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Home My WebLink About20191587 Ver 1_18.00321 Partial Record Set 16Oct2019_20191115SCHEDULE OF DRAWINGS G-001 ..... COVER SHEET LL _ G 002 GENERAL NOTES & LEGENDS �.� ro $e �7►y,1� [ s w i� ' ty Pd + r..J p�"+`y E' `� r, / t C-101 ..... PROPOSED FORCE MAIN STA. 10+00 — STA. 23+00 \ J� '��"�'� ` )�•� ,�o �@' � �^� v err �'rrn �,-- ?�� >r. ♦ / �Zv -a" F � r it # 1 - ` . `•Y� �. s �l"' Yx:rI -. `^p l a J �` _-'�+- ,.'"� J tjt 1& �\ . < /� " � •'" • �� :._tom �? C-102 ..... PROPOSED FORCE MAIN STA. 23+00 — STA. 37+00 � .Q � 1� ( _ I �s �# • � �z � �• v� {' �`� "�` �l C-103 ..... PROPOSED FORCE MAIN STA. 37+00 — STA. 50+00 vfir ' +�� PROJECTS: AREA — C— 104 ..... PROPOSED FORCE MAIN STA. 50+ 00 STA. 64+ 00 Y MEN - M C 105 ..... PROPOSED FORCE MAIN STA. 64 00 STA. 73 43 C-106 ..... PROPOSED GRAVITY SEWER LINE � '��' � fr ... • J 3 �,P" 'f{. 1 Z �f nr'4 - � � k x °3,;ky-: ' C-107 ..... PUMP STATION DE TAILS C-501 ..... MISCELLANEOUS DETAILS . e�� z . � ra ,91 `\ // 4r \ 1 `� ro ,i ;. .9 • .. , z- � a x� v, C 502 ..... MISCELLANEOUS DETAILS y m C-503 .... MISCELLANEOUS DETAILS m 2000 0 1000 2000 4000 VICINITY MAP GRAPHIC SCALE I INCH =2000 FEET C-504 .... MISCELLANEOUS DETAILS N C-505 ... STREAM CROSSING DETAILS • E-001 ..... ELECTRICAL LEGEND, NOTES, SCHEDULES, r AND ABBREVIATIONS H Rp oFESS/o* .,% 9<o-7 SEAL o = 024487 E-101 ..... SNOWBIRD PUMP STATION ELECTRICAL PLAN 0 _ . o A S S O C I A T E S N ;�;VGINEE��° �p\` ENGINEERING • PLANNING • FINANCE //''',fri�l\a�E-501 ..... ELECTRICAL DETAILS 55 BROAD STREET ASHEVILLE, NC 28801 PH. (828) 252-0575 FIRM LICENSE # C-0459 c 1 11 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 R 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 S CTV 000000000000000000000000000000000EXISTING CONDITIONS LEGEND 1 INCH = FEETGRAPHIC SCALE 00 500 500 250 500 1000 1500 PROJECT AREA CONFORMED CONSTRUCTION DRAWINGS Q Z W 2 Z Q Q 00 0 N a 8 M 0 0 CONNECT 4" HDPE FORCE MAIN TO EXISTING MANHOLE (PER DETAILS) 1885 ;=l, 1875 iE-yll] 1865 CONNECT 4" HDPE FORCE MAIN TO EXISTING MANHOLE (PER DETAILS) GRAPHIC SCALE I INCH = 50 FEET PROFILE SCALE: HORIZ. 1 "= 50' VERT. 1 "= 5' /1, 1885 11880 1875 1870 1865 rn N0 H �I 8m O �-: m W > W > 0 w ' m� z >- coz z i�i O a 0 a) Z o coI- 0 Q v� W Q u) W Z 0 W o �00 3 O 0 cl 0 Mr- /� O 1860 1860 O COMBINATION AIR VALVE -�- �5" cMP (PER DETAILS) � � Z co elz�7 W Q N 1855 ' D1P COMBINATION AIR VALVE � 1855 VJ 1 (PER DETAILS) O W O IN O O 1850 u " 1850 O r 4 HDPE SDR 13.5 a, LJL Q FORCE MAIN (TYP.) "miN- W 1845 30 LF 4" HDPE FORCE MAIN INSTALLED UNDER SR 1505 1840 BY HORIZONTAL DIRECTIONAL DRILL v 1845 1840 SHEET 9+50 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 cmi 01 Q Z W Z Q �_ Q �_ 0 rn 0 N to O 3 `o U N Z44/ v RECORD DRAWING This Drawing has been modified to reflect ,,,,,,,,, l 1, j,,,, ,.��N �AR0'''%, changes made during construction based 9 9 o`�°oFEss'oN� off upon information provided by the = o SEAL Contractor and construction observations = o 024487 °oo ° made by the Owner's Authorized o '=� , F"0INE�� o�o;� resentatlVe. ''y�E�,_T \ 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 WZW 00 00 Con (/i 3:00 �W W z F_ pC o� � Z� Z woa w �� o Wm W° �U)Z �o 4„ HDPE rn W W o m �0°-1915 ww ui1915 U W W O � Z m Z 04 Z LLI (0 Z MO " m F- to 0 Z 18 °r° O5 0 0 0 OV U_ 0 1910 1905 1900 1895 1890 1885 64+00 1910 18" CM 1905 co � z + L 36" CMP C� f" �i Q . -v CC 1900 G 0 4-INCH HDPE O W O CREEK CROSSING FROM STA. 72+94 TO STA. 73.1 V + lilt \1 19PER DETAIL EC-33 0�/ " 1895 LL O LL Q 4" HDPE SDR 13.5 I — 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 s -7, CJ b0 �j 4 ��iLi r PLAN 10 20 GRAPHIC SCALE PUMP STATION (SEE SHEET C-107) .t... ,,, .... .... .. ... .... ..<... .... ,;:_ ., , ._: ,., . , ., ,. ,... , . ., ems• r, -v ., _. f ..,. ,... ....i... ..,..._ _,,,__ -.. z..._. ,.:..> �WMIN_�; i ,.... >x. NOTES: aj 3 L F 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% 00.50% 1905 14.73 LF 8" DIP ® 1.00% 1900 1900 1895 0 1895 00 0 O 000 ccooN �N Mo 1890 06 O�OW rn � �� c0rn ��O �- NV-T N 1890 OWZuj O M�WZ NOWZ WO V)OZO cnI—_m =Ia-OZ cnI—_ =la-O> m (nRk =ha-'O> m V)I—? QTY(3) 20—LF 6" PVC SDR 35 SERVICE LINE STUBOUT ® 0.807 WITH PLUG REVISION DESCRIPTION �: 0w W z � pC o rm% z=Z LL B oa W�� O Wm W ° Z 2 0 � N04 0 W p ca j _W `O 06 O m -2 > > v O o m w IX <N Z Z z LLI T p C7 � Z cot, 0 Q W Q W O Job -3 D 0 0 0 Q[L- SHEET Cml 06 8+50 9+00 10+00 11 +00 12+00 12+50 PLPLPLPLPLPLPLPUMP 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 S CHAIN LINK FENCE and DOUBLE GATEM 29 UPDATED FOR THIS PROJECT CONFORMED CONSTRUCTION DRAWINGS Q Z co 0) W 2 Z 0 N CO O 3 v STEEL DIAMOND PLATE V 1 w 0 U BOLT -DOWN LID, DOT PRECAST CONCRETE BOX, 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 HDPE TO DIP 12„ MIN. \ \ \\ CLASS B RIPRAP I U Z N 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 SCALEEXCAVATED 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 z K o 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. By Date /n/ l o��oF Es SEAL 024487 0 oo C) Cn 3:: �U) w W z pC o� � Z� Z w p Q H w � �m0 W °2 �z C/' O i O Z o Ncli p O m O m 2>> p 8 06 p O Z m Z a j Z Z Z o m I- 0 Q cn w p Q m w 0 W o -j06 3 p p U p U iL V- SHEET NO. I DATE I BY REVISION DESCRIPTION C=505 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.dwgSEWER 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-LINEDLG18.00321FEBRUARY 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.dwgSEWER 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.dwgSEWER EXTENSION TOCHEROKEE COUNTY, NORTH CAROLINATOWN OF ANDREWSSNOWBIRD OUTFITTERSE-501ELECTRICAL DETAILSDigitally signed by Daniel L Griffee Date: 2019.04.12 13:13:31 -04'00'