
Follow recommendations of soil test or apply 20001b/acre 0 pp y ground agnwlomi limestone and 75 ILVacre
10.10-10 fertilizer.
MULCH
40001b/acre strew. Anchor straw b tacking with asphalt, neffin Or a mulch anchori tool. A disk
APPy Y 9 P 9 rig
with blades set tea straight Can be used as a mulching sod.
riY g 9
MAINTENANCE
Refertilize R growth is not fully adequate. Re dl referdlize and mulch immediately following erosion or
other damage.
TEMPORARY SEEDING RECOMMENDATIONS FOR FALL
SEEDING MIXTURE:
Rye rain-1201Ism re
SEEDING DATES
Mountains -Aug. 15 - Dec. 15
Peidmont - Aug. 15 - Dec. 30
Coastal Plain - Aug. 15-Deo. 30
SOILAMENDMENTS
Fallow recommendations of soil test or apply 2000 fivacre ground agricultural limestone and 750 laacre
10-10-10ferflizer.
MULCH
Apply 40001aacre straw. Anchor straw by tacking with asphalt, netting or a mulch anchoring tool. A disk
with blades set nearly straight can be used as a mulching tool.
MAINTENANCE
Repair and referglize damaged areas immediately. Topdmss with 50 two= of nitrogen in March. If R is
necessary to extend temporary ground rover beyond June 15, overoeed with 50 Ib/acre Lespedeza in late
February or earl Martin.
early
TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER
SEEDING MIXTURE:
German Millet -401b/acre
SEEDING DATES
Mountains - May 15 - Aug. 15
Piedmont - May 1 -Aug. 1
Coastal Plain - Apr. 15 - Aug. 15
SOIL AMENDMENTS
Follow recommendations of soil test or apply 2000 Iblacre ground agricultural limestone and TOO laacre
10.10.10 fertilizer.
MULCH
Apply 4000 Heaae straw. Anchor straw by acting v41h asphalt netting or a mulch anchoring tool. A disk
with blades set ready straight can be used as a mulching tool.
MAINTENANCE
Refemlize if growth is not fully adequate. Reseed refenilize aA mulch immediately following erosion or
offer damage.
REFERENCE - NC Erosion and Sedimentation Control Planning and Design Manual - Tables 6.108, 6.10b
6.10c.
er
19-gauge hardware
NCDOT #5 or #57
washed stone
clolh.(Y4 mesh openings)
Sided posts
I T�4' maximum spacial
I II
NCDOT #5 or #57
washed stone "�\\
-
CONSTRUCTION SPECIFICATIONS
ry
1. Unifonny grade
tle a shallow depression appro
the inlet.
2. Drive 5-foot steel posts 2 feet into the ground
surrounding the (oot. Space posts evenly around the
'ti)
2�
perimeter of the inlet, a maximum of 4 feet apart.
an
3. Surround the posts with wire mesh hardware cloth.
Secure the Wire mesh to the posts at the top, middle
and bottom. Placing a 2-foot flap of the wire mesh
under the gravel for anchoring is recommended.
4. Place coon gravel (NCDOT #5 or 457) on a 2:1
slope with a height of 16 inches around the wire, and
smooth to an even grade.
5. Once the contributing drainage area has been
stabilized, remove accumulated sediment. dispose
of properly and establish Final grading elevations.
6. Compact the area properly and stabilize with
Filtered
Water
groundcover.
MAINTENANCE
Inspect infers at least weekly and offer each
significant (6 inch or greater) rainfall event. Clear the
Hardware Cloth L Gravel Inlet ProtecBon
mesh wire of any deans or other objects to provide
adequate Flow for subsequent rains. Take care not to
damage or undercut the wire mesh during sediment
Reference: NC Erosion and Sedimentation Control Planning and Design Manual - Practice 6.51
removal. Replace stone as needed.
Construction
8' max standard smmi fabric w/wire feriae
1. Construct the sediment barrier of standard strength or extra
6' max eta Moral fabric w/o wire fence
strength synthetic filter fabrics.
Steal
Plastic or
2. Ensure that the height of me sediment fence does not exceed 24
Post Z
We Ties
inches above the ground surface. (higher fences may impound
volumes of water suffecient to cause failure of the sturdure.)
WireT
11
3. Construct the filter fabric from o continuous roll cut to the length
Fence
of the banierto avoidjoints. When joints are necessary, securely
.
fasten the flod roth only at o support post with 4 feet minimum
overlap to the next post.
4. Support standard shegth filter fabric by we mesh fastened
-
securely to the upslope side of the posh. Extend the wire mesh
support to me bottom of the trench. Fasten the whe reinforcement.
Fs Na rural
then fabric on the upslope side of the fence pat. Wire or Plastic zip
...
...
Grou id
ties should have minimum 50 pound tensile stregfh.
5. When a wire mesh support fence is used, space posts a
Ricer Fabric
maximum of 8 feet apart. Suppp t posh should be driven securely
'
into the ground a minimum of 24 inches.
L8"
6. Extra strength filter fabric with 6 feet post spacing does not
down 3 4"
require mesh support fence. Securely fasten the filter fabric directly
forward along
to post. Wire or plastic zip figs should have minimum 50 Pound
Wire the trench
tensile strength.
Fence
7. Excavate a March approximately 4 inches wide and 8 inches
Steel Z Fitter
seep along the proposed line of posts and updope from the
Post
Backfill trench and
ban*.
SFabric
compact
8. Place 12 inches of the fabric along the bottom and side of the
thoroughly Natural
trench.
Natural
Ground --v
1l`
Ground
9. Backfll the french with sal placed over the fiber fabric and
compact. Thorough compaction of the backfiil is anxious to sill
fence performance.
10. Do net attach filter fabric to existing trees.
upstage
MAINTENANCE
C_
I. Inspect sediment fences at least once a week and after each
For
rainfall. Make any required repairs immediately.
2. Should the fabric of a sediment fence collapse, tear, decompose
w become ineffective, replace it promptly.
_
3. Remove sediment deposits as necessary to provide adequate
storage volume for the next rain and to reduce pressure on the
fence. Take care to avoid undermining the fence during deanout.
4. Remove all fencing material and unstable sediment deposits ono
bring the area to grade and stabilise it after the contributing
Sediment Fence
drainage area has been properly stabilized.
Felarmc.: NO friction antl swimenlafian Cori Rennin, ant cosign Manual Pmctc, 662
PRELIMINARY
DO NOT USE FOR CONSTRUCTION
THIS DRAWING HAS NOT BEEN REVIEWED BY ANY
GOVERNMENTAL AGENCY FOR COMPLIANCE WITH ANY
APPLICABLE LAND DEVELOPMENT OR OTHER
REGULATIONS.
�Op
PveJ/
AGGREGATE- I
SIZE = 2"-3"
PERMANENT SEEDING SPECIFICATIONS
PURPOSE
To reduce amskm and decease Moderate, yield from disturbed areas, and to
permanentlystabllire such areas in a mother tat Is economical, adapts to site
occarb rsand allows selection of the .9aPPro appropriate PeMri a als
Areas to be witilved wM erranem tin p ,ftetea must aeseeded crplanted within 15
wonting days or 90 calendar days aRerflnel grade is readied, whldiever penal is
ahader.
PLANT SELECTION
Sae table at right Use mnMetl seed for pennament seeding whenever passible.
Certified seed Is impeded byte Name Contra Crop Improvement Association.
Labeling of ...OW seed Is required by law.
SEEDSEO PREPARATION
total flocfloci mechanical erosion mrill proo
thave before eeedirg, and compete
grading acmNing a the aPPmvatl plan.
Lime and fertilizer needs should bra determined by.I1 testa. When eofl test are not
m aliable, follow retes suggested on table at right. Application rates usuaally fall Into
Me Following ranges:
u3mund agricultural limestone
Leavy-tdursocaycoils:,- i3 f rice.
Heavy -textured, clayey arils: 23 onelaacre
ae
-Fenner
Grasws10-10-10 euhisme)
(a%leiturne mixtures: 800.1200blacal 5-10-10. Apply lime and NNlhaer evenly and Incorporate into to top 446 inches dsoil by
asking Motor wall team. Coal machinery on to contour. When using a
hydrometer, lime and fernmer W a tough, loose surface.
Ytl . apply 9 ,
unif
Cam wedged organ b breaking u large kln Into a month Wale Papa dope and ra s Y 9 P g g
wide, m l (slopesless open 3:1). Fillinorlevetdd that has
collect
water. Broadcast seetl Into a ireehly Loosened seedbed tat has not been sealed by
rattail.
MULCHING
The see of an wprppnaa mulch will help enure eetalishment under normal
mndiWns ant Is essential to sewing... ufder heap site conditions. Harsh site
condition Indutle'.
elopes steeper tan 3:1
-eueea.1, hot ordry weather
- Yefd a race (shalow, cocky, or high in day or Monti)
-areas receiYing water flow
if to area to be mulched Is subject to comeMmtad water, flaw, as in channels, anchor
mulch with netting.
IRRIGATION
MdsWm is a Mial for cad seetl erni g moon sur Meadle as stands in d 9 9
Supplementaldde a pme can be ve r. n euutln adequate stands in d seasons
9 vary Pkr g eq dry
or ro apeetl development Of roll cover. Water applicatian rates must be carefully
ha tr l tl n prevent remand. Inadequate or exmselve amounts pfweler can be more
namdul tan n0 upplemeMMl watt.
MAINTENANCE
Carol a stand of vegetation cannot be determined W be fully estaalshad unr0.i
corer has been maintained for one full year past planting. Impact seadetl areas for
failure and make nemssa m im an ry pe tl reseedinga will the same season, R
passlae.
Reseedln9-If. a wdwI half tadegpme, corer, reevaluaa choice of Want materials antl
compares of lime and budget. Re-eabblisii the stand alter seedbed preparton or
over-seetl the stand. Consider seeding temporary, annual species If to lime of year a
not appropriate for permanent seeding.
It Me vegetation fails to grow, have sal tested to determine d scull or nutrient
imbal. Is responsible.
Femllarson-On are typical disturbed site full establishment usually requires
monaural in to second growing wawn. Fine turf mount, annual maintenance
Ndilizetion. Use wit toads flpossible orfolbw the guidelines given For die specific
seeding.w m.
REFERENCE- NO Erosion and Sediment CoMroI Planning and Design Manual -
Paccce6.t1
FOR WELL4 MNED SANDY LOANS TO DRY SANDS, LOW
MAINTENANCE
MIXTURE:
Pensacola Rotational - 501b/acre
Serwas lespedeza-301b/acre
Common Bemruds,ress -10 Warm
German millet-10 Waco
SEEDING NOTES:
i. Where a neat appeamnco is desired, omit senora.
2. Use common Bevnudagress only on isolated ages wham ft
cannot become a pest Bmmudagmss may be replaced wit 5
licaars con8pe legid ss.
SEEDING DATES:
Apr 1 - July 15
SOILAMENDMENTS
Apply lines and fertilizer according ro soil teats, or apply 300
ground agricultural limestone and 5001aacre 10.10-10 fardizer.
MULCH
Apply 400 Iblacre gain strew or equivalent cover of another
suitable mulch. Anchor by unde with hen nrvi or or
Y sg asp rig 8
by cnmping wit a mulch anchoring root. A disk wit blades set
neatly evaiga can bra used ore a mulch anchoring rod.
MAINTENANCE
Rann ize the foliovrkig Am it wit 50 Mom nitrogen. Rapt ar
grown requires. May be mowed only once a year. Where a neat
appearance Is desired d omit senora and mow as often as neede
REFERENCE - NC Ero&on and Sediment Cord Plannln and
9
Deal9 nManual Table 6.1 It
WELL to POORLY ORAINED SOILS wish GOOD MOISTURE
RETENTION: LOW MAINTENANCE
MIXTURE:
Tell Fescue- 80101acer
Pensacola Bethiewas. -N Hoare
Santa leepadeza - 3011
Kobe lawaideza-101aam,
SEEDING NOTES:
i. From Sept.1 - Mar. 1, use propertied senora seed.
2. On poo ly drained sites omit sedow and Increase Kobe to 30
laacre.
3. Wham a near appearance is matted, omit serkaa and increase
Kobe to 401blaae.
NURSE PLANTS
Samoan Apr. Augr. 15 and Au 15 rm add 10ltrywor Gean millet cer 15
laacre Sudangass. Prior to May 1 or after Aug. 15, add 25 Homes
rye (gain).
SEEDING DATES:
Eady sprang - Feb.15-Ma .20 fi eu) Fea.15 -Acr. 30 (possible)
Fall - Sept. 1 -Sept. 30 (best) Sept. 1 - Oct. 21 (Possible)
SOILAMENDMENTS
Apply lime and fenilim, wmar, to it toad, m apply 30005000
lance ground agricultural limestone (use the lower rate on sandy
soils) and i000 laacre to-10-10 famber.
MULCH
Apply 40001aacal grain straw or wukvalent corer of another
suitable mulch. Archar by tack v, Win asphalt, roving or netting or
by cdmWrig wit a mulch anchoring too. A disk wit blades set
lean straight can be used as a mulch anchoring tax,
MAIMENANCE
If growth Is Nor tan fully adequate, reamlize In the second year,
according to wit tool or topdress wMh NO shams 10-1out 0 fertilize,.
Mow as needed when writes Is omgled from to mixture. Reseed,
ferfill. antl mulch damagetl areas immetlietely.
REFERENCE - NO Erosion and Sediment Control Planning and
Design Manual, Table 6Alp
TOPSOILING
Construction Specifications
Materials
1. Determine whether the quality and quantity of available topsal justifies selective handling, Quality
topsoil has the following characteristics:
a. Texture -loam, sandy loam, and silt loam are best: sandy clay loam, silty clay loam, clay loam, and
sand are fair. Oo not use heavy cloy and organic soils such as peat or muck for topsoil.
b. Organic matter content - should be greater mall S%by weight.
C Acidity - pH should be greater than 36bofarelmitg, and liming is required
uired if it is less than 6.0.
. solube salts - shouldbeless than Fall
e. Sodium - sodium absomoration shapes
be less than 12.
2. The depth of material should be at least 2 inches. Soil factors such as rock fragments, slope, depth to
water table, and layer thickness affect the ease of excavation and spreading of topsol.
3. Generally, the upper part of the soil, which is richest in organic matter, is most desirable, however,
material excavated from deeper layers may be worth storing it it meets the other chard listed above.
4. Organic soils such a mucks and pests do not make good topsol. They can be identified by their
extremely lignt weight when dry.
Stripping
PP 9
1. Strip topsoil only from those areas that will in tlepth is by moo, but d filling, v varies
building, or
compaction by equipment. A 4-6 inch shipping depth is common, but depth vanes depending on the site.
Determine depth of shippingb takin it cores of several locations within each ores to be shipped
P Y 9w o
Topsoil depth generally varies along a gradient from hilltop to foe of the slope. Put sediment basins,
tliversions and other controls into place before slipping.
Stockpiling
I. Select stockpile location to avoid slopes, natural drainage ways and traffic routes. On large sites,
respreading is easier and more economical when topsoil is stockpiled in small piles located near areas
where they wit be used.
2. Use sediment fences or other loam where necessary to retain sediment.
ors e c ry
3. Protect topsoil stock its 1 'n on as aside no more than 21 calendar says so e b era oranl seeding as so
P P Y P Y 9 Po
after oc formation of the stockpile.
4. If stockpiles wall not be used within 90 days they must be stabilized with permanent vegetation to control
erosion and weed growth.
Site Preparation
1. Before spreading topsoil, establish erosion and sedimentation control practices such as diversions, bents,
dikes, waterways and sediment basins.
2. Maintain grades on the areas to be topsoiled according to the approved plan and do not alter them by
adding topsoil.
3. Where the pH of the existing subsoil is 6.0 or less, or the soil Is composed of h l bays, incorporate
agricultural limestone in amounts recommended by soil test or specified for the seeding mixture to be
used. Incorporate lime to a depth of at least 2 inches by doing.
A. Immediately prior to spreading the topsoil, loosen the subgrade by disking or scantying to a depth of at
least 4 inches, to ensure bonding of the topsoil and subsoil. If no amendments have been incorporated
loosen the soil to a depth of at least 6 inches before eareatling the topsoil.
spreading To kl
P 9 Pao
1, uniformly distributedeto topsoil vminimumcam acted depth ar us sand flinches on
YP P P Pe
flatter slopes. Todeterminethevolume of topsoilrequiredfor applicationto variousdepths, use Table
6regul Do not the surface
topsoil while it is howl re muddy other o the wgrade a wet a how. Correct any
irregularities in the surface that result from topsdling or other operations to prevent the formation of
depressions or water pockets.
2. Compact the to soil enough to ensure contact cosh the underlyingsoil but avoid excessive
p p g e d a good co ac
compaction as it increases run off and inhibits seed 9ertvinahed. tight packing with a roller is
recommended
an where hag t will not e m turf is to be dace established.
3. On slopes and areas that a blot log mowed, the surface may be left rough after spreading topsoil. A
disk may ps used to promote bonding at the interface edNre p the topsoil antlare to .
4.m After topsoil application, follow procedures for seedbed preparation, faking care to avoid excessive
cooing of topsoil into the subsoil.
TABLE 6.04 a Cubic Yards of Topsoil Required for Apptication to Various Depths
DEPTH (inches)
Per 1000 sq. ft.
Per Acre
1
3.1
134
2
6.2
268
3
9.3
403
4
12.4
536
5
15.5
670
6
18.6
804
Reference: NC Hosion and Setlimentation Confrol Planning and Design Manual,
Practice 6.sM
PURPOSE
To protect work areas from umfope.naff and to divert son iment4oden water o approprade
Compacted
three or stable outlets.
Soil \
2-ft min
DESIGN CRITERIA
Drainage area - 5 acres or less.
Capacity - peak runoff from 10i storm
'E
Fj
Ridge Design -
sl
Side slope: 2:1 or gaffer
3:1 or flatter where vehicles crass
Top Width: 2 ft. minimum
Freeboard: 0.3 ft. minimum
Settlement: 10% d total fill height minimum
Channel Design -
6-Rtypical
shape: parabolic, or V shaped
b
r
side slope: flattezoitlal
or flatter
3:1 or flacros Flatter where vehicles s
Grades - Either a uniform or a gradually increasing grade is preferred. Sudden depresses in
TEMPORARY DIVERSION
grace accumulate sediment and should be expected to cause overtopping. A large increase
in grade may erode.
Temporary diversions designed to Function 1 year or more, or they may be Constructed anew
at the end of each day's grading operation to protect new flit. Diwmlons that are to serve
longer than 30 working days should be seeded and mulched as soon as they are constructed
to preserve dike height and reduce maintenance.
Coate
Wherever feasible, build and stabilize diversions and Outlets before inMafing other
Aggregate
\ _
Iand4sturbing activities..
r' 3y j
i
l y l. � 'esi2gr„ E
F\O`N
/
CONSTRUCTION SPECIFICATIONS
s 5h !1 ., i m
1. Remove end pmourly dispose of all trees, brush, stumps and other objectionable
material.
2. Ensure that the minimum constructed areas section meets all design requirements.
'
3. Ensure that the top of the dike is not lower at any point than the design elevation plus the
specified settlement.
-.
4. Provide sufficient room around diversions to pernit machine regrading and desnout.
9' typical
5. Vegetate the ridge immediately after Construction, unas It will remain in place less then
(- �1
30 working days.
MAINTENANCE
TEMPORARY DIVERSION (FOR VEHICULAR CROSSING)
Inspect temporary dwenwns at least once a week and after every himself. Immediately
BERM
remove sediment from the flow area and repair the dhretion ridge. Carefully check outets
TEMPORARY DIVERISIOIN
and make timely repairs as needed. When the area protected is pemranently stabilized,
remove me dope and to channel to blend wit me natural ground level and appropriately
(NOT TO SCALE)
stabilize it.
REFERENCE - NC Erosion and Sediment Control Planning and Design Manual - Practice 6,20
FLOW/s,Filter [loth
CHECK DAM DETAIL
SHOWN ON THE INLET SIDE OF
STONE OUTLET
ifT of NCDOT #5 or #57
washed stone
Class B Riprop _
a?�
CHECK DAM
WEIR LENGTH = 3,0 FT.
MINIMUM
STEEL POS
WDOT #5 OR #57
WASHED STONE
2' max, at
center e h
NI] MINIM
DETAIL OF STONE PR❑TECTI❑N
OUTLET WITH CHECK DAM -
(V U
T
S-ONE ❑ULETOPROTECTION
Table 6.14a Mulching Materials and Application Rates
MATERIAL
RATEPERACRE
QUALMY
NOTES
Organic Mulches
straw
1-2 tons
Dry,uneho ed
Should come from wheat or oats
unweathered, avoid
spread by hand or machine; must
weeds
be tacked down_--_
--_-_
Wood chips
-
5-6 tons
Air dry
Treat with 121bs nitrogen/ton.
Apply with mulch blower, chip
handier, or by hand. Not for use in fine
turf.
Wood fiber
0.50-1 tons
Also retained to as wood cellulose
May be hydroseeded. Do not use in
hot dry weather.
--
Bork
35 cubic yards
_
Air dry, shredded a
_____
Apply With mulch blower, chip handier
ham ter -milled or
a b hand. Do not use asphalt tack.
Y p
chips
---
Coco stalks
4-6 ions
_ -
Cut arshreddedin4-6
A with mulch blower or hand.
Apply y
inch lengths
Not fa use in tine Curt_
Sence ,
1-3 tons
Green or dry: should
I e
contain mature seed
seed -bearing
ng
stems
Nets and Mats
------_------_-_.--____
Jute Net
Cover Area
Heavy, uniform: woven
Withstands wotedlow. Best when used
of single jute yam
with organic mulch.
Fiberglass net
Cover Area
Withstands woferflow. Best when used
With organic mulch.
Faceaior Mot
Cover Area
Withstands watedlow.
Fiber)
_(Wood
Fiberglass roving
0.50-1 tons
Continuous fibers of
Apply with a compressed air ejector.
drown glass bound
Tack with emulsified asphalt at a rate
together With a non-
of 25-35 gal 000 sf
-a9-n1---_-
---_--to-i
Chemical Stabtllzet
-
Actual
Follow manufacturers
Not beneficial to plant growth
Aerosproy
instructions
Curasol AK
Pertoset Sit,
Tema Tack
Crust 500
Genaquo 743
M-145
REFERENCE: North Carolina Erosion and Sediment Control Planning and Design Manual Practice 6.14
3d
Construction Specifications
CUT SLOPE ROUGHENING FOR AREAS NOT TO BE MOWED
1. Star -step grade or groove cut slopes with a gradient steeper than 3:1
2. Use stair -step grading on any erodible material soft enough to be ripped with a bulldozer. Slopes Consisting of soft rock
with some subsoil are particularly wiled to stale -step grading.
3. Make me vertical cut distance less than the horizontal distance, and slightly slope the horizontal position of the "step" in
towed the vertical wall.
4. Do not make individual vertical cuts more than 2 feet in soft materials or more than 3 feet in rocky materials.
5. Groove using any appropriate implement that can be safely operated on the slope, such as disks, Fliers, spring harrows or
f front-end leader bucket. D not make such Groover less than 3 inches des nor more than 15 inches apart.
he teeth on a ho c ot aerie buc e o g p P
FILL SLOPE ROUGHENING FOR AREAS NOT TO BE MOWED
1. Place IF ropes with a gradient steeper than 37 in lifts no to exceed 9 inches, and make sure each fiff is property
compacted. Ensure that the face of the slope consists of loose, uncompacted fill 4 fo 6 inches deep. Use grooving to
roughen the face of the topes.
2. Do not blade or scrape Pe the final No face.
CUTS. FILLS AND GRADED AREAS THAT WILL BE MOWED
1. Make mowed slopes no steeper than 3:1.
f shallow grooves normal fiRn disking, borrowing or use of cuM ocker-sdeedec More the final
2. Roughen hose areas s a grth ant g. g. g p
pass k any such tillage implement such
m the contour.
3. Make grooves, formed d such implements, close together (less man 10 inches) and not less than I inch deep.
4. Excessive toughness is undesirable where mooring's planned.
ROUGHENING WITH TRACKED MACHINERY
machinery t n f avoid undue compaction of the soil surface. Taal a
1. Generally
haste with hacked acts o sandy wk o w
9 ery rh P n9 9
not effective the terra roughening methods described. Operate tracked machine u and down the do el a leave
o rat a act a as O u P machinery P dope
9 Y 9 9
i its L D not back -blade during the final radio operation,
o leave horizontal depressions n e 5a O b epre rig grading Pero
SEEDING
Immediately seed and mulch roughened areas to obtain seed germination and growth.
Maintenance
Periodically check the seeded slopes for rills and washes. RII these areas slightly above the original grade, than reseed and
mulch as soon as possible
REFERENCE: North Carolina Ericson and Sediment Control Planning and Design Manual, Practice 6.03
/ ROCK BAG
ROCK BAG/ TUBE OR CURB INLET GRAIN FILTER INSTALLATION
GENERAL INSTALLATION REQUIREMENTS: (SEE INDIVIDUAL MANUFACTURERS FOR DETAILS INSTALLATION INSTRUCTIONS)
is INSTALL THE INLET PROTECTION AS SHOWN ABOVE EACH
END OF THE TUBE SHOULD BE SECURED AT BACK OF BASIN.
a THE TUBE SHOULD BE CLEANED IF A VISUAL INSPECTION SHOWS SILT AND DEBRIS BUILD
UP AROUND THE TUBE.
or TO REMOVE THE TUBE, UFT OUT OF THE OPENING.
ROCK BAG / GUTTER BUDDY CURB INLET PROTECII
ROCK BAG/SEDIMENT FILTERING BAG SPECIFICATIONS
BAG MATERIAL• HI DENSITY POLYETHYLENE -COVERING FIBER MATRIX BLANKET
NTERIOR IR 3 PEA GRAVEL
WEIGHT (DR LBS
eKUSE A FrOWER WASHER OR STRONG HOSE FOR CLEANING"
FLOW TEST RESULTS
FREE FLOW WATER (NO DEBRIS) 30 GPM
SAND 29 GPM
TOP SOIL 28 GPM
CLAY 24 GPM
Section A -A
OUTLET TO FLAT AREA WITH NO WELL DEFINED CHANNEL
NOTE:
In both figures, the thickness of ripmp is a shown in plans
(minimum thickness is 1.5 Times the maximum stone diameter.
CONSTRUCTION
1. Excavate subgmde below design elevation to allow for thickness of fitter and ripmp. Install
Flores tp minimum thickness of 1.5 finres maximum stone diameter. Final structure should be to
lines and etevations shown in plan.
2. Construct apron on zero grade. If there is no well defined channel, cross section may be level
or slightly depressed in the middle. In a well defined channel, extend ripmp and fitter fabric to the
top of the bank or as shown on plans. Blend riprap smoothly to the surrounding land.
3. Apron should be Straight and property aligned with the receiving stmam. If a curve Is necessary
to fit silo con ttions, curve the apron near the upstream and.
4. Compact any fill used in the subgrade to the density of surrounding undistrubed material.
Subgrade should be smooth enough to protect fabric from tearing.
5. Instal a confinur us section of extra strength filter fabric on smooth, compacted foundation.
6. Protect fitter fabric from tearing while placing ripmp With machinery. Repair any damage
immediately by removing ripmp and installing another section of filter fabric. Upstream section of
fabric should overlap downstream section by a minimum of 1 fL
7. Make sure top of ripmp apron a level with receiving stream or slightly below It. Ripmp should
not restrict the channel or produce an overall.
a. Immediately following installation, stabilize all disturbed areas with vegetarian as referenced in
seeding schedules.
EXAMPLES OF ROCK BAGS:
ROCSOC BY MARATHON MATERIAL. INC.
SILT SIFTER BY POLLUTION SOLUTIONS. INC.
EXAMPLE(S) OF CURB INLET FILTRATION TUBE
GUTTERBUDDY BY ACE ENVIRONMENTAL
CATCH-ALL BY MARATHON MATERIALS, INC.
h
I
Section A -A
OUTLET TO WELL DEFINED CHANNEL
No
Overfall
Filter Fabric or
Filter Blanket
MAINTENANCE
1. Inspect ripmp outlet structures after heavy rains for erosin at sides and
ends of apron and for atone displacement
2. Make repairs immediately using appropriate atone sizes. Do no place
stones above finished grade.
3. Repair any damage to filter fabric by removing the riprap and placing
another piece of filter fabric over the damaged area. All connecting joints
should overlap by at least one foot. if the damage to the fabric is extensive
replace engre filter cloth.
OUTLET STABILZATION STRUCTURE
(not to scale)
REFERENCE: NC Erosion and Sediment Control Planning and Design Manual, Practice 6.41
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Owner:
HCC INVESTMENTS,
LLC
CONTACT,'
3077N. MAINST
HOPE MILLS, NC 28348
[phone]
Project:
THE
COMMONS AT
BRIDGEPORT
tax id #: 0426-91-9724
township: Cross Creek
County: Cumberland
state: NC
EROSION
CONTROL
DETAILS
CONSTRUCTION
DOCUMENTS
job no.: P13-084
date: 02/18/14
drawn by: TA
survey by: MR
checked by: JN
sheet no.:
C-11

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C.
1. CONTRACTOR SHALL REPAIR ALL SEWER LATERALS AND WINS DAMAGED DURING
B. OROBSINGAWATER IMIN OVEftABEWER: WHENEVER IT IBNECE334RY FORA
CONSTRUCTION. THE CONTRACTOR SHALL INANIMATELY REPORT ALL SEWER MAIN
WATER MAIN M GROSSOVERA3EN£R MAINMTERPI. THE WATER MIN SHALL,
AND LATERAL BREN(S TO THE POOL PROJECT CWRCHNATOR THE CONTRACTOR
BE UIDAT SUCIf AN ELEVATION THAT THE BOTTOM OF THE WATER MIN IS AT
SHALL INITIATE IMMEDIATE REPAIRS IN ACCORDANCE WITH PWC BTANDAgpS,
LEAST IS INCHES ABOVE THE TOPOF THE SEWER M WILATERAL. UNLESS
2. SEWEREDCUISTEWINµAMANHWESLATLL Be INSTALLED UTIL121NGAPWC
LWAL OROITIONS R SARRIERS PREVENTION 18 INCH VERTICAL SEPARATION-
IN WHICH CASE BOTH THE WATER MAIN AND SEWER MAINMTERAL SHALL BE
APPROVED CUT$HEEL INDICATING INSTALLATION DEPTH.
CRSTRUCTE° OF FERROUS MATERIAL AND WITH JOINTS tIUTME
3. TRANSFER OF SEWER SERVICES SHALL BE ACCOMPLISHED AS FOLLOWS:
EW NALENT TO WATER MMN STMMROS FRA DATMM OF IB FEET R
EACH S'DE OF THE POINT OF CROSSING.
A. INSTALL AND TEST NEW MAINS, WNHOLE9, All LATERALS. CLEWCUTS SHALL
BEINSTALLEOIM'INSIDE RNJ RLE980THERWI9E DIRECTED BY MAC.
C. CROSSING WATER MAIN UNDER A SEWER: WHENEIERITI3NECESSARYFRA
B,CONNECT EXISTING PLUMBING TO NEW LATERAL UTILIZING WE NECESSARY
WATER MAINTO CRRSUNDER pSEWER "BILATERAL. BOTH THE WATER WAR
FITTINGS AS DIRECTS Y DIRECTED PWC.
C. AFTER ALL SERVICES HAVE BEEN TRANSFERRED TO THE NEWMAIN,THE
AND THE SEWER MAINMTERAL SHALL BE CONSTRUCTED OF DUCTILE IRON
EXISTING SEWER SYSTEM SHALL BE ABANDONED IN ACCORDANCE WITH PNC
WTERPLANOWITHMIMS EOUIVALEWTO WATER MAIN STANDARDS FORA
OISTANLE OF t0 FEET ON EACH SIDE OF THE POINT OF CRRSING. pSECTION
REQUIREMENTS,
OF WATER WIN PIPE SHALL BE CENTERED AT THE POINT OF CROSSING,
4. WHEN THE EXISTINGLIT NOT TO BEABANDONED,THE CONTACTORS SHALL
UNCOVO.
MAIRC AND BOTHL
LAND OABANDOVE
CR°SBWO STORM DRAINAGE LWEB: A MINIMUM OF 24-INp1E9R VERTICAL R CFL
CERAMICS
THEU USING CURANCLU
THEEXISTINGC IEIONOUT AND WMBINIOTX)N. AND PLUG THE UTERgLT°gHA.yWN
COMAL BINATION. PLUGTHT LATERAG TO
SHALLBE MAINTAINED BETWEENASEWERMAINhATEFAL
CROSSING UNDER ASTORM MANAGE DUCTILE 'AM PIPE IS
TARE CLD SERVICE.
USED.IFDUCTILE IRON PIPE ISUSED,AMINIMUMS SF
MINIMUM OF
5. ALLTHE HE TO ANY OEBRIS TERIFL
SEPARATION SHALL BE MAINTAINED, UNLESS OTXEIYSE APPROVEDBY PYJC,
ACTIVE SEED
FROMSEWERENTERING THE RSYSTEM UP TANCE FTHENHER
UPON PTANCEOFTHENEW
SEWER SYSTEM, CONTR3EJlERSYSTEM
SEWER SYSTEM, E CO ORSHALLCIFAN THE NEW MAINS, REMOVE KL
DEBRIS. AND THEN REMOVE THE PLUG.
N REMOVE THE
6. SEPARATION REQUIREMENTS:
A. L!GT SEPAMTR%OF SEWERS ANO WATER "NO: WATER MAINS SHALL
BE UIDAT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWER
MAIRLAMM UNLESSLOCALCONDITIONS OR BARRIERS PREVNA 10.FCOT
LATERAL SEPARATION- IN WHICHCASE
I. THE WATER MAIN IS LAID IN ASEPAPATE TRENCH. WITH THE ELEVATION
THE BOTTOM OF THE WATER MNN AT LFAWSi ISOF18INCHES ABOVE THE TOPOF
THESEWERMpINMTERALR
II. THE WATER MAIN IS _AID IN THE SAME TRENCH AS THE SEWER
MNNMTERAL WITH THE WATER MAIN LOCATED ATONE SIDE ON A BENCH
OF UNDISTURBED EARTH AND WITH THE ELEVATION OF THE BOTTOM R
THE WATER MAW AT LEAST 18INCHES ABOVE THE TOP OF ME SEWER
MAINMTERAL
GENERAL NOTES PUBLIC WORKS COMMISSION NO, DATE REVISION
SANITARY SEWER UTILITY CWOR COMMISSION
SHEET rvo. DWG, NO. S.1 END. BY: FWc WATER RESOURCES
I OF1II II
ENGINEERING DEPARTMENT
DATE: JM.Ot m14 APPROVED BY: J.E.G.
2. ALLPVC FRnEM-ROROP B. 8'OLIMANHOLE3BOLSOMFORALLDPoPS-AND
NEW SANITARY
STRUCTUB SIULL BESDRSPVCWR GREATME4DVMEMR µOMEN3ORMOREPOTWAS
SEWER
A SOLVEMW EMERMANHOLES
ELOJOINS WRH4'INTEwM OROP3.NOMOB
3. MANHOLES GREATER TEAR IT IN DEPTH SHALL THAN FOUR I I.M. DROPS AB ALLOWED IN AS
A
XAVEMIN,S'IXTENDEDBASE. MANHOLE.
]. NO MORE TINNa FW RINCN fATEMLS di 3.9VIHCX
'
a. DROPSTRDCRIR E SXALSE PLACED WHERE WTERAS BXAL ENTER A 4' 04AIElER IENMIHA
1'X1/0'STAINLE50
BETWENRVERETXCEE ERIICPL DROP MPNNIXE. NOMRETN µ3UTEMLB EG4RDLESS OF
R
STEEL STRAP
BETWEEN INVERTS F%CEE052.W'. SEE PIPE SEE) SHALL EWER ALL OTHER4'DIAMETER MANHOLES.
SLIDEWTNLSERDROPS LESS WAR WV ALL,ATERAAINNE SSHLM INDMOVALTROUGH6'
PLAN
VERTICALSEPARATON, DUMETERMANHOLM SHALL 8E USED IF IWASOVE
CON DMONSAMBOTMWTHEIATERALINVERTSXALLBE
SR35PVCSWTEE
pTTXE TOPOF iNE3XELF.
FLEXIBLE BOOTCONNEClE01
® B.NOMRETHANSLATERALSSHALEMERAS 10 CONNECTRSTOEXISNNGMWHOLES
DNMETERTERMINAMANHOLE.
TO MH CORN SB EXP. RING \
SHALL HAVE CORE µD TOOT ONLY
® S. FIFX BOOT SHALL BE CONNECTED TO MX. WRX UNLESSAPPROVEDWHERVAMBYPNC
NONSHRINKRWTSEAL 1
I
STAINLESS STEEL EXPANSION RING. FLEXIBLE PROJECTCWRpINATR.
1
BO3r CONNECTOR68NPLLLRFORMlOg3TA 11.pLLMANHME6SH4L BE VAGUDM
SDR26 PVC -- - \ 1
I
GB95PEC. TESTEDINAWRMNOEW/PWC
O'MIN 13'MA%.-
SrµMApS
FOR TRANSITION FROM °.I. TO PVC -- �, \`.
USEACSOG BELLXSDR26SPJGOT
I \ \
I
SWIEE-
ADAPTOR.
I IT i, T
G ATMIN.
SDRX
\
COMPACTED N0.5T OR N0.5 -
GROUT SEXED - _
STONE FROM UNDISTURBED -,
-1-
SO IL TO SPRINGiINE°F PIPE
FD0.TwW31nON F.%^.MO.LTO-
'
AS DIRECTED Br TYc
FMIN.
PVCUSEAC BELL XBRID
n rMIN
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4 J4'
SPIGOTADAPTR
1119' STAINLESS STEEL STRAPS
'SR28PVO
FLEnBLEBWT
CONFORMING M THE PIPE ANCHORED A �: $u
.
-L
WITH STAINLESS STEEL ANCHOR BUTS
AND WEDGE ANCHORS, 2 STRAPS L''?. 4.
MINIMUM, WRAP
X x
.DR 28PVC --II
PUCE STMPB WITHIN iLRT SAND &�J
-�,,-r S.
WITHINTRISEND. ALLOTIERSTBAPS q,-,
j
SHALL BE3O.c. /
71C -
S31PIP8-
SDR35SWPVCIKBENDTOWARD _'/-Z,06I'
X
�I
INVERT WT. BEND SHALL BE
SWVABENO
iY/k> 50R35
PLACED ON TOP OF SHELF. t1,F (�_•i,J"i
CONSTRUCT TRCRGHRTROF Jy
.p
)Ir-Ip." Y,yy'I?-
SHELFTODIRECTDISCHARGEIN
Lyi�$.
t `Y
IT I"I'.
THE DIRECTION OF FLOW. 1 1
1 IIII�IIIC -
SECTION"A-A"
INTERIOR DROP STRUCTURE
PUBLIC WORKS COMMISSION
NO,
DATE
REVISION
GRAVITY SEWER MAINS 8 LATERALS
n TS.
FAYETTEVILLE, N.C.
3
JAN OB
BODED NOTES 6,7 00
SHEET No.
OWG.NO. S',•j
DWG. BY: PWC
WATER RESOURCES
�
4
NOV. US
REVISED FITTING MATERIAL
t OFt
GATE: JAN.01. m14
AvfROVED BY: JEc.
ENGINEERING DEPARTMENT
5
JULY 12
REVISED NOTE55fl8 HUB ON INV.
f 0MIN. HOw2pWgL
O SE TER BETWEEN WATER
M
AND RATION DTW
Is- MINIMUM SEPARATION
BETWEEN BOTTOM OF WATER
AND TOP OF SAN SEWER
OTHERWISE BOTH THE
& LATERAL WATER M41N SHALL
SE DI. IF WATER MgIN IS EX,
ONLY MIKE SS LATERAL DI,
SEWER
MAIN
WMINIMUM BEPARpION F%I$TING
BETWEEN BOTTOM R STORM STISTING IN
ANOTOP OF SAN SEWER
OTHERWISE LATERAL SHALL
BE D.I.
10' MIN. HORIZONTAL
SEPARATION BETWEEN WATER
AND SEWER OD TO OD
I B'MINNUMSEPARATION
BETWEEN BOTTOM OF WATER
AND TOP OF AM SEWER
OTHERWISE, BOTH THE
UTERALSWATERMINSHALL -
BE DI. IF WATER ANN 15 EX,
ONLY MAKE SS LATERPI DI.
SEWER
MAIN
201495DmpmRREV_1 HB ,
1P MIN. HOPS
SEPARATES
AN08EVEM
�,,r_CLEANOUT SHALL BESET EXISTING $TORM GEMS
TO GLEN. INDICATED
ON RgNS GAS
yI EX UNDERGNWNO
CROSSING IN ACCORD WITYI
ELEDIED
REQUIREMENTS
FOR UNDERGROUND
ELECTRICAL J }1� %�T/)/E�% _
CROSSINGS � 1-----�1 / / / �
AND TOP OFRAN BE WER^ SEWER � . CLEANOUT SHALL BE SET
MAIN TO GLEN, INDICATED ON FLANS
iB'MINIMUM SEPARATION 18"MINIMUMSEPggATIR
BETWEENBOTTOMR WATER BETWEEN BOTTOMRGAS
ANDAND TOP OF SAN SEWER
TOP R SAN SEWER
LA OTHERWISE, BOTH THE
26'MIEENBCREP TI ARA R
UTEML d WATER MAIN 3�'�
WATER MAIN 3 BETWEEN BOTTOMRSTOPMgND
2 BEDL IF WATER MIN IS IX., TOP OF SrW.BEWER, OTHERWISE
/ /1 XDAS ONALLY WKE SS LAMPAL 01. LATERAL SWILL BE 0.1.
EXISTING 1.LVEMHCAAND HORIZONTALSEPAMTIONSHALLBEIN
UNOERRWND ACCORDANCE WITH STATE BGULAMONE
EUSIRIC
CLFANOW SHALBESET 2_WE SWISHES SHOWN ARE FORINFRMATIRA PURPOSES
TO ELEV. INDICATED ON PLANS ONLY.
3. THE CONTRACTOR SHALL BE REQUIRED TO VERIFY ALL SAWING
UTILITIES BOTH HORIZONTALLY AND VERTICALLY AT EACH
CRRSING IN gCCROWITH CROSSING PRIOR TO WNSTRUCTIONRUTERAL TO ISSUES
R-91 .ENT. F ORUNDERGROUND PROPER CLEARANCES ARE M4 WIOWfio
ELECTRICAL CROSSINGS
d. AL PIPE BEND1OMUC SµDMAXNUMBEROFBENS$
INSTALLED ON LATERALS SHpLI BE APPRISED BTTHEPROJECT
;COORDINATOR PRIORTOINSTALUTIR OF BENOOR EXTENDING
1B' MINIMUM SEPARATION THE LATERAL FROM THEBAIN.
BETWEENSOTTOMOFGM
ANDTOPOFSANSEWER 5,ALREWIREMENTSFRSEWERUTEMLNOTMMDDEMW
2P MINIMUM SEPARATION SHALLBEAPPLICABLE.
BETWEEN BOTTOM OF SEALER B. REFER TO UNDERGROUND ELECTRICAL DETAILS FOR ADDITIONI
AND TOP °FWORK LBEDILOTHERWISE
LATERAL SMALL BE DI. INFORMATION WHEN CROSSING UNDERGROUND ELECTRICAL
FACILITIES.
UTILITY CONFLICTSEPARATION PUBLIC WORKS COMMISSION No. DATE REVISION
REQUIREMENTS
FAYETTEVILLE,
LE N.C.
BIT,'
.�B
I
MOs
SED NOTESt MO6
sBEr NO.
DwG. NO. 5,12
DWG. BY: PNC
WATER RESOURCES
z
ovlB
DDSO NOTE RDI LATEwNs
1 °F1
GATE: JAN.M.2oB
APPROVED BY.
ENGINEERING DEPARTMENT
3
R10
DDEDUTERAdWMSEPAMTION
2014512 UTIL CONFUCTMp
NOTES:
1. ALL MATERIALS SHALL BE APPROVED BY
PWC. SEE DWG. W 4 SHT 2OF 2 FOR
METER BOX LID DETAIL.
2. METER BO%SHALLNOT BE LOCATED
WHERE H-m LOADINGS CAN IMPACT BOX
OR COVER.
3. FOR I -
WATER LATERAL INSTALLATION
SEE PWC DETAIL W.2
4..WSi/;BU,NO
PLAN
- 17-W16" -JI - 12,W6- I
4_ i
21-1&16'--,_---__.- ---- le,ve"-..--- _._J
ELEVATION "g I
ELEVATION)
ELEVATION VIEW
1-INCH METER BOX DETAILS
N.Te,
SHEET NO. CWO'N°" W.4
1 Of 2 DATE: JAN. Oi, 2U14
PRELIMINARY
DO NOT USE FOR CONSTRUCTION
THIS DRAWING HAS NOT BEEN REVIEWED BY ANY
GOVERNMENTAL AGENCY FOR COMPLIANCE WITH ANY
APPLICABLE LAND DEVELOPMENT OR OTHER
REGULATIONS.
CAST IRON FRAME d
CWERSEEMTAIL
-
MAt(3)4'. 12)B',R
FLEXIBLE BUTYL RESIN
(1)YGRgDE RIN35 ®-�
- SEALANT OF RUBBER GPS NET
JOINT. MANUFACTURER INSTALLED POLY
SEE NOTE I3.
/ PROWLENE COATED
Nv 4
f
®
__
STEP OVER INVERT
--
24'
OUT SEE STEP QUAIL.
U
_
K
DINT
SEALER
SEAL INSIDE ANDOUTSI
OUTSIDE
� JOINT WITH SET MORTAR
E
Fvo�
SMOOTH FINISH
FINISH
s
-,
LIFT HOLES THAT E MD THEIR THE
- -- WALL SHALL BE SEALED WITH
B_
NONSHRINK GROUT, LIFT HOLES TEAT
XAV E PVC MPS THAT OO NOT EMEND
F �
THRU THE WALL SHALL NOT REWIRE
bo
j
GROUTSFAUNT.
c�-e'
E 4r MIN.
_
Nu SEE CHART
- -
1.
FI E%. BWT
1.- 1EDC BOOT
CONNECTOR
CONS BRICK AND MORTAR INVERT
a
PLACED IN FIELD TO X4 HEIGHT OF
3
OUTLET PIPE. SEE SHELF DETAIL.
L
---REINFRCING SEE CHART MOVE
SEE CHART
__. SEE NOTES
tT
mJ,.._
_ _ B'MIKMMM.M.NOST
STONE
!-'
//UNDISTURBEOSUSGRME
AROUND PIPE AT \
ENTRANNULU3
ENTRANCE WIT:
NRSHRINK
GROUT.
STANDARD
MANHOLE
PUBLIC WORKS COMMISSION
N.T.S.
FAYETTEVILLE, N.C.
SHEET rvo.
DWG. No Sp
DWG. By
Pwc
WATER RESOURCES
Zdpft
10
DATE: AN. 01,m14
MPRovsO Bv'. JEc.
ENGINEERING DEPARTMENT
PAC RING µ0 COVER SEE
DETAIL (2 TTPE9 GF RING µ0
COVERAPT!°)
_ _CM0. GRADE RING MAX. 3 ) V, (2) S' Ofl (1) 2'. SEE NOTE
11
._.SEAL LIFT HOLES
-- JOINTSEALER
1- SEAL MOUND PIPE
- -'SEE SHELF DETAIL
FLEMBLEEPpMRUSBER
BOOT
- SANITARY SEWER (OUT)
--NO 57 STORE
REVISION
SEATED STA ADDED NOTES 1117
3 rDEDSHEEI2CF2
201452 STANDARD MANHOI F Ma
m CM LINKS
2 STAINLESS STEEL
( )
NOTES;
SEE DETAIL
2 CPMLWKS
O -ROLL PINS 1R' DIA
MANHOLE FRAME µD COVER TO BE MACE OF GRAY
/' %1�,
CAST IRON CONFORMING T
. I-LETTERINGCLASS
ByASTE GAMPEGUFNCT
35. MANVFACNREp BY BIOME MANVFACTIIBR
'F r",
AC-CAWNGS SHALL CONFORM TO THE SH4PE D
W
-(2)PICK BARS (% A
pIMENSIONS SHOWN. THEY SHALL BE CLEAN AND
'
SEEDETIL -/^-
PEBECT, MRUT BLOW OR SAND HOLES OR
® ®
\'(V
ANY DEFECIB AND TENDING TOIMPIRTHEIR
T O
STRENGTH. NO FLOGGING OR STOPPING OF
NOP
❑
DEFEcnvE HD LES WILL BE PERMITTED.
y
ED
2. OWINGS SHALL. B LYIPMNIEDAND SHALL HAVE
9 ® W © O
©
////,////,CCCK����
THE LETTERS
CAST TWO CEE0.CETTERS SHALL BEIWJSED DTARY R•
CLEARLYWSIBLE,
r - "('�C
3, MANHOLESINGANO COVERSHALLMIRSTANDH2O
CDYER_FA�
VEHICULAR TRAFFIC.
NTS.
I
-mm DIA
4, MINIMUMAVERAGE MIGHT: PLUS OR MI NUS 5%
FUN EA UB3., coVER,ea Les., DwT 315 LB5.
t e
,� W, r:
5. BRFORgiEO COVERS WILL NOT BE ALLOWED
bb
RIIBBERj
11
^7
GASKET CAM LOCK
�ri
�
0. SUPPLY SOCKET FORTIIUIING CM! LOOK
ING C
m'°VL
���"-""-
MECHANISM. ONE SWKET PROJECT,
- --
1-I-
CAM LOCK DETAIL_
\ -NTS
T. USE OF WNCBTE GRADE
wNG3PAE NOT
ALLOWEO, UNLESS APPROVED BY THE AND
Tr
T SILLS' n
PROJECTCWRBINAT00.
COVER SECTION
MIS
T N
l
S. TEIS DETAIL IS TO BE USED ON ALL MANHOLES
4&i,S%4 ; i NU.I,t, ,�
LOCAlEOW31LE OF FAVED AREA.$ UNLESS
OTHERNSEAPPROVED.
j 2TWB'2]4/iMDA
A -_
1 1 k :try y
V
9, BFERTOCETML9ITFORINSTALUTONOF
A"'CIA Be ROD
VENT STACK
I_�I--:Ire�1H---I(
PICK BAR AND
GASKET GROOVE DETAIL_.
x.r.b. _
C
APPROVED CASKET
MATERUL
COVER
=4.OW,
n'T S'
. [ _241/r 01A
�- 4EASR'ONHUTSTINLESS STEEL BOLTS
L WM%EWE ANCHORS. (SCOW THBPITS
3a•°w, __
MANHOLE RING AND COVER
PUBLIC WORKS COMMISSION
No.
DATE
REVISION
WITH WIPER GASKET B CAM LOCK
FAYETTEVILLE, N.C.
REVISEDNOTE A RAME
1
JDLM
SHEET no.
DWG. NO. DWG. BY: PWC
S'6
WATER RESOURCES
2
z
Dec oe
RALA-
EVISERAMD DIMENSIONSR
AFF'-
1oFt
ENGINEERING DEPARTMENT
DATE: JAN. m. m1a IMPBoveo ev: J.Ec.
JULN
REWseD NOTes NE
2014SSRINGCOVE
NOTES
1. ALL EXCAVATIONS SHALL COMPLY WITH THE TERMS AND
CON°HIRS OF THE CONSTRUCTION STANDARDS FOR
SEE PAVT PATCH DETAIL FOR
"GAVATIRS IN OSHA'SAMTYAND HEALTH REGULATIONS
LAST T OF FILL IN PAVED AREAS
FOR CONSTRUCTTCN, CHAPTER XVI I DF TITLE N. CM PART
L
19M THE COST ACTOR SHALL HAVE A COMPETENT PERSON
T9
PACED TO DENSITY
ON THE JOB AT ALL LTIMES AND EMPLOYAPRGFE9310 NA
AB DETERMINED BY ASTM C088
ENGINEERTO ACT UPON ALL PERTINENT MATTERS FTX O E WORK
2 BEDDING MATERIAL QUANTITIES AB CALCULATED BASED
ON TIEFOLLOWINGTRENCH WIDTHS L. MATERIAL SHALL
il
r L
REGARDLESS INSTALLED OF PIPE MATERIAL.
FOR4VRCPNIO=B',0=8'
1
�'•-
FOR4TRCPNIB=5'.0=5'S'
Y, _Tfl
II.
_ }L
FR 30'RCPNIBJ'-0'.D�'S'
�'
-
FOR M'RCPNIBJ', D-JL-
FR1S'PVCNI.-3. D=3
UNDISTURBED SOIL-'
I
II
FOR15'PVCNIB 3.0.3'
FORITPVLNIS=2',0=-T1
- -
FS'PVppIB4 0 -0'
_
1.
3 MATERIAL BE GRANULAR LFAN.COARSE
BACWLL SHALL BE PLACED IN
B' UYERSAND COMPACTED
2
PEA GRAVEL;,' R WELL G3RAND CRUSHED ROCKHALL
PLACED IN LAYERS NOT TO EXCEED 5' LOUSE LETS FOR
TO 00%MA%IMUM DENSITY A9
DEMRWNEOBYAWMp900
w�
f,
:Dm
THE FULL WIDTH OF THE WRIGHT
T012'ABOVETOP OF PIPE
•
T.("�,
4, BEDDING MATERIAL SHALL BE INSTALLED AND PAID FOR IN
ACCORDANCE WITH THE FOLLOWING CHARTTO PRODUCE
SELEOTBEDDINGMATEflML -
r ^
3.y'F,y
J'T ^A
_
-I
CLASS BBE001NG.
NOOVERAGEALLOWEDBE
_�
FOR B'PIPE OBTyB3HL OF PIPE
NOTE 4
� (MIN 4')
FOR 12-PIPE AS,13M OF PIPE
FOR 15' PIPE I IASAL OF PIPE
SUBBASE SHALL BE UNDISTURBED
hS _ _ - _
MAX(DW2)
FOR B' PIPE.1303AL OF PIPE
FOR 24' PIPET503110F PIPE
SOIL MERE SOIL I6 DEEMED _
FOR30'PIB.1SyE3/ROFPIPE
UNSUITABLE BY THE KW MCC SEE
PIPE OIq_
-.
FOR W PIPE 25yCM OF PIB
AUTHORIZED AREA SHALL BE UNDERCU"
FOR 4T PIPE 32yE3rR R PIB
AND BACKFILLE° WITH SELECT BEDDING
I
FOR4W PIPE.36,J OF Pin
PITE
MA' 4N TAVTMORI2E0 RNL. AREA 0
AS GNOERCUT LE0
B
- - - - -
SEE NOTES I A2. y
5. BEDDING MATERIEL SHALL EXPEND TO VNDISTURBEOTR NCX
E
AT CpWMCTQ49IXPENSE LYRH
ONES DONE SER WITH
WALLS AND TRENCH SOTTOM.OVEMGE OF REWIND MPTERIPL
SELECT BEDDING MATERAL.
WILL NOT SE PAID FOR UNLESS SPECI ICALY APPROVED BY
THE PROJECT REPRESENTATIVE AND SHALL ONLY BE PAID
FOR IN THE AMOUNT OF THE AUTHORIZED QUANTITY,
B, BEDDING MATERIAL SHALL BE PROPERLY ROODEOARWNO
WE PIPE HAUNCHES,
]. CONTRACTOR SHALL USE TRENCH BOX SHRING IN ALL OPEN
CUTS INPAVEDAREM TRENCH WIDTH SHALL BE NANTAINED
AT THE MINIMUM PRACTICAL WIDTH.
SEWER BECDING
PUBLIC WORKS COMMISSION
fI
No.
°ATE
REVISION
N.T.B.
FAYETTEVILLE N.C.
1
MN OS
O sEon TEs
SHEET No.
DWG.rvo 5.13
AAG. er. PM'C
WATER RESOURCES
1 GF1
°ATE JAN012014
AIPRovED ar: J.E.c.
ENGINEERING DEPARTMENT
TOP VIEW
SOLID LID
1-INCH METER BOX LID
N Ts.
° SHEET NO, � N0. W 4
2R2 DATE' JAN. 01. 2014
UNDERSIDE
2014-S13SEWERBEDDINI
Mil-VMtINMETERBR,M, (
2014W41 N METE Ew[
a°TPs:
13. CONCRETE GRADE FUNDS SHALL NOT BE USED FORABOVE
1. PRECAST REINFORCED CONCRETE MANHOLES SHALL BE IN
GRMNADJUWMENTS0..,OUTFQ1AREAEL USEOFGFADE
ACCORDANCE WITH ASTM tA]B,
RING AREALLOWMLEINYgROAgEABANDPAVEMENT,WHERE
THE RING AND COVER AREATGROUND LEVEL.
2. MINIMUM CONCRETE COMPRESSING STRENGTH SHALL BE 4AE PSI,
14, THE MINIMUM SLOPE ACROSS THE INVERT OF THE MANHOLE
3, MANHOLES GREATER THAN 1Y DEPTH SHALL HAVE MINIMUM B'
SHALL BE I%. UNLESS OTHERWISE APPROVED SY END,
EXTENDED BASE.
15, THEEXTERIOR MANHOLE RISERMINTS, INCLUDING WE JOINT AT
4, FUGU LE BUTYL RESIN) IN O TSEALANi SHALL 3E IN ACCORDANCE
THE CONE, SHALL BE SEALED ON THE OUTSIDE BY AN APPROVED
ARHASTM C990, RUBBER GASKET JOINTS SHALL BE IN
JOINT MAP. THE WRAP SHALL BE IN ACCORDANCE WITH PWC
ACCORDANCE WITH ASTM C44 3,
SBCIFIMTION3,
S. FLEXIBLE EPDM RUBBER T B00 CONNECTORS SHALL BE IN
18. °LEBWTFO 4 H R INCH UTEpALS. SHOULD ITBE
- ACCRDANLESSTEEAST. CS23SLM By MANUFACTURER
NEC
NECESSARY TO INSTALL MINCH UTEMLINTO A MANHOLE THE
WITH RING
RING AND iP%E-0UP CLAMP
RUBBER OCOT THAT THE LATERAL I5INSERTED I W O SHALL BE
CONNECTION MAIN SHA
MAIN SHALLCOMPRESSIONBE
LL BE BY LON FACTOR WITH
T
CONNLESSS
SECURELY FASTENED TO THE CORE HOLE BY UTILIZING A
STEEL
STAINLESS STEEL PIPE CLAMP.
STAINLESS STEEL DAN° THAT IS TIGHTENED USING p JINX DNA
TORQUE WRENCH (DIRECT NNE} BOTH STANDARD 412EAND
8. CONNECTIONS TO EXISTING MANXOLFSBE BY SHALL
so
ME BCOTSAREALLO`NED. THE TORQUE WRENCH SHALL
INSTALLING AFLEC BOOT CONNECTOR DO
CONNECTOR
MANHONOT
BESUMUEDBYTHEMANRACfURER, NOOTHERTYPEBµDS
ALLOW DEBRIS TO
NOT ALLOW DEBRIS TO ESTER $VSTEM.
OR METHOD R SECURING THE BWT TO THE MAN. BHALLBE
ACCEPTED.
T. MORTAR SHALL BE QUICK SETTING, NON -SHRINK GROUT MIXED IN
ACCORDANCE WIiN MANUFACTURER'S RECOMMENDATIONS.
FOR FOUR(4) INCH BOB m LATERALS, THE PIPE OUTSIDE
DIAMETER RANGE OF THE BOOT SHALL BE 15INCHES TO12S
8, MANHOLE STEPS SHALL BE IN AWRDANCE WITH ASTM G78AND
INCHES,
RHA REGULATIONS, ALIGN STEPS WITH INVERT OUT.
FOR FOUR (4) INCH DUCTILE IRON LITERALS, THE PIPE OUTSIDE
9, PRECASTINVERMARENOT ALLOWED, STANDING WATERIN
DMMETER RPNGERT HE BWTSHALL EITHERBEAS FOR VCR
INVERT OF MPNXOLF IS NOT ACCEPTABLE.
4 251NLXES T04,81 INCHES.
10. VERTICAL DROPS BETWEEN THE INFLOW PIPES AND OUTFLOW
IN ALL CASES, THE SCOT SHALL B TIGHTENED ON THE LATERAL
PIPES SHALL RECUM THE FOLLOWING:
BY MEANS OF A SINGLE STAINLESS STEEL STRAP.
A. GREATER THAN 283EE DROP STRUCTURE
DETAIL (MIN. 5' DIAMETER MH REQUIRED).
THE LATERAL INVERT SHALL RE AT THE TOP OF ME SHELF.
e. 1' TO 2.5' SEE PIPE SLIDE DETAIL.
C. LESS THAN I' SEE MORTAR SLIDE DETAIL.
t]. NO MORE THAN 4, FOUR INCH LATERALS R 3. SIX INCH UITRALS
SHALL ENTER A 4' DIAMETER TERMINAL MANHOLE. NO MGM
11. AN ECCENTRIC CONE SHALL BE UTILIZED ON ALL MANHOLES.
LATERALS (RARMHOLES. SEE)SHALLSHALL
UNLESS OTHERWISE APPROVED BY NVC,
OTHER DIAMETER
OTHER 4' DIAMETEfl ARMHOLES. PI.L LATERALS SNAIL HAVE AN
AL
INDIVIDUAL TROUGH. 5' DIAMETER MANHOLES SHALL BE USED IF
12. INVERT ON PUNS IS TO MANHOLE CENTERLINE
THE ABOVE CONDITIONS ARE NOTMET.
18. NO MORE THAN 5 LATERALS SHALL ENTER A S'DIAMETER
19, USE OF TEEWY ON LATERALS IS NOT ALLOWED.
20, ALL MANHOLES SHALL BE VACUUM TESTED IN ACCORDANCE
WITH MO STANDARDS,
PUBLIC WORKS COMMISSION
NO
DATE
REVISION
STANDARD MANHOLE
FAYETTEVILLE, N.C.
I
tN8
REATEDDETAIL, ADDEDNC
SHEET No.
DWG. NO. S,2
pWG BY: PWC
WATER RESOURCES
2
TH3
EVISE NOTES-R-13 S.
2 ofz
paTE: JaN. M, mi4
AIPROVEDeY: .LEG.
ENGINEERING DEPARTMENT
2014 WANDARDMANHOLE.
NOTES:
IQ' GRACE 00
1, COPOLYMER POLYPROPYLENE PLASTIC
STEEL REINFORCEMENT
WFPSHALLBEPUCEIWOD
MM STRUCTURE85O' DEPNI R
GREATER
2. STEPS SHALL BE INSTALLED BY
(�
M JXUFpCNRERANO9XALL BE
V
ALIGN EOOVEA9TRUCNB INVERT
our.
3. DIMENSIONS SHOWN AB i0 CONVEY
"A
THE OESIBO SIZE OF THE STEP. STEPS
SECTION -A"
OFSIMILAR SIZE AND CONSTRUCTION
MAY BE ACCEPTABLE PROVIDED
MATERIAL SUBMTRALISAPPROVED
BYPWC.
4. WMRINS OF CONSTRUCTION AND
METHOD OF INSTALLATION SHALL BE IN
ACCORDANCE WITH OSHA STANDARDS
µOASTMc<r8.
SERRATED TREADS WIDE ENOUGH
IT
-_-._ PLAN VIEW
_. _..
n �
FRONT VIEW
1 " MANHOLEWA
6-MIN, W ISOMETRIC VIEW OF STEP
SIDE VIE
STRUCTURE STEP PUBLIC WORKS COMMISSION NO. DATE W,SKK4
N.T.S. FAYETTEVILLE, N.C.
Owc. No. S.g DWG. eY: PJJc rW{,i
SHEET No WATER RESOURCES
1 OP1 DATe: JAN. D1, 2o1a APPRovED BY: J.E.G. ENGINEERING DEPARTMENT
2.7
TO FIND 'EH ENTER CHART AT LEFT WITH EFFLUENT PIPE SIZE
AND ENTER PIPE AT TOP WITH INFLUENT PIPE SIZE. 'E' DISTANCE
IS POINT OF CONVERGENCE OF COLUMN AND ROW.
D2
4' I.
B . 0.L, 2...-
1 IS
0
24 2L0] 2I.11 22,00 23_00 23.T5 N.50' m�00
WHEB 5' MH IS REQUIRED AW IQ' TO 'E' DISTANCE TOACCOUNT
FOR THE ADDITIONAL V OF SHELF SLOPE.
NOTES:
1. SEE SYNC STANDARD MANHOLE AND
PIPE SUDS, MORTAR SLIDE AND
SHELF DETAILS FOR AMITNINAL
INFORM Ol
2, THE TE' DISTANCES INDICATED ARE FOR
CONNECTION TO AN EXISTING MIMIC
AND ARE THE MINIMUM DISTANCE
ALLOWABLE
3. WHFRESANITARYSEWEROUTFALLS
AND MAINS AB BEING CONSTRUCTED
THE TOP R THE EFFLUENT PIPE AND
THE TOP OF THE INFLUENT PIPE SHALL
BE AT THE GAMES ELEVATION UN
LESS
NOTH
W NDITIR3 ARE MORAINE TO THIS
PRACTICE.
MM,:OR LATERAL
MR: SLOPE
4'@2.OE%MIN.
6'Mll.67%MIN .WIN
O' 02DEB MIN MTEML
g'®R.40%MIN.
tYN022%MIN.
15' Q 0.15%MIN
10' p12%MW.
MH CONNECTION DESIGN GUIDE PUBLIC WORKS COMMISSIONNoft P REv1s1R
NTS, FAYETTEVILLE, N.C.
Dwc.NQ 5.16 DWG. ev: Fwc
SHEET No. WATER RESOURCES
oF1
C
DATe JAN. CH zD 1I APPROVED BY: J.E.G.
ENGINEERING DEPARTMENT
2014S 1B PENETRATIONDETAI
1. CONTRACTOR SHALL REPAIR ALL WATER LITERALS AND WINS DAMAGED DURING
B. CX°BMI°AWAT NINE OVER ASEWER: WHENEVER IT IS NECESSARY MAIN
CONSTRUCTION. THE CONTRACTOR SHALL REPORT IMMEDIATELY ALL WATER MIN
WAWFMAIN TO NOW OVER A SEWERMANMTERL, THE WATER MEIN SHALL
AND LATERAL 5RE445 TO THE END PROJECT COORDINATOR. THE CONTRACTOR
BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN ISAT
SHALL INITIATE IGAN DATE BPAIRS IN ACCORDANCE WITH PWCSTANDARDS.
-,HE UNLESS LCCM_
CONTRACTOR SHAL NOT OPERATE PWC WATER MAIN VALVES WITHOUT PWC
CE DMONSORSABOrs
W
APPROVAL AND SHALL COORDINATE ALL VALVE CLRINGS'MTH PWC.
W BOTH
MACH CASEHTHE%ATER NrW SEWER AINAALSEPARHALL E
MIN AND SEWER MMENTS. AL SHALL BE
;TILE IBM INACC ROATER
DUCTILE IRON IN ACCQiUµCE WITH PWC REQUIREMENTS.
2, THE SHALL NOT USE SE OF
ANTOTHERMENTS
BLOW MIH DOMESSE TIC
BLOW OFF WHIR ALLOWS pOMFSTIC WATER CONTAINING SE DIMENTSORNIGH
WATER CONTAINING SEDIMENTS OR III
C CATERING WATER MAN UXDFA p BEINEA: WHENEVER IT IS NECESSARY FORA
To AWTHRUDAMAGES RESIDENTS METERSTHECONRR
LEVELS OFCIBLEFO
BOW WATER
WATAND
RR SHALL MUCTILE
BE BSPoNwENT$PLUMBMMAGESM,RESULTING FROM
ALL WATER TO
WATER TO
WE SE E MWITCROSS IRAL,ON
B ACCORANCWITH
AND WE AFULL
DUILEINC
IN AOC°flBANSTALLE
ENTER SUCH AS WATER HEATERS. STAINED
AS WATERMLOWING HATERS, STAIN
JOINT OF D
OF DUCTILE IRON PI G. 8E INSTALLED
CLOTHING. CLOGGED SCREENS, ETC.
ON THEWATE "N ,TESTED AT
ON THE WATER MAIN WYTERED AT THE POINT OF CROSSING.
WI
3. WATERMINS AND LATERALS SHALL BE INSTALLED UTILIZING A PWCAPPROVED
D. CROSSING STORM COARAGE LINES; A MINIMUM S 12-INCHES OF VERTICAL
CUTSHEET INDICATING INSTALLATION DEPTH.
CLEARANCE SHILL BE MAINTAINED BETWEEN A WATER LINE CROSSING OVER
STORM DRAINAGE LANE JNLESS DUCTILE IRON PIPE IS USED. IN ADDITION,
a. TRANSFER OF WATER SERVICES SHALL BE ACCOMPLISHED AS FOLLOWS'.
THREEANDARAF05=EWOFOOVERMUSTBMAIWAINEDONERTHE
A INSTALL, TEST AND STERILIZE NEW MAIN AND LATERALS, LATERALS SHALL BE
WATER MAIN R R SXL BE DUCTILE IRON, IF DUCTILE IRON PIPE IS USED
INSTALLED IB-COME UNLESS OTHERWISE
TOW ENS ERRBOX TIE BY PWC,
MUST REAL NTAINED R THE
B. TRANSFER STING ERTONEW METER AND TIENEWSAMWATERUTERA
FOFCWER
WATER MIN
WATER MAIN ANDA MIN MUM
MUMOF 41 V. NCHES OF VERTICAL CLEARANCE SHALL BE
CLEARANCE SHALL
TO IC MASS
UTILIZINGNDDRESS �ITTINGCSTOMER.
EIW
MMNTAINEATEMEE. 'HE WATER MIN AND E LINE.
NUMBER SHALL
NUMBER SHALL BE INSTALLED O SAME ADDRESS ANDIR CUSTOMER. BWW
BLOW
STORM DRAINMW AGE LINE TEMI
WATER W/.:OFVERUNDER ARATIO DHALL BEMINTHEMININD
H SEBIBBEDR
OFF SERVICE AT HOSE BIBS ON HOUSE ONLY PFTERMET ft E HAS BEEN
OF TWELVE
OF PNELVE(1211NOES OF VERTICAL SEPARATOR SHALL BE MMNTINEDANO
TRANSFERRED.
THE WATER MAIN 9ML_BE DUCTILE IRON FOR ADISTANCE OF iDFEETR
G AF EXALL SERVICES ARE TO THE NEW SYSTEM, SHUT OFF VALVE
EA CHSMEOFTHECAOSSING.
ON
ON EXISTING SYSTEM AND ABANDON EXISTING MAINS IN ACCORDANCE WITH PWC
DETAI 'TING
D. CONTRACTOR SHALL SUPPLY NEW METER BOXES AND DISPOSE OF EXISTING
MWERBO%ES,
5. WHEN MAIN IS NOT TO BE ABANDONED, CONTRACTOR SHALL UNCOVER 0.
CORPORATION AT MAIN, CLOSE AND PLUG CORPORATION TO ABANDON OLD
SERVICE.
6 SEPARATION REQUIREMENTS:
A LATERAL SEPARATION OF SEVERS AND WATER MIX.: WATER WINS SHALL BE
Up LATERALLY LEAST 10 FEET LATERLY FROM EXISTING OR PROPOSED SEWER
MAINMTEAAL, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENTA 10-FOOT
UTEML SEPARATION. IN WHICH CASE
1, THE WATER MAIN IS LAID IN ASEPARATE TRENCH, WITH THE ELEVATION OF
THE SOT OM OF THE WATER MAIN AT LEAST 1B INCHES ABOVETHE TR OF
THE SEWER MAINMTER L;OR
li. THEWATERMAINISWDINTHESAMETRENCHp THESEWER
MAINIA E AL WITH THE WATER MIN LOCATED AT ONE SIDE ON A BENCH
OF UNDISTURBED EARTH AND WITH THE ELEVATION OF WE BOTTOM R
THE WATER MAIN AT LEAST 18INCHES ABOVE THE TOP OF THE SEWER
MINMTEPAL.
WATER UTILITY NOTES
SHEET NO
DWG. NO. W 1
t OF2
DATE: JAN.Ot,m14
M10.W1 WATFR UTLITYNOTF5,1w"
NOTES
1, MANHOLE MEETS ,LLREO
MR.
5. ADROPSTRUCTURESHALLBE
OF ASTM
PLACED WHERE PIPE VERTICAL
2. CONCRETE IS MINIMUM 4W0PSI
SEPARATION BETWEEN INVERTS
EXCEEO.S25b. WE 5' DIAMETER
COMPRESSIVE STRENGTH.
MANHOLESVMMUROPSTRUCTURES
3, WTEROLL USED TOWN. AROUND
ARE NEEDED.
PIPE SHALL BE NON -SHRINK GROUT.
S. NTH THE EXCEPTION OF THE
4. MANHOLE SHALL BE CONSTRUCTED
MgNH01E BASE SECTION, ALL
OF PRECAST CONCRETE. FIBERGLASS
OTHER MATERIALS, INST&LANON
WNHGLE IS NOT ACCEPTABLE.
ANDWORKMANSHIPSHALLBE
IN ACCORDANCE WITH THE PWC
STANDARD MANHOLE DETAILS,
T. DOGHWBE WNHCLESHALLSEF RE
®
OFLEASE AND RAW NO SIGNS OF
VISIBLE E.
g. MANHOLESES GREATER
GREATER THAN t21NDEPTH
SHALL E MI
HAVN 8' ENDED DAB,
MANHOHO
see LE DETAIL FOR
/////]��\\\\
AMITIONALRE°UIREMENTS.
SECTION A -A
e \
CO
CAN NSTRUCT INVERT IN
ACCORDANCE WITH PWC
IB' MIN.
STAND
.
RT CONRETE'MVEµO
BASE PLACED IN FIELD
NEW
TO BOTT°MOFMF
SMITMY
SEE SHELF DETAILFOR
SE E�
SHELF CONSTRUCTION. 2
FLEXIBLE RUBBER SOOT
E
Nv
NRSHRINK
GAT
STEEL NCRMNO TO MH
STEEL KORBlTD TO MIT
SEPLANNULUSOVER
ANDARORDPIPEAT
T-9009TAINLESB STEEL
DWNOUSEW
i50 MAX.
PIPE CLAMP
TZLID
RICI(PNO ° M RTM 2
f
NEW SANRARYSEWER
MANHOLE BASE SECTION
SHALL BE SUPPORTED R
4NBN1d SWIDCRCRETE
SAW SANITARY
"
BLOCKS STACKE02 HIGH �•
,.c
- 'SEWER OUT ♦
M�OPHAINWBVwYM
1B0-m T.
-
C
Y Y
REMOVE EXISTINGTRQF
i
� .
PIPE FSOVESPRING LINEAFTER
ACCEPTANCE OF MANHOLE BASE BY
.
BASE ONLY
-
PNC.WWRACTRSHIOLLSAWCUT
NO
AND REMOVE EXISTING PIPE MOWN
S]STM°MPACTEO
UNDISTURBED
TO FORM OPEN INVEST TROUGH,
4NSN1WSO1_IDWNCRETE
SUB GRADE
NOOEBRISSHALLBEALLOWED
BLOCKS STACKED 2 HIGH
TO EWER SANITARY SEWER
INZAPART,
SECTION B-B
DOGHOUSE MANHOLE
PUBLIC WORKS COMMISSION
F
nxs
FAYETTEVILLE, N.C.
SHEET No.
DVJG, No 3,S
wJc. er. Pvc
WATER RESOURCES
1 OPt
DATE: JM.31, 2D14
AFERGVEoeY: J.Ec.
ENGINEERING DEPARTMENT
5'MIN.
SING
STMNI
STEEL
FLOW
PVC SR380RDI. TEE
SEE NDR. T 0 B ON 5.11
STANDARD TEE
CONNECTION
TAPPING SADDLE W11H STRAP
NICE
AND ALIGNMENTFLANGE
SS
GENW °RMPROVED EQUAL.
REAP
SEE TABLER8.11
NEW
O
I rCAPSHALLHAVE
COVERNR TMFFIG
AUATMAIDEMLB
SREAT GRADEINPAVED
T. AREAS
AS
Z �V'
TAPPING SADDLE 1 `
(OPTIONAL) /tee
NOTE: TAP SHALL BE 410 PERWNEWA8STJ
FOR4'UTERAARD SEE CLFANOUTCMASSI
SHALL BE 61Jr FOR 6'
LATERAL RISER SELL BE P SDR-26 PVC -
EXCEPT IT SHALL BE4-DAL IF ME
LITERAL ITSELF IS DUCTILE IRON
STONESWYLBE OPE2V6 A'
EXIENDEDTO BED MI'Lt'1 SIN+^% S11
LATERALCONNECTWN 3DETA6
FROMUNDISTURBEDSOIL
SEE�E
THRTIE. LOTTED
l:
CPSTIRON W.UG C
III-
CAP
-TRAFFIC
®
I
I.',
iHREADE°CAST
PVC SDR-R GASKIRED
IRON HUB
_ - i,__.
UNDISTURBED
COMBINATION (SEE
n°1E ISBN 5.11)OR
SOIL
MECH JOINT FITRNGS,
MIN.
STAIN ESS
T
IF D L LITERAL,
STEEL HONE �L
°CBE 6'AC /O.L T04'C.I?LAST;
MIN, Ile THICK EPDM COUPLING
C/O CAP ASSEMBLY
SEWER SERVICE LATERAL
NO.
(4-INCHIAND 6-INCH)
PUBLIC WORKS COMMISSION
D
FAYETTEVILLE, N.C.
1 Ju
SHEETNO.
°WG.xO. S,iD
DwG. er. PRIG
WATER RESOURCES
�
z JA
I OF1
DATE: JAN. D1, mta
APPRovED Bv: JEG
ENGINEERING DEPARTMENT
$ Jp
SEA EACH END OF ARMING -
WITH SOLID CONMETE RICK
AND 13 MORTAR 1Y MINIMUM
ENG H.
CARBON SMEL CARRIER PIPE BI VICE 11
SHALL BE PLACED 3' PRIOR TO AN° S'
AFTER EACH JOINTS DUCTILE IRON
CARRIER PIPE. (SEE DETAIL BORE UNDER \
ROADWAYS4UILROADB SHT 2 R 2 FOR '\
�l�y,%C(�Q/j/�/v�
SPELIFICBOUIREMENT9)
✓ 104G13h.'n+
STEEL CASING$1ZEOAS ANOINTED
TH " ON E BOB SgING QING;WWI.
CARRIER PIPE SELL BE --
DUCTILE IRON WTH
PROPER
EXIERIRAND
INTERDRCWTNGS
COMPLETELYETL
VOIDWTSIDEOF
CASINGW IXGR0Ur '.
REVISION
201483 DOGHOUSE MH REV 14
fnP.)
2 AIR
W,=
FOR
rr R ORE MW
8
0€II
o.yo
I3
p
SORT
GASKETED PVC
UTEILAL)RMI
(IF OI LATERAL}
UTILIZE
TRANSITION
TABKETro
TROMMIR
FF DIIAT RAJU
IREFER TEIAL).
BEER TO RYC
OETILSI2
REGMDB G
BENDS IL,
LATERAL
REVISION
`..EACH SECTN)NR
ENCASEMENT PIPE SHALL
BE BUTT- LDED TO THE
NOTE'.
ADJACENT CASING PIPE
1. SEE DWG MS SHEET 2 OF 2 FOR
ADDITIONAL INFORMATION.
2. CARRIER PIPE FR PRESSURE
MPLIGTONB(WNWATERNSd
FORCE MM 4B SHALL HAVE FACTORY
RESTRMNED JOINTS. CARRIENPIPE
FOR GRAVITY SEWER SWLL HAVE
RESTRMEDJOWTSANDMAYUSE
RESTRAINING GASKETS SUCH f5
FIELD ROK, SONS STOP 35U R OTHER
APPRCA EDGASKETS.
3. CARRIER PIPE SHALL BE CLASS 330
OR OUPORWATER,ANDSH(LLLSE
HALF SECTION ISOMETRIC OF BORE CLASS AS FOR SEWER.
PUBLIC WORKS C MMISSION
o. DA E RE SON
BORE UNDER ROADW
O
AVS NATION GADS
FAVETTEVILLE N.C.
NTS. 1, JAN OS OED NOTE3263
Dwc. No. M.6 DwG. Br: PWC z. nDa INebBIMlpu3amenM. SEEET NO WATER RESOURCES
1Rz ATE: JAN.D1. zp1a APPRoveD ev: J.Ec. ENGINEERING DEPARTMENT
2014-M BONE POND MILgq
]. WATER WTA°EB: THE CONTRACTOR SHALL SCNEOULE A COORDINATION MEETING
THE CONTRACTOR SRpLL COMPLETE THE REWIRED WORK AND RESTORE WATER
WITH THE FIND PROJECT COORDINATOR AND PROJECT ENGINEER AMINIMUM OF
SERVICE WITHIN THE GIVEN TIME PERIOD FOR WE OUTAGE. SHOULD THE
THREEE)WORKING DAYS PRIOR TOANYPLWNEDWATER OUTAGE. THE
CONWMMR FAIL TO COMPLETE THE WORK WITHIN THE AJOTTEDTIME,THE
COORDINATION MEETING SEAL BE CONDUCTED PRIOR TO My NOTCES BEING
ADDITIONALLY, THE COMPACTOR SHALL LOCATE(VERTICALLYAND
PUBLIC WORKSCRAB MISSION SHALL NALTY OF M PER 15-MINUTEISSUED.
HORIZONTALLY) MY UTIUTIES WITHIN THE VPoR AREA, IN ACCORDANCE WITH
WERVALRANI'PORRONTHMERUNTLWAMRSERVICEISRESTRED.THIS
PENALTY WILL BE DEDUCTED FROM THE COMPACTORS PAY APPLICATION OR BE
TWSECONTRACTOCCUMEWS. THELOCpTION3RNLUTUTESWITHINTHE
BILIEDDIRECTLYTOTHECONTRACTOR. THEPENLTYMAYBEWAIVEDFR
WORKAREASHAL BE DETERMINED PRIOR TO THE COORDINATION MEETING. MY
CIRCUMSTANCES BEYOND THE CONTRACTORS CONTROL, AS DEEMED SY THE
WNFUCTSWRHTHEWNDINGWRKMIDTHEB%ISTINGUTILITIESBHALLBE
PUB�WORKBWMMI N.WEPVECFROJECTCWRDINATRANOIORPROJECT
IDENTIFIED, AND A PLAN FOR RESOLVING PNY CONFLICTS SHALL. BE PRESENTED. THE
ENGINEER RESERVE ME RIGHT To MANI. OR POSTPONE WE OUTAGE AT MY
PURPOSE OFTHIS COORDINATION MEETING IS TO ENSURE THAT THE CONTRACTOR
GIVEN TIME. IF DEEMED NECESSARY.
HAS A G000 UNDERSTANDING R THE REQUIREMENTS RELATED TO THE PENDING
OUTAGE, VERIFY TTHEREARENOUMIT WNFLICTSTHATWILLPREVENTTHE
WORK FROM BEING COMPLETED, ALL EQUIPMENT IS W CAOC WORKING ORDER, ALL
EQUIPMENT IS FUNCTIONAL, ALL MATERIALS ME ON SITE, ALL NECESSMW TOOLS
ARE ON SITE, DISCUSS MY NECESSARY CONTINGENCY PLANS, AND MY OTHER
ITEMS NECESSARY TO ENSLIRETHAT THE PUBLIC WORKS COMMISSION HAS
CONFIDENCE THAT WE WORK CAN BE ACCOMPLISHED WITHIN THE GIVEN TIME
PERIOD. SHOULD, FOR ANY REASON. THE PUBLIC WRNS COMMISSION DEEM THAT
WE CONTACTOR IS NOT PREPARED FOR THE PROPOSED WTAGE, THE OUTAGE
NOTIFICATIONS WILL NOT BE DISTRIBUTED AND THE OUTAGE SHALL BE POSTPONED
A MINIMUM OF TWO (2) WEEKS. THE PUBLIC WORKS COMMISSION WILL PROVIDE
WRITTEN NOTIFICATION TO WECTR NO
CONTRACT TIME WILL BE GRANTED FOR HOULDDECISION.W
FORMTHIS DELAY.SHOULDTHE
DELAY CONTRACT TIME
TIME
EXPIRE WITHIN (2)
)WEEK PERIOD,TIE PUBLIC WORKS COMMISSION
RESERVER THE RIGHTTO(2)WEEK
O ASSESS LIQUIDATED °gµgRS, AS OUTLINED M THESE
LINED THESE
CONRiACTDWUMEMS.
DOCUMENTS
ONCE THE WATER OUTAGE NOTIFICATIONS HAVE BEEN ISSUED, AFOLLOWLP
COGLIOINATION MEETING WITH THE PWC PROJECT CWpDINATRMD PROJECT
ENGINEER SHALL BE HELD A MINIMUM OF 24 HOURS PRIOR TO THE SCHEDULED
OUTAGE. THE PURPOSE OF THIS MEETING IS r0 VERIFY THAT THE CONTRACTOR IS
WATER UTILITY NOTES
SHEET NO. DWG. NO, W 1
20F2 DATE: JPN..I m14
DEENOTHATTHE
SMERRATEEFT
BEGIN SHELF TRANSITION
AT 3N HEGWCFOURET
PIPE 1: 12MIN.
W NCRWE SHELF PLACED IN-
FIElD.90LIO CONCRETE
JUMBO BRICK MY BE USED
TO BOLD LIP INVERTTO
MO... GUANORE3
BOLD TFNWH TO
SPRJRGUNEOFPIFE�
ON SUB RRIGMANNOLES
BDROM OF BOOT SHALL
W EETI-ABOVESHELF
•N �
� S%UNGLINE OF PIPE
Wi4INMWAF LL''HA�I
NON SHRINK GROUT SLIDE WITH
BEw.rx xMALO.MIM
W 112PIPEPLA�W INFIELOSD
F3NnpmmmR
CONCRETE JUMBO BRICK MY BE
MR�
ts. T M.Ira M
USEDTOBUIIDUPINVERTW
REDUCE MORI'µ N11 OUpTIE3.j,C.y3®py.y,.
eAUm iFU
SUDESINLLBEINSTALEDON
MKIG J. sFFA.MKBm
TOP °FSHELF WITHATROWH
g� im
TO DIRECT FLOWINTOTHE
.N.I.... ,inlXgpccT
SEWER
ctK `WEAL FwWTOGreANE"BB
" M
3 pF1 g�WER
m�Rm
M\IN
MVFKA[
e. HIR
T
c�Yvti[. MNN. Aslc
uaEs
ALIGN
IN
57PS OVER
A1IET .
INVERT OUT
....3..
SHELF
AFNNNyMTeawivrtrro.NLutvwa
-
MAY4FWRN URW9Oid3IX
row+xu P.wxa[epls�ARANUFAWAl.
mwI.
I.- IRIANPLLBMNxinN6,4
-
AMNI Tiny ASW 61
xiwxxwllgFNwL.Aa
11 .
%%
...-moo. ., .
L
�
i� _
w, McmAw,w..azvx RBRR6�A¢w'e
...' MORTAR SLIDE DETAIL SIEIFIn'PO......o..•` TOWHEIGHTOFamET
n.T.G PIPE' SHELF DETAIL
N.TS.
PIPE SLIDE, MORTAR SLIDE PUBLIC WORKS COMMISSION NO. DATE REVISION
AND SHELF DETAILS FAYETTEVILLE, N.C. 1 JAR.05 MRDNOTE B.
N.T3.
DWG. NO. DWG. BY: FWC � 2 FEB VISEDNOTEB,
SHEETED, `S''4 WATER RESOURCES DEDNOTESB
'or'
rL
DATE: JM.Dt, mta MPRovEo en J.ec. ENGINEERINGDEPARTMENT
201,1454 MUDE
1. HOLE IN SMITPAY SEWER MIN MUST BE CUT WIN
11. SEE INTERIOR DROP STRUCTURE R SLR, MORTAR SLIDE&
SHELL CNL=R1N°HMIMER TAPS ALLOWED,
SHELF DETAIL FR VERTICAL DROPS R MgMB AND LATERALS,
2. LATERAL SHALL CONFORM TO ASTM SP ECS. D5031
12. LATERALS LESS THAN 3'IN DEPTH ORGREATER THALAMIC EPDISHALL
BOR-28 UNLESS OTHER'M8E INDICATE°AS D.I.
UTILIZE DUCTILE IRON PIPE AND FITTINGS WITH CERAMIC EPDXY
ROTECT0401 RVMENSEPAMTION RE UI (P ), O BEMENTS CANNOTBEMET.
3. ALL PIPE d FITTINGS SHALL BE 4. OR e' UNLESS
OTHERWISE SPECIFIED.
13. ENTIRE SEWER LITERAL ASSEMBLY SHALL BENRTESTED
C°NCURRENRY WITH SEWER M41N.
4. ALL D I. PIPE SHALL HAVE M INTERIOR LINING R
CERAMILATERAL EPO"SHALL (BE RED THE ENTIRE D.I.
14. INDIVIDUAL UTERALSSHALBECLEANEDAtq Fl.USHFD PRIOR TO
LATERAL SHALL COMPRISED
COMPRISED R D.I. PIPE d
FLUSHING SIWITARY SEWERMgIN6.
MECHANICAL JOINT FITTINGS.
FITTINGS.
15 LATERALSHALLNOTBE DACWFILLE➢UNTR INSPECTED BYT1E FpYPWC
B. ALL IRS SHPll HAVE RUBBER GASKET MAILS
PRQIECT WROINATOR.
INSTALLED .
18. WYE CONNECTIONS SHALL NOT BE USED To TIE LITERALS WO
8. SANITARY ER SEWSERVICE C10 STACK SHLL ABE
MANHOLE.
LOCATED ls' FROM WATER SERVICE LOCK VALVE WHEN
IN THE GAME ORS,
17, IF BENDS ARE APPROVED BYTHE PROJECT COORDINATOR STRE
BEDDING IS REOUBED MBE INSTALIPC FROM UNDISTUMEO (SEE
Z INSTALLATION OTHER THAN M SHOWN MUST BE
DETAILS.t2) SOILM BOTTOM R BEND.
APPROVEDBYTHEPWQ
Is. FVG WFBRUTION SHALL BE A MOUND ME AND BEND, GASKETED.
8, CONNECTRSTOTHETROFMAWSMU_NRBE
SDR28.ASMNTUFACNREDBYNARW,GPKRAPWtOVE UA1.
ALLOWED UNLESS OTHERWISE APPROVED BY WEE ENOPROJECTCOOMINATR.
19, NO MORE THAN 4, FOUR INGI LITERALS R S SM INCH UTENLLS
SHALL ENTER A d' DIAMETER TERMINAL MANHOLE, NO MORE MAN
9. SLOPE AND DEPTH OF ME SERVICE LATERAL SIW.L BE
LATERALS (REGARDLESS R SAE) SHALL ENTER ALL OTHER
DEMRMMEDSYTHETOPIX'RAPHYCFWEUOfi
DIAMETER MMIHOLES. ALL LATERALS SHALL HAVE AN INDMWAL
APPROVEDBYTHEPWCENGMEERRASIIDIMIEDR
TROUGH. S DIAMETER INJMWES SHALL BE USED IF WE ABOVE
THE DRAWINGS.
CRDDIOMAW NOTMET.
10 UTERMSIMLLCRFORMTOTWn MINIMUNIsLRE
20. ALL LATERALS (4-AND 61 SHALLUTILIZEAPRISER(STACK).
FOR WE ORWE 1%MINIMUM SIRE MR WE r.
MAXIMUM CLEAN OUT SPACING FOR a PIPE TB, IP PIPE
21. REFER M DETAIL SAS FOR SEPARATION REQUIREMENTS.
IOU'.
n. LOCATOR OFCLEANOUTSHALL BE NOCWSER THAN 10 TO FRONTON
BUILDING.
THE FOLLOWING TABLE SUMMARIZES THE MATERIALS TO BE UTILIZED FOR
SEWER MAIN TO LATERAL CONNECTIONS:
DI
a mm�
w
PVC LmnI
PVCBNBry...H. MJ Bmre.KNC+nBMFR9.II.L
SEWER SERVICE LATERAL
PUBLIC WORKS COMMISSION
Na.
DATE
REVISION
NOTES(4INCH AND 6-INCH)
FAYETTEVILLE, N.C.
1
WY BB
WSED NDTESad3w
SHEET NO.
CNCONQ SA
DWG. BY: PNC
WATER RESOURCES
I Fwft
2
Tfl
ABED NOTES
1°Ft
DATE: JAN.Dymu
APPROVED Br: JEc
ENGINEERING
DEPARTMENT
3
AN. 13
EMBED NOTES AND q01
3014Gi1 RE831
SORESQINGCHART"
CAROLER PIPE
SIZE
MIN.
Cp8WG3VF
RMPNpY3
MW.MMICSNE33
MIN.WALTTHH`ICKNESS
4•
0•
SAW
0. BB
B'
IT
oss'
a r
8'
e
0 '
12•
24•
025
0.3T4•
:T
SIT
0.31Y
0.40r
IY
m'
GAIT
0.160•
W
%•
0.3TW
aMT
30'
7
O.Spp'
O.(GO
7,J,
0.MET
0AB•
1. INSTALLATION SEAL BE DRY BORE AND JACKING OF
SMOOTH WALSTEEL PIB. JETTING OR WET BORING WITH WATER
SIWLL NOT BE ALLOAM
2. SEE BOB SIZING CHART FOR CARRIER PIPE BORE .0
STEEL CASING SIZE MIN. DIA AND WALL , THICKNESS.
3, CARING PIFESHALL BE IN AWROAN
CEWT00 PIN /r53 GRAPEB
WITH p MINIMUM YIELD 9TBNGM OF 35W0 PSI
4. EACH END RCASiNG ENCASEMENT HALL PLUGGEDWITH BILLED WITH
VOIDS
OUTSIDE THE CASING PIPE ATWFF COMPLETELY FILLED WRH E
PRTLWD CEMENTGROUTATSUFFICIENT METHCM ETOINSURE
SHALLBNOSETTASAP ROVED BY WE
METHOD RGROWING
SHALBEASAPPRpVECBYTHE PERMITTING AGENCY.
5 R IS CO TX
"CONTRACT OR MAYSUBBTIIUTE A URGER SEE OWING
CPS N PIPE HAVING THE
E SOB BE ACCOMPLISHED BEFORE PIPE
CONSTRUCTION BEGINS,
M SN OWN FR9EWER MIND. gLLADDITIO N OUSTS
B. THE BRING SHALL BE PERFORMED FPOM'UPSTRFMI' TO
ALL BE INCLUDFB
$XALLBEIHCLDD N E01 WE UNIT PRICE BID FOR BRINGAN D JACKING
MOWNSTREAMT DIRECTION MINTAINING THE
CRITICAL DOWNSTREAM
INVERT ELEVATION.SHOUL THE 80RENOT BEON GRACE ,AREVISED
FASTENBRCEMPIPEW/
P
UNSHALLBESUBM1TTEOOPWCFRMPAOAL
HEAVY DO' WOES. NUTS
T. WE"ING OPERATION SHUNT BE CONEXCTED IN
AND WASHERS
MpNTRAFFIC
WINNER FLOW OF IS NOT IMPEDED
ftUNNER33PALLBE MIN. 2'WIUS ---�
MIN SUCHAMMVNERSOASNOTTOCREATEAHAZARD
B. IF AN OBSTRUCTION IS ENCOUNTERED DURING THE BORING
OPERATION. WE AUGER SEAL BE WRHOMWN THFE%CE35
CASING I'M CUT-0FF, CAPPED MG THE INTERIOR AND EXTERIOR
'1V
VOIDS SHALL BE COMPLETELY FILLED WHt POWIAND CEMENT
1„•,�%
GROUT UNDER PRESSURE. NO SEPARATE PAYMENT FOR
UNSUCCESSNL EMES.
SWIDCONGRETE BRICK
1
B. CONTRACTOR$NALLFIEWD USTANDINSTALLPR°PERPPE
AND 13 MORTAR, COMPLETELY
BRACES TO ACCOMPLISH GRADE AND INVERTS AS SHOWN ON
THE MANAGE.
FILL VOIDS BETWEEN BRICK
WITH MORTAR_ CLOSE EACH END -":.
10. A MANUAL -CONTROL STEERING HEAD OR OTHER GUIDANCE SYSTEM
RCASING,
ISBWMMENOEOFR BgB:530'DIAM. MUM LNyGERAND FOR
BORES EXCEEDING 100' IN LENGTH ORASSPECIFIED.
.;- ,n
CLMPLETEV FlLL�;
1t. 9UBCR1RpCTRS $IULLAREB TO ALL PRIAT REWIBMEW8
VpDWTSIOER ... ,r"pY, :,
ANC SHALL PROW DE MPROVE°INSURANCE MRTIFIMTEG AS
CASING WRTIWT
REWIRED.
SEEN /''::"r
12. WMPX`TRBHALL EXECUTE AND PERFORM ALL BWNBMENTS
AND CONDITIONS STIPUUTED BY THE PERMITTING AGENCY.
RJDI CARRIER
13. SEE MG. M.B SHEET i OF FOR ADDITIONAL INFORMATION.
PB SOLD-12GAMIN.
STEEL CASING �
14. CARRIER PEE FOR PRESME APRIMTONS (WATER ENINSSFORCE
w3ERSGAMIN
MAINS) SHALL HAVE FACTORY RESTRINED JOINTS CARRIER PIPE FOR
CARBON STEEL
GRAVITY SEWERSHALL HAVE RESTRAINED JOINTS AND MAY USE
SECTION"A-A"CARBON STEEL CARRIER PIPE BRACE
RESTRAINING GASKETS SUCH AS FIELD LR SUB STOP M R DWOR
APPROVEDGASK:TS,
BORE UNDER ROADWAYS/RAILROAD S
PUBLIC WORKS COMMISSION
no.
DA E
REVISION
NUTS
FAYETTEVILLE, N.C.
p00Eo 6•DARRIERPAPE
Is
1.
y11'OO
TO CHART
SHEET No.
DWG-N6 M.6
OwG. ar: PRO
WATER RESOURCES
z
July10
REv1sED NrnEs, saING CHART
zRz
DATe JAN. D1, zB14
APPROVE ar: J.ea,
ENGINEERING DEPARTMENT
2014MBOW ROAD RAII
3ED \ VALVEISLOCATEDINNON- W
NOTES:
\ TRAFFIC AREAS. SEEVALVE
PAVEMENT- \ BOXPROTECTRRING DETAIL
I, ALL MATGRUMU) I_ BE IN ACCORDANCE
WITI PW(:9TANMRDS
OURS - \ 4"min.�
2. RESUENTWEDGEG4TEVALVESHALLBEAS
CONRETE ,I .-y 1?.TURF
I
MMUFACNREO BY MI@LLER CORP..
y TRACER VNRE
µAERICMI DARLING OR LLOW CORP.
L 2m..1
®
j
_.. -FINAL GRADE !I: '. <
°°L°��:I
I.-
3 ALLVALVESSRULHAVEr SQUARE
,
LJ. -
OPERATING NUTMID SHALL OPEN
m� ,.
'.� -:
COUNTERCLOCKWISE.
.f _ -.'...
_.:�--WNCRFTECWLAR -
4, VALVE BODY BONNET AND ATE SHALL. BE
-
- SQUALL BE PLACED
I � WHERE VALVE IS ANp
-:
IN ACCORDANCE WITH AWWq CJiOB/C515
TRMFICAREA
ANDDMEET.
�--VALVE BO%-
5 VALVEBODYANDBONNETSHALLBE
/.;
SEE DETAIL
/ -
COATED ON ALL INTERIOR AND EXTERIOR
SURFACES VISIT N U81R BONDED
��
N
W CONEYS
IN CIEWI
ACCORDANCE WRH AWWAG8505p.
I
BRIM(
0 EAL SEWIRED
EpC(9
H ECTION.
@ )
HA VE
8. ALLFEWO 24'AN0ESSUE
_ _
OF
pSpFE WORKING PRESSURE OF 25B P51.
- I MIN. 12 GAUGE, 9MGLE
III
i. SEE VALVE BOX DETAIL FOR ADDITIONAL
STRAND. COATED CRPE�
INFORMATION.
TRACER WIRE (SWLL BE
INSTALLED BETWEEN
S. SEE VALVE BOX PROTECTOR RING DETAIL
--� V&WSAN....E
FRAD PRORALINFRMATON.
ALLED ON ALLNR "
e. VALVE BOX SECTIONS ARE REQUIRED. THE
ALLIC PIPELINES)
USE OF PIPE IN LIEU OF VALVE BOX
AI'V
CSHALL BESECTIONS
SHALL NOTBE PERMITTED.
OVEDBYTHEPWC
1��R
I-V
MINJEOT
COORDINATOR.
VALVE IN TRAFFIC AREA _ VALVE IN-N _____ _ NON-TRAFFICAREA
VALVE
N.T.S.
SHEET NO. DWG. NO. WA
t OFi OpTE. -.1.-
Q
I.
VN
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Owner:
HCC INVESTMENTS,
LLC
CONTACT
3077N. AMINST
HOPE MILLS, NC 28398
[phone]
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Project:
THE
COMMONS AT
BRIDGEPORT
tax id #: 0426-91-9724
township: Cross Creek
county: Cumberland
state: NC
UTILITY
DETAILS
CONSTRUCTION
DOCUMENTS
job no.: P13-084
date: 02/18/14
drawn by: TA
survey by: MR
checked by: JN
sheet no.:
C-12

INOTES:
MANUFACNRED BY SIOAU CORPoPATION 1 B NOTES: NOTES: Q
ram- QQ�QQ L VALUFACTUHALLBEIGACOFF-TYPE - " STANDARD PENTAGONAL ONPt
1 I -ylI E(VB402), MER UNION B&558ERIES, STAR OYPI I�-OPEMTING NUT OPEN 1. ALL MATERIALS SHALL 4, BLOW OFF ASSEMBLY NOT 1. ALLMATE0.LILS SHALL BE •
CJB'000p, OR w � GAUNTER CLOCHYIIBE NOTES: BE gPPROVEp BY FOUL TO BE RE -USED UNLESS APPROVED BY PWC.
APPROVED BY PWC.
L FIRE HYDRANT HALL BE MODE
I PIPE PRODUCTS 3'; 9 L6 R. WHEN INSTALLED IN
iTP 3 221n'NOIILE3fl 1-0-02"NOi21.E MANUFACNRED BY MUELLER LO. PAVED gREA METER BOX S. REMOVE ASSEMBLY CONCRETE DOLLAR IN ONCREfECOLLAH IN 2. WHEN INSTALLED INAPAVED
_ WITH FIRE H0.4E COUPLING TXREAOIN HYDRANT
DO
NAAW73)gNO SHALL BE BET f/d'ABOVE FROM BENEXENDING HE CONCRETE THRUST BLOCK PAVED AREg6 CONC. PAVi..T 3CONC. CONCRETE CttIpR CONCRETE THRLV4T BLOCK AREA MEFER BO%SHALL BE U' y
�� XWIRANT CO. M ) FINISHED PAVEMENL PIPE WHEN EMENDING THE %iOTELTORRING IN PROTECNRRING IN DOING. DMECT PAVEMENT GRACE
AND �•
r 2 VALVE CASHALLST
TPIECECLOSE ACCORDANCE (OPROVED EQUAL OW PSPHALT NON-TRAFFlC DOING. PEROEf'VLN''1] C)
GINNED CAST IRON 9I.IP-TYPEVKVE BOX STANDMD. NOZZLE CAPE SHALL MEDALLION OR APPROVED EQUAL. GRADE AND PAVEMENL MAIN ASPHALT NIX{-TRAFFILgREg6.RING PAVEMENT GRADE AND J
I� DETAI VALVE BOX 2. mlw (SEEVALVE W% AREAS. NONi BOX PAVEMENT FF AST REO TO • 0
WINAMINIMUM THICKNE6S OF 3I18'. I BE SECURELY CHAINED TO THE FEATHERED TO TOP OF 2'min. OEINL W)) FINAL E DETNL W]I AREAS. VALVE BOX TOP OF BOX CAST IRON BOX � O M Q
^ HYDRANTS BODY 2. ALL NAIVES ANp HYDRANTS SNpLL BOX. TO BE INSTALLED IN IIH-------24' 10"
SECTION"A-A" PLAN 3. VALVE BO%SHALL HAVE RNSEp LETTERS FIN GRADE' 1 VILLVEBO%- HgVE M.J. CONNECTION$WITH IRON FINAL ORpDE t2 Y ACCORDANCE WITH I 2 SHILL BE USED IN PAVED MEAS. � CV CO I'
RETAINING GWIO M.J. RESTRAINT. 3 METER BOXAND VALVE PW11.T
` RVATER'CA6TIO COVER. _ �._.. � min. DETAIL W.B. 6 METER BO%gNO VALVE 80 • N M
BOX SHALL BE IN B Sma S. % y O
4. VALVE BOX HgVE3R'HOLE DRILLED 3. FIRE HYORgNT3MPLL BEFIELD PAINTED ACCORDANCE WITH PAC 2'9CHED 80 PVC B-. d'mM. Ia 2ry 2•BM33I(y� SHILL BE IN ACCORDANCE (7 A4 t_
g ( -4-12' IN ACCORDANCE WITH FOUL STANDARDS, DETAILS SIT {-,',.;;: 6'mm. `+:I' ":*-'� ¢ H WITH PWC DETAILS. j_ VI
H 5y4^ IN TOP 00
SECTION THRU WHICNAtIa'xt-In' � �� �4� _ r .lyl. _
Lt_ ivl0'y�I GN.VpNIZED BOLTSHALL BE USED TO S DEL BEFORE PROJECT IS ACCEPTED ASPHALT y� SLIPTYPE C.I TgACEq WIRE Yrrvn. "mM. 03°ELBOW rt•
1-��St/4' SECUREAMINIMUM I2 WUGE, SINGLE QIS -- BRICK SLIPttPECI.� TRACER WIRE VgLVE$O% -TB 4. VALVE PoRBLOW-0FFNBE Z � v3
♦� ]JIB' _�' SEE CONCRETE VALVE BOX FINAL GRADE I METER BOX (a O Q
- - r STRAND, COATED COPPER OR COPPER CIAO >ICm BGAE VALVE I TTNRUSTBLWK 4. HYURM'T VPIVESHALL BE PUCEDA9 t0• a T6DR21 PVC FIANGE� INSTALLED PETER IASTSERVICE. y •� �
PIK TMLNUUMERFOR HALLBE FERROUS _ ♦I / .DETNL NOTPLCLOSEACEVXF BLETOOPOSED BUT OD FIANCE T[
DROP LID xETWENTIOU HE0.9HALLBEUBED NOTPUCEVALVEIN PROPOSED OR YSLIPONCAP BRIG( S 9 CENTER T9N331 PIPENMEER LLI V ON 00
00
HANDTIG NUTPNDIN6IOE OF BO%.TIGHTEN 1 -I Z 32 -.I - EXISTING CURB M'D GtITIER. IF THE L O TINT FOR PVC PAG BRICK - 2q u..B BOX C O 0 - O
J- 2' RAT® p v
..._, I : 1 - STREET IS SOILPNO NO PAVING IS TO BE JOINT FOR PVC lC
K T f NAND TIGHT. �� FINAL GRADEr d"min. TRACER WIRE BRICK BRAS4 ' y O 1
'mm IAPTOR DONE AT THS TIME. TIE LOCATION OF THE 8'mu' �122-BRASS NIPPLE t ,k 1p- NNFLE Ci LL C
_ 5. SCREWNPEVALVESOXESARENOT 1-'�� B'DI PIPE VALVE BE OEEgMINED BY THE METER BOX CONCRETETHRUST % ` - 'Y COMPACTED SOIL jIYP) 'Z y U C
ACCEPTABLE. "> � T -1 _z. PROJECT COORDINATIOq. CONCRETE COLUR 7 (SOCK, PER PAC d COMPACED601L(IYG) s'f BRICK BRICK }'O`
- -� ,+p " - 1': VARIABLE SLIE PLUG lQ Q M/ y
IN PAVED AREAS OETNLWt] � '` I4� W
6. DIMENSIONS $HOWN VARY BASED (NON I ` i`' \r SEE NOTE#d I 1 a. FlRE HYDRANTS SHALL BEPUCED qS CONIC PROTECTOR 2' BAIL VALVE, � �M1". 8DR-21 PVC
1 &LOTTED VALVE BOX 2'BgLL VPLVE i O N
FITS ONTOP OF 2'PIPE (LENGTH/3
{ 310TTE0VALVf BO% V �"3,. BRICKTO BE PLACED UNDER PNE 345n"B
\ DIRECTED BY THE PAIL PROJECT ggpA6. (SEE VALVE � FITS ON TOP OFTPIPE TMPEOY � +
Y BN.L VALVE BRgBb PIECES MIX.) rI�M I O
THE MANUFACTURER. ACTUAL DIMENSIONS ,IjL� , r'--UN019TURBED \ � DI TEE, HYORPM TEE CWRDINATOR. RING IN NON -TRAFFIC N,Y,: REWIRED. TNO �" W � � M � Q
SHKLBE APPROVED BY PWC, tjam- - AIL �t.ORTAPPING SLEEVE
y tI A� BOX DETAIL W]) BRICK TO BE PLACED UNDER PIPE F( £ Erb
2 r. VALVE BOX SECTIONS ARE REQUIRED. THE VARIES \ AS REWIgEQ (SEE 6. HYDFNJT BPPNCH 6HRL NOT BE BACK 12'MJ SLEEVE pyCD1 F NIPPLE TA
$ TOP UBE OF PIPE IN LIEU OF VALVE BOX \ TAPPING DETAIL) FILLED UNTIL INSPECTED AND APPROVED BY B'BRq$S NIPPLE 2'FVC 6DR2i WATER PIPE 12"MRASSNIR-21 PVC SCH MIFF = �i YTT \✓ MM U C
> PWCPROJECTCCOROIIUTOR. IT y, •C ..y
�I SECTION SECTIONS SHALNOT BE PERMQTB. LTLACEDM SEONE \\_ 2'SDR-Y PVC SLOTTED MIT C�
>LACEDMA MJ.CONNECTION WITH IRON BRICK VALVE BOX ADAPTOR Z i X O n � J Y
1} 0, iMCNG WIRE31 Nl18E INSTALED ABOVE ORNN OPENING RETAINING GLAND MJ. RESTRAINT ]. GATEVALVE AND BOX 3HALLBE IN TRACER WIR IL C V/
OUTSIDEOF BOX SEE COTE2gNp WITH IR we WITH PWC STANOMOCETgIL. L_ J
� PESTWJNING OEINL 2"SOR-21 PVC WATER 2'01YLONG BRAS6 NIPPLE YBRAS6 F.LP.x PACKJOIM 2'BFASS F.LPZPACK O >--
5, 2'BALL VALVE FOR PVCPDP➢fOR W m � �
d d 8. REFERTO PW'L DETNL W.B FOq 0, HYDRANT E%ENSIONS PNO/OR MAIN WHEN REQUIRED PIPE BEYOND JOINT FOR PVC z � LL 3
B'BRA95 NIPPLE 2'0 BRP99 NIPPLE M SSW`
INSTALLATION REQUIREMENTS. OFFSETS SHALL BE APPROVED BY %YC BLOTTED BRASS NIPPLE SHALL BE SLAW ADAPTOR V
PROJECT COORDINATOR. IFMAKINGWET 2'BCHEO 80 PVCCONNECEDWHRASSF.LP. Y9 BRg34 BALL VKVE YBRA88 (f v O(Y)
TAP SEE DETAIL VALVE BO% PVC ES,
2'BRq$$F.LPXPgCK g0•ELBOW z V
W.15B PACK JOINT FOR PVC Yq BRhS6 NIPPLE (12') JOINTFOR PVC CONCRETE THRU6T BLOCK W J M a
II� BOTTOM ADAPTOR ADATOR PERDETAILWIT LT � Z
SECTION WATER 'X2' TMPING SADDLE T 6DR-21 PVC
I�fn' II�� 8 � MAIN TBMSS F.I.PZPAC MJ PLUG YO BRASS BP1yVALVE VARIABLE
SVE WgER MAIN
--III JOINT FOR PVC TO 6E REMOVED 2N BRASS NIPPLE (tYl
10.f14' gDATOR FORRWWCMgPTOR KJOINT
2'BMSS NIPPLE MAINN EMENDING
TOP SECTION BOTTOM CONCRETE THRUST BLOCK
'%2'TMPING SADDLE 2" MAIN LINE VALVE VARIABLE SIZE MAIN LINE TAPPED 2"
VALVE BOX FIRE HYDRANT AND 2" BLOW OFF 2" VALVE INSTALLATION
NTs VALVE INSTALLATION NTs. N S 2" BLOW OFF ON
NT 2" WAITER MAIN
DWG. NO.
SHEET NO. W7 SHEET NO. UWG, NO. Y11.is OWG.NO. W.1. DWG. NO. W.7 fJA DWG. NO. W.1SC
f OF t SHEET NO. SHEET NO. SHEET NO.
GATE JAN.01.20N t OF 1 ME: ygN.Ot, 2Cta 1 OF 1 1 OF 1 1 OF 1
GATE: JrW.01, m14 DATE; JA.Ot.2o16 DAE: JPN.Of, 2016 \\\\\\\\\1111111111111//////i�
xO16Wl VALVEBOX.Mwg 20W-W13 FHCC.OxT 2014-W153 BLpW0FF.Mg 20ibW15A2 VALVE INSTALLATION C 0 // Mp 201bWi5C 20LOWOFF.GWW \AA
\\\V\1111111
- /-CONCRETE --- __ NOTES: MSC.-- _ 1 NOTES: NOTES:
THRUST MIN. BEPAING AREA EgCH DIRECTION 1. THRUST BLWKS3HPLL BEINSTALLEO 15/18.6p. t. PAIL MATERIALS IN ACCORDANCE WITH q(DIA) B T-HEADGW4p BOLT 1. ALL MATERIALS gXALL Bf INACCORDNICE �
' of iXqusTNsauNRE FEET NOTES: Ma'rvT aRorvzE � '-ncHTEN Ta ]ssa T.LBB. (TYPICAL -NEW FIRE HYDRANTS CONNECTED TO EXISTING WATER MAINS) �
BLOCK (IVP) ON WC WATER DISTRIBUTION LINES B' THE W00.0'OPEN'ANO PWCSTgNppFDS _I _ WTTHPWLSTN®AW6. SLEEVE BNRL C 60. HEAD PIPE PLLW ! _ _ SEAL I�aetl onwil wpppltlnp wWaof2W3 prt@S 2N peI9lM pamum) THgU 1T 0M. IN THE MANNER SHOWN. 1. 4'SpR-21 CONWITSHALL BE INSTALLED -__- ARROW INDICATING �-� -( 1 BEDWTILE IRONASTMPS3B. = L = 03145
-'-' -- IN CONJUNCTION WAYATER MAIN CONSTRUCTIONCOUNTERCLOCKWISE 2. R415E0 MAEfACE SHALL BE REQUIRED TO PROVIDE
PIPE i TEESd 00° SEE PAC STANDMDALT. RESTRAINING r 3'<18"OIMWN �:, TPAVEMEMAROPTWVAY i
�4SELBOW 22-112° AN09HN10E LOCATED 0.5 SXOWNINTNE DIRECTION CPBT HERE TAPPING SLEEVE �=
SUE DFADENDS ELBOWS flCR0.43E3 ELBOWS DETNL W.IB FOR ACCEPTABLE ''. '. FOR PROPER ALIGNMENT OF THE TAPPING SLEEVE. � 2 MECHANICIAN. NOW TAPPING SLEEVE83HALL 1, pROPO6m FIRE HY0MNT96HALL BE IN6TKLED IN ADVNiLE OF SEWER T. E%I6TING VALVE DfTH3 ARE MEfSURED FROM E%ISTINGASPIW.T ANDpR i �.AH C
' -- � ----- PLTEgNAE RESTRAINING SYSTEMS. ,1 - FRONT BEAB MPNUFACTWEp BYCLOW,Mfl H, MAIN COH8IPUCTIQ`I. THE CONTRACTOR SHALL SEOUENCETHE HYDRANT VALVECOVERTO THE TOP OF THE OPERATING NUT. THE BARFRINFORMgTW �� �� }}�I``� !!� �
4� _3 2 'LP r - ��--_� THE PLAWPROFILE. 3, ALL VALVES SHALL HAVE 2'6pUARE OPERATING NUT MUELIER ORgL1ER)GN NN 3HPlLBE INSTALLATION TOPRWIpEPNG'OR SUPPLEMENT WATER MAIN FLUSHING IF SHOWIJ IS CALCULATED USING AN INTQtPoLATIOH BETWEEN THE TWORMODD j �'Y(iR1 r 1 P130VE DUAL UNLESS SHOWN OTHERWISE ON UI
__ _ I j I '_ `c I ' ANO SHALL OPEN COUNTERCLOCKWISE �� FURNISHED WITH 9RITGLPNDS, SPLIT END 0;
BREPi(B IX:CUR NEME6T VALVE6. THEGRWNO F1fVgTIONAND/OR WqO FORTME PROPOSED ii nn / \\\\
'r //llllllllll\ 0
B• T m s
.I i I __-,.___-3- 2. PIPE GgEpERTHAN 121NCH �I; ; ',_ ' 2ALLEXCAVATION65HKL COMPLY WTH THETERMS PAID
' (�2• f5 21 1111 B DIAMEE0.8HALL REQUIRE RESTRAINT 'I �' ; + GPSINI'. BOLTS. ETC. THE OUILETFIANGE FlRE HY011]WTIS INTERPOWTEO FROM CRO439ECTONSANOTXEftANGE
� I T CONDITIONS OFTHE CONSTRUCTION STANDARDS FOR 4. RESILIENT VIEWEGATE VALVE SHALL BE PS "-- ---- SHALL BELL f25 PERAN51016i COMPATIBLE
JOINT PIPE FORTiE PROPER LENGTH. .� E%CAVATIMSINOSM-WET MDHEALTHREGUUTnNBMAINUCORERICAN 2. FIATMMAMLONNEMDV&OE%STINTVA NPNSSHN18f MNIE ELEVATIONBHW"THEPRO%IMATE.FIRE VID lS Mn INSTALLED IN
���III 1 ,_ of J�4 0 I -UNDISNRBED 601E FOR CONSTRUCTION'. LHAPIERXV110F TITLE 28. CPR, PPRt ANTEING GLOW CORPUEORAPPRO EOAEpUN.. _ �H�ZI�NC PUTTED WITH MPROVED TAPPING VALVES. UWNOATN'PING8LEEVEMID VALVE BY WETTAP WNNECTION. THE TAPPING ACCORDANCE WRH THE FIgEHVORANTANp VALVE INOTALUTON DETNL
3. COMPACT FSEDWI6ARENC T6 Ui BLEEVETIO VALVE PRESENCE
TESTED / \
-- THRUST UNDISTURBED gCCETPBLE. STANDPRD FlT➢NGS � WHEN REpUIgE04•SDR-21 1028 THECONTgpCTOR SHALL HAVEACOMPETENT PERSON -6=NO 8312E BOLT /IIII1111111111N
v' ° TIGHTEN TO l5.0p FT. EBB. 3. DIMENSIONS SHOWN ARE FOR REFERENLE AND
ELB W BLOCK /SOIL SHALL BE USED WITH CONCRETE 1 1 w' - + ly _-(FIBEROTIL CONDU?WIB'WtDE ON SITE AT DURING EXCAVATION AND BACNFRLING. '`. HOLES STRPDDLEQ ', COMPLETION OF THE TPP IN THE PRESENCE Of FINE OWNER. S. THE CONTRq(:TOR SHALLSUBSTIUE VPAIOUS BMAELDFPTHSWITHIN
--4 - - POLYETSTALLEDA MINIMUM
TAPE R _. 5. VALVE BODY,BWITH A NO GATE SHALL BE IN TAPPING BAC SLEEVE MgYVARTBALL BE SIMILAR
INATURER,
AFEAOF THRUST BLOCKING. i '�' ♦ Y1 `..1tY5 LB. RSA) '^ --- --- THE PROJECT Q.E. FIRE HYDRANT N0.11NDICAESAS'-0'OETH OF BURY,
-' BEARING - NBEOVIECOEDAMINIMUM OF 3. CUTS IN PAVEDCTOR AREAS.HALL TRENCH
BOX SNORING INNIOPEN z ACCORDANCE WITHgWWACEW/G515 PAID BACK SILEETHAT ES SHOWN
ON AND SHALL.
IN SENATE TO 3THE OF THE PROPOSEDINHYDRNTPRIO UO REQUESTING TXE RIDICI C A SIM DEPTH OF
OCNITION REQUIRE ANTN0.2
4. THRUST STOCKS SHALL BE II /// ;,♦ � "- `.;-1YABOVECONOUIT) CUTSINPAVEDAREAS.EE WIDTWIDTH.$HALL BE MAINTAINED \ NSFBt. T-HEAD BOLT THAT SHOWNPND SHALL NOT DEVNE IN PACIPPIPY OF THE PROPOSED P HYORPMPRpRNREOUESHIFT NMCATESHEMA SETHOFBURYACT EMIN ORI ALLEOUIRISRORM DEPTH
INSTALLED ONSEWER FORCE ��/"; �/ III; (SEE NOTED TIGHTEN TO 0 T. LOS. CONSTRUCTION BTPJ(EB. THE PROPOSED LOCATION MY BE SHIFTED OR OF BURY, THENASIIBSTINTONWILL BE REOUIREDI gLLE%TENSIONSSHNL ,1 I.; ATTHEWIDTH. ESSEFIIIALDTAILs RELOAMORYT1EOWNERIFCANFLICTSFJOST(LEGA89ERVICESUGE, BEAPPMWDBYTHEPWCP ECTCOOMRUTORPRNIRMIN6TA UM
e MAIN IN THE MANNER BROWN. ;�O/ - �--�-r�--,- fiIUMM,PF. VALVEBOOYAND BONNET SHALL BE COATED ON ALL
4. OF COVER MUS BE MAITAIEDWHERE RESTRAINT
BONDENTMJD
WITH TXAFUBICN F 4. THOROUGHPIPESURFALY TO PERMIT
GLEANED TELEPHONE. ETC.I. AND ONLYAFERALL EFFORTS OF SUBSTITUTION ARE E%HAIIBTED.
BpC DEN ITY OP ESI tY -- BONDED EPDXY IN ACCORDANCE WITH AWWA ^- -- - -- -'-I,. PRIORY RISTAUPERMIT FOR gGOOD BEPl 5. IF SqC-0REE IS USED. MI%ING T' � �"^-.-__ABOVE PIPE IN 6'LIFT$(%% OF LOVE0. MUST BE MNMNHEp WHERE PE3igNNTJOINT "I
- / -�., �/ I' PRESSPECIFIFp PN03.5'OF LOVER IN PLL OTHER LOCATION6 --'-
} MUST BE ON SITE U'.ILUINGA II' MA%OENSITYCOHESIONLf3S SOILS I I G550.90. --- pRIORTOINSTALUTION. IN THETION AN MA $HILL KOCUREMENT THE EXISTING
WARE 9. TRACTOR SK PTO TIE ALL FIRE HYDMNT TONEW MAIN,
SEE GROW-0FF DETAIL FOR .. : / I B3%MIX DENSITY COHESIVE UNLESS SHOWNOTHERWISE ON THEPW4PROFILE. - -I
-- CURIFICATION OF CONSTRUCTION ELBOW'/ NoCONCRETESHA. LI I--. / IS ) I 'i HY ANTLONNiOMATENDER AND LOCATION
EXISTING WATER MAIN CDNTRACTORSMALLPROVIDE KLLABLR,TWL9, EQUIPMENT, MATERIALS,
B.L0'NA SOIL ORSELECTIS DEFINED T ALL VpLVE324'AND SMALIERSHP1l. HAVE ASAFE S. EXTERIOR OF TAPPING SLEEVESHALL BE MATERULL,SRE,LVS6, DEPTH ANDLOLATICNFORFACNINDNIDUPLFIRE SETC.HALL BE TRANSFERRED TO NEW
COMPLETE IGFt UNE AFTER
FIRE HYDRATE{
REQUIRED At OFAD EN08 .II WATER MAINMATERIALAND SHOWN LENGTHS ANDTHEIN OUIRTO SUPPLYSTOACOAMODYPE$BPING HYDRANTS SHALL NOT
BOUT OF
NVICE MR UNETER THAN
2HOURS, ACCEPTED.
B. NO CONCRETE SHALL BE 1 i_ ` AS'NATrvE'SOR EXCAVATED FROM THE TRENCH. I WORKING PRESSURE OF 2W P51. COpTEpw/[CMTSASPHALTIC VMNISH IS FACED ON BOLTS. PLASTIC.
�`--' -- BE AS THE DF VIVIN AND SHOWN "' MIL-G50.
I' ' - ON TNEOMWINGS. FREE OFRWK9, FOREIGN MATERNL. PNO .-.V � D O LENGTHSAXDOTHEftWWI{ffDhWERIPL6T0 ACWMMODAE EXISTING HYORANL83HPLLNOT BE OUT OF SERVICE NRGREATERTHAN 24 HOURS,
HORIZONTAL BEND DEAD END JOINT FITTINGS WITH PlA6TIC. l '..{t ,i,l FROZEN EARTH. SUIg ¢ T Za; B. SEE TAPPING SLEEVE FOR .- _ MAERNLS ENCWNE�ON4D 9TE CONDI110N9. COMMCTORSHALLNOTFYTHEOCONSTFULPTFlREOEPMTMEMOF OUrOF
7. DONCRETESHALLBE , -$OIL SUITABLE LOOSE
TRENCH - - -- ( o' PDDITIONAL INFORMA90N.
A MINIMUMS000 i. I' II y - -- \ Q 8. ALLTAPFlNGSLEEVESSHALLBE
II:- v B. BEDDING
TRENCH BOTTOM. MATERIAL
TRENCH Ei�Sl m III HYDROSTATICALLY PRESSURE TESTED IN SERVILE FIRE HYIXNNTBPRIORTO WN6TRUCTON.
1} III 4' MIN SUITABLE LOpBE _ m p_ - V -
W 1 O "' 9. DIMENSIONS SHOWN NYE FOR REFERENCE MAY 5. THE INFORM,GEXS NGPWC ICORCS RE HYDR4Ni DATAGHAAP WP3
SIDEE%CAVATIONS- ,_ EXCAVATION (SEE NOTES6fl5) _ AWORHALL BEVTIEESSEDANDAPTIONB. PRODUCED USITHE%STN WITIO IS INTENDED
OVAIUME FlECO 10. SOD SHALL BE REPLACED WHERE MPUL BE REPAIRED
PAIRED RREPLA EDT
'Nt WILL NOT BE PAID FOR UNLESS SPECIFICALLY APPROVED BY VARY UPON MANUFACTURER. VPLVES SHALL I
O. ALL TEST SHALL BEWRNESATIONP AOR TO
BY SUT1SNTION. THE INFORMAECO8TFENDEDTOg3318AGEDTOERIFY&, THE PROPERTY
OWNERS SATISFACTION,
TOLCLUDE IREOORREPUCEDTO
610E E%CpVATIONS(tYP.I (iYPJ AGAINST UNDISTURBED BOIL AND �'_._-__UNOIBNRBEO 1Hf PROJECT flEPRESENTATIVEgN00NLY '. BE SIMIURIN NATURE TO THAT SHOWN AND SHALL 1 PWC PROJECT COORDINATION PRIOFITO BUr I6Ny GUAMNTEED. THEWNTMCTOR I6 ENCOURAGB TOVERIFYKL THE PROPERNOWNER'68AT6FACTIIXi, TOINQUDEWITHIN RIGHT-0FWAY.
SHALL BE APPROVED BY PWC PROJ, 901E FOR THE AUTHORIZED SHALL
PR. L _.1 +I NOT OEVNE IN ESSENTIALDETAILS.
BE Y O O B ID i0 O I_. -- ` BEGNNING TAPPING PROCESS. THEPROVIDEDINFORMATION. THISINFORMATIONIOAPPROXIMATEANDMAY (NO SEPARATE PAYMENT).
COORDINATOR
PRIOR TO PLACEMENT i`- ]. BEDDING IMERIA SHALL BE PROPERLY RODDB ! ID. ALL TAPPING SLEEVE99H4LL BE HYDROSTATICALLY GGAPKETTHIOUGGES) 7. 9EEDETAILSW.BNAWATFORADDITIONAL NOTBEACCUIATE.
-. - CONTINUOUS 12 GA. AND COMPACTED AROUND THE PIPE HAUNCHES. MJ. RUBBER ENp M.J. RUBBER SIDE --y
"'- SINGLE STRAND COPED - ' --- - PRESS UREESTEDINACCORDANCEWITHPWC G#SNET GASKET ENOE2 REQUIREMENTS, 8. THE WNTMOTOR WILL BE REOUIREDTO SUPPLY VARIOUS IENGM80F
B. USE OF PE STRAP JOINT DUCTILE COPPERWIRE REOUIRB B. EST FOR DENSITY OF COMPACTION WAY BE MADE AT THE TCp�- R� G-N0.8812E OF SPECIFICATIONS. TEST BE WITNEB6ED AND BMRELSAND HYDRANT EXTEN910N9 (NO MORETHPN ONE HTIXUNT.
IRCIPIM1 SEREOUIREDIFSOIL FORKLNON --- APPROVED BY RYC PROJECT COORDINATOR PRIOR -
FEIEBOX OPTION OF HE THE CONTRACOEFICI NO AD SHALL T �, �. _. -. A_ B. ; BOLT SLOTS EXTENSION OPOFEPETINGCU GRACE. TOP Po PAVEMENT.
CONOITION6 p0 NOT ALLOW THE UBE VAO (FgOM VALVE BOXTO CORRECTED BY THE ENGINEER MAY
AVE COMPACTION
COST TO BEGINNING TAPPING PROCESS. IN REURACE A TOP OF EXISTING CURBGP N E LEV TI PAVEMENT, SSAROC
AJUL CBLOCKS. YALV£80%) TOTHEOWNER.TXEENGINEERMAYIUVELOMPACNON WON GRACE ANGORRKi IOR WAYGROUNDELEVATIRN NCMWS .
C; �'' ESi PERFORMED AFTE0.THE BACKFRL S COMPLETE. r ADDIBE REQUIRED TO MAINTAIN
AINTA MIDRNET COVER
R1MI APPROVED
BY ONNECTORB
j 10. ALL VERTICPI BEN0.55NALL(1E r B%B 8%6 S%g 12X8 13%0 'i2%12 18X8 i8X8 '. 18%12' 21X8 24X8 24%12 24X18 24%24 30%8 90X6 30X12 30X16 30%24
-1`.. I- RESTRAINED USING RESTRAINED CONTgACTOR SHALL BE REQUIRED TO EXCAVATE TO ,- --- _. ____ _.._. _,-_---.- __. P_IPEXBRNiCNj__ 1 -. 1 ___ _ _ _ _ ___ PROTECT COOREDTOR.(NO SEROPERCOVERA6APPROV£D BYTHEPWL
-' VARIOUS ELEVATIONS FOR DENSITY TESTING EXCAVATION, !VALVE MAY
WRNS ADN -9016 - --- __" ` - -�- - PROJECT COORDINATOR NO SEPARATE PAY).
-j 1 �WNCREE " JOINT DUCTILE IRONPIPE. BACKFILL AND RECOMPACTIW SHALL BE PERFORMED AT NO A 8 C D E F G H J K L M N R S T TO WACC a031-.M ]010 ]i- 9016 ]018 9018 13018 ]Of8 9U18 13018 fl.W 13.5 19.0 23.5 IUS 11.W 13.5 19.0 5 322
AULBEARSHALLBE KET SIZE OPEN _W/ACC
SURFACES ADDITIONAL CO3T$TO TNEOWNER. 1_-4 4JPo -6)114 11 1 9 ]1/2:: -4]/8 4J35a4-29I37 21n '__i V2 9--1b1R 1--.8-1 B3I4 1/4 -l4 '-11E-d B 1.11 i31 J1 _. 31 31 __31 131 Si- dt-31{�{-31__-+.]1 SIBS
3511 -3Ol .2 .2
'-WRFACES CLEAR OF PIPE -8 _B]R :-B-1/0 1 tSrS 11 aV3:6]18 6b.YN _.__ ] 2t2 - &12, 11 ;'175IB '113/4--I B]9 114' 21 115- C-J„1_]/B�&t[t6 i_..9 11.5re 11 b]�112-7J0 �1b11bi 1412 tN@, 185 yt9_6 t9b23_25 23.35 23.25 23L�Y1]5
SHELL BEAWINST JOINi3TlP.) - --- E 1134 1}718 I}`7re--]&12 1&1/R
-- -_ ,_ --�- _ _ __ 6]9 1/4 2B 2]4 - 11&11R 2'i.1/L_3$tR 2]'12: 355 25.5_�b 35.5 35.5 r: AA�t] 4yi3] a•iy]_ _13$]
TAPPING SLEEVE 0 &1n _Ig[4 1 ve 1a1a' 1}iT4 nary sne eavu ,_ B viz z 1n n 3/4 I 1}fn t n 141id ''.
GROUND
12 ] _- - -__ _ty 17]/9 1&W _9]/8 12$1BM1 1_ }Y16 21n T] 18 2&1(4 ifft/8 121 1N -39 F 570 F t&tn t5 i5 _ 1&ll2_141R.:i (Q1R 2212 Y1J2 Y[12� 1p0 '. lBp-j40 Q_ b.0- 00360
TEE.. CROSS AND VALVE 1n 3D -ti&]re 2b1v1s.R&1vfB }1n ;_ _2a1rz ' 32
- _-, xsre 1 2&va 1&11re vd s5 ltap ' GROUND jiTP.l - _Rd �10.1rz Diu 11]7/B 2Z Fe�3t� 2t 12 ]A �1&1918 ,. 1T-3N61 i]2 21f/d Z4tY{ {I 5y5R IS].4e__[20-t 3/0 9t6';' 79 s23B
CONCRETE THRUST BLOCK DETAIL WATER MAIN BEDDING DETAIL TAPPING VALVE DUCTILE IRON TAPPING SLEEVE FIRE HYDRANT
N.TS. AND CONDUIT FOR FIBER OPTIC
Nr.s. HIS, NTs. ADCiTIONAL GENERAL NOTES
SHEET NO. DWG NO. W.17 SHEETNCL DWG. NO, l/II,79.A SHEET NO. DWG. NO. SHEETNO. SHEET NO. C
W.9 DWG. No. W.10 pIIG. Np. W.12
10F 1 DATE JPN. M. 2014 10F 1 DATE: JAW. OL 2014 t OF t DAE; JAW. 01, 2014 t OF 1 10F 1 O
DAE: JPN.Ot, 2010 DAE: JAN.Ot, 2014
2NiW1]TNRUSTBLOCK.QxO 2011 W19A WATER BEODINp W CONWIT.Cw9 2111bW9 MJTAPPING VALVE 201LW10 TAPPING SLEEVE.Ery •>
ba'9 '1O16W13 FH NOE9.Ew9 '�
O m m - 7¢ Q a Z NOTES: USE CUSS "B" CONCRETE THROUGHOUT. Z I
~ ~y NOTE: USE TYPE E", "F" AND "G" GRATE �� ~ 00 y HD OPENING PROVIDE ALL CATCH BASINS OVER S'-6" IN OEM WITH STEPS 12'• �m T
0010
O _ 4.i - -- 1- -iION CENTER. USE STEPS RHICH COYVIr WITH STD. ORANIxO B40.e0. r Q
p o m �-
C� MY �
y O a r •_ • yyyXX Z - UNLESS OTHERWISE NOTED. - �" F•� I OP SLAB : OPTIONAL. R - z" NEWNr, 0w W4 WIR mAELfi AT F
M S g" WALL 2 ¢ O > O #�' 2 i 12" GFRLLA'TEB A8 Y RECNED BY 111E EHOINER. 2 �*
O Omyy / g,r WALL g,r WALL r B" WALL XHOxm PIT, .-! P O+U rl-I a 0 NH g' p iiiEY •
Sm-I Z i S D 00 a x Z SmX Z -1 x D M O O ID' x Z m Z S� , TOP ELEVATIO1 � UBE FORYB FOR THE CONSTRUCTION OF TXE BOTTOM SLAB. J Z
m p s o ti ¢ m m s � � T� � I "� ¢ y _ ~' � D �: AIF S BXAM OHE9 WNCRFTE PIPE I8 BET IN BOTTOM SLAB OF 00%, AW TO 9Lb p Q (D N.T.S. ,F
S mIDDm q'• 4" W<3LL2 xpD�m Y4 WaZLL oyC'3m TD. Xo. eao.W. a2QZLL ^
Z �1 B' B" 8" g" r V as p m T Z -� rj F' U O:I T Z D q.. FOR B'-0" IN HEIGHT NT OR 0,0 U6E B° WwLL$ AND aDTTNI 9LPB. OVER x-U O 9
y O '�I�[�- Q y O � N a F _ y A O � - 1 J _ - � B'-0" TO 18'-0 IX XEIOXT USE B" WALLS AND BOTTOM SLAB. ADJUST
� I x � � W Z 'oom QUANTITIES ACCOROINOLY. H r-
- W
G301-I yF-y.OJ 1-IOr X � ) X e" � mr LLOJ iv.
O S y D ° j - . )• -! ,� - DEE C) z y D - SECTION - LL SECTION - MM O O y Q n 'n � 2 A � - Wx6Tqucr wxrH POPE CRMR14 SWITCHING. BY. O Iy
S" D Z N •S' D 2 2' D D B I INSTALL II" WEEPHOING A9 DIRECTED O BY THE ENGINEER. Z H � 1/2 1"
• :. HH �0 N q 00 p ALIGN FRAME WITM INSIDE r �4~,{ INSTALL BTNIE DMIX$ OF q MINIMUM OF 1 RABIC FOOT OF H0. ISM STONE INA q>H O
m p ° ° L� •,. " - ° ° ^ �J CO, m • EDGE OF WALL AD ALLOW L_ p y m PCROW FABRIC BM OR MAP, AT EAGI WEEP {ALE 011 AS DIRECTED BY THE ENGINEER. Z
Z r I�L�'1 L� t` L ' p 2 FOP VERTICAL APIUSTMENTJ10N
1 r. p i „1 - - - _ I DRAWING ALL EXPOSED CORNERS 1". p
PART SECTION PART SECTION PART SECTION PART SECTION o WALL SE1 } m _ ° DRAW xD xDT TG 9wLE. 6 1 e
L 'I • INCREASE THE SIZE OF THE B" OPENING TO S" MU(., A8 DIRECTED BY THE
, T ♦t ` ENGINEER BY PCDIHO 2" TO THE WILL NIEOHT ABOVE THE TOP ELEVATION. PAIU9r
8" WALL 8" WALL WITH 4" LIP 8" WALL 8" WALL WITH 4' LIP SECTION - BB T fL 2" WEEP HOLES � NOTE WAni[ESgCCOROlxOLT. ° •^ 1 Owner:
TABLES OF QUANTITIES FOR PIPE SET IN PAD M - �� O O y M z YPLAN 4 BAR 2 ' TOP SLPB �" O
SECTION - PP SECTION - NN SECTION Y-Y
PLAN 4 H HCC INVESTMENTS
C.V. QUANTITIES O �, Z W
O 2 PIPE "W" "W1" "T" WHEN L IS ¢ (% 9 T m FRAME, GRATE, 8 HOOD A33'Y � = � ¢ O NH y m F 0' ,. i.
"iO y C C G3 �_ LL O a Z y TOP 9LPB i0P ELEVATION fAJ 0 = d _ B d 4- T T X
D DIM DIM DIM 12" 18" 20" m o D T Xr-I gn 2r-On Brr - e (D S m G7 Z Xr-I M4 BAA Z 1 LLC
z Q F- _ HZR D v � 171 2 B----- Iz. J
it Z 2 �j' 12^ 1'-1%B" 0'-7LB" 0'-2" 0.005 0.007 0.008 E-I d Ci O ` IV O
M �yH 4�W7�1 LT = Z y 3. Or• a 1 '• � = Be Z � _� m d Ia-I � 24" a
D� pPFN[NO 6"• � I
0'-2" �. W da �T% � u� {� m G a a m y B� yr TOP ELEVATION= M 6
= m D 16" 1'-3�'3" 0'-eLB" 0.008 0.008 0.010 ¢ y et a - _ - U � � �
f/J F yy� z I � q p � p x � m Z A T 112° cw. � (� J` -i- CONTACT.•
m m D W /g•• i'-sV4" 0'-1pS'9" 0'-2" 0.007 0.010 0.012 p m N 2 O K L M K, a w. i s p (A C O 10Nx" m
DO PART SECTION a W - > m a °' a LU o - 3 yl B _� ~ (THICKNESS VARIES) BE < a 3077N. MAINST
1 S O OF END ELEVATION 24" 1'-8�q" i'-DES" 0'-3" O.Ott 0.014 0.018 Z Q 90 H O SECTION - AA _-- Z Q Z m r O (MIN.) Z 0 ¢
y a J_ a("cLR. p HOPE MILLS, NC 28348
x a W Z a a¢� ' -+ Wa BAR z F F z Ix•. [phone]
'a m y 30" 2'-OM° V-241P O'-3L2" 0.014 0.01E 0.023 f C Py O a D iD - H- y m R",F S a
n y f 1r-err C� � L M '�� N� MI m� z � v� f �6EE NOTE I m W <•
HX C iv TalrnArlcE ro TrFXCAT.
Z 38" 2'-3i4" 0'-4" 0.017 0.029 0.025 x Z Q O Z FRAME PLAN SECTION - JJ N O m r D Z ^ y O W .- NEAREST 1/I6" 24" Rob'.. -SACK.
D m H O p x c3 I 3=�.y m y 0 PART SECTION Y-Y N4 'Z J CJR3
9 O m 42" 2'.77,6" V-7" O'-51r4" 0.025 0.030 0.138 (Jr� 6i R m O m -�i 1 ` t III 3'-0 5 VJ, MI 9 M m SECTION X-X SHOWING DETAILS AT OPENING -1 O z Project:
m a z O N O O - -..� "'1 R 3" Z N Z O Z V M REVISION
V% 48" 2'-10`M'S" V-844" 0'-S%" 0.028 0.038 0.047 w W N•I O � _ ¢� _ - - - - - - - - w Tt y a Yxx. DxYExaxale ,wD wwrlrllls POR caNCRErE cATcx easxx aABED Dx Yxx, xfxavr x W (A Cp0 FILE; 24INRBC
Z -p U.
0 V) OIN9 OF BO% 8 PIPE gEIN FORLIfN3 TOp a MOT. SLAB W. Y00. yHC, ipiA1 DYMBS DEDUCTION " Tpp� 39
1'-10t2" D'-gLi" 0.035 .r " ''`e' PIPE 8PN1 w3DTx NFIONT O.L % O. L - Y a L - 2 D[YEWIOW D1 BOX BDX 6 SLABS ONE PIPE OPExIlI3
, rr i
3
0. 4] 0.0 i
GENERAL NOTES: 54" 3'-2L0" 0 SR T " g^ - „ D A e x NO. LENGTH 9 LENGTH NO LENGTH F D TOP •01 e0. wu250 In.MUF. Mxq C.S.01BID. W.
USE THIS STANDARD WITH ALL DRAINAGE STRUCTURES 9 _ 3Y2 fir, OTq�y" O 1'2' ;.� 1z^ 3'-e° z'-a" 1•-10" a 3'.0" a 4•-3^ z r-s" s' e° 3'-s^ 0.181 0.271 D.2Jw 27 1.100 a.Ot3 u.co2 DIM THE
USING REINFORCED CONCRETE PIPE SET IN BASE SLAB. 80" 3'-" 2'-GL4" 0'-BR$" 0.042 0.058 0.071 J- _ - 15 3-e z•-a^ z'.1^ 4 G-G a e'-s^ x 4'_s^ a'-e" 3'-s" O.1B1 O.M 0.260 27 I.M 0.03 o.M 0.00
SECTION - KK `_ 11{err '0 40 2'-B" Y-0" s 3'-5" r 4-0 2 4'-0" 8'0" 9'W" 0.228 0.810 0.284 35 1.8T8 0.0.99 0.040 O.oSS
88° 3'-8" 2'-2Vq" 0-714" 0.050 p, 0g7 0.084 lilt" l•- 4i g" 24" 4' 0" II'-B" 2'-ID" 5 3' 5" ] 4'-e" 2 9•-9" 5' 0" 3 B" O.22B 0.340 0.286 95 1.821 0.060 D.Oeb 0.053
4 9 2 4•-0 2 y 9 6 0 a 8" 0.278 0.510 0.352 a, 1.Y18 0.092 GTIS O.OSS COMMONS AT
SHEET 1 OF 1 , , SHEET 1 OF 1 SHEET i OF 2 R SHEET 1 OF 2 SHEET I OF 2 se 4 8" a 0 9 10" 5 a e 10 B' 3 B 5 0" D.aw D.510 OSBY St 2.SY0 0.132 0. ve 0
.O6M gXEET 1 DF 2
T2' 4'-0 2'-33q" 0'-7 0.058 0.07& 0.088 SECTION - RR u B. _ _ _ l¢ _ D" q e s' 4" 5 a s 12 B'-9 x a'a" 9 D S -8 0.40! 0 811 O.SBB ea 2.9N O 100 0.2N3 0.086
84�.00 840•00 e•io. os HOOD ELEVATION 8Q0"o3 B4�"�/� 4e a<0^- -5-G' 4•-i6"- b a W^ i3--s'-Y x s=9" -B'D' �e'-o^ D.444 SPEED a.4o7 ad 5.2ea osss n.an O.ofie 840"Q4
_ BRIDGEPORT
m NOTES: MORTAR JOINTS " TO " THICK. Z
O m BACK OF CURB FPFYF MTF D D OT 9 14 YB
•"' 9 � 8EE TD.NS� O. B 0.0 0- USE CLASS "B" CONCRETE TNROUGXOUT. O y
DETAIL SHOWING TYPES OF GRATES 2�'$' > NH -1 X'-'> MEERBozwRH NOTES: L AUMAEgw.STO BE (PIPS ED ar
I„I Z A` r 1- �• -� TOP ELEVATION USE FORMS FOR LaNBiRUCT10N OF THE BOTTOM SLAB. F- FLARED SIDE (BEYOND) RECESSEDAMR REPDINO
TIBRAN. SIZE
JJ 2'-11ryr' II� - aa� Iy Z ( Qa ( ) ]A / A �LIDSET iN'ABOVE OPAOE P.W.C.
Np� USE ACCORDING TO WATER FLOW. GO Sy O y9' 1''0' DEOVID FOR PCAT S) M TOTAL CU. YDS. Of BRICK MASONRY. ar - J:1 VALES _ / 2. 6ERACEUENEUNLESS TH
r O y B 1'),IZX M ¢ V, U D, ODID' \ r' PROVIDE CENT ALL CATCH MI OVER J' 8" !N DEPTH WITH STEPS 12" 2 6 L2 �P MAX I,p 'rem �I _ 18 -_
O r T m 11 ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING B40.03. I-'r CD •+' � SMpE Y.N�NF BR OXB pq Y A waMY X a POLYETHYLENE UNLESS OTHERWISE
mZ S� LLJd•^IZ m0 �_� Y Y � LLJdMZ 1,. ;'T•ONC STAB ': .' MD YdM DY Lit _ ______ .. FllLBHEQGI]N!E -_.. _.- _ Z 9PECIFIEO
p 9 00yS py Z.-0 D p- _ _ USE TYPE 'E" "F" AND 0" GRATES UNLESS OTHERWISE INDICATED. OOIDx `• P Ar 0U ,. •YIIIOt Bp 5 aR B% SY aV • �¢¢m 3. SERVILE VEF"P.W. ALUTION SHALL
p O " " O p -r I Wa LLS y'y^0 QT�jI m OFSECTIONR40OR NCRETOF E BLOCKSTANDAOBPECMICH OMPLIES WITH THE REQUIREMENTS Wa�LL2 5• W Xy V Xy• PAVEMENT - EO._ OEAPPROVEOBYP.W.O.
z oDO Do� TYPE "G TYPE E TYPE "F" T A 1 97/e apo XH�r MIN. wNEx INSTALLS
i 'Z e IF REIXFORCEO CONCRETE PIPE 18 BEi IN BOTTgA BLAB OF BOX, A0O TO SLAB h60 Vr WNC CUR8flCUM Z,gL �z 4 WATERSMICELWKV&WMBE
I"1 y p i pS 9XtlM1N fIN STD. H0. 040.00. a {- T 09' ]Y ]S BS • E IN SAMED ITCH. dSANYTARYSEWER zz x v o m - - B.. MIx. x z AIM TYP. ROLL CURB 3RCTTON m>, .FOfl 0' 0" IN HEIOXi OR LE88. UBE B" WALL. OVER 0-0" IN HEIGHT, UBF y1- O III WHEN VIDTR:H.
-_WATER FLOW 1 ¢wp l-I o4� F4 o J e' aD' et a u'•
D + o�0000 000000o B N s 9 � 12" WALL TO 8'-0" TO B TOP OF WALL AND B" WALL FOR THE REMAINING ¢ r 0, AT HANDICAP RAMP SECTION B-B
SAG - WATER FLOW - p yw- MIN. D CON . OUANTITEB TO BE APIUSTEDING. [NOLT. O Ny' S. WHENNSTAVEM N GRACE$ REq 'L Z 'e: " a 0. DRAWING NOT TO SCALE. ' 2 OA 1WMI�� a' 10' a9 6Y M' J
D� YW Z pY� NY -% rt'CC SINGLE N8E INNT WI ER InM TIN MEERBO%TOBEBEi1H'A90VE
y� ~ D ERS t ING.
O _____ _____________________________ a III 1 wp ~ PLAN X '. SHALL i °
CONSTRUCT WITH PIPE CRDMI6 MATCH D 6 EST ]Y TY W ,y{{ HQPo�TµgrOp SIEPSMEF , METER BOOKES
FINISHED PAVEMENT GRAOf S AND
y cK4MPfR ALL f%PDsfD yqx a. �I` � wm 5 E'• � aI• � Y tax Id �' 0426-91-977A
N � M COMPRESSION FOR In PE INLET / �/ :' PAVEMENT FEATHEREDTO TOP OF HOX
Z O ,Mp �� qp E, AND FEMALEMTERTi4"FAD F. iO PROVIDE DRAIN AWAY FROM BOX
1 p m SECTION X-X o RAINS= a °] ;STAINLESS SEELI NTSS / B.NTRAFFICAREA4SfEWAB.U6E
•
BE
m TOP ELEVATION u d OxWI M JS' 4Y u' ♦I' mI I STRAPSPDOIf STEEL / 1. PERIMEIERSOLD CONCRETE BRICK
` ' m03fm9IX6 MJ1 SBCTTON A -A 5V III 45 1I py y4 1 /-13'METERCWPLING BASE WITH NO GAPS. OO NOT LAY
SECTION BIB rr• / WITH 4i'FETER BgICKON PIPE. SEE INSET PAP township: Cr08$CICeIE
BTEP9 BYO. W. 040.86 STEPS - STD. N0. B40.B8 x0 5 SC 10Y aY 11
n p6 WITH _ _
4 A II THREAD METER SWIVEL
- Z KIN. \/ I wB �� 1M IiBSSL ,1 BALL CORPORATION STOP
T _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 0 _ xw[ L A g101x aY[ aA Sam Ws ORNUO3TFP S1YlE� � NUT% 'MIT. B. WHERE ASPHALT CURB OR STRIP FRNIF MTE PNO HOOD ELEVATION ! t•%i.12'SPgCER FOR BOX SEAS DIRECTED BY PW(.
SEE BTD.N B40.D3 PgVEMENTFABT, THE LCC7SION OF
1 INpMPgEssuN FOR IRS PE,REPRES
County: Cumberland
9 T m ta`Ir 2W L Q A MIN. TOP ELEVATION r WITI6TAMLE689TEEL DOMESTIC SERVICE, g DISTANCE FROM TOP OFLOCKVALVE
'+Y ✓4 m " �E-^ -B LL F®B61XIlM 1 i'z10&4'&PACER FOR
Z WATER FLOW SAG WATER FLOW -� �CIR �1 L088. 01 ALL ¢ m m _ _ mvx z ve mwml art n xL Sm B - X 4 a Yl INSEms. IRnlwTory segweE
C � n• 7Wi��mP� 0 O Q Z I � � A O B. p01MYF Tqy IMNT DIg RSRwYK SPACER 6XPLL BE OPERATING STEM TOTOP OFBO%
y SS r w O m O�%� waly wlT aT fTi paO)Bu[ �'{�?� t•ESWLYE(SYfDzYE PIPE- PURNI9XED av PwC. SNAl10E 8'MIN. TO 10'MAX State: NC
r, „ r, rr SECTION A -A �� z = 9 m yIi °"SECTIGN YvY' 8 E� Q W ISOMETRIC 1TIRX Y ylp elmq ®wYLN f4# ' MDI FF SLdYX DAV ByX91a ML 1 '•'^',R�(__ -_ ouor CONNECT M�iN6TYPE01n uGA 61xGLE STRAnI 10. RE9iERWXLMEERBOxsHdTO- EET
- r_ -- BRICK METER BOX BASE
FI
FIT Vnl y C.7 = � X-I = -Q A9TM DYuoass4ML 18'FROM RA•1 TO CENTEWJNE OF
i „ Z V m 8 i r Z FI gpy![BOLt SEE INSET METEfl BOXPERP@IDICIIIAR TOTHE MN.
i TYPE F" TYPE E TYPE G TYPE E "'I O F N M = p •'+ N a R DIF Mn .. aWl aF mDLxe lmrRaXW®NR n. LOCATION SHALL METER Box
D / P 9 RA13Fs F ARROW ,214, MIO.m RL�R ¢ W p 3I y D VARIES M N -D MIS MIN. D WBiIX MBX N� CORPoRp 2'SOION O BWO(IMEER L EXTENDED METER LOCATION SHALL BEA4APPRWED
O m '4 3 Z CR c B^ 3 Q lR[ IUIL tD amwX Rms aa.
_ COPPER (PREFER NO METERBE INSTALLED
LE88 THAN S J-BE BBC, E EWE ROAD WAY
D
OF BO%t
IME NL MRMOAR p a C r� O RISER FIT. 8' p N _ Z RAISED FLOW ARROW 2 B a ~ fe
' 0 m 1 AND WRAPPED 12, WLOT�UNLE88LONERWSE NOTED.
m y o 1B HIGH '� D O 1
LATIEFOWL
y im y O „ ERE 30„ TO ON "PIPE I9 USED MIX y .Slit DAM Ylf SW XW I MB 9R1CK0% w > OF BO% B93E w EO EQ
y a D ✓L r, •- m m0 (n I -I x -' e. WHERE 2'TOb4"M-M"i9 u5E0 O N R� PLAN YB+i,R LIiAt] _t"t' wy - ^ -"i ti. WATERWIN FIND NNOTS(2m su) SHALL PAGE
s O ` z Q = v _ SECTION J-J z C,i /y
PE
BACK FLLED UNTIL INSPECTED BY /y��
D jj{�- , ` •� W 4E MII6 HYDROSTATIC LEAKAGE AND �N
~ O p O r I 1 \I II O 1 11 Yorr I �j = ~ T VPAIESRT MERE 30 TO 3B PIPE IS VSEO J �E J m 61 Pt .'* (W,� 1 , ° \`NMETER BOX BERILDWONTEBT9(RYTO.
Z� t R7 D SECTION M-M Y YN1 �.
o y
W W _ DRAINAGE
D r 2'-17�4" 11'2,IR -L 1' B,r w LL ''j Aul_ M W RY�E� w PROPOSED 9"WATER SERVICE LATERAL PLAN cEIJ ts. BMAI AREA
FlTTINGSARE rvOr
x 6 m m,
y O 9 P t Y2 AccePraBLE
(-- BF fe. WATERSE VI xELATERAY rocwCPTHE
m y Z E SECTION"hA
Z O �AA`� v IL O B TIERED WpTERgERVICEUTEPALAFULLCIRCLE DETAILS
2' ttsq' REPAIR BHNI OEPIACEp ON THE
�B t � 1 i"2 e ioX�wnvll
N T3.
OF
r 7lHIsDFiI.TAM BITI� �E.A
SHEET I OF 2 ND. V,2CONSTRUCTION
FOR WHEELCHAIR RAMP NOTE. : JAW. m,z9u DOCUMENTS
SECTION A -A �� �Br+ =i
MERE 42" TO a4" PIPE IS USED _
201bW2 WUT.avq
{MEET 2 OF 2 TYPE - F qEp� wl 108d' a SECTION A -A sxEEr z of z SHEET 1 of z DETAIL SO 64" PIG METHOD SHEET 1 OF 2
840.03 � fG8MR0 tlY071O08� TYPE G 1''I _
OF RISER CONSTRUCTION PLAN PLAN
8ao.o3 eao.ot 840.01 job no.: p13-084
I. COXSTB%T THE W,WIM6 sNEICE TERN SUP f£RISTIIBWICE AVD A TOM mNNASRNC CUOR TO THE SEEWID(. 10. USE CL\4 "B" CONCRETE WRH A SIDEW/O( iNBSH M ORDER 10 OBMN A ROUTE xpbs%m TYPE SUFFICE.
2, CR GESMIL( MOTS AM CO FIGUMPRI I WORK BUT MST mNFOMI TO 1 C OLICN SMMYRR 11, RACE A 1/2' 09P M JONT WHERE TE CONCfER WNEDCWJR Rvr AM BE CUM NO hA SHOWN ON M. M. GROG{. date: 02/1 8/14
3. NORM OPROUNA MI SIMUR 1I8-44.14 REQUIRES THAT Al STREET CUM BFINC Cm51MKR0 OR FECOXSIR M FOR IL•BIRII•BICE PROCEDURES, 12, PVLE THE ISBE PDIEESTI6W DRSOMMUM UNES m GOER IS TIE MRRECTION ff SEEMS THE RBR ECRON WIDE TERN NLOAIVEE DF A 4' Il£Nf ZUE
1PAEFIC OPERxiDK+, TEPWAS, CORREC110N OF MUTES OR n1EAm FUf /lA' REl%N /PIER SEPRIIRA t. t9)J SMNL PRD+81E WNFFLCXAR ARAM$ FOR W ME MINXNR 11NVIlWAY MIN ONE RNW g IIbTIDID. (TEE NOTE 17)
ME PHYSICALLY USIBED AT ILL EDFIEECIIONS WHFAE BOM CUM AND WFlm AND 9ODUD5 ARE PRPADm AND AT OTHER PUNTS OF PE061RVN FlJM, drawn by: TA
� TYPICAL SECTION FOR � ,1 WOISINME TIE CURB CUT AND THE PmRTRVI CRMSNIL( INm 50 ME iloUl 6 THE WXmLIWP PIMP WILL GALL WRNW TIE PmE5118W y
p {TL ( CURB)
D IN ADOOMH, ffIDKKI MR OF TIE 1973 RDDCV. AD HICHISO YEETY ICY RFOURR PRO.130N 6 CUB RAMPS ON ANY WE y11STMX.TIOX AfTOt JULY 1, JIM CIp53Yf4K UNE$, RACE OL•DOWL PIBPS WIN RNIED SRIR m 24" OF NLL XmMI PANT RWS M8R1 TE mO5SY011! NAMONOS U! E•EH
� •J0 a P Y IYl' T ( l.z V RD> � MEDIER A SIOEYIILI 5 PgOPOYD MnW1r OR b PININED FUt A RARE DBE SBE a ixE R.WS
ME AMFEWUNs MN DIs•Blunm ACf (I5'a 6 1990 F%IQIR TO LYDN1OW15 WRH DB•HIIIIES. COIPTENfM3PE LML M6H5 PRGRLRONB SBIIWf ro iHOff t4 mM51RUCI Tff Pm6TRN1 CROSSY.W(A MXWUY a S FEET. A CRMSMN% WWN 6 10 FFEI OR C44ATER 5 0R1RJMf. survey by: MR
PFNSDm ro PERSUS OV THE BAQS ff RA(f. SIX, NMKKYL OWCVI WM RmGgX UXDIX TXE CML RENRS /Li OF 198f. TR3 CLPB WMR NM'E BFQI
NOT TO SCALE O@6WID ro COMPLY WRH NE CUPoEIIT.N\ STNNNAS. f5. USE SRW UN6, MUMWLY PEWBmICUM ro THE UJE ONES, MfiE R 5 MPoRIMT 10 NpG3E 1NE POYT 50.0' PAIWDE WNmUWR RAMPS AT LOG(IOXS AS SHORN ON TIE PWi$ CR AS URECIEO BY iNE FNUNDR, mL\lE WHEFIIDWR RMRB A8 UIECIFD BY TIE QX2XmA AAREEI{RELL4Y RmOUTOIfSITEHINImFMPUlllff WRH ATPNFIC 9UitlSTOWPSNMO1RNEDRMRINILLAIREOUIIEWIAMYI.TIN LNBNUSUIY1YINP%PiRlG\fC1X8CIf5
checked by: J N
4.
25'� WHERE DOSTNC UGXT PUPS, FlAE HRMEWIS. DROP NIETS, OC. nFECT RALTIImT. WHERE 1WV RAMPS ARE BSIADEO NOT LESS 1WN 2 REI 6 NLL NECNT 16 10WIBPiE PAAWNC A MWWFJN ff 20 RET WAR a PmpTRIN CAOSSWMK sheet no.:
WR SHx1 ff PVCFD BEiWEN 1HE RWPS PUCE OLL•1 TEMPS IS NEM PmPFN01WIIR TO TIE iRlrva ERNE ff9IG CRC65ID AS P'ri9B1E
PRELIMINARY 2• 1 5. PAT FDR ]1L VIRIBLE NIiH CUIGEE USED fOR CON3IRUCIIUI Oi NHmDWR RAMPS AS CONCffIE NHFELIXYR PIMPS (S0. m5.j 17. PUCE Ill PAYDIIXI WAKINR IX If.WRYKE MSH NE LVEST mRMN Of NE Mwu'a ff UMFOWI 1RNRL CUTROL OE\iLfS Oa1m)
2- / 4' 4' ti. RIBLI9ED BY TIE fmWt HXYWMY AURXBIPAIION IND TIE ATRN WAgINA SUPRDgT ro 11E MMCD.
,\ 1 4" PER FT. 1 4" PER FT. 5. PAY FOR Ill D'SMSsm CU(GS Ai WHEIIUWR RIME 5 THE 11'PE WM3 IND 6UTTR . ADL10E11T 10 DEPg0.Tp OJFB. (tN, R.)
DO NOT USE FOR CONSTRUCTION �1 1/4" PER FT. 2 / �_ � /�
v� T. SW09NOfiR6tlY�I1NOMDJWE1M01� CONSIURm RILL yYPDR1TI0X FOR Au INiFIdVS. IIBUV, EmIPYEXT, to0I5 AND RIUDfNTNs xCc6YRT 10 -BV()
(TYPICAL) 4,
THIS DRAWING HAS NOT BEEN REVIEWED WITH
ANY 24" ROL 2" SF9.5A 9" STBC 24" ROLL SIDE wAL1( B. W NOT UM 0.0E (ta2) SLOPE ON THE WHDDGwR TEMP IN rmAIDRwIP ro THE GROW OF 1!E SREEI. •HI�LCHAHt RAMP
GOVERNMENTAL AGENCY FOR COMPLIANCE WITH ANY CURB PAVEMENT CURB (ONE SIDE NOTES
APPLICABLE LAND DEVELOPMENT OR OTHER OF ROAD) 9. CONSTRUCT WHEELCHAIR RAMPS 40' (X' ') OR REATR FaR Dun RAMPS. 2 OF 2 SHEET' REGULATIONS.

POND RISER DETAIL
Scale: NIS
WETLAND PLANTING SCHEDULE
194.0
4" FAIRCLOTH
192.0
-. SKIMMER ASSEMBLY',._ .. -
OR APPROVED'
191.0
EQUIVALENT '. 3" ORIFICE
..
f-...
_
190.0
& a
189.0
188.0
4" FLEXIBLE
187.0
-- CONNECTOR
HOSE
186.0
,.
. _
_
......
4"0 PVC PIP W/
185.0
.. OVER
_ _ RAI my LVEI'All
I
tarot
184.0 -
0'
o U
183.0
0
182.0
SKIMMER CONNECTION DETAILS
Scale: Not to ca e
PRELIMINARY
DO NOT USE FOR CONSTRUCTION
THIS DRAWING HAS NOT BEEN REVIEWED BY ANY
GOVERNMENTAL AGENCY FOR COMPLIANCE WITH ANY
APPLICABLE LAND DEVELOPMENT OR OTHER
REGULATIONS.
GRAPHIC SCALE
0 25 50 100
1 INCH = 50 FEET
HORIZONTAL
I
- -
- - AS
_
1 _ \
r�
10MAINTENANCE SHELF
I I FOREBAY OVERFLOW WEIR
MIN. 30' WIDE
ELEV - 239.60
PROVIDE ARMORMAX ARVS (OR
I'i
M
N
0
N
at
/
7
N
.n■u/t//■. atnoii
' 1/tint//Nx••••/t/oGi:G::::::::::::::::::::::o:::/i:::
.1//n t•••••x.::::::NNuu/•••••••••••••••••nutuuutrn�
NNtu/N//tNN/_
auu vnm
.Int/ �••/Y/Y. .i::::.-!!u�!!uuN■..----_ N�Nnoo....--_____Nun.
u•• n/ut. .Nun
••/Y �....... .::::� �iiiiiiiiiiiiiiiiiiririririiiiiiiuiiuirirnni�rl
_..,....::'"'o�ill� ICIAN
I
it
/
I
i
SOIL BORE #2
SHWT ELEV-238.45
SOIL BORE #3 �Ksat-0.065in/hr
i�YY
SHWT ELEV-236.92
li
(
RISER-35 Ksot r0.051in/hr
TOP-239.75
NV-236.00
- - - - - - - - - - - 229- - - - - - - -
230
231
/
232 - -
CB-1 v
STA-4+
=1 .70 -2 R41.92
INV(15 37.41
IN V(36")-2
IN V(42")-236.16
_. ___... 242
242-
O 241
O
- 241
'STREET "B"
It/N■N••••••••••••••tttuN/tpN/N/
r7 _ -229- I N I
- - FOREBAY N I N
MIN0E,utu /tu
IIII;
......./YY------:::i...Y7ii
nnr■NYYNii�:G:::::uuu/N/ ••■t//■/•G�:smut//■ .tounr::oo::::■�i: •/uoii:::u ■u••/tt■NE mri.uNN••••Nu2
----------- ---------
a ••••••••/t//:: N//t//t■■NO••••••••••••/NN::::N/k
NNNr■N••••••••••ttN•NN/ ;tN/r/N/NNNp•-=t/toot:::::::::::!!!!p�YUYN••..----_� tRpN/tOu.u-tot■::::::::::.!!!! 1 1 N"Nu.2 N.1
nun•ut/••••••••••••••••••u/uuuuuu/ ■
Ntt■/tt••r•••••••••■tt/t/■t �•NNt•••••■•••■/t/■tt■tit •NttN•••••••••NNNtN/
rtOttNN•••••Nttuu/t NNNNYY■■■Y•b-o---___N//NNuo--____■N■t■sort----___tN/Nu u----___. _-. _ _
241 11
LF OF 24- RCP 10' MAINTENANCE SHELF
0%
POND INSET
Scale:"=27
9
241.0 - TOD YR. STORM EL 24078 - - --- -- 241.0
1
10 YR. STORM EL 240.26
239.0
238.0 .....-------------- ---------- ----_ __.. i
_ _ -237.5
TPE-237.5
237.0
PPE-236.0-
1
235.0- - --------------
234.0
cy'
per 2
233.0
up
lot
232.0_w
\ ✓ A'
2310
Uli
_m. SEDIMENT STORAGE EL.-230.00
_.
230.0 __._ _. _. _. _.. _ _... __.._.._._
_ _. _.
o
,
229.0
a
_
�, T
228.0
k
6c tllTl$LS{
,
7� p e • -
I t utTr mngnin iw
r 1h " o IfAS
'y T-1r�'° L a,
t r;t AeritOne:
,
. .f
S
c
nr t .
POND CROSS SECTION
scale: Not To ca e
This document provides general installation guidelines for theBrmorMaxa' anchored reinforced vegetation system used in
son struclumal applications including levees, stream and over banks, and storm She Channels. These nonstructural
applicatidtkare typically designed using Type 2 earth percussion anchors. For installation guidelines with Smortlaspo" and
Type IA and/or 1H earth percussion anchors used in structural applcations, please contact Proper.
Site Preparation / Prepare Subgraden
• Gmtle and romped Area as directed and approved try behowee Setup shall be unifcrm are Smooth Remnre all opi clod, monsoon or
other obl cis se IN inslaliN me will have direct m la[t mith soil sudace.
• Pereadbed by returning the top 23 In(5095 mpol of Sall,
• It H mggealed that a sod lest be trimmed to ensure ski fallen,
Ipmrpvse aaendmous such as lime and larldn"and/or mar the sail if S... or
• Do not moeb more mNk mat is to he placed.
• For eddy al factors of Seery also amed prior to System kslalkdnn.
• Coresfll Select plans duntspeoT F far mundi types no apporwhon rocks
ease Installation
• Instep tuner Tmlrch on N'e($No and Roteckd Side of the lsno refer No Fiore IA.
• State HIRRM up the team, and across the crest.
• Install sin and earth PCEMion Amounts based on reap en, and sparing.111, dnwn devrees shown In Flgum2 rose designed as p.jttt
sue[ifimlitnz/drawings. Rome 3 details procedure for installation of earth confusion a Kra
• Install torrudlnal Edge lmnch on the first and last poll of the i Jret- refer to Fiore n.
• For Is,,, slopes tangy man 45 it p3.7 mLlnmall modeled [back sots -real 0 figure 5.
Note. All seam anal shell an a normal bin (150 mml. For And of ad[ entraps see derail In Firm 1.
WETSIDE FRaTECTEo sioE
LEVEE CROSS SECTION
VVLMVILyp Dp� ocl[L
31RCPEX` I THE ADVANTAGr CREPTOal-
GEOSteniHETKS
Figure 4 - INITIAL TRENCH DETAIL
__
240.0
239.0
1237.0
_.__ .._...
__.. _. ..'. 236.0
a wlD
A __ -
- _ _- 234.0
!233.0
�i l�\V/'•__ u1 --- -'---
-- ---- w - - -
-- - -- = 232.0
231.0
�. M230.0
O
Y\ O
a
229.0
_.--- .---- ------------------ O _-- -----
---' ------
--.._. 228.0
a5 .mKI
mr"avmmwm [gyouxua
Figure , - LONGITUDINAL EDGE THEN
_- III S,s�,e.:x'` � I '. I I �•.� � �.. Wn.se@
I- t e• e I
1
on
northeastern
loseoph
i osp
Figure 5 - PIN AND ANCHOR PATTERN DETAIL
Npklne a:rt'AmpYrOr. siNmfxAl{pR nr auAN/eY)nm ntl lmenlovncioneeparear,mHMme
rcnbVinnnmW4nl eAeNsta:
iiz a
I
nav4AonIscomorsons being rune pkla
of
AM
et
o, herepor o,
anaorwy
n almwc:nMvro
Figure 6 - EARTH PERCUSSION ANCHOR INSTALLATION
WEIR ARMORING DETAIL
ca e:
micappappeoppers-
Figure 9 - TERMINAL TRENCH
or
-E
unrrm"`
Figure N - MODIFIED CHECK $EDT ANCHORS
El
N
PROPEKI THE ADVANTAGE llpl.RS.'
GEOSYN MCS
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Owner:
HCC INVESTMENTS,
LLC
CONTACT.•
3077N. AWNST
HOPE MILLS, NC 28348
[phone]
Project:
THE
COMMONS AT
BRIDGEPORT
tax Id #: 0426-91-9724
township: Cross Creek
county: Clunberland
state: NC
POND
DETAILS
CONSTRUCTION
DOCUMENTS
job no.: P13-084
date: 02/18/14
drawn by: TA
survey by: MR
checked by: JN
sheet no.:
C-14