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Home My WebLink AboutSDP201900038 Plan - Approved 2019-09-25E v,erizqUffj' DIRECTIONS TO SITE: FROM GOODIES BRIDGE SWITCH: TURN RIGHT TOWARD ELK R. FOR OA MILES. TURN RIGHT ONTO US-360 E/HULL ST RD FOR 0.3 MILES. TAKE RAMP RIGHT FOR VA-150 NORTH TOWARD POWHITE PKWY FOR 3.4 MILES. TAKE RAMP RIGHT AND FOLLOW SIGNS FOR VA-76—TOLL NORTH FOR 2.6 MILES. KEEP LEFT TO STAY ON VA-76 N/BELTLINE EXPY FOR 0.9 MILES, KEEP STRAIGHT ONTO 1-195 N FOR 2.3 MILES. TAKE RAMP FOR 1-64 W FOR 56.8 MILES. AT EXIT 129, TAKE RAMP RIGHT 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) PROJECT SITE IL r t+ 0 T� LOCAL MAP NOT TO SCALE s, PROJECT SITE S .f •� +. VICINITY MAP SDP201900038 SHADWELL (EASTON PROPERTY) TIER II PWSF SHADWELL E911 ❑ PARCEL . 3646 RICHMOND ROAD KESWICK, VA 22947 PROJECT DESCRIPTION INSTALLATION AND OPERATION OF ANTENNAS AND ASSOCIATED EQUIPMENT IN A RAWLAND SITE North 'c M C Date_ File#_ North UTILITIES INFORMATION: 2 WORKING DAYS EMERGENCY INFORMATION: BEFORE YOU DIG POWER: DOMINION 811 LOCAL FIRE AND EMERGENCY SERVICES (888) 667-3000 TOLL FREE (434) 971-1765 TELEPHONE: CENTURY LINK MISS UTILITY LOCAL EMERGENCY POLICE DISPATCH (800) 769-0110 (434) 971-1765 PROJECT TEAM R!AL ESTATE: CHAD FRECKMAN PHONE NUMBER (434) 996-4473 zcNINC: STEPHEN WALLER orCN; WVBER (434) 825-0617 CCNS'RUT1CN STEVE POOLE PPCNE %UMBER (540) 290-6704 OTILIPES: RICK GLISSON PrCNE NCMBER 804 658-6871 ENVIRCNMENTAL CCNSCLTANT: ANDREW HENDRICKS PKNIE scuBER 703 478-0055 SUB. NO DESCRIPTION BY DATE SUB. NO. DESCRIPTION BY DATE 3 APPLICATION DRAWINGS REV #0 JYY 03/16/17 7 REVISED FINAL APPLICATION DRAWINGS REV #3 JYY 02/09/18 4 FINAL APPLICATION DRAWINGS REV #0 JYY 03/27/17 8 REVISED FINAL APPLICATION DRAWINGS REV #4 NY 03/22/19 5 REVISED FINAL APPLICATION DRAWINGS REV #1 JYY 09/05/17 g REVISED ENSITE DRAWINGS REV #1 JYY 04/12/19 6 REVISED FINAL APPLICATION DRAWINGS REV #2 JYY 01/17/18 ip REVISED FINAL APPLICATION DRAWINGS REV #5 JYY 08/26/19 A & E CONSULTING TEAM ARCHITECTURE AND ENGINEERING: CLARK NEXSEN 8000 TOWERS CRESCENT DRIVE, SUITE 1350 VIENNA, VA 22182 PROJECT MANAGER: JUSTIN YOON, PE TELEPHONE: (703) 822-4846 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 Reviewed and Approved by the muni Development Department S �oI Z 14 bep " nature PROJECT SUMMARY PROPERTY OWNER: EASTON, ALICE S. 513 BERWICK COURT CHARLOTTESVILLE, VA 22901 APPLICANT INFORMATION: VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 CONTACT: MARC CORNELL TELEPHONE: (804) 548-4079 FAX NUMBER: (804) 321-0398 PROJECT DATA: ZONING RA, EC TAX MAP# 074A1-00—OC-00300 ACREAGE 1.00 AC JURISDICTION ALBEMARLE COUNTY SITE TYPE RAWLAND TOWER TYPE MONOPOLE TOWER HEIGHT 100.5't AGL OVERALL HEIGHT 102.5't AGL LEASE AREA 1600 SQ FT AREA OF LAND DISTURBANCE 5032 SQ FT GEOGRAPHIC COORDINATES: LATITUDE: 38' 00' 31.0482" N (NAD 83) LONGITUDE: 78' 22' 10.5534" W (NAD 803) ELEVATION: 409.3' (NAVD 88) ADA COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. SITE WILL NOT BE SERVED BY CITY SEWER OR WATER. INDEX OF DRAWINGS Sheet Number Sheet Title GENERAL G-1 COVER SHEET CIVIL C-1 SITE SURVEY C-1A TREE INVENTORY C-16 AREA MAP C-2 ENLARGED SITE PLAN C-3 ELEVATION VIEW C-4 GRADING PLAN C-4A ENLARGED GRADING PLAN C-46 ENLARGED GRADING PLAN AND ENTRANCE PLAN C-4C DETAILS C-5 FENCE AND SIGNAGE C-6 ICE BRIDGE DETAILS C-7 EQUIPMENT LAYOUT AND NOTES C-8 CONCRETE PAD DETAILS SHEET TOTAL: 15 1111 E. Main Street, Suite 1905 Richmond, VA 23219 804.1,44.4690 �(! 1831 RADY COURT RICHMOND, VA 23222 1 1112.- ii�'fei!- 40k''071 r �t ATE INFO.: SHADWELL RAWLAND 3646 RICHMOND RD KESWICK, VA 22947 ALBEMARLE COUNTY DESIGN: JYY DRAWN: WMD REVIEW: UYY TTV DATE: 051=16 sym. DESCNPT014 DATE PLICATION DRAWINGS REV ND 03/16/17 • FIML APPLICATION DRAWINGS REV 10 03/27/17 1 7 1RE O EK N'NDTJIOM DROONGS 0 13 102/09/181 SHEET NAME: COVER SHEET SHEET NO: G-1 GENERAL NOTES CONCRETE NOTES 0 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. 6. BUILDING AND ELECTRICAL PERMITS ARE REQUIRED FOR THE TOWER, ANY STRUCTURE GREATER THAN 150 SQ FT HOUSING EQUIPMENT, AND THE ELECTRICAL SERVICE. 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 95% 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 STATE OF NORTH CAROLINA. 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 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: 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. 1. CONCRETE CONSTRUCTION SHALL COMPLY WITH PROVISIONS OF THE FOLLOWING CODES, SPECIFICATIONS, AND STANDARDS: AMERICAN CONCRETE INSTITUTE (ACI) 301-05, SPECIFICATIONS FOR STRUCTURAL CONCRETE; ACI 318-08, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". 2. CONCRETE SHALL BE NORMAL WEIGHT, 6% 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 TIE. 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. 1111 E. Main Street, SLI to 1905 Richmond, VA 23219 304.644.4690 1831 RADY COURT RICHMCND, VA 23222 31 �. Its fU i�„. "etat. =FC Si, 1/7 cox I SRE INFO.: SHADWELL I:y_\vivll_1►11] 3646 RICHMOND RD KESWICK, VA 22947 ALBEMARLE COUNTY DESIGN: DRAWN: REVIEW: TrV DATE: 05/=16 SYM. I DESCRIFn0N DATE PPLICATION DRAWINGS REV #0 03/16/17 s FINAL APPLIGTION DRAWINGS REY RD 03/27/17 6 REY6ED FRNL APPLIGDDY gUI1RXS REV j2 01/17/16 � RfVSED DNV. APPI1gTDN �R1N1AV5 RY IS 02/09/18 DRAWINGS REV SHEETNAME: GENERAL NOTES AND CONCRETE EQUIPMENT PAD DETAILS SHEET NO.: 4 E ABBREVIATIONS SURVEYOR'S NOTES E 0, DIA DIAMETER EZBFO BATTERY BACKUP CABINET LTE LONG TERM EVOLUTION PSIG POUNDS PER SQUARE INCH GAUGE NUMBER (F) FOUND MAX MAXIMUM R/W RIGHT OF WAY A/C AIR CONDITIONING FFE FINISHED FLOOR ELEVATION MHz MEGAHERTZ RD ROAD ADA AMERICANS WITH DISABILITIES ACT FIRM FLOOD INSURANCE RATE MAP MIN MINIMUM SCH SCHEDULE 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 STREET ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS GPS GLOBAL POSITIONING SYSTEM NW NORTHWEST STD STANDARD AVE AVENUE ICC INTERNATIONAL CODE COUNCIL NAD NORTH AMERICAN DATUM TBM TEMPORARY BENCHMARK C, C/L CENTERLINE ID IDENTIFICATION NAVD NORTH AMERICAN VERTICAL DATUM T-PED TELEPHONE PEDESTAL CFH CUBIC FEET PER HOUR IFGC INTERNATIONAL FUEL GAS CODE NFPA NATIONAL FIRE PROTECTION ASSOCIATION TTV TECHNICAL TEAM VISIT C.L.D. CENTERLINE DITCH INC INCORPORATED NO NUMBER TYP TYPICAL CMP CORRUGATED METAL PIPE INV INVERT OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION VA VIRGINIA CONIC 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 DWG(S) DRAWINGS LP LIQUID PROPANE PE PROFESSIONAL ENGINEER WB WILL BOOK ELEV ELEVATION LF LINEAR FEET P/PG. PAGE WC WATER COLUMN ENODE B RF CABINET LLC LIMITED LIABILITY CORPORATION P/L PROPERTY LINE YDS YARDS EDE EXISTING OVERHEAD ELECTRIC LS LAND SURVEYOR PROJ. PROJECT SEE TREE INVENTORY, SHEET C-1A 115' RADIUS FALL ZONE NT �� N/F 9 v �TI4 F� 84DAM 0., JR. UNQ4 PARR OR 4252, FG. 170 EDGE OF INTERSTATE I-64 ZONED RAPARC£L ID. 1 / R.O.W. 079A1-00-OC-01900 \ At* S. EASTON ' \ D.8. 1021,1 PC. 680 OArEO RA Qg PARCEZ lD, ii9A1-00-OC-OOJ00 Q t0�° fA5 101 8 00 Y I / �1GE 991 P RN Or -001 10. N/F ALIC£ S. £AST OB. 1026, PG BOI ZONED RA 1 O PAR�'FL10.17Z9AL-00OO�I- I SIGHT DISTANCE EXCEEDS 610'NIF i AUCE S. E45TON D.B. ZONED o2 f \ PARCEL /D. 079A1-00-0C-01_W SEE ENTRANCE PLAN, SHEET C-48 SITE SURVEY EDGE OF INTERSTATE 1-64 R.O.W. SIGHT DISTANCE EXCEEDS 610' TOPOGRAPHIC SURVEY PERFORMED BY CAUSEWAY CONSULTANTS, P.C. P. 0. BOX 15039. CHESAPEAKE, VIRGINIA, 23328-50394. PHONE: 757-482-0474. SURVEY DATE: MAY 10, 2016. 2. COORDINATES AND ELEVATIONS SHOWN WERE ESTABLISHED USING STATIC GPS OBSERVATIONS, POST PROCESSED THROUGH NOAA'S OPUS WEBSITE AND CONVERTED TO NAVD 88 AND NAD 83, U.S SURVEY FOOT, FOR THE VERTICAL DATUM AND HORIZONTAL COORDINATES, RESPECTIVELY, USING U.S. ARMY CORPS OF ENGINEERS CORPSCON SOFTWARE, VERSION 6.01. 3. NO SUB -SURFACE INVESTIGATION WAS PERFORMED BY CAUSEWAY CONSULTANTS, P.C. THIS SURVEY DOES NOT GUARANTEE THE "EXISTENCE OR NONEXISTENCE" OF UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, CONTACT MISS UTILITY AT 1-800-552-7001 TO CONFIRM THE LOCATION OR EXISTENCE OF UNDERGROUND UTILITIES. 4. THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF A TITLE REPORT AND MAY NOT DEPICT ANY OR ALL EASEMENTS THAT MAY AFFECT THE PROPERTY. 5. PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. 6. THIS SURVEY DOES NOT REPRESENT A BOUNDARY SURVEY. THE RIGHT-OF-WAY, PROPERTY LINE AND/OR EASEMENTS SHOWN HEREON REPRESENT A COMPILATION OF RECORDED DEEDS, PLATS, G.I.S. RECORDS AND TAX MAPS. 7. THE AREA OF THE PROPOSED CELL TOWER APPEARS TO LIE WITHIN FLOOD ZONE Y' ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE COMMUNITY NUMBER 51003C 0325 D, DATED FEBRUARY 4, 2005. 8. THE EXISTENCE OF HAZARDOUS WASTE, VEGETATED WETLANDS, OR TIDAL WETLANDS, WAS NEITHER INVESTIGATED, NOR CONFIRMED DURING THE PERFORMANCE OF THIS SURVEY. ® LEASE NOTES I 1. NEW VERIZON WIRELESS 20'INGRESS/EGRESS AND UTILITY RIGHT-OF-WAY 2. NEW VERIZON WIRELESS 1600 SF LAND SPACE LEGEND EXISTING NEW CONCRETE PROPERTY LINE LEASE AREA EASEMENT BUILDING (FOOTPRINT) XX FENCE TREELINE EDGE OF PAVEMENT EDGE OF GRAVEL OVERHEAD ELECTRIC CONTOURS O MONOPOLE POWER POLE I RURAL AREA SETBACK I GRAPHIC SCALE(S) I FRONT: 75' SIDE: 25' REAR: 35' FOR 22 X 34" PLOT - 1" = 75' 0 75' 150' FOR 11 X 17" PLOT - 1" = 150' io CAL 1141- 1111 E. Main Street, Suite 1905 Richmond, VA 23219 804.644.4690 1831 RADY COURT RICHMOND, VA 23222 �'\At SRE INFO.: SHADWELL i.11VILWAMD 3646 RICHMOND RD KESWICK, VA 22947 ALBEMARLE COUNTY DRAWN: JAW REVIEW: JYY TTV DATE: 051=16 COMM. NO. 5833-446 SUBMITTALS SYM.1 DESQUPTION DATE 3 1APPLICATION DRAWINGS REV i0 03/16/17 s IREWn FINLL APPLIfATI N (AMCS REV i1 109/05/ 17I 'I REVISED rINLL M%GIIgN s 4ENSE0 TRW. AWOCIrMN1 RAMS DOPMNCS RVV IIs //1 tl SHEET NAME: SITE SURVEY SHEET NO.: 0011 qat►►lv% ENLARGED SITE PLAN D NOTES 10 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL ASSUME THE RESPONSIBILITY OF LOCATING ANY UNDERGROUND 1111 E. Maim Street. UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST AND CROSS Suite 1905 THROUGH THE AREA OF CONSTRUCTION THAT ARE NOT SHOWN Richmond. VA 23219 ON THESE PLANS. BEFORE YOU DIG, CALL "MISS UTILITY" AT 804.644.4690 811. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. - _ 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED BY CONTRACTOR IN ACCORDANCE WITH THE LATEST EDITION OF VIRGINIA EROSION AND SEDIMENT CONTROL ' HANDBOOK BEFORE LAND DISTURBANCE COMMENCEMENT AND CHECKED PERIODICALLY TO ENSURE THEY ARE FUNCTIONING AS INDICATED. 1831 RADY COURT RICHMOND, VA 23222 3. THE STOCKPILING OF EXCESS MATERIAL ON SITE WILL NOT BE ALLOWED. 4. ANY VEGETATED AREA DISTURBED BY CONSTRUCTION SHALL 1 F A��{ (}•? BE THE RESPONSIBILITY OF CONTRACTOR TO SEED AND ESTABLISH A PERMANENT VEGETATIVE COVER.' 5. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS '4 OF CONSTRUCTION. SAFETY IS THE RESPONSIBILITY OF THE ' CONTRACTOR. ALL WORK SHALL BE PERFORMED IN J(?'MM"iT 1(00 ACCORDANCE WITH OSHA REQUIREMENTS. 6. THE CONTRACTOR IS RESPONSIBLE FOR SITE LAYOUT AND CONSTRUCTION STAKING. LOCATION OF EXISTING STRUCTURES r AND UTILITIES MUST BE CONFIRMED BY THE CONTRACTOR. �, 7. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH5 ALL LOCAL, STATE, AND FEDERAL CODES OR ORDINANCES. p B. THE INDICATED DIRECTION OF NORTH WILL HAVE TO BE , VERIFIED IN THE FIELD. ® LEASE NOTES SFTE INFO.: SHADWELL 1. NEW VERIZON WIRELESS NON—EXCLUSIVE 20' WIDE INGRESS/EGRESS AND UTILITY RIGHT—OF—WAY 2. NEW VERIZON WIRELESS 1,600 SQUARE FEET LAND SPACE RAWLAN D Fil CONSTRUCTION NOTES 3646 NCHMOND RD KESWICK, VA 22947 ALBEMARLE COUNTY 1. NEW VERIZON WIRELESS 10' UTILITY H—FRAME WITH ICE BRIDGE. 2. NEW VERIZON WIRELESS 40' X 18' WOODEN FENCED COMPOUND 3. NEW CHARLES CABINET FOR CENTURY LINK 4. NEW VERIZON H—FRAME WITH METER AND DISCONNECT 5. NEW VERIZON 12'WIDE GATE 6. NEW VERIZON WIRELESS 5't LF ICE BRIDGE 7. NEW VERIZON WIRELESS COMPOUND GRAVEL 8. NEW VERIZON WIRELESS 12' WIDE GRAVEL ACCESS ROAD 9. NEW VERIZON WIRELESS 9' X 18' VEHICLE PARKING/TURN—AROUND 10. NEW VERIZON WIRELESS 30 KW DIESEL GENERATOR ON 4' X 8' CONCRETE PAD DESIGN: WAS DRAWN: JAW REVIEW: JYY TTV DATE: 05/=16 COMM, NO, 5833-446 SUBMITTALS sym' DESCPJPnoN DATE y PPUCATION DRAWINGS REV #0 03/16/ 4 MAL APPLICATION DRAWINGS REV 10 03/27/ s vsm Rwi wvucmDN oRA ms ww 11 09/05/ s ,PE4M AWL MrA WN DRAWRO IV 12 01/17/ m m FTWi P"ToN DRAWW 5 REV 13 02/09/ REVISED ENSITE DRAWINGS REV R1 U4/1L/ 1 to RILSEU NN4 wPLMATDM OMWIMS ,PTV 5 08/25/ 1 I SHEET fyAME: I ENLARGED SITE I GRAPHIC SCALE(S) PLAN I ' I I I J T I I FOR 22" X 34" PLOT — 1" = 5' 0 5' 10' 1 9 I FOR 11 X 17" PLOT — 1" = 10' --____, i I I I I I I I I SHEETIVO.: C-2 r J I� —TOP OF TOWER APPURTENANCES (LIGHTNING ROD) Y ELEVATION = 102.5't A.G.L. [512'f AMSL] �TOP OF TOWER/TOP OF ANTENNAS EIEVATION = 100.5't AG.L [510'f AMSQ - - 0 0 ELEVATION VIEW NOT TO SCALE (6) NEW VER12ON WIRELESS RUSH MOUNTED PANEL ANTENNAS ELEVATION = 96'1 A.G.L 0 RAO q NEW VERIZON WIRELESS OVP'S AND RRH'S 86't A.G.L. VU90M WIREIFSS 100S AG.L MMIDIROU GHT INCLUDES ABOVE GROUND FOUNDATION AND BOLT HEIGHTS. E MAIL 2, THIS SHEET. 0 '�3 MONOPOLE . �1gp0 k O ,O a 4 2 3/8"0 E C� PIPEMOUNT (TYP) x _ a ANTENNA BRACKET VALMONT/S1TEPR0 1: JW56-NP ANTENNA MOUNT NA PLAN VIEW (861 RAD CENTER) FINI5 O GRADE v 1OWFR AMSL ELEVATION - [409'-r-*] A115L 18" MAX TO POLE TO BACK OF ANTENNA NEW ANTENNA (TYP OF 6) MOUNTING COLLAR (TYP OF 3) a rl SUPPORTING REMOTE RADIO HEADS AND OVP BOXES (TYP) [RRH: 26"(H)x12"(W)x7"(D) OVP: 23"(H)x16"(W)X10"(D)] ENLARGED VIEW N:, SCALE TOWER BOLTS (TYP) 4 o� �3 ENLARGED VIEW NO SCALE NOTES 1. NO COMMERCIAL ADVERTISING MATERIAL WILL BE USED IN CONJUNCTION WITH THE NEW TOWER. 2. LIGHTNING ROD WILL NOT EXCEED 2' ABOVE THE TOWER AN[ WILL BE 1" DIAMETER 3. MONOPOLE, ANTENNAS, MOUNTS AND ALL NEW GROUND EQUIPMENT WILL BE PAINTED TO COUNTY APPROVED COLOR, SHERWIN WILLIAMS (#6090) JAVA BROWN k NO POINT ON THE BACK OF THE ANTENNA SHALL BE MORE THAN 18 INCHES FROM THE FACE OF THE MONOPOLE, AS DETAILED IN THE ANTENNA PLAN VIEW PROVIDED ON THIS SHEET 5. ALL VERTICAL CABLES, WIRES, AND SIMILAR ATTACHMENTS SHALL BE RUN VERTICALLY WITHIN THE MONOPOLE'S STRUCTURE I ANTENNA NOTES I 0 1111 E. Main Street, Suite 1905 Richmond, VA 23219 804.644.4690 a 1831 RADY COURT RICHMOND, VA 23222 U OF � QNA SrM INFO.: SHADWELL RAWLAND 3646 RICHMOND RD KESWICK, VA 22947 ALBEMARLE COUNTY DESIGN: JYY DRAWN: VIVID REVIEW: JYY TTV DATE: 05i=16 COMM. NO. 5833-446 SUBMITTALS sym. DBM TION DATE 3 APPLICATION DRAWINGS REV #0 03/15/1- nNWL APPUCATION DRAWINGS REV 10 03/27/11 5 R8SE0 PEAL O'LI VIOLA DROCS REV 11 09/05/l i s wro Pw WPLIGnox DRwNGS REV 12 01/17/11 R REV4FD PW APPLIMON O MM;S REV 13 0210911E s RvsEn nwi wR cWnox Mn! REv it a3/zz/1E 9 REVISED ENSUE DRAWINGS REV 17 04/12/1E WD fINVL MRKAnON DRAWNCS REV 15 08/26/1 E SHEET NAME: ELEVATION VIEW 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 NO.: AVAILABILITY AND SPECIFIC MANUFACTURER. 3. PROPOSED ANTENNAS - COMMSCOPE JAHH-65C-R3B DIMENSIONS - 95.7"(H) X 13.8"(W) X 8.2"(D) C-3 �00 > / O y o pp / - � >ry. / REFERENCE TREE - / ��---/// JO' OAK ---- �p>(233) LOD 5,032 SO. FT. LOD INCLUDES ENTRANCE. p .Y IMPROVEMENTS / I p V I O I I I I , r I Imo., o Ire I J ( I I I I o I I � I I l I. GRADING PLAN LEASE NOTES EROSION AND SEDIMENT CONTROL NOTES"' 1. NEW VERIZON WIRELESS 20• INGRESS/EGRESS AND UTILITY 1111 E. Main Street, RIGHT-OF-WAY 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL Suite 1905 EROSION AND SEDIMENT CONTROL PRACTICES WILL BE Richmond. VA 23219 2. NEW VER120H WIRELESS t5D0 SF LAND SPACE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM 804.644.4690 STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND THE VIRGINIA EROSION AND �l CONSTRUCTION NOTES SEDIMENT CONTROL REGULATIONS (9VAC25-840). 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE 1. NEW VERIZON WIRELESS 12' WIDE GRAVEL ACCESS ROAD PLACED PRIOR TO OR AS THE FIRST STEP IN CONSTRUCTION. veftow 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 1831 RADY COURT SITE. SOIL STABILIZATION MUST ALSO BE APPLIED TO DENUDED RICHMOND, VA 23222 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 GRAVEL BASE{��[ (())* MATERIAL ON AREAS TO BE PAVED. 4. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL..,: MEASURES EVERY 2 WEEKS AND AFTER EACH RUNOFF PRODUCING - -' RAINFALL EVENT. ANY NECESSARY REPAIRS TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES AND CLEANUP NAME T( OF SEDIMENTATION ARE THE 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. & SPEC. 3,02) OR AN APPROVED COMPARABLE CONTROL MEASURE. SEDIMENT SHALL BE REMOVED" ♦` FROM PAVED AREAS ON A DAILY BASIS.,p� �c �T 6. NO STOCK PILES OF SOIL ALLOWED ON SITE. 7. THE CONTRACTOR SHALL MONITOR AND TAKE PRECAUTIONS TO CONTROL DUST INCLUDING (BUT NOT LIMITED TO) USE OF WATER, MULCH OR CHEMICAL DUST ADHESIVES AND CONTROL OF CONSTRUCTION SITE TRAFFIC. SrrE INFO.: B. EFFLUENT FROM DE -WATERING OPERATIONS SHALL BE FILTERED SHADWELL 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. RAW LAN D 9. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF ANY ADDITIONAL CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED NECESSARY BY THE PLAN APPROVING AUTHORITY. 3646 NCHMOND RD 10. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE KESWICK, VA NOT TO BE REMOVED UNTIL ALL DISTURBED AREAS ARE 22947 STABILIZED. AFTER STABILIZATION IS COMPLETE, ALL MEASURES SHALL BE REMOVED WITHIN 30 DAYS. TRAPPED SEDIMENT SHALL BE SPREAD AND SEEDED. ALBEMARLE COUNTY DESIGN: DRAWN: REVIEW: - TTV DATE: 05[=16 COMM. NO. 5833-446 E & S LEGEND — DIRECTION OF OVERLAND FLOW SYM.1 DESMFrlonl DA7 PP'ICATION DRAWINGS REV 00 03/16, n-WL APPUCATION DRAWINGS REV D 03/27, �F— SILT FENCE PS PERMANENT SEEDING ' "MED FDw APftMON WXMGS RLV I1 09/05, a Rfl'SED FRW- AMrAIDN WAMKS FU 2 01/17, R RD6E0 RNR AMIDATAM DRAWINGS R& U 02/09, — GRASS SWALE CENTERLINE ° RM D MA A"101IM DRAWINGS REV I4 03/22, ° REVISED ENSRE DRAWINGS REV II 04/12, -LOD- LIMITS OF DISTURBANCE ° IRMO FJ.W APMPDN DRAWNS R v s 06/26, — —> SLOPE PERCENTAGE SHEET NAME: 551.4 SPOT ELEVATION GRADING PLAN — TP — TREE PROTECTION — — NEW GRADING LINE GRAPHIC SCALE(S) SHEET NO.: 11 FOR " X " PLOT - 1" = 10' 0 5' 10" 20 C-4 FOR '• X 1717" PLOT - 1" = 20' �i'y1� / . ® LEASE NOTESdo f \ \p 1. NEW VERIZON WIRELESS 20' INGRESS/EGRESS AND UTILITY 1111 E. Main Street. °> RIGHT-OF-WAY Suite 1905 Richmond, m 2. NEW VERIZON WIRELESS 1600 SF LAND SPACE 8i4.6 4.4 90 23219 / _ // \ 804.644.4690 ® CONSTRUCTION NOTES 1. NEW VERIZON WIRELESS 12' WIDE GRAVEL ACCESS ROAD ve - ow 1831 RADY COURT / / \ RICHMOND, VA 23222 / °O^ TOC dy / 410 \ 408.9 O .0 >' O A / \,O TOC / !I 409.75 / / / 00 409.6 /��1 TOC STE INFO.: SHADWELL l.Y_\TiTil_1-01 �. 3646 NCHMOND RD �9 7 VA °� ALBEMARLE COUNTY DESIGN: <0� \ DRAWN: / \ REVIEW: aA \ o TfVDATE: 05f)W16 � N COMM. NO. 5833-446 1 �OOI (101 SUBMI17ALS o I srM. DESMPTION DATE \ I I 3 APPLICATION DRAWINGS REV 00 03/76/17 — — + FINAL APPLICATION DRAWINGS REV /0 03/27/17 _ — _ — _ — _ — —I I s R YISED FINAL APPLaTON DRAWINGS RLV 11 09/05/17 I I s fR'lISED FINAL APPLIGIgN DRAMS REV /2 01/17/18 RL O i I M FINAL AMOTI N DUNINGS REV j3 OZ109119 RENSEO FINAL A°PIAAIgN DRAWINGS REV t4 03/22/19 I I s !REVISED ENSRE DRAWINGS REV /1 04/12/19 ID REWSED FINAL AMEATON DRAWINGS REV #5 08/26/19 � I � r SHEET NAME -------------� ENLARGED I o GRADING PLAN I I I I I � 0 GRAPHIC SCALE(S) I I I 1 I I FOR 22" X 34" PLOT — 1" = 5' 0 5' 10' I I SH�NO,I FOR 11" x 17" PLOT — 1" = 10' ENLARGED GRADING PLAN C-4A —EXISTING GRAVEL ROAD wm,:;- crmm Rim mmRomm lnlrlc� - qupKjrm AaNax .�«7r jlzwofzq?lwIl II III pgo 13IN Mm mimaw XwER&AX 'NTv ;!w VIK wr E*Slr ^p W�V 9E VJM*A:* mw W% YPE qgbqww WR 110MQMIMF IS 1 V110 "ISTIMA IMW4 c"EWYAR cl wromex 4--E%,Tk* OF 4)&%Vm swvm opc Rpm ftAgs Fm novAcE5 4K 00%WONAM AM N! 5 SWITIM"WIM 9 ORL� M EIE SME #5 AS(W V� ILWAVIM W 00-MMI MM" NJM� VDOT PE-1 PRIVATE ENTRANCE AND LOW VOLUME COMMERCIAL ENTRANCE DETAIL NO SCALE ENLARGED GRADING PLAN AND ENTRANCE PLAN GRADING OF THE ROADSIDE DITCHES SHALL BE PERFORMED AS DIRECTED TO OBTAIN POSITIVE DRAINAGE GRAPHIC SCALE(S) I 1111 E. Main Street. Suite 1905 Richmond, VA 23219 804.644.4690 1w v�v 1831 RADY COURT RICHMOND, VA 23222 SrM INFO.: SHADWELL 0 :Z RAVVILAND z a: 3646 RICHMOND RD KESWCK, VA 22947 ALBEMARLE COUNTY DESIGN: DRAWN: REVIEW - TTV DATE: 051=16 COMM. NO 5833-446 SUBMFFFALS sym DEscpjFrK)N I DATE 3 [APPLICATION DRAWINGS REV #0 103/16/171 rl ".1 ��l DRAWINGS REV 11 29 1 8 IRMED FIW AWLICADN 0MC3 WV 14 1031ZZI 191 SHUT NAME: ENLARGED GRADING PLAN AND ENTRANCE PLAN FOR 22" X 34' PLOT — 1 5' 0 5' 10' SHEET NO.: FOR 11" X 17" PLOT — 1" = 10, C-4 B�� E 1. SET POSTS AND EXCAVATE A 4"X4" 2, STAPLE WIRE FENCING TRENCH UPSLOPE ALONG THE LINE OF TO THE POSTS. POSTS. MAX MESH SPACING 12 1/2 GAUGE MIN J 6" MAX N STEEL OR/WOOD sir 1 `i` POST -IMBED 3' 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. z 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC �` GROUND LINE II WIRE TEMPORARY SILT FENCE NO SCALE DRIP LINE 2" X 2" STAKES NOTES: AT 4' C.C. 1. DRIVE STAKES FIRMLY INTO GROUND AT LEAST 12" 2. REFER TO STD & SPEC 3.38 (VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, DCR 1992) 3. PROTECTED TREES SHALL BE FIELD IDENTIFIED PRIOR TO LAND DISTURBING ACTIVITIES AND PROTECTION DEVICES WILL BE INSTALLED AROUND SPECIFIC TREES AND IN OTHER IN LOCATIONS AS SHOWN ON THE PLANS. 4. TREE PROTECTION DEVICES SHOULD EFFECTIVELY PROTECT THE ROOTS, TRUNK, AND TOPS OF TREES FROM DAMAGE AND MAY INCLUDE PRODUCTS SUCH AS SNOW FENCE, BOARD FENCE, OR OTHER TYPE OF PLASTIC FENCING. THE LOCATION OF PROTECTION FENCING IS GENERALLY AROUND THE PERIMETER OF THE TREE FOLLOWING THE DRIP EDGE, OR CANOPY LINE OF THE TREE. 5. FENCING SHALL BE MAINTAINED DURING CONSTRUCTION AND REMOVED BY THE CONTRACTOR ONCE THE SITE CONSTRUCTION WORK HAS BEEN COMPLETED. 6. TREES TARGETED FOR PROTECTION WHICH ARE ACCIDENTALLY DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED IN ACCORDANCE WITH THE PROCEDURES DESCRIBED UNDER MAINTENANCE (SECTION 14b) OF THE STANDARD & SPECIFICATION 3.38. TREE PROTECTION TP NO SCALE (Revised June 2003) TEMPORARY SEEDING SPECIFICATIONS QUICK REFERENCE FOR ALL REGIONS am APPLICATION DATES SPECIES APPLICATION RATES Sept. 1-Feb. 15 50/50 Mix of Annual Ryegrass (lolium multi-florum) & Cereal (Winter) Rye (Secale cereale) 50-100 (Ibs/acre) Feb. 16-Apr. 30 Annual Ryegrass (lolium multi-florum) 60-100 (Ibs/acre) May. 1-Aug. 31 German Millet 150 (Ibs/acre) Apply 10-10-10 FERTILIZER at a rate 450 Ibs./acre (or 10 Ibs./1,000sq ft Apply PULVERIZED AGRICULTURAL LIMESTONE at a rate of 2 tons/acre (or 90 Ibs./1,000 sq ft) NOTE: 1 - A soil test is necessary to determine the actual amount of lime required to adjust the soil pH of site. 2 - Incorporate the lime and fertilizer into the top 4-6 inches of the soil by disking or by other means. 3 - When applying Slowly Available Nitrogen, use rates available in Erosion & sediment Control Technical Bulletin #4 2003 Nutrient Management for Development Sties at http:/www.dcr.stcite.va.us/sw/e&s.htm#pubs TABLE 3.32-E (Revised June 2003) PERMANENT SEEDING SPECIFICATIONS FOR PIEDMONT AREA am LAND USE SPECIES APPLICATION PER ACRE Minimum Care Lawn Tall Fescue Perennial Ryegrass 95-100 0-5 (Commercial or Residential) Kentucky Bluegrass 0-5 TOTAL: 175-200 Ibs High -Maintenance Lawn Tall Fescue TOTAL: 200-250 Ibs Tall Fescue 128 Ibs General Slope (3:1 or Red Top Grass or Creeping Red Fescue 2 Ibs 20 IDS less Sesional Nurse Crop Total: 150 Ibs Tall Fescue 108 Ibs LOW -Maintenance Slooe Red Top Grass or Creeping Red Fescue 2 Ibs 20 Ibs (Steeper Than 3:1) Sesional Nurse Crop 20 Ibs Crownvetch Total: 150 Ibs 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 http: //sudon.cses.vt.edu/html/Turf/turf/publications/publications2/html 2- Use seasonal nurs crop in accordance with seeding dates as stated below: February 16th - April ........................ Annual Rye May 1st - August 15th....................... Foxtail Millet August 16th - October ..................... Annual Rye November - February 15th.............. Winter Rye 3- Substitute Sericea Lespedezo for Crownvetch east of Farmville, VA (May through September use hulled seed, all other periods, use unhulled Sericea). If Flatpea is used, increase to 30 Ibs/acre. If weeping lvegross is used, including in any slope or low maintenance mixture during warmer seeding periods, increase to 30-40 Ibs/acre. • Apply 10-20-10 fertilizer at a rate of 500 Ibs./acre (or 12 Ibs./1,000 sq. ft.) • Apply Pulverized Agricultural Limestone to a rate of 2 tons/acre (or 90 Ibs./1,000 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 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 A. 2003 Nutrient Management for Development Sites at htto://www.dcr.state,vci,us/sw/e&s.html#pubs EROSION AND SEDIMENT CONTROL CONSTRUCTION SEQUENCE I 0 C.i! ARXIWIIERSEN_ PRE -CONSTRUCTION PHASE 1. CONDUCT A PRE -CONSTRUCTION MEETING BEFORE LAND -DISTURBING ACTIVITIES ARE INITIATED. 2. FIELD SURVEY THE LIMITS OF DISTURBANCE. 3. CLEARLY DESIGNATE AND PROTECT AREAS OUTSIDE OF THE LIMITS OF DISTURBANCE AS BUFFER ZONES. 4. INSTALL INITIAL EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCE). 5. INSTALL TREE PROTECTION AS SHOWN ON PLAN. 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 ACTIVITIES" 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: 6. PERFORM SITE CLEARING TO THE LIMITS SHOWN ON THE PLANS. 7. ROUGH GRADE THE SITE. 8. INSTALL PERMANENT SEED, MULCH AND FERTILIZER OVER OTHER AREAS NOT RECEIVING GRAVEL. 9. COMPLETE FINAL GRADING. 10. INSTALL BELOW -GROUND UTILITIES. 11. PLACE GRAVEL OVER DRIVEWAY AND IN THE COMPOUND AREA. 12. ENSURE THAT ALL DISTURBED, BARE -SOIL AREAS ARE STABILIZED WITH EITHER GRAVEL OR SEEDING TO ESTABLISH VEGETATION. 13. INSTALL WOOD FENCING. 14. INSTALL WIRELESS COMPONENTS: STRUCTURAL, MONOPOLE (BY OTHERS), SHELTER, ELECTRICAL ETC. NOTES: * FOLLOWING APPROVAL OF THE ESC MEASURES BY THE ESC INSPECTOR, CLEAR ONLY THE LIMITS 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: 15. PERFORM ESC INSPECTION ACTIVITIES BY QUALIFIED PROFESSIONAL AS REQUIRED. 16. PERFORM MAINTENANCE OF ESGS INCLUDING: SILT FENCE, TREE PROTECTION & SEEDED AREAS AS REQUIRED. 17. MITIGATE AREAS OF CONCENTRATED RUNOFF THAT COULD POTENTIALLY CAUSE EROSION, IF ENCOUNTERED. 18. INSTALL ADDITIONAL ESC MEASURES, IF NECESSARY TO PREVENT DISCHARGE OF SEDIMENT TO OFFSITE AREAS. 19. DISPOSE EXCAVATED MATERIAL OFFSITE. NOTES: * STAGING AREAS OUTSIDE OF THE LIMITS OF DISTURBANCE IS NOT PERMITTED. * INSTALL SILT FENCE AT 10'LATERALLY FROM THE TOE OF SLOPE AROUND ALL STOCKPILES. * DISPOSAL OF EXCAVATED MATERIAL OUTSIDE OF THE LIMITS OF DISTURBANCE IS NOT PERMITTED. SITE RESTORATION ACTIVITIES: 20. COMPLETE FINAL SITE RESTORATION WORK AND VERIFY THAT 1111 E. Main Sheet. FINAL STABILIZATION (PERMANENT VEGETATION OR GRAVEL) IS Suite 1905 ACHIEVED OVER PREVIOUSLY -DISTURBED AREAS. Richmond. VA 23219 I 804,644,4690 21. PERFORM PRE -FINAL SITE INSPECTION PRIOR TO REMOVING TEMPORARY ESC MEASURES. 22. FOLLOWING APPROVAL, REMOVE TEMPORARY ESC MEASURES (SILT FENCE, TREE PROTECTION, ETC) AND DISPOSE OF ALL MATERIAL OFFSITE. 23. FOLLOWING SITE RESTORATION, THE ESC INSPECTOR SHALL PERFORM A FINAL SITE INSPECTION. NOTES: * PERMANENT VEGETATION IS CONSIDERED ESTABLISHED IF A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE, AND WILL INHIBIT EROSION. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED ONLY AFTER CONSTRUCTION HAS BEEN COMPLETED, FINAL STABILIZATION HAS BEEN ACHIEVED, AND PERMANENT EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN DETERMINED TO BE FUNCTIONING CORRECTLY AS APPROVED BY THE ESC INSPECTOR. veftrizorr 1831 RADY COURT RICHMOND, VA 23222 1! io%. X0!. 40kRK/ 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 SHALL 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. TREE PROTECTION DEVICES SHALL BE INSPECTED FOR DAMAGE OR MISSING COMPONENTS. REPAIRS SHALL BE MADE OR ADDITIONAL FENCING INSTALLED IF NECESSARY. DAMAGED TREES SHALL BE MAINTAINED IN ACCORDANCE WITH THE PROCEDURES IN THE EROSION AND SEDIMENT CONTROL MANUAL. 4. 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. 5. PERMANENT SEEDING SHALL BE INSPECTED FOR FAILURE AND REPAIRS SHALL BE MADE WITHIN THE SAME PLANTING SEASON, IF POSSIBLE. 16. RE-EVALUATE PLANTING MATERIALS, QUANTITIES OF LIME, AND FERTILIZER IF INADEQUATE COVERAGE IS PRODUCED. SrM INTO.: SHADWELL RAWLAN D 3646 WCHMOND RD KEWCK, VA 22947 ALBEMARLE COUNTY DESIGN: DRAWN: REVIEW: TTV DATE: 05/M16 COMM. NO. 5833-446 SUBMITTALS srM. DESCRIPTION LATE TAPPLICATION DRAWINGS REV r0 03/15/17 FINAL APPLICATION DRAWINGS REV Jo 03/27/17 5 USED AFA APPLILAIDN DPAMNR NEV 11 09/05/17 s USED FIML IPPLIG I N DA"CS REV P 01/17/18 r USED flYk MPPLICA MN DFAMPNS REV 13 02/09/19 a REVISED FlNY APPI.ICAipN DRAM1NW5 REV 1 13/12/11 z REVISED ENSUE D.WINGS REV #1 04/12/18 10 USED FW APPMTIDN DMMIWS Ry IS 08/26/19 SHEET NAME: DETAILS SHEET NO.: C-4C- P61 tvkA ® CONSTRUCTION NOTES E 1. GATE, CORNER, END OR PULL POST 6" X 6" TREATED LUMBER SPACING FOR LINE POSTS IS 8'-0" q TO � MAX 2. TOP RAIL & BRACE RAIL: 2" X 4" TREATED LUMBER 3. 1" (NOMINAL) X 6" —8' DOG EARRED FENCE BOARDS. CEDAR PREFERRED. #1 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) VARIES — SEE PLAN 8'-0" TYP BETWEEN EACH LINE POST (TYP) I COMPOUND FENCE DETAIL ,,, SCALE NO. 57 COARSE AGGREGATE (3" MINIMUM) EXISTING 1 1/2" PER 6' OF SLOPE GRAD COMPACT ROAD BASE MATERIAL REMOVE ORGANIC MATERIAL (3" MINIMUM) 1" MIN, ABOVE EXISTING GRADE 12' 1 1/2" PER 6' OF SLOPE 5 1/2" MINIMUM \ \ i AT CROWN //\\ //\//\/%/ \\%i GEOTEXTILE FABRIC WHERE REQUIRED. VERIFY WITH CONSTRUCTION MANAGER PRIOR TO BID EARTH WORK SUBGRADE COMPACTION & SELECT GRANULAR FILL A. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRUBBING THE CONSTRUCTION SITE AND 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 CONDITION. B. ALL SELECT GRANULAR FILL SHALL BE COMPACTED TO A 95% COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 OR WITHIN PLUS OR MINUS 3% OF OPTIMUM MOISTURE CONTENT. TYPICAL ACCESS ROAD CROSS SECTION GENERAL NOTES 1. 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). NOTE: FENCE TO BE STAINED TO JAVA BROWN COLOR SIMILAR TO NEW MONOPOLE. _ILITY No TRESPASSING VIOLATORS WILL BE PROSECUTED I GNO-TRESPASSING SIGN 18" HIGH X 24" WIDE (OPERATIONS PROVIDED) 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 EMERGENCY WHITE BACKGROUND I N FO R M AT I O N- W/BLACK LETTERING CONTACT: 800-852-2671 SITE: THIS IS AN ACCESS POINT TO AN AREA WITH TRANSMITTING ANTENNAS. OBEY ALL POSDNGS AND BOUNDARIES BEYOND THIS POINT WHITE BACKGROUND CALL VMZON MRS.M AT 1-800-261-6620 FOR MORE INFORMATION. W/RED LETTERING WHITE BACKGROUND STATE: SWITCH: W/BLACK LETTERING riznn SITE ID: /�VERIZON WIRELESS -SITE ID SIGN 18" HIGH X 24" WIDE (OPERATIONS PROVIDED) FCC TOWER REGISTRATION NO.J_WHITE BACKGROUND XXxxxxx W/BLACK LETTERING FCC REGISTRATION SIGN TYPICAL SIGNS AND SPECIFICATIONS INFORMATION SIGN 18" HIGH X 24" WIDE (OPERATIONS PROVIDED) GREEN BACKGROUND W/WHITE LETTERING WHITE BACKGROUND W/BLACK LETTERING WHITE BACKGROUND W/RED LETTERING WHITE BACKGROUND W/BLACK LETTERING a C-L A R1K NEXSEIN1 1111 E. Main Street, SUite 1905 Richmond, VA 23219 804.644.4690 in ven zon, 1831 RADY COURT RICHMOND, VA 23222 SITE INFO.: SHADWELL RAWLAND 3646 RICHMOND RD KESMCK, VA 22947 ALBEMARLE COUNTY DESIGN: DRAWN: REVIEW: TTV DATE: 05f W16 COMM. NO. 5833-446 SYM. OESLRIPTNJN n4TE J PPLICATION DRAWINGS REV /0 03/16/17 1 s IISASED FIWE APPLrA10M DRAWMOS REV i1 I09/05/171 1 a IJUM0 FK APPLICATION DRANINS REV 14 103/22/191 SHEET NAME: FENCE AND SIGNAGE SHEET NO.: NO SCALE NO SCALE A�,�y1if f E STAINLESS STEEL BAND MONOPOLE # 2 JACKETED, STRANDED COPPER WIRE TO TWO HOLE LUGS ON BOTH ENDS. ICE BRIDGE CHANNEL EXTENSION KIT GREEN BONDING JUMPER VARIES 6'-0" MAX GRIP STRUT PLANK CONNECTION CDETAIL THIS SHEET GROUND BAR CLAMPED TO MONOPOLE UNDER ACCESS PORT II #2 AWG SOLID TINNED COPPER, CADWELD TO GROUND BAR 3/4" PVC CONDUIT HYBRID LINE PIPE 3 STD COLUMN (TYP) NOTE: ICE BRIDGE DETAIL IS INTENDED TO BE REPRESENTATIVE, SHOWING TYPICAL ICE BRIDGE CONSTRUCTION. DETAIL IS NOT INTENDED TO SHOW JOB SPECIFIC DIMENSIONS FOR CONSTRUCTION. #2 AWG SOLID TINNED COPPER TO EQUIPMENT GROUND RING (TYP) #2 (STANDARD CABLE) BRIDGE GROUND ,3/4" PVC CONDUIT VARIES 3'-0" MAX #2 (STANDARD CABLE) BRIDGE GROUND � " PVC DEPLOYABLE PLATFORM r BY VFP, INC. SEE SHEET I A-1 I I I I I I OUTDOOR I I EQUIPMENT/ I OVP " p CONCRETE EQUIPMENT PAD L #2 AWG GROUND A CONNECTION ICE BRIDGE DETAIL (TYP) FOR 22 X 34" PLOT — 3/4" = V-0" 0 6" 1' 2' FOR 11" X 17" PLOT — 3/8" = V-0" GPS ANTENNA 1/2"0 THREADI 12" LONG (4 1 ICE BRIDGE PIPE COLUMN PIPE 1 STD, 24" LONG SADDLE CLAMPS, TYP GPS ANTENNA MOUNTING BRACKET FOR 22" X 34" PLOT — 1 1/2" = V-0"0 3" 6" 9" 1' FOR 11" X 17" PLOT — 3/4" = 1'—D" I I I #2 AWG GROUND CONNECTION (TYP) ICE BRIDGE PIPE COLUMN GRIP STRUT PLANK 1/8 TYP. 1/2" U—BOLT (TYP)(GALV) L3x3x1/4 (TYP)(GALV) GRIP STRUT PLANK CONNECTION DETAIL FOR 22" X 34" PLOT - 1 1/2" = 1'-O" 0 3" 6" 9" 1' FOR II" X 17" PLOT - 3/4" = 1'-O" 24" WIDE 12 GA 3" DEEP GRIP STRUT 2'-3 1/2" DIAMOND PLANK OR"� SECTION -ICE BRIDGE A -A FOR 22" X 34" PLOT — 1" = 1'—O" 0 6" 1' FOR II" X 17" PLOT — 1/2" = V—D" 1111 E. Main Street. Suite 1905 Richmond. VA 23219 804.644.4690 ■ VIVI Mlon 1831 RACY COURT RICHMOND, VA 23222 � �;. meµ;♦ � a Z SRE INFO.: SHADWELL RAWLAND 3646 RICHMOND RD KESWICK, VA 22947 ALBEMARLE COUNTY DESIGN: DRAWN: REVIEW: m DATE: 05/)OV16 COMM. NO. 5833-446 SUBMITTALS SYM. DESCRIPTION R-m APPLICATION DRAWINGS REV #0 03/16/17 FINAL APPLICATION DRAWINGS REV 10 03/27/17 5 RE M FWL APMXATI IN DPANINGS FV 11 39/05/ 17 5 "95 F APnWATDN DRAM1N6i REV 11 01/17/15 1 a IREVISED ENSITE DRAWINGS REV 11 IDIVIZ/191 SHEET NAME ICE BRIDGE DETAILS F :17a�S•]F E I VERIZON WIRELESS EQUIPMENT: - CHARLES INDUSTRIES CUBE - SS4B231PX2 EQUIPMENT WITH BATTERY CABINET - RAYCAP OVID - 6 CONTRACTOR PROVIDED EQUIPMENT: * THIS IS NOT A COMPREHENSIVE LIST. IT SHOULD BE ASSUMED BY THE CONTRACTOR THAT ALL OTHER ITEMS DETAILED IN THIS SET OF DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR. - 18" WIDE X 18" TALL 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 AA30OG-iPH-N-3R - INTEGRATED LOAD CENTER "ILC" WITH COMBINATION PADLOCK. - 22" WIDE X 26" TALL X 20" DEEP, CHARLES INDUSTRIES CUBE-RL1003C-A WITH HEAT EXCHANGER (120V) WITH TRIPP-LITE UPE PART #SM150ORMXL2UTAA INSIDE (ONLY REQUIRED WHEN VzT PROVIDES LIT FIBER. UTILITY COORDINATOR MUST VERIFY IF THIS IS NEEDED) - COORDINATES ADDITIONAL ENTRY GATE LOCK(S) WITH CONSTRUCTION MANAGER. 10' CONCRETE PAD 30"x2O" CONDUIT STUB -UP OPENING 10' H-FRAME w/ ICE BRIDGE EQUIPMENT H-FRAME a POST (TYP) a MOUNTED LIGHT SWITCH w/ TIMER ON END POST (TYP) V ILC L-- I CHARLES BOX FOR i INCOMING CENTURY i LINK FIBER. i EQUIPEMENT LAYOUT PLAN SCALE: N.T.S. PROPOSED VERIZON LIGHT EQUIPI H-FRA POST EQUIPI H-FRF POST CHARLES BOX 1111 E. Main Street, Suite 1905 Richmond, VA 23219 804.644.4690 1831 RADY COURT RICHMOND, VA 23222 RAN I A Ly..._ A It.ix. ;"�' t. 4MV SM INFO.: SHADWELL RAW LAN D 3646 MCHMOND RD KESWICK, VA 22947 ALBEMARLE COUNTY DESIGN: DRAWN: REVIEW TTV DATE: 05)=I6 COMM. NO. 5833-446 sym.1 DESOiIPIION ADAE"'PPLICATION DRAWINGS REV p0 + FINAL APPLICATION DRAWINGS REV 10 RAISED RN4 APPI1G1110N 1, NGS RIV f2 " Dl/17/1B '/ RENSm nNLL APPLMI1xM1 DRIFINGS RV 02/OD/l B s REVISED ENSRE DRAWINGS REV f1 O4/12/19 Io RENSED F.N4. MPLxA1DN DPNWACS REV IS OB/26/10 SHEET NAME: EQUIPMENT LAYOUT AND NOTES NOTE: SIDE A SIDE B NOTE: NOTE: 1. SEE CONDUIT CONNECTIONS FOR CABLE/CONDUIT ROUTINGS. BOTTOM EDGE OF OVP'S SHALL NOT EXCEED SHEET NO: H-FRAME RISER DETAILS 36" ABOVE FINISHED CONCRETE SLAB. 1. SEE CONDUIT CONNECTIONS FOR CABLE/CONDUIT ROUTINGS. C-7 SCALE: N.T.S. ��q vAl . 10' CONCRETE PAD 10' H—FRAME w/ ICE BRIDGE 0 r` F- I I II 30 KW-8'x29.5" CONDUIT GENERATOR L JSTUB-UP OPENING IN CONCRETE PAD 8'-0" EQUIPEMENT PLAN SCALE: N.T.S. 10'-0" UNISTRUT PIPE/CONDUIT CLAMP P1119 OR 02558-35 (GALV.) (TYP). FOLLOW MANUFACTURER 6"r-- 3'-0" --I� 3'-0" ---I-- 3'-0" --I6" RECOMMENDATIONS FOR BOLT TORQUE POST (TYP) 24" ICE WIDE BRIDGE OICE P1000 1 5/8" X 1 5/8" 12 GAGE D CHANNEL STEEL UNISTRUT (TYP) PIPE 3 STD 13'-4" LONG ICE BRIDGE POST (TYP) 0 0 P2860-10 END CAP (TYP) K w N > U � FINISH SUBGRADE EQUIPMENT H-FRAME / POST #1 (CLOSEST TO J 11 p 1 r BTS EQUIPMENT PAD) u LJ L r u 1 CAST -IN -PLACE 4000 PSI (TYP) CONCRETE FOUNDATION (TYP) H-FRAME DETAIL SCALE: N.T.S. It (Z1L. a IQ w it E x s E ml 1111 E. Main Street, 3" TYP SUite 1905 Richmond, VA 23219 804.644.4690 !" DIA H-FRAME )UNDATION F---T---T -�T a-T--e T---T---T-- _ I _a 1 1 a I`a °I" � I I d �1 vief sm, F7 1 1 1 1'' )UIPMENT H—FRAME )ST, TYP ow I° Ire I I I 9 ` _a I °'I I" 1 1831 RADY COURT RICHMOND, VA 23222 �� 1. LL` U•[�T j - a 9 EQUAL SPACES AT 1'-0" 6" E M CONRETE PAD DESIGN �. �' l�� i /yM dWlllLL.'l.�I'. C�UIJ'i\i ' SCALE: N.T.S. �. ,;.�• FILL VOID WITH #57 GRAVEL AFTER CONDUIT INSTALLATION PROPOSED CONCRETE PAD 2" a I o� � SITE INFO.: S HADWE LL NEW CONDUITS COMPACTED #57 GRAVEL RAWLAND "HILITI" KWIK BOLT 5/8" DIA STAINLESS STEEL EXPANSION ANCHOR BOLT EXPANSION ANCHOR DETAIL SCALE: N.T.S. GENERATOR CONDUIT ROUTING DETAIL SCALE: N.T.S. #4 AT 12" O.C. EACH WAY FOR GENERATOR PAD. (T)P TOP AND BOTTOM) (4,000 PSI CONCRETE), N U CONCRETE PAD FOUNDATION SCALE: N.T.S. 4 NOTE: THIS DESIGN ASSUMES A 2000 PSF SOIL BEARING PRESSURE #57 GRAVEL 3646 RICHMOND RD KESWICK, VA 22947 ALBEMARLE COUNTY DESIGN: DRAWN: REVIEW: TTV DATE: 05/)0(/16 COMM. NO. 5833-446 SUBMITTALS SYM.1 D13CMFNON DJ�/l PPLICATION DRAWINGS REV /0 03/ 1 , IFt.MSED FIK APPLUTIN DPANMT REV 12 101/17/181 9 REI ISED ENSDE DRAWING$ REV 11 04/12/19 RPASED FlWl APPLIGRDN DRIWINCS REV ES OB/26/19 SHEET NAME: CONCRETE PAD DETAILS SHEET NO.: (xA] C-8