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HomeMy WebLinkAboutSDP201400021 Plan - Approved 2014-02-25DIRECTIONS TO SITE: WPO APPLICATION/ FOR EROSION AND SEDIMENT CONTROL PLAN/ STORMWATER MANAGEMENT PLAN APPROVAL ONLY FROM RICHMOND: MERGE ONTO I -64W. KEEP RIGHT TO STAY ON 1-64W FOLLOW SIGNS FOR INTERSTATE 64 W/INTERSTATE 195 S/POWHITE PARKWAY/CHARLOTTESVILLE. TAKE EXIT }136 FOR US -15 TOWARD GORDONSVILLE/PALMYRA. TURN RIGHT ONTO US -15 N/JAMES MADISON HWY. TURN LEFT ONTO VA -22 W/LOUISA RD. SUGHT RIGHT ONTO STATE ROUTE 675/LINDSAY ROAD. DESTINATION WILL BE ON THE LEFT. r' ' .IMsy c,r PROJECT SITE LOCALMAP NOT TO SCALE SP0,6wwd 41 Y �1 PROJECT SITE VICINITY I MAP NOT TO SCALE CASH CORNER 2176 LINDSAY ROAD UORDONSVILLE, VA 22942 Submittal Type PROJECT DESCRIPTION Reviewed and Approved by the INSTALLATION OF MONOPOLE, COMPOUND AND Date Commtyevelo ent partment OPERATION OF ANTENNAS AND BASE STATION File# (EQUIPMENT IN A RAW -LAND LEASE AREA 2 WORKING DAYS BEFORE YOU DIG Signature 811 TOLL FREE MISS UTILITY North APPROVAL IREAL ES.1: HARRY CALLAWAY PHONE NUMBER (757) 240-7367 ZONING: STEPHEN WALLER PHONE NUMBER (434) 825-0617 CONSTRUCTION: DICKIE TURNER Sheet Title CLARK NEXSEN PHONE NUMBER (540) 661-6002 ENVIRONMENTAL CONSULTANT: ANDREW HENDRICKS WASHINGTON, DC 20005 PROJECT MANAGER: PHONE NUMBER 703 478-0055 TELEPHONE: (202) 461-3287 FAX NUMBER: (202) 461-3266 SURVEY: REV. NO. DESCRIPTION BY DATE REV. NO. DESCRIPTION BY DATE //1�� SITE PLAN SPP 04/23/13 /5� WPO APPLICATION SPP 06/05/14 //��\ REVIEW SET JYY 07/29/13 EROSION & SEDIMENT CONTROL —�3 APPLICATION DRAWINGS JYY 01/10/14 CONSTRUCTION SEQUENCE NOTES & 4 REVISED APPLICATION DRAWINGS JYY 04/24/14 A-1 CONSULTING TEAM ARCHITECTURE AND ENGINEERING: Sheet Title CLARK NEXSEN 1331 L STREET NW, SUITE 600 COVER SHEET WASHINGTON, DC 20005 PROJECT MANAGER: STUART PATTERSON, PE TELEPHONE: (202) 461-3287 FAX NUMBER: (202) 461-3266 SURVEY: ELEVATION VIEW CAUSEWAY CONSULTANTS, PC ENLARGED SITE PLAN P.O. BOX 15039 GRADING PLAN CHESAPEAKE, VA 23328 ENLARGED GRADING PLAN CONTACT: ROBERT T. WILUAMS,JR, L.S. TELEPHONE: (757) 482-0474 SOIL ENGINEER: EROSION & SEDIMENT CONTROL NONE DETAILS PROJECT SUMMARY —] PROPERTY OWNER: HOWARD, ALAN B 2176 LINDSAY ROAD GORDONSVILLE, VA 22942 APPLICANT INFORMATION: VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 CONTACT: TELEPHONE: FAX NUMBER: PROJECT DATA: ZONING TAX MAP# ACREAGE JURISDICTION SITE TYPE TOWER TYPE TOWER HEIGHT OVERALL HEIGHT LEASE AREA AREA OF LAND DISTURBANCE GEOGRAPHIC COORDINATES: LATITUDE: LONGITUDE: GROUND ELEVATION JOHN MILLER (804) 214-1887 (804) 321-0398 RA 50-41A 61.86 ALBEMARLE COUNTY RAWLAND MONOPOLE 90.75' 92.75' 1600 SF 19,145 SF N: 38'-05'-48.5822" (NAD 83) W: 78'-15'-15.4261" (NAD B3) 543.4' (NAVD 88) ADA COMPLIANCE: FACILITY 15 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 PLAN C -1A AREA MAP C-2 TREE INVENTORY C-3 ELEVATION VIEW C-4 ENLARGED SITE PLAN C -4A GRADING PLAN C -4B ENLARGED GRADING PLAN C -4C ENLARGED GRADING PLAN C -4D ENLARGED GRADING PLAN C -4E EROSION & SEDIMENT CONTROL DETAILS C -4F EROSION & SEDIMENT CONTROL DETAILS C -4G EROSION & SEDIMENT CONTROL CONSTRUCTION SEQUENCE NOTES & DETAILS C-5 CML DETAILS ARCHITECTURAL A-1 SHELTER ELEVATIONS SHEET TOTAL: 15 LARK* IN EXS 1331 L STREET, NW SUITE 600 WASHINGTON, DC 20005 202461-3260 FAX 202461.3266 VAVW.CLNUWEXSEN.COM veri�on wireless 1831 RADY COURT RICHMOND, VA 23222 1181Y Y. YOON Lic. No. 42897 SITE INFO.: CASH CORNER RAWLAND 2176 LINDSAY ROAD GORDONSVILLE, VA 22942 ALBEMARLE COUNTY IJT`/ DATEc 03R9/13 COMM. NO. 3036.213 SITE PLAN W/23/13 x REVIEW SET 07/29/13 PLICATION DRAWINGS 01/10/14 ��4 REVISED APPLICATION DRAWINGS D4/24/14 /s\ WPO APPLICATION D6/05/14 AHEET NV*: COVER SHEET I G-1 DIRECTIONS TO SITE: WPO APPLICATION/ FOR EROSION AND SEDIMENT CONTROL PLAN/ STORMWATER MANAGEMENT PLAN APPROVAL ONLY FROM RICHMOND: MERGE ONTO I -64W. KEEP RIGHT TO STAY ON I -64W FOLLOW SIGNS FOR INTERSTATE 64 W/INTERSTATE 195 S/POWHITE PARKWAY/CHARLOTTESVILLE. TAKE EXIT #136 FOR US -15 TOWARD GORDONSVILLE/PALMYRA. TURN RIGHT ONTO US -15 N/JAMES MADISON HWY. TURN LEFT ONTO VA -22 W/LOUISA RD. SLIGHT RIGHT ONTO STATE ROUTE 675/LINDSAY ROAD. DESTINATION WILL BE ON THE LEFT. y �a PROJECT SITE LOCALMAP NOT TO SCALE S.pnlswuud Tfl k� �,o,aoPavnls0. °=<,ya° zzl a SP otsw .,T PROJECT SITE IIIIIII vt 4a „ VICINITY MAP NOT TO SCALE North lqjpl North CASH CORNER 2176 LINDSAY ROAD GORDONSVILLE. VA 22942 PROJECT DESCRIPTION INSTALLATION OF MONOPOLE, COMPOUND AND OPERATION OF ANTENNAS AND BASE STATION EQUIPMENT IN A RAW -LAND LEASE AREA 2 WORKING DAYS BEFORE YOU DIG 811 TOLL FREE MISS UTILITY APPROVAL DESCRIPTION , \ SITE PLAN REAL ESTATE: HARRY CALLAWAY PHONE NUMBER 757 240-7367 ZONING: STEPHEN WALLER PHONE NUMBER (434) 825-0617 CONSTRUCTION: DICKIE TURNER PHONE NUMBER (540) 661-6002 ENVIRONMENTAL IGNSULTANT: ANDREW HENDRICKS PHONE NUMBER (703) 478-0055 REVS. NO. DESCRIPTION , \ SITE PLAN Z\� REVIEW SET COVER SHEET APPLICATION DRAWINGS REVISED APPLICATION DRAWINGS CONSULTING TEAM ARCHITECTURE AND ENGINEERING: CLARK NEXSEN Sheet Title 1331 L STREET NW, SUITE 600 REVIEW: WASHINGTON, DC 20005 COVER SHEET PROJECT MANAGER: STUART PATTERSON, PE TELEPHONE: (202) 461-3287 FAX NUMBER: (202) 461-3266 SURVEY: TREE INVENTORY CAUSEWAY CONSULTANTS, PC ELEVATION VIEW P.O. BOX 15039 ENLARGED SITE PLAN CHESAPEAKE, VA 23328 GRADING PLAN CONTACT: ROBERT T. WILLIAMS,JR, L.S. TELEPHONE: (757) 482-0474 SOIL ENGINEER NONE BY DATE REV. NO. DESCRIPTION SPP 04/23/13 A5 WPO APPLICATION JYY 07/29/13 JW 01/10/14 JYY 04/24/14 PROJECT SUMMARY PROPERTY OWNER: HOWARD, ALAN B 2176 LINDSAY ROAD GORDONSVILLE, VA 22942 APPLICANT INFORMATION: VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 CONTACT: TELEPHONE: FAX NUMBER: PROJECT DATA: ZONING TAX MAP# ACREAGE JURISDICTION SITE TYPE TOWER TYPE TOWER HEIGHT OVERALL HEIGHT LEASE AREA AREA OF LAND DISTURBANCE GEOGRAPHIC COORDINATES: LATITUDE: LONGITUDE: GROUND ELEVATION JOHN MILLER (804) 214-1887 (804) 321-0398 RA 50-41A 61.86 ALBEMARLE COUNTY RAWLAND MONOPOLE 90.75' 92.75' 1600 SF 19,145 SF N: 38'-05'-48.5822" (NAD 83) W: 78'-15'-15.4261" (NAD 83) 543.4' (NAVD 88) ADA COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. SITE WILL NOT BE SERVED BY CITY SEWER OR WATER. BY DATE SPP 06/05/14 INDEX OF DRAWINGS Sheet Number Sheet Title GENERAL REVIEW: G-1 COVER SHEET CIVIL COMM. NO. C-1 SITE PLAN C -1A AREA MAP C-2 TREE INVENTORY C-3 ELEVATION VIEW C-4 ENLARGED SITE PLAN C -4A GRADING PLAN C -4B ENLARGED GRADING PLAN C -4C ENLARGED GRADING PLAN C 4 ENLARGED GRADING PLAN C -4E EROSION & SEDIMENT CONTROL DETAILS C -4F EROSION & SEDIMENT CONTROL DETAILS C -4G EROSION & SEDIMENT CONTROL CONSTRUCTION SEQUENCE NOTES & DETAILS C-5 CML DETAILS ARCHITECTURAL A-1 SHELTER ELEVATIONS SHEET TOTAL 15 LARK* IN EXS 1331 L STREET, NW SUITE 600 WASHINGTON, DC 20005 202461.3260 FAX 202.461.3266 WWW.CLARKNEXSEN.COM veru wireless 1831 RADY COURT RICHMOND, VA 23222 op a' JUSTIN Y. YOON u LiC. No. 42897 r k'10N. X1. a SM INFO•: CASH CORNER RAWLAN D 2176 LINDSAY ROAD GORDONSVILLE, VA 22942 ALBEMARLE COUNTY DESIGN: JYY DRAWN: KAW REVIEW: SPP TTV DATE: 0329/13 COMM. NO. 3036.213 z IREVIEW SET 07/29/13 A, lfpucAnON DRAWINGS 01/10/14 Z! REVISED APPLICATION DRAWINGS 04/24/14 As 0 APPLICATION 06/0.5/14 SHEET NAZI COVER SHEET SWEU NO.: G-1 SWEET NO.: C-1 ABBREVIATIONS SURVEYOR'S NOTES LARK*EXSEN 0, DIA DIAMETER MAP NO NUMBER # NUMBER GIS GEOGRAPHIC INFORMATION OSHA OCCUPATIONAL SAFETY1. TOPOGRAPHIC SURVEY PERFORMED BY CAUSEWAY CONSULTANTS, A/C AIR CONDITIONING SYSTEM AND HEALTH ADMINISTRATION P.C. P. 0. BOX 15039. CHESAPEAKE, VIRGINIA, 23328-50394. 1331 L STREET, NW ADA AMERICANS WITH GPIN GRID PARCEL P/P POWER POLE PHONE: 757-482-0474. SURVEY DATE: APRIL 2, 2013. SUITE 600 DISABILITIES ACT AEG ABOVE FINISHED GRADE IDENTIFICATION NUMBER GPS GLOBAL POSITIONING P.B. PE PLAT BOOK PROFESSIONAL ENGINEER 2. COORDINATES AND ELEVATIONS SHOWN WERE ESTABLISHED USING WASHINGTON, DC 20005 AOL ABOVE GROUND LEVEL SYSTEM P/PG. PAGE STATIC GPS OBSERVATIONS, POST PROCESSED THROUGH NOAA'S 202461-3260 FAX 202.461.3266 ASTM AMERICAN SOCIETY FOR ID IDENTIFICATION P/L PROPERTY LINE OPUS WEBSITE AND CONVERTED TO NAVD 88 AND NAD 83, U.S V✓MN.CLARWEXSEN.COM TESTING AND MATERIALS INC INCORPORATED PROJ. PROJECT SURVEY FOOT, FOR THE VERTICAL DATUM AND HORIZONTAL AVE AVENUE INV INVERT R/W RIGHT OF WAY COORDINATES, RESPECTIVELY, USING U.S. ARMY CORPS OF C, C/L CENTERLINE INFO INFORMATION RD ROAD ENGINEERS CORPSCON SOFTWARE, VERSION 5.11. C.L.D. CENTERLINE DITCH L/P LIGHT POLE/LAMP POST SCH SCHEDULE 3. NO SUB -SURFACE INVESTIGATION WAS PERFORMED BY CAUSEWAY CMP CORRUGATED METAL PIPE LLC LIMITED LIABILITY SF SQUARE FOOT/FEET CONSULTANTS, P.C. THIS SURVEY DOES NOT GUARANTEE THE veru wireless CONC CONCRETE CORPORATION LS LAND SURVEYOR ST STREET "EXISTENCE OR NONEXISTENCE" OF UNDERGROUND UTILITIES. D.B. DEED BOOK DWG(S) DRAWINGS () LTE LONG TERM EVOLUTION STD STANDARD PRIOR TO ANY CONSTRUCTION OR EXCAVATION, CONTACT MISS 1831 RADY COURT MAX MAXIMUM TBM TEMPORARY BENCHMARK UTILITY AT 1-800-552-7001 TO CONFIRM THE LOCATION OR RICHMOND, VA 23222 ELEV ELEVATION MHz MEGAHERTZ T -PED TELEPHONE PEDESTAL EXISTENCE OF UNDERGROUND UTILITIES. ENODE B RF CABINET MIN MINIMUM TTM TECHNICAL TEAM VISIT EOE EXISTING OVERHEAD TYP TYPICAL 4. THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF A TITLE ELECTRIC MI MILE VA VIRGINIA REPORT AND MAY NOT DEPICT ANY OR ALL EASEMENTS THAT rC1 �} Nt", NaNW EZBFO BATTERY BACKUP CABINET N NORTH NORTHWEST VDOT VIRGINIA DEPARTMENT OF MAY AFFECT THE PROPERTY. (F) FOUND FIFE FINISHED FLOOR NAD NORTH AMERICAN DATUM TRANSPORTATION W WEST 5. PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF ELEVATION FIRM FLOOD INSURANCE RATE NAVD NORTH AMERICAN VERTICAL DATUM WEI YDS WILL BOOK YARDS' RECORD. " 6. THIS SURVEY DOES NOT REPRESENT A BOUNDARY SURVEY. THE Q RIGHT-OF-WAY, PROPERTY LINE AND/OR EASEMENTS SHOWN JUSTIN Y. YOON HEREON REPRESENT A COMPILATION OF RECORDED DEEDS, N/F PLATS, G.I.S. RECORDS AND TAX MAPS. L1C. N0. 42897 EUGENE W. HARRINGTON, JR. D.B. 1034, PG. 114 7. THE AREA OF THE PROPOSED CELL TOWER APPEARS TO LIE "X", d T.P. 51-12 WITHIN FLOOD ZONE ACCORDING TO THE FEDERAL -SS 35'58'g2" EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE COMMUNITY NUMBER 51003C-0325 D, DATED �- �O�q��2 3V' f FEBRUARY 4, 2005. 5 $7RFAM 27 K"- ONXII APPROXIMATE S 60'04'3 1493.67 8. THE EXISTENCE OF HAZARDOUS WASTE, VEGETATED WETLANDS, OR TIDAL WETLANDS, WAS NEITHER INVESTIGATED, NOR CONFIRMED DURING THE PERFORMANCE OF THIS SURVEY. SITE I'` CASH CORNER `so9 ® LEASE NOTES RAWLAND �\ 1. NEW VERIZON WIRELESS 20' INGRESS/EGRESS AND UTILITY I RIGHT-OF-WAY 2. NEW VERIZON WIRELESS 1600 SF LAND SPACE � FALL RADIUS 2 SEE ENLARGED SITE LAN, SHEET C-4 / N/F w N/F N/F 2176 LINDSAY ROAD LEGEND JILL MACKEY GREINER & MI ALAN B. HOWARD DARTHULA ROMINE PAUL W. GREINER �, - �11 D.B. 1146, PG. 295 D.B. 2977, PG. 361 GORDONSVILLE, VA D.B. 3714, PG. 357 00 T.P. 50-41A T.P. 51-13 22942 EXISTING NEW T.P. 50-45B M PKMNAIL IN POWER POLE `-- ELEVATION = 552.97' CONE CONCRETE ALBEMARLE COUNTY ExlsnNC PAD --- PROPERTY LINE DESIGN: JW eaE WEttExrsn c LEASE AREA DRAWN: KAW SEW' SPP JCNC �` EENCE EASEMENT TTV DATE: 0329/13 1 BUILDING (FOOTPRINT) D ® COMM. NO. 3036.213 SUBMITTALS N/F ; 3 sort. oE9CRIP71oN ooh w ALAN B. HOWARD oD XX FENCE Q rrE PLAN 04/23/13 lo D.B. 1717, PG. 635 N N T.P. 50-43 539"9'32'- C' a, ' N/F TREELINE z REVIEW SET 07/29/13 PLICAn0N DRAWINGS 01/10/14 n a 39 18 32" N DOROTHY A. WALKER D.B. 1685, PG. 216 EDGE OF PAVEMENT REVISED APPLICATION DRAWINGS 04/24/14 z E A=266.99' A=266.99' 'r 177.85 7 Al T.P. 51-14D ----EDGE OF GRAVEL xPo APPucAnoN os/os/u 1 �� A,190.1$ WS 55'13'18 E R=925.71 S 38 X91 47" A�2g EOE -OVERHEAD ELECTRIC N/F E - - Q GEORGE BRUCE • D.B. 557, PG. 232MONOPOLE 2Ag. R;//88�6' 47 CONTOURS O T.P. 50-44A PED(VZN) POWER POLE 289'-2° VIRGINIA STATE ROUTE 615 40'R/W s'8' ?so° LOCALLY KNOWN AS UNSAY RD. 936' f SITE PLAN A 30144' GRAPHIC SCALE(S) R=7842- 280_17' N 4T45'33" W FOR 22" X 34" PLOT - 1" = 150' 0 150' 300' FOR 11" X 17" PLOT - 1" = 300' SWEET NO.: C-1 532 II -- - - - - - - - - - -- I - -� J I _ ------ - i , ----------- I II _ I ; ------------- is--------------- _ - —, ---' - - - --------------- ---- --552, -- -- I , I - \\ I i - i ® CONSTRUCTION NOTES I `ULARK•N EXS 1. � OF TOWER: 1331 L STREET, f LATITUDE: N: 38'-05'-48.5822" (NAD 83) SUITE LONGITUDE: W: 78'-15'-15.4261" (NAD 83) WASH INGTON,DC20 ELEVATION: 543.4' (NAVD 88) 202461.3260 FAX202-461•1 WWW.CLARKNEXSEN.0 2. 2000' RADIUS FROM � OF TOWER 3. EXISTING DWELLING (TYP) veru wireless 1831 RADY COURT RICHMOND, VA 23222 GRAPHIC SCALE(S) FOR 22 X 34 PLOT - 1" = 250' 0 250' 500' FOR 11" X 17 PLOT - 1" = 500' v E1 op" l a JUSTIN Y. YGON Lie. No. 42897 k6/s- 't SITE INFO.: CASH CORNER RAWLAN D 2176 LINDSAY ROAD GORDONSVILLE, VA 22942 ALBEMARLE COUNTY DESIGN: JYY DRAWN: KAW RE\AEW-. SPP TN DATE: 0329/13 COMM. ------------ -------' -_------ - NO. �. —� see�-- II �. � � _---- ; ------------- is--------------- _ - —, ---' - - - --------------- ---- --552, -- -- I , I - \\ I i - i ® CONSTRUCTION NOTES I `ULARK•N EXS 1. � OF TOWER: 1331 L STREET, f LATITUDE: N: 38'-05'-48.5822" (NAD 83) SUITE LONGITUDE: W: 78'-15'-15.4261" (NAD 83) WASH INGTON,DC20 ELEVATION: 543.4' (NAVD 88) 202461.3260 FAX202-461•1 WWW.CLARKNEXSEN.0 2. 2000' RADIUS FROM � OF TOWER 3. EXISTING DWELLING (TYP) veru wireless 1831 RADY COURT RICHMOND, VA 23222 GRAPHIC SCALE(S) FOR 22 X 34 PLOT - 1" = 250' 0 250' 500' FOR 11" X 17 PLOT - 1" = 500' v E1 op" l a JUSTIN Y. YGON Lie. No. 42897 k6/s- 't SITE INFO.: CASH CORNER RAWLAN D 2176 LINDSAY ROAD GORDONSVILLE, VA 22942 ALBEMARLE COUNTY DESIGN: JYY DRAWN: KAW RE\AEW-. SPP TN DATE: 0329/13 COMM. z REVIEW SET 07/29/13 01APPLICATION DRAWINGS 01/10/14 REVISED APPLICATION DRAWINGS 04/24/14 A WPO APPLICATION 06/05/14 SI -M NAME AREA MAP �C-1A NO. 3036.213 z REVIEW SET 07/29/13 01APPLICATION DRAWINGS 01/10/14 REVISED APPLICATION DRAWINGS 04/24/14 A WPO APPLICATION 06/05/14 SI -M NAME AREA MAP �C-1A / REFERENCE TREE 2 I I 1 12.0'± o I E 1 I 2 I I-------- . ---------=----------- / A-0 / / / / NOTES 1. TREE INVENTORY PREPARED BY CAUSEWAY CONSULTANTS, P.C. 2. EXTREME CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING TREES. I TREE INVENTORY 12 NUMBER SPECIES CALIPER AGL HEIGHT CANOPY HEIGHT (48) OAK 12" 63 608' AMSL (DO) PIE 24' 61' 624' IWSL (52) OAK 12" 74' 618' AMSL (54) PINE 18" 65' 610' AMSL (56) OAK 18" 75' 543' AMSL (58) OAK 1 24" 73' 1 614' AMSL (60) OAK 1 18" 60' 1 603' AMSL *TOTAL TREES TO BE REMOVED: NONE NOTES: 1. REFERENCE TREE IS IDENTIFIED ABOVE IN BOLD. 2. TREE DRIPUNES ARE DRAWN TO SCALE. 3. UNDERLINED TREE HEIGHTS HAVE BEEN CONFIRMED BY A THIRD PARTY TOWER CLIMB. ® CONSTRUCTION NOTES 1. NEW VERIZON WIRELESS MONOPOLE TOWER, SEE ELEVATION VIEW ON SHEET C-3 ® LEASE NOTES 1. NEW VERIZON WIRELESS 20' INGRESS/EGRESS AND UTILITY RIGHT-OF-WAY 2. NEW VERIZON WIRELESS 1600 SF LAND SPACE GRAPHIC SCALE(S) FOR 22" X 34" PLOT - 1" = 10' 0 5' 10' 20' FOR 11" X 17" PLOT - 1" = 20' LARK* IN EXS 1331 L STREET, SUITE WASHINGTON, DC 2( 202461.3260 FAX 202.461 veru wireless 1831 RADY COURT RICHMOND, VA 23222 parr a' ]USTN Y.YOON u LiC. No. 42897 r SRF INI CASH CORNER IGL\bgI_1N 2176 LINDSAY ROAD GORDONSVILLE, VA 22942 ALBEMARLE COUNTY DESIGN: JW DRAWN: KAW RE\IEW z REVIEW SET 07/29/13 A, PLICATION DRAWINGS 01/10/14 //�� REVISED APPLICATION DRAWINGS 04/24/14 /s� WPO APPLICATION 06/05/14 9-&7 W1ME TREE INVENTORY SHIM NO.: C-2 : SPP TTV DATE: 0329/13 COMM. NO. 3036.213 z REVIEW SET 07/29/13 A, PLICATION DRAWINGS 01/10/14 //�� REVISED APPLICATION DRAWINGS 04/24/14 /s� WPO APPLICATION 06/05/14 9-&7 W1ME TREE INVENTORY SHIM NO.: C-2 OVERALL HEIGHT/TOP OF TOWER APPURTENANCES (LIGHTING ROD) T� ELEVATION = 636- AMSL [92.75'- AGL] 2.0' TOP OF ANTENNAS/MONOPOLE ELEVATION = 634'- AMSL [90.75'- AGL] 10.0' A-, TOP OF CANOPY (3) NEW VERIZON WIRELESS FLUSH MOUNTED ANTENNAS ELEVATION = 629.257- AMSL [86.0'- AGL] I (3) NEW VERIZON WIRELESS FLUSH MOUNTED ANTENNAS ELEVATION = 619.25'- AMSL [76.0'1 AGL] DIAMETER AT THE TOP OF THE MONOPOLE SHALL NOT EXCEED 18" MAX. DIAMETER AT THE BOTTOM OF THE MONOPOLE SHALL NOT EXCEED 30" MAX. NEW VERIZON WIRELESS 90.75' AGL MONOPOLE *HEIGHT INCLUDES ABOVE GROUND FOUNDATION AND BOLT HEIGHTS. SEE ENLARGED VIEW, THIS SHEET BEGINNING OF POLE ELEVATION = 544.08'- AMSL P FOUNDATION _ 30" MAX i ELEVATITI ON = 543.75'- AMSL FINISHED GRADE_® TOWER ELEVATION = 543.25'- AMSL TOWER FOUNDATION BY OTHERS 1 12" MAX FACE OF NEW LTE (4G) ANTENNA (TYP OF 3) OUNTING COLLAR YP OF 2) OUNTING PIPE YP OF 3) SCE OF NEW PCS/CELLULAR JALBAND ANTENNA YP OF 3) LARK•N EXS 1331 L STREET, SUITE WASHINGTON, DC 2( 202.461.3260 FAX202461 veru wireless 1831 RADY COURT RICHMOND, VA 23222 OF NEW MONOPOLE 51� rr] EW MONOPOLE Q JUSTIN Y. YOON u ENLARGED VIEW NOT TO SCALE TOWER BOLTS (TYP) ENLARGED VIEW NOT TO SCALE I GENERAL NOTES I 1. NO COMMERCIAL ADVERTISING MATERIAL WILL BE USED IN CONJUNCTION WITH THE NEW TOWER. 2. LIGHTNING ROD WILL NOT EXCEED 2' ABOVE THE TOWER AND WILL BE 1" DIAMETER 3. ANTENNAS, EXTENSION PARTS AND ALL NEW GROUND EQUIPMENT WILL BE PAINTED TO COUNTY APPROVED COLOR, SHERWIN WIWAMS (#6090) JAVA BROWN 4. NO POINT ON THE FACE OF THE ANTENNA SHALL PROJECT MORE THAN 12 INCHES FROM THE FACE OF THE EXISTING STRUCTURE TO WHICH IT IS ATTACHED 5. ALL VERTICAL CABLES, WIRES, AND SIMILAR ATTACHMENTS SHALL BE RUN VERTICALLY WITHIN THE MONOPOLE'S STRUCTURE I ANTENNA NOTES 1. ANTENNAS ARE TYPICAL FLUSH -MOUNT DESIGN USING MOUNTING COLLAR, BRACKET AND PIPE MOUNTS. 2. FINAL MOUNTING DESIGN MAY VARY SLIGHTLY DEPENDING ON AVAILABILITY AND SPECIFIC MANUFACTURER. 3. PROPOSED ANTENNAS - ANTEL BXA-70063/8CF DIMENSIONS - 94.6"(H) X 11.2"(W) X 4.5"(D) ANTEL BXD - 63406380CF DIMENSIONS - 47.4"(H) X 16.8"(W) X 3.5"(D) LiC. No. 42897 r k6 /.57 / I 't 0NXl. : SITE IWO.: CASH CORNER RAWLAN D 2176 LINDSAY ROAD GORDONSVILLE, VA 22942 ALBEMARLE COUNTY DESIGN: JYY DRAWN: KAW RDAEW: SPP TTV DATE 0329/13 COMM. z REVIEW SET 07/29/13 PPLICATION DRAWINGS 01 /10/14 APPLICATION SHEET NM1@ ELEVATION VIEW SHEET N0_ C-3 NO. 3036.213 z REVIEW SET 07/29/13 PPLICATION DRAWINGS 01 /10/14 APPLICATION SHEET NM1@ ELEVATION VIEW SHEET N0_ C-3 0_� 'I� -------- i OPERATION OF OUTDOOR LIGHTING FOR THE FACILITY SHALL BE PERMITTED ONLY DURING MAINTENANCE PERIODS AND SHALL BE FULLY SHIELDED FROM ADJACENT PROPERTIES. I 1 I I I I I I ly I ry` I I I I-. 10 I L' I I I I I I I I 1 ---------------------------- ;F NOTES 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL ASSUME THE RESPONSIBILITY OF LOCATING ANY UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST AND CROSS THROUGH THE AREA OF CONSTRUCTION THAT ARE NOT SHOWN ON THESE PLANS. BEFORE YOU DIG, CALL "MISS UTILITY" AT 811. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING 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. 3. THE STOCKPILING OF EXCESS MATERIAL ON SITE WILL NOT BE ALLOWED. TEMPORARILY CONSTRUCT STAGING AREAS IN THE LEASE AREA ONLY. 4. ANY VEGETATED AREA DISTURBED BY CONSTRUCTION SHALL BE THE RESPONSIBILITY OF CONTRACTOR TO SEED AND 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 ACCORDANCE WITH OSHA REQUIREMENTS. 6. THE CONTRACTOR IS RESPONSIBLE FOR SITE LAYOUT AND CONSTRUCTION STAKING. LOCATION OF EXISTING STRUCTURES AND UTILITIES MUST BE CONFIRMED BY THE CONTRACTOR. 7. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL CODES OR ORDINANCES. 8. THE INDICATED DIRECTION OF NORTH WILL HAVE TO BE VERIFIED IN THE FIELD. ® LEASE NOTES 1. NEW VERIZON WIRELESS 20' INGRESS/EGRESS AND UTILITY RIGHT—OF—WAY 2. NEW VERIZON WIRELESS 1600 SF LAND SPACE ® CONSTRUCTION NOTES 1. NEW VERIZON WIRELESS 12' X 16' EQUIPMENT SHELTER 2. NEW VERIZON WIRELESS 4' X 8' CONCRETE PAD FOR DIESEL GENERATOR 3. NEW VERIZON WIRELESS ICE BRIDGE 4. NEW VERIZON WIRELESS 4' X 4' CONCRETE STOOP 5. NEW VERIZON WIRELESS CONCRETE PIER FOUNDATION 6. NEW VERIZON WIRELESS MONOPOLE 7. NEW VERIZON WIRELESS SERVICE STAND 8. NEW VERIZON WIRELESS WOOD FENCE 9. NEW VERIZON WIRELESS 12' GRAVEL ACCESS DRIVE 10. NEW VERIZON WIRELESS GRAVEL TURN—AROUND 11. NEW VERIZON WIRELESS GRAVEL COMPOUND 12. NEW CENTURY LINK PULL BOX GRAPHIC SCALE(S) FOR 22' X 34' PLOT — 1' = 5' 0 5' 10' FOR 11' X 17' PLOT — 1' = 10' LARK* IN EXS 1331 L STREET, SUITE WASHINGTON, DC 2( 202-461-3260 FAX 202.461 veru wireless 1831 RADY COURT RICHMOND, VA 23222 a' JUSTIN Y. YOON u LiC. No. 42897 r SITE INFO.: CASH CORNER RAWLAN D 2176 LINDSAY ROAD GORDONSVILLE, VA 22942 ALBEMARLE COUNTY DESIGN: JYY DRAWN: KAW REVIEW. SPP TTV DATE: 0329/13 COMM. NO. 3036.213 / / / NOTES 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL ASSUME THE RESPONSIBILITY OF LOCATING ANY UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST AND CROSS THROUGH THE AREA OF CONSTRUCTION THAT ARE NOT SHOWN ON THESE PLANS. BEFORE YOU DIG, CALL "MISS UTILITY" AT 811. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING 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. 3. THE STOCKPILING OF EXCESS MATERIAL ON SITE WILL NOT BE ALLOWED. TEMPORARILY CONSTRUCT STAGING AREAS IN THE LEASE AREA ONLY. 4. ANY VEGETATED AREA DISTURBED BY CONSTRUCTION SHALL BE THE RESPONSIBILITY OF CONTRACTOR TO SEED AND 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 ACCORDANCE WITH OSHA REQUIREMENTS. 6. THE CONTRACTOR IS RESPONSIBLE FOR SITE LAYOUT AND CONSTRUCTION STAKING. LOCATION OF EXISTING STRUCTURES AND UTILITIES MUST BE CONFIRMED BY THE CONTRACTOR. 7. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL CODES OR ORDINANCES. 8. THE INDICATED DIRECTION OF NORTH WILL HAVE TO BE VERIFIED IN THE FIELD. ® LEASE NOTES 1. NEW VERIZON WIRELESS 20' INGRESS/EGRESS AND UTILITY RIGHT—OF—WAY 2. NEW VERIZON WIRELESS 1600 SF LAND SPACE ® CONSTRUCTION NOTES 1. NEW VERIZON WIRELESS 12' X 16' EQUIPMENT SHELTER 2. NEW VERIZON WIRELESS 4' X 8' CONCRETE PAD FOR DIESEL GENERATOR 3. NEW VERIZON WIRELESS ICE BRIDGE 4. NEW VERIZON WIRELESS 4' X 4' CONCRETE STOOP 5. NEW VERIZON WIRELESS CONCRETE PIER FOUNDATION 6. NEW VERIZON WIRELESS MONOPOLE 7. NEW VERIZON WIRELESS SERVICE STAND 8. NEW VERIZON WIRELESS WOOD FENCE 9. NEW VERIZON WIRELESS 12' GRAVEL ACCESS DRIVE 10. NEW VERIZON WIRELESS GRAVEL TURN—AROUND 11. NEW VERIZON WIRELESS GRAVEL COMPOUND 12. NEW CENTURY LINK PULL BOX GRAPHIC SCALE(S) FOR 22' X 34' PLOT — 1' = 5' 0 5' 10' FOR 11' X 17' PLOT — 1' = 10' LARK* IN EXS 1331 L STREET, SUITE WASHINGTON, DC 2( 202-461-3260 FAX 202.461 veru wireless 1831 RADY COURT RICHMOND, VA 23222 a' JUSTIN Y. YOON u LiC. No. 42897 r SITE INFO.: CASH CORNER RAWLAN D 2176 LINDSAY ROAD GORDONSVILLE, VA 22942 ALBEMARLE COUNTY DESIGN: JYY DRAWN: KAW REVIEW. SPP TTV DATE: 0329/13 COMM. z REVIEW SET 07/29/13 PPUCATION DRAWINGS 01 /10/14 APPUCATION SI-EET NAME: ENLARGED SITE PLAN ';ar:;•7A C-4 NO. 3036.213 z REVIEW SET 07/29/13 PPUCATION DRAWINGS 01 /10/14 APPUCATION SI-EET NAME: ENLARGED SITE PLAN ';ar:;•7A C-4 EXISTING 20' RIGHT OF WAY (DB 372, PG. 499) N/F GEORGE BRUCE D.B. 557, PG. 232 T.P. 50-44A EOE` P 1P S EOE\ LEASE NOTES NEW VERIZON WIRELESS 20' INGRESS/EGRESS AND UTILITY RIGHT—OF—WAY NEW VERIZON WIRELESS 1600 SF LAND SPACE I / I I I I 569.57 � S 391919 5 N/F _ �F�'ti05� ALAN B. HOWARD D.B. 1717, PG. 635 VIRGINIA STATE ROUTE 615 LOCALLY KNOWN AS LINSAY RD. EROSION AND SEDIMENT ,LARK*NEXSE WI 1331 LSTREET, NW 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL I M � SUITE 600 CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM WASHINGTON, DC 20005 STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND R\ ZIP WJW/W.CLARKNEXSEN.COM 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE I PLACED PRIOR TO OR AS THE FIRST STEP IN CONSTRUCTION. DoE � veru wireless N/F SITE. SOIL STABILIZATION MUST ALSO BE APPLIED TO DENUDED JILL MACKEY GREINER & AREAS WHICH MAY NOT BE AT FINAL GRADE BUT WHICH WILL RICHMOND, VA 23222 PAUL W. GREINER OUTLET PROTECTION STABILIZATION MEASURES INCLUDE VEGETATIVE ESTABLISHMENT, D.B. 3714, PG. 357 MULCHING AND THE EARLY APPLICATION OF GRAVEL BASE T.P. 50-45B r] [): EXISTING 20' RIGHT OF WAY (DB 372, PG. 499) N/F GEORGE BRUCE D.B. 557, PG. 232 T.P. 50-44A EOE` P 1P S EOE\ LEASE NOTES NEW VERIZON WIRELESS 20' INGRESS/EGRESS AND UTILITY RIGHT—OF—WAY NEW VERIZON WIRELESS 1600 SF LAND SPACE I / I I I I 569.57 � S 391919 5 N/F _ �F�'ti05� ALAN B. HOWARD D.B. 1717, PG. 635 VIRGINIA STATE ROUTE 615 LOCALLY KNOWN AS LINSAY RD. EROSION AND SEDIMENT ,LARK*NEXSE CONTROL NOTES 1331 LSTREET, NW 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE SUITE 600 CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM WASHINGTON, DC 20005 STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND 202-461.3260 FAX 202461.3266 SEDIMENT CONTROL HANDBOOK (3RD EDITION, 1992). WJW/W.CLARKNEXSEN.COM 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CONSTRUCTION. — GRASS SWALE CENTERLINE 3. THE CONTRACTOR SHALL APPLY PERMANENT OR TEMPORARY SOIL STABILIZATION TO ALL DENUDED OR DISTURBED AREAS WITHIN 7 veru wireless DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. SOIL STABILIZATION MUST ALSO BE APPLIED TO DENUDED 1831 RADY COURT AREAS WHICH MAY NOT BE AT FINAL GRADE BUT WHICH WILL RICHMOND, VA 23222 REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. SOIL OUTLET PROTECTION STABILIZATION MEASURES INCLUDE VEGETATIVE ESTABLISHMENT, GRADING PLAN MULCHING AND THE EARLY APPLICATION OF GRAVEL BASE MATERIAL ON AREAS TO BE PAVED. r] [): �N, �f 4. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL' MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING © .. RAINFALL EVENT. ANY NECESSARY REPAIRS TO MAINTAIN THE TP — TREE PROTECTION EFFECTIVENESS OF THE EROSION CONTROL DEVICES AND CLEANUP' OF SEDIMENTATION ARE THE RESPONSIBILITY OF THE CONTRACTOR p' JUSTIN Y. YOON AND SHALL BE MADE IMMEDIATELY. U 5. THE CONTRACTOR SHALL LIMIT SITE ACCESS BY CONSTRUCTION LiC. No. 42897 VEHICLES TO ENTRANCES PROTECTED BY A STONE CONSTRUCTION ENTRANCE (VESCH STD. & SPEC. 3.02) OR AN APPROVED / U ' I`F COMPARABLE CONTROL MEASURE. SEDIMENT SHALL BE REMOVED f F FROM PAVED AREAS ON A DAILY BASIS. 6. NO STOCK PILES OF SOIL ALLOWED ON SITE. r� 5"S'ION I- 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 WE MO.: CONSTRUCTION SITE TRAFFIC. CASH CORNER 8. EFFLUENT FROM DE—WATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND CHARGED IN A MANNER THAT DOES NOT RAWLAND ADVERSELY AFFECT ADJACENT PROPERTIES, WETLANDS, WATERWAYS OR THE STORM DRAINAGE SYSTEM. 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. 2176 LINDSAY ROAD 10. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE NOT TO BE REMOVED UNTIL ALL DISTURBED AREAS ARE GORDONSVILLE, VA STABILIZED. AFTER STABILIZATION IS COMPLETE, ALL MEASURES 22942 SHALL BE REMOVED WITHIN 30 DAYS. TRAPPED SEDIMENT SHALL BE SPREAD AND SEEDED. ALBEMARLE COUNTY DESIGN: JYY DRAWN: KAW SEW SPP TTV DATE: 0329/13 E & S LEGEND COMM. NO. 3036.213 —> DIRECTION OF OVERLAND FLOW bTMI ummrIRJIV uAN RE PLAN 04/23/ SF— SILT FENCE z REVIEW sEr 2Z/2L PS PERMANENT SEEDING PLICATION DRAWINGS 01/10/ REVISED APPLICATION DRAWINGS 04/24 s WPO APPUCAMON 06/05, — GRASS SWALE CENTERLINE IP l INLET PROTECTION OP `l s-EErNAME OUTLET PROTECTION GRADING PLAN • LIMITS OF DISTURBANCE 8.0% SLOPE PERCENTAGE 551.4 SPOT ELEVATION TP — TREE PROTECTION GRAPHIC SCALE(S) s$TNo.: FOR 22" X 34" PLOT — 1" = 40' 0 20' 40' 80' FOR II" X 17" PLOT — 1" = 80'C-4A ® LEASE NOTES LARK* IN EXSE \ 1. NEW VERIZON WIRELESS 20' INGRESS/EGRESS AND UTILITY RIGHT-OF-WAY 1331 L STREET, f SUITE 2. NEW VERIZON WIRELESS 1600 SF LAND SPACE WASHINGTON, DC 20 202461.3260 FAX 202.461 •: WWW.CLAWNEXSEN.0 DEMOLITION NOTES 1. REMOVE EXISTING TREE veru wireless 1831 RADY COURT RICHMOND, VA 23222 o§ JUSTIN � a' JUSTIN Y. YOON u LiC. No. 42897 r oP - -- SF �� 543.5 ' CASH CORNER - T---�� --------- --- -- \ 545.1 7 4.5 RAWLAND ��-- -�---s d—�� --- / -- N is .� 545.7 •544.75 • 1 543.6 / �/ ; �� • / 2176 LINDSAY ROAD IN/ GORDOWALLE, VA ' 22942 /--- - i ALBEMARLE COUNTY DESIGN: jW DRAWN: KAW REVIEW: SPIR TTVDATE: 0329/13 COMM.NO.SUBMfTTAL5 3036.213 / 1 / / \\\ 1 'II 1\ \ I ''ll 11\ Sym. o�aurnoN DAM Qi PLAN 04/23/ REVIEA EW SET 07/29/ kppucAnON DRAWINGS 01/10/ REVISED APPLICATION DRAWINGS 04/24, WPO APPLICATION 06/05y W // Al U1 I// // 10 SII 1\� \II IN 9-&7 NAME: Z ,�' / ENLARGED U I GRAPHIC SCALE(S) GRADING PLAN Q / FOR 22" X 34" PLOT - 1" = 10' 0 5' 10' 20' FOR 11" X 17" PLOT - 1" = 20' IN I 1\ IIII 11 \\ 1 11 .�'�.f NO.: 0 C -4B 1 I 1/ 1 I I I 1 1 � I I tiL � 1 2-P 41 3 I I �'1 I ' / I � MATCHLINE SHEET C -4D oP� FFA 5o ALAN ¢: HOWARD D.B. LX46, PG. 295 y:P. 50-41A � oP� MATCHLINE THIS SHEET < DEMOLITION NOTES LARK•N EXSE 1. REMOVE EXISTING TREES 2. REMOVE 20 LF OF EXISTING CATTLE FENCE 1331 LSTREET,f SUITE WASHINGTON, DC 20 202-4618260 FAX 202.461.3 LEASE NOTES VWWd.CLARKNEXSEN.0 1. NEW VERIZON WIRELESS 20' INGRESS/EGRESS AND UTILITY RIGHT—OF—WAY veru wireless 1831 RADY COURT ® CONSTRUCTION NOTES RICHMOND, VA 23222 I I I N/F JILL MACKEY GREINER 1 PAUL W. GREINER r D.B. 3714, PG. 357 X5`51 T.P. 50-456 f)NXl. WMINIM.: = / W / / 1 I 1/ 1 I I I 1 1 � I I tiL � 1 2-P 41 3 I I �'1 I ' / I � MATCHLINE SHEET C -4D oP� FFA 5o ALAN ¢: HOWARD D.B. LX46, PG. 295 y:P. 50-41A � oP� MATCHLINE THIS SHEET < DEMOLITION NOTES LARK•N EXSE 1. REMOVE EXISTING TREES 2. REMOVE 20 LF OF EXISTING CATTLE FENCE 1331 LSTREET,f SUITE WASHINGTON, DC 20 202-4618260 FAX 202.461.3 LEASE NOTES VWWd.CLARKNEXSEN.0 1. NEW VERIZON WIRELESS 20' INGRESS/EGRESS AND UTILITY RIGHT—OF—WAY veru wireless 1831 RADY COURT ® CONSTRUCTION NOTES RICHMOND, VA 23222 ALBEMARLE COUNTY DESIGN: JYY DRAWN: KAW REMEW. 1. NEW VERIZON WIRELESS 12' WIDE GRAVEL ACCESS ROADru 2. NEW TREE LINE 3. NEW FARM GATE rr ] OP f �]USTIN Y. YOON LiO. No. 42897 TN DAME: r I X5`51 U f)NXl. WMINIM.: = CASH CORNER W Z RAWLAND Q 2176 LINDSAY ROAD GORDONSVILLE, VA 22942 ALBEMARLE COUNTY DESIGN: JYY DRAWN: KAW REMEW. U SITE PIAN 04/23/13 z REVIEW SET 07/29/13 PLICATION DRAWINGS 01 /10/14 APPLICATION S *IE7 W E: ENLARGED GRAPHIC SCALE(S) GRADING PLAN FOR 24" X 36" PLOT — 1" = 10' 0 5' 10' 20" FOR 11" X 17" PLOT — 1" = 20' ISHWrc-4c I SPP TN DAME: 0329/13 COMM. NO. 3036.213 U SITE PIAN 04/23/13 z REVIEW SET 07/29/13 PLICATION DRAWINGS 01 /10/14 APPLICATION S *IE7 W E: ENLARGED GRAPHIC SCALE(S) GRADING PLAN FOR 24" X 36" PLOT — 1" = 10' 0 5' 10' 20" FOR 11" X 17" PLOT — 1" = 20' ISHWrc-4c I MATCHLINE SHEET C -4C -'j — I I (n I 1 (n l N/F 1 � I ALAN'', B. HOWARD 1 I D.B. 1146, PG. 295 I I T.P 1 50-41A I I I I I� 1 554.1 -- I v1 • 1 ` I ' 1 1 I � 1 V) I 1 ' 1 I I I j N/F I ALAN B. HOWARD I D.B. 1717, PG. 635; NSF N T.P. 50-43 f GEORGE BRUCE D.B. 551, PG. 232 7 1 T.P. , 0-44A I 1 1; ro 1 I L 1 1 ! I I I i � 1 I I ' 2 I 1 I 1 � I rn i 1 I ' 1 I I 553.3 I 1 c ' I I 1 I \ i \ 552.9 \ I I S \ ` I \ a I a , � � I I MATCHLINE THIS SHEET LEASE NOTES I `I,LARK*IN EXS MATCHLINE THIS SHEET 1. NEW VERIZON WIRELESS 20' INGRESS/EGRESS AND UTILITY — — — — — 1-1.-- — — — RIGHT-OF-WAY 1331 L STREET, NW --- \ 552.5 \ SUITE 600 1� 11 WASHINGTON, DC 20005 } 1 I l j• I 202,4618260 FAX 202.4613266 -- -- I I HWW.CLARKNEXSEN.COM -- ' ® CONSTRUCTION NOTES 1' I 11 12.0' 1; I veru wireless I- Hyl' I I 1. NEW VERIZON WIRELESS 12 WIDE GRAVEL ACCESS ROAD I I N N/F 1831 RADY COURT 1 ALAN! B. HOWARD 2. NEW VDOT PE -1 ENTRANCE RICHMOND, VA 23222 EXISTING 20' RIGHT, F WAY I D.B. 1'717, PG. 635 ! (DB 372, 499) 1 I I I P,P. 50-43 3. NEW 65 LF 15" RCP it 1 iI r�, r �1 � � 00 I -,,, I W i I 1 a NI ! 0 DEMOLITION NOTES100 ti© !I � 1 j 1552.0 !� 1. REMOVE EXISTING 12" RCP uQ YOON LiC. No. 42897 IF N/F II I• ,.5 I, 1• GEORGE BRUCE D.B. 557, PG. 232�;P ; I ; WE INFO.: T.P. 50-44A I I �o , V • CASH CORNER •� CE i ! RAWLAND I r o / II 1 / 1 vi 2176 LINDSAY ROAD I GORDONSVILLE, VA I i 22942 ALBEMARLE COUNTY I ' - DESIGN: JYY 5¢5- " = DRAWN: KAW REVIEW: SPP OP TTV DATE: 0329/13 " COMM. NO. 3036.213 SUBMITTALS i SYM. DESMIR %NJ DATE rtE PUN o4/23/13` MG z REwEw sEr 07/29/13 ��-•�' --- j51R�p 3 X33 da QpW s PucAnON DRAWINGS 01/10/14 -__��_ �(j15 REVISED APPUCATION DRAWINGS 04/24/14 -----' - 5- kk ---- 1 °� RG\N\P pC m s WPO APPUCAnoN 06/05/14 -- IP MGAl Al --------v \ �.\. 11 SFE ET W MEI ------- M ENLARGED GRAPHIC SCALE(S) GRADING PLAN FOR 24" X 36" PLOT - 1" = 10' 0 5' 10' 20" FOR 11" X 17" PLOT - 1" = 20' C-4 D � 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TRENCH UPSLOPE ALONG THE LINE OF TO THE POSTS. POSTS. 6' MAXMESH SPACING 12 1/2 GAUGE MIN 6" MAX STEEL OR WOOD' POST—IMBED 3'�ii�ii 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 `\I GROUND LINE JII iii i'4 WIRE Ci B TEMPORARY SILT FENCE SF NO SCALE DRIP LINE (Revised June 2003) TEMPORARY SEEDING SPECIFICATIONS QUICK REFERENCE FOR ALL REGIONS .5m APPLICATION DATES SPECIES APPLICATION RATES Sept. 1—Feb. 15 50/50 Mix of Annual Ryegrass (lolium multi—florum) & Cereal (Winter) Rye (Secale cereals) 50-100 (lbs/acre) Feb. 16—Apr. 30 Annual Ryegrass (lolium multi—florum) 60-100 (lbs/acre) May. 1—Aug. 31 German Millet 50 (lbs acre • Apply 1u -1v -1u rtrclluctn at a rate 4ou ms./acre for iu IDs./ i,uuusq it • Apply PULVERIZED AGRICULTURAL LIMESTONE at a rate of 2 tons/acre (or 90 lbs./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 B Iletin J4. 2003 Nutrient Management for Development Sties at http:/www.dcr.state.va.us/sw/e&s.htmipubs 70' MIN. 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 EGRESS OPERATION PLAN VIEW 12' MIN FILTER CLOTH z z SECTION A—A EXISTING 5;1 PAVEMENT MOUNTABLE BERM (OPTIONAL) EXISTING PAVEMENT, NOTE: CONTRACTOR TO KEEP EXISTING ENTRANCE ROADWAY FREE OF SOIL BUILDUP AT ALL TIMES DURING CONSTRUCTION STONE CONSTRUCTION ENTRANCE NO SCALE (Revised June 2003) PERMANENT SEEDING SPECIFICATIONS FOR PIEDMONT AREA SEED t / A —J FILTER CLOTH J EXISTING SIDE ELEVATION GROUND Tall Fescue Perennial Ryegrass 95-100 0-5 70' MIN Residential) WASHRACK 0-5 TOTAL: 175-200 lbs B (OPTIONAL) Tall Fescue TOTAL: 200-250 lbs Tall Fescue z z 10' Red Top Grass or Creeping Red Fescue (V Y z VDOT #1 B COURSE POSITIVE DRAINAGE AGGREGATE TO SEDIMENT Red Top Grass or Creeping Red Fescue TRAPPING DEVICE *MUST EXTEND FULL WIDTH OF INGRESS AND 20 lbs 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 EGRESS OPERATION PLAN VIEW 12' MIN FILTER CLOTH z z SECTION A—A EXISTING 5;1 PAVEMENT MOUNTABLE BERM (OPTIONAL) EXISTING PAVEMENT, NOTE: CONTRACTOR TO KEEP EXISTING ENTRANCE ROADWAY FREE OF SOIL BUILDUP AT ALL TIMES DURING CONSTRUCTION STONE CONSTRUCTION ENTRANCE NO SCALE (Revised June 2003) PERMANENT SEEDING SPECIFICATIONS FOR PIEDMONT AREA SEED 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 lbs High —MaintenanceLg. wn Tall Fescue TOTAL: 200-250 lbs Tall Fescue 128 lbs General Slope (3:1 or Red Top Grass or Creeping Red Fescue 2 lbs 20 Itis Less Sesional Nurse Crop Total: 150 lbs Tall Fescue 108 Itis LOW—Maintenance Slope Red Top Grass or Creeping Red Fescue 2 lbs 20 lbs (Steeper Than 3:1) Sesional Nurse Crop 20 lbs Crownvetch Total: 150 Itis 1— When selecting varieties of turfgrass, use the Virginia Crop Improvement Association (VCIA) recommended turfgrass variety list. Quality seed will bear a label indicating that they are approved by VCIA. A current turfgrass variety list is available at the local County Extention office or through VCIA at 804-746-4884 or at //sudan.cses.vt.edu/html/Z/turf/publications/publications2/html 1>33p: 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 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 30 lbs/acre. If weeping lovegrass is used, including in any slope or low maintenance mixture during warmer seeding periods, increase to 30-40 lbs/acre. • Apply 10-20-10 fertilizer at a rate of 500 lbs./acre (or 12 lbs./1,000 sq. ft.) • Apply Pulverized Agricultural Limestone to a rate of 2 tons/acre (or 90 lbs./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 #4. 2003 Nutrient Management for Development Sites at htto://www.dcr.state.va.us/sw/e&s.html#pubs VARIES 9" MIN. #57 COARSE AGO (3" MIN) FILL WITH SAND TYP 4" MIN. AGGREGATE BASE MATERIAL IN TYPE 1, NO. 21A 4 OZ. NON—WOVEN SEE PLAN FOR PIPE FILTER FABRIC INVERTS AND PIPE SIZE CROSS SECTION OF PIPE CULVERT NO SCALE 12" GRAVEL MAT (#57 STONE) COMPACT TO STABILIZE PIPES LARK•N EXS 1331 L STREET, SUITE WASHINGTON, DC 2( 202.461.3260 FAX 202461 veru wireless 1831 RAOY COURT RICHMOND, VA 23222 a' JUSTIN Y. YOON u LiC. No. 42897 r 41 SITE PffO.: CASH CORNER RAWLAN D 2176 LINDSAY ROAD GORDONSVILLE, VA 22942 ALBEMARLE COUNTY DESIGN: JYY DRAWN: KAW SEW: SPP TfV DATE 0329/13 COM z REVIEW SET 07/29/13 A PPLICATION DRAWINGS 01 /10/14 APPUCAnoN SHEET NAME EROSION & SEDIMENT CONTROL DETAILS SlffrC-4E M. NO. 3036.213 z REVIEW SET 07/29/13 A PPLICATION DRAWINGS 01 /10/14 APPUCAnoN SHEET NAME EROSION & SEDIMENT CONTROL DETAILS SlffrC-4E 3 rp C B A 0 M NOTES: 1. L IS THE LENGTH OF THE RIPRAP APRON. 2. d=1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6". 3. D= INSIDE PIPE DIAMETER 4. IN A WELL—DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS. 5. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION- INLET/OUTLET PROTECTION NO SCALE CONSTRUCTION SPECIFICATIONS: 1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES AND GRADES SHOWN IN THE PLAN. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED SOIL MAY ALSO BE FILLED BY INCREASING THE RIPRAP THICKNESS. 2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING LIMITS SHOWN ON THE PLANS. 3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY PROTECTED FROM PUNCHING OR TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA. ALL CONNECTING JOINTS SHOULD OVERLAP A MINIMUM OF 1 FT. IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH. 4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER. 5. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD, ANGULAR, HIGHLY WEATHER—RESISTANT AND WELL GRADED. 6. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFALL AT THE END. MAKE THE TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT. 7. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE UPPER SECTION OF THE APRON. 8. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION (PRACTICES 6.10, TEMPORARY SEEDING, AND 6.11, PERMANENT SEEDING). MAINTENANCE INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. LARK* IN EXS 1331 L STREET, SUITE WASHINGTON, DC 2( 202-461-3260 FAX 202.461 veru wireless 1831 RADY COURT RICHMOND, VA 23222 a' JUSTIN Y. YOON u LiC. No. 42897 r SITE INFO.: CASH CORNER RAWLAN D 2176 LINDSAY ROAD GORDONSVILLE, VA 22942 ALBEMARLE COUNTY DESIGN: JYY DRAWN: KAW REMEW: SPP TN DATE 0329/13 COM z REVIEW SET 07/29/13 PPLICATION DRAWINGS 01 /10/14 APPLICATION SI-EET NAME EROSION & SEDIMENT CONTROL DETAILS �G4F M. NO. 3036.213 z REVIEW SET 07/29/13 PPLICATION DRAWINGS 01 /10/14 APPLICATION SI-EET NAME EROSION & SEDIMENT CONTROL DETAILS �G4F 1 2 3 4 5 EROSION AND SEDIMENT CONTROL CONSTRUCTION SEQUENCE LARK• EXSEN U s PRE-CONSTRUCTION PHASE: IS NOT PERMITTED. 8 v SITE RESTORATION ACTIVITIES: 1331 L STREET, NW N 1. CONDUCT A PRE-CONSTRUCTION MEETING BEFORE LAND-DISTURBING SUITE 600 I I \w ACTIVITIES ARE INITIATED. 23. COMPLETE FINAL SITE RESTORATION WORK AND VERIFY THAT FINAL WASHINGTON, DC 20005 s U STABILIZATION (PERMANENT VEGETATION OR GRAVEL) IS ACHIEVED OVER ei 202-461-3260 FAX 202.461.3266 o 2. FIELD SURVEY THE LIMITS OF DISTURBANCE. PREVIOUSLY-DISTURBED AREAS. WWW.CLARKNEXSEN.COM I I Z 3. CLEARLY DESIGNATE AND PROTECT AREAS OUTSIDE OF THE LIMITS OF 24. PERFORM PRE-FINAL SITE INSPECTION PRIOR TO REMOVING TEMPORARY D SURFACE CRUSHER 1 z I W DISTURBANCE AS BUFFER ZONES. ESC MEASURES. ' 1 1 RUN AGGREGATEI 1 m _ I I ND. 25 or ae 1 ; c 1 LLJ 4. INSTALL INITIAL EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCE). 25. FOLLOWING APPROVAL, REMOVE TEMPORARY ESC MEASURES (SILT FENCE, I I I a 1 z TREE PROTECTION, ETC) AND DISPOSE OF ALL MATERIAL OFFSITE. verlf on wireless 5. INSTALL TREE PROTECTION AS SHOWN ON PLAN. Z� I + I tn w 26. FOLLOWING SITE RESTORATION, THE ESC INSPECTOR SHALL PERFORM A NOTES: FINAL SITE INSPECTION. 1831 RADY COURT W I o a • THE PRE-CONSTRUCTION MEETING SHOULD DISCUSS THE ESC MEASURES, RICHMOND, VA 23222 ILL I GRADE \ 0 METHODS OF INSTALLATION, SEQUENCE OF OPERATION, MAINTENANCE, AND NOTES: 16' c Z INSPECTIONS WITH THE EC INSPECTOR. * PERMANENT VEGETATION IS CONSIDERED ESTABLISHED IF A GROUND COVER IS cI \ ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE, AND WILL INHIBIT IF CONSTRUCTION DOES NOT COMMENCE FOR 180 DAYS FOLLOWING THE EROSION. GRADE a m 1L PRE-CONSTRUCTION MEETING, OR IF THE PROJECT IS DORMANT FOR 180 DAYS v-- /SEE m DURING THE CONSTRUCTION PHASE, A NEW PRE-CONSTRUCTION MEETING IS * TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED = O REQUIRED PRIOR TO RESTARTING CONSTRUCTION. © G' NOTE 3� �\ v ONLY AFTER CONSTRUCTION HAS BEEN COMPLETED, FINAL STABILIZATION HAS LL o W BEEN ACHIEVED, AND PERMANENT EROSION AND SEDIMENT CONTROL MEASURES \ = 1n * °LAND DISTURBING ACTIVITIES" INCLUDE ALL MAN-MADE CHANGE TO THE LAND HAVE BEEN DETERMINED TO BE FUNCTIONING CORRECTLY AS APPROVED BY THE SURFACE THAT POTENTIALLY CHANGES ITS RUNOFF CHARACTERISTICS INCLUDING a JUSTIN Y. YOON PIP-" E CULVERTS IF NECESSARY 4 \ x o CLEARING, GRADING OR EXCAVATION. ESC INSPECTOR. CJ .a, � }W LiC. N0.42897 aP ryb� 2 * ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IN f r b� z W / ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, . 1 'p J y IrcH z THIRD EDITION (1992). C SHOULDER m CONSTRUCTION PHASE:5 L 52' 6. INSTALL CULVERT WITH INLET AND OUTLET PROTECTION. MAINTENANCE INSTRUCTIONS 51f)lVX1. � -MATH ROADWAY PAVEMENT � It 7. INSTALL STONE CONSTRUCTION ENTRANCE. 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE SITE IW.O: NOTES- INSPECTED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL THE 1. ALL ENTRANCE GRADES SHALL STMT BACK OF THE SHOULDER LINE, IF DRAINAGE IS NECESSARY,TFE DITCH MAT eE MOVED BACK TO PROVDE AT LEAST ®" OF COVER 8. PERFORM SITE CLEARING TO THE LIMITS SHOWN ON THE PLANS. INSPECTOR WILL EVALUATE THAT EACH MEASURE IS CONSTRUCTED CASH CORNER OVER PPE, AS SHOWN IN THE ALTERNATE METHODS FOR PLACING PPE UNDER ENTRANCES DIAGRAM. AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND 2.ENTRANCE GRADES ARE TO BE SMOOTHLY TED INTO THE ROADWAY BY ROUNDNG AS NECESSARY. 9. ROUGH GRADE THE SITE. SPECIFICATIONS OF THE VESCH HANDBOOK. A SUMMARY OF THE 3.121OR EXISTING WIDTH WHICHEVER IS GREATER. INSPECTION ITEMS INCLUDE THE FOLLOWING: 4.LENGTNS OF CULVERTS SHOWN ON ROAD PLAf6 FOR ENTRANCES ARE APPROXIMATE AND SHALL BE ADJUSTED TO OBTAIN ABOVE ROADWAY WIDTHS. tO. INSTALL PERMANENT SEED, MULCH AND FERTILIZER OVER OTHER AREAS RAWLAND NOT RECEIVING GRAVEL. 2. SILT FENCE SHALL BE INSPECTED FOR UNDERMINING OR & ENTRANCES IN FILL TO BE SAME AS ABOVE EXCEPT LOCATION OF CULVERT CWHEN NECESSARY). DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN Y TO THE STANDARD PRIVATE ENTRANCES CISPECIFICATION 11. COMPLETE FINAL GRADING. THE TOP OF THE BARRIER TO REDUCEPRESSURE ON THEL OF SEDIMENT ON REACHES AFENCE AND 12. INSTALL BELOW-GROUND UTILITIES. ALLOW ENOUGH SPACE FOR ACCUMULATION FROM FUTURE REV. 9/06 512 RAINFALLS. 602.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 13. PLACE GRAVEL OVER DRIVEWAY AND IN THE COMPOUND AREA. 3. TREE PROTECTION DEVICES SHALL BE INSPECTED FOR DAMAGE OR 2176 LINDSAY ROAD 14. ENSURE THAT ALL DISTURBED, BARE-SOIL AREAS ARE STABILIZED WITH MISSING COMPONENTS. REPAIRS SHALL BE MADE OR ADDITIONAL GORDONSVILLE, VA EITHER GRAVEL OR SEEDING TO ESTABLISH VEGETATION. FENCING INSTALLED IF NECESSARY. DAMAGED TREES SHALL BE 22942 EXISTING CATTLE FENCE EXISTING CATTLE FENCE- MAINTAINED IN ACCORDANCE WITH THE PROCEDURES IN THE NEW NEW 15. INSTALL WOOD FENCING. EROSION AND SEDIMENT CONTROL MANUAL. �SITE. ST 16. INSTALL WIRELESS COMPONENTS: STRUCTURAL, MONOPOLE (BY OTHERS), 4. THE TEMPORARY CONSTRUCTION ENTRANCE MAY REQUIRE PERIODIC ALBEMARLE COUNTY B4_ TREATED POST (TYP) NEW POST SHELTER, ELECTRICAL ETC. TOP DRESSING TO PREVENT MUD OR SEDIMENT FROM LEAVING THE DESIGN: JYY ALL OBJECTIONABLE MATERIALS SPILLED, WASHED OR DRAWN: JAW 17. INSTALL LANDSCAPE FEATURES. TRACKED ON TO PUBLIC ROADWAYS SHALL BE REMOVED. REVIEW: SPP GALVANIZED GATE HINGE GATE GALVANIZED GATE LATCH I 5. REAPPLY SEED, MULCH AND FERTILIZER IN AREAS WHERE T V DATE: 03/29/13 3'-0" 14'-0" NOTES: 3'-0" *FOLLOWING APPROVAL OF THE ESC MEASURES BY THE ESC INSPECTOR, TEMPORARY SEEDING SEEDLING EMERGENCE IS POOR OR WHERE COMM. NO. 3036.213 CLEAR ONLY THE LIMITS OF DISTURBANCE. NO ONSITE DISPOSAL OF TREES, EROSION OCCURS, AS SOON AS POSSIBLE. DO NOT MOW THE SUBMITTALS BRUSH OR OTHER DEBRIS IS PERMITTED. AREAS WHERE TEMPORARY SEEDING IS PRESENT, AND PROTECT sym. DESOUP110N DATE I I I FROM TRAFFIC AS MUCH AS POSSIBLE. rrE PUN 04/23/13 MATCH EXISTING * IMMEDIATELY AFTER FINAL GRADE IS ESTABLISHED, INSTALL SEED, MULCH, MATERIAL AND FERTILIZER TO ESTABLISH PERMANENT VEGETATION. 6. PERMANENT SEEDING SHALL BE INSPECTED FOR FAILURE AND z REVIEW SET m/29/13 REPAIRS SHALL BE MADE WITHIN THE SAME PLANTING SEASON, IF AppucAnON DRAWINGS 01/10/14 ONGOING ACTIVITIES: POSSIBLE. 16. RE-EVALUATE PLANTING MATERIALS, QUANTITIES REVISED APPUCATION DRAWINGS 04/24/14 I I I I OF LIME, AND FERTILIZER IF INADEQUATE COVERAGE IS PRODUCED. As wPo AaPucAnON 06/05/14 18. PERFORM ESC INSPECTION ACTIVITIES BY QUALIFIED PROFESSIONAL AS A REQUIRED. 7. CULVERT INLET/OUTLET PROTECTION SHALL BE INSPECTED AFTER 0 EACH RAIN AND REPAIRS MADE AS NEEDED. AGGREGATE SHALL BE 19. PERFORM MAINTENANCE OF ESC'S INCLUDING: SILT FENCE, TREE REPLACED OR CLEANED WHEN INSPECTION REVEALS THAT CLOGGED PROTECTION & SEEDED AREAS AS REQUIRED. VOIDS ARE CAUSING PONDING PROBLEMS WHICH INTERFERE WITH SHEET NAME., ON-SITE CONSTRUCTION. SEDIMENT SHALL BE REMOVED AND THE ELM 20 MITIGATE AREAS CAUSE EROSION, OIF ENCOUNTERED. F CONCENTRATED RUNOFF THAT COULD POTENTIALLY STONE SED MEN RON HAS ACCURESTOMULATED RED TO LTO ONEITS HALDITHESDESGN DEPTH. IONS WHEN EROSION & 21. INSTALL ADDITIONAL ESC MEASURES, IF NECESSARY TO PREVENT SEDIMENT DISCHARGE OF SEDIMENT TO OFFSITE AREAS. CONTROL A NEW FENCE POST CONCRETE FOOTINGS (TYP) I L yi 22. DISPOSE EXCAVATED MATERIAL OFFSITE. SEQUENCE ' MATCH ' NOTES: NOTES & EXISTINGa' o * STAGING AREAS OUTSIDE OF THE LIMITS OF DISTURBANCE IS NOT PERMITTED. 18" } * INSTALL SILT FENCE AT 10' LATERALLY FROM THE TOE OF SLOPE AROUND DETAILS ALL STOCKPILES. SWEET NO.: FARM GATE * DISPOSAL OF EXCAVATED MATERIAL OUTSIDE OF THE LIMITS OF DISTURBANCE NO SCALE C-4G E @# CONSTRUCTION NOTES 1. GATE, CORNER, END OR PULL POST 6" X 6" TREATED LUMBER SPACING FOR LINE POSTS IS 8'-0" q TO CL 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 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) 6'-0" VARIFS - SFF PIAN 8,-0" TYP 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). COMPOUND FENCE DETAIL ---I (TYP) I~ NO SCALE NO. 57 COARSE AGGREGATE (3" MINIMUM) 1" MIN. ABOVE EXISTING GRADE 12' EXISTING 1 1/2" PER 6' OF SLOPE 1 1/2" PER 6' OF SLOPE GRADE 5 1/2" MINIMUM f AT CROWN COMPACT ROAD BASE GEOTEXTILE FABRIC WHERE MATERIAL REMOVE ORGANIC REQUIRED. VERIFY WITH MATERIAL (3" MINIMUM) J 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 NO SCALE NOTE: FENCE TO BE STAINED TO JAVA T BROWN COLOR SIMILAR TO NEW MONOPOLE. EXTERIOR N FACILITY SIDE SIDE LARK* IN EXS NEW WOOD FENCE FABRIC MIN 4000 PSI CONCRETE 6" X 20" STUB UP AREA 1331 L STREET, NW SEE GENERATOR PAD SUITE 600 12" MIN WASH INGTON,DC20005 202-461-3260 FAX 202.461.3266 WWW.CLARKNEXSEN.COM Z 1 NEW FENCE POST z veru wireless NO.57 COARSE AGGREGATE i Y COURT O BOTTOM LAYER OF MIRAFI HP570 GEOSYNTHETIC. EXTEND 2' BEYOND TOE OF AGGREGATE' RICHMO OVA 23222 rr ] op, SLOPE, ALL AROUND,? I I. III � iia„ JUSTIN Y. YOON 22942 L COMPACT TOP 6" OF LiC. N0. 42897 SUBGRADE /BASE MATERIAL d /.57 't TO 95% DENSITY PER ASTM D-1557 U z � ALBEMARLE COUNTY 45I ONXl. : SECTION - COMPOUND AREA (WOOD FENCE) SMINFO.: DESIGN: JYY CASH CORNER NO SCALE A RAWLAN D MIN 4000 PSI CONCRETE 6" X 20" STUB UP AREA SEE GENERATOR PAD SECTION A -A BELOW r _ _ _ _ _ _ _ _ - FOR TURNDOWN i 2176 LINDSAY ROAD o GORDONSVILLE, VA iia„ 22942 L L --- --- ----- -- - ALBEMARLE COUNTY DESIGN: JYY DRAWN: JAW 8'-0" REVIEW: SPP TTV DATE: 0329/13 NOTE: COMM. NO. 3036.213 CONTRACTOR TO COORDINATE CONDUIT STUB -UPS THROUGH THE STUB UP AREA TO ENSURE NO SUBMITTALS REINFORCING BARS ARE CUT. CONCRETE TO BE PLACED AROUND THE CONDUITS, AFTER CONDUIT STUB -UPS ARE INSTALLED WITHIN THE STUB UP AREA. • DBMPIM DAT GENERATORPAD DETAIL ,ITE PLAN 04/23REVIEW z SET E7/ NO SCALE kPPucAn0N DRAWINGS 01/10, REVISED APPLICATION DRAWINGS 04/24, A WPO APPLICATION 06/05. 2'-0"U #5 AT 18" O.C. WITH 3" CLEAR COVER AT PAD EDGES SrNAME 1/2" CONTINUOUS 6"x6"-W2.9xW2.9 v CHAMFER WELDED WIRE FABRIC V NO.57 COARSE AGGREGATE CIVIL DETAILS _x - x x xx ax - 4 o NO.57 COARSE AGGREGATE w 6" MINIMUM COMPACTED SUBGRADE z o w w GENERATOR PAD SECTION A -A (1) #4 CONT NO SCALEC-5