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HomeMy WebLinkAboutSDP201800043 Plan - Revision 2018-07-09Milestone COMMUNICATIONS SHENTEL SHENANDOAH PERSONAL COMMUNICATIONS . LLC 1. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. THE WORK PERFORMED ON THE PROJECT AND THE MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE PATH ALL APPUCABLE CODES, REGULATIONS AND ORDINANCES. 2. THE ARCHITECT/ENGINEER HAS MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. THE CONTRACTOR BIDDING THE JOB IS NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 3. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBIUTY OF NOTIFYING (IN WRITING) THE CONSTRUCTION MANAGER OF ANY CONFUCTS, ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED IN WRITING OTHERWISE. 4. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR AND ALL OTHER MATERIALS AND LABOR DEEMED NECESSARY TO COMPLETE THE WORK/PRO,ECT AS DESCRIBED HEREIN. 5. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE HIMSELF WITH THE FIELD CONDITIONS AND TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, 6. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWING/CONTRACT DOCUMENTS. 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO THE MANUFACTURER'S/VENDOR'S SPECIFICATION UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 8. THE CONTRACTOR SHALL PROVIDE A FULL SET OF CONSTRUCTION DOCUMENTS AT THE SITE UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS AVAILABLE FOR THE USE BY ALL PERSONNEL INVOLVED WITH THE PRO,ECT. 9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE BY THE ARCHITECT/ENGINEER, THE STATE, COUNTY OR LOCAL GOVERNMENT AUTHORITY. 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 12. THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. 13. THE CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENTS AS THEY APPLY TO THIS PROJECT. 14. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHERE A CONFUCT OCCURS ON ANY OF THE CONTRACT DOCUMENTS. THE CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION OF THE WORK THAT IS IN CONFLICT UNTIL THE CONFLICT IS RESOLVED BY THE CONSTRUCTION MANAGER. 15. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, PROPERTY LINES, ETC. ON THE PROJECT. MILESTONE COMMUNICATIONS - SHENTEL LEWIS MOUNTAIN - TIER II PWSF LONNA-EDRIVE _.0 CHARLOTTESVILLE, VAA-2,`'t;�.= VICINITY MAP DIRECTIONS: FROM 12110 SUNSET HILLS ROAD, RESTON, VA: TURN RIGHT ONTO SUNSET HILLS ROAD. MERGE ONTO VA -286 S/FAIRFAX COUNTY PARKWAY. MERGE ONTO 1-66 W. TAKE EXIT 43A ROUTE 29 SOUTH TOWARD GAINESVILLE/WARRENTON. KEEP STRAIGHT ONTO US-15S/US-29 S. TAKE RAM RIGHT FOR US -250 BR EAST/US-250WEST TOWARD CHARLOTTESVILLE. TURN RIGHT ONTO US -250 E. TURN RIGHT ONTO COLONNADE DR. TAKE GRAVEL ROAD ON RIGHT TO SITE. . S G F SYMBOLS AND ABBREVIATIONS ADJ ADJUSTABLE MECH MECHANICAL APPROX APPROXIMATE MFR MANUFACTURER CAB CABINET MGB MAIN GROUND BAR CLG COILING MIN MINIMUM CONIC CONCRETE MR METAL CONT CONTINUOUS NIC NOT IN CONTRACT CJ CONSTRUCTION JOINT NTS NOT TO SCALE DIA DIAMETER OC ON CENTER DWG DRAWING OPP OPPOSITE EGB EQUIPMENT GROUND BAR SF SQUARE FOOT EA EACH SHT SHEET ELEC ELECTRICAL SIM SIMILAR EL ELEVATION SS STAINLESS STEEL EQ EQUAL STL STEEL EQUIP EQUIPMENT TOC TOP OF CONCRETE EXT EXTERIOR TOM TOP OF MASONRY FF FINISHED FLOOR TOS TOP OF STEEL GA GAGE TYP TYPICAL GALV GALVANIZED VIF VERIFY IN FIELD GB GROUND BAR LION UNLESS OTHERWISE NOTED GC GENERAL CONTRACTOR WWF WELDED WIRE FABRIC GRND GROUND W/ WITH LG LONG & AND LLH LONG LEG HORIZONTAL ® AT MAX MAXIMUM SPOT ELEVATION j CENTERUNE R PLATE Na. DETAIL NUMBER SHT SHEET NUMBER —G — GROUND WIRE u ANTENNA CALL MISS UTILITY 8-1-1 3 WORKING DAYS PRIOR TO DIGGING SAFETY PRECAUTIONS SHALL BE IMPLEMENTED BY CONTRACTOR(S) AT ALL TRENCHING IN ACCORDANCE WITH CURRENT OSHA STANDARD SHEETINDEX T-1 TITLE SHEET C-1 SITE PLAN C -1A TOPOGRAPHIC MAP PLAN C-2 EROSION AND SEDIMENT CONTROL PLAN AND DETAILS A-1 COMPOUND PLAN A-2 MONOPOLE ELEVATION S-1 SHENTEL ANTENNA LAYOUT, SECTION, DETAILS AND SCHEDULE S-2 SHENTEL EQUIPMENT LAYOUT AND DETAILS S-3 SHENTEL FIBER DISTRIBUTION AND PTC CABINET DETAILS S-4 SITE DETAILS E-1 COMPOUND PLAN- ELECTRICAL E-2 DIAGRAM, DETAIL AND ELECTRICAL NOTES E-3 GROUNDING PLAN AND DETAILS E4 UTILITY ROUTING PLAN TP -1 TREE PLAN PROJECT DESCRIPTION SCOPE OF WORK: 1. INSTALL EROSION AND SEDIMENT CONTROLS. 2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE. 3. CLEAR AND GRADE SITE TO FINAL SUBGRADE ELEVATION. 4. INSTALL MONOPOLE FOUNDATION AND 72'-6" HIGH MONOPOLE. 5. INSTALL EQUIPMENT FRAME AND EQUIPMENT. 6. INSTALL GROUNDING, TELCO VAULTS, UTILITY METER CENTER.. 7. INSTALL ELECTRICAL AND TELEPHONE CONDUIT AND HAND HOLES. 8. INSTALL FENCE AND SITE IMPROVEMENTS. 9. INSTALL ANTENNAS, CABLES, RRHS AND EQUIPMENT. PROPERTY OWNER: RIVANNA WATER & SEWER AUTHORITY 695 MOORES CREEK LANE CHARLOTTESVILLE, VA 22902 APPLICANT: MILESTONE COMMUNICATIONS 12110 SUNSET HILLS ROAD, SUITE 100 RESTON, VA 20190 MR. LEN FORKAS (703) 620-2555 EX. 104 1 LATITUDE: N 38' 02' 26.37° LONGITUDE: W -78' 31' 08.52" GROUND ELEVATION: ±722.5' JURISDICTION: ALBEMARLE COUNTY PROPERTY ID: 07600-00-00-002AO CURRENT ZONING: R15 RESIDENTIAL USE: WATER TANK/ TELECOMMUNICATIONS SITE entrex communication services, inc. 6600 Rockledge Drive, Suite 550 SETHESDA, MD 20817 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. 05-18-18 CONSTRUCTION RENEW 06-01-18 CONSTRUCTION RENEW 06-04-18 CONSTRUCTION RENEW 07-05-18 CONSTRUCTION Milestone COMMUNICATIONS PROJECT NO: 1050.221 DESIGNER: C.S. ENGINEER: M.M. SCALE: 0 12 1 GRAPHIC SCALE IN INCHES LEWIS MOUNTAIN 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 TITLE: TITLE SHEET SHEET NUMBER: T-1 \ I/ (p entrex communication services, inc. 6600 Rockledge Drive, Suite 550 BETHESDA, MD 20817 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. 05-18-18 CONSTRUCTION REVIEW 06-01-18 CONSTRUCTION REVIEW 06-04-18 CONSTRUCTION REVIEW 07-05-18 CONSTRUCTION SEAL: AL Milestone COMMUNICATIONS PROJECT NO: 1050.221 DESIGNER: M.A. ENGINEER: M.M. SCALE: 0 1/2 1 GRAPHIC SCALE IN INCHES LEWIS MOUNTAIN 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 TI TLE: SITE PLAN SHEET NUMBER: C-1 TOPOGRAPHIC MAP O SCALE: 1" - 200' C -1A TRUE NORTH GRAPHIC SCALE IN FEET ) 1 inch = 200 R. Legend [Note: Some items on map may no[ appear in legend) P -Mine XRPORT COILEGEAJNIVERUTT •COMMUNITY DFIPERE.SCUE STATION aGOVERNMENT ®HOSPITAL ■LIBRARY ■POLICE STATION ■POST OFFICE ■ RE'REAT IOWTOJRIEMI S S�F+OOL O.M�w ■ W r d—OM— R.C.i n O wnxs El."- T2O13 E]ev . Conlwes T2013ElerAren Cp m – YID13 EIerAim CMwrs Z—g nfp ■ ni xi M..IO &ww 110 sle slm o- enay ■ Cnk.I S4. re .'-.[cep Sops-Ma�apec ■ Steep` ss-PreSalve] CP entrex communication services, inc. 6600 Rockledge Drive, Suite 550 BETHESDA, MD 20817 PHONE: (202)408-0960 FAX: (202)408-0961 t 11��® 1� I 1111111 11111.-111 11111.-111 11111.-111 11111.-111 04 Milestone COMMUNICATIONS PROJECTING: 1050.221 DESIGNER: C. S. ENGINEER: M.M. SCALE: 0 112 1 GRAPHIC SCALE IN INCHES LEWIS MOUNTAIN 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 TITLE: TOPOGRAPHIC MAP PLAN SHEET NUMBER: C-1 A AREA TABULATION SITE AREA: 0.48 AC DISTURBED AREA: 1,428 SF ADDED IMPERVIOUS AREA: 715 SF GRAVEL VOLUME: 13.0 CY LINE TYPES FENCE LINE - CHAIN —x—x—x—x—x—x—x—x—x—x- -1' CONTOUR LINE — — — — — — 5' CONTOUR LINE LIMITS OF DISTURBANCE and I.d Tod Tod and LIMITS OF DISTURBANCE/ SILT FENCE — LOD/SF— LODfSF— LOD/SF— LODf9F— LOD/SF— TREE PROTECTION FENCE TPF TPF TPF TPF TPF TREE OR VEGETATION LINE SCE STABILIZED CONSTRUCTION ENTRANCE CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4" x 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 4 4 III III NOTES: 3. STAPLE FILTER MATERIAL 4. BACK FILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. 1. SILT FENCES SHALL BE INSPECTED IMMEDIATELY IT INTO THE TRENCH. AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 2 CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCE RESULTING FROM END RUNS AND UNDERCUTTING. I SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE UFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. I =III 4. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER SHEET FLOW INSTALLATION EACH STORM EVENT. THEY MUST BE REMOVED (PERSPECTIVE VIEW) WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. 5. ANY SEDIMENT DEPOSITS REMAINING IN PLACE PLOP y AFTER THE SILT FENCE IS NO LONGER REQUIRED A A SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. �I POINTS "A" SHOULD BE HIGHER THAN POINT "B". DRAINAGE WAY INSTALLATION (FRONT ELEVATION) SILT FENCE 2 SCALE: N.T.S. Z-2 PAVE ENT II D I II II:,-:II=11 r t_nr (t t hz�r 7 1 t l�t�z 1 7 1 (•�r.�n. r Ei` A. (OPTIONAL) B. 0111 1• II.1..1: II � ♦Y �1 nY�T IN A WATER TRUCK SHALL BE PROVIDED DURING CONSTRUCTION IF NO HYDRANT IS LOCATED NEARBY. STONE CONSTRUCTION ENTRANCE , SCALE: KIS Z-2 tKVOIVN ANU JtLIIMtN I WIN I KVL FLAN SCALE: 1" = 10' TRUE NORTH C� entrex COITLTTUIT'Icetion Services, Inc. 6600 Rockledge Drive, Suite 550 BETHESDA, MD 20817 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. 05-18-18 CONSTRUCTION RENEW 06-01-18 VDOT #I COURSE 06-04-18 B' POSITIVE DRAINAGE CONSTRUCTION IN• AGGREGATE, TYP. TO SEDIMENT TRAPPING DEVICE • MUST EXTEND FULL WIDTH OPERATIONS AND EGRESS PLAN VIEW IN A WATER TRUCK SHALL BE PROVIDED DURING CONSTRUCTION IF NO HYDRANT IS LOCATED NEARBY. STONE CONSTRUCTION ENTRANCE , SCALE: KIS Z-2 tKVOIVN ANU JtLIIMtN I WIN I KVL FLAN SCALE: 1" = 10' TRUE NORTH C� entrex COITLTTUIT'Icetion Services, Inc. 6600 Rockledge Drive, Suite 550 BETHESDA, MD 20817 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. 05-18-18 CONSTRUCTION RENEW 06-01-18 CONSTRUCTION RENEW 06-04-18 CONSTRUCTION REVIEW 07-05-18 A WATER TRUCK SHALL BE PROVIDED DURING CONSTRUCTION IF NO HYDRANT IS LOCATED NEARBY. STONE CONSTRUCTION ENTRANCE , SCALE: KIS Z-2 tKVOIVN ANU JtLIIMtN I WIN I KVL FLAN SCALE: 1" = 10' TRUE NORTH C� entrex COITLTTUIT'Icetion Services, Inc. 6600 Rockledge Drive, Suite 550 BETHESDA, MD 20817 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. 05-18-18 CONSTRUCTION RENEW 06-01-18 CONSTRUCTION RENEW 06-04-18 CONSTRUCTION REVIEW 07-05-18 CONSTRUCTION Milestone COMMUNICATIONS PROJECT NO: 1050.221 DESIGNER: C.S. ENGINEER: M.M. SCALE: 0 12 1 GRAPHIC SCALE IN INCHES LENS MOUNTAIN 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 TITLE: EROSION AND SEDIMENT CONTROL PLAN AND DETAILS SHEET NUMBER: C-2 M MYp o. 25--1 1/2" �� o, I I& EXISTING GRASS AREA __—--------------------- _____ �OUTSIDE OF FUTURE WATER TANK COMPOUND PLAN SCALE: 1/2" = P-0' A-1 TRUE NORTH EXISTING GRASS AREA 0 entrex communication services, inc. 6600 Rockledge Drive, Suite 550 BETHESDA, MD 20817 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. 05-18-18 CONSTRUCTION RENEW 06-01-18 CONSTRUCTION RENEW 06-04-18 CONSTRUCTION RENEW 07-05-18 CONSTRUCTION 04 Milestone COMMUNICATIONS PROJECT NO: 1050.221 DESIGNER: M.A. ENGINEER: M.M. SCALE: 0 1 2 1 GRAPHIC SCALE IN INCHES LEWIS MOUNTAIN 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 TITLE: COMPOUNDPLAN SHEET NUMBER: A-1 NOTES: NEW LOOKING NORTHEAST 1. THE DIAMETER OF THE MONOPOLE AT THE BASE SHALL NOT EXCEED 30 INCHES. 2. THE DIAMETER OF THE MONOPOLE AT THE TOP SHALL NOT EXCEED 18 INCHES. 3. THE LIGHTNING ROD ON THE TOP OF THE MONOPOLE TAPERS AND DIAMETER SHALL NOT EXCEED 1 INCH. 4. THE MONOPOLE, ANTENNAS AND RELATED EQUIPMENT SHALL BE PAINTED WITH SHERWIN WILLIAMS JAVA BROWN. MONOPOLE ELEVATION SCALE: 3/6"=T'-0" A-2 C entrex communication services, inc. 6600 Rockledge Drive, Suite 550 BETHESDA, MD 20817 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. 05-18-18 CONSTRUCTION REVIEW 06-01-18 CONSTRUCTION REVIEW 06-04-18 CONSTRUCTION REVIEW 07-05-18 CONSTRUCTION Milestone COMMUNICATIONS PROJECT NO: 1050.221 DESIGNER: C.S. ENGINEER: M.M. SCALE: 0 1 2 1 GRAPHIC SCALE IN INCHES LEWIS MOUNTAIN 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 TITLE: MONOPOLE ELEVATION SHEET NUMBER: A-2 PROPOSED MONOPOLE 0 —PROPOSED SHENTEL ANTENNA (1) EACH SECTOR (3 TOTAL) NOTE: RADIO HEADS NOT SHOWN FOR CLARITY NOTE: PANEL ANTENNA AREA = 5,617 SQ. IN . EACH. MICROWAVE ANTENNA AREA = 144.0 SQ. IN. TOTAL ANTENNA AREA = 5,761 SO. IN. m PROPOSED SHENTEL MICROWAVE 9 ANTENNA MOUNTING LAYOUT O SCALE: 1"=l' -O" S-1 TRUE NORTH NEW SHENTEL TOP OF MONOPOLE ANTENNA, SEE SCHEDULE� EL 72'_6^ ANTENNA RAD CENTER EL 64'-6" 1 t NEW SHENTEL ANTENNA, SEE SCHEDULE NEW RING MOUNT, TYR MONOPOLE ANTENNA AND CABLE SCHEDULE LOCATION AZIMUTH RAD STATUS TECHNOLOGY ANTENNA MODEL # MECHANICAL ELECTRICAL # OF RRH COMBINER COAXIAL CABLE SIZE CABLE JUMPER CENTER DOWN -TILT DOWN -TILT MODEL# LENGTH LENGTH A-1 0' 72'-10" NEW 2500 (N) NOKIA TO LTE MASSIVE MIMO _ _ _ N/A 3 AMPHENOL ±85' 10'-0" (LCF12-50J) ALPHA ((25.63" H x 19.38" W x 9.88" D) 33 -658 -XX 6AWG A-2 0' 65-10" NEW eoo/tsoo RV4PX310R-V2 _ _ 1 RRH 2X50 N/A 3 AMPHENOL 385' 10'-0" 99.7" H x 13.8" W x 8.2" D 33 -658 -XX 6AWG (LCF12-50J) B-1 150' 72'-10" NEW 2500 M) NOKIA TO LTE MASSIVE MIMO _ _ - N/A SHARED _ L 10'-0" (CF12-50J) BETA (25.63° H x 19.38" W x 9.88" D) B-2 150' 65'-10" NEW Boo 1900 RV4PX310R-V2 99.7 H x 13.8" W x 8.2" D _ _ RRH 4X4b10'-0" 1 RRH 2X50 N/A SHARED - (LCF12-50J) GAMMA C-1 185' 72'-10" NEW2500 (N) NOKIA TO LTE MASSIVE MIMO _ _ - N/A SHARED - LC10'" (25.63° H z 19.38" W x 9.88" D) ( - ) C-2 185' 65-10" NEW 800/1900 RV4PX310R-V2 99.7 H x 13.8" W x 8.2" D _ _ 1 1RRH 4X1 RRH 2X50 N/A SHARED 10-0 (LCF12-50J) ODE CABLE MINIMUM BEND RADIUS MICROWAVE ANTENNA AND COAXIAL CABLE SCHEDULE WHITE BROWN 1/2"6 JUMPER HYBRIFLEX ANTENNA ANTENNA AZIMUTH ANTCABLE SYSTEM COAXIAL CABLE Gr GREEN MARK HEIGHTIGHT LENGTH TYPE RADWIN 2000 D+ (1) NEXANS SF/R RED 5" 20" M'N (12"W x 12" H x 4" D) TBD 65'-10" 85' BACKHAUL CAT 5E AND(11 BI BLUE CERAGON FbeAir I-P20C RADIO HUBER: 02-G FS P PURPLE (ZN H-060 FlB ANTENNA AND RF CABLE NOTES 1. ANTENNAS SHALL BE FURNISHED WITH MOUNTING BRACKETS. 2. PROVIDE 1/2° DIAMETER JUMPER CABLE 10'-0" MAXIMUM LENGTH FROM ANTENNA TO RRH OR FILTER. 3. ANTENNA CENTERLINE HEIGHT IS IN REFERENCE TO ELEVATION 0.0'. 4. CONTRACTOR SHALL INSTALL COLOR CODE RINGS ON EACH END OF HYBRID CABLES, AT BOTH SIDES OF ANY ENTRY POINT OR WALL PENETRATION AND JUMPER CABLES NTH UV RESISTANT TAPE. ALL CABLES SHALL BE MARKED AT THE TOP AND BOTTOM PATH 3" BRANDS OF COLOR TAPE OR STENCIL TAG. COLOR TAPE MAY BE OBTAINED FROM GRAYBAR ELECTRONIC. THE FIRST RING IS THE CLOSEST TO THE END OF THE CABLE. WRAP 3" COLORED TAPE A MINIMUM OF 3 TIMES AROUND THE CIRCUMFERENCE OF THE COAX, KEEPING THE TAPE IN THE SAME AREA AS MUCH AS POSSIBLE. THIS WILL ALLOW THE REMOVAL OF TAPE THAT WILL FADE OR DISCOLOR DUE TO WEATHER. 5. PROVIDE PHOTOGRAPHS SHOWING COMPLETE INSTALLATION OF THE ANTENNA MOUNTS, WEATHERPROOFING AND CABLE CODING. 6. THE NORTH ARROW ON THE PLANS REFERS TO TRUE NORTH. THE CONTRACTOR SHALL VERIFY THE NORTH REFERENCE PRIOR TO CONSTRUCTION AND NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCY. 7. THE CONTRACTOR SHALL SUPPLY ALL CONNECTION HARDWARE TO SECURE THE RF CABLES. ALL CONNECTION HARDWARE SHALL BE STAINLESS STEEL B. THE OWNER SHALL FURNISH THE ANTENNAS, THE RF RADIO EQUIPMENT AND OTHER MATERIALS FOR THE PROJECT. THE CONTRACTOR SHALL VERIFY PATH THE OWNER THE MATERIALS TO BE FURNISHED PRIOR TO SUBMITTING A BID. THE RRHS ARE IN THE COW SHELTER. 9. REFER TO 800/1900 MHz CABLE COLOR CODING DETAILS. 10. CABLE LENGTH FROM THE RRH TO THE FIBER DISTRIBUTION CABINET. mEff] TOP VIEW i 18" 1� NEW SHENTEL MW ANTENNA ANTENNA RAD CENTER EL I� EL 71'-4" a� TOP VIEW ORAGONWAVE ANTENNA MODEL RADYAN 2000 D+ TOP VIEW (12"W x 12° H x 4° D) WEIGHT = 6.4 LBS �9.875' I NEW SHENTEL- M 1900 MHz 4X45 ANTENNAS ONLY SHOWN ° O FOR ONE SECTOR FOR CLARITY FRONT VIEW SIDEVIEW NEW MHENTEL NHIE M. 2 NO Hp FRONT VIEW SIDE VIEW 600 MHZ 2X50 RRH M TELN LIE 1600 NHx MA9NNE MIMO �� WQUE RIME 1490-2600 MHx 1600-2690 MHZ µ M FRONT VIEW SIDE VIEW rT W NYgM EHO HNmWe 1U55Bs ` 19.3Vw . 9V5* o NEW SHENTEL- 2500 MHz BX20 RRH ANTENNA MOUNTING SECTION SCALE: 1/2"=l' -O" S-1 694/2690 MHZ ANTENNA ANTENNA MANUFACTURER - COMMSCOPE MODEL RV4PX31OR-V2 (99.7' Hx13.8°Wx 82"D) ANTENNA DETAILS (7� SCALE: 3/4=1'-0" S-1 MICROWAVE ANTENNA DETAILS SCALE: 1 1/2"=1'-0" S-1 entrex communication services, Inc. 6600 Rockledge Drive, Suite 550 BETHESDA, MD 20817 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. 05-18-18 CONSTRUCTION RENEW 06-01-18 CONSTRUCTION RENEW 06-04-18 CONSTRUCTION RENEW 07-05-18 CONSTRUCTION Milestone COMMUNICATIONS PROJECT NO: 1050.221 DESIGNER: C.S. ENGINEER: M.M. SCALE: 0 1 2 1 GRAPHIC SCALE IN INCHES LEWIS MOUNTAIN 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 TI TLE: SHENTEL ANTENNA LAYOUT, SECTION, DETAILS AND SCHEDULE SHEET NUMBER: S-1 NEW SHENTEL PPC CABINET TOP VIEW NEW ° � 1-01/2" 9928 BTS 0 0 CABINET o ie NEW SHENTEL GPS o $ 3/4" I � o PLAN NEW c NEW 1 -4 1/2" e CABIN BATTERY V-1 1/4 PLANVIEW CABINET IF-� V 1 3/4" o 'I I _1_1-- 11 I NEW NEW SHENTEL FlBER IN FRONT VIEW SIDE VIEW 48VDC BATTERY DISTRIBUTION CABINET CABINET �� ====-_-_-_-_ MSG ALARM FRONT NEW SIDEVIEW rw as iMl�nan•.�aM' ____ ____ (06 CPRI _A_�,_�_ POWER CALIBRATION —TIE�Tr 1 ---- ANTENNA ANTENNA 11r1►�Jlrl ® 0 0 BOTTOM VIEW 4.33" $,9" FRONT VIEW SIDE VIEW REAR NEW 2'-41/4' // FRONTWEW $IDE NEW PLAN NEW MODEL ALU 1900 4X45 ALCATEL LUCENT TDRRH D-RRHBX20 FMI MHz NOTCH FILTER DIMENSIONS: 8.9"x4.33"x8.9" DIMENSIONS: 26°Hx125"Wx13"D WEIGHT: 11 LBS RRH WEIGHT W/MOUNTS: ±70 LBS FREQUENCY RANGE: 2496-2690 MHz MODEL ALU 800 2X45 UNIT WEIGHT: 70 LBS. DIMENSIONS: 16"Hx13.75"Wx16.5°1) RRH BRACKET WEIGHT: 10 LBS, RRH WEIGHT W/MOUNTS: ±75 LBS WEIGHT WITH MOUNTING HARDWARE 80 LBS, NEW SHENTEL EQUIPMENT ON 1'-5" HIGH STEEL PLATFORM NEW SHENTEL CABLE BRIDGE 2X50 4X45 8X20 EQUIPMENT LAYOUT PLAN(/\/T�/) 800 MHz RRH DETAIL 1900 MHz RRH DETAIL 2A 2500 MHz RRH DETAIL 2B SCALE: 1/2"=1'-0° S-2 A SCALE 1-1/2°=1'-0" 5-2 SCALE 1-1/2°=1'-0" S-2 S-2 SCALE: 1"=1'-0° TRUE ORTH 35.4 31.8 6. 35.3 35.4 257 31.5 0 Ewo � 12.0" lo o IR PLAN VIEW FRONTVIEW SIDE NEW MANUFACTURER: ALCATEL-LUCENT MODEL B25 RRH4X30 DIMENSION: WITH WEIGHTT., 53 LBS WITH SOxLAR2SHIELD SOLAR SHIELD Ll- OO NOTE PLAN VIEW FRONT VIEW SIDE VIEW PLAN VIEW FRONT VIEW SIDE VIEW 1. INSTALL RRH PER MANUFACTURE RECOMMENDATIONS. NOTES: NOTES: THE CABINET WEIGHT = 945 LBS THE CABINET WEIGHT = 2,640 LBS 4X30 1900 MHz RRH DETAIL 2c 9928 BTS CABINET DETAILS 48VCD BATTERY CABINET DETAILS %41 SCALE: 1-1/2"=1'-0" S-2 SCALE: 3/4"=1'-O" S-2 SCALE: 3/4°=1'-0° S-2 entrex communication services, Inc. 6600 Rockledge Drive, Suite 550 BETHESDA, MD 20817 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. 05-18-18 CONSTRUCTION RENEW 06-01-18 CONSTRUCTION RENEW 06-04-18 CONSTRUCTION RENEW 07-05-18 CONSTRUCTION Milestone COMMUNICATIONS PROJECT N0: 1050.221 DESIGNER: C.S. ENGINEER: M. M. SCALE: 0 1 2 1 GRAPHIC SCALE IN INCHES LEWIS MOUNTAIN 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 TITLE: SHENTEL EQUIPMENT LAYOUT AND DETAILS SHEET NUMBER: S-2 PLAN VIEW IE (3) 1-1/4°0 HY CABLES TO ANI (1 PER SECTOR; (2) 1-1/2"0 CC TO CABINET, (P ..__.. AND (1) POWER NEMA TYPE 3R LOUVERS FOR COOIJN FAN AND AIR FILTERCEN7PUNC.HOCATONS GENERATOR RECEPTACLE PLAN VIEW S-3 3/8" S-1 7/8" 3/4° 3/4° I I I I i I I (3) 1-1/4"0 HYBRIFLEX CABLES TO ANTENNAS (1 PER SECTOR) (2) 1-1/2"0 CONDUITS TO CABINET, (1) FIBER AND (1) POWER FRONT VIEW RIGHT SIDE VIEW REAR VIEW LEFT SIDE VIEW NOTE: DISTRIBUTION CABINET SHALL BE NEMA 3R RATED CABINET WEIGHT = 150 LBS FIBER DISTRIBUTION CABINET DETAILS , SCALE: 3/4° = 1'-0" S-3 UTILITY POWER ENTRANCE 3 POINT LATCHING HANDLE WITH PADLOCK HASP .i -CS2S2-W736 COMBINATION Al TELCO CABINET (66° H' 30" W x 10° D) WEIGHT: 150 Ib FRONT VIEW RIGHT SIDE VIEW C9*V WDT = 150 IBS PTC CABINET DETAILS z SCALE: 3/4" = 1'-0" S-3 REAR VIEW H LOCATIONS GENERATOR PLUG LEFT SIDE VIEW 0 entrex communication services, inc. 6600 Rockledge Drive, Suite 550 BETHESDA, MD 20817 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. 05-18-18 CONSTRUCTION RENEW 06-01-18 CONSTRUCTION RENEW 06-04-18 CONSTRUCTION RENEW 07-05-18 CONSTRUCTION 04 Milestone COMMUNICATIONS PROJECT NO: 1050.221 DESIGNER: C.S. ENGINEER: M.M. SCALE: 0 1 2 1 GRAPHIC SCALE IN INCHES LEWIS MOUNTAIN 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 TITLE: SHENTEL FIBER DISTRIBUTION AND PTC CABINET DETAILS SHEET NUMBER: S-3 Ce entrex communication services, Inc. 6600 Rockledge Drive, Suite 550 BETHESDA, MD 20817 PHONE: (202)408-0960 FAX: (202)408.0961 SUBMITTALS DATE DESCRIPTION REV. STRUCTURAL NOTES CONSTRUCTION REVIEW 06-01-18 CONSTRUCTION RENEW 1. DESIGN REQUIREMENTS PER THE VIRGINIA STATE WIDE UNIFORM BUILDING CODE 2012 WITH REFERENCE CONSTRUCTION REVIEW 07 -OS -18 CONSTRUCTION T THE INTERNATIONAL BUILDING CODE 2012. 2 A GEOTECHNICAL REPORT FOR THE PROJECT WAS PREPARED BY ECS MID -ATLANTIC, LLC REPORT NO. 29:2030 DATED OCTOBER 17, 2016. THE ALLOWABLE BEARING CAPACITY FOR SHALLOW FOUNDATIONS IS 3000 PSF ON NATURAL FILL SOILS. THE BEARING CAPACITY OF SOIL SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER. 3. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED BY FIELD MEASUREMENT. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT/ENGINEER OF ANY NEW 3"0 SCH 40 PIPE (GALV) DISCREPANCIES PRIOR TO ORDERING MATERIALS OR PROCEEDING WITH CONSTRUCTION. WITH PIPE CAP 4. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN INCLUDING THE COMMENTARY AND THE AISC CODE OF STANDARD PRACTICE. STRUCTURALANNELS ANDNGSTRUCCU TO AL HTO EL RLL B STEE WS APES SHALL CONFORM ASTM RAL STEALL A992. PIPES SHM ALL CONFORM TSTM - A53 GRADE B. STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A5DO GRADE B. ALL STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLIES SHALL BE HOT DIP GALVANIZED FABRICATION. COLD GALVANIZE ALL FIELD PUNCHED HOLES, FIELD CUT SURFACES OR SURFACES WHERE GALVANIZED SURFACE IS DAMAGED. 6. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS) 0.1.1 -(LATEST). STRUCTURAL WELDING CODE -STEEL WELD ELECTRODES SHALL BE E70XX. EW P1000 STEEL UNISIRUT, N TEL UNI 7. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLIES SHALL CONFORM TO ASTM T-0" LONG GALT. STEEL U -BOLTS AND LOCK WASHERS (TTP.) FENCE 6" OF CRUSHER RUN /ABC A307 OR ASTIR A36. ALL STRUCTURAL FASTENERS FOR STRUCTURAL STEEL FRAMING SHALL CONFORM TO ASTM A325. FASTENERS SHALL BE 5/8 INCH MIN. DIAMETER BEARING TYPE CONNECTIONS WETH THREADS EXCLUDED IN THE SHEAR PLANE. ALL EXPOSED FASTENERS, NUTS AND WASHERS SHALL BE GALVANIZED UNLESS OTHERWISE NOTED. CONCRETE EXPANSION ANCHORS SHALL BE HILTI KWIN BOLTS UNLESS OTHER'MSE NOTED. ALL ANCHORS INTO CONCRETE SHALL BE STAINLESS STEEL. LIMIT a= 5'-0" SIDEWALK 8, ALL CAST IN PLACE CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH THE REQUIREMENTS NEW CONCRETE FOUNDATION #57 STONE SURFACING OF AG 318 AND AG 301, AND SHALL HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 4500 PSI (U.O.N). CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SGL, UNLESS OTHERWISE NOTED. MINIMUM EXISTING GRADE MATCH EXISTING CONCRETE COVER FOR REINFORCING STEEL SHALL BE 3 INCHES UNLESS OTHERWISE NOTED. CONCRETE FINISH GRADE .� y\\/\\ / / SHALL BE 6% AIR ENTRAINED. CONCRETE SHALL BE BROOM FINISHED. REFER TO THE TOWER CONSTRUCTION DRAWINGS FOR THE CONCRETE REQUIREMENTS FOR THE TOWER FOUNDATION. ' G <'. _ _ _ — <, '.I L <` . m '7 -'T T 7 -r 7-'7 '7 7- 'l 't' 7�\� X<, �\\\\��\\%��%� \ \\�\\\\\\�� STEEL WELDED NIREFFABRIC SHALL COON ORM TOQUASTM A165. M TO ASTM 615 GRADE 60. DEFORMED BILLET STEEL BARS. /.•T 10. WHERE FILL IS REQUIRED, FILL IN LAYERS WHICH DO NOT EXCEED 8• BEFORE COMPACTION. SPREAD COMPACT TO 95% AND MIRAFl SOOX SURFACING TO 95X MAX. GEOTEXTILE FABRIC MIRAFl SOOX OR APPROVED EQUAL LAYER UNIFORMLY AND EVENLY. BLADE MIX EACH LAYER TO ENSURE MATERIAL UNIFORMITY. FILL MATERIAL SHALL NOT CONTAIN MATERIAL MORE THAN 3° IN DIAMETER. COMPACT EACH LAYER NOT LESS THAN 95% I \\ .. I' . J '. \\ \\ \\ \\ \\ I .l ' �.. �'•. DRY DENSITY TO PRODUCE COMPACTED SUBGRADE OF MAXIMUM DRY DENSITY S DETERMINED BY ASTM D1557 MODIFIED PROCTOR TEST OR (ASTM D698 STANDARD PROCTOR TEST). USE FILL MATERIAL WITH MOISTURE CONTENT AS REQUIRED T ATTAIN THE /� %\/ 1`'P �I• /\/\/\/\/\ :. <.,P d• /\\/. "(•P. ",'I < / AN UNYIELDING SURFACE SEE NOTES SPECIFIED DEGREE OF COMPACTION. COMPACT USING MULTIPLE WHEEL PNEUMATIC TIRE ROLLER, VIBRATORY ROLLER, OR SHEEPS FOOT ROLLERS. REFER TO THE GEOTECHNICAL REPORT FOR SPECIFIC SITE \\//\\//\\//\\//\\// .. I`. //\ 1 �. . .. REQUIREMENTS. 11. RESTORE ALL DISTURBED AREAS TO THE ORIGINAL CONDITION. \ \ \ \ \ \ NOTE: FILL, UNDERCUT AND COMPACT TEMPORARY ACCESS ROAD UP COMPOUND AREA SHALL BE CLEARED AND GRUBBED. REMOVE UNSUITABLE LOOSE OR SOFT 5014 ORGANIC MATERIAL OR RUBBLE TO FIRM GRADE. FILL UNDERCUT AND COMPACTTO TO 6" BELOW FINISH GRADE. PLACE MIRAFl, 500X STABILIZATION FABRIC ADE. PULL TIGHT AND STAKE IN PLACE FABRIC ON SUBGRADE. N6HOFF PLACE AND COMPACT COMPACT 6° DEPTH OF CRUSHER RUN/ABC TO FINISH GRADE FRONT ELEVATION AASHTO 57 STONE TO FINISH G2ADE.SNZAl10N FILL WTHBELOW COMPACTION NOTES: 1. SURFACE COURSE AND BASE COURSE SHALL BE COMPACTED TO 98% MAX. DRY DENSITY STANDARD PROCTOR. 2. SUBGRADE SGL SHALL BE COMPACTED TO 95% MAX. DRY DENSITY STANDARD PROCTOR. UTILITY FRAME DETAIL (a) COMPOUND SURFACING DETAIL 2 GRAVEL SIDEWALK DETAIL SCALE: 3/4"=1'-0" S-4 SCALE: 1"=1'-0" S-4 SCALE: N.T.S. S-4 C 5 8'-0" MAX. 3 2 4'-0° 1 8'-0' MAX. 4 10 7 8 2 9 6 e 8•A"A/2" PLATE,PLAN COMPOUND GRADE A -A I: ti 1- I 4I': / 12" 24• 24" 12• REFERENCE NOTES: OCORNER, END OR PULL POST: 3" NOMINAL SCHEDULE 40 PIPE.O STRETCHER BAR. GENERAL NOTES: GATE POST: 4" NOMINAL SCHEDULE 40 PIPE. OLINE POST 2• SCHEDULE 40 PIPE, PER ASTM -1`1083, O 3/8• DIAGONAL ROD WITH GALVANIZED STEEL TURNBUCKLE 1. INSTALL FENCING PER ASTM F-567 LINE POSTS SHALL BE EQUALLY SPACED AT MAXIMUM 8'-0" O.C. OR DIAGONAL THREADED ROD. 2. INSTALL SWING GATES PER ASTM F-900 OTP RAIL & BRACE RAIL 1 1/2• PIPE, PER ASTM -F1083. 10 FENCE CORNER POST BRACE: 1 5/8° DIA. EACH CORNER EACH WAY. 3. FENCE PIPE AND COMPONENTS SHALL BE GALVANIZED. O4 FABRIC: 9 GA CORE WIRE SIZE 2" MESH, CONFORMING TO ASTM -A392. 11 GATE FRAME: 1 1/2" PIPE, 4. GATE FRAMES SHALL BE WELDED. PER ASTM-FI083. WELDING SHALL BE COATED WITH (3) COATS OF COLD GALV. (OR EQUAL). 11 GAANIZE O TIE GALVANIZEDSTEELT POSTS D RAILS 12 STIMIE MULT-LOCKING DEVICE BY MILESTONE 5. POSTS SHALL HAVE END -CAPS. A SINR: WRAP OF AND AT TENSION WIRE BY SPACED MAX. 24" INTERVALS. 6. GATES SHALL HAVE LOCKING HARDWARE. 13 GATE DIAGONAL GALVANIZED STEEL 1 1/2" PIPE 7. PROVIDE GATE STOPS TO SECURE GATES IN OPEN ORINGS TENSION WIRE: 9 GA. GALVANIZED STEEL. POSITION, OGATE FRAME BRACE: 1 5/8• DIAMETER. GALVANIZED FENCE AND GATE DETAIL n SCALE: 3/16"=1'-0" S-1 Ce entrex communication services, Inc. 6600 Rockledge Drive, Suite 550 BETHESDA, MD 20817 PHONE: (202)408-0960 FAX: (202)408.0961 SUBMITTALS DATE DESCRIPTION REV. 05-18-18 CONSTRUCTION REVIEW 06-01-18 CONSTRUCTION RENEW 06-04-18 CONSTRUCTION REVIEW 07 -OS -18 CONSTRUCTION Milestone COMMUNICATIONS PROJECT N0: 1050.221 DESIGNER: M. A. ENGINEER: M.M. SCALE: O 1/2 1 GRAPHIC SCALE IN INCHES LEWIS MOUNTAIN 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 TI TLE: SITE DETAILS SHEET NUMBER: S-4 EXISTING UNDERGROUND ... .. ..:....: STORM DRAIN PIPE EXISTING GRASS J AREA OUTSIDE OF FUTURE WATER TANK EXISTING GRASS AREA NM.' ALL ITEMS ARE NEW, PROPOSED, UNLESS NOTED AS EXISTING. COMPOUND PLAN - ELECTRICAL O SCALE: 1/2"= 1'-0" E-1 TRUE NORTH 0 entrex communication services, inc. 6600 Rockledge Drive, Suite 550 BETHESDA, MD 20817 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. 05-18-18 CONSTRUCTION REVIEW 06-01-18 CONSTRUCTION REVIEW 06-04-18 CONSTRUCTION REVIEW 07-05-18 CONSTRUCTION Milestone COMMUNICATIONS PROJECT NO: 1050.221 DESIGNER: A.S. ENGINEER: M.M. SCALE: 0 1 2 1 GRAPHIC SCALE IN INCHES LEWIS MOUNTAIN 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 TITLE: COMPOUND PLAN ELECTRICAL SHEET NUMBER: E-1 GENERAL NOTES I. OBTAIN PERMITS AND PAY FEES RELATED TO ELECTRICAL WORK PERFORMED ON THIS PROJECT. DELIVER COPIES OF ALL PERMITS TO MILESTONES REPRESENTATIVE. 2, SCHEDULE AND ATTEND INSPECTIONS RELATED TO ELECTRICAL WORK REQUIRED BY JURISDICTION HAVING AUTHORITY. CORRECT AND PAY FOR ANY WORK REQUIRED TO PASS ANY FAILED INSPECTION. 3. ENGAGE AN INDEPENDENT ELECTRICAL TESTING FIRM APPROVED BY MILESTONE TO TEST AND VERIFY THAT RESISTANCE DOES NOT EXCEED 5 OHMS TO GROUND BY MEANS OF ' FALL OF POTENTIAL TEST'. TEST SHALL BE WITNESSED BY MILESTONE REPRESENTATIVE . THE COMPLETED SITE SHALL BE TESTED AND A REPORT SENT TO MILESTONE REPRESENTATIVE. 4. REDLINED AS-BUILTS ARE TO BE DELIVERED TO MILESTONE REPRESENTATIVE. 5. PRIOR TO ANY TRENCHING CONTACT MISS UTILITY TO VERIFY LOCATIONS OF ANY EXISTING BURIED SERVICE CONDUITS. 6. FURNISH AND INSTALL THE COMPLETE ELECTRICAL SERVICE, TOWER LIGHTING EQUIPMENT, TELCO CELL SITE CABINET, AND THE COMPLETE GROUNDING SYSTEM. 7. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND LOCAL ORDINANCES, INSTALLED IN A NEAT MANNER, AND SHALL BE SUBJECT TO APPROVAL BY MILESTONES REPRESENTATIVE. 8. CONDUCT A PRE -CONSTRUCTION SITE VISIT AND VERIFY EXISTING SITE CONDITIONS AFFECTING THIS WORK, REPORT ANY OMISSIONS OR DISCREPANCIES FOR CLARIFICATION PRIOR TO THE START OF CONSTRUCTION. 9, PROTECT ADJACENT STRUCTURES AND FINISHES FROM DAMAGE. REPAIR TO ORIGINAL CONDITION ANY DAMAGED AREA, 10, REMOVE DEBRIS ON A DAILY BASIS. DEBRIS NOT REMOVED IN A TIMELY FASHION WILL BE REMOVED BY OTHERS AND THE RESPONSIBLE SUBCONTRACTOR SHALL BE CHARGED ACCORDINGLY, REMOVAL OF DEBRIS SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE. DEBRIS SHALL BE PROPERTY REMOVED FROM THE AND DISPOSED OF LEGALLY. 11. UPON COMPLETION OF WORK, THE SITE SHALL BE CLEAN AND FREE OF MUD AND CAKED DIRT ON EQUIPMENT. 12, DOCUMENT GROUND RING INSTALLATION AND CONNECTIONS TO IT WITH PHOTOGRAPHS PRIOR TO BACK FILLING SITE. PRESENT PHOTO ARCHIVE AT SITE 'PUNCH LIST' WALK TO MILESTONE REPRESENTATIVE. i GENERAL SPECIFICATIONS 1. WIRING SHALL BE AWG STRANDED COPPER WITH THHN OR THWN/THHN INSULATION, R12 MINIMUM, INSTALLED IN 3/4' MINIMUM CONDUIT. 2. WIRING DEVICES AND EQUIPMENT SHALL BE UL LISTED FOR THEIR INTENDED USE. 3. MATERIALS SHALL BE NEW AND CONFORM TO THE APPLICABLE STANDARDS ESTABLISHED FOR EACH ITEM BY THE ORGANIZATIONS LISTED BELOW - AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) - UNDERWRITER'S LABORATORY CUL) - NATIONAL ELECTRICAL MANUFACTURING ASSOCIATION (NEMA) - AMERICAN STANDARDS ASSOCIATION (ASA) - NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 4. INSTALLATION OF MATERIALS SHALL COMPLY WITH REGULATIONS OF, - THE NATIONAL ELECTRICAL CODE 2011 EDITION (NFPA 70) - THE NATIONAL ELECTRICAL SAFETY CODE (ANSI C-2) - THE LIFE SAFETY CODE (NFPA 101) 2012 UBC 5. THE ENTIRE SYSTEM SHALL BE SOLIDLY GROUNDED USING LOCK NUTS AND BONDING NUTS ON CONDUITS AND PROPERLY BONDED GROUND CONDUCTORS, RECEPTACLES AND EQUIPMENT BRANCH CIRCUITS SHALL BE GROUNDED WITH A FULL-SIZED EQUIPMENT GROUNDING CONDUCTOR RUN IN THE CIRCUIT'S CONDUIT. 6. CONDUCTORS SHALL BE INSTALLED IN SCHEDULE 40 PVC CONDUIT. 7. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE REQUIRED SO THAT CONDUIT BENDS DO NOT EXCEED 360'. STUB UP CONDUITS AT POLE BASE (2) 4' CONDUITS FROM POWER DEMARCATION TO NEW TRANSFORMER ABBREVIATIONS A AMPERE DESCRIPTION REV. 05-18-18 CONSTRUCTION REVIEW 06-01-18 AF AMPERE FRAME CONSTRUCTION RENEW 07-05-18 CONSTRUCTION C CONDUIT EMT ELECTRICAL METALLIC TUBING UTILITY WARNING RIBBON / / / / / E GND EXISTING GROUND COMPACTED BACK FILL WITH SATISFACTORY KWH KILOWATT HOUR NATIVE OR IMPORTED SOIL LFNC MCB UQUIDTIGHT FLEXIBLE NON-METALLIC CONDUIT MAIN CIRCUIT BREAKER 2' CL P PVC POLE POLYVINYL CHLORIDE RMC RIGID METAL CONDUIT SN SOLID NEUTRAL j \� ,;:.,�,.�> _,;-:�..;;�:+. ,..;�•c:.• SW SWITCH (2) 4" PVC TELCO CONDUIT:'s-�1 \� (2) 4" PVC POWER CONDUITS V W VOLT WIRE \\\% BACK FILL (SAND OR NATIVE 0 PHASE UNDISTURBED SOIL \ 3' 1y-0, a' SOIL) PER ASTM STANDARDS NEW l PHASE TRANSFORMER T TT 3 -POSITION BRANCH UNIT SQUARE D NO. EZML113225 - (225A RATED) (2) 4' PVC POWER CONDUITS WITH PULL LINES N27E,F: 1. CONTRACTOR SHALL CONTACT ELECTRIC COMPANY 2 BUSINESS DAYS BEFORE COVERING FOR CONDUIT INSPECTION. 2. CONDUIT SHALL BE BE SCHEDULE 40 PVC FOR DIRECT BURIAL AND INSTALLED IN ACCORDANCE WITH ELECTRIC COMPANY SPECIFICATIONS 3. EACH CONDUIT SHALL HAVE ONE "POLYOLEFIN", 1000 POUNDS STRESS PULL UNE INSTALLED, TO ACCOMMODATE THE PUWNG CABLE. POWER/TELCO UTILITY CONDUIT BURIAL DETAIL z SCALE: 3/4" = 1'-0" E-2 NOTESi (2) 4' PVC TELCO CONDUITS 1. PROVIDE (5) POSITION METER CENTER APPROVED BY DOMINION, WITH PULL LINES 2, OBTAIN SITE'S FAULT CURRENT RATING FROM DOMINION POWER REPRESENTATIVE PRIOR TO ORDERING AND INSTAWNG METER CENTER. PROMDE METER CENTER COMPONENTS HAVING A FAULT CURRENT RATING GREATER THAN THE SITE'S FAULT CURRENT. 3. CONTRACTOR SHALL INSTALL CONDUITS FOR DOMINION POWER CABLES. DOMINION POWER SHALL INSTALL CONDUCTORS. 4. PROVIDE 1000 Ib. TEST PULL LINES IN ALL CONDUITS. 5. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE REWIRED SO THAT TOTAL CONDUIT BENDS DO NOT EXCEED 360'. REFER TO DRAWING E-4. 6. ALL ELECTRICAL ITEMS SHALL BE U.L. LISTED AND LABELED FOR THOR INTENDED USE. UTILITY RISER DIAGRAM SCALE: N.T.S. E-2 PROVIDE (2) 2'x2' HAND HOLE BASES FOR TELCO UTILITY CABLING Centrex communication services, Inc. 6600 Rockledge Drive, Suite 550 BETHESDA, MD 20817 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. 05-18-18 CONSTRUCTION REVIEW 06-01-18 CONSTRUCTION REVIEW 06-04-18 CONSTRUCTION RENEW 07-05-18 CONSTRUCTION 04 Milestone COMMUNICATIONS PROJECT NO: 1050.221 DESIGNER: A. S.. ENGINEER: M.M. SCALE: 0 1 2 1 GRAPHIC SCALE IN INCHES LEWIS MOUNTAIN 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 TITLE: UTILITY DIAGRAM, DETAIL AND ELECTRICAL NOTES SHEET NUMBER: E-2 GROUND ACCESS HANDHOLE —GROUND RODS (NOTE 1.) o n c . O n 8' LENGTH OF GROUND — WIRE COILED IN H.D.O BASE FOR CONNECTION TO FUTURE TELCO CABINET 16' LENGTH OF GROUND — W1RE COILED ABOVE GRADE FOR CONNECTION TO TRANSFORMER TRANSFORMER REFER TO DIAGRA FOR SERVICE GRD NEW MONOPOLE 2 AWG BARE TINNED SOLID Cu EXOTHERMICALLY WELDED TO POLE BASE AND GROUND RING GRADE POLE GROUND RING BARE TINNED SOLID Cu 2 AWG " 30" BELOW GRADE 15'X 15' CONCRETE FOUNDATION MAT t 5' BELOW GRADE V n � MONOPOLE GROUNDING DIAGRAM SCALE: N.T.S. E-3 GATE AND FENCE BONDING DETAIL 2 SCALE: N.T.S. E-3 ------------------ I I MONOPOLE GROUND ELECTRODE SYSTEM CHAIN LINK FENCE (DIAGRAM 1/E-3) I I x— x— x x— x— x— x— x— x— x— —Ix — x— x— x x— x— x— x x— x x— x— k— — x— x— x— x GROUND BAR SECURED o o o o o x oTELCO o oTELCO o (DETAIL 5/E-3) \ (' \ 72'-6" MONOPOLE oo x x o CONCRETE MAT \ FIBER CART. FOUNDATION \ o BELOW GRADE x BOND GATE TO POST AND - POST TO GROUND RING (DETAIL 2/E-3) / EXISTING GRASS AREA J + NOTE: ALL ITEMS SHOWN ARE PROPOSED, NEW, UNLESS NOTED AS EXISTING. GROUNDING PLAN 4 SCALE: 3/8" = 1'-0" E-3 APPLY GALVANIZING PAINT OVER CADWELD EXOTHERMICALLY WELD JUMPER TO GATE POST AND GATE FRAME x \ \ GROUND ACCESS x HANDHOLE (DETAIL 6/E-3) x \ x GROUND RING \ OUND ROD T ,x �x x �x ,x SERVICE BREAKERS IN METERING CENTER TO LOAD (TYPICAL) - NEUTRAL AND SERVICE GROUND TERMINALS — EQUIPMENT GROUNDING TERMINALS — BARE 2 AWG IN 3/4° LFNC UNE PHASE LUGS PHASE LUG SERVICE CONDUCTORS FROM UTILITY TRANSFORMER GROUNDED NEUTRAL FROM UTILITY TRANSFORMER GROUND ELECTRODE J SYSTEM (GROUND RING) _ 5/8'X 10' COPPER -CLAD STEEL GROUND ROD NOTES: 1. DRIVE 8' LONG GROUND ROD COMPLETELY BELOW GRADE. 2 GROUNDING TERMINAL BLOCKS ARE PROVIDED- FACTORY INSTALLED PATH METER AND ARE BONDED TO METAL ENCLOSURES. 3 POSITION METER CENTER SERVICE GROUNDING DIAGRAM SCALE: N.T.S. E-3 INSULATORS o o o o o o o o o o o o o o o o o o o o o o 0 o p o o o o �1\ (�/ o o o o o o o o o o o o o 2 AWG BARE COPPER — GROUND 'WIRE BONDED TO MONOPOLE GROUND RING 2 AWG BARE COPPER GROUND 'WIRE BONDED TO MONOPOLE GROUND RING MAIN GROUND BAR SHALL BE HARGER CAT. NO. GBIA14420J MOUNT GROUND BAR TO CABLE PORT UP WITH ANGLE ADAPTERS INCLUDED WITH GROUND BAR. NEW MONOPOLE GROUND BAR r5_-� SCALE: N.T.S. E-3 3/4" WASHED STONE PVC COVER GROUNDING NOTES I ® 0000 05-18-18 CONSTRUCTION REVIEW SHENTEL " SHENTEL ° SHENTEL ° SHENTEL CONSTRUCTION REVIEW 06-04-18 CABINET CABINET CABINET GROUND BAR I= I ° I M 3/E- 7. GROUND RODS: 5/8" x 8' LONG, TOPS DRIVEN A MINIMUM OF 30° DEEP. L — UNDING d%Lx—x—x x—x—x—x—x—x—x—x—x—x—x—x—x—x—x WIRE PIGTAILSLOTS BOND GATE TO POST AND - POST TO GROUND RING (DETAIL 2/E-3) / EXISTING GRASS AREA J + NOTE: ALL ITEMS SHOWN ARE PROPOSED, NEW, UNLESS NOTED AS EXISTING. GROUNDING PLAN 4 SCALE: 3/8" = 1'-0" E-3 APPLY GALVANIZING PAINT OVER CADWELD EXOTHERMICALLY WELD JUMPER TO GATE POST AND GATE FRAME x \ \ GROUND ACCESS x HANDHOLE (DETAIL 6/E-3) x \ x GROUND RING \ OUND ROD T ,x �x x �x ,x SERVICE BREAKERS IN METERING CENTER TO LOAD (TYPICAL) - NEUTRAL AND SERVICE GROUND TERMINALS — EQUIPMENT GROUNDING TERMINALS — BARE 2 AWG IN 3/4° LFNC UNE PHASE LUGS PHASE LUG SERVICE CONDUCTORS FROM UTILITY TRANSFORMER GROUNDED NEUTRAL FROM UTILITY TRANSFORMER GROUND ELECTRODE J SYSTEM (GROUND RING) _ 5/8'X 10' COPPER -CLAD STEEL GROUND ROD NOTES: 1. DRIVE 8' LONG GROUND ROD COMPLETELY BELOW GRADE. 2 GROUNDING TERMINAL BLOCKS ARE PROVIDED- FACTORY INSTALLED PATH METER AND ARE BONDED TO METAL ENCLOSURES. 3 POSITION METER CENTER SERVICE GROUNDING DIAGRAM SCALE: N.T.S. E-3 INSULATORS o o o o o o o o o o o o o o o o o o o o o o 0 o p o o o o �1\ (�/ o o o o o o o o o o o o o 2 AWG BARE COPPER — GROUND 'WIRE BONDED TO MONOPOLE GROUND RING 2 AWG BARE COPPER GROUND 'WIRE BONDED TO MONOPOLE GROUND RING MAIN GROUND BAR SHALL BE HARGER CAT. NO. GBIA14420J MOUNT GROUND BAR TO CABLE PORT UP WITH ANGLE ADAPTERS INCLUDED WITH GROUND BAR. NEW MONOPOLE GROUND BAR r5_-� SCALE: N.T.S. E-3 3/4" WASHED STONE PVC COVER GROUNDING NOTES DATE DESCRIPTION REV. 05-18-18 CONSTRUCTION REVIEW 06-01-18 CONSTRUCTION REVIEW 06-04-18 CONSTRUCTION REVIEW 10" X36* PVC SOIL CONSTRUCTION 2 AN BARE SOLID 1. GROUNDING SHALL COMPLY PATH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE. 7. GROUND RODS: 5/8" x 8' LONG, TOPS DRIVEN A MINIMUM OF 30° DEEP. PIPE WITH 1"X 8" FOR WIRES WIRE PIGTAILSLOTS 2. ALL GROUNDING DEVICES SHALL BE U.L APPROVED OR LISTED FOR THEIR INTENDED USE. 8. EXOTHERMIC WELDS SHALL BE MADE ON METAL POSTS 12" ABOVE GRADE. 3. GROUND PARES SHALL BE 2 AWG BARE SOLID TINNED COPPER UNLESS 9. NOTIFY MILESTONE REPRESENTATIVE PRIOR TO BURIAL OF GROUNDING ELECTRODE 2 AWG BARE RNNED SOLID NOTED OTHERWISE. SYSTEM. ADDITIONALLY, PHOTOGRAPH GROUND RODS AND LABEL EACH PHOTOGRAPH COPPER GROUND HIRE 4. GROUNDING CONNECTIONS SHALL BE EXOTHERMIC WELDS TO GROUND RODS, WITH GROUND ROD'S DESIGNATION. GROUND ROD BURIED 30" BELOW GRADE GROUND RING WIRE AND POLE BASE. ACCEPTABLE PROCESS/ 10. GROUNDING SYSTEM RESISTANCE MEGGER TEST. PRODUCTS: "CADWELD" AND "THERMOWELD". CLEAN SURFACES TO SHINY METAL THE °FALL OF POTENTIAL" OR "THREE TERMINAL" METHOD SHALL BE USED. WHERE WIRES ARE WELDED TO GALVANIZED SURFACES. APPLY TWO COATS OF a. DRIVE CURRENT REFERENCE PROBE (C2) 200' FROM TEST GROUND ROD. ZINC -RICH COLD -GALVANIZING PAINT. b. DRIVE POTENTIAL REFERENCE PROBE (P2) AT TEN LOCATIONS IN A STRAIGHT UNE BETWEEN THE EARTH ELECTRODE AND (C2.) 5. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH C. PLOT RESISTANCE READINGS OHMS) ON GRAPH, INDICATING (P2) DISTANCE POSSIBLE. BEND GROUNDING LEADS WITH A MINIMUM 8° RADIUS. (IN FEET) FROM EARTH ELECTRODE. DE. 6. GROUND RODS SHALL BE SPACED AS SHOWN ON PLAN 1/E-3 AND d.. CHART THE 62' POINT ON GRAPH LINE. GROUND ACCESS HANDHOLE DETAIL / 6 INTERCONNECTED WITH 2 AWG BARE TINNED SOLID COPPER WIRE 30" BELOW GRADE. e. RECORD ON CHART THE DATE, TIME, AIR TEMPERATURE AND SOIL MOISTURE CONTENT. SCALE: N.T.S. E-3 f. SUBMIT TEST RESULTS TO MILESTONE AS PART OF SITE CLOSE-OUT DOCUMENTATION. entrex communication services, inc. 6600 Rockledge Drive, Suite 550 BETHESDA, MD 20817 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. 05-18-18 CONSTRUCTION REVIEW 06-01-18 CONSTRUCTION REVIEW 06-04-18 CONSTRUCTION REVIEW 07-05-18 CONSTRUCTION Milestone COMMUNICATIONS PROJECT NO: 1050.221 DESIGNER: A.S. ENGINEER: M.M. SCALE: 0 12 1 GRAPHIC SCALE IN INCHES LEWIS MOUNTAIN 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 TITLE: GROUNDING PLAN AND DETAILS SHEET NUMBER: E-3 LID SKID RESISTANT SURFACE BOX I NOTES: 1. PROVIDE PULL BOXES NTH THE FOLLOWING CHARACTERISTICS: "OUAZITE" PG STYLE POLYMER CONCRETE ENCLOSURE WITH OPEN BOTTOM SIZE: 24"W X241 X 36"D MANUFACTURER: HUBBELL ONE PIECE BOLTED LID TIER 22/HS20 RATED 2.INSTALL TOP OF PULL BOX FLUSH 'NTH GROUND SURFACE. 3. INSTALL 4" MINIMUM DEPTH PEA GRAVEL UNDER BOTTOM OF PULL BOX. COMPOSITE TELCO PULL BOX DETAIL z SCALE: N.T.S. E-4 DOUBLE LID— BOX O SKID RESISTANT RFACE 10' EASEMENT FOR POWER AND ----,,,,,I I I 1 COMMONTO VINING \ \ D.B. 434,, PG. PG. 60 605 NOTES: \ \ EXISTING PARKING LOT 1. PROVIDE PULL BOXES WITH THE FOLLOWING CHARACTERISTICS: \ \ \ "QUAZITE" PG STYLE POLYMER CONCRETE ENCLOSURE NTH OPEN BOTTOM \\\> SIZE: 36"W X 60"L X 36"D MANUFACTURER: HUBBELL \ ONE PIECE BOLTED LID\ \ TIER 22 RATED 10' EASEMENT FOR SEWER AND WATER LINES TO VINING 2. INSTALL TOP OF PULL BOX FLUSH WITH GROUND SURFACE. / PROPERTY ONE \ O.B. 434, PG. 605 3. INSTALL 4' MINIMUM DEPTH PEA GRAVEL UNDER BOTTOM OF PULL BOX. COMPOSITE POWER PULL BOX DETAIL 3 UNIMPROVED 62• PUBLIC / SCALE: N.T.S. E-4 STREET RIGHT WAY \ / -COLONADE DRIVE - SKID E- I I / I / I / I / I`EXISTING TANK 25' ACCESS ROAD 2- 4" PVC TELCO CONDUIT\ AND UTILITY EASEMENT ±200' / \ 2- 4" PVC POWER CONDUITS / ±200' \ / 40' UTILITY AND DRAINAGE EASEMENT / D.B. 1075, PG. 259 / � q i FUTURE WATER 11 TANK UTILITY ROUTING PLAN rl-� O SCALE: 1"=30'-0" E-4 TRUE NORTH CP entrex communication services, inc. 6600 Rockledge Drive, Suite 550 BETHESDA, MD 20817 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. 05-18-18 CONSTRUCTION RENEW 06-01-18 CONSTRUCTION REVIEW 06-04-18 CONSTRUCTION RENEW 07-05-18 CONSTRUCTION *t4 Milestone O dMUNICATIONS PROJECT NO: 1050.221 DESIGNER: A.S. ENGINEER: M.M. SCALE: 0 1/2 1 GRAPHIC SCALE IN INCHES LEWIS MOUNTAIN 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 TITLE: UTILITY ROUTING PLAN SHEET NUMBER: E-4