20190875 Ver 1_Water Set_20190628

HAYWOOD CROSSING SUBDIVISION
WATER PLAN
SPANO & ASSOCIATES
HENDERSON
OWNER/DEVELOPER CONTACT:
NAME: MR. RALPH SPANO
COMPANY: SPANO & ASSOCIATES HAYWOOD, LLC
ADDRESS: 1540 INTERNATIONAL PKWY #200, LAKE MARY, FL 32746
PHONE: [phone]
EMAIL: [e-mail]
ENGINEER/EROSION CONTROL CONTACT:
NAME: SCOTT BURWELL, P.E.
COMPANY: MCGILL ASSOCIATES, P.A.
ADDRESS: 55 BROAD STREET, ASHEVILLE, NC 28801
PHONE: [phone]
EMAIL: [e-mail]
PROJECT NOTES:
TOTAL AREA TO BE SUBDIVIDED: 20.38 AC
AVERAGE PROPOSED LOT SIZE: 0.78 AC (33,761 SF)
TOTAL NUMBER OF PROPOSED LOTS: 20
McGill
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ENGINEERING
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55 BROAD STREET ASHEVILLE, NC 28801 PH. [phone] FIRM LICENSE # C-0459
COUNTY,
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PROJECT SITE
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HAYWOOD RD
HAYWOOD KNOLLS
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FOR
REVIEW
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JUNE 2019
HAYWOOD,
NORTH CAROLINA
SCHEDULE OF DRAWINGS
G-001 ..... COVER SHEET
G-002 ..... GENERAL NOTES AND LEGEND
G-004 ..... UTILITY NOTES
CD -101 ..... EXISTING CONDITIONS
C-101 ..... MASTER PLAN
C-110 ..... OVERALL WATER PLAN
C-111 ..... PLAN PROFILE - WATER LINE A
C-112 ..... PLAN PROFILE - WATER LINE B
C-508 ..... MISCELLANEOUS DETAILS
C-509 ..... MISCELLANEOUS DETAILS
C-511 ..... MISCELLANEOUS DETAILS
NOT INCLUDED WITH
THIS SUBMITTAL
NOT INCLUDED WITH
- . . . . THIS SUBMITTAL
Know what's below.
CaII before you dig.
N.C. One -Call Center
)ial 811 or 1-800-632-4949

GENERAL CONSTRUCTION NOTES
1. UNLESS OTHERWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OF 8" MAXIMUM THICKNESS,
WITH WATER ADDED OR SOIL CONDITIONED TO THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE
ENGINEER AND COMPACTED WITH A SHEEP'S FOOT ROLLER TO A COMPACTION EQUAL TO OR GREATER THAN
95% (100% IN THE TOP 2' OF THE SUB GRADE BELOW ROADWAYS AND PARKING LOTS) OF THE DENSITY
OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH THE STANDARD PROCTOR
METHOD OF MOISTURE -DENSITY RELATIONSHIP TEST, ASTM D698 OR AASHTO-99 UNLESS SPECIFIED IN OTHER
SPECIFICATIONS.
2. ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE PLACED ON ANY AREA
NOT CLEARED AND GRUBBED.
3. ALL SOIL EROSION CONTROL MEASURES REQUIRED BY THE GRADING PLAN SHALL BE PERFORMED PRIOR TO
GRADING, CLEARING OR GRUBBING. ALL EROSION CONTROL DEVICES SUCH AS SILT FENCES, ETC., SHALL BE
MAINTAINED IN WORKABLE CONDITION FOR THE LIFE OF THE PROJECT AND SHALL BE REMOVED AT THE
COMPLETION OF THE PROJECT ONLY ON THE ENGINEER'S APPROVAL. PAYMENT SHALL BE CONSIDERED
INCIDENTAL TO CLEARING AND GRUBBING. IF DURING THE LIFE OF THE PROJECT, A STORM CAUSES SOIL
EROSION WHICH CHANGES FINISH GRADES OR CREATES "GULLIES" AND "WASHED AREAS", THESE SHALL BE
REPAIRED AT NO EXTRA COST, AND ALL SILT WASHED OFF OF THE PROJECT SITE ONTO ADJACENT PROPERTY
SHALL BE REMOVED AS DIRECTED BY THE ENGINEER AT NO EXTRA COST. THE CONTRACTOR SHALL ADHERE
TO ANY APPROVED EROSION CONTROL PLANS WHETHER INDICATED IN THE CONSTRUCTION PLANS OR UNDER
SEPARATE COVER.
4. DISPOSABLE MATERIAL
A. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF BY
THE CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFIED OTHERWISE. TOPSOIL MAY BE PLACED UP TO 6"
IN DEPTH ON SLOPES AND OPEN AREAS IF AVAILABLE WITH PRIOR APPROVAL BY ENGINEER.
B. SOLID WASTES TO BE REMOVED SUCH AS SIDEWALKS CURBS PAVEMENT ETC., MAY BE PLACED IN
SPECIFIC DISPOSAL AREAS DELINEATED ON THE PLANS OR REMOVED FROM THE SITE AS REQUIRED BY
THE SPECIFICATIONS. THIS MATERIAL SHALL HAVE A MINIMUM COVER OF 2'. THE CONTRACTOR SHALL
MAINTAIN SPECIFIED COMPACTION REQUIREMENTS IN THESE AREAS. WHEN DISPOSAL SITES ARE NOT
PROVIDED, THE CONTRACTOR SHALL REMOVE THIS WASTE FROM THE SITE AND PROPERLY DISPOSE OF IT
AT HIS EXPENSE.
C. ABANDONED UTILITIES SUCH AS CULVERTS, WATER PIPE, HYDRANTS, CASTINGS, PIPE APPURTENANCES,
UTILITY POLES, ETC., SHALL BE THE PROPERTY OF THE SPECIFIC UTILITY AGENCY, OR COMPANY HAVING
JURISDICTION. BEFORE THE CONTRACTOR CAN REMOVE, DESTROY, SALVAGE, REUSE, SELL OR STORE FOR
HIS OWN USE ANY ABANDONED UTILITY, HE MUST PRESENT TO THE OWNER WRITTEN PERMISSION FROM
THE UTILITY INVOLVED.
D. ON SITE BURNING IS PROHIBITED.
5. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL UTILITY SURFACE
ACCESSES WHETHER HE PERFORMS THE WORK OR A UTILITY COMPANY PERFORMS THE WORK.
6. THE CONTRACTOR SHALL CONTROL ALL "DUST" BY PERIODIC WATERING AND SHALL PROVIDE ACCESS AT ALL
TIMES FOR PROPERTY OWNERS WITHIN THE PROJECT AREA AND FOR EMERGENCY VEHICLES. ALL OPEN DITCHES
AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH THE SPECIFICATIONS.
7. ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED, FERTILIZED AND MULCHED ACCORDING TO THE
SPECIFICATIONS. THE FINISHED SURFACE SHALL BE TO GRADE AND SMOOTH, FREE OF ALL ROCKS LARGER
THAN 3", EQUIPMENT TRACKS, DIRT CLODS, BUMPS, RIDGES AND GOUGES PRIOR TO SEEDING; THE SURFACE
SHALL BE LOOSENED TO A DEPTH OF t4"-6" TO ACCEPT SEED. THE CONTRACTOR SHALL NOT PROCEED WITH
SEEDING OPERATIONS WITHOUT FIRST OBTAINING THE ENGINEER'S APPROVAL OF THE GRADED SURFACE. ALL
SEEDING SHALL BE PERFORMED BY A MECHANICAL "HYDRO -SEEDER". HAND SEEDING SHALL BE AUTHORIZED
ON AN AREA BY AREA APPROVAL BY THE ENGINEER. DISTURBED AREAS SHOULD THEN BE MATTED WITH
SHORT-TERM PHOTODEGRADABLE EROSION CONTROL MATTING.
8. WHERE SPECIFIED, STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) CONFORMING TO AASHTO
M-170, AS CONTAINED IN NCDOT STANDARD SPECIFICATION 1032-9 FOR WALL TYPE.
WHERE SPECIFIED, ALL STORM DRAIN PIPE SHALL BE HIGH DENSITY POLYETHYLENE (HDPE). SMOOTH WALL
INTERIOR, WITH WATER TIGHT JOINTS, BACKFILLED WITH # 57 WASHED STONE UP TO MIN. 6" OVER THE TOP
OF THE PIPE. HDPE PIPE USED FOR STORM DRAINAGE DETENTION SYSTEMS SHALL BE ADS N12 WT
OR APPROVED EQUAL.
9. CONTRACTOR SHALL VERIFY ALL ELEVATIONS BEFORE INSTALLATION OF FACILITIES.
10. CATCH BASINS CAST -IN-PLACE SHALL CONFORM TO THE REQUIREMENTS OF NCDOT STANDARD SPECIFICATIONS
FOR ROADS AND STRUCTURES (LATEST EDITION) ARTICLES 840-1 THROUGH 840-3. CURB INLET CATCH BASIN
SHALL CONFORM TO NCDOT STANDARD DETAILS 840.02 THROUGH 840.04. DROP INLETS SHALL CONFORM TO
STANDARD DETAIL 840.14. JUNCTION BOXES SHALL CONFORM TO STANDARD DETAIL 840.31.
11. CURB INLET FRAME, GRATE AND HOOD SHALL BE NEENAH R -3233D, PRODUCTS BY DEWEY BROS., U.S.
FOUNDRY OR EQUAL. DROP INLET FRAME AND GRATE SHALL BE NEENAH R -3339A OR EQUAL. FIELD INLET
COVER SHALL CONFORM TO NCDOT STANDARD DETAIL 840.04, OPENING FACING UPSTREAM.
12. CONCRETE AND MASONRY SHALL MEET THE REQUIREMENTS OF APPROPRIATE SECTION OF NCDOT STANDARD
SPECIFICATIONS FOR ROAD AND STRUCTURES (LATEST EDITION). CONCRETE SHALL BE CLASS A OR B, 4000
PSI MINIMUM, MEETING THE REQUIREMENTS OF SECTION 1000, CONSTRUCTED IN ACCORDANCE WITH SECTION
825. MASONRY SHALL MEET THE REQUIREMENTS OF SECTION 1040, CONSTRUCTED IN ACCORDANCE WITH
SECTION 830 AND/OR 834.
13. TOPS OF PROPOSED FRAMES AND GRATES SHALL BE FLUSH WITH FINISHED GRADE.
14 NO BASE COURSE SHALL BE PLACED ON MUCK, PIPE, CLAY, ORGANIC MATTER, OR OTHER UNSUITABLE
MATTER, AND A MINIMUM COMPACTION RATE OF SUBGRADE PRIOR TO PAVING SHALL NOT BE LESS THAN 95%
BY STANDARD PROCTOR METHOD AND CERTIFIED BY A PROFESSIONAL ENGINEER.
15. ALL RETAINING WALLS SHOWN WILL BE DESIGNED BY A LICENSED NORTH CAROLINA PROFESSIONAL ENGINEER
PRIOR TO PERMITTING AND CONSTRUCTION OF THE WALL.
NOTES: STATEMENT OF PERMIT AND CONTRACTOR
RESPONSIBILITIES
1. PROJECT SITE CONTAINS JURISDICTIOANL WATERS OF THE U.S (WOTUS).
2. PROJECT INVOLVES IMPACTS TO WOTUS IN SEVERAL LOCATIONS.
3. PROPOSED IMPACTS TO WOTUS ARE REGULATED BY THE CLEAN WATER ACT
SECTIONS 404 AND 401.
4. PERMITS HAVE BEEN OBTAINED BY THE CITY OF XXX INC TO AUTHORIZE THE
PROPOSED IMPACTS TO WOTUS AND ARE SUBJECT TO THE TERMS AND
CONDITIONS OF THE PERMITS.
5. CWA 404/401 PERMIT REQUIREMENTS, TERMS, AND CONDITIONS ARE SUMMARIZED
ON THIS SHEET ALONG WITH VARIOUS ASSOCIATED DETAILS AND SPECIFICATIONS.
6. A COPY OF THE PERMITS HAVE BEEN PROVIDED TO THE CONTRACTOR AT THE
PRE -CONSTRUCTION MEETING. THE CONTRACTOR IS RESPONSIBLE FOR READING
THE PERMITS, PLANS AND SPECIFICATIONS, AND UNDERSTANDING HIS/HER
RESPONSIBILITIES UNDER THE PERMITS, WHICH INCLUDE BUT ARE NOT LIMITED TO:
A) COMPLIANCE WITH ALL PERMIT CONDITIONS RELATING TO CONTRACTED
CONSTRUCTION ACTIVITIES BOTH ON-SITE AND OFF-SITE, IF OFF-SITE AREAS
ARE USED FOR PROJECT RELATED PURPOSES (EG: ACCESS, LAYDOWN, STAGING,
BORROW, WASTE, ETC.)
B) COMMUNICATION OF PERMIT COMPLIANCE RESPONSIBILITIES TO SUBCONTRACTORS
WORKING ON THE PROJECT.
C) COORDINATION WITH PROJECT ENGINEER REGARDING PERMIT COMPLIANCE RELATED
ISSUES AND QUESTIONS.
D) IMMEDIATE REPORTING TO PROJECT ENGINEER OR OWNER OF ANY VIOLATION OR
SUSPECTED VIOLATION OF PERMIT CONDITIONS.
E) A COPY OF ALL PERMITS AND CONDITIONS SHOULD BE MADE AVAILABLE AT THE
PROJECT SITE DURING CONSTRUCTION AND MAINTENANCE ACTIVITIES.
Know what's below.
0111 before you dig.
N.C. One -Call Center
)ial 811 or 1-800-632-4949
NATIONWIDE PERMIT CONDITIONS
1. AQUATIC LIFE MOVEMENTS - NO ACTIVITY MAY SUBSTANTIALLY DISRUPT THE NECESSARY LIFE
CYCLE MOVEMENTS OF THOSE SPECIES OF AQUATIC LIFE INDIGENOUS TO THE WATERBODY,
INCLUDING THOSE SPECIES THAT NORMALLY MIGRATE THROUGH THE AREA UNLESS THE ACTIVITY'S
PRIMARY PURPOSE IS TO IMPOUND WATER. ALL PERMANENT AND TEMPORARY CROSSINGS OF
WATERBODIES SHALL BE SUITABLY CULVERTED, BRIDGED, OR OTHERWISE DESIGNED AND
CONSTRUCTED TO MAINTAIN LOW FLOWS TO SUSTAIN THE MOVEMENT OF THOSE AQUATIC SPECIES.
2. SUITABLE MATERIAL - NO ACTIVITY MAY USE UNSUITABLE MATERIAL (E.G., TRASH, DEBRIS, CAR
BODIES, ASPHALT, ETC.). MATERIAL USED FOR CONSTRUCTION OR DISCHARGED MUST BE FREE
FROM TOXIC POLLUTANTS IN TOXIC AMOUNTS (SEE SECTION 307 OF THE CLEAN WATER ACT).
3. MANAGEMENT OF WATER FLOWS - TO THE MAXIMUM EXTENT PRACTICABLE, THE
PRE -CONSTRUCTION COURSE, CONDITION, CAPACITY, AND LOCATION OF OPEN WATERS MUST BE
MAINTAINED FOR EACH ACTIVITY, INCLUDING STREAM CHANNELIZATION AND STORM WATER
MANAGEMENT ACTIVITIES, EXCEPT AS PROVIDED BELOW. THE ACTIVITY MUST BE CONSTRUCTED TO
WITHSTAND EXPECTED HIGH FLOWS. THE ACTIVITY MUST NOT RESTRICT OR IMPEDE THE PASSAGE
OF NORMAL OR HIGH FLOWS, UNLESS THE PRIMARY PURPOSE OF THE ACTIVITY IS TO IMPOUND
WATER OR MANAGE HIGH FLOWS. THE ACTIVITY MAY ALTER THE PRE -CONSTRUCTION COURSE,
CONDITION, CAPACITY, AND LOCATION OF OPEN WATERS IF IT BENEFITS THE AQUATIC
ENVIRONMENT (E.G., STREAM RESTORATION OR RELOCATION ACTIVITIES).
4. EQUIPMENT - HEAVY EQUIPMENT WORKING IN WETLANDS OR MUDFLATS MUST BE PLACED ON
MATS, OR OTHER MEASURES MUST BE TAKEN TO MINIMIZE SOIL DISTURBANCE.
5. SOIL EROSION AND SEDIMENT CONTROLS - APPROPRIATE SOIL EROSION AND SEDIMENT CONTROLS
MUST BE USED AND MAINTAINED IN EFFECTIVE OPERATING CONDITION DURING CONSTRUCTION, AND
ALL EXPOSED SOIL AND OTHER FILLS, AS WELL AS ANY WORK BELOW THE ORDINARY HIGH WATER
MARK OR HIGH TIDE LINE, MUST BE PERMANENTLY STABILIZED AT THE EARLIEST PRACTICABLE
DATE. PERMITTEES ARE ENCOURAGED TO PERFORM WORK WITHIN WATERS OF THE UNITED STATES
DURING PERIODS OF LOW -FLOW OR NO -FLOW.
6. REMOVAL OF TEMPORARY FILLS - TEMPORARY FILLS MUST BE REMOVED IN THEIR ENTIRETY AND
THE AFFECTED AREAS RETURNED TO PRE -CONSTRUCTION ELEVATIONS. THE AFFECTED AREAS MUST
BE REVEGETATED, AS APPROPRIATE.
7. PROPER MAINTENANCE - ANY AUTHORIZED STRUCTURE OR FILL SHALL BE PROPERLY MAINTAINED,
INCLUDING MAINTENANCE TO ENSURE PUBLIC SAFETY AND COMPLIANCE WITH APPLICABLE NWP
GENERAL CONDITIONS, AS WELL AS ANY ACTIVITY -SPECIFIC CONDITIONS ADDED BY THE DISTRICT
ENGINEER TO AN NWP AUTHORIZATION.
8. DISCOVERY OF PREVIOUSLY UNKNOWN REMAINS AND ARTIFACTS - IF YOU DISCOVER ANY
PREVIOUSLY UNKNOWN HISTORIC, CULTURAL OR ARCHEOLOGICAL REMAINS AND ARTIFACTS WHILE
ACCOMPLISHING THE ACTIVITY AUTHORIZED BY THIS PERMIT, YOU MUST IMMEDIATELY NOTIFY THE
DISTRICT ENGINEER OF WHAT YOU HAVE FOUND, AND TO THE MAXIMUM EXTENT PRACTICABLE,
AVOID CONSTRUCTION ACTIVITIES THAT MAY AFFECT THE REMAINS AND ARTIFACTS UNTIL THE
REQUIRED COORDINATION HAS BEEN COMPLETED. THE DISTRICT ENGINEER WILL INITIATE THE
FEDERAL, TRIBAL AND STATE COORDINATION REQUIRED TO DETERMINE IF THE ITEMS OR REMAINS
WARRANT A RECOVERY EFFORT OR IF THE SITE IS ELIGIBLE FOR LISTING IN THE NATIONAL
REGISTER OF HISTORIC PLACES.
9. RESTRICTION ON USE OF LIVE CONCRETE - FOR ALL NWPS WHICH ALLOW THE USE OF CONCRETE
AS A BUILDING MATERIAL, LIVE OR FRESH CONCRETE, INCLUDING BAGS OF UNCURED CONCRETE,
MAY NOT COME INTO CONTACT WITH THE WATER IN OR ENTERING INTO WATERS OF THE US. WATER
INSIDE COFFER DAMS OR CASINGS THAT HAS BEEN IN CONTACT WITH WET CONCRETE SHALL ONLY
BE RETURNED TO WATERS OF THE US WHEN IT IS NO LONGER POSES A THREAT TO AQUATIC
ORGANISMS.
10. REQUIREMENTS FOR USING RIPRAP FOR BANK STABILIZATION - FOR ALL NWPS THAT ALLOW FOR
THE USE OF RIPRAP MATERIAL FOR BANK STABILIZATION, THE FOLLOWING MEASURES SHALL BE
APPLIED:
10.1. FILTER CLOTH MUST BE PLACED UNDERNEATH THE RIPRAP AS AN ADDITIONAL REQUIREMENT
OF ITS USE IN NORTH CAROLINA WATERS.
10.2. THE PLACEMENT OF RIPRAP SHALL BE LIMITED TO THE AREAS DEPICTED ON SUBMITTED WORK
PLAN DRAWINGS.
10.3. THE RIPRAP MATERIAL SHALL BE CLEAN AND FREE FROM LOOSE DIRT OR ANY POLLUTANT
EXCEPT IN TRACE QUANTITIES THAT WOULD NOT HAVE AN ADVERSE ENVIRONMENTAL EFFECT.
10.4. IT SHALL BE OF A SIZE SUFFICIENT TO PREVENT ITS MOVEMENT FROM THE AUTHORIZED
ALIGNMENT BY NATURAL FORCES UNDER NORMAL CONDITIONS.
10.5. THE RIPRAP MATERIAL SHALL CONSIST OF CLEAN ROCK OR MASONRY MATERIAL SUCH AS,
BUT NOT LIMITED TO, GRANITE, MARL, OR BROKEN CONCRETE.
11. SAFE PASSAGE REQUIREMENTS FOR CULVERT PLACEMENT - FOR ALL NWPS THAT INVOLVE THE
CONSTRUCTION/INSTALLATION OF CULVERTS, MEASURES WILL BE INCLUDED IN THE
CONSTRUCTION/INSTALLATION THAT WILL PROMOTE THE SAFE PASSAGE OF FISH AND OTHER
AQUATIC ORGANISMS. THE DIMENSION, PATTERN, AND PROFILE OF THE STREAM ABOVE AND BELOW
A PIPE OR CULVERT SHOULD NOT BE MODIFIED BY WIDENING THE STREAM CHANNEL OR BY
REDUCING THE DEPTH OF THE STREAM IN CONNECTION WITH THE CONSTRUCTION ACTIVITY. THE
WIDTH, HEIGHT, AND GRADIENT OF A PROPOSED CULVERT SHOULD BE SUCH AS TO PASS THE
AVERAGE HISTORICAL LOW FLOW AND SPRING FLOW WITHOUT ADVERSELY ALTERING FLOW VELOCITY.
SPRING FLOW SHOULD BE DETERMINED FROM GAGE DATA, IF AVAILABLE. IN THE ABSENCE OF SUCH
DATA, BANKFULL FLOW CAN BE USED AS A COMPARABLE LEVEL.
EXISTING CONDITIONS LEGEND
NCDEQ GENERAL CONSTRUCTION CONDITIONS
1. THE CONTRACTOR SHALL MINIMIZE CLEARING WITHIN WETLANDS AND ACROSS STREAMS
TO THE GREATEST EXTENT PRACTICABLE AND SHALL NOT EXCEED 50' WIDE FOR GAS
UTILITY LINES AND 40' WIDE FOR ALL OTHER UTILITY LINES. EXCEPTIONS TO THIS
CONDITION WILL REQUIRE WRITTEN APPROVAL FROM THE PROJECT ENGINEER. FOR
CONSTRUCTION CORRIDORS IN WETLANDS AND ACROSS STREAM CHANNELS, STUMPS
SHALL BE GRUBBED ONLY AS NEEDED TO INSTALL THE UTILITY AND REMAINING STUMPS
SHALL BE CUT OFF AT GRADE LEVEL. THE GENERAL STRIPPING OF TOPSOIL WITHIN
WETLANDS ALONG THE CONSTRUCTION CORRIDOR IS NOT PERMITTED.
2. PERMANENT MAINTAINED ACCESS CORRIDORS IN WETLANDS AND ACROSS STREAM
CHANNELS SHALL BE RESTRICTED TO THE MINIMUM WIDTH
PRACTICABLE AND SHALL NOT EXCEED 30' WIDE FOR GAS UTILITY LINES AND 20' WIDE
FOR ALL OTHER UTILITY LINES EXCEPT AT MANHOLE LOCATIONS. 15' X 15'
PERPENDICULAR VEHICLE TURN-AROUNDS ARE ALLOWED IN ACCESS CORRIDORS BUT
MUST BE SPACED AT LEAST 500' APART. EXCEPTIONS TO THIS CONDITION REQUIRE
WRITTEN APPROVAL FROM THE PROJECT ENGINEER.
3. THE CONTRACTOR SHALL HAVE A SPECIFIC PLAN FOR RESTORING WETLAND CONTOURS.
ANY EXCESS MATERIAL SHALL BE REMOVED TO A HIGH GROUND DISPOSAL AREA. THE
MIXING OF TOPSOIL AND SUBSOILS WITHIN WETLANDS ALONG UTILITY CORRIDORS SHALL
BE MINIMIZED TO THE GREATEST EXTENT PRACTICABLE DURING EXCAVATION. THE SOILS
SHALL BE PLACED ON FABRIC TO MINIMIZE IMPACTS WHENEVER POSSIBLE. TOPSOIL
EXCAVATED FROM UTILITY TRENCHES SHALL BE PILED SEPARATELY FROM SUBSOILS AND
BACKFILLED INTO THE TRENCH ONLY AFTER THE SUBSOILS HAVE BEEN PLACED AND
COMPACTED.
4. NO WASTE, SPOIL, SOLIDS, OR FILL OF ANY KIND CAN OCCUR IN WETLANDS OR WATERS
BEYOND THE FOOTPRINT OF THE IMPACT AREA (INCLUDING TEMPORARY IMPACTS) OR
BEYOND THE PERMITTED THRESHOLDS WITHOUT WRITTEN AUTHORIZATION FROM THE
PROJECT ENGINEER. NO REMOVAL OF VEGETATION OR OTHER IMPACTS OF ANY KIND
CAN OCCUR TO STATE REGULATED RIPARIAN BUFFERS BEYOND THE FOOTPRINT OF
IMPACTS APPROVED IN A BUFFER AUTHORIZATION OR VARIANCE OR AS LISTED AS AN
EXEMPT ACTIVITY IN THE APPLICABLE RIPARIAN BUFFER RULES.
5. ALL EROSION CONTROL DEVICES SHALL BE MAINTAINED ON ALL CONSTRUCTION SITES,
BORROW SITES, AND WASTE PILE (SPOIL) SITES, INCLUDING CONTRACTOR OWNED OR
LEASED BORROW PITS ASSOCIATED WITH THE PROJECT. SUFFICIENT MATERIALS REQUIRED
FOR STABILIZATION AND/OR REPAIR OF EROSION CONTROL MEASURES AND STORMWATER
ROUTING AND TREATMENT SHALL BE ON-SITE AT ALL TIMES.
6. SEDIMENT AND EROSION CONTROL MEASURES SHALL NOT BE PLACED IN WETLANDS OR
WATERS EXCEPT WITHIN THE FOOTPRINT OF TEMPORARY OR PERMANENT IMPACTS
AUTHORIZED UNDER THE PERMITS. EXCEPTIONS TO THIS CONDITION REQUIRE WRITTEN
APPROVAL FROM THE PROJECT ENGINEER.
7. EROSION CONTROL MATTING THAT INCORPORATES PLASTIC MESH AND/OR PLASTIC TWINE
SHALL NOT BE USED ALONG STREAMBANKS OR WITHIN WETLANDS. EXCEPTIONS TO THIS
CONDITION REQUIRE WRITTEN APPROVAL FROM THE PROJECT ENGINEER.
8. AN NPDES CONSTRUCTION STORMWATER PERMIT (NCGO10000) IS REQUIRED FOR
CONSTRUCTION PROJECTS THAT DISTURB ONE OR MORE ACRES OF LAND. THE
NCGO10000 PERMIT ALLOWS STORMWATER TO BE DISCHARGED DURING LAND DISTURBING
CONSTRUCTION ACTIVITIES AS STIPULATED IN THE CONDITIONS OF THE PERMIT. IF THE
PROJECT IS COVERED BY THE PERMITS, FULL COMPLIANCE WITH PERMIT CONDITIONS
INCLUDING THE EROSION AND SEDIMENTATION CONTROL PLAN, INSPECTIONS AND
MAINTENANCE, SELF-MONITORING, RECORD KEEPING AND REPORTING REQUIREMENTS IS
REQUIRED.
9. ALL WORK IN OR ADJACENT TO STREAMS SHALL BE CONDUCTED SO THAT THE FLOWING
STREAM DOES NOT COME IN CONTACT WITH THE DISTURBED AREA. APPROVED BEST
MANAGEMENT PRACTICES FROM THE MOST CURRENT VERSION OF THE INC SEDIMENT AND
EROSION CONTROL MANUAL, OR THE NC DOT CONSTRUCTION AND MAINTENANCE
ACTIVITIES MANUAL, SUCH AS SANDBAGS, ROCK BERMS, COFFERDAMS, AND OTHER
DIVERSION STRUCTURES SHALL BE USED TO MINIMIZE EXCAVATION IN FLOWING WATER.
EXCEPTIONS TO THIS CONDITION REQUIRE WRITTEN APPROVAL FROM THE PROJECT
ENGINEER.
10. CULVERTS SHALL BE INSTALLED IN SUCH A MANNER THAT THE ORIGINAL STREAM
PROFILES ARE NOT ALTERED AND ALLOW FOR AQUATIC LIFE MOVEMENT DURING LOW
FLOWS. THE DIMENSION PATTERN AND PROFILE OF THE STREAM ABOVE AND BELOW A
PIPE OR CULVERT SHALL NOT BE MODIFIED BY WIDENING THE STREAM CHANNEL OR BY
REDUCING THE DEPTH OF THE STREAM IN CONNECTION WITH THE CONSTRUCTION
ACTIVITY.
11. APPLICATION OF FERTILIZER TO ESTABLISH PLANTED/SEEDED VEGETATION WITHIN
DISTURBED RIPARIAN AREAS SHALL COMPLY WITH ALL OTHER FEDERAL, STATE AND
LOCAL REGULATIONS. FERTILIZER APPLICATION SHALL BE ACCOMPLISHED IN A MANNER
THAT MINIMIZES THE RISK OF CONTACT BETWEEN THE FERTILIZER AND SURFACE WATERS.
12. IF CONCRETE IS USED DURING CONSTRUCTION, THEN ALL NECESSARY MEASURES SHALL
BE TAKEN TO PREVENT DIRECT CONTACT BETWEEN UNCURED OR CURING CONCRETE AND
WATERS OF THE US. WATER THAT INADVERTENTLY CONTACTS UNCURED CONCRETE
SHALL NOT BE DISCHARGED TO WATERS OF THE US.
13. ALL PROPOSED AND APPROVED TEMPORARY FILL AND CULVERTS SHALL BE REMOVED
AND THE IMPACTED AREA RETURNED TO NATURAL CONDITIONS WITHIN 60 CALENDAR
DAYS AFTER THE TEMPORARY IMPACT IS NO LONGER NECESSARY. THE IMPACTED AREAS
SHALL BE RETURNED TO ORIGINAL GRADE, INCLUDING EACH STREAM'S ORIGINAL CROSS
SECTIONAL DIMENSIONS, PLANFORM PATTERN, AND LONGITUDINAL BED PROFILE. ALL
TEMPORARY IMPACTS SHALL BE RESTORED AND STABILIZED WITH NATIVE VEGETATION.
14. ALL PROPOSED AND APPROVED TEMPORARY PIPES/CULVERTS/RIP-RAP PADS ETC. IN
STREAMS SHALL BE INSTALLED AS OUTLINED IN THE MOST RECENT EDITION OF THE NC
SEDIMENT AND EROSION CONTROL PLANNING AND DESIGN MANUAL OR THE NCDOT BEST
MANAGEMENT PRACTICES FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES SO AS NOT
TO RESTRICT STREAM FLOW OR CAUSE DIS -EQUILIBRIUM DURING USE OF THIS
CERTIFICATION.
15. ANY RIP -RAP REQUIRED FOR PROPER CULVERT PLACEMENT, STREAM STABILIZATION, OR
RESTORATION OF TEMPORARILY DISTURBED AREAS SHALL BE RESTRICTED TO THE AREA
DIRECTLY IMPACTED BY THE APPROVED CONSTRUCTION ACTIVITY. ALL RIP -RAP SHALL
BE PLACED SUCH THAT THE ORIGINAL STREAM ELEVATION AND STREAM BANK
CONTOURS ARE RESTORED AND MAINTAINED, NOT RESULT IN THE DE -STABILIZATION OF
STREAM BED OR BANKS UPSTREAM OR DOWNSTREAM OF THE AREA, AND NOT RESTRICT
AQUATIC LIFE PASSAGE.
16. ANY RIP -RAP USED FOR STREAM OR SHORELINE STABILIZATION SHALL BE OF SIZE AND
DENSITY TO PREVENT MOVEMENT BY WAVE, CURRENT, OR STREAM FLOWS, AND WILL
CONSIST OF CLEAN ROCK OR MASONRY MATERIAL. RIP -RAP SHALL NOT BE INSTALLED
IN THE STREAMBED EXCEPT IN SPECIFIC AREAS REQUIRED FOR VELOCITY CONTROL AND
TO ENSURE STRUCTURAL INTEGRITY OF BANK STABILIZATION MEASURES.
17. ALL MECHANIZED EQUIPMENT OPERATED NEAR SURFACE WATERS SHALL BE INSPECTED,
FUELED, LUBRICATED, AND MAINTAINED REGULARLY AND MAINTENANCE PERFORMED IN A
MANNER TO PREVENT CONTAMINATION OF STREAM WATER FROM FUELS, LUBRICANTS,
HYDRAULIC FLUIDS, OR OTHER TOXIC MATERIALS.
18. HEAVY EQUIPMENT WORKING IN WETLANDS SHALL BE PLACED ON MATS OR OTHER
MEASURES TAKEN TO MINIMIZE SOIL DISTURBANCE.
19. THE CONTRACTOR OR OTHER RESPONSIBLE ENTITY SHALL REPORT ANY PETROLEUM
SPILL OF 25 GALLONS OR MORE; ANY SPILL REGARDLESS OF AMOUNT THAT CAUSES A
SHEEN ON SURFACE WATERS; ANY PETROLEUM SPILL REGARDLESS OF SIZE THAT
OCCURS WITHIN 100 -FEET OF SURFACE WATER; AND ANY PETROLEUM SPILL LESS THAN
25 GALLONS THAT CANNOT BE CLEANED UP WITHIN 24 HOURS.
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PED
ELECTRIC PEDESTAL
COASTAL AREA MANAGEMENT ACT (CAMA): ALL PIPES/CULVERTS MUST BE SUFFICIENTLY SIZED TO
CATV
CABLE TV PEDESTAL
ALLOW FOR THE BURIAL OF THE BOTTOM OF THE PIPE/CULVERT AT LEAST ONE FOOT BELOW
PED
RIGHT OF WAY
NORMAL BED ELEVATION WHEN THEY ARE PLACED WITHIN THE PUBLIC TRUST AREA OF
SIGN
SIGN
ENVIRONMENTAL CONCERN (AEC) AND/OR THE ESTUARINE WATERS AEC AS DESIGNATED BY CAMA,
CATV
UNDERGROUND CABLE TV SIGN
AND/OR ALL STREAMS APPEARING AS BLUE LINES ON UNITED STATES GEOLOGICAL SURVEY (USGS)
CALCULATED POINT
PB
7.5 -MINUTE QUADRANGLE MAPS. IN ALL OTHER COUNTIES: CULVERTS GREATER THAN 48 INCHES
UG FOG
UNDERGROUND FIBER OPTIC CABLE SIGN
IN DIAMETER WILL BE BURIED AT LEAST ONE FOOT BELOW THE BED OF THE STREAM. CULVERTS 48
�UG TCS
UNDERGROUND TELEPHONE CABLE SIGN
INCHES IN DIAMETER OR LESS SHALL BE BURIED OR PLACED ON THE STREAM BED AS
�UG GAS
UNDERGROUND GAS LINE SIGN
PRACTICABLE AND APPROPRIATE TO MAINTAIN AQUATIC PASSAGE, AND EVERY EFFORT SHALL BE
I I I
DL--
L----CTV-----CTV-
I I I I
MADE TO MAINTAIN THE EXISTING CHANNEL SLOPE. THE BOTTOM OF THE CULVERT MUST BE
�UG ELEC
UNDERGROUND ELECTRIC LINE SIGN
PLACED AT A 27 DEPTH BELOW THE NATURAL STREAM BOTTOM TO PROVIDE FOR PASSAGE DURING
- -
CTV-
DROUGHT OR LOW FLOW CONDITIONS.
LP
LIGHT POLE
13. CULVERTS PLACED WITHIN RIPARIAN AND/OR RIVERINE WETLANDS MUST BE INSTALLED IN A
OUP
UTILITY POLE
MANNER THAT DOES NOT RESTRICT THE FLOW AND CIRCULATION PATTERNS OF WATERS OF THE
I
I
GUY WIRE ANCHOR
UNITED STATES. CULVERTS PLACED ACROSS WETLAND FILLS PURELY FOR THE PURPOSES OF
®TSP
TRAFFIC SIGNAL POLE
EQUALIZING SURFACE WATER DO NOT HAVE TO BE BURIED.
RXR
RAILROAD CROSSING SIGNAL
14. PIPELINE/UTILITY LINE CONSTRUCTION THROUGH JURISDICTIONAL WATERS AND WETLANDS WILL BE
o
ACCOMPLISHED UTILIZING DIRECTIONAL DRILLING/BORING METHODS TO THE MAXIMUM EXTENT
O MH
MANHOLE
PRACTICABLE.
Q SSMH
SANITARY SEWER MANHOLE
15. TEMPORARY DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO WETLANDS AND WATERS OF THE
°
OSDMH
STORM DRAIN MANHOLE
UNITED STATES WILL BE FOR THE ABSOLUTE MINIMUM PERIOD OF TIME NECESSARY TO ACCOMPLISH
Q COMMH
COMMUNICATION MANHOLE
THE WORK. TEMPORARY DISCHARGES WILL BE FULLY CONTAINED WITH APPROPRIATE EROSION
CONTROL OR CONTAINMENT METHODS OR OTHERWISE SUCH FILLS WILL CONSIST OF NON -ERODIBLE
O ELMH
ELECTRICAL MANHOLE
MATERIALS.
O ° J.B.
JUNCTION BOX
16. THE WORK AREA AUTHORIZED BY THIS PERMIT, INCLUDING TEMPORARY AND/OR PERMANENT FILLS,
SPIGOT
SPIGOT/YARD HYDRANT
WILL BE MINIMIZED TO THE GREATEST EXTENT PRACTICABLE. JUSTIFICATION FOR WORK CORRIDORS
x
EXCEEDING FORTY (40) FEET IN WIDTH IS REQUIRED AND WILL BE BASED ON PIPELINE DIAMETER
O C.O.
SEWER CLEAN-OUT
AND LENGTH, SIZE OF EQUIPMENT REQUIRED TO CONSTRUCT THE UTILITY LINE, AND OTHER
0 E.SS
ELECTRIC SERVICE STUB -OUT
CONSTRUCTION INFORMATION DEEMED NECESSARY TO SUPPORT THE REQUEST. THE APPLICANT IS
W
REQUIRED TO PROVIDE THIS INFORMATION TO THE CORPS WITH THE INITIAL NOTIFICATION PACKAGE.
0 G.SS
GAS SERVICE STUB -OUT
17. IN AREAS WHERE A SUB AQUEOUS UTILITY LINE IS TO CROSS A FEDERALLY MAINTAINED CHANNEL,
®CB
CATCH BASIN
(I.E., THE ATLANTIC INTRACOASTAL WATERWAY [AIWW]), THE LINE WILL BE BURIED AT LEAST SIX
I --I
rn
(6) FEET BELOW THE ALLOWABLE OVERDEPTH OF THE AUTHORIZED CHANNEL, INCLUDING ALL SIDE
®cl
CURB INLET
SLOPES. FOR AREAS OUTSIDE FEDERALLY -MAINTAINED CHANNELS, SUB -AQUEOUS LINES MUST BE
OWM
WATER METER
INSTALLED AT A MINIMUM DEPTH OF TWO (2) FEET BELOW THE SUBSTRATE WHEN SUCH LINES
QFH
FIRE HYDRANT
MIGHT INTERFERE WITH NAVIGATION.
w
>a WV
WATER VALVE
18. FOR THE PURPOSES OF THIS NWP ANY PERMANENTLY MAINTAINED CORRIDOR ALONG THE UTILITY
BLOWOFF
ROW WITHIN FORESTED WETLANDS SHALL BE CONSIDERED A PERMANENT IMPACT ANDA
VALVE
BLOW OFF VALVE
COMPENSATORY MITIGATION PLAN WILL BE REQUIRED FOR ALL SUCH IMPACTS ASSOCIATED WITH
b G/M
GAS METER
THE REQUESTED ACTIVITY.
b G/V
GAS VALVE
19. USE OF RIP -RAP OR ANY OTHER ENGINEERED STRUCTURES TO STABILIZE A STREAM BED SHOULD
BE AVOIDED TO THE MAXIMUM EXTENT PRACTICABLE. IF RIPRAP STABILIZATION IS NEEDED, IT
D -a IcV
IRRIGATION CONTROL VALVE
SHOULD BE PLACED ONLY ON THE STREAM BANKS, OR, IF IT IS NECESSARY TO BE PLACED IN
C>a PIV
POST INDICATOR VALVE
THE STREAM BED, THE FINISHED TOP ELEVATION OF THE RIPRAP SHOULD NOT EXCEED THAT OF
THE ORIGINAL STREAM BED
® E.JUNC
ELECTRIC JUNCTION BOX OR OUTLET
20. WHEN DIRECTIONAL BORING OR HORIZONTAL DIRECTIONAL DRILLING (HDD) UNDER WATERS OF THE
o
TRAFFIC SIGNAL BOX
U.S., INCLUDING WETLANDS, PERMITTEES SHALL CLOSELY MONITOR THE PROJECT FOR HYDRAULIC
BSIG
ox
FRACTURING OR `TRACKING." ANY DISCHARGE FROM HYDRAULIC FRACTURING OR `TRACKING" INTO
WATERS OF THE U.S., INCLUDING WETLANDS, SHALL BE REPORTED TO THE APPROPRIATE CORPS
REGULATORY FIELD OFFICE WITHIN 48 HOURS. RESTORATION AND/OR MITIGATION MAY BE REQUIRED
AS A RESULT FROM ANY UNINTENDED DISCHARGES.
x x x
NCDEQ GENERAL CONSTRUCTION CONDITIONS
1. THE CONTRACTOR SHALL MINIMIZE CLEARING WITHIN WETLANDS AND ACROSS STREAMS
TO THE GREATEST EXTENT PRACTICABLE AND SHALL NOT EXCEED 50' WIDE FOR GAS
UTILITY LINES AND 40' WIDE FOR ALL OTHER UTILITY LINES. EXCEPTIONS TO THIS
CONDITION WILL REQUIRE WRITTEN APPROVAL FROM THE PROJECT ENGINEER. FOR
CONSTRUCTION CORRIDORS IN WETLANDS AND ACROSS STREAM CHANNELS, STUMPS
SHALL BE GRUBBED ONLY AS NEEDED TO INSTALL THE UTILITY AND REMAINING STUMPS
SHALL BE CUT OFF AT GRADE LEVEL. THE GENERAL STRIPPING OF TOPSOIL WITHIN
WETLANDS ALONG THE CONSTRUCTION CORRIDOR IS NOT PERMITTED.
2. PERMANENT MAINTAINED ACCESS CORRIDORS IN WETLANDS AND ACROSS STREAM
CHANNELS SHALL BE RESTRICTED TO THE MINIMUM WIDTH
PRACTICABLE AND SHALL NOT EXCEED 30' WIDE FOR GAS UTILITY LINES AND 20' WIDE
FOR ALL OTHER UTILITY LINES EXCEPT AT MANHOLE LOCATIONS. 15' X 15'
PERPENDICULAR VEHICLE TURN-AROUNDS ARE ALLOWED IN ACCESS CORRIDORS BUT
MUST BE SPACED AT LEAST 500' APART. EXCEPTIONS TO THIS CONDITION REQUIRE
WRITTEN APPROVAL FROM THE PROJECT ENGINEER.
3. THE CONTRACTOR SHALL HAVE A SPECIFIC PLAN FOR RESTORING WETLAND CONTOURS.
ANY EXCESS MATERIAL SHALL BE REMOVED TO A HIGH GROUND DISPOSAL AREA. THE
MIXING OF TOPSOIL AND SUBSOILS WITHIN WETLANDS ALONG UTILITY CORRIDORS SHALL
BE MINIMIZED TO THE GREATEST EXTENT PRACTICABLE DURING EXCAVATION. THE SOILS
SHALL BE PLACED ON FABRIC TO MINIMIZE IMPACTS WHENEVER POSSIBLE. TOPSOIL
EXCAVATED FROM UTILITY TRENCHES SHALL BE PILED SEPARATELY FROM SUBSOILS AND
BACKFILLED INTO THE TRENCH ONLY AFTER THE SUBSOILS HAVE BEEN PLACED AND
COMPACTED.
4. NO WASTE, SPOIL, SOLIDS, OR FILL OF ANY KIND CAN OCCUR IN WETLANDS OR WATERS
BEYOND THE FOOTPRINT OF THE IMPACT AREA (INCLUDING TEMPORARY IMPACTS) OR
BEYOND THE PERMITTED THRESHOLDS WITHOUT WRITTEN AUTHORIZATION FROM THE
PROJECT ENGINEER. NO REMOVAL OF VEGETATION OR OTHER IMPACTS OF ANY KIND
CAN OCCUR TO STATE REGULATED RIPARIAN BUFFERS BEYOND THE FOOTPRINT OF
IMPACTS APPROVED IN A BUFFER AUTHORIZATION OR VARIANCE OR AS LISTED AS AN
EXEMPT ACTIVITY IN THE APPLICABLE RIPARIAN BUFFER RULES.
5. ALL EROSION CONTROL DEVICES SHALL BE MAINTAINED ON ALL CONSTRUCTION SITES,
BORROW SITES, AND WASTE PILE (SPOIL) SITES, INCLUDING CONTRACTOR OWNED OR
LEASED BORROW PITS ASSOCIATED WITH THE PROJECT. SUFFICIENT MATERIALS REQUIRED
FOR STABILIZATION AND/OR REPAIR OF EROSION CONTROL MEASURES AND STORMWATER
ROUTING AND TREATMENT SHALL BE ON-SITE AT ALL TIMES.
6. SEDIMENT AND EROSION CONTROL MEASURES SHALL NOT BE PLACED IN WETLANDS OR
WATERS EXCEPT WITHIN THE FOOTPRINT OF TEMPORARY OR PERMANENT IMPACTS
AUTHORIZED UNDER THE PERMITS. EXCEPTIONS TO THIS CONDITION REQUIRE WRITTEN
APPROVAL FROM THE PROJECT ENGINEER.
7. EROSION CONTROL MATTING THAT INCORPORATES PLASTIC MESH AND/OR PLASTIC TWINE
SHALL NOT BE USED ALONG STREAMBANKS OR WITHIN WETLANDS. EXCEPTIONS TO THIS
CONDITION REQUIRE WRITTEN APPROVAL FROM THE PROJECT ENGINEER.
8. AN NPDES CONSTRUCTION STORMWATER PERMIT (NCGO10000) IS REQUIRED FOR
CONSTRUCTION PROJECTS THAT DISTURB ONE OR MORE ACRES OF LAND. THE
NCGO10000 PERMIT ALLOWS STORMWATER TO BE DISCHARGED DURING LAND DISTURBING
CONSTRUCTION ACTIVITIES AS STIPULATED IN THE CONDITIONS OF THE PERMIT. IF THE
PROJECT IS COVERED BY THE PERMITS, FULL COMPLIANCE WITH PERMIT CONDITIONS
INCLUDING THE EROSION AND SEDIMENTATION CONTROL PLAN, INSPECTIONS AND
MAINTENANCE, SELF-MONITORING, RECORD KEEPING AND REPORTING REQUIREMENTS IS
REQUIRED.
9. ALL WORK IN OR ADJACENT TO STREAMS SHALL BE CONDUCTED SO THAT THE FLOWING
STREAM DOES NOT COME IN CONTACT WITH THE DISTURBED AREA. APPROVED BEST
MANAGEMENT PRACTICES FROM THE MOST CURRENT VERSION OF THE INC SEDIMENT AND
EROSION CONTROL MANUAL, OR THE NC DOT CONSTRUCTION AND MAINTENANCE
ACTIVITIES MANUAL, SUCH AS SANDBAGS, ROCK BERMS, COFFERDAMS, AND OTHER
DIVERSION STRUCTURES SHALL BE USED TO MINIMIZE EXCAVATION IN FLOWING WATER.
EXCEPTIONS TO THIS CONDITION REQUIRE WRITTEN APPROVAL FROM THE PROJECT
ENGINEER.
10. CULVERTS SHALL BE INSTALLED IN SUCH A MANNER THAT THE ORIGINAL STREAM
PROFILES ARE NOT ALTERED AND ALLOW FOR AQUATIC LIFE MOVEMENT DURING LOW
FLOWS. THE DIMENSION PATTERN AND PROFILE OF THE STREAM ABOVE AND BELOW A
PIPE OR CULVERT SHALL NOT BE MODIFIED BY WIDENING THE STREAM CHANNEL OR BY
REDUCING THE DEPTH OF THE STREAM IN CONNECTION WITH THE CONSTRUCTION
ACTIVITY.
11. APPLICATION OF FERTILIZER TO ESTABLISH PLANTED/SEEDED VEGETATION WITHIN
DISTURBED RIPARIAN AREAS SHALL COMPLY WITH ALL OTHER FEDERAL, STATE AND
LOCAL REGULATIONS. FERTILIZER APPLICATION SHALL BE ACCOMPLISHED IN A MANNER
THAT MINIMIZES THE RISK OF CONTACT BETWEEN THE FERTILIZER AND SURFACE WATERS.
12. IF CONCRETE IS USED DURING CONSTRUCTION, THEN ALL NECESSARY MEASURES SHALL
BE TAKEN TO PREVENT DIRECT CONTACT BETWEEN UNCURED OR CURING CONCRETE AND
WATERS OF THE US. WATER THAT INADVERTENTLY CONTACTS UNCURED CONCRETE
SHALL NOT BE DISCHARGED TO WATERS OF THE US.
13. ALL PROPOSED AND APPROVED TEMPORARY FILL AND CULVERTS SHALL BE REMOVED
AND THE IMPACTED AREA RETURNED TO NATURAL CONDITIONS WITHIN 60 CALENDAR
DAYS AFTER THE TEMPORARY IMPACT IS NO LONGER NECESSARY. THE IMPACTED AREAS
SHALL BE RETURNED TO ORIGINAL GRADE, INCLUDING EACH STREAM'S ORIGINAL CROSS
SECTIONAL DIMENSIONS, PLANFORM PATTERN, AND LONGITUDINAL BED PROFILE. ALL
TEMPORARY IMPACTS SHALL BE RESTORED AND STABILIZED WITH NATIVE VEGETATION.
14. ALL PROPOSED AND APPROVED TEMPORARY PIPES/CULVERTS/RIP-RAP PADS ETC. IN
STREAMS SHALL BE INSTALLED AS OUTLINED IN THE MOST RECENT EDITION OF THE NC
SEDIMENT AND EROSION CONTROL PLANNING AND DESIGN MANUAL OR THE NCDOT BEST
MANAGEMENT PRACTICES FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES SO AS NOT
TO RESTRICT STREAM FLOW OR CAUSE DIS -EQUILIBRIUM DURING USE OF THIS
CERTIFICATION.
15. ANY RIP -RAP REQUIRED FOR PROPER CULVERT PLACEMENT, STREAM STABILIZATION, OR
RESTORATION OF TEMPORARILY DISTURBED AREAS SHALL BE RESTRICTED TO THE AREA
DIRECTLY IMPACTED BY THE APPROVED CONSTRUCTION ACTIVITY. ALL RIP -RAP SHALL
BE PLACED SUCH THAT THE ORIGINAL STREAM ELEVATION AND STREAM BANK
CONTOURS ARE RESTORED AND MAINTAINED, NOT RESULT IN THE DE -STABILIZATION OF
STREAM BED OR BANKS UPSTREAM OR DOWNSTREAM OF THE AREA, AND NOT RESTRICT
AQUATIC LIFE PASSAGE.
16. ANY RIP -RAP USED FOR STREAM OR SHORELINE STABILIZATION SHALL BE OF SIZE AND
DENSITY TO PREVENT MOVEMENT BY WAVE, CURRENT, OR STREAM FLOWS, AND WILL
CONSIST OF CLEAN ROCK OR MASONRY MATERIAL. RIP -RAP SHALL NOT BE INSTALLED
IN THE STREAMBED EXCEPT IN SPECIFIC AREAS REQUIRED FOR VELOCITY CONTROL AND
TO ENSURE STRUCTURAL INTEGRITY OF BANK STABILIZATION MEASURES.
17. ALL MECHANIZED EQUIPMENT OPERATED NEAR SURFACE WATERS SHALL BE INSPECTED,
FUELED, LUBRICATED, AND MAINTAINED REGULARLY AND MAINTENANCE PERFORMED IN A
MANNER TO PREVENT CONTAMINATION OF STREAM WATER FROM FUELS, LUBRICANTS,
HYDRAULIC FLUIDS, OR OTHER TOXIC MATERIALS.
18. HEAVY EQUIPMENT WORKING IN WETLANDS SHALL BE PLACED ON MATS OR OTHER
MEASURES TAKEN TO MINIMIZE SOIL DISTURBANCE.
19. THE CONTRACTOR OR OTHER RESPONSIBLE ENTITY SHALL REPORT ANY PETROLEUM
SPILL OF 25 GALLONS OR MORE; ANY SPILL REGARDLESS OF AMOUNT THAT CAUSES A
SHEEN ON SURFACE WATERS; ANY PETROLEUM SPILL REGARDLESS OF SIZE THAT
OCCURS WITHIN 100 -FEET OF SURFACE WATER; AND ANY PETROLEUM SPILL LESS THAN
25 GALLONS THAT CANNOT BE CLEANED UP WITHIN 24 HOURS.
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POB
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C
CURVE (SEE CURVE TABLE)
POB
POINT OF BEGINNING
CP
CALCULATED POINT
PB
PLAT BOOK
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DEED BOOK
L
LINE (SEE LINE TABLE)
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BUILDING
CIP
CAST IRON PIPE
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CORRUGATED METAL PIPE
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CONCRETE
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CALCULATED POINT
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CONTROL POINT TEMPORARY MARK
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NATIONAL GEODETIC SURVEY METAL ROD
® NGS CM
NATIONAL GEODETIC SURVEY CONCRETE MONUMENT
NGS
TEMPORARY CONTROL POINT SET
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CULVERT
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APPROXIMATE LOCATION OF
EXISTING SEWER LINES
APPROXIMATE LOCATION OF
EXISTING WATER LINES
APPROXIMATE LOCATION OF
EXISTING GAS LINES
TOP OF SLOPE
TOE OF SLOPE
DITCH LINES
APPROXIMATE LOCATION OF
UNDERGROUND CABLE TV LINE
APPROXIMATE LOCATION OF
OVERHEAD CABLE TV LINE
APPROXIMATE LOCATION OF
UNDERGROUND FIBER OPTIC CABLE LINE
APPROXIMATE LOCATION OF
UNDERGROUND ELECTRIC LINE
APPROXIMATE LOCATION OF
OVERHEAD ELECTRIC LINE
APPROXIMATE LOCATION OF
UNDERGROUND TELEPHONE LINES
APPROXIMATE LOCATION OF
OVERHEAD TELEPHONE LINES
RIGHT-OF-WAY
TREELINE
SHRUBLINE
PROPERTY LINE NOT SURVEYED
ROCKLINE
STREAM LINE
CENTERLINE
CENTERLINE VARIANT
SWAM PLINE/WETLANDS
APPROXIMATE LOCATION OF
OVERHEAD UTILITY LINE
CMU
CONCRETE MASONRY UNIT
CPP
CORRUGATED PLASTIC PIPE
DIP
DUCTILE IRON PIPE
E&T
ELECTRIC & TELEPHONE
FOC
FIBER OPTIC CABLE
GIP
GALVANIZED IRON PIPE
0/H
OVERHEAD
RCP
REINFORCED CONCRETE PIPE
U/G
UNDERGROUND
VCP
VITRIFIED CLAY PIPE
PVC
POLYVINYL CHLORIDE PIPE
FFE
FINISHED FLOOR ELEVATION
PG
PAGE
REF
REFERENCE
DOT
DEPARTMENT OF TRANSPORTATION
NGS
NATIONAL GEODETIC SYRVEY
NCSP
NORTH CAROLINA STATE PLANE
MTR BOX
METER BOX
REVISION DESCRIPTION
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S GENERAL SEWER NOTES
Q4)
ALL CONSTRUCTION OUTSIDE RIGHTS-OF-WAY SHALL TAKE PLACE WITHIN THE PERMANENT AND
TEMPORARY ACCESS EASEMENTS SHOWN.
22. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS DURING CONSTRUCTION
=
AND SHALL REPAIR ROADS PER REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF
2. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION THAN THE
TRANSPORTATION. NO OPEN CUTS OF EXISTING ROADS SHALL BE ALLOWED EXCEPT WHERE INDICATED ON
ORIGINAL SITE, OR AS NOTED.
THE DRAWINGS OR WHERE SPECIFIC PERMISSION IS GRANTED BY THE NORTH CAROLINA DEPARTMENT OF
3. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE
TRANSPORTATION. SAND OR A SIMILAR MATERIAL APPROVED BY THE NORTH CAROLINA DEPARTMENT OF
VERIFIED IN THE FIELD BY THE CONTRACTOR. AT LEAST THREE DAYS PRIOR TO CONSTRUCTION,
TRANSPORTATION SHALL BE PLACED ON THE ROAD TO AID IN THE CLEAN UP AFTER CONSTRUCTION. A
CONTRACTOR MUST NOTIFY EXISTING UTILITY OWNERS. CALL 811 BEFORE YOU DIG.
MINIMUM OF 2" OF SAND SHALL BE PLACED ON THE ROAD PRIOR TO STOCKPILING SPOIL MATERIAL ON
THE ROAD SURFACE TO FACILITATE CLEANUP.
4. ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO THE RULES OF THE STATE OF NORTH
NN
CAROLINA.
23. CONTRACTOR SHALL MAINTAIN SEWAGE FLOW IN SEWER SYSTEM AT ALL TIMES AND SHALL PROVIDE
5. CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES TO CONTROL RUNOFF FROM THE
BYPASS PUMPING AND/OR PIPING AS REQUIRED. NO SANITARY SEWER OVERFLOWS ARE PERMITTED.
CONSTRUCTION SITE. CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINES THAT MAY BE LEVIED DUE
~ W
TO POLLUTION CREATED DURING CONSTRUCTION.
24. SPECIFICATIONS AND REQUIREMENTS BY MSD SUPERSEDE ALL OTHERS IN THE INSTALLATION OF THE
PROPOSED EXTENSION.
6. CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE AND LOCAL HEALTH AND SAFETY REGULATIONS
PERTAINING TO CONSTRUCTION OPERATIONS.
7. SEWER FORCE MAINS AND WATER LINES SHALL HAVE 3'-0" MINIMUM COVER UNLESS OTHERWISE
SHOWN ON THE DRAWINGS.
8. WATER AND SEWER LINES SHALL HAVE A MINIMUM 10' HORIZONTAL SEPARATION OR A MINIMUM 18"
VERTICAL SEPARATION WITH THE WATER OVER SEWER, OR BOTH WATER AND SEWER LINES SHALL BE
DUCTILE IRON PIPE 10' EITHER SIDE OF THE CROSSING.
9. SEWER AND STORM SEWER LINES SHALL HAVE A MINIMUM 18" SEPARATION. IF 18" SEPARATION IS
NOT OBTAINABLE, DUCTILE IRON PIPE SHALL BE USED FOR THE SEWER LINE OR A SUPPORTING
MATERIAL SUCH AS FLOWABLE FILL SHALL BE INSTALLED BETWEEN THE PIPES.
10. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.
11. UNLESS OTHERWISE NOTED, ALL BURIED PIPE SHALL BE INSTALLED WITH PUSH -ON JOINTS AND
EXPOSED PIPING SHALL BE FLANGED JOINT.
12. LEGAL DESCRIPTIONS FOR PROPOSED EASEMENTS BY OTHERS.
13. SITE TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY SURVEYOR NOTED ON PLANS.
14. CONTRACTOR SHALL NOTIFY THE PROPER LOCAL AUTHORITIES 24 HOURS PRIOR TO ANY ROAD BEING
CLOSED FOR CONSTRUCTION, INCLUDING BUT NOT LIMITED TO LOCAL NEWSPAPER, RADIO STATION,
FIRE DEPARTMENT, COUNTY SHERIFF'S DEPARTMENT, AMBULANCE, AND COUNTY EMERGENCY AGENCY.
ALL TRAFFIC CONTROL SHALL CONFORM TO THE REQUIREMENTS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION.
15. CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER EXISTING BURIED UTILITIES HAVE BEEN LOCATED
AND 24 HOURS PRIOR TO CONSTRUCTION.
16. LOCATIONS SHOWN FOR SANITARY SEWER SERVICES ARE ASSUMED. COORDINATE LOCATIONS OF ALL
PROPOSED SEWER SERVICE CONNECTIONS WITH PROPERTY OWNER PRIOR TO CONSTRUCTION.
17. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED MANHOLE TOP ELEVATIONS AND EXISTING MANHOLE
INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. CONTRACTOR
SHALL ADJUST ALL PROPOSED SEWER STRUCTURES TO MATCH FINISHED PAVEMENT ELEVATIONS.
COSTS OF RAISING STRUCTURES SHALL BE CONSIDERED INCIDENTAL TO OTHER WORK ON THE
PROJECT.
18. MANHOLES AND CASTINGS SHALL MEET THE REQUIREMENTS OF OWNER AS WELL AS THE PROJECT
SPECIFICATIONS.
19. 4" SANITARY SEWER SERVICE LINES SHALL BE INSTALLED AT 2.0% MINIMUM SLOPE AND SHALL BE
DUCTILE IRON IN PAVED AREAS.
20. ALL FENCE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIALS IN A
WORKMANLIKE MANNER AND IN ACCORDANCE WITH STANDARD FENCE CONSTRUCTION PRACTICES AT
THE CONTRACTOR'S EXPENSE.
21. CONTRACTOR SHALL FIELD LOCATE ALL BURIED TELEPHONE LINE IN CONFLICT WITH THE PROPOSED
UTILITY LINE. WHERE NECESSARY, EXISTING BURIED TELEPHONE LINE SHALL BE TEMPORARILY MOVED
DURING CONSTRUCTION OF THE PROPOSED UTILITY LINE AND RE-LAID AT NO ADDITIONAL COST TO
THE OWNER.
25. INSTALLATION OF PROPOSED SEWER EXTENSION AND ALL PUBLIC SANITARY SEWER WORK ASSOCIATED
WITH PROJECT TO BE PERFORMED BY NORTH CAROLINA LICENSED UTILITY CONTRACTOR.
26. CONTRACTOR SHALL PROVIDE CCSD FIELD DENSITY REPORTS VERIFYING SEWER BUILT IN FILL AREAS
ARE COMPACTED TO 95% STANDARD PROCTOR.
27. PERMANENT PUBLIC EASEMENT TO BE CLEARED AND REMAIN CLEAR OF ANY TREES AND/OR
PERMANENT
28. STRUCTURES. A LANDSCAPE PLAN IS NOT INCLUDED IN THE SCOPE OF THIS PROJECT.
SPECIFICATIONS AND REQUIREMENTS OF THE METROPOLITAN SEWERAGE DISTRICT SUPERSEDE ALL
OTHERS IN THE INSTALLATION OF THE PROPOSED EXTENSION.
29. THE INSTILLATION OF THE PROPOSED SEWER EXTENSION AND ALL PUBLIC SANITARY SEWER WORK
ASSOCIATED WITH THIS PROJECT TO BE PERFORMED BY NC LICENSED UTILITY CONTRACTOR.
30. PROJECT SITE IS LOCATED OUTSIDE OF 100 -YR FLOODPLAIN.
1. WATER CONSTRUCTION ON THIS SITE IS AUTHORIZED BY PERMITS ISSUED BY THE NORTH
CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) AND AUTHORIZED BY THE
CITY OF HENDERSONVILLE. THE WORK IS SUBJECT TO INSPECTIONS AT ALL TIMES BY
REPRESENTATIVES OF NCDEQ, THE CITY OF HENDERSONVILLE, THE OWNER OR THE
ENGINEER. THE PERMITS REQUIRE CERTIFICATION OF COMPLETION OF THE WATER SYSTEMS
BY THE ENGINEER AND THE APPLICANT PRIOR TO ISSUANCE OF FINAL OPERATION
APPROVAL.
2. MATERIALS AND INSTALLATION FOR WATER CONSTRUCTION SHALL CONFORM TO THE LATEST
VERSIONS OF CITY SPECIFICATION AND DETAILS AND AWWA STANDARDS AND REQUIREMENTS.
3. CONTRACTOR SHALL NOTIFY NC811 & APPROPRIATE UTILITIES AGENCIES PRIOR TO
PERFORMING ANY WORK.
4. REGULAR WORKING HOURS SHALL BE FROM 7:00 AM TO 5:00 PM MONDAY THROUGH
FRIDAY, EXCEPT IN CASES OF EMERGENCY OR OTHERWISE APPROVED IN WRITING BY THE
CITY OR AUTHORIZED REPRESENTATIVES. THE CONTRACTOR SHALL ENSURE THE
CONSTRUCTION SITE IS SAFE FOR ANY PERSONS WHO MAY BE ON SITE DURING
NON -WORKING HOURS.
5. ALL PERSONS SHALL BE COURTEOUS AND RESPECTFUL TO THE PUBLIC. CURSING OUR
FOUL LANGUAGE IS NOT PERMITTED AND WILL NOT BE TOLERATED.
6. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL ON ALL ROADWAYS
DURING THE PROJECT. THE CONTRACTOR SHALL NOTIFY LOCAL EMERGENCY, SCHOOL AND
OTHER NECESSARY AUTHORITIES PRIOR TO ANY STREET CLOSING OR TRAFFIC CHANGE.
7. THE CONTRACTOR AT HIS OWN EXPENSE SHALL KEEP THE CONSTRUCTION SITE AND
ADJACENT PUBLIC AND PRIVATE ROADWAYS CLEAN DURING THE PROJECT. THE CONTRACTOR
IS ALSO RESPONSIBLE FOR CONTROLLING DUST WITHIN THE PROJECT AREA.
8. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION IN ACCORDANCE WITH THE
LINES, GRADES AND ELEVATIONS SHOWN ON THE PLANS OR AS GIVEN BY THE ENGINEER IN
THE FIELD.
9. CONTRACTOR SHALL VERIFY THE EXACT LOCATION AND THE ELEVATION FOR ALL UTILITIES,
DRAINAGE AND OTHER UNDERGROUND FACILITIES BOTH EXISTING AND PROPOSED, AND
SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO
CONSTRUCTION.
10. CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION. REPAIRS SHALL
BE MADE IN ACCORDANCE WITH APPLICABLE STANDARDS OF APPROPRIATE AGENCIES AT THE
CONTRACTOR'S EXPENSE.
11. DURING CONSTRUCTION THE CONTRACTOR SHALL MAINTAIN THE OPERATION OF EXISTING
UTILITIES WITH THE LEAST AMOUNT OF SERVICE INTERRUPTION POSSIBLE IN COORDINATION
WITH THE CITY OF HENDERSONVILLE. CONTINUOUS SERVICE, PUBLIC HEALTH AND SAFETY
CONSIDERATIONS SHALL EXCEED ALL OTHERS AND CONTRACTOR'S SCHEDULE, PLANS AND
WORK SHALL AT ALL TIMES BE SUBJECT TO ALTERATION AND REVISION IF NECESSARY FOR
THESE CONSIDERATIONS.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TEMPORARY OR PERMANENT
RELOCATION OF STRUCTURES AND UTILITIES, INCLUDING BUT NOT LIMITED TO POLES, SIGNS,
FENCES, HYDRANTS, VALVES, PIPING, CONDUITS AND DRAINS THAT INTERFERE WITH THE
POSITIONING OF THE WORK AS SHOWN ON THE DRAWINGS.
13. CONTRACTOR SHALL BE REQUIRED TO CONFORM AND COMPLY WITH ALL RESTRICTIONS
AND EASEMENT CONDITIONS AND IS RESPONSIBLE FOR ALL RELATED INCIDENTAL COSTS
INVOLVED.
14. EXISTING WATER SERVICES SHALL BE REPLACED TO THE EXISTING METER UNLESS
OTHERWISE APPROVED IN WRITING BY THE CITY. SPLICING OF THE WATER SERVICE ON THE
DOWNSTREAM SIDE OF THE METER IS NOT PERMITTED.
15. ALL DISTURBED AREAS, INCLUDING BUT NOT LIMITED TO ASPHALT, CONCRETE, DRIVEWAYS,
ROADS, LANDSCAPING, SHALL BE REPAIRED TO EQUAL OR BETTER CONDITION THAN THE
ORIGINAL SITE. GRASS AND LANDSCAPED AREAS FILL MATERIAL MUST BE REPLACED IN
TRENCH TO GRADE AS SOON AS WATERLINE CONSTRUCTION ALLOWS. ADEQUATE SEEDING
AND STRAW OR MULCH SHALL THEN BE APPLIED TO THE DISTURBED TRENCH AREA.
ADDITIONAL FILL AND SITE RESTORATION MAY BE REQUIRED WITHIN THE WARRANTY PERIOD
AT THE CITY'S DISCRETION.
16. CONTRACTOR SHALL PROVIDE EROSION CONTROL DEVICES TO CONTROL RUNOFF AS
REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR ANY FINES THAT MAY BE LEVIED DUE
TO RUNOFF FROM CONSTRUCTION.
17. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FOLLOW ALL APPLICABLE
FEDERAL, STATE AND LOCAL HEALTH AND SAFETY REGULATIONS PERTAINING TO
CONSTRUCTION OPERATIONS.
18. ALL WATER MAINS SHALL HAVE 3 FEET MINIMUM COVER.
19. INSTALL FERROUS PIPING FOR BOTH WATER AND SEWER WITHIN 10 FT. OF A CROSSING
IF:
19.1. SEWER LINE CROSSES OVER WATER, QH
19.2. VERTICAL CLEARANCE BETWEEN WATER AND SEWER IS LESS THAN 18 INCHES.
19.3. MAINTAIN 10 FEET HORIZONTAL SEPARATION BETWEEN SEWER AND WATER MAINS
UNLESS LAID IN SEPARATE TRENCHES WITH THE BOTTOM OF THE WATER LINE AT LEAST
18 INCHES ABOVE THE TOP OF THE SEWER LINE OR USE FERROUS MATERIAL FOR BOTH
WATER AND SEWER.
20. MAINTAIN 18 INCHES VERTICAL SEPARATION BETWEEN STORM DRAIN AND WATER, OR
INSTALL FERROUS MATERIAL WATER LINE WITHIN 10 FEET EACH SIDE OF CROSSING.
21. TAPS GREATER THAN ONE -INCH IN DIAMETER IN EXISTING, ACTIVE WATER MAIN ARE TO BE
PERFORMED BY THE CITY UNLESS OTHERWISE APPROVED IN WRITING BY THE CITY. TAPS IN
NEW CONSTRUCTION ARE TO BE PERFORMED BY THE CONTRACTOR IN ACCORDANCE WITH
CITY REQUIREMENTS.
22. ALL WATER METERS WILL BE SET BY CITY STAFF UNLESS THE CONTRACTOR IS GRANTED
WRITTEN PERMISSION BY THE CITY.
22.1. THE CONTRACTOR WILL PROVIDE THE CITY NOTICE OF 10 WORKING DAYS MINIMUM PRIOR
TO THE DATE OF METER INSTALLATION.
22.2. THE CONTRACTOR WILL PROVIDE A LICENSED PLUMBER DURING THE METER INSTALLATION
TO VERIFY LINE SERVICES IN ALL MULTI -METER BOXES.
23. ALL PUBLIC WATER MAIN CONSTRUCTION SHALL BE PERFORMED BY A NORTH CAROLINA
LICENSED UTILITY CONTRACTOR.
24. ALL WATER APPURTENANCES ARE TO BE MADE USING LEAD FREE MATERIALS. PIPE,
FITTINGS, VALVES, HYDRANTS, PIPE CLAMPS, RESTRAINTS, FLANGES, CASTINGS, REBAR,
HATCHES, INLETS, METER BOXES AND ALL OTHER CAST IRON COMPONENTS SHALL BE
MANUFACTURED IN THE USA.
25. RESTRAINED JOINTS BY AN APPROVED PIPE MANUFACTURER ARE TO BE USED FOR ALL
PUBLIC WATER LINES WHERE THRUST RESTRAINING IS REQUIRED IN ACCORDANCE WITH THE
PLANS AND MANUFACTURER'S SPECIFICATION. CONCRETE THRUST BLOCKS ARE PERMITTED
ONLY WHERE CONNECTIONS ARE MADE TO EXISTING WATER LINES OR WHERE THE USE OF
MECHANICAL RESTRAINT IS NOT FEASIBLE.
26. ALL FIRE HYDRANTS, VAULTS, BACKFLOW PREVENTERS, HOT BOXES AND WATER METERS
ARE TO BE INSTALLED ON RELATIVELY FLAT AREAS OUTSIDE OF PAVEMENT.
27. TAMPERING WITH OR ILLEGAL USE OF THE PUBLIC WATER SUPPLY WILL RESULT IN
SUSPENSION OF WATER SERVICE, INCLUDING DOMESTIC AND COMMERCIAL, UNTIL FINAL
APPROVAL BY THE CITY IS ISSUED. A PERSON FOUND TO BE USING WATER ILLEGALLY
SHALL BE SUBJECT TO PENALTIES OR FINES, AS PRESCRIBED AND APPROVED BY CITY
COUNCIL.
TESTING & INSPECTION:
1. NOTIFY THE CITY OF HENDERSONVILLE AND ENGINEER AT LEAST 5 WORKING DAYS BEFORE
STARTING CONSTRUCTION OF WATER FACILITIES TO SCHEDULE A PRE -CONSTRUCTION
CONFERENCE. THE ENGINEER SHALL PERIODICALLY INSPECT THE PROGRESS OF
INSTALLATION AT A MINIMUM AND SHALL COMPLETE A FINAL WATER CERTIFICATION.
2. ALL CHANGES TO THE APPROVED CONSTRUCTION PLANS AND SUBMITTALS MUST BE
APPROVED IN WRITING BY THE CITY PRIOR TO IMPLEMENTATION IN THE FIELD.
3. THE CONTRACTOR SHALL FURNISH SECURE AND PROVIDE ALL NECESSARY TESTING
MATERIALS, EQUIPMENT, LABOR. THE CONTRACTOR SHALL COORDINATE TESTING, FLUSHING,
DISINFECTION, AND BACTERIOLOGICAL SAMPLING WITH CITY INSPECTOR.
4. THE ENGINEER OR CONTRACTOR SHALL NOTIFY THE CITY CONSTRUCTION INSPECTORS 72
HOURS (MINIMUM) PRIOR TO ANY WATER MAIN OR TESTING OPERATIONS. AT A MINIMUM
CITY STAFF SHALL BE NOTIFIED PRIOR TO TAPS, TESTING, FLUSHING, DISINFECTION, AND
SAMPLING.
5. PRESSURE TEST WATER MAINS TO 200 PSI MIN. FOR A MINIMUM OF TWO HOURS IN
ACCORDANCE WITH CITY REQUIREMENTS AND AWWA C600.
6. DISINFECT WATER LINES AND PROVIDE ACCEPTABLE BACTERIOLOGICAL TEST FROM A
CERTIFIED TESTING LABORATORY IN ACCORDANCE WITH CITY REQUIREMENTS AND AWWA
C651. THE CONTRACTOR MAY ELECT TO USE THE CITY'S CERTIFIED TESTING LABORATORY.
7. PRIVATELY OWNED FIRE SYSTEMS SHALL BE APPROVED BY THE APPROPRIATE LOCAL
PERMITTING AUTHORITY. THE CITY ENGINEERING OR WATER AND SEWER DEPARTMENTS ARE
NOT RESPONSIBLE FOR ENSURING COMPLIANCE WITH APPROPRIATE FIRE PROTECTION
REGULATIONS. THE CITY DOES NOT PROVIDE ANY GUARANTEE OF ITS WATER SYSTEM'S
CAPABILITY TO DELIVER WATER FLOW AND RESIDUAL PRESSURE THE FIRE PERMITTING
AUTHORITY MAY REQUIRE.
8. ALL BACKFLOW PREVENTION ASSEMBLIES SHALL BE USC APPROVED AND REVIEWED BY
THE CITY'S. PROTECTION OF THE PUBLIC WATER DISTRIBUTION SYSTEM SHALL BE
ASSURED BY INSPECTION OF THE INSTALLATION AND TESTING OF BACKFLOW PREVENTION
DEVICES IN ACCORDANCE WITH APPROPRIATE LOCAL, STATE, AND FEDERAL REGULATIONS.
9. CONSTRUCTION WATER SOURCING MUST BE APPROVED IN WRITING BY THE CITY.
CONSTRUCTION WATER CONNECTIONS SHALL BE PAIRED WITH AN IRRIGATION METER AND
APPROVED BACKFLOW PREVENTION ASSEMBLY. THIS ASSEMBLY INSTALLATION MUST BE
TESTED BY A LICENSED PLUMBER AND TEST RESULTS SUBMITTED TO THE CITY BEFORE
USE OF CONSTRUCTION WATER.
10. SECURE FINAL WRITTEN ACCEPTANCE FROM THE CITY OF HENDERSONVILLE PRIOR TO
ACTIVATION OF THE SYSTEM. WATER SERVICE WILL NOT BE PROVIDED UNTIL WRITTEN
ACCEPTANCE OF THE SYSTEM IS ISSUED BY THE CITY.
11. THE ENGINEER SHALL SUPPLY THE CITY WITH FINAL AS -BUILT DRAWINGS AND COMPLETE
ALL PROJECT CLOSE OUT REQUIREMENTS.
THE STANDARD WATER DETAILS ARE FOR THE SOLE USE OF PROJECTS DIRECTLY FOR, OR THOSE PROJECTS IN WHICH OWNERSHIP WILL
BE TRANSFERRED TO THE CITY OF HENDERSONVILLE. THESE TYPICALS ARE INTENDED TO SHOW THE CITY OF HENDERSONVILLE'S
EXPECTATIONS FOR THE GENERAL LAYOUT, ARRANGEMENT, AND THE QUALITY OF EQUIPMENT AND MATERIALS FOR WATER DISTRIBUTION
SYSTEM ITEMS AND THEIR RELATED APPURTENANCES. IT REMAINS THE SOLE RESPONSIBILITY OF THE ENGINEER IN RESPONSIBLE CHARGE
(ERC) OF EACH APPLICATION TO DETERMINE, DESIGN TO, AND CERTIFY TO THE DESIGN PARAMETERS FOR EACH INSTALLATION. THE ERC
MUST ALSO ENSURE THE DESIGN COMPLIES WITH THE MINIMUM DESIGN CRITERIA OF NC DIVISION OF ENVIRONMENTAL QUALITY AND ALL
LOCAL AND STATE LAWS AND REGULATIONS.
DATE: 03/14/2019 WD DWG. NO. 1
ISCALE: NOT TO SCALE I
City of Hendersonville Engineering Department
305 Williams Street
Hendersonville, NC 28792
[phone] (office)
www.cityofhendersonville.org
WATER DETAILS
GENERAL NOTES
NO. I DATE I BY
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ODOM, MARSHA A
SANITARY SEWER MANHOLE I I \ PIN: 9650079059
TOP EL: 2086.45 1/2" OTIPF I DB: 1032 PG: 81 I
EXISTING GRAVEL DRIVE TO \ BUSH, RONALD E; BUSH, JOYCE R
\
I I REMAIN (TYP.) SINCLAIR, FROSTY A; FROSTY A SINCLAIR \ BENNETT, LARRY; THE LARRY AUSTIN, BRUCE; AUSTIN, THERESA \ PIN: 9650174702 ADAMS, BRYAN; ADAMS,
F—N DB:534 PG:389
REVOCABLE TRUST \ BENNETT LIVING TRUST PIN: 9650173407 STEFANIEPIN: 9650068876 PIN: 9650171258 DB: 1586 PG: 673 PIN: 9650176986
EXISTING 50' WIDE DB:1431 PG:204 DB: 3259 PG:154 DB: 1616 PG: 518
^---��ON LINE I EXISTING 50' WIDE \ /
A HIGH PRESSURE I
�' I �" GAS EASEMENT \ \ I HIGH PRESSURE
I GAS EASEMENT DIT' OTIPF _--___- _ 1/ " RBF /
OW @/i TRBF 1/2" OTIPF 1}2/�'�OTIPF
EXISTING WATER LINE I I BLUE pAJ __ -- --- 368.30'
1 361.91' 15.75' .60' — T _
UM
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I.E.: 2 89 1 _ — — - -- ------ — — 396.76 2 — - — - _ - — — - — — — —— ,
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EXISTING 15" RCP TO I. 1. 4' ' __ / -2105-I I \ \ \\\\`� �� LOT _ \==____� = -- --_ �_ \ / := ^ NDSCAPI OTIPF
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I� �---7 - - - ----------------------------------LOT 1/�-/--1----� --�� PIN: 9650161982 I �,� _ \� ` ` --- �j%% �''�//i'% 212° �, : ^\\ /'' \\ /% ' 00o,
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N w v 01 PIN: 9650069662 / 212 \, SPANO &ASSOCIATES
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`DB:3278 PG:574 / Z — ----
/ ----- — --- PIN: 9650175207 __---___---
2120-7—
o�_ DB: 3278_ PG: 574 _ —2115—
♦ SANITARY SEWER MANHOLE I I I I Iz: 1 I ` I \, I. < / m - - - - - - - _ _ _ - _ _ - - - _ ♦ �iI / -'/ \
TOP EL: 2084.72' c� i \ I \ \ I / 2115- A,-
12" PVC IN (SE) I.E.: 2077.53' sI \ EXISTING PROPERTY LINE,12" PVC OUT (NW) I.E.: 2077.49' ?y\\\� \ \ \ \ � \ 1---------- /\ TROUT WATERSNEAR CENTERLINE OF \ �' -' BUFFER (TYP.)
EXISTING 16' \�_ \ I =R_ _---_ .-I I A I \\\\ f 1/2" RRFZi - ,�\ii�WIDE ROADWAY 1 �� "� EXISTING 16 WIDE ROADWAY \ _ =2,1D= �— - '\___ \021- - - --M021- - - - -M021-M\ \ \ / /it ASPHALT - / TO R MAIN BLUE °\ DRm 'Zoos' �r�_---------��° ==rI GAgSTUe \� '' �\II/////��fLE\2,oLs4 --- -- �' --1 /�///r/ I I^ f —�iG 30 PERENNIAL
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I INI� I \ \ '°° l I 1 PIN: 9650161443 ��� �_ s"ti�� / / : '<�'�_-z
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SANITARY SEWER MANHOLE I I \ \\ ` \ I I ( ) °— - ''� \'1 05 OF UNNAMED TRIBUTARY TO
k*YD \ _� \ \ ✓�/Ir — REMAIN TYP. /, -- ,�, / /,�/ `� —� \\rr.\\\l �N��' ��
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12" PVC OUT (NW) I.E.: 2077.93' ti /
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12" PVC OUT (NW) I.E.: 2078.72' I o �70.96'
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SANITARY 093.61' TOPEL2 19W9R MANHOL
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PIN: 9650059838 1 1 18 48"E / / / / I I I I I I tih lr POST FOUND
DB: 28 PG: 552I I III \ 34 6 ��— ' / // /�/1�
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PIN: 9650164056 �� ��° PIN: 9650262638
I I o/ RBF TOP EL: 2110.75 MANHOLE DB: 824 PG: 213
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TOP OF STREAM BANK.
REVISION DESCRIPTION
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SEE DETAILS FOR TYPICAL PAVEMENT REPAIRED IN ACCORDANCE ►"�1
FINISHED GRADE PAVEMENT REPLACEMENT SECTIONS WITH NCDOT DETAIL 654.01 IPE PRODUCTS O
TRACE -SAFE CONNECTOR #107 VAL X (H20)
IN- N TH LOCATING CDP OR APPROVED E U
AND MOUNTING H OUNT TO
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CONCRETE" CLASS B CONCRETE THRUST*4t'
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ISHED GRADE IN UNPAVED �1
UNDI!3TURBED IN PA (SEE INSTALLATION DETAIL)
BACKnLL SHALL BE COMPACTED ro THE REQUIREMENTS OF THE NOTES BELOW.CONTINUOUS TRACER WIREBACKFILL SHALL BE COMPACTED ABC AS\%\/r h�
AS SPECIFIED BELOW - v
('ONTINUOUS TRACER WIRE - SPECIFIED UNDER NCDOT SECTION 1008./\/��\\/�\�j\//�\�j\\�\\�
DUCTILE IRON AS SPECIFIED BELOW
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io o REQ D. FOR WIRE PENETRATION GATE VALVE O Q+
HIGH DENSITY (SEE INSTALLATION DETAIL)
PLASTIC VALVE
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a D.I. CL. 350 WATER LINE o o
1. TRENCHES I7(CAVATED OUTSIDE EXISTING ROAD AND RAILWAY RIGHTS-OF-WAY SHALL BE BE BACKFILLED WITH COMMON BACKFILL MATERIAL CONSISTING OF
EAPPROXIMATELY HORIZONTAL LAYERS. MATERIAL SHALL BE FREE OF ROOTS, STONES, AND DEBRIS. ALL MATERIAL SHALL HAVE AN IN-PLACE DENSITY OF AT XCAVATED MATERIALS EXCEPT HIGHLY ORGANIC SILTS AND CLAYS AND TAMPED THOROUGHLY. FILL SHALL BE DEPOSITED IN SUCCESSIVE, UNIFORM, 1. THIS TRENCH BACKFILL DETAIL APPLIES TO AREAS UNDER PAVEMENT AND AREAS WHERE THE TRENCH IS WITHIN FIVE (5) FEET OF MAIN o o
W Q
LEAST 85% OF MAXIMUM DRY DENSITY (STANDARD PROCTOR) OR AS APPROVED BY THE ENGINEER. COMMON BACKFILL SHALL NOT CONTAIN STONE THE EDGE OF PAVEMENT. ISI
BLOCKS, BROKEN CONCRETE, MASONRY RUBBLE, OR OTHER SIMILAR MATERIALS. IT SHALL HAVE PHYSICAL PROPERTIES SUCH THAT IT CAN BE READILY 2. COMPACTION OF THE BACKFILL SHALL BE ACHIEVED THROUGH THE USE OF AN APPROVED VIBRATORY PLATE TAMPER OR ROLLER. XISTING MAIN
SPREAD AND COMPACTED DURING FILLING. SNOW, ICE, AND FROZEN SOIL WILL NOT BE PERMITTED. RESTRAINED DIMJ OR FORD STAINLESS STEEL w W
WHERE EXCAVATED MATERIAL, AFTER REMOVAL OF ROCKS, STUMPS, PLANT MATERIAL, AND OTHER EXTRANEOUS MATERIAL AND PROPER DEWATERING, DRYING, 3. COMPACTION TESTING OF THE BACKFILL SHALL BE PROVIDED, DIRECTED AND COORDINATED BY THE OWNER. INTERVALS OF TESTING YDRANT "TEE" TAPPING SLEEVE W
SHALL BE AT THE TOTAL DISCRETION OF THE OWNER AND MAY BE CHANGED AT ANY TIME.
PROTECTION, AND STORAGE OF THE EXCAVATION BY THE CONTRACTOR, CANNOT BE PREPARED TO MEET THE REQUIREMENTS FOR COMMON BACKFILL, DUE �+
TO THE NATURE OF THE MATERIAL (E.G., EXCESSIVE ROCK, MUCK, ORGANICS, CLAY, SILT, OR OTHER MATERIAL), AND AS DETERMINED BY THE ENGINEER, IF A TEST DOES NOT PASS, THE CONTRACTOR SHALL REMOVE THE DEFECTIVE BACKFILL, REDO THE WORK AND THE AREA WILL BE APPROVED RESTRAINT DEVICE ELEVATION I�
THE UNACCEPTABLE EXCAVATION SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR AND REPLACED BY IMPORTED BACKFILL RETESTED. THE CONTRACTOR SHALL BE AWARE OF THE LEVEL OF COMPACTION REQUIRED. NOTES: MEGALUG OR EQUAL onQ
MEETING THE REQUIREMENTS OF STRUCTURAL BACKFILL. IMPORTED STRUCTURAL BACKFILL SHALL BE FREE OF ORGANICS, ROOTS OR OTHER DELETERIOUS
MATERIALS AND SHALL NOT CONTAIN MORE THAN FIVE PERCENT (BY WEIGHT) ORGANIC MATERIAL, HAVE A PLASTICITY INDEX (PI) GREATER THAN 25, OR IF THE WORK IS SUSPECT TO BE DEFECTIVE BY THE OWNER, THE WORK SHALL BE RETESTED. 1. TOP OF COVER SHALL BE STAMPED "WATER"
HAVE A MAXIMUM DRY DENSITY LESS THAN 90 POUNDS PER CUBIC FOOT. IMPORTED STRUCTURAL FILL SHOULD CONSIST OF MATERIAL CLASSIFIED AS ML, O
CL, SC, OR SM, OR BETTER PER ASTM D-2487 AND BE CAPABLE OF BEING COMPACTED TO 85% STANDARD PROCTOR. THE WATER CONTENT OF THE BACKFILL MATERIAL SHALL ALSO BE TESTED AND RECORDED FOR EACH TEST COMPLETED. THE 2. VALVE PAD REQUIREMENTS SHALL NOT BE APPLICABLE FOR PAVED SURFACES. a/
CONTRACTOR WILL BE ALLOWED TO ADD WATER TO THE BACKFILL MATERIAL IN ORDER TO OBTAIN THE OPTIMUM WATER CONTENT. NOTE:
2. THE WATER LINE SHALL HAVE A MINIMUM OF 3' OF COVER AT FINISHED GRADE. HOWEVER, THE CONTRACTOR WILL NOT BE ALLOWED TO UTILIZE THE ADDITION OF WATER AS A MEANS OF COMPACTION. 3. PAVEMENT REPAIR SHALL MATCH EXISTING ROAD PAVING SECTION. SEE NCDOT
FURTHERMORE, SHOULD THE BACKFILL MATERIAL BE FOUND TO HAVE WATER CONTENT RATIOS WHICH IN THE OPINION OF THE ASPHALT REPAIR DETAIL # 654.01. 12" X 12" AND 16' X 16" TAPPING SLEEVES ARE NOT ALLOWED. TABLE A-1 Trl v�
TRACER WIRE WILL BE A 19 GAUGE, TIN COATED, COPPER CONDUCTOR WITH POLYETHYLENE INSULATION. CORE MATERIAL COMPRISED OF HIGH -TENACITY, ENGINEER OR THE OWNER PREVENTS THE APPROPRIATE COMPACTION OF THE TRENCH, THE CONTRACTOR SHALL REMOVE ALL F�••I v�
WOVEN POLYESTER WITH WATER BLOCKING YARNS ENCAPSULATED IN 30 MIL. BLUE HDPE JACKET PROVIDING CORROSION RESISTANCE, FLEXIBILITY, IMPACT DEFECTIVE MATERIAL AND UNDERTAKE THE NECESSARY CORRECTIVE WORK. 4. WHEN OPERATING NUT DEPTH EXCEEDS 3'-0" BELOW FINISHED GRADE, PROVIDE EXTENSION STEM WITH TBD
STRENGTH AND 1800 LBS. TENSILE STRENGTH. TRACER WIRE WILL NOT CONDUCT AN ELECTRICAL CURRENT WHEN STRUCK BY LIGHTNING AND IS DESIGNED STANDARD 2" SQUARE OPERATING NUT. TOP OF NUT SHALL BE WITHIN 5" TO 9" OF FINISHED GRADE.
FOR DIRECT BURY AND DIRECTIONAL BORING APPLICATIONS. WHEN SPLICES AND LATERAL CONNECTIONS ARE MADE, ONLY GEL FILLED CONNECTORS 4. THE WATER LINE SHALL HAVE A MINIMUM OF 3' OF COVER AT FINISHED GRADE.
DESIGNED FOR WIRE WITH WOVEN POLYESTER FIBER CORE ARE TO BE USED. TRACER WIRE AND CONNECTORS SHALL BE TRACE -SAFE® WATER BLOCKING 5. TRACER WIRE WILL BE A 19 GAUGE, TIN COATED, COPPER CONDUCTOR WITH POLYETHYLENE INSULATION. NOTE;_
TRACER WIRE AND RELATED CONNECTORS, MANUFACTURED BY NEPTCO, INC., OR EQUIVALENT APPROVED BY ENGINEER, AND PRODUCED IN THE UNITED 5. TRACER WIRE WILL BE A 19 GAUGE, TIN COATED, COPPER CONDUCTOR WITH POLYETHYLENE INSULATION. CORE MATERIAL COMPRISED CORE MATERIAL COMPRISED OF HIGH -TENACITY, WOVEN POLYESTER WITH WATER BLOCKING YARNS
STATES OF AMERICA. OF HIGH -TENACITY, WOVEN POLYESTER WITH WATER BLOCKING YARNS ENCAPSULATED IN 30 MIL. BLUE HDPE JACKET PROVIDING ENCAPSULATED IN 30 MIL. BLUE HDPE JACKET PROVIDING CORROSION RESISTANCE, FLEXIBILITY, IMPACT 1. CONCRETE SHALL BE 3000 PSI.
CORROSION RESISTANCE, FLEXIBILITY, IMPACT STRENGTH AND 1800 LBS. TENSILE STRENGTH. TRACER WIRE WILL NOT CONDUCT AN STRENGTH AND 1800 LBS. TENSILE STRENGTH. TRACER WIRE WILL NOT CONDUCT AN ELECTRICAL
TRACER WIRE SHALL BE EXTENDED ALONG ALL WATER LINES, FITTINGS, VALVES, SERVICES, AND HYDRANTS. LOCATING CLIPS SHALL BE PROVIDED AT ALL ELECTRICAL CURRENT WHEN STRUCK BY LIGHTNING AND IS DESIGNED FOR DIRECT BURY AND DIRECTIONAL BORING APPUCATIONS. CURRENT WHEN STRUCK BY LIGHTNING AND IS DESIGNED FOR DIRECT BURY AND DIRECTIONAL BORING 2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF `}
VALVES, HYDRANT VALVES AND METER BOXES. THE CONTRACTOR SHALL DUCT TAPE TRACER WIRE ON CROWN OF WATER LINE EVERY FIVE FEET. WHEN SPLICES AND LATERAL CONNECTIONS ARE MADE, ONLY GEL FILLED CONNECTORS DESIGNED FOR WIRE WITH WOVEN POLYESTER APPLICATIONS. WHEN SPLICES AND LATERAL CONNECTIONS ARE MADE, ONLY GEL FILLED CONNECTORS MECHANICAL JOINT FITTINGS BY THE INSTALLATON OF � /
FIBER CORE ARE TO BE USED. TRACER WIRE AND CONNECTORS SHALL BE TRACE -SAFE& WATER BLOCKING TRACER WIRE AND DESIGNED FOR WIRE WITH WOVEN POLYESTER FIBER CORE ARE TO BE USED. TRACER WIRE AND POLYETHYLENE FILM PLACED BETWEEN THE FITTINGS AND
RELATED CONNECTORS, MANUFACTURED BY NEPTCO, INC., OR EQUIVALENT APPROVED BY ENGINEER, AND PRODUCED IN THE UNITED CONNECTORS SHALL BE TRACE -SAFE® WATER BLOCKING TRACER WIRE AND RELATED CONNECTORS, POURED CONCRETE. ui J
STATES OF AMERICA. MANUFACTURED BY NEPTCO, INC., OR APPROVED EQUIVALENT, AND PRODUCED IN THE UNITED STATES OF O
AMERICA. 3. SEE TABLE A-1 FOR AREA OF CONCRETE REQUIRED FOR MAIN
TRACER WIRE SHALL V EXTENDED ALONG ALL WATER DIVES, ORES. T, VALVES, SERVICES, AND HYDRANTS. LOCATING CLIPS SHALL SIZED 6 -INCH THROUGH 16 -INCH.
BE PROVIDED AT ALL VALVES, HYDRANT VALVES AND METER BOXES. THE CONTRACTOR SHALL DUCT TAPE TRACER WIRE ON CROWN
OF WATER LINE EVERY FIVE FEET. U— W O
DATE: 01/12/2019 WD DWG. NO. 2 DATE: 01/12/2019 WD DWG. NO. 3 DATE: 01/12/2019 WD DWG. NO. 5 DATE: 01/12/2019 WD DWG. NO. 6
,NDERs ,14DERs ENDERS �NDERs
SCALE: NOT 10 SCALE WATER TRENCH CONSTRUCTION o uti Ste` NOT 10 SCALE WATER TRENCH CONSTRUC-PION o °tip SCALE' NOT TO SCALE o Dti� SCALE: NOT TO SCALE STANDARD TAPPING SLEEVE o Dti�
City of Hendersonville Engineering Department F ' Cit of Hendersonville Engineering Department �City of Hendersonville Engineering Department Cit of Hendersonville Engineering Department qt.VALVE INSTALLATION DETAIL ry
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305 Williams Street ( m OUTSIDE PAVEMENT u - m 305 Williams Street UNDER PAVEMENT u `�'• 305 Williams Street V ---,• m 305 Williams Street AND VALVE ASSEMBLY u m
Hendersonville, 28792 Hendersonville, NC 28792 Hendersonville, NC 28792 Hendersonville, NC 28792 � ,
1(828) 697-3000 (office) �� 1(828) 697-3000 (office) �y � [phone] (office) �� 2 [phone] (office)
www.citvofhendersonville.org 1847 www.citvofhendersonville.org 1847 www.ciNrn ofhendersonville.o1847 www.citvofhendersonville.org 1847 Z
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' BLE SERVICE PIPE \\ � JTiREADEDxSL G
p CROSS—LINKED PO L \/\/\/\// l�\�\��\�\\�j \ Z J
Lu CNH TO 2" METER
STONE UNDER LL O IN 2" METE PLAN ( f) Q z
NOT TO SCALE O
1000—NL AIR RELEASE V n/ 000—NL (SEE WATER DETAIL D 0LLJ
Q _j
CORPORAT
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SERVICE SAD 4 STAINLESS 2 SERVICELLI
STEEL BALE, NUTS AN S �/ CROSS—UNKED POLY PIPE 0 C `)
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.EEL BALE, NUTS AND
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� �� � INSTALLATON� J
NOTES,' O c 1. THE CITY OF HENDERSONVILLE SHALL INSTALL WATER METERS
1. PIPE
SIZE OFOTFITTINGS SIZE HE PROPOSED NR SHALL MATCH THE
VALVE E AS SERVICE TAPS ARE APPLIED FOR. �> �\\ \ \\��\\ \\� \\�\\��\moi I I I
TO BE INSTALLED. 0 y 2 CEXTEND
O PER CONDUCTOOR WITH POLYETHRE FROM MAIN YLENE INSULATION. CORE MATERIAL COMPRISEDTER BOX. WIRE NOT SHOWN FOR OFF HIGHITY. TRACER -TENACITY, WOVEN POLYESTER WITH WATER > d W
IRE WILL BE A 19 GAUGE, TIN COATED,
O \ / \\/ / \\ /\j\\\. /r
2. LOCATION TO BE THE SAME AS METER BOX C-i,� o BLOCKING YARNS ENCAPSULATED IN 30 MIL. BLUE HDPE JACKET; PROVIDING CORROSION RESISTANCE, FLEXIBILITY, IMPACT STRENGTH o �\ / \\�\� \\!\ % \`
DETAILS. N c DESIGNEDND OFORD ECTLE STRENGTH. BURY AND DIRECTIONACER L11RE WILL NOT BORING APPLICATIONS. WHEN SPLICES ANDAN ELECTRICAL RRENT WHEN LATERAL CONNECTIONUCK SYARE MADE, ONLY IS c d N H=-
3.
3. TRACER WIRE NOT SHOWN FOR CLARITY. eu U 0 GEL FILLED CONNECTORS DESIGNED FOR WIRE WITH WOVEN POLYESTER FIBER CORE ARE TO BE USED. TRACER WIRE SHALL BE b U o c = Lu
I
TRACER WIRE SHALL BE CONNECTED TO c Z o TERMINATED IN METER BOX AT MOUNTED TRACE -SAFE® LOCATING CLIP, MOUNTED A MAXIMUM OF 3" FROM TOP OF BOX WITH 304 SS Z p W
WATER MAIN TRACER USING CONNECTORS c E Qi c BOLT. TRACER WIRE AND CONNECTORS SHALL BE TRACE -SAFE® WATER BLOCKING TRACER WIRE AND RELATED CONNECTORS, c E m C)
APPROVED BY THE MANUFACTURERS.
W m = co iMANUFACTURED BY NEPTCO, INC., OR EQUIVALENT APPROVED BY ENGINEER, AND PRODUCED IN THE UNITED STATES OF AMERICA. m m � m
y m
= 000, L n c
(SEE VALVE BOX INSTALLATION) r rn
2" HARD TEMPERED, STRAIGHT TYPE "K"
O c LO m c O c � 0 2_ COPPER OR BRASS
4. ACTUAL LOCATION OF AIR RELEASE VALVE o 0 aO po o o m ao
SHALL BE COORDINATED WITH THE CITY AND NQ ro v a N p y M m v 2" PEX 2" PEX L
PROPERTY OWNER. \ F _ N F _
~
rJ U 15 SPOOL PIECE 06 W m > >
ACTUAL METER
Z W W W
6 - HED STONE 0 BE INSTALL , , W
UNDER M — BY COH) Q z LY] z Q �
ELEVATION m o z w LD LD Z o
NOT TO SCALE Q Q W Q W 0 J 00
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DATE: 01/12/2019 WD DWG. NO. 10 rDE RS
2
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A o
�• NOT TO �� 2" METER BOX
City ofHenderso WillEnsStrengDepartment AND INSTALLATION u �,•tI� m
305 Williams Street
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Hendersonville, NC 28792
[phone] (office)
01
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www.cityofhendersonville.org 1847
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4/30/201911:13:46 AM, mpomraning
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NO. I DATE I BY I REVISION DESCRIPTION

FIRE HYDRANT
STORZ NOZZLE
0
�O iv 24" X 24" X 6"
O O CLASS B CONCRETE PAD
Of
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A C.Y. OF #57
WASHED STONE (TYP)!�,
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RESTRAINED JOINT
i•1
AWWA C153
I OFFSET
CONNECTOR PIPE
bow
M
J
6"X6" 6"X12" 6"X24"
A 16" 1 30" 41-
B 6" 1 12" 24"
SIZE 6" DIA. X OFFSET
RESTRAINED JOINT—
RESTRAINED JOINT
SPLIT GLAND
PRESSURE
CLASS 350
DI PIPE
"WATER"
INTO TOP
X 24" X 6"
;S B CONCRETE PAD
r—FINISHED GRADE
VALVE
ILLATION DETAIL
STRAINED JOINT
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\—AWWA C153
DI OFFSET CONNECTOR PIPE
O.D. OF 6"
AWWA C153 RESTRAINED JOINT M
DI PIPE=6.90"
M.J. CONNECTION WITH IRON
RESTRAINED JOINT
RETAINING GLAND M.J. RESTRAINT E
A (SEE RESTRAINT DETAIL) r
co
TOTAL LENGTH OF OS PIPE
p N o
m w a a
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N >
NOTES: (.) 0 C.
1. SEE FIRE HYDRANT STANDARD INSTALLATION M. Z N
DETAIL FOR ADDITIONAL REQUIREMENTS. cE d o
W M=M c
2. ALL VALVES AND HYDRANTS SHALL HAVE M.J. O > N 0
w
CONNECTIONS WITH IRON RETAINING GLAND M.J. c
RESTRAINT. p Q N a a N 'D
3. FIRE HYDRANT OFFSET CONNECTOR SHALL BE N r ac) 3
PLACED AS APPROVED BY THE ENGINEER. _
4. OFFSET CONNECTOR SHALL NOT BE BACK o
FILLED UNTIL INSPECTED AND APPROVED BY
ENGINEER. F< CJ
G
USE 4" X 16" X 8" SOLID
CONCRETE BLOCKS UNDER BEND
ON #57 WASHED STONE BASE LAYER
(6" MIN)
NOTES:
1. FIRE HYDRANTS SHALL BE RATED TO A MINIMUM 250 PSI WORKING PRESSURE IN
ACCORDACE WITH AWWA C-502 UNLESS SPECIFIED AS 350 PSI BY THE CITY. HYDRANTS
SHALL HAVE A 51f–INCH BARREL AND STORZ CONNECTION.
2. ALL VALVES AND HYDRANTS SHALL HAVE M. J. CONNECTIONS WITH IRON RETAINING
GLAND M.J. RESTRAINT.
3. FIRE HYDRANT SHALL BE FACTORY PAINTED YELLOW, WITH FIELD PAINTED TOUCH–UP,
BEFORE PROJECT IS ACCEPTED.
4. HYDRANT VALVE SHALL BE PLACED AS CLOSE AS POSSIBLE TO THE MAIN, BUT DO NOT
PLACE VALVE IN PROPOSED OR EXISTING CURB AND GUTTER. IF THE STREET IS SOIL
AND NO PAVING IS TO BE DONE AT THIS TIME, THE LOCATION OF THE VALVE IS TO BE
DETERMINED BY THE ENGINEER.
5. FIRE HYDRANTS SHALL BE PLACED AS DIRECTED BY THE ENGINEER.
6. HYDRANT BRANCH SHALL NOT BE BACK FILLED UNTIL INSPECTED AND APPROVED BY
THE ENGINEER.
7. GATE VALVE AND BOX SHALL BE IN ACCORDANCE WITH STANDARD DETAIL.
8. HYDRANT EXTENSIONS AND/OR OFFSETS SHALL BE APPROVED BY THE ENGINEER.
9. FIRE HYDRANTS WHICH HAVE BEEN INSTALLED MUST BE TAGGED "OUT OF SERVICE" AND
BAGGED, UTILIZING A RED CANVAS BAG WITH WHITE LETTERING, UNTIL SUCH TIME AS THE WATER
MAIN TO WHICH CONNECTED IS DISINFECTED AND CONNECTED TO THE ACTIVE WATER SYSTEM.
DATE: 04/24/2019 WD DWG. NO. 12
SCALE: NOT M SCALE
City of Hendersonville Engineering Department
305 Williams Street
Hendersonville, NC 28792
[phone] (office)
www.cityofhendersonville.org
FIRE HYDRANT
STANDARD INSTALLATION
DETAIL
JOINT RESTRAINT
(SEE RESTRAINT DETAIL)
06
SECTION "B -B"
FRONT VIEW SECTION "A -A"
IRON RETAINING GLAND M.J. RESTRAINT
NOMINAL
PIPE SIZE
I- 2' MIN.
BOLTS
QUANTITY
RATING
6"
FIRE HYDRANT
6
350
8"
4
6
5-1/4" STORZ NOZZLE
WORD "WATER"
8
8
350
55'
CAST INTO TOP
8"
72'
40' 17' 8' 8"X6" 30'
12"
102'
57' 24' 1 12' 12"X8" 54'
00
24" X 24" X 6"
B CONCRETE PAD
24" X 24" X 6"
z
CLASS
B CONCRETE PAD
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USE 4" X 16" X 8" SOLID
CONCRETE BLOCKS UNDER BEND
ON #57 WASHED STONE BASE LAYER
(6" MIN)
NOTES:
1. FIRE HYDRANTS SHALL BE RATED TO A MINIMUM 250 PSI WORKING PRESSURE IN
ACCORDACE WITH AWWA C-502 UNLESS SPECIFIED AS 350 PSI BY THE CITY. HYDRANTS
SHALL HAVE A 51f–INCH BARREL AND STORZ CONNECTION.
2. ALL VALVES AND HYDRANTS SHALL HAVE M. J. CONNECTIONS WITH IRON RETAINING
GLAND M.J. RESTRAINT.
3. FIRE HYDRANT SHALL BE FACTORY PAINTED YELLOW, WITH FIELD PAINTED TOUCH–UP,
BEFORE PROJECT IS ACCEPTED.
4. HYDRANT VALVE SHALL BE PLACED AS CLOSE AS POSSIBLE TO THE MAIN, BUT DO NOT
PLACE VALVE IN PROPOSED OR EXISTING CURB AND GUTTER. IF THE STREET IS SOIL
AND NO PAVING IS TO BE DONE AT THIS TIME, THE LOCATION OF THE VALVE IS TO BE
DETERMINED BY THE ENGINEER.
5. FIRE HYDRANTS SHALL BE PLACED AS DIRECTED BY THE ENGINEER.
6. HYDRANT BRANCH SHALL NOT BE BACK FILLED UNTIL INSPECTED AND APPROVED BY
THE ENGINEER.
7. GATE VALVE AND BOX SHALL BE IN ACCORDANCE WITH STANDARD DETAIL.
8. HYDRANT EXTENSIONS AND/OR OFFSETS SHALL BE APPROVED BY THE ENGINEER.
9. FIRE HYDRANTS WHICH HAVE BEEN INSTALLED MUST BE TAGGED "OUT OF SERVICE" AND
BAGGED, UTILIZING A RED CANVAS BAG WITH WHITE LETTERING, UNTIL SUCH TIME AS THE WATER
MAIN TO WHICH CONNECTED IS DISINFECTED AND CONNECTED TO THE ACTIVE WATER SYSTEM.
DATE: 04/24/2019 WD DWG. NO. 12
SCALE: NOT M SCALE
City of Hendersonville Engineering Department
305 Williams Street
Hendersonville, NC 28792
[phone] (office)
www.cityofhendersonville.org
FIRE HYDRANT
STANDARD INSTALLATION
DETAIL
JOINT RESTRAINT
(SEE RESTRAINT DETAIL)
06
SECTION "B -B"
FRONT VIEW SECTION "A -A"
IRON RETAINING GLAND M.J. RESTRAINT
NOMINAL
PIPE SIZE
WEDGES
QUANTITY
BOLTS
QUANTITY
RATING
6"
3
6
350
8"
4
6
350
12"
8
8
350
8" SIZE SHOWN 6" & 12" SIMILAR IRON RETAINING
GLAND M.J. RESTRAINT
10 BE � .:EnG SEE cAW'T RESTPH EO SEE e
DATE: 01/12/2019 WD DWG. NO. 4-1
SCALE: NOT M SCALE
City of Hendersonville Engineering Department
305 Williams Street
Hendersonville, NC 28792
[phone] (office)
www.citvofhendersonville.ora
DUCTILE IRON PIPE
RESTRAINT DETAIL
SHEET IOF2
RESTRAINED JOINT DETAIL FOR TYPICAL TEE INTERSECTION 4 WAY
INTERSECTION SIMILARLY RESTRAINED
NOTES:
1. THRUST RESTRAINT SHALL BE
INSTALLED ON DUCTILE IRON WATER
DISTRIBUTION UNES 6" THRU 12"
DIAMETER IN THE MANNER SHOWN.
2. IRON RETAINING GLAND M.J. RESTRAINT
OR OTHER FORMS OF IRON RESTRAINT
SHALL NOT BE USED ON PVC PIPE.
3. PIPE GREATER THAN 12 INCH
DIAMETER SHALL REQUIRE
RESTRAINED JOINT PIPE FOR THE
PROPER LENGTH.
4. COMPACT FITTINGS ARE ACCEPTABLE
FOR USE WITH IRON RETAINING GLAND
M.J. RESTRAINT AND OTHER FORMS
OF DI RESTRAINT.
DATE: 01/12/2019 WD DWG. NO. 4-2
SCALE: NOT TO SCALE
City of Hendersonville Engineering Department
305 Williams Street
Hendersonville, NC 28792
[phone] (office)
www.citvofhendersonville.om
5. THE MINIMUM LENGTH OF RESTRAINT INDICATED SHALL
REQUIRE ALL JOINTS WITHIN THE LR DISTANCE TO BE
RESTRAINED.
6. RESTRAINT SYSTEM SHALL BE INSPECTED AND APPROVED
PRIOR TO BACKFILLING.
7. RESTRAINT SYSTEMS MAY VARY BASED UPON THE
ENGINEERS' DESIGN AS SHOWN ON THE PLAN AND PROFILE
SHEETS.
8. GRIPPER RING AND FIELD LOK GASKETS ARE AN
ACCEPTABLE METHOD OF RESTRAINT ON DUCTILE IRON PIPE
ONLY.
9. TRACER WIRE NOT SHOWN FOR CLARITY.
WIRE SHALL BE INSTALLED PER OTHER DETAILS.
10. M.J. SHALL BE PRODUCED IN USA.
DUCTILE IRON PIPE
RESTRAINT DETAIL
SHEET 2 OF 2
REVISION DESCRIPTION
LR (MIN. LENGTH OF RESTRAINT EACH DIRECTION OF THRUST IN LINEAR FEET)
Based
on 200 psig pressure, Safety Factor of 2.0:1, BARE DI PIPE AND ML Soil, 3.5' cover
O
z
Chart does not apply to pipes wrapped in polyethylene wrap
PIPE
VALVES
90' 45' ELBOW 22-1/2'
SIZE
DEAD ENDS
ELBOWS & CROSSES ELBOWS REDUCER
W
TEES
6"
55'
31' 13' 7' 8"X2" 67'
8"
72'
40' 17' 8' 8"X6" 30'
12"
102'
57' 24' 1 12' 12"X8" 54'
10 BE � .:EnG SEE cAW'T RESTPH EO SEE e
DATE: 01/12/2019 WD DWG. NO. 4-1
SCALE: NOT M SCALE
City of Hendersonville Engineering Department
305 Williams Street
Hendersonville, NC 28792
[phone] (office)
www.citvofhendersonville.ora
DUCTILE IRON PIPE
RESTRAINT DETAIL
SHEET IOF2
RESTRAINED JOINT DETAIL FOR TYPICAL TEE INTERSECTION 4 WAY
INTERSECTION SIMILARLY RESTRAINED
NOTES:
1. THRUST RESTRAINT SHALL BE
INSTALLED ON DUCTILE IRON WATER
DISTRIBUTION UNES 6" THRU 12"
DIAMETER IN THE MANNER SHOWN.
2. IRON RETAINING GLAND M.J. RESTRAINT
OR OTHER FORMS OF IRON RESTRAINT
SHALL NOT BE USED ON PVC PIPE.
3. PIPE GREATER THAN 12 INCH
DIAMETER SHALL REQUIRE
RESTRAINED JOINT PIPE FOR THE
PROPER LENGTH.
4. COMPACT FITTINGS ARE ACCEPTABLE
FOR USE WITH IRON RETAINING GLAND
M.J. RESTRAINT AND OTHER FORMS
OF DI RESTRAINT.
DATE: 01/12/2019 WD DWG. NO. 4-2
SCALE: NOT TO SCALE
City of Hendersonville Engineering Department
305 Williams Street
Hendersonville, NC 28792
[phone] (office)
www.citvofhendersonville.om
5. THE MINIMUM LENGTH OF RESTRAINT INDICATED SHALL
REQUIRE ALL JOINTS WITHIN THE LR DISTANCE TO BE
RESTRAINED.
6. RESTRAINT SYSTEM SHALL BE INSPECTED AND APPROVED
PRIOR TO BACKFILLING.
7. RESTRAINT SYSTEMS MAY VARY BASED UPON THE
ENGINEERS' DESIGN AS SHOWN ON THE PLAN AND PROFILE
SHEETS.
8. GRIPPER RING AND FIELD LOK GASKETS ARE AN
ACCEPTABLE METHOD OF RESTRAINT ON DUCTILE IRON PIPE
ONLY.
9. TRACER WIRE NOT SHOWN FOR CLARITY.
WIRE SHALL BE INSTALLED PER OTHER DETAILS.
10. M.J. SHALL BE PRODUCED IN USA.
DUCTILE IRON PIPE
RESTRAINT DETAIL
SHEET 2 OF 2
REVISION DESCRIPTION
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