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Home My WebLink AboutSDP201800043 Plan - Submittal (First) Final Site Plan and Comps. 2018-06-04t Milestone COMMUflVICATIONS TEL SHENANDOAH PERSONAL COMMUNICATIONS . LLC I. 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 WITH ALL APPLICABLE 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 NTH THE INTENT OF THESE DOCUMENTS. 3. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE CONSTRUCTION MANAGER OF ANY CONFLICTS, 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 OTHERWSE. 4. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR AND ALL OTHER MATERIALS AND LABOR DEEMED NECESSARY TO COMPLETE THE WORK/PROJECT AS DESCRIBED HEREIN. 5. THECONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE HIMSELF WIN 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 'NTH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWNG/CONTRACTOOCUMENTs.---- 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 PROMDE A FULL SET OF CONSTRUCTION DOCUMENTS AT THE SITE UPDATED WTH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS AVAILABLE FOR THE USE BY ALL PERSONNEL INVOLVED PATH THE PROJECT. 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 PROMSIONS 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. ME 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 PATH 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 UNES, ETC. ON THE PROJECT, MILESTONE COMMUNICATIONS • SHENTEL LEWIS MOUNTAIN - TIER II PWSF 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 DIRECTIONS VICINITY MAP 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. %SI Tt 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 r'- I AILS S-3 SHENTEL FIBER DISTRIBUTION AND PTC CABINET DETAILS S-4 SITE DETAILS E-1 COMPOUND PLAN-ELECTRIrAL E-2 DIAGRAM, DETAIL AND ELECTRICAL NOTES E-3 GROUNDING PLAN AND DETAILS E4 UTILITY ROUTING PLAN TP -1 TREE PLAN 1 L\vAl �.\AT �FC/�f7en' lVh 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. B. INSTALL FENCE AND SITE IMPROVEMENTS. 9. INSTALL ANTENNAS, CABLES, RRHS AND EQUIPMENT. PROJECT INFORMATION SYMBOLS AND ABBREVIATIONS AN ADJUSTABLE MECH MECHANICAL 1� SPOT ELEVATION APPROX APPROXIMATE MFR MANUFACTURER JURISDICTION: CAB CABINET MGB MAIN GROUND BAR RESTON, VA 20180 -MR. LEN FORKAS CLG CEILING MIN MINIMUM CENTERLINE CONC CONCRETE MTL METAL CONT CONTINUOUS NIC NOT IN CONTRACT R PLATE CJ CONSTRUCTION JOINT NTS NOT TO SCALE DIA DIAMETER OC ON CENTER Na. DETAIL NUMBER DWG DRAWING OPP OPPOSITE KnSHEET NUMBER EGB EQUIPMENT GROUND BAR SF SQUARE FOOT EA EACH SHT SHEET ELEC ELECTRICAL SIM SMILAR —G GROUND DIRE EL ELEVATION SS STAINLESS STEEL EQ EQUAL STL STEEL ANTENNA EQUIP EQUIPMENT TOC TOP OF CONCRETE EXT EXTERIOR TOM TOP OF MASONRY CALL FF FINISHED FLOOR TOS TOP OF STEEL GA GAGE TYP TYPICAL MISS UTILITY GALV GALVANIZED VIF VERIFY IN FIELD 8-1-1 GB GROUND BAR LION UNLESSOTHERWSE NOTED 3 WORKING DAYS PRIOR TO DIGGING GC GENERAL CONTRACTOR WWF WELDED WRE FABRIC SAFETY PRECAUTIONS SHALL BE IMPLEMENTED BY GRIND GROUND W/ WTH CONTRACTOR(S) AT ALL TRENCHING IN ACCORDANCE WITH LG LONG h AND CURRENT OSHA STANDARD LLH LONG LEG HORIZONTAL a AT MAX MAXMUM 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 r'- I AILS S-3 SHENTEL FIBER DISTRIBUTION AND PTC CABINET DETAILS S-4 SITE DETAILS E-1 COMPOUND PLAN-ELECTRIrAL E-2 DIAGRAM, DETAIL AND ELECTRICAL NOTES E-3 GROUNDING PLAN AND DETAILS E4 UTILITY ROUTING PLAN TP -1 TREE PLAN 1 L\vAl �.\AT �FC/�f7en' lVh 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. B. INSTALL FENCE AND SITE IMPROVEMENTS. 9. INSTALL ANTENNAS, CABLES, RRHS AND EQUIPMENT. #entrex communication services, Inc. 6600 Rockledge Drive, Suite 550 BETHESDA, MD 20817 PHONE: (202)408-0960 FAX: (202)4084)961 I SUBMITTALS OS -18-18 CONSTRUCTION RENEW 46-01-18 CONSTRUCTION RENEW 06-04-18 1 CONSTRUCTION RENEW *4w Milestone COMMUNICATIONS PROJECT N0: 1050.221 DESIGNER: C.S. ENGINEER: M.M. SCALE: 0 r 1/2 1 GR titil=APHuIC SCALE IN 'INCHES .Ldw!S MOUNTAIN E 29v vuLONNADE DRIVE CHARLOTTESVILLE, VA 22903 TITLE SHEET SHEET NUMBER: T-1 PROJECT INFORMATION PROPERTY OWNER: RIVANNA WATER 8: SEWER AUTHORITY LATITUDE: N 38' 02' 26.37' 695 MOORES CREEK LANE LONGITUDE: W- 78' 31' 08.52' CHARLOTTESVILLE, VA 22902 GROUND ELEVATION: }72.5' APPLICANT: MILESTONE COMMUNICATIONS JURISDICTION: ALBEMARLE COUNTY 12110 SUNSET HILLS ROAD, SUITE 100 PROPERTY ID: 07600-00-DO-002AO RESTON, VA 20180 -MR. LEN FORKAS CURRENT ZONING. R15 RESIDENTIAL (703) 620-2555 EX. 104 USE: WATER TANK/ TELECOMMUNICATIONS SITE #entrex communication services, Inc. 6600 Rockledge Drive, Suite 550 BETHESDA, MD 20817 PHONE: (202)408-0960 FAX: (202)4084)961 I SUBMITTALS OS -18-18 CONSTRUCTION RENEW 46-01-18 CONSTRUCTION RENEW 06-04-18 1 CONSTRUCTION RENEW *4w Milestone COMMUNICATIONS PROJECT N0: 1050.221 DESIGNER: C.S. ENGINEER: M.M. SCALE: 0 r 1/2 1 GR titil=APHuIC SCALE IN 'INCHES .Ldw!S MOUNTAIN E 29v vuLONNADE DRIVE CHARLOTTESVILLE, VA 22903 TITLE SHEET SHEET NUMBER: T-1 VICINITY MAP SCALE: 1"= 2000' 1R� SITE PLAN NOTES OWNER: CHAROLLETTESVILLE INVESTMENT 1, SITE NAME: LEMS MOUNTAIN PROPERTIES PARCEL ID: 06000-00-00-03OA0 2. THIS IS NOT A BOUNDARY SURVEY AND IS NOT TO BE USED FOR THE MAILING ADORESS:977 SEMINOLE TRAIL 212 TRANSFER OF PROPERTY, CHARLOTTESVILLE, VA 22901 3. THE SUBJECT PARCEL INFORMATION: 42.79 ACRES I OWNER: RIVANNA WATER k SEWER AUTHORITY PREMISES ADDRESS: 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22902 MAILING ADDRESS: 695 MOORES CREEK LAKE OWNER:WP COLONNADES, LLC CHARLOTTESVILLE VA, 22902 PARCEL ID: 06000-00-00-04008 JURISDICTION: ALBEMARLE COUNTY I MAILING ADDRESS: 224 14TH STREET PARCEL 10: 07600-00-00-002AO CHARLOTTESVILLE, VA 22903 ZONING: R15 RESIDENTIAL 4.958 ACRES 4. THE DATUM'S ARE NAD 83 AND NAVD 88, AND THE BEARING BASE IS I I STATE GRID. I \ 5. NO UNDERGROUND UTILITIES HAVE BEEN LOCATED, THE PRESENCE OF COMPANY DATED JUNE 8, 2017. ANY SUCH UTILITIES MUST BE CONFIRMED BY THE CONTRACTOR BEFORE CONSTRUCTION. I /-Ex 6NO WETLANDS HAVE BEEN DEFINED AND ANY AREAS SHOWN AS MARSH, -- PONDS OR DITCHES ARE DONE SO FROM VISIBLE SURFACE FEATURES AND MAILING ADDRESS:695 MOORES CREEK LANE IN NO WAY CONSTITUTE A DEFINED WETLAND. I \A 7. THE FLOOD ZONE OF THE PROPOSED MONOPOLE IS AS FOLLOWS: FLOOD I 30PE AND ACCESS ROAD� I I ZONE X. AREA DETERMINED TO BE OUTSIDE 500 -YEAR FLOOD PLAIN. WAix \ AND SEWER AUINOEASEMENT TO RVANNA RIn / 75 FALL RAMS SOURCE, FEMA FLOOD MAP FOR ALBEMARLE COUNTY, VA. COMMUNITY D.A. 1075 PG. 760 ` PROPERTY UNE PANEL NUMBER 51003CO267D. EFFECTIVE FEBRUARY 4, 2005. I I I 8. A TITLE REPORT FOR THIS PROPERTY WAS FURNISHED BY CAMDEN TITLE \ 10' EASEMENT FOR POWER AND''-----, COMMUNICATIONS PG. 6 TO MNING \ 1 D.B. 434, PG. 605 \y11 COMPANY DATED JUNE 8, 2017. / \ /-Ex f 9. THE DATA COLLECTED AND SHOWN ON THIS DRAWING ARE FOR THE 0.0' MAILING ADDRESS:695 MOORES CREEK LANE PURPOSES OF CONSTRUCTION OF A CELLULAR MONOPOLE, ANY NECESSARY ANCILLARY EOUIPMENT AND ALL APPROPRIATE EASEMENTS. \A CHARLOTTESVILLE, VA 22902 0.45 ACRES / / /- 10. NO UNRECORDED EASEMENTS ARE SHOWN ON THIS SURVEY AND I7 IS I G POSSIBLE THAT SUCH EASEMENTS IMPACT THE SITE. / 11. THIS PROPERTY IS SUBJECT TO ALL MATTERS OF PUBLIC RECORD. 12. THE LOCATION OF THE PROPOSED MONOPOLE IS AS FOLLOWS: THE VALUES LISTED BELOW ARE WITHIN 150' HORIZONTAL AND 120' VERTICAL. LATITUDE: N 38' 02' 26.379" LONGITUDE: W 78' 31' 8.525" ELEV AT BASE: 3722.5' AMSL >/ T \ `FUNRE WATER 11 13. NO OUTDOOR LIGHTING IS PROPOSED FOR THIS SITE, - OWN ER: RIVANA WATER AND 2a4 SEWER AUTHORITY I TANN PARCEL ID: 0760-00- 7600-00-00-00 2A0 LEGEND MAILING ADDRESS: 695 MOORES \ CREEK LANE CHARLOTTESVILLE, VA 2290 /L \ O FOUND PROPERTY CORNER 0.48 ACRES _ Q BENCH MARKS E\ / / $ UTILITY POLES\ -� SIGN `E%ISTINC TANK WA {T LIGHT POLE _ N83' 48 "E 104.44' 4fi' S8'E 43.89 �� ® TELEPHONE PEDESTAL N83' LINE TYPES N�'4g•� W / 338j \� BOUNDARY LINE - PARENT PARCEL RIGHT OF WAY BOUNDARY 4'64 43 /0\ / 3g• 10001. EDGE OF ASPHALT EDGE OF CONCRETE N81' IJ' J9'W FENCE LINE - CHAIN _x - x- x- x- x- x- x- x- x- x- 47,00, 1' CONTOUR LINE 5' CONTOUR LINE TREE OR VEGETATION LINE APARTMENT BUILDING G GRAVEL ROAD \PAR WNER: CHARLOTTE MLLE INVESTMENT PROPERTIES CEL ID: 06000-00-00-04006 MAILING ADDRESS: 300 WEST FREEMASON STREET NORFOLK, VA 23510 4.82 ACRES \ 62.0' \ UNIMPROVED 6Y PUBLIC / \\ STREET RIGHT IV WAY /-COLONADE DRIVE- 25 RIVE- \ 25' ACCESS ROAD 25.0' AND UTILITY EASEMENT / \ 40.0' / \ / OWNER:MARGARET M. VINING TRUST F/B/O 40' UTILITY AND DANIEL R. DRANAGE EASEMENT PARCEL 10:076 00-00-00-00200 / O.B. 1075, PG. 259 MAILING AD OESS:114 EUCLID AVENUE / HADDONFIELD, NJ 08033 574 ACRES 5.0 / R71 10' EASEMENT FOR SEWER AND WATER LINES TO WNING D.B. 434, PG. 605 0entrex oommunlo�tion a�rviws, Ino. 6600 Rockledge Drive, Suite 550 BETHESDA, MD 20817 PHONE: (202)4(18-0960 FAX: (202)408.0961 SUBMITTALS DATE I I 05-18-18 E%ISTIN I I �ENSPN 06-04-16 PROPERTY UNE GRAPHIC SCALE IN INCHES I I \ 10' EASEMENT FOR POWER AND''-----, COMMUNICATIONS PG. 6 TO MNING \ 1 D.B. 434, PG. 605 \y11 \ LEWw MOUNTAIN \ /-Ex \ \ \ 0.0' MAILING ADDRESS:695 MOORES CREEK LANE \A CHARLOTTESVILLE, VA 22902 0.45 ACRES APARTMENT BUILDING G GRAVEL ROAD \PAR WNER: CHARLOTTE MLLE INVESTMENT PROPERTIES CEL ID: 06000-00-00-04006 MAILING ADDRESS: 300 WEST FREEMASON STREET NORFOLK, VA 23510 4.82 ACRES \ 62.0' \ UNIMPROVED 6Y PUBLIC / \\ STREET RIGHT IV WAY /-COLONADE DRIVE- 25 RIVE- \ 25' ACCESS ROAD 25.0' AND UTILITY EASEMENT / \ 40.0' / \ / OWNER:MARGARET M. VINING TRUST F/B/O 40' UTILITY AND DANIEL R. DRANAGE EASEMENT PARCEL 10:076 00-00-00-00200 / O.B. 1075, PG. 259 MAILING AD OESS:114 EUCLID AVENUE / HADDONFIELD, NJ 08033 574 ACRES 5.0 / R71 10' EASEMENT FOR SEWER AND WATER LINES TO WNING D.B. 434, PG. 605 0entrex oommunlo�tion a�rviws, Ino. 6600 Rockledge Drive, Suite 550 BETHESDA, MD 20817 PHONE: (202)4(18-0960 FAX: (202)408.0961 SUBMITTALS DATE DESCRIPPON REV. 05-18-18 CONSTRUCTION REVIEW Ofi-01-18 CONSTRUCTION REWEW 06-04-16 CONSTRUCTION RENEW 44W COMMUNICATIONS / GRID E E: 38'34179 / LATITUDE 38'02'26.379" _ - LONGITUDE ELEVATION: GROUND ELEVATION. 722.5' AMSL AT '-SE -- EESIGNER: M A.-- ENI NEEP M M. g�COMPILED PROPERTY UNE SCALE: GRAPHIC SCALE IN INCHES LEWw MOUNTAIN 299 COLOMM DRI1V/E OWNER: RIVANA WATER AND SEWER AUTHORITY PARCEL ID: 07600-00-00-002A1 CHARL07''I ALLE1 MAILING ADDRESS:695 MOORES CREEK LANE \A CHARLOTTESVILLE, VA 22902 0.45 ACRES SITE PLAN SCALE 1"=30'-0' C-1 i1tlR GRAPHIC SCALE IN FEET ) 1 inch = 30 ft TITLE: SITE PLAN SHEET NUMBER: C-1 �67ft_�.�m f,. TOPOGRAPHIC MAP e GRAPHIC SCALE SCALE 1" = 150' C -1A Tali 1 inch - 150 (t. Legend (Note: Some items on map may not appear in legend) Pints (Interest AIRPORT COLLEGEAINIVERSITY a COMMUNTry 93FIREARESCUE STATION 0GOVERNMENT m HOSPITAL sLIBRARY o POLICEMAT10N �POST.OF ICE RECREATIONROURISM A. SCHOOL Overlays a Wakr Protoaun Or nc Penpal Z OP�ces Elevation Y2013 El—b. CPnto — Y2013 Elevation CoIRouls - Y2013 Elevation Oomows Zoning kap W FIOWHatsdo,e V(10 St -P SlePea wanay ■ C10cal Slopes St" Slopes -Mar w SteeP.sI0Pe9-Praeer d dv o 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 08-04-18 CONSTRUCTION RENEW 44 Milestone COMMUNICATIONS PROJECT NO: 1050.221 DESIGNER: ENGINEER: SCALE: O oil 1/2 1 GRRAPHIC S h;P—H CALE�IN INC rte. I 'W4vvNTAIN 299 COLONINADE DRIVE CHARLOTTESVILLE, vA 22903 TI T_F TOPOGRAPHIC MAP PLAN SHEET NUMBER: C -1A AREA TABULATION _S* L—POSITIVE DRAINAGE 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— i' CONTOUR LINE 5' CONTOUR LINE LIMITS OF DISTURBANCE - IPd - Iod lod - kAd - I.d LIMITS OF DISTURBANCE/ SILT FENCE — LODK 10D1 LOD/5F— _011 ` LODK TREE PROTECTION FENCE TPF — TPF — TRF — 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 e' STAKES. xux. –ice'---- III III 3. STAPLE FILTER MATERIAL 4. BACK FILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) 1 llAII I �+. i A A �\\\ POINTS "A• SHOULD BE HIGHER THAN POINT 'B". DRAINAGE WAY INSTALLATION (FRONT ELEVATION) SILT FENCE 2 SCALE: N.T.S. Z-2 .H.61 1. SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL, ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 2, CLOSE ATTENHON SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCE RESULTING FROM END RUNS AND UNDERCUTTING, D. SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. 4. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSTS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. 5. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM 1WTH THE EXISTING GRADE, PREPARED AND SEEDED. 70' IN '2 AVEKENT 3' 5:1 _fCXISTING L�- PAVEMENT VDDT 01 COURSE --- _S* L—POSITIVE DRAINAGE 10' MIN, AGGREGATE, TYR, TO SEDIMENT 06-01-18 CONSTRUCNON RENEW TRAPPING DEVICE CONSTRUCTION RENEW MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW OPERATION 12 MIN. __1ILT �PL.T. �S�ECTION R REINFO—D CDNCRETE GRAIN SPACE A WATER TRUCK SHALL BE PROVIDED DURING CONSTRUCTION IF NO HYDRANT IS LOCATED NEARBY. STONE CONSTRUC 7ON ENTRANCE , SCALE: N.T.S Z-2 CKU,IUIY ANU aCUIMCNI UUNIKUL PLAN SCALE: I' = 10' 11R entrex communic�tlon prviHce�, ine- 6600 Rockledge Drive, Suite 550 BETHESDA, MD 20817 PHONE: (202)408-0860 FAX: (202)408.0%1 SUBMITTALS DATE DESCRIPTION REV. OS-18-iB CONSTRUCTION RENEW 06-01-18 CONSTRUCNON RENEW 06-04-I5 CONSTRUCTION RENEW 44W Milestone COMMUNICATIONS PROJECT NO: 1050.221 DESIGNER: C. S. ENGINEER: M.M. SCALE: 0 Pti2 / 1 �l I2 GRAPHIC SCALE IN INCHES LENIS MOUNTAIN 199 COLON WE DRIVE CHARLOTTESVILLE, VA 11903 TITLE EROSION AND SEDIMENT CONTROL PLAN AND DETAILS SHEET NUMBER: C-2 /* S-7 1/2" A, -O, 25'-1 1/2• EXISTING GRASS � AREA --------------------- __ �WT9DE 0E FUTURE WATER TANK _ _ _ _ _ EXISTING GRASS � _ I _ _ _ _ _ / AREA COMPOUND P SCALE 1/2" - Y 0" A, Centrex communicatlon wrvice�, Ina 6600 Rockledge Drive, Suite 550 BETHESDA, MD 20817 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DAIS DESCRIPTION REV. 05-18-18 CONSTRUCTION RENEW 06-01-18 CONSTRUCTION RENEW 06-04-18 CONSTRUCTION RENEW 44 Milestone COMMUNICATIONS PROJECT NO: 1050.221 DESIGNER: M.A. ENGINEER: M.M. SCALE: a 1/z 1 " r IN INCHES LEINIS MOUNTAIN 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 TITLE: COMPOUND PLAN SHEET NUMBER: A-1 NEW LOOKING NORTHEAST NOTES. 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'=?' -0' A-2 0entrex , communMation aerviw�Inc. 6600 Rockledge Drive, Suite 550 BETHESDA, MD 20817 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV, OS -18-18 CONSTRUCTION REVIEW 06-01-18 CONSTRUCTION RENEW 06-04-18 1 CONSTRUCTION REVIEW 44W Milestone COMMUNICATIONS PROJECT NO: 1050.221 DESIGNER: C.S. ENGINEER: M V SCALE: !�2 T :a "jam GRAPHIC SCALE IN INCHES LEWIS MOUNTAIN 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 TITLE: MONOPOLE ELEVATION SHEET NUMBER: A-2 PROPOSED MONOPOLE RM —PROPOSED SHENTEL ANTENNA (1) EACH SECTOR (3 TOTAL) NOTE: RADIO HEADS NOT SHOWN FOR CLARITY NOTE: PANEL ANTENNA AREA = 5,617 SO. IN . EACH. MICROWAVE ANTENNA AREA - 144.0 SO. IN. TOTAL ANTENNA AREA = 5,761 SO. IN. ;III PROPOSED SHENTEL MICROWAVE `&• 9 ANTENNA MOUNTING LAYOUT SCALE: 1'=l' -O' S-1 710E 11011114 NEW SHENTEL TOP OF MONOPOLE ANTENNA,SEE SCHEDULE � EL. 71'-6" ANTENNA RAD CENTER EL. 64'-6" NEW RING MOUNT, TYR NEW SHENTEL ANTENNA, SEE SCHEDULE NEW MONOPOLE SHENTEL MW ANTENNA ANTENNA RAO CENTER EL. 71'-4" .NEW SHENTEL 19M MHZ 4XII RRH jR0j'Eaul�f�fm� � ANTENNAS ONLY SHOWNFOR ONE SECTOR FOR CLARIT YI] NEW SHENTEL 800 MHZ 2X50 RRH _-f NEW SHENTEL- 2500 MHZ 8X20 RRH ANTENNA MOUNTING SECTION 2 SCALE: 1/2"=1' 0" S 1 ANTENNA AND CABLE SCHEDULE LOCATION AZIMUTH CENTER STATUS TECHNOLOGY ANTENNA MODEL t MECHANICAL ELECTRICAL DOWN -TILT DOWN -TILT t OF RRH COMBINER MODEL t COAXIAL CABLE 8� CABLE LENGTH JUMPER LENGTH ALPHA A-1 0' 72'-10" NEW(N) 250D NOKIA TO LTE MASSIVE MIND (25.63" H x 19.38' W x 9.88" 0) _ _ _ N/A 3 AMPHENOL 33 -658 -XX 6AWG 185' 10'-0" (LCF12-50J) A-2 0' 65'-10" NEW 800/1900 RV4PX31OR-V2 .7 9 H x 13.8" W x 8.2" D _ _ RRH 4X 1 RRH 2X50 N/A 3 AMPHENOL 33 -658 -XX 6AWG 185, 10'-0" (LCF12-50J) BETA B-1 150' 72'-10" NEW 2500 (N) NOKIA TD LTE MASSIVE MIMO ((25.63" H x 19.38" W x 9,88" D) _ _ _ N/A SHARED _ 10-0 (LCI -50J) B-2 150' 65-10° NEW 800/1900 RV4PX310R-V2 99.7" H x 13.8" W x 8.2° _ _ 1 RRH 4X 1 RRH 2X50 N/A SHARED _ 10'-0" (LCF12-501) GAMMA C-1 185' 72'-10" NEW 2500 (N) NOKIA TO LTE MASSIVE NIMO (25.63" H x 19.36" W x 9.88" D) _ _ _ N/A SHARED _ 10'-0" (LCF12-50J) C-2 185' 65-10" NEW 800/1900 RV4PX310R-V2 99.7" H x 13.8" W x 8.2" D _ _ RRH 2X50 N/A SHARED _ 10-0 (I CF12-50J) CABLE MINIMUM BEND RADIUS MICROWAVE ANTENNA AND COAXIAL CABLE SCHEDULE AIREI M1 MWA77MOMHBOMF y„�,Af CABLi EDWIN IFMN Tym COAIOALOW 1/2'o JUMPER HYBRIFLE% IR 20' MWI RADWN2000Dx 12'W x 12" H x i D) CERACON FibeAir l-P20C RADIO TBD 65-10" 85' BACKHAUL 1) NEXANS SF/UTPE CAT 5E ANO !11 HUBER, 02-&5 S ZN H -C60 FIBER ANTENNA AND RF CABLE NOTES 1. ANTENNAS SHALL BE FURNISHED WITH MOUNTING BRACKETS. 2. PROVIDE 1/2' DIAMETER JJMPER 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 WITH UV RESISTANT TAPE. ALL CABLES SHALL BE MARKED AT THE TOP AND BOTTOM WITH 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 10 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, 8. THE OWNER SHALL FURNISH THE ANTENNAS, THE RF RADIO EQUIPMENT AND OTHER MATERIALS FOR THE PROJECT. THE CONTRACTOR SHALL VERIFY WITH 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. 1� a� TOP VIEW ORAGONWAVE AN MOOR RADWN 2000 AN TOP VIEW (12'W x 12° H x 4" D) �y WEIGHT = 6.4 LBS n 0 FRONTWEW aoE,_ 0 ANTENNA MAN F, NaU MEL 0 LII 1500 YNz YA95K M40 nNEC[OUExcFRONT VIEW SDE VIEW r MNIX. 2x90-2600 MR, 7AW-iE90 YxI ARWA DMENSa4 25.625• H , 19.375' 9 , 9 615' D FIRM OOE Y0:1N real MN MOIMIING xWO9A9:: U5 LOS 694/2690 MHZ ANTENNA ANTENNA MANUFA 1R R - COMMSCOP MODEL: RV4PX310R-V2 (99.7" H x 13.8" W x 8.2" O) ANTENNA DETAILS 3 SCALE: 3/4=1'-O" 5-1 MICROWAVE ANTENNA DETAILS 3 SCALE.1 1/2 -=l' -O' S-1 \ I/ Centrex communlcatlon aervic", 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 -O7 -IB CONSTRUCTION RENEW 06-04-18 CONSTRUCTION RENEW 44W Milestone COMMUNICATIONS PROJECT N0: 105G.221 nrc�,rR: C. S. ENGINEER- M. M. SCALE: GRA,41C SCALE IN INCHES LEW".10VAIN 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 TITLE. SHENTEL ANTENNA LAYOUT, SECTION DETAILS AND SCWEDULE SHEET NUMBER: S-1 NEW SHENTEL PPC CABINET TOP VIEW 1'-1 3/4' NEW Y-01/2' 9928 BTS CABINET NEW SHENTEL GPS e ruxvEw — o NEW \ 1'-4 1/2" e BATTERY I CABIN nMVM o CABINET c h1'-1 3/4' II^II e o NEW NEW SHENTEL FIBER ___ = _= __ __ __ __ FRONT VIEW SIDE VIEW 48VDC BATTERY DISTRIBUTION CABINET CABINET AI$G ALARM FRONFVEW "wIII YExilt: U I05 POWER Com' CPRI n� _c O CALIBRANTENNA ANTENNA ANTENNA 1 ® 0 00 BOTTOM VIEW FRUNT wLV mYEN IFMYEW 1'-41ry° FRONTVIEN nANVE711 RRH MODEL: ALU 1900 4X45 ALCATEL LUCENTMODEL \ �,�, N��, DIMENSIONS: 8.9%k33%8.9" DIMENSIONS: 26°Hx12.5°Wx13'D WEIGHT: It LBS RRH WEIGHT W/MOUNTS: 370 LEIS FREQUENCY RANGE: 2496-2690 MHz MODEL: ALU 800 2X45 UNIT WEIGHT: 70 LBS, DIMENSIONS: 16'HA3.75'Wx16.5b RRH BRACKET WEIGHT: 10 LBS. RRH WEIGHT W/MOJNTS: t75 LBS WEIGHT WITH MOUNTING HARDWARE: 80 LBS. NEW SHENTEL E.7.ENT 1'-5' HIGH STEEL PLATFORM NEW SHENTEL CABLE BRIDGE 2X50 4X45 8X20 EQUIPMENT LAYOUT PLAN 800 MHz RRH DETAIL 2 1900 MHz RRH DETAIL2A 2500 MHz RRH DETAIL 2B SCALE:,/2'=1'-0" S-2 SCALE: 7-1/2'=1'-0' S-2 SCALE: 1-1/2"=1 -O' S-2 SCALE 1"=1' 7RIE 35.4 3,.8 6.0 35.3 31.5 35.4 25 71 o EL 0 12.0" � �u U PLMVM FFAWVEYF WEWW MANUFACTURER: ALCATEL-LUCENT e = MODEL: 825 RRH4X30 DIMENSION: 7.2'Dxl2.0'Wx27.2'H PATH SOLAR SHIELD WEIGHT: 53 LBS WITH SOLAR SHIELD OO NOTE: PLAN VIEW FRONT VIEW SIDE VIEWFRONT VIEW SIDE VIEW I. INSTALL RRH PER MANUFACTURE RECOMMENDARONS. PLAN VIEW NOTES. THE CABINET WEIGHT = 945 LBS NOTES: THE CABINET WEIGHT = 2,640 LBS 4X30 1900 MHz RRH DETAIL 2c 9928 BTS CABINET DETAILS 3 SCALE: 1-1/2"=1'-0' 48VCD BATTERY CABINET DETAILS 4 S-2 SCALE , 3/4"-1' 0" S 2 SCALE. 3/4'=1'-0' S_2 0entrexy communicatlon wrvlaInc. 6600 Rockledge Drive, Suite 550 BETHESDA, MD 20817 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. 05-18-18 CONSTRUCOON RENEW 06-01-I8 CONSTRUCTION RENEW 06-04-I8 CONSTRUCTION RENEW 44W Milestone COMMUNICATIONS PROJECT N0: 1050.221 DESIGNER: C.S. ENCLNEER� --M. V. SCALE: 0 2 1 1� GRAPHIC SCALE IN INCHES LEIMS MOUNTAIN 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 TITLE SHENTEL EQUIPMENT LAYOUT AND DETAILS SHEET NUMBER: S-2 T-3 3/8' :---I PLAN VIEW PLAN VIEW NEMA TY LOUVERS FAN AND :ATIONS (3) 1-1/4'0 HY CABLES TO ANT (1 PER SECTOR; (2) 1-1/2'0 CO TO CABINET, (1) AND (1) POWER S-3 3/8" FRONT VIEW FRONT VIEW S-3 3/8' 1'-1 1/4' 1'-1 1/4' 3'-1 7/B' 3/4• 3/4' I I I I I I (3) 1-1/4'0 HYBRIFLEX CABLES TO ANTENNAS (I PER SECTOR) (2) 1-1/2'0 CONDUITS TO CABINET, (1) FIBER AND (1) POWER RIGHT SIDE VIEW REAR VIEW LEFT SIDE VIEW NM 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 PONT LATCHING HANDLE WITH PADLOCK HASP 11212-W1,11 COMBINATION AC/ TELCO CABINET (66• H , 30' W . 10' 0) WEIGHT: 150 Ib RIGHT SIDE VIEW CABINET CWT - X50 LOS PTC CABINET DETAILS 2 SCALE: 3/4• = 1'-0" S-3 -CENTER PUNCH LOCATIONS REAR VIEW rl-i' U1 GENERATOR PLUG LEFT SIDE VIEW Centrex communicatlon arvloa, Ina 6600 Rockledge Drive, Suite 550 BETHESDA, MD 20817 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. OS -18-18 CONSTRUCTION RENEW 06-01-18 CONSTRUCTION RENEW 06-04-18 CONSTRUCTION RENEW #4 Milestone COMMUNICATIONS PROJECT NO: 1050.221 DESIGNER: C.S. ENGLNEER _ --m-m-_ SCALE: U 1/2 nw 1 SCALE IN INCHES �crrw MUUNTAIN 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 TITLE SHENTEL FIBER DISTRIBUTION AND PTC CABINET DETAILS SHEET NUMBER: S-3 0entre,x communlatlon nerviaainc. 6600 Rockledge Drive, Suite 550 BETHESDA, MD 20817 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. STRUCTURAL NOTES CONSTRUCTION REVIEW Oi-OI-18 CONSTRUCTION REVIEW 1. DESIGN REQUIREMENTS PER THE VIRGINIA STATE 'MIX UNIFORM BUILDING CODE 2012 'NTH REFERENCE CONSTRUCTION REVIEW TO THE INTERNATIONAL BUILDING CODE 2012. 2. A GEOTECHNICAL REPORT FOR THE PROJECT WAS PREPARED BY ECS MID -ATLANTIC, LLC REPORT N0. 29:2030 DATED OCTOBER 17, 2016. THE ALLOWABLE BEARING CAPACITY FOR SHALLOW FOUNDATIONS IS 3000 PSF ON NATURAL FILL SOILS, THE BEARING CAPACITY OF SOL SHALL BE VERIFIED BY A 6'_0' GEOTECHNICAL ENGINEER. 3. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED BY FIELD MEASUREMENT. THE GENERAL NEW 3'0 SCH 40 PIPE (GALV) CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT/ENGINEER OF ANY PATH PIPE CAP DISCREPANCIES PRIOR TO ORDERING MATERIALS OR PROCEEDING PATH CONSTRUCTION. 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. 5. STRUCTURAL STEEL PLATES, CHANNELS AND ANGLES SHALL CONFORM TO ASTM A36. STRUCTURAL STEEL W SHAPES SHALL CONFORM TO ASTM A992. STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53 GRADE B. STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500 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 WERE GALVANIZED SURFACE IS DAMAGED. 6. WELDING SHALL BE IN ACCORDANCE WTH THE AMERICAN WELDING SOCIETY (AWS) D.1.1 -(LATEST). fi• STRUCTURAL STRUCTURWELDING CODE -MEL WELD ELECTRODES SHALL BE E70XX. NEW LOO STEEL UNI2'0 G UT, 7'-0" LONG W/ 1/2Y GALV. 7. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLIES SHALL CONFORM TO ASTM STEEL U -BOLTS AND LOCK FENCE A307 OR ASTM AX ALL STRUCTURAL FASTENERS FOR STRUCTURAL STEEL FRAMING SHALL CONFORM TO WASHERS (TYP.) ASTM A325. FASTENERS SHALL BE 5/8 INCH MIN, DIAMETER BEARING TYPE CONNECTIONS 'NTH THREADS 6' O CRUSHER THE SHEARANIZED EXCLUDUNLESSED INOTHERWISEOD. COCRETE EXPANSION NF ANCHPLANE. ALL EXPOSED NORS SHALL BERS NUTS EHILTKWKRBOLTS UNLESS S SHALL GO VER SE RUN /ABC NOTED. ALL ANCHORS INTO CONCRETE SHALL BE STAINLESS STEEL. LIMIT OF SURFACING 5'-0' SIDEWALK B. ALL CAST IN PLACE CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE PATH THE REQUIREMENTS OF ACI 318 AND ACI 301, AND SHALL HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 4500 PSI NEW CONCRETE FOUNDATION M57 STONE EXISTING GRADE (LLO.N). CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOL, UNLESS OTHERWISE NOTED. MINIMUM MATCH EXISTIN • CONCRETE COVER FOR REINFORCING STEEL SHALL BE 3 INCHES UNLESS OTHERWISE NOTED. CONCRETE FINISH GRADE _ �� %\\/\\ SHALL BE 6% AIR ENTRAINED. CONCRETE SHALL BE BROOM FINISHED. REFER TO THE TOWER CONSTRUCTION DRAWINGS FOR THE CONCRETE REQUIREMENTS FOR THE TOWER FOUNDATION. `I" F \ \ \ \ \ 1 �\�\/�\//• / ALL REINFORCING STEEL SHALL CONFORM TO ASTM 615 GRADE 60. DEFORMED BILLET STEEL BARS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 10. WHERE FILL IS REQUIRED, FILL IN LAYERS MICH DO NOT EXCEED 8" BEFORE COMPACTION. SPREAD SUBGRADE AND MIRAFI 500% SURFACING TO 958 MAX GEOTE%TILE FABRIC MIMIRAFICOMPACT 500% OR APPROVED EQUAL LAYER UNIFORMLY AND EVENLY. BLADE MIX EACH LAYER TO ENSURE MATERIAL UNIFORMITY. FILL MATERIAL SMALL NOT CONTAIN MATERIAL MORE THAN 3• IN DIAMETER. COMPACT EACH LAYER NOT LESS THAN 95% \ / \ \ •,,< DRY DENSITY TO PRODUCE AN UNYELDING SURFACE COMPACTED SUBGRAOE OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557 MODIFIED PROCTOR TEST OR (ASTM D698 STANDARD PROCTOR TEST ). USE FILL MATERIAL WITH MOSTURE CONTENT AS REQUIRED 70 // /\ ,. <.i. r ,. SEE NOTES ATTAIN THE USING MULTIPLE WHEEL PNEUMATIC TIRE ROLLER, VIBRATORY SPECIFIED DEGREE OF COMPACTION. REFER ROLLER, OR SHEEPS FOOT ROLLERS. REFER TO THE GEOTECHNICAL REPORT FOR SPECIFIC SITE \ \ \ \ \ REQUIREMENTS. 11. RESTORE ALL DISTURBED AREAS TO THE ORIGINAL CONDITION. NOTE: COMPOUND AREA SHALL BE CLEARED AND GRUBBED. REMOVE UNSUITABLE LOOSE OR SOFT SOIL, SIDEWALK - FILL, UNDERCUT AND COMPACT TEMPORARY ACCESS ROAD UP TO ORGANIC MATERIAL OR RUBBLE TO FIRM GRADE. FILL UNDERCUT AND COMPACT UP TO 6' BELOW FINISH GRADE. PLACE A MIRAFI 500% SOL STABILIZATION FABRIC fi' BELOW FINISH GRADE. PLACE MIRAFI, 500% STABILIZATION FABRIC ON SUBGRADE. PULL TIGHT AND STAKE IN PLACE. ON SUBGRADE. FILL WITH 6. OF AASHTO 57 STONE TO FINISH GRADE. PLACE AND COMPACT 6" DEPTH OF CRUSHER RUN/ABC TO FINISH GRADE i�-6*0 FRONT ELEVATION TYR COMPACTION NOTES I. SURFACE COURSE AND BASE COURSE SHALL BE COMPACTED TO 98% MAX. DRY DENSITY STANDARD PROCTOR. 2. SUBGRADE SOL SHALL BE COMPACTED TO 95% MAX. DRY DENSITY STANDARD PROCTOR. UTILITY FRAME DETAIL COMPOUND SURFACING DETAIL 2 GRAVEL SIDEWALK DETAIL SCALE: 3/4'=1'-0' S-4 SCALE: 1'-1'-0" S-4 3 SCALE: N.T.S. S -a ] 5 i3 12 11 8'-0" MAX. 4'-0" 8'-0" MAX. - 0 7 COMPOUND GRADE _.2 A 5 6 8"x8•xl/2' PLATE, PLAN A -A 124' 24' REFERENCE NOTES: OCORNER, END OR PULL POST: 3• NOMINAL SCHEDULE 40 PIPE. O STRETCHER BAR. GATE POST: 4' NOMINAL SCHEDULE 40 PIPE. GENERAL NOTES POST. 2' SCHEDLE 40 PE, PERAT 1. INSTALL FENCING PER ASTM O TH GALNATURED STEEL TURNBUCKLE ROD EID O UNE POSTS SHALL BEUEOUL YIPSPACEDUNE MAXIMUM 8'-0. O.C. ORBDIGONAL THREADAGONAL ROD. 2 INSTALL SWING GATES PER ASTMF-900 OTOP RAIL Nt GRACE RLL: 1 1/2• PIPE, PER AST1041083. 10 FENCE CORNER POST BRACE: 1 5/8' DIA. EACH CORNER EACH WAY. 3. FENCE PIPE AND COMPONENTS SHALL BE GALVANIZED. O FABRIC: 9 CA CORE WIRE SIZE 2• MESH, CONFORMING TO ASTM -A392 11 GATE FRAME: 1 1/2• PIPE, 4. GATE FRAMES SHALL BE WELDED. PER ASTM -F1083. WELDING SHALL BE COATED PATH (3) COATS O COD GALV. (OR EQUAL). OTIE WIRE: MINIMUM 11 GA GALVANIZED STEEL AT POSTS AND RAILS ,2 STIMIE MULTI -LOCKING DEVOE BY MILESTONE 5. POSTS SHALL HAVE END -CAPS. A SINGLE WRAP O FABRIC TIE AND AT TENSON PARE BY HOG SPACED MAX. 24' INTERVALS. 3 GATE DIAGONAL GALVANIZED 6. GATES SHALL HAVE LOCKING HARDWARE. STEEL 1 1/2' PIPE. 7. PROVIDE GATE STOPS TO ORINGS 6 SECURE GATES IN OPEN TENSION PARE: 9 CA. GALVANIZED STEEL. POSTION. OGATE FRAME BRACE: 1 5/8' DIAMETER. GALVANIZED FENCE AND GATE DETAIL 4 SCALE: 3/16'=1'-0• 0entre,x communlatlon nerviaainc. 6600 Rockledge Drive, Suite 550 BETHESDA, MD 20817 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. OS -18 -IB CONSTRUCTION REVIEW Oi-OI-18 CONSTRUCTION REVIEW 06-04-18 CONSTRUCTION REVIEW 44 Milestone COMMUNICATIONS PROJECT NO: In5R 721 NFR: V.. A. ENGINEER- -. ,U.M_—_--- SCALE: GRAPHIC SCALE: IN INCHES LEIMS MOUNTAIN 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 TITLE: SITE DETAILS SHEET NUMBER: S-4 .....:............ EXISTING UNDERCROUN ... ... ......•.:..."•, �.. � � .. :� •. •�: � STORM DRAIN PIPE . _ — _ — — — — _ — _ _ — _ _�� _ _ _ .. EXISTING GRASS AREA -------------------------- OUTSIDE OF FUTURE WATER TANK _ _ EXISTING GRASS – _ – – – EXISTING QjALL ITEMS ARE NEW, PROPOSED, UNLESS NOTED AS EXISTING. COMPOUND PLAN - ELECTRICAL SCALE: 1/2' = 1'-0' 71YIARIN Cf entrex communlcatlon services, Inc. 6600 Rockledge Drive, Suite 550 BETHESDA, MD 20817 PHONE: (202)4084)960 FAX: (202)4084)961 SUBMITTALS DATE DESCRIPTION REV. 05-18-18 CONSTRUCTION RENEW 06-01-78CONSiRUCRON RENEW O6-Ot-,B CONSTRUCTION RENEW 44 Milestone COMMUNICATIONS PROJECT NO: 1050.221 DESIGNER: A. S. ENGINEER_. _.Ad.0 SCALE: 0 I/2 1 1 ,,,ALE IN INCHES LCttW IIIWnIFIIn 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 TITLE: COMPOUND PLAN ELECTRICAL SHEET NUMBER: E-1 GENERAL NOTES 1. 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 70 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, B. 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 VILL 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. ll. 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 TD BACK FILLING SITE. PRESENT PHOTO ARCHIVE AT SITE 'PUNCH LIST' WALK TO MILESTONE REPRESENTATIVE. EXISTING TELCO DEMARCATION PEDESTAL GENERAL SPECIFICATIONS 1. WIRING SHALL BE AVG STRANDED COPPER WITH THHN OR THWN/THHN INSULATION, W12 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 (UL) - NATIONAL ELECTRICAL MANUFACTURING ASSOCIATION ()ENA) - 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 REWIRED SO THAT CONDUIT BENDS DO NOT EXCEED 360'. EXISTING DOMINION DEMARCATION POLE (REFER TO PLAN I/E-4) STUB IF CONDUITS -� AT POLE BASE (2) 4' CONDUITS FROM POWER DEMARCATION T TO NEW TRANSFORMER ABBREVIATIONS A AMPERE AF AMPERE FRAME C CONDUIT EMT ELECTRICAL METALLIC TUBING E EXISTING GND GROUND KWH KILOWATT HOUR LFNC LIOUIDTIGHT FLEXIBLE NON-METALLIC CONDUIT MCB MAIN CIRCUIT BREAKER P POLE PVC POLYVINYL CHLORIDE RMC RIGID METAL CONDUIT SN SOLD NEUTRAL SW SWITCH V VOLT W WARE 0 PHASE NEW 1 PHASE TRANSFORMER TT T TT 3 -POSITION BRANCH UNIT SQUARE D NG EZNL113225 - (225A RATED) UTILITY WARNING RIBBON COMPACTED BACK PLL NTH SATISFACTORY NATIVE OR IMPORTED SO M01 (2) 4' PVC POWER CONDUITS WITH PULL LINES (2) 4- PVC TELCO (2) 4' PVC POWER CONDUITS BACK FILL (SAND OR NATIVE SOL) PER ASTM STANDARDS jam(iI 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 NTH ELECTRIC COMPANY SPECIFICATIONS. 3. EACH CONDUIT SHALL HAVE ONE 'POLYOLEFIN', 1000 POUNDS STRESS PULL UNE INSTALLED, TO ACCOMMODATE THE PULLING CABLE. PMRITELCO UTILITY CONDUIT BURIAL DETAIL r2 SCALE: 3/4' ;7-0' 0 NOTES (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 INSTALLING METER CENTER. PROVIDE 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 POVER SHALL INSTALL CONDUCTORS. 4. PROVIDE 1000 16. TEST PULL LINES IN ALL CONDUITS. 5. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE REQUIRED SO THAT TOTAL CONDUIT BENDS 00 NOT EXCEED 360'. REFER TO DRAWING E-4. 6, ALL ELECTRICAL ITEMS SHALL BE U.L. LISTED AND LABELED FOR THEIR INTENDED USE, UTILITY RISER DIAGRAM SCALE: N.T.S. E-2 __j U PROVIDE (2) 2'x2' HAND HOLE BASES FOR TELCO UTILITY CABLING ri II, entre communicatlon services, Inc. 6600 Rockledge Drive, Suite 550 BETHESDA, MD 20817 PHONE: (202)408-0960 FAX: (202)308-0961 SUBMITTALS DATE OESCRIPTION REV. OS -18 -IB CONSTRUCTION REVIEW DO -01-18 CONSTROCTION RENEW 06-04-18 1 CONSTRUCTION RENEW 44W Milestone COMMUNICATIONS PROJECT NO: 1050.22' DESIGNER: A.S. - ENGINEER:- _- I,N_,AN_ SCALE: 0 1/2 _1 GRAPHIC— �urHES 9 -MS MOUKAIN I 299 CHARLOTfESVi,111, VA 22903 TITLE UTILITY DIAGRAM, DETAIL AND ELECTRICAL NOTES SHEET NJMBEF. E-2 GROUND ACCESS HANDHOLE 0 d A o p: e nx D DRODS I.) — NEW MONOPOLE 2 ANG BARE TINNED SOLID Cu EXOTHERMICALLY WELDED TO POLE BASE AND GROUND RING \ GRADE x\ // POLE GROUND RING BARE TINNED SOLID Cu 2 AWG 30" BELOW GRADE 15' CONCRETE FOUNDATION MAT t 5BELOW GRADE D MONOPOLE GROUNDING DIAGRAM SCALE: N.T.S. E-3 GATE AND FENCE BONDING DETAIL 2 SCALE: N.T.S. E-3 APPLY GALVANIZING PAINT OVER CADWELD EXOTHERMICALLY WELD JUMPER TO GATE POST AND GATE FRAME — — — — — — — — — — — — — — — — — I I MONOPOLE GROUND ELECTRODE SYSTEM — z — x � CHIAIN LINK FENCE— x — z — x — x — x — x (DIAGRAM 1/E -J) z x x I _Ix- - - - -�- - -x-x- GROUND BAR SECURED z xo 0 o o 0 x x 8' LENGTH OF GROUND 07ELC0 0 OTELCO 0 I I TO PORT I \ WIRE COILED IN HANDHOLE (DETAIL 5/E-3) BASE FOR CONNECTION TO I ° FUTURE TELCO CABINET " !' \ 72'_6" MONOPOLE o 16'LENGTH OF GROUND o CONCRETE MAT \ WIRE COILED ABOVE GRADE FIBER CART. FOUNDATION \ FOR CONNECTION TO BELOW GRADE TRANSFORMER ® 0 o o 0 I I \ G I SHENTEL SHENTEL SHENTEL SHENTEL TRPNSFORMER CABINET CABINET CABINET GROUND BAR \ GROUDDA (DETAIL 6/E-3) ACCESS G \ REFER TO DIAGRAM 3/E -3-4x L — — — — — — — — — — — — — — — — J x\ FOR SERVICE GROUNDING (E} - z — x —x x — x — x—x— x — x — x — x — x — z — x — x — x — x — x GROUND RING *\ BOND GATE TO POST AND + \+ / 'DST TO GROUND RING \/ (DETAIL 2/E-3) L - EXISTING GRASS AREA J NOTE: ALL ITEMS SHOWN ARE PROPOSED, NEW, UNLESS NOTED AS EXISTING, GROUNDING PLAN 4 SCALE: 3/8- = V-0" E-3 GROUNDING NOTES DATE 1. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE. 7. GROUND RODS: 5/8" x 8' LONG, TOPS DRIVEN A MINIMUM OF 30" DEEP. 2, ALL GROUNDING DEVICES SHALL BE LLL, APPROVED OR LISTED FOR THEIR INTENDED USE. B. EXOTHERMIC 'WELDS SHALL BE MADE ON METAL POSTS 12" ABOVE GRADE. 3. GROUND WIRES SHALL BE 2 AWG BARE SOLID TINNED COPPER UNLESS 9. NOTIFY MILESTONE REPRESENTATIVE PRIOR TO BURIAL OF GROUNDING ELECTRODE NOTED OTHERWISE. SYSTEM. ADDITIONALLY, PHOTOGRAPH GROUND RODS AND LABEL EACH PHOTOGRAPH 4. GROUNDING CONNECTIONS SHALL BE EXOTHERMIC WELDS TO GROUND RODS, WITH GROUND ROD'S DESIGNATION. GROUND RING WIRE AND POLE BASE. ACCEPTABLE PROCESS/ 10. GROUNDING SYSTEM RESISTANCE MEGGER TEST. PRODUCTS: "CAOWELD" 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 LINE 5. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH BETWEEN THE EARTH ELECTRODE AND (C2.) 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. INTERCONNECTED WTH 2 AWG BARE TINNED SOLID COPPER WIRE 30" BELOW GRADE. e. RECORD ON CHART THE DATE, TIME, AIR TEMPERATURE AND SOIL MOISTURE CONTENT. T. SUBMIT TEST RESULTS TO MILESTONE AS PART OF SITE CLOSE-OUT DOCUMENTATION. GROUND ROD \, �x SERVICE BREAKERS IN METERING CENTER— TO LOAD (TYPICAL) — NEUTRAL AND SERVICE GROUND TERMINALS — EQUIPMENT GROUNDING TERMINALS — BARE 2 AWG IN 3/4" LFNC LINE PHASE LUGS NEUTRAL PHASE LUG SERVICE CONDUCTORS FROM UTILITY TRANSFORMER GROUNDED NEUTRAL FROM UTILITY TRANSFORMER GROUND ELECTRODE —X 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 WT' METER AND ARE BONDED TO METAL ENCLOSURES. 3 POSITION METER CENTER SERVICE GROUNDING DIAGRAM 3 SCALE. N.T.S. E-3 INSULATORS 00 0 0 A O 1 0 0 0 0 0 1 �) 0 0 0 0 0 0 0 0 2 AWG BARE COPPER 2 AWG BARE COPPER GROUND WIRE BONDED TO GROUND WIRE BONDED TO MONOPOLE GROUND RING MONOPOLE GROUND RING ELEVATION MAIN GROUND P4R SHALL BE HARGER CAT, NO. GBIA14420J MO"' .,,,,,ND BAR TO CABLE PORT UP WITH ANGLE ADAPTERS ,HCLUDED WITH GROUND BAR. NEW MONOPOLE GROUND BAR 5 SCA_E. N.T.S. E-3 ////---- H AND -REMOVABLE PVC COVER 3/4' WASHEf. ";.;E 11"1 36" PYG SGL 2 AWG BARE SOLID PIPE WITH I"X 8" WRE PIGTAIL SLOTS FOR ORES —I AWG BARE TNNED SOLID GROUND R00 COPPER OR UND WRE BURIED 30" BELOW GRADE GROUND ACCESS HMDHOLE DETAIL 6 SCALE: N.T.S. E_3 (Pentrex communication Nrvic", 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 REVIEW 4 Milestone COMMUNICATIONS PROJECT NO: 1050.221 DESIGNER: A.S. ENGINEER: - `' kLE: 0�y1 /12 .11r GRAPHIC SCALE IN INCHES I I cons MOIimul I 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 TITLE: GROUNDING PLAN AND DETAILS SHEET NUMBER: E-3 LIDJ SKID RESISTANT SURFACE BOX T�q 1. PROVIDE PULL BOXES WITH THE FOLLOWING CHARACTERISTICS: 'OUAZITE' PG STYLE POLYMER CONCRETE ENCLOSURE WITH OPEN BOTTOM SIZE: 24"W X 24% X 36'D MANUFACTURER: HUBBELL ONE PIECE BOLTED LID TIER 22/HS20 RATED 2. INSTALL TOP OF PULL BOX FLUSH PATH 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 UD— BOX O _ SKID RESISTANT JRFACE 1-t J, 10' EASEMENT FOR POWER ANDCOM I I 1 I D.B. 4 4 , PGPGONS TO NNINC 1 \ D.B. 434. 605 ENT BUILDING NOTES, I. PROOVIDVID \ EXISTING PARKING LOT E PULL BOXES THE FOLLOWING CHARACTERISTICS: \ \ \ \ "OUA2ITE" PG STYLE POLYMER CONCRETE ENCLOSURE WITH OPEN BOTTOM \\\\> SIZE: 36"W X 60'L X 36'D MANUFACTURER: HUBBELL ONE PIECE BOLTED LID TIER 22 RATED \ \ ANDEWAATTERNLINESR SETO NENING 2. INSTALL TOP OF PULL BOX FLUSH WITH GROUND SURFACE. / PROPERTY UNE \ D.B. 434, PC. 605 J. 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 OF WAY \ / -COLONADE DRIVE- / / T MUTE iAat / I 01 %ISONG WA ANK UTILITY ROUTING PLAN @.1. Ceentrex communication services, Inc. 6600 Rockledge Drive, Suite 550 BETHESDA, MD 20817 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. OS -18-18 CONSTRUCTION RENEW 06-01-18 CONSTRUCTION REWEW 06-04-18 CONSTRUCTION RENEW 25' ACCESS ROAD 2- 4' PVC TEECO CONDUI\' AND UTIUTY EASEMENT ±200' / / 2- 4' PVC POWER CONDUITS / \ l200' / /�40' UTILITY AND / / DRAINAGE EASEMENT / D.B. 1075, PG. 259 G / 01 %ISONG WA ANK UTILITY ROUTING PLAN @.1. Ceentrex communication services, Inc. 6600 Rockledge Drive, Suite 550 BETHESDA, MD 20817 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. OS -18-18 CONSTRUCTION RENEW 06-01-18 CONSTRUCTION REWEW 06-04-18 CONSTRUCTION RENEW 44W Milestone COMMUNICATIONS PROJECT NO: 1050.221 DESIGNER: A.S. ENGINEER: A4 IJ - SCALE: 0 1/2 1 N 1H7Z�T GRAPIC SC' m HES LEWIS MOUNTAIN 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 T,T.E UTILITY ROUTING PLAN SHEET NUMBER E-4 ofentre,x eommunic�tlon a�rvicwInc. 6600 Rockledge Drive, Suite 550 BETHESDA, MD 20817 PHONE: (202)4084)960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. 05-18-18 CONSTRUCTION RENEW 06-01-18 CONSTRUCTION RENEW SEAL: 44 Milestone COMMUNICATIONS PROJECT NO: 1050.221 DESIGNER: C.S. ZNGNEER: M.M. SCALE: 01/2 1 IAV ��— GRAPHIC SCALE IN INCHES LEWIS MOUNTAIN 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 TITLE: TREE PLAN SHEET NUMBER: TP -1