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SDP201800027 Plan - Approved 2018-09-05
E a R E R verizonl/ DIRECTIONS TO SITE: FROM RICHMOND: DEPART RADY CT TOWARD RADY ST. (108 FT). TURN LEFT ONTO RADY ST (0.2 MI), TURN LEFT ONTO MAGNOLIA ST (0.6 MI). TURN RIGHT ONTO US -360 W/ MARCHANICSVILLE TURNPIKE (141 FT). TAKE RAMP FOR 1-64 W (4.9 MI). AT EXIT 79, TAKE RAMP RIGHT FOR I-64 WEST TOWARD CHARLOTTESVILLE (67.0 MI). AT EXIT 120, TAKE RAMP RIGHT FOR STH ST TOWARD CHAROTTESVILLE (0.2 MI). TURN RIGHT ONTO 5TH ST EXIT (0.1 MI). KEEP STRAIGHT ONTO 5TH SW (0.3 MI). TURN RIGHT ONTO BENT CREEK RD, SITE 5 BEHIND WEGMANS ADJACENT TO I-64 L FRY S SPRING Fn A—. -o PROJECT SITE E3 fe LOCALMAP NOT TO SCALE f RtDGE " r f S o PROJECT SITE E� VICINITY MAP NOT TO SCALE FRYS SPRING ET 1 ° PARCEL ■ 100 WWAY CHARLOTTESVILLE, VA 22902 PROJECT DESCRIPTION INSTALLATION AND OPERATION OF ANTENNAS AND ASSOCIATED EQUIPMENT IN A RAWLAND SITE UTILITIES INFORMATION: 2 WORKING DAYS EMERGENCY INFORMATION: POWER: DOMINION VIRGINIA POWER AIN BEFOREB YOU DIG LOCAL FIRE AND EMERGENCY SERVICES (888) 667-3000 TOLL FREE (434) 296-5833 TELEPHONE: EMBARQ MI55 UTILITY LOCAL EMERGENCY POLICE DISPATCH (434) 974-6928 (434) 296-5607 PROJECT TEAM 5TH STREET STATION VENTURES LLC PDSC RFAI_ ESTATE: CHAD FRECKMAN PHCNE AUMEER 434 996-4473 ZCNiNC: STEPHEN WALTER FPCNE NUMBER (434) 825-0617 CCNSIRUCTICk STEVE POOLE PFCNE NUMBER (540) 290-6704 UTILITIER RICK GLISSON PKNE NUMBER 804 658-6871 EImRCNMENTk CONSULTANT; ANDREW HENDRICKS PHONE NUMBER 703 478-0055 REVS. NO. DESCRIPTION PRELIMINARY SITE PLAN PRELIMINARY CONSTRUCTION DRAWINGS _. L./;\.�.__ FINAL CONSTRUCTION DRAWINGS A & E CONSULTING TEAM ARCHITECTURE AND ENGINEERING: Nor& CLARK NEXSEN 8000 TOWERS CRESCENT ORAE, SUITE 1350 VIENNA, VA 22182 PROJECT MANAGER: JUSTIN YOON, PE TELEPHONE. (703) 822-4846 North SURVEY: CAUSEWAY CONSULTANTS, P.C. LAND SURVEYOR'S P.O. BOX 15039 CHESAPEAKE, VA 23328 CONTACT: ED WHITE, LS TELEPHONE: (757) 482-0474 Submittal Type viewed and Approved by the Co unity Development department Date BY DATE REV. NO. DESCRIPTION JYY 06/02/17 JYY 07/27/17 JYY 03/30/18 PROPERTY OWNER: 5TH STREET STATION VENTURES LLC PDSC 5 WEST BOARD STREET, SUfTE B 075M1-00-00-00200 FAIRBURN GA, 30213 47.6826 AC APPLICANT INFORMATION: ALBEMARLE COUNTY VERIZON WIRELESS RAWLAND 1831 RADY COURT MONOPOLE RICHMOND, VA 23222 103'± AGL CONTACT: MARC CORNELL TELEPHONE: (804) 548-4079 FAX NUMBER: (804) 321-0398 PROJECT DATA ZONING PDSC TAX MAP# 075M1-00-00-00200 ACREAGE 47.6826 AC JURISDICTION ALBEMARLE COUNTY SITE TYPE RAWLAND TOWER TYPE MONOPOLE TOWER HEIGHT 103'± AGL OVERALL HEIGHT 105'± AGL LEASE AREA 1150± SF AREA OF LAND DISTURBANCE 2200# SF GEOGRAPHIC COORDINATES: CML LATITUDE 38' 00' 29.2267' N (NAD 83) LONGITUDE: 78' 29' 55.9827' W (NAD 83) ELEVATION: 431,6' (NAVD 88) ADA COMPLIANCE: yYK DE93wnoN EAT FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. SITE WILL NOT BE SERVED BY CITY SEWER OR WATER. CLARKNEXSEN 1111 E. Main Street, Suite 1905 Richmond, VA 23219 894.644.4690 verizont. 1831 RADY COURT RICHMOND, VA 23222 JUSTIN Y, YOON p Lic, .dill. 41W sTTE INw.; BY DATE FRY'S SPRING RAW LAN D 100 WEGMANS WAY CHARLOTTEVILLE, VA SHEET N10.: SHEET TOTAL: G-1 ,8 22902 INDEX OF DRAWINGS Sheet Number Sheet Title ALBEMARLE COUNTY GENERAL DESIGN: JYY G-1 COVER SHEET DRAWN: WMD/R G-2 GENERAL NOTES AND RPAEVO UYy CONCRETE EQUIPMENT DETAILS T 11kTE: 14/17 CML COMM. NO. 583371 C-1 SITE PLAN SUBMrrrALS C -1A TREE INVENTORY yYK DE93wnoN EAT AREA MAP num SIE RM 0e/021 C-2 ENLARGED SITE PLAN WLMKW WWRWMN DUMS 07/27, C-3 ELEVATION VIEW coN MXn M 3NmlM 03/30, C-4 GRADING PLAN C -4A GRADING DETAILS AND NOTES AL C-5 FENCE AND SINGAGE DETAILS C-6 ICE BRIDGE DETAILS C-7 LP PIPING DIAGRM SHMTWOE: C-8 EQUIPMENT LAYOUT AND NOTES C-9 CONCRETE PAD DETAILS COVER SHEET ELECTRICAL E-1 ELECTRICAL SITE PLAN E-2 GROUNDING PLAN E-3 GROUNDING SITE PLAN E-4 CONDUIT CONNECTION SHEET N10.: SHEET TOTAL: G-1 ,8 E GENERAL NOTES 1. COORDINATE THE WORK OF OTHER TRADES INCLUDING, BUT NOT LIMITED TO, THE REQUIREMENTS FOR SLEEVES, INSERTS, HOLES, AND ANCHORS. 2. REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT DRAWINGS TO THE ENGINEER PRIOR TO BEGINNING WORK IN AREAS THAT WILL BE AFFECTED. 3. DETAILS APPLY NOT ONLY WHERE SPECIFICALLY INDICATED OR REFERENCED, BUT ALSO IN ALL OTHER CASES WHERE THE NATURE OF THE CONSTRUCTION REQUIRES THEIR USE DETERMINE APPLICABILITY FROM DESCRIPTIVE TITLES OR FROM THE SIMILARITY OF A CONSTRUCTION CONDITION TO ANOTHER CONDITION WHERE THE DETAIL IS SPECIFICALLY INDICATED OR REFERENCED. 4. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND SUPERVISION OF THE WORK ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 5. REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS SHOP DRAWINGS UNDER ANY CIRCUMSTANCE. EXCAVATION NOTES 1. SELECT FILL MATERIAL ASTM D 2487 SOIL CLASSIFICATION GROUPS GW, GP, GM, SW, SP, AND SM, OR A COMBINATION OF THESE GROUP SYMBOLS; FREE OF WASTE, FROZEN MATERIALS, AND VEGETATION, WITH LESS THAN 5 PERCENT BY WEIGHT OF STONE. STONES SHALL BE NO LARGER THAN 1-1/2 INCHES IN ANY DIRECTION, 2. FOUNDATIONS SHALL NOT BE PLACED ON FROZEN GROUND. 3. DESIGN ALLOWABLE SOIL BEARING PRESSURE IS 2000 PSF ON SUITABLE RESIDUAL SOIL OR PROPERLY COMPACTED SELECT FILL THE ALLOWABLE SOIL BEARING PRESSURE IS AN ASSUMED VALUE. A GEOTECHNICAL INVESTIGATION WAS NOT CONDUCTED AS PART OF THIS PROJECT. SELECT FILL SHALL BE COMPACTED TO A MINIMUM OF 958 OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698). 4. PRIOR TO PLACING FOUNDATION CONCRETE, THE CONTRACTOR SHALL HIRE A TESTING LABORATORY AND GEOTECHNICAL ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA. THE LICENSED ENGINEER SHALL VERIFY THE SUPPORTING SOILS ARE CAPABLE OF SUPPORTING THE DESIGN ALLOWABLE SOIL BEARING PRESSURE AND SUBMIT A TEST REPORT FOR APPROVAL PRIOR TO CONSTRUCTION. STEEL NOTES 1. ALL STRUCTURAL STEEL WORK SHALL. BE IN ACCORDANCE WITH THE AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" DATED JUNE 22, 2010, INCLUDING CURRENT REVISIONS AND 'OODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" DATED APRIL 14, 2010. 2, STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE FOLLOWING: WIDE FLANGE SHAPES ASTM A992 SQUARE AND RECTANGULAR HSS ASTM A500 GRADE B FY=46 KSI ROUND HSS ASTM A500 GRADE B FY=42 KSI CHANNELS, PLATES AND ANGLES ASTM A36 THREADED ROD ASTM A36 HIGH STRENGTH BOLTS ASTM A325 ANCHOR RODS ASTM F1554 GRADE 36 PIPE ASTM A53 GRADE: B 3. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT -DIP GALVANIZED. CONCRETE NOTES CONCRETE CONSTRUCTION SHALL COMPLY WITH PROVISIONS OF THE FOLLOWING CODES, SPECIFICATIONS, AND STANDARDS: AMERICAN CONCRETE INSTITUTE (ACI) 301-10, SPECIFICATIONS FOR STRUCTURAL CONCRETE; ACI 318-11, 'BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". 2. CONCRETE SHALL BE NORMAL WEIGHT, 68 PLUS OR MINUS 1.5% AIR ENTRAINED AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI UNLESS OTHERWISE NOTED. 3. CONCRETE MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: PORTLAND CEMENT ASTM C 150, TYPE 1 FLY ASH ASTM C 618, CLASS F (NOT TO EXCEED 15% OF CEMENT BY WEIGHT) NORMAL WEIGHT AGGREGATES ASTM C 33 WATER POTABLE AIR -ENTRAINING ADMIXTURE ASTM C 260 WATER REDUCING ADMIXTURES ASTM C 494, TYPE A RETARDING ADMIXTURE ASTM C 494, TYPE B WATER -REDUCING AND RETARDING ADMIXTURES ASTM C 494, TYPE D ACCELERATING ADMIXTURE ASTM C 494, TYPE C HIGH -RANGE, WATER -REDUCING ADMIXTURES ASTM C 494, TYPE F HIGH -RANGE, WATER -REDUCING ASTM C 494, TYPE G AND RETARDING ADMIXTURES 4. REINFORCING STEEL SHALL BE DEFORMED BARS IN ACCORDANCE WITH ASTM A 615, GRADE 60. REINFORCING MARKED CONTINUOUS SHALL BE LAPPED IN ACCORDANCE WITH ACI 318. 5. WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A1064. LAP ONE FULL MESH SPACING PLUS TWO INCHES AND TTI;. 6. SUPPORT REINFORCING AND WELDED WIRE REINFORCEMENT ON METAL CHAIRS OR BOLSTERS. 7. MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE IN ACCORDANCE WITH ACI 318 UNLESS OTHERWISE INDICATED. 8, ALL COLD WEATHER CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 306R, "COLD WEATHER CONCRETING.' 9. ALL HOT WEATHER CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 305R, 'HOT WEATHER CONCRETING." 10. CURING COMPOUND SHALL COMPLY WITH ASTM C 309, TYPE I, CLASS B. 11. ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED 3/4" OR AS INDICATED. 0 CL.ARKNEXSEN 1111 E. Wain Street. Suite 1905 Richmond. VA 23219 804.644.4690 verizon,/ 1831 RADY COURT RICHMOND, VA 23222 ji s �„ t luff d I YOON Lic. No. 42897 .=a 97E NFO.: FRY'S SPRING RAWLAND 100 WEGMANS WAY CHARLOTTEMLLE, VA 22902 ALBEMARLE COUNTY DESIGN: DRAWN: REMEVV.- gyKl DESORPTION I WE : R0J-- 911E PIAF1 06/02/17 ��z WN'/ Gi WRUmm WAtlNGS 07/27/17 AT CUNSIA=m G61m 0.7/30/16 SHI£f NM1E GENERAL NOTES AND CONCRETE EQUIPMENT DETAILS 9,07 NQ: G5.D" TN 1J1A ~� OP V1ft COMMONW E T E64 IWTERSTATE R 105' RADIUS TOWER FALL—ZONE SEE ENLARGED SITE PLAN, SHEET C-2 ABBREVIATIONS 10 CLARKNEXSEN MAY NOT DEPICT ANY OR ALL EASEMENTS THAT MAY AFFECT P. 0. BOX 15039. CHESAPEAKE, VIRGINIA, 23328-50394. PHONE: 1111 E. Main Street. 0, DIAL DIAMETER (F) FOUND MIN MINUMUM I NUMBER FFE FINISHED FLOOR ELEVATION ro MILE A/C AR CONDITIONING G5.D" TN 1J1A ~� OP V1ft COMMONW E T E64 IWTERSTATE R 105' RADIUS TOWER FALL—ZONE SEE ENLARGED SITE PLAN, SHEET C-2 ABBREVIATIONS 10 CLARKNEXSEN MAY NOT DEPICT ANY OR ALL EASEMENTS THAT MAY AFFECT P. 0. BOX 15039. CHESAPEAKE, VIRGINIA, 23328-50394. PHONE: 1111 E. Main Street. 0, DIAL DIAMETER (F) FOUND MIN MINUMUM I NUMBER FFE FINISHED FLOOR ELEVATION MI MILE A/C AR CONDITIONING FIRM FLOOD INSURANCE RATE MAP N NORTH ADA AMERICANS WITH DISABILITIES ACT GIS GEOGRAPHIC INFORMATION SYSTEM NW NORTHWEST AFG ABOVE FINISHED GRADE GPIN GRID PARCEL IDENTIFICATION NUMBER NAD NORTH AMERICAN DATUM AGL ABOVE GROUND LEVEL GPS GLOBAL POSITIONING SYSTEM NAVD NORTH AMERICAN VERTICAL DATUM ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS ICC INTERNATIONAL CODE COUNCIL NFPA NATIONAL FIRE PROTECTION ASSOCIATION AVE AVENUE 10 IDENTIFICATION NO NUMBER C, C/L CENTERLINEIFGC INTERNATIONAL FUEL GAS CODE OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION CFH CUBIC FEET PER HOUR INC INCORPORATED P/P POWER POLE C.L.D. CENTERLINE DITCH IRV INVERT P.B. PLAT BOOK CMP CORRUGATED METAL PIPE INFO INFORMATION PE PROFESSIONAL ENGINEER CONIC CONCRETE L/P LIGHT POLE/LAMP POST P/PG. PAGE D.B. DEED BOOK LP LIQUID PROPANE P/L PROPERTY UNE DWG(S) DRAWINGS LF LINEAR FEET PROD. PROJECT ELEV ELEVATION LLC LIMITED LIABIUTY CORPORATION PSIG POUNDS PER SQUARE INCH GAUGE ENODE B RF CABINET LS LAND SURVEYOR R/W RIGHT OF WAY EOE EXISTING OVERHEAD ELECTRIC LTE LONG TERM EVOLUTION RD ROAD EZBFO BATTERY BACKUP CABINET MAX MAXIMUM SCH SCHEDULE MHz MEGAHERTZ SF SQUARE FOOT/FEET SURVEYOR'S NOTES 1. TOPOGRAPHIC SURVEY PERFORMED BY CAUSEWAY CONSULTANTS, P.C. 10 CLARKNEXSEN MAY NOT DEPICT ANY OR ALL EASEMENTS THAT MAY AFFECT P. 0. BOX 15039. CHESAPEAKE, VIRGINIA, 23328-50394. PHONE: 1111 E. Main Street. 757-482-0474. SURVEY DATE: APRIL 19, 2017. N Suite 1905 2. COORDINATES AND ELEVATIONS SHOWN WERE ESTABLISHED USING Richmond, 23219 804.644 4&99DD STATIC GPS OBSERVATIONS, POST PROCESSED THROUGH NOM'S RECORD.a OPUS WEBSITE AND CONVERTED TO NAVD 88 AND NAD 83, U.S 6. THIS SURVEY DOES NOT REPRESENT A BOUNDARY SURVEY. THE p JUSIM V, YCON r+ SURVEY FOOT, FOR THE VERTICAL DATUM AND HORIZONTAL COOROVKMS, RESPECTIVELY, USING U.S. ARMY CORPS OF REPRESENT A COMPILATION OF RECORDED DEEDS, PLATS, G.I.S. ENGINEERS CQRPSGON SOFTWARE, VERSION 6.01. RECORDS AND TAX MAPS. 3. NO SUB -SURFACE INVESiIGAT10N WAS PERFORMED BY CAUSEWAY teen nv CONSULTANTS, P.C. THIS SURVEY DOES NOT GUARANTEE THE FLOOD ZONE "X" ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE COMMUNITY 'EXISTENCE OR NONEXISTENCE' OF UNDERGROUND UTILITIES. PRIOR 51003C 0407 D. DATED FEBRUARY 4. 2005. TO ANY CONSTRUCTION OR EXCAVATION, CONTACT MISS UTILITY AT 1831 RADY COURT 1-800-552-7001 TO CONFIRM THE LOCATION OR EXISTENCE OF RICHMOND, VA 23222 UNDERGROUND UTILITIES. TIDAL WETLANDS, WAS NEITHER INVESTIGATED, NOR CONFIRMED 4. THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF A TITLE REPORT •'v MAY NOT DEPICT ANY OR ALL EASEMENTS THAT MAY AFFECT �H OF TAND HE PROPERTY. may[ CONCRETE PROPERTY LINE — — — LEASE AREA EASEMENT BUILDING (FOOTPRINT) x) FENCE TTV DATE: a COMM. NO. 52 5. PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD.a z mumm WwmznDm owANm 6. THIS SURVEY DOES NOT REPRESENT A BOUNDARY SURVEY. THE p JUSIM V, YCON r+ RIGHT-OF-WAY, PROPERTY LINE AND/OR EASEMENTS SHOWN HEREO U a REPRESENT A COMPILATION OF RECORDED DEEDS, PLATS, G.I.S. Lac. N0. 4xg97 RECORDS AND TAX MAPS. A: 7, THE AREA OF THE PROPOSED GENERATOR APPEARS TO UE WITHIN FLOOD ZONE "X" ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE COMMUNITY e 51003C 0407 D. DATED FEBRUARY 4. 2005. SjOATAL NUMBER 8. THE EXISTENCE OF HAZARDOUS WASTE, VEGETATED WETLANDS, OR TIDAL WETLANDS, WAS NEITHER INVESTIGATED, NOR CONFIRMED DURING THE PERFORMANCE OF THIS SURVEY. gmth . FRY'S SPRING ® LEASE NOTE I RAWLAND I. NEW VERIZON WIRELESS NON-EXCLUSIVE VARIABLE INGRESS/EGRESS AND UTILITY EASEMENT 100 WEGMANS WAY CHARLOTTEVILLE, VA 11 22902 ALBEMARL.E COUNTY LEGEND ��: s EXISTING ---- - may[ CONCRETE PROPERTY LINE — — — LEASE AREA EASEMENT BUILDING (FOOTPRINT) x) FENCE TTV DATE: a COMM. NO. 52 SUBMITTALS SM.. DBCRFT N A PREumwa srm " z mumm WwmznDm owANm cpxsMqucMx owxnw.s n TREELINE ST STREET EDGE OF PAVEMENT SHEUNMS- sm STANDARD TBMI TEMPORARY BENCHMARK 7 -PED TELEPHONE PEDESTAL EOOF GRAVEL SITE PLAN CONTOURS OURS TN TECHNICAL TEAM VISIT TYP TYPICAL O MONOPOLE VA VIRGINIA VDOT VIRGINIA, DEPARTMENT OF LIGHT POLE TRANSPORTATION W WEST WB WILL BOOK GRAPHIC SCALE(S) WC WATER COLUMN YDS YARDS FOR 22' X 34" PLOT - 1" = 150' 0 150' 300' - = 94ET Na: C-1 /7 NON EXCLUSIVE 10' NO SPARK RADIUS/ /r I v + 1 1 5 Ax 72.0' ------------- V--------- �; I NOTES 1. EXTREME CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING TREES THAT ARE TO REMAIN --_---I 2. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OR COMPENSATION OF DAMAGED TREES 3. SITE SHALL BE MAINTAINED IN ACCORDANE WITH A TREE I I o CONSERVATION PLM! TO BE PREPARED BY A CERTIFIED 1 .6 ARBORIST, AS REQUIRED BY SEC. 5.1.40(C)(4) I I 4. TRIM EXISTING BRANCHES THAT ENCROACH INTO THE FENCED IN COMPOUND AREA i t05' RADIUS TOWER FALL ZONE LEASE NOTES NEW VERIZON WIRELESS NON-EXCLUSIVE 20' WIDE ACCESS AND EASEMENT 2. NEW VERIZON WIRELESS NON-EXCLUSIVE VARIABLE WIDTH INGRESS/EGRESS ARID UTILITY EASEMENT 3, NEW VERIZON WIRELESS 750 SF LANDSPACE FOR GROUND EQUIPMENT 4. NEW VERIZON WIRELESS 20'x20' LANDSPACE FOR MONOPOLE TOWER 5. NEW VERIZON WIRELESS 90' WIDE TEMPORARY CONSTRUCTION STAGING AREA 6. NEW VERIZON WIRELESS TEMPORARY CONSTRUCTION STAGING AREA ON EXISTING 8 PARKING SPACES (APPROXIMATELY 72' X 18') *TOTAL TREES TO BE REMOVED: NONE NOTES: 1. REFERENCE TREE IS IDENTIFIED ABOVE IN BOLD. 2. TREE ORIPLINES ARE DRAWN TO SCALE. I GRAPHIC SCALE(S) FOR 22' X 34' PLOT - 1" = 10' 0 5' 10' 20' FOR 11" X 17' PLOT - 1" = 20' 0 CLARKNExSEN 1111 E. Main Street, Suite 1905 Richmond, VA 23219 604.644,4690 verizon 1831 RADY COURT RICHMOND, VA 23222 Jus" lw K WON Lzc. No. 42897 �SSroNAL SnE INFO.: FRY'S SPRING RAWL4ND 100 WEGMANS WAY CHARLOTTEVILLE, VA 22902 AMEMARLE COUNTY DESIGN: JYY AWN: wMD/RLC REVIEW: jyy TTV DATE 02/14/17 COMM, NO. 5833-572 SUBMITTALS sYM. t>�uvnm HDATEnmm�xr snE vtm LrWr MNSTA ON ORWH S CMWMJMx 9ro0nxta 10:11:11111lklivj:l01I[Q.- yo �SHffrC-1A � TREEINVENTORY NUMBER SPECIES CALIPER AGL HEIGHT CANOPY HEIGHT (337) POPLAR 8" 57' 487' AMSL (MI) curt Ir or 3w ML (343) OAK 15° 92' 518' AMSL (345) POPLAR 12 87' 509' AMSL (347) OAK 18" 86' 512' AMSL (350) MAPLE 15" 106' 520' AMSL (352) POPLAR 12" 94' 517' AMSL (354) POPLAR 20" 107' 1 530' AMSL *TOTAL TREES TO BE REMOVED: NONE NOTES: 1. REFERENCE TREE IS IDENTIFIED ABOVE IN BOLD. 2. TREE ORIPLINES ARE DRAWN TO SCALE. I GRAPHIC SCALE(S) FOR 22' X 34' PLOT - 1" = 10' 0 5' 10' 20' FOR 11" X 17' PLOT - 1" = 20' 0 CLARKNExSEN 1111 E. Main Street, Suite 1905 Richmond, VA 23219 604.644,4690 verizon 1831 RADY COURT RICHMOND, VA 23222 Jus" lw K WON Lzc. No. 42897 �SSroNAL SnE INFO.: FRY'S SPRING RAWL4ND 100 WEGMANS WAY CHARLOTTEVILLE, VA 22902 AMEMARLE COUNTY DESIGN: JYY AWN: wMD/RLC REVIEW: jyy TTV DATE 02/14/17 COMM, NO. 5833-572 SUBMITTALS sYM. t>�uvnm HDATEnmm�xr snE vtm LrWr MNSTA ON ORWH S CMWMJMx 9ro0nxta 10:11:11111lklivj:l01I[Q.- yo �SHffrC-1A � C ❑ CONSTRUCTION NOTES CLARKNEXSEN 1. q OF TOWER: 1111 E. Main Street, Suite 1905 LATITUDE: N: 38'-00'-29.2267" (NAD 83) Richmond. VA 23219 LONGITUDE: W: 78-29'-55.9827' (NAD 83) BD4.644.4690 ELEVATION: 431-6' (NAVD 88) 2. 2000' RADIUS FROM q OF TOWER 3. IXISIING DWELIJNG/BUILDING (TYP) verizon 1831 RADY COURT RICHMOND, VA 23222 o �r o J71s1i)1 700N Lic. No. 42897 �S`Sr0NAL WE info.: FRY'S SPRING RAWLAND 100 WEGMANS WAY CHARLOTTEVILLE, VA 22902 ALBEMARLE COUNTY I TrV DATE: 02714/17 1 SIT 9HM! 14we AREA MAP GRAPHIC SCALE{S} GNU: FUR 22" X 34" PLOT — 1" + 2500'0 1250' 2500' 5000' C-1 FOR 11" X 17" PLOT — 1' = 5DDD' ` / NON EXCLUSIVE 10' NO SPARK RADIUS� s4Cb 8 \10 1 f / L SUALL TREES 1 1 l 5 V QD 1 l L L 1 1 I 1 L COMMONWEALTH OF VIRGINIA INTERSTATE ROUTE 54 R.O.W. ;7 105' RADIUS TOWER FALL ZONE NOTES PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL ASSUME THE RESPONSIBILITY OF LOCATING ANY UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST AND CROSS THROUGH THE AREA OF CONSTRUCTION THAT ARE NOT SHOWN ON THESE PLANS. BEFORE YOU DIG, CALL 'MISS UTILITY' AT 811. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING URLMES DAMAGED DURING CONSTRUCTION. 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED BY CONTRACTOR IN ACCORDANCE WITH THE LATEST EDITION OF VIRGINA EROSION AND SEDIMENT CONTROL HANDBOOK BEFORE LAND DISTURBANCE COMMENCEMENT AND CHECKED PERIODICALLY TO ENSURE THEY ARE FUNCTIONING AS INDICATED. 3. THE STOCKPIUNG OF EXCESS MATERIAL ON SITE WILL NOT BE ALLOWED. 4, ANY VEGETATED AREA DISTURBED BY CONSTRUCTION SHALL BE THE RESPONSIBILITY OF CONTRACTOR TO SEED AND E57ABUSH A PERMANENT VEGETATIVE COVER. 5. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION. SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. All WORK SHALL BE PERFORMED IN ACCORDANCE WITH OSHA REQUIREMENTS. 6. THE CONTRACTOR IS RESPONSIBLE FOR SITE LAYOUT AND CONSTRUCTION STAKING. LOCATION OF EXISTING STRUCTURES AND UTILITIES MUST BE CONFIRMED BY THE CONTRACTOR. 7. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL CODES OR ORDINANCES. 8. THE INDICATED DIRECTION OF NORTH WILL HAVE TO BE VERIFIED IN THE FIELD. ® CONSTRUCTION NOTES 1. NEW VERIZON WIRELESS 10' H—FRAME WITH ICEBRIDGE. 2. NEW VERIZON WIRELESS 4'X10' CONCRETE PAD FOR EQUIPMENT CABINEF. 3. NEW VERIZON WIRELESS 40KW MTU LP FED GENERATOR ON 418' PAD, 4. NEW VERIZON WIRELESS 65f LF DUCTBANK. 5. NEW VERIZON WIRELESS CHARLES CABINET ON 4' H—FRAME FOR CENTURY LINK 6. NEW VERIZON WIRELESS 10' x 12' FENCE COMPOUND 7. NEW VERIZON WIRELESS 12' GATE 8. NEW VERIZON WIRELESS FENCE COMPOUND 9. NEW VERIZON WIRELESS LP TANK ON 4' x 8' PAD 10. NEW 4' H—FRAME FOR METER AND DISCONNECT ® LEASE NOTES 0 1. NEW VERIZON WIRELESS NDN—EXCLUSIVE 20' WIDE ACCESS AND UTILITY EASEMENT 2. NEW VERIZON WIRELESS NON—EXCLUSIVE VARIABLE WIDTH INGRESS/EGRESS AND UTILITY EASEMENT 3. NEW VERIZON WIRELESS 750 SF LANDSPACE FOR GROUND EQUIPMENT 4. NEW VERIZON WIRELESS 20'x20' LM1NDSPACE FOR MONOPOLE TOWER 5. NEW VERIZON WIRELESS 90' WIDE TEMPORARY CONSTRUCTION STAGING AREA 6. NEW VERIZON WIRELESS TEMPORARY CONSTRUCTION STAGING AREA ON EXISTING 8 PARKING SPACES (APPROXIMATELY 72' X 18') GRAPHIC SCALE(S) FOR 22" X 34' PLOT — 1' - 10' 0 5' 10' 20' FOR 11" X 17" PLOT — 1" = 20' CLARKNEXSEN 1111 E. Maio Street, Suite 1905 Richmond, VA 23219 804.544.4690 verizon 1831 RADY COURT RICHMOND, VA 23222 -TH OF yr1A O Lic. No. 42897 6:4 ONAL srmpm: FRY'S SPRING RAW LAN D 100 WEGMANS WAY CHARLOTTEMLLE, VA 22902 ALBEMARLE COUNTY SUBMff TALE Ismi DBawnw RATE RELWWMY 91E RM 06/02/17 Mw LUP6TwroN amms 07/27/17 n ooNsrxuclwN oralwN�s oa/ao/16 SHUTIMWINE ENLARGED SITE PLAN k:'::l d' Xl r G2 E R�TOP OF TOWER APPURTENANCES (LIGHTNING ROD) Y ELEVATION = 105'# A.G.L. [537'± AMSL] � �IOP OF 101111W10P OF AWEIM EJ.EIN1110N - 103't AOd. [035'tllMs�j - - ?3 � 0 = p a REFERENCE TREE IDENTIFIED AS 15' POPLAR - - r HEIGHT = 525' AMSL REFERENCE TREE NOTE: GROUND EQUIPMENT AND FENCE NOT SHOWN FOR CLARITY ELEVATION VIEW NOT TO SCALE --� 8' MAX III TOWER FOUNDATION DESIGNED BY OTHERS 18" MAX TO POLE TO BACK OF ANTENNA ~� NEW ANTENNA (TVP of s) (6) NEW VERIZON WIRELESS FLUSH MOUNTED PANEL ANTENNAS II ELEVATION = 99'± AG.L 0 RAD NEW VERIZON WIRELESS OVP'S AND RRH'S I�r ELEVATION = 89'± AG.L - - - - • . f l MOUNTING COLLAR (TVP OF 3) NEIN VERDIN 110M103' AAL MONOPOLE +HEIGHT INCLUDES ABOVE GROUND FOUNDATION AND BOLT HEIGHTS. SEE DETAIL 2, THIS SHEET. NEW BEAM FORMING ANTENNAS (TVP) I; } SUPPORTING REMOTE RADIO HEADS AND OVP BOXES CTYP) [RRH: 26"(H)x12"(W)x7"(D) OVP: 23"(H):16"(W)Xi0"(D)] I MONOPOLE ,w Q PIPEMOUNT (TYP) 0 1a.o0' MAX (TVP) m ENLARGED VIEW NO SCALE VALMONT/SITEPRO 1: UWS6-NP ANTENNA MOUNT COMMSCOPE BSAMNT-SBS-2-2 BEAM FORMING ANTENNA BRACKET (TYP) ANTENNA PLAN VIEW (99' RAD CENTER) NO SCALE 30" MAX ELE1N1110N - [43r- V:kl AWL ENLARGED VIE TOWER BOLTS (te) .v CLARKNEXSEN� 1111 E. Main Street, Suite 1905 Richmond. VA 23219 804.644.4691) verizorr 1831 RADY COURT RICHMOND, VA 23222 s Z' re� 5V JUSTIN Y YOON Lic. No. 42897 SITE NPD.: FRY'S SPRING RAW LAN D 100 WEGMANS WAY CHARLOTTEMLLE, VA 22902 ALBEMARLE COUNTY � DESIGN: JYY NO SCALE REVIEW: ,IYr TTv DATE: 0 I 17 NOTES COMM. NO. 5833.572 1. ANTENNAS WILL BE INSTALLED USING A MODIFIED suBMrrrALs SVM. DESIMPPON DUE 1. NO COMMERCIAL ADVERTISING MATERIAL WILL BE USED IN 1 mar Sri PLM 06/02/1; CONJUNCTION WITH THE NEW TOWER. 2. FINAL MOUNTING DESIGN MAY VARY SLIGHTLY DEPENDING ON 2 UMW CoxsMUM GUMM 07/27/1 2. LIGHTNING ROD WILL NOT EXCEED 2' ABOVE THE TOWER AND 3 COMMM M H NO 03/30/u WILL BE 1" DIAMETER C-3 3. MONOPOLE, ANTENNAS, MOUNTS AND ALL NEW GROUND EQUIPMENT WILL BE PAINTED TO COUNTY APPROVED COLOR, SHERWIN WILLIAMS (#6D90) JAVA BROWN 4, NO POINT ON THE BACK OF THE ANTENNA SHALL BE MORE SHEETMY% DDETAILED INCHESFROM THE FACE OF THE MONOPOLE, 26 INCTHE ELEVATION VIEW ANTENNA PLAN VIEW PROVIDED ON THISSHEET 5. ALL VERTICAL CABLES, WIRES, AND SIMILAR ATTACHMENTS SHALL BE RUN VERTICALLY WITHIN THE MONOPOLE'S STRUCTURE ANTENNA NOTES 1. ANTENNAS WILL BE INSTALLED USING A MODIFIED FLUSH -DESIGN WITH LOW -PROFILE MOUNTING BRACKETS. 2. FINAL MOUNTING DESIGN MAY VARY SLIGHTLY DEPENDING ON SHEET NCK, AVAILABILITY AND SPECIFIC MANUFACTURER. 3. PROPOSED ANTENNAS - COMMSCOPE JAHH-65C-R38 C-3 DIMENSIONS - 95.7"(H) X 13.8"(W) X 8.2"(D) NON EXCLUSIVE 10' NO SPARK RADIUS 1---------- ------- M 1 l 1 SF - 1 1 1 \ t 1 1 o P yA 1 l 1 t j 1 5 t 3: 1 - 1 5 f-- Alfa T 1 _ � 1 t EROSION �"- & SEDIMENT CONTROL NOTES CLARK E X S E N 1. UNLESS OTHERWISE INDICATED, ALL VEGEFATNE AND STRUCTURAL -N EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF 1111 E. Mein Street. THE VIRGINIA EROSION AND SEDIMENr CONTROL HANDBOOK AND THE Suite 1905 VIRGINIA EROSION D SEDIMENT CONTROL REGULATIONS (9VAC25-840). Richmond. VA 23219 804.694.4690 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CONSTRUCTION. 3. THE CONTRACTOR SHALL APPLY PERMANENT OR TEMPORARY SOIL STABILIZATION TO ALL DENUDED OR DISTURBED AREAS WITHIN 7 DAYS ■ AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. SOIL yertzon STABILIZATION MUST ALSO BE APPLIED TO DENUDED AREAS WHICH MAY NOT BE AT FINAL GRADE BUT WHICH WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. SOIL STABILIZATION MEASURES INCLUDE VEGETATIVE ESTABLISHMENT, MULCHING AND THE EARLY APPLICATION OF 1831 RADY COURT GRAVEL 845E MATERIAL ON AREAS TO BE PAVED. RICHMOND, VA 23222 4. THE CONTRACTOR STALL INSPECT ALL EROSION CONTROL MEASURES EVERY 2 WEEKS AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY REPAIRS TO CLEEANUPAIN EOFF SECDIIMENTTAATION OF ETHE LTH QF EROSION CONTROL DEVICES D ARES RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE MADE IMMEDIATELY. 5. THE CONTRACTOR SHALL LIMIT SITE ACCESS BY CONSTRUCTION VEHICLES TO ENTRANCES PROTECTED BY A STONE CONSTRUCTION ENTRANCE (VESCH STD. da SPEC. 3.02) OR AN APPROVED COMPARABLE CONTROL O J[J jY YCION r{ MEASURE. SEDIMENT SHALL BE REMOVED FROM PAVED AREAS ON A U DAILY BASIS. E.1C. No, 42897 6. NO STOCK PILES OF SOIL ALLOWED ON SITE. 7. THE CONTRACTOR SHALL MONITOR D TAKE PRECAUTIONS TO CONTROL �Q v DUST INCLUDING (BUT NOT LIMITED TO) USE OF WATER, MULCH OR�1 CHEMICAL DUST ADHESIVES AND CONTROL OF CONSTRUCTION SITE �SIONAL I E� 8. EFFLUENT FROM DE–WATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND CHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT ADJACENT PROPERTIES, WETLANDS, WATERWAYS OR THE STORM DRAINAGE SYSTEM. SME WM, 9. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION D MAINTENANCE FRY'S SPRING OF ANY ADDITIONAL CONTROL MEASURES NECESSARY TO PREVENT EROSION D SEDIMENTATION AS DETERMINED NECESSARY BY THE PLAN RAWLAND APPROVING AUTHORf1Y. 10. TEMPORARY EROSION D SEDIMENT CONTROL MEASURES ARE NOT TO BE REMOVED UNTIL ALL DISTURBED AREAS ARE STABILIZED. AFTER STABILIZATION IS COMPLETE, ALL MEASURES SHALL BE REMOVED WITHIN 30 DAYS. TRAPPED SEDIMENT SHALL BE SPREAD AND SEEDED. I00 AFGHANS WAY CHARLOTTEMILLE, VA E & S LEGEND 22902 DIRECTION OF OVERLAND FLOW ALBEMARLE COUNTY DESIGN: JYY �F— SILT FENCE DRAVVN: WMD PS PERMANENT SEEDING REVIEW. .IVY TTVDATE: 02/14/17 SPOT ELEVATION COMM. NO. 5833-572 SUBMrFrAL5 -- 76 CONTOURS � �rK)N can O Rn;mw SnE nm 06/02/ QQ a3/z7/ LEASE NOTES rW CaRSRO]OR OUMMS o3/50/ r 1. NEW VERIZON WIRELESS NDN–EXCLUSIVE 20' WIDE ACCESS AND UTILITY i.Ind r EASEMENT 2. NEW VERIZON WIRELESS NON–EXCLUSIVE VARIABLE WIDTH lAl k� INGRESS/EGRESS AND UTILITY EASEMENT 9HEEMA E: 3. NEW VERIZON WIRELESS 750 SF LANDSPACE FOR GROUND EQUIPMENT GRADING PLAN 4. NEW VERIZON WIRELESS 20'x20' LANDSPACE FOR MONOPOLE TOWER 5. NEW VERIZON WIRELESS 90' WIDE TEMPORARY CONSTRUCTION STAGING AREA 6. NEW VERIZON WIRELESS TEMPORARY CONSTRUCTION STAGING AREA ON EXISTING 8 PARKING SPACES (APPROXIMATELY 72' X 18') GRAPHIC SCALE(S) SHEET NO.: FOR 22' x 34' PLOT – 1" = 10' 0 5' 10' 20' FOR 11' X 17" PLOT – 1" = 20' MiM C-4 s a 1. SEF POSTS AND EXCAVATE A 4"X4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. 6' MAX STEEL OR WOOD POST -IMBED 3' 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. z 2. STAPLE WIRE FENCING TO THE POSTS. 12 1/2GAUGE MIN MESH SPACING 6" MAX 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC GROUND LINE WIRE TEMPORARY SILT FENCE sF NO SCALE (Revised June 2003) TEMPORARY SEEDING SPECIFICATIONS QUICK REFMCE FOR ALL REGIONS Apply 10-10-10 FERTILIZER at a rate 450 lbs./acre (or 10 lbs./1,000sq ft Apply PULVERIZED AGRICULTURAL LIMESTONE at a rate of 2 tons/acre (or 90 lbs./1,000 sq ft) NOTE: - A sail test is necessary to determine the actual amount of lime required to adjust the soil pH of site. - Incorporate the lime and fertilizer into the top 4-6 inches of the soil by disking or by other means. - When applying Slowly Available Nitrogen, use rates available in Erosion & sediment Control Technical Bulletin 114. 2003 Nutrient Management for Development Stjq,s at bAW/www.dcr.Itale.va.us/sw/e&s.htm#pWbs (Revised June 2003) PERMANENT SEEDING SPECIFICATIONS FOR PIEDMONT AREA APPLICATION DATES SPECIES APPLICATION RATES Sept. 1 -Feb. 15 50/50 Mix of Annual Ryegross (lolium multi-flarum) & Cereal (Winter) Rye (Secale cereals) 50-100 (lbs/acre) Feb. 16 -Apr. 30 Annual Ryegross (lolium multi-florum) 60-100 (lbs/acre) May. I -Aug. 31 German Millet 50 lbs acus Apply 10-10-10 FERTILIZER at a rate 450 lbs./acre (or 10 lbs./1,000sq ft Apply PULVERIZED AGRICULTURAL LIMESTONE at a rate of 2 tons/acre (or 90 lbs./1,000 sq ft) NOTE: - A sail test is necessary to determine the actual amount of lime required to adjust the soil pH of site. - Incorporate the lime and fertilizer into the top 4-6 inches of the soil by disking or by other means. - When applying Slowly Available Nitrogen, use rates available in Erosion & sediment Control Technical Bulletin 114. 2003 Nutrient Management for Development Stjq,s at bAW/www.dcr.Itale.va.us/sw/e&s.htm#pWbs (Revised June 2003) PERMANENT SEEDING SPECIFICATIONS FOR PIEDMONT AREA . Apply 10-20-10 fertilizer at a rate of 500 lbs./acre (or 12 lbs./1,000 sq. ft.) . Apply Pulverized Agricultural Limestone to a rote of 2 tons/acre (or 90 lbs./l.000 sq. ft.) NOTE -A soil test is necessary to determine the actual amount of lime required to adjust the soil pH of the site. -Incorporate the lime and fertilizer into the tap 4-6 inches of the soil by disking or by other means. -When applying Slowly Available Nitrogen, use rotes available in Erosion & Sediment Control Terhnirnl Bulletin J4. 7003 Nutrient Management for Develapment Sites at EROSION AND SEDIMENT CONTROL CONSTRUCTION SEQUENCE PRE -CONSTRUCTION PHASE: 1. CONDUCT A PRE -CONSTRUCTION MEETING BEFORE LAND -DISTURBING ACTIVITIES ARE INITIATED. 2. FIELD SURVEY THE LIMITS OF DISTURBANCE. J. CLEARLY DESIGNATE AND PROTECT AREAS OUTSIDE OF THE LIMITS OF DISTURBANCE AS BUFFER ZONES. 4. INSTALL INITIAL EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCE). NOTES: * THE PRE -CONSTRUCTION MEETING SHOULD DISCUSS THE ESC MEASURES, METHODS OF INSTALLATION, SEQUENCE OF OPERATION, MAINTENANCE, AND INSPECTIONS WITH THE ESC INSPECTOR. * IF CONSTRUCTION DOES NOT COMMENCE FOR 180 DAYS FOLLOWING THE PRE -CONSTRUCTION MEETING, OR IF THE PROJECT IS DORMANT FOR 180 DAYS DURING THE CONSTRUCTION PHASE, A NEW PRE -CONSTRUCTION MEETING IS REQUIRED PRIOR TO RESTARTING CONSTRUCTION. * "LAND DISTURBING ACTIVMES' INCLUDE ALL MAN-MADE CHANGE TO THE LAND SURFACE THAT POTENTIALLY CHANGES ITS RUNOFF CHARACTERISTICS INCLUDING CLEARING, GRADING OR EXCAVATION. * ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION (1992). CONSTRUCTION PHASE: 5. PERFORM SITE CLEARING TO THE LIMITS SHOWN ON THE PLANS, 6. ROUGH GRADE THE SITE. 7. INSTALL PERMANENT SEED, MULCH AND FERTILIZER OVER OTHER AREAS NOT RECEIVING GRAVEL B. COMPLETE FINAL GRADING. 9. INSTALL BELGW-GROUND UTILITIES. 10. PLACE GRAVEL OVER DRIVEWAY AND IN THE COMPOUND AREA. 11. ENSURE THAT ALL DISTURBED, BARE -SOIL AREAS ARE STABILIZED WITH EITHER GRAVEL OR SEEDING TO ESTABLISH VEGETATION, 12. INSTALL WOOD FENCING. 13. INSTALL WIRELESS COMPONENTS: STRUCTURAL, MONOPOLE (BY OTHERS), GROUND EQUIPMENT, ELECTRICAL ETC. NOTES; * FOLLOWING APPROVAL OF THE ESC MEASURES BY THE ESC INSPECTOR, CLEAR ONLY THE UMITS OF DISTURBANCE. NO ONSITE DISPOSAL OF TREES, BRUSH OR OTHER DEBRIS IS PERMITTED. * IMMEDIATELY AFTER FINAL GRADE IS ESTABLISHED, INSTALL SEED, MULCH, AND FERTILIZER TO ESTABLISH PERMANENT VEGETATION, ONGOING ACTIVITIES, 14. PERFORM ESC INSPECTION ACTIVITIES BY QUALIFIED PROFESSIONAL AS REQUIRED. 15. PERFORM MAINTENANCE OF ESC'S INCLUDING: SILT FENCE, TREE PROTECTION & SEEDED AREAS AS REQUIRED. 16. MITIGATE AREAS OF CONCENTRATED RUNOFF THAT COULD POTENTIALLY CAUSE EROSION, IF ENCOUNTERED. 17. INSTALL ADDITIONAL ESC MEASURES, IF NECESSARY TO PREVENT DISCHARGE OF SEDIMENT TO OFFSITE AREAS, 18. DISPOSE EXCAVATED MATERIAL OFFSITE. NOTES: * INSTAL SILT FENCE AT 101ATERALLY FROM THE TOE OF SLOPE AROUND ALL STOCKPILES. * DISPOSAL OF EXCAVATED MATERIAL OUTSIDE OF THE LIMITS OF DISTURBANCE IS NOT PERMITTED. SfTE_RESTORATION ACTIVITIES: 19. COMPLETE FINAL SITE RESTORATION WORK AND VERIFY THAT FINAL STABILIZATION (PERMANENT VEGETATION OR GRAVEL) IS ACHIEVED OVER PREVIOUSLY -DISTURBED AREAS. e LAND USE SPECIES APPLICATIQN PER ACRE Minimum Care Lawn Tall Fescue 95-100 (Commercial or Perennial Ryegross 0-5 Residential) Kentucky Bluegrass 0-5 22. FOLLOWING SITE RESTORATION, THE ESC INSPECTOR SHALL TOTAL: 175-200 lbs Hiah-Maintenance lawn Tall Fescue TOTAL: 200-250 lbs Tall Fescue 128 lbs General Slope (3:1 or Red Top Gross or Creeping Red 2 lbs figs), Fescue 20 lbs REMOVED ONLY AFTER CONSTRUCTION HAS BEEN COMPLETED, FINAL Sesional Nurse Crop Total: 150 Ibs ,�H op Tall Fescue 108 lbs LOW -Maintenance Slope Red Top Grass or Creeping Red 2 lbs (Steeper Than 3:1) Fescue 20 lbs Sesional Nurse Crop 20 lbs O Crowmretch Total: 150 Itis 1- When selecting varieties of turfgrass, use the Virginia Crop Improvement Association (VCIA) recommended turfgrass variety list. Quality seed will bear a label indicating that they are approved by VCIA A current turfgrass variety list is available at the local County Extention office or through VCIA at 804-746-4884 or at htto: //sudon. cses.vL ed u /him I/TuriLiudLoublication s/ou b lications2/htm I 2- Use seasonal ours crop in accordance with seeding dates as stated below: February 16th - April ........................ Annual Rye May 1st - August 15th ....................... Foxtoil Millet August 16th - October ..................... Annual Rye November - February 15th .............. Winter Rye 3- Substitute Sericeo Lespedezo for Crownvetch cost of Formville, VA (May through September use hulled seed, all other periods, use unhulled Sericea). If Flatpea is used, increase to 30 lbs/acre. If weeping lovegross is used, including in any slope or low maintenance mixture during warmer seeding periods, increase to 30-40 lbs/acre. . Apply 10-20-10 fertilizer at a rate of 500 lbs./acre (or 12 lbs./1,000 sq. ft.) . Apply Pulverized Agricultural Limestone to a rote of 2 tons/acre (or 90 lbs./l.000 sq. ft.) NOTE -A soil test is necessary to determine the actual amount of lime required to adjust the soil pH of the site. -Incorporate the lime and fertilizer into the tap 4-6 inches of the soil by disking or by other means. -When applying Slowly Available Nitrogen, use rotes available in Erosion & Sediment Control Terhnirnl Bulletin J4. 7003 Nutrient Management for Develapment Sites at EROSION AND SEDIMENT CONTROL CONSTRUCTION SEQUENCE PRE -CONSTRUCTION PHASE: 1. CONDUCT A PRE -CONSTRUCTION MEETING BEFORE LAND -DISTURBING ACTIVITIES ARE INITIATED. 2. FIELD SURVEY THE LIMITS OF DISTURBANCE. J. CLEARLY DESIGNATE AND PROTECT AREAS OUTSIDE OF THE LIMITS OF DISTURBANCE AS BUFFER ZONES. 4. INSTALL INITIAL EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCE). NOTES: * THE PRE -CONSTRUCTION MEETING SHOULD DISCUSS THE ESC MEASURES, METHODS OF INSTALLATION, SEQUENCE OF OPERATION, MAINTENANCE, AND INSPECTIONS WITH THE ESC INSPECTOR. * IF CONSTRUCTION DOES NOT COMMENCE FOR 180 DAYS FOLLOWING THE PRE -CONSTRUCTION MEETING, OR IF THE PROJECT IS DORMANT FOR 180 DAYS DURING THE CONSTRUCTION PHASE, A NEW PRE -CONSTRUCTION MEETING IS REQUIRED PRIOR TO RESTARTING CONSTRUCTION. * "LAND DISTURBING ACTIVMES' INCLUDE ALL MAN-MADE CHANGE TO THE LAND SURFACE THAT POTENTIALLY CHANGES ITS RUNOFF CHARACTERISTICS INCLUDING CLEARING, GRADING OR EXCAVATION. * ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION (1992). CONSTRUCTION PHASE: 5. PERFORM SITE CLEARING TO THE LIMITS SHOWN ON THE PLANS, 6. ROUGH GRADE THE SITE. 7. INSTALL PERMANENT SEED, MULCH AND FERTILIZER OVER OTHER AREAS NOT RECEIVING GRAVEL B. COMPLETE FINAL GRADING. 9. INSTALL BELGW-GROUND UTILITIES. 10. PLACE GRAVEL OVER DRIVEWAY AND IN THE COMPOUND AREA. 11. ENSURE THAT ALL DISTURBED, BARE -SOIL AREAS ARE STABILIZED WITH EITHER GRAVEL OR SEEDING TO ESTABLISH VEGETATION, 12. INSTALL WOOD FENCING. 13. INSTALL WIRELESS COMPONENTS: STRUCTURAL, MONOPOLE (BY OTHERS), GROUND EQUIPMENT, ELECTRICAL ETC. NOTES; * FOLLOWING APPROVAL OF THE ESC MEASURES BY THE ESC INSPECTOR, CLEAR ONLY THE UMITS OF DISTURBANCE. NO ONSITE DISPOSAL OF TREES, BRUSH OR OTHER DEBRIS IS PERMITTED. * IMMEDIATELY AFTER FINAL GRADE IS ESTABLISHED, INSTALL SEED, MULCH, AND FERTILIZER TO ESTABLISH PERMANENT VEGETATION, ONGOING ACTIVITIES, 14. PERFORM ESC INSPECTION ACTIVITIES BY QUALIFIED PROFESSIONAL AS REQUIRED. 15. PERFORM MAINTENANCE OF ESC'S INCLUDING: SILT FENCE, TREE PROTECTION & SEEDED AREAS AS REQUIRED. 16. MITIGATE AREAS OF CONCENTRATED RUNOFF THAT COULD POTENTIALLY CAUSE EROSION, IF ENCOUNTERED. 17. INSTALL ADDITIONAL ESC MEASURES, IF NECESSARY TO PREVENT DISCHARGE OF SEDIMENT TO OFFSITE AREAS, 18. DISPOSE EXCAVATED MATERIAL OFFSITE. NOTES: * INSTAL SILT FENCE AT 101ATERALLY FROM THE TOE OF SLOPE AROUND ALL STOCKPILES. * DISPOSAL OF EXCAVATED MATERIAL OUTSIDE OF THE LIMITS OF DISTURBANCE IS NOT PERMITTED. SfTE_RESTORATION ACTIVITIES: 19. COMPLETE FINAL SITE RESTORATION WORK AND VERIFY THAT FINAL STABILIZATION (PERMANENT VEGETATION OR GRAVEL) IS ACHIEVED OVER PREVIOUSLY -DISTURBED AREAS. e 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL THE INSPECTOR WILL EVALUATE THAT EACH MEASURE IS CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VESCH HANDBOOK. A SUMMARY OF THE INSPECTION ITEMS INCLUDE THE FOLLOWING: 2. SILT FENCE SHALL BE INSPECTED FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHAD_ BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALFWAY TO THE TOP OF THE BARRIER TO REDUCE PRESSURE ON THE FENCE AND ALLOW ENOUGH SPACE FOR ACCUMULATION FROM FUTURE RAINFALLS. 3. REAPPLY SEED, MULCH AND FERTILIZER IN AREAS WHERE TEMPORARY SEEDING SEEDLING EMERGENCE IS POOR OR WHERE EROSION OCCURS, AS SOON AS POSSIBLE. DO NOT MOW THE AREAS WHERE TEMPORARY SEEDING IS PRESENT, AND PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE. 4. PERMANENT SEEDING SHALL BE INSPECTED FOR FAILURE AND REPAIRS SHALL BE MADE WITHIN THE SAME PLANTING SEASON, IF POSSIBLE. RE-EVALUATE PLAKMNG MATERIALS, QUANTITIES OF LIME, AND FERTILIZER IF INADEQUATE COVERAGE IS PRODUCED. SRT SNFQ; FRY'S SPRING RAW LAN D 100 WEGMANS WAY CHARLOTTEVILLE, VA 22902 ALBEMARLE COUNTY SYM.1 DBOW1I0141 I DATE 1 IIIc,' 9@ PIAN 06/02/17 P uwwuw mmNomic o -N O mmo 07/27/17 n m C9inw1=m mmimm a 103/3V1-1 SFEFr NmME GRADING DETAILS AND NOTES C -4A � (ZLARKNEXSEN 20. PERFORM PRE -FINAL SITE INSPECTION PRIOR TO REMOVING 1111 E. Main Street, TEMPORARY ESC MEASURES. Suite 1905 Richmond. VA 23219 21. FOLLOWING APPROVAL, REMOVE TEMPORARY ESC MEASURES (SILT 804.644.4690 FENCE, TREE PROTECTION, ETC) AND DISPOSE OF ALL MATERIAL OFFSITE. 22. FOLLOWING SITE RESTORATION, THE ESC INSPECTOR SHALL PERFORM A FINAL SITE INSPECTION. -1 verizon NOTE& * PERMANENT VEGETATION IS CONSIDERED ESTABLISHED IF A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE, AND WILL INHIBIT EROSION. 1831 RADY COURT RICHMOND, VA 23222 * TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SWILL BE REMOVED ONLY AFTER CONSTRUCTION HAS BEEN COMPLETED, FINAL STABILIZATION HAS BEEN ACHIEVED. ,�H op � f� r JUSTIN Y. YOON Lic. No. 42897 O � �SstONAL� MAINTENANCE INSTRUCTIONS 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL THE INSPECTOR WILL EVALUATE THAT EACH MEASURE IS CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VESCH HANDBOOK. A SUMMARY OF THE INSPECTION ITEMS INCLUDE THE FOLLOWING: 2. SILT FENCE SHALL BE INSPECTED FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHAD_ BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALFWAY TO THE TOP OF THE BARRIER TO REDUCE PRESSURE ON THE FENCE AND ALLOW ENOUGH SPACE FOR ACCUMULATION FROM FUTURE RAINFALLS. 3. REAPPLY SEED, MULCH AND FERTILIZER IN AREAS WHERE TEMPORARY SEEDING SEEDLING EMERGENCE IS POOR OR WHERE EROSION OCCURS, AS SOON AS POSSIBLE. DO NOT MOW THE AREAS WHERE TEMPORARY SEEDING IS PRESENT, AND PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE. 4. PERMANENT SEEDING SHALL BE INSPECTED FOR FAILURE AND REPAIRS SHALL BE MADE WITHIN THE SAME PLANTING SEASON, IF POSSIBLE. RE-EVALUATE PLAKMNG MATERIALS, QUANTITIES OF LIME, AND FERTILIZER IF INADEQUATE COVERAGE IS PRODUCED. SRT SNFQ; FRY'S SPRING RAW LAN D 100 WEGMANS WAY CHARLOTTEVILLE, VA 22902 ALBEMARLE COUNTY SYM.1 DBOW1I0141 I DATE 1 IIIc,' 9@ PIAN 06/02/17 P uwwuw mmNomic o -N O mmo 07/27/17 n m C9inw1=m mmimm a 103/3V1-1 SFEFr NmME GRADING DETAILS AND NOTES C -4A � ® CONSTRUCTION NOTES 1. GATE, CORNER, END OR PULL POST 6" X 6' TREATED LUMBER SPACING FOR LINE POSTS IS 8'—O" q TO � MAX s 2. TOP RAIL dt BRACE RAIL: 2" X 4" TREATED LUMBER 3. 1' (NOMINAL) X 6" —6' DOG EARRED FENCE BOARDS. CEDAR PREFERRED. 01 TREATED ACCEPTABLE 4. 1 1/2" MAXIMUM CLEARANCE FROM GRADE 5. 2" FINISH OR AS DETERMINED BY CONSTRUCTION MANAGER DURING BID WALK 6. 4" COMPACT 95% BASE MATERIAL OR AS DETERMINED BY CONSTRUCTION MANAGER DURING BID WALK 6'-0' 7. FINISH GRADE SHALL BE UNIFORM AND LEVEL 8. DUCK BILL OPEN GATE HOLDER. VERIFY LOCATION IN FIELD PRIOR TO INSTALLATION. TYPICAL BOTH SIDES OF GATE 9. GEOTEXTILE FABRIC 10, GATE HARDWARE. MANUFACTURER NOT SPECIFIED AT THIS TIME 11. POST: CONCRETE FOUNDATION (4000 PSI) 8'-0" TYP BETWEEN EACH LINE POST COMPOUND FENCE DETAIL (TMP) NO SCALE GENERAL NOTES INSTALL FENCING PER ASTM F-567 2. INSTALL SWING GATES PER ASTM F— 900 3. LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT SHALL BE COMPLIED IF REQUIRED. 4. USE GALVANIZED (OR BETTER) NUTS, BOLTS AND WASHERS TO MOUNT ALL SIGNS (SECURED THROUGH FENCE BOARDS). Nom. FENCE TO BE STAINED TO JNEW BROWN COLOR SIMILAR TO MONOPOLE, I NO IDR FACILITY TRESPASSING 3 1 I I I VIOLATORS WILL BE PROSECUTED I 11 �ZNO-TRESPASSING SIGN 18" HIGHX 24" WIDE (OPERATIONS PRGVIDED) SIGNAGE NOTES 1. SIGNS SHALL BE FABRICATED FROM CORROSION RESISTANT PRESSED METAL, AND PAINTED WITH LONG LASTING UV RESISTANT COATINGS. 2. SIGNS (EXCEPT WHERE NOTED OTHERWISE) SHALL BE MOUNTED TO THE TOWER, GATE, AND FENCE USING A MINIMUM OF 9 GAUGE ALUMINUM WIRE HOG RINGS (AS UTILIZED IN FENCE INSTALLATIONS) OR BRACKETS WHERE NECESSARY. BRACKETS SHALL BE OF SIMILAR METAL AS THE STRUCTURE TO AVOID GALVANIC CORROSION. 3. VERIZON WIRELESS SITE ID SIGN SHALL BE MOUNTED ON OUTDOOR EQUIPMENT AS DIRECTED BY VERIZON WIRELESS CONSTRUCTION MANGER. TWO—SIDED TAPE SHALL BE UTILIZED AT EACH CORNER ON THE BACKSIDE TO AID PLACEMENT UNIT ADHESIVE SETS. WHITE BACKGROUND W/RED LETTERING IN CASE Of E(uERGENCY WHITE BACKGROUND I N FO R MATI 0 W,WH� W LACK LETTERING W EKING CONTACT: 800-852-2671 SITE: THIS IS AN ACCESS POINT TO AN AREA WITH TRANSMITTING ANTENNAS. WHITE BACKGROUND OBER' ALL PosnNa No BBQ BBM TMs PCW W/BLACK LETTERING WHITE BACKGROUND W/RED LETTERING au VMW 1N55 a t-WD--M-HX FOR MOM WOMM. w� ND STATE: SWITCH: vef7ZOf1 ACK SITE ID: WHITE BACKGROUND W/RED LETTERING WHITE BACKGROUND W/BLACK LETTERING n VERIZON WIRELESS -SITE ID SIGN �, i8" HIGH n INFORMATION SIGN X 24" WIDE (OPERATIONS PROVIDED) 18' HIGHX 24' WIDE (OPERATIONS PROVIDED) FCC TOWER REGISTRATION NO. WHITE BACKGROUND XXXXXXX W/BLACK LETTERING REGISTRATION SIGN TYPICAL SIGNS AND SPECIFICATIONS NO SCALE C.LARXNEXSEN 1111 E. Main Street Suits 1905 Richmond. VA 23219 804.644.4890 verizon " 1831 RAIN COURT RICHMOND, VA 23222 O JUSTN Y. YOON Lic. No. 42897 oNAL SM INF.: FRY'S SPRING RAWLAND 100 WEGMANS WAY CHARLOTTEMLLE, VA 22902 ALBEMARLE COUNTY DESIGN: JVy DRAWN: VVMD REVIEW "1yy TTV DATE- 02/14/17 ODMM. NO. 5833-S72 SU9MFTTALS IAA33cowmom ONION DATEERMR'� VE RAN 06/02/17xutr cormrsucnox 01tww o77z77n 01MwN65 lnv3.(,, s 4wr NAMe FENCE AND SINGAGE DETAILS s1Wr Na: C-5 GROUND BAR CLAMPED TO MONOPOLE UNDER ACCESS PORT —PIPE 3 STO COLUMN (TYP) J2 AWG SOLID TINNED COPPER, CADWELD TO GROUND BAR 3/4" PVC CONDUIT 3/4" PVC CONDUIT (TYP) 12 AWG SOLID TINNED COPPER TO EQUIPMENT GROUND RING (TYP) HYBRID CABLES NEW BOOT 1". --f2 (STANDARD CABLE) A� BRIDGE GROUND 12 AWG GROUND (3) 6" SCHEDULE CONNECTION C") 40 PVC CONDUIT DUCTBANK ICE BRIDGE & DUCT BANK DETAIL FOR 22" X 34" PLOT - 3/4' - l'-0" 0 6" 1' 2' FOR 11' X 17" PLOT - 3/e" = l' -O' r--z�GPS ANTENNA 1/2"0 THREADI 12- LONG (4 PIPE 1 STD, 24" LONG SADDLE CLAMPS, TYP ICE BRIDGE LJ PIPE COLUMN I A� GPS ANTENNA MOUNTING BRACKET FOR 22" X 34" PLOT - 1 1/2" = l' -D" 0 3" 6" 9" 1' ' " " ' " FOR 11 X 17PLOT - 3/4 = l-0 NEI ICBRIDGE do DUCT BANK DETAIL IS INTENDED TO BE REPRESENTATIVE, SHOWING TYPICAL ICE BRIDGE CONSTRUCTION. DEFAIL IS NOT INTENDED TO SHOW JOB SPECIFIC DIMENSIONS FOR CONSTRUCTION. ICE BRIDGE PIPE COLUMN GRIP STRUT I PLANK I I I I 1/a TYP 1/2• U -BOLT (")(may) L3x3x1/4 (TYP)(GALV) GRIP STRUT PLANK CONNECTION DETAIL FOR 22 X 34" PLOT - 1 112" = 1'-0"0 3° 6" 9" 7' FOR 11" X 17" PLOT - 3/4 = 1'-0- C 24" WIDE 12 GA 3" DEEP GRIP STRUT 2'-3 1/2" DIAMOND PLANK OR EQUIVALENT BALL CAP PIPE 3 STD COLUMN (TYP) ANGLE (TYP) (TYP) TRAPEZE KR (TYP) 12 JACKETED, STRANDED 1/2"o U -BOLTS COPPER WIRE TO TWO HOLE LUGS ON BOTH ENDS. Y 0 0 0 0 0 0 0 0 L3X3X1/4 (TYP)--/ ICE BRIDGE CHANNEL - EXTENSION KIT TYP 12 GREEN BONDING JUMPER a HANGERS TO a VARIES TOPE X57 3'-0" MAX TYPICAL STONE A GROUND BAR CLAMPED TO MONOPOLE UNDER ACCESS PORT —PIPE 3 STO COLUMN (TYP) J2 AWG SOLID TINNED COPPER, CADWELD TO GROUND BAR 3/4" PVC CONDUIT 3/4" PVC CONDUIT (TYP) 12 AWG SOLID TINNED COPPER TO EQUIPMENT GROUND RING (TYP) HYBRID CABLES NEW BOOT 1". --f2 (STANDARD CABLE) A� BRIDGE GROUND 12 AWG GROUND (3) 6" SCHEDULE CONNECTION C") 40 PVC CONDUIT DUCTBANK ICE BRIDGE & DUCT BANK DETAIL FOR 22" X 34" PLOT - 3/4' - l'-0" 0 6" 1' 2' FOR 11' X 17" PLOT - 3/e" = l' -O' r--z�GPS ANTENNA 1/2"0 THREADI 12- LONG (4 PIPE 1 STD, 24" LONG SADDLE CLAMPS, TYP ICE BRIDGE LJ PIPE COLUMN I A� GPS ANTENNA MOUNTING BRACKET FOR 22" X 34" PLOT - 1 1/2" = l' -D" 0 3" 6" 9" 1' ' " " ' " FOR 11 X 17PLOT - 3/4 = l-0 NEI ICBRIDGE do DUCT BANK DETAIL IS INTENDED TO BE REPRESENTATIVE, SHOWING TYPICAL ICE BRIDGE CONSTRUCTION. DEFAIL IS NOT INTENDED TO SHOW JOB SPECIFIC DIMENSIONS FOR CONSTRUCTION. ICE BRIDGE PIPE COLUMN GRIP STRUT I PLANK I I I I 1/a TYP 1/2• U -BOLT (")(may) L3x3x1/4 (TYP)(GALV) GRIP STRUT PLANK CONNECTION DETAIL FOR 22 X 34" PLOT - 1 112" = 1'-0"0 3° 6" 9" 7' FOR 11" X 17" PLOT - 3/4 = 1'-0- C 24" WIDE 12 GA 3" DEEP GRIP STRUT 2'-3 1/2" DIAMOND PLANK OR EQUIVALENT BALL CAP PIPE 3 STD COLUMN (TYP) ANGLE (TYP) (TYP) TRAPEZE KR (TYP) I I I I 1 I I=1 -I Z I r• I i • I I "I I- I I 1 CYLINDRICAL I f , CONC FOUNDATION 'L J • ✓- J • a SECTION -ICE BRIDGE A -A FOR 22' X 34" PLOT - 1" = 1'-0' 0 6" 1' FOR 1i" X 17" PLOT - 1/2" = V-0" IT CLARXNGXSEN 1111 E. Main Street. Suite 1905 Richmond. VA 23219 804.644,4690 verizanv/ 1631 RADY COURT RICHMOND. VA 23222 ,yTH OF yrs' JUSTIN Y. Y04N Lic. No. 42897 � ksl r_ AL � art: Iwo: FRY'S SPRING RAWLAND 100 WEGMANS WAY CF LNRLOTTEMLLE, VA 22902 ALBEMARL.E COUNTY 16YN.1 D ESCF4FMN 1 DATE 1 SHffT W W E ICE BRIDGE DETAILS C-6 1/2"o U -BOLTS ? 0 (TYP)(GALV) 0 0 0 0 0 0 0 0 L3X3X1/4 (TYP)--/ 3/4"0 HOLES FOR 1/4" TYP UNIVERSAL SNAP IN HANGERS TO SUPPORT COAX TOPE X57 Tr�� STONE I I I I 1 I I=1 -I Z I r• I i • I I "I I- I I 1 CYLINDRICAL I f , CONC FOUNDATION 'L J • ✓- J • a SECTION -ICE BRIDGE A -A FOR 22' X 34" PLOT - 1" = 1'-0' 0 6" 1' FOR 1i" X 17" PLOT - 1/2" = V-0" IT CLARXNGXSEN 1111 E. Main Street. Suite 1905 Richmond. VA 23219 804.644,4690 verizanv/ 1631 RADY COURT RICHMOND. VA 23222 ,yTH OF yrs' JUSTIN Y. Y04N Lic. No. 42897 � ksl r_ AL � art: Iwo: FRY'S SPRING RAWLAND 100 WEGMANS WAY CF LNRLOTTEMLLE, VA 22902 ALBEMARL.E COUNTY 16YN.1 D ESCF4FMN 1 DATE 1 SHffT W W E ICE BRIDGE DETAILS C-6 E ASTM A53 1/2" BLACK STEEL PIPE SCH 40, GRADE B 3 a TOTAL PIPE LENGTH ABOVE GRADE APPROXIMATELY 8'� 4" CA' STUB UP 4" PVC 3' ABOVE GRADE PIPE BOLLARD (AS REQUIRED BY NFPA AND STATE OR COUNTY INSPECTOR) 1/2" X 3/4" TRANSITION FITTING (SEE NOTE 5) PROVIDE AN INSULATED COPPER TRACER WIRE INSTALLED ADJACENT TO THE UNDERGROUND NON-METALLIC GAS PIPING. ACCESS SHALL BE PROVIDED TO THE END OF THE TRACER WIRE OR THE TRACER SHALL TERMINATE ABOVE GROUND AT THE END OF THE NONMETALLIC PIPING. THE TRACER WIRE SHALL BE NOT LESS THAN 18 WAG AND THE INSULATION TYPE SHALL BE SUITABLE FOR DIRECT BURY. j;'lY�j1:IXr3;IYArIrIiG1i, FIRST STAGE REGULATOR REGO LV3403TR MAXIMUM CAPACITY 1,500,000 BTU AND REDUCES PRESSURE TO 10 PSIG HARM BLOCK INSIDE MISCELUWEOUS CABINET SEE DETAIL LP TANK (500 GALLON) NEW SITE BOSS BELOW STUB UP ® DOME 18' ABOVE 4" CAP / GRADE AND CAP WITH R WEATHERHEAD o I TRACER WIRE L LPG SERVICE TRENCHING INSTALLATION DETAIL NO SCALE FLEXIBLE COUPLING UNION ASTM A53 1" BLACK STEEL PIPE. PIPE LENGTH APPROXIMATELY 8' FROM SECOND STAGE REGULATOR TO THE GENERATOR ASTM A53 1/2" BLACK STEEL PIPE, APPROXIMATELY 4' FROM THE SLEEVE TO THE SECOND STAGE REGULATOR STUB UP 4" PVC 12" ABOVE GRADE DETAIL NO SCALE 1" BLACK STEEL PIPE FROM GENERATOR, COORDINATE EXACT LOCATION OF CONNECTION WITH GENERATOR PROVIDED T -CONNECTION SECOND STAGE REGULATOR REGO LV4403B46R MAXIMUM CAPACITY 935,000 8TU AND REDUCES PRESSURE TO 11" WC UNISTRUr ATTACHED TO CONCRETE PAD SECOND STAGE REGULATOR MOUNTED TO UNISTRUT AND PIPED IN ACCORDANCE WITH 2012 VIRGINIA FUEL GAS CODE SECTION 410, 410.2MP 4" PVC SLEEVE " VALVE INSTALL DRIP LEG IN ACCORDANCE WITH 2012 VIRGINIA FUEL GAS CODE FIG 408.4 UNDERGROUND GI GAS LOM PIPE 216 CFH 3/4" 3OKw LP STAND-BY GENERATOR 540,000 BTU INSTALL DRIP LEG IN ACCORDANCE WITH 2012 VIRGINIA FUEL GAS CODE FIG 408.4 4" SCHEDULE 40 PVC SLEEVE 14t FEEF (1.2 FlTTING MULTIPLIER) 12f FEET TOTAL INCLUDING FITTINGS GAS PRESSURE LEAVING FIRST STAGE REGULATOR - LP TANK 10 PSIG SEE LPG TANK PAD SECTION B -B BELOW "SEE PLAN" LPG TANK PAD DETAIL NO SCALE 6' X 6" - W2.9xW2.9 WWR N 1/2" CONTINUOUS CHAMFER X _—Xx ° NO.57 COARSE AGGREGATE ° °d " I� i 1 I� fi MINIMUM COMPACT SUBGRADE LPG TANK PAD SECTION B -B NO SCALE CLARKNEXSEN 1111 E. Main Street.. Suite 1905 Richmond. VA 23219 804.844.4690 verhwnwl 1831 RADY COURT RICHMOND, VA 23222 LTH 0);;"PI tl -cam VIA / unq i voo Lie. No. 42897 a w SnEINFQ: FRYIS SPRING RAWLAND 100 WEGMANS WAY CHARLOTfEVILLE, VA 22902 ALBEMARLE COUNTY I T -IV DATE: 02!14/17 s" KM WEE WE LP PIPING DIAGRM s1-�T Na: C-7 ASTM D2513, 3/4" POLYETHYLENE PIPE PIPE MATERIAL IN ACCORDANCE (1) 2" CONDUIT WITH 3 WIRE WITH NFPA 20-22 AWG SHIELDED CABLE FROM PROPANE TANK TO SITE BOSS FOR NEW MONITORING CONDUCTOR NOTES, 1. THE LP TANK SHALL BE PLACED WITH MINIMUM SEPARATION DISTANCES REQUIRED BY THE LATEST EDITION OF NFPA 58. 2. THE SEPARATION REQUIREMENTS SHALL BE MEASURED FROM THE POINT OF DISCHARGE OF A CONTAINER PRESSURE RELIEF VALVE, VENT OF A FIXED MAXIMUM LIQUID LEVEL GAUGE ON A CONTAINER, AND THE CONTAINER FILLING CONNECTION TO EXTERIOR SCURCES OF IGNITION. 3. LP TANK SHALL BE INSTALLED BY LICENSED GAS MECHANIC PER AL APPLICABLE STATE AND LOCAL CODES. 4. UPON COMPLETION OF ASSEMBLY, PIPING SYSTEMS (INCLUDING HOSE) SHALL BE TESTED AND PROVEN FREE OF LEAKS AT NOT LESS THAN 1.5 TIMES THE NORMAL OPIERATING PRESSURE PER THE 2012 VIRGINIA FUEL GAS CODE SECTION 406.4.1 5. TRANSITION FITTINGS SHALL BE UNDERGROUND POLYETHYLENE (ATM D2525) CON -STAB® MALE ADAPTERS, BY WAL-RICH CORPORATION, OR EQUAL ALL TRANSITION FITTINGS SHALL BE INSTALLED BELOW GRADE. 6, BACKFILLING OF THE UTILITY TRENCHES SHALL NOT COMMENCE UNTIL THE INSTALLATION OF THE UNDERGROUND GAS SLEEVE IS INSPECTED AND APPROVED BY THE MECHANICAL INSPECTOR. LPG SERVICE TRENCHING INSTALLATION DETAIL NO SCALE FLEXIBLE COUPLING UNION ASTM A53 1" BLACK STEEL PIPE. PIPE LENGTH APPROXIMATELY 8' FROM SECOND STAGE REGULATOR TO THE GENERATOR ASTM A53 1/2" BLACK STEEL PIPE, APPROXIMATELY 4' FROM THE SLEEVE TO THE SECOND STAGE REGULATOR STUB UP 4" PVC 12" ABOVE GRADE DETAIL NO SCALE 1" BLACK STEEL PIPE FROM GENERATOR, COORDINATE EXACT LOCATION OF CONNECTION WITH GENERATOR PROVIDED T -CONNECTION SECOND STAGE REGULATOR REGO LV4403B46R MAXIMUM CAPACITY 935,000 8TU AND REDUCES PRESSURE TO 11" WC UNISTRUr ATTACHED TO CONCRETE PAD SECOND STAGE REGULATOR MOUNTED TO UNISTRUT AND PIPED IN ACCORDANCE WITH 2012 VIRGINIA FUEL GAS CODE SECTION 410, 410.2MP 4" PVC SLEEVE " VALVE INSTALL DRIP LEG IN ACCORDANCE WITH 2012 VIRGINIA FUEL GAS CODE FIG 408.4 UNDERGROUND GI GAS LOM PIPE 216 CFH 3/4" 3OKw LP STAND-BY GENERATOR 540,000 BTU INSTALL DRIP LEG IN ACCORDANCE WITH 2012 VIRGINIA FUEL GAS CODE FIG 408.4 4" SCHEDULE 40 PVC SLEEVE 14t FEEF (1.2 FlTTING MULTIPLIER) 12f FEET TOTAL INCLUDING FITTINGS GAS PRESSURE LEAVING FIRST STAGE REGULATOR - LP TANK 10 PSIG SEE LPG TANK PAD SECTION B -B BELOW "SEE PLAN" LPG TANK PAD DETAIL NO SCALE 6' X 6" - W2.9xW2.9 WWR N 1/2" CONTINUOUS CHAMFER X _—Xx ° NO.57 COARSE AGGREGATE ° °d " I� i 1 I� fi MINIMUM COMPACT SUBGRADE LPG TANK PAD SECTION B -B NO SCALE CLARKNEXSEN 1111 E. Main Street.. Suite 1905 Richmond. VA 23219 804.844.4690 verhwnwl 1831 RADY COURT RICHMOND, VA 23222 LTH 0);;"PI tl -cam VIA / unq i voo Lie. No. 42897 a w SnEINFQ: FRYIS SPRING RAWLAND 100 WEGMANS WAY CHARLOTfEVILLE, VA 22902 ALBEMARLE COUNTY I T -IV DATE: 02!14/17 s" KM WEE WE LP PIPING DIAGRM s1-�T Na: C-7 E R a z x 10' CONCRETE PAD 30"40" CONDUIT SNB -UP OPENING 10' H—FRAME w/ ICE BRIDGE &P 12 I ,n/Arc I � L -- VERIZON WIRELESS EQUIPMENT: I 40 KW LP -CHARLES INDUSTRIES CUBE - 554B231PX2 EQUIPMENT WITH BATTERY CABINET GENERATOR I I - RAYCAP OVP - 12 (RCMDC-6627--PF-48) I I CONTRACTOR PROVIDED EQUIPMENT: THIS IS NOT A COMPREHENSIVE UST. FT SHOULD BE ASSUMED BY THE CONTRACTOR THAT ALL OTHER ITEMS DETAILED IN THIS SET OF DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR. - 18"X18' FIBER JUNCTION BOX, NEMA 3R, CABINET ENCLOSURE WITH WOODEN BACKBOARD, PADLOCK LATCH, AND COMBINATION LOCK. (USE FOR DARK FIBER SITES) - 32" WIDE X 59' TALL X 12" DEEP, ASCO D300L SERIES POWER TRANSFER LOAD CENTER MODEL AA300G-1PH-N-3R - INTEGRATED LOAD CENTER "ILC" WITH COMBINATION PADLOCK. - 22" WIDE X 26" TALL X 20" DEEP, CHARLES INDUSTRIES CUBE-RLIDD3C-A WITH HEAT EXCHANGER (120V) WITH TRIPP-LTTE UPS PART #SM150ORMXL2UTAA INSIDE (ONLY REQUIRED WHEN VzT PROVIDES UT FIBER. UTILITY COORDINATOR MUST VERIFY IF THIS IS NEEDED) COORDINATE ADDITIONAL ENTRY GATE LOCK(S) WITH CONSTRUCTION MANAGER. EQUIPEMENT LAYOUT PLAN SCALE: N.T.S. PROPOSED VERIZON GPS ANTENNA-, (1; LIGHT L2' WIDE ICE BRIDGE Le - ON EACH SIDE, SUPPORTED BY 2 POST MIN ME POST11 -" , = X 12 NOTE: SIDE A 1. SEE CONDUIT CONNECTIONS FOR CABLE/CONDUIT ROUTINGS. H -FRAME RISER DETAILS SCALE: N.T.S. EQUIPMENT H -FRAME POST (TYP) MOUNTED LIGHT SWITCH w/ TIMER ON END POST (TYP) CHARLES BOX FOR INCOMING CENTURY UNK FIBER. NOTE USE OF OUTDOOR LIGHTING SHALL ONLY BE PERMITTED EQUIPME DURING MAINTENANCE H -FRAM PERIOD$ POST # w Cl w m D u) M it u- 0 EQUIPMENT H -FRAME POST #1 (CLOSEST TO BTS EQUIPMENT PAD) 10'-0" 3'-0" 1 3--0" 6" 24" WIDE ICE BRIDGE UNISTRUT PIPE/CONDUIT CLAMP P1119 OR 02558-35 (GALV.) (TYP). FOLLOW MANUFACTURER RECOMMENDATIONS FOR BOLT TORQUE POST MP) _ P1000 1 5/8" X 1 5/8" 12 GAGE CHANNEL STEEL UNISTRUT (TYP) PIPE 3 STD 13'-4" LONG ICE BRIDGE POST (TYP) P2860-10 END CAP (TYP) Alu� ILa. M L l� l'-0"0 CAST -IN-PLACE 4000 PSI (TYP) CONCRETE FOUNDATION (TYP) FINISH SUBGRADE H -FRAME DETAIL 1 SCALE: N.T.S. NOTE: BOTTOM EDGE OF OVP'S SHALL NOT EXCEED 36" ABOVE FINISHED CONCRETE SLAB, rain{ 2' WIDE ICE BRIDGE ON EACH SIDE SUPPORTED BY 2 POST MIN MAINTAIN 15' CLEARANCE ABOVE RRHs CHARLES BOX 1. SEE CONDUIT CONNECTIONS FOR CABLE/OONDUIT ROUTINGS. F CLARKNEXSEN 1111 E. Mein S1reeL Suite 2905 Richmond, VA 23219 804.644.4690 verizonv 1831 RADY COURT RICHMOND, VA 23222 �yTH 0 N o JUSTIN Y. YOON 6j ' Lia. NO. 42897 S`sIONAL Sm �: FRY'S SPRING RAW LAN D 100 WEGMANS WAY CHARLOTT--MLLE, VA 22902 ALBEMARLE COUNTY IsynioeawrloN kDkTnEsa ww m 511E FLAN 2/i7 uw COWR=DN M �M7/17 wL C0161mow 01d1wm 0/19 5HWrN%lM- EQUIPMENT LAYOUT AND NOTES %IEErika: C-8 10 100 in' roNmFw Pan 1o' H—FRAME w/ ICE BRIDGE EQUIPEMENT PLAN SCALE: N.T.S. H—FRAME -FRAME I r--- 8"X29,5" CONDUIT -1 --- —F-� —�--� I I 40 KW LP' J r —0 I GENERATOR I I I II' STUB—UP OPENING IN CONCRETE PAD I APPROXIMATE I : :LOCATION OF 10'X10' II i I I GENERATOR FUEL I' I--- LINE CONNECTION L JI �I-- :—.---•----- --�—i 6" CLARKNEXSEN 1191 E. Main Street. Suite 1905 Richmond, VA 23219 904.644.4690 verizonl. 1831 RADY COURT RICHMOND, VA 23222 FILL VOID WITH 157 GRAVEL AFTER CONDUIT INSTALLATION 1'-0, ��LTH �� � f 8" O +� I PROPOSED CONCRETE PAD—, JUSTIN Y. YOON Lie. No. 42897 NEW CONDUffS "llwilpACTED 057 GRAVEL SrONAL GENERATOR CONDUIT ROUTING DETAIL SCALE N.T.S. EXPANSION ANCHOR DETAIL SCALE N.T.S. '--COMPACTED 157 GRAVEL 7., SNwrND.: EQUIPMENT PAD FOUNDATION C-9 SCALE N.T.S. 6 0t% SITE NO.: FRY'S SPRING RAWL4N D PROPOSED VERIZON 10'X4' 14 REBAR WITH 3" CLEAR FROM CONCRETE PAD (4000 PSI EDGES M. TOP do BOTTOM) CONCRETE) 3" TYP 100 WEGMANS WAY �___'_r_—�—°°------s__--------- i CHARLOTTEVILLE VA m I• °Ie a I T I' I - I.` P `�--air 1 ---T•-----F-=_T---T---T---T--- `T a 22902 ' W _ — i�• . . I I I I ° _ I .1 — —---T---T--T T— .T-----— s+—1 F^ —� ALBEMARLE COUNTY DESIGN: lY1' �' 4, DRAWN: MBL PPVIQIN: JYY —_°-1---I_1f�- I_ L_ — _----- TTVDATE: 00114/17 °� a • i—I. I I a I °" I' • I I I " l a N r COMM. NO. 5833572 9---1------iL--1—.-- —=-1�—=1—.=—LQ--�1_ SUBMITTALS e SYMI. CONI DAn 9 EQUAL SPACES AT 1'-0' PEMKWY SM PLAN 06/02/ zIMNNW WAeIlA 1101 0rozwM 07/27/ & 9ML CC EMKTM GWAYAACS 03/30/ -HILITI" KWIK BOLT 5/8• DIA EQUIPMENT PAD DESIGN STAINLESS STEEL EXPANSION ANCHOR BOLT SCALE N.T.S. 14 AT 12' OC EACH WAY FOR SHIfr WE (YP TOP AND BOTTOM) 3 �NIERATOR /'\ I CONCRETE PAD EXPANSION ANCHOR DETAIL SCALE N.T.S. '--COMPACTED 157 GRAVEL 7., SNwrND.: EQUIPMENT PAD FOUNDATION C-9 SCALE N.T.S. 6 0t% 'ITE PLAN FOR 22" X 34" PLOT - 1" = 5' FOR 11" X 17' PLOT - I" = 10' -_j POWERFELEPHONE RISER DIAGRAM NO SCALE vzw 6 ELECTRICAL NOTES 1. 200A NEMA 3R PTLC ENCLOSURE CONTAINING 120/24OV, 10-3WIRE, PANELBOARD PP -1, 200A ATS AND SURGE PROTECTION DEVICE. 2. 1" FVC (SCH 40) FROM VERIZON WIRELESS ATS TO GENERATOR FOR CONTROL AND ALARMS CIRCUITS. RUN MIN 30" BELOW FINISHED GRADE. 3. 400A RATED, 120/240V, 2 GANG METER SOCKET/CIRCUIT BREAKER, AS MANUFACTURED BY SQUARE D. PROVIDE WITH INTERGRAL PULLBOX AND MIN 200A CIRCUIT BREAKER FRAMES. MOUNT TO H -FRAME STRUCTURE 4. VERIZON WIRELESS EQUIPMENT CABINET. 5. 313/0, 1#6 GND, 2"C FOR VERIZON ELECTRICAL SERVICE IN CONDUIT. 6. VERIZON 20OA/2P SERVICE DISCONNECT CIRCUIT BREAKER AND UTILITY METER. COORDINATE METER INSTALLATION WITH LOCAL UTILITY. COORDINATE SCA AT INSTALLATION LOCATION WITH POWER COMPANY. PROVIDE EQUIPMENT/DEVICE AIC RATINGS GREATER THAN SCA. 7. CENTURY LINK CHARLES BOX, MOUNTED ON H -FRAME B. (2) 2" PVC CONDUIT, WITH 3 -WAY INNERDUCT WITH PULL STRINGS IN EACH INNERDUCT FOR TELEPHONE SERVICE TO VZW EQUIPMENT. RUN MIN 30" BELOW FINISHED GRADE. 9. 314 AND JIOG IN 1-1/2" CONDUIT. PROVIDE 60A -2P CIRCUIT BREAKER IN PP -1. 10. (2) 2" PVC CONDUIT FOR TELCO SERVICE FEEDER. RUN MIN 30" BELOW FINISHED GRADE. STUB UP MIN 12" ABOVE FINISH GRADE OUTSIDE OF FENCE. COORDINATE FINAL TERMINATIONS WITH TELCO PRIOR TO INSTALLATION. 11. (2) 4" PVC CONDUIT FOR LOCAL UTILITY CONNECTION. INSTALL 36" BELOW GRADE, CAP FOR FUTURE USE. COORDINATE FINAL TERMINATION LOCATION WITH LOCAL UTILITY PRIOR TO INSTALLATION. 12. PROPANE TANK ALARM CIRCUITS, SEE CIVIL DETAIL, "LP SERVICE TRENCHING INSTALLATION DETAIL" 13. 313/0, 1#6 GND IN 2"C FOR STANDBY POWER GENERATOR SERVICE. 14. (2) 2110, 1J10 GND BRANCH CIRCUITS IN I" PVC CONDUIT FOR GENERATOR CHARGER AND JACKET HEATER. PROVIDE CONNECTION TO SPARE 20A/lP CB IN PANEL PP -I FOR EACH BRANCH CIRCUIT. 15. GENERATOR PROVIDED BY VERIZON WIRELESS. COORDINATE FINAL ELECTRICAL CONNECTIONS WITH VERIZON WIRELESS. SEE PAD DETAIL ON CIVIL PLANS FOR STUB UP LOCATIONS. 15 PP -1 it CABINET O FINISHED GRADE OR SLAB \ 9 5 2 13 14 L 112/0 SERVICE GRDUNDING ELECTRODE IN 1" SCHED 40 PVC. CONNECT TO SITE GROUNDING SYSTEM. SEE E-2 ABBREVIATIONSC! i AAAA A AMPERE AIC AVAILABLE INTERRUPTING CURRENT 1111 E. Main Street. ATS AUTOMATIC TRANSFER SWITCH Suite 1905 C CONDUIT Richmond. 23219 GRS GALVANIZED RIGID STEEL 804'644'460900 CND GROUND KWH KILO WATT HOUR 0 PHASE X15 P POLE PVC POLYVINYL CHLORIDE AAAJ(��`�. SCA AVAILABLE SHORT CIRCUIT CURRENT TDCW TINNED BARE COPPER WIRE v/ venzon THHN THERMOPLASTIC HIGH HEAT -RESISTANT NYLON -COATED THWN THERMOPLASTIC HIGH WATER-RESISTANT NYLON -COATED TYP TYPICAL UON UNLESS OTHERWISE NOTED 1831 RADY COURT W WIRE RICHMOND, VA 23222 A. ALL EMPTY CONDUIT SHALL HAVE PULL STRING INSTALLED AND SMF` SHALL BE CLEANED OF ALL DEBRIS AND CAPPED (WEATHER FRY'S SPRING TIGHT) AT BOTH ENDS. RAWLAND B. PRIOR TO ANY EXCAVATION, CONTRACTOR SHALL CONTACT "MISS R LMLRIES" AT 811 AND HAVE THEM LOCATE ALL UNDERGROUND UTILITIES 72 HOURSORE DIGGING. ALL DAMAGE RESULTING FROM FAILURE TO CONTACT "MISS UTILITIES" WILL BE AT THE CONTRACTOR'S EXPENSE. IGD WEGMANS WAY C. CONTRACTOR SHALL REPAIR TO ITS ORIGINAL CONDITION, ALL CHARLOTTEMLLE, VA EXCAVATIONS CREATED BY THE UTILITY COMPANY AFTER INITIAL TRENCHING HAS BEEN BACKFILLED AND SETTLEMENT OR COMPACTION OCCURS. O. ALL PERSONNEL WORKING ON THE TOWER MUST COMPLY WITH AMEMARLE COUNTY VERIZON WIRELESS RF EMISSIONS GUIDELINE POLICY. DESIGN: Jyy DRAWN: MBL E. CONTRACTOR SHALL VERJFY THE EXISTING FIELD CONDITIONS. REVIEW.: SLC F. APPROXIMATE CONDUIT RUNS ARE SHOWN, CONTRACTOR SHALL TfVDA71; 02/14117 CHANGE THE CONDUIT ROUTE TO MEET REQUIREMENTS. COMM. NO. 5833-572 SUBMITTALS G. CONDUITS UNDER DRIVEWAYS AND PARKING AREAS SHALL BE yyM DESCFVTKW DATE SLEEVED IN 4" GRS CONDUIT. ■uMwurr sq eux 0eNz/17 H. WORK TO BE DONE IN ACCORDANCE WITH THE 2011 NATIONAL WNW C WMXn7N WMQS 07/27/17 ELECTRICAL CODE. aVX CONSTRLCMx OWMMS O3/30/15 J. PROVIDE COPPER XHHW FOR UNDERGROUND CONDUCTORS. K. PROVIDE COPPER THHN/THWN ABOVE GROUND CONDUCTORS. L INSTALL UNDERGROUND CONDUITS MIN 30" BELOW GRADE IN SCHED 40 FVC CONDUIT UNLESS OTHERWISE NOTED SHEUXAPE COORDINATE m AMPS AT SERVICE ENTRANCE EQUIPMENT LOCATIONFAULTHWITH ORT CUTILLIITYY.. PROVIDE AJC ELECTRICAL SITE RATING FOR SERVICE ENTRANCE EQUIPMENT GREATER THAN PLAN AVAILABLE FAULT AT INSTALLATION LOCATION. N. PROVIDE COPPERHEAD REINFORCED TRACER WIRE ADJACENT TO TELECOMMUNICATION CONDUITS. 00 NOT INSTALL TRACER WIRE IN CONDUIT. TRACER WIRE IS NOT REQUIRED FOR ALARM OR CONTROL CONDUITS. PROVIDE A TRACER WIRE TEST POINT BOX AT EACH END OF THE TRACE WIRE RUN AT THE POINT THE CONDUIT STUBS UP. W-I�TIuo.: E-1 ov. �bslll LEGEND �14 07 Q GROUND ROD Q INSPECTION PORT ' SCOTT LYON CMUSTOPHER —' ■ CADWELD CONNECTION v Y ® v2W UTILITY METER O1 NOTE REFERENCE NUMBER © GENERATOR X15 13 DISCONNECT SWITCH AAAJ(��`�. GENERAL NOTES A. ALL EMPTY CONDUIT SHALL HAVE PULL STRING INSTALLED AND SMF` SHALL BE CLEANED OF ALL DEBRIS AND CAPPED (WEATHER FRY'S SPRING TIGHT) AT BOTH ENDS. RAWLAND B. PRIOR TO ANY EXCAVATION, CONTRACTOR SHALL CONTACT "MISS R LMLRIES" AT 811 AND HAVE THEM LOCATE ALL UNDERGROUND UTILITIES 72 HOURSORE DIGGING. ALL DAMAGE RESULTING FROM FAILURE TO CONTACT "MISS UTILITIES" WILL BE AT THE CONTRACTOR'S EXPENSE. IGD WEGMANS WAY C. CONTRACTOR SHALL REPAIR TO ITS ORIGINAL CONDITION, ALL CHARLOTTEMLLE, VA EXCAVATIONS CREATED BY THE UTILITY COMPANY AFTER INITIAL TRENCHING HAS BEEN BACKFILLED AND SETTLEMENT OR COMPACTION OCCURS. O. ALL PERSONNEL WORKING ON THE TOWER MUST COMPLY WITH AMEMARLE COUNTY VERIZON WIRELESS RF EMISSIONS GUIDELINE POLICY. DESIGN: Jyy DRAWN: MBL E. CONTRACTOR SHALL VERJFY THE EXISTING FIELD CONDITIONS. REVIEW.: SLC F. APPROXIMATE CONDUIT RUNS ARE SHOWN, CONTRACTOR SHALL TfVDA71; 02/14117 CHANGE THE CONDUIT ROUTE TO MEET REQUIREMENTS. COMM. NO. 5833-572 SUBMITTALS G. CONDUITS UNDER DRIVEWAYS AND PARKING AREAS SHALL BE yyM DESCFVTKW DATE SLEEVED IN 4" GRS CONDUIT. ■uMwurr sq eux 0eNz/17 H. WORK TO BE DONE IN ACCORDANCE WITH THE 2011 NATIONAL WNW C WMXn7N WMQS 07/27/17 ELECTRICAL CODE. aVX CONSTRLCMx OWMMS O3/30/15 J. PROVIDE COPPER XHHW FOR UNDERGROUND CONDUCTORS. K. PROVIDE COPPER THHN/THWN ABOVE GROUND CONDUCTORS. L INSTALL UNDERGROUND CONDUITS MIN 30" BELOW GRADE IN SCHED 40 FVC CONDUIT UNLESS OTHERWISE NOTED SHEUXAPE COORDINATE m AMPS AT SERVICE ENTRANCE EQUIPMENT LOCATIONFAULTHWITH ORT CUTILLIITYY.. PROVIDE AJC ELECTRICAL SITE RATING FOR SERVICE ENTRANCE EQUIPMENT GREATER THAN PLAN AVAILABLE FAULT AT INSTALLATION LOCATION. N. PROVIDE COPPERHEAD REINFORCED TRACER WIRE ADJACENT TO TELECOMMUNICATION CONDUITS. 00 NOT INSTALL TRACER WIRE IN CONDUIT. TRACER WIRE IS NOT REQUIRED FOR ALARM OR CONTROL CONDUITS. PROVIDE A TRACER WIRE TEST POINT BOX AT EACH END OF THE TRACE WIRE RUN AT THE POINT THE CONDUIT STUBS UP. W-I�TIuo.: E-1 ov. �bslll d X E NOTES THIS SHEET ONLY 1, BELOW GRADE GROUND RING BONDS AND CONNECTIONS WILL BE EXOTHERMIC WELDS, NO EXCEPTIONS. 2. GROUND CONDUCTORS FROM GROUND RING TO FRAME OR EQUIPMENT WILL BE RUN IN 3/4' PVC CONDUIT AND SEALED WITH SILICONE. 3. CONNECTIONS TO GROUND BAR WILL BE HIGH PRESSURE CRIMPED LONG BARREL 2 -HOLE LUG. TYP TOWER (SEE ELEVATION VIEW FO�EXACi TOWER GROUND RING E :SPECIFICATIONS. ER EQUIPMENT BE INSTALLED PER E OF 7HE PLAN IS Y, FOR ACTUAL LAYOUTREFER TO CML SITE GROUND RING SCHEMATIC NO SCALE EQUIPMENT CABINET GENERATOR ® PLATFORM GROUND RING PLAN NOTES 12 BARE, TINNED SOLID COPPER GROUND 30' BELOW GRADE (MIN), O2 CONNECT TO PERIMETER GROUND RING. 3Q BOND EACH POST OF EQUIPMENT FRAME TO GROUND RING. ® LEAD FROM ICE BRIDGE TO BOTTOM OF TOWER GROUND BAR. Q 12 GROUND CONDUCTOR TO GENERATOR GROUND BAR. © INSPECTION PORT 6' DLA PVC SCHEDULE 40 WITH COUPLING & CAP (2 REQ'D) OPPOSITE ENDS (TYP OF 2). SEE DETAIL THIS SHEET. 0 CADWELD CONNECTION tTYP). © CADWELD TO TOWER GROUND RING (TYP OF TWO). O9 CADWELD TO EACH ICE BRIDGE POSE (TYP). 10 CADWELD TO TOWER GROUND RING (TVP OF TWO). 11 TIN COATED TOWER GROUND BAR FASTENED WITH THEFT PROOF STAINLESS STEEL HARDWARE. 12 GROUND ROD. SEE DETAIL THIS SHEET 13 UNDERGROUND GROUND RING SPLICE, SEE DETAIL THIS SHEET. 14 /2 EQUIPMENT GROUND BAR CONDUCTOR MP OF 2). 15 12 EQUIPMENT CABINET CONDUCTOR (TYP OF 2). 16 #2 BARE, TINNED SOLID COPPER GROUND 30' BELOW GRADE (MIN). BOND GENERATOR GROUND RING TO EQUIPMENT GROUND RING. 17 EQUIPMENT PAD. 18 GROUND BAR. 19 #2 GROUND CONDUCTOR TO PROPANE TANK TO PERIMETER GROUND. EXOTHERMIC WELD, 2 REQUIRED AT EACH SPLICE #2 TINNED SOLID COPPER GROUND CONDUCTOR f2 TINNED SOLID COPPER / GROUND CONDUCTOR UNDERGROUND RING SPLICE DETAIL NO SCALE JIM BOND METALLIC OBJECTS LOCATED WIIHIN 6' OF VERIZON WIRELESS EQUIPMENT. iol CLAi?_K-_EXSEN_, 1111 E. Main Street. Suite 1905 Richmond. VA 23219 804.644.4590 verizon� 1631 RADY COURT RICHMOND, VA 23222 ,�t,Tli DF SCOTT LYON CHRISTOPHER Lie. No, 033035 GRADE z M EXOTHERMIC WELD FRY'S SPRING RAWLAND GROUND CONDUCTOR, /2 TINNED SOLID COPPER IDD WEG MANS WAY CRA CITTEVILLE, VA DRIVEN COPPER CLAD 22902 GROUND ROD 3/4" x 10' (SEE NOTE) ALBEMARLE COUNTY DESIGN: JYY NOTE: DPo4WN: MBL PROVIDE ADDITIONAL GROUND RODS AS REQUIRED REVIEW: SLC TO ACHIEVE MAXIMUM 5 OHMS RESISTANCE. TW DATE: QV14/17 COMM. NO, 5833572 GROUND ROD DETAIL SUBMrfrus NO SCALE SYM, oESCRFrx)N DATE 11 LMWM' WE PAW 06/02/17 2 WKWr CCIWRCTM R WN&S 07/27/17 6" PVC PLUG mxstauAToa oMW1wa oa/w/13 FINISHED GRADE 6' PVC COUPLING (THREADED) 12 AWG TINNED BARE COPPER WIRE TESTING LOOP, CADWELD TO SHEETWE GROUND RING N VDLUPCSCHELE40 PIPE GROUNDING TENrRACE OF GROUND PLAN RING eo co GROUND RING TRENCH BOTTOM 3/4" K 10' GROUND ROD 94W NM: INSPECTION PORT DETAIL E-2_ NO SCALE >� 1 T 1� s E : li = CADWELD c GROUND WIRE s 8 PVC SLEEVE FOR S GROUND WIRE SEAL OPENING AROUND CABLE USING SILICONE COMPOUND s TO TOWER - GROUND RING i -TOWER LEG r TOWER CAISSON r GRADE GROUND LEAD WITH PVC SLE NOT TO SCALE GENERAL NOTES r-LARKNEXSEN 1. #2 TINNED COPPER GROUND WIRE ABOVE THE GRADE SHALL BE SHEATHED IN 3/4" GRAY PVC CONDUIT. SEAL TOP WITH 1111 E. Main Street. GRAY 20 YEAR SILICONE CAULK. INSTALL CONDUIT TO Suite 1905 CADWELD CONNECTION AT GROUND RING. Richmond. VA 23219 T.....__.... -- -- 604.644.4690 2. INDICATED DRAWING LOCATIONS ARE FOR SCHEMATIC PURPOSE 1 ONLY, EXACT LOCATION SHOULD BE VERIFIED BY CONTRACTOR. L I 3. GROUND RING TO BE PLACED A MINIMUM DISTANCE OF 2' ` FROM ANY CONCRETE FOUNDATION. I 4. FENCE 70 BE CONNECTED TO GROUND RING AT CORNERS verizon - 1 WITH CADWELD AT FENCE POST AND GROUND ROD. 1 5. TOWER LEG TO BE CONNECTED TO GROUND ROD IN TOWER 1831 RACY COURT 1 RING. CADWELD TO TOWER LEG, 3' ABOVE BASE PLATE. l RICHMOND, VA 23222 — 6. GATE LEAF TO BE CADWELDED TO GATE POST WITH #2 WELDING CABLE. �1� op Lr 7. CADWELD A 12 LEAD FROM GATE POST TO GATE POST. 'NN� J° I 8. ALL GROUND LEADS TO GROUND RING CONNECTIONS SHALL i BE AT A GROUND ROD. tee, I 9. PRIOR TO ANY EXCAVATION, CONTRACTOR SHALL CONTACT C SCOTT LYON CHRISTOPHER �1 1 "THE ONE CALL CENTER" AT 811 72 HOURS BEFORE DIGGING L' I AND HAVE THEM LOCATE ALL UNDERGROUND UTILITIES. ALL LiG. No. 033035 DAMAGE RESULTING FROM FAILURE TO CONTACT "MISS UTILITIES" WILL BE AT THE CONTR4CfOR'S EXPENSE. r �30 �,5`5'1O'1T'0" It ®CONSTRUCTION NOTES j 1. #'2 TINNED SOLID COPPER TOWER GROUND RING. N I 2. INSPECTION PORT. SEE DETAIL, SHEET E-2. , 1 3. GROUND ROD (TYP). SEE DETAIL, SHEET E-2 SUE AM! II 4. 12/0 TINNED SOLID COPPER. FRY'S SPRING 11 5. 1/4" x 4" x 12" TOWER BOTTOM TINNED COPPER GROUND RAWLAND BAR. MOUNT AT TOWER CROSSBAR WITH ANTI -THEFT I I HARDWARE. j 6. #2 TINNED SOLID COPPER GROUND WIRE FROM GROUND RING TO TOWER GROUND BAR (TYP OF 2). 100 WEGMANS WAY l 7. 12 TINNED SOLID COPPER GROUND WIRE FROM TOWER CHARLOTfEMLLE, VA I GROUND RODS TO TOWER. (TYP CF 3). SEE DETAIL, THIS 22902I SHEET. L ` a. NOT USED. ALBEMARLE COUNTY I 9. 12 TINNED SOLID COPPER TO NEW SERVICE STAND (TYP OF DESIGN: UYY EACH POST). DRAWN: MBL REVIEN. SLC 1 I 10. 12 TINNED SOLID COPPER PERIMETER GROUND RING. TrYDATE, 09/14/17 1 11. SERVICE GROUND, SEE POWER/TELCO RISER DIAGRAM, COMM. NO. 5833-5n 1 SHEET E-1. SUBMITTALS L SYM DESCFPnoN DATE I MW : R M 91E PUN 06/02/17 I I :RELUMW MWW:1 DN UWMI M 07/27/17 I a COWSIMIC11pN oWOWNGS 03/30/111 I 1 1 JAI1 JAI I 1 1 T 9iEEiNMIE 1 GROUNDING SITE I PLAN I 4- GRAPHIC SCALE(S) FOR 22" X 34" PLOT - I" = 1O' u 5' 10' 20' FOR 11' X 17" PLOT - 1" = 20' 51-IEEF NR: E-3 ,� s CHARLES CABI ® PLATFORM CONDUIT NOTES FIBER CONDUITS ® 2" CONDUIT FROM CHARLES CABINET TO THE EQUIPMENT CABINET. OB 1-1/2' CONDUITS FROM EQUIPMENT CABINET TO THE OVP 12. AC POWER CONDUITS © 1-1/2" CONDUIT FROM THE ILC TO THE EQUIPMENT CABINET. O 1-1/2' CONDUIT FROM GENERATOR TO BOTTOM OF ILC. OE 1" CONDUIT FROM THE ILC TO THE GENERATOR HEATER AND CHARGER. O 2' CONDUIT FROM SERVICE DISCONNECT TO BOTTOM OF ILC. © (2) 1-1/2' CONDUIT FROM THE EQUIPMENT CABINET TO THE OVP 12 OH 1" CONDUIT FROM ILC TO LIGHT SWITCH, LIGHTS AND GFI RECEPTACLE. 0 1' CONDUIT FROM ILC TO CHARLES CABINET. Oj 1-1/2' CONDUIT FROM THE ILC TO THE EQUIPMENT CABINET FOR FUTURE RECTIFIERS. ALARM MISCELLANEOUS CONDUITS CABLES [ K 1 1' ALARM CONDUIT FROM ILC TO GENERATOR. © 1" CONDUIT FROM ILC TO EQUIPMENT CABINET. NOTES: 1, ALL DMIOR CONDUIT SHALL BE SEALTIGHT (LFMC) OR RIGID GALVANIZED CONDUIT W/MYRES HUBS. 2. WHEN EQUIPMENT FRAME IS INSTALLED ADJACENT TO CABINET PAD, INTERCONNECTING CONDUITS SHALL BE INSTALLED AT OR ABOVE GRADE. 3. BELOW GRADE CONDUIT SHALL BE SCHEDULE 40 PVC. ABOVE GRADE CONDUCT SHALL BE GALVANIZED RIGID CONDUIT. BELOW GRADE PVC CONDUIT SHALL TRANSITION TO GRC PRIOR TO RISING ABOVE GRADE. ALL BENDS SHALL HAVE A MINIMUM 24" RADIUS, ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. VERIFY CONDUIT TYPE WITH LOCAL CONSTRUCTION MANAGER AND ADJUST AS NECESSARY. ALL CONDUIT SHILL MEET NEC, STATE, AND LOCAL CODE REQUIREMENTS AS REQUIRED. i CLARKN__ _,SEN 1191 E. Main Street. Suite 1905 Richmond, VA 23219 804,644.4690 verizon,/ 1831 RADY COURT RICHMOND, VA 23222 �fV111 II ofo a SCOTT LYON CHRISTOPHER Lie. No. 033035 gmNn; FRY'S SPRING RAWLAND 100 WEGMANS WAY CFMLOTTEVILLE, VA 22902 ALBEMARLE COUNTY ST7. DE4OWMN DATE 1. �LMP1Vi S0E PWI 06/02/17 /�2 MWRy CON57RWIl01f pAMINCS 07/27/17 L\ NL COKi1mmN wmli 5 03/30/18 SHEET NAME CONDUIT CONNECTION SHWr W.: