NCC222675_Site Plan or Location Map_20220804

FUQUAY-VARINA FAMILY ENTERTAINMENT CENTER
CIVIL ENGINEER
RED LINE ENGINEERING, P.C. (C-3075)
123 RALEIGH STREET
FUQUAY-VARINA, NORTH CAROLINA 27526
CONTACT NAME: GARY J. MCCABE, PE
PHONE:[phone]
EMAIL: [e-mail]
OWNER / DEVELOPER
MCROLLING PROPERTIES, LLC
401 ATTAIN STREET, SUITE 131
FUQUAY-VARINA, NORTH CAROLINA 27526
CONTACT NAME: BRYDEN MCCORMICK
PHONE:[phone]
EMAIL: [e-mail]
SURVEYOR
KCI ASSOCIATES OF N.C., PA (C-0764)
4505 FALLS OF NEUSE, FLOOR 4
RALEIGH, NORTH CAROLINA 27607
CONTACT NAME: ROB BAUMGARTNER
PHONE:[phone]
EMAIL: ROB. [e-mail]
ARCHITECT
MCGAHEY DESIGN, PA
123 RALEIGH STREET
FUQUAY-VARINA, NORTH CAROLINA 27526
CONTACT NAME: JOHN M. MCGAHEY, AIA
PHONE: [phone]
EMAIL: [e-mail]
LANDSCAPE ARCHITECT
CLAYTON NARRON, LANDSCAPE ARCHITECT (RLA - 402)
312 SOUTH FOURTH STREET
SMITHFIELD, NORTH CAROLINA 27577
CONTACT NAME: R. CLAYTON NARRON, RLA
PHONE: [phone]
EMAIL. [e-mail]
CORRIDOR COMMERCIAL CONDITIONAL ZONING DISTRICT
CONDITIONS PER REZONING CASE # REZ-2008-19
PERMITTED USES:
ALL PERMITTED USES WITH THE EXCEPTION OF
REZONING CONDITIONS:
AUTO DEALERSHIP
PAWNBROKER
SEED AND FEED STORE
ANIMAL HOSPITAL
VETERINARY CLINIC
SERVICE STATION, UNLESS IT COMPLIES WITH CONDITION (5) OF
EXHIBIT D.
1. THE REQUIRED LANDSCAPED AREA ADJACENT TO JUDD PARKWAY WILL BE PLANTED WITH STREET TREES SPACED ON AN
AVERAGE OF 40 FEET ON CENTER WITH AN UNDERSTORY COMPONENT PLANTED ON AN AVERAGE OF 30 FEET ON CENTER.
2. IN ADDITION TO THE LANDSCAPE AREA ADJACENT TO JUDD PARKWAY, AN EVERGREEN HEDGE A MINIMUM OF 3 FEET AT
MATURITY WILL BE INSTALLED ALONG PARKING AREAS ADJACENT TO JUDD PARKWAY.
3. AN EVERGREEN BUFFER OF AT LEAST TEN (10) FEET IN WIDTH CONTAINING AT LEAST 20 PLANTS PER ONE HUNDRED
(100) FEET OF LINEAR BUFFER, SHALL BE PROVIDED ALONG THE EAST AND SOUTHEAST SIDE OF THE PROPERTY IN AREAS
ADJACENT TO RESIDENTIALLY ZONED PROPERTY USING PLANT MATERIAL THAT WILL REACH A MINIMUM HEIGHT OF 10
FEET AT MATURITY. PLANT MATERIAL WILL BE A MINIMUM OF 4 FEET IN HEIGHT AT INSTALLATION.
4. ALL PARKING LOT LIGHTING WILL UTILIZE FULL CUTOFF FIXTURES.
5. ANY BUILDING(S) AND ACCESSORY USES, INCLUDING BUT NOT LIMITED TO DUMPSTERS, ASSOCIATED FACILITIES AND
ACCESSORY BUILDING(S) USED FOR A SERVICE STATION, INCLUDING ASSOCIATED PARKING AREAS, MUST BE LOCATED
NO CLOSER THAN ONE HUNDRED (100) FEET TO ANY LOT (LINE) USED FOR RESIDENTIAL PURPOSES, ALTHOUGH ENTRY
DRIVES MAY BE LOCATED WITHIN THIS ONE HUNDRED (100) FOOT SETBACK AREA.
CONSTRUCTION DRAWINGS
1475 N JUDD PARKWAY NE + 1302 N BROAD STREET
(P.I.N. 0657-94-0095 + 0657-83-8934)
FUQUAY-VARINA, NORTH CAROLINA 27526
VICINITY MAP
SCALE: 1 "=500'
SITE PLAN INFORMATION:
1. NAME:
2. STREET ADDRESS:
3. P.I.N.:
4. EXISTING LAND USE (EXISTING/PROPOSED):
5. PROPOSED LAND USE:
6. TOTAL NUMBER OF LOTS:
7. TOTAL SITE AREA:
8. DISTURBED AREA:
9. CURRENT/PROPOSED ZONING:
10. EXISTING BUILDINGS USE & SF:
11. PROPOSED BUILDING SF:
12. PROPOSED BUILDING LOT COVERAGE:
13. BUILDING SETBACKS:
14. MAX BUILDING HEIGHT:
15. PROPOSED BUILDING HEIGHT:
16. INSIDE CITY LIMITS:
17. INSIDE FLOOD HAZARD BOUNDARY:
18. PARKING REQUIRED:
19. PARKING PROVIDED:
20. IMPERVIOUS AREA APPROVED UNDER SP-2022-02
21. PROPOSED IMPERVIOUS SURFACE AREA:
LOT #2:
LOT #3:
TOTAL IMPERVIOUS PROPOSED:
22. WATERSHED / RIVER BASIN:
23. OWNER/DEVELOPER:
FV FAMILY ENTERTAINMENT CENTER
1475 N JUDD PKWY NE + 1302 N BROAD ST
FUQUAY-VARINA, NORTH CAROLINA 27526
0657-94-0095 + 0657-83-8934
VACANT
INDOOR RECREATION + RESTAURANT
E
237,722 SF (5.46 ACRES)
6.00 ACRES (PER SP-2022-02)
CC-CZD (COORIDOR COMMERCIAL CONDITIONAL ZONING DISTRICT)
NONE
37,634 SF (GROSS)
15.83%
FRONT - 20 FT.
SIDE - 0 FT.
REAR - 0 FT.
65 FT
40 FT + ACCESSORY FEATURE
YES
NO (PER FEMA MAP #3720065700J) EFFECTIVE DATE: 05/02/2006
INDOOR RECREATION 1 SPACE / 200 SF
37,634 SF GROSS X 1/200 = 188 SPACE MINIMUM REQUIRED
ADA SPACES REQUIRED = 6 SPACES (1 VAN ACCESSIBLE)
203 SPACES (196 REGULAR + 7 ADA SPACES)
LOT #1
1.29 ACRES X 63.5% = 0.82 ACRES
LOT #2
1.08 ACRES X 80% = 0.86 ACRES
LOT #3
4.37 ACRES X 80% = 3.50 ACRES
TOTAL
5.18 ACRES (APPROVED UNDER SP-2022-02)
34,185 SF / 0.78 ACRES (72%)
107,045 SF / 2.46 ACRES (56%)
141,230 SF / 3.24 ACRES (59%)
MIDDLE CREEK / NEUSE RIVER BASIN
MCROLLING PROPERTIES, LLC
401 ATTAIN STREET, SUITE 131
FUQUAY-VARINA, NORTH CAROLINA 27526
NOTE: CONTRACTOR SHALL ENSURE THAT ALL WORK
COMPLIES WITH APPLICABLE NORTH CAROLINA BUILDING
CODES, HANDICAPPED ACCESSIBILITY CODE VOL. 1 C.,
THE TOWN OF FUQUAY-VARINA AND NCDOT STANDARDS,
DETAILS AND SPECIFICATIONS.
CIVIL
PLANS SHEET INDEX
C0.0
COVER SHEET
C1.0
NOTES, LEGENDS, VICINITY MAP, &ABBREVIATIONS
C2.0
EXISTING CONDITIONS &DEMOLITION PLAN
C3.0
OVERALL SITE PLAN
C3.1
ENLARGED SITE PLAN A
C3.2
ENLARGED SITE PLAN B
C4.0
EROSION CONTROL PLAN - PHASE I (BY OTHERS)
C4.1
EROSION CONTROL PLAN -PHASE II
C5.0
OVERALL GRADING & STORMWATER MANAGEMENT PLAN
C5.1
ENLARGED FINE GRADING PLAN A
C5.2
ENLARGED FINE GRADING PLAN B
C5.3
STORMWATER COLLECTION SYSTEM -
PLAN &PROFILE -RUN 1A (110 - SD102) +
RUN 1 B (110 - SD104)
C5.4
STORMWATER COLLECTION SYSTEM -
PLAN &PROFILE -RUN 2A (100 - AD1)
C5.5
STORMWATER COLLECTION SYSTEM -
PLAN &PROFILE -RUN 2B (100 - SD205) +
RUN 2C (100 - SD206)
C5.6
STORMWATER COLLECTION SYSTEM -
PLAN &PROFILE -RUN 3A (104 - SD208)
C6.0
PROPOSED UTILITY PLAN
C7.0
SITE DETAILS
C7.1
ENLARGED SITE DETAILS
C8.0
EROSION CONTROL DETAILS
C9.0
STORMWATER DETAILS
C10.0
WATER DETAILS
C11.0
SANITARY SEWER DETAILS
LP1.0
DUKE ENERGY SITE LIGHTING PLAN
1-1.0
LANDSCAPE PLAN &DETAILS
A1.01
ARCHITECTURAL -OVERALL FLOOR PLAN
A2.01
ARCHITECTURAL -BUILDING ELEVATIONS
A2.02
ARCHITECTURAL -BUILDING ELEVATIONS
A2.03
ARCHITECTURAL -MATERIALS
SUMMARY OF INFRASTRUCTURE
IMPROVEMENTS
WATER METERS
(1) 2" DOMESTIC WATER METER
PRIVATE WATER MAINS
150 LF OF 8" DIP (CL 350)
WATER SERVICE LATERALS
30 LF OF 2" COPPER (TYPE K)
30 LF OF 8" DIP (CL 350)
FIRE HYDRANT ASSEMBLIES
2 EACH
SEWER MAINS
N/A
SEWER SERVICE LATERALS
(1) 4" PVC - 24 LF (CORE MANHOLE)
(1) 4" PVC - 68 LF (TAP 8" PIPE)
24" CURB AND GUTTER
3,112 LF
SIDEWALKS
425 LF AT 6 FT WIDE
536 LF AT 5 FT WIDE
STORM DRAIN STRUCTURES
15 COMBINATION CURB INLETS
2 NYLOPLAST AREA DRAINS
STORM PIPES
73 LF - 12" HDPE (ADS N-12)
439 LF - 15" HDPE (ADS N-12)
309 LF OF 18" HDPE (ADS N-12)
86 LF OF 24" HDPE (ADS N-12)
160 LF OF 30" RCP (CLASS III OR IV)
STORMWATER CONTROL
1 WET DETENTION POND
MEASURES (SCM)
(BY OTHERS)
DATE: JUNE 2, 2022
Know what's below.
Call before you dig.
ORIGINAL SITE PLANS FOR
STAMPED APPROVAL
SS
_ a SEAL : n = = SEAL =
C-3075 = = 032614 -
. �A..
06/02/2022
FINAL DRAWING
RELEASED FOR
CONSTRUCTION
PROJECTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE TOWN OF FUQUAY-VARINA STANDARDS, SPECIFICATIONS
AND DETAILS IN EFFECT AT THE TIME THE PROJECT RECIEVES
TOWN APPROVAL FOR CONSTRUCTION. THE CONTRACTOR
MUST KEEP A COMPLETE SET OF STAMPED APPROVED PLANS
ONSITE AT ALL TIMES WHILE WORK IS BEING PERFORMED.
TOWN OF FUQUAY-VARINA APPROVAL STAMP
PROJ. NO.: 22-001 SHEET C0.0

GENERAL NOTES
(1) BOUNDARY & TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY KCI ASSOCIATES OF N.C.,
PA (C-0764), PERFORMED BY ROBERT C. BAUMGARTNER, P.L.S. (L-4531), DATED AUGUST 24,
2021. INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSES ONLY. NOT FOR SALE
OR RECORDATION.
(2) CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, MATERIAL AND DEPTH OF ALL EXISTING
UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO COMMENCING
CONSTRUCTION. ELEVATIONS INDICATED ON PLANS SHOWN AS APPROXIMATE, CONTRACTOR
SHALL FIELD VERIFY ALL ELEVATIONS PRIOR TO COMMENCING CONSTRUCTION.
(3) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS GENERATED
THROUGH ALL CONSTRUCTION RELATED ACTIVITIES.
(4) ALL DISTURBED AREAS SHALL BE SEEDED, FERTILIZED, AND MULCHED IN ACCORDANCE WITH
NPDES STABILIZATION TABLE.
(5) WATER & SANITARY SEWER SERVICES TO BE INSTALLED IN ACCORDANCE WITH THE MOST
CURRENT VERSION OF THE TOWN OF FUQUAY-VARINA CONSTRUCTION STANDARDS,
SPECIFICATIONS AND DETAILS IN EFFECT AT THE TIME OF APPROVAL.
(6) ACCORDING TO THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973 (NORTH CAROLINA
GENERAL STATUTE 113A 51-66) THIS PROJECT IS SUBJECT TO AN APPROVED SEDIMENTATION
AND EROSION CONTROL PLAN. TOTAL DISTURBED AREA EXCEEDS ONE (1) ACRE,
THEREFORE, A TOWN OF FUQUAY-VARINA LAND DISTURBANCE/GRADING PERMIT IS REQUIRED.
(7) ALL WORK MUST COMPLY WITH APPLICABLE NCDOT STANDARDS, NORTH CAROLINA BUILDING
CODES, AND TOWN OF FUQUAY-VARINA STANDARDS, SPECIFICATIONS AND DETAILS.
(8) ANY CONFLICT(S) BETWEEN ARCHITECTURAL, STRUCTURAL, PLUMBING, MECHANICAL,
ELECTRICAL AND CIVIL SHEETS SHALL BE SUBMITTED BY CONTRACTOR, IN WRITING, TO BOTH
ARCHITECT AND ENGINEER. WRITTEN CLARIFICATION/RESOLUTION MUST BE RECEIVED BY
CONTRACTOR FROM ARCHITECT AND ENGINEER PRIOR TO COMMENCING CONSTRUCTION.
(9) LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST
TEN (10) FEET LATERALLY FROM EXISTING OR FUTURE SEWERS, UNLESS LOCAL CONDITIONS
OR BARRIERS PREVENT A TEN (10) FOOT LATERAL SEPARATION -- IN WHICH CASE:
(A) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION ON THE
BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF
SEWER; OR
(B) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN
LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND WITH THE
ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES
ABOVE THE TOP OF SEWER.
(1 1) CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A WATER MAIN TO
CROSS OVER A SEWER, THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE
BOTTOM OF THE WATER MAIN IS AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF THE
SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18) INCH
SEPARATION -- IN WHICH CASE, BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED
OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN
STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE CROSSING.
(12) CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FORA WATER MAIN
TO CROSS UNDER A SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE
CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN
STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE POINT(S) OF CROSSING.
A SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF CROSSING.
(13) THIS PROJECT SHALL BE SERVED BY A PRIVATE WATER MAIN EXTENSION, SHARED PRIVATE
ROAD ACCESS, DRIVEWAY ACCESS ON N JUDD PARKWAY NE, DRIVEWAY ACCESS ON N BROAD
STREET, SHARED STORMWATER COLLECTION SYSTEM AND A SHARED SCM (WET DETENTION
POND) BY OTHERS.
(14) CONTRACTOR SHALL BE RESPONSIBLE FOR BEING FAMILIAR WITH SP-2022-02 APPROVED
PLANS FOR TOMMY'S EXPRESS CAR WASH. CONTRACTOR SHALL BE RESPONSIBLE FOR
COORDINATING CONNECTIONS TO ALL SHARED ROAD, UTILITY, GRADING & STORMWATER
IMPROVEMENTS WITH NEIGHBORING PROJECT. CONTRACTOR SHALL BARE ANY AND ALL
EXPENSES RESULTING FROM REWORK OR ADDITIONAL WORK DUE TO LACK OF PROPER
COORDINATION OF IMPROVEMENTS WITH NEIGHBORING PROJECT.
NPDES STABILIZATION TIME FRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES,
7 DAYS
NONE
DITCHES AND SLOPES
HIGH QUALITY WATER
(HQW) ZONES
7 DAYS
NONE
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
SLOPES STEEPER THAN 3:1
7 DAYS
NOT STEEPER THAN 2:1 - 14 DAYS ARE ALLOWED
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
SLOPES 3:1 OR FLATTER
14 DAYS
AND WITH SLOPES STEEPER THAN 4:1
ALL OTHER AREAS WITH
14 DAYS
7 DAYS FOR PERIMETERS AND HQW ZONES
SLOPES FLATTER THAN 4:1
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Ica lementin the details andsP specifications on this plan sheetwill result in the construction
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activitybeing considered comp Iiant with the Ground Stabilization and Materials Hand in
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sections of the NCGO1 Construction General Permit Sections E and F respectively). ( P Y). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction.All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having ju risdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize Within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
-ales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
None
(HOW)Zones
7
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days a re
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes3:1tci
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 day ,for erimeter dikes swales
P
(e) Areaswith slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation Of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable 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 the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Tent mary StnNllzetlon
p
Permanent Stablllzation
•Temporary gr ssit d covered with Arawor
• Permanent grass seed cvered with straw or
Other mulches and Taclafers
othermulchesandtackfiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Railed erosion control products will or
reinforcement matting
wit hour tempo, ry gross seed
• Hydmseeding
•Appropriately applied straw orother mulch
• Shrubs or other permanent plantings covered
• yl siicsheeting
with mulch
• Uniform and evenly distributed ground cover
sufflciem To restrain erasion
• Structural methods such as concrete, asphalt or
rat in ingw Its
• Rolled erosion control produces with grass seed
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles
and s9 P ui meetto prevent dischargeof fluids.
2. Provide drippans under an stored equipment.
P Y
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leakingvehicles and constructionequipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to 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 ofwaste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from 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 if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, cleanup 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 paintwashouts at least 50 feet awayfrom storm drain inlets and surface
waters 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 from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands u class there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a s. ravel ad and surround with sand bit
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2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leakingand properlydispose ofany leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with siltfence installed along toe of slope with a minimum offset of
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS five feet from the toe of stockpile.
1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible.
construction, selecting from the NC DWR List of Approved PAMS/Flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. withtheapproved plan and any additional requirements. Soil stabilization is defined
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved as vegetative, physical or chemical coverage techniques that will restrain accelerated HAZARDOUS AND TOXIC WASTE
PAMS/Flocculants and in accordance with the manufacturer's instructions. I erosion on disturbed soils for temporary or permanent control needs.
1. Create designated hazardous waste collection areas on -site.
4. Provide pending area for containment of treated Stormwater before discharging
offsite. 2. Place hazardous waste containers under cover or in secondary containment.
Do not store hazardous chemicals drums or
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover 3. bagged materials directly on the ground.
or surrounded by secondary containment structures.
NCGOI GROUND STABILIZATION AND MATERIALS HANDLING IEFFECTIVE: 04/01/19
EROSION CONTROL CONSTRUCTION SEQUENCE
PHASE 1
1. SCHEDULE PRE -CONSTRUCTION MEETING WITH THE TOWN OF FUQUAY-VARINA, OWNER, ENGINEER, AND CONTRACTOR. OBTAIN LAND
DISTURBING PERMIT FROM TOWN OF FUQUAY-VARINA.
2. PERFORM CONSTRUCTION STAKEOUT. CLEAR/GRUB ONLY ENOUGH AREA TO INSTALL INITIAL SEDIMENT AND EROSION CONTROL
MEASURES, INCLUDING BUT NOT LIMITED TO, TEMPORARY CONSTRUCTION ENTRANCE, TEMPORARY DIVERSION DITCHES, SILT/TREE
PROTECTION COMBINATION FENCE WITH OUTLETS AND OTHER MEASURES ON THE APPROVED PLAN. SEED TEMPORARY DIVERSION
DITCHES IMMEDIATELY AFTER CONSTRUCTION.
3. CONFIRM INSTALLATION OF TEMPORARY SEDIMENT BASIN (BY OTHERS) UNDER SP-2022-02.
4. SEED AND MULCH ALL EROSION CONTROL MEASURES IMMEDIATELY AFTER CONSTRUCTION. SLOPES SHALL BE MATTED IN
ACCORDANCE WITH THE APPROVED PLAN.
5. CALL TOWN OF FUQUAY-VARINA ENGINEERING CONSTRUCTION INSPECTOR FOR AN ONSITE INSPECTION.
6. UPON APPROVAL BY INSPECTOR, COMMENCE CLEARING, GRUBBING, AND ROUGH GRADING. MAINTAIN DEVICES AS NEEDED.
7. STABILIZE SITE IN ACCORDANCE WITH THE NPDES STABILIZATION TIME FRAMES AND TEMPORARY SEEDING SCHEDULE.
8. MAINTAIN ALL TEMPORARY EROSION CONTROL MEASURES THROUGHOUT CONSTRUCTION. MAINTAIN RAIN GAUGE AND
SELF -INSPECTION RECORDS ONSITE, PER NPDES REQUIREMENTS.
9. INSTALL STORM SEWER DRAINS DEVICES AS THE SITE IS BEING GRADED AND PROTECT INLETS WITH SILT BAG INLET PROTECTION OR
OTHER APPROVED MEASURES AS SHOWN ON THE PLAN.
10. CONSTRUCT SITE UTILITY IMPROVEMENTS, (I.E. WATERLINE, STORM DRAIN, SANITARY SEWER) INSTALL DRY UTILITIES. SHIFT AND
REPAIR TEMPORARY DIVERSION DITCHES AS NEEDED TO INSTALL UTILITIES.
11. BEGIN CONSTRUCTION OF BUILDING PAD.
12. FINISH GRADE THE SITE. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, DITCH LININGS, ETC.
SCARIFY, SEED, FERTILIZE, & MULCH ALL DENUDED AREAS IN ACCORDANCE WITH PERMANENT SEEDING SCHEDULE AND GROUND
STABILIZATION TIME FRAMES ON APPROVED PLAN.
13. INSTALL THE PROPOSED PARKING LOT IMPROVEMENTS.
12. REMOVE ALL DEBRIS AND CONSTRUCTION MATERIALS FROM SITE.
13. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL ENGINEERING CONSTRUCTION INSPECTOR
FOR FINAL INSPECTION.
14. TEMPORARY EROSION CONTROL MEASURES MAY ONLY BE REMOVED UPON APPROVAL BY THE ENGINEERING CONSTRUCTION
INSPECTOR.
15. THE CONTRACTOR SHALL RETURN TO THE SITE AND REMOVE TEMPORARY EROSION CONTROL MEASURES. WHEN VEGETATION HAS
BECOME ESTABLISHED AND ALL TEMPORARY EROSION CONTROL MEASURES ARE REMOVED, CALL FOR A FINAL SITE INSPECTION BY
THE ENGINEERING CONSTRUCTION INSPECTOR AND OBTAIN A CERTIFICATE OF COMPLETION.
16. CONVERSION OF TEMPORARY SEDIMENT BASIN TO PERMANENT SCM WILL BE PERFORMED BY OTHERS, PER SP-2022-02
17. AT THE CONCLUSION OF THE PROJECT, THE CONTRACTOR SHALL PROVIDE AN AS -BUILT SURVEY OF ALL UTILITIES AND
IMPROVEMENTS TO THE ENGINEER OF RECORD IN ORDER PREPARE AS -BUILT RECORD DRAWINGS AS REQUIRED BY THE TOWN OF
FUQUAY-VARINA. THESE AS -BUILT RECORDS SHOULD PREFERABLY BE SUBMITTED TO THE TOWN BEFORE THE CONTRACTOR HAS
FULLY DEMOBILIZED FROM THE SITE SO THAT IF THE TOWN NOTICES ANY DISCREPANCIES OR ISSUES DURING THE INSPECTION OF
THE SITE THAT THEY MAY BE QUICKLY AND ADEQUATELY ADDRESSED BY THE CONTRACTOR.
12. CONTRACTOR SHALL INSPECT & MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAIN EVENT AND/OR A MIN. OF ONCE PER
WEEK.
NOTE: THIS EROSION CONTROL SEQUENCE IS FOR ENFORCEMENT OF EROSION CONTROL MEASURES ONLY. THIS DOES NOT IN ANY WAY
OBLIGATE OR DIRECT THE CONTRACTOR REGARDING MEANS AND METHODS OF HOW TO CONSTRUCT THE PROJECT.
SHARED IMPROVEMENTS STATEMENT:
THE PROPERTY OWNERS OF 1322 N BROAD STREET, 1302 N BROAD STREET AND 1475 N
JUDD PKWY HAVE MUTUALLY AGREED TO THE CONSTRUCTION, OWNERSHIP AND
MAINTENANCE OF THE SHARED IMPROVEMENTS LISTED BELOW. THE SHARED
IMPROVEMENTS WILL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED SITE
PLANS PROVIDED BY KIMLEY-HORN & ASSOCIATES, INC. UNDER SITE PLAN # SP-2022-02.
THE SHARED IMPROVEMENTS DECLARATIONS, COVENANTS, RESTRICTIONS AND EASMENTS
ARE RECORDED IN THE WAKE COUNTY REGISTER OF DEEDS OFFICE UNDER DB 18825 PG
00421. ALL OF THE IMPROVEMENTS WILL BE CONSTRUCTED BY THE DEVELOPERS OF 1322
N BROAD STREET (TOMMY'S EXPRESS CAR WASH). THE SHARED IMPROVEMENTS ARE AS
FOLLOWS:
1. A 26 FT (BOC TO BOC) SHARED PRIVATE DRIVE WITH ENTRANCES ON N JUDD PKWY
AND N BROAD ST, LOCATED WITHIN A 27 FT PRIVATE ACCESS AND MAINTENANCE
EASEMENT FOR THE MUTUAL BENEFIT OF ALL PARTIES.
2. THE SHARED STORMWATER COLLECTION SYSTEM CONSTRUCTED WITHIN THE PRIVATE
ROAD EASEMENT WILL BE SHARED AND MAINTAINED BY ALL PROPERTY OWNERS. THE
ONSITE STORMWATER PIPES AND STRUCTURES OUTSIDE OF THE PRIVATE ACCESS
ROAD SHALL BE CONSTRUCTED AND MAINTAINED BY THE RESPECTIVE PROPERTY
OWNERS.
3. A SHARED STORMWATER CONTROL MEASURE (SCM) - WET DETENTION POND HAS
BEEN DESIGNED KIMLEY HORN & ASSOCIATES TO ACCOMMODATE THE ENTIRE
DEVELOPMENT IN ACCORDANCE WITH SP-2022-02.
4. THE PRIVATE WATER MAIN, HYDRANTS, VALVES AND BACKFLOW DEVICES SHALL BE
LOOPED ALONG THE PRIVATE ROAD FROM THE EXISTING WATERLINE ON N JUDD PKWY
TO THE EXISTING WATERLINE ON N BROAD STREET SHALL BE SHARED BY ALL PARTIES.
THE SERVICE LATERALS OUTSIDE OF THE PRIVATE ACCESS EASEEMENT WILL BE THE
RESPONSIBILITY OF THE RESPECTIVE PROPERTY OWNERS.
AS DISCUSSED WITH THE TOWN OF FUQUAY-VARINA STAFF, THE CERTIFICATE OF
OCCUPANCY FOR THE PROPOSED BUILDING WILL NOT BE ISSUED BY THE TOWN UNTIL ALL
OF THE SHARED IMPROVEMENTS HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH THE
APPROVED PLANS, UNLESS OTHER ARRANGEMENTS HAVE BEEN AGREED UPON BY THE
TOWN AND DEVELOPER(S).
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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 in
addition place the mixer and associated materials on impervious barrier and within
lot 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 for
review 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 or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50feet 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(,) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front ofthe washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identifythis location.
9. Remove leavings from the washoutwhen at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structu rat
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion ofthe concrete work remove remaining leavings dispose of
P g g P
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
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 of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with theta ble
below. When adverse weather or site conditions would cause the safety ofthe inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which 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 be
performed upon the commencement of the next business day. Anytime when inspections
were delayed shall be noted in the Inspection Record.
reW.Nny
Inepert
(dun nit rorr I
Ingaeati ...... ndsnurtinclude:
business haurs
(1)as in gauge
Daily
DaI""'f,Il amounts.
red in
IF no daily rain gauge obser�rations are made during wEekentl n
goodxworking
holiday periods, and `0 individual -day rainfall information is
order
,,;table, record the cumulative rain measureman for those .,-
ended days land this will detemtine if a inspection is
needed i. Days on which no rainfall occurred shall be recorded as
The permittee maV use another rain -monitoring device
approved by the Division.
(2) E­At
list once Per
1. Itlemiflcation cfthe measures inspected,
Measures
7calendardays
2. pate aod'ime of"d inspection,
and within 24
a. Name efthe person performing the inspection,
hours ofI min
4. Indication of whether the measu res were opa-atne
> 1.n inch in
24 hours
properly,
5. Desrciption is for
of maintena,d,,,, the mecsure,
6. peso; io evidence, and date of .,a. ,aactions taken.
(s)st ter
discharge
At last once pa
7calendar days
ldarc.icatilon Ifthedischarge o LnIls inspected,
2. lateandtime oftheinspectier,
outfalh(SCOs)
and within 24
s. Name ofth a person performing the i­ctim,
No— ofa rain
4. Evidence of,rd,cators of stormwater pollut urhas of
> 1.n inch in
24 hours
sheen, floating or suspended solids or discoloration,
5. Indication III esediment leaping the site,
6. pd, lRi evidence,and d a teormrrec[iveactionstaken.
(4)Penmeter of
At— once pa
IF risible,,dome is feu ed outside site limits, then a.,cord
calendar der s
ormerollowing :pan ne made
and within 24
I,—
1. A.,,,,takentocleap.parstabilizethesedimentthathasleft
the limi
ofa ram
t, l.' inch in
24 M1ours
site
2. '"'I evidence, and date of corrective actions taken, and
explanation as tothe actionstaken tomMrol ruture
,leases_
(5)strea„or
At least once per
If thestream or wetland h,sincr....d visiblesedimentnion nit
_lands -site
7calendardays
mhasvisibleinamsedtuMidityfrom the construction
or offsite
and within 24
y, then a record of the Following shall be made,
(where
hoursofa rain
1. rssrciptioneod,v-.nddata of rorre N,sactionstakenand
ce,sible)
> 1.0 inch in
2. Records ofthe required reports Tama appropriate niou.,
24 hours
Regional .F.- per Part III, Section r, Item (2y') ofthis permit.
(6)Gro.ntl
After each ph ass
1. The phase of grading ;installation of perimeter E&SC
stabil"Inc,n
afsnding
,,,sues, clearing and grubbing, installation IFstor,
ea sure,
drainer', £.dine, c ,lemon of all ter ­d-di".dain g o p g
aaEnity'construction err redevelopment permanent
ground m.,ri.
2. Do,uRaemmionthattherequimdgmundstabillzation
e; have been provided within the required
meframeo surancethatthey will be provided as
as
as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART I I I
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. The
approved 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.
P g
Item to Document
Documentation Requirements
(a) Each E&SC measust re has been Inalled
Initial and date each E&SC measure on a copy
and does not signiflcantly deviate from the
oftheapproved E&SCplanorcomplete,date
ocations, dimensions and relative elevations
and sign an l espection report that lists each
shown prime approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is requl red upper ,
Initial nstallaTlonofthe E&SCmeasuresor if
the E&SC measures are modlfled after Initial
Installation.
(b) A phase of grading has been completed.
Initial and date a copy ofthe approved E&SC
plan orcomplete, date and sign an Inspection
,.sorrto Indicate to an pletlon dried
nstruction phase.
(c) Ground Raver Is located and installed
Initial and date a copy ofthe appr d! E&SC
with the approved E&SC
plan date and sign an Inspection
Planeordance
,complete,
report to Indicate com silence with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have beentaken
Initial and date a copy ofthe approved E&SC
to,measures.
plan or complete, date and sign an Inspection
repent to Indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC Ian documents above the following items shall be kept on the
P g P
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 shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -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.
3. Documentation to be Retained for Three Years
All data used to complete the a-NOI and all inspection records shall be maintained for a period
Of three years after project completion and made available upon request. [40 CFR 122.411
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drai nitg a areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for 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
1 P . )
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 Q 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, sedimenttraps, 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 ofthe United States.
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LEGEND
PROPERTY LINE/EASEMENT
SEDIMENT FENCE/ TREE PROTECTION FENCE
SETBACK
SANITARY SEWER
SANITARY SEWER MANHOLE
CLEAN OUT
WATER LINE
CENTERLINE OF ROAD
LIGHT POLES
PROPERTY CORNER
RIGHT OF WAY
STORM PIPE/CULVERT
DROP INLET
CURB INLET
CONTOURS
FIRE HYDRANT
WATER VALVE
WHEELCHAIR RAMP
FENCE
CONCRETE
LIGHT POLE
POWER POLE
OVERHEAD POWER
CURB END TAPER
WHEEL STOP
EROSION CONTROL LEGEND
LIMITS OF DISTURBANCE
COMBINATION SEDIMENT /
TREE PROTECTION FENCE
TEMP. SEDIMENT FENCE OUTLET
TEMP. CONSTRUCTION ENTRANCE
SEDIMENT BASIN BAFFLE
RIPRAP APRON
SEDIMENT BASIN SKIMMER
TEMPORARY DIVERSION DITCH
SLOPE DRAIN
TEMPORARY INLET PROTECTION
TEMPORARY SILT BAG
INLET PROTECTION
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visiblesedimentdepositioninastreamorwetland.
() Oilspills ills 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 ofvolume), 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
ofthe 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 ofthis permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timefra mes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes(After Discovery) and Other Requirements
(a) Visible sediment
Within 24 hours, an oral IT electronic notification.
deposition in a
• Within 7 calendar days, a report that Contains a description of the
tr am or wetland
sediment and actions taken to address the cat se of the deposition.
Division staff may waive the requirement for a written report on a
ras e-by-case has is.
• If the stream is named on the NC 303(d) list as impaired forsediment-
related causes, the permittee may he required to perform additional
onitoring, inspections or apply more stringent practices if staff
determine that additional requimmems are needed to assure compliance
with the federal or state impalred-waters conditions.
b Oils ills and
O p
With in 24 hours amoral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c)Anticipated
• A report at least ten days before the date a}the bypass,;}possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quallry and
122A1(m)(3)I
effeetofthebypass.
(d) Unanticipated
• Wlthln24hours, an oral or electronic notification.
bypasses [Z CFR
• Within 7 calendar days, a report that includes an evaluation of the
122A1(m)l3)I
quality and effect of the bypass.
(e) Noncompliance
• Within 24 boors, an oral IT electronic notification.
with the conditions
• Within 7 calendar days, a reponthatcontains a description ofthe
ofthis permit that pe
-compliance, and its causes, the period of noncompliance,
may endanger
including exact dates and Times, and if the noncompliance has not
health or the
been corrected, the anticlpated time noncompllance Is expected m
ent[40
continue; and stepstaken orplanned to reduce, eliminate, and
CFR 122.41(I)(7))
prevent reoccurrenceof the noncompliance. [40 CFR 122.41(I)(6).
• Division staff may waive the requirement for a written report on a
se -by -case bas
r___­ NCGOI SELF -INSPECTION, RECORDKEEPING AND REPORTING IEFFECTIVE: 04/01/19
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SCALE: 1 "=500'
ABBREVIATIONS
AC
ACRE
BO
BLOWOFF VALVE
BOW
BOTTOM OF WALL
CI
CURB INLET
DI
DROP INLET
EG
EXISTING GRADE
FES
FLARED END SECTION
FIFE
FINISHED FLOOR ELEVATIONS
FG
FINISHED GRADE
FP
FLAG POLE
FW
FIRE WATER
GW
GUY WIRE
HDPE
HIGH DENSITY POLYETHYLENE PIPE
INV.
INVERT
LF
LINEAR FEET
LP
LIGHT POLE
PIV
POST INDICATOR VALVE
PP
POWER POLE
R/W
RIGHT OF WAY
RCP
REINFORCED CONCRETE PIPE
SIB
UNDERGROUND SIGNAL BOX
SDM
STORM DRAIN MANHOLE
SF
SQUARE FEET
SMH
SEWER MANHOLE
SIP
TRAFFIC SIGNAL POLE
TERRA
TERRACOTTA PIPE
TBOC
TOP BACK OF CURB
TOS
TOP OF SLAB
TOW
TOP OF WALL
WV
WATER VALVE
YI
YARD INLET
YL
YARD LIGHT
ADA NOTE: ALL GRADING MUST CONFORM TO ADA REQUIREMENTS FOR MEANS
OF INGRESS/EGRESS AND ADA PARKING. CONTRACTOR SHALL NOTIFY
ENGINEER IMMEDIATELY IF THERE ARE ANY ADA CONFLICTS, PRIOR TO
CONSTRUCTING ANY SIDEWALKS, CURB & GUTTER, RAMPS, STEPS, ETC. ALL
ELEVATION DISCREPANCIES OR CONFLICTS SHALL REQUIRE WRITTEN
RESOLUTION FROM ENGINEER & ARCHITECT PRIOR TO PROCEEDING WITH
CONSTRUCTION. OTHERWISE, CONTRACTOR PROCEEDS AT THEIR OWN RISK
AND SHALL REMAIN SOLELY LIABLE FOR ANY REWORK AS A RESULT.
STORMWATER NOTE: ELEVATIONS, PIPE LENGTHS AND SLOPES REFERENCED
IN THE STORM PIPE TABLE AND STORM STRUCTURE TABLE ARE APPROXIMATE
AND MAY HAVE BEEN ROUNDED. DEPENDING ON SUPPLIER OF PIPES AND
STRUCTURES, SOME ELEVATIONS MAY REQUIRE FIELD ADJUSTMENT. IF THE
CONTRACTOR FINDS A CONFLICT OR ERROR IN THE ELEVATIONS WITHIN
THESE TABLES OR WITH SUPPLIER CUT SHEETS, THEY MUST CONTACT THE
ENGINEER IMMEDIATELY AND OBTAIN WRITTEN RESOLUTION PRIOR TO
PROCEEDING WITH CONSTRUCTION, OTHERWISE CONTRACTOR PROCEEDS
AT THEIR OWN RISK.
FINE GRADING NOTE: SPOT ELEVATIONS SHOWN ARE PROVIDED AS A
COURTESY ONLY. CONTRACTOR SHALL HAVE LICENSED PROFESSIONAL LAND
SURVEYOR GENERATE SEPARATE STAKING PLAN PRIOR TO CONSTRUCTING
PROPOSED IMPROVEMENTS. ENGINEER, ARCHITECT, AND OWNER SHALL NOT
BE LIABLE FOR ANY DISCREPANCIES IN SPOT ELEVATIONS. CONTRACTOR
SHALL NOTIFY ENGINEER IMMEDIATELY IF ANY CONFLICTS, INCONSISTENCIES
OR AMBIGUITIES EXIST ON CIVIL DRAWINGS, GRADING, AND SPOT ELEVATIONS,
BEFORE INSTALLATION. ALL ELEVATION DISCREPANCIES OR ISSUES SHALL
REQUIRE WRITTEN RESOLUTION FROM ENGINEER PRIOR TO PROCEEDING WITH
CONSTRUCTION. OTHERWISE, CONTRACTOR PROCEEDS AT THEIR OWN RISK.
NOTE: CONTRACTOR SHALL ENSURE THAT ALL WORK
COMPLIES WITH APPLICABLE NORTH CAROLINA BUILDING
CODES, HANDICAPPED ACCESSIBILITY CODE VOL. 1C.,
THE TOWN OF FUQUAY-VARINA AND NCDOT STANDARDS,
DETAILS AND SPECIFICATIONS.
Know what's below.
Call before you dig.
PROJECTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE TOWN OF FUQUAY-VARINA STANDARDS SPECIFICATIONS
AND DETAILS IN EFFECT AT THE TIME THE PROJECT RECIEVES
TOWN APPROVAL FOR CONSTRUCTION. THE CONTRACTOR
MUST KEEP A COMPLETE SET OF STAMPED APPROVED PLANS
ONSITE AT ALL TIMES WHILE WORK IS BEING PERFORMED.
TOWN OF FUQUAY-VARINA APPROVAL STAMP
FINAL DRAWING
RELEASED FOR
CONSTRUCTION
THIS ORIGINAL SHEET IS 24"X36", OTHER DIMENSIONS
INDICATE IT HAS BEEN ALTERED. ALL INFORMATION
REPRESENTED ON THIS SHEET IS THE PROPERTY OF
RED LINE ENGINEERING, P.C. UNDER PENALTY OF LAW,
THIS INFORMATION SHALL NOT BE DUPLICATED IN PART
OR WHOLE WITHOUT PRIOR WRITTEN AUTHORIZATION
FROM RED LINE ENGINEERING, P.C. 2022
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REVISIONS: I DATE:
11
ISSUED FOR: DATE:
REVIEW/PERMITS 06/02/22
PROJECT NO.: 22-001
DRAWN BY: GJM
REVIEWED BY:
GJM
SHEET NUMBER:
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1 DB 016589 PG 02672 8"PVC IN-440.66
ant ­7 sT0 ` TiQ�. h'F,Q LOT 12 PH2 BM 2001 PG 908
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N/F
II o oo^hQ� D12 I OWNER.-
�0o I MICHAEL GARAFAL 0
N/F PIN 0657944026
OWNER. / DB 011860 PG 00953
AMH NC PROPERTIES LP FIP < LOT 13 PH2 BM2001 PG 908
PIN.- 0657935819 l
DB 016602 PG 02776 FIP WOOD
LOT 103 PHI BM 1996 PG 882 \ FENCE
N/F OWNER: Q
PA TRICIA B EDWARDS •
PIN.- 0657945031
DB 012949 PG 00370
LOT 104 PH1 BM 1996 PG 882
J D8 40' HERITAGE I
/ TREE BUFFER/
PIN# 0657838934 J D14 /
/ BROOKFIELD PROPERTIES, LLC
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BM2005 PG 2498
/ ZONED CC (FUQUAY GIS)
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CHRISTINE M POWELL TRUSTEE Q� //
PIN.- 0657933620 o// E E R
DB 015084 PG 01158 S
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263.66' J
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WOODS
PIN# 0657940095
BROOKFIELD PROPERTIES, LLC
LOT 7 BM 2001 PG. 908
D2 SEWER MH BM 2005 PG 2498
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4"PVC I N-442.95
8"PVC OUT-442.62
N/F
OWNER:
HOWARD RISLEY
SYL VES TER RISLEY,
DONNA MARIE
PIN.- 0657941320
DB 0 172 18 PG 00589
LOT 9 PH2 BM2001 PG 908
GIS LOCATION
SS 0 NO MH FOUND
= CROSS WALK
WOOD N/F I� III
FENCE OWNER. -
ROMAN VALENTA
HEA THER EL12ABETH VALENTA
I PIN.- 0657940369
DB 017111 PG 00253
ILOT 8 PH2 BM2001 PG 908
WALK
•oHP------oHP�
TOP BAR
SIGNAL
POLE
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N/F
OWNER.•
BROOKFIELD PROPERTIES, LLC
PIN.- 0657848636
DB 008127 PG 00355
LOT 6 BM 1999 PG 379
EXISTING CONDITIONS & DEMO PLAN KEYNOTES
CURB CUTS FOR PROPOSED DRIVEWAY CUTS TO BE PERFORMED BY OTHERS
D1
(SEE SP-2022-02 FOR DETAILS)
EXISTING SANITARY SEWER AND MANHOLES TO BE REMOVED BY OTHERS
D2
(SEE SP-2022-02 FOR DETAILS)
EXISTING SANITARY SEWER EASEMENT TO BE ABANDONED BY OTHERS
D3
(SEE SP-2022-02 FOR DETAILS)
EXISTING TREES WITHIN THE APPROVED LIMITS OF DISTURBANCE ARE TO BE REMOVED BY OTHERS
D4
(SEE SP-2022-02 FOR DETAILS)
EXISTING HERITAGE TREE (26" SOUTHERN RED OAK) IS IN CONFLICT WITH EXISTING SANITARY
D5
SEWER AND PROPOSED PARKING IMPROVEMENTS. HERITAGE TREE SHALL BE REMOVED AND
REPLACED WITH ADDITIONAL PLANTINGS. SEE LANDSCAPE PLAN FOR HERITAGE TREE
REPLACEMENT CALCULATIONS AND PLANTINGS.
EXISTING SANITARY SEWER MANHOLES TO REMAIN (CONTRACTOR TO PROTECT DURING
D6
CONSTRUCTION)
D7
EXISTING TELEPHONE PEDESTAL TO REMAIN (CONTRACTOR TO PROTECT DURING CONSTRUCTION)
D8
EXISTING FIBER OPTIC UTILITIES TO REMAIN (CONTRACTOR TO PROTECT DURING CONSTRUCTION)
EXISTING ELECTRICAL TRANSFORMER TO REMAIN (CONTRACTOR TO PROTECT DURING
D9
CONSTRUCTION)
D10
EXISTING GAS LINE TO REMAIN (CONTRACTOR TO PROTECT DURING CONSTRUCTION)
D11
EXISTING 5' CONCRETE SIDEWALK TO REMAIN (CONTRACTOR TO PROTECT DURING CONSTRUCTION)
D12
EXISTING WOODEN FENCE TO REMAIN
D13
EXISTING COMMUNICATION LINES TO REMAIN (CONTRACTOR TO PROTECT DURING CONSTRUCTION)
D14
PROPOSED PROPERTY LINES (REVISED PLAT TO BE RECORDED BY OTHERS)
EXISTING POTABLE WATER LINES & VALVES TO REMAIN (CONTRACTOR TO PROTECT DURING
D15
CONSTRUCTION)
D16
EXISTING 15" RCP STORM PIPE TO REMAIN (CONTRACTOR TO PROTECT DURING CONSTRUCTION)
Curve Table
CURVE #
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
C3
935.00'
26.96'
26.96'
N65`43'30"E
C4
935.00'
73.33'
73.31'
N62`39'10"E
LINE TABLE
LINE #
BEARING
DISTANCE
L9
N
60`24'19"
E
167.27'
L10
N
22`09'36"
W
64.74'
L11
N
21 `35'28"
W
141.06'
L12
N
21 `35'28"
W
57.25'
L13
N
21'29'18"
W
87.50'
L14
N
8`35'03"
W
86.70'
L15
N
66'33'04"
E
122.50'
L16
S 12'02'18"
W
11.62'
SCALE: 1" = 40'
40' 0 40'
SCALE OF MAP MAY VARY
DUE TO METHODS OF REPRODUCTION.
Know what's below.
Call before you dig.
PROJECTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE TOWN OF FUQUAY-VARINA STANDARDS, SPECIFICATIONS
AND DETAILS IN EFFECT AT THE TIME THE PROJECT RECIEVES
TOWN APPROVAL FOR CONSTRUCTION. THE CONTRACTOR
MUST KEEP A COMPLETE SET OF STAMPED APPROVED PLANS
ONSITE AT ALL TIMES WHILE WORK IS BEING PERFORMED.
TOWN OF FUQUAY-VARINA APPROVAL STAMP
<iy
��•�oF.tgS/o• •9
SEAL
032614
06/02/2022
LNG I NEF''�.,
SEAL
.0
�•�TA' CAR�a
FINAL DRAWING
RELEASED FOR
CONSTRUCTION
THIS ORIGINAL SHEET IS 24"X36", OTHER DIMENSIONS
INDICATE IT HAS BEEN ALTERED. ALL INFORMATION
REPRESENTED ON THIS SHEET IS THE PROPERTY OF
RED LINE ENGINEERING, P.C. UNDER PENALTY OF LAW,
THIS INFORMATION SHALL NOT BE DUPLICATED IN PART
OR WHOLE WITHOUT PRIOR WRITTEN AUTHORIZATION
FROM RED LINE ENGINEERING, P.C. 2022
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REVISIONS: DATE:
ISSUED FOR: DATE:
REVIEW/PERMITS 06/02/22
Ii
PROJECT NO.: 22-001
DRAWN BY: GJM
REVIEWED BY: GJM
SHEET NUMBER
C2.0
OF 28 SHEETS

N/F
OWNER:
STANJOHNSON&ASSOCIATES, L L C
PIN.- 0657833699
DB 008389 PG 00366
I 1 —1 (TIE TO FCM)
APPROX. 650 SF OF RIGH-OF-WAY
DEDICATION PER SP-2022-02
(BY OTHERS)
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FENCE
N/F OWNER:
PA TRICIA B EDWARDS
PIN.- 0657945031
DB 012949 PG 00370
LOT 104 PH BM 1996 PG 882
1�111 N/F
OWNER.•
MICHAEL GARAFAL 0
PIN.- 0657944026
DB 011860 PG 00953
LOT 13 PH2 BM2001 PG 908
N/F
OWNER.•
RICHARD M RAMAGE
PIN.- 0657943141
DB 016589 PG 02672
LOT 12 PH2 BM2001 PG 908
N/F
OWNER:
STANJOHNSON&ASSOCIATES, L L C
PIN.- 0657835932
DB 018198 PG 01553
SERGE DEAL Y \
SALL YDEAL Y
PIN.- 0657942156
DB 012088 PG 02574.
LOT 11 PH2 BM2001 PG c
N/F
OWNER:
SUMMIT INVESTMENTS GROUP, L L C
PIN.- 0657844047
DB 017392 PG 02513
BM 1981 PG 680
N BROAD STREET - NC 55
(VARIABLE WIDTH PUBLIC R/W)
DB 011371 PG 00687
LOT 10 PH2 BM2001 PG 908
30'X30' LANDSCAPE AND
SIDEWALK EASEMENT
BM 2001 PG 908
BM 2005 PG 2498
('Rn.S.S WA/ K Pn/ F
N/F
OWNER:
CHASJEN LAND
HOLDINGS, LLC
PIN.- 0657841356
DB 017861 PG 00626
BM2011 PG 057
—OHP
SIGNAL
POLE
N/F
OWNER.•
BROOKFIELD PROPERTIES, L L C
PIN.- 0657848636
DB 008127 PG 00355
LOT 6 BM 1999 PG 379
OVERALL SITE PLAN KEYNOTES
S1
SHARED DRIVEWAYS ON N JUDD PARKWAY AND E BROAD STREET DRIVEWAY TO BE CONSTRUCTED
BY OTHERS (SEE SP-2022-02 FOR DETAILS)
S2
SHARED 26' WIDE PRIVATE DRIVE (BOC TO BOC) SHALL BE LOCATED INSIDE OF 2T PRIVATE ACCESS
& MAINTENANCE EASEMENT TO BE CONSTRUCTED BY OTHERS (SEE SP-2022-02 FOR DETAILS)
S3
PROPOSED RAISED COVERED PATIO (SEE ARCHITECTURAL PLANS FOR DETAILS)
S4
PROPOSED PARKING FOR FAMILY ENTERTAINMENT CENTER (SEE SHEETS C3.1 & C3.2 FOR
ENLARGED PLANS)
S5
PROPOSED 6 FT WIDE CONCRETE SIDEWALK TO N JUDD PARKWAY
S6
RAISED ENTRANCE PATIO. PATIO MATERIALS, COLORS AND PATTERNS TO BE APPROVED BY
OWNER/ARCHITECT PRIOR TO CONSTRUCTION. (SEE SHEET C7.1 FOR ENLARGED PLAN)
S7
PROPOSED STEPS FROM CONCRETE SIDEWALK TO RAISED ENTRANCE PATIO.
S8
PROPOSED ADA PARKING SPACES WITH STRIPED AISLES (SEE DETAILS SHEET C7.0)
S9
FIRE SPRINKLER RISER ROOM (SEE FIRE SPRINKLER PLANS FOR DETAILS)
S10
PROPOSED DUMPSTER ENCLOSURE LOCATION. (SEE SHEET C7.1 FOR ENLARGED PLAN)
S11
PROPOSED 12' X 50' LOADING ZONE LOCATION.
S12
FIRE TRUCK WHEEL PATH (LADDER TRUCK)
SHARED IMPROVEMENTS STATEMENT:
THE PROPERTY OWNERS OF 1322 N BROAD STREET, 1302 N BROAD STREET AND 1475 N
JUDD PKWY HAVE MUTUALLY AGREED TO THE CONSTRUCTION, OWNERSHIP AND
MAINTENANCE OF THE SHARED IMPROVEMENTS LISTED BELOW. THE SHARED
IMPROVEMENTS WILL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED SITE
PLANS PROVIDED BY KIMLEY-HORN & ASSOCIATES, INC. UNDER SITE PLAN # SP-2022-02.
THE SHARED IMPROVEMENTS DECLARATIONS, COVENANTS, RESTRICTIONS AND EASMENTS
ARE RECORDED IN THE WAKE COUNTY REGISTER OF DEEDS OFFICE UNDER DB 18825 PG
00421. ALL OF THE IMPROVEMENTS WILL BE CONSTRUCTED BY THE DEVELOPERS OF 1322
N BROAD STREET (TOMMY'S EXPRESS CAR WASH). THE SHARED IMPROVEMENTS ARE AS
FOLLOWS:
1. A 26 FT (BOC TO BOC) SHARED PRIVATE DRIVE WITH ENTRANCES ON N JUDD PKWY
AND N BROAD ST, LOCATED WITHIN A 27 FT PRIVATE ACCESS AND MAINTENANCE
EASEMENT FOR THE MUTUAL BENEFIT OF ALL PARTIES.
2. THE SHARED STORMWATER COLLECTION SYSTEM CONSTRUCTED WITHIN THE PRIVATE
ROAD EASEMENT WILL BE SHARED AND MAINTAINED BY ALL PROPERTY OWNERS. THE
ONSITE STORMWATER PIPES AND STRUCTURES OUTSIDE OF THE PRIVATE ACCESS
ROAD SHALL BE CONSTRUCTED AND MAINTAINED BY THE RESPECTIVE PROPERTY
OWNERS.
3. A SHARED STORMWATER CONTROL MEASURE (SCM) - WET DETENTION POND HAS
BEEN DESIGNED KIMLEY HORN & ASSOCIATES TO ACCOMMODATE THE ENTIRE
DEVELOPMENT IN ACCORDANCE WITH SP-2022-02.
4. THE PRIVATE WATER MAIN, HYDRANTS, VALVES AND BACKFLOW DEVICES SHALL BE
LOOPED ALONG THE PRIVATE ROAD FROM THE EXISTING WATERLINE ON N JUDD PKWY
TO THE EXISTING WATERLINE ON N BROAD STREET SHALL BE SHARED BY ALL PARTIES.
THE SERVICE LATERALS OUTSIDE OF THE PRIVATE ACCESS EASEEMENT WILL BE THE
RESPONSIBILITY OF THE RESPECTIVE PROPERTY OWNERS.
AS DISCUSSED WITH THE TOWN OF FUQUAY-VARINA STAFF, THE CERTIFICATE OF
OCCUPANCY FOR THE PROPOSED BUILDING WILL NOT BE ISSUED BY THE TOWN UNTIL ALL
OF THE SHARED IMPROVEMENTS HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH THE
APPROVED PLANS, UNLESS OTHER ARRANGEMENTS HAVE BEEN AGREED UPON BY THE
TOWN AND DEVELOPER(S).
SCALE: 1" = 40'
40' 0 40'
SCALE OF MAP MAY VARY
DUE TO METHODS OF REPRODUCTION.
PROJECTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE TOWN OF FUQUAY-VARINA STANDARDS, SPECIFICATIONS
AND DETAILS IN EFFECT AT THE TIME THE PROJECT RECIEVES
TOWN APPROVAL FOR CONSTRUCTION. THE CONTRACTOR
MUST KEEP A COMPLETE SET OF STAMPED APPROVED PLANS
ONSITE AT ALL TIMES WHILE WORK IS BEING PERFORMED.
TOWN OF FUQUAY-VARINA APPROVAL STAMP
S s
•Q
SEAL
- 032614 -
06/02/2022
G I NEF''�.,
•' F "-o
SEAL
C-3075 -
•e 0
�•�TH
FINAL DRAWING
RELEASED FOR
CONSTRUCTION
THIS ORIGINAL SHEET IS 24"X36", OTHER DIMENSIONS
INDICATE IT HAS BEEN ALTERED. ALL INFORMATION
REPRESENTED ON THIS SHEET IS THE PROPERTY OF
RED LINE ENGINEERING, P.C. UNDER PENALTY OF LAW,
THIS INFORMATION SHALL NOT BE DUPLICATED IN PART
OR WHOLE WITHOUT PRIOR WRITTEN AUTHORIZATION
FROM RED LINE ENGINEERING, P.C. 2022
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REVISIONS: DATE:
ISSUED FOR: DATE:
REVIEW/PERMITS 06/02/22
PROJECT NO.: 22-001
DRAWN BY: GJM
REVIEWED BY: GJM
SHEET NUMBER
C3.0
Know what's below.
Call before you dig.
OF 28 SHEETS

I
I
BROAD STREET / NC55
VARIABLE WIDTH PUBLIC R/W \
/ oA
i r I
rn l i
/ Xu
/ SILT FENCE (TYP.)
SILT FENCE OUTLET (TYP.) /
t
/ / // �// / / I SKIMMER BASIN
DRAINAGE AREA (TYP.)
TA,)
------------/p/ CONSTRUCTION ENTRANCE \
SILT FENCE (TYP.)
o
O / T� y APPROXIMATE LOCATION I n
OF STOCKPILE CONCRETE WASHOUT STATION
V. 3 o
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/�
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SILT FENCE (TYP.) \ :
N
I �
SILT FENCE
SEWER MI -I OUTLET (TYP.)
RIM-448.72 I
8"PVC IIN-442.32
// 4
////I/
TEMPORARY DIVERSION DITCH (TYP.)
SKIMMER BASIN DRAINAGE AREA (TYP.)
/ I
ROCK CHECK DAM (TYP.)�
SILT FENCE OUTLET (TYP.)
TEMPORARY SLOPE DRAIN (TYP.)
0 30'X30' LANDSCAPE AND SIDEWALK EASEMENT
BM 2001 PG 908
I BM 2005 PG 2498
U_ A �S� GIS LOCATION
�9, �. o NO MH FOUND
------SS------SS-----------�-SS----SS--- - do
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CONSTRUCTION ENTRANCE / / - �\7 - - - -I -
SILT FENCE OUTLET (TYP.) v CO loe
LIMITS OF DISTURBANCE (TYP.)
CONCRETE WASHOUT STATION
EMERGENCY SPILLWAY
SKIMMER DEWATERING DEVICE /
POROUS BAFFLE (TYP.) /
TEMPORARY SLOPE DRAIN (TYP.) /
TEMPORARY DIVERSION DITCH (TYP.)�r
SKIMMER BASIN DRAINAGE AREA (TYP.) ?�
ROCK CHECK DAM (TYP.)
1
DOUBLE SILT FENCE a ,
SKIMMER BASIN #2
TOTAL DRAINAGE AREA
1.35
AC
TOTAL DISTURBED AREA
1.35
AC
10-YEAR PEAK FLOW
3.82
CFS
SURFACE AREA REQUIRED
1241
SF
SURFACE AREA PROVIDED
1714
SF
VOLUME REQUIRED
2430
CF
VOLUME PROVIDED
2536
CF
STORAGE DEPTH
2
FT
TOP OF BERM
445
ELEV
EMGY. SPILLWAY LENGTH
10
FT
444.00
ELEV
BOTTOM OF BASIN
850.27
SF
442.00
ELEV
SKIMMER SIZE
1.5
IN
SKIMMER ORIFICE DIAMETER
1
IN
BOTTOM DIMENSION
18 x 48
FT
SPILLWAY ELEVATION DIMENSION
130x60
FT
TOP OF BERM DIMENSION
141x7l
FT
BASIN SIDE SLOPES
1 3
8"PVC OUT-442.32
\ \ _
SFlull SF
a A- TP
F-
/ / POROUS BAFFLE (TYP.) TEMPORARY DIVERSION DITCH (TY` :.)
� I I
ROCK CHECK DAM (TYP.) cPF \ \
EMERGENCY SPILLWAY \ I I. \ �N \ , - PHASE I EROSION CONTROL PLAN & MEASURES
SKIMMER DEWATERING DEVICE / \ ' `,, \ \ � � TO BE CONSTRUCTED BY OTHERS AS APPROVED
/ r 'Ix'F \ N/F UNDER SP-2022-02. PHASE I EROSION CONTROL
OWNER.•
DANN
F/ YC TIPTON PLAN INCLUDED FOR REFERENCE ONLY.
BENITA B TIPTON
SILT FENCE (TYP.) PIN. 06�7941293 7 PLEASE SEE SHEET C2.0 OF PLANS FOR FOR
\ -1 TREE PROTECTION \ DB 0113 PG 0068
/ � � ' ' •-'���� F FENCE (TYP.) \ LOT 10 PH 2 BY 2001 PG 906' \
_ F \ TOMMY' S EXPRESS CAR WASH)
Cam,
/ NIF
OWNER.• L
/ AMH NC PROPERTIES LP
PIN.•^ 0657935819 -^
SKIMMER BASIN #1
TOTAL DRAINAGE AREA
3.10
AC
TOTAL DISTURBED AREA
3.10
AC
10-YEAR PEAK FLOW
8.77
CFS
SURFACE AREA REQUIRED
2849
SF
SURFACE AREA PROVIDED
3495
SF
VOLUME REQUIRED
5580
CF
VOLUME PROVIDED
5689
CF
STORAGE DEPTH
2
FT
TOP OF BERM
341
ELEV
EMGY SPILLWAY LENGTH
12
FT
340.00
ELEV
BOTTOM OF BASIN
2221.99
SF
338.00
ELEV
SKIMMER SIZE
2
IN
SKIMMER ORIFICE DIAMETER
1.25
IN
BOTTOM DIMENSION
36 x 96
FT
SPILLWAY ELEVATION DIMENSION
48 x 108
FT
TOP OF BERM DIMENSION
59 x 119
FT
BASIN SIDE SLOPES
3
NIF \
OWNER
SER\\
GE DEAL \
\ SALL Y DEAL Y
Ile PIN.- 0657942156 \
DB 012088 PG 02574.
N/F LOT 11 PH 2 BM 2001 PG 908 \
OWNER.• \
RICHARD M RAMAGE \
PIN.- 0657943141 \ \
DB 016589 PG 02672 \ \
LOT 12 PH 2 BY 2001 PG 908
N/F \
OWNER.
MICHAEL GARAFALO
PIN.- 0657944026
DB 011860 PG 00953
LOT I3 PH 2 8M 2001 PG 908
TOWN OF FUQUAY-VARINA APPROVAL STAMP
CONSTRUCTION SEQUENCE:
1. SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE ENVIRONMENTAL CONSULTANT, BETSY PEARCE
[phone]. OBTAIN A LAND DISTURBING PERMIT FROM WAKE COUNTY.
2. INSTALL ALL PHASE I TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES. LIMIT CLEARING AND
LAND DISTURBING ACTIVITY TO THE AREA NECESSARY TO INSTALL THE PERMITTED MEASURES.
3. CALL ENVIRONMENTAL CONSULTANT, BETSY PEARCE [phone] FOR AN ONSITE INSPECTION TO
OBTAIN A CERTIFICATE OF COMPLIANCE.
4. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE.
5. GROUND COVER SHALL BE PROVIDED AS FOLLOWS:
A. STABILIZE BASINS WITH GROUND COVER IMMEDIATELY AFTER INSTALLATION.
B. STABILIZE DIVERSION DITCHES INTENDED TO BE IN SERVICE FOR 30 DAYS OR MORE WITH
TEMPORARY SEEDING AND EROSION CONTROL NETTING.
C. FOR ALL AREAS OF MODERATE AND/OR STEEP SLOPES, PROVIDE TEMPORARY GROUND COVER IF
THE SLOPE HAS NOT BEEN DISTURBED FOR A PERIOD OF FOURTEEN (14) DAYS.
D. PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTION OF THE SITE UPON
WHICH FURTHER LAND -DISTURBING ACTIVITY IS NOT BEING UNDERTAKEN WITHIN FOURTEEN (14)
CALENDAR DAYS OF TEMPORARILY OR PERMANENTLY SUSPENDING LAND DISTURBING ACTIVITY.
E. ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN FOURTEEN (14)
CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND/OR PRIOR TO
FINAL INSPECTION.
8. MODIFICATIONS TO THE APPROVED AND PERMITTED PLANS SHALL BE APPROVED BY WAKE COUNTY PRIOR
TO REMOVAL OR INSTALLATION. CONTACT THE ENVIRONMENTAL CONSULTANT, BETSY PEARCE (919)
868-6414 TO REQUEST AN INSPECTION AND OBTAIN AN ENVIRONMENTAL CONSULTANT'S SIGN -OFF ON
THE PLANS OR AN APPROVED FIELD REVISION.
9. MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING ORDER. SILT FENCE, TREE
PROTECTION FENCE INLET PROTECTION AND OTHER SIMILAR MEASURES MUST BE CLEANED OUT BEFORE
THEY ARE HALF FULL. CLOGGED STONE FILTERS MUST BE REFRESHED/REPLACED. SILT FENCE CAN NOT
HAVE HOLES OR TEARS.
10. PHASE I SEQUENCE OF WORK:
10.1. INSTALL CONSTRUCTION FENCE. MOVE AS NECESSARY FOR CONSTRUCTION.
10.2. INSTALL CONSTRUCTION ENTRANCE, INLET PROTECTION, SILT FENCE, SILT FENCE OUTLETS, ROCK
CHECK DAMS AND SEDIMENT BASINS.
10.3. INSTALL SANITARY SEWER EXTENSION AND REMAINING UTILITIES.
10.4. INSTALL INLET PROTECTION AS CONSTRUCTED.
10.5. CONSTRUCT PROPOSED BUILDING, CURB AND GUTTER, PAVEMENT.
11. BEGIN PHASE II CONSTRUCTION SEQUENCE.
EROSION CONTROL MAINTENANCE:
1. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND
STRUCTURES.
2. MAINTAIN AND VERTICALLY ADJUST SILT FENCE THROUGHOUT GRADING ACTIVITIES TO MAINTAIN DRAINAGE
PATTERNS.
3. EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY OR AFTER RAINFALL EVENTS OF 1/2" OR
MORE. CONTRACTOR SHALL MAKE ALL NECESSARY REPAIRS.
4. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE CITY OF RALEIGH INSPECTOR SO THAT
PERIODIC INSPECTION CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.
NPDES GROUND COVER REQUIREMENTS
SITE AREA DESCRIPTION
STABILIZATION
TIME FRAME EXCEPTIONS
PERIMETER DIKES, SWALES,
7 DAYS
NONE
DITCHES, SLOPES
HIGH QUALITY WATER
7 DAYS
NONE
(HQW) ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER THAN 3:1
7 DAYS
LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1.
14 DAYS ARE ALLOWED.
7 DAYS FOR SLOPES
SLOPES 3:1 OR FLATTER
14 DAYS
GREATER THAN 50'IN
LENGTH
ALL OTHER AREAS WITH
14 DAYS
NONE EXCEPT FOR
SLOPES FLATTER THAN 4:1
PERIMETERS AND HQW
ZONES.
TOTAL DISTURBED AREA:6.0 AC
SILT FENCES AND TREE PROTECTION FENCES SHOWN ON PLANS ARE
FOR REPRESENTATIVE PURPOSES, CONSTRUCT DIRECTLY ALONG THE
CLEARING LIMITS WHERE APPLICABLE.
SILT FENCE OUTLETS ARE TO BE PROVIDED ALONG ALL LOW POINTS
OF SILT FENCE AND AREAS WHERE RUNOFF MAY CONCENTRATE
CAUSING DAMAGE TO SILT FENCE. CONTRACTOR TO INSTALL OUTLETS
AS NECESSARY TO ENSURE SILT FENCE IS FULLY FUNCTIONAL
THROUGHOUT THE DURATION OF CONSTRUCTION.
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ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH ALL TOWN OF FUQUAY VARINA AND/OR
NCDOT STANDARDS AND SPECIFICATIONS.
EXISTING INFORMATION SHOWN TAKEN FROM
TOPOGRAPHIC SURVEY TITLED "ALTA/NSPS
LAND TITLE SURVEY" BY KCI ASSOCIATES OF
NC DATED AUGUST 4TH, 2021.
FINAL DRAWING
RELEASED FOR
CONSTRUCTION
THIS ORIGINAL SHEET IS 24•'X36•', OTHER DIMENSIONS
INDICATE IT HAS BEEN ALTERED. ALL INFORMATION
REPRESENTED ON THIS SHEET IS THE PROPERTY OF
RED LINE ENGINEERING, P.C. UNDER PENALTY OF LAW,
THIS INFORMATION SHALL NOT BE DUPLICATED IN PART
OR WHOLE WITHOUT PRIOR WRITTEN AUTHORIZATION
FROM RED LINE ENGINEERING, P.C. 2022
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REVISIONS: DATE:
ISSUED FOR: DATE:
REVIEW/PERMITS 06/02/22
PROJECT NO.: 22-001
DRAWN BY: OTHERS
REVIEWED BY: OTHERS
SHEET NUMBER:
U4.0
OF 28 SHEETS