SW1240301_Plansheet - Misc. Detail_20240923 (6)

FIRE HYDRANT �4XyLE .?V
(SEE DETAIL WD-12) C,
GENERAL NOTE„ (COORDINATE FIRE HYDRANT FIRE DEPARTMENT CONNECTION z I�r=•. r
REQUIREMENT AND LOCATION WITH WAFER CHECK VALVE
1. WATER CONSTRUCTION ON THIS SITE IS AUTHORIZED BY PERMITS ISSUED BY THE NORTH 20. MAMAIN 18 INCHES VERTICAL SEPARATION BETWEEN STORM DRAINx MID WATER, OR WITH FIRE OFFICIAL) (COORDINATE REQUIREMENT FOR •Irti
CAROLINA DEPARTYENr of ENVIRONMENTAL QUALITY (NCDEQ)AND AUTHORIZED BY THE INSTALL FERROUS MATERIAL WATER LINE WITHIN 10 FEET EACH SIDE OF CROSSING. STAR PIPE PRODUCTS FDC AND LOCATION WITH FIRE OFFICIAL)
CITY OF HENDERSONNLLE. THE WORK IS SUBJECT TO INSPECTIONS AT ALL T14ES BY 21. TAPS GREATER THAN ONE-NCH IN DIAMETER IN EXISTING.ACTIVE WATER MAN ARE TO BE TRACE-SAFE CONNECTOR 07 VALVE BOX (H20)
REPRESENTATIVES OF NCDEQ.THE CITY OF HENDERSONVILLE.THE OWNER OR THE PERFORMED BY THE CITY UNLESS OTHERWISE APPROVED IN WRITING BY THE CITY. TAPS IN u' �Y
ENGINEER. THE PERMITS REWIRE CERTIFICATION OF COMPLETION OF THE WATER SYSTEMS NEW CONSTRUCTION ARE TO BE PERFORMED BY THE CONTRACTOR IN ACCORDANCE WITH IN-LINE WITH LOCATING CUP OR APPROVED EQUAL I p Ai 17 3
APPROVAL
AENGINEER AND THE APPLICANT PRIOR TO ISSUANCE OF FINAL OPERATION ITY REQUIREMENTS. AND MOUNTING
WITH E (MOUNT4 SS TO
2. MATERIALS AND INSTALLATION FOR WATER CONSTRUCTION SHILL CONFORM TO THE LATEST ALL `� METERS WILL BE SET BY CITY STAFF UNLESS THE CONTRACTOR IS GRIMED
WRITTEN PERMISSION BY THE CITY. LT 24"x24"xfi" CLASS B3-1
VERSIONS OF CITY SPECIFICATION AND DETAILS AND AWWA STANDARDS AND REQUIREMENTS. CONCRETE PAD O
221.THE CONTRACTOR WILL PROVIDE THE CITY NOTICE OF 10 WORKING LAYS MINIMUM PRIOR J �
3. CONTRACTOR SHALL NOTIFY NC511 & APPROPRIATE UTILITIES AGENCIES PRIOR TO TO THE LATE OF METER INSTALLATION.
PERFORMING ANY WORK. 22_2.THE CONTRACTOR WILL PROVIDE A LICENSED PLUMBER DURING THE METER INSTALLATION TYPICAL FINISHED GRADE FH I GATE VALVE 8e BOX
4, REGULAR WORKING HOURS SHALL BE FROM 7D0 AM TO &OD PM MONDAY THROUGH TO VERIFY LINE SERVICES IN ALL MULTI-METER BOXES. TYPICAL FINISHED GRADE IN UNPAVED AREAS TAPPING SLEEVE GENESIS ENGINEERING
FRILAY. EXCEPT IN CASES OF EMERGENCY OR OTHERWISE APPROVED IN WRITING BY THE ALL PUBLIC WATER AWN CONSTRUCTION SHALL BE PERFORMED BY A NORTH CARDIJNA IN PAVED AREAS
CITY TR AUTHORIZED REPRESENT A Ea. THE CONTRACTOR BE O SITE
THE AND VALVE , • C O L L A B O R A T I V E
CONSTRUCTION srrE IS SAFE FOR ANY PERSONS WHO MAY BE ON SITE DURING LICENSED unurr caNrl:rtGTaR, (SEE DETAIL WD-5 ,• .. .
NON-WORKING HOURS. 24.ALL WATER APPURTENANCES ARE TO BE MADE USING LEAD FREE MATERIALS PIPE, ( � I w
II ALL PERSONS SHALL BE COURTEOUS AND RESPECTFUL TO THE PUBLIC. CURSING OUR FITTINGS. VX]VES, HYDRANTS. PIPE CLAMPS, RESTRAINTS, FLANGES, CASTINGS, REBAR,
FOUL LANGUAGE IS NOT PERMITTED AND WILL NOT BE TOLERATED \ \
HATCHES, INLETS, LITER BOOTHS MIND ALL OTHER CASE IRON COMPONENTS SHALL BE .�
MANUFACTURED IN THE USA, < \\/ / U
B. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL ON ALL ROADWAYS d / / / / LI..I
DURING THE PROJECT. THE CONTRACTOR SHALL NOTIFY LOCAL EMERGENCY. SCHOOL AND 25. RESTRAINED JOINTS BY AN APPROVED PPE MANUFACTURER ARE TO BE USED FOR ALL ��/\�f��/\�/��/ g .
OTHER NECESSARY AUTHORITIES PRIOR TO MY STREET CLOSING OR TRAFFIC CHANGE. PUBLIC WATER LINES WHERE THRUST RESTRAINING IS REQUIRED IN ACCORDANCE WITH THE //�//�//�r/`//�//�//�//�// //// // //�//�/�//�//�/ /�//�//�//�//% a Z_
PUNS AND MANUFACTURER'S SPECIFICATION. CONCRETE THRUST BLOCKS ARE PFRMITIm /\/ 3 3 6 0 Martin Farm Ro a d
7. THE CONTRACTOR AT HIS OWN EXPENSE SKILL KEEP THE CONSTRUCTION SITE AND / \/\/ /\/ \�� \/ /\/\/\��/�/�/\//�/"� J
ONLY WHERE CONNECTIONS ARE MADE TO EXISTING WATER ONES OR WHERE THE USE OF /r \///\� //\//\//\//\//\/\//\(\�f
ADJACENT PUBLIC AND PRIVATE ROADWAYS CLEAN DURING THE PROJECT. THE CONTRACTOR \ \/\\/\\/\ \ \ \ \ \ \ \ \ /\ �'\\ W
MECHANICAL.RESTRAINT I5 NOT FEASIBLE , '
IS ALSO RESPONSIBLE FOR CONTROLLING DUST WITHIN THE PROJECT AREA � �/ / /�/�/� \/�/ /' a LU J Suite 200
& THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION IN ACCORDANCE WITH THE 25 ALL FIRE HYDRANTS.VAULTS, BACKFLOW PREVENTERS, HOT BOXES AND WATER METERS �Vy ry
ARE TO BE INSTALLED ON RELATIVELY FLAT AREAS OUTSIDE OF PAVEMENT. LL 1 S u w a n e e, Georgia 30024
LINES. GRADES AND ELEVATIONS SHOWN ON THE FtAH6 DR AS GIVEN BY THE ENGINEER N Ea L,
THE FIELD. 27. TAMPERING WITH OR ILLEGAL USE OF THE PUBLIC WATER SUPPLY LULL RESULT IN 12' CABC z _
9. CONTRACTOR SHALL VERIFY THE EXACT LOCATION AND THE ELEVATION FOR ALL UTILITIES, SUSPENSION OF WATER SERVICE, INCWDNG DOMESTIC AID COMMERCIAL, UNTIL FINAL ,,7
DRAINAGE AND OTHER UNDERGROUND FACILITIES BOTH EXISTING ANO PROPOSAL, LTT APPROVAL BY THE CRY IS ISSUED.A PERSON FOUND TO BE USING WATER ILLEGALLY O j F VALVE TO BE �' F_ 470.375.2001
SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR MSHALL BE SUBJECT TO PENALTIES OR FlHES,AS PRESCRIBED AND APPROVED BY CITY 1/8" (TYP) z x LOCATED AT ABOVE-GROUND BACKFLOW ❑
CONSTRUCTION COUNCIL. � 8- PVC, SDR 35 I S2 RIGHT OF WAY ASSEMBLY-DEDICATED FIRE LINE, LLI W www.genesiseng.net
10. CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION. REPAIRS SHW_L a O
SHALLDRILL HOLES IN PVC RISER AS (RISER) ,., f� m +z REDUCED PRESSURE DETECTOR ASSEMBLY
BE MADE IN ACCORDANCE WITH APPLICABLE STANDARDS OF APPROPRIATE:AGENCIES AT THE TOTING R INSPECTION_ M 5 0 REQ D. FOR WIRE PENETRATION 0- � �� • (RPDA) Q
CONTRACTOR'S EXPENSE. 1. NOTIFY THE CITY OF HENDERSONVILLE AND ENGINEER AT LEAST 5 WORKING DAYS BEFORE PIPE GUARD 0- t r� O
11. DURING CONSTRUCTION THE CONTRACTOR SKILL MAINTAIN THE OPERATION OF EXISTING STARTING CONSTRUCTION OF WATER FACILITIES MSCHEDULE A PRE-CONSMUCTKIN I O V
UTILITIES WITH THE LEAST AAIoUNr OF SERVICE INTERRUPTION POSSIBLE IN COORDINATION CONFERENCE.THE ENGINEER SHALL PERIODICALLY INSPECT THE PROGRESS OF VALVE CENTERING RING r ❑
0
WITH THE CITY OF HENDERSONVILLE. CONTINUOUS SERVICE, PUBLIC HEALTH AND SAFETY INSTALLATION AT A MINIMUM AND SHALL COMPLETE A FINAL WATER CERTIFICATION. TEE SPLICE, TRACE-SAFEe MAIN #22OD850013 d • _ ❑
CONSIDERATIONS SKILL EXCEED ALL OTHERS AND CONTRACTOR'S SCHEDULE, PLANS AND 2. ALL CHARGES TO THE APPROVED CONSTRUCTION PLANS AND SUBMITTALS MUST BE TO LATERAL CONNECTION (T-S 19) 24' MAXIMUM VALVE AND TAPPING SADDLE Of W _ LU =
WORK SHALL AT ALL TIMES BE SUBJECT TO ALTERATION AND REVISION IF NECESSARY FOR APPROVED IN WRITING BY THE CITY PRIOR TO IMPLEMENTATION IN THE FIELD. ❑ L
THESE CONSEERAnoms. 3. THE CONTRACTOR SHALL FURNISH SECURE AND PROVIDE ALL NECESSARY TESTING
1Z THE CONTRACTOR SKILL BE RESPONSIBLE FOR THE TEMPORARY OR PERMANENT MATERIALS. EQUIPMENT. LABOR.THE CONTRACTOR SKILL COORDINATE TESTING, FLUSHING, COMPACTED BACKFlLL COH Z CUSTOMER NN111111111/IAA7
RELOCATION OF STRUCTURES AND UTILITIES, INCLUDING BUT NOT UNTIED TO POLES. SIGNS, DISINFECTION,AND BACTERIOLOGICAL SAMPLING WITH CITY INSPECTOR. NOTES`FENCES, HYDRANTS, \\\�U ``A RO
VALVES, PIPING. COND
UITS AND DRAINS THAT INTERFERE WITH THE THE DJGINEER OR CONTRACTOR 5HW_L NOTIFY THE CITY CONSTRUCTION INSPECTORS 72 11RACE- �: RESPONSIBILITY 0- RESPONSIBILITY \�\\\ "
POSITIONING OF THE WORK AS SHOWN ON THE DRAWINGS. HOURS (MINIMUM) PRIOR TO ANY WATER MAIN OR TESTING OPERATIONS AT A MINIMUM TRACING WIRE DIMJ GATE VALVE 1. ALL WATER LINES AND APPURTENANCE SHALL 8E LLo ABOVE-GOUND �� 0� ES$/
13. CONTRACTOR SHALL BE REQUIRED TO CONFORM AND COMPLY WITH ALL RESTRICTIONS CITY STAFF SHALL BE NOTIFIED PRIOR TO TAPS.TESTING, FLUSHING, DISINFECTION, AND INSTALLED IN ACCORDANCE WITH APPLICABLE CITY �� 0� N 9
AND EASEMENT CONDITIONS AND IS RESPONSIBLE FOR ALL RELATED INCIDENTAL COSTS SWUNG. BACKFLOW ASSEMBLY
INVOLVED. 5. PRESSURE TEST WATER MAINS TO 200 PSI MIN. FOR A MINIMUM OF TWO HOURS IN OF HENDERSONVILLE STANDARD DETAILS AND 0 DOMESTIC LINE �, Q
14, EXISTING WATER SERVICES SKILL BE REPLACED TO THE EKISTING METER UNLESS ACCORDANCE WITH CITY RE32UIRDAE4TS AND AWWA CGDO. 0 SPECIFICATIONS. I p
OTHERWISE APPROVED IN WRITING BY THE CRY. SPLICING OF THE WATER SERVICE ON THE 0 W
DOWNSTREAM SIDE OF THE METER IS NOT PERMITTED. B. DISINFECT WATER LINES AND PROVIDE ACCEPTABLE BACTERIOLOGICAL TEST FROM A D.I. CL. 350 WATER LINE 2. ALL FITTINGS AND APPURTENANCES SHALL BE PROPERLY " 9 84
CERTIFIED TESTING LABORATORY IN ACCORDANCE WITH CRY REQUIREMENTS MNo AWWAO O RESTRAINED. 3
15. ALL DISTURBED AREAS, INCLUDING BUT NOT LIMITED TO ASPHALT, CONCRETE, DRIVEWMAYS. C651.THE CONTRACTOR MAY ELECT TO USE THE CITYS CERTIFED TESTING LABORATORY. MAIN 0 2! E 'v
ROADS, LANDSCAPING.SKILL BE REPAIRED TO EQUAL OR BETTER CONDITION THIN THE Of Q
ORIGINAL SITE GRASS AND LANDSCAPED AREAS FILL MATERIAL MUST BE REPLACED IN 7. PRIVATELY OWNED FIRE CYSTITIS SWILL BE APPROVED BY THE APPROPRIATE LOCAL ° 3. BACKFLOW PREVENTION ASSEMBLY MAKE/MODEL SHALL BE L7 M NGINTRENCH TO GE ASEF-
PERMAITING AUTHORTY.THE CITY ENGINEERING OR WATER AND SEWER DEPARTMENTS ARE
STRAW OR MULCH SHALL THEN BE APPLIED E DISTURBED TRENCH AROON AS WATERUNE CONSTRUCTION ALLOWS. ADEQUATE EA. NOT USC APPROVED. NON-LEAD. AND APPROVED BY THE CffY'S n O J\\\
AND NOT RESPONSIBLE FOR ENSURING COMPLIANCE WITH APPROPRIATE FIRE PROTECTION ENVIRONMENTAL COMPLIANCE COORDINATOR OR AUTHORIZED Q p N S ��
ADDITIONAL FILL AND SITE RESTORATION MAY BE REQUIRED WITHIN THE WARRANTY PERIOD REGIAATIONS. THE CITY DOES NOT PROVIDE ANY GUARANTEE OF ITS WATER SYSTEM'S REPRESENTATIVE. BACKFLOW ASSEMBLY SHALL BE INSTALLED Q+ m 4i //yA�A11111II1�NN\\\\
AT THE CTIYS DISCRETION. CAPABILITY TO DELIVER WATER FLAW AND RESIDUAL PRESSURE THE FIRE PERMITTING ,.. W
AUTHORITY MAY REQUIRE. RESTRAINED DIMJ OR IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION FLOW ❑ E m
15. CONTRACTOR SHALL PROVIDE EROSION CONTROL DEVICES TO CONTROL RUNOFF AS & ALL BACKFLOW PREVENTION ASSEMBLES SKILL BE USC APPROVED AND RENEWED BY HYDRANT "WEE' WITHIN AN ABOVE-GROUND HEATED ENCLOSURE DIRECTLY - - - v CN
U p
REQUIRED.THE M CONSTRUCTION.
S RESPONSIBLE FOR ANY FINES THAT MAY BE LINED DUE THE CM ENVIRONMENTAL COMPLIANCE COORDINATOR. PROTECTION OF THE PUBLIC BEHIND THE WATER METER. THE WATER METER WILL NOT BE ��Z o o OS/OZ/ZM4
TO RUNOFF FROM CONSTRUCTION. WATER DISTRIBUTION SYSTEM SKILL BE ASSURED BY INSPECTION OF THE INSTALLATION APPROVED RESTRAINT DEVICE PROVIDED UNTIL THE INSTALLATION OF THE APPROVED
77. IT S THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FOLLOW ALL APPLICABLE AND TESTING OF BACKFI_OW PREVENTION DEVICES IN ACCORDANCE WITH APPROPRIATE NOTES: MEGALUG OR EQUAL BACKFLOW PREVENTION ASSEMBLY IS VERIFIED BY THE CITY. LU .E ro
FEDERAL, STATE:AND LOCAL HEALTH AND SAFETY RMULATDNS PERTAINING TO LOCAL. STATE.AND FEDERAL REGULATIONS. ID= c m
CONSTRUCTION OPERATTIONs 4 FIRE HYDRANTS AND FDCS, AS REQUIRED BY THE FIRE 4°' E
.
9. CONSTRUCTION WATER SOURCING MUST BE APPROVED IN WRITING BY THE CITY. 1. TOP OF COVER SHALL BE STAMPED "WATER" v ❑
Its. ALL WATER MANS SWLLL HAVE 3 FEET MINIMUM COVER. NN OFFICIAL, SHALL BE CLEARLY DENOTED ON THE PLANS. d
CONSTRUCTION WATER CONNECTIONS SWILL BE PAIRED WITH AN IRRIGATION METER AND --
19. INSTALL FERROUS PIPING FOR BOTH WATER AND SEWER WITHIN 1D FT. OF A CROSSING APPROVED BACKFLOW PREVENTION ASSEMBLY. THIS ASSEMBLY INSTALLATION MUST BE 2. VALVE PAD REQUIREMENTS SHALL NOT BE APPLICABLE FOR PAVED SURFACES. DOMESTIC WATER METER oo o m N .�
IF. TESTED BY A LICENSED PLUMBER AND TEST RESULTS SUBMITTED TO THE CITY BEFORE SEE DETAILS WD-08, WD-09, I F m
( m 3
USE OF CONSTIRUCr10W WATER. m J__ 3
19.1. SEWER LINE CROSSES OVER WATER,DR 3. PAVEMENT REPAIR SHALL MATCH EXISTING ROAD PAVING SECTION. SEE NCDOT WD-10. WD-1B
19.2. VERTICAL CLEARANCE BETWEEN WATER AND SEWER IS LESS TWIN 18 INCHES. 10. SECURE FINAL WRITTEN ACCEPTANCE FROM THE CITY OF HENDERSONVILLE PRIOR TO ASPHALT REPAIR DETAIL #' 654,01. } J__ACTIVATION OF THE SYSTEM. WATER SERVICE WILL NOT BE PROVIDED UNTIL WRITTENQ
19.3. MAINTAIN 10 FEET HORIZONTAL SEPARATION BETWEEN SEWER AND WATER AWNS ACCEPTANCE OF THE SYSTEM IS ISSUED BY THE M.
UNLESS LAID IN SEPARATE TRENCHES WITH THE BOTTOM OF THE WATER LINE AT LEAST 4. WHEN OPERATING NUT DEPTH EXCEEDS 3'-0' BELOW FINISHED GRADE, PROVIDE EXTENSION STEM WITH
11. THE ENGINEER SWILL SUPPLY THE CITY WITH FINIAL AS--BOLT DRAWINGS MIND COMPLETE
18 INCHES ABOVE THE TOP DF THE SEATER LINE OR USE FERROUS MATERIALFOR BOTH ,My PROJECT CLOSE OUT REQUIREMENTS. STANDARD 2" SQUARE OPERATING NUT. TOP OF NUT SHALL BE WITHIN 5" TO 9" OF FINISHED GRADE � U
WATER AND SEWER
5. TRACER WIRE WILL BE A 19 GAUGE. TIN COATED. COPPER CONDUCTOR WITH POLYETHYLENE INSULATION.
CORE MATERIAL COMPRISED OF HIGH-TENACrrY. WOVEN POLYESTER WITH WATER BLOCKING YARNS
ENCAPSULATED IN 30 MIL BLUE HDPE JACKET PROVIDING CORROSION RESISTANCE, FLEXIBILITY, IMPACT HADETAILS\-Current SwridanJ Detafls\Water Or)Iy',Updated_Water_Details-SulletinsMark-52223.dwy,COnIrrierdalWaterSeevice-15
DISCLAIMER, CURRENT
AND 1500 LBS. TENSILE STRENGTH. TRACER WIRE WILL NOT CONDUCT AN ELECTRICAL
CURRENT WHEN STRUCK BY LIGHTNING AND IS DESIGNED FOR DIRECT BURY AND DIRECTIONAL BORING
THE STANDARD WATER DETAILS ARE FOR THE SOLE USE OF PROJECTS DIRECTLY FOR. OR THOSE PROJECTS IN WHICH OWNERSHIP WILL APPLICATIONS. WHEN SPLICES AND LATERAL CONNECTIONS ARE MADE, ONLY GEL FILLED CONNECTORS
BE TRANSFERRED TO THE CITY OF HENDERSONVILLE. THESE TYPICALS ARE INTENDED TO SHOW THE CITY OF HENDERSONVILLE75 DESIGNED FOR WIRE WITH WOVEN POLYESTER FIBER CORE ARE TO BE USED. TRACER WIRE AND
EXPECTATIONS FOR THE GENERAL LAYOUT,ARRANGEMENT. AND THE QUALITY OF EQUIPMENT AND MATERIALS FOR WATER DISTRIBUTION CONNECTORS SHALL BE TRACE-SAFE6 WATER BLOCKING TRACER WIRE AND RELATED CONNECTORS,
SYSTEM ITEMS AND THEIR RELATED APPURTENANCES. IT REMAINS THE SOLE RESPONSIBILITY OF THE ENGINEER IN RESPONSIBLE CHARGE MANUFACTURED BY NEPTCO. INC.. OR APPROVED EQUIVALENT, AND PRODUCED IN THE UNITED STATES OF 4
(ERC) OF EACH APPLICATION TO DETERMINE, DESIGN TO, AND CERTIFY TO THE DESIGN PARAMETERS FOR EACH INSTALLATION. THE ERC AMERICA. 13 2
24
MUST ALSO ENSURE THE DESIGN COMPLIES WITH THE MINIMUM DESIGN CRITERIA OF NC DIVISION OF ENVIRONMENTAL QUAL AND ALL 1 18
EN ITY
LOCAL AND STATE LAWS AND REGULATIONS. SEE DETAIL A 15 3 23 05.563 4 19 5
DAM 05/22/=3 VVD DWG. NO. 1
4�CALE: NOT TO 'SCALE 4 E1svE:Rsp� DA1f'~ 10/11/2021 WD DWG. NO. 5 ��T4 ,gsa 12
WATER DETAILS Q - L 4 ti
City of Hendersonville Engineering Department I ICryr't 1- r O
3p5 Williams Street AWN'== City of Hendersonvllle Engineering Department VALVE INSTALLATION DETAIL ' ' ''
Hendersonville,NC 28792 GENERAL NOTES U M 305 Williams Street U " • Nr N , rfi Oa
[phone](office) Hendersonville,NC 28792
I [phone](office) 1
www.cityofhendersonville.01-g T847 lC =1-947
7 10
H:IDEiAl1.51-Gurrent5fanrlard pPtailslwarc:rOnlylUpdated_Waeer_pet ils-BullnrinsMark-52223.dv.g,5I2212023 1f1-22:5(1 AM www.cityofhendersonville.org
H:\DETAILS\-CurrenL Standard Deta i I s\Wa Le r Only\Updated_Wa:er_Detai Is-BuIIetrns02102Idwg,107111202:-I:42:17 PIM SECTION h_A 20 1 8 .8
SECTION l V r1 18 8 7 9
25 1 214.800
1 6 ITEM No. PART NO. CAT. PART NO. DESCRIPTION MATERIAL MATERIAL STANDARD
1 290553 P206 SHUT TARGET PLASTIC ZYTEL
2 290552 P209 OPEN TARGET PLASTIC ZYTEIL ' ^
3 290154 P217 COTTER PIN SHORT BRASS ASTM Bet (J)
4 290155 P21B COUPLING STEEL ASTM A500 GR.B �./
6 5 290154 P219 COTTER PIN LONG BRASS ASTM B21 LL
UL 789 LISTED. ASSEMBLED IN THE UNITED STATES 6 290157 P242 RETAINING RING STAINLESS STEEL AISI 302 Q w
QK ©0 7 290631 P244 HEX BOLT STEEL/ZINC PLATED ASTM A307/SAE J429z
1 1 a 148689 P273 BELL CAST IRON ASTM A126 CLB ❑
I 11 290143 P305 CAP POLYPROPYLENE 9 190939 P303 HEX NUT STEEL/ZINC PLATED ASTM A563 GR.A / Q O
r 2' MIN. POST INDICATOR PAINT SPEC: 10 148691-1 P304 OPERATING NUT DUCTILE IRON ASTM A536 GR.65-45-12
FIRE HYDRANT WRENCH: One Coat of black 12 190330 P307 SPRING PIN STAINLESS STEEL ANSI 420 I--I O
primer .5-1.5 mils M
5-1/4' STORZ NOZZLE WORD WATER" FORD STAINLESS STEEL L 13 241011 P308 THREADED SLEEVE PLASTIC ZYTEL
CAST INTO TOP TAPPING SLEEVE
from the HMC Dip Line and One coot of Polone SP LL Q Q O
14 148633 P309 UPPER STEM STEEL ASTM A513 O
CONCRETE THRUST (Mueller Red) 2-3 mils. 15 198582 P315 PIPE PLUG - HEX SOCKET STEEL ❑ U IZ eV `I..p
BLOCK 16 148692 P248 POST HEAD CAST IRON ASTM A126 CLASS e
CENTER BARREL/UPPER BARREL: One coat of neutral 17 148790 P317 WINDOW MOLDED PLASTIC J z = LU�j 4' x 24' x s' GATE VALVE orange primer 2-3 mils and one coat of Polane 18 190560 P322 HEX HEAD SCREW STEEL ZINK PLATED ASTM A307 OR.A J J N
CLASS B CONCRETE PAD (SEE INSTALLATION DETAIL) 0 19 148760 P323 LOWER BARREL PVC DR14 UL LISTED
SP (Mueller Red) 2-3 mllS. 20 147307 P324 UPPER BARREL STEEL ASTM A53 GR.B H z Q
24' X 24' X 6' A A 21 241013 P325 WRENCH STEEL ASTM A36 H.R.S. O
CLASS B CONCRETE PAD NISHED GRADE BELL: One coat of black primer .5-1.5 mils from W z w (!) Z
O q a 22 290137 I'32fi LOWER STEM STEEL ASTM A500 GR.B
mN a HMC Dip Line. 23 198428 P329 SOCKET HEAD SET SCREW STEEL ANSI818.3 101-
J
POST HEAD BC COVER: 0n COOt Of black rimer 24 290156 P350 COUPLING INSERT STEEL ASTM A500 GR.B a W O
DETAIL A p 25 290164 P352 SHIPPING DISC * PRESS BOARD
SCALE 4.000 5-1.5 mils from the HMC Dip Line all surfaces = ITEMS NOT SHOWN Q >_ LU O W
inside and out and one coat of Polane SP (Mueller Q J /<
'C (MILLIMr ) TOLERANCES - MACHINING L--I U
THIRD ANGLE PROJECTION
r Red) 2-3 mils on exterior. Ll.l � LU\ \ \ \ � ' / \ \/\ \•` O wcN UNLESS OTHERWISE NOTED
SEE VALVE c0 IN i^ RELFAS
\ L REVISE MATERIAL ON ITEM#13 E04027 ANC CJD CJD 12-14-16 eIZEAK E©GEC FINISH SURFACES � (""�
Ld / / / / INSTALLATION DETAIL O DRFT'R ANC -12-11 PURCH. FINISH
C\ K REVISE MATERIAL STANDARD ON ITEM#7 ANC 9-7-16 MACH. .006/.016 125 <0. /11 J
ISTING MAIN Q J REMOVE "CENTER BARREL" & "COVER" FROM PAINT SPEC ANC 7-19-16 CHWR MDW -12-11 V
z / RESTRAINED HYDRANT TEE NOTE O APP MDW -12-11 REF.N0. SCALE J I-1 J O
�\ H REVISED PAINT SPEC TO ERS-0075 ANC CJD 6-24-14 FRACTIONS DECIMALS ANGLES I-�
(SEE RESTRAINT DETAIL) t 1/64 2 PL t.025 t 1, 4 = ,,LUnn
\ 12' X 12' AND 16' x 1B' TAPPING � G REVISED ITEM #7 PART NUMBER FROM 19098E TO 290631 ANC 1-27-14 3 PL t.o10
SLEEVES ARE NOT ALLOWED. [MEAN F REVISED ITEM #7 PART NUMBER ANC 8-27-13 E.O. NUMBER EO 3181-2 STK, NO. Z
GATE VALVE E REVISED ITEM #16 MATERIAL E03347 JBC JMG CJD 3-9-12 MAT'L. ILL
A.//
A C.Y. OF 57 \ � (SEE INSTALLATION DETAIL) � D REVISED ITEM 16 PART AND MATERIAL ANC 11-18-11 CATALOG NUMBER Muellef Co. DEscR. 16 LE VERTICAL A20807 � O
�/\ \ i d # # A208D7-1044LWA SHOWN ADJUSTABLE INDICATOR POST L � F O
WASHED NE ` ` °y\ REV. DESCRIPTION REF, oRF R CHK'R wP ,,nn
DATE ASSEMBLY WITH PVC LOWER BARREL U V
SHEET 1 OF 1
" ° ° POST INDICATOR VALVE (PIV) POST o Q w Q �LU J
CONCRETE
I�
THRUST
CONCRETE THRUST BLOCK
BLOCK NOT TO SCALE m U
USE 4" X 16' XB' SOLID
CONCRETE BLOCKS UNDER BEND
ON #57 WASHED STONE BASE LAYER \ \
(VMIN) REVISIONS�/ �\� /\
JOINT RESTRAINT - a� + - - - Overall Wl Recommends
\ (SEE RESTRAINT DETAIL)
Clearance: OWNER & MSD COMMENTS 06/14/2024
2' 6-112" OWNER & MSD COMMENTS 08/02/2024
1. FIRE HYDRANTS SHALL BE RATED TO A MINIMUM 250 PSI WORKING PRESSURE IN ISTING MAIN
ACCORDACE WITH AWWA C-502 UNLESS SPECIFIED AS 350 PSI BY THE CITY. HYDRANTS FORD STAINLESS STEEL
SHALL HAVE A 534E-INCH BARREL AND STORZ CONNECTION. TAPPING SLEEVE
2 ALL�OVALVES RAND ESTRAINT.
SHALL HAVE M. J. CONNECTIONS WITH IRON RETAINING ELEVATION 0 =U81ix 1.7D
3. FIRE HYDRANT SHALL BE FACTORY PAINTED YELLOW. WITH FIELD PAINTED TOUCH-UP, I ~
BEFORE PROJECT IS ACCEPTED. :Ali -
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 Nam` i
DETERMINED BY THE ENGINEER. 12' X 12' AND 16' X 16' TAPPING SLEEVES ARE NOT ALLOWED. TABLE A-1
5. FIRE HYDRANTS SHALL BE PLACED AS DIRECTED BY THE ENGINEER. TBD
6. HYDRANT BRANCH SHALL NOT BE BACK FILLED UNTIL INSPECTED AND APPROVED BY
THE ENGINEER.
NOTE
7. GATE VALVE AND BOX SHALL BE IN ACCORDANCE WITH STANDARD DETAIL 1. CONCRETE SHALL BE 3D00 PSI. Y
■
8. HYDRANT EXTENSIONS AND/OR OFFSETS SHALL BE APPROVED BY THE ENGINEER. 2, CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF
9. FIRE HYDRANTS WHICH HAVE BEEN INSTALLED MUST BE TAGGED "OUT OF SERVICE" AND MECHANICAL JOINT FITTINGS BY THE INSTALLATION OF 33-Tff,
FLAGGED, UTILIZING A RED CANVAS BAG WITH WHITE LETTERING. UNTIL SUCH TIME AS THE WATER POLYETHYLENE FILM PLACED BETWEEN THE FITTINGS AND
MAIN TO WHICH CONNECTED IS DISINFECTED AND CONNECTED TO THE ACTIVE WATER SYSTEM. POURED CONCRETE.
& SEE TABLE A-1 FOR AREA SIZED 8-NCH THROUGH 16OF CONCRETE REWIRED FOR MAIN = 47-3-8
DAZE: 04/241/2019 WD DWG. NO. 12 DAM 01/12/2019 WD DWG. NO. 6
SOLE: m sau.E FIRE HYDRANT .���'°a`RS¢ SOLE: m sau.E �� S¢ T:s1-11 „
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City of Hendersonville Engineering Department STANDARD INSTALLATION '- ::y;� :: r City of Hendersonville Engineering Department �' � k " r 00 - - - - - -
305 Williams Street r 305 Williams Street ''y,�WI.R' r I I
AND VALVE ASSEMBLY 0 +�
Hendersonville,NC 28792 Hendersonville,NC 28792 0 T I
[phone](office) DETAIL y (a28)697-3000(office) y ¢ ID T I
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www.cityofhendersonville.0rg f847 www.cityofhendersonville.0rg f847 I I
4/30/2019 11:1634 AM,mpomraning 4/30/2019 11!0239 AM,mpomraning
I 1
1570-16 PROJECT NUMBER:
21-118
Configuration Details: M od e I s U s-ecl: Door Sizes Used. ELEVATION: site 1 1 MAILBOXES: 16 1 PARCELS: 2
DATE:
1. Product Type: OILGstef Box Un#fs (10 1570-16 �16) 3"H Tenant 05/02/2024
2. Inst$I Ialll Mounted on a pedestal �1� 13-l+8°H PaMel PROJECT NAME! Marketplace at Wills River BRAWN BY;
3. F I n slh: Black 11) 9�7+5' H Ftarcel
4, Locks: Standard Cam Look, 3 keys DO NOT SCALE OFF DRAWING FLORENCE DATE: 05-08-202-�4 R.O. NO:
5. Ill id: E rigravfrrg
6, Master aaof; Prepared for USRS Master Lock W35 Corpora*DTv • MarrihcTlftin, K�665:F3 SCALE: NONE GU OTE NOl
Note: N umber piaceme!nl on drawing does not represent wwwAl ctzice WciIoaiyi , QQD.27:5 1747 DETAILS
tlti& final pa-sition of the erlgravirl{Aoec.a Is_ A �TAR RQXW E5 T=3y0%j Mw ^121 DRAWING NO. SHEET t OF 1
WEB-3Ch4i)07
MAIL KIOSK DETAIL Cliiiiiiiiiiiiii� 13
NOT TO SCALE