Chalybeate Springs DG_final plan setPOST DA 1ATOTAL AREA: 1.83 ACIMPERVIOUS : 0.88 ACGRASS: 0.95 ACtcoverland - 100' @ 2%shallow conc - 420' @ 1.7%
POST DA 1BTOTAL AREA: 1.165 ACGRASS: 1.165 ACtcoverland - 100' @ 6%shallow conc - 562' @ 2%CN=61
POST DA2TOTAL AREA: 0.13 ACGRASS : 0.13 ACCN - 61
tc flowpath
Par 5 Development Group, LLC
REVISE PER COUNTY, PUBLIC WORKS AND DOT COMMENTS02/22/19BWHBYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.NET)MWH (MATT.HASTINGS@SUMMITDE.NET)18-0174FUQUAY VARINA DOLLAR GENERALFUQUAY VARINA, NC 27526U.S. 401 NORTHCONSTRUCTION DRAWINGSCreatively Inspired - Technically ExecutedLicense #: P-0339504 Meadowland DriveHillsborough, NC 27278-8551Voice: (919) 732-3883 Fax: (919) 732-6676www.summitde.netFIRST ISSUE DATEBWH (BRAD.HOPPE@SUMMITDE.NET)08-08-2018LOWER SITE 0.5'07/16/19BWHKnow what's below.before you dig.Call
R
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) ATLEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTIONOR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811". REPORTANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
SITE DEVELOPMENT PLANS
Fuquay Varina, NC 27526
N
U.S. 401 N
FOR
VICINITY MAP
NOT TO SCALE
N
PARCEL
PIN: 0654-54-3127.000
DB 1490 PG 0825
ZONING : RA-30
3.96 ACRES
PUBLIC SERVICE CONTACTS :
WATER:HARNETT COUNTY PUBLIC WORKS700 MCKINNEY PARKWAY
LILLINGTON, NC 27546
(910) 893-7575
SEWER:HARNETT COUNTY HEALTH DEPARTMENT
307 W CORNELIUS HARNETT BOULEVARDLILLINGTON, NC 27546(919) 996-4540
FIRE: NORTHWEST HARNETTCHRIS PRINCE, CHIEF
6015 CHRISTIAN LIGHT ROAD
FUQUAY VARINA, NC 27526(919) 552-8371
ELECTRIC: DUKE ENERGY PROGRESS(800) 636-0581
TELEPHONE: AT&T(800) 929-1925
GAS:PIEDMONT NATURAL GAS(800) 252-533-2844
STATE ROADWAYS: NCDOT - DIVISION 6, DISTRICT 2LEE R. HINES, JR., PE
600 SOUTHERN AVENUE
FAYETTEVILLE, NC 28306(910) 364-0602
SOLID WASTE: HARNETT COUNTY
RANDALL W. SMITH
449 DANIELS ROADDUNN, NC 28334(910) 814-6156
PLANNING: HARNETT COUNTY
JAY SIKES, MGR. OF PLANNING SERVICES
108 E. FRONT STREETLILLINGTON, NC 27546(910) 893-7525
E&S:NCDEQ LAND QUALITYRALEIGH REGIONAL OFFICE
3800 BARRETT DRIVERALEIGH NC 27609(919) 791-4211
SITE
CURRENT OWNER
SENTER V OTHERS
2330 CHURCH HILL ROAD
RALEIGH, NC 27608(601)420-5020
18-0174_CS
C-1 COVER SHEETSITE LOCATION MAP
NOT TO SCALE
ENGINEER CONTACT
SUMMIT DESIGN & ENGINEERING SERVICES
MATT HASTINGS, PE
606 BROAD STREET, SUITE CSOUTH BOSTON, VA 24592
(434) 579-4604 (PHONE)
(434) 575-0614(FAX)MATT.HASTINGS@SUMMITDE.NET
DEVELOPER/FUTURE OWNER
PAR 5 DEVELOPMENT GROUP, LLC
JODY BLAND
2075 JUNIPER LAKE RDWEST END, NC 27376
(910) 944-0881 (PHONE)
JODY@PAR5DEVELOPMENT.COM
GENERAL NOTES:
1. CONSTRUCTION ON THIS PROJECT SHALL BE IN ACCORDANCE WITH HARNETT COUNTY, NC, NCDEQ, AND NCDOT STANDARD SPECIFICATIONS.
2. THE GRADE LINES DENOTE THE FINISHED ELEVATIONS OF THE PROPOSED FINISHED PAVEMENT. GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING, ENDING,
AND AT STRUCTURES AS DIRECTED BY THE ENGINEER IN ORDER TO PROVIDE A PROPER TIE-IN.
3. UNDERGROUND UTILITIES MAY EXIST ON, ALONG OR WITHIN CONFLICT OF THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING NC 811 OR THE
APPROPRIATE UTILITY COMPANIES 3 FULL BUSINESS DAYS PRIOR TO ANY EXCAVATION. THE CONTRACTOR MUST FIELD VERIFY ALL EXISTING UTILITIES PRIOR
TO CONSTRUCTION. IN CASE OF CONFLICT, NOTIFY ENGINEER AND DO NOT CONSTRUCT.
4. THE EARTHWORK ON THIS PLAN DOES NOT NECESSARILY BALANCE; OFFSITE BORROW OR WASTE MAY BE REQUIRED.
5. THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION IN ACCORDANCE WITH LOCAL CITY, COUNTY AND STATE BUILDING CODES.
6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE DEMOLITION OF ALL EXISTING ON SITE FACILITIES, ABOVE AND BELOW GROUND. THE CONTRACTOR
IS ALSO RESPONSIBLE FOR REMOVAL OF ALL WASTE RESULTING FROM DEMOLITION, AS WELL AS GRADING AND FILLING OF ALL DEPRESSIONS TO INSURE THAT
THE SITE REMAINS AESTHETICALLY ACCEPTABLE. DISPOSAL SHALL BE IN ACCORDANCE WITH ALL LOCAL, STATE, & FEDERAL RULES & REGULATIONS.
7. THE CONTRACTOR SHALL OBSERVE ALL REQUIRED SAFETY PRECAUTIONS IN THE PERFORMANCE OF ALL WORK IN ACCORDANCE WITH OSHA.
8. THE CONTRACTOR SHALL GRADE, SEED AND SOD OR OTHERWISE PROVIDE TEMPORARY AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS,
ESPECIALLY SLOPES. SEE EROSION CONTROL INSTRUCTIONS, IF APPLICABLE.
9. WORK WITHIN PUBLIC RIGHT-OF-WAYS SHALL BE IN ACCORDANCE WITH ALL STATE AND LOCAL REQUIREMENTS, NOTIFICATIONS, STANDARDS AND POLICIES.
10. ANY SUBSTITUTIONS, CHANGES, OR MODIFICATIONS SHALL BE APPROVED BY THE PROJECT ENGINEER, PLANNING DEPARTMENT STAFF, AND DEVELOPER.
11. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL PERMITS NECESSARY TO CONSTRUCTION. THE
CONTRACTOR SHALL READ ALL PERMITS AND ENSURE THAT CONSTRUCTION COMPLIES WITH THE PERMITS. REQUIRED PERMITS MAY INCLUDE, BUT ARE NOT
LIMITED TO: CITY/COUNTY APPROVALS/PERMITS, VDOT PERMITS, DRIVEWAY PERMITS, EROSION CONTROL PERMITS, VDEQ PERMITS, ENVIRONMENTAL PERMITS,
STREAM CROSSING PERMITS, USACE/DWQ PERMITS, AND STORMWATER PERMITS. IF THE CONTRACTOR HAS QUESTIONS ABOUT PERMIT LANGUAGE, OR THE
NEED FOR A PERMIT, HE MUST CONTACT THE DEVELOPER AND THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION.
12. THE GRADING CONTRACTOR MUST MAINTAIN COPIES OF THE LAND DISTURBANCE PERMIT AND THE NPDES PERMIT ONSITE. HE MUST READ AND FOLLOW THE
CONDITIONS OF THE PERMITS.
13. THE CONTRACTOR MUST VERIFY ALL FIELD ELEVATIONS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY VARIATION OF FIELDS ELEVATIONS.
14. BOUNDARY AND TOPOGRAPHIC SURVEY PROVIDED BY STEVEN CRUTCHFIELD, DATED JUNE 28, 2018.
15. US 401 IS ON THE HARNETT COUNTY COMPREHENSIVE TRANSPORTATION PLAN.
16. THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURAL DISTRICT.
CONSTRUCTION SEQUENCE:
1. OBTAIN APPROVED SET OF CONSTRUCTION DRAWINGS. A ZONING COMPLIANCE PERMIT FROM HARNETT COUNTY AND A LAND DISTURBANCE PERMIT SHALL BE
REQUIRED BEFORE THE ONSET OF ANY GRADING ACTIVITY. KEEP A COPY OF BOTH ITEMS ONSITE THROUGHOUT CONSTRUCTION. SEE PUBLIC SERVICE
CONTACT THIS SHEET. CONTACT BUILDING INSPECTIONS & NCDEQ LAND QUALITY - (919) 791-4211 - 1 WEEK PRIOR TO INITIATING LAND DISTURBANCE ACTIVITIES.
2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE/EXIT AND MAINTAIN PER THE NOTES ON THIS SHEET AND IN ACCORDANCE WITH ALL APPLICABLE FEDERAL,
STATE AND LOCAL GUIDELINES. ALL CONSTRUCTION TRAFFIC MUST ENTER AND EXIT THE PROPERTY AT THIS LOCATION.
3. CLEAR ONLY AS NECESSARY TO INSTALL THE EROSION CONTROL DEVICES AS SHOWN ON THIS PLAN. INSTALL SILT FENCING SHOWN AND IN ADDITIONAL
LOCATIONS IF WARRANTED BY FIELD CONDITIONS.
4. INSTALL SKIMMER BASIN AS SHOWN ON E&S SHEET C-4, D-4 & D-5.
5. TEMPORARILY SEED, MULCH, ANCHOR AND STABILIZE ALL EROSION CONTROL DEVICES IMMEDIATELY AFTER CONSTRUCTION.
6. BEGIN CLEARING AND GRUBBING VEGETATION AND DEMOLITION OF OTHER SITE ITEMS AS SHOWN ON THIS SHEET AS WELL AS THE EXISTING CONDITIONS PLAN.
DISPOSE OF ALL WASTE MATERIALS IN ACCORDANCE WITH THE APPROVED SOLID WASTE MANAGEMENT PLAN AND ALL APPLICABLE GUIDELINES OF HARNETT
COUNTY PUBLIC WORKS.
7. BEGIN CUT/FILL ACTIVITIES TO OBTAIN FINISHED GRADES AS SHOWN ON THE PLANS. CONTRACTOR SHALL AVOID THE USE OF HEAVY EQUIPMENT ABOVE THE
SIZE OF A SKIDSTEER FOR CLEARING OR GRADING IN THE DRAINFIELD AREA AS THERE ARE LIMITED SEPTIC SOILS AVAILABLE.
8. PREPARE A SOIL STOCKPILE/SPOIL AREA AS SHOWN ON E&S PLANS.
9. TEMPORARY SEED AS CONDITIONS WARRANT THE NEED IN AREAS WITH NO CURRENT WORK.
10. INSTALL UTILITIES AS CUT/FILL ACTIVITIES PROMOTE. AS NEW STORM INLETS ARE INSTALLED PROVIDE PROPER INLET PROTECTION.
11. CONTINUE MAINTENANCE AND INSPECTION OF EROSION CONTROL DEVICES AFTER RUNOFF PRODUCING STORM EVENTS. NO DISTURBED AREA IS TO BE LEFT
WITHOUT PROTECTIVE COVER (MULCH OR STRAW / TACK) AFTER COMPLETION OF CONSTRUCTION OR DEVELOPMENT ACTIVITIES PER THE TIME FRAMES
ESTABLISHED IN THE STABILIZATION CHART ON THIS SHEET. DURING CONSTRUCTION OR DEVELOPMENT ACTIVITIES, ANY DISTURBED AREAS SHALL BE
PROTECTED AND STABILIZED ACCORDING TO THE STABILIZATION TIMEFRAME CHART. DISTURBED AREAS FOR ANY PORTION OF THE SITE SHALL BE
STABILIZED WITHIN 7 DAYS UPON COMPLETION OF CONSTRUCTION OR DEVELOPMENT ACTIVITIES IN THAT AREA.
12. INSTALL SUBGRADE STONE PER PLANS AND BEGIN CONSTRUCTION STAKING ACTIVITIES.
13. BEGIN BUILDING AND PARKING LOT CONSTRUCTION.
14. NO SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHOUT APPROVAL OF NCDEQ LAND QUALITY SECTION - (919) 791-4211.
15. UPON ACHIEVING ROUGH GRADE OF FINISHED ELEVATIONS AND ALL NECESSARY GRADING ACTIVITIES, APPLY TOPSOIL A MINIMUM OF 4" THICK TO ALL AREAS
REQUIRING PERMANENT VEGETATION.
16. APPLY FERTILIZER, LIME, PERMANENT SEEDING OR SOD TO ALL FINISHED AREAS PER THE DETAILS SHEET.
17. INSTALL BLANKET MATTING ON ALL SLOPES 3:1 OR GREATER. WHEN THE SITE IS STABILIZED. MAT SLOPES IN SUMMER AND WINTER. GRADED SLOPES AND FILLS
SHALL BE PROTECTED WITH A ROLLED EROSION CONTROL PRODUCT IF COMPLETED OUTSIDE OPTIMUM GERMINATION SEASONS, WHEN UNFAVORABLE
WEATHER CONDITION PREVENT ESTABLISHMENT OF VEGETATED GROUND COVER.
18. ONCE THE SITE IS STABILIZED CONVERT SKIMMER BASIN TO PERMANENT STRUCTURE BY DEWATERING THROUGH A SILT SOCK, REMOVING & DISPOSING OF
ACCUMULATED SEDIMENT, EXCAVATING A DAM OPENING, SEEDING & CONSTRUCTING IN ACCORDANCE W/ PLAN SHEET D-6. THE SITE IS ONLY 22% IMPERVIOUS
SO A PERMANENT STORMWATER DEVICE IS NOT REQUIRED.
19. REMOVE TEMPORARY EROSION CONTROL MEASURES, INCLUDING SILT FENCE, INLET PROTECTION & TEMPORARY DIVERSIONS ONCE SITE IS STABILIZED.
20. WHEN THE SITE IS FULLY STABILIZED, AND PERMANENT VEGETATION IS ESTABLISHED, CONTACT ENGINEER, HARNETT COUNTY, & NCDEQ.
EXISTING CONDITIONS AND DEMOLITION PLAN
C-3
C-2
C-1COVER SHEET
SHEET INDEX
SEDIMENT & EROSION CONTROL PLAN
SITE DETAILS
C-5SITE & UTILITY PLAN
D-1
D-2
C-4
GRADING & STORM DRAINAGE PLAN
SITE DETAILS
C-6
C-7
POST DEVELOPMENT DRAINAGE MAP
TRUCK TRACKING PLAN
EROSION CONTROL DETAILS D-3
SKIMMER BASIN STANDARD DETAILS D-4
D-5SKIMMER BASIN DETAILS
C-2ATURNLANE PLAN AND SYMMETRICAL WIDENING
D-6CONVERTED SKIMMER BASIN
SR 1441
SR 1427
D-7EPA STORMWATER REQUIREMENTS
D-2AWATER MAIN DETAILS, NOTES & PROFILE
WTWTTTW W W W W W W W W W W W W
W W W W W W W W W W W W WW
WWREVISE PER COUNTY, PUBLIC WORKS AND DOT COMMENTS02/22/19BWHBYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.NET)MWH (MATT.HASTINGS@SUMMITDE.NET)18-0174FUQUAY VARINA DOLLAR GENERALFUQUAY VARINA, NC 27526U.S. 401 NORTHCONSTRUCTION DRAWINGSCreatively Inspired - Technically ExecutedLicense #: P-0339504 Meadowland DriveHillsborough, NC 27278-8551Voice: (919) 732-3883 Fax: (919) 732-6676www.summitde.netFIRST ISSUE DATEBWH (BRAD.HOPPE@SUMMITDE.NET)08-08-2018LOWER SITE 0.5'07/16/19BWH18-0174_XC
C-2 EXISTING CONDITIONS ANDDEMOLITION PLANU.S. 401 N
60' R/W
CHALYBEATE SPRINGS ROAD 60' R/W1 inch = ft.
GRAPHIC SCALE
( IN FEET )
30
EXISTING CONDTIONS/SURVEY NOTES:
1. TOPOGRAPHIC SURVEY, DATA AND LOCATIONS BY STEVEN CRUTCHFIELD (SEE COVER SHEET).
2. ALL MEASUREMENTS ARE HORIZONTAL GROUND DISTANCES AND AREAS HAVE BEEN CALCULATED BY COORDINATE
METHOD.3. THE LOCATION OF UNDERGROUND UTILITIES ARE SHOWN BASED ON VISIBLE EVIDENCE AND DRAWINGS PROVIDED TO
THE SURVEYOR. EXACT LOCATION OF UNDERGROUND UTILITIES AND STRUCTURES MAY VARY FROM THAT SHOWN AND
ADDITIONAL BURIED UTILITIES MAY EXIST. CONTACT THE APPROPRIATE UTILITY COMPANIES FOR INFORMATIONREGARDING BURIED UTILITIES. SPECIAL CARE SHALL BE EXERCISED DURING ANY SUBGRADE WORK OR DEMOLITION TOPREVENT UNINTENDED LOSS OF SERVICE TO SURROUNDING PROPERTIES.
4. THIS PROPERTY IS NOT LOCATED WITHIN A FLOOD HAZARD ZONE.5. THIS PROPERTY IS WITHIN THE CAPE FEAR RIVER BASIN.
DEMOLITION NOTES:
1. ALL DEMOLITION, TRANSPORT, AND DISPOSAL OF WASTE MATERIALS SHALL BE IN ACCORDANCE WITHALL APPLICABLE TOWN, COUNTY, STATE AND FEDERAL REGULATIONS.
2. REGULATED MATERIALS SUCH AS ASBESTOS, LEAD, ETC. MAY EXIST ON SITE AND SHALL BE IDENTIFIED
AND A PLAN FOR DEMOLITION AND DISPOSAL PRESENTED TO AND APPROVED BY THE CITY/COUNTYAND OWNERS PRIOR TO COMMENCING DEMOLITION ON CORRESPONDING STRUCTURES.
3. THE LOCATIONS OF ALL EXISTING FEATURES SHOWN ON THIS SHEET WERE PROVIDED AS PART OF THE
SURVEY REFERENCED ON THIS SHEET. OTHER UNIDENTIFIED UTILITIES OR SITE FEATURES MAY EXISTAND SPECIAL CARE SHALL BE EXERCISED DURING ANY SUBGRADE WORK OR DEMOLITION TO PREVENTUNINTENDED LOSS OF SERVICE TO SURROUNDING PROPERTIES.
4. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY PERMITS FOR WORK IN THE NCDOT RIGHTS OF
WAY. ANY DAMAGED INFRASTRUCTURE IN THE RIGHTS-OF-WAY CAUSED BY CONSTRUCTION ACTIVITIESMUST BE REPAIRED TO NCDOT STANDARDS. THIS INCLUDES, BUT IS NOT LIMITED TO UTILITIES, CURB &
GUTTER, PAVEMENT, SIGNS AND ROADSIDE SWALES.
5. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN, IF REQUIRED BY ENCROACHMENT PERMIT TONCDOT FOR APPROVAL PRIOR TO ANY WORK WITHIN THE NCDOT RIGHT-OF-WAY.
6. POLE RELOCATION TO BE COORDINATED BY CONTRACTOR AND THE POWER COMPANY CONTACT ONSHEET C-1.
Know what's below.before you dig.Call
R
S
OHU
LEGEND
- WATER METER
- CLEANOUT
- FIRE HYDRANT
- UTILITY POLE
- LIGHT POLE
- BOLLARD
- POST INDICATOR VALVE
- SANITARY SEWER MANHOLE
- TELEPHONE PEDESTALT
D
- ELECTRIC ACCESS
- GAS METER
- GAS REGULATOR
- WATER VALVE
- STORM MANHOLE
- DROP INLET
- STORM PIPE
- OVERHEAD UTILITY
- FENCE
- SANITARY SEWER
PRE-DEVELOPMENT DA 1
AREA - 3.60 AC
Wooded - 3.60 AC
CN - 60
Overland flow - 100' @ 3.5%
Shallow Concentrated Flow - 545' @ 3.80%
Tc FLOWPATH
EXISTING CUTOVER TO
BE GRUBBED
PRE-DEVELOPMENT DA 2
AREA - 0.10 AC
Grass - 0.10 AC
CN - 61
EXISTING UTILITY POLE &
OVERHEAD LINES TO BERELOCATEDEXISTING SIGN TO BE RELOCATED EXISTING SIGN TO BE RELOCATED
N/F NORFOLK SOUTHERN R/W
N/F JERRY C & SUE A SEARS
PIN: 0654-50-3802.000
PID: 080654 0019
N/F BETHEA FELIX
PIN: 0654-51-2521.000
PID: 080654 0081
N/F CAROLYN ELAINE &
JOE MICHAEL BREWINGTON
PIN: 0654-51-3503.000
PID: 080654 0110
N/F EDNA M LANIER
PIN: 0654-51-3553.000
PID: 080654 0106
N/F PAUL STEWART
PIN: 0654-51-4532.000
PID: 080654 0016
N/F CURRIN HEIRS LLC
PIN: 0654-51-8196.000
PID: 080654 0083
EXISTING FIRE HYDRANT
Tc FLOWPATH
PROPOSED DRAINFIELD AREA.
REMOVE 15' FROM END OF
EXISTING CULVERT
N/F VIRGINIA FAYE & PARSONS ELIZABETH SENTER
PIN: 0654-51-3127.000
PID: 080654 0100
EXISTING CONCRETE DITCHTO BE REMOVED
SEPTIC SOILS AREA. CONTRACTOR TO
LIMIT CONSTRUCTION ACTIVITIES TO
LIGHT EQUIPMENT ONLY. HAND CLEARINGIS PREFERRED IF NECESSARY.
PROPERTY WAS RECENTLYTIMBERED SO TREELINE IS
APPROXIMATE ONLY
EXISTING 12" PVCWATERLINE
EXISTING R/W
EXISTING 36" CLASS 150
DUCTILE IRON WATERLINE
36" BUTTERFLY VALVE
WTTTTW W W W W W W W W W W W W
W W W W W W W W W W W W W
WW210
209
208
207
206
205
204
203
202
201
200
199
198
197
198
198
198
197
2
0
7
2
0
6
2
0
4
2
0
3
2
0
2
196197198200
203 198197196195195
190
192
191
188
191192
REVISE PER COUNTY, PUBLIC WORKS AND DOT COMMENTS02/22/19BWHBYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.NET)MWH (MATT.HASTINGS@SUMMITDE.NET)18-0174FUQUAY VARINA DOLLAR GENERALFUQUAY VARINA, NC 27526U.S. 401 NORTHCONSTRUCTION DRAWINGSCreatively Inspired - Technically ExecutedLicense #: P-0339504 Meadowland DriveHillsborough, NC 27278-8551Voice: (919) 732-3883 Fax: (919) 732-6676www.summitde.netFIRST ISSUE DATEBWH (BRAD.HOPPE@SUMMITDE.NET)08-08-2018LOWER SITE 0.5'07/16/19BWH17-0374_S
C-2A TURN LANE PLAN ANDSYMMETRICAL WIDENINGKnow what's below.before you dig.Call
R
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
40
12' TRAVEL LANE
12' TRAVEL LANE
12' TURN LANE
12' TRAVEL LANE
12' TURN LANE
12' TRAVEL LANE
150'100'200'
150'100'
300'32.3'32.2'US 401 N
60' R/W
CHALYBEATE SPRINGS ROAD 60' R/WEXISTING EDGE OF PAVEMENT
PROPOSED EDGE OF PAVEMENT 42'EXISTING R/W
DESIGN CRITERIA
S=50 MPH W=6'
A=WS=6(50)=300'
NCDOT ROAD DESIGN MANUAL - PART I
SECTION 9-1, FIGURE 4 (F-4B)
PROPOSED
DOLLAR GENERAL
BUILDING
130' x 70'
FF ELEV = 198.75'
PROPOSED 3' PAVED SHOULDER
45'R
45'R
36'
ALL PAVEMENT MARKINGS SHALL BE
THERMOPLASTIC MARKINGS W/RAISED NON-SNOWPLOWABLE MARKERS
PROPOSED R/W
25'
25'
TAPER MILLING(0"-2")
TAPER MILLING
(0"-2")
SURFACE COURSE
(2.0" S 9.5 C)
BASE COURSE
(5.0" B 25.0 C)
INTERMEDIATE COURSE
(3.0" I 19.0 C)
COMPACTED SUBGRADE
PAVEMENT WIDENING DETAIL
N.T.S.
NOTE:
1. 2" SURFACE COURSE TO COVER ENTIRE WIDTH OF
ROAD FROM BEGINNING OF WIDENING TO THE END OFWIDENING.
DUE TO REVISED DITCH ALIGNMENT THE
CONTRACTOR SHALL REPLACE ALL REMOVED
CONCRETE DITCHES WITH NEW CLASS BCONCRETE DITCHES ALL OTHER SLOPES SHALL
BE LINED W/ NAG SC250 MATTING OR EQUAL. IF
THE CONCRETE DITCH IS NOT DISTURBED BYCONSTRUCTION IT CAN REMAIN.
GAS LINE
WTTTTW W W W W W W W W W
W W W W W W W W W WW
WW200
2
0
1
197198209208199
196
2
1
2
2
1
1
196 195198198
198
192.50
192.50
205
208
203
192 191 190 189.50 189
188
189.50
18
9
.
5
0 19119119019
1
19
2
198
197
198
199
200
201
202
203
204
206
207
209
210
2
0
7
2
0
6
2
0
5
2
0
4
2
0
3
2
0
2
201
197
197 197196195197 196 195 194 193
196191
200
Know what's below.before you dig.Call
R REVISE PER COUNTY, PUBLIC WORKS AND DOT COMMENTS02/22/19BWHBYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.NET)MWH (MATT.HASTINGS@SUMMITDE.NET)18-0174FUQUAY VARINA DOLLAR GENERALFUQUAY VARINA, NC 27526U.S. 401 NORTHCONSTRUCTION DRAWINGSCreatively Inspired - Technically ExecutedLicense #: P-0339504 Meadowland DriveHillsborough, NC 27278-8551Voice: (919) 732-3883 Fax: (919) 732-6676www.summitde.netFIRST ISSUE DATEBWH (BRAD.HOPPE@SUMMITDE.NET)08-08-2018LOWER SITE 0.5'07/16/19BWH18-0174_G
C-3 POST DEVELOPMENT DRAINAGE MAP1 inch = ft.
GRAPHIC SCALE
( IN FEET )
30
PROPOSED
DOLLAR GENERAL
BUILDING
130' x 70'
FF ELEV = 198.75'
US 401 NORTH
60' R/W
CHALYBEATE SPRINGS ROAD 60' R/WPOST-DEVELOPMENT DA 1B
AREA - 1.82 AC
Grass - 1.82 AC
CN - 61
Overland flow - 100' @ 6.0%
Shallow Concentrated Flow - 562' @ 2.0%
POST-DEVELOPMENT DA 2
AREA - 0.10 AC
Grass - 0.10 AC
CN - 61
POST-DEVELOPMENT DA 1A
AREA - 1.725 AC
Impervious - 0.91 AC
Grass - 0.815 AC
CN - 80.5
Overland flow - 100' @ 2.0%
Shallow Concentrated Flow - 420' @ 1.7%
Tc FLOWPATH
Tc FLOWPATH
1.5%1.25%25%4.8%8.9%GRADING & STORM LEGEND:
EXIST / PROPOSED
LIMITS OF DISTURBANCE &
TREE PROTECTION FENCE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
LIMITS OF DISTURBANCE
EXISTING STORM PIPE
PROPOSED STORM PIPE
LD
JUNCTION BOX
TREE PROTECTION FENCE
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
TP TP
LD/TP LD/TP
D
S
T
EXISTING GAS METER
EXISTING GAS REGULATOR
EXISTING WATER VALVE
EXISTING WATER METER
EXISTING CLEANOUT
EXISTING FIRE HYDRANT
EXISTING UTILITY POLE
EXISTING LIGHT POLE
EXISTING BOLLARD
EXISTING POST INDICATOR VALVE
EXISTING SANITARY SEWER MANHOLE
EXISTING TELEPHONE PEDESTAL
EXISTING ELECTRIC ACCESS3.0%1.5%
LDLDLDLDLDLDLDLD
LD LD LD
LD
LD LD LD LD
LDLDLDLDLDLDLDLDLDL
D
L
D
L
D
LD
LD
LD
LD
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LDSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF
SF
SF SF SF SF SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD198
198197196198
197 196 195 194 193 192
1
8
8
.
5
0
19
0
19
2
198196194197
2012
0
2
2
0
3
2
0
4
2
0
5
2
0
6
2
0
7
209210
208
207
206
205
204
203
202
201
200
199
198
192.50
192 191 190
189
188
188.50
191
192.50191191Know what's below.before you dig.Call
R REVISE PER COUNTY, PUBLIC WORKS AND DOT COMMENTS02/22/19BWHBYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.NET)MWH (MATT.HASTINGS@SUMMITDE.NET)18-0174FUQUAY VARINA DOLLAR GENERALFUQUAY VARINA, NC 27526U.S. 401 NORTHCONSTRUCTION DRAWINGSCreatively Inspired - Technically ExecutedLicense #: P-0339504 Meadowland DriveHillsborough, NC 27278-8551Voice: (919) 732-3883 Fax: (919) 732-6676www.summitde.netFIRST ISSUE DATEBWH (BRAD.HOPPE@SUMMITDE.NET)08-08-2018LOWER SITE 0.5'07/16/19BWH1 inch = ft.
GRAPHIC SCALE
( IN FEET )
30
18-0174_EC
C-4 SEDIMENT AND EROSIONCONTROL PLANCONSTRUCTION ENTRANCE NOTES:
1. CONSTRUCTION ENTRANCE SHALL BE 12' MINIMUM WIDTH AND 70' MINIMUM LENGTH AND 6" MINIMUM THICKNESS OF STONE (1.5"-3.5") COARSE AGGREGATE WITH GEOTEXTILE UNDERLINER. SEE SHEET D-2
2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 1.5"-3.5" STONE, AS CONDITIONS DEMAND, AND
REPAIR AND/OR CLEAN OUT OF ANY STRUCTURE USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES OR SITE ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY.
3. WHEELS MUST BE CLEANED TO REMOVE MUD PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR
SEDIMENT BASIN LOCATED PER THE CITY OR STATE REQUIREMENTS.
EROSION CONTROL & MAINTENANCE PLAN NOTES:
1. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS, SPECIFICATIONS AND DETAILS OF THE NORTH CAROLINA EROSION & SEDIMENT CONTROL PLANNING & DESIGN MANUAL.
2. RETAIN FLOATABLE WIND BLOWN MATERIALS ON SITE BY STORING ALL TRASH AND BUILDING MATERIAL WASTE IN ENCLOSURES UNTIL DISPOSAL AT OFF-SITE FACILITIES. CHECK ADJACENT AREAS DAILY AND PICK UP CONSTRUCTION WASTE
MATERIALS AND DEBRIS THAT HAVE BLOWN OR WASHED OFF SITE.
3. PERMANENTLY STABILIZE ALL SURFACE AREA WITHIN AND ADJACENT TO THIS SITE THAT IS DISTURBED BY VEHICLES, GRADING AND OTHER CONSTRUCTION FOR THE PROPOSED FACILITY. STABILIZATION IS OBTAINED WHEN THE DISTURBED
SURFACE IS COVERED WITH STRUCTURES, PAVING AND OR PERENNIAL VEGETATION HAVING A UNIFORM COVERAGE DENSITY OF AT LEAST 70%. STABILIZATION OF ALL DISTURBED AREA IS REQUIRED BEFORE TERMINATION OF MAINTENANCE
AND REMOVAL OF EROSION CONTROL MEASURES.
4. CONTRACTORS SHALL INSPECT POLLUTION CONTROL MEASURES AT LEAST ONCE EVERY 14 DAYS AND WITHIN 24 HOURS AFTER A STORM EVENT OF 1/2 INCH OR GREATER. DAMAGED MEASURES THAT PROVE TO BE INEFFECTIVE SHALL BE
REPLACED WITH MORE EFFECTIVE MEASURES OR ADDITIONAL MEASURES WITHIN SEVEN DAYS. REPEATED FAILURE OF A CONTROL MEASURE REQUIRES INSTALLATION OF A MORE SUITABLE DEVICE TO PREVENT DISCHARGE OF POLLUTANTSFROM THE CONSTRUCTION SITE.
5. INSTALLATION OF ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE CITY OR COUNTY. CONTRACTOR TO VERIFY REQUIREMENTS PRIOR TO BEGINNING ANY WORK ON PROJECT SITE.
6. CARE SHALL BE TAKEN TO MINIMIZE THE ENCROACHMENT OF SEDIMENT INTO ALL STORM DRAIN APPURTENANCES, PUBLIC STREETS, AND ONTO PRIVATE PROPERTY UNTIL IMPERVIOUS MATERIAL (ROAD/PARKING AREA SURFACE) IS APPLIED
OR UNTIL PROPOSED LANDSCAPE HAS BEEN ESTABLISHED.
7. ALL AREAS NOT SHOWN AS PAVEMENT OR BUILDING UNDER FINAL CONSTRUCTION SHALL BE TEMPORARILY AND PERMANENTLY SEEDED AS REQUIRED.
8. ALL GRASS SLOPES WHICH EXCEED 3:1 (H:V) AND ALL SWALES SHALL UTILIZE NORTH AMERICAN GREEN (NAG) CONSTRUCTION PRODUCTS TURF REINFORCEMENT MATS SC150 OR APPROVED EQUAL UNLESS OTHERWISE SPECIFIED ON PLANS.
MATS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND STANDARDS. CONTRACTOR SHALL COORDINATE INSTALLATION INSPECTION WITH MANUFACTURER.
9. THE CONTRACTOR SHALL PROVIDE COPIES OF VALID PERMITS FOR ANY OFFSIDE BORROW OR WASTE AREAS.
STABILIZATION TIMEFRAMES
Site Area Description Stabilization Timeframe Exceptions
Perimeter dikes, swales,ditches and slopes 7 days None
High Quality Water (HQW)Zones 7 days None
Slopes steeper than 3:1 7 days If slopes are 10’ or less in lengthand are not steeper than 2:1, 14days are allowed
Slopes 3:1 or flatter 14 days 7 days for slopes greaterthan 50’ in length
All other areas with slopes
flatter than 4:1 14 days None, except for perimeters andHQW Zones
DISTURBED AREA
2.73 ACRES
*NO NATURAL WETLANDS ARE IDENTIFIED ON THIS SITE.
NOTES:
1. ALL SLOPES 3:1 AND STEEPER, AND DITCHES SHALL BE STABILIZED
WITHIN 7 DAYS AND BE LINED WITH BLANKET MATTING.2. PERMANENT GROUNDCOVER WILL BE PROVIDED FOR ALL
DISTURBED AREAS WITHIN 15 WORKING DAYS OR NO MORE THAN 90CALENDAR DAYS (WHICHEVER IS SHORTER).
3. ROADSIDE DITCHES MUST HAVE MATTING IMMEDIATELY UPON
CONSTRUCTION OR BY END OF DAY IF CONSTRUCTION CANNOT BECOMPLETED IN ONE DAY.
LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
100
CE
SF
OP
TEMPORARY STONE CONSTRUCTIONENTRANCE (26'X100')
SILT FENCE
OUTLET PROTECTION
LD LIMITS OF DISTURBANCE
TEMPORARY & PERMANENT SEEDING
IP INLET
PROTECTION
SF
LD
DD DIVERSIONDITCH
BM BLANKET MATTING
SB SKIMMER BASIN
TS
PS
BM
BM
BM
US 401 N
60' R/W
CHALYBEATE SPRINGS ROAD 60' R/WSF
PROPOSED
DOLLAR GENERAL
BUILDING
130' x 70'
FF ELEV = 198.75'
CE
TS/PSTS/PS 4:14:14:1
SPOIL/STOCKPILEAREA
TS/PS
LD
LD
SF
SF
SF
LD
LD
LD
OP
SKIMMER(SEE DETAIL SHEET D-5)
SB
IP OP
SEE DETAIL SHEET D-4 & D-5
FOR DETAILS ON INSTALLMENT
SWALE #1SWALE #2
IP
BAFFLES
CONCRETEWASHOUT AREA
SFSFOSILT FENCE OUTLET
SFO
BM
BM
NAG C125OR EQUAL
NAG C125OR EQUAL
SFOSFO
BM
BM
WTTTTW W W W W W W W W W W W W W
W W W W W W W W W W W W W WW
WWWWWWW
WWG G G G G G
G0+001+00 2+00 3+00
3
+
8
4 REVISE PER COUNTY, PUBLIC WORKS AND DOT COMMENTS02/22/19BWHBYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.NET)MWH (MATT.HASTINGS@SUMMITDE.NET)18-0174FUQUAY VARINA DOLLAR GENERALFUQUAY VARINA, NC 27526U.S. 401 NORTHCONSTRUCTION DRAWINGSCreatively Inspired - Technically ExecutedLicense #: P-0339504 Meadowland DriveHillsborough, NC 27278-8551Voice: (919) 732-3883 Fax: (919) 732-6676www.summitde.netFIRST ISSUE DATEBWH (BRAD.HOPPE@SUMMITDE.NET)08-08-2018LOWER SITE 0.5'07/16/19BWH17-0374_S
C-5 SITE & UTLITY PLANKnow what's below.
before you dig.Call
R
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
30
OWNER / DEVELOPER:
PAR 5 DEVELOPMENT GROUP, LLC
JODY BLAND
2075 JUNIPER LAKE RD
WEST END, NC 27376
(910)944-0881 (PHONE)
MATT HASTINGS, PE
SUMMIT DESIGN & ENGINEERING SERVICES
606 BROAD STREET, SUITE C
SOUTH BOSTON, VA 24592
(434) 575-0617 (PHONE)
(434) 579-4604 (CELL)
MATT.HASTINGS@SUMMITDE.NET
CIVIL & SITE ENGINEER CONTACT:
SITE INFORMATION
OWNER
CONTACT:
MAILING ADDRESS:
TELEPHONE NUMBER:
PRN:
PROPERTY ADDRESS:
PLANNING JURISDICTION:
STATE:
RECEIVING CHANNEL
RIVER:
RIVER BASIN:
HUC:
FEMA MAP NUMBER:
SOILS:
DB/PG:
TOTAL AREA:
PROP. IMPERVIOUS AREA:
MAX.ALLOWABLE:
MIN.LOT SIZE:
MIN.LOT WIDTH:
OPEN SPACE:
ZONING
CURRENT USE:
PROPOSED USE:
LAND USE CLASSIFICATION:
NC WATERSHED:
FRONT SETBACKS:
SIDE SETBACK:
REAR SETBACKS:
HOURS OF OPERATION:
PAR 5 DEVELOPMENT GROUP, LLC
JODY BLAND
2075 JUNIPER LAKE RD
WEST END, NC 27376
(919) 944-0881
0654-51-3127
US ROUTE 401 N
HARNETT COUNTY
NORTH CAROLINA
CAPE FEAR RIVER
CAPE FEAR
NAME: DESCRIPTION: SLOPES:
DoB (DOTHAN 2-6%
LOAMY SAND)
2001/169
3.69 ACRES
COMM
VACANT
COMMERICAL - RETAIL
35'
20'
25'
HECTOR CREEK
.
0.83 ACRES (22%)
36%
30,000 SF
100'
-
3720065400J
A. GENERAL CIVIL SITEWORK NOTES:
1.DEVELOPER AND/OR CONTRACTOR IS RESPONSIBLE FOR ANY NATIONAL, STATE AND/OR LOCAL STORM WATER
POLLUTION PREVENTION PLAN (SWPPP) REQUIREMENTS. EROSION CONTROL MEASURES SHALL BE INSTALLED AS
REQUIRED TO INSURE THAT NO SEDIMENT IS CONVEYED OFF THE SITE TO ADJACENT PROPERTIES. AT A MINIMUM,
CONTRACTOR/DEVELOPER SHALL SEED, FERTILIZE AND MULCH ALL DISTURBED AREAS. A SUITABLE STAND OF
GRASS SHALL BE OBTAINED AT ALL UNIMPROVED AND NON-LANDSCAPED AREAS.
2.PROVISIONS FOR LOCAL AND/OR REGIONAL LANDSCAPING REQUIREMENTS, INCLUDING LANDSCAPING IRRIGATION,
ARE NOT SHOWN ON THESE DRAWINGS. DEVELOPER SHALL PROVIDE LANDSCAPING IN ACCORDANCE WITH
JURISDICTIONAL REQUIREMENTS.
3.HANDICAP REQUIREMENTS SHOWN ON THE DRAWINGS ARE MINIMUM REQUIREMENTS. DEVELOPMENT SHALL BE IN
ACCORDANCE WITH FEDERAL AND LOCAL REQUIREMENTS FOR HANDICAP ACCESSIBILITY, INCLUDING BUT NOT
LIMITED TO THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES.
4.PRIOR TO FINAL ACCEPTANCE OF STORE BY DOLLAR GENERAL, THE SITE SHALL BE CLEAN OF ALL DEBRIS AND
TRASH.
5.DEVELOPER SHALL OBTAIN ALL JURISDICTIONAL APPROVALS AND PERMITS REQUIRED FOR THE DEVELOPMENT.
6.DOLLAR GENERAL MINIMUM PAVEMENT RECOMMENDATIONS MUST BE MET. DEVIATIONS WILL REQUIRE A
GEOTECHNICAL INVESTIGATION INCLUDING DESIGN RECOMMENDATIONS AND APPROVAL BY DOLLAR GENERAL
ARCHITECTURAL AND ENGINEERING DEPARTMENT.
7.CONNECTIONS BETWEEN EXISTING AND PROPOSED UTILITIES SHALL BE MADE AT TIMES MOST CONVENIENT TO
THE PUBLIC, WITHOUT ENDANGERING THE UTILITY SERVICE, AND IN ACCORDANCE WITH HRW REQUIREMENTS.
MAKE CONNECTIONS ON WEEKENDS, AT NIGHT, AND ON HOLIDAYS IF NECESSARY. THE CONNECTIONS MUST BE
MADE IN A TIME ACCEPTABLE TO HRW.
C. SITE PLAN GENERAL NOTES:
1.THE SITE PLAN IS BASED ON MINIMUM REQUIREMENTS FOR SITE ACCESS, PARKING AND FREIGHT
DELIVERY. DEVIATIONS FROM THIS PLAN SHALL INSURE PROPER SITE ACCESS FOR DOLLAR
GENERAL'S FREIGHT TRUCKS DURING NORMAL BUSINESS (OPERATING) HOURS. ON-SITE
DELIVERY TRUCK MANEUVERING PATHS SHALL BE DESIGNED UTILIZING DOLLAR GENERAL'S
73-FOOT LONG FREIGHT TRUCK. PATHS SHALL BE UNOBSTRUCTED AND FREE OF LANDSCAPE
ISLANDS, SIGNS, LIGHT POLES, BOLLARDS, ETC. HEAVY DUTY PAVEMENT IS REQUIRED ALONG THE
ENTIRE DELIVERY TRUCK (MANEUVERING) PATH. (SEE SHEET C-6)
2.A MINIMUM OF 30 PARKING SPACES, WHICH INCLUDE 2 HANDICAP ACCESSIBLE SPACES, ARE
REQUIRED FOR THIS DEVELOPMENT. THE NUMBER OF PARKING SPACES SHALL BE INCREASED AS
REQUIRED BY JURISDICTIONAL REQUIREMENTS. IF ADDITIONAL PARKING SPACES ARE REQUIRED
OR PROVIDED, THE TOTAL NUMBER OF H.C. SPACES SHALL BE INCREASED IN ACCORDANCE WITH
ADA REQUIREMENTS.
3.STANDARD PARKING SPACES SHALL HAVE MINIMUM SIZE OF 9'X 20' UNLESS LOCAL JURISDICTION
REQUIRE LARGER SPACES. PARKING SPACE STRIPING SHALL BE STANDARD 90 DEGREE STYLE.
MINIMUM SIZE OF H.C. PARKING SPACES AND ACCESS AISLE ARE SHOWN ON DETAILS.
4.PAINTED STANDARD PARKING SPACE AND ISLAND STRIPE COLOR SHALL BE YELLOW FOR ASPHALT
PAVEMENT AND CONCRETE PAVEMENT. COLOR FOR PAINTED H.C. ACCESSIBLE PARKING SPACE
STRIPES, ACCESS AISLE OR ISLAND STRIPES, H.C. SYMBOLS, SHALL BE PAINTED PER THE
REQUIREMENTS OF THE AUTHORITY HAVING JURSIDICTION. BOLLARDS SHALL BE PAINTED
YELLOW. PAINT SHALL BE REFLECTIVE TYPE.
5.PAINTED FIRE LANE STRIPING OR PAINTED CURBS SHALL BE PROVIDED AS REQUIRED BY
JURISDICTIONAL REQUIREMENTS.
6.CONCRETE PARKING STOPS SHALL BE USED AT PARKING SPACES ALONG THE OUTER PERIMETER
OF PARKING LOT WHEN CONCRETE CURBS ARE NOT USED.
7.CONCRETE PARKING STOPS SHALL NOT BE USED AT THE FRONT OF THE BUILDING OR ALONG THE
PERIMETER (ADJACENT) TO THE BUILDING.
8.THE SIDEWALK AT THE FRONT OF THE BUILDING SHALL BE A MINIMUM OF 9-FEET WIDE. THE
SIDEWALK SHALL INCLUDE A 10-FOOT MINIMUM WIDE ADA ACCESSIBLE RAMP CLOSE TO THE
STORE MAIN ENTRANCE. SIDEWALKS ALONG OTHER SIDES OF BUILDING SHALL BE MINIMUM 3'-6"
WIDE. SIDEWALKS ADJACENT TO BUILDING SLABS SHALL HAVE SEALED ISOLATION JOINTS AND
SHALL BE 6" HIGH ABOVE EXTERIOR OR PAVEMENT FINISH GRADES. ALL EXTERIOR SIDEWALKS
SHALL HAVE A BROOM FINISH.
9.PORTLAND CEMENT SIDEWALKS SHALL BE MINIMUM 4" THICK WITH A 6" HIGH CURB AT ALL
PAVEMENT TRANSITIONS, USE WELDED WIRE FABRIC REINFORCING.
10.THE PREFERRED WIDTH OF SITE CURB CUTS IS 36' WITH ONE ENTRANCE LANE AND TWO (RIGHT
TURN AND LEFT TURN) EXIT LANES.
11.DRIVEWAY CONSTRUCTION WITHIN ROAD RIGHT-OF-WAYS, INCLUDES RADIUS SIZES, PAVEMENT
MARKINGS, DRIVEWAY WIDTHS, ETC., SHALL BE IN ACCORDANCE WITH JURISDICTIONAL
REQUIREMENTS.
12.SITE PLANS SHALL UTILIZE DOLLAR GENERAL'S PROTOTYPICAL BUILDING DESIGN WITH 70'-0" BY
130'-0" DIMENSIONS. SHOULD SITE CONSTRAINTS NOT ALLOW THE PROTOTYPICAL BUILDING
DESIGN, DEVELOPER SHALL CONTACT DOLLAR GENERAL SITE COMPLIANCE COORDINATORS FOR
OPTIONS AND APPROVAL. GROW BUILDING OUTWARD IF NECESSARY TO MAINTAIN CLEAR SALES
FLOOR AREA AS SHOWN ON SHEET A1.
13.THE ACTUAL LOCATION FOR THE PYLON SIGN SHALL BE SITUATED FOR OPTIMUM VISIBILITY ALONG
THE MAIN FRONT TRAFFIC CORRIDOR.
14.THE LANE OR DRIVE BETWEEN PARKING SPACES SHALL HAVE A MINIMUM WIDTH OF 36' WHEN LANE
IS HEAVY DUTY PAVEMENT AND USED FOR FREIGHT TRUCK MANEUVERING. THE LANE SHALL HAVE
A MINIMUM WIDTH OF 24' WHEN THE LANE IS CONSTRUCTED OF STANDARD DUTY PAVEMENT AND
NOT USED FOR FREIGHT TRUCK MANEUVERING.
15.BUILDING CORNERS ADJACENT TO PAVED AREAS SHALL BE BOLLARD PROTECTED. ABOVE GROUND
UTILITY APPURTENANCES, SUCH AS METERS, TRANSFORMERS, FIRE HYDRANTS IN PAVED AREAS,
ETC. SHALL BE BOLLARD PROTECTED.
16.DOWNSPOUTS SHALL NOT BE ALLOWED TO DISCHARGE ON CONCRETE SIDEWALKS. SEE DETAIL
ON THIS SHEET.
17.DUMPSTER AND DELIVERY PADS SHALL BE CONSTRUCTED OF CONCRETE AS DETAILED ON THE
DRAWINGS. AN ENCLOSURE SHALL BE PROVIDED ON THE DUMPSTER PAD IF REQUIRED BY
JURISDICTIONAL REQUIREMENTS, OR IF VISIBLE BY CUSTOMER TRAFFIC OR ABUTTING
RESIDENTIAL. SANITARY SEWER AND DOMESTIC HOT WATER SHALL BE PROVIDED AT DUMPSTER
AREA IF REQUIRED BY JURISDICTIONAL REQUIREMENTS.
18.SEPTIC SYSTEM DESIGN BY OTHERS.
19.HOLDING TANK SYSTEMS ARE NOT ALLOWED.
20.LIFT STATIONS ARE NOT ALLOWED WITHOUT DOLLAR GENERAL APPROVAL.
21.EXTERIOR WALLS AND FOUNDATION SHALL HAVE WATERPROOFING.
22.FINISHED GRADE AT EXTERIOR WALLS SHALL BE A MINIMUM OF 6" BELOW FINISHED FLOOR AT ALL
NON-PAVED AREAS.
23.ALL DOWNSPOUTS DISCHARGING ONTO NON PAVED AREAS ARE TO HAVE A MINIMUM FIVE FOOT
PERFORATED LANDSCAPE PIPE STRAPPED TO A MINIMUM 12 INCH X 24 INCH CONCRETE SPLASH
BLOCK.
24.FINISH FLOOR TO BE A MINIMUM OF 12 INCHES ABOVE 100 YEAR FLOOD PLAIN.
25.IF AN UNOBSTRUCTED VIEW EXISTS OF A RESIDENTIAL BUILDING BETWEEN TENANT PARCEL AND
ADJACENT PARCEL, THEN LESSOR SHALL CONSTRUCT A PRIVACY FENCE IN ACC0RDANCE WITH
TENANT'S PROTOTYPE CRITERIA SET PLANS AND ANY APPLICABLE GOVERNMENTAL AGENCIES.
26.PAR 5 DEVELOPMENT GROUP IS RESPONSIBLE FOR SITE AND LANDSCAPING MAINTENANCE,
INCLUDING PARKING LOT AND ALL BUFFERS.
27.THE EXPECTED WATER DEMAND FOR THIS STORE IS 200 GALLONS PER DAY. THIS IS BASED ON
ACTUAL USAGE AT OTHER STORE LOCATIONS.
28.CONTRACTOR SHALL ADJUST ALL WATER VALVES, METER BOXES, ETC. TO FINISH GRADE IN
ACCORDANCE WITH HARNETT CO. DEPARTMENT OF PUBLIC WORKS STANDARDS AND
SPECIFICATIONS.
B. SITE ELECTRICAL AND SIGNAGE GENERAL NOTES:
1.UNDERGROUND ELECTRICAL SERVICE IS PREFERRED FOR DOLLAR GENERAL DEVELOPMENTS. TRANSFORMER PAD
DESIGN SHALL BE PROVIDED BY ELECTRICAL UTILITY PROVIDER AND SHALL BE BOLLARD PROTECTED WHEN
LOCATED IN A HAZARDOUS AREA.
2.SITE LIGHTING SHALL BE DESIGNED TO PROVIDE A MINIMUM OF 1.5 FOOT-CANDLES AT THE PARKING LOT AREAS,
BUILDING ENTRANCES, DUMPSTER AREA AND TRUCK DELIVERY AREA. THE OUTER PERIMETER OF THE BUILDING
SHALL BE LIGHTED FOR SECURITY. SITE LIGHTING SHALL BE INSTALLED ALONG THE WALLS OF THE BUILDING AND
POLE MOUNTED AT THE PERIMETER OF THE PARKING LOT AS NECESSARY.
3.REQUIRED POLE MOUNTED LIGHTING: 24' HEIGHT POLES WITH LED HEADS. CONFIRM WITH ELECTRICAL DRAWINGS
AND PHOTOMETRICS.
4.REQUIRED WALL MOUNTED LIGHTING: 400 WATT METAL HALIDE WALL PACKS. CONFIRM WITH ELECTRICAL DRAWINGS
AND PHOTOMETRICS.
5.LIGHTED PYLON SIGN: PROVIDE CONDUIT FROM ELECTRICAL PANEL TO LOCATION OF THE PYLON SIGN BASE. BURY
CONDUIT TO PYLON. THE CONDUIT IS TO BE 1" AND HAVE ONE SET OF 10/2 WIRE WITH GROUND AND A 20-AMP
2-POLE BREAKER AT THE PANEL. A TEMPORARY 3' TALL WIRING STAKE SHALL BE PROVIDED AT THE PYLON SIGN
LOCATION UNTIL THE SIGN IS PERMANENTLY INSTALLED.
6.LIGHTED BUILDING SIGN: PROVIDE CONDUIT FROM ELECTRICAL PANEL TO THE CENTER OF THE SIGN CANOPY. THE
CONDUIT IS TO BE 1" AND HAVE ONE SET OF 10/2 WIRE WITH GROUND AND A 20-AMP 2-POLE BREAKER AT THE PANEL.
BUILDING CANOPY MUST BE SUFFICIENTLY BUILT TO SUPPORT THE DOLLAR GENERAL SIGN. SIGN WEIGHT UP TO
1,400 LBS.
NOTE: IF THE LEASE SPECIFIES A 5'-0" X 40'-0" BUILDING SIGN OR 24" (OR LARGER) LETTER SET,
WITH TWO - 10/2 WIRE WITH GROUND AND TWO 20 AMP FUSES THE BUILDING CANOPY MUST BE
SUFFICIENTLY BUILT TO SUPPORT THE DOLLAR GENERAL SIGN
7.UNDERGROUND ELECTRICAL SHALL BE PROVIDED TO THE SITE LIGHT POLES.
8.THE FINAL PYLON SIGN CONNECTION AND UNDERGROUND CONDUIT IS LANDLORD RESPONSIBILITY.
9.DOLLAR GENERAL VENDOR PRICING FOR LIGHTING WALL PACKS AND POLE LIGHT FIXTURES ARE AVAILABLE FROM:
LED LLC, DISTRIBUTOR FOR ETI AND LSG. REFER TO VENDOR LIST.
IF STANDARD DG LIGHTING DOES NOT MEET JURISDICTIONAL REQUIREMENTS, CONTACT
LED LLC FOR ALTERNATIVE SITE SPECIFIC PHOTOMETRIC CALCULATIONS.
D. SITE PARKING LOT:
1.USE PAVING SPECIFICATIONS NOTED ON SHEET D1 UNLESS A CERTIFIED GEOTECH REPORT SPECIFIES AN ALTERNATE REQUIREMENT (SEE PAGE D4 FOR DETAILS) AND IS APPROVED BY
DOLLAR GENERAL.
2.PROVIDE PARKING LOT IN GOOD CONDITION, PROPERLY STRIPED WITH YELLOW PAINT. MINIMUM OF 30 PARKING SPACES REQUIRED, INCLUDING A MINIMUM OF 2 HANDICAP
ACCESSIBLE SPACES (PROPERLY MARKED, SIGNED, AND ADA COMPLIANT).
3.PROPER ACCESS FOR DOLLAR GENERAL'S FREIGHT TRUCKS (FREIGHT TRUCKS ARE APPROXIMATELY 73'-0" IN TOTAL LENGTH) ARE REQUIRED DURING NORMAL BUSINESS HOURS. THIS
INCLUDES A TRUCK PATH THAT IS FREE OF LANDSCAPE ISLANDS, SIGNS, LIGHT POLES, AND OTHER BARRIERS WHILE MAINTAINING WIDE RADIUS CURVES ON ALL ENTRANCES AND
EXITS. HEAVY DUTY PAVING REQUIRED FOR TRUCK PATHS.
4.PROVIDE PROTECTION (BOLLARDS, GUARD RAILS, OR EQUIVALENT) FOR ELECTRIC, GAS, HVAC, AND WATER METERS THAT ARE IN POTENTIALLY HAZARDOUS LOCATIONS.
5.CONTRACTOR WILL COMPLETE ALL SITE WORK: FINAL GRADING, LANDSCAPING, SEEDING, PAVING, RETENTION, AND REMOVAL OF DEBRIS.
6.ROUTE DOWNSPOUTS UNDER SIDEWALKS AS DETAILED ON THIS SHEET AT ALL SIDEWALK LOCATIONS.
7.PLEASE NOTE THAT THERE SHOULD NOT BE ANY PARKING STOPS LOCATED DIRECTLY IN FRONT OF OR DIRECTLY ADJACENT TO THE BUILDING.
8.EROSION CONTROL AROUND PROPERTY IS REQUIRED BY CONTRACTOR.
9.CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING ALL VEGETATION AND REGIONAL APPROPRIATE LANDSCAPING. ALL LOCAL LANDSCAPE REQUIREMENTS MUST BE MET.
10.THE CONCRETE DELIVERY TRUCK RECEIVING PAD MUST BE A MINIMUM OF 16'X16'. THE CONCRETE PAD MUST SLOPE AWAY FROM THE BUILDING AT 1/8" PER FOOT.
11.THE CONCRETE DUMPSTER PAD MUST BE A MINIMUM OF 18' X 18'.
12.THE DUMPSTER ENCLOSURE MUST BE 18' WIDE BY 12' DEEP AND HAVE WOOD FENCE ON ALL SIDES AND REAR WITH CHAIN LINK GATES AND PRIVACY SLATS AS A MINIMUM BASIS OF
DESIGN.
13.CONCRETE PARKING STOPS SHOULD BE LOCATED AT PERIMETER PARKING ZONES ONLY.
14.LANDSCAPING AND SITE WORK SHALL BE FREE OF DEBRIS AND IN LIKE NEW CONDITION.
E. HVAC SECURITY FENCING:
(**ONLY TO BE USED IF HVAC UNITS ARE ON THE GROUND)
PROVIDE THE FOLLOWING WHEN THE STORE IS DEFINED AS BOTH SELECT AND UTILIZING NNN LEASE.
1.PROVIDE 69 LINEAL FEET x 8'-0" HIGH 6 GAUGE CHAIN LINK FENCING.
2.SCHEDULE 40 GALVANIZED PIPE.
3.PROVIDE POLYETHYLENE THERMOPLASTIC PRIVACY SLATS, COLOR TO MATCH BUILDING WITH UV INHIBITORS. USE WHEN UNITS ARE FACING STREET OR
RESIDENTIAL.
4.PROVIDE (2) 30" GATES WITH COMMERCIAL GRADE HEAVY DUTY HINGES AND LOCKS, FRAMES TO BE SAME AS TOP RAIL.
5.MAINTAIN A MINIMUM OF 4'-0" IN-BETWEEN UNITS AND FENCING. FENCING IS TO BE 6" INSIDE OF THE EDGE OF CONCRETE PAD. ADJUST PAD AND FENCING
DIMENSIONS ACCORDINGLY.
6.PROVIDE RAZOR COIL FULL LENGTH OF FENCING, 18" DIAMETER, GALVANIZED.
7.CONFIRM NUMBER OF UNITS AND SIZE OF UNITS AND ADJUST PAD AND FENCING ACCORDINGLY.
8.ALL MECHANICAL AREAS LOCATED ON, BESIDE OR ADJACENT TO BUILDING SHALL BE SCREENED FROM THE VIEWS OF STREETS AND ADJACENT PROPERTY.
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
(SEE SHEET D1)
18'
PROPOSED
DOLLAR GENERAL
BUILDING
130' x 70'
FF ELEV = 198.75'
14 SPACES
12 SPACES5 SPACESDUMPSTER PAD
W/ ENCLOSURE
(18'x18' MIN.)
YELLOW
CURBING
AND BOLLARDS
-
PARKING LOT
STRIPING LEGEND
SURFACES SHOULD BE CLEAN, DRY AND
METAL SURFACES FREE OF HEAVY RUST 2
COATS SHERWIN WILLIAMS - KEM 4000
ACRYLIC ALKYD ENAMEL SAFETY YELLOW
B55Y300
STRIPING -
PARKING LOT
SURFACES SHOULD BE CLEAN, DRY. TOP
COAT SHERWIN WILLIAMS - PROMAR
TRAFFIC MARKING PAINT YELLOW TM5495
HANDICAP
STRIPING -
PARKING LOT
SURFACES SHOULD BE CLEAN, DRY. TOP
COAT SHERWIN WILLIAMS - PROMAR
TRAFFIC MARKING PAINT "H.C." BLUE
CONTRACTOR IS RESPONSIBLE FOR ALL PUBLIC UTILITY
CONNECTIONS (ELECTRIC, WATER, GAS, SEPTIC, SEWER) AS
WELL AS PROVIDING ALL INFRASTRUCTURES REQUIRED BY
UTILITY COMPANY 6"TYPYELLOW
STRIPING
1:1
2
M
A
X
S
L
O
P
E
5' TY
P
1.00%
T
Y
P
2.00%
TYPFL
U
S
H
30'
PROPOSED DRAINFIELD
W/ FUTURE REPAIR AREA
PROPERTY LINE
FaB (FUQUAY 0-6%
LOAMY SAND)
5'R
5'R
15'R
5'R
45'R45'R
50'
10'
5'R5'R23'R35'
SETBACK
20'
SETBACK
25'
SETBACK
SIGHT LIGHT POLE W/
CONCRETE BASE
LIGHTED PYLON SIGN
CONCRETE PARKING
STOPS (TYP.)
9' TYP.
CONCRETE SIDEWALK
20'40'20'US 401 N
60' R/W
CHALYBEATE SPRINGS ROAD 60' R/WEXISTING EOP
EXISTING FIRE HYDRANT27'65'10'5'31'28'1" SDR-9
PE TUBING
PROPOSED 1" WATER
SERVICE BY CONTRACTOR
(METER TO BE INSTALLED
BY HCDPU)
EXISTING TREES TO REMAIN TO PROVIDE
TYPE "A" LANDSCAPE BUFFER
(TYP. ALONG SIDE & REAR PROPERTY LINE)
TYPE "D" LANDSCAPE BUFFER
LANDSCAPE AREA
CRAPE MYRTLE &
LANDSCAPE ISLAND
NORTHERN RED
OAK SHADE TREE
EMPLOYMENT - MIXED USE
SUNDAY-SATURDAY; 8AM-10PM
WS-IV
36'
20'
SETBACK
PROPOSED SEPTIC &
PUMP TANK
GENERAL LANDSCAPING NOTES:
1.LANDSCAPE CONTRACTOR SHALL HAVE ALL UNDERGROUND UTILITIES AND PROPOSED SITE LIGHTING POLE LOCATIONS LOCATED PRIOR TO INSTALLING PLANT MATERIAL.
2.CONTRACTOR SHALL COMPLY WITH SIZING AND GRADING STANDARDS OF THE LATEST EDITION OF THE "AMERICAN STANDARD FOR NURSERY STOCK" BY THE AMERICAN
ASSOCIATION OF NURSERYMEN (AAN).
3.CONTRACTOR SHALL NOT PLANT NEW PLANT MATERIAL IN CRITICAL ROOT ZONES OF EXISTING TREES TO BE SAVED AND PROTECTED ON SITE.
4.ANY DISTURBED AREAS NOT SCHEDULED FOR HARDSCAPE, PLANTING, SOD OR MULCH SHALL BE SEEDED LAWN.
5.CONTRACTOR SHALL AMEND ALL PROPOSED PLANT BEDS WITH ORGANIC SOIL AMENDMENT (COMPOST). ROTOTILL BEDS TO A DEPTH OF 8", ADD 2" OF COMPOST AND ROTOTILL
AGAIN. REMOVE ALL EXIST. WEEDS, GRASS AND ROOTS.
6.CONTRACTOR SHALL RAKE SMOOTH AND APPLY 1" TO 2" TOPSOIL TO ALL LAWN AREAS RECEIVING SEED. REMOVE ALL EXIST. WEEDS, GRASS AND ROOTS.
7.ALL PLANT AND BED LINE LOCATIONS SHALL BE STAKED IN THE FIELD AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.
8.ALL PLANTINGS SHALL BE INSTALLED WITH THE SPECIFIED LAYER OF MULCH. REFERENCE DETAILS FOR DEPTH AND TYPE OF MULCH. ALL TREES AND SHRUBS SHALL BE PLANTED IN
MULCH BEDS.
9.OWNERS OPTION: INSTALL 18" THK. x 4" WIDE GREEN STEEL EDGING WITH STEEL STAKES BETWEEN PLANTING BEDS AND LAWN.
10.FINISHED GRADE IN LANDSCAPE ISLANDS THAT ARE TO RECEIVE MULCH SHALL BE SET SO THAT IT IS ONE INCH LOWER THAN THE TOP OF SURROUNDING CURBS. MULCH WITH 3" OF
TRIPLE SHREDDED HARDWOOD MULCH FROM A REPUTABLE LOCAL SOURCE.
11.CONTRACTOR SHALL PROVIDE WATER PERMEABLE WEED MAT FOR ALL PLANTING BEDS.
12.ALL PLANTS/TREES SHALL BE PLANTED IN A MULCH BED 4' WIDE MINIMUM.
NORTHERN RED
OAK SHADE TREE
NORTHERN RED
OAK SHADE TREE
CRAPE
MYRTLE
CRAPE
MYRTLE
LANDSCAPE AREA
1" PRESSURE
REDUCING
VALVE & BOX
SWM BASIN
6.5'
5'
8" PVC ROOF DRAIN
PROPOSED R/W
EXISTING R/W20'ALL PAVEMENT MARKINGS SHALL BE
THERMOPLASTIC MARKINGS W/
RAISED NON-SNOWPLOWABLE MARKERS
EXISTING 12" PVC
WATERLINE
EXISTING 36" CLASS 150
DUCTILE IRON WATERLINE
36" BUTTERFLY VALVE
12" C900 PVC (MIN DR18)
(SEE D-2A FOR PROFILE)
CONTRACTOR SHALL CONNECT NEW WATERLINE
AT THIS LOCATION WITH 45° BEND, GRIP RINGS AND BLOCKING.
ONCE TESTED AND APPROVED FOR OPERATION CONTRACTOR
SHALL FILL OLD LINE WITH FLOWABLE FILL.
45° BEND WITH
GRIP RINGS AND BLOCKING
45° BEND INSTALLED WITH
GRIP RINGS AND BLOCKING.
NEW WATERLINE
TIE-IN THIS
LOCATION
GAS LINE
RPZ BACKFLOW
& HOTBOX
(SEE SHT D-2)20'6'
TTWB-67 - Interstate Semi-Trailer
Know what's below.before you dig.Call
R REVISE PER COUNTY, PUBLIC WORKS AND DOT COMMENTS02/22/19BWHBYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.NET)MWH (MATT.HASTINGS@SUMMITDE.NET)18-0174FUQUAY VARINA DOLLAR GENERALFUQUAY VARINA, NC 27526U.S. 401 NORTHCONSTRUCTION DRAWINGSCreatively Inspired - Technically ExecutedLicense #: P-0339504 Meadowland DriveHillsborough, NC 27278-8551Voice: (919) 732-3883 Fax: (919) 732-6676www.summitde.netFIRST ISSUE DATEBWH (BRAD.HOPPE@SUMMITDE.NET)08-08-2018LOWER SITE 0.5'07/16/19BWH17-0374_S
C-6 TRUCK TRACKING PLANWB - 67 INTERSTATE SEMI-TRAILER TRACTOR
SCALE: 1"= 10'
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
30
PROPOSED
DOLLAR GENERAL
BUILDING
130' x 70'
FF ELEV = 198.75'
US 401 NORTH
60' R/W
CHALYBEATE SPRINGS ROAD 60' R/W
WTTTTW W W W W W W W W W W W
W W W W W W W W W W W WLDLDLDLDLDLDLDLD
LD LD LD
LD
LD LD LD LD
LDLDLDLDLDLDLDLDLDL
D
L
D
LD
LD
LD
LD
LD
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD LD LDWWLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LDWWWWWW
W
W
W
200
2
0
1
197198
2
1
3
21
5 209208199
196
2
1
2
2
1
1
21
4
196 195198198
198
192.50
192.50
205
208
203
192 191 190 189.50 189
188
189.50
18
9
.
5
0 19119119019
1
19
2
198
197
198
199
200
201
202
203
204
206
207
209
210
2
0
7
2
0
6
2
0
5
2
0
4
2
0
3
2
0
2
201
197
197 197196195197 196 195 194 193
196191
200
Know what's below.before you dig.Call
R REVISE PER COUNTY, PUBLIC WORKS AND DOT COMMENTS02/22/19BWHBYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.NET)MWH (MATT.HASTINGS@SUMMITDE.NET)18-0174FUQUAY VARINA DOLLAR GENERALFUQUAY VARINA, NC 27526U.S. 401 NORTHCONSTRUCTION DRAWINGSCreatively Inspired - Technically ExecutedLicense #: P-0339504 Meadowland DriveHillsborough, NC 27278-8551Voice: (919) 732-3883 Fax: (919) 732-6676www.summitde.netFIRST ISSUE DATEBWH (BRAD.HOPPE@SUMMITDE.NET)08-08-2018LOWER SITE 0.5'07/16/19BWH18-0174_G
C-7 GRADING & STORM DRAINAGE PLAN1 inch = ft.
GRAPHIC SCALE
( IN FEET )
30
PROPOSED
DOLLAR GENERAL
BUILDING
130' x 70'
FF ELEV = 198.75'
US 401 N
60' R/W
CHALYBEATE SPRINGS ROAD 60' R/W1 DELIVERY TRUCK UNLOADING ZONE/DUMPSTER AREA:
PREFERRED SLOPE = 0.50%
MINIMUM SLOPE = 0.50%
MAXIMUM SLOPE = 1.00%
2 DELIVERY TRUCK PARKING AREA:
PREFERRED SLOPE = 1.25%
MINIMUM SLOPE = 1.25%
MAXIMUM SLOPE = 2.50%
3 CUSTOMER PARKING AREAS:
PREFERRED SLOPE = 2.00%
MINIMUM SLOPE = 1.00%
MAXIMUM SLOPE = 3.50%
NOTE: ANY SLOPE ABOVE 3.50% MUST HAVE PRIORWRITTEN APPROVAL BY DOLLAR GENERAL STORECONSTRUCTION DEPT.
4 HANDICAP PARKING AREAS:
PREFERRED SLOPE = 1.00%
MINIMUM SLOPE = 1.00%
MAXIMUM SLOPE = 2.00%
NOTE: SLOPE SHALL NOT EXCEED 2.00% IN ANYDIRECTION AT ACCESSIBLE PARKING STALLS, ACCESSAISLES AND ROUTE TO BLDG.
5 SIDEWALKS:
PREFERRED SLOPE = 2.00%
MINIMUM SLOPE = 1.00%
MAXIMUM SLOPE = 2.00%
6 ENTRY DRIVE/DRIVEWAY:
NOTES:1. SEE DRIVEWAY DETAILS BELOW.2. GRADES WITH HIGHWAYS/STREETRIGHT-OF-WAYS SHALL MEET JURISDICTIONALREQUIREMENTS.3. THE "LEAST" PERCENT GRADE REQUIREMENTSIN NOTES 1 & 2 ABOVE SHALL GOVERN.
7 ON-SITE UNIMPROVED (NON-PAVED) AREAS (WITHIN 6'OF BUILDING & PAVED AREAS):
PREFERRED SLOPE 5.00%
MINIMUM SLOPE = 2.00%
MAXIMUM SLOPE = 12.50%
NOTES:1. THE FFE OF BUILDING SHALL BE 6" ABOVEFINISHED GRADE AT EXTERIOR PERIMETER OFBUILDING.2. TRANSITION GRADES TO CONCRETE DOORSTOOPS AS REQUIRED.
8 ON-SITE UNIMPROVED (NON-PAVED) AREAS (BEYOND6' OF BUILDING & PAVED AREAS):
PREFERRED SLOPE = 2.00%
MINIMUM SLOPE =0.50%
MAXIMUM SLOPE = 25.00% (4:1)
9 OFF-SITE UNIMPROVED AREAS:
NOTE: GRADES WITHIN HIGHWAY/STREETRIGHT-OF-WAYS SHALL MEET JURISDICTIONALREQUIREMENTS.
10 OFF-SITE DRAINAGE CONDUITS AND DITCHES:
NOTE: OFF-SITE DRAINAGE CONDUIT SHALL BE SIZED,AND OFF-SITE DITCHES SHALL BE GRADED IN ACCORDWITH JURISDICTIONAL REQUIREMENTS.
GRADING REQUIREMENTS
1. PREFERRED GRADING PLAN SHOWN HEREIN IS PROVIDED
FOR INFORMATIONAL AND PRELIMINARY PURPOSES ONLY.
DEVELOPER SHALL SUBMIT DESIGN GRADING PLAN TO
DOLLAR GENERAL FOR PRIOR APPROVAL.
2. A STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
SHALL BE COMPLETED FOR THIS PROJECT IN
ACCORDANCE WITH JURISDICTIONAL REQUIREMENTS.
3. SIDEWALKS ADJOINING THE BUILDING MUST HAVE A 6"
HIGH INTEGRAL CURB.
4. PLAN SHOWN HEREIN DOES NOT ASSUME ANY LEDGES AT
BUILDING EXTERIOR FOR BRICK VENEER OF METAL
BUILDING WALLS PANELS.
5. PLAN SHOWN HEREIN IS BASED ON PAVEMENT WITHOUT
CURBS AND/OR GUTTERS. PLAN IS BASED ON SHEET
FLOW TO EARTHEN DITCHES BEYOND THE EDGES OF THE
PAVEMENT.
6. SLOPE CONCRETE SIDEWALKS AWAY FROM BUILDING AT
A SLOPE OF 1/8" PER FOOT. INCLUDING RECESSED ENTRY.
7. FINISHED GRADE AT EXTERIOR WALLS SHALL BE A
MINIMUM OF 6" BELOW FINISHED FLOOR AT ALL
NON-PAVED AREAS.
8. FINISH FLOOR TO BE A MINIMUM OF 12 INCHES ABOVE 100
YEAR FLOOD PLAIN.
GRADING GENERAL NOTES
197.95 SW197.45 FL
197.85 HP
198.45
FLUSH
198.05
198.03198.19 199.05 HP
197.92 SW
197.42 FL
198.75
198.65
FLUSH 198.75
198.75
197.89 SW
197.39 FL
198.55 SW198.22 FL
198.15 198.75 198.65
197.92198.15
197.84 SW
197.34 FL
198.07
PRECAST CONC ENDWALL(NCDOT STD DETAIL 838.80)
PRECAST CONC ENDWALL
(NCDOT STD DETAIL 838.80)
100'-15" RCP @ 3.5%
INV IN=206.58INV OUT=203.08
TYPICAL DRIVEWAY(WHERE ELEVATION OF PARKINGLOT IS LOWER THAN ADJACENTROADWAY)
1% +/-
R/W
+8.5% MAX.
5'VARIES
-5% MAX.
1% +/-
R/W
PARKING LOT
-8.5% MAX.
VERTICALCURVE REQ'D.ROADWAY
VERTICALCURVE REQ'D.
PARKING LOT
ROADWAY
VARIES
VERTICALCURVE REQ'D.
TYPICAL DRIVEWAY(WHERE ELEVATION OF PARKINGLOT IS HIGHER THAN ADJACENTROADWAY)
DRIVEWAY DETAIL NOTES:
1. DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH JURISDICTIONAL REQUIREMENTS AND DOLLAR
GENERAL REQUIREMENTS SHOWN HEREIN. DRIVEWAY GRADES SHOWN HEREIN ARE DOLLAR GENERAL'SPREFERRED MAXIMUM AND MINIMUM GRADES. IT IS UNDERSTOOD THAT EXCEPTIONS TO THESE REQUIREMENTS
MAY BE REQUIRED AT SOME SITES BASED ON ACCEPTABLE GRADING REQUIREMENTS AT DIFFERENT
GEOGRAPHIC REGIONS THROUGHOUT THE USA. HOWEVER, ANY EXCEPTIONS SHALL BE SUBMITTED TO DOLLARGENERAL ARCHITECTURAL AND ENGINEERING DEPARTMENT FOR PRIOR APPROVAL. SUBMITTAL SHALL INCLUDEDATA INDICATING THAT PROPOSED DESIGN IS IN ACCORDANCE WITH JURISDICTIONAL (CITY, COUNTY, STATE,
ETC.) ACCEPTABLE STANDARDS. DATA SHALL INCLUDE DRAWING DETAILS, LOCAL JURISDICTIONAL APPROVALS
(LETTERS, PERMITS, COPIES OF LOCAL DESIGN GUIDELINES, ETC.), AND ENGINEERING DATA THAT ILLUSTRATESTHAT A TYPICAL DOLLAR GENERAL TRACTOR TRAILER DELIVERY TRUCK CAN ACCESS THE SITE WITHIN NORMAL
OR REASONABLE MANEUVERING TOLERANCES. SUBMITTAL SHALL INCLUDE A SIGNED AND PROFESSIONALY
SEALED LETTER FROM A LICENSED CIVIL ENGINEER CERTIFYING THAT THE DESIGN IS IN ACCORDANCE WITH
APPLICABLE GOVERNING AGENCY(IES) REQUIREMENTS. DOLLAR GENERAL DELIVERY TRUCK INGRESS ANDEGRESS REQUIREMENTS SHOULD BE VERIFIED THROUGH DOLLAR GENERAL ARCHITECTURAL AND ENGINEERING
DEPARTMENT. DEVELOPER SHALL CONTACT DOLLAR GENERAL ARCHITECTURAL AND ENGINEERING
DEPARTMENT TO DETERMINE WHICH TYPE OF DELIVERY TRUCK THE DESIGN SHALL BE BASED UPON.
2. VERIFY JURISDICTIONAL REQUIREMENTS WILL ALLOW THE PAVEMENT TO SLOPE DIRECTLY TO THE ROAD AS
SHOWN ON THE DETAIL WHERE THE PARKING LOT IS HIGHER THAN THE ROAD ELEVATION. MAINTAIN POSITIVE
SLOPE AWAY FROM THE BUILDING TO PREVENT FLOODING.
8" PVC ROOF DRAIN
130' @ 1.25%
CLEAN OUT
INV=196.75
CLEAN OUT
INV=195.12
INV OUT=189.5'SWALE #1SWALE #2
198.65 36' @ 15.6%SEE SHEET D-6 FORDETENTION BASIN
DETAILS
198.29 SW
197.96 FL
198.29 SW
197.96 FL
GRADING & STORM LEGEND:
EXIST / PROPOSED
LIMITS OF DISTURBANCE &
TREE PROTECTION FENCE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
LIMITS OF DISTURBANCE
EXISTING STORM PIPE
PROPOSED STORM PIPE
LD
JUNCTION BOX
TREE PROTECTION FENCE
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
TP TP
LD/TP LD/TP
D
S
T
EXISTING GAS METER
EXISTING GAS REGULATOR
EXISTING WATER VALVE
EXISTING WATER METER
EXISTING CLEANOUT
EXISTING FIRE HYDRANT
EXISTING UTILITY POLE
EXISTING LIGHT POLE
EXISTING BOLLARD
EXISTING POST INDICATOR VALVE
EXISTING SANITARY SEWER MANHOLE
EXISTING TELEPHONE PEDESTAL
EXISTING ELECTRIC ACCESS
RE-GRADE SHOULDER & DITCH
198.65
DUE TO REVISED DITCH ALIGNMENT THECONTRACTOR SHALL REPLACE ALL REMOVED
CONCRETE DITCHES WITH NEW CLASS B
CONCRETE DITCHES ALL OTHER SLOPES SHALLBE LINED W/ NAG SC250 MATTING OR EQUAL. IF
THE CONCRETE DITCH IS NOT DISTURBED BY
CONSTRUCTION IT CAN REMAIN.
NEW R-O-W
WATER SERVICELINE
EX
WATER MAIN
EXISTING
GAS
NEWWATER MAIN
CONTRACTOR SHALL AVOID USINGHEAVY EQUIPMENT IN DRAINFIELD AREA
5" 3,000 PSI CONCRETE
4" COMPACTEDAGGREGATE BASE
COMPACTED SUBGRADE
6" 3,000 PSIREINFORCED CONC
6" COMPACTEDAGGREGATE BASE
COMPACTED SUBGRADE
1. DETAILS ARE DOLLAR GENERAL STANDARD REQUIREMENTS ANDMAY INCREASE OR DECREASE WITH VARIOUS SOIL CONDITIONS. AGEOTECHNICAL INVESTIGATION WITH PAVEMENT DESIGNRECOMMENDATIONS SHALL BE COMPLETED FOR EACHDEVELOPMENT. THE FOLLOWING DETAILS ARE MINIMUM DOLLARGENERAL PAVEMENT REQUIREMENTS. INCREASEDRECOMMENDATIONS ARE TO BE USED.
2. THE SUBGRADE MATERIALS SHALL BE PROOF ROLLED AND/ORSCARIFIED AND COMPACTED PRIOR TO PLACEMENT OF BASEMATERIAL. WHERE EXISTING SUBGRADE MATERIALS AREUNSUITABLE, THEY SHALL BE REMOVED AND REPLACED WITHCOMPACTED SELECT MATERIAL IN ACCORDANCE WITHGEOTECHNICAL RECOMMENDATIONS.
3. HEAVY DUTY CONCRETE PAVEMENT AND STANDARD DUTYCONCRETE PAVEMENT (AS RECOMMENDED BY THE GEOTECHNICALREPORT OR DOLLAR GENERAL MINIMUMS) SHALL BE STEELREINFORCED. REINFORCEMENT TYPE SHALL BE PRIOR APPROVEDBY DOLLAR GENERAL.
4. CONCRETE PAVEMENT PLAN SHALL BE PROVIDED TO DOLLARGENERAL FOR PRIOR APPROVAL. ALL JOINTS MUST BE SEALEDWITH AN APPROVED SEALANT. STEEL REINFORCING SHALL BEUSED AT JOINTS. REFER TO ACI 330R (GUIDE FOR DESIGN ANDCONSTRUCTION OF CONCRETE PARKING LOTS) FOR JOINT DESIGNAND LAYOUT.
COMPACTED SUBGRADE
2" ASPHALTWEARING COURSE
2" ASPHALTBINDER COURSE
6" COMPACTEDAGGREGATE BASE
COMPACTED SUBGRADE
1 1/2" ASPHALTBINDER COURSE
8" COMPACTEDAGGREGATE BASE
REINFORCING ASRECOMMENDEDBY GEOTECHNICALCONSULTANT(RE: NOTE 3 ABOVE)
REINFORCING ASRECOMMENDED
BY GEOTECHNICALCONSULTANT(RE: NOTE 3 ABOVE)CONCRETE PAVEMENTASPHALTIC PAVEMENTPAVEMENT DETAILS
STANDARD DUTY ASPHALT DETAIL
SCALE: NOT TO SCALE
HEAVY DUTY ASPHALT DETAIL
STANDARD DUTY CONCRETE DETAIL
HEAVY DUTY CONCRETE DETAIL
SCALE: NOT TO SCALE
SCALE: NOT TO SCALE
SCALE: NOT TO SCALE
2" ASPHALTWEARING COURSE
PAVEMENTFLUSH WITHSIDEWALK10'-0"10'-0"MIN.8'-0"MIN.6'-0"MIN.8'-0"MIN.20'-0"5'-0"CONCRETESIDEWALK
ACCESS AISLE
STANDARD PARKINGSPACE STRIPING
BOLLARD,PAINTED YELLOW,WITH ACCESSIBLEPARKING SIGN
BOLLARDPAINTEDYELLOW
BOLLARD,PAINTED YELLOW,WITH ACCESSIBLEPARKING SIGN
SLOPE CONCRETEAWAY FROM BUILDING1/8" PER FOOT
CONCRETESIDEWALKPAVEMENTFLUSH W
ITH
SIDEWALK
TRANSITION PAVEMENT
FROM FLUSH TO 6"BELOW SIDEWALK
6"
6"
STANDARD STATEAPPROVED ACCESSIBLESIGNAGE INSTALLED ONA METAL COLUMN ATTHE PROPER HEIGHTREQUIRED.
PROVIDE ADDITIONALSIGNAGE BELOW THEACCESSIBLE SIGN ASREQUIRED PERREGULATIONS.
BOLT SIGNS TOGALVANIZED METAL PIPECOLUMN
CONCRETE SURROUNDAROUND PIPE COLUMN
6" DIAMETER CONCRETEFILLED STEEL PIPEBOLLARD, PAINTEDYELLOW4'-0"7'-0" (MINIMUM)2'-0"1'-6"MINIMUM
FRONT VIEW
NOTE:
1. WOOD TO BE TREATED PINE. USE GALVANIZED NAILS FORFASTENING.
2. NUMBER OF BOARDS WILL VARY DEPENDING ON SPACE
BETWEEN BOARDS AND ACTUAL WIDTH OF BOARDS.
REAR VIEW
TOP VIEW
8'-0" MAX. POST SPACING
1X6 6"-7"4x4
2x4
6'-0"4x4
1X62X4
2"-4"
SPACING
FRONT
10"3'-0"1"-2"SPACE4" MAX
SPACING
2"-3" DIRTBACKFILLIF AN UNOBSTRUCTED VIEW EXISTS OF A RESIDENTIAL BUILDING
BETWEEN TENANT PARCEL AND ADJACENT PARCEL, THENLESSOR SHALL CONSTRUCT A PRIVACY FENCE IN ACCORDANCE
WITH TENANT'S PROTOTYPE CRITERIA SET PLANS AND ANY
APPLICABLE GOVERNMENTAL REQUIREMENTS.
1X6
4x4
2x4 4x4
BOLLARD WITH ACCESSIBLEPARKING SIGN, AS REQUIRED.
STANDARD ACCESSIBLEPARKING SYMBOL PAINTEDON PAVEMENT. PAINT COLORTO BE PER THE AUTHORITYHAVING JURISDICTION.
4" STRIPES @ 24" O.C. AT 45DEGREES. PAINT COLOR TOBE PER THE AUTHORITYHAVING JURISDICTION.
NOTE:ALL ACCESSIBLE RAMPS AND ACCESS AISLES SHALL MEET ALLCODES AND ADAAG REGULATIONS.
4" PARKING SPACE STRIPE.PAINT COLOR TO BE PERTHE AUTHORITY HAVINGJURISDICTION.
BOLLARDPAINTEDYELLOW
SIDEWALK
BOLLARD WITH ACCESSIBLEPARKING SIGN, AS REQUIRED.8'-0"10'-0"8'-0"5'-0"5'-0"5'-0"6'
STANDARD ACCESSIBLEPARKING SYMBOL PAINTEDON PAVEMENT. PAINT COLORTO BE PER THE AUTHORITYHAVING JURISDICTION.
20'-0"
BOLLARDPAINTEDYELLOW
10'REVISE PER COUNTY, PUBLIC WORKS AND DOT COMMENTS02/22/19BWHBYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.NET)MWH (MATT.HASTINGS@SUMMITDE.NET)18-0174FUQUAY VARINA DOLLAR GENERALFUQUAY VARINA, NC 27526U.S. 401 NORTHCONSTRUCTION DRAWINGSCreatively Inspired - Technically ExecutedLicense #: P-0339504 Meadowland DriveHillsborough, NC 27278-8551Voice: (919) 732-3883 Fax: (919) 732-6676www.summitde.netFIRST ISSUE DATEBWH (BRAD.HOPPE@SUMMITDE.NET)08-08-2018LOWER SITE 0.5'07/16/19BWHKnow what's below.before you dig.Call
R
18-0174_D
D-1 SITE DETAILSACCESSIBLE PARKING DETAIL
SCALE: NTS
PRIVACY FENCE DETAIL
SCALE: NTS
ACCESSIBLE PARKING,
ACCESSIBLE RAMP AND ACCESS AISLE DETAILS
SCALE: NTS
ACCESSIBLE PARKING DETAIL
SCALE: NTS
FINISHED GRADE
MIN. GRADE 1 %
4" CAST IRON PIPE OR SDR-35 SCH.40
SEE UTILITY PLAN FOR
(ONE CONTINUOUS PIECE)
SIZE AND MATERIAL
PATTERN Y AND 1/8" BENDCOMBINATION LONG TURN
CLEANOUT IN PVMT
MUST BE 2" BELOW GRADE
INCREASER
STD VALVE BOX
WYE
LINEBRANCH
CLEANOUT
ASPHALT PAVEMENT INSTALLATION
MAIN LINE
LINE SIZE CHANGES SHALL
NOTES:
UNDISTURBED SOIL
CLEANOUT SHALL BE LOCATED ON
BRANCH LINE, UPSTREAM OF FITTING.
PLAN VIEW AT FITTINGS
BARREL OF PIPE TO REST ON
THE FULL LENGTH OF THE SERVICE DITCHBE COMPACTED IN 6" LAYERS WITH MECHANICAL TAMP.
SHALL BE INSTALLLED
INSIDE A TRAFFIC BEARING
VALVE BOX WITH SEWER OR STORM COVER AS
OCCUR UPSTREAM OF FITTING(SEE UTILITY PLAN FOR
PIPE SIZES)
CLEANOUT DETAIL
NOT TO SCALE
APPLICABLE.
CLEAN OUT W/ POPPER TOP
PVC PIPE
4" D.I. OR
6"
REVISE PER COUNTY, PUBLIC WORKS AND DOT COMMENTS02/22/19BWHBYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.NET)MWH (MATT.HASTINGS@SUMMITDE.NET)18-0174FUQUAY VARINA DOLLAR GENERALFUQUAY VARINA, NC 27526U.S. 401 NORTHCONSTRUCTION DRAWINGSCreatively Inspired - Technically ExecutedLicense #: P-0339504 Meadowland DriveHillsborough, NC 27278-8551Voice: (919) 732-3883 Fax: (919) 732-6676www.summitde.netFIRST ISSUE DATEBWH (BRAD.HOPPE@SUMMITDE.NET)08-08-2018LOWER SITE 0.5'07/16/19BWH18-0174_D
D-2 SITE DETAILSVALVE BOX
26"x20" RECTANGULAR
19"
12.0
26"
3 1/2"
20"
13"
A BA
ELEVATION
ISOMETRIC
PLAN
PLASTIC
LID
6 3/4"x4" STEEL
HINGED ACCESS HATCH
SHOWN WITH EXTENSTION
20"
14"
21 1/2"
6 3/4"
22 3/4"
9"
INSULATED HOTBOX ENCLOSURE
NOT TO SCALE
RPZ BACKFLOW PREVENTER
NOT TO SCALE
190
195
200
205
210
215
190
195
200
205
210
215
0+00210.7210.660+50207.2207.241+00205.4205.431+50204.1204.122+00202.8202.812+50200.7200.703+00199.3199.293+50198.6198.573+84.42199.1199.13REVISE PER COUNTY, PUBLIC WORKS AND DOT COMMENTS02/22/19BWHBYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.NET)MWH (MATT.HASTINGS@SUMMITDE.NET)18-0174FUQUAY VARINA DOLLAR GENERALFUQUAY VARINA, NC 27526U.S. 401 NORTHCONSTRUCTION DRAWINGSCreatively Inspired - Technically ExecutedLicense #: P-0339504 Meadowland DriveHillsborough, NC 27278-8551Voice: (919) 732-3883 Fax: (919) 732-6676www.summitde.netFIRST ISSUE DATEBWH (BRAD.HOPPE@SUMMITDE.NET)08-08-2018LOWER SITE 0.5'07/16/19BWH18-0174_D
D-2A WATER MAIN DETAILS, NOTES &PROFILE2016 HCDPU REQUIRED UTILITY NOTES
WATER
A.THE FIRE MARSHAL’S OFFICE SHALL APPROVE ALL HYDRANT TYPES AND LOCATIONS IN NEW SUBDIVISIONS. HOWEVER, HARNETT
COUNTY DEPARTMENT OF PUBLIC UTILITIES (HCDPU) PREFERS THE CONTRACTORS TO INSTALL ONE OF THE FOLLOWING FIRE
HYDRANTS:
1. MUELLER - SUPER CENTURION 250 A-423 MODEL WITH A 5¼” MAIN VALVE OPENING THREE WAY (TWO HOSE NOZZLES AND
ONE PUMPER NOZZLE)
2. AMERICAN DARLING - MARK B-84-B MODEL WITH A 5¼” MAIN VALVE OPENING THREE WAY (TWO HOSE NOZZLES AND ONE
PUMPER NOZZLE)
3. WATEROUS - PACER B-67-250 MODEL WITH A 5¼” MAIN VALVE OPENING THREE WAY (TWO HOSE NOZZLES AND ONE
PUMPER NOZZLE) OR APPROVED EQUAL FOR STANDARDIZATION
B. FIRE HYDRANTS ARE INSTALLED AT CERTAIN ELEVATIONS. ANY GRADE CHANGE IN THE VICINITY OF ANY FIRE HYDRANT WHICH
IMPEDES ITS OPERATION SHALL BECOME THE RESPONSIBILITY OF THE UTILITY CONTRACTOR FOR CORRECTION. CORRECTIONS
WILL BE MONITORED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR AND THE HARNETT COUNTY FIRE MARSHALL.
C. THE PROFESSIONAL ENGINEER (PE) SHALL OBTAIN AND PROVIDE THE NCDENR “AUTHORIZATION TO CONSTRUCT” PERMIT TO THE
UTILITY CONTRACTOR BEFORE THE CONSTRUCTION OF THE WATER LINE SHALL BEGIN. THE UTILITY CONTRACTOR MUST POST A
COPY OF THE NCDENR
“AUTHORIZATION TO CONSTRUCT” PERMIT ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
RESOURCES – DIVISION OF ENVIRONMENTAL HEALTH, PUBLIC WATER SUPPLY SECTION (NCDENR DEH,PWSS) ON SITE PRIOR TO
THE START OF CONSTRUCTION. THE PERMIT MUST BE MAINTAINED ON SITE THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS
OF THE PROPOSED WATER LINES THAT WILL SERVE THIS PROJECT.
D. THE UTILITY CONTRACTOR SHALL NOTIFY HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES (HCDPU) AND THE PROFESSIONAL
ENGINEER (PE) AT LEAST TWO DAYS PRIOR TO CONSTRUCTION COMMENCING. THE UTILITY CONTRACTOR MUST SCHEDULE A PRE
CONSTRUCTION CONFERENCE WITH MR. ALAN MOSS, HCDPU UTILITY CONSTRUCTION INSPECTOR AT LEAST TWO (2) DAYS BEFORE
CONSTRUCTION WILL BEGIN AND THE UTILITY CONTRACTOR MUST COORDINATE WITH HCDPU FOR REGULAR INSPECTION
VISITATIONS AND ACCEPTANCE OF THE WATER SYSTEM(S). CONSTRUCTION WORK SHALL BE PERFORMED ONLY DURING THE
NORMAL WORKING HOURS OF HCDPU WHICH IS 8:00 AM – 5:00 PM MONDAY THROUGH FRIDAY. HOLIDAY AND WEEKEND WORK IS
NOT PERMITTED BY HCDPU.
E. THE PROFESSIONAL ENGINEER (PE) SHALL PROVIDE HCDPU AND THE UTILITY CONTRACTOR WITH A SET OF NCDENR APPROVED
PLANS MARKED “RELEASED FOR CONSTRUCTION” AT LEAST TWO DAYS PRIOR TO CONSTRUCTION COMMENCING. THE
REGISTERED LAND SURVEYOR (RLS) SHOULD STAKE OUT ALL LOT CORNERS AND THE GRADE STAKES FOR THE PROPOSED FINISH
GRADE FOR EACH STREET BEFORE THE UTILITY CONTRACTOR BEGINS CONSTRUCTION OF THE WATER LINE(S). THE GRADE
STAKES SHOULD BE SET WITH A CONSISTENT OFFSET FROM THE STREET CENTERLINE SO AS NOT TO INTERFERE WITH THE
STREET GRADING AND UTILITY CONSTRUCTION.
F. THE UTILITY CONTRACTOR SHALL PROVIDE THE HCDPU UTILITY CONSTRUCTION INSPECTOR WITH MATERIAL SUBMITTALS AND
SHOP DRAWINGS FOR ALL PROJECT MATERIALS PRIOR TO THE CONSTRUCTION OF ANY WATER LINE EXTENSION(S), AND
ASSOCIATED WATER SERVICES IN HARNETT COUNTY. THE MATERIALS TO BE USED ON THE PROJECT MUST MEET THE
ESTABLISHED SPECIFICATIONS OF HCDPU AND BE APPROVED BY THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ALL
SUBSTANDARD MATERIALS OR MATERIALS NOT APPROVED FOR USE IN HARNETT COUNTY FOUND ON THE PROJECT SITE MUST BE
REMOVED IMMEDIATELY WHEN NOTIFIED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR.
G. THE WATER MAIN(S), FIRE HYDRANTS, SERVICE LINES, METER SETTERS AND ALL ASSOCIATED APPURTENANCES SHALL BE
CONSTRUCTED IN STRICT IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE HARNETT COUNTY DEPARTMENT OF
PUBLIC UTILITIES (HCDPU). THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE THE NEWLY INSTALLED WATER MAIN(S),
WATER SERVICE LINES AND ALL ASSOCIATED METER SETTERS AND METER BOXES FOR OTHER UTILITY COMPANIES AND THEIR
CONTRACTORS UNTIL THE NEW WATER MAIN(S) HAVE BEEN APPROVED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES – DIVISION OF ENVIRONMENTAL HEALTH, PUBLIC WATER SUPPLY SECTION (NCDENR-DEH, PWSS)AND
ACCEPTED BY HCDPU.
H. PRIOR TO ACCEPTANCE, ALL SERVICES WILL BE INSPECTED TO INSURE THAT THEY ARE INSTALLED AT THE PROPER DEPTH. ALL
METER BOXES MUST BE FLUSH WITH THE GROUND LEVEL AT FINISH GRADE AND THE METER SETTERS MUST BE A MINIMUM
OF 8” BELOW THE METER BOX LID. METER SETTERS SHALL BE CENTERED IN THE METER BOX AND SUPPORTED BY BRICK, BLOCK
OR STONE.
I. THE UTILITY CONTRACTOR SHALL PROVIDE THE PROFESSIONAL ENGINEER (PE) AND HCDPU UTILITY CONSTRUCTION INSPECTOR
WITH A SET OF RED LINE DRAWINGS IDENTIFYING THE COMPLETE WATER SYSTEM INSTALLED FOR EACH PROJECT. THE RED LINE
DRAWINGS SHOULD IDENTIFY THE MATERIALS, PIPE SIZES AND APPROXIMATE DEPTHS OF THE WATER LINES AS WELL AS THE GATE
VALVES, FIRE HYDRANTS, METER SETTERS, BLOW OFF ASSEMBLIES AND ALL ASSOCIATED APPURTENANCES FOR ALL WATER
LINE(S) CONSTRUCTED IN HARNETT COUNTY. THE RED LINE DRAWINGS SHOULD CLEARLY IDENTIFY ANY DEVIATIONS FROM THE
NCDENR APPROVED PLANS. ALL CHANGE ORDERS MUST BE APPROVED BY HCDPU AND THE PROFESSIONAL ENGINEER (PE) IN
WRITING AND PROPERLY DOCUMENTED IN THE RED LINE FIELD DRAWINGS.
J. POTABLE WATER MAINS CROSSING OTHER UTILITIES AND NON-POTABLE WATER LINES (SANITARY SEWER, STORM
SEWER, RCP, ETC.) SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF TWENTY-FOUR (24”) INCHES BETWEEN THE
POTABLE WATER MAIN AND ALL OTHER UTILITIES. NCDOT REQUIRES THE NEW WATER MAINS TO BE INSTALLED UNDER THE STORM
WATER LINES. THE POTABLE WATER MAIN SHALL BE INSTALLED WITH TWENTY-FOUR (24”) INCHES OF VERTICAL SEPARATION AND
WITH DUCTILE IRON PIPE WHEN DESIGNED TO BE PLACED UNDER A NON-POTABLE WATER LINE SUCH AS SANITARY SEWER OR
STORM SEWER LINES. IF THESE SEPARATIONS CANNOT BE MAINTAINED THEN THE WATER MAIN SHALL BE INSTALLED WITH
DUCTILE IRON PIPE. BOTH THE POTABLE WATER MAIN AND THE NON-POTABLE WATER LINE MUST BE CAST IRON OR DUCTILE IRON
PIPE (DIP) IF THE STATE MINIMUM SEPARATIONS CANNOT BE MAINTAINED. THE DUCTILE IRON PIPE MUST BE LAID SO THE
MECHANICAL JOINTS ARE AT LEAST (10’) FEET FROM THE POINT WHERE THE POTABLE WATER MAIN CROSSES THE NON-POTABLE
WATER LINE.
K. POTABLE WATER MAINS INSTALLED PARALLEL TO NON-POTABLE WATER LINES (SANITARY SEWER, STORM
SEWER, RCP, ETC.) SHALL BE LAID TO PROVIDE A MINIMUM HORIZONTAL DISTANCE OF TEN (10’) FEET BETWEEN THE POTABLE
WATER MAIN AND SANITARY SEWER MAINS, SEWER LATERALS AND SERVICES. THE HORIZONTAL SEPARATION BETWEEN THE
POTABLE WATER MAIN AND ANY OTHER UTILITY OR STORM SEWER SHALL NOT BE LESS THAN FIVE (5’) FEET. THE POTABLE WATER
MAIN MUST BE DUCTILE IRON PIPE IF THIS HORIZONTAL SEPARATION OF TEN (10’) FEET CANNOT BE MAINTAINED. THE DUCTILE IRON
PIPE SHALL EXTEND AT LEAST TEN (10’) FEET BEYOND THE POINT WHERE THE MINIMUM REQUIRED HORIZONTAL SEPARATION OF
TEN (10’) FEET CAN BE RE-ESTABLISHED.
L. METER SETTERS SHALL BE INSTALLED IN PAIRS ON EVERY OTHER LOT LINE WHERE POSSIBLE TO LEAVE ADEQUATE SPACE FOR
OTHER UTILITIES TO BE INSTALLED AT A LATER TIME. THE METER SETTERS SHALL BE INSTALLED AT LEAST ONE (1’) FOOT INSIDE
THE RIGHT-OF-WAY AND AT LEAST THREE (3’) TO FIVE (5’) FEET FROM THE PROPERTY LINE BETWEEN THE LOTS.
M. HCDPU REQUIRES THAT METER BOXES FOR ¾” SERVICES SHALL BE 12” WIDE X 17” LONG ABS PLASTIC BOXES AT LEAST 18” IN
HEIGHT WITH CAST IRON LIDS/COVERS. METER BOXES FOR 1” SERVICES SHALL BE 17” WIDE X 21” LONG ABS PLASTIC BOXES AT
LEAST 18” IN HEIGHT WITH PLASTIC LIDS AND CAST IRON FLIP COVERS IN THE CENTER OF THE LIDS. METER BOXES
FOR 2” SERVICES SHALL BE 20” WIDE X 32” LONG ABS PLASTIC BOXES AT LEAST 20” IN HEIGHT WITH PLASTIC LIDS AND CAST IRON
FLIP COVERS IN THE CENTER OF THE LIDS.
N. N.MASTER METERS MUST BE INSTALLED IN CONCRETE VAULTS SIZED FOR THE METER ASSEMBLY AND ASSOCIATED
APPURTENANCES SO AS TO PROVIDE AT LEAST EIGHTEEN (18”) INCHES OF CLEARANCE BETWEEN THE BOTTOM OF THE CONCRETE
VAULT AND THE BOTTOM OF THE METER SETTER. THE MASTER METER MUST BE PROVIDED TEST PORTS IF THE METER IS NOT
EQUIPPED WITH TEST PORTS FROM THE MANUFACTURER IN ACCORDANCE WITH THE HCDPU ESTABLISHED STANDARD
SPECIFICATIONS AND DETAILS. DUCTILE IRON PIPE MUST BE USED FOR THE MASTER METER VAULT PIPING AND VALVE VAULT
PIPING. THE UTILITY CONTRACTOR MUST PROVIDE SHOP DRAWINGS FOR THE METER VAULTS TO HCDPU PRIOR TO ORDERING THE
CONCRETE VAULTS.
O. O.THE UTILITY CONTRACTOR WILL INSTALL POLYETHYLENE SDR-9 WATER SERVICE LINES THAT CROSS UNDER THE PAVEMENT
INSIDE A SCHEDULE 40 PVC CONDUIT TO ALLOW FOR REMOVAL AND REPLACEMENT IN THE FUTURE. TWO (2) INDEPENDENT
¾” WATER SERVICE LINES MAY BE INSTALLED INSIDE ONE (1) - TWO (2”) INCH SCHEDULE 40 PVC CONDUIT OR
TWO (2) INDEPENDENT 1” WATER SERVICE LINES MAY BE INSTALLED INSIDE ONE(1) - THREE (3”) INCH SCHEDULE 40 PVC
CONDUIT, BUT EACH WATER SERVICE SHALL BE TAPPED DIRECTLY TO THE WATER MAIN. SPLIT SERVICES ARE NOT ALLOWED BY
HCDPU.
P. THE WATER MAIN(S), FIRE HYDRANTS, GATE VALVES, SERVICE LINES, METER SETTERS AND ASSOCIATED APPURTENANCES MUST
BE RATED FOR 200 PSI AND HYDROSTATICALLY PRESSURE TESTED TO 200 PSI. THE HYDROSTATIC PRESSURE TEST(S) MUST BE
WITNESSED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR. THE UTILITY CONTRACTOR MUST NOTIFY HCDPU WHEN THEY
ARE READY TO BEGIN FILLING IN LINES AND COORDINATE WITH HARNETT COUNTY TO WITNESS ALL PRESSURE TESTING.
Q. THE UTILITY CONTRACTOR SHALL CONDUCT A PNEUMATIC PRESSURE TEST USING COMPRESSED AIR OR OTHER INERT GAS ON
THE STAINLESS STEEL TAPPING SLEEVE(S) PRIOR TO MAKING THE TAP ON THE EXISTING WATER MAIN. THIS PNEUMATIC
PRESSURE TEST MUST BE WITNESSED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR. THE UTILITY CONTRACTOR SHALL USE
ROMAC BRAND STAINLESS STEEL TAPPING SLEEVE(S) OR APPROVED EQUAL FOR ALL TAPS MADE IN HARNETT COUNTY. ALL NEW
WATER LINE EXTENSIONS MUST BEGIN WITH A RESILIENT WEDGE TYPE GATE VALVE SIZED EQUAL TO THE DIAMETER OF THE NEW
WATER LINE EXTENSION IN ORDER TO PROVIDE A MEANS OF ISOLATION BETWEEN HARNETT COUNTY’S EXISTING WATER MAINS
AND THE NEW WATER LINE EXTENSIONS UNDER CONSTRUCTION.
R. R.ALL WATER MAINS WILL BE CONSTRUCTED WITH SDR 21 PVC PIPE OR CLASS 50 DUCTILE IRON PIPE RATED FOR AT LEAST 200 PSI
OR GREATER. ALL PIPES MUST BE PROTECTED DURING LOADING, TRANSPORT, UNLOADING, STAGING, AND INSTALLATION. PVC
PIPE MUST BE PROTECTED FROM EXTENDED EXPOSURE TO SUNLIGHT PRIOR TO INSTALLATION.
S. ALL WATER MAINS WILL BE FLUSHED AND DISINFECTED IN STRICT ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE
HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES. ALL WATER SAMPLES COLLECTED FOR BACTERIA TESTING WILL BE
COLLECTED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR AND TESTED IN THE HCDPU LABORATORY.
T. ALL FITTINGS LARGER THAN TWO (2”) INCHES DIAMETER SHALL BE DUCTILE IRON. HCDPU REQUIRES THAT MECHANICAL JOINTS BE
ASSEMBLED WITH GRIP RINGS AS “MEGALUG” FITTINGS ARE NOT APPROVED BY HARNETT COUNTY FOR PIPE SIZES SMALLER THAN
TWELVE INCHES (12”) DIAMETER. PVC PIPE USED FOR WATER MAINS SHALL BE CONNECTED BY SLIP JOINT OR MECHANICAL JOINT
WITH GRIP RINGS. GLUED PIPE JOINTS ARE NOT ALLOWED ON PVC PIPE USED FOR WATER MAINS IN HARNETT COUNTY.
U. HCDPU REQUIRES THAT THE UTILITY CONTRACTOR INSTALL TRACER WIRE IN THE TRENCH WITH ALL WATER LINES. THE TRACER
WIRE SHALL BE 12 GA. INSULATED, SOLID COPPER CONDUCTOR AND IT SHALL BE TERMINATED AT THE TOP OF THE VALVE BOXES
OR MANHOLES. NO SPLICED WIRE CONNECTIONS SHALL BE MADE UNDERGROUND ON TRACER WIRE INSTALLED IN HARNETT
COUNTY. THE TRACER WIRE MAY BE SECURED WITH DUCT TAPE TO THE TOP OF THE PIPE BEFORE BACKFILLING.
V. THE UTILITY CONTRACTOR WILL PROVIDE PROFESSIONAL ENGINEER (PE) AND THE HCDPU UTILITY CONSTRUCTION INSPECTOR
WITH A SET OF RED LINE FIELD DRAWINGS TO IDENTIFY THE INSTALLED LOCATIONS OF THE WATER LINE(S) AND ALL ASSOCIATED
SERVICES. ALL CHANGE ORDERS MUST BE PRE-APPROVED BY HCDPU AND THE PROFESSIONAL ENGINEER (PE) IN WRITING AND
PROPERLY DOCUMENTED IN THE RED LINE FIELD DRAWINGS.
W. THE UTILITY CONTRACTOR SHALL SPOT DIG TO EXPOSE EACH UTILITY PIPE OR LINE WHICH MAY CONFLICT WITH CONSTRUCTION
OF PROPOSED WATER LINE EXTENSIONS WELL IN ADVANCE TO VERIFY LOCATIONS OF THE EXISTING UTILITIES. THE UTILITY
CONTRACTOR SHALL PROVIDE BOTH HORIZONTAL AND VERTICAL CLEARANCES TO THE PROFESSIONAL ENGINEER (PE) TO ALLOW
THE PE TO ADJUST THE WATER LINE DESIGN IN ORDER TO AVOID CONFLICTS WITH EXISTING UNDERGROUND UTILITIES. THE
UTILITY CONTRACTOR SHALL COORDINATE WITH THE UTILITY OWNER AND BE RESPONSIBLE FOR TEMPORARY RELOCATION
AND/OR SECURING EXISTING UTILITY POLES, PIPES, WIRES, CABLES, SIGNS AND/OR UTILITIES INCLUDING SERVICES IN
ACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS DURING WATER LINE INSTALLATION, GRADING AND STREET
CONSTRUCTION.
X. PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN ESTABLISHED UTILITY EASEMENTS OR NCDOT RIGHT-OF-WAYS THE UTILITY
CONTRACTOR IS REQUIRED TO HAVE A SIGNED NCDOT ENCROACHMENT AGREEMENT POSTED ON SITE AND NOTIFY ALL
CONCERNED UTILITY COMPANIES IN ACCORDANCE WITH G.S. 87-102. THE UTILITY CONTRACTOR MUST CALL THE NC ONE CALL
CENTER AT 811 OR
(800) 632-4949 TO VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. EXISTING UTILITIES
SHOWN IN THESE PLANS ARE TAKEN FROM MAPS FURNISHED BY VARIOUS UTILITY COMPANIES AND HAVE NOT BEEN PHYSICALLY
LOCATED OR VERIFIED BY THE P.E. (I.E. TELEPHONE, CABLE, WATER, SEWER, ELECTRICAL POWER, FIBER OPTIC, NATURAL GAS,
ETC.). THE UTILITY CONTRACTOR WILL BE RESPONSIBLE TO REPAIR ANY AND ALL DAMAGES TO THE SATISFACTION OF THE
RELATED UTILITY COMPANY.
Y. THE UTILITY CONTRACTOR SHALL PROVIDE HCDPU WITH AT LEAST ONE (1) FIRE HYDRANT WRENCH AND ONE (1) BREAK-AWAY
FLANGE KIT FOR EVERY SUBDIVISION WITH FIRE HYDRANTS DEVELOPED IN HARNETT COUNTY. THESE ITEMS MUST BE PROVIDED
TO HCDPU BEFORE THE FINAL INSPECTION WILL BE SCHEDULED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR. IN
ADDITION, THE UTILITY CONTRACTOR SHALL INSTALL A 4” X 4” CONCRETE VALVE MARKER AT THE EDGE OF THE RIGHT-OF-WAY TO
IDENTIFY THE LOCATION OF EACH GATE VALVE INSTALLED IN THE NEW WATER SYSTEM WITH THE EXCEPTION OF THE FIRE
HYDRANT ISOLATION VALVES. THE CONTRACTOR SHALL MEASURE THE DISTANCE FROM THE CENTER OF THE CONCRETE MARKER
TO THE CENTER OF THE VALVE BOX. THIS DISTANCE (IN LINEAR FEET) SHALL BE STAMPED ON THE BRASS PLATE LOCATED ON THE
TOP OF THE CONCRETE VALVE MARKER. IN LIEU OF INSTALLING THE CONCRETE VALVE MARKERS, THE UTILITY CONTRACTOR MAY
PROVIDE AT LEAST TWO MEASUREMENTS FROM TWO INDEPENDENT PERMANENT ABOVE GROUND STRUCTURES TO THE
PROFESSIONAL ENGINEER (PE) IN THE RED LINE DRAWINGS TO IDENTIFY THE VALVE LOCATIONS. THE PROFESSIONAL ENGINEER
(PE) MUST INCLUDE THESE MEASUREMENTS IN THE AS BUILT RECORD DRAWINGS SUBMITTED TO HCDPU.
Z. THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TO LEAKAGE DAMAGE FROM POOR
WORKMANSHIP DURING THE ONE (1) YEAR WARRANTY PERIOD ONCE THE WATER SYSTEM IMPROVEMENTS HAVE BEEN ACCEPTED
BY HARNETT COUNTY. HARNETT COUNTY WILL PROVIDE MAINTENANCE AND REPAIRS WHEN REQUESTED AND BILL THE
DEVELOPER AND/OR UTILITY CONTRACTOR IF NECESSARY DUE TO LACK OF RESPONSE WITHIN 48 HOURS OF NOTIFICATION OF
WARRANTY WORK. THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TO DAMAGES RESULTING
FROM FAILURE TO LOCATE THE NEW WATER LINES AND ASSOCIATED APPURTENANCES FOR OTHER UTILITIES AND THEIR
CONTRACTORS UNTIL THE WATER LINES HAVE BEEN APPROVED BY NCDENR AND ACCEPTED BY HCDPU. THE FINAL INSPECTION
OF WATER SYSTEM IMPROVEMENTS CANNOT BE SCHEDULED WITH HCDPU UNTIL THE STREETS HAVE BEEN PAVED; THE
RIGHTS-OF-WAY AND UTILITY EASEMENTS HAVE BEEN SEEDED AND STABILIZED WITH AN ADEQUATE STAND OF GRASS IN PLACE TO
PREVENT EROSION ISSUES ON SITE.
AA. THE ENGINEER OF RECORD IS RESPONSIBLE TO INSURE THAT CONSTRUCTION IS, AT ALL TIMES, IN COMPLIANCE WITH ACCEPTED
SANITARY ENGINEERING PRACTICES AND APPROVED PLANS AND SPECIFICATIONS. NO FIELD CHANGES TO THE APPROVED PLANS
ARE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY HCDPU. A COPY OF EACH ENGINEER’S FIELD REPORT IS TO BE SUBMITTED
TO HCDPU AS EACH SUCH INSPECTION IS MADE ON SYSTEM IMPROVEMENTS OR TESTING IS PERFORMED BY THE CONTRACTOR.
WATER AND SEWER INFRASTRUCTURE MUST PASS ALL TESTS REQUIRED BY HCDPU SPECIFICATIONS AND THOSE OF ALL
APPLICABLE REGULATORY AGENCIES. THESE TESTS INCLUDE, BUT ARE NOT LIMITED TO: AIR TEST, VACUUM TEST, MANDREL TEST,
VISUAL TEST, PRESSURE TEST, BACTERIOLOGICAL TEST, ETC. A HCDPU INSPECTOR MUST BE PRESENT DURING TESTING AND ALL
TEST RESULTS SHALL BE SUBMITTED TO HCDPU. ALL TESTS MUST BE SATISFIED BEFORE THE FINAL INSPECTION WILL BE
SCHEDULED WITH THE HCDPU INSPECTOR. THE ENGINEER OF RECORD MUST REQUEST IN WRITING TO SCHEDULE THE FINAL
INSPECTION ONCE ALL CONSTRUCTION IS COMPLETE. THE DEVELOPER’S ENGINEER OF RECORD AND THE HCDPU UTILITY
CONSTRUCTION INSPECTOR SHALL PREPARE A WRITTEN PUNCH LIST OF ANY DEFECTS OR DEFICIENCIES NOTED DURING THE
FINAL INSPECTION, SHOULD ANY EXIST. UPON COMPLETION OF THE PUNCH LIST, THE DEVELOPER’S ENGINEER OF RECORD WILL
SCHEDULE ANOTHER INSPECTION. IN THE EVENT THE NUMBER OF INSPECTIONS PERFORMED BY THE HCDPU EXCEEDS TWO,
ADDITIONAL FEES MAY BE ACCESSED TO THE DEVELOPER
OPEN TAPPING SLEEVE SHALL BE ROMAC BRAND MODEL SST MANUFACTURED WITH 316 STAINLESS STEEL.
WATER MAIN PROFILE
HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=5'
EXISTING GRADE ALONG℄ OF WATER MAIN
PROPOSED GRADE ALONG℄ OF WATER MAIN
PROPOSED 12"
C900 PVC
3' MIN.
COVER
PROPOSED ENTRANCE
STA 3+53.0445° BENDSTA 0+16.2645° BEND
REVISE PER COUNTY, PUBLIC WORKS AND DOT COMMENTS02/22/19BWHBYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.NET)MWH (MATT.HASTINGS@SUMMITDE.NET)18-0174FUQUAY VARINA DOLLAR GENERALFUQUAY VARINA, NC 27526U.S. 401 NORTHCONSTRUCTION DRAWINGSCreatively Inspired - Technically ExecutedLicense #: P-0339504 Meadowland DriveHillsborough, NC 27278-8551Voice: (919) 732-3883 Fax: (919) 732-6676www.summitde.netFIRST ISSUE DATEBWH (BRAD.HOPPE@SUMMITDE.NET)08-08-2018LOWER SITE 0.5'07/16/19BWH18-0174_D
D-3 EROSION CONTROL DETAILS8' OC MAX
8"
STRUCTURAL STONE SHALL BE (CLASS "B") STONE FOR EROSION
CONTROL PURPOSES.SEDIMENT CONTROL STONE SHALL BE NO.5 OR NO.57 NCDOTWASHED STONE.SILT FENCE WITHOUT ROCK OUTLETS HAS A CAPACITY OF 1/4
DRAINAGE ACRE PER 100LF FENCE.SILT FENCE WITH ROCK OUTLETS AT 100' SPACING HAS A CAPACITYOF 1/2 DRAINAGE ACRE PER 100LF FENCE.
SEDIMENT CONTROLSTONEEXCAVATE SMALLPIT IN FRONT OFROCK OUTLET.
INSTALL ROCK OUTLET AT
LOW POINTS ALONG SILTFENCE, AND IN LOCATIONSSHOWN ON THE PLAN.
SMALL PI
T
3' MAX.18" MIN.
6'POSTPOSTSILT FENCESILT FENCE
STRUCTURAL STONE12"+/-
12"+/-
3' MAX.18" MIN.
18" MIN.
2:12:112"
SILT FENCE
5' METAL POSTS
5' MIN
12' MAX 36" MINORANGE PLASTIC FENCING
MAINTENANCE:
NEW SEEDLINGS SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED AS
NEEDED. IF RILLS ANG GULLIES DEVELOP, THEY MUST BE FILLED, RE-SEEDED, AND MULCHEDAS SOON AS POSSIBLE. DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOLD.DAMAGE TO VEGETATION FROM DISEASE, INSECTS, TRAFFIC, ETC., CAN OCCUR AT ANYTIME.HERBICIDES AND REGULAR MOWING MAY BE NEEDED TO CONTROL WEEDS. DUST ANDSPRAYS MAY BE NEEDED TO CONTROL INSECTS.WEEK OR DAMAGED SPOTS MUST BE RELIMED, FERTILIZED, MULCHED, AND RESEEDED AS
PROMPTLY AS POSSIBLE.
1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL
CONDITIONS, IF AVAILABLE.
2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH.3.) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACEREASONABLY SMOOTH AND UNIFORM.4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND UNIFORMLY AND MIX WITH SOIL (SEE BELOW*).5.) CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED ISPREPARED 4 TO 6
6.) SEED ON A FRESHLY PREPARED SEEDBED AND SEED LIGHTLY WITH SEEDING EQUIPMENT OR
CULTIPACK
7.) MULCH IMMEDIATELY AFTER SEEDING AND
8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY RESEEDINGS WITHIN THE PLANTING
SEASON, IF POSSIBLE. STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH ORIGINAL LIME,
FERTILIZER AND SEEDING RATES.9.) CONSULT CONSERVATION INSPECTOR ON MAINTENANCE AND FERTILIZATION AFTERPERMANENT COVER IS
* APPLY:AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/ ACRE IN CLAY SOILS)FERTILIZER - 1,000 lbs. / ACRE -10-10-10SUPERPHOSPHATE- 500 lbs> / ACRE -20% ANALYSISMLCH -2 TONS / ACRE (5000 LBS/AC FOR STEEP SLOPES) - SMALL GRAIN STRAW
ANOTHER - ASPHALT EMULSION @ 300 GALS./ ACRE
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE (GRAIN)120ANNUAL LESPEDEZA (KOBE INPIEDMONT AND COASTAL PLAIN,KOREAN IN MOUNTAINS)50
GERMAN MILLET 40OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IN THE
PIEDMONT AND MOUNTAINS, A SMALL-STEMMED SUNDAGRASS
RYE (GRAIN)120
IS NOT TO EXTEND BEYOND JUNE.
MAY BE SUBSTITUED AT A RATE OF 50 LB/ACRE.
SEEDING DATES:
MOUNTAINS - ABOVE 2500 ft: FEB. 15 - MAY 15BELOW 2500 ft: FEB. 1 - MAY 1PIEDMONT - JAN. 1 - MAY 1COASTAL PLAIN - DEC. 1 - APR. 15
MOUNTAINS - MAY 15 - AUG. 15PIEDMONT - MAY 1 - AUG. 15
COASTAL PLAIN - APR. 15 - AUG. 15
MOUNTAINS - AUG. 15 - DEC. 15
COASTAL PLAIN AND PIEDMONT - AUG. 15 - DEC. 30
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURALLIMESTONE AND 750 LBS/ACRE 10-10-10 FERTILIZER
MULCHAPPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCHANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCHANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
LATE WINTER &EARLY SPRING
SUMMER
FALL
LATE WINTER &EARLY SPRING
SUMMER
FALL
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)TALL FESCUE 250SERICEA LESPEDEZA 20
KOBE LESPEDEZA 10
50
SEEDING NOTES1. AFTER AUGUST 15 USE UNSCARIFIED SERICEA SEED.
2. WHERE PERIODIC MOWING IS PLANNED OR A NEAR APPEARANCE IS DESIRED, OMIT SERICEA AND
INCREASE KOBE LESPEZEDA TO 40 LB/ACRE.
3. TO EXTEND SPRING SEEDING DATES INTO JUNE, ADD 15LB/ACRE HULLED BERMUDAGRASS.HOWEVER, AFTER MID-APRIL IT IS PREFERABLE TO SEED TEMPORARY COVER.
NURSE PLANTS
BETWEEN MAY 1 AND AUGUST 15, ADD 10 LB/ACRE GERMAN MILLET OR 15LB/ACRE SUDANGRASS.
PRIOR TO MAY 1 OR AFTER AUGUST 15 ADD 40 LB/ACRE RYE (GRAIN).
SEEDING DATES BEST POSSIBLE
FALL:AUGUST 25 - SEPTEMBER 15 AUGUST 20 - OCTOBER 25
LATE WINTER:FUBRUARY 15 - MARCH 21 FEBRUARY 1 - APRIL 15
FALL IS BEST FOR ALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVER SEEDING OF KOBE
LESPEZEDA OVER FALL-SEEDED TALL FESCUE IS VERY EFFECTIVE.
SOIL AMENDMENTSAPPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHORSTRAW BY TACKING WITH ASPHALT, NETTING OR ROVING OR BY CRIMPING WITH A MULCH ANCHORINGTOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED ONCE OR
TWICE A YEAR, BUT MOWING IS NOT NECESSARY. RESEED, FERTILIZE AND MULCH DAMAGED AREAS
IMMEDIATELY.
CLASS 1 RIP RAP(SEE SECTION
THRU BASIN BELOW)
PIPE INVERT
#5 WASHED STONE.1' THICK X 3' HIGH MIN.
CLASS 1 RIP RAP
HEADWALL
AREAS TO BEDISTURBED (CUT, FILL,ETC.)
PERSPECTIVE VIEW
SECTION THRU BASIN,
FILTER AND CULVERT PIPE
WASHED STONE
FILTER ACROSSPIPE INLET
3/4" EXTERIORPLYWOOD
BURY BOTTOM
OF PLYWOOD
UPSTREAM END OF
1/3 PIPE
DIAMETER
DIAMETER1/3 PIPE
STORM DRAIN
HARDWARE CLOTH
STONE FILTER INLET PROTECTION
PLYWOOD INLET PROTECTION
STORM DRAIN
UPSTREAM END OFSTEEL FENCEPOST (TYP.)
OVERFLOW
OVERFLOW
RIP-RAP
LENGTH
EXISTING GRADE
FLARED END SECTION
SECTIONPLAN
3
1
1 3
FLOWPIPEINVERT
AREASTORAGE
FLOW
RIP RAP HEADWALL
NATURALGROUND
FLOW
FILTER FABRIC
3'
CLASS 1 RIP-RAP
#57 WASHED STONEMAX. SEDIMENT DEPTH(CLEAN OUT POINT)
1.5'
1'
1.5'FLOW
2'1'
MAINTENANCE:
INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY EROSION AROUND OR BELOW
THE RIPRAP HAS TAKEN PLACE OR IF STONES HAVE BEEN DISLODGED. IMMEDIATLY MAKE ALL NEEDED
REPAIRS TO PREVENT FURTHER DAMAGE.
MAINTENANCE:
INSPECT, CLEAN AND PROPERLY MAINTAIN THE INLET PROTECTION AFTER EVERY STORM UNTIL THECONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED. TO PROVIDE SATISFACTORYBASIN EFFICIENCY, REMOVE SEDIMENT WHEN THE SEDIMENT STORAGE AREA IS HALF FULL. SPREAD
ALL EXCAVATED MATERIAL EVENLY OVER THE SURROUNDING LAND AREA OR STOCKPILE AND STABILIZEIT APPROPRIATELY.
SEDIMENTSTORAGE
FLOOD STORAGE ZONE
RIP-RAP
10' x 10' SQUARE WASHOUT BASIN
24" MIN.
NOTES:
1. INSTALL CONCRETE WASHOUT PIT AT LOCATION(S) SHOWN ON PLANS.2. LINE PIT WITH IMPERVIOUS FABRIC OR POLYETHYLENE SHEET. ANCHOR FABRIC INTO
GROUND OUTSIDE PIT AS SHOWN.
3. MAXIMUM WATER AND SEDIMENT DEPTH IS 12". PIT MUST BE EXCAVATED AND RE-LINED WHEN
DEPTH OF SEDIMENT REACHES 12" OR COMBINED WATER/SEDIMENT DEPTH EXCEEDS 12"FOLLOWING WASHOUT OF CONCRETE TRUCK.
4. ALLOW WATER TO EVAPORATE COMPLETELY PRIOR TO EXCAVATING PIT.
5. WASHOUT PIT MAY BE LOCATED NO CLOSER THAN 50' TO DRAINS, INLETS, OR SURFACEWATERS.
CRITICAL POINTS
A. OVERLAPS AND SEAMSB. PROJECTED WATER LINEC. CHANNEL BOTTOM/SIDE SLOPE VERTICES
* HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF NECESSARY TO ALLOW STAPLES TO SECURE THE CRITICAL POINTS ALONG THE CHANNEL SURFACE.
A
A
B
C
B C
WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCHWITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
4. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4"-6" (10cm-15cm) OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10cm) APART AND 4" (10cm) ON CENTER TO SECURE BLANKETS.
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY12" (30cm) APART IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2"-5" (5cm-12.5cm) (DEPENDING ON BLANKET TYPE) AND STAPLED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9m-12m) INTERVALS. USE
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APARTIN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
** IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 cm) MAY
14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725
USA 1-800-772-2040 CANADA 1-800-448-2040
12"(30 cm)
(15 cm)6"
6"(15 cm)
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE:
BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACKFILLAND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKESSPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET.
TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVENWITH THE COLORED SEAM STITCH ON THE BLANKET BEING OVERLAPPED.
A DOUBLE ROW OF STAPLES STAGGERED 4" (10cm) APART AND 4" (10cm) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.
(15 cm)6"
4"-6"
(10cm-15cm)
4"(10 cm)
(15 cm)6"
NOTE:
BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS.
4"
www.nagreen.com
TM
(5cm-12.5cm)2"-5"1.
6.
7.
2.
5.
4.8.
3.
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKESIN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM , STAPLES/STAKESSHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" (5cm-12.5cm) OVERLAP DEPENDINGON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
3" (7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE
INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET.
BLANKET WIDTH.
NOTE:*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15cm) MAY BE NECESSARY TOPROPERLY SECURE THE BLANKETS.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCHWITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THEBLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OFSTAPLES/STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET.
USA 1-800-772-2040 CANADA 1-800-448-204014649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725
www.nagreen.com
2.4.
5.
3B.
1.
3A.
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM , STAPLES/STAKESSHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
ROLLED EROSION CONTROL PRODUCT MAINTENANCE
1. INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY
AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAIN FALLEVENT REPAIR IMMEDIATELY.
2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, ANDEROSION MUST NOT OCCUR BENEATH THE RECP.
3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSECONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED.
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THEPROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED.5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND
COVER IS ESTABLISHED.
CONTRACTOR SHALL INSTALL
14" X 14" HOLE HARDWARE CLOTHACROSS OUTLET OPENING
MAINTENANCE:
INSPECT, CLEAN AND PROPERLY MAINTAIN THE INLET PROTECTION AFTER EVERY STORM UNTIL THE
CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED. TO PROVIDE SATISFACTORY
BASIN EFFICIENCY, REMOVE SEDIMENT WHEN THE SEDIMENT STORAGE AREA IS HALF FULL. SPREADALL EXCAVATED MATERIAL EVENLY OVER THE SURROUNDING LAND AREA OR STOCKPILE AND STABILIZEIT APPROPRIATELY.
CONTRACTOR SHALL INSTALL
14" X 14" HOLE HARDWARE CLOTH
ACROSS OUTLET OPENING
REVISE PER COUNTY, PUBLIC WORKS AND DOT COMMENTS02/22/19BWHBYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.NET)MWH (MATT.HASTINGS@SUMMITDE.NET)18-0174FUQUAY VARINA DOLLAR GENERALFUQUAY VARINA, NC 27526U.S. 401 NORTHCONSTRUCTION DRAWINGSCreatively Inspired - Technically ExecutedLicense #: P-0339504 Meadowland DriveHillsborough, NC 27278-8551Voice: (919) 732-3883 Fax: (919) 732-6676www.summitde.netFIRST ISSUE DATEBWH (BRAD.HOPPE@SUMMITDE.NET)08-08-2018LOWER SITE 0.5'07/16/19BWHKnow what's below.before you dig.Call
R
18-0174_D
D-4 SKIMMER BASIN STANDARD DETAILSTOP VIEW END VIEW
SIDE VIEW
(NO SCALE)
GENERAL NOTES:
1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE PIPE.
2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN CORRECT
AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD CONDITIONS WARRANT ACHANGE.3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS.
4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION
INSTALLED.5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THEDISCHARGE END OF THE PIPE.
6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT MANNER.
7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT SHEET,AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE.
SECTION THRU WEIR
FENCE AND FABRICBURIED IN TRENCH
SUPPORT ROPETO WIRE TOPREVENT SAGGING
SUPPORT POST24" INTRO BOTTOMOR SIDE STAKE TOSUPPORT WIRE
COIR MESH OR SIMILAR, STAPLED ORTRENCHED INTO BOTTOM OR SIDE
OUTLET ZONE
NOTES:1. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM ANDSIDES USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1ST BAY,WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.3. PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET INLENGTH). PROVIDE 5 BAFFLES FOR DRAINAGE AREASGREATER THAN 10 ACRES.4. BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET.5. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THETOP OF THE BERMS6. INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTEREACH RAINFALL
INLET ZONE
25% ofbasin surface area
1st Cell25% of basinsurface area
2nd Cell25% of basinsurface area
25% ofbasin surface area
CROSS SECTION
PLAN VIEW
SECTION VIEW AT OPENING
2'
STEEL POST
6"X6" TRENCH,BACKFILLED ANDCOMPACTED
MIN. 12" THICKSEE RIP RAPSIZE & DEPTH
ON PLANS
5' SOD / GRASS
FILTER STRIP 12" DEEP
POOL
RIP RAP PLUNGE POOL
NOT TO SCALE
NOTE:
SEE WETLAND BMP DETAIL FOR
LENGTH AND WIDTH
FILTER FABRIC TO FULLY
ENCOMPASS EXTENTS OF RIP
RAP AND BE TOED-IN AMINIMUM OF 12" ON ALL SIDES.
MIN. 6"
MIN. 12"
INTAKE HOSE
PLAN VIEW
DISCHARGE HOSES
DEWATERING PUMPP
DISCHARGE HOSE
LEVEL, DRY GROUND
NOTE: REMOVE GRAVEL AND SEED WHEN PUMP AROUND OPERATION IS COMPLETED.
NOTE: ESTIMATED MINIMUM PUMP SIZE NEEDED FOR BASE FLOW IS 2" PUMP. CONTRACTORIS RESPONSIBLE FOR SIZING PUMP AND MAINTAINING WORK "IN THE DRY".
SILT BAG
SKIMMER BASIN
POROUS BAFFLES AND INSTALLATION
NOT TO SCALE
SKIMMER BASIN DEWATERING
NOT TO SCALE
SKIMMER
NOT TO SCALE
SKIMMER BASIN
NOT TO SCALE
TO SPILLWAYOUTLET PROTECTION
SILT BAG PROFILE VIEW
2-4"
CLEAN GRAVEL
POROUS BAFFLE MAINTENANCE
1. INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACHRAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.2. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THEFABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOMEINEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL, TOPROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOIDDAMAGING THE BAFFLES DURING CLEANOUT, AND REPLACE IF
DAMAGED DURING CLEANOUT OPERATIONS. SEDIMENT DEPTHSHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.
4. AFTER CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLYSTABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLESEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT.
SKIMMER & SKIMMER BASIN MAINTENANCE
1. INSPECT SKIMMER SEDIMENT BASIN AT LEAST WEEKLY AND AFTEREACH SIGNIFICANT (1/2" OR GREATER) RAINFALL EVENT AND REPAIR
IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITSORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF THE
HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SOTHAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED.
EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUSTAROUND THE SKIMMER OR THE FIRST CELL. MAKE SUREVEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT
HOLD DOWN THE SKIMMER.2. REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE
BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM.3. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN
THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THESKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS ANDRESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVERTO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECKTHE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO
REMOVE THE DEBRIS.
SKIMMER & SKIMMER BASIN MAINTENANCE CONT'D
4. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICECAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A
PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE ANDREPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
5. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANYREQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OFTHE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS AND OUTLETFOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FORPIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS
IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THESKIMMER AND POOR AREAS.
6. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN.SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO
PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
RIP RAP PLUNGE POOL MAINTENANCE
1. INSPECT RIP RAP PLUNGE POOL WEEKLY AND AFTER SIGNIFICANT(1/2" OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION
AROUND OR BELOW THE RIP RAP HAS TAKEN PLACE, OR IF STONESHAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS
TO PREVENT FURTHER DAMAGE.
SILT BAG MAINTENANCE
1. INSPECT INLET PIPE AND BAG FOR DAMAGE AND BLOCKAGE.
2. REPLACE BAG WHEN 3/4 FULL OF SEDIMENT.
LDLDLDLDLDLDLDLDLDLDLDLD
LD
LD
LD
LD
LD
LD
LD
LD
LD
L
D
L
D
L
D
LDLDLDLDLDLD
LD
LD
LD
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF SF SF SF SF SF
SF
SF
SFSFSFSFSFSFSFSF188.50
189
190
191
192192.50
192.50
192
191
190
188189188.50189190191192192.50192.50192191190192191190189188.50REVISE PER COUNTY, PUBLIC WORKS AND DOT COMMENTS02/22/19BWHBYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.NET)MWH (MATT.HASTINGS@SUMMITDE.NET)18-0174FUQUAY VARINA DOLLAR GENERALFUQUAY VARINA, NC 27526U.S. 401 NORTHCONSTRUCTION DRAWINGSCreatively Inspired - Technically ExecutedLicense #: P-0339504 Meadowland DriveHillsborough, NC 27278-8551Voice: (919) 732-3883 Fax: (919) 732-6676www.summitde.netFIRST ISSUE DATEBWH (BRAD.HOPPE@SUMMITDE.NET)08-08-2018LOWER SITE 0.5'07/16/19BWHKnow what's below.before you dig.Call
R
18-0174_D
D-5 SKIMMER BASIN DETAILSSKIMMER BASIN
SCALE: 1"=10'
CREST OF
SPILLWAY= 191'
1.5'2:1 SLOP
E
2:1 SLO
P
E
10'
GEOTEXTILE LINER/MEMBRANE
PER NCDENR REQUIREMENTS
SKIMMER BASIN EMERGENCY SPILLWAY
NOT TO SCALE
TOP OF DAM = 192.5'
SKIMMER
(SEE SCH.BELOW FOR SIZE)
BAFFLES(TYP. OF 4)
CONTRACTOR TO INSTALL
CLASS A RIP RAP 3' X 3'
AND 12" DEEP
INVERT 189.5'
8" ROOF DRAINLEADER
LDLDLDLDLDLDLDLDLDLDLDLD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LDLDL
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LDLDLDLDLDLD
LD
LD
LD
190
191
192192.50
192.50
192
191
190
189
188192.50192.50189.50190191192192191190189189.50
192191190189.50REVISE PER COUNTY, PUBLIC WORKS AND DOT COMMENTS02/22/19BWHBYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.NET)MWH (MATT.HASTINGS@SUMMITDE.NET)18-0174FUQUAY VARINA DOLLAR GENERALFUQUAY VARINA, NC 27526U.S. 401 NORTHCONSTRUCTION DRAWINGSCreatively Inspired - Technically ExecutedLicense #: P-0339504 Meadowland DriveHillsborough, NC 27278-8551Voice: (919) 732-3883 Fax: (919) 732-6676www.summitde.netFIRST ISSUE DATEBWH (BRAD.HOPPE@SUMMITDE.NET)08-08-2018LOWER SITE 0.5'07/16/19BWHKnow what's below.before you dig.Call
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18-0174_D
D-6 CONVERTED SKIMMER BASINDETAILSDAM EMBANKMENT CONSTRUCTION STANDARDS:
1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH
LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF
2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR
MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT INACCORDANCE WITH ASTM D698.
2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO
COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOTBE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION.
3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE
THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED ANDREPLACED WITH ACCEPTABLE MATERIALS.4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE
PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT.5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THEPLACEMENT OF CONTROLLED FILL.
6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT
INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICALENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY
PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE.
7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATIONPREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETIONOF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE
GEOTECHNICAL ENGINEER.
8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ONBOTH SIDES OF THE STRUCTURES.
9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS,
MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS.10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED.
11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES (INCLUDING THE CRADLE) UNTIL
ADEQUATE CURING TIME HAS ELAPSED.12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3- INCH LAYER OF TOPSOIL SHALL BE PLACED ON THEDISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND SODDED OR HYDROSEEDED.
CONVERTED SKIMMER BASIN
SCALE: 1"=10'
IF DEWATERING IS REQUIRED FOR PLANTING OR REPAIRS IT
SHALL BE DONE WITH TEMPORARY PUMPS AND THE DISCHARGE
SHALL BE INTO THE RIP RAP SPILLWAY APRON.
SEDIMENT TRAP CONVERSION CONSTRUCTION SEQUENCE:
AT THE COMPLETION OF CONSTRUCTION THE SEDIMENT TRAP SHALL BE
CONVERTED INTO A PERMANENT STRUCTURE. THE FOLLOWING STEPS SHALL
BE FOLLOWED:
1. DEWATER THE BASIN THROUGH SEDIMENT BAG
2. BAG SHALL DISCHARGE INTO A STABLE AGGREGATE DISSIPATOR PAD OR A
DENSELY VEGETATED AREA.
3. REMOVE DEPOSITED SEDIMENT AND PROPERLY DISPOSE OF OFF-SITE
4. ADJUST GRADES AS NECESSARY TO MATCH PLANS
5. AS-BUILT CONDITIONS SHOULD BE VERIFIED PRIOR TO PLANTING TO
ENSURE SIZE, SLOPES, ETC. ARE ADEQUATE.
6. INSTALL 3-4" OF TOPSOIL TO INTERIOR SLOPES, FERTLIZE, LIME, AND EITHER
SOD OR SEED AND MAT
7. WATER GRASS AS NECESSARY TO HELP ESTABLISHMENT. CONTRACTOR IS
RESPONSIBLE FOR ESTABLISHING HEALTHY STAND OF GRASS
BOTTOM - 189.5'
4:1 SIDE
SLOPES
SLOPES SHALLBE SODDED OR
SEEDED ANDMATTED
4:1
S
I
D
E
SLO
P
E
S
4:1 SIDE
SLOPES
INV = 189.5'
REVISE PER COUNTY, PUBLIC WORKS AND DOT COMMENTS02/22/19BWHBYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.NET)MWH (MATT.HASTINGS@SUMMITDE.NET)18-0174FUQUAY VARINA DOLLAR GENERALFUQUAY VARINA, NC 27526U.S. 401 NORTHCONSTRUCTION DRAWINGSCreatively Inspired - Technically ExecutedLicense #: P-0339504 Meadowland DriveHillsborough, NC 27278-8551Voice: (919) 732-3883 Fax: (919) 732-6676www.summitde.netFIRST ISSUE DATEBWH (BRAD.HOPPE@SUMMITDE.NET)08-08-2018LOWER SITE 0.5'07/16/19BWH18-0174_D
D-7 EPA STORMWATER REQUIREMENTSNCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF-INSPECTION
Self-inspections are required during normal business hours in accordance with the tablebelow. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day onwhich it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall beperformed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. Theapproved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
2. Additional Documentation to be Kept on Site In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the Division provides a site-specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shallrecord the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use ofelectronically-available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard-copy records.
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
·They are 25 gallons or more,
·They are less than 25 gallons but cannot be cleaned up within 24 hours,
·They cause sheen on surface waters (regardless of volume), or
·They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or theenvironment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contactthe appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also bereported to the Department's Environmental Emergency Center personnel at (800)858-0368.
3. Documentation to be Retained for Three Years All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn downfor maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITHTHE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the constructionactivity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). Thepermittee shall comply with the Erosion and Sediment Control plan approved by thedelegated authority having jurisdiction. All details and specifications shown on this sheetmay not apply depending on site conditions and the delegated authority having jurisdiction.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of thetechniques in the table below:
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of ApprovedPAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak-proof containers that are kept under storm-resistant coveror surrounded by secondary containment structures.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on-site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from theproject.
4. Collect all spent fluids, store in separate containers and properly dispose ashazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum productsto a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trashreceptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surfacewaters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runofffrom upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately ifcontainers overflow.
8. Dispose waste off-site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surfacewaters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes fromconstruction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or placeon a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in highfoot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replacewith properly operating unit.HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with labelrestrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case ofaccidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding ispossible or where they may spill or leak into wells, stormwater drains, ground wateror surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and inaddition place the mixer and associated materials on impervious barrier and withinlot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority forreview and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into ordischarged to the storm drain system or receiving surface waters. Liquid waste mustbe pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stoneentrance pad in front of the washout. Additional controls may be required by theapproving authority.
8. Install at least one sign directing concrete trucks to the washout within the projectlimits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structuralcomponents when no longer functional. When utilizing alternative or proprietaryproducts, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbancecaused by removal of washout.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least50 feet away from storm drain inlets, sediment basins, perimeter sediment controlsand surface waters unless it can be shown no other alternatives are reasonablyavailable.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset offive feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordancewith the approved plan and any additional requirements. Soil stabilization is definedas vegetative, physical or chemical coverage techniques that will restrain acceleratederosion on disturbed soils for temporary or permanent control needs.
A
A
BELOW GRADE WASHOUT STRUCTURE
1:1SIDE SLOPE(TYP.)
10 MILPLASTICLINING
3'-0"MIN.& X'MAX.SECTION A-A
NOT TO SCALE
ABOVE GRADE WASHOUT STRUCTURENOT TO SCALE
PLAN
SECTION B-B
HIGHCOHESIVE &LOW FILTRATIONSOIL BERM
8"6"
2'
HIGHCOHESIVE &LOW FILTRATIONSOIL BERM1:1 SIDE SLOPE(TYP.)
10 MILPLASTIC LINING
B
B
3'-0"MIN.& X'MAX.A
SANDBAGS (TYP.)OR STAPLES
SANDBAGS (TYP.)OR STAPLES
SANDBAGS (TYP.)OR STAPLES
SANDBAGS (TYP.)OR STAPLES
NOTES:1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL BEMAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES75% OF THE STRUCTURES CAPACITY.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BECLEARY MARKED WITH SIGNAGE NOTING DEVICE.
NOTES:1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURESSHALL BE MAINTAINED WHEN THE LIQUIDAND/OR SOLID REACHES 75% OF THESTRUCTURES CAPACITY TO PROVIDEADEQUATE HOLDING CAPACITY WITH AMINIMUM 12 INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE NEEDSTO BE CLEARY MARKED WITH SIGNAGENOTING DEVICE.
ONSITE CONCRETE WASHOUTSTRUCTURE WITH LINER
CONCRETEWASHOUT CONCRETEWASHOUT
PLAN
CLEARLY MARKED SIGNAGENOTING DEVICE (18"X24" MIN.)CLEARLY MARKED SIGNAGENOTING DEVICE (18"X24" MIN.)
SILT FENCE
10'MIN10'MIN
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Note: After the permanent cessation of construction activities, any areas with temporaryground stabilization shall be converted to permanent ground stabilization as soon aspracticable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render thesurface stable against accelerated erosion until permanent ground stabilization is achieved.
Site Area Description Timeframe variations
-7 days for perimeter dikes, swales,ditches, perimeter slopes and HQW Zones
-10 days for Falls Lake Watershed unless
there is zero slope
Stabilize within thismany calendardays after ceasingland disturbance
7
7
7
14
None
None
(a) Perimeter dikes,swales, ditches, andperimeter slopes
(b) High Quality Water
(HQW) Zones
(c) Slopes steeper than3:1
If slopes are 10' or less in length and arenot steeper than 2:1, 14 days areallowed
(d) Slopes 3:1 to 4:1
(e) Areas with slopes
flatter than 4:1 14
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,ditches, perimeter slopes and HQWZones
-10 days for Falls Lake Watershed