Loading...
HomeMy WebLinkAboutSDP201900038 Plan - Other (not approved) 2019-05-30 W • E CLARK72 SHADWELL NEXSEN S 1111 E.Main Street, 3 Suite 1905 Richmond,VA 23219 7. E911 Elsoa.saa.asso " PARCEL •. 3646 RICHMOND ROAD KESWICK, VA 22947 verizoni DIRECTIONS TO SITE: 1831 RADY COURT FROM cooDEs BRIDGE SWITCH: PROJECT DESCRIPTION RICHMOND, VA 23222 TURN RIGHT TOWARD ELK R. FOR 0.4 MILES. TURN RIGHT ONTO US-360 E/HULL ST RD FOR 0.3 MILES. TAKE RAMP INSTALLATION AND OPERATION OF ANTENNAS AND ASSOCIATED �' '� RIGHT FOR VA-150 NORTH TOWARD POWHITE PKWY FOR 3.4 MILES. TAKE RAMP RIGHT AND FOLLOW SIGNS FOR ..� �► STRAIGHTVA-76-TOLL NORTH O O 1-950R 2.6 MILES. KEEP LEFT TO STAY ON VA-76 N FOR 2.3 MILES. TAKE RAMP FOR 1-64 W FOR 56.8L1�E�A FOR XIT0129, TAKE KEEP RAMP RIGHT EQUIPMENT IN A RAWLAND SITE 44_ SN. H OF �r''. TOWARD KESWICK/BOYD TAVERN FOR 0.3 MILES. TURN LEFT ONTO BLACK CAT RD FOR 0.6 MILES. TURN RIGHT ONTO US-250/RICHMOND RD FOR 2.2 MILES. ARRIVE A 3636 RICHMOND RD, KESWICK, VA 22947 (EASTON'S FURNITURE) UTIUTIES INFORMATION: 2 WORKING DAYS EMERGENCY INFORMATION: 1' �CA- POWER: DOMINION i, BEFORE YOU DIG LOCAL FIRE AND EMERGENCY SERVICES - (888) 667-3000 TOLL FREE (434) 971-1765 JUSTIN Y.YOON "' TELEPHONE: CENTURY LINK MISS UTILITY LOCAL EMERGENCY POUCE DISPATCH 9 (800) 769-0110 (434) 971-1765 fi Lic.No.42897 �"'rt o PROJECT TEAM �,�j /� �jCzI �G REAL ESTATE: CHAR FRECKMAN PHONE NUMBER (434) 996-4473 ���� ��, t^ dy ,, eett.S�AAe `N. ZONING' STEPHEN WALLER PHONE NUMBER (434) 825-0617 ''1 SIONAL „• PROJECT SITE i CONSTRUCTION: STEW POOLE PHONE NUMBER (540) 290-6704 a�4 4 A�►�� 1111114 UTILITIES: RICK GUSSON PHONE NUMBER (804) 658-6871 ENVIRONMENTAL CONSULTANT. ANDREW HENDRICKS PHONE NUMBER (703) 478-0055 SITE INFO.: 11 su SUB. NO DESCRIPTION BY DATE SUB. NO. DESCRIPTION BY DATE SHADWELL 1 PRELIMINARY SITE PLAN REV #0 JYY 06/01/16 5 REVISED FINAL APPLICATION DRAWINGS REV #1 JYY 09/05/17 �>� 2 ENSITE DRAWINGS REV #0 JYY 03/06/17 6 REVISED FINAL APPLICATION DRAWINGS REV #2 JYY 01/17/18 RAWLAND A rea; 3 APPLICATION DRAWINGS REV #0 JYY 03/16/17 7 REVISED FINAL APPLICATION DRAWINGS REV #3 JYY 02/09/18 ',pt� q FINAL APPLICATION DRAWINGS REV #0 JYY 03/27/17 8 REVISED FINAL APPLICATION DRAWINGS REV4 JYY 03/22/19 3646 RICHMOND RD KESWICK,VA A & E CONSULTING TEAM PROJECT SUMMARY I INDEX OF DRAWINGS 22947 _÷,,,, ® ARCHITECTURE AND ENGINEERING: PROPERTY OWNER: Sheet Number Sheet Title ALBEMARLE COUNTY LOCAL MAP NOT TO SCALE North CLARK NEXSEN EASTON, AUCE S. GENERAL 513 CO URT OURT DESIGN: JYY E 8000 TOWERS CRESCENT DRIVE, SUITE 1350 CHARLOTTESVILLE,RWICKVA 22901 G-1 COVER SHEET DRAVVN: YVMD VIENNA, VA 22182 PROJECT MANAGER: JUSTIN YOON, PE G-2 GENERAL NOTES AND REVIEW: JYY TELEPHONE: (703) 822-4846 APPLICANT INFORMATION: TIVDATE: 05P CONCRETE.EQUIPMENT PAD QyI6 VERIZON WIRELESS CML DETAILSCOMM.NO. 5833 446 1831 RADY COURT SUBMITTALS ...00 s - RICHMOND, VA 23222 C-1 SITE SURVEY ';.-_" >:,b CONTACT: MARC CORNELL + ,r.••" a TELEPHONE: (804) 548-4079 C-1A TREE INVENTORY STYM' DESCRIPTION DATE pREDLOWr GOSIRUC1011 DRAWINGS REV 10 06/01/16 ,,,,e ° :`� SURVEY' FAX NUMBER: (804) 321-0398 C-1B AREA MAP z ENSITE DRAWINGS REV ID 03/06/17 g d CAUSEWAY CONSULTANTS, P.C. C-2 ENLARGED SITE PLAN 3 APPUCATION DRAWINGS REV/0 03/16/17 oc-x `a4 'F LAND SURVEYOR'S C-3 ELEVATION VIEW . FINAL APPLICATION DRAWINGS REV p 03/27/17 P.O. BOX 15039 CHESAPEAKE, VA 23328 PROJECT DATA: C-4 GRADING PLAN s REMSED TIME APPLICATION MKS REV+1 09/05/17 il e.°,°m ZONING RA, EC C-4A ENLARGED GRADING PLAND s RP IRA OVATION DR WNV Pa tz 01/1 Z/16 PROJECT a„ CONTACT: ED WHITE, LS e' TELEPHONE: (757) 482-0474 TAX MAP# 071A1-00-OC-00300 z REWSEDFIYLWPI1G10NDRAWINGS REV►3 02/09/18 8 SITE v r ACREAGE 1.00 AC C-4B ENTRANCE PING PLAN AND JURISDICTION ALBEMARLE COUNTY saDCA ale 03/22/19 '4 SITE TYPE RAWLAND C-4C DETAILS SHEET NAME: It.°a' TOWER TYPE MONOPOLE C-5 FENCE AND SINGAGE ;> 3 �,.^°" TOWER HEIGHT 100.5'± AGL C-6 ICE BRIDGE DETAILS COVER SHEET R �� g� OVERALL, LEASE RHHAEIGHT ,0 '600 SFAGL C-7 EQUIPMENT LAYOUT AND NOTES V S%� P oa �‘ry � AREA OF LAND DISTURBANCE 5032 SF C-8 CONCRETE PAD DETAILS o GEOGRAPHIC COORDINATES:TITUDE: 38' 00' 31.0482• N (NAD 83) as' LONGITUDE: 78' 22' 18.5534. W (NAD 83) 3 CAN e�ume. sna°1sA1 ELEVATION: 409.3' (NAVD 88) 0", _....-> 4� .. ® 1 8 p° ADA COMPLIANCE: SHEET NO.: N FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. SHEET TOTAL' G- 1 VICINITYMAP NOT TO SCALE North SITE WILL NOT BE SERVED BY CITY SEWER OR WATER. 15 GENERAL NOTES CONCRETE NOTES CLARKNEXSEN 61 1. COORDINATE THE WORK OF OTHER TRADES INCLUDING, BUT NOT UMTTED TO, THE REQUIREMENTS 1. CONCRETE CONSTRUCTION SHALL COMPLY WITH PROVISIONS OF THE FOLLOWING CODES, FOR SLEEVES, INSERTS, HOLES, AND ANCHORS. SPECIFICATIONS, AND STANDARDS: AMERICAN CONCRETE INSTITUTE (ACI) 301-05, SPECIFICATIONS 1111 E.Main Street. FOR STRUCTURAL CONCRETE; ACI 318-08, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL Suite 1905 2. REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT DRAWINGS TO THE ENGINEER PRIOR CONCRETE". Richmond,VA 23219 TO BEGINNING WORK IN AREAS THAT WILL BE AFFECTED. 804.644.4690 2. CONCRETE SHALL BE NORMAL WEIGHT, 6% PLUS OR MINUS 1.5%AIR ENTRAINED AND HAVE A 3. DETAILS APPLY NOT ONLY WHERE SPECIFICALLY INDICATED OR REFERENCED, BUT ALSO IN ALL MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI UNLESS OTHERWISE NOTED. OTHER CASES WHERE THE NATURE OF THE CONSTRUCTION REQUIRES THEIR USE. DETERMINE APPUCABIUTY FROM DESCRIPTIVE TITLES OR FROM THE SIMILARITY OF A CONSTRUCTION 3. CONCRETE MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: CONDITION TO ANOTHER CONDMON WHERE THE DETAIL IS SPECIFICALLY INDICATED OR REFERENCED. PORTLAND CEMENT ASTM C 150, TYPE 1 verizoni FLY ASH ASTM C 618, CLASS F 4. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND SUPERVISION OF THE WORK (NOT TO EXCEED 15% ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. OF CEMENT BY WEIGHT) NORMAL WEIGHT AGGREGATES ASTM C 33 1831 RADY COURT 5. REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS SHOP DRAWINGS UNDER ANY WATER POTABLE RICHMOND, VA 23222 CIRCUMSTANCE. AIR-ENTRAINING ADMIXTURE ASTM C 260 WATER REDUCING ADMIXTURES ASTM C 494, TYPE A 4 RETARDING ADMIXTURE ASTM C 494, TYPE B EXCAVATION NOTES WATER-REDUCING AND RETARDING ADMIXTURES ASTM C 494, TYPE D • �,��.T El Op i�',►� ACCELERATING ADMIXTURE ASTM C 494, TYPE C H j�j 1. SELECT ALL MATERIAL: ASTM D 2487 SOIL CLASSIFICATION GROUPS GW, GP, GM, SW, SP, AND HIGH-RANGE, WATER-REDUCING ADMIXTURES ASTM C 494, TYPE F HIGH-RANGE, WATER-REDUCING ASTM C 494, TYPE G y SM, OR A COMBINATION OF THESE GROUP SYMBOLS; FREE OF WASTE, FROZEN MATERIALS, AND AND RETARDING ADMIXTURES -'- ..--209` VEGETATION, WITH LESS THAN 5 PERCENT BY WEIGHT OF STONE. STONES SHALL BE NO LARGER THAN 1-1/2 INCHES IN ANY DIRECTION. 4. REINFORCING STEEL SHALL BE DEFORMED BARS IN ACCORDANCE WITH ASTM A 615, GRADE 60. o Y0014 2. FOUNDATIONS SHALL NOT BE PLACED ON FROZEN GROUND. REINFORCING MARKED CONTINUOUS SHALL BE LAPPED IN ACCORDANCE WITH ACI 318. Lic.No.42897 5. WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A1064. LAP ONE FULL MESH SPACING 1: 3. DESIGN ALLOWABLE SOIL BEARING PRESSURE IS 2000 PSF ON SUITABLE RESIDUAL SOIL OR d I AT PROPERLY COMPACTED SELECT ALL THE ALLOWABLE SOIL BEARING PRESSURE IS AN ASSUMED PLUS TWO INCHES AND TIE. f VALUE. A GEOTECHNICAL INVESTIGATION WAS NOT CONDUCTED AS PART OF THIS PROJECT. SELECT 6. SUPPORT REINFORCING AND WELDED WIRE REINFORCEMENT ON METAL CHAIRS OR BOLSTERS. �+� �� FILL SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE STANDARD PROCTOR MAXIMUM DRY �y DENSITY (ASTM D-698). 7. MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE IN ACCORDANCE WITH ACI 318 UNLESS �1 4SfANAL ►� 4. PRIOR TO PLACING FOUNDATION CONCRETE, THE CONTRACTOR SHALL HIRE A TESTING OTHERWISE INDICATED. a, ., � LABORATORY AND GEOTECHNICAL ENGINEER UCENSED IN THE STATE OF NORTH CAROUNA. THE 8. ALL COLD WEATHER CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 306R, "COLD WEATHER UCENSED ENGINEER SHALL VERIFY THE SUPPORTING SOILS ARE CAPABLE OF SUPPORTING THE CONCRETING.' DESIGN ALLOWABLE SOIL BEARING PRESSURE AND SUBMIT A TEST REPORT FOR APPROVAL PRIOR TO CONSTRUCTION. 9. ALL HOT WEATHER CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 305R, "HOT WEATHER SITE INFO.. CONCRETING.' S H AD W E LL STEEL NOTES 10. CURING COMPOUND SHALL COMPLY WITH ASTM C 309, TYPE I, CLASS B. 1. ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE AISC "SPECIFICATION FOR 11. ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED 3/4" OR AS INDICATED. RAW LAN D STRUCTURAL STEEL BUILDINGS" DATED MARCH 9, 2005, INCLUDING CURRENT REVISIONS AND "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" DATED MARCH 18, 2005. 2. STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE FOLLOWING: 3646 RICHMOND RD WIDE FLANGE SHAPES ASTM A992 KESWICK,VA SQUARE AND RECTANGULAR HSS ASTM A500 GRADE B FY=46 KSI 22947 ROUND HSS ASTM A500 GRADE B FY=42 KSI CHANNELS, PLATES AND ANGLES ASTM A36 THREADED ROD ASTM A36 ALBEMARLE COUNTY HIGH-STRENGTH BOLTS ASTM A325 ANCHOR RODS ASTM F1554 GRADE 36 DESIGN: JYY E PIPE ASTM A53 GRADE B DRAWN: WMD SEW: m 3. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT-DIP GALVANIZED. TN DATE: 05/7OC/16 COMM.NO. 5833-446 SUBMITTALS SYM. DESCRIPTION DATE t PRELIMINWN CONSTRUCTOR CRAMS REV/0 06/01/16 2 ENSRE DRAWINGS REV/0 03/06/17 o s APPLICATION DRAWINGS REV/0 03/16/17 s FNV.APPLICATION DRAWINGS REV/0 03/27/12 i s ma)Flit/PPIWOR MKS REV 11 09/05/17 e REVISED NIL AMMO DRAMS REV/2 01/17/18 > REDSED FIPPL A PL 1ST(CAMS REVµ 02/09/18 REY6ED FNIt RPPLICIION DWININCS REV It 03/22/19 SHEET NAME: GENERAL NOTES AND CONCRETE EQUIPMENT PAD .4. DETAILS a SHEET NO.: ,.. G_.2 ABBREVIATIONS SURVEYOR'S NOTES CLARKNEXSEN 0, DIA DIAMETER EZBFO BATTERY BACKUP CABINET LTE LONG TERM EVOLUTION PSIG POUNDS PER SQUARE INCH GAUGE 1. TOPOGRAPHIC SURVEY PERFORMED BY CAUSEWAY # NUMBER (F) FOUND MAX MAXIMUM R/W RIGHT OF WAY A/C AIR CONDITIONING FFE FINISHED FLOOR ELEVATION MHz MEGAHERTZ RD ROAD CONSULTANTS, P.C. P. O. BOX 15039. CHESAPEAKE, 1111 E.Main Street, 905 ADA AMERICANS WITH DISABILITIES ACT ARM FLOOD INSURANCE RATE MAP MIN MINIMUM SCH SCHEDULE DATE:VIRGINIA, 23328-50394. PHONE: 757-482-0474. SURVEY Suite E DATE: MAY 10, 2016. Richmond,VA 23219 3 AFG ABOVE FINISHED GRADE GIS GEOGRAPHIC INFORMATION SYSTEM MI MILE SF SQUARE FOOT/FEET AGL ABOVE GROUND LEVEL GPIN GRID PARCEL IDENTIFICATION NUMBER N NORTH ST STREET804.644.4690 " ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS GPS GLOBAL POSRIONING SYSTEM NW NORTHWEST STD STANDARD 2. COORDINATESINGTATI AND ELEVATIONS SHOWN WERE ESTABLISHED x AVE AVENUE ICC INTERNATIONAL CODE COUNCIL NAD NORTH AMERICAN DATUM TBM TEMPORARY BENCHMARK USING STATIC GPS OBSERVATIONS, POST PROCESSED C, C/L CENTERLINE ID IDENTIFICATION NAVD NORTH AMERICAN VERTICAL DATUM T-PED TELEPHONE PEDESTAL THROUGH N AND N OPUS, U.SSUE AND CO, FOR D TO / NAVD 88 NAD 83, .S SURVEY FOOT, FOR THE CFH CUBIC FEET PER HOUR IFGC INTERNATIONAL FUEL GAS CODE NFPA NATIONAL ARE PROTECTION ASSOCIATION TTV TECHNICAL TEAM VISIT VERTICAL DATUM AND HORIZONTAL COORDINATES,C.L.D. CENTERUNE DITCH INC INCORPORATED NO NUMBER TYP TYPICAL RESPECTIVELY, USING U.S. ARMY CORPS OF ENGINEERS verizon‘i CMP CORRUGATED METAL PIPE INV INVERT OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION VA VIRGINIA CORPSCON SOFTWARE, VERSION 6.01. CONC CONCRETE INFO INFORMATION P/P POWER POLE VDOT VIRGINIA DEPARTMENT OF TRANSPORTATION D.B. DEED BOOK L/P LIGHT POLE/LAMP POST P.B. PLAT BOOK W WEST 3. NO SUB-SURFACE INVESTIGATION WAS PERFORMED BY DWG(S) DRAWINGS LP UQUID PROPANE PE PROFESSIONAL ENGINEER WB WILL BOOK CAUSEWAY CONSULTANTS, P.C. THIS SURVEY DOES NOT 1831 RADY COURT ELEV ELEVATION LP UNEAR FEET P/PG. PAGE WC WATER COLUMN ENODE B RF CABINET LLC LIMITED LIABILITY CORPORATION P/L PROPERTY UNE YDS YARDS GUARANTEE THE "EXISTENCE OR NONEXISTENCE" OF RICHMOND, VA 23222 EOE EXISTING OVERHEAD ELECTRIC LS LAND SURVEYOR PROJ. PROJECT UNDERGROUND UTILTDES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, CONTACT MISS UTILITY AT 1-800-552-7001 4 v TO CONFIRM THE LOCATION OR EXISTENCE OF �� 'b UNDERGROUND UTILITIES. �Ad ,A,'T H Op ►►► 4. THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF A TITLE ��� try REPORT AND MAY NOT DEPICT ANY OR ALL EASEMENTS O Gr THAT MAY AFFECT THE PROPERTY. =7r - '2 • 5. PROPERTY IS SUBJECT TO ALL EASEMENTS AND o �JUSTINY.YOON v \ SEE TREE INVENTORY, RESTRICTIONS OF RECORD. SHEET C-1A 6. THIS SURVEY DOES NOT REPRESENT A BOUNDARY SURVEY. LTC.No.42897 THE RIGHT-OF-WAY, PROPERTY UNE AND/OR EASEMENTS ' / -.7/' 'Cii SHOWN HEREON REPRESENT A COMPILATION OF RECORDED 0 115' RADIUS FALL ZONE J DEEDS, PLATS, G.I.S. RECORDS AND TAX MAPS. , .,�,, �� ' gI,q \ 7. THE AREA OF THE PROPOSED CELL TOWER APPEARS TO LIE SIO, LP. 84D4AI 0., ✓R UNDO PARR 2 / - T ! 4 WITHIN FLOOD ZONE "X" ACCORDING TO THE FEDERAL '�'44,. �'� ��►� • O.B. 4252, F. 170 EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD & &i ZONED RIPARCEZ ro I / � '' INSURANCE COMMUNITY NUMBER 51003C 0325 D DATED 079A1-00-0C-01900 Ill ,. FEBRUARY 4. 2005. 8. THE EXISTENCE OF HAZARDOUS WASTE, VEGETATED SITE INFO„ \ i S. WETLANDS, OR TIDAL WETLANDS, WAS NEITHER 1 \\ D.B. 02� PG 6B0INVESTIGATED, NOR CONFIRMED DURING THE PERFORMANCE SHADWELL Q • 04WRA\ ��10 o1e� \ ARCEL 21>-00-OC-OOJ00 ',\ OF THIS SURVEY. \ \ / t+ 10t's0 ,00Too RAWLAND �\ p0 vci.C1 / 3.lOTyir"p1' �� o / O PI6E`1D ® LEASE NOTES 3646 RICHMOND RD \, KESWICK,VA , Q \� AUCE E / 1. NEW VERIZON WIRELESS 20' INGRESS/EGRESS AND UTIUTY 22947 O.B. 1026, AS 0 RIGHT-OF-WAY ZONED R9 PARp2-10 ALBEMARLE COUNTY \ 2. NEW VERIZON WIRELESS 1600 SF LAND SPACE DESIGN: JAW E SIGHT DISTANCE EXCEEDS 610' DRAWN: : JAW a , 4:::::::::::::::::::2, y . "'--, \ TTV DATE: 05/7006 �- LEGEND COMM.NO. 5833-946 SUBMITTALS sI S R I AUCE EXISTING ymt. DESOVP ION DATE �C/T D.B. 875, PG 250- \ 2 )-, ZONED C7 ............ CONCRETE aaaiwwn CONSTRUCTION MKS REV p 06/01/16 L SO PAkCa 10. 07941-00-0C 015010 -- PROPERTY UNE z ENSRE DRAWINGS REV 00 03/06/17 o 3 APPLICATION DRAWINGS REV/0 03/16/17 7 J —•— • — LEASE AREA nNa wauanoN oRAwaxs RLv p o3/2 7/17 EASEMENT , REV&ED FORE�aaEA1lu1 ORP RS ya,I 09/05/17 NSEE ENTRANCE PLAN, BUILDING (FOOTPRINT) "�D Dot"PPL"A0MO1A'"�"VD 01/17/16 SHEET C-4B7 7 REVISED row.APPISAROx WNW REV 13 D2/09/1E1 8 NNY XX FENCE a Rem D nw�APPLICATION DRAWS REV H o3/zz/I S i SHEET NAME: = y TREEUNE /14/ EDGE OF PAVEMENTSITE SURVEY ' EDGE OF GRAVEL rA r�O0 CONTOURS OVERHHEAD ELECTRIC SIGHT DISTANCE EXCEEDS 610' `���\� AL O MONOPOLE POWER POLE i RURAL AREA SETBACK GRAPHIC SCALE(S) 1 SITE SURVEY FRONT: 75' I � SIDE: 25' FOR 22" X 34" PLOT - 1" = 75' 0 75' 150' SHEET 11 FOR 11" X 17" PLOT - 1" = 150' ITIlnil C. . 1 REAR: 35' 1E���' NOTES 40 1�� �� CLARKNEXSEN 1. EXTREME CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING r TREES THAT ARE TO REMAIN 1111 E.Main Street, 'APLE 2. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OR SuiteRichmond,VA 905 S COMPENSATION OF DAMAGED TREES i (277)TWIN I L . 804.644.4690 23219 L-_J \\ \ J \ s - 255I 8 N ,4"E,th.'. �'' 3. SITE SHALL BE MAINTAINED IN ACCORDANE WITH A TREE e CONSERVATION PLAN TO BE PREPARED BY A CERTIFIED s ') o G ARBORIST, AS REQUIRED BY SEC. 5.1.40(C)(4) J \ , .--- 4. TRIM EXISTING BRANCHES THAT ENCROACH INTO THE FENCED venzon 5J / IN COMPOUND AREA. �, ® LEASE NOTES A , ��z� -- t'1 RE 1831 RADY COURT Q 1 \ RICHMOND, VA 23222 p /I <,...--. )^� - 1. NEW VERIZON WIRELESS NON—EXCLUSIVE 20' WIDE V V .,, I TRF[E'4R"'DAk� / �CS\ ` INGRESS/EGRESS AND UTILITY RIGHT-OF-WAY ��� ,rH O ►�► ' / l O \ 2 NEW VERIZON WIRELESS 0 SQUARE FEET LAND SPACE • 1,60 '�\+ Lr RRL\ _..(Ar / boo p _ '�G: .00��� � ��- TREE INVENTORY I '/7USIIlVY.YOON NUMBER SPECIES CALIPER AGL HEIGHT CANOPY HEIGHT aL / Lic.No.42897 ,,> •< / \ ��0 t •�o�0► // (162) TWIN OAK 12" 73' 479' AMSL " [1-�},I g 1 i < \ (166) OAK 15" 76' 481' AMSL O ., /° �4.'` .` (177) OAK 28" 91' 499' AMSL • �•c9 ► N 14"OAK \ �' © (182) OAK 20" 71' 475' AMSL '��4 Cl,.SJ� L .►►► , i7 / \.-G (199) HOLLY 15" 43' 443' AMSL �� 1 v _ A / / e,- REFERENCE TREE OM( 30. or sowN11SL 7 V 30'Q4!( *(235) DEAD MAPLE 24" 61' 471' AMSL sm INFO.: / d �o(233) / *(237) OAK 12" 51' 461' AMSL SHADWELL /\k (239) MAPLE 8" 51' 462' AMSL v �� (241) OAK 14" 90' 500' AMSL RAW LAN D o // �� (243) OAK 14" 84' 493' AMSL < (245) OAK (247) OAK 12" 52'92' 461' AMSL �� 3646 RICHMOND RD 12" 499' AMSL KESWICK,VA (249) TWIN MAPLE 6" 29' 490' AMSL 22947 —�, (251) MAPLE 6" 40' 452' AMSL (253) TRI. OAK 48" 82' 495' AMSL ALBEMARLE COUNTY 6" 33' 446' AMSL DESIGN: JYY (255) CEDAR DRAWN: VVMp ,rw,,� 7_' �)�L,- LOD rLOD -- / 1, G� (257) PINE 12" 85' 499' AMSL REVIEW: JYY ) \�I'6_ Dc O 1 M TTV DATE: O5AWI6 (259) PINE 2" 85' 500' A SL�� v 11----1—[-- COMM.NO. 5833-446 Eicn (,-<. � s"04k o (261) TRI. OAK 36" 87' 500' AMSL SUBMITTALS —1 _ TN. DESQUPTION DATE (263) OAK 10" 78' 489' AMSL g 1 PREIIYINARY COASTRXXRD6 Mee REV W 06/01/16 (265) OAK 12" 77' 488' AMSL , ENSCE DRAWINGS REV/0 03/06/17 o 7- * (267) TWIN OAK 24" 43' 453' AMSL S APPLICATION DRAWINGS REV 10 03/16/17 a nNV.APPLIGTION DRAWINGS REV�0 03/27/17 1:- " o (269) OAK 14" 74' 488' AMSL , REv6Eo a*(WVtr lax WINGSDRUM REV 0 09/05/1727 (273) OAK 12" 86' 500' AMSL ' REVISED D 1wIEp MOWS re R D1/17/16 .- ro /// (275) MAPLE 8" 56' 470' AMSL REv�n`iWt 10M DRAMS oz/o9/16 e REVSED Ns.APPIJMON DRAWS REV p 03/22/19 --- - N vl �// - (277) TWIN ELM 16" 45' 459' AMSL SHEET NAME: / CI o *TOTAL TREES TO BE REMOVED: 3 TREE INVENTORY NOTES: N. of 2. TR1. EERENCE DRIP NESE IS ARE IDENTIFIED TOABOVE SCALE.IN BOLD. v 3. TARGET TREE HEIGHT INFORMATION OBTAINED BY BUCKET 13 I // -_ � o i� TRUCK TREE HEIGHT SURVEY DATED 01/16/16. 1rP'�, N, o GRAPHIC SCALE(S) g `.\ I ,-/ SHEET NO.: O TREE INVENTORY FOR 11"X 17" PLOT - 1- = 20' 0 5' 10' 20' c_ 1 A o o (# I CONSTRUCTION NOTES ��p ���` a CLARKNEXSEN 8 �, `__� 1111 E.Main Street. \\N - 1. OF TOWER: / - - A �—' Suite 1905 s O A00 LA1TPJDE: N: 38'-00.-31.0482" (NAD 83) LONGITUDE: W: 78'-22'-18.5534" (NAD 83) Richmond,VA 23219 $ /// \N.5.. \ /T 804.644.4690 � ELEVATION: 409.3' (NAVD 88) \ 2. 2000' RADIUS FROM c.,OF TOWER / n � N. '� / `` O O \N. \ 3. EXISTING DWELLING/BUILDING (rIP) verizont .______, v s: o OO 0 \ .20 \,\ "---:: \la RICHMOND1831 DVA�3222 O \\ ...4�c�,4►tiTH OF p 00� o O o Q \ O � r'E O _ 4 21 0 - \ �o ]USTQ1 Y.YOON \. C _ ,o0 O 0 \ Lic.No.42897 O 0 \ ,�, w /— ;! O o o \ © ass j �:�' 0 ON L vq" /�� L O. : \ �'�-- 1 •�444 Al' ,. s . O O 0 1`I _ _ /' gO J O 1 SITE INFO.: 0 O © .� •oo too SHADWELL a O -B0 400 40 ;00 _ � o O _ I RAW LAN D O 6 Nllioiopp49° , , O O� _400 3646 WCHMOND RD VA t p00 O o o Q ° / C ALBEMARLE COUNTY /� DESIGN: E ` --� < lO -- R Leo - DRAWN: \� REVIEW: 'cG O 00 l i -; �', R TTVDATE: OSAWI6 c• ❑ COMM.NO. 5833-446 ` 0 / `60_ SUBMITTALS CE4 \ $ �o 3/s 0 O 1 ' o / SYM. DESCRIPTION DATE JSS J O ii eo \ O PREIAYAR/CON5191CDON ORNWIGS REV/0 06/01/16 $ 5 - o ' 2 ENSITE DRAWINGS REV/0 03/06/17 J> y ^ _ O n m '�o o .i6 Q W y APPLICATION DRAWINGS REV/D 03/16/17 i �� Fl .�, 4 4," �`" .1 360. / •3Bo • FINAL APPLICATION DRAWINGS REV/0 03/27/17 _ ° s T. g � ' � 4' O � / o s REIGED nAt APPL1D11p1 SRAM REV H 09/05/17 N J J / 6 O 6 REWSED FAX IIPPL A1p1 O INGS 16.V/2 01/17/18 rA .50 }60O � T KASED MIL APPLIGigN moo REV/3 02/09/18 \ N ( -. 6 RENSED MIL APPLYATpN DRAMS REV 11 03/22/19 goy 4P : I �, SHEET W WE: Ta 0 \ O /�j N \ 350 360 365__J J t 3,0 ,,i10 —_30- -. }75 AREA MAP a \ A O y / " U \ 360 64' 0 1 / s 360 �� GRAPHIC SCALE(S) d 'b \ 350 '0 . ^ 370 3j5 S10 (+\38O .0" y60 M o N. e -- / c '41 '`5 FOR 22"X 34' PLOT - 1' = 250' 0 250' 500' \ 365 FOR 11"X 17. PLOT - 1. = 500' IIMI fi 8 3+ \ • 3+0 ❑ / e SHEET NO.: o / H 41 \ r m'a.� - / 4 `rb ❑ \ 06 '// 305 J� ® t 4' 1 /® ® ® J„ "' �y ,^q 350 C ■ B J ... 350 �S 3� s `, , NOTES e �,� CIARKNEXSE_N N 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL ASSUME 19 THE RESPONSIBILITY OF LOCATING ANY UNDERGROUND 1111 E.Main Street, - ��j\ UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST AND CROSS Suite 1905 \ THROUTHGHE THE AREA OF CONSTRUCTION POTHAT ARE NOT SHOWN Richmond.VA 23219 8 ON THESE PLANS. BEFORE YOU DIG, CALL "MISS UTILITY" AT 804.644.4690 ire, 1 \ V ' \ \ / ,- - L REPAIRING, AT HIS EXPENSE, ANY EXISTING(UTILITIES DAMAGED x �, / /�A ; \ DURING CONSTRUCTION. 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE / \ 0 l INSTALLED BY CONTRACTOR IN ACCORDANCE WITH THE LATEST \ EDITION OF VIRGINIA EROSION AND SEDIMENT CONTROL VerIZOnin If / • ../ C C' HANDBOOK BEFORE LAND DISTURBANCE COMMENCEMENT AND -I i ( . LL r I CHECKED PERIODICALLY TO ENSURE THEY ARE FUNCTIONING / ��I AS INDICATED. 1831 RADY COURT \,,,,,___, �_ \ RICHMOND, VA 23222 F \ 1 6`� c 3. THE STOCKPILING OF EXCESS MATERIAL ON SITE WILL NOT BE / ALLOWED. v. .. / � \ 4. ANY VEGETATED AREA DISTURBED BY CONSTRUCTION SHALL ' \�,T H Op ►► / A/40/ BE THE RESPONSIBILITY OF CONTRACTOR TO SEED AND ' y ► . j� / © Jj\ ESTABLISH A PERMANENT VEGETATIVE COVER. / / \ i� ,\ 5. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS �� \ OF CONSTRUCTION. SAFETY IS THE RESPONSIBILITY OF THE 'Z. �" _ \ - \ CONTRACTOR. ALL WORK SHALL BE PERFORMED IN O '' JUS IN Y.YOON / - ACCORDANCE WITH OSHA REQUIREMENTS. U 9 /'/ �� 'Z `• /- 6. THE CONTRACTOR IS RESPONSIBLE FOR SITE LAYOUT AND � � \\ Lic.No.42897 /. r� CONSTRUCTION STAKING. LOCATION OF EXISTING STRUCTURES I / /I • / �'1 . AND UTILITIES MUST BE CONFIRMED BY THE CONTRACTOR. I / i ! . j I a/-,'h �. '��f 7. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH �� \ m� '� A ALL LOCAL STATE, AND FEDERAL CODES OR ORDINANCES. •���SSI OtTA� �`�,►� A� 6 / 8. THE INDICATED DIRECTION OF NORTH WILL HAVE TO BE �4�� ���►� \ \% \ o 'V709,3A7 © \ 041111110 / VERIFIED IN THE FIELD. \ -- •---� - `�I c a 6 ® LEASE NOTES \ �. ```�� , 27 %A,--,, SUE INFO.: • lEA1 23�s/) 0 1. NEW NGRESS/EGRESSN RELESS AND UTILITY RIGHT -WAY IVE 20' WIDE SHADWELL ^\ [WI y 2, " OAK , •" 2. NEW VERIZON WIRELESS 1,600 SQUARE FEET LAND SPACE RAWLAND 67 \.. 0 . I I CONSTRUCTION NOTES o \ •..--.c 10 3646 RICHMOND RD r\ El \ iC 1. NEW VERIZON WIRELESS 10' UTILITY H—FRAME WITH ICE BRIDGE. /� REFERENCE TREE KEsv2947ICK,VA y� \\ --, __�—/i / \\ ♦i l // 2. NEW VERIZON WIRELESS 40' X 18' WOODEN FENCED COMPOUND 22947 / 30 OAK \ 3. NEW CHARLES CABINET FOR CENTURY LINK - \. \ \/ \\ \ ALBEMARLE COUNTY (233) 4. NEW VERIZON H-FRAME WITH METER AND DISCONNECT DESIGN: WASi \ . NEW VERIZON 12'WIDE GATE DRAWN: JAW Is \\ \\ REVIEW: ,Jyy \ \ 6. NEW VERIZON WIRELESS 5'± LF ICE BRIDGE TTV DATE 05/)OC/16 \ COMM.NO. 5833-446 © \ 8 \\ \ 7. NEW VERIZON WIRELESS COMPOUND GRAVEL SUBMITTALS \ \\ \\\ 0 8. NEW VERIZON WIRELESS 12' WIDE GRAVEL ACCESS ROADsym' DESCRIPTON RATE \ \ _PREUMIMRY communal mums REV l0 0e/01/16 \ 9. NEW VERIZON WIRELESS 9' X 18' VEHICLE 2 ENSITE DRAWINGS REV#0 03/06/17 \\ PARKING/RJRN-AROUND s APPLICATION DRAWINGS REV/D 03/16/17 \ \ AWN APPLICATION DRAWINGS REV - \ \\ \\ 10. s _REMO Mt PPPDATON DRAINS 0 JO 09/05/17 NEW VERIZON WIRELESS 30 KW DIESEL GENERATOR ON 4' X 8' \ CONCRETE PAD MINED MIL N'PE1dmmN CRAVINGS REV 12 01/17/18 \ \ \ t I 2 REVISED RI*N9 ONA DRININGS REV 13 02/D9/18 2 I e FMB FIN4 eo.ATRM CRWINGS REV I4 03/22/19 \ i 7 SHEET NAME: -13 1 I ENLARGED SITE 3 I I I GRAPHIC SCALE(S) PLAN I I FOR 22"X 34" PLOT - 1" = 5' 0 5' 10' : I ! 9 FOR 11" X 17" PLOT — 1" = 10' IM 3 I I I 8 I I I SHEET NO.: ENLARGED SITE PLAN I r 0-2 E O _ ,- TOP OF TOWER APPURTENANCES (LIGHTNING ROD) - - - - 18" MAX TO POLE TO40 ELEVATION = 102.5't A.G.L. [512'± ANSI.] \ 18" MAX BACK O�F ANTENNA C L A R K N E X S E N 8 0 TC9 OF T OF ANTEN 1 INAS 1111 E.Main Street, ELEVATION = 100.5't A.G.L [510't AWL] vCr - 11 Suite 1905 ,' (6) NEW VERIZON WIRELESS FLUSH MOUNTED PANEL ANTENNAS $ Richmond,VA 23219 ELEVATION = 96'f A.G.L ® RAD 804.644.4690 b st..--'� Ll r NEW VERIZON WIRELESS OVP'S AND RRH'S ( ' ANTENNA REFERENCE TREE IDENTIFIED AS 30" OAK -r a - - - - - - - - (TYP OF 6) HEIGHT = 500' AMSL. ]jH]] ELEVATION = 86'± A.G.L. I ■ 1 verizonv RICHMOND,1831RADY VACOURT 23222 - NEW VERZON NNtElESS 100.5'A.G.L MONOPOLE V MOUNTING COLLAR •HEIGHT INCLUDES ABOVE GROUND FOUNDATION AND BOLT HEIGHTS. (TYP OF 3) ► -�J SEE DETAIL 2, THIS SHEEP. •4 LIrH Op �►b 1 Z--- \ r .... • V. 1 ► 40 �, - — ,._ . u NST1N Y.YOON v 0 MONOPOLE NEW ANTENNAS Lic.No.42897 1%-_-P. Q . s s:, �N, SUPPORTING REMOTE � ., � � 0 L\ 058• RADIOBOX HEADS AND ovP q, /I i wW v ', - [RRH: 26"(H)x12"(W)x7"(D) �1 q b, `� I— — OVP: 23"(H)x16"(W)X10"(D)] �` t�sjo L ►► :.,' NA ► -, PIPEMOUNT (TYP) - - O0 t I °� '" Ill� - L .111* n ENLARGED VIEW SITE � U ANTENNA BRACKET SHADWELL NO SCALE TOWER BOLTS �--- VALMONT/VIEPR° 1: (' ) ) r--- ,uI, UWS6-NP ANTENNA MOUNT RAW LAN D ANTENNA PLAN VIEW (86' RAD CENTER) _IIII= a mmim NO SCALE ii:i:i, 3646 RICHMOND RD KESWICK,VA � *TA ioolw;• •• . '• ._7) o o c-�� 22947 w ,4<< �� .. . , •� �r ALBEMARLE COUNTY ENLARGED VIEW DRAWN: MD S NO SCALE REVIEW, JYY TTV DATE: 05/XX/I6 NOTES COMM.NO. 5833-446 SUBMITTALS 4 SYM. DESCAIPf10N DATE 2.1 q D 1. NO COMMERCIAL ADVERTISING MATERIAL WILL BE USED IN , PRELWINwr 1 ,RUNGS REV 10 06/01/16 CONJUNCTION WITH THE NEW TOWER. : ENSIrE DRAWINGS REV/0 03/06/17 41 REFERENCE TREE a APPLICATION DRAWINGS REV f0 03/16/17 2. LIGHTNING RODD WILL NOTEXCEED 2' ABOVE THE TOWER AND FINAL APR1DQgN DRAWINGS REV/0 03/27/17 s REV6ED RAIL APRDIRA DRAWINGS REV 11 09/05/17 3. MONOPOLE, ANTENNAS, MOUNTS AND ALL NEW GROUND s REMO ANN APPUCAPON WRONGS REV 12 01/17/15 EQUIPMENT WILL BE PAINTED TO COUNTY APPROVED COLOR, , 106E0 0NN APPLJADON DRAWS RV 13 02/09/18 SHERWIN WILLIAMS (16090) JAVA BROWN a REV5E0 INN.APPLICATION OPA,NINR REV It 03/22/19 i NEW VERIZON WIRELESS VFP DEPLOYABLE NEW VERIZON WIRELESS 4. NO POINT ON THE BACK OF THE ANTENNA SHALL BE MORE SHEET WINE: PLATFORM ICE BRIDGE THAN 18 INCHES FROM THE FACE OF THE MONOPOLE. AS DETAILED IN THE ANTENNA PLAN VIEW PROVIDED ON THIS SHEET ELEVATION VIEW 3 NOTE: NEW VERIZON n.;IPIIII IEi IF c01 L aj 5. ALL VERTICAL CABLES, WIRES, AND SIMILAR ATTACHMENTS SHALL FENCE NOT SHOWN FOR CLARITY WIRELESS GENERATOR-\ + _J� BE RUN VERTICALLY WITHIN THE MONOPOLE'S STRUCTURE EI-_; I 1 30" MAX .I , ANTENNA NOTES I I I 1. ANTENNAS WILL BE INSTALLED USING A MODIFIED .L- l I. FINISHED GRADE 0 TOWER AMSL 1 FLUSH-DESIGN WITH LOW-PROFILE MOUNTING BRACKETS. / ::..:�.A�"�. ELEVATION = [409'-6't]MISL / / TOWER FOUNDATION DESIGNED BY OTHERS� 2. FINAL MOUNTING DESIGN MAY VARY SLIGHTLY DEPENDING ON SHEET NO.: 1 AVAILABILITY AND SPECIFIC MANUFACTURER. ELEVATION VIEW 3. PROPOSED ANTENNAS - COMMSCOPE JAHH-65C-R3B C3 e' NOT TO SCALE DIMENSIONS - 95.71H) X 13.8"(W) X 8.2"(D) ® LEASE NOTES EROSION AND SEDIMENT 0 CONTROL NOTES CLARKNEXSEN _ s /'^.0� 1. NEW VERIZON WIRELESS 20' INGRESS/EGRESS AND UTILITY /— RIGHT-OF-WAY Suite 1905 1111 E. m Street, 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL a r \ EROSION AND SEDIMENT CONTROL PRACTICES WILL BE J Richmond,VA 23219 /00 _ 2. NEW VERIZON WIRELESS 1600 SF LAND SPACE 0 / — . ' STANDARDS�AND SPEC FlCATIONS OFOTHE VIRGINIA NEROSION AND 804.644.4690 // \_ SEDIMENT CONTROL HANDBOOK AND THE VIRGINIA EROSION AND O CONSTRUCTIONNOTES SEDIMENT CONTROL REGULATIONSAC25 8 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE -ID.' vertzorrir Q��// // , �`�� I. NEW VERIZON WIRELESS 12' WIDE GRAVEL ACCESS ROAD PLACED PRIOR TO OR AS THE FIRST STEP IN CONSTRUCTION. _�;) V `` / 3. THE CONTRACTOR SHALL APPLY PERMANENT OR TEMPORARY SOIL / ?Oy / STABIUZATION TO ALL DENUDED OR DISTURBED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE Y COURT ' /�� // SITE. SOIL STABIUZATION MUST ALSO BE APPLIED TO DENUDED RICHMIONDD,VA 23222 ' // �t AREAS WHICH MAY NOT BE AT FINAL GRADE BUT WHICH WILL / �/ REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. SOIL ,.. / . / STABILIZATION MEASURES INCLUDE VEGETATIVE ESTABLISHMENT, 4�' �'► --'- \ ///:j p MULCHING AND THE EARLY APPUCA11ON OF GRAVEL BASE 4 Z,TH Op '. / MATERIAL ON AREAS TO BE PAVED. lire. A '' / REFERENCE TREE 4. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL CI // \ O"OAK MEASURES EVERY 2 WEEKS AND AFTER EACH RUNOFF PRODUCING o r z� o �o(233f E„:„\\ EFFFEFALL EVENT. ANY CTIVENESSS OF THE EROSION CONTROLDEVIC REPAIRS TO ES AND N CLE EANUP 0 f �~ 'L \, 1 OF SEDIMENTATION ARE THE RESPONSIBILITY OF THE CONTRACTOR db"fQ1Y-h00N ;� AND SHALL BE MADE IMMEDIATELY. // \V 5. THE CONTRACTOR SHALL LIMIT SITE ACCESS BY CONSTRUCTION lic-No.42897 \� o VEHICLES TO ENTRANCES PROTECTED BY A STONE CONSTRUCTION • w V of ENTRANCE (VESCH STD. & SPEC. 3.02) OR AN APPROVED 0 - w �OQ COMPARABLE CONTROL MEASURE. SEDIMENT SHALL BE REMOVED �� ��� \ 001 FROM PAVED AREAS ON A DAILY BASIS. s 1 i `SIOsNAL L• ___— 6. NO STOCK PILES OF SOIL ALLOWED ON SRE. ♦ ►►► • I !I- 7. THE CONTRACTOR SHALL MONROR AND TAKE PRECAUTIONS TO ♦♦ ♦•• \ / WATTEER, MUDLCH OR CHEMIC L DUST ADHESIVES NVD CONTROF OL OF - f_ -.++� CONSTRUCTION SITE TRAFFIC. sr�INFO.: 8. EFFLUENT FROM DE-WATERING OPERATIONS SHALL BE FILTERED I SHADWELL N ORBOEANDCHAR NPOINTG LOD ' LOD AP �� GED IN - ADVERSELY AFFECT ADJACENT PROPERTIES, WETLANDS, WATERWAYS - o O'-- oI 1 OR THE STORM DRAINAGE SYSTEM. RAW LAN D I �r '/ O 9. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND I MAI J MEASURES TO PREVENT EROSION ANDmSEDIMENTA ONNANCE OF ANY ADDONALLAS DETERMINED NECESSARY BY THE PLAN APPROVING AUTHORITY. 3646 RICHMOND RD J o �,1- 10. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE KESWICK,VA - - - NOT TO BE REMOVED UNTIL ALL DISTURBED AREAS ARE 0 • 22947 / o STABILIZED. AFTER STABIUZATION IS COMPLETE, ALL MEASURES if__ �i'T SHALL BE REMOVED WITHIN 30 DAYS. TRAPPED SEDIMENT SHALL 1:11s _ ,; / BE SPREAD AND SEEDED. ALBEMARLE COUNTY ro / r 440 / DESIGN: JYY _ =' o // DRAWN: WMD REVIEW: jyy ION n J / TTV DATE: OS/10VI6 I .'04h' / / 0 ei JO C E & S LEGEND COMM.NO. 5833-446 4 ---_---- n01) / SUBMITTALS o /X/ —,-� DIRECTION OF OVERLAND FLOW �• DESCROMON DATE _- - / • + PI61YMRl ca61XUCIeN DRAMS REV t0 06/01/16 .- V// 0 ----'" ,1 —SF— SILT FENCE ENSITE DRAWINGS REV/0 03/06/17 r P CD PERMANENT SEEDING APPLICATION DRAWINGS REV/o 03/16/17 -=I il'" N1 PPUCQgN DRYINGS REV ICI03/z7/17 o {�/' — GRASS SWALE CENTERLINE sD oTU wPuamN WAGS Ev p 09/05/17 NNN 0 'l a REV6E0 01M//PPII RTON DPAVIGs eV 1z 01/17/18 :2_,- --} _---- • �i� �' —LOp-- LIMITS OF DISTURBANCE REVEED NV wnrAmNUMWwsREvp oz/09/16 - / j SLOPE PERCENTAGE ' RENTED nxa "pN o"""Na I4 03/22/19 SHEET NAME o /" ' S51.4 1 SPOT ELEVATION GRADING PLAN 3 - ;�w —Tp— TREE PROTECTION y o — — — — NEW GRADING UNE -- - 1 �Dl 1 GRAPHIC SCALE(S) SHEET NO. 8E1r'7/N; ÷ 1 GRADING PLAN FOR 11 X" X 7" PLOT - 1" = 10' 0 s' 10' 20' C._4 FOR 11" 7" PLOT - 1" = 20' eliel • / @ LEASE NOTES10 ),1 °n CLARKNEXSEN ." f °° NEW VERIZON WIRELESS 20' INGRESS/EGRESS AND UTILITY 1111 E.Main Street. / RIGHT-OF-WAY Suite 1905 / °°� Richmond,VA 23219 rn/ �j \ j 2. NEW VERIZON WIRELESS 1600 SF LAND SPACE 804.644_4690 / °° # CONSTRUCTION NOTES / �- °s aoss °° /-- \ 1. NEW VERIZON WIRELESS 12' WIDE GRAVEL ACCESS ROAD ver'z��/ ..----. __-,v-•'''''-'. .„....>2 .."--. •;•;•..•;•:• ---------_ ---\ \'20 i .• .: i_•- 1831 RADY COURT �i \ � RICHMOND, VA 23222 /a�j �� �• ; ; ,•'.\VIH of k. -----'''r-'--- / V-\1\-—---—----''''''''''- „,-"''':..,00", - O fillI111"-- �© Y OON Y Z\ , , „ ... �C�[� : ct, T 409.75 �i� /°v� Lic.No.42897 40'.6 TOC `.� i� s • _.........„..../3\ �dl� �� �/ / - •\ c°p A _ - /� \ SRE INFO.: c°p\ •• , \ � SHADWELL \ 0 o�� 409 //�� \ \ A\ RAW LAND I\- \ \�� .:. g 3646 RICHMOND RD ‘\-% \ \ KESWICK,VA p A �.,- \ 22947 i , \ A \\\ � /\\`\d °°) ALBEMARLE COUNTY \ i \\ DESIGN: - °p ii� \ DRAWN: •-�_• • \\ 1 REVIEW: \ ^o :•_• .=i \ o r TTVDATE: 05/X0(/16 •! •"i_ N COMM.NO. 5833-446 • ••- V I SUBMITTALS r 1 E--OOl am d 2:9 '\ /\-� °\ "\ I o SYM. DESCRIPTION DATE = \ \ I I mow(aW6IRL1pX mums Kt,p 06/01/16 i I \ z ENSRE DRAWINGS REV/0 03/06/17 I / I _-- 3 APPLICATION DRAWINGS REV/0 03/16/17 I \ �\ \� I ' FINAL APPLICATION DRAWINGS REV/0 03/27/17 I. p - > I p s REVISED MIL NPPIGION DRAWINGS REV II 09/05/17 c ; 4[ �,'��• (' / 1 / a Id'IISED Ilk APPLICATION DRAWINGS REV 12 01/17/16 l), - - �_ / z RDrya MRI D rya DRpNGS REV IS 02/09/18 _ - ———— ——— a RASED Fit*,1PRIpUON DRAWINGS REV IA 03/22/19 SHEET Wee — — o ENLARGED — J GRADING PLAN _ r _ uJI----Zoo - GRAPHIC SCALE(S) 3 — o ——' o FOR 22" X 34" PLOT - 1" = 5' 0 5' 10' o I FOR 11" X 17" PLOT - 1" = 10' SHEET Inn NO'' I 1.-- ENLARGED GRADING PLAN C-4A . I / CLARKNEXSEN ,i, I 1111 E.Main Street. e Suite 1905 .s. Richmond,VA 23219 i :r. I 804.644.4690 I 4 . .i I EXISTING GRAVEL ROAD / verizon� / k 1831 RADY COURT v•' l RICHMOND, VA 23222 / -+0 TINE C>ETEIY©TIME OF cum calOT 6 .44 ► ": c.... ; / TYPE I-cwDaER RIM AGGREGATE �- ` PEA- TERM '`�\ a rn ��� fA / T.PE A/ -ASPr,1WT COAAIERCIAL '� ` �`j W 4/-. b5 J ,3p g i JUSlIl11 Y.YOON / W e W .. / /"sAFACE La ce Lic.No.42897 / ,o s . E ` It NA,TH Op cn / e._ a �� s 00 GRAD/E o- °- �, Si 0_'�iA LA ,►'• / / j cam` suaF .4. -! `c3 cJ �/\ GRADE se a1 SEE a WdP a /Q'%/ NOTE 3 Y ''''Al 20'R ADO f / NOTE3 j gzf �_ s SITE INFO.: �. �`' o SHADWELL i PPE CLLVEFTs s NECE� k. Y +?; a = \ �00 o �� EXISTING GRAVEL j .� : ; tE t w ` COS Lao .ii =• p� ENTRANCE TO BE �f �� iji. ° } /� ~° • m RAWLAND O • •�• •- WIDENED TO VDOT , ,, iiiNir MG - • •_• • • • I I— PE-1 ENTRANCE �_ ///// , J At p, • • •A-� •' =ice• •" _ /�j//j/� lloliDER /1 I. t ^ Z K •-'-' •-• oo` a� 3646 RICHMOND RE) t.t Oo7� OO�J o/ ^ �' sr I ��ROADWAY PAVEMENT E I KESWICK,VA f 22947 NOTES D OVER ENTRANCE GRADES S R.L START 9AG OF THE$NOALER UPC INDER E.5 NECESSARY.THE DITCH RAv BE MOVED BAA> TO PROHDE AT LEAST 9"OF COXER ALgEMARLE COUNTY y PPE.AS SHOWN N TIE ALTERNATE OF TH$FOR PLACING PPE l!lw ENTRANCES SAY,T i p i. 2.ENTRANCE GRADES ARE TO BE SYDOn&Y TED NATO TIE ROADWAY BY ROIMOMr AS NECESSARY_ E J II. r 3.2'OR EXSTMG EIMTH WHCIEVER 6 GREATER. DESIGN: - - O 4.LENGTHS OF CULVERTS SHOWN ON ROAD PLA16 FOR ENTRANCES ARE APPROXMATE IRO SHALL BE ADJUSTED TO OBTAN ABOVE ROADWAY WIDTHS. DRAWN: - __ 5 ENTRANCES IN R I TO BE SAE AS ABOVE EXCEPT LOCATION OF CULVERT(WHEN NECESSARYI. REVIEW: - .c2 & •- 20'R TTV DATE: MOO6 ,... • 0 +�-, COMM.NO. 5833-446 VDOT PE-1 PRIVATE ENTRANCE AND LOW VOLUME ♦ S?. o -� �1 SUBMFFTALS �� - D` SYM. DESCRIPTION DATE 6)0/ ` COMMERCIAL ENTRANCE DETAIL , RRD➢INRI DM>IRCIp caMPOS 10 06/01/16 �'_•_' `�` NO SCALE z ENSOE DRAWINGS REV#D 03/06/17 m ••• `` A APPLICATION DRAWINGS REV/0 03/16/17 O ••r it; ... MG N1 APPLICATION DRANWS REV/J 03/27/17 0) ' . ( s esso FINE PALMER PALMERWA NDS REV El 09/05/17 ` O s REV®nu/PRlgiDll oW1MS RT 12 01/17/18 A ° GRADING OF THE ROADSIDE REVISED INRL NAUM PROWS REV 13 02/09/16 S� 70,7 DITCHES SHALL BE PERFORMED , RBSEDRNI/PRRIE DRIMNSRvte 03/22/19 v AS DIRECTED TO OBTAIN POSITIVE J. 5 DRAINAGE SHEET NAME: I ENLARGED GRADING PLAN AND ENTRANCE y. PLAN GRAPHIC SCALE(S) R FOR 22- X 34. PLOT - 1' = 5' 0 5' 10' 1 FOR 11- X 17. PLOT - 1' = 10' EET NO.: ENLARGED GRADING PLAN AND ENTRANCE PLAN 0-4 B TABLE 3.31-8 EROSION AND SEDIMENT CONTROL CONSTRUCTION SEQUENCE 40 POSTS AND EXCAVATE A 4'X4• 2. STAPLE WIRE FENCING (Revised June 2003) C L A R K N E X S E N 1. SET TRENCH E ALONG THE UNE OF TO THE POSTS. TEMPORARY SEEDING SPECIFICATIONS PRE-CONSTRUCTION PHASE: POSTS.ET QUICK REFERENCE FOR ALL REGIONS 20. COMPLETE ANAL SITE RESTORATION WORK AND VERIFY THAT 1111 E.Main Street, 6' MAX 12 1/2 GAUGE MIN MESH SPACING ZED 1. CONDUCT A PRE-CONSTRUCTION MEETING BEFORE FINAL STABIUZATION (PERMANENT VEGETATION OR GRAVEL) IS Suite 1905 1 6• MAX APPLICATION DATES SPECIES APPLICATION RATES LAND-DISTURBING ACTMTiES ARE INITIATED. ACHIEVED OVER PREVIOUSLY-DISTURBED AREAS. Richmond.VA 23219 3 �=�.•... • 804.644.4690 i -� - ` .",�'�_" .11..+.. 50/50 Mix of Annual Ryegrass (lolium 2. FIELD SURVEY THE UNITS OF DISTURBANCE. 21. PERFORM PRE-FINAL SITE INSPECTION PRIOR TO REMOVING z Poni `wali _ Sept. 1-Feb. 15 multi-florum) & Cereal (Winter) Rye 50-100 (lbs/acre) TEMPORARY ESC MEASURES. �_ (Seale cereale) 3. CLEARLY DESIGNATE AND PROTECT AREAS OUTSIDE OF THE UNITS x /STEEL OR WOOD A-" FENCE, OF DISTURBANCE AS BUFFER ZONES. 22. FOLLOWING APPROVAL, REMOVE TEMPORARY ESC MEASURES (SILT POST-IMBED 3'-- A- Feb. 16-Apr. 30 Annual Ryegrass (lolium multi-florum) 60-100 (lbs/acre) FENCE, TREE PROTECTION, ETC) AND DISPOSE OF ALL MATERIAL 4. INSTALL INITIAL EROSION AND SEDIMENT CONTROL MEASURES OFFSITE. verizOnf May. 1-Aug. 31 German Millet 50 (lbs/acre) - (SILT FENCE). 23. FOLLOWING SITE RESTORATION, THE ESC INSPECTOR SHALL 3. ATTACH THE FILTER FABRIC 4. BACKFILL AND COMPACT FERTILIZER & U!!E 5. INSTALL TREE PROTECTION AS SHOWN ON PLAN. PERFORM A FINAL SITE INSPECTION. TO THE WIRE FENCE AND EXTEND THE EXCAVATED SOIL. 1831 RADY COURT ▪ Apply 10-10-10 FERTIUZER of a rate 450 lbs./acre (or 10 lbs./1,000sq ft NOTES: RICHMOND, VA 23222 fT INTO THE TRENCH. • Apply PULVERIZED AGRICULTURAL UMESTONE at a rate of 2 tons/acre * THE PRE-CONSTRUCTION MEETING SHOULD DISCUSS THE ESC ROER: PERMANENT VEGETATION IS CONSIDERED ESTABLISHED IF A GROUND iii (or 90 lbs./1,000 sq ft) MEASURES, METHODS OF INSTALLATION, SEQUENCE OF OPERATION, COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE, 41 v.►► s NOTE: MAINTENANCE, AND INSPECTIONS WITH THE ESC INSPECTOR. AND WILL INHIBIT EROSION. �� ►► _' .- ! 1 - A soil test is necessary to determine the actual amount of lime required to adjust ��� �L�H Op �. ,---a ' 'IOra„(z& !f� the soil pH of site. * IF CONSTRUCTION DOES NOT COMMENCE FOR 180 DAYS FOLLOWING * TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE ..444., `f /%��C �p�� �i 2 - Incorporate the lime and fertilizer into the top 4-6 inches of the soil by disking or FOR THE PRE80 DAYS DURING THE CONSTRUCTION PHASE,-CONSTRUCT1ON MEETING, OR IF THE AC NEW DORMANTT IS REMOVED ONLY AFTER CONSTRUCTION HAS BEEN COMPLETED, FINAL �C' ✓�l� by other means. STABILIZATION HAS BEEN ACHIEVED, AND PERMANENT EROSION AND > �GZ PRE-CONSTRUCTION MEETING IS REQUIRED PRIOR TO RESTARTING SEDIMENT CONTROL MEASURES HAVE BEEN DETERMINED TO BE 4, •-, ._ 3 - When applying Slowly Available Nitrogen, use rates available in Erosion & sediment CONSTRUCTION. FUNCTIONING CORRECTLY AS APPROVED BY THE ESC INSPECTOR. o '•)USIIlVY.YOON - EXTENSION OF FABRIC AND Control Technical Bulletin A4, 2003 Nutrient Management for Development Sties at • "LAND DISTURBING ACTIVITIES'INCLUDE ALL MAN-MADE CHANGE TO 471> WIRE INTO THE TRENCH. http:/www.dcr.state.va.us/sw/e&s.htm#pubs THE LAND SURFACE THAT POTENTIALLY CHANGES ITS RUNOFF CHARACTERISTICS INCLUDING CLEARING, GRADING OR EXCAVATION. IdC NO.42897 FILTER FABRIC GROUND UNE ' / -' - k *ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE 4) kti 4` w INSTALLED IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT \,„ WIRE TABLE 3.32-E CONTROL HANDBOOK, THIRD EDITION (1992). • �s w \\ , ` ~ PERMANENT SEEDING(SPECIFICATIONS FORevised June PIEDMONT AREA CONSTRUCTION PHASF MAINTENANCE INSTRUCTIONS SIO\aL - ,►• TEMPORARY SILT FENCE SF 6. PERFORM SiTE CLEARING TO THE LIMITS SHOWN ON THE PLANS. 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE A.••• NO SCALE LAND USE SPECIES APPUCATiON PER ACRE INSPECTED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL. THE 95-100X 7. ROUGH GRADE THE SITE. INSPECTOR WILL EVALUATE THAT EACH MEASURE IS CONSTRUCTED Minimum Care Lawn Tall Fescue AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND (Commercial or Perennial Ryegrass 0-5l 8. INSTALL PERMANENT SEED, MULCH AND FERTILIZER OVER OTHER SPECIFICATIONS OF THE VESCH HANDBOOK. A SUMMARY OF THE SITE INFO.: Residential) Kentucky Bluegrass 0-52 AREAS NOT RECEMNG GRAVEL. INSPECTION ITEMS INCLUDE THE FOLLOWING: SHADWELL TOTAL: 175-200 lbs '11 1; High-Maintenance 9. COMPLETE FINAL GRADING. 2. SILT FENCE SHALL BE INSPECTED FOR UNDERMINING OR 41/07 Lawn Tall Fescue TOTAL: 200-250 Ibs DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN 10. INSTALL BELOW-GROUND UTILITIES. THE LEVEL OF SEDIMENT DEPOSMON REACHES HALFWAY TO THE RAW LAN D dllllll:..mp Tall Fescue 128 lbs TOP OF THE BARRIER TO REDUCE PRESSURE ON THE FENCE AND ITT IIIIII' General Slope (3:1 or Red Top Grass or Creeping Red 2 lbs 11. PLACE GRAVEL OVER DRIVEWAY AND IN THE COMPOUND AREA. ALLOW ENOUGH SPACE FOR ACCUMULATION FROM FUTURE II((l IIy Z less) Fescue 20 lbs RAINFALLS. DRIP UNE 1V1�� II Sesional Nurse Crop Total: 150 lbs 12. ENSURE THAT ALL DISTURBED, BARE-SOIL AREAS ARE STABIUZED 3646 RICHMOND RD WiTH EITHER GRAVEL OR SEEDING TO ESTABUSH VEGETATION. 3. TREE PROTECTION DEVICES SHALL BE INSPECTED FOR DAMAGE OR / 1 >Z Tall Fescue 108 lbs MISSING COMPONENTS. REPAIRS SHALL BE MADE OR ADDITIONAL KESWICK,VA I OW-Maintenance Slope Red Top Grass or Creeping Red 2 lbs 13. INSTALL WOOD FENCING. FENCING INSTALLED IF NECESSARY. DAMAGED TREES SHALL BE �947 _ Fescue 20 lbs MAINTAINED IN ACCORDANCE WITH THE PROCEDURES IN THE 00 tii. c=b (Steeper Than 3:1) Sesional Nurse Crop 20 Ibs 14. INSTALL WIRELESS COMPONENTS: STRUCTURAL, MONOPOLE (BY EROSION AND SEDIMENT CONTROL MANUAL. Ig w �, o Crownvetch Total: 150 lbs OTHERS), SHELTER, ELECTRICAL ETC. 4. REAPPLY SEED, MULCH AND FERTILIZER IN AREAS WHERE ALBEMARLE COUNTY e w 7N w w " NOTES TEMPORARY SEEDING SEEDUNG EMERGENCE IS POOR OR WHERE DESIGN: _ EROSION OCCURS, AS SOON AS POSSIBLE. DO NOT MOW THE DRAWN: %MOO A11 FOLLOWING APPROVAL OF THE ESC MEASURES BY THE ESCAREAS WHERE TEMPORARY SEEDING IS PRESENT, AND PROTECT _ 1- When selecting varieties of turfgrass, use the Virginia Crop Improvement Association INSPECTOR, CLEAR ONLY THE LIMITS OF DISTURBANCE. NO ONSITE REVIEW: FROM TRAFFIC AS MUCH AS DISPOSAL OF TREES, BRUSH OR OTHER DEBRIS IS PERMITTED. POSSIBLE. T1V DATE:(VCIA) recommended turfgrass variety list. Quality seed will bear a label indicating that theyOS/)OC/16 r are approved by VCUI A current turfgrass variety list is available at the local County COMM.NO. 5833-446 Extention office or through VCIA at 804-746-4884 or at * IMMEDIATELY AFTER FINAL GRADE IS ESTABUSHED, INSTALL SEED, 5. PERMANENT SEEDING SHALL BE INSPECTED FOR FAILURE AND 2• X 2� STAKES MULCH, AND FERTILIZER TO ESTABLISH PERMANENT VEGETATION. REPAIRS SHALL BE MADE WITHIN THE SAME PLANTING SEASON, IF SUBMITTALS htto://sudan.cses.vt.edu/html/Turf/turf/publications/publications2/htm( POSSIBLE. 16. RE-EVALUATE PLANTING MATERIALS, QUANTITIES SYN. DESCP1vnON DATE NOTES: AT 4' C.C. 2- Use seasonal nurs crop in accordance with seeding dates as stated below: ONGOING ACTIVITIES: OF UME, AND FERTILIZER IF INADEQUATE COVERAGE IS PRODUCED. i 1. DRIVE STAKES FIRMLY INTO GROUND AT LEAST 12' February 16th - April Annual RyeRkurwn C0161RUCaw Dens REV p 06/01/16 May 1st - August 15th Foxtail Millet : ENSITE DRAWINGS REV/0 03/06/17 2. REFER TO STD & SPEC 3.38 (VIRGINIA EROSION AND SEDIMENT CONTROL August 16th - October Annual Rye 15. PERFORM ESC INSPECTION ACTIVITIES BY QUALIFIED Y PROFESSIONAL AS REQUIRED. 1 APPLICATION DRAWINGS REV/0 03/16/17 HANDBOOK, DCR 1992) November - February 15th Winter Rye • FM_APPLICATION DRAWINGS REV p 03/27/17 3- Substitute Sencea Lespedeza for Crownvetch east of Farnville, VA (May through 16. PERFORM MAINTENANCE OF ESC'S INCLUDING: SILT FENCE, TREE a1�0 FIR IMAMuw�kv/1 09/05/17 r 3 ACTIVITIES AND PROTECTION DEVICES WILL BE INSTALLED AROUND SPECIFIC increase to 30 lbs/acre. If weeping lvegrass is used, including in any slope or low o rxt wR a1a Dx'. ev/z ol/17/19 TREES AND IN OTHER IN LOCATIONS AS SHOWN ON THE PLANS. maintenance mixture during warmer seeding periods, increase to 30-40 lbs/acre. 17. MITIGATE AREAS OF CONCENTRATED RUNOFF THAT COULD R1arn rn leRr�TA oww�ux Rv µ oz/oe/1a POTENTIALLY CAUSE EROSION, IF ENCOUNTERED. a aD1sED Dore A°RICATOX DPA•u«s REV 14 03/22/1 R 4. TREE PROTECTION DEVICES SHOULD EFFECTIVELY PROTECT THE ROOTS, SHEET NAME: TRUNK, AND TOPS OF TREES FROM DAMAGE AND MAY INCLUDE PRODUCTS EE®LIZER& UME 18. INSTALL ADDITIONAL ESC MEASURES, IF NECESSARY TO PREVENT 4' SUCH AS SNOW FENCE, BOARD FENCE, OR OTHER TYPE OF PLASTIC DISCHARGE OF SEDIMENT TO OFFSITE AREAS. DETAILS FENCING. THE LOCATION OF PROTECTION FENCING IS GENERALLY AROUND • Apply 10-20-10 fertilizer at o rate of 500 lbs./acre (or 12 Ibs./1,000 sq. ft.) THE PERIMETER OF THE TREE FOLLOWING THE DRIP EDGE, OR CANOPY • Apply Pulverized Agricultural Limestone to a rate of 2 tons/acre (or 90 Ibs./1,000 sq. 19. DISPOSE EXCAVATED MATERIAL OFFSITE. UNE OF THE TREE. ft.) 1.4 5. FENCING SHALL BE MAINTAINED DURING CONSTRUCTION AND REMOVED BY NOTE: NOTES:-A soil test is necessary to determine the actual amount of lime required to adjust the * STAGING AREAS OUTSIDE OF THE LIMITS OF DISTURBANCE IS NOT THE CONTRACTOR ONCE THE SITE CONSTRUCTION WORK HAS BEEN soil pH of the site. PERMITTED. COMPLETED. -Incorporate the lime and fertilizer into the top 4-6 inches of the soil by disking or by 0. other means. * INSTALL SILT FENCE AT 10'LATERALLY FROM THE TOE OF SLOPE 6. TREES TARGETED FOR PROTECTION WHICH ARE ACCIDENTALLY DAMAGED -When applying Slowly Available Nitrogen, use rates available in Erosion & Sediment Control AROUND ALL STOCKPILES. DURING CONSTRUCTION SHALL BE REPAIRED IN ACCORDANCE WITH THE Technical Bulletin 14. 2003 Nutrient Management for Development Sites at PROCEDURES DESCRIBED UNDER MAINTENANCE (SECTION 14b) OF THE http://www.dcr.state.va.us/sw/e&s.html#Dubs * DISPOSAL OF EXCAVATED MATERIAL OUTSIDE OF THE UNITS OF STANDARD & SPECIFICATION 3.38. DISTURBANCE IS NOT PERMITTED. g TREE PROTECTION O SITE RESTORATION ACTIVITIES. SHEET NO.: w NO SCALE c_.4c • CONSTRUCTION NOTES GENERAL NOTES SIGNAGE NOTES O CLARKNEXSEN 1. GATE, CORNER, END OR PULL POST 6" X 6" TREATED 1. INSTALL FENCING PER ASTM F-567 LUMBER SPACING FOR UNE POSTS IS 8'-0" i TO MAX 7. FINISH GRADE SHALL BE UNIFORM AND LEVEL 1. SIGNS SHALL BE FABRICATED FROM CORROSION RESISTANT 2. INSTALL SWING GATES PER ASTM F— 900 PRESSED METAL, AND PAINTED WITH LONG LASTING UV 1111 E.Main Street. 8. DUCK BILL OPEN GATE HOLDER. VERIFY LOCATION IN FIELD RESISTANT COATINGS. Suite 1905 .--7.. 2. TOP RAIL & BRACE RAIL: 2" X 4' TREATED LUMBER PRIOR TO INSTALLATION. TYPICAL BOTH SIDES OF GATE 3. LOCAL ORDINANCE OF BARBED WIRE PERMIT Richmond.VA 23219 REQUIREMENT SHALL BE COMPLIED IF REQUIRED. 2. SIGNS (EXCEPT WHERE NOTED OTHERWISE) SHALL BE MOUNTED 804.644.4690 3. 1" (NOMINAL) X 6" —8' DOG EARRED FENCE BOARDS. CEDAR 9. GEOTEXTILE FABRIC TO THE TOWER, GATE, AND FENCE USING A MINIMUM OF 9 PREFERRED. 1 TREATED ACCEPTABLE 4. USE GALVANIZED (OR BETTER) NUTS, BOLTS AND GAUGE ALUMINUM WIRE. HOG RINGS (AS UTILIZED IN FENCE 4. 1 1/2" MAXIMUM CLEARANCE FROM GRADE 10. GATE HARDWARE. MANUFACTURER NOT SPECIFIED AT THIS TIME WASHERS TO MOUNT ALL SIGNS (SECURED THROUGH INSTALLATIONS) OR BRACKETS WHERE NECESSARY. BRACKETS FENCE BOARDS). SHALL BE OF SIMILAR METAL AS THE STRUCTURE TO AVOID 5. 2" FINISH OR AS DETERMINED BY CONSTRUCTION MANAGER 11. POST: CONCRETE FOUNDATION (4000 PSI) GALVANIC CORROSION. verizcri 1 DURING BID WALK 3. VERIZON WIRELESS SITE ID SIGN SHALL BE MOUNTED ON 6. 4" COMPACT 95% BASE MATERIAL OR AS DETERMINED BY OUTDOOR EQUIPMENT AS DIRECTED BY VERIZON WIRELESS CONSTRUCTION MANGER. TWO—SIDED TAPE SHALL BE UTILIZED CONSTRUCTION MANAGER DURING BID WALK 1831 RADY COURT AT EACH CORNER ON THE BACKSIDE TO AID PLACEMENT UNIT ADHESIVE SETS. RICHMOND. VA 23222 NOTE: .4"� �.��► FENCE TO BE STAINED TO JAVA 6'-0" VARIES — SEE PLAN 8'-0" TYP BROWN COLOR SIMILAR TO NEW A44 -k`TH Op ►. BETWEEN EACH LINE POST MONOPOLE. — — 0 _ @ _ — 7^7 ` ill 1 JUS7Ild Y.YOON /// \ N O WHITE BACKGROUND Lic.No.42897 1 a I �1 W/RED LETTERING 1 - - - - - - - - T - o EXTERIOR FACILITY rF - - - - - - - - � ;�, � r \\\ SIDE Q SIDE TRESPASSING ,:��S ,;�A?, /o-H \\ o I o •,„ O �CI ID io 1 ;-- \\ 00 — ,. pp ! g 6 / ,, 0 VIOLATORS --.": ;-:_ -. ,.. it o —I I—I I—III—r I—I,r I f—III—I I IJ L=�1 �11=11.= SITE INFO.: I ,- —=�, III—ICI—ICI— — —�I — —_ICI-1�1 --I , II—I00 WILL BE PROSECUTED �. 0 O s ° I 0 0 �• " SHADWELL 11 A to N M a <—r __..!__3______I NO-TRESPASSING SIGN RAW LAND -1— I 12" 18" HIGH X 24" WIDE (OPERATIONS PROVIDED) COMPOUND FENCE DETAIL (TYP) 3646 RICHMOND RD NO SCALE ... KES� VA 47 IN CASE OF EMERGENCY - -WHITE BACKGROUND INFORMATION GREEN BACKGROUND W/BLACK LETTERING W/WHITE LETTERING ALBEMARLE COUNTY CONTACT: 800-852-2671 DESIGN: JYY NO. 57 COARSE AGGREGATE SITE: THIS IS AN ACCESS POINT TO AN DRAWN: WMD (3" MINIMUM) AREA WITH TRANSMITTING ANTENNAS. SEW: JYY 1" MIN. ABOVE WHITE BACKGROUND EXISTING GRADE OBEY ALL POSTINGS AND BOUNDARIES BEYOND THIS POINT W/BLACK LETTERING TTV DATE 05/XX/16 12' WHITE BACKGROUND au VERIZON WIRELESS AT 1-800-264-6620 FOR MORE■FORwTSN. COMM.NO. 5833-44,5 EXISTINGW/RED LETTERING STATE: SUBMITTALS 1 1/2" PER 6' OF SLOPE 1 1/2" PER 6' OF SLOPE SWITCH: Sri ° ° DATE GRADE WHITE BACKGROUND ■;:� � ■- �:�• •.°i'� ■l� •'':'4 4.■;..�y���.:�.�.j. ,�j W/BLACK LEI ILRING C� ID: !CARAT CONSTRUCTION mows av Po 06/01/16 ` a�j �.�•-,�:.'�'., .�'�i■..■.:.�_...■i{• �:��- i f�3'3■:..�.�.� �.�!:.A!Koa veriL / J z ENSITE DRAWINGS REV/0 03/D6/17 /\/\/ \ v 5 1/2" MINIMUM //\/, WHITE BACKGROUND PLICATON DRAWINGS REV/0_03/16/17 \/\ ��/\/ AT CROWN /\\ \L J W/RED LETTERING \///i\ ��9jA�/-\ / ��v/jv� ��Y-\�Y�7/—\Y / = Fly APPLICATION DRAWINGS REV�D__o3/z7/n VA/ //\ A/V/�A/� /� ,/��A�A��A/�A.A/V/ /v / /, /v//. WHITE BACKGROUND u enwvuurowDuwrs av11 o9/Ds/17 W/BLACK LETTERING a RET D Mk AMMON DRWecs REV 12 _01/17/18 A. \'` '` VERIZON WIRELESS-SITE ID SIGN INFORMATION SIGN z Id`ASED FINAL APftIGiMM DIGWI■S REV 15 02/09/18 COMPACT ROAD BASE GEOTEXTILE FABRIC WHERE Z MATERIAL REMOVE ORGANIC REQUIRED. VERIFY WITH 18' HIGH X 24" WIDE 18" HIGH X 24" WIDE a 6DNA OM APPLICATION RAVINGS REV'. 03/22/19 MATERIAL (3" MINIMUM) CONSTRUCTION MANAGER PRIOR TO (OPERATIONS PROVIDED) (OPERATIONS PROVIDED) SHEET NAME: BID FENCE AND EARTH WORK SUBGRADE COMPACTION & SELECT GRANULAR FILL FCC TOWER REGISTRATION NO.zi WHITE BACKGROUND SINGAGE A. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRUBBING THE CONSTRUCTION SITE AND XXXXXXX W/BLACK LETTERING ROADWAY AREAS. THE CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS CONTAINED WITHIN THE GEOTECHNICAL REPORT WHEN NECESSARY PREPARED FOR THIS SITE FOR SITE WORK PREPARATION & FOUNDATION WORK. AS A MINIMUM THE TOP 3" OF GRADE SHALL BE REMOVED. THE EXPOSED SUBGRADE COMPACTED, GEOTEXTILE FABRIC AS REQUIRED FOR UNSTABLE SOIL D 3 B. ALL SELECT GRANULAR FILL SHALL BE COMPACTED TO A 95% COMPACTION AT A MAXIMUM DRY FCC REGISTRATION SIGN DENSITY AS DETERMINED BY ASTM D-1557 OR WITHIN PLUS OR MINUS 3Y. OF OPTIMUM MOISTURE zj- CONTENT. SHEET NO.: s TYPICAL ACCESS ROAD CROSS SECTION TYPICAL SIGNS AND SPECIFICATIONS e. NO SCALE NO SCALEc_5 " I • # 2 JACKETED, STRANDED 24" WIDE 12 GA C L A R K N E X S E N _ e \ COPPER WIRE TO TWO HOLE GRIP LUGS ON BOTH ENDS. DIAMOND 2'-3 1/2" / PLANK 1111 E.Main Street, ICE BRIDGE CHANNEL EQUIVALENT BALL CAP Suite 1905 EXTENSION KIT PIPE 3 STD COLUMN 804.644.4690 Richmond.VA 23219 • a (TYP) To s #2 GREEN BONDING JUMPER - _ ANGLE (TYP) a VARIES 6'-0" MAX VARIES 3'-0" MAX STAINLESS STEEL DEPLOYABLE PLATFORM ! \ r BAND " E r 1 BY VFP, INC. SEE SHEET \ U-BOLT (TYP) verizonV GRIP STRUT PLANK CONNECTION I A-1 IDETAL THIS SHEEP11 Ilr TRAPEZE Kff1831 RADY COURT lig S A f- Imo/ (TYP)CONNECTION VA 23222 II \ BAR LT H Op TOO MONOPOLE UNDER CLAMPED 1.1 ` L - ice'" ACCESS PORT , JUSIIN Y.YOON MONOPOLE / \ I I #2 AWG SOUD TINNED HYBRID UNE `� � COPPER, CADWELD TO OUTDOOR I.iC.No.42897 GROUND BAR EQUIPMENT/ z "" l _ 7/' $1 3/4" PVC C PIPE 3 STD COLUMN OW J 1 --11 11 870NAL c NOTE: r ,/ ICE BRIDGE DETAIL IS INTENDED TO BE REPRESENTATIVE, SHOWING TYPICAL ICE BRIDGE CONSTRUCTION. TOP OF /57 INFO.: DETAIL IS NOT INTENDED TO STONE SHADWELL SHOW JOB SPECIFIC DIMENSIONS FOR CONSTRUCTION. I \ -JJ ..1 . v " #2 AWG SOUD TINNED #2 (STANDARD I I RAW LAN D COPPER TO EQUIPMENT CABLE) BRIDGE ' _ ""I I' ' _ _ _ _ GROUND RING (TYP) I GROUND 1=1�1=111= , III 111 1 I • "=III III I I #2 (STANDARD CABLE) -II1-11 " -111E111E111-°.• a 1=111 BRIDGE GROUND I-1IIIII-1 71 3646 RICHMOND RD J 3/4" PVC KESW1CK,VA 3/4" PVC CONDUITee/ G CONDUIT 1 • 1'-0"® 22947 • --r G _ 1 CYUNDRICAL 1 1 � .�� �� 1 CONC 1 , e -,\ e , • I 9 FOUNDATION ALBEMARLE COUNTY p I DESIGN: JYY d�� #2 AWG GROUND . a DRAWN: WMD CONNECTION (TYP) CONCRETE EQUIPMENT \ a L J. L JEyV; XI' PAD ., T1V DATE: O5/XX/I6- A /2N ECTI GROUND \ \ • • COMM.NO. 5833-446 ICE BRIDGE DETAIL (TYP) SECTION-ICE BRIDGE A-A SUBMITTALS SYt1. oEscn,PT10N DATE ri FOR 22" X 34" PLOT - 3/4" = 1'-0" 0 6" 1' 2' FOR 22" X 34" PLOT - 1" = 1'-0" 0 6" 1' 1 PREIRPEFxY CONSTRUCTION CROWS REV M 06/01/16 FOR 11" X 17" PLOT - 3/8" = 1'-0" ® FOR 11" X 17" PLOT - 1/2" = 1'-0" ® 2 ENSIEE DRAWINGS REV fa 03/06/17 o. . GPS 3 AP'PUCATION DRAWINGS REV/0 03/16/17 - ANTENNA . rNUE APP G1TNM1 DRNIRNGS REV p 03/27/17 3 RENS m FM/APRE4101=I S REV 1109/05/17 ICE BRIDGE a RLNSED Mt A.2R 1RM DIVANS REV j2 01/17/1a 2 RENSED FIWL APP0G1I31 gW►66 REV.} 02/09/18 PIPE COLUMN GRIP STRUT 1 PLANK d RDAS°FIWL APPLIG1oN DRM6S REV N D3/22/19 1/2"0 THREADED ROD, PIPE 1 STD, 24" LONG SHEET NAME: t 12" LONG (4 TOTAL) 3 -- , - ICE BRIDGE ————— — ————— I ., DETAILS . '' 1/13 �� 1/2" U-BOLT — ( )( V) I SADDLE CLAMPS, TYP L3x3x1/4 `E ICE BRIDGE (NP)( V) 5 PIPE COLUMN g GPS ANTENNA MOUNTING BRACKET GRIP STRUT PLANK CONNECTION DETAIL SHEET NO.: 4, FOR 22" X 34" PLOT - 1 1/2" = 1'-0"0 3" 6" 9" 1' FOR 22" X 34" PLOT - 1 1/2" = 1'-0"0 3" 6" 9" 1' _ .,,,F FOR 11"X 17" PLOT - 3/4" = 1'-0" ® FOR 11" X 17" PLOT - 3/4" = 1'-0" eaS1 C VERIZON WIRELESS EQUIPMENT: e - CHARLES INDUSTRIES CUBE - SS4B231PX2 EQUIPMENT WITH BATTERY CABINET C L A R K N E X S E N _ e - RAYCAP OW - 6 1111 E.Main Street, - Suite 1905 CONTRACTOR PROVIDED EQUIPMENT: Richmond.VA 23219 804.644.4690 8 * THIS IS NOT A COMPREHENSIVE UST. A IT SHOULD BE ASSUMED BY THE CONTRACTOR THAT All OTHER ITEMS DETAILED IN THIS SET a OF DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR. E - 18" WIDE X 18" TALL FIBER JUNCTION BOX, NEMA 3R, CABINET ENCLOSURE WITH ■ It BACKBOARD, PADLOCK LATCH, AND COMBINATION LOCK. (USE FOR DARK FIBER SITES) Ver'ZOnl - 32"WIDE X 59" TALL X 12" DEEP, ASCO D300L SERIES POWER TRANSFER LOAD CENTER 1831 RADY COURT MODEL M300G-1PH-N-3R - INTEGRATED LOAD CENTER "ILC" WITH COMBINATION PADLOCK. RICHMOND, VA 23222 - 22"WIDE X 26'TALL X 20" DEEP, CHARLES INDUSTRIES CUBE-RL1003C-A WITH HEAT . 4,711, .,r w ► • EXCHANGER (120V) WITH TRIPP-CITE UPE PART ,SM150ORMXL2UTAA INSIDE (ONLY REQUIRED WHEN VzT PROVIDES UT FIBER. UTIUTY COORDINATOR MUST VERIFY IF THIS IS NEEDED) 4 'tH O - COORDINATES ADDITIONAL ENTRY GATE LOCK(S) WITH CONSTRUCTION MANAGER. /lc•��aL (l. '� 10' CONCRETE PAD 10' H-FRAME v./ ICE BRIDGE j.:e, r� 30"x20" CONDUIT STUB-UP OPENING O / ]USIlNY.Y00N "" t — - EQUIPMENT H-FRAME `) 9 o POST (TYP) Lie.No.42897 a 1,.OVP c MOUNTED UGHT SWITCH / F //„ S cl cl o cT w/ TIMER ON END �� R �� zo i--- ���� POST (TYP) �sS `, •3 I • E `--- ILC ••�'` �O_\�1.+.,..��• E CHARLES BOX FOR i INCOMING CENTURY LINK FIBER. i I ' SITE INFO.: SHADWELL RAWLAND I I 3646 RICHMOND RD I I ii KESIMCK,VA I L JI 22947 L -L J EQUIPEMENT LAYOUT PLAN ALBEMARLE COUNTY SCALE: N.T.S. ' PROPOSED VERIZON DESIGN: - e GPS ANTENNA i A PROPOSED VERIZON DRAWN: - I I GPS ANTENNANiiimmomiimm REVIEW: - LIGHT I 2' a TZV DATE: WOO 6 WIDE ICE BRIDGE LIGHT COMM.NO. 5833 446 ON EACH SIDE. EQUIPMENT Iir EQUIPMENT 1 SUBMITTALS SUPPORTED BY 2 POST MIN I H-FRAME H FRAME Ig. SYM. DESCMPTION DATE POST ft1 13` POST #1 'E 1 PREUWNWY GONSTRuc1 CRAMS REV to 06/01/16 2 ENSITE DRAWINGS REV/0 03/06/17 I -I I OVP 6 I ] APPUCATIDN DRAWINGS REV p0 03/16/17 / �_ _I -,-1 a PINAL APPLICATION DRAWINGS REV;t0 03/27/17 I _I_!MIK OS RENSED OWL APPIx7UlON DIGOMlGS RLV tl 09/05/17 i O O III II I O_ a PENSFD MY.MRf.1r0I ORVI�MS RD/it 02/09/l8 -It-��II ii■il III >J 7 FflHD Mt APftGipl dYiM45 REV 5 02 09 18 ia- 1.1 9ft ILC ��■L.A is . I' 1 n J6wSFD nwL wPuuroR DRAwNcs REV to 03/zz/ls zSHEETN ME c Z 1 3 = IMi -I■ I CHARLES BOX EQUIPMENT •mImm'�'�' 1 LAYOUT AND - - - NOTES ...?„ MIMI . ....... : tF4NN,tmmiN ....- NOTE: SIDE A SIDE B 1. SEE CONDUIT CONNECTIONS FOR CABLE/CONDUIT ROUTINGS. NOTE; MM.BOTTOM EDGE OF OVP'S SHALL NOT EXCEEDSHNp,; 36"ABOVE FINISHED CONCRETE SLAB. 1. SEE CONDUIT CONNECTIONS FOR CABLE/CONDUIT ROUTINGS. H-FRAME RISER DETAILS C_7 SCALE N.T.S. CLARKNEXSEN ___ € 10' CONCRETE PAD 10' H FRAME w/ ICE BRIDGE 10-0" 17 7 1 E.Main Street, .@ 3"TYP 6905 " 3'-0" 3' 0" 3'-O" 6" Ruche ond, "1 - Richmond,VA 23219 804.644.4690 3 ^ - ------ - _ 1 • ••- ° 6- • •+ J--1�1• E. 1 _ 00 l • I . I I • I • •I ° • le I . I I I z 1 I - 12" DIA H-FRAME •1 • :1, , ° 1 f I • I • I " , •f • ,} 1 1 • 2 l FOUNDATION F-,--T---T`-�T •,, T ° . T T T a x 6J OVP6 -� -� "1.- .I° _ I • I • I ! 1• I • •I• I •- I J° • v' ` r 1 1 1 • 1 1 1_ �l_J or c J p 1\(Y \ . n °D r., f= -�-. -T-;-T - P-'-T T. • 1 l°___1. 1 I o V�' Z �� 0 a 1 • 1. , I ° 1 °• 1 ° 1 1 . r • 1 • .1 I v I �"c\ EQUIPMENT H-FRAME mcn L •_1r__1_•__1___1�__1,�_1__,-1___1___1_J 'v ; L--- POST, TYP w I.�- I° I • I . I , I 1 ° • I ••1 I. I 1831 RADY COURT / wv 1 I 1 a H �,i A 23222 • v.EQUIPMENT CABINET `---1---1°--- . -=-lam-�1---1° JJ • ,.1,TH OF '►► a 9 EQUAL SPACES AT 1'-0" 6" `f CONRETE PAD DESIGN I ' JUSTINY.YOON --- _ --- 1 SCALE: N.T.S. r r u i Lic No.42897 1 I i i T rO� "/ f: �v4' 30 KW M-8"x29.5" CONDUIT FILL VOID WITH /57 GRAVEL 1'-0" O� I GENERATOR L J I STUB-UP OPENING AFTER CONDUIT INSTALLATION 8" ' Cy , L IN CONCRETE PAD S ► foal PROPOSED CONCRETE PAD 2"" 4 4 -.a'i''► Z i•�r�j►•I.1•I: 1n EQUIPEMENT PLAN . itii-.7,.7,.Y,. INFO: - "i/.w%:%./:/.. SHADWELL SCALE: N.T.S. NEW CONDUITS COMPACTED /57 GRAVEL RAWLAND GENERATOR CONDUIT ROUTING DETAIL SCALE: N.T.S. -- --- -- 4 3646 RICHMOND RD KES WICK,VA 10'-0" UNISTRUT PIPE/CONDUIT CLAMP 22947 P1119 OR 02558-35 (GALv.) 4 AT 12" O.C. EACH WAY FOR (TYP). FOLLOW MANUFACTURER / - 6"�3'-0"�--3'-0" -, -3'-0"�16" RECOMMENDATIONS FOR BOLTci. GENERATOR PAD. (TYP TOP AND NOTE: THIS DESIGN ASSUMES A ALBEMARLE COUNTY ' POST (TYP) TORQUE N BOTTOM) (4,000 PSI CONCRETE)a 2000 PSF SOIL BEARING PRESSURE DESIGN: - E 24"WIDE DRAWN: - o 0 ICE BRIDGE ,�� —sue REVIEW: ] "HIM" KWIK BOLT 5/8" DIA V I'r i164W �3 i COMM.NO. 05583 16 STAINLESS STEEL EXPANSION 6Y,k7,.eY1.7=:e7,� 3-446 W9 1 - - 1 - - 1 ^I '"/z7./,v/i� /z./i.T SUBMITTALS 3 P1000 1 5/8" X 1 5/8" 12 GAGE ANCHOR BOLT U CHANNEL STEEL UNISTRUT (TYP) STN. DESCRIPTION DATE — — — —cn PIPE 3 STD 13'-4" ! cl COMPACTED /57 GRAVEL -' RFELINVG C01666.10011 CRAMS ARV ID 06/01/16 LONG ICE BRIDGE POST (TYP) = In : ENSRE DRAWINGS REV/0 03/06/17 it 0 !,I 3 APPUCATION DRAWINGS REV f0 03/16/17 CCI I P2860-10 END CAP (TYP) I•IjIMI M.APPUCAllON_ i O — — — — — — s E WR1p11011 WPM;EV p 09/05/17 f I I I CONCRETE PAD FOUNDATION REWSED 11NL SCALE: N.T.S. e R_ RC1RD nAt'PROM cams aV 01/17/18 — — — — — — - ■I,, , 1 CASED DAL.wP.rATDH 7W.9AS REV f7_02/09/18 W e REARED NW VWCAT0 D6I9ICS REV I4 03/22/19 __ N 0 •a,• SHEET NAME: O 1 I C' FINISH SUBGRADE ° ' ° F '.�/ icivv/'A,4;riii -,i-i/'� -fiif,/'rg'.`..eezdrli�i rg --- - i�i i • CONCRETE PAD U 11/16" DIA DRILLED HOLE DETAILS tal EQUIPMENT H-FRAME � �\ POST #1 (CLOSEST TO BTS EQUIPMENT PAD) m ,:, at s Ti 11'—o"0 CAST-IN-PLACE 4000 PSI (TYP) CONCRETE FOUNDATION (TV) QSHEET NO.: H-FRAME DETAIL EXPANSION ANCHOR DETAIL Q o SCALE: N.T.S. SCALE: N.T.S. (, RECEIVED MAY 3 0 2019 COMMUNITY DEVELOPMENT