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HomeMy WebLinkAboutSP201600005 Plan - Other (not approved) Special Use Permit 2016-04-29I EMERGENCY INFORMATION: I CHARLOTTESVILLE CITY FIRE DEPARTMENT: (434)9703245 CHARLOTTESVILLE POLICE DEPT: (434) 9703260 I PROJECT TEAM APPLICANT: VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 MERLE DAIGER (804)543-7573 PROJECT MANAGEMENT FIRM: GDN SITES CHADFRECKMANN (434)998-4473 ENGINEERING FIRM: NB•C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE, SUITE 100 GLEN ALLEN, VA 23080 804548-4079 VerlMnwireless SITE NAME: SOUTHLAND 325 WINDING RIVER LANE CHARLOTTESVILLE, VA 22911 ALBEMARLE COUNTY VICINITY MAP SCALE: 1" =2000' t, u L»r r i Fr**4" Or Lit dm TOS � +kn14inl pAp AO i 10 SITE r _ II - ar' c xse, Wwdirn!ft4s SZ :.� DIRECTIONS FROM 1831 RADY COURT:HEAD NORTHWEST ON RADY CT TOWARD RADY ST. TURN LEFT ONTO RADY ST. TURN LEFT ONTO MAGNOLIA ST. TURN RIGHT ONTO MECHANICSVILLE TURNPIKE. SLIGHT RIGHT ONTO THE INTERSTATE 64 W RAMP TO INTERSTATE 95. MERGE ONTO 1.84 W. CONTINUE ONTO I -W-95 N. KEEP RIGHT TO CONTINUE ON IS4 W, FOLLOW SIGNS FOR INTERSTATE 64 WINTERSTATE 195 SIPOWHITE PKWYICHARLOTTESVILLE. TAKE EXIT 124 FOR US -250 TOWARD CHARLOTTESVILLEISHADWELL. TURN RIGHT ONTO US -25D W. TURN RIGHT ONTO VA -20 S. TURN LEFT. ONTO WINDING RIVER LN. TURN LEFT. TURN RIGHT. TURN LEFT. DESTINATION WILL BE ON THE RIGHT CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. • 2009 INTERNATIONAL BUILDING CODE ANSIITIA-222-G • 2GN NATIONAL ELECTRICAL CODE TIA 807 • 2009 NFPA 101, LIFE SAFETY CODE • INSTITUTE FOR ELECTRICAL & ELECTRONICS ENGINEER 61 2009 IFC IEEE C2 NATIONAL ELE07RIC SAFETY CODE LATEST EDITION • AMERICAN CONCRETE INSTITUTE TELECOROIA GR -1275 • AMERICAN INSTITUTE OF STEEL CONSTRUCTION ANSIr r 311 • MANUAL OF STEEL CONSTRUCTION 13TH EDITION N1-LLH 7 z TOTALLY COMMITTED NB -C ENOINEEAING SERVICES, LLC. HW!D•u�IU 1M OLEHAUF,♦ W ld0!] �9A SITE INFORMATION PROJECT DESCRIPTION: INSTALLATION OFANTENNAS, ASSOCIATED EQUIPMENT & POWER MOUNT POLE ON AN EXISTING UT17Y LATTICE TOWER SITE ADDRESS: 325 WINDING RIVER LANE Z CHARLOTTESVILLE, VA 22911 LATITUDE (NAD 83): 30'02'09.519" LONGITUDE (NAD 83): -78'2T 17.104" GROUND ELEVATION: 358.8' (AMSL) JURISDICTION: ALSEMARLECOUNTY ZONING: C1 & CO PARCEL ID: 07880-01-00-10100 PARCEL OWNER: RIVER'S EDGE III, LLC. z 320 WINDING RIVER LANE C-2 CHARLOTTESVILLE, VA 22911 TOWER OWNER: DOMINION POWER a 701 EAST CARY STREET, 12TH FLOOR _w oz RICHMOND, VA 23219 STRUCTURE TYPE: UTILITY POWER POLE INSIDE LATTICE TOWER OVERALL HEIGHT: 134.0' (AGL) STRUCTURE HEIGHT: 130-0' (AGL) PROPOSED IMPERVIOUS REVISIONS AREA: 440,D SQ. FT. PROPOSED LIMITS OF 800.0 SQ. FT. DISTURBANCE: EQUIPMENT PLATFORM DETAILS POWER PROVIDER: DOMINION POWER (886) 887-3000 TELCO PROVIDER: CENTURY LINK (665) 837-9528 I EMERGENCY INFORMATION: I CHARLOTTESVILLE CITY FIRE DEPARTMENT: (434)9703245 CHARLOTTESVILLE POLICE DEPT: (434) 9703260 I PROJECT TEAM APPLICANT: VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 MERLE DAIGER (804)543-7573 PROJECT MANAGEMENT FIRM: GDN SITES CHADFRECKMANN (434)998-4473 ENGINEERING FIRM: NB•C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE, SUITE 100 GLEN ALLEN, VA 23080 804548-4079 VerlMnwireless SITE NAME: SOUTHLAND 325 WINDING RIVER LANE CHARLOTTESVILLE, VA 22911 ALBEMARLE COUNTY VICINITY MAP SCALE: 1" =2000' t, u L»r r i Fr**4" Or Lit dm TOS � +kn14inl pAp AO i 10 SITE r _ II - ar' c xse, Wwdirn!ft4s SZ :.� DIRECTIONS FROM 1831 RADY COURT:HEAD NORTHWEST ON RADY CT TOWARD RADY ST. TURN LEFT ONTO RADY ST. TURN LEFT ONTO MAGNOLIA ST. TURN RIGHT ONTO MECHANICSVILLE TURNPIKE. SLIGHT RIGHT ONTO THE INTERSTATE 64 W RAMP TO INTERSTATE 95. MERGE ONTO 1.84 W. CONTINUE ONTO I -W-95 N. KEEP RIGHT TO CONTINUE ON IS4 W, FOLLOW SIGNS FOR INTERSTATE 64 WINTERSTATE 195 SIPOWHITE PKWYICHARLOTTESVILLE. TAKE EXIT 124 FOR US -250 TOWARD CHARLOTTESVILLEISHADWELL. TURN RIGHT ONTO US -25D W. TURN RIGHT ONTO VA -20 S. TURN LEFT. ONTO WINDING RIVER LN. TURN LEFT. TURN RIGHT. TURN LEFT. DESTINATION WILL BE ON THE RIGHT CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. • 2009 INTERNATIONAL BUILDING CODE ANSIITIA-222-G • 2GN NATIONAL ELECTRICAL CODE TIA 807 • 2009 NFPA 101, LIFE SAFETY CODE • INSTITUTE FOR ELECTRICAL & ELECTRONICS ENGINEER 61 2009 IFC IEEE C2 NATIONAL ELE07RIC SAFETY CODE LATEST EDITION • AMERICAN CONCRETE INSTITUTE TELECOROIA GR -1275 • AMERICAN INSTITUTE OF STEEL CONSTRUCTION ANSIr r 311 • MANUAL OF STEEL CONSTRUCTION 13TH EDITION N1-LLH 7 z TOTALLY COMMITTED NB -C ENOINEEAING SERVICES, LLC. HW!D•u�IU 1M OLEHAUF,♦ W ld0!] �9A Z TRENT T. SNARR, P.E. [j11 VA PROFESSIONAL ENGINEER LIC. A49978 b TITLE SHEET LULU T-1 Know whets below. Call before you dig. vo--�.' vergcmwire►ess 1931 RADY COURT RICHMOND, VA 23222 DRAWING INDEX Z SOUTHLAND T-1 TITLE SHEET 0 NB+C ES PROD# 27074 DOMINION STRUCTURE Z-1 SITE PLAN #5/3 & 202M C-1 COMPOUND PLAN z 325 WINDING RIVER LANE C-2 TOWER ELEVATION & MOUNT DETAILS 1=' CHARLOTTESVILLE, VA 22911 a as _w oz ALBEMARLE COUNTY A-1 EQUIPMENT PLAN 8 ELEVATIONS S-1 CONSTRUCTION DETAILS & NOTES REVISIONS S-2 GENERATOR DETAILS S-3 EQUIPMENT PLATFORM DETAILS DATE -�— ' -- --- *- - RF ENGINEER S 11m ms ADDED LANDSCAPING PLAN ! LAR S-4 ICE CANOPY FRAMING DETAILSir p -� 5 Damara - SID ssr .AMM S-5 SITESIGNAGE DETAILS a 4 07=Ms REVISED AMM E-1 ELECTRICAL PLAN & DETAILS Z C9 a 05=16 _ REVISED AMM LL 2 FINAL MEH E-2 RISER DIAGRAM & SERVICE ENTRANCE SCHEMATIC .12AM4 ---- --- - ----- ---•---- 1 11m1f14 REVI81D MEH -3 ELECTRICAL PANEL SCHEDULE DIAGRAM &NOTES - -- —. , D mm7114 PRELIMINARY MEH E4 ELECTRICAL CONDUIT SCHEMATIC REV � DATE ~DESCRIPTION BY G-1 GROUNDING PLAN III DETAILS G-2 GROUNDING RISER DIAGRAM, DETAILS & NOTES P-1 L-1 GAS PIPING DETAILS LANDSCAPING PLAN a OF 4� DO NOT SCALE DRAWINGSLE. No. 049M DATE I Y05115 THESE DRAWINGS ARE FORMATTED TO BE LL Fs�rWgt FULL-SIZE AT 24738". CONTRACTOR SHALL 4 VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND 2 SHALL IMMEDIATELY NOTIFY THE DESIGNER I ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR MATERIAL ORDERS OR BE RESPONSIBLE FOR THE SAME. CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICE TO PREVENT STORM WATER POLLUTION DURING CONSTRUCTION. Z TRENT T. SNARR, P.E. [j11 VA PROFESSIONAL ENGINEER LIC. A49978 b TITLE SHEET LULU T-1 APPROVAL BLOCK �o w w W O ao arwi� CL a am a as _w oz PROPERTYOWNER - DATE SITE ACQUISITION DATE CONSTRUCTION MANAGER DATE ZONING DATE RF ENGINEER DATE - Z TRENT T. SNARR, P.E. [j11 VA PROFESSIONAL ENGINEER LIC. A49978 b TITLE SHEET LULU T-1 SITE SURVEY PREPARED IF HALDER SURVEYS (SITE NAME:SOUTHLAND) DATED 04-1„ ,y cA] "."4nAfR PARCEL rcC, )/ L•7&GY'-PC'-CC-053^� A I q' [A.vti5cACiNG 125 W,.+=r7.Aw R1VEk LN ''._ EASEMEtiJ ! r V PARCEL lL: _T3L'u-LO-Gl7-L'$3N'v H7f. TE r'LUCz PROPF47>. ££C LESS R ju A'CESS ]F`AY d1c L'V CION 4 G45 1rlA QF FJr.�, Pc 3 LTiG s EA F4rr V: N 5 c4'>'44Er Pl2R // ;A G PER CfCLARATM_ .4 AT rWV['r4C OVER LN lF PROPOSED VERIZON., 4 10443 20' ACCESS & ¢18 ' UTILITY EASEM ?n / 1 N- (440 S.F.) i.{, pa L78 . y .. L22 vErtrmF 'Calc h=F.+ ML 3.0 sS 1 1 s' FAh EG1 f I 1! + 2 v s 52'2148" W 480• S%ONY PD/N% ROAL EASEVENT GENERAL NOTES 1. A BOUNDARY LINE SURVEY VIAS NOT PERFORMED FOR THE PREPARATION OF THIS PLAT. PROPERTY LINES AS SHOWN WERE COMPILE FROM TAX MAPS, DEEDS, & PLATS OF RECORD. R SHDULO NOT BE CONSTRUED AS AH ACCURATE 13DUNDARY SURVEY. 2. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. 3. NO SIGNIFICANT NOISE. SMOKE, DUST, OR ODOR WILL RESULT FROM THIS FACILITY" 4. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION. THERE IS NO HANDICAP ACCESS REQUIRED. 5. THE FACILITY IS UNMANNED AND DOES NOT REDUIRE POTABLE WATER OR SANITARY SERVICE. u -=G XI FN�Qjk - ' +cN M' rticr �SCI{kH� :WLauIIE SITE PLAN Z 1 SCALE V" 31, A I EFGAE E4it AE4T DH, s_ a Ir LU TOTALLY COMMITTEE). Z w NE+C ENGINEERING BEI MICLS, LLC. o. HToauo.—M .LM v+sae° \-.1 � verimonwimiew 1831 RADY COURT RICHMOND, VA 23222 SOUTHLAND o NB+C ES PROJ# 27074 1 -�-AFFn aseUl.rF LGV,:"S OF Fe DOL- -l'Vc DOMINION STRUCTURE A I EFGAE E4it AE4T DH, s_ a Ir LU TOTALLY COMMITTEE). Z w NE+C ENGINEERING BEI MICLS, LLC. o. HToauo.—M .LM v+sae° \-.1 � verimonwimiew 1831 RADY COURT RICHMOND, VA 23222 w Z TRENT T. SNARR, P.E. VA PROFESSIONAL ENGINEER LIC. 1%49878 is w Know what's below. Cal1 before you dig. � SITE PLAN GRAPHIC SCALE T=n Qx PEET) nncx- 30 -� w m Z. SOUTHLAND o NB+C ES PROJ# 27074 DOMINION STRUCTURE 5 #5G 8, 202813 1 4 t• M 9 ��' 325 WINDING RIVER LANE CHARLOTTESVILLE, VA 22911 r . ALBEMARLE COUNTY REVISIONS B 11O5D ADDED LANDSCAPING PLAN EAR Q 5 08p®'15 MDSET AMM Q_ ___—_.. 4 07WM5. REVISED AMM Z 3 05105115. -REVISED AMM � -FINAL ` O 2 170V14 MEN 1 170IM4 REVISED MEi 0 0707114 PRELIMINARY MEH REV DATE , DESCRIPTION BY 1 D_ SLTH \Op Ills •a Lie. No. D4997N 'DATE 1ll85113 �- sR!OVAL w Z TRENT T. SNARR, P.E. VA PROFESSIONAL ENGINEER LIC. 1%49878 is w Know what's below. Cal1 before you dig. � SITE PLAN GRAPHIC SCALE T=n Qx PEET) nncx- 30 -� w m Z. NOTE: / CONTRACTOR TO INSTALL UNISTRUT� ON BACK SIDE OF H -FRAME FOR / PROPOSED VERIZON 12 ROWS OF BASE MOUNTED RRH'S. 1D WIDE UTILITY EASEMENT CONTRACTOR TO INSTALL ICE BRIDGE FOR NATURAL GAS CONDUIT) ON BACK SIDE OF H -FRAME ABOVE / ) RRH'S. SEE SITE SPECIFIC PLUMBING DIAGRAM FOR MORE DETAILS. CM TO PROVIDE GUIDANCE AT BID WALK, 1 PROPOSED VERIZON - 10' WIDE UPLITY EASEMENT 1 PROPOSED VERIZON RRH'S (STACKED IN 1 TWO ROWS) PROPOSED VERIZON «` R1 PROPOSED VERIZON AM METER & DISCONNECT "'- CHARLES INDUSTRY CABINET ON H -FRAME PROPOSED VERIZON t`I .y PROPOSED 2'X3 ,.,T '•I' 12"4 POLE ON 3'X3' \ HANDHDLE �LIMITS OF CONCRETE PAD PROPOSED VERIZON -ct!n DISTURBANCE om. - 800 S0. Fi. �� (� OTHERS) E _ y ( !V� i 1 PROPOSED VERIZON _ f _ 1 �y-�� �_ FEVE57A 7ELGv PROPOSED VERIZON OUTDOOR EgUIPMENT- ', ICE BRIDGE '�-�I � PROPOSED VERIZON PELESTAL ON 7'X15' CONCRETE PAD W/ 1� rj� S.. _ 8' WIDE H -FRAME BEAM AND GRATE PLATFORM1 A'�O" [1 r `-. y PROPOSED VERIZON � 4 - 10'x16' ICE BRIDGE —DVER EQUIPMENT PAD a y3 ° PROPOSED VERIZON PROPOSED VERIZON - - f s7• - B' TALL BOARD ON BOARD �1 17X30' LEASE AREA FOR y WOODEN FENCE EQUIPMENT - 360 SQ. FT / 1 4 1 y PROPOSED VERIZON 3 \� NON-EXCLUSIVE EASEMENT FOR PROPOSED VERIZON CENERATOR\ r- v GROUND RING AROUND EQUIPMENT ON 4'%6' CONCRETE PAD o, y PROPOSED VERIZON Y1 f 16' ACCESS DATE f F-krSTib'[; GRsIYE1 C('MPCUAY) PROPOSED VERIZON 20' WIDE ACCESS & UTILITY EASEMENT LIMIT OF DISTURBANCE = 800.0 Sq. FF. PROiI ADDITIONAL IMERMOUS AREA COMPOUND PLAN F1 SCALE: T•=5 GRAPHIC SCALE 5 p 20 'J 1° Tp ._... ... - -- (IN FEET) 1 INCH. S FEET Know wears below. Cell before you dig. -•.. 1„� _ �� �T , ,y,,. -lam zTOTALLY COMMITTEE). LU NR*C PNOINNG SERVICES, LLC. �N1'E.eU1+E 1 W d Ba /LEEN. VAAGl1 Z3 verimpmre►ew 1831 RADY COURT RICHMOND, VA 23222 F SOUTHLAND z NB+C ES PROJ# 27074 (fes DOMINION STRUCTURE IL #5/3 812028/3 z 325 WINDING RIVER LANE N CHARLOTTESVILLE,VA22911 ALBEMARLE COUNTY REVISIONS B T 11115!!5 11 ADDED LANDSCAPING PLAN .ALAR Cc [] 5 0&06115. BIDSET- AMM 4 D7A14'15 REVISED AMM UI 3 O6A5D5 - REVISED AMM O2 12AW14 -FINAL M E H 1 1201!74 REVISED MEP 0 ',07117114 PRELIMINARY MEH REV i DATE DESCRIPTION TBy F LSH. \SOY/FAY c. VIS y (fes Li.. Na 619978 DATE IM115 IL /CYAL FI>Ri Z TRENTT. SNARR. P.E. C7j VA PROFESSIONAL ENGINEER LIC. #49978 LU COMPOUND PLAN C-1 GENERAL NOTES I. THECONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES ORDINANCES, LAWS AND REGULATIONS OF ALL MUNICIPALITIES, UTILITIES COMPANY OR OTHER PUBLIC AUTHORITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL, STATE, CCUNTY OR MUNICIPAL AUTHORITIES. 3- THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER, IN WRITING, OF ANY CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THE SUBMISS IDN OF BIDS OR PERFORMANCE OF WORK. MINOR OMISSIONS OR ERRORS IN THE 810 DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE OVERALL INTENT OF THESE DRAWINGS. i THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING S1TE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED AS A RESULT OF CONSTRUCTION OF THIS FACILITY. f THE SCOPE OF WORK FOR THIS PRCJECT SHALL INCLUDE PROVIDING ALL MATERIALS, EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROJECT. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. + THECONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING A BID TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RF ENGINEERING PRIOR TO INSTALLATION. . TRANSMITTER EQUIPMENT AND ANTENNAS ARE DESIGNED TO MEET ANSI/TIA 222—G REQUIREMENTS. 9. ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED STEEL. 1C. CONTRACTOR SHALL MAKE A UTILITY "ONE CALL" TO LOCATE ALL UTILITIES PRIOR TO EXCAVATING. 11. IF ANY UNDERGROUND UTILITIES OR STRUCTURES EXIST BENEATH THE PRO'FCT AREA, CONTRACTOR MUST LOCATE IT AND CONTACT THE APPLICANT k THE OWNERS REPRESENTATIVE. 12. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION BY TECHNICIANS APPROXIMATELY 2 TIMES PER MONTH. 13. PRIOR TO THE INSTALLATION OF THE PROPOSED EQUIPMENT OR MODIFICATION OF THE EXISTING STRUCTURE, A STRUCTURAL ANALYSIS SHALL BE PERFORMED BY THE OWNER'S AGENT TO CERTIFY THAT THE EXISTING/PROPOSED COMMUNICATION STRUCTURE AND COMPONENTS ARE STRUCTURALLY ADEQUATE TO SUPPORT ALL EXISTING AND PROPOSED ANTENNAS, COAXIAL CABLES AND OTHER APPURTENANCES. 14. PROPERTY LINE INFORMATION WAS PREPARED USING DEEDS. TAX MAPS, AND PLANS OF RECORD AND SHOULD NOT BE CONSTRUED AS AN ACCURATE BOUNDARY SURVEY. 15. THIS PLAN IS SUBJECT 70 ALL EASEMENTS AND RESTRICTIONS OF RECORD. 16. THE PROPOSED FACILITY WILL CAUSE ONLY A "DE MINIMIS" INCREASE IN STORMWATER RUNOFF, THEREFDRE. NO DRAINAGE STRUCTURES ARE PROPOSLD. 17. NO SIGNIFICANT NOISE, SMOKE. OUST. DR ODOR WILL RESULT FROM THIS FACILITY. 18. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION (NO HANDICAP ACCESS REQUIRED). 19. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SEWCE, 20. POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER. GENERAL: NOTES 1. ALL ANTENNAS ARE TO BE FURNISHED WITH DOWNTLT BRACKETS. CONTRACTOR IS TO COORDINATE VERIFY THE PROPOSED DDWNTILTS THE VZW CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION. 2. ANTENNA RAD CENTER IS IN REFERENCE TO ELEVATION 0'-0" (EXISTING GRADE). 3. CONTRACTOR IS VERIFY ALL ANTENNA MODELS AZIMUTHS WITH THE VZW CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION. HILTi—EPDXY ANCHOR NOTES 1, INSTALL ADHESIVE ANCHORING SYSTEM PER MANUFACTURERS SPECS. 2. ANY CONTRACTOR INSTALLING ADHESIVE ANCHORS SHOULD BE TRAINED BY A MANUFACTURER REPRESENTATIVE PRIOR TO INSTALLATION. PROPOSED 4' TALL _ LIGHTNING ROD L-�IVAIL HEIGHT sp r Lqy -134.0 AGL TOP OF POWER MOUNT POLE ELEV.-130,0' AGL y 'ip JF -iY_f F Ipf PROPOSED VERIZDN COAX TD RUN INSIDE POLE MOUNT _ PROPOSED VERIZON ANTENNA (7YP, OF 12) PROPOSED VER170N —ANTENNA CENTERLINE ELEV-130.0 ASL ICF C, - PVA VS!/. A rI / 1 I X111 !f: PROPOSED 12"®X130' �- POWER MOUNT POLE .-- (BY OTHERS) ELEVATION G2 SCALE 1'=111 PROPOSED 3'X3' — CONCRETE FOUNDATION (BY OTHERS) cmwnr GRAPHIC SCALE 3 IO m 40 ON FEET) -_ ,INCH. 10 FEET 2 MOUNT DETAIL G2 ECALE, NTS NOTE: CONTRACTOR TO INSTALL THIS COMMSCOPE PLATFGRM MOUNT OR AN APPROVED EQUIVALENT • • Know whaft below. Call before you dig. 17 PPORT 1� I to W Zz TOTALLY COMMITTED. NEr6 ENGINEERING BERV10M LLC. owv� artEim o iuew, v.slceu 1831 RADY COURT RICHMOND, VA 23222 z SOUTHLAND I B 11111915 ; ADDED LANDSCAPING PLAN LAR NI ES PROD# 27074 6 111Den5 1111 SET DOMINION STRUCTURE ft W #5/3 & 202813 9 325 WINDING RIVER LANE F' CHARLOTTESVILLE, VA 22911 m ALBEMARLE COUNTY I TRENT T. SNARR, P.E. fZ3L VA PROFESSIONAL ENGINEER LIC. #49978 GU TOWER ELEVATION ru & MOUNT DETAILS REVISIONS I B 11111915 ; ADDED LANDSCAPING PLAN LAR 8 6 111Den5 1111 SET AMM ft W 4 0709r15 I REVISED AMM Z ..REVISED `AMM C7 8 'O6C5115� _ --..__. --- " 2 � 124WI4 FINAL H ME— I lZMA4. REVISED MEN 0 07A7M4~�—PRELIMINARY MEH REV SII DATE I.._ DESCRIPTION BY I TRENT T. SNARR, P.E. fZ3L VA PROFESSIONAL ENGINEER LIC. #49978 GU TOWER ELEVATION ru & MOUNT DETAILS 1101. OF Y 03 LL VIS Lia. No. 049978 DATE IIAI5111�5 ' SJQYAL I TRENT T. SNARR, P.E. fZ3L VA PROFESSIONAL ENGINEER LIC. #49978 GU TOWER ELEVATION ru & MOUNT DETAILS FUTURE EzBFO FULL CUT OFF, SHIELDED FIXTURE _ LED FLOODLIGHT WITH 3 -WAY SWITCH, LIGHT SWITCH TO BE LOCATED ON EACH CF THE ICE BRIDGE (TYP. CF 3) k� >i 3 -WAY SWITCH FOR •., SERVICE LIGHT 1712 PROPOSED- CRACF + 9712 / _ PROPOSED _FINISHED GRADE SHALL BE FLUSH Ez6FO WITH TOP OF CONCRETE PAD STEP ONTO METAL GRATING SITE BOSS CABINET SHALL NOT EXCEED 7" zZ TOTALLY COMMITTED. '.I i -WAY SWITCH FOR 3TC 6" SERVICE LIGHT . _. li FULL CUT OFF, SHIELDED FIXTURE LED FLOODLIGHT WITH 3 -WAY SWITCH, LIGHT SWITCH TO BE LOCATED ON EACH OF THE ICE BRIDGE (TYP. CF 3) TOP OF TOP OF E( D ,-SITE BOSS CABINET 12 PROP 1-9712 `FINISHED GRACE SHALL BE FLUSH WITH TOP OF CONCRETE PAD STEP ONTO METAL GRATING SHALL NOT EXCEED , GROUND EQUIPMENT LAYOUT - ISOMETRIC VIEW A_1 NTS 24' WIDE ICE Mlsc rELco tIDGE TRAPEZE KIT (TYP. OF 2� {a 11 I \ 1 I - PDP FM ILC ,OVP-1, FUTJRE FU' I:rrrr OVP t II � L-GFCI RECEPTACLE 2 EQUIPMENT RISER DIAGRAM A-1 NTS I 4 I I I I d I 2"x60" TROU� � SECTION B—B jZ11 A-1 I, Ir zZ TOTALLY COMMITTED. 2•x3' CRATING 6" .._ _. 3'-6" "-" 3'-6" ^.-... 3"_6•• __ 3•_6" - - 6" (TYP. OF 2) FULL CUT OFF, SHIELDED FIXTURE LED FLOODLIGHT WITH 3 -WAY 5WHCH,� Lel N84G ENOIN6ERIN6 iMLV1ClS: LLC. / LIGHT SWITCH TO BE LOCATED ON EACH��,,.� �m tt------ A -A' OF THE ICE BRIDGE (TYP. OF 3) xsc wa - 2•x6• CRATING 0/ I i I J�IEJU------ OF 4) 1r - 1 A -A- 15'x7' CONCRETE SLAB -,off 1•_y2:: - 3'xS' GRATING Yer,impwireless I I I 1 1831 RADY COURT -- - 1 RICHMOND, VA 23222 d FUTURE ExRFO - FUTURE PROPOSED PROPOSED SITE BOSS 5712 3'x3' GRATING 9712 E.SFO SOUTHLAND NB+C ES PROD# 27074 DOMINION STRUCTURE #6/3 & 2028/3 a FRAMING DETAIL z 325 WINDING RIVER LANE Nis A•1 F� CHARLOTTESVILLE, VA 22911 ALBEMARLE COUNTY FRAMING PIAN NOTES: 3 1/2' FROM PAD TO 1. ALL STEEL SHALL BE HOT -DIPPED GALVANIZED. CENTERLINE OF POST 2. STEEL FRAMING IS DESIGNED TO SUPPORT EQUIPMENT SHOWN ON THE - 2" REVISIONS EQUIPMENT PLATFORM LAYOUT. I EQUIPMENT SLAB 3. WIDE FLANGE SHAPES SHALL BE IN ACCORDANCE WfTH ASTM A992. 4. BAR GRATING SHALL BE GALVANIZED STEEL WITH 1' x 3/16" BAR � - `-- �' S 11N5115' ADDED LANDSCAPING PLAN ,AR - SIZE. MAIN BARS TO BE SPACED 1 3/16" GC MAX AND CROSS BAR / h ¢� [T 5 -1 SO SET AMM SPACING SHALL NOT EXCEED 4 OC. 5. POST INSTALLED EXPANSION ANCHORS SHALL BE HILT] KWIK BOLT 3ALL ANCHORS SFALL BE . INSTALLED THWASHERS. - r -L j ._._.� I _ z 4 07MV15. REVISED AMM 3 OA05R5 `.. REVISED AMM _ 6. BAR GRATING SHALL BE TRIM BANDED ON EXTERIOR SIDE, 2 12MW74 FINAL MEN 7, COORDINATE WITH CM FOR EXACT PLACEMENT AND ORIENTATION. S" MINIMUM 1 1201,14 REMSED ME" B. WIDE FLANGE SHAPES SHALL N07 EXCEED SIZE AS NOTED ON PLAN. COMPACTED SUBGRADE -_O7j D ' 07X17H4 PRELIMINARY MEN 9. EQUIPMENT PLATFORM SHALL NOT EXCEED7"7" ABOVE CONCRETE PAD, JOINT FILLER REV ' DATE DESCRIPTION BY SECTION A—A d� F END CAPS SEE FRAMINGPLANP2860-10 PIPE CAP (GALV.) O[A)5115 (T-)(Typ) };; P1000 (GALV) 5 a 15•-0" LONG (TYP) d n 40 PIPE (GALV) LANG (TYP) o ¢ Dz 9 TRENF T. BNARR, P.E. o LL JNISTRUT PIPE/CONDUIT 0 VA PROFESSIONAL ENGINEER LIC. #097a CLAMP P1119 OR w P2553-35 (GALV.) FINISHED GRADE TYPICAL) 5 1/2" O.D. POSTOLLOW MANUF. NDATIDNS FOR OLTTDRQUF ),CECOd.E GROUND EQUIPMENT nP SECTION 1-1 Lu ul LAYOUT SECTION B—B jZ11 A-1 r 1/2" CONTINUOUS CHAMFER ON PAD 5" THK. 4C00 PSI Y," DEEP CONTRACTION JOINT 3 I ' • . " ' , LUNI: p LAtl ,• • . • �. IN Swtl w .. ' • '. a • ' EQUIPMENT PAD DETAIL ..----'—"-----'- Y4" DEEP CONTRACTJON 1/2' CONTINUOUS 6" THK. 4000 PSI r JOINT IN SLAB CHAMFER ON PAD \ CONG SLAB 1 1 3' CLR. r STONE #4 0 12' E.W. EQU[P-MENT PAD DETAIL t- CLEAN STONE cqrjk S' THK. 4000 PSI CONC SLAB -X14 * 12" E.W. 3- CLR. - EQUIPMENT PAD DETAIL 5-1 urs 8^ AASHTO 057 CLEAN STONE FENCE LINE 1 MIRAFI soox GEOTFXTTF FABRIC _4 GRAVEL COMPIC)UND DETAIL MONOPOLE -N PROPOSED ill I I A r III I r` ANTENNA CABLE bl Ri � I I I PROPOSED I j GROUND 11 BAR STRAPPED 70 POLE s PROPOSED MAX PROPOSED - CONCRETE f FOOTING EQUIPMENT ELEVATION $ NTS NOTES: BOARD ONBOARD 1 PROVIOE HALF MOON CONCRETE GATE KEEPER FOR DROP ROD WOODEN/WOODEN FENCE 2. PROVIDE CATE CATCHES AT REOWRED LOCATIONS ---- _ 8-0" MAX --- - . a TYPICAL FENCE AND GATE DETAIL S-, NN'18 PROPOSED GRAVEL SURFACING (2A MODIFIED) 6' DEEP STRUCTURAL NOTES 1, DESIGN REOUIREMENTS PER INTERNATIONAL BUILDING CODE 2009 AND THE ELA/TIA-222-G STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES. Z. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED BY FIELD MEAS URELIENT ANC FROM THE EXISTING STRUCTURAL DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CCNDITIONS ANC NOTIFY THE ARCHRECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIALS OR PROCEEDING WITH CONSTRUCTION. 3. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AMSC SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN INCLUDING THE COMMENTARY AND THE AISC CODE FOR STANDARD PRACTICE. 4. STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM A38. ALL STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53 GRADE U. ALL STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLIES SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. 5. WELDING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION- OF AMERICAN WELDING SOCIETY (AWS) STRUCTURAL WELDING CODE - STEEL WELD ELECTRODES SHALL BE E70XX. 6. ALL COAXIAL CABLE CONNECTORS AND TRANSMXTTER EQUIPMENT SHALL BE AS SPECIFIED BY THE OWNER AND IS NOT INCLUDED IN THESE CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE REQUIRED TO SECURE THE CABLES. CONNECTION HARDWARE SHALL BE STAINLESS STEEL. 7. ALL THREADED STRUCTURAL FASTENERS AND THREADED RCD FOR ANTENNA SUPPCRT ASSEMBLIES SHALL CONFORM TO ASTM A307 OR ASTM A36. ALL STRUCTURAL FASTENERS FOR STRUCTURAL STEEL FRAMING SHALL CONFORM TO ASTM A325. FASTENERS SHALL 9E 5/8" MIN. DIAMETER BEARING TYPE CONNECTIONS WITH THREADS INCLUDED IN THE SHEAR PLANE. ALL EXPOSED FASTENERS, NUTS AND WASHERS SHALL BE GALVANIZED UNLESS OTHERWISE NOTED. CONCRETE EXPANSION ANCHORS SHALL BE HILTI KWIK BOLTS UNLESS OTHERWISE NOTED. 8. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTOR SHALL VERIFY TRLE NORTH AND INFORM CONSTRUCTION MANAGER CF AW DISCREPANCY BEFORE STARTING CONSTRUCTION. 2 NEW— COMPACTED 1 MIRAFI 50Ox J SUB -GRADE GEOTEXTILE FABRIC GRAVEL DRIVEWAY TYPICAL SECTION NTS 19 11 TOTALLY COMMITTEEX Z LU NBsC ENOINEdilN6 sERVTCCS, LLC. r>m verf"nwimiws 1831 RADY COURT RICHMOND, VA 23222 ON BOARD F NB+C ES PROD# 27074 R DOMINION STRUCTURE _BOARD 6' WIDE GATE LEAF 9 325 WINDING RIVER LANE 'f=' CHARLOTTESVILLE, VA 22919 ul 1 5/8`0 PIPE z9 XKV05F75RLMSED AMM -FRAME GATE aW 1 1213IM4. REVISED WITH MECHANISM - a r' MEH REV: DATE, DESCRIPTION BY DROP ROD AA - �I I IMT, EMBEDDED PORTION OF ALL POSTS SHALL BE GENEROUSLY COATED WITH WOOD PRESERVATIVE (TYPICAL) 2 NEW— COMPACTED 1 MIRAFI 50Ox J SUB -GRADE GEOTEXTILE FABRIC GRAVEL DRIVEWAY TYPICAL SECTION NTS 19 11 TOTALLY COMMITTEEX Z LU NBsC ENOINEdilN6 sERVTCCS, LLC. r>m verf"nwimiws 1831 RADY COURT RICHMOND, VA 23222 d SOUTHLAND F NB+C ES PROD# 27074 R DOMINION STRUCTURE Q #5/3 & 202813 9 325 WINDING RIVER LANE 'f=' CHARLOTTESVILLE, VA 22919 ul ALBEMARLE COUNTY d REVISIONS 6 111MU15 ! ADDED LANDSGPING PLAN R s� J- Q 5 XRNHIIS BID SET AMM 1 07A9116 REVISED AMM z9 XKV05F75RLMSED AMM 2-TlMN14. FINAL MEH aW 1 1213IM4. REVISED ME" 0 07WJ14 , PRELIMINARY MEH REV: DATE, DESCRIPTION BY d N` -IR OpF YJ ' VIS Liz. Na D49978 ATE 11/05/150. XNAL,cr 0_ W LU�i TRENTT. SNARR, P.E. 2 VA PROFESSIONAL ENGINEER LIC. #49975 WZz 9 11 CONSTRUCTION 2� DETAILS & NOTES U) S-1 GENERATOR END ANCHOR BOLT LOCATION (TYP. OF 4) -kitIAGE DETAIL ' R=25.5" - DOOR SWING + 5 DOORS • , _ RADIATOR FILL AIR DISCHARGE AREA i I +�? : MUFFLER 76.2 [31 OD •R f •►yl T �rfr 7 ih{IY 'I `2130 [7.871 x 40C [15.751 --C-0' VERED DEBRIS CLEAN OUT OPENING " 5 • a 4% 078 [3.071 r - LIFTING HOLES H - 101 40KW GGPB CUMMINS POWER GENERATION NATURA. NTS NOTES: 1) APPROX. WEIGHT: (WET) 2,672 LBS 2) REFERENCE ENCLOSURE DRAWING: 0500_3167; GENERATOR DRAWING: 0500_5070 3) ANCHOR GENERATOR TO CONCRETE PAD WITH (4) EXPANSION ANCHORS SEE DETAIL 5/S-2 4) NATURAL GAS FUEL CONSUMPTION 13 846 CFH 5) OPERATING FUEL PRESSURE RANGE 15 7"-13.6" H2O FILL VOID WITH MORTAR ' ^' 6" MIN. AFT_ CONDUIT INSTALLATION f PROPOSED_ 1° ~ CONCRETE PAD\ --I NEW CONDUITS WNEWIT ROUTING OF -TAIL 9-x20- STUB UP AREA SOUTHLAND Z o AT FRONT SIDE OF PAD �_ 1• -« 1'_6" - FOR POWER CDNDU[TS p DOMINION STRUCTURE AND CONTROLS I 6" THK. 4000 PSI a °• i \ I r C'NC SLAB CHARLOTTESVILLE, VA 72911 "' ALBEMARLE COUNTY 0710SM5 REVISED AMM Z C7 S 05KW5 REVISED AMM 2-- 12AW14_ FINAL MEN ❑ ,GAS SUPPLY LINE STUB UP 1 LOCATION MEH 0 •07A7M4 PRELIMINARY MEN REV DATE DESCRIPTIONI, FRONT S1DE OF PAD / (7:) 1 GENERATOR PAD DETAIL 5 2 NTS a wd � 04 G 12" E -W. i` N 8" THK. 4000 PSI CONC SLAB _ L— — L r d -L 6" CLEAN STONE ' 8" THK. 4000 PSI - CONC SLAB r #4 G 12" E.W. 1/2" CONTINUOUS-- + CHAMFER ON PAD j 3" CLR. —�', 1-• r� 6" CLEAN STONE-' 4 GENERATOR PAD DETAIL S-2 NTS 40 FT -LB OF INSTALIA71ON TORQUE "HILTI" KWIK BOLT 3 f _ -- STAINLESS STEEL EXPANSION ANCHOR Li M a . _ t EXPANSION ANCHOR DETAIL S 2 NTS NATURAL GAS AA NO SMOKING OR OPEN FLAMES B SIGNAGE DETAIL s z N-15 LU LU z TOTALLY COMMITTED W NG+C ENGINEERING SERVICES, LLC. MAwR9dA00.TCflIVE 9NIEIGG OLBIAtIEN. v/i'L'G(O mLe,swn :3 verimonmdcress 1831 RADY COURT RICHMOND, VA 23222 � SOUTHLAND Z o NB+C ES PROD# 27074 p DOMINION STRUCTURE OSA8115 BIO 5E7 #1513 & 202813 a 325 WINDING RIVER LANE 1'=j CHARLOTTESVILLE, VA 72911 "' ALBEMARLE COUNTY � �>.TH Op REVISIONS 8 11Afi215' ADDED LANDSCAPING PLAN i LAR p 5 OSA8115 BIO 5E7 AMM a STQYAL �" --- - -- 4 0710SM5 REVISED AMM Z C7 S 05KW5 REVISED AMM 2-- 12AW14_ FINAL MEN ❑ 1 12!01114 REVISED MEH 0 •07A7M4 PRELIMINARY MEN REV DATE DESCRIPTIONI, BY zLu TRENT T. BNARR, A.E. Z � I I VA PROFE851014AL ENGINEER LIG. k48978 LU GENERATOR DETAILS Tn S-2 �>.TH Op v1s Lwc No. 049978 ,DAT81U05_/15. a STQYAL �" zLu TRENT T. BNARR, A.E. Z � I I VA PROFE851014AL ENGINEER LIG. k48978 LU GENERATOR DETAILS Tn S-2 _ BAR GRATING SPAN PROPOSED EQUIPMENT CABINET n I I 5/8"0 HOLE 1. I W -BEAM- I (TYP.) - I •- Wfix6.5 I I SEE PLAN 1 n _�gOLiIPMEfYl" CABINET HOLE LAYOUT - 24' ---- MOUNT POINTS - 24" WIDE GALVANIZED WAVEGUIDE CHANNEL W/ 11/16"i HOLES CUT TOS UIT (TYP. OF 2) 5/8"°X2' -O" THREADED ROD W/ NUTS & OVERSIZED WASHERS (NP OF 2) UNGTRUT CABLE SUPPORT G 3'-0" OC MAX OR APPROVED IIS I EQUAL CABLE SUPPORT SECTION S3 N7s 4 — STAINLESS STEEL GRATING CLAMP BY GRATING - MANUFACTURER 1" x 3/16" GRATING BAR-.` a' 2' EQ 5'-D" EQ 11 V SECTION A -A NTS t ! W -SEAM, 87�„ PLATE 3/8"X5"XD'-5' A A N6x6.5 _ SEE PLAN La t TOC PRCPOSEC VERIZON CONCRETE �- EQUIPMENT PAD, SEE S-1 FOR DETAILS 5/9"0 EXPANSION ANCHOR WITH 4" EMBED (MIN.) (2 AT EACH BFAM) r3� TYPICAL FRAMING/GRATING ATTACHMENT 8 3 NTS _ WAVEGUIDE BRIDGE KIT OR APPROVED EQUAL 5/8'6 THREADED �- RDD - 1B' LONG f ai FOOTING w 3.5"W SCH 40 n GALVANIZED j� STEEL PIPE CROWN FOOTING w n 4000 PSI MIN. - --- CONCRETE Z�Z FOOTING RECUIREMENTS FOR REINFORCED CONCRETE" AND TO THE PROJECT W T -` F - - ALL SUPPORT POSTS 1 F.. MUST BE GROUNOED ' 2. ALL CONCRETE IS TO BE NORMAL DENSITY CONCRETE WITH A 1 QCABLE BRIDGE DETAIL S3 s cc CONCRETE GENERAL NOTES w z TOTALLY COMMITTED ALL CONCRETE WCRK SHALL CON'FCRM TO AO 316, "BLILMNG CODE Z�Z RECUIREMENTS FOR REINFORCED CONCRETE" AND TO THE PROJECT W SPECIFICATIONS, N04C ENGINEERING BEIMCERi LLC. 4Q5NG4iENN°M[44YE BERG 2. ALL CONCRETE IS TO BE NORMAL DENSITY CONCRETE WITH A �m eagsw om MAXIMUM SLUMP OF 4 INCHES, MAXIMUM AGGREGATE SIZE 3/4 INCH. NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE, 3. PROVIDE AIR ENTRAINMENT OF 4 TO 6 PERCENT IN ALL EXPOSED CONCRETE WORK WITH AIR -ENTRAINING ADMIXTURE COMPLYING WITH ASTM C 260. AT TROWEL -FINISHED FLOORS. DO NOT EXCEED AIR -ENTRAINMENT CONTENT OF 3 PERCENT. 4. NO HOLES OR SLEEVES SHALL BE MADE THROUGH CONCRETE WORK OTHER THAN THOSE INDICATED ON THE STRUCTURAL DRAWINGS WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER. 5. ALL FORMWORK OFFSET TOLERANCES (PER ACI 117) TO BE CLASS A. verimpMrelew 6. FLOOR SLAB TOLERANCES TO ASTM E1155: SPECIFIED OVERALL 1831 RADyCOIJRT MINIMUM VALUE OF FLATNESS F F=25 WITH LOCAL MINIMUM F F=17, AND MINIMUM VALVE OF LEVELNESS F F=20 WITH LOCAL MINIMUM F RICHMOND, VA 23222 1 AND F F WITHIN 72 HOURS OF SLAB CONSTRUCTION. 7. CABINETS ON SLAB (IF APPLICABLE,. ALLOWABLE CAPACITY OF CONCRETE USED IN DESIGN MIN. 3500 PSI. FOUNDATION NOTESNVQ : SOUTHLAN❑ 1, OESICeN INFORLMTION AND GENERAL REOUIREMFNT5INFOR=IONTO GENERAL REOuiREM�� o NB+C ES PROD# 27074 S canes F DOMINION STRUCTURE A DESIGN CONFORMS TO INTERNATICNAL BUILDING CODE 2CC9. cc & 202813 "BUILDING B. AMERICAN CONCRETE INSTITUTE COUE REQUIREMENTS FOR z 325 WINDING RIVER LANE REINFORCED CONCRETE." ACI 316-99. I=u CHARLOTTESVILLE, VA 22911 2. EARTHWORK U3 ALBEMARLE COUNTY 2.1 FOUNDATIONS A. FOUNDATIONS HAVE BEEN DESIGNED TO BEAR ON (UNDISTURBED RESIDUAL SOILS/COMPACTED STRUCTURAL FILL), CAPABLE OF SAFELY REVISIONS SUPPORTING A NET ALLOWABLE BEARING PRESSURE OF 2COO PSF. IF FOUNDATION CONDITIONS PROVE UNACCEPTABLE AT ELEVATIONS SHOWN, EXCAVATION SHALL BE CARRIED DEEPER AND SHALL BE BACKFLLED WITH LEAN CONCRETE TO PLAN FOOTING BOTTOM, OR REDESIGN OF FOUNDATIONS WILL BE REQUIRED AT THE DIRECTION OF S ' 11AI6 s ADDED LANDSCAPING PLAN LAR THE ENGINEER. - B. DESIGN, FLRNISH AND INSTALL ALL TEMPORARY SHEETING. SHORING § 6 DSA&�15. - .BID SET __AMM . AND DRAINAGE NECESSARY TO MAINTAIN THE EXCAVATION AND W q D7AW/15 REVISED AMM PROTECT SURROUNDING STRUCTURES AND LTILITIES. ¢ C. THOROUGHLY COMPACT ALL BOTTOM OF FOOTINGS PRIOR TO PLACING _• 3 REVISED_ J 65N6/15 � AMM ANY CONCRETE. LU _ - 2 12A414. FINAL MEN 3. C.ONCRFTF 1 12A1114 REVISED MEH 3.1 FORMWCRK D -0707N4 PRELIMINARY MEH A. CONCRETE CONSTRUCTION SHALL CONFORM 'SPECIFICATIONS FOR — - --._- ---.�- -.- --i STRUCTURAL. CONCRETE FOR BUILDINGS," (ACICI 301-89). REV'. DATE DESCRIPTION BY B. FORMWORK SHALL CONFORM TO ACI 301 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS." 3.2 REINFORCEMENT A. REINFORCING STEEL ASTM A615. GRADE 60. WELDED WIRE ASTW A185 SHEET). LAPS 40 CL (FLAT BAR DIAMETERS UNLESS NOTED. BARS SHALL BE SECURELY HELD IN ACCURATE POSITION BY SUITABLE L,%It OF b� ACCESSORIES, TIE BARS, SUPPORT BARS, ETC. HOOK LENGTHS SHALL .�-. BE 12 BAR DIAMETERS. Y " B. CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS, O VIS UNLESS OTHERWISE NOTED. FOOTINGS & SLABS CAST AGAINST GROUND 3' Lio. No. 049978 "YDATE 11105/LSo'/ . . . . . . . . CONCRETE TO BE IN CONTACT WITH GROUND OR WEATHER AT •x„ �c BARS GREATER THAN #5 . . . . . . . . . . . . . . . . . . 2" & lgNp,1 AT BARS #5 OR LESS . . . . . . . . . . 1-1/2" D_ CONCRETE NOT TO BE EXPOSED TO GROUND OR WEATHER BEAMS, GIRDERS & COLUMNS . . . . . . . . . . . . . 1-1/2" SLABS & WALLS . . . . . . . . . . . . . . . . . .3/4" 3.3 CAST -IN -PLACE -CONCRETE A. MINIMUM 26 DAY CYLINDER STRENGTH AND MAXIMUM SLUMP, PRIOR To ADOITION OF SUPER PLASTICIZERS. AS FOLLOWS: F'C (PSI) SI OMP LLI Z TRENT T. SNARR, P.E. CLASS I FOOTINGS .. ....... .. .. 4000 3" cu VA PROFESSIONAL ENGINEER LIC. 449976 CLASS II FOOTINGS 4000 3" Z CLASS III INTERIOR ELEVATED . . . . . . 4DOO 4- UI SLABS & WALLS CLASS V OTHER WORK . . . . . . 400D 4" CLASS VI LEAN CONCRETE FOR OVER EXCAVATION OF FOUNDATIONS . . . . . . 2000 N/A B. MIX DESIGN TO BE IN ACCORDANCE WITH ACI 318, CHAPTER 5. NO CALCIUM CHLORIDE OR ADMIXTURE CONTAINING CHLORIDES SHALL BE USED IN ANY CONCRETE - EQUIPMENT C. COARSE AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33 SIZE (157. COARSE AGGREGATE FOR LIGHT WEIGHT PLATFORM & FENCE CONCRETE SHALL CONFORM TO ASTM C330 GRADED 3/4" TO 1/4". x DETAILS D. COLD WEATHER PLACEMENT SHALL COMPLY WITH ACI 306.1 E. HOT WEATHER PLACEMENT SHALL COMPLY WITH ACI 305 R- F. CHAMFER ALL EXPOSED EDGES 3/4". cc G. THE MAXIMUM TEMPERATURE OF ALL CONCRETE AT DELIVERY TO THE m SITE SHALL BE BS'F, TOTAL DELIVERY TIME SHALL BE LESS THEN 75 MINUTES. 7 S rZ W -3 STRUCTURAL NOTES }. DESIGN REQUIREMENTS PER INTERNATIONAL BUILDING CODE 2009 AND THE EIA/TIA-Z22-G STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES. 2. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED BY FIELD MEASUREMENT AND FROM THE EXISTING STRUCTURAL DRAWINGS. THF GENERAL CCNTRACTCR SHALL VERIFY ALL EX1511N'C CONDITICNS AND NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR 70 ORDERING MATERIALS OR PROCEEDING WITH CONSTRUCTION. 3. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST E01710N OF THE AISC SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN INCLUDING 7HE COMMENTARY AND THE AISC CODE FOR S7ANDARD PRACTICE. 4. STRUCTURAL SFEEL PLATES AND SHAPES SHALL CONFORM TO ASTM A35. ALL STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53 GRADE B. ALL STRUCTURAL STEEL COMPONENTS AND FABRICATEO ASSEMBLIES SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. 5. WELDING SHALL BE IN AOCORDAINCE WITH THE LATEST EDITION OF AMERICAN WELDING SOCIETY (AWS) STRUCTURAL WELDING CODE - STEEL WELD ELECTRODES SHALL BE E7D%X. B. ALL COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE AS SPECIFIED BY THE OWNER AND IS NOT INCLUDED IN THESE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE REQUIRED TO SECURE THE CABLES. CONNECTION HARDWARE SHALL BE STAINLLSS STEEL. 7. ALL THREADED STRUCTURAL FASTENERS AND THREADED RCD FOR ANTENNA SUPPORT ASSEMBLIES SHALL CONFORM TO ASTM A307 OR ASTM A35. ALL STRUCTURAL FASTENERS FOR STRUCTURAL STEEL FRAMING SHALL CONFORM TO ASTM A325. FASTENERS SHALL BE 5/8" MIN. DIAMETER BEARING TYPE CONNECTIONS WITH THREADS INCLUDED IN THE 5HEAR PLANE. ALL EXPOSED FASTENERS, NUTS AND WASHERS STALL BE GALVANZED UNLESS OTHERWISE NOTED. CONCRETE EXPANSION ANCHORS SHALL BE HILTI RYiIK BOLTS LNLESS CTHERIWSE NOTED. S. NORTH ARROW SHOWN ON PLANSREFERS TO TRUE NORTH. CONTRACTOR SHL✓_ AVERIFY TRUE NCRTH AND INFORM CONSTRUCTION MANAGER OF ANY DISCREPANCY BEFORE STARTING CONSTRUCTION. - PROPOSED 7'x15' - CONCRETE PAD FOR EQUIPMENT L8 % 13.75 _ SEE EQUIPMENT PLATFORM FRAMING PLAN -3/A -I -- ., SEE BASE PLATE CONNECTION DETAIL DETAIL- 3/S-4 l JcflLZ"X2"X3/16'KICKERS-SEE DETAIL 2/S-4-(12) REQUIRED X 13.75 VG41__ 1 C8 X 13.75 18 GA CORRUGATED GALVANIZED STEEL DECKING (SEAL SEAMS W/ SILICDNE CAULK) ICE CANOPY FRAMING PLAN Si -4 NTS TYP 3/is, -r� 1/2"0 HILTI KWIK BOLT 5/S-2 (7YP) ANCHOR -SEE PIER CONCRETE ` PIER 3-1/2"m ICE i --� DRILL 9/tfi"m CANOPY POST HOLES (TYP.) (4' O.D. Si `\ FE 8"x8"x3'4 s BASE PLATE DETAIL s-4 N1s 1 1 '�. L2"x2"xlls 0 45' R 27('x5"A4" (TYP) TYP.- PROPOSED VERIZON CONCRETE EQUIPMENT PAD- SEE 1/S -1.2/S-1 & 3/S-1 3-1/2"m ICE CANOPY POST (4" O.D. SCH40) (TYP) ` 2 ICE CANOPY ELEVATION U � TYP 3-1/2-m ICE CANOPY POST (4" D.D. SCI TYP 3/1a6.._ — 1 2" TYP. 5/8-0 A325 �I BOLT W/ 11/16"m DRILLED HOLE (TYP) 1 1 /2"x3 1/2".1/4" X5" PL 1/2"X6"m CAP PLATE (�K) CHANNEL CONNECTION DETAIL S-4 N-18 umill, D ICE Y COLUMNS 18 GA. CORRUGATED o GALVANIZED STEEL SEE CHANNEL F_ DECKING (SEAL SEAMS 2'-D• CONNECTION - W/ SILICONE CAULK ) (TYP) T DETAIL- 4/S-4 325 WINDING RIVER LANE Q CHARLOTTESVILLE,VA22911 `o ALBEMARLE COUNTY 4 : 01AIAY75 '': REVISED 1 1 '�. L2"x2"xlls 0 45' R 27('x5"A4" (TYP) TYP.- PROPOSED VERIZON CONCRETE EQUIPMENT PAD- SEE 1/S -1.2/S-1 & 3/S-1 3-1/2"m ICE CANOPY POST (4" O.D. SCH40) (TYP) ` 2 ICE CANOPY ELEVATION U � TYP 3-1/2-m ICE CANOPY POST (4" D.D. SCI TYP 3/1a6.._ — 1 2" TYP. 5/8-0 A325 �I BOLT W/ 11/16"m DRILLED HOLE (TYP) 1 1 /2"x3 1/2".1/4" X5" PL 1/2"X6"m CAP PLATE (�K) CHANNEL CONNECTION DETAIL S-4 N-18 umill, D ICE Y COLUMNS Verimpwimiess 1831 RADY COURT RICHMOND, VA 23222 Z -1 a%fi r�}nr o NB+C ES PROJI# 27074 ga TOTALLY COMMITTED. Z W NBfG lNEINlWNO slER111GE86 LLC. .es `���yav�anerm Verimpwimiess 1831 RADY COURT RICHMOND, VA 23222 Z SOUTHLAND o NB+C ES PROJI# 27074 ga DOMINION STRUCTURE i ##513 & 202M 325 WINDING RIVER LANE Q CHARLOTTESVILLE,VA22911 `o ALBEMARLE COUNTY Dg_ Q REVISIONS VI� a 8 i 1105N5 j ADDED LANDSCAPING PLAN LAR L'i N°. 049978 DATE 11103/15 sSrQYAL Q 5 OAASMS SID SET AMM 4 : 01AIAY75 '': REVISED � AMM 3 OGWI5-A— REVISED AMM 2 : 12OM74 - FINAL • -- 1 IZ01114 REVISED 0 '• 07A7114 ` PRELIMINARY MEN REV! DATE DESCRIPTION BY Dg_ Q ,.AC[H OF b VI� a L'i N°. 049978 DATE 11103/15 sSrQYAL EH I� Z TRENT T. SNARR, P.E. � VA PROFESSIONAL ENGINEER LIC. #49978 Z DJ P I E ICE CANOPY II FRAMING DETAILS S-4 SIGNAGE NOTES 1. SIGNS SHALL BE FABRICATED FROM CORROSION RESISTANT PRESSED METAL AND PAINTED WITH LONG LASTING UV RESISTANT COATINGS. 2. SIGNS UNLESS NOTED OTHERWISE SHALL BE MOUNTED TO THE TOWER, GATE AND FENCE USING A MINIMUM OF 9 GAUGE ALUMINUM WIRE. HOG RINGS (AS UTILIZED IN FENCE INSTALLATIONS) CR BRACKETS WHERE NECESSARY. BRACKETS SHALL BE CF SIMILAR METAL AS THE STRUCTURE TO AVOID GALVANIC CORROSION. 3. ONE VER17ON SITE ID SIGN SHALL BE MOUNTED TO THE RIGHT DCOR OF THE SHELTER. TWO SIDED TAPE SHALL BE UTILIZED AT EACH CORNER ON THE BACKSIDE TO AID PLACEMENT UNTIL THE ADHESIVE SETS. PROPOSED" ROP1 E0VERIZON 1' FENCED COMPOUND l I 3 4 V PROPOSED VERIZON 16' ACCESS GATE _TOWER SITE COMPOUND SIGN PLACEMENT 6 B NTS GRADE TYPICAL SIGNAGE SEE DETAIL 3/9-4 /-FRONT GATE I � I f f FENCE SIGNAGE LOCATION 5 5 Nis IN CASE OF EMERGENCY WHITE BACKGROUND w/ NO WHITE BACKGROUND x/ BLACK LETTERING RED LETTERING CONTACT: 800-852-2671 RESPASSING SITE: VIOLATORS SOUTHLAND Q WILL BE PROSECUTED DOMINION STRUCTURE o Q NO -TRESPASSING SIGN z 18'HIGHA24" \NDE ' ,OPERATIONS PROVI DED) co ALBEMARLE COUNTY RED BACKGROUND w/ - -- ----–- _-..__—_-. 0 WARNING BLACK LETTERING 8 05)0SMS REVISED W RED BACKGROUND w/ 2 12KW14' FINRL BLACK LETTERING WHITE BACKGROUND w/ bpdmtpaYC BLACK LETTERING Mftft lamybWl aMdoffi imed Rx MEH nibrou m aha REV' DATE: DESCRIPTION i BY N W yiYi�tr�BAlhs�tr4�4 w..rw.anrarrr. vn.anwrw+a�.+.l.aowusN ® WARNING -RF SIGN (RED) 12"HGHx18"MADE (OPERATIONS PROVIDED) ® VERIZON WIRELESSSITE ID SIGN 18"HAGWCi4" NADE (OPERATIONS PROVIDED) I 0 CAUTION ---I RabfagYalg8lklk8yAMnayamwd PCC aEatr huanel�Noe. 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XXXX 8= WHITE W/BLACK LETTERING ® FCC REGISTRATION SIGN 20"HIGHBW" VVIDE (OPERATIONS PROVIDED) EL �4YR pF L VIS y Lic. No. 049978 DATE 11105/15 LL Y` 0ZC�L �Il Z TRENT T. SMARR. PZ. (Zry VA PROFESSIONAL ENGINEER LIC. 048978 U] P I! SITE SIGNAGE 1' DETAILS 7 PROPOSED (1) 1" SCH. 40 PVC CONDUIT W/ (2) 015 + (1) 0100 W/ 40 AMP BREAKER FOR TELCO CABINET (3' LONG) PROPOSED (1) 4" SCHAO PVC CONDUIT W/ (3)3/0+(1) 060 FOR 200A ELECTRICAL SERVICE FROM METER TO INTEGRATED TRANSFER SWITCH (8' LONG) PROPOSED POWER FROM INTEGRATED TRANSFER SWITCH TO HOFFMAN CABINET W/(2) 1" SCH.40 PVC CONDUIT W/ }- (2)012+012G EACH FOR EXTERIOR LIGHT --- AND GFCI OUTLET (B' LONG) PROPOSED (1) 1" PVC W/(B) 012 FROM GENERATOR TO PPC FOR BATTERY CHARGER AND BLOCK HEATER POWER. AND GFCI OUTLET FROM INTEGRATED TRANSFER SWITCH TO GENERATOR (20 - LONG) PROPOSED (1) 2- SCHAD PVC CONDUIT O �/0+(1) 04G FROM GENERATOR TO INTEGRATED TRANSFER SWITCH FOR GENERATOR STANDY-BY-POWER W/ MULE TAPE (20' LONG) PROPOSED VERIZGN 1 1 FENCED 12'x30' COMPOUND - (360 SQ FF) PROPOSED VERIZGN GENERATOR � ON 4'XS' CONCRETE PAD ° 1 �~ PROPOSED (1) 1" SCHAD ALARM CONDUIT TO INTEGRATE � TRANSFER SWITCH FOR BTS, GENERATOR CONTROLS ANO�^ CIRCUIT W/ MULE TAPE FROM GENERATOR TO INTEGRATED _\ TRANSFER SWITCH (20' LONG) � - ` T PROPOSED VERIZON OUTDOOR EQUIPMENT !� ON 7'X15' CONCRETE PAD W/ BEAM AND GRATE 1 /2•X4" PULL SLOT 0.5 COE SKID RESISTANT SURFACE COVER PROPOSED VERIZGN 10' WIDE UTILITY EASEMENT PROPOSED (1) 3" SCH- 40 , �•� PVC CONDUIT WITH (3) 3/0 _ PROPOSED VERIZON + (1) 04G FOR 200A ELECTRICAL SERVICE TO PROPOSED METER �METER ON EXISTING SELECT GRANULAR ! H -FRAME, BACKFILL COMPACTED —�-ur � � � _ PROPOSED � TO 85% ? 5� PROP SED CHARLES �— {Q �"tom FENCE LINE _ 1 INDUSTRY CABINET —%r.�� / _ AASHTO ;#57 GRAVEL I ON H -FRAME �� Y{tl1�"'� SURFACING 6" DEEP ' • �� ��FBACI5HI GRAOEMEET EXISTING kOPOSED (2) 2' SCI. 40 TO �1 PVC CONDUIT WITH MULE TAPE } 12^ ;-. FINISHED GRADE PROPOSED 2'X3' PULL STRING FROM EXISTING HANDHOLE TELCO PEDESTAL -GC TO INSTALL COPPERHEAD TRACER WIRE ALONG PFO£S7Al _ ' PROPOSED (1) 1' SCHAD PVC CONDUIT SIDE OF SCH.40 CONDUIT -UNDISTURBED SOIL W/(2);06+(1)#10G W/ 30AMP BREAKER - o WARNING TAPE FOR ° AND DISCONNECT (1O' LONG) - UNDERGROUND UTILITIES 1 (TYP) �r PROPOSED (2) 2" SCH. 40 2" PVC PVC CONDUIT WITH MULE TAPE 7 I1.n , PULL STRING FOR TELCO SERVICE CARRYING TELCO _ ,INTEGRATED FROM PROPOSED LICENSEE OUTOCOR _ . SERVICE 7� TRANSFER ' HOFFMAN ' - EQUIPMENT PLATFORM TO PROPOSED �.._._ SWITCH �I, TELCO CABINET ON H -FRAME, GC TO 1 4 INSTALL COPPERHEAD TRACER WIRE ALONG AASHTO 010 DUST T ° " V SIDE 2" CONDUIT (8' LONG -FROM PROPOSED SITE BOSS TELCO CABINET TO PROPOSED HOFFMAN BOX) 3" PVC 12" j 12"- SPARE 2" PVC = I CARRYING ELECTRIC y SERVICE (�)---(NP) 6" MIN I PROPOSED (1) 1" PVC W/ 25PR 022 NOTE: SOLID (SHEILDED RS4B5) FROM GENERATOR 1. EXCAVATE EXISTING SUBCRADE AS REQUIRED TO INSTALL I} TO SITE BOSS (25 LONG) CONDUITS IN ACCORDANCE W17H OSHA AND ALL APPLICABLE CCDES. l }, 2 TYPICAL TRENCH DETAIL PROPOSED VERIZGN E 1 N73 16' ACCESS GATE ll I 1 ELECTRICAL PLAN E"1 SCALE: 1'-6' 1 � ` PROPOSEDN ., CONCRETE RING (AROUND BOX I----', — - gONI'4T_DLk BOX -III C-AIJ 1 .0 '. - .-� I� !SOLES: 1. CONCRETE ENCASEMENT TO BE 3.DOO P.S.I. MINIMUM. 2. CDNCRETE ENCASEMENT RING DIMENSION, D, TO BE EQUAL TO DESIGN PAVEMENT DEPTH. 3. PAVEMENT AND SUBGRADE TO BE AS SHOWN ON i THE ENGINEERING PLANS. 4. QUAZITE DOES NOT RECOMMEND THE USE OF CONCRETE OR POLYMER CONCRETE BOXES IN HIGH VOLUME TRAFFIC APPLICATIONS. RTES: 1. CONTRACTOR TO ORDER HANDHOLE BOX WITH THE CORRECT LIFTING NUMBER AND SIZE OF KNOCKOUTS INSERTS (4) NEEDED. 80X 2. VERIFY DIMENSIONS OF UNIT. a HANDHOLE DETAIL &1 NTS 3.5-0 SCH40 GALVANIZED STEEL PIPE (TYP) I C3X3.5 CHANNEL (TYP) +I I i PROPOSED CHARLES_,i INOJSTY CABINET I I t _ I 4000 PSI MIN CONCRETE 4 UTILITY H -FRAME E NTS Or w, UU TOTALLY COMMITTED. Z W NB+C ENOINEEgI146 SERVICES, LLC. +�n�.enre tm o�qu yxa+, wmN m..sa4m 've'--r--impwiretess 1831 RADY COURT RICHMOND, VA 23222 z SOUTHLAND a NB+C ES PROV 27074 p DOMINION STRUCTURE MID SET #613 & 202813 325 WINDING RIVER LANE CHARLOTTESVILLE, VA 22911 W Q ALBEMARLE COUNTY REVISIONS 13 6 ' 11,05'15: ADDED LANDSC.ARNG PLAN LAA p 5 DBI°8115 MID SET AMM ' W Q 07AS D/1 4 REVISED AMM z * --. 0 9 06i05Ns REVISED AMM 2 _12000I4- --FINAL MEH 1 12MIA4 REVISED MEH 0_ 07/07/14 . PRELIMINARY MEH REV 1 DATE 1 -_ - DESCRIPTION BY D_ OIA)5115 LL 1L Er Il Z TRENT T. SNARR, P.E. CZry UA PROFESSIONAL ENGINEER LIC. ip49976 D7 ELECTRICAL PLAN uU & DETAILS U) E-1 z C3 v} NOTES: I. FINAL UTILITY DESIGN AND ROUTING TO BE CONFIRMED WITH VERIZON WIRELESS C.M.. LOCAL UTILITY CCMPANY AMC PROPERTY OWNER PRIOR 70 CONSTRUCTION. 2. TIE ELECTRICAL SERVICE INTO PROPOSED GENERATOR/TRANSFER SWITCH. CONFIRM ALL WIRE SIZES WITH MANUFACTURER PRIOR TO CONNECTION. INTEGRATED LOAD ___./ \ter--____- ______--f/ 1'C PVC FOR CONTROLS/ALARM (3) #3/0 & (1) #6G IN 2"C (PVC) (2) U/C TELCO CONDUIT 2"C (PVC)(3) 3/O, (1) #6G IN 4"C (PVC) CONNECT TO EXISTING SPARE IP -20A #2/0 G SERVICE WITH PULL STRING & TRACER WIRE CIRCUIT BREAKER IN VERIZON WIRELESS GROUND PER NEC PANELBOARD U/G POWER CONDUIT 1"C (PVC) W/ (2) #6 + (1) #10G ELECTRICAL NTS AND SERVICE ENTRANCE (SCHEMAT z TOTALLY COMMITTED z LU Naafi ENGINEERING 6ERVIGEa, LUG. . 91Y.TNVRfY•T GRIPE AME hof OL64 NiQ4xt A�4316�ova� verimpmrsiess 1831 RADY COURT RICHMOND, VA 23222 z SOUTHLAND o (3) 3/0, 1#6G ___ t DOMINION STRUCTURE Cr a #5/3 & 202813 0 325 WINDING RIVER LANE I- IN 2"C (RES) cn ALBEMARLE COUNTY 3 05A M5 REVISED AMM 3.5"0 SCH40 GALVANIZED PRCPOSED I 77A1M4Ti REVISED MEH PRELIMINARY MEH - __ STEEL PIPE (TPP) META UT}LITY (3) 3/0. 196G IN 3"C (RGS) - PROPOSED VERRON WIRELESS 40KW GENERATOR ` METER (TYP) -- WTH 2O0A OUTPUT CIRCUIT BREAKER 0 1"0 & (2) 2"0 RGS CONDUIT (TO PROPOSED CHARLES BE SEALED AFTER TELCO/POWER INOUSTY CABINET INSTALLATION) COORDINATE WITH -� CONSTRUCTION MANAGER FOR EQUIPMENT LAYOUT AND 1 _. CHANNEL (TYP) CONTINUATION (TYP.) 1 1"C (RGS) FOR PROPOSED VERIZON WIRELESS _ CONTROLS/ALARM PROPOSED y --CUTUER-HAMMER CONCRETE PAD. COORDINATE WITH CONSTRUCTION MANAGER -- - #12 & (1)OR G. DISCONNECT PANEL FOR EQUIPMENT INSTALLATION IN IN 1"C (RGS) FOR 20A AND LAYOUT CFC! RECEPTACLE IN _ GENERATOR ENCLOSURE GRADE 7i -_-_---_ ����_-_-_ _________ --_--_-_-_-_-_-_-_-_-_----__r--- ______� -� IIyI — —___ '- " 31 IIlI I! � II II HII \� _______-_-_-_-_-_-_-_ II I II ------- II -- �(2) -�" x'12 & (I) X12 G. FOR BLOCK HEATER (2) #12 & (1) #12 G. FOR BATTERY CHARGER �\\ \ , _TT________-__-_�Y/ II II______ __ _____________Y/ I {2) #12 + (1) #12 GND FOR GFCI RECEPTACLE -- 1==="-- _���___-___ __- _1 _________________ �__� F�2 II (ALL IN (1) 1" PVC CONDUIT) ___./ \ter--____- ______--f/ 1'C PVC FOR CONTROLS/ALARM (3) #3/0 & (1) #6G IN 2"C (PVC) (2) U/C TELCO CONDUIT 2"C (PVC)(3) 3/O, (1) #6G IN 4"C (PVC) CONNECT TO EXISTING SPARE IP -20A #2/0 G SERVICE WITH PULL STRING & TRACER WIRE CIRCUIT BREAKER IN VERIZON WIRELESS GROUND PER NEC PANELBOARD U/G POWER CONDUIT 1"C (PVC) W/ (2) #6 + (1) #10G ELECTRICAL NTS AND SERVICE ENTRANCE (SCHEMAT z TOTALLY COMMITTED z LU Naafi ENGINEERING 6ERVIGEa, LUG. . 91Y.TNVRfY•T GRIPE AME hof OL64 NiQ4xt A�4316�ova� verimpmrsiess 1831 RADY COURT RICHMOND, VA 23222 z SOUTHLAND o NB+C ES PROD# 27074 ___ t DOMINION STRUCTURE Cr a #5/3 & 202813 0 325 WINDING RIVER LANE I- CHARLOTTESVILLE, VA 22911 cn ALBEMARLE COUNTY EL a REVISIONS e 11g6M5 ADDED LANDSCAPING PLAN LAR ___ t O 5 Oa MI5 ND SET AMM VD�ATEI"3/15 0 Cr 4 07MIRM6 REVISED MMM r si 3 05A M5 REVISED AMM 2 17974M4 i FINAL MEH I 77A1M4Ti REVISED MEH PRELIMINARY MEH - . _...._. REV DATE 1 DE DESCRIPTION � BY EL a VD�ATEI"3/15 0 Z I 1R.11. RR. P.E. VA PROFESSIONAL ENGINEER LIC. #49976 W ELECTRICAL RISER DIAGRAM & W SERVICE ENTRANCE SCHEMATIC m Know whars below. Call before you dig. z E-2 w x rn ELECTRICAL NOTES 1. SUBMITTAL OF BID INDICATES THAT THE CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT. 2. CONTRACTOR SHALL PERFORM ALL VERIFICATIONS. OBSERVATION TESTS, AND EXAVINATICN WORK PRIOR TO ORDERING CF ANY ECUIPVEN'T AND THE ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE PROJECT MANAGER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. 3. VERIFY HEIGHTS WITH PROJECT MANAGER PRIOR TO INSTALLATION. 4, THESE PLANS ARE DIAGRAMMATIC ONLY, FOLLOW AS CLOSELY AS POSSIBLE. S. CONTRACTOR SHALL COORDINATE ALL WORK BETWEEN TRADES AND ALL OTHER SCHEDUUNG AND PROVISIONARY CIRCUMSTANCES SURROUNDING THE PROJECT. 6. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION CONSTRUCTION TOOLS, TRANSPORTATION, ETC., FOR COMPLETE AND FUNCTIONALLY OPERATING SYSTEMS ENERGIZED AND READY FOR USE THROUGHOUT AS INDICATEO ON DRAWINGS, AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED. 7. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT. ELECTRICAL MATERIALS SHALL BE LISTED AND APPROVED BY UNDERWRITER'S LABORATORIES AND SHALL BEAR THE INSPECTION LABEL "J" WHERE SUBJECT TO SUCH APPROVAL. MATERIALS SHALL MEET WITH APPROVAL OF ALL GOVERNING BODIES HAVING JURISDICTION OVER THE CONSTRUCTION. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH ALL CURRENT APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA AND VIRTU. ALL MATERIALS AND EQUIPMENT SHALL BE APPROVED FOR THEIR INTENDED USE AND LOCATION. B. ALL WORK SHALL COMPLY WITH ALL APPLICABLE GOVERNING STATE, COUNTY AND CITY CODES AND OSHA, NFPA, NEC & ASIlRAE REQUIREMENTS. 9. ENTIRE JCB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF JOB ACCEPTANCE. ALL WORK, MATERIAL AND EQUIPMENT FOUND TO BE FAULTY OL.RIN'G THAT PERIOD SHALL EE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THE CONTRACTOR. 10. PROPERLY SEAL ALL PENETRATIONS. PROVIDE UL LISTED FIRE -STOPS WHERE PENETRATIONS ARE MADE THROUGH FIRE -RATED ASSEMBLIES. WATER -TIGHT USING SILICONE SEALANT. 11, DELIVER ALL BROCHURES, OPERATING MANUALS, CATALOGS AND SHOP DRAWINGS TO THE PROJECT MANAGER AT JOBCOMPLETION. PROVIDE MAINTENANCE MANUAL$ FOR MECHANICAL EDUIPMENT. AFFIX MAINTENANCE LABELS TO MECHANICAL EQUIPMENT. 12. ALL CONDUCTORS SHALL BE COPPER. MINIMUM CONDUCTOR SIZE SHALL BE #12 AWG., UNLESS OTHERWISE NOTED. CONDUCTORS SHALL BE TYPE THHW, RATED IN ACCORDANCE WITH NEC 110-14(C). 13. ALL CIRCUIT BREAKERS. FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING RATING NOT LESS THE MAXIMUM INTERRUPTING CURRENT TO WHICH THEY MAY BE SUBJECTED. 14. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED IN ACCORDANCE W17H THE NATIONAL ELECTRICAL CODE; ARTICLES 250 & 810 AND THE UTILITY COMPANY STANDARDS. 15. CONDUIT: A. RIGID CONDUIT SHALL BE U.L. LABEL GALVANIZED ZINC COATED WITH ZINC INTERIOR AND SHALL BE USED WHEN INSTALLED IN OR UNDER CONCRETE SLABS, IN CONTACT WITH THE TJJZTH, UNDER PUBLIC ROADWAYS, IN MASONRY WALLS OR EXPOSED ON BUILDING EXTERIOR. RIGID CONDUIT IN CONTACT WITH EARTH SHALL BE 1/2 LAPPED WRAPPED WITH HUNTS WRAP PROCESS NO. 3. B. ELECTRICAL METALLIC TUBING SHALI. HAVE U.I. IABEL, FITTINGS SHALL BE GLAND RING COMPRESSION TYPE. EMT SHALL BE USED ONLY FOR INTERIOR RUNS. C. LIQUID -TIGHT FLEXIBLE METAL CONDUIT SHALL BE V.L. LISTED AND SHALL BE USED AT FINAL CONNECTIONS TO MECHANICAL EQUIPMENT & RECTIFIERS AND WHERE PERMITTED BY CODE. ALL CONDUIT IN EXCESS OF SIX FEET IN LENGTH SHALL CONTAIN A FULL-SIZE GROUND CONDUCTOR. 0. CONDUIT RUNS SHALL BE SURFACE MOUNTED ON CEILINGS OR WALLS UNLESS NOTED OTHERWISE. ALL CONDUIT SHALL RUN PARALLEL OR PERPENDICULAR TO WALLS, FLOOR, CEILING. OR BEAMS. VERIFY EXACT ROUTING OF ALL EXPOSED CONDUIT WITH THE PROJECT MANAGER PRIOR TO INSTALUNG. E. PVC CONDUIT MAY BE PROVIDED ONLY WHERE SHOWN, OR IN UNDERGROUND INSTALLATIONS. PROVIDE UV -RESISTANT CONDUIT WHERE EXPOSED TO THE ATMOSPHERE. PROVIDE GROUND CONDUCTOR IN ALL PVC RUNS; EXCEPT WHERE PERMITTHO BY CODE TO OMIT. 17. ALL ELECTRICALEQUIPMENT SHALL BE LABELED 'KITH PERMANENT ENGRAVED PLASTIC LABELS. BACKGROUND SHALL BE BLACK WITH WHITE LETTERS; EXCEPT AS REQUIRED BY CODE TO FOLLOW A DIFFERENT SCHEME. 18. UPON COMPLETION OF WORK, CONDUCT CONTINUITY. SHORT CIRCUIT. AND FALL OF POTENTIAL GROUNDING TESTS FOR APPROVAL. SUBMIT TEST REPORTS TO PROJECT MANAGER. GROUNDING SYSTEM RESISTANCE SHALL NOT EXCEED 5 _OHMS. IF THE RESISTANCE VALUE IS EXCEEDED. NOTIFY THE PROJECT MANAGER FDR FURTHER INSTRUCTION ON METHODS FOR REDUCING THE RESISTANCE VALUE. 19. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION. LEGALLY DISPOSE OF ALL REM01F_0, UNUSED AND EXCESS MATERIAL GENERATED BY THE WORK OF THIS CONTRACT. DELIVER ITEMS INDICATED ON THE DRAWINGS TO THE OWNER IN GOOD CONDITION. OBTAIN SIGNED RECEIPT UPON DELIVERY. 20. COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF TEMPORARY AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOKUP COSTS SHALL BE PAID BY THE CONTRACTOR. 21. VERIFY ALL EXISTING CIRCUITRY PRIOR TO REMOVAL AND NEW WORK. MAINTAIN POWER TO ALL OT}iFR AREAS & CIRCUITS NOT SCHEDULED FOR REMOVAL. 22. RED LINED AS -BUILT PLANS SHALL BE PROVIDED TO THE CONSTRUCTLON MANAGER. 23. INDOOR CONDUCTORS SHALL BE INSTALLED IN EMT UNLESS NOTED OTHERWISE OUTDOOR CONDUCTORS SHALL BE INSTALLED IN RIGID GALVANIZED STEEL CONDUIT UNLESS NOTED OTHERWISE. 24. N'Y' SMSA TO PRMICE SURGE SUPPRESSOR FOR TELCO BOARD SERVING NEW EQUIPMENT, THE SURGE SUPPRESSOR TO BE INSTALLED EY CONTRACTOR AND GROUNDED TO MGB. 25. SEAL AROUND PENETRATIONS RESULTING FROM CONDUIT ROUTING WITH FIRE - STOPPING FOAM SEALANT HAVING A UL -LISTED RATING CF 2 HOURS. HAMMER -DRILLING IS NOT PERMITTED. CORE-DRILUNG TO BE COORDINATED WITH BUILDING OWNER'S REPRESENTATIVE. 26. PROVIDE (2) FUSES OF SIZE RECOMMENDED BY CONDENSING UNIT MANUFACTURER. 27, PROVIDE SMOKE DETECTOR COMPATIBLE WITH EXISTING BUILDING FIRE ALARM SYSTEM. TIE TO LOCAL ZONE. COORDINATE WITH BUILDING OWNER'S FIRE ALARM SYSTEM CONTRACTOR. PROVIDE SENTROL 449CRT PHOTOELECTRIC SMOKE DETECTOR WITH AUXILIARY RELAY FOE ACU -1 SHUTDOWN. 28. PROVIDE GENERATOR CONNECTOR RECEPTACLE AND ENCLOSED CIRCUIT BREAKER IN LOCATION SUITABLE FOR PORTABLE GENERATOR ACCESS. COORDINATE WITH BUILDING OWNER FOR EXACT LOCATION. PAINT TO MATCH EXISTING WALL COLOR. 29. PROVIDE ALARM TERMINAL CABINET HIGH/LDW ALARMS MOUNTED ON TELCO BOARD. 30. PROVIDE DOOR ALARM CONTACT. PROPOSED SQUARE 0 SINGLE PHASE SERVICE ENTRANCE RATED 1201/240V, 200 AMP DISCONNECT MODEL # D224N OR . EQUIVALENT 20C AMP ELECTRIC SERVICE (3) 3/0 + (1) ;#413 IN 4"C 2COA, 120/240 II SINGLE PHASE, 3 WIRE VAC, METER I �E--- IE NOTE: SERVICE TO BE SIZED BY UTILITY COMPANY INTEGRATED LOAD CENTER: ASCO D300L SERIES COMBINATION POWER TRANSFER SWITCH AND 200 AMP LOAD CENTER IN NEMA 3R ENCLOSURE WITH 200 AMP CIRCUIT BREAKER FOR BOTH NORMAL AND EMERGENCY POWER (FAULT RATING 42k AIC 0 24M FOR PANEL SCHEDULE SEE DETAIL 2/E-3 IU E�s�:ES�Tri•e4s l 200(AMP ELECTRIC SERVICE -1 3) 3/0+(I)040 IN 2"C 1 1 E �E [ } (3) 3/0+(1)#4G JN (1) 2% E-�L E TO PROPOSED CENERATOR ` r -E E "WITH TO PROPOSED (1) C SCH40 PVC CONDUIT (6)#12 IN (1) 4"C ATS EQUIPMENT PER FOR BATTERY CHARGER PPC SCHEDULE W/ (2) 112 THIN(GENERATORSTART �_ w BLOCK HEATER & BELOW CONTROL CIRCUIT) GFCI OITLET PROPOSED ` GENERATOR 25PR-III22 SOLID (SHIELDED RS485) IN 1"C FOR GENERATOR ALARM AND DC PCWER TO PROPOSED EQUIPMENT 1 POWER DIAGRAM E 3 NTS z PANEL SCHEDULE E 3 N.3 TOTALLY COMMITTED. Z w NB•C ENGINECRINB EERVICis, LLC, wnx ��ire Im r verimonw►,etess 1831 RADY COURT RICHMOND, VA 23222 SOUTHLAND INTEGRATILD LOAD CENTER (ITS) DOMINION STRUCTURE VOLTS: 120/24U PHASE: 1 WIRE: 3 RMS: 42k AIC AMP: 200 MAIM CIS AMP: 11 NEUTRAL 13AR: YES GROUND BRANCH CB: 24 NEMA TYPE: 3R MFR: ASCO CHARLOTTESVILLE, VA 22911 ®CIRCUIT DESCRIPTION • E a' ®®®®®® 2 1209114. FINAL '. E a. CIRCUIT DESCRIPTION IIIII� III:•:;+a - - 1 121C1M4 REVISED H••••IIIIII� . i•�•�•1❖ IIID. �ii+� r1, 0', IIIII� I Iii © a ®IIIIII.� REV', I � 1•�r k � BY Mummlllll-� ♦ ♦••• E •••.•• I m 0 m m i O� O� ..af.4 lla �0mm®00� 111 111111101111111 000mm000 m ®m m .ee•.t� r••rr• viiia! ,.... -aia+i��1 ooammo =1111111 ♦••ii•w� v:....a. ov i•••++r 0 0 0 ®' 00 0 +ti 0�•� NIN ._NNSI TOTAL CONNECTED LOAD BY PHASE JIMTOTAL CONNECTED LOAD K�A 9.0T07AL PANEL LOADING KVA 9.0'®� .A�.n 4.4�%i0= � �L+w�A�i!�.!:+++++�+.�+:+:+:+�+�•�•+.�i *��+�+.�i�i�d0•ii+i+i•i+i+i9+i+i+i�'i'ILOJ�o+I z PANEL SCHEDULE E 3 N.3 TOTALLY COMMITTED. Z w NB•C ENGINECRINB EERVICis, LLC, wnx ��ire Im r verimonw►,etess 1831 RADY COURT RICHMOND, VA 23222 E0 Q SOUTHLAND REVISIONS NB+C ES PROD# 27074 S 1VISIS ; ADDED LANDSCAPING PLAN OBABII5- ..EID SET DOMINION STRUCTURE Er #513 & 202813 -. G71CBMS REVISED 325 WINDING RIVER LANE z3 CHARLOTTESVILLE, VA 22911 _ omgf6 REVISED ALBEMARLE COUNTY E0 Q , r1,-IR,lO�r�f'-`� REVISIONS Y S 1VISIS ; ADDED LANDSCAPING PLAN OBABII5- ..EID SET LAR w Q --5 4 -. G71CBMS REVISED _AMM AMM z3 _ omgf6 REVISED AMM LU 2 1209114. FINAL MEH - - 1 121C1M4 REVISED MEH 0', D7A7114 PRELIMINARY MEH REV', DATE - DESCRIPTION BY d , r1,-IR,lO�r�f'-`� Y YIS Lie. No. 049978 ,� DATE I W UJ TRENT T. SNARR, P.E. Z Thi VA PROFESSIONAL ENGINEER LIC. #49978 LU p 11 ELECTRICAL PANEL SCHEDULE, DIAGRAM & NOTES E-3 NOTE: PROVIDE CONDUITS SHOWN FOR FUTURE EQUIPMENT. POWER CONDUITS SHALL BE STUBBED UP AND CAPPED WITH PULL STRINGS. COMMUNICATION CONDUITS SHALL BE STUBBED UP AND CAPPED WITH 3—WAY INNER DUCT AND PULLSTRINGS. PROPOSED METAL GRATING �' 0 u O v O Na+ 1 TOTALLY COMMITTED. r�/ I I t; II N9+G @IGIN!lRINO SPJlVIGlS, LLC. .ee �1�,uFpxr oa.� aur E im c,s,�uent vna® •\ 11 #5/3 & 202813 8 .11ASf15 . 325 WINDING RIVER LANE LAR CHARLOTTESVILLE, VA 22911 5 08.18M5: ALBEMARLE COUNTY ' / I Q I I REVISED AMM S 05X15115 i REVISED AMM 2 120474 FINAL MEH 1 72A1fl4 RFVISFO MFH II --� I I� II PRELIMINARY -- I \t\ \ \\ o O REVtDATE . DESCRIPTION / 8 f{ r 1 PROPOSED EQUIPMENT PAD CONDUIT LAYOUT C , I NTS CONSTRUCTION NOTES 1. ASCO D3DOL SERIES COMBINATION POWER TRANSFER 'SWITCH AND 200 AMP LOAD CENTER IN NEMA 3R ENCLOSURE WITH 200 AMP CIRCUIT BREAKER FOR BOTH NORMAL AND EMERGENCY POWER 2. (2) #4 + (1) $8 GNO — 1-1/2" SCH 40 PVC CONDUIT, FED FROM 60A, 2—POLE BREAKER 3. OVER VOLTAGE PROTECTIVE DEVICE 4. 9712 CABINET 5. EBZFo 5. 2' SCH 40 FVC CONDUIT WITH PULL WIRE FOR FIBER AND COPPER ALARM CIRCUIT TO PDP/FIBER MANAGEMENT CABINET 7. (2) 1 1/2" SCR 40 PVC CONDUIT WITH PULLNIRE FOR ALARM CIRCUITS TO EACH 9712 CABINET B. 24"X48'X12' HOFFMAN BOX W/ PLYWOOD BACKING BOARD — UL RATED NEMA 3 9. 36"X36'X12' PDP/FIBER MANAGEMENT BOX W/ PLYWOOD BACKBCARD AND DWIDER (2) 18" DOORS RATED NEMA 3 10. FUTURE EZBFo CABINET 11. FUTURE 9712 CABINET 12. (1) 2" SCH 40 PVC CONDUIT WITH PULLWIRE FOR DC POWER TO PDP SIDE OF THE PDP/FIBER MANAGEMENT CABINET 13. (2) 3/4' SCH 4C FVC CONOU17 WITH PULLWIRE FOR ALARM CIRCUITS TO CVP 14. 4" NEMA 3R JUNCTION BOX MOUNTED ON ICE BRIDGE WITH WEATHER TIGHT 10OW LIGHT FIXTURE. CONTROLLED BY SWITCH MOUNTED ON H—FRAME POST. 15. (1) 1 1/2' SCH 4C PVC CONDUIT WITH PULLWIRE FOR HEATER CIRCUIT 16. (1) 1 1/2- SCH 40 PVC CONDUIT WITH PULLWIRE FOR POWER CIRCUIT 17. 2" CONDUITS FROM POWER/FIBER MANAGEMENT NEED 45' CONNECTORS ON 9712 CABINET ENTRY. 18. (1) 1" SCH 40 PVL CONDUIT, FED FROM 20A, 2—POLE BREAKER E5 Na+ z TOTALLY COMMITTED. z w N9+G @IGIN!lRINO SPJlVIGlS, LLC. .ee �1�,uFpxr oa.� aur E im c,s,�uent vna® veri nmmiess 1831 RADY COURT RICHMOND, VA 23222 z SOUTHLAND a NB+C ES PRQJ# 27074 I' DOMINION STRUCTURE #5/3 & 202813 8 .11ASf15 . 325 WINDING RIVER LANE LAR CHARLOTTESVILLE, VA 22911 5 08.18M5: ALBEMARLE COUNTY D_ REVISIONS I' C] 8 .11ASf15 . ADDED LANDSCAPoNG PIAN LAR BE pL� 5 08.18M5: BID SET ATOM Q 4 07AMIS REVISED AMM S 05X15115 i REVISED AMM 2 120474 FINAL MEH 1 72A1fl4 RFVISFO MFH 0 :07007)14 PRELIMINARY MFH I REVtDATE . DESCRIPTION BY D_ "1AM611 0 w I! Z I TRENT T. SNARR, P.E. (� VA PROFESSIONAL ENGINEER LIG. 49878 Z UJ p 11 ELECTRICAL to CONDUIT w SCHEMATIC z E-4 w GROUNDING NOTES: 1. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE. - ALLGROUNDING DEVICES SHALL BE U.L APPROVED OR LISTED FOR THEIR INTENDED USE. ALL WIRES SHALL BE AWG THHN/THWN COPPER UNLESS NOTED OTHERWISE. 4. GROUNDING CONNECTIONS TO GROUND RODS, GROUND RING WIRE, TOWER BASE AND FENCE POSTS SHALL BE EXOTHERMIC ("CADWELDS-) UNLESS NOTED OTHERWISE. CLEAN SURFACES TO SHINY METAL. WHERE GROUND WIRES ARE CADWELDED TO GALVANIZED SURFACES, SPRAY CADWELD WITH GALVANIZING PAINT. ' GROUNDING CONNECTIONS TO GROUND BARS ARE TO BE TWO -HOLE BRASS MECHANICAL CONNECTORS WITH STAINLESS STEEL HARDWARE (INCLUDING SCREW SET) CLEAN GROUND BAR TO SHINY METAL. AFTER MECHANICAL CONNECTION. TREAT WITH PROTECTIVE ANTIOXIDANT COATING. n GROUND COAXIAL CABLE SHIELDS AT BOTH ENDS WITH MANUFACTURER'S GROUNDING KITS. 7. ROUTE GROUNDING CONDUCTORS THE SHORTEST AND STRAIGHTEST PATH POSSIBLE. BEND GROUNDING LEADS WITH A MINIMUM 12' RADIUS. B. INSTALL #2 AWG GREEN -INSULATED STRANDED WIRE FOR ABOVE GRADE GROUNDING AND i)2 TINNED SOLID COPPER WIRE FOR BELOW GRADE GROUNDING UNLESS OTHERWISE NOTED. REFER TO GRCUNCING PLAN FCR GROUND BAR LCCATIONS. CRCUNCING CONNECTIONS SHALL BE EXOTHERMIC TYPE ("CADWELDS") TO ANTENNA MOUNTS AND GROUND RING, REMAINING GROUNDING CONNECTIONS SHALL UE COMPRESSION FITTINGS. CONNECTIONS TO GROUND BARS SHALL BE MADE WITH TWO -HOLE LUGS. 10, THE GROUND ELECTROCE SYSTEM SHALL CONSIST OF DRIVEN GROUND RODS POSITION ACCORDING TO GROUNDING PLAN. THE GROUND RODS SHALL BE S/S"X16-C" COPPER CLAD STEEL INTERCONNECTED WITH 92 TINNED SOUD COPPER WIRE BURIED 36" BELOW CRADE. BURY GROUND RODS A MAXIMUM OF 15' APART, AND A MINIMUM OF 8' APART. 11. IF ROCK IS ENCOUNTERED GROUND RODS SHALL BE PLACED AT AN OBLIOUE ANGLE NOT TO ED(CEED 45. - EXOTHERMIC WELDS SHALL BE MADE IN ACCORDANCE WITH ERICC PRODUCTS BULLETIN A -AT. 13. CONSTRUCTION OF GROUND RING AND CONNECTIONS TO EXISTING GROUND RING SYSTEM SHALL BE DOCUMENTED WITH PHOTOGRAPHS PRIOR TO BACKFILLING SITE, PROVIDE PHOTOS TO THE METROPCS CONSTRUCTION MANAGER. 14. ALL GROUND LEADS EXCEPT THOSE TO THE EQUIPMENT ARE TO BE #2 TINNED SOLID COPPER WIRE. ALL EXTERIOR GROUND BARS TINNED COPPER. 15- PRIOR TO INSTALLING LUGS ON GROUND WIRES, APPLY THOMAS & BETTS KOPR-SHIELD (TM OF JET LUBE INC.). PRIOR TO BOLTING GROUND WIRE LUGS TO GROUND BARS. APPLY KCPR-SHIELD OR EQUAL. 16. ENGAGE AN INDEPENDENT ELECTRICAL TESTING FIRM TO TEST AND VERIFY THAT IMPEDANCE DOES NOT EXCEED FIVE OHMS TO GROUND BY MEANS OF "FALL OF POTENTIAL TEST". TEST SHALL BE WITNESSED BY A METROPCS REPRESENTATIVE, AND RECORDED ON THE "GROUND RESISTANCE TEST" FORM. 17. WHERE BARE COPPER GROUND WIRES ARE ROUTED FROM ANY CONNECTION ABOVE GRADE TO GROUND RING, INSTALL WIRE IV 3/4" PJC SLEEVE. FROM V BELOW GRADE AND SEAL TOP WITH SILICONE MATERIAL. 'R PREPARE ALL 00140ING SURFACES FOR GROUNDING CONNECTIONS BY REMOVING ALL PAINT AND CORROSION DOWN TO SHINY METAL. FOLLOWING CONNECTION, APPLY APPROPRIATE ANTI -OXIDIZATION PAINT. 19. ANY SITE WHERE THE EQUIPMENT (BTS, CABLE BRIDGE, PPC, GENERATOR, ETC-) IS LOCATED WITHIN 8 FEET OF METAL FENCING, THE GROUND RING SHALL BE BONDED TO THE NEAREST FENCE POST USING (3) RUNS OF #2 BARE TINNED COPPER WIRE. PRDPOSEO GROUND RING #2 AWG BARE, TINNED SOLID COPPER. 35" BELDW GRADE. CONNECT TO PROPOSED TCWER GRCUND RING MP OF 2 LOCATIONS) PROPOSED VERIZON OUTDOOR EQUIPMENT ON 7'X15' CONCRETE PAD W/ BFAm AND GRATE PROPOSED VER120N 12x30 FENCED COMPOUND- (360 SQ FT) PROPOSED VERIZON GENERATOR ON 4'X8' CONCRETE PAO THREADED PVC PIPE CAP -` CAD WELD -= - THIS T LOCATION ONLY 1 4 � /2 TINNED I I I 6" DIA. SCH 40 SOLID COPPER DVC PIPE GROUND WIRE , J y �': 2" DIA. 5/8" DIA. COPPER CLAD L SLOTTED HOLE GROUND ROD. TOTAL _ jl (TYP) DEPTH IN SOIL TO flvlll BE 10' MIN. 5 IN PEGTI'ON V&LL DETAIL PROPOSED 1/4"X4"X20" MASTER GROUND BAR (MI AT RASE OF TOWER, PROVIDE (2) #2 AWG SOLIO BARE TINNED TAILS TO GROUND RING. PROVIDE 3/4" PVC CONDUIT PROTECTION SEAL TOPS WITH SILICONE (TYP) 5/B"X1O' LONG - COPPER CLAD GROUND ROD (TYP OF 2) y� I I ®- Lt�>,r 1 I PROPOSED $2 AWG SOLID BARE 1 TINNED COPPER WIRE GROUND J RING 30" BELOW GRADE MIN PROPOSED GROUND ROD GROUNDING LEGEND r COAXIAL CABLE SHIELD 1. �1 - BOARDPROPON UG RCN 1y BOARD 4N BOARD 1 FENCE GROUND KIT CONNECTION IN COMPRESSION FITTING CONNECTION f EXOTHERMIC WELD CONNECTION y 5/8"X10' COPPER -CLAD TYPE TA STEEL GROUND ROD {} 5/8"X1O' COPPER -CLAD STEEL i GROUND ROD WITH INSPECTION WELL Cr—_.. O PROPOSED GROUND WIRING - - - - - EXISTING GROUND WIRING $I: DETAILS TINNED COPPER GROUND BAR INSPECTION WELL (TYP OF 2) 1/4-X4"X12" OR 1/4"X4"X20" :"III COLLECTOR GROUND BAR 'r..6 MAIN GROUND BAR PRDPOSEO GROUND RING #2 AWG BARE, TINNED SOLID COPPER. 35" BELDW GRADE. CONNECT TO PROPOSED TCWER GRCUND RING MP OF 2 LOCATIONS) PROPOSED VERIZON OUTDOOR EQUIPMENT ON 7'X15' CONCRETE PAD W/ BFAm AND GRATE PROPOSED VER120N 12x30 FENCED COMPOUND- (360 SQ FT) PROPOSED VERIZON GENERATOR ON 4'X8' CONCRETE PAO THREADED PVC PIPE CAP -` CAD WELD -= - THIS T LOCATION ONLY 1 4 � /2 TINNED I I I 6" DIA. SCH 40 SOLID COPPER DVC PIPE GROUND WIRE , J y �': 2" DIA. 5/8" DIA. COPPER CLAD L SLOTTED HOLE GROUND ROD. TOTAL _ jl (TYP) DEPTH IN SOIL TO flvlll BE 10' MIN. 5 IN PEGTI'ON V&LL DETAIL PROPOSED 1/4"X4"X20" MASTER GROUND BAR (MI AT RASE OF TOWER, PROVIDE (2) #2 AWG SOLIO BARE TINNED TAILS TO GROUND RING. PROVIDE 3/4" PVC CONDUIT PROTECTION SEAL TOPS WITH SILICONE (TYP) 5/B"X1O' LONG - COPPER CLAD GROUND ROD (TYP OF 2) y� I I ®- Lt�>,r 1 I PROPOSED $2 AWG SOLID BARE 1 TINNED COPPER WIRE GROUND J RING 30" BELOW GRADE MIN PROPOSED GROUND ROD SOUTHLAND INSPECTION WELL (TYP OF 2) NB+C ES PROD# 27074 1. �1 - BOARDPROPON UG RCN 1y BOARD 4N BOARD 1 FENCE f ANTENNA r CONNECT UTILITY CABINETS ° n - TO GROUND RING (TYP) ter' m GROUNDING PLAN SCALE: 114=1' 5/8'x10' LONG COPPER CLAD GROUND ROO Ir �y W z TOTALLY COMMITTED. W NE+C ENGINEERING BE C9% LLr_ rvrc+ur, amelm a�al�x. v4� verl nwireless 1831 RADY COURT RICHMOND, VA 23222 z SOUTHLAND o NB+C ES PROD# 27074 DOMINION STRUCTURE g #513 & 202813 �5 325 WINDING RIVER LANE SLI CHARLOTTESVILLE, VA 22911 TYPE TA ALBEMARLE COUNTY a CADWELD GROUNDING CONNECTION DETAILS G-1 NTS LOCKWASHER FLAT WASHER (TYP) REVISIONS TMA \ �5 NUT (TYP) (TYP, STAINLESS STEEL) TYPE TA 'w�, +I -'{"_ is B I11DS11S ,. ADDED LANDSCAPING PLAN LAR :.. -.T_ 1/2" 0 COAXIAL '' Cr—_.. O __....—.—.____.—.. ___ 6 08GSg5 BIDSET AMM PROJUMPER PO GROUND ROD CABLE �I' (TYP. 3'-0" MA7fIMUM} $I: DETAILS 4 07A9n6 REVISED AMM INSPECTION WELL (TYP OF 2) ® COAXIAL CABLE N ^ _sem iZ7 3 0SIM6 REVISED AMM P PROOSED VERIZON DIN CONNECTOR 2 i20M_I4I FINAL MEH 16' ACCESS GATE GROUND WIRE 1 12C1114 REVISED MEH. TYPE VEI (TYP)� COAXIAL CABLE TYPE GT �� � TYPE OR SECTOR GROUNDING KA 0 07107M4 PRELIMINARY MEH GROUND BAR (Typ) - •—-._._... ..---.. - " REV BATE DESCRIPTION BY G TO REFERENCE ' GROUND VIA MGB COAXIAL CABLE TO BTS !L g a NL(H Op z ANTENNA GROUNDING DETAIL ` G7 NTS nsr LD (((!! ����yyyy i.ic. Na 049978 DATE 11/05/150 .1INA)-� O- A A Y" I 1 STAINLESS STEEL HARDWARE TWO HOLE COPPER CUMPRESSICN TERMINAL GROUNDING -GROUNDING 8AR LU JZ� BLE . _ TRENT T. SNARR, P.E. VA PROFESSIONAL ENGINEER LIC. 049978 ELEVATION a CADWELD GROUNDING CONNECTION DETAILS G-1 NTS LOCKWASHER FLAT WASHER (TYP) E 1/2"x1 1/2" HEX BOLT NUT (TYP) (TYP, STAINLESS STEEL) TYPE TA 'w�, +I -'{"_ is 'IF, =3 -.T_ T"'''L .t GROUNDING ,. INSULATION ALLOWED WITHIN THE $I: DETAILS CABLE COMPRESSION TERMINAL (iYP) SECTION "A -A" DO NOTE, 1.DOUBLING UP" OR "STACKING" OF CONNECTIONS IS NOT PERMITTED. 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. C 1 TYPICAL GROUND BAR CONN DETAIL j G1 NIS TYPE VEI G-1 TYPE GT TYPE GY TYPE OR TYPE GL a CADWELD GROUNDING CONNECTION DETAILS G-1 NTS LOCKWASHER FLAT WASHER (TYP) 1/2"x1 1/2" HEX BOLT NUT (TYP) (TYP, STAINLESS STEEL) GROUND BAR—t EXPOSED BARE COPPER TO BE GROUNDING PLAN KEPT TO ABSOLUTE MINIMUM, NO GROUNDING ,. INSULATION ALLOWED WITHIN THE $I: DETAILS CABLE COMPRESSION TERMINAL (iYP) SECTION "A -A" DO NOTE, 1.DOUBLING UP" OR "STACKING" OF CONNECTIONS IS NOT PERMITTED. 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. C 1 TYPICAL GROUND BAR CONN DETAIL j G1 NIS G-1 #2 STF INSULATEI MECHA CONNECT T OR ANTENNA D #2 TINNED SOLID COPPER yCLAD GROUND COPPER 36' BELOW GRADE ROD CONNECTING GROUND RINGS GROUNDING RISER DIAGRAM GROUND ROD INSPECTION NTS WELL (TYP OF 2) T„2 MOUNTING BOLT (VARIES } 'NTTH MOUNTING APPLICATION) ii I''�G�J7 DIRECT BOLT MOUNTING - BRACKETS (SUPPLIED 1T P ,] G A } WITH GROUND BAR) r. U K`1 �' n c' •� TINNED COPPER GROUND BAR {HOLE CENTERS TO MATCH NEMA _i y P i9 DOUBLE LUG CONFIGURATION) f... INSULATORS (TO BE USED WHEN THERE IS A HOME RUN ON TOWER) GROUND BAR SCHEDULE TYPE I OTYMANl1FACTURER PART NO. REAdARKS MOB 2 ANDREW UGBKIT-0420-T OR EQUAL CBG 3 ANDREW UGBKIT-0412 QR EQUAL 3 GROUND BAR DETAIL Cr2 NTS CADWELD CONNECTION (OSE TYPE APPROPRIATE TO APPLICATION) MP) J#2 TINNED SOLD COPPER WIRE GROUND RING COPPER CLAD STEEL - GROUND ROD (5/8"0x1 W-0" LONG) r4 TYPICAL GROUND ROD DETAIL �2 NTS TMA ANTENNA 1/2- 0 COAXIAL u JUMPER CABLE �- (IYP, 3''0" MAXIMUM) I , COAXIAL CABLE ..�f DIN CONNECTOR _ F GROUND WIRE (TYP) COAXIAL CABLE SECTOR - GROUNDING KIT LE GROUND BAR Tl (Typ) CG-G�'.. TO REFERENCE _ GROUND VIA MGB ti COAXIAL CABLE TO BTS ANTENNA GROUNDING DETAIL G2 NIS — POLYPHASER r \f — % '—, il L I Uffi STRAPS z TOTALLY COMMITTEQ z w BUILDING HOSE CLAMP, 12" OC I C84 CC CHARLOTTESVILLE, VA 22911 WALL TO SECURE PJC PIPE -, 3 06105/15 REVISED TO UNISTRUT 0 2"0 SCH 40 PVC, 1 12101!14 REVISED : CONCRETE 36" LONG \1t I ' MEH PIER UNISTRUT P-1000HS, ) REV, DATE DESCRIPTION BY - 35" LONG I ��i - s 1 f y• 1/2'0 HILTI LE,-- ,-, -, -- _ - HY150 ADHESIVE ANCHOR e POLYPHASER STRAP TIE -DOWN DETAIL Cr2 NB a verivnmreress Q 1831 RADY COURT RICHMOND, VA 23222 z r \f — % '—, il L I Uffi , _ �, =') z TOTALLY COMMITTEQ z w NG -C lNGINlERINO SERVICES, LLC. vxwrs+r+eoxr oRrvE,snrn,m a verivnmreress Q 1831 RADY COURT RICHMOND, VA 23222 z SOUTHLAND NB+C ES PROD# 27074 DOMINION STRUCTURE E? 451,3 & 202813 6 =BmS BID SET 325 WINDING RIVER LANE C84 CC CHARLOTTESVILLE, VA 22911 u7 ALBEMARLE COUNTY IL REVISIONS L 415 } 6 11A15MS i ADDED LANDSCAPING PLAN LAR Q 6 =BmS BID SET AMM C84 CC 07A%15 REVISED - AMM 3 06105/15 REVISED AMM 0 2 1204M4 - FINAL— ---MEH 1 12101!14 REVISED : MEH 0 07WM4 i PRELIMINARY ' MEH REV, DATE DESCRIPTION BY IL !LTB OF L 415 } Li., Na 049978 DATE l 1l07115+ SS7QYAL L'•'-� EH z II TRENTT. SNARR, P.E. VA PROFE66lONA! ENGINEER LIC. IP49978 z Lu GROUNDING RISER DIAGRAM, DETAILS & NOTES � 11G-2 z CC 2 u7 +jEIJ FILL VOID WITH MORTAR 5': MIN. AFTER CONDUIT INSTALLATION - PROPOSED_ 1" CONCRETE PAD NEW CONDUITSI�. CONDUIT PEN ETRATiOk DETAIL --'--- PROPOSED 1"0 SCH40 PROPOSED 10 SCH40 BLACK STEEL PIPE ABOVE PROPOSED 2 PSI BLACK STEEL PIPE ABOVE - GRADE (TYP.) I NG GAS METER GRADE (TYP.) II PROPOSED NO PRESSURE f REGULATOR ` PROPOSED METER NEAR GAS STUB UP PROPOSED VER20N 40KW I _PROPOSED NG "Y WITH ' I LOCATION NATURAL GAS GENERATOR FUEL 1 NIPPLE AND CAP CONSUMPTION 646 CFH OPERATIONAL FUEL PRESSURE RANGE IS 7'-13.6" H2O ,r__ 1 -i GAS PROPOSED NATURAL GAS 1 RRL VL / p / TO EXISTING / NATURALRAL GAS LINE PROPOSED VER170N 10' WIDE UTILITY EASEMENT 8 / f POLYETHYLENE SLEEVED FLEXIBLE / GAS PIPING (TRACPIPE PS -11) W/ COPPERHEAD TRACER WIRE / ® RUN IN 10' UTILITY EASEMENT TO EXISTING GAS MAIN -SIZE TO BE DETERMINED BY UTILITY COMPANY C 1 � -a 1 PROPOSED UNION- i CONTRACTOR 0 1 �.1 0 c 1 1 -_ _ � 1 PROPOSED NATURAL GAS _ `1 GAS COCK SHUT-OFF VALVE / 1 NOTE: SEE GAS RISER DIAGRAM FOR INSTALLATION OETAJLS FROM METER TO CENERATOR F PROPOSED VERIZON OUTDOOR EQUIPMENT �\ "'ON 7'X15' CONCRETE PAD PROPOSED VERIZON GENERATOR// ON 4'X6 CONCRETE PAD ! y GA5 PIPING PLAN P 5 y.: -E' 1'-15 GAS COCK SHUT-OFF / ' VALVE PROPOSED UNION GAS - GAS'..' GAS - GAS I PROPOSED UNION PROPOSED DIRT LES} J PROPOSED DIRT LEG / SEDIMENT TRAP SEDIMENT TRAP (TYP) _ PROPOSED VERIZON 10' WIDE UTILITY EASEMENT PROPOSED 1"0 POLYETHYLENE SLEEVED FLEXIBLE GAS PIPING (TRACPIPE PS -11) INSIDE (1) 4"0 PVC CONDUIT (UNDERGROUND) (TYP.), PLACE COPPERHEAD TRACER WIRE IN TRENCH BESIDE CONDUIT 2 GAS RISER DIAGRAM P 1 SCALENOTTOSCALE SYMBOLS LIST & ABBREVIATIONS ----III UNION _-VL' GAS COCK PRESSURE REGULATOR —GAS�NATURAL GAS PIPE IH@A NATURAL GAS METER GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY ALL EXISTING CONDITIONS, PARTICULARLY WHERE THEY MAY IMPACT THE PROPOSED WORK, PRIOR TO STARTING CONSTRUCTION. MINOR VARIATIONS CAN BE EXPECTED. ANY REQUIRED DEVIATION FROM THE CONTRACT DOCUMENTS AS A RESULT OF DIFFERING SITE CONDRICNS SHALL BE APPROVED BY THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING CONDITIONS. EXISTING CONDITIONS RAVE BEEN OBTAINED FROM RECENT FIELD SURVEY. 3. THE CONTRACTOR SHALL CONNECT ALL ITEMS OF EQUIPMENT AND SHALL PROVIDE ALL ITEMS NECESSARY TO COMPLETE THE GAS LINE INSTALLATION. 4.ALL MATERIALS PROVIDE SHALL BE NEW AND FREE FROM DEFECTS. 5. ALL VALVES SHALL BE INSTALLED TO ALLOW PROPER SERVICING AND OR REMOVAL WITHOUT DISCONNECTING ALL PIPING AND ACCESSORIES. 6.ALL EXPOSED NATURAL GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE (ASTM A53) WITH 150 PSI FITTINGS, 7. ALL BELOW GRADE NATURAL GAS PIPING SHALL BE POLYETHYLENE -SLEEVED FLEXIBLE GAS PIPING (TRACPIPE PS -11) OR APPROVED EQUAL. B. DI -ELECTRIC FITTINGS SHALL BE USED FOR CONNECTIONS OF DISSIMILAR PIPING MATERIALS. 9. ALL FERROUS GAS PIPING EXPOSED TO THE ATMOSPHERE OR OTHERWISE SUSCEPTIBLE TO CORROSION SHALL BE PROTECTED WITH A CORROSION RESISTANT COATING WITH "NATURAL GAS" IDENTIFICATION EVERY 25 FEET, NOTES 1. TOTAL LENGTH = 120 LF + 25 LF FOR FITTINGS = 145 LF. 2. ALL GAS PIPING do AND, ACCESSORIES SHALL BE INSTALLED IN ACCORDANCE WITH IFGC 2052 AND LOCAL CODES. 3. ALL GAS PIPING SIZED IN ACCORDANCE WITH IFGC 2012, CHAPTER 4 (ASSUMING A 1" 820 PRESSURE DROP OVER ENTIRE LENGTH OF PIPING). 4. GAS PIPING SIZES LISTED ARE BASED ON THE ENGINEER'S UNDERSTANDING OF THE PROPOSED ROUTING FROM THE GAS METER TO GENERATOR. CONTRACTOR SHALL BEAR SOLE RESPONSIBILITY FOR RECALCULATING GAS PIPE SIZE EASED ON ACTUAL ROUTING. UNDER NO CIRCUMSTANCES SHALL CONTRACTOR ASSUME THAT SIZES LISTED REFLECT EXACT PIPE LENGTHS AND NUMBER OF BENDS. 5. FUEL CONSUMPTION: 646 CFH Know whaft below. Call before you dig. UJ N ais, � TOTALLY COMMITTED. LU NI ENGIIN III�rNG SLNVICFA LLC. �Y+E.N�E IW GLENKIEN. Y,1A0.tl !N4<6OA EL EL verimpwrreless 1831 RADY COURT RICHMOND, VA 23222 z SOUTHLAND MBH 1000 BRITISH THERMAL UNITS/HOUR PSIG POUNDS PER SQUARE INCH GUAGE CFH CUBIC FEET PER HOUR IFGC INTERNATIONAL FUEL GAS CODE GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY ALL EXISTING CONDITIONS, PARTICULARLY WHERE THEY MAY IMPACT THE PROPOSED WORK, PRIOR TO STARTING CONSTRUCTION. MINOR VARIATIONS CAN BE EXPECTED. ANY REQUIRED DEVIATION FROM THE CONTRACT DOCUMENTS AS A RESULT OF DIFFERING SITE CONDRICNS SHALL BE APPROVED BY THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING CONDITIONS. EXISTING CONDITIONS RAVE BEEN OBTAINED FROM RECENT FIELD SURVEY. 3. THE CONTRACTOR SHALL CONNECT ALL ITEMS OF EQUIPMENT AND SHALL PROVIDE ALL ITEMS NECESSARY TO COMPLETE THE GAS LINE INSTALLATION. 4.ALL MATERIALS PROVIDE SHALL BE NEW AND FREE FROM DEFECTS. 5. ALL VALVES SHALL BE INSTALLED TO ALLOW PROPER SERVICING AND OR REMOVAL WITHOUT DISCONNECTING ALL PIPING AND ACCESSORIES. 6.ALL EXPOSED NATURAL GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE (ASTM A53) WITH 150 PSI FITTINGS, 7. ALL BELOW GRADE NATURAL GAS PIPING SHALL BE POLYETHYLENE -SLEEVED FLEXIBLE GAS PIPING (TRACPIPE PS -11) OR APPROVED EQUAL. B. DI -ELECTRIC FITTINGS SHALL BE USED FOR CONNECTIONS OF DISSIMILAR PIPING MATERIALS. 9. ALL FERROUS GAS PIPING EXPOSED TO THE ATMOSPHERE OR OTHERWISE SUSCEPTIBLE TO CORROSION SHALL BE PROTECTED WITH A CORROSION RESISTANT COATING WITH "NATURAL GAS" IDENTIFICATION EVERY 25 FEET, NOTES 1. TOTAL LENGTH = 120 LF + 25 LF FOR FITTINGS = 145 LF. 2. ALL GAS PIPING do AND, ACCESSORIES SHALL BE INSTALLED IN ACCORDANCE WITH IFGC 2052 AND LOCAL CODES. 3. ALL GAS PIPING SIZED IN ACCORDANCE WITH IFGC 2012, CHAPTER 4 (ASSUMING A 1" 820 PRESSURE DROP OVER ENTIRE LENGTH OF PIPING). 4. GAS PIPING SIZES LISTED ARE BASED ON THE ENGINEER'S UNDERSTANDING OF THE PROPOSED ROUTING FROM THE GAS METER TO GENERATOR. CONTRACTOR SHALL BEAR SOLE RESPONSIBILITY FOR RECALCULATING GAS PIPE SIZE EASED ON ACTUAL ROUTING. UNDER NO CIRCUMSTANCES SHALL CONTRACTOR ASSUME THAT SIZES LISTED REFLECT EXACT PIPE LENGTHS AND NUMBER OF BENDS. 5. FUEL CONSUMPTION: 646 CFH Know whaft below. Call before you dig. UJ N ais, � TOTALLY COMMITTED. LU NI ENGIIN III�rNG SLNVICFA LLC. �Y+E.N�E IW GLENKIEN. Y,1A0.tl !N4<6OA EL EL verimpwrreless 1831 RADY COURT RICHMOND, VA 23222 z SOUTHLAND O NB+C ES PROD# 27074 BIDSET DOMINION STRUCTURE o #5/3 & 202813 —_ -- --- 325 WINDING RIVER LANE I" CHARLOTTESVILLE, VA 22911 "' ALBEMARLE COUNTY REVISIONS ❑ -I IMM5'1 ADDED LANDSCAPING PLAN LAR cc 0 7 9 0308115 BIDSET AMM (i _. . —_ -- --- Ir 4 07ASMS REVISED AMM z0&fy , 3 05 REVISED AMM 2 170414 FINAL MEH O 1 17O1M4 REVISED MEN C - WKIT114 PRELIMINARY MEH REV DATE I DESCRIPTION BY O- F� CCC//7jjj aLSN OF VIS Lie. Na 049978 0078 LItWI5,� �"�74NAL 47'� 0. ITRENT T. SNARR, P.E. CS VA PROFESSIONAL ENGINEER LIC. #49976 Z W GAS PIPING DETAILS In SII P-1 LANDSCAPE NOTES: ALL PLANT MATERMLS AND PLANTING PROCEDURES SHALL BE IN ACCORDANCE WITH THE STANDARDS AS SET FORTH BY THE AMERICAN ASSOCIATION OF NUSERMMEN. 2 MULCH SHALL BE FINELY SHREDDED HARDWOOD BARK MULCH. DO NOT COVER THE ROOF CROWN OF TREES OR SHRUBS WITH SOIL OR MULCH. CUT TWINE AWAY FROM THE BASE OF THE TRUNK OR Skil AND PULL BURLAP DOWN AND OFF OF THE BALL TOP. 3. PLANTING BACKFILL MIX SHALL BE ONE PART LOOSE PEAT HUMUS, TO ONE PART SAND, TO ONE PART PARENT SOIL BY VOLUME 4, SOIL SHALL BE AMENDED WITH THE FOLLOWING: 0.25LBS ORGANIC GRANULAR FERTILIZER (5-10-5), 0.75LBS OF BONEMFAL, LOLB5 OF ROTTED COW MANURE PER CUBIC F00T OF MIX. 5. THE CONTRACTOR SHALL WARRANTY ALL PLANTS AND MATERIALS FOR TWO YEARS FROM OWNERS ACCEPTANCE. ALL REPLACEMENTS SFVLLL BE AS ORIGINALLY SPECIFIED. & THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION PROTECTION AND REPLACEMENT OF ANY UTILITIES DAMAGED ON SITE FIELD ADJUST PLAIT LOCATIONS TO AVOID UTILITIES, SWAEES. OVERHEAD WIRES EXISTING VEGEENTIGN TO REMUN ETC. 7. LEASEE LS RESPONSIBLE FOR THE COST AND MAINTENANCE OF ALL LANDSCAPING. B. ALL PLANT MATERIALS MUST BE INSTALLED EQUAL TO OR GREATER THAN THE MINIMUM SIZES SPECIFIED. NO GENUS OR SPECIES SUBSTITUTIONS ALLOWED. CULTNAR VARIATION ALLOWED WITH THE LANDSCAPE ARCHITECTS APPROVAL 9, FERTIUZEA MAY NOT BE NECESSARY. PERFORM A SOIL TEST BEFORE APPLYING. DO NOT APPLY FERTILIZER • SOIL SALTS ARE FOUND TO BE TOO HIGH. TREE LEGEND DEODAR CEDAR �../ EASTERN REDBUD SCHIP LAUREL Ak VANHOUTTE SPIREA qT 14 PINXTER&AOM AZALEA PLANTING SCHEDULE QUANTITY BOTANICAL -COMMON NAME PLANTING GRaMrtH DOMINION STRUCTURE Or 812E 8LZE 5 RHODODENDRON PERICLYMENOIDE8-PIN11rERBLOOMA2A1LFA-OECIOUO118 SHRUB P 57-8' 8 BPIREAXVANNOUffE]-VANHOUrMSPIRIA-DECIDUOU88NRUE T S-8' 9 PRUNUS LAUROCERASU8'BCHIPRAENBIB'-8CHIP LAUREL -EVERGREEN SHRUB 3' 70'-7Y 2 CERCIS CANADENSIS- EASTERN REDEUD-DECIDUOUS TREE 5 20'-30' 2 CEDRUS DEODARA-DEaOAR CEDAR -EVERGREEN TREE S' 40'-80' / `pf PLANT SUBSTITUTIONS REQUIRE A WRITTEN REQUEST FROM �11 THE PROPERTY OWNER AND WRITTEN APPROVAL FROM / / EXTSTTNC ALBEMARLE COUNTY, DEVELOPMENT SERVICES CENTER \ STSEP SLOPE LANDSCAPE ARCHITECT." o � 1\ ENS)WC TrS' FOND? 1 S V AV UTILITY POLE\ Z PROPOSED i \ 1 ��' 1 \ m EASEMENT \ � O \ _ 1 yl � StiO� 1 \ y \ y PROPOSED LANDSCAPING + \\ y T 1 TREES 15' O.G. MAX. v� 1 / ` ` �'�• � � `-.%OPE EXISnNC / ACCESS AND UW11' / EASEMENT \ ! 5 y / 1 PROPOSED LANDSCAPING f SHRUBS TO DE INSTALLED STAGGERED 5' O.C. MAX. i gyp' �•) � , 4u / .0 4u ¢op 9s�y _ p5 9!> EXTSTAIG�-- f> RIDGE LINE tg� EX/SPAC CORD �9Q I AND CUTTER (7YP.) I%1 i KnowwhaCs BLOW. LANDSCAPING PLAN Call befDTe you Lily. GSCALE T' - F EXIS77NO SIDEWALK (r-.) EX/SRAG STEEP SLOPE / GRAPHIC SCALE e o 3 e 1z IN FEET) "..H= 6 FEET i{1 5 2 LANDSCAPING PLAN KEY L-1 SCALE: T'=III PRUNE AS DIRECTED BY STANDARDIZED LANDSCAPE SPECIFICATIONS FOR THE COMMONWEALTH OF VIRGINIA. 2' MULCH -- REMOVE BURLAP FROM PLAN SAUCER TOP 1/2 OF BALL R' ALL SIDES BACKFILL MATERIAL COMPACTED BACKFILL MATERIAL B' MIN. SHRUB PLANTING AND GUYING DETAIL L-1 � RUBBER FOSE 2' MULCH TURNBUCKLES 2'%4'X3' WOOD STAKES (3 PER TREE) NOTE IF TREE STAKING IS REQUIRED, REMOVE AFTER ONE YFAR. WOOD STAKE--, SHALL NOT BE INSTALLED THROUGH ROOT BALL OF TREE. PRUNE AS DIRECTED BY STANDARDIZED LANDSCAPE SPECIFICATIONS FOR THE CDMWDNWEAI-7H OF \- VIRGINIA. LLI LU ? TOTALLY COMMITTED! z LU NB+C ENGINEERING SERVICES, LLC. ..sPmEPFRc«r c1ur�, 8JHE10e uee xlx vAxxao S4ea1mu veriMwi►eiew 1931 RADY COURT RICHMOND, VA 23222 z SOUTHLAND of NB+C ES PROD# 27074 lL O DOMINION STRUCTURE Or #513 & 202813 LU Of 325 WINDING RIVER LANE WARMS CHARLOTTESVILLE, VA 22911 ALBEMARLE COUNTY REVISIONS O s 1 IIMSM5 ADDED LANOSCAPNG PLAN lL O 5 011mams DID SET LU Of 4 WARMS REVISED 0 3 05AW5 REVISED W 0 7 17A4n4 FINAL 1 17m1n4 REVISED 0 WA7114 PRELIMINARY REV DATE DESCRIPTION a 6 Y > Is Li.. Na 049976 DATE 11!05/!5 QIV,WL OL GGALVANIZED SOFT GAUGE z TRENT T. SNARR, P.E. CHAFER 1-3/4' (MIN.) w VA PROFESSIONAL ENGINEER LIC. #49976 PLANT SAUCER BACKFILL MATER9IL LAP? REMOVE BURFROM COMPACTED BACKFILL TOP 1/2 OF BALL W LANDSCAPING PLAN MATERIAL 5' MITI. 1'-0' ALL SIDE PLANTING PIT EQUAL TO 2-3 TIMES ROOT BALL (MIN.) 1 07 L-1 TREE PLANTING AND GUYING DETAIL z L T NTS yrj W Verizon Wireless - Southland - Tier I Personal Wireless Service Facility view east trom the power tower and loco tin n of ground equipynenl illy pR)posed facility ia,r fird Stony Point Itnad View south toward the next power tower at the intersection of Riverben Drive and Richmond Road V o � 3 4 LU > q Site Name: Southland Photograph Information_ Wireless Communication Facility Free Bridge Lane 325 Winding River Lane View from the West Charlottesville, VA22911 Showing the Existing Site fl A Mr -11"d N=% l it TOTALLY COMMITTED rn'N@-ji 111iO1S.M Site Name: Southland Photograph Information:� _ Wireless Communication Facility Free Bridge Lane 325 Winding River Lane View from the West r Charlottesville, VA 22911 Showing the Proposed Site TOTALLY COMMITTED Site Name: Southland Wireless Communication Facility 325 Winding River Lane Charlottesville, VA22911 Photograph information: Parking Lot View from the East showing the Existing Site Jmm ..jaw =. TOTALLY COMMITTED I A Site Name: Southland Photograph Information: Wireless Communication Facility Parking Lot 325 Winding River Lane View from the East Charlottesville, VA22911 Showing the Proposed Site rNkO3-$=� TOTALLY COMMITTED