SW6240301_Plansheet - Proposed Conditions/Site Plan_20240709

PROGRESS PLOT DATE: 07/09/2024
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EASEMENT & MAINTENANCE NOTES: SITE PLAN NOTES: U)
1. UTILITY EASEMENTS SHALL BE DEDICATED EXCLUSIVELY TO HARNETT COUNTY SPECIFICALLY 1. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. a W
LEGEND: FOR THE CONSTRUCTION,OPERATION,AND MAINTENANCE OF WATER AND SEWER N ~
2. WITHIN THE SIGHT DISTANCE TRIANGLES SHOWN, NO OBSTRUCTION BETWEEN 2'AND 8'IN Q
IMPROVEMENTS. ? 0
HEIGHT ABOVE THE CURB LINE ELEVATION SHALL BE LOCATED IN WHOLE OR IN PART.
PROPERTY LINE 2. NO PERMANENT STRUCTURES SHALL BE LOCATED WITHIN AN EASEMENT. OBSTRUCTIONS INCLUDE BUT ARE NOT LIMITED TO ANY BERM, FOLIAGE, FENCE,WALL,SIGN,
EXISTING ADJOINER PROPERTY LINE OR PARKED VEHICLE.
3. THE MAINTENANCE OF DRAINAGE EASEMENTS IS THE RESPONSIBILITY OF THE DEVELOPER
PROPOSED LOT LINE I AN/OR HOME OWNER'S ASSOCIATION. 3. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL REQUIRED
- - - - - - - - - - - UTILITY EASEMENT LINE IMPROVEMENTS UNTIL SUCH TIME AS A UNIT OF GOVERNMENT,PUBLIC UTILITY,OR OTHER
GRAPHIC SCALE 4. LANDSCAPED BUFFERS,OPEN SPACE,ACCESS EASEMENTS,SIGN EASEMENTS AND COMMON LEGAL ENTITY ASSUMES RESPONSIBILITY.
CENTERLINE I FACILITIES WILL BE RETAINED,OPERATED,AND MAINTAINED BY THE DEVELOPER AND/OR THE <
SETBACK LINE 50 o z5 so ioo zoa I HOMEOWNER'S ASSOCIATION COVENANTS AND BY LAWS IN ACCORDANCE TO RELEVANT 4. IT IS THE DEVELOPERS RESPONSIBILITY TO COMPLETE THE INSTALLATION OF THE MAIL
- - - - - - - - - - -
STATE LAW. KIOSK,STREET TREES,AND ANY AND ALL OTHER REQUIRED IMPROVEMENTS. IF THE z
PHASE LINE I!!" INSTALLATION OF THESE IMPROVEMENTS AND LISTED AMENITIES IS NOT COMPLETE BY THE Coi O
5. THE DEVELOPER SHALL BE COMPLETELY RESPONSIBLE FOR THE INSTALLATION AND INITIAL TIME THAT THE COUNTY HAS ISSUED BUILDING PERMITS FOR 75%OF THE LOTS SHOWN ON D cq
s MAINTENANCE OF ALL REQUIRED BUFFERS(INCLUDING STREETSCAPE, PERIMETER, PRIME THE RECORDED PLAT WITHIN THE SUBDIVISION,THE COUNTY SHALL NOT ISSUE AN MORE J W
( IN FEET I VISTA, BERMS, ETC.)UNTIL OWNERSHIP CHANGES TO THE HOMEOWNERS'ASSOCIATION.THE BUILDING PERMITS UNTIL THE IMPROVEMENTS HAVE BEEN COMPLETED. Q
DEVELOPER IS RESPONSIBLE FOR MAINTAINING ALL REQUIRED PLANTINGS IN GOOD H
■ , II 1 inch = 50 ft. I CONDITION AT ALL TIMES. 5. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, UTILITIES AND GRADES PRIOR TO z
I I I CONSTRUCTION.CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY EXISTING -
I II 6. NO ADDITIONAL ACCESS TO SR 2033(MCLEAN CHAPEL CHURCH ROAD)SHALL BE PERMITTED DISCREPANCIES PRIOR TO COMMENCING ANY RELATED CONSTRUCTION.
NOW OR FORMERLY FOR LOTS 1 AND 14.
I � I1 6. AT LEAST 72 HOURS PRIOR TO CONSTRUCTION OR EXCAVATION THE CONTRACTOR SHALL
I I O GERALDINE BRADFORD SUBDIVISION NOTIFY"NORTH CAROLINA ONE CALL"(811)OR(1-800-632-4949)TO HAVE EXISTING UTILITIES
I I DB: 2000; PG: 375 I LOCATED. O O
I I 7. SOIL UNDER BUILDINGS AND PAVED AREAS SHALL BE COMPACTED TO STANDARD PROCTOR z
I I I MAXIMUM DRY DENSITY OR AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER.
I I 8. PAVEMENT DESIGN WILL BE APPROVED BY THE NCDOT PRIOR TO PLACEMENT. (/-�� •, ���j
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II I 'I N 9. ALL ASPHALT EDGES SHALL BE SAW CUT TO PROVIDE A GOOD LONGITUDINAL JOINT.MILL 1.5 ; �O� O�fi 9
m o FEET AT 1.5 INCHES DEEP MINIMUM TO PROVIDE A LONGITUDINAL LAP JOINT FOR FINAL SEAL
03 SURFACE LAYER. NO MILLING SHALL BE LEFT FOR A PERIOD OF TIME GREATER THAN 48 `
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10.00, D A HOURS BEFORE A STREET IS TO BE REPAVE D/RESU RFACED.
N n I SIDE PATH A `•'NGI NE '••' ��
I L (TO BE CONSTRUCTED 10.PRIOR TO STARTING CONSTRUCTION,THE GENERAL CONTRACTOR SHALL HOLD A i `•
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(TYPE B) SUBJECT TO STANDARDS OUTLINED
ON PAGE 22-23 OF THE N.C.
SUBDIVISIONS ROADS MINIMUM 4.0
CONSTRUCTION STANDARDS
MCLEAN CHAPEL CHURCH ROAD RESIDENTIAL COLLECTOR ROAD
(60' PUBLIC R/W - 18' EOP-EOP) (50' PUBLIC R/W - 20' EOP-EOP)
TYPICAL SECTION TYPICAL SECTION THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION 04 OF 23
1"=5' 1"=5' UNTIL SIGNED, DATED,AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.

PROGRESS PLOT DATE: 07/09/2024
BORE AND JACK INSTALLATION NOTES: of }
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UTILITY NOTES: FIRE PROTECTION NOTES: U)
UTILITY SEPARATION NOTES:
1. THE CONTRACTOR SHALL FURNISH ALL LABOR,MATERAILS,TOOLS, EQUIPMENT,AND
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PERFORM ALL WORK AND SERVICES NECESSARY FOR OR INCEDENTAL TO THE FURNISHING 1. ALL FIRE HYDRANTS SHALL BE HARNETT COUNTY PUBLIC UTILITIES W
1. ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH THE 7. PVC PIPE SHALL REQUIRE SLIP ON JOINTS WITH RUBBER GASKETS. 11.WHEN SERVICE LINES ARE INSTALLED UNDER ROADWAYS OR N �
AND INSTALLATION TO COMPLETE ALL BORING AND JACKING UNDER THE EXISTING ROADWA CURRENT HARNETT COUNTY STANDARD SPECIFICATIONS AND DETAILS. FITTINGS FOR 4 INCH UP TO 12 INCH SHALL BE DI PUSH JOINT IPS/PVC, s AND FIRE CODE OFFICIAL APPROVED. MINIMUM VERTICAL SEPARATION BETWEEN UTILITIES:
SIDEWALKS THEY MUST BE INSTALLED IN A CASING PIPE.4 INCH WATER Q
AS SHOWN AND AS SPECIFIED IN ACCORDANCE WITH PROVISIONS OF THE CONTRACT 2. THE LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE CLASS 250,ASTM A-536 AND F-477 OR DI MECHANICAL JOINT WITH GRIP SERVICE SHALL BE INSTALLED INSIDE SCH 40 PVC OR STEEL CASING OF 2. NO FIRE HYDRANT SHALL BE INSTALLED ON LESS THAN A 6 INCH 2'STORM SEWER/OTHER UTILITIES NOT LISTED M p
DOCUMENTS AND COMPLETELY COORDINATED WITH ALL OTHER TRADES. BASED ON FIELD LOCATIONS AND THE BEST AVAILABLE RECORDS. IT IS RINGS,CLASS 350,AWWA C110. MIN.2 INCH DIA. 1"WATER SERVICE SHALL BE INSTALLED INSIDE SCH 40 MAIN. 2'WATER MAINS(POTABLE WATER OVER POTABLE WATER)
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK PERFORMED BY THE THE UTILITY CONTRACTOR'S RESPONSIBILITY TO FIELD-VERIFY ACTUAL 8. ALL TAPPING SLEEVES SHALL BE CONSTRUCTED WITH STAINLESS STEEL PVC OR STEEL CASING OF MIN.3 INCH DIA.2"WATER SERVICE SHALL BE 3. HYDRANTS SHALL HAVE(2)2 z INCH AND(1)4' INCH CONNECTIONS 2'RECLAIMED WATER LINES(POTABLE WATER OVER RECLAIMED
SUBCONTRACTOR TO MEET ALL NCDOT REQUIREMENTS AND SATISIFY ALL REQUIREMENTS LOCATIONS PRIOR TO BEGINNING CONSTRUCTION. REPORT ANY MATERIAL AND MEET THE REQUIREMENTS ESTABLISHED IN AWWA INSTALLED INSIDE SCH 40 PVC OR STEEL CASING OF MIN.4 INCH DIA. WITH THREADS OF THE NATIONAL PIPE THREAD TYPE. WATER)-3'FINAL EARTH GRADE
OUTLINED IN HRW SPECIFICATIONS. DISCREPANCIES TO THE ENGINEER. STANDARD C223-02.TAPPING SLEEVES SHALL BE ROMAC MODEL SST OR CASINGS SHALL BE SET A MINIMUM OF 3 FEET BELOW FINISHED GRADE. 4. THE UPPER HYDRANT OPERATION STEM WITHIN THE BONNET 2'SANITARY SEWER
3. THE CONTRACTOR SHALL REPAIR ANY AND ALL DAMAGES TO EXISTING STREET PAVEMENT 3. UTILITY AND GRADING CONTRACTORS SHALL CALL THE FOLLOWING APPROVED EQUAL MADE OF STAINLESS STEEL MATERIAL MEETING OR 12.JOINTING SYSTEMS SHALL BE ELASTOMERIC GASKET TYPE JOINTS OR SHALL BE SEALED AND LUBRICATED BY MEANS OF AN OIL OR CROSSING A WATER MAIN OVER A SEWER.
OR RIGHT-OF-WAY CAUSED BY THE BORING AND JACKING PROCEDURE. UTILITY LOCATION SERVICES AT LEAST 48 HOURS PRIOR TO BEGINNING EXCEEDING THE REQUIREMENTS OF ANSI/AWWA C220.CAST IRON PUSH ON JOINTS PROVIDING A WATER TIGHT SEAL.GASKETS FOR GREASE BATH, UNLESS OTHERWISE APPROVED.THE OPERATING WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS OVER A
4. AREAS WHERE BORE PITS ARE DUG SHALL BE RESTORED TO THE SAME CONDITION BEFORE CONSTRUCTION: NORTH CAROLINA ONE CALL-[phone]. TAPPING SLEEVES ARE NOT PERMITTED. FLANGED JOINTS SHALL CONFORM TO ASTM STANDARD C1330 AND NUT SHALL BE PENTAGONAL TYPE MEASURING 1 ""FROM POINT TO SEWER,THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT J
THE BORE AND JACK OPERATION STARTED LEAVING THE AREA IN AS GOOD OR BETTER 4. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES 9. GATE VALVES SHALL BE CAST IRON CONFORMING TO AWWA STANDARD THE BOTTOM OF THE WATER MAIN IS AT LEAST 24 INCHES ABOVE THE TOP
SHALL BE GRADE 1 RUBBER(NEOPRENE OR OTHER SYNTHETIC FLAT. HYDRANTS SHALL OPEN LEFT. Q
CONDITION ONCE THE WORK IS COMPLETE. INVOLVED IN ANY RELATED RELOCATION OR NEW INSTALLATION (I.E. C500 AND RATED FOR WORKING PRESSURE OF 200 PSI UP TO 12 INCHES RUBBER)FULL FACE TYPE AT LEAST THICK. 5. ALL HYDRANTS SHALL BE FURNISHED WITH BARREL AND STEM OF THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 24
$' Cl)
5. ANY ANNULAR SPACE EXCEEDING ONE-QUARTER INCH IN WIDTH BETWEEN CASING AND POWER POLES, UNDERGROUND ELECTRIC,TELEPHONE PEDESTALS, IN DIAMETER.GATE VALVES SHALL BE MECHANICAL JOINT, RESILIENT INCH VERTICAL SEPARATION-IN WHICH CASE BOTH THE WATER MAIN -
13. MINIMUM STREET LIGHT SIZE SHALL BE 7,000 LUMEN CLASS OR ITS EXTENSIONS AS REQUIRED FOR THE FINAL FIELD LOCATION. 2 z
TUNNEL SHALL BE FITTED WITH 1:2 PORTLAND CEMENT MORTOR GROUT, PUMPED INTO THE WATER METERS, ETC.). SEAT TYPE VALVES WITH NON-RISING O-RING SEAL,OPEN LEFT WITH 2 AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH m _O
EQUIVALENT. NOMINAL MINIMUM BURY WITH BE A DEPTH OF 3-FEE.ALL JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A
SPACE FOR FORM A TIGHT FIT BETWEEN CASING AND TUNNEL WALLS. 5. AS A MINIMUM, PVC PIPE 2 INCH THROUGH 8 INCH SHALL CONFORM TO INCH SQUARE OPERATING NUT.ALL GATE VALVES SHALL CONFORM TO z Cl)�
6. ALL WORK ON BORING AND/OR CASING UNDER HIGHWAYS SHALL BE UNDER THE PRESSURE CLASS 200 PSI STANDARD DIMENSION RATIO SDR 21 AS AWWA STANDARD C509-1 OR C515-01. 14.STREET LIGHTS SHALL BE SPACED AT INTERVALS OF 300 FEET FOR HYDRANTS AT FINISH GRADED SHALL MEASURE 18 INCHES FROM DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. 5;
SUPERVISION OF THE NCDOT DISTRICT ENGINEER OR HIS AUTHORIZED REPRESENTATIVE REQUIRED BY ASTM D2241. RESIDENTIAL SUBDIVISIONS BEGINNING AT THE ENTRANCE. GROUND TO CENTER OF STEAMER CAP. J
s CROSSING A WATER MAIN UNDER A SEWER.
10.ALL 4 INCH WATER SERVICE LINES SHALL BE SDR-9 POLYETHYLENE 15.THE WATER MAIN MUST END WITH 2-3 RESTRAINED JOINTS FOLLOWED 6. WATER LINES SERVICING FIRE HYDRANTS SHALL HAVE AT LEAST Q
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WHO SHALL BE NOTIFIED(5)DAYS BEFORE WORK BEGINS. 6. ALL PIPE UNDER 4 INCH DIAMETER SHALL BEAR THE NSF#61 PLASTIC TUBING OR APPROVED EQUAL CONFORMING TO AWWA D2737. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A �
7. CARRIER LINE PIPE AND JOINTS UNDER THE ROADWAY SHALL BE APPROVED AND CERTIFICATION LABEL. BY AN 8"GATE VALVE THEN THE 8"TEMPORARY BLOW OFF ASSEMBLY 500 GALLONS OF WATER PER MINUTE WITH 20 PSI RESIDUAL SEWER, BOTH WATER AND THE SEWER SHALL BE CONSTRUCTED OF
PRESSURE. z
CONSTRUCTED SATISFACTORILY TO THE NCDOT DISTRICT ENGINEER.JOINTS MAYBE BE FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN -
WELDED,SCREWED OR MECHANICAL TYPE. PIPE MUST BE SUPPORTED BY A MINIMUM OF(2) 7. THE FIRE CODE OFFICIAL SHALL APPROVE ALL HYDRANT TYPES STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF
TWO PIPE CARRIER SPACERS PER LENGTH OF PIPE. AND LOCATIONS IN NEW DEVELOPMENTS AND ANY ALTERATIONS CROSSING.A SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THE
NOW OR FORMERLY I TO THE COUNTY ORDINANCE RELATED TO FIRE HYDRANTS AND
8. THE INSIDE DIAMETER OF THE CASING PIPE FOR A CARRIER PIPE LESS THAN 6 INCHES IN FIRE PROTECTION. POINT OF CROSSING.THE DESIGN SHALL MAINTAIN VERTICAL
DIAMETER SHALL NOT BE LESS THAN 2 INCHES GREATER THE THE OUTSIDE DIAMETER OF GERALDI NE BRADFORD SUBDIVISION 8. ALL FIRE HYDRANTS SHALL BE LOCATED ON THE RIGHT SIDE OF SEPARATIONS TO SATISFY STATE MINIMUM REQUIREMENTS WHERE THE
THE CARRIER PIPE,AND NOT LESS THAN 4 INCHES GREATER FOR CARRIER PIPES OF 6 I DUCTILE IRON PIPE IS USED TO SATSIFY THE HARNETT REGIONAL WATER
DB: 2000; PG: 375 THE ROADWAY IN WHICH RESPONDING FIRE APPARATUS WOULD p
INCHES AND LARGER DIAMETER. TRAVEL INTO SUBDIVISIONS, BEGINNING AT THE MAIN ENTRANCE o z
REQUIREMENTS ABOVE.
9. THE CASING PIPE SHALL BE INSTALLED AT A MINIMUM 3 FOOT DEPTH FROM SURFACE OF MINIMUM HORIZONTAL SEPARATION BETWEEN UTILITIES:
ROADWAY TO TOP OF PIPE AT THE CLOSEST POINT. I I I TO THE SUBDIVISION. 3-SEDGE OF PAVEMENT
9. IN RESIDENTIAL SUBDIVISIONS, FIRE HYDRANTS SHALL BE tttl
10.WHERE ENDS OF THE CASING ARE BELOW GROUND,THEY SHALL BE SUITABLY SEALED TO 5'STORM SEWER, POWER POLES AND OTHER UTILITIES NOT LISTED
LOCATED IN SUCH A MANNER THAT NO PRIMARY STRUCTURE IS A
PROTECT AGAINEST THE ENTRANCE OF FOREIGN MATERIALS. 10'SANITARY SEWER AND RECLAIMED WATER MAINS OR ASSOCIATED
FURTHER THAN 500 FEET FROM A HYDRANT.THE DISTANCE v
11.DITCH SHORING SHALL BE DONE IN A NEAT,SAFE AND WORKMANLIKE MANNER AS TO I I �$8 j"LINES Q •' •
PREVENT AN CAVE-INS OR SETTLEMENT OF THE ROADWAY AND AS TO NOT ENDANGER ANY BETWEEN HYDRANTS SHALL BE MEASURED ALONG STREET - 10'ANY NON-PERMANENT STRUCTURES OR IMPROVEMENTS o'O� O�fi '
PERSONNEL WORKING IN THE DITCH. CENTERLINES. 25'ANY BUILDING FOUNDATION, BASEMENT,SUBSURFACE STRUCTURE :� SEAL r 9
12.IN THE EVENT THAT AN OBSTRUCTION IS ENCOUNTERED DURING THE DRY BORING I I PROPERTY LINE(TYP.) 30'ANY SWIMMING POOL "'h 040779
OPERATION,THE AUGER AND SPIRAL WELDED STEEL PIPE ENCASEMENT ARE TO BE " LATERAL SEPARATION OF SEWERS AND WATER MAINS =M'. -+
WITHDRAWN AND THE VOID IS TO BE COMPLETELY FILLED WITH GROUT AT 25 PSI PRESSURE I I I WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM
BEFORE MOVING TO ANOTHER BORING LOCATION. EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR % � \t`•
BARRIERS PREVENT A 10 FOOT LATERAL SEPARATION, IN WHICH CASE: HE(�
PHASE II THE WATER MAIN IS LAID IN A SEPARATE TRENCH,WITH THE ��'111,
' - ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 2 FEET a
' ■ ■ ■ ■ ■ ■ 7/9/2 0 2 4
ABOVE THE TOP OF SEWER U)
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I I THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH
X I _ _ _ I _ _ _ _ _ _ I I _ _ _ _ _ _ I _ _ _ _ _ _ I I I _ _ _ _ _ _ I _ _ _ _ _ _ I I _ _ _ _ _ _ THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF
I I L I I I I I I I F I I I UNDISTURBED EARTH,AND WITH THE ELEVATION OF THE BOTTOM OF
THE WATER MAIN AT LEAST 2'ABOVE THE TOP OF SEWER. ()
k I I I SEWER SYSTEM SEPARATION FROM WETLAND(15A NCAC 2T.03059F) U
m I I I I I I I I I I SEWER SYSTEMS SHALL BE LOCATED 50 FEET AWAY FROM ALL z
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w z II I I WETLANDS
WATERS CLASSIFIED WS(EXCEPT WS-1 OR WS-V)B,SA,ORW, HQW,OR w
i U) PHASE LINE I SB FROM NORMAL HIGH WATER MARK(OR TIDE ELEVATION)AND Z
m 0 � � _ ' WETLANDS-50 FT. �
i i i i i i i I I I I F I T ALTERNATIVES WHERE SEPARATIONS CANNOT BE ACHIEVED AND FOR z
ALL OTHER SEPARATIONS,MATERIALS,TESTING METHODS AND a W
X I ACCEPTABILITY STANDARDS MEETING WATER MAIN STANDARDS(15A c� ()
m I I NCAC 18C)SHALL BE SPECIFIED. = j 0
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■ I I ALL MANHOLE SEAMS SHALL BE EXTERNALLY TAPED/SEALED. C
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c� I I I I i I I I I I I I I I I I WATERTIGHT PIPE CONNECTIONS SHALL BE PROVIDED CONSISTING OF J =
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"DOG HOUSE"TYPE MANHOLES SHALL NOT BE USED. ♦� O CO
n I I I I i i i I I I I I I ALL MANHOLES NOT INCLUDED AS PART OF A USACOE 404 PERMIT OR V U N
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I I I I DIVISION 401 CERTIFICATION SHALL MAINTAIN A SEPARATION OF NO J Z
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2:1 SLOPE, IF PIT EXTENDS BEYOND R/W, __ 8"45°BEND ♦� U
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SEE TEMPORARY SHORING DETAIL ON 8' 45'BEND 8"GATE VALVE 8"22.5°BEND z -
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8"x12"TEE 1 I 3 I ' I I I I 50'RIGHT OF WAY i i I I I I I U
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INSTALL(2)3/4"SDR-9 WATER SERVICE LINES LU
WATER METERS SHALL BE SET 1 z
IN A 2"(SCH 40)PVC SLEEVE UNDER FOOT FROM RIGHT-OF-WAY AND 3 Q
II NOW OR FORMERLY ROADWAY AND SIDEWALKS,(TYP.) FEET FROM PROPERTY LINE, (TYP.) LL 2
NOW OR FORMERLY
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DANIEL G. BETHUNE = Q
DB: 1217; PG: 280 NOW OR FORMERLY U
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PIN#: 0556-67-8389 ROY G. GREENE _ _ - 18+00 _ -
PIN#: 0556-87-1596 J 0 o
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LEGEND:
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W WATER LINE SERVICE LINE - - - - - - GRAPHIC SCALE DRAWING
Know what% below. 6 WATER METER/SERVICE mm 1 50 0 25 5a 100 200
SHEET
Call
before �� �' �-►�� FIRE HYDRANT ASSEMBLY m c C 5.0
N GATE VALVE m
F�I TEE I ( IN FEET )
•H BLOW OFF VALVE - - - - - - - - - - - - -<_ - - 1 inch = 50 ft.
PHASE LINE 05 OF 23
UTILITY SERVICE EASEMENT DETAIL THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION
SCALE: 1 - 20' UNTIL SIGNED, DATED,AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.