HomeMy WebLinkAbout20191587 Ver 1_18.00321 Partial Record Set 16Oct2019_20191115SCHEDULE OF DRAWINGS
G-001 ..... COVER SHEET
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G 002 GENERAL NOTES & LEGENDS
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C— 104 ..... PROPOSED FORCE MAIN STA. 50+ 00 STA. 64+
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C-106 ..... PROPOSED GRAVITY SEWER LINE
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VICINITY MAP
GRAPHIC SCALE I INCH =2000 FEET C-504 .... MISCELLANEOUS DETAILS
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C-505 ... STREAM CROSSING DETAILS
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E-001 ..... ELECTRICAL LEGEND, NOTES, SCHEDULES,
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55 BROAD STREET ASHEVILLE, NC 28801 PH. (828) 252-0575 FIRM LICENSE # C-0459
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GENERAL NOTESAND LEGENDSSHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO. DATE BY REVISION DESCRIPTIONL:\Broadstreet\Drawings\2018\18.00321\Design\Sewer\Drawings\18.00321 Design C3D2019.dwg 5/30/2019 10:22 AM IVAN MESSINAFILE NAME: 18.00321 DesignC3D2019.dwgMcGlilKnow what's
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Dial 811 or 1-800-632-4949N.C. One-Call Center
SEWER EXTENSION TOCHEROKEE COUNTY, NORTH CAROLINASNOWBIRD OUTFITTERSMTD18.00321MAY 2019IMMMKWPROPOSED SEWER & WATER LEGENDGENERAL EROSION CONTROL NOTESEC
43 UPDATED MARCH, 2017
GENERAL SEWER NOTES
UPDATED MARCH, 201734
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CTV
000000000000000000000000000000000EXISTING CONDITIONS LEGEND
1 INCH = FEETGRAPHIC SCALE
00
500
500 250 500 1000 1500
PROJECT AREA
CONFORMED
CONSTRUCTION
DRAWINGS
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TO EXISTING MANHOLE
(PER DETAILS)
1885
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1875
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1865
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TO EXISTING MANHOLE (PER DETAILS)
GRAPHIC SCALE
I INCH = 50 FEET
PROFILE
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VERT. 1 "= 5'
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1840 BY HORIZONTAL DIRECTIONAL DRILL
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RECORD DRAWING
This Drawing has been modified to reflect
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changes made during construction based
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upon information provided by the
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By Date
1930
1925
1920
00
CO
TEMPORARY SILT FENCE
PER DETAILS (TYP.)
0
GRAPHIC SCALE
PLAN
25 50
100 150
1 INCH = 50 FEET
4" HDPE FORCE MAIN
(TYP.)
1. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE VERIFIED IN THE
FIELD BY THE CONTRACTOR.
2. CONTRACTOR SHALL REMOVE AND REPLACE ROADWAY SIGNS AND MAILBOXES AS NECESSARY TO INSTALL PROPOSED
UTILITY LINE. CONTRACTOR SHALL COORDINATE SIGN REMOVAL AND REPLACEMENT WITH THE NCDOT.
3. CONTRACTOR SHALL COORDINATE WORK IN THE PROXIMITY OF UTILITY POLES WITH APPROPRIATE UTILITY COMPANIES.
4. CONTRACTOR SHALL PLACE A 2" LAYER OF SAND ON ALL ASPHALT OR CONCRETE SURFACES PRIOR TO PLACING
EXCAVATED MATERIAL.
5. CONTRACTOR SHALL CONTACT ALL UTILITY PROVIDERS CONCERNING EXACT LOCATION OF EXISTING LINES PRIOR TO
CONSTRUCTION. IF EXISTING UTILITY CABLES ARE ENCOUNTERED IN CONFLICT WITH PROPOSED UTILITY LINE, CONTRACTOR
SHALL STRIP OUT EXISTING CABLES, INSTALL PROPOSED UTILITY LINE, & RE —INSTALL EXISTING UTILITY CABLES.
6. ALL RIGHT OF WAY INFORMATION PROVIDED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
7. ALL UTILITY LINE INSTALLATIONS SHALL BE A MINIMUM OF 3' OFF THE EDGE OF PAVEMENT UNLESS SHORING MEASURES
APPROVED BY NCDOT AND THE ENGINEER ARE UTILIZED.
PROFILE
SCALE: HORIZ. 1 "= 50'
VERT. 1 "= 5'
PUMP STATION
(SEE SHEET C-107)
4—INCH HDPE
CREEK CROSSING
(SEE SHEET C-505)
ASPHALT DRIVE REPAIR
(PER DETAILS)
NO. I DATE I BY
W's
8—INCH DIP GRAVITY SEWER
CREEK CROSSING
(SEE SHEET C-505)
1930
1925
Wylke,
REVISION DESCRIPTION
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1905
1900
1895
1890
1885
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CREEK CROSSING FROM
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FORCE MAIN (TYP.) (n
1890
CONNECTION TO PUMP STATION
VALVE VAULT (SEE SHEET C-107)
1885
SHEET
65+00 66+00 67+00 68+00 69+00 70+00 71 +00 72+00 73+00 74+00 74+50 C=1 05
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GRAPHIC SCALE
PUMP STATION
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1.
LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE VERIFIED IN THE
7 '�
4—INCH HDPE
2.
FIELD BY THE CONTRACTOR.
CONTRACTOR SHALL REMOVE AND REPLACE ROADWAY SIGNS AND MAILBOXES AS NECESSARY TO INSTALL PROPOSED
CREEK CROSSING
UTILITY LINE. CONTRACTOR SHALL COORDINATE SIGN REMOVAL AND REPLACEMENT WITH THE NCDOT.
`
SHEET C-505)
3.
4.
CONTRACTOR SHALL COORDINATE WORK IN THE PROXIMITY OF UTILITY POLES WITH APPROPRIATE UTILITY COMPANIES.Bill(SEE
CONTRACTOR SHALL PLACE A 2" LAYER OF SAND ON ALL ASPHALT OR CONCRETE SURFACES PRIOR TO PLACINGEXCAVATED
MATERIAL
5.
CONTRACTOR SHALL CONTACT ALL UTILITY PROVIDERS CONCERNING EXACT LOCATION OF EXISTING LINES PRIOR TOA
CONSTRUCTION. IF EXISTING UTILITY CABLES ARE ENCOUNTERED IN CONFLICT WITH PROPOSED UTILITY LINE, CONTRACTOR''k,3
SHALL STRIP OUT EXISTING CABLES, INSTALL PROPOSED UTILITY LINE, & RE -INSTALL EXISTING UTILITY CABLES.`
6.
ALL RIGHT OF WAY INFORMATION PROVIDED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
7.
ALL UTILITY LINE INSTALLATIONS SHALL BE A MINIMUM OF 3' OFF THE EDGE OF PAVEMENT UNLESS SHORING MEASURES
APPROVED BY NCDOT AND THE ENGINEER ARE UTILIZED.,..-'
40 60
I INCH = 20 FEET
PROFILE
SCALE: HORIZ. 1 "= 50'
VERT. 1 "= 5'
1930
1930
1925
1925
1920
1920
J
1915
1915
1910
1910
1905
\--56.31 LF 8" DIP
31.18 LF 8" DIP ® 0.50%
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1905
14.73
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1900
1900
1895
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PLPLPLPLPLPLPLPUMP STATIONDETAILSSHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO. DATE BY REVISION DESCRIPTIONL:\Broadstreet\Drawings\2018\18.00321\Design\Sewer\Drawings\18.00321 Design C3D2019.dwg 5/30/2019 10:22 AM IVAN MESSINAFILE NAME: 18.00321 DesignC3D2019.dwgMcGlilSEWER EXTENSION TOCHEROKEE COUNTY, NORTH CAROLINASNOWBIRD OUTFITTERSMTD18.00321MAY 2019IMMMKWSCALE 1"=10'
PUMP STATION SECTION VIEW
PUMP STATION PLAN VIEW
PUMP STATION SITE PLAN
PUMP STATION
UPDATED FOR THIS PROJECT
NOT TO SCALE
SUBMERSIBLE SEWAGE
25
S
CONFORMED
CONSTRUCTION
DRAWINGS
MISCELLANEOUSDETAILSSHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO. DATE BY REVISION DESCRIPTIONL:\Broadstreet\Drawings\2018\18.00321\Design\Sewer\Drawings\18.00321 Design C3D2019.dwg 5/30/2019 10:22 AM IVAN MESSINAFILE NAME: 18.00321 DesignC3D2019.dwgMcGlilSEWER EXTENSION TOCHEROKEE COUNTY, NORTH CAROLINASNOWBIRD OUTFITTERSMTD18.00321MAY 2019IMMMKWPLAN
PRECAST CONCRETE MANHOLE
MANHOLE RING AND COVER
MANHOLE STEPS
PRECAST CONCRETE MANHOLE DETAILS
1
MANHOLE INVERTS
SECTION A-A
PLAN
ELEVATION
SIDE ELEVATION
SECTION A-A
ELEVATION VIEW
HALF PLAN OF MANHOLE
RING & COVER
SECTION A-A
MANHOLE COVER
SECTION A-A
MANHOLE RING
UPDATED MARCH, 2017
NOT TO SCALE
S
SECTION A-A
SECTIONAL PLAN
MANHOLE FORCE MAIN CONNECTION
UPDATED MARCH, 2017
NOT TO SCALE30
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CHAIN LINK FENCE and DOUBLE GATEM
29 UPDATED FOR THIS PROJECT
CONFORMED
CONSTRUCTION
DRAWINGS
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TRAFFIC RATED DOT TRAFFIC RATED, PROPOSED DUCTILE IRON PIPE PROPOSED 4' MIN.
NATURAL
17X30X12 SEWER LINE SEWER LINE GROUND w
NATURAL � W
• APPROVED TRANSITION APPROVED TRANSITION GROUND 2'
Z
HDPE DIP DIP HDPE ADAPTER w/ S.S. CLAMPS ADAPTER w/ S.S. CLAMPS r a
FORCE MAIN FORCE MAIN FORCE MAIN FORCE MAIN PER DETAIL PER DETAIL
TOP STREAM BANK n
EXTEND FILTER FABRIC ~ Z
12" INTO CHANNEL BANK
J\�/\ j\ // r V//00
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HDPE TO DIP a • TRANSITION COUPLING MIN. 20' DIP WATER r��/j / //\\// (18" MINIMUM THICKNESS) Z °O
TRANSITION COUPLING
SEWAGE C014BINA11ON LINE CENTERED AT / POINT OF CROSSING / / / \ I ( a
/\/\/\/\//� Q REMOVE SANDBAGS
AIR VALVE -/ �\ .\\r\\ram \\ FILTER FABRIC BLANKET O
TEMP. 18' CMP UPON REMOVAL OF CREEK w r,
(MIRAFI 140N OR APPROVED EQUAL) o
FOR STREAM FLOW CROSSING STRUCTURES AND PIPE, ' 00
IMMEDIATELY INSTALL COIR N
PRECAST CONCRETE BOX, 10' MIN. -�-� 10' MIN. MATTING (NO BACKING) ON \� ! /r l REMOVE TEMP. 18" V 1 Z
DOT TRAFFIC RATED, SECTION AA
STEEL DIAMOND PLATE DOT TRAFFIC
DISTURBED AREAS OF CREEK SIDE ); �;.. CMP FOR STREAM
SLOPES, OVERLAP MATTING MIN., FLOW, UPON r�a
BOLT -DOWN LID, DOT NOTE: r�-�
OF 2' TO ADJACENT � �,, --� COMPLETION OF Y1
TRAFFIC RATED FINISHED THIS DETAIL SHALL ONLY BE USED IF 10' MINIMUM HORIZONTAL TEMP. 18" CMP NON -DISTURBED AREAS. DO NOT �` SEWER PIPE
GRADE SEPARATION OR A MINIMUM 18" VERTICAL SEPARATION WITH
FOR STREAM FLOW MAT CREEK BOTTOM f ; INSTALLATION
WATER OVER SEWER CAN NOT BE MAINTAINED. 6" OF #57
\ p.• < �\ 1, WASHED STONE SANDBAGS Ll\
TAINLESS STEEL 10'
BRASS PIPING WATER LINE CROSSING UNDER ~) Ir --- z
STREAM w `? x
, ER DETAIL 2 BED Cr
--- x
r^ 12" PRECAST RISER SANITARY SEW 1 _ EXCAVATED w
MAINTAIN MIN. COVER SECTIONS AS NEEDED NOT TO SCALE iv MATERIAL — — �,,, FLOW — — 9
SHUTOFF VALVE W SEWAGE COMBINATION
QUICK CONNECT / AIR VALVE
COUPLING GATE d //%\i /r \ ,\ r� '\\�,\ \//\/\\/\ TRENCH WIDTH \/\�
/�/� �\ \ /�/ / / / �// 6" OF #57
VALVE a \ FILTER FABRIC \/\\� VARIES \\/ WASHED STONE ' ONCE INSTALLATION IS
/ �' a ,-\ COMPLETE BACKFILL
CLASS B RIPRAP REMOVE AFTER �X� TRENCH IMMEDIATELY
r CONSTRUCTION OR REUSE FOR -NOTE: BOTTOM OF
r}
\ STREAM i STREAM BED SHALL
M BANK STABILIZATION)
BE RESTORED TO THE
\\' �, PROPOSED ORIGINAL ELEVATION
QUICK CONNECT W/ /\/� // \\//\//\//\//\//\ OPENING.GROUT N0PE 1 CONTACT
WATER LINE EXISTING
WATER OR SEWER LINE
COUPLING !\\r. r\\ \\r\\r\\r\\r\\r\\ '
BETWEEN PIPE AND MANHOLE
SECTION BB y
BRASS OR STAINLESS STAINLESS STEEL MINIMUM 6" NO.
STEEL PIPING 57 WASHED STONE x %/ '\ COMPLETELY REMOVE
SERVICE SADDLE
(MATCH VALVE SIZE)
TOP STREAM BANK ALL ROCK ASSOCIATED WITH DAM
NOTES. 18" MIN. Q
1. COMBINATION AIR VALVE TO BE INSTALLED AT ACTUAL HIGH POINT OF LINE. I B
OR DETAILED IN THE SPECIFICATIONS. Z
2. VALVE SIZE AS SHOWN ON DRAWINGSO
PROPOSED
3. ALL PIPING AND VALVES FOR COMBINATION AIR VALVE SHALL BE BRASS, SEWER LINE
BRONZE OR STAINLESS STEEL OR OTHER CORROSION RESISTANT MATERIAL. ( a I SANDBAGS
4. CONTRACTOR SHALL ADJUST THE DEPTH OF THE FORCE MAIN AT ALL HIGH w U)
POINTS TO ACCOMMODATE THE INSTALLATION OF THE COMBINATION AIR ( V) I O U
VALVE. TEMP. 18" CMP I"" W
5. CONTRACTOR TO SUPPLY CONNECTING HOSE WITH APPROPRIATE LENGTH AND NOSTABILIZE STREAM BANK PER FOR STREAM FLOW rE C CREEK BANK RESTORATION DETAIL Z
FITTINGS BETWEEN BLOWOFF AND SHUTOFF VALVES. DETAIL AFTER PIPE INSTALLATION
WATER LINE CROSSING OVER - 36 UPDATED MARCH, 2017 O ~ Q
VALVE SANITARY SEWER DETAIL � � NOT TO � ��- Z z
SEWAGE FORCE MAIN COMBINATION AIR V I
NOT TO SCALE ----�——y----- W
UPDATED FOR THIS PROJECT _
NOT TO SCALE
o
3 w X Q
W Z
z ; ---
w FLOW O
---- - - - --- W m O
• PROPOSED
Z V
WATER OR SEWER 0 3: 6" OF #57 I I LINE W W
WASHED STONE Z W
MASONRY SEAL AT I I RIPRAP DAM (n O i
BOTH ENDS OF O
ENCASEMENT PIPE CARRIER PIPE
W
r/
A A
WEEP HOLE ON BOTTOM
STEEL ENCASEMENT OF THE PIPE AT THE
LOWER END
o �( I 3
2 PIECE STAINLESS STEEL B N It v
SUPPORT AND SPACER w/
m w III
PER JOINT OF CARRIER PIPE PLAN
o j. �
CO O m W W W
NOTE: ALL DISCHARGE FROM DE -WATERING THE WORK
p� Z m Z� Q M
AREA SHALL BE PUMPED TO EITHER A TEMPORARY
SEDIMENT TRAP OR DE -WATERING SILT BAG PER DETAILS Z W O CI 2 0) Z o
in H to o U)Z W o
O Q W Q W O jao
EC CREEK CROSSING - SMALL
STEEL ENCASEMENT STEEL ENCASEMENT SOLID MASONRY 33 UPDATED MARCHSCALE, 2017
SEAL AT UPPER NOT
END OF PIPE
BOLT -ON TYPE SKID
OR STAINLESS STEEL
O
W U/
Z
STAINLESS STEEL BOLT a
RECORD DRAWING W W
WEEP HOLES ��` !�
U0
CARRIER PIPE BOLT -ON TYPE SKID CARRIER PIPE w/ ON BOTTOM This Drawing has been modified to reflect ����N CARO,
(MIN. 2 PER JOINT, RESTRAINED JOINTS, AT LOWER p o �FESS/pN,°
SPACED EVENLY) FIELD LOCK GASKETS END OF PIPE Changes made during construction based ` 20 Q� q� oy ;
OR EQUAL. _ -
upon information provided by the SEAL _ =
Contractor and construction observations 024487 0
NOTE: FOR PRESSURE CARRIER PIPES, IF SUITABLE UNDISTURBED EARTH IS NOT AVAILABLE FOR THRUST BLOCKS made by the Owner's ACo*�� FN °• °O\\
DUE TO EXCAVATION, CONTRACTOR SHALL ATTACH THREADED RODS
AS SPECIFIED IN THRUST BLOCK DETAILS TO Authorized %� •• GINE;E•
THE ENCASEMENT AND ROD FITTINGS DIRECTLY TO THE ENCASEMENT PIPE. ATTACHMENT OF THE RODS SHALL BE �''�
BY WELDING DIRECTLY TO THE ENCASEMENT PIPE OR BY WELDING EYE BOLTS TO THE ENCASEMENT FOR R resentative. ''��iEL T • ���
�
ATTACHMENT OF THREADED RODS WITH NUTS. MINIMUM OF THREE RODS REQUIRED PER FITTING.
By Date 4/4
SHEET
rS` ENCASEMENT DETAIL - STANDARD
16 UPDATED MARCH, 2017
NOT TO SCALE
NO. DATE BY REVISION DESCRIPTION C=502
MISCELLANEOUSDETAILSSHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO. DATE BY REVISION DESCRIPTIONL:\Broadstreet\Drawings\2018\18.00321\Design\Sewer\Drawings\18.00321 Design C3D2019.dwg 5/30/2019 10:22 AM IVAN MESSINAFILE NAME: 18.00321 DesignC3D2019.dwgMcGlilSEWER EXTENSION TOCHEROKEE COUNTY, NORTH CAROLINASNOWBIRD OUTFITTERSMTD18.00321MAY 2019IMMMKW
SILT FENCEEC
1 UPDATED MARCH, 2017
NOT TO SCALE
CHANNEL MATTING - SMALL DITCHEC
48 UPDATED MARCH, 2017
NOT TO SCALEEXCAVATED MATERIAL STOCKPILEST47UPDATED MARCH, 2017
NOT TO SCALE
WATTLE SECTION
STAKE DETAILS
WATTLE DITCH PROTECTIONEC
23 UPDATED MARCH, 2017
NOT TO SCALE
EXISTING CULVERT PROTECTION - WATTLEEC
20 UPDATED MARCH, 2017
NOT TO SCALE
STREAM BANK PROTECTION - EXCAVATIONEC
38 UPDATED MARCH, 2017
NOT TO SCALE
CONFORMED
CONSTRUCTION
DRAWINGS
MISCELLANEOUSDETAILSSHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO. DATE BY REVISION DESCRIPTIONL:\Broadstreet\Drawings\2018\18.00321\Design\Sewer\Drawings\18.00321 Design C3D2019.dwg 5/30/2019 10:22 AM IVAN MESSINAFILE NAME: 18.00321 DesignC3D2019.dwgMcGlilSEWER EXTENSION TOCHEROKEE COUNTY, NORTH CAROLINASNOWBIRD OUTFITTERSMTD18.00321MAY 2019IMMMKW
ASPHALT DRIVE REPAIRST5UPDATED MAY, 2018
NOT TO SCALE
TRENCHING DETAILS
UNDERCUT EXCAVATION
IN UNSTABLE SOILS TYPES
STANDARD EXCAVATION
IN WET CONDITIONS
STANDARD EXCAVATION
STANDARD EXCAVATION OVERCUT EXCAVATION
GRAVITY SEWER
UPDATED MARCH, 2017
NOT TO SCALE
4
S
SEWER FORCE MAIN TRENCHING
STANDARD EXCAVATION OVERCUT EXCAVATION
UPDATED FEBRUARY, 2018
NOT TO SCALE24
S
GRAVEL DRIVE REPAIRST6UPDATED MARCH, 2017
NOT TO SCALE
FORCE MAIN LINE INSTALLATION
ON NCDOT ROAD SHOULDER
NOT TO SCALE
UPDATED FOR THIS PROJECT
UTILITY TRENCH ON BENCHED SLOPE
UPDATED MARCH, 2017
NOT TO SCALE22
S
SLOPE MATTING INSTALLATION
UPDATED MARCH, 2017
EC
11 NOT TO SCALE
CONFORMED
CONSTRUCTION
DRAWINGS
STREAM BANK
RESTORATION
PER DETAIL EC-36
TEMPORARY
SILT FENCE
PER DETAIL EC-1
(TYP.)
EXISTING
OVERHEAD POWER
4—INCH HDPE
FORCE MAIN (TYP.)
STREAM BANK
RESTORATION
PER DETAIL EC-36
4—INCH HDPE
CREEK CROSSING FROM
STA. 55+34 TO STA. 55+70
PER DETAIL EC-33
STREAM CROSSING DETAIL
McCLENNAN CREEK AT PISGAH ROAD
SCALE 1 "=10'
STREAM BANK
RESTORATION
PER DETAIL EC-36
TEMPORARY
SILT FENCE
PER DETAIL EC-1
(TYP-)
- 4—INCH HDPE
' FORCE MAIN (TYP.)
4—INCH HDPE
CREEK CROSSING FROM
STA. 72+94 TO STA. 73+22
PER DETAIL EC-33
STREAM BANK
RESTORATION
PER DETAIL EC-36
8—INCH DIP GRAVITY SEWER
CREEK CROSSING FROM
STA. 10+61 TO STA. 10+99
PER DETAIL EC-33
TEN
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STREAM CROSSING DETAIL
McCLELLAN CREEK AT SNOWBIRD OUTFITTERS
SCALE 1 "=10'
This Drawing has been modified to reflect
changes made during construction based
upon information provided by the
Contractor and construction observations
made by the Owner's Authorized
p esentative.
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NO. I DATE I BY
REVISION DESCRIPTION
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LIGHTINGSWITCHING234DMPMMIMPTTELECOMMUNICATIONABBREVIATIONSCONDUIT FEEDERS AND BRANCH CIRCUITSPANELBOARDSTYPICAL ANNOTATIONGENERAL NOTES:DUCTBANK SYMBOL KEYPROCESS & INSTRUMENTATION LEGENDPROCESS EQUIPMENT TAGGINGINSTRUMENT & FUNCTION TAGGINGPOWEREQUIPMENT:SAFETY SWITCH DESIGNATORLETTERSUCCEEDING LETTERSFIRST LETTERSINSTRUMENT IDENTIFICATION TABLEMEASURED ORINITIATING VARIABLEREADOUT ORPASSIVE FUNCTIONVARIABLEMODIFIEROUTPUT/ACTIVEFUNCTIONFUNCTIONMODIFIERDLG18.00321FEBRUARY 2019SARSHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO. DATE BYREVISION DESCRIPTIONL:\Broadstreet\Drawings\2018\18.00321\Design\Electrical\Drawings\18.00321 - E-001 Elec Legend and Notes.dwg 4/11/2019 7:38 AM SONJA ROBERTSFILE NAME: 18.00321 - E-001 Elec Legendand Notes.dwgSEWER EXTENSION TOCHEROKEE COUNTY, NORTH CAROLINATOWN OF ANDREWSSNOWBIRD OUTFITTERSE-001ELECTRICAL LEGEND,NOTES, SCHEDULES,AND ABBREVIATIONSDigitally signed by Daniel L Griffee Date: 2019.04.12 13:12:51 -04'00'
SWITCHRACK LAYOUTPUMP STATION ELECTRICAL PLAN VIEWSNOWBIRDPUMP STATION SITE ELECTRICAL PLANSNOWBIRD PUMP STATIONCONTROL PANEL (PCP-100) ONE-LINESNOWBIRD PUMP STATIONPOWER ONE-LINEDLG18.00321FEBRUARY 2019SARSHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO. DATE BYREVISION DESCRIPTIONL:\Broadstreet\Drawings\2018\18.00321\Design\Electrical\Drawings\18.00321 - E-100 Elec Plan.dwg 4/12/2019 12:43 PM SONJA ROBERTSFILE NAME: 18.00321 - E-100 ElecPlan.dwgSEWER EXTENSION TOCHEROKEE COUNTY, NORTH CAROLINATOWN OF ANDREWSSNOWBIRD OUTFITTERSE-101SNOWBIRD PUMP STATIONELECTRICAL PLANPANELLP-100BUS AMP 100 MIN. A.I.C.10,000MAIN BREAKER100MOUNTING SURFACE PHASE 3WIRE 4VOLTAGE 120/208LOCATION ELECTRICAL RACKNEMA TYPE 4XSSCKTDESCRIPTIONBREAKERLOAD ( KW )WIREGND. COND COND GND. WIRELOAD ( KW )BREAKERDESCRIPTIONCKTAMPPOLESABC NO SIZE SIZE SIZE SIZE SIZE SIZE NOABCPOLESAMP1GENERATOR HEATER2021312 123/4 3/412 12 20.2120 RECEPTACLES231-120SPARE 45GEN. BATT. CHARGER2010.7212123/4-120SPARE67 SPARE201--120SPARE89SPACE - PFFBSPACE - PFFB1011SPACE - PFFBSPACE - PFFB1213SPACE - PFFBSPACE - PFFB 1415 SPACE - PFFBSPACE - PFFB 1617 SPACE - PFFBSPACE - PFFB18SUB-TOTAL LOAD KW110.7 SUB-TOTAL LOAD KW 0.2 0 0TOTAL LOAD KW1.2 10.7 DRAWING NOTES:ENGINE-GENERATOR SET SCHEDULEMARKSTANDBYRATING(KW)RATEDPFVOLTAGESTARTINGKVA AT 15%VOLTAGE DIPOUTPUTCB TRIPRATING(A)AUTOMATIC TRANSFER SWITCH SCHEDULEMARKSWITCHRATING(A)SWITCHEDPOLESVOLTAGECLOSING ANDWITHSTAND RATING(RMS SYM. A)NEMA 250ENCLOSURERATINGDigitally signed by Daniel L Griffee Date: 2019.04.12 13:13:11 -04'00'
SWITCHRACK FRAME/FOUNDATION DETAILFRONTE1NOTE: SEE LAYOUT ON SHEET E-101.WETWELL AND VALVE VAULT HAZARDOUS LOCATION DETAILWET WELL ORBASIN VENTILATIONVALVE VAULTSECTION VIEWPLAN VIEWE4GROUNDING COUNTERPOISE DETAILE3NOTES:TYPICAL SITE ELECTRICAL TRENCH DETAILE2EXTERIOR ELECTRICAL EQUIPMENT PADE5TYPICAL CONDUIT STUB UPE6GENERATOR PAD DETAILE7DLG18.00321FEBRUARY 2019SARSHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO. DATE BYREVISION DESCRIPTIONL:\Broadstreet\Drawings\2018\18.00321\Design\Electrical\Drawings\18.00321 - E-500 Elec Details.dwg 4/12/2019 7:52 AM SONJA ROBERTSFILE NAME: 18.00321 - E-500 ElecDetails.dwgSEWER EXTENSION TOCHEROKEE COUNTY, NORTH CAROLINATOWN OF ANDREWSSNOWBIRD OUTFITTERSE-501ELECTRICAL DETAILSDigitally signed by Daniel L Griffee Date: 2019.04.12 13:13:31 -04'00'