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HomeMy WebLinkAboutSDP201900038 Plan - Submittal (First) 2019-06-04E a E verizon--k' DIRECTIONS TO FROM GOODIES BRIDGE SWITCH: TURN RIGHT TOWARD ELK R. FOR 0.4 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/BGYD TAVERN FOR 0.3 MILES. TURN LEFF 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 4y •x # N r� *r , LOCALMAP NOT TO SCALE PROJECT SITE J*A%N VICINITY MAP North lip NOT TO SCALE North SHADWELL E PARCEL ■ 3646 RICH-MOND ROAD PAR KESWICK, VA 22947 PROJECT DESCRIPTION INSTALLATION AND OPERATION OF ANTENNAS AND ASSOCIATED EQUIPMENT IN A RAWLAND SITE UTILITIES INFORMATION: 2 WORKING DAYS EMERGENCY INFORMATION: POWER: DOMINION BEFORE YOU DIG LOCAL FIRE AND EMERGENCY SERVICES (888) 667-3000 TOLL IFREE (434) 971-1765 TELEPHONE: CENTURY LINK MISS UTILITY LOCAL EMERGENCY POLICE DISPATCH (800) 769-0110 (434) 971-1765 PROJECT TEAM REAL ESTATE: CHAD FRECKMAN PFCNE NUMBER (434) 996-4473 KNING STEPHEN WALLER PrW NLY6ER (434) 825-0617 CUNSTRUCTiCN: STEVE POOLE PHONE NUMBER (540) 290-6704 F,-,,L,.T RICK GLISSON PHONE NUMBER 804 658-6871 ENTAL cON6OLTANT; ANDREW HENDRICKS PHONE NUMBER (703) 478—GO55 SUB. NO DESCRIPTION PRELIMINARY SITE PLAN REV #0 ENSITE DRAWINGS REV #0 APPLICATION DRAWINGS REV #0 FINAL APPLICATION DRAWINGS REV #0 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 PA. BOX 15039 CHESAPEAKE, VA 23328 CONTACT: ED WHITE, LS TELEPHONE: (757) 482-0474 BY DATE SUB. NO. JYY 06/01/16 5 JYY 03/06/17 6 JYY 03/16/17 7 DATE 09/05/17 01/17/18 02/09/18 JYY 03/27/17 a REVISED FINAL APPLICATION DRAWINGS REV 14 JYY 03/22/19 PROJECT SUMMARY INDEX OF DRAWINGS PROPERTY OWNER: EASTON, ALICE S. 513 BERWICK COURT CHARLOTTESVILLE, VA 22901 APPLICANT INFORMATION: VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 CONTACT: TELEPHONE - FAX NUMBER: MARC CORNELL (804) 548-4079 (804) 321-0398 PROJECT DViTA ZONING RA, EC TAX MAP# 07gA1-00—OC-0 ACREAGE 1.00 AC JURISDICTION ALBEMARLE COU SITE TYPE RAWLAND TOWER TYPE MONOPOLE TOWER HEIGHT 100.5'1 AGL OVERALL HEIGHT 102.5't AGL LEASE AREA 1600 SF AREA OF LAND DISTURBANCE 5032 SF OGRAPH DESCRIPTION REVISED FINAL APPLCATION DRAWINGS REV #1 REVISED FINAL APPLICATION DRAWINGS REV #2 REVISED FINAL APPLICATION DRAWINGS REV #3 BY JYY JYY JYY Sheet Number D300 N� Sheet Title GENERAL G-1 COVER SHEET G-2 GENERAL NOTES AND CONCRETE EQUIPMENT PAD DETAILS CIVIL C-1 SITE SURVEY C—IA TREE INVENTORY C-18 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 SiNGAGE C-6 ICE BRIDGE DETAILS C-7 EQUIPMENT LAYOUT AND NOTES C-8 CONCRETE PAD DETAILS LATITUDE: 38- 00' 31.0482- N (NAD 83) LONGITUDE: 78' 22' 18.5534" 1R (NAG 83) ELEVATION: 409.3' (NAVD 88) ADA COMPLIMCE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. SITE WILL NOT BE SERVED BY CITY SEWER OR WATER. SHEET TOTAL: 15 CL.ARKNEXSER 1111 E. Main Street, Suite 1905 Richmond. VA 23219 804,B44.4690 verizoW 1831 RAOY COURT RICHMOND, VA 23222 i,.ic. Nin. 41207- ' ` N-A k, mom. SM INFO,: SHADWELL C. 1 =► ■ 3646 RICHMOND RD KESNCK, VA 22947 ALBEMARLE COUNTY COMM. NO. SUBMTTT TENWE 6�r1ON DRAWINGS REV DN DRAWINGS Tloamx orauwxlx i IWW FAt APPLrAMm Mwo RFY D2/09/16 e kyoFm M'PD m OR m liN 03/22/I9 SHEEENAME COVER SHEET SHPFrNO.: G-1 GENERAL NOTES CONCRETE NOTES CILARKNEXSE`: E 1. COORDINATE THE WORK OF OTHER TRADES INCLUDING, BUT NOT LIMITED TO, THE REQUIREMENTS FOR SLEEVES, INSERTS, HOLES, AND ANCHORS. 2. REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT DRAWINGS TO THE ENGINEER PRIOR TO BEGINNING WORK IN AREAS THAT WILL BE AFFECTED. 3. DETAILS APPLY NOT ONLY WHERE SPECIFICALLY INDICATED OR REFERENCED, BUT ALSO IN ALL OTHER CASES WHERE THE NATURE OF THE CONSTRUCTION REQUIRES THEIR USE. DETERMINE APPLICABILITY FROM DESCRIPTIVE TITLES OR FROM THE SIMILARITY OF A CONSTRUCTION CONDITION TO ANOTHER CONDITION WHERE THE DETAIL IS SPECIFICALLY INDICATED OR REFERENCED. 4. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND SUPERVISION OF THE WORK ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, 5, REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS SHOP DRAWINGS UNDER ANY CIRCUMSTANCE. EXCAVATION NOTES SELECT FILL MATERIAL ASTM D 2487 SOIL CLASSIFICATION GROUPS GIN, 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% CF 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. 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. J. CONCRETE MATERIALS SHALL BE Pi ACCORDANCE WITH THE FOLLOWING: PORTLAND CEMENT FLY ASH NORMAL WEIGHT AGGREGATES WATER AIR —ENTRAINING ADMIXTURE WATER REDUCING ADMIXTURES RETARDING ADMIXTURE WATER —REDUCING AND RETARDING ADMIXTURES ACCELERATING ADMIXTURE HIGH —RANGE, WATER —REDUCING ADMIXTURES HIGH —RANGE, WATER —REDUCING AND RETARDING ADMIXTURES ASTM C 150, TYPE I ASTM C 618, CLASS F (NOT TO EXCEED 15% OF CEMENT 8Y WEIGHT) ASTM C 33 POTABLE ASTM C 260 ASTM C 494, TYPE A ASTM C 494, TYPE B ASTM C 494, TYPE D ASTM C 494, TYPE C ASTM C 494, TYPE F ASTM C 494, TYPE G 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, Suite 1905 Richmond, VA 23219 804.644.4690 verizon,/ 1831 RADY COURT RICHMOND, VA 23222 . } Or I1151'11!V. y0f)N Ap SM INFO.: SHADWELL RAWLAND 3646 MCHMOND RD KESWCK, VA 22947 ALBEMARLE COUNTY DESIGN: JYY DRAWN: VVIAD 1 ATV DATE: QV=16 1 1 3 PPPUCAnON DRAWINGS REV 101031161171 1 S bv= FW APFLWN WA4Z Im111 109/05/171 SHEET N%M GENERAL NOTES AND CONCRETE EQUIPMENT PAD DETAILS SHEET Na: G-2 s ABBREVIATIONS 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 M1 M1LE SF SQUARE FOOT/FEET AGL ABOVE GROUND LEVEL GPIN GRID PARCEL IDENTIFICATION NUMBER N NORTH S-T 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 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 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 PA PROPERTY LINE YDS YARDS EOE EXISTING OVERHEAD ELECTRIC LS LAND SURVEYOR PROJ. PROJECT 115' RADIUS FALL ZONE ` ZN. a1aaW 0.. W. & LIAMPARR 2 ?. AR 4252 P& 170 26160 RRPRRCEI A9. T 07,A91�L47-0C-019GY1 I � ,p �1 1 SEE TREE INVENTORY, SHEET C-1A IAU �, D.B. 02§(PG. 61 Oj9pl£4p /d9 BJ/ J PAWa -co-OC-oam ' dIT 10I`Fso pG• �T00 S• T0.9. ,o j ,1ao�al�,.00 � O SIGHT DISTANCE EXCEEDS 610' SITE SURVEY l SEE ENTRANCE PLAN, SHEET C-4B Rt5: OR aa tax pa / ZDA1E0 � P . ZM4.W SIGHT DISTANCE EXCEEDS 610' MJa' S. EASTON &R B74 ZM PAWEL 0. 07MI SURVEYOR'S NOTES 1. 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 NAVO 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 ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE COMMUNITY NUMBER 51003C 0325 D. DATED FEBRUARY 4. 2005, B. THE EXISTENCE OF HAZARDOUS WASTE, VEGETATED WETLANDS, OR TIDAL WETLANDS, WAS NEITHER INVESTIGATED, NOR CONFIRMED DURING THE PERFORMANCE OF THIS SURVEY. I ® LEASE NOTES I 1. NEW VERIZON WIRELESS 20' INGRESS/EGRESS AND UTILITY RIGHT-OF-WAY 2. NEW VERION WIRELESS 1600 SF LAND SPACE LEGEND EXISTIN 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' .r C!LARIXMENSETNl 1111 E. Main Street. Suite 1905 Richmond, VA 23219 804.644.4690 veri.zonv 1831 RADY COURT RICHMOND, VA 23222 SITE o4a: SHADWELL RAWLAND 3646 NCHMOND RD KESWICK, VA 22947 ALBEMARLE COUNTY DESIGN: JAW DRAWN: JAW REVIEW: Jyy TTV DATE 16 COMM. NO. 5833-446 SLJBMTTTALS SYM. �6OUPTION Due 1 PRI IAA CDNSD61CGD11 RRRIIAIOR IWY 06/01/16 R RE MWINGS REV /0 03/06/17 ,r AUCAT10N DRAWINGS REV /0 03/16/17 wu APROTION DROmum Rtv D3/27/17 6 RD601110. W[WN MUM RTV 09/05/17 a RRL APPI1G11YMI DRNI11f8 AE4 01/17/1s Rs�n 1Na WPII[ADG7 osasbs �v Dz/aR/1e M WP1e M N60 & It 10121t191 SHEETNA)Vc SITE SURVEY %iffy NO.: C.1 FOR 22" X 34' PLOT - 1' = 75' 0 75' 150' FOR 11' X 17' PLOT - 1' = 150' E s E a TREE INVENTORY L � •• t-. mac- r o � l s / / rl /� of // i o i o� / C NOTES 8 C1.ARKNEXSEN EXTREME CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING TREES THAT ARE TO REMAIN 1111 E. Main Street. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OR Suite 1905 Richmond, VA 23219 COMPENSATION OF DAMAGED TREES 804.644ANU 3, SITE SHALL BE MAINTAINED IN ACCORDANE WITH A TREE CONSERVATION PLAN TO BE PREPARED BY A CERTIFIED ARBORIST, AS REQUIRED BY SEC. 5.1.40(C)(4) 4. TRIM EXISTING BRANCHES THAT ENCROACH INTO THE FENCED ,�� IN COMPOUND AREA. O LEASE NOTES 1831 RADY COURT RlCHMOND, VA 23222 NEW VERIZGN WIRELESS NON-EXCLUSIVE 20' WIDE INGRESS/EGRESS AND UTILITY RIGHT-OF-WAY �� V..A o// 2. NEW VERIZGN WIRELESS 1,600 SQUARE FEET LAND SPACE��z` ' TREE INVENTORY ' USTINY YN NUMBER SPECIES CALIPER AGL HEIGHT CANOPY HEIGHT (162) TWIN OAK 12" 73 479' AMSL (166) OAK 15" 76' 481' AMSL •p - aly (177) OAK 28" 91' 499' AMSLSs% (182) OAK 20" 71' 475' AMSL AkA (199) HOLLY 15" 43' 443' AMSL OAK 3r or SOD' AM * (235) DEAD MAPLE 24" 61' 471' AMSL 9MiNR).: * (237) OAK 12" 51' 461' AMSL SHADWELL (239) MAPLE 8" 51' 462' AMSL (241) OAK 14" 90' 500' AMSL RAW LAN D (243) OAK 14" 84' 493' AMSL (245) OAK 12" 52' 461' AMSL 1 3646 RICHMOND RD (247) OAK 12" 92' 499' AMSL KEWCK VA (249) TWIN MAPLE 6" 29' 490' AMSL 22947 (251) MAPLE 6" 40' 452' AMSL (253) TRI. OAK 48" 82' 495' AMSL ALBEMARI.E COUNTY (255) CEDAR 6" 33' 446' AMSL DESIGN: mDRAVNL VVMD (257) PINE 12" 85' 499' AMSL REVIEW: ,IYY (259) PINE 12" SS S00' AMSL TTV DATE: 16' comm. NO. 5633-445 (261) TRI. OAK 36" 87' 500' AMSL SUBMITTALS (263) OAK 10" 78' 489' AMSL syn °EK3urnVA-M (265) OAK 12" 77' 488' AMSL I WNW MUMM YMNZ Fnr JD 05/91/16 z ENSrrE DR WINGS REV #0 W/0e/17 * (267) TWIN OAK 24" 43' 453' AMSL ' kPPUCATION DRAWINGS REV p0 0311rl17 (269) OAK 14" 74' 488' `AMSL 4 IWL AMMOM GPMJWS REV 10 D3/27/17 , 1MO FK ARUMN IRGM RD J1 09/05/17 (273) OAK 12" 86' 500' AMSL a 660 mn RW 01/17/18 (275 ) MAPLE 8" 56' 470' AMSL FWX Nr D1nn1 oaoA1� RE7 02/09/1 a , FM PUM ROM W s D3/22/19 (277) TWIN ELM 16, 45' 459' AMSL siEETNAr1E: *TOTAL TREES TO BE RFMOVFD: 3 TREE INVENTORY NOTES: 1, REFERENCE TREE IS IDENTIFIED ABOVE IN BOLD. 2, TREE DRIPUNES ARE DRAWN TO SCALE. 3. TARGET TREE HEIGHT INFORMATION OBTAINED BY BUCKET TRUCK TREE HEIGHT SURVEY DATED 01/16/16. GRAPHIC SCALE(S) SHEETNO.: FOR 22" X 34" PLOT - 1' = 10' 0 5' 10' 20' FOR 11" X 17" PLOT - 1" = 20' C — 11* Z � t k ,J � 1 � I � I 1 E E I I E I I I II I I I I I I 9 I I NOTES CILARKHEW E',' 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL ASSUME THE RESPONSIBILITY OF LOCATING ANY UNDERGROUND 1111 E. Main Street, UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST AND CROSS Sulte 1905 THROUGH THE AREA OF CONSTRUCTION THAT ARE NOT SHOWN Richmond, VA 23219 ON THESE PLANS. BEFORE YOU DIG, CALL "MISS UTILITY' AT 804.644.4850 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 yer�zor� 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 i'� op BE THE RESPONSIBILITY OF CONTRACTOR TO SEED AND a� ESTABLISH A PERMANENT VEGETATIVE COVER. 5. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION. SAFETY IS THE RESPONSIBILITY OF THE = "' CONTRACTOR. ALL WORK SHALL BE PERFORMED IN i _— ,)(155A KVNIAl ACCORDANCE WITH OSHA REQUIREMENTS. 6. THE CONTRACTOR IS RESPONSIBLE FOR SITE LAYOUT AND Pit.Q11. �1�53j CONSTRUCTION STAKING. LOCATION OF EXISTING STRUCTURES, AND UTILITIES MUST BE CONFIRMED BY THE CONTRACTOR. , �- 7. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL CODES OR ORDINANCES.�� ONA 8. THE INDICATED DIRECTION OF NORTH WILL HAVE TO BE VERIFIED IN THE FIELD. ® LEASE NOTES WEINPo.: SHADWELL 1. NEW VERIZGN WIRELESS NGN—EXCLUSIVE 20' WIDE INGRESS/EGRESS AND UTILITY RIGHT—OF—WAY 2. NEW VERIZON WIRELESS 1.600 SQUARE FEET LAND SPACE RAWLAND ® CONSTRUCTION NOTES 3646 RICHMOND RDKESWICK, 1. NEW VERIZON WIRELESS 10' UTILITY H—FRAME WITH ICE BRIDGE. VA 2. NEW VERIZON WIRELESS 40' X 18' WOODEN FENCED COMPOUND 22947 3. NEW CHARLES CABINET FOR CENTURY LINK ALBEMARLE COUNTY 4. NEW VERIZON H—FRAME NTH METER AND DISCONNECT DESIGN: WAS 5. NEW VERIZON 12VIDE GATE DRAWN: dAW REVIEW: Uyy 6. NEW VERIZON WIRELESS 5'1 LF ICE BRIDGE TTV DATE 05v= 16 COMM. NO. 5833-446 7. NEW VERIZON WIRELESS COMPOUND GRAVEL SUBMITTALS 8. NEW VERIZON WIRELESS 12' WIDE GRAVEL ACCESS ROAD �' oE5OUTPON DAM mw wm Nam my /o or/a'/ 9. NEW VERIZON WIRELESS 9' X 19' VEHICLE 2 slrE DRAWINGS Rev /0 03/06/ PARKING/TURN—AROUND PUCAInON DRAWINGS REV /D D3/t G/ AAPREEM DRWDII.S REV D 03/27/ 10. NEW VERIZON WIRELESS 30 KW DIESEL GENERATOR ON 4' X 8' s rM AMWO o atv 09/05/ CONCRETE PA] , a m FWL AMMM RV Dt/n/ DNiI APR.OROX ORIN @Y 15 02/09/ SHWrMME ENLARGED SITE GRAPHIC SCALE(S) I PLAN FOR 22" X 34' PLOT — 1° = 5' 0 S. 10' MR I I' X 17' PLOT — 1' = 10' M41FMO.: C-2 ENLARGED SITE PLAN STOP OF TOWER APPURTENANCES (LIGHTNING ROD) Y - - - - ELEVATION = 102.5't A.G.L. [512'f AMSL] j--TOP OF TOMR/IOP OF AWBW Y F1EY11110N = 100S* A,GL [610'f AI,16Lj - - - 0 0 REFERENCE TREE IDENTIFIED AS 30" OAK --- - - - - HEIGHT = 500' AMSL - NOTE: FENCE NOT SHOWN FOR CLARITY REFERENCE TREE ELEVATION VIEW NOT TO SCALE 2w NEW VERIZON WIRELESS VFP DEPLOYABLE PLATFORM NEW VERIZON WIRELESS GENERATOR NEW VERIZON WIRELESS ICE BRIDGE I I I I � I � I I I TOWER FOUNDATION DESIGNED BY OTHERS 18" MAX .Ili (6) NEW VERIZON WIRELESS FLUSH MOUNTED PANEL ANTENNAS ELEVATION = 96'f A.G.L. @ RAD C NEW VERIZON WIRELESS OVP'S AND RRH'S - - ELEVATION - 86'f A.G.L. _,$� NEN VE M 1gRE1 M 100S A &L MONOPOLE *HEIGHT INCLUDES ABOVE GROUND FOUNDATION AND BOLT HEIGHTS. SEE DETAIL 2, THIS SHEET. NEW ANTENNAS MONOPOLE �_. 2 3/8'm a O© PIPEMOUNT (TYP) ANTENNA BRACKET - VALMONT/SITEPRO 1: UWS6-NP ANTENNA MOUNT ANTENNA PLAN VIEW (86' RAD CENTER) NO SCALE 30' MAX Fikwo BRADS O TOWER AMSL._, ElE11� 01 - Imo- r:kl AMSL 1B" MAX TO POLE TO BACK OF ANTENNA NEW ANTENNA (TYP OF 6) U MOUNTING COLLAR (TYP OF 3) ja SUPPORTING REMOTE RADIO HEADS AND OVP BOXES (TYP) [RRH: 26'(H)x12"(W)x7'(D) OVP: 23"(H )x 16 "(W)X 1 O'(D)] f FI9 " ENLARGED VIEW NO SCALE TOWER BOLTS (TYP) ENLARGED VIEW NO SCALE NOTES NO COMMERCIAL ADVERTISING MATERIAL WELL BE USED IN CONJUNCTION WITH THE NEW TOWER. 2. LIGHTNING ROD WILL NOT EXCEED 2' ABOVE THE TOWER AND 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 4. 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 +' CLARKINENSEN 1111 E. Main Street. Suite 1905 Richmond, VA 23219 804.644.4690 verizonv 1831 RADY COURT RICHMOND, VA 23222 14 op ,N' E ^' I'�,"STIN.. Y. � 00N. �. J L.ic. No. 42897 .f -M INPQ: SHADWELL RAWLAND 3646 RICHMOND RD KESWICK, VA 22947 ALBEMARLE COUNTY DESIGN: dYY DRAWN: WMD REVIEW: jyy TTV DATE 051MI6 COMM. NO. 5833-446 SUBMrrTALS ma. DIEKNFnoN Doh PAIwwAxrm7sx9oI1 mWMNDS FEW 08/01/11 x RE DRAWINGS REV /0 03/05/7: s PLIOCION DRAWINGS REV )0 03/Is/I' a APPLtl111WN DWIW= RLY 10 0312711; s ISYffO IAIR AITUN0.Y Ds1AVIIS 9LV 11 09/05/1: e OWRNV.L APPIL]gl GRm1166;0 01/17/1F � 1AAAPRIC100N ORMM�S 9EV 02/09/1F e ENV. MIGIIIpI MAW REV H 03/22/tE ELEVATION VIEW 1. ANTENNAS WILL BE INSTALLED USING A MODIFIED RUSH -DESIGN WITH LOW -PROFILE MOUNTING BRACKETS. 2. FINAL MOUNTING DESIGN MAY VARY SLIGHTLY DEPENDING ON SHEETNOo AVAILABILITY AND SPECIFIC MANUFACTURER. 3. PROPOSED ANTENNAS - COMMSCOPE JAHH-65C-R38C-3 DIMENSIONS - 95.7-(H) X 13.8"(W) X 8.2"(D) N0<;� a- ----------------- GRADING PLAN ® LEASE NOTES EROSION AND SEDIMENT CONTROL NOTES CLARKNEXSIE 1. NEW VERIZON WIRELESS 20' INGRESS/EGRESS AND UTILITY RIGHT—OF—WAY 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL 1111 E. Main Street. Suite EROSION AND SEDIMENT CONTROL PRACTICES WILL BE Richmond. 23218 Richmond. 2. NEW VERIZON WIRELESS 1600 SF LAND SPACE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM 604.644.4690 — STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND _ SEDIMENT CONTROL HANDBOOK AND THE VIRGINIA EROSION AND ® 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. venzonv 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 I I �� �� op MATERIAL ON AREAS TO BE PAVED. 4. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES EVERY 2 WEEKS AND AFTER EACH RUNOFF PRODUCING `� e RAINFALL EVENT. ANY NECESSARY REPAIRS TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES AND CLEANUP OF SEDIMENTATION ARE THE RESPONSIBILITY OF THE CONTRACTOR , AND SHALL BE MADE IMMEDIATELY. LTC• No. 4289.7 5. THE CONTRACTOR SHALL LIMIT SITE ACCESS BY CONSTRUCTION VEHICLES TO ENTRANCES PROTECTED BY A STONE CONSTRUCTION ENTRANCE (VESCH STD. do SPEC. 3.02) OR AN APPROVED COMPARABLE CONTROL MEASURE SEDIMENT SHALL BE REMOVED iF ' FROM PAVED AREAS ON A DAILY BASIS, S'Sr1(�``' 1. 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. 9MINFQ: 8. 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, RAWLAND 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 RICHMOND RD 10. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE KESWICK, VA NOT TO BE REMOVED UNTIL ALL DISTURBED AREAS ARE �c�7 STABILIZED. AFTER STABILIZATION IS COMPLETE, ALL MEASURES SHALL BE REMOVED WITHIN 30 DAYS. TRAPPED SEDIMENT SHALL BE SPREAD AND SEEDED. ALBEMARLE COUNTY DESIGN: JYY DRAWN: VVMD REVIEW ,IYY TYV DATE: 05/m16 E & S LEGEND COMM.NO. 5833-446 DIRECTION OF OVERLAND FLOW °°'i gymrnTM mmurmv aeWws irEv o6/ot, �F� SILT FENCE RAWINGS REV ID 03/Ds, PERMANENT SEEDING DN DRAWINGS REV /0 03/is, ORN17NG5 FR1' 03/27, GRASS SWALE CENTERLINE wno= mum IV 11 09/05, e kWD RAX PnOnN DOgM MY P 01/17, ._. LIMITS OF DISTURBANCE , P2M FM WRWM �� ®s o2/a9, �> SLOPE PERCENTAGE ° mm nw dpxxo6 a 03 2 9HEEi W1ME: 551.4 SPOT ELEVATION GRADING PLAN TREE PROTECTION NEW GRADING LINE GRAPHIC SCALE(S) SHEET NO.: FOR 22' X 34' PLOT — I' = 10' 0 5' 10' 20' C-4 FOR 11" X 17" PLOT — 1' = 20' -�d1 J ��a01�-a01 1--- I I I 1 I I l [ I I � o I v t I v li4 I L l I ENLARGED GRADING PLAN LEASE NOTES CLARKNEXSEN NEW VERIZON WIRELESS 20' INGRESS/EGRESS AND RIGHT-OF-WAY 1111 E. Main Street, Suite INS .. 2. NEW VERIZON WIRELESS 1600 SF LAND SPACE Richmond, VA 23219 aoa.aaa.a60 ® CONSTRUCTION NOTES verizon 1. NEW VERIZON WIRELESS 12' WIDE GRAVEL ACCESS ROAD 1531 RADY COURT RICHMOND, VA 23222 SITE JNM: SHADWELL I:l,Vi►IIF_10191 3646 NCHMOND RD KESWCK, VA 22947 ALBEMARLE COUNTY DESIGN: DRAWN: 1 REVIEW IT TW DATE: 05AOC/16 N 00mm. IVO. 5B33-446 SUBMITTALS 14.1w DEKRF M nkTI W WWY C01611dW710N CRWR06 KV A 06/01/ WE OMMINGS REV 10 oa/00 PLICRTION DPAWIHGS REV %0 03/I6/ MP11MMN WM NM MY 16 03/27/ -K APPLMW CRWW REV Is 02/09, a MW W MPIG N MOM 0 14 103124 SHEET NM7E s ENLARGED GRADING PLAN I GRAPHIC SCALE(S) I FOR 22' % 34' PLOT - 1' = 5' 0 5' 10' SHEErND; FOR 11' X 17" PLOT - 1" = 10' C-4A CLARKNEXSEN 3 ENLARGED GRADING PLAN AND ENTRANCE PLAN — c i' kip GRAVEL ROAD ' 10 BE DC1�FSWID iaY TFE- EMSUM Ct1NSMLIOity- AT TIC T[.�E of Ce1NSTEr:d6;1N7Pd TYK i • C(AF6KR fimN ,i^1 XftlE TYPE 0- �OIKWVE TYRE M Az�T I'r VE .Y - *Vw1 fWLITROX Nll}t- L M.L EIkTNAwdY C-rrl af..0 5'y.'.L START E1id'.x or Fe¢ [�{IwLEsEg i pP r MANAGE :S NECESS+R7e 11€ :X1CM V-Y � FL.pYfG BACK TO i-ROVFrr AT ;.€.6S1 B' W l'OVEP: OYEn s`E'E, AS ST ood SE ALTERNrTE Y'£7NLm! For. FLf'`FKi FIRE 1I9ES EIr1T:A CES OlfG A.0 i-E[+TRjV Q CI%WES &n TO GE SM--10TF/LY TED WTO TML ROADY144Y BY ROMM'�G AS WVSSARY 3 LT'OR E}Ovm volm m4:Kv" IS WF.ATER i- LEHGTK% OF a%XTRTS sAsi^' ON KOAQ VtiAKS FOR ENTR,idLfi ARE AMIROKMATE k% SKILL BE /NWSTED TO OBTAn ABOVE F*AlY AY WIDTH$. s- EHTRApTES w- TLL 0 tt' SA16E 4S ASOYT CXQEPT LOCATM OF 11ER1 Mk&N REMI5 n. VDOT PE-1 PRIVATE ENTRANCE AND LOW VOLUME COMMERCIAL ENTRANCE DETAIL NO SCALE GRADING OF THE ROADSIDE DITCHES SHALL BE PERFORMED AS DIRECTED TO OBTAIN POSITIVE DRAINAGE. j GRAPHIC SCALE(S) j FOR 22' X 34" PLOT — I' = 5' 0 5' 10' FOR 11' X 17" PLOT — 1' = 10' 1111 E. Main Street, Suite 1906 Richmond, VA 23219 894.644.4690 vermnv 1831 RADY COURT RICHMOND, VA 23222 Oil JVST' '� Y. y(iM 4289'- �`� `s ,,' SITE INM.: SHADWELL .�_\►►► W.11►1�7 3646 RICHMOND RD KESWICK, VA 22947 ALBEMARLE COUNTY DESIGN: DROWN: REVIEW: TTV DATE: OSIXXII b SYM. DEscssynDN LATE 1 P®i . MASME m mmexa IQY to OD/Cl/1 B z SITE DRAWINGS REV /0 03/09/17 PLICATION DRAWINGS REV /0 03/16/17 FBgL APPLIDIDDN DNXWS REV In 03/27/17 5 FmL �6 in 1 09/05/17 FLAIL DM" v 01/17/1 B T p6t'ED rru o9ums li<Y XV EM D2/09/1 B rux DRBB1s I4 03/22 M9 SHM NAME ENLARGED GRADING PLAN AND ENTRANCE PLAN w C-4B EROSION AND SEDIMENT CONTROL CONSTRUCTION SEQUENCE 1. SET POSTS AND EXCAVATE A 4'X4" 2. STAPLE WIRE FENCING TRENCH UPSLOPE ALONG THE LINE OF TO THE POSTS. s` POSTS. 6' MAX 12 1/2 GAUGE MIN MESH SPACING 6' MAX N STEEL OR WOOD ' �- POST-IMBED 3' 3. ATTACH THE FILTER FABRIC 4. BACKFILL AND COMPACT TO THE WIRE FENCE AND EXTEND THE EXCAVATED SOIL, IT INTO THE TRENCH. z EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC GROUND LINE V/114"W", WIRE TEMPORARY SILT FENCE NO SCALE DRIP LINE 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, OCR 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. 5. TREES TARGETED FOR PROTECTION WHICH AHE AUUIDLNIALLY DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED IN ACCORDANCE WITH THE PROCEDURES DESCRIBED UNDER MAINTENANCE (SECTION 14b) OF THE STANDARD & SPECIFICATION 3.30. TREE PROTECTION NO SCALE O (Revised June 2003) TEMPORARY SEEDING SPECIFICATIONS QUICK REFERENCE FOR ALL REGIONS ;M APPLICATION DATES SPECIES APPLICATION RATES Sept. 1-Feb. 15 50/50 Mix of Annual Ryegrass (lolium multi-Norum) & Cereal (Winter) Rye (Secale cereale) 50-100 (Ibs/acre) Feb. 16-Apr. 30 Annual Ryegross (lolium multi-florum) 60--100 (Ibs/acre) May. 1-Aug. 31 German Millet 50 (Ibs/acre Apply to-iu-iu itKii IctK at a rate q-3u ins./acre for to ios./t,uuusq rt Apply PULVERIZED AGRICULTURAL LIMESTONE at 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 site. - Incorporate the lime and fertilizer into the top 4-6 inches of the soil by disking or by other means. 5 - When applying Slowly Available Nitrogen, use rates available in Erasion & sediment Control Technical Bulletin 04, 2003 Nutrient Management for Development Sties at http,/www.dcr.state.va.us/sw/e&s.htmipubg TABLE 3.32-E (Revised June 2003) PERMANENT SEEDING SPECIFICATIONS FOR PIEDMONT AREA LAND USE SPECIES APPLICATION PER ACRE Minimum Care Lawn Tall Fescue Perennial Ryegrass 95-100 0-5 (Commercial or Residential) Kentucky Bluegrass 0-5 p. TOTAL, 175-200 Ibs High -Maintenance Lawn Tall Fescue TOTAL: 200-250 Ibs Tall Fescue 128 lb s General Slope (3:1 or Red Top Gross or Creeping Red Fescue 2 Ibs 20 Ibs kw Sesional Nurse Crop Total: 150 lbs Toll Fescue 108 Ibs LOW -Maintenance Slope Red Top Gross 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 VCV1. A current turfgrass variety list is available at the local County Extention office or through VCIA at 804-746-4084 or at http://sudon.cses.vt.edu/html/Turf/turf,(publications/publicoUons2/html 2- Use seasonal nurs crap in accordance with seeding dates as stated below: February 16th - April...- .......... ....... Annual Rye May 1st - August 15th....................... Foxtod Millet August 16th - October ..................... Annual Rye November - February 15th .............. Winter Rye 3- Substitute Sericea Lespedeza for Crownvetch east of Formville, VA (May through September use hulled seed, all other periods, use unhulled Sericea). If Flatpea is used, increase to 3D Ibs/acre. If weeping Iovegrass 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,ODO 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 & SedmMenj Control Technical Bulletin 14, 2003 Nutrient Management for Development Sites at htta://wow.dcr.state.va.us/sw/e&s.htmlIpubs PRE -CONSTRUCTION PHASE: I. 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 EDfnON (1992). 20. COMPLETE FINAL SITE RESTORATION WORK AND VERIFY THAT FINAL STABILIZATION (PERMANENT VEGETATION OR GRAVEL) IS ACHIEVED OVER PREVIOUSLY -DISTURBED AREAS. 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 OFFSDE. 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 INH181T 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, CCONSuRUCTIOE, MAINTENANCE INSTRUCTIONS 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 Erc. (VOTES: * 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 ESCS 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. * 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: I C L A_R i- N E_7C S-E_1 ---- 1111 E. Mein Street, Suite 1905 Richmond, VA 23219 604,644.4690 werizon)l 1831 RADY COURT RICHMOND, VA 23222 T H 0 o a J�,''S:TIN Y1, 5,OM,,, f . Lic. 42150.7 L r 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 SINS: INSPECTION ITEMS INCLUDE THE FOLLOWING: SHADWELL 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 RAWLAND TOP OF THE BARRIER TO REDUCE PRESSURE ON THE FENCE AND ALLOW ENOUGH SPACE FOR ACCUMULATION FROM FUTURE RAINFALLS. 3W NCHMOND RD 3. TREE PROTECTION DEVICES SHALL BE INSPECTED FOR DAMAGE OR MISSING COMPONENTS. REPAIRS SHALL BE MADE OR ADOMONAL KEWCK, VA FENCING INSTALLED IF NECESSARY. DAMAGED TREES SHALL BE 22947 MAINTAINED IN ACCORDANCE WITH THE PROCEDURES IN THE EROSION AND SEDIMENT CONTROL MANUAL, ALBEMAKE COUNTY 4, REAPPLY SEED, MULCH AND FERTILIZER IN AREAS WHERE TEMPORARY SEEDING SEEDLING EMERGENCE IS POOR OR WHERE DESIGN: EROSION OCCURS, AS SOON AS POSS18LE 00 NOT MOW THE DRAWN: AREAS WHERE TEMPORARY SEEDING IS PRESENT, AND PROTECT REVIEW. FROM TRAFFIC AS MUCH AS POSSIBLE. T FV DATE 16 5. PERMANENT SEEDING SHALL BE INSPECTED FOR FAILURE AND COMM. NO. 5833-446 REPAIRS SHALL BE MADE WITHIN THE SAME PLANTING SEASON, IF SUBMfTTALS POSSIBLE. 16. RE-EVALUATE PLANTING MATERIALS, QUANTITIES SYKII DAP ION I p,n OF LIME, AND FERTILIZER IF INADEQUATE COVERAGE IS PRODUCED. , =Uawn avN�a67-oil z 1ENsrrE DRAWINGS REV SO 01 3/a6/ SHErr WWIE DETAILS 0.: C-4C I E CONSTRUCTION NOTES L CATE, CORNER, END OR PULL POST 6' X 6' TREATED LUMBER' SPACING FOR UNE POSTS IS 8'-0' j TO q MAX 2. TOP RAIL & BRACE RAIL: 2" X 4' TREATED LUMBER s s 3. 1" (NOMINAL) X 6" —8' DOG EARRED FENCE BOARDS. CEDAR PREFERRED. 11 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 B. DUCK BILL OPEN GATE HOLDER. VERIFY LOCATION IN FIELD PRIOR TO INSTALLATION. TYPICAL BOTH SIDES OF GATE 9. GEGTEXTILE FABRIC 10. GATE HARDWARE. MANUFACTURER NOT SPECIFIED AT THIS TIME 11. POST: CONCRETE FOUNDATION (4000 PSI) _ B'-0" TYP _ BETWEEN EACH LINE POST I (TYP) COMPOUND FENCE DETAIL NO SCAT 11010 LwdN►Is] 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. C 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. I NO EXTERIOR x I FSIDE ACILITY i TRESPASSING 3 I 1 E I f �� VIOLATORS 5 7 WILL BE PROSECUTED f1 i NO -TRESPASSING SIGN 18' HIGH X 24' WIDE (OPERATIONS PROVIDED) SIGNAGE NOTES 1. SIGNS SHALL BE FABRICATED FROM CORROSION RESISTANT PRESSED METAL, AND PANTED 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 LLEITERINNG I N FO R M AT I 0 GREEN BACKGROUND /WHITE LETTERING CONTACT: 800-852-2671 SITE: THIS IS AN ACCESS POINT TO AN N0. 57 COARSE AGGREGATE AREA WITH TRANSMITTING ANTENNAS. (3" MINIMUM) 1' MIN. ABOVE WHILE BACKGROUND EXISTING GRADE OBEY ALL aOSM Ao aouMM6 BMW TM PANT W/BLACK LETTERING' 12' WHITE BACKGROUND W/RED LETTERING au VOM 111 a FOR WK INFMM M EXISTING 1 1/2' PER 6' OF SLOPE i 1/2' PER 6' OF SLOPE GRADE WHITE BACKGROUND STATE: SWITCH: 8 '/zon r W/BLACK LETTERING SITE ID: 5 1/2' MINIMUM /7T,77 AT CROWN //\\\ vark WHITE BACKGROUND W/RED LETTERING WHITE BACKGROUND W/BLACK LETTERING COMPACT ROAD BASE GEOTEXTILE FABRIC WHERE` nVERIZON WIRELESS -SITE ID SIGN n INFORMATION SIGN 18' HIGH X 24' WIDE 18' NIGH X 24' WIDE MATERIAL REMOVE ORGANIC REQUIRED. VERIFY WITH (OPERATIONS PROVIDED) (OPERATIONS PROVIDED) MATERIAL (3" MINIMUM) CONSTRUCTION MANAGER PRIOR TO BID EARTH WORK.51JErMVE 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 CONDMON. 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 F TOWER REGISTRATION NO. WHO BACKGROUND xxxxxxx —t—W/BLACK LETTERING 4 FCC REGI57RATION SIGN TYPICAL SIGNS AND SPECIFICATIONS NO SCALE +^E CLARIKNE_X-SE.. - 1111 E. Main Street, Suite 1905 Richmond, VA 23219 804.644.4690 verhon/ 1831 RACY COURT RICHMOND, VA 23222 0/ '�fF Lic. No. 4289-/ u sn twat SHADWELL 3646 RICHMOND RD KESWCK, VA 22947 ALBEMARLE COUNTY 1 SYM.1 OESC7JPTION 1 047E 1 E NSRE DRA NGS REV /D 0�/06/17 � vucanDN DwanNcs REv JD Gs/is/i7 s-I�1'n[er,E FENCE AND SINGAGE SHWrNa: C-5 NO SCALE A STAINLESS STEEL BAND MONOPOLE 11 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 + �A DETAIL THIS SHEET Ij GROUND BAR CLAMPED TO MONOPOLE UNDER ACCESS PORT II 12 AWG SOLID TINNED COPPER, CADWELD TO GROUND BAR 3/4X PVC CONDUIT ICE BRIDGE DETAIL FOR 22" X 34" PLOT - 3/4' = 1'-0' 0 6" 12' FOR 11" X 17' PLOT - 3/8" = l'-O" GPS T� ANTENNA 1/2'0 THREAD 12" LONG (4 ' ICE BRIDGE PIPE COLUMN HYBRID LINE PIPE 3 STD COLUMN (TIP) 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. 12 AWG SOLID TINNED COPPER TO EQUIPMENT GROUND RING (TYP) B2 (STANDARD CABLE) BRIDGE GROUND 3/4" PVC Q CONDUIT G I 1 12 AWG GROUND CONNECTION (TYP) A PIPE I STD, 24" LONG SADDLE CLAMPS, TYP GPS ANTENNA MOUNTING BRACKET FOR 22 X 34" PLOT - 1 1/2' = 1'-0' 0 3" 6° 9" l' FOR 11" X '17' PLOT - 3/4' = 1'-0" VARIES 3'-0" MAX #2 (STANDARD CABLE) BRIDGE GROUND -\ .m — — DEPLOYABLE PLATFORM r �� BY VFP, INC. SEE SHEET I A-i I I II 1 I I I L OUTDOOR I EQUIPMENi7 fovp, 12 AWG GROUND CONNECTION (TYP) ICE BRIDGE PIPE COLUMN II 4L3x3x TRUT TYP. BOLT V)4 (TYP)(GALV) GRIP STRUT PLANK CONNECTION DETAIL FOR 22' X 34" PLOT - 1 1/2" = 1'-0. 0 3" 6" 9" 1' FOR 11" X 17" PLOT - 3/4" = 1'-O" CONCRETE EQUIPMENT PAD 24" WIDE 12 GA 3" DEEP GRIP STRUT 2'-3 1/2" DIAMOND PLANK OR E SECTION -ICE BRIDGE A -A FOR 22" X 34" PLOT - 1" = 1'-0" 0 6' 1' FOR 11" X 17' PLOT - 1/2' = V-0" 1 CLA-RxNE, E'ti 1111 E. Main Street, Suite 1905 Richmond, VA 23219 604.644.4690 verizoW 1831 RADY COURT RICHMOND, VA 23222 op /-/ .f+ 4- f b-c_ N-o. 4112897 x r �f. FM INPp.: SHADWELL RAWLAND 3646 RlCHMOND RD KESWICKa VA 22947 ALBEMARLE COUNTY DESK;N: JYY DRAWN: WMD REVIEW: JYY TTV DATE 05/)OV16 COMM. NO. 5833 446 SUBMRTALS SVMr-ENGS PTON DATE MA m W Mx66 F& jo OB/01/1 B s REV JO 03/D5/17 DAYANcs REV 0 03/15/17 N DRAMWM REV )o D3/27/17 :iIDII DMMNS REV E1 00/03/17 a FW WngRM WAM AW 12 01/17/19 7 IOQAST RK AWCU M DUAW RtY ovop/m a (IRl APRYAMW MUM IVµ 03/22/19 SHEETNAME ICE BRIDGE DETAILS SHEETNO.: C-6 I 's E VERIZON WIRELESS EQUIPMENT: - CHARLES INDUSTRIES CUBE - SS4B231PX2 EQUIPMENT WITH BATTERY CABINET - RAYCAP OVP - 6 C0R 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 0300L SERIES POWER TRANSFER LOAD CENTER MODEL AA300G-1PH-N-3R - INTEGRATED LOAD CENTER "ILC" WITH COMBINATION PADLOCK. - 22" WIDE X 26" TALL X 20" DEEP, CHARLES INDUSTRIES CUBE-RL1003C-A WITH HEAT EXCHANGER (12OV) WITH TRIPP-LITE UPE PART JSM150ORMXL2UTM INSIDE (ONLY REQUIRED WHEN VzT PROVIDES LIT FIBER. UTILITY COORDINATOR MUST VERIFY IF THIS 1S NEEDED) - COORDINATES ADDITIONAL ENTRY GATE LOCK(S) WITH CONSTRUCTION MANAGER. 10' CONCRETE PAD 30"x2O" CONDUIT STUB -UP OPENING a c, cj a EQUIPEMENT LAYOUT PLAN SCALE: N.T.S. PROPOSED VERIZON GPS ANTENNA-\ A LIGHT — EQUIPMENT H-FRAME POST #1 2' WIDE ICE BRIDGE ON EACH SIDE. SUPPORTED BY 2 POST MIN NOTE. SIDE A 1. SEE CONDUIT CONNECTIONS FOR CABLE/CONDUIT ROUTINGS. H-FRAME RISER DETAILS SCALE: N.T.S. 10' H-FRAME w/ ICE BRIDGE EQUIPME H-FRAM POST # Nm- BOTTOM EDGE OF OVP'S SHALL NOT EXCEED 36" ABOVE FINISHED CONCRETE SLAB. NT H-FRAME (P) LIGHT SWITCH ON END P) BOX FOR CENTURY :R. SIDE B CHARLES BOX NOTE, 1. SEE CONDUIT CONNECTIONS FOR CABLE/CONDUIT ROUTINGS. .0 CLARKNEXSEN 1111 E. Main Street. Sulfa 1905 Richmond, VA 23219 804.644,4690 veri on,/ 1831 RADY COURT RICHMOND, VA 23222 ! 1i 0 <I116)T,)r4 Y. 57{)WI ti r Lic Nlo. 42899 r f` OAJONA1-1 5rrE INFD.: SHADWELL RAWLAND 3646 RICHMOND RD KESIMCK, VA 22947 ALBEMARLE COUNTY DESIGN: DRAWN: QENIQIIV: _ 5833.946 SYM. DESCRI"M I DATE C016 mmo OWm AIV N 06/01/16 z TE- DRAWINGS REV 10 03/06/17 3 kJIUCALTIaN DRAWINGS REV /0 03/15/17 SHEET NAME EQUIPMENT LAYOUT AND NOTES SHEEP NO.: C-7 E E I a 10' r(1Nr.RFTF Pan 10' H—FRAME w/ ICE BRIDGE 0 I r_Fri _ i II 30 KW I n—8"x29.5' CONDUIT GENERATOR L JI STUB —UP OPENING L r— J IN CONCRETE PAD B'-0" EQUIPEMENT PLAN SCALE: N.T.S. 10'-0' UNISTRUT PIPE/CONDUIT CLAMP P,119 OR 02558-35 (CAL,V,) 6"I--�— 3'-0' �^ 3'-0' 1 3'-0" �16" RECOMM RECOMMENDATIONS FOR MANUFACTURER TORQUE POST (TYP) 24" WIDE ICE BRIOGE X 1 5/8- 12 GAGE P1000 1 5/8- CHANNEL STEEL UNISTRUT (TYP) PIPE 3 STD 13'-4" LONG ICE BRIDGE POST (TYP) O E b P2860-10 ENO CAP -(TYP) tr w} N O ,0 FINISH SUBGRADE EQUIPMENT H-FRAME POST 11 (CLOSEST TO 1 p r - BTS EQUIPMENT PAD) 'I I 1 I - I.. J I:. co LILJ . CAST -IN -PLACE 4000 PSI (TYP) CONCRETE FOUNDATION (TYP) H-FRAME DETAIL SCALE: N.T.S. t" DiA H—FRAME )UNDATION )UIPMENT H—FRAME )ST. TYP "HILITI" KWIK BOLT 5/8" DIA STAINLESS STEEL EXPANSION ANCHOR EXPANSION ANCHOR DETAIL SCALE N,T.S. EL Q wV1 n 00 10'-0" 3" TYP —�---I—w�—r e—�— G--I—�-- �---r--^r---={—�--Irk .I ° °I, 41 —P---T---�--T —T— a- T---T---T— E --z1 ` 14 F<— --,T— = 4 T �— , — .— � --= T—;—•l�°--- � --tee = � o 1 I. I I a• I i I. r L° !ems I I I I� 1°• I„ ."I I• I i e° � 1 1 °' I 1 —� �• � • I f � I- � 1° i• I •I. I I •^I I ,° I. 9 EQUAL SPACES AT 1'-0" f6t CONRETE PAD DESIGN SCALE: N.T.S. FILL VOID WITH #57 GRAVEL AFTER CONDUIT INSTALLATION 8" PROPOSED CONCRETE PADS 2•" 17 I 9 � NEW CONDUITS COMPACTED J57 GRAVEL GENERATOR CONDUIT ROUTING DETAIL 4 SCALE: N.T.S. J4 AT 12" O.C. EACH WAY FOR GENERATOR PAD. (TYP TOP AND NOTE: THIS DESIGN ASSUMES A N BOTTOM) (4,000 PSI CONCRETE) .I 2000 PSF SOIL BEARING PRESSURE CC COMPACTED 157 GRAVEL n CONCRETE PAD FOUNDATION SCALE N.T.S. - 1 CLARK_NE_X5EN--- 1111 E. Main Street. Suite 19D5 Richmond, VA 23219 804.644.4690 werizor 1831 RADY COURT RICHMOND, VA 23222 o, ` J> ]USTIN,Y. V00N, Lie. No. 4129OL7 SRE INFO.: SHADWELL ITAT 3646 RICHMOND RD KESWICK, VA 22947 ALBEMARLE COUNTY DESIGN: - DRAWN: RQIAEVIE SYM. DES C RI PTION NO3/27/E17 coxs>mclw Rennes Imr DRAWINGS REV %0 PLICA710N ORAWWGS REV jc4 APPLUMMARNOMY10 � &D Rnl N'R1G,IOX 9RUNI5 AfY 02/09/1B a LSFD fWIL R°RtlVLIe n41106 en k 03/22/19 SHEET NAMB CONCRETE PAD DETAILS SHEET NO: C-8