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HomeMy WebLinkAboutARB201900156 Plan - Submittal (First) 2020-01-28SITE INFORMATION PROJECT DESCRIPTION: RAWLAND: PROPOSED INSTALLATION OF TELECOMMUNICATIONS TOWER AND RELATED EQUIPMENT WITHIN SECURED COMPOUND. SITE ADDRESS: WILD TURKEY LANE CHARLOTTESVILLE. VA 22903 LATITUDE (NAD 83): 38° T 14.0503" LONGITUDE {NAD 83}: -78^ 39 63.7307" GROUND ELEVATION: 667-V t (ASML) JURISDICTION: ALBEMARLE COUNTY ZONING: RA - RURAL AREA PARCEL ID N: 05700JD0-00-041LO PARCEL AREA: 6.0 t ACRES PARCEL OWNER: ROBERT L & JEANNE K CROSS TRUSTEES OF TI IE CROSS LIVING TRUST W5 BOONE TRAIL CHARLOTTESVILLE, VA 22903 TOWER OWNER: VERIZON 1931 RADY COURT RICHMOND, VA 23222 STRUCTURETYPE: MONOPOLE HEIGHT OF STRUCTURE: 116.7't AGL RAD CENTER; 112.7t AGL OVERALL HEIGHT OF STRUCTURE: 11 B.7'3 AGL TOTAL LEASE AREA 900 SO. FT. AREA OF DISTURBANCE: 3,335 t SO. FT. POWER PROVIDER: DOMINION VA POWER (866)3664357 TELCO PROVIDER: VERIZON {800)871.9244 EMERGENCY INFORMATION: ALBEMARLE COUNTY FIRE & RESCUE: (434)296-5833 ALBEMARLE COUNTY SHERIFF'S OFFICE: (434) 972-40W PROJECT TEAM CONSTRUCTION MANAGER: NETWORK BUILDING & CONSULTING JOHN KIRBY (540) 2B0.8630 PROJECT MANAGEMENT FIRM: GON SITES NATE HOLLAND (757) 305-542D ENGINEERING FIRM: NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE SUITE 100 GLEN ALLEN, VA 231360 1804) 5484079 verizon SITE NAME: WILD TURKEY WILD TURKEY LANE CHARLOTTESVILLE, VA 22903 ALBEMARLE .COUNTY VICINITY MAP SCALE: I"= 2000' 1" .,m,.a�an.vA• SITE z DIRECTIONS DEPART GOODIES BRIDGE RD TOWARD WALMSLEY BLVD. TURN RIGHT ONTO WALMSLEY BLVD. TURN RIGHT ONTO TURNER RD. TURN RIGHT ONTO US-360 E I HULL ST RD. TAKE RAMP RIGHT FOR VA"150 NORTH TOWARD POWHITE PKWY. TAKE RAMP RIGHT AND FOLLOW SIGNS FOR VA-76-TOLL NORTH. ROAD RESTRICTED AT YOUR PLANNED TRAVEL TIME. KEEP LEFT TO STAY ON VA-76 N I BELTLINE EXPY. KEEP STRAIGHT ONTO 1-195 N. TAKE RAMP LEFT FOR 1-64 WEST TOWARD CHARLOTTESVILLE. AT EXIT 114, TAKE RAMP RIGHT TOWARD IVY. TURN RIGHT ONTO VA-6371 DICK WOODS RD. MAKE A U-TURN AT IVY DEPOT RD. TURN LEFT ONTO US-250 7 IVY RD. KEEP LEFT TO STAY 3N US"250. TURN LEFT ONTO WILD TURKEY LN. ARRIVE AT SITE ON THE LEFT. CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. • 2015 INTERNATIONAL BUILDING CODE • ANSIrrIA"222-G • 2014 NATIONAL ELECTRICAL CODE . TIA 607 2015 NFPA 101, LIFE SAFETY CODE • INSTITUTE FOR ELECTRICAL & ELECTRONICS ENGINEER 81 2015 IFC IEEE C2 NATIONAL ELECTRIC SAFETY CODE LATEST EDITION AMERICAN CONCRETE INSTITUTE . 7ELECORDIA GR-1275 • AMERICAN INSTITUTE OF STEEL CONSTRUCTION . ANSI/T 311 • MANUAL OF STEEL CONSTRUCTION 14TH EDITION • • Know whars below. Call before you dig. DRAWING INDEX T-1 TITLE SHEET EE-1 EASEMENT EXHIBIT EE-2 EASEMENT EXHIBIT CA SITE PLAN C-2 ENLARGED SITE PLAN C-3 COMPOUND PLAN C4 TREE INVENTORY C-5 TOWER ELEVATION DETAILS & NOTES C-6 MOUNT DETAILS C-7 CONSTRUCTION DETAILS ES-1 EROSION AND SEDIMENT CONTROL & GRADING PLAN E$-2 EROSION AND SEDIMENT CONTROL NOTES ES-3 EROSION AND SEDIMENT DETAILS ES-4 EROSION AND SEDIMENT CONTROL DETAILS I ES-5 EROSION AND SEDIMENT CONTROL DETAILS 11 DO NOT SCALE DRAWINGS THESE DRAWINGS ARE FORMATTED TO BE FULL-SIZE AT 24"X36. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE DESIGNER! ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR MATERIAL ORDERS OR BE RESPONSIBLE FOR THE SAME. CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICE TO PREVENT STORM WATER POLLUTION DURING CONSTRUCTION. Uj Uj TOTALL`! COMMITTED. z Lll NE.0 ENGINEERING SERVICES, LLC. zaR�s��,w verizon- CL 1831 RACY COURT RICHMOND, VA 23222 z WILD TURKEY WILD TURKEY LANE CHARLOTTESVILLE, VA 22903 }� ALBEMARLE COUNTY co REVISIONS d o¢ O it Z Co wp z 17Jo4119 REviEseG 1 11119r19 FINAi S 0 1(b'30I19 PRELIMINARY CO REV DATE DESCRIPTION o �Q a ` r .OHN A. CIMGMTREY III '^ IJjJ1, I. N.. U420521n pO 12f04119 4L, �•rst ORALCIL Z JOHN A DAUGHTREY III, P.E. 2 VA PROFESSIONAL ENGINEER LIC. #052122 W � TITLE SHEET W T-1 i 5 (TFP of 2) i SUkDIN ` VERIZDN fDE E ARE4ESS •FOR �6 O UTILfR1 BU,4'7AV (TYP.) _ EQUIPMENT COMPOUND \ ' OVERIZON WIRELESS 118.7' �\ MONOPOLE TOWER WITHIN 3O'R30' LEASE AREA VERIZON WIRELESS 20' WIDE ACCESS AND UTILITY EASEMENT DT/SRNG TREE L�NYE MIN 1 ` EXISTING PROPERTY ACCESS DRIVE \ 1•�Q FENCE !NE ERTY �G �L \ 01 N ry MATHFOS, LLIAI E 429 W9D TURKEY CANE CHAW077FS✓2LF VA 2Z99J PARCEL b /.- 05700-00-%u4TGD ZONING: RA -RURAL AREA ACRFGE 3. 0fif ACRES %` N \ TEMPLE RILL 0L' R' LLC XY 240 BROAD AXE D 11/1ARL077F.SVXLE ✓A 2290J s ` PARCEL .D ,..- 05MO-00-00-04100 \ ZOR/NCRA-RURAL AREA ACREAGE.' 67,JIf ACRES ROBERT L do JEANNE K CROSS TRUSTEES \� OF THE CROSS LMNC TRUST 's B35 BOONE TRAIL \ CR63TYA NE, WV22903 PARCEL ID %: 05700-00-00-041LO ZONING: M-RURAL AREA ACREAGE: GI ACRES "yC,\ -off\ r 15S R58ERT JEAII K CROSS EXIS(NAG TREE L.wf (rep) 4 + \ STEES GF THE CROSS LIVULC AWST ssS 800NE TRL _ CAN RL0TTESVTLLE VA 22903 ` IRCEL ID /..- 05700-00-00-04 Pk-0 ZONING: RA -RURAL ARFA ACREAGE..- 15.0E ACRES _ r _ \ GRAPHIC SCALE 1 SITE 'S "=50'AN C 1 6CALE- 1PL ;IN FEET 'INCH= m FEET VICINITY MAP SITE CC 0 LU NS+G lNGINEERINS SEAVKes, LLG. ausn�r wEr acuNe�n_,±o verizan 1B31 RADY COURT RICHMOND, VA 23222 GENERAL NOTES 1, THIS PLAIN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF Z RECORD- (D 2 NO SIGNIFICANT NOISE, SMOKE, DUST. OR DOOR WILL RESULT FROM WILD TURKEY THIS FACILITY- WILD TURKEY LANE 3. THE FACILITY IS UNMANNED AM NOT INTENDED FOR HUMAN CHARLOTTESVILLE, VA 22903 HABITATION. THERE IS NO HANDICAP ACCESS REQUIRED. ti ALBEMARLE COUNTY 4. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE. Tn LEGEND - - - - PRUPENR LINE - SLIN.IECT PARCEL - - - - PRGPEMY LINE - ABUTTERS E%611NG ImAO EXS-nNC FENCE PROPOSED EASEMENT ------- PIMIMSED LEASE AREA ---- EXISTING EASEMEM ------�� PROPOSED FENCE E10SIING SLIMING ZONING INFORMATION N1sUtiTNT': ALEEMARIE WIIMfI' mnpN¢ RA IRVR.LAREP) - OINENaIon xEqulREtiE PmEOY FABNTYMB9ETBACN: 910E YMO SETBACK REARYMG 6ET9ACK TS 25 z i�ff aaa LOT AREAL -.ACRE. TALL MEFSNRE1 ANR°N teEi t UMLe59 p HERN'I9E N E01 Know where belOW. Call before you dig. O W Q: Z V) n 17) EL d 5 LU Ll l 1= W U=} REVISIONS 2 1270 2 REVIE5ED I CC 1 17NW19 FINALS CC C 10l30I1E PRELIMINARY CD W' tEV DATE DESCRIPTION B' a��sL III '�7 A�y� u JOHNA 0AUCHTRE.Y11 y Lie. Ne_6lON)521e't. AD 12iW:19 sS7ONAL LAG JOHN A. IMUGHTREY III, P.E. VA PROFESSIONAL ENGINEER LIC. 9052122 SITE PLAN cmi / 7 l l I� / 14 � VERIZON WIRELESS 3O'a3O' LEASE AREA FOR EQUIPMENT COMPOUND VERIZON WIRELESS IIEL7' MONOPOLE TOWER WITHIN / 30'E30' LEASE AREA .10 \ T- EXLS7lA'G TREE (T1P) VICINITY MAP SITE GENERAL NOTES FX1SrNVG CARRIER FENCED CCMR7UN05 W/ TOWERS (rYP OF 2) jy \ 1. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. PROPOSED 116.7' FALL 2 TNO HIS FICA NOISE. SMOKE. DUST. OR ODOR WILL RESULT FROM \ 3. THE FACILITY 1S UNMANNED AND NOT INTENDED FOR HUMAN \ HABITATION, THERE IS NO HANDICAP ACCESS REQUIRED. SETBACK i \ 4- THE FACILITY IS UNMANNED AND ODES NOT REQUIRE POTABLE WATER OR SANITARY SERVILE \ tY GYERNF.AO ' UALInEs VERIZON WIRELESS 12' I R/ WIDE GRAVEL ACCESS ROAD . \ l \ / �\ A / \ /I I v PROPOSED EVERGREEN TREE VIRGINIA CEDER TO BE ARRANGED TO LIMB -('OMPCUND VIEW (TYP-OF 4) / © •� ,� /// // VERIZON WIRELESS 20' WIDE ACCESS AND UTILITY EASEMENT NIF 41 429 WKO TURKEY LANE \ CHARLOTK TESLE YA. 22903 / PARCEL .4J /.. 0.5700-00-00-041G0 \\ ~-- ' ACCESS PROPERTY ZONING. RA- RURAL AREA \\ , ACREAGE ,iOBt ACRES _ EV57M PROPERTY' ✓�•-/ \ Q FENCE LINE ♦ 1 GRAPHIC SCALE 1 ENLARGED SITE PLAN C 2 SCALE' T21' N F Tt t lncH• FEET EA75INVU 9UXONG (IYP) ROBERT L k JEANNE K CROSS TRUSTEES OF THE CROSS LIVING TRUST 635 BOONE TRAIL CHARLOTTESVILLE, VA 22903 PARCEL ID 4: 057OD-00-00-041LO ZONING: RA- RURAL AREA ACREAGE: 6.0t ACRES LEGEND PROPERTY LINE - SLWECT PARCEL PROPL1iTY LINE - ARVTTERS MSTING ROAD -�—�� EXB W FENEE --- PROPOSED E45EMM ------- PROPOSED LEASE AREA - - EXIST EASEMENT -- - - - PROPOSED EENCE I EMMNG BUKONO EE TOTALLY COMMITTED z W NOI ENGINEERING LEgYICEN I.I.C. w iss�rtta�R cflm_tn � w%csa:me� verizon-il J 1831 RACY COURT RICHMOND, VA 23222 z O 0 z 0J Ir O W cc LD 0 0 cEL ri n Z Z w F L-u m Know wears below. z (- Call before you dig. LU Tn WILD TURKEY WILD TURKEY LANE CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY REVISIONS Z 12lO4f19 REVIESED CCC 1 11111119 FINALS CCC 9 10130l19 PREUMINARV CO L1s ;EV DATE DESCRIPTION BY .d�?O.TH OF L/ c, s JOHN A CAUGiTREY II L.. No. IW:T> 2122 7O 12,04 19 sSFONAL C�V JOHN A. DAUGHTREY III, P.E- VA PROFESSIONAL ENGINEER LIC. 0052122 ENLARGED SITE PLAN C-2 -� rr LIJ -- -- -- -- -- -- -- -- -- -- -- —, z TOTALLY COMMITTED W NE-C 1IN1MNiERIN6 i0RVICE6• LLG u oxr.�ame�ut rtev.ipyNn FENCE G FENCE LEASE AREA/COMPOUND R �erizon m �. IL 1631 RADY COURT r-----------------------------------------------------, RICHMOND, VA 23222 1 I z � 4' Q PROPOSED YERRON TO PAD rrr WILD TURKEY �~ �•�� ~�� j • s WILD TURKEY LANE I � _ WIRELESS EQUIPMENT @ �o CHARLOTTESVILLE, VA22903 PROPOSED VETENNA 7v a WIRELESS CPS ANTENNA CA@INET ON CONCRETE PAD I z - Teo � ALBEMARLE COUNTY �o REVISIONS L PROPOSED VERIZON Q� WIRELESS ICE BRIDGE TO MONOPOLE TOWER c: •' O - W 2 121wig REVIESED p p 1 11118Hg FINALS a.. D IWO119 PREUImNPNY co p p •i I • REV DATE DESCRIPTION s CENTER OF MONOPOLE _ °''• TO PAO PROPOSED VERIZON WIRELESS 116.7' MONOPOLE R71NER PROPOSED VERIZON WIRELESS CEEERATOR B Cf ON CONCRETE PAD V y Q .N)NN 0.0AI1GNTREY III 4' Lic. Nu. WU11A5'_S'• 'Ao 12l04I19 ski PROPOSED VERIZON 1S WR IDE PROPOSED VERIZON pup Rf G1� sJ CRAIRELESS 1 WIRELESS MESA CABINET ON SRTONDWELL 4 ONAL 15' 'rr PROPOSED VERIZON p1�� WIRELESS DISCONNECT �pw� PROPOSED S'�pN 111 Y •1 H-FRAME FOR POWER SUPPLY 1 a1w w 11 JOHN A. DAUGHTREY III. P.E. PROPOSED YOMN WIRELESS FCI&CA 0 VA PROFESSIONAL ENGINEER LIC. W152122 25'K30 WOODEN FENCED Oi"I J l'£RHFAO LU W COMPOUND PROPOSED VERIZON 2 uT xma JW" WIRELESS 12' WIDE DOUBLE 1 PROPOSED VERIZON fX/ST/NG SWINC ACCESS GATE +�� �•� WIRELESS 20' WIDE V7V1SWW5 AOCE,''S/UNLRY 12E.1�lN COMPOUND PLAN • GRAPHIC SCALE Know whars below. 1 COMPOUND PLAN YI WCH- 1 �OT scue:ye•=r-o• z C-3 Call before you dig. C3 � W r NOTE: +f" � 1. EXTREME CARE SHALL BETAKEN NOTTO DAMAGE EXISTING TREES THAT ARE TO REMAIN- w 2. CONSTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OR COMPENSATION OF DAMAGED TREES. �" z TOTALLY COMMITTED S SITE SHALL BE MAINTAINED IN ACCORDANCE WITH A TREE CONSERVATION PLAN TO BE PREPARED BY A CERTIFIED ARBORIST. AS REQUIRED BY SECAO AO(C)(4). / RVI 4. TRIM EXISTING BRANCHES THAT ENCROACH INTO THE FENCED IN COMPOUND AREA.NO+C ENGINEERING 6ECE% LLC. ++ uv�eun=�," res 087 O ftEFFREEX N7R£F /Y99 (ffTtAGLJ /' r IS r verizon O ¢ 1831 RADY COURT zz 199 �e RICHMOND, VA 23222 / ', O 20b,� rss ' ++ 20] G. � - O 205 O 244 C7 207 WILD TURKEY o ¢ WILD TURKEY LANE 242 CHARLOTTESVILLE, VA 22903 zuv + PROPOSED VERQON !77 ° Tar ALBEMARLE COUNTY ' 116.7' MONOPOLE 20 TONER I co v o rr / 17s �- 213 /+ REVISIONS O 027 q N�, ( O EXl57AYC 2N 157 \ \ TR££ 2zr J/ir/ ` 0 Z 12M4119 REVIESEO CCC / r5R 775 1 1111mg FINALS ccc a a tOf3pH9 PRELIMINARY CO us Ist O REV DATE DESCRIPTION BY 0 225 \ w O Z27 a / ' 163 4 3wAUS lI QP b/ i o'�c ter I I J 1. a DAUGHTREY I9 p Lr. Nu. r11r1yV.Zlu 2J3 j 1 " Ll w -A� 1-'ifkl,-19 yya J ® 2 \ Z2S \ / ,k Ss7QNAs. 1.1�.1 w LU JOHN OA. DA ENGINEEI LIC.. VA PROFESSIONAL ENGINEER LIC. 4O52122 \ PROPOSED EVERGREEN \ 7FEE (VIRGIN N CEDAR) w TREEINVENTORY \ ' / GRAPHIC SCALE t TREE REMOVAL. PLAN z �� c-0 scALe, =,z Knowwharsbelow. °" FE zn Call before you dig. _ I INCH• FEETcn TREE INVENTORY NUMBER SPECIES CAMPER AGL HEIGFif CANOPY HpGHT (155') OAK 24" 86' 75fi AMSL (i57) OAK 24" 9T 762' AMSL (, 59) LOCUST 24• 61' 749' A1ASL (161) LOCUST 36" 76' 744' AMSL {163) CEDAR 10" 43' 711' AMSL (167•) PfNE IS' 4T 721' AMSL {769) OAK 15" 84' 749' AMSL (171) DPI( , 2" 62' 742' AMSL (173) OAR 12" 65' 741' AMSL (175) LOCUST i2' 73' 750' AMSL (m} Lacusr ,o" 57' 735' AMSL (n9} LacusT ,a" s3' 74a' AMSL (181} LOCUST 1G' 6a' 738' AMSL (183) OAK 50" 82' 7bZ' AMSL (185) OAK IS" 99' 773' AMSL (F87) OAK 36' 1a0' 773' AMSL (189} PERSIMMON IS' 9a' 762' AMSL (191} OAK 20" 94' 764' AMSL (t93) OAK ID' 8a' 751' AMSL (195) OAK 20" 89' 759' AMSL (197) DAK 20' 113' 774' AMSL {t9B} pAK 24' 1,3' 774' AMSL (201) CEDAR 20" 41' 709' AMSL (203) CAR 10" 73' 738' AMSL {zD5) OAK 24" Iss' 7sQ' AMst {207) OAK 12" 44' 753' AMSL {209) OAK 48" 1a6' 768' AMSL (211} OAK 15" 61' 742' AMSL (213} OAK 3Q" 120' 776' AMSL (215) OAK 15" 1O0' ]53'.AlASL (217) OAK 15" 85' 743' AMSL (2,9) OAR 20" 70' 721' AMSL (221} OAK 24" 94' 748' AMSL (223) OAK 24' 96' 754' AMSL (225) OAK 20" 74' 728' AMSL (227) OAK 24" 95' 751' AMSL (229} OAK 15" 89' 747' AMSL (238} OAK 20" 81' 741' AMSL (240) OAK 20" 66' 749' AMSL (242) LOCUST 12• 75' 746' AMSL (244) LOCUST 18" 70' 741' AMSL •TQTAL TREES TD RE REMOVED: 2 155 242 NOTES: I. REFERENCE TREE IS IpENTIFlEp hpaYE IN BOLO. 2- TREE DRIPUNES ARE DRAWN TO SCALE. 3. UNDERLfNED TREE HEfGHTS HAVE BEEN CONFIRMED 9Y A THIRD PARTY TQWER CLfMR. (56F. p AMr4) EXISTING r PROPOSED 2' LIGHTNING ROD [PROPOSED 1W SON 40 PIPES. 18' LONG TO $PAN THE 1W0 SITE PRO 1—COMPACT MONOPOLE MOUNTS. PART f UWSB—NP o (TYP. OF S) *W a PROPOSED OVERALL TOWER HEIGHT L TOP OF PROPOSED VERIZON MONOPOLE PROPOSED TOP OF TOWER ELEV.-118.7 ACL r (784.0' AMSL) ' I, PROPOSED VERIZON RAD CENTER ELEV. 112-7 3 AOL PROPOSED ANTENNAS �I _ (TYP. OF 6) PROPD5Ep RRH MOUNT CENTERLINE PROPOSED SITE PRO 1—COMPACT M0140POLE MOUNT ELEV.-102 AM_ PART M UWSB—NP (TYP. OF 2) PROPOSED GVP MOUNT CENTERLNE 40 PROPOSED CVP (TYP. OF 2) ELEV.94 AGL �PgOPOSED 2' STD PIPES PROPOSED SITE PRO 1—RING MOUNT 8' LONG. (TYP. OF J) PART III UGLM—OOP PROPOSED VERIZON WIRELESS HYBRID CABLES PROPOSED VERIZON WIRELESS 118.7' MONOPOLE TOWER PROPOSED SITE PRO 1—COMPACT MONOPOLE MOUNT PART 1 USW6—NP (TIP. OF 2) FIm I. THE PROPOSED ANTENNAS & RRH. WILL BE PAINTED THE COUNTY APPROVED COLOR SHERWIN WILLIAMS JAVA BROWN #6090. 2. ANTENNAS WILL BE INSTALLED USING A MODIFIED FLUSH DESIGN WITH LOW PROFILE MOUNTING BRACKETS- NO POINT ON THE BACK OF ANTENNAS SHALL BE MORE THAN 18' FROM FACE OF MONOPOLE, E PROPOSED DIAMETER OF THE TOWER AT TOP WILL NOT EXCEED 18". WHILE THE PROPOSED DIAMETER AT THE EASE OF TOWER WILL NO EXCEED 30'. PROPOSED VERIZON ANTENNA (TYP. OF 6) PROPOSED MONOPOLE MOUNT TO DRIPLNE OF REFERENCE TREE 3 PROPOSED 7 • 115.7', 44MONOPOLE ANTENNA ORIENTATION PLAN AT 113' G2 Nrs "' PROPOSED l OOR EQU11PM ENT \ GRAPHIC SCALE 1 ELEVATION ' N FE l waen= a FEET (887 S AMSZ) GENERAL NOTES '. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES '. _- �.� ...... A,......w.. .. 1N , ORDINANCES, LAWS AND REGULATIONS OF ALL MUWCIPAUTIES, UTILITIES ]' COMPANY OR OTHER PUBLIC AUTHORITIES, w - ... j� ..., ._ ... 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS z TOTALLY COMMITTEE). INSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL, STATE, (� COUNTY OR MUNICIPAL AIRFIORTIES Z 3. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER, IN w NR+C ENGINEERING SERVICES, L.LC. WRITING, OF ANY CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THE " xrngsu�.w SUBMISSION OF 8109 OR PERFORMANCE OF WORK. MINOR OMISSIONS OR ERRORS IN THE 810 DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE OVERALL INTENT OF THESE DRAWINGS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED AS A RESULT OF CONSTRUCTION OF THO FACILITY. 5. THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL MATERIALS, EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROJECT. ALL EQUIPMENT ALLINSTALLED IN ACCORDANCE WITH B INSTALLED THE MANPROJECT.OMAU, DA RECOMMENDATIONS. SHALL 8 verizon� S. THE OONTRACTOR SHALL WSIT THE PROJECT SITE PRIOR TO SUSMITRNG = a A A VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 1831 RADY COURT RICHMOND. VA23222 7. CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RF ENGINEERING PRIOR TO INSTALLATION, RA 8 TRANSMITTER QUREOV IPMENT ANDTS��� ARE DESIGNED TO MEET /M 222 ANSIIR9. ALL STRUCTURAL ELEMENTS SHAM BE HOT DIPPED GALVANIZED STEEL - 10. CONTRACTOR SHALL MANE A UTILITY 'ONE 04W TO LOCATE ALL UTILITIES PRIOR TO EXCAVATING. O F 11. IF ANY UNOERGRCUND UTILITIES OR STRUCTURES COST BENEATH THE PROJECT AREA, CONTRACTOR MUST LOCATE IT AND CONTACT THE WILD TURKEY WILD TURKEY LANE APPLICANT &THE OWNER'S REPflESENTATNE. LL CHARLOTTESVILLE, VA22903 12. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION BY ALBEMARLE COUNTY TECHNICIANS APPROXIMATELY 2 TIMES PER MONTH. 13. PRIOR TO THE INSTALLATION OF THE PROPOSED EQUIPMENT OR n MODIFICATION OF THE EXISTING STRUCTURE, A STRUCTURAL ANALYSIS SHALL BE PERFORMED BY THE OWNER'S AGENT TO CERTIFY THAT THE EXISTING/PROPOSED COMMUNICATION STRUCTURE AND COMPONENTS ARE �+ T�� REVISIONS STRUCTURALLY ADEQUATE TO SUPPORT ALL EXISTING AND PROPOSED ANTENNAS, COAXIAL CABLES AND OTHER APPURTENANCES. 14. PROPERTY LINE INFORMATION WAS PREPARED USING DEEDS, TAX MAPS, AND PLANS OF RECORD AND SHOULD NOT BE CONSTRUED AS AN ACCURATE BOUNDARY SURVEY. 15. THIS PLAN 6 SLAIVECT TO ALL EASEMENTS AND RESTRICTIONS OFIr 816. RECORD. THE PROPOSED FACILITY WILL CAUSE ONLY A 'DE MIMMIS" INCREASE IN � STORMWATER RUNOFF. THEREFORE. NO DRAINAGE STRUCTURES ARE Z 9 PROPOSED. 17. NO SIGNIFICANT NOISE, SMOKE. DUST. OR ODOR WILL RESULT FROM � x lvaans REVIESM ccc THIS FACILITY. 1 11l1ary8 FINALS CCc 1& THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION 0 1fi30119 PRELIMINARY CD LJS (NO HANDICAP ACCESS REQUIRED). 19. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR REV DATE DESCRIPTION BY SANITARY SERVICE. 20. POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER tlA rya ,rQ '��F4TA ` fzl JOHNA DAUGNTREY III � ,y Lic Ve. WU?US?li K w PO l^_144i19 `� THE TOWER STRUCTURE HAS NOT BEEN EVALUATE NOTE,NEED DLpL f $�Gl� BY NETWORK BUILDING AND CONSULTING ES AND WILL TO BE ANALYZED WITH ALL PROPOSED a ON,ML LOADING BY A PROFESSIONAL ENGINEER PRIOR TO INSTALLATION. y LU JOHN A. DAUGHTREY Ill, P.E. Z om I I VA PROFESSIONAL ENGINEER LIC.. 4052122 LU PTOWER ELEVATION, = DETAILS & NOTES E m Knopwhars w,z Cali before you dig. C-5 NOTE: TWO OF THESE MOUNTS ARE REQUIRED FOR THIS SITE. THE (6) 3.5' SON. 4O x 16' LONG PIPE MOUNTS ARE SOLD SEPARATELY. THE PIPE MOUNTS WILL SPAN BETWEEN THE TWO COMPACT MONOPOLE MOUNTS AS SHOWN ON SHEET C-2 SITE PRO 1-COMPACT MONDPOLE MOUNT (PART r UWS6-NP) MOUNT ODNTRACTOR TO NP U T(( UWSS-)WMONO OR APPROVED EQUIVALENT ANTENNA & RRH MOUNT DETAIL C-3 SCALE NTS PROPOSED 117' PROPOSED VERIZDN WIRELESS OVP (1 TOTAL ON TOWER) SITE PRO 1-RING MOUNT (PART N UGLM-DCP) APPROX YRUE NORM PROPOSED OVP ORIENTATION PLAN - 95' MOUNT CENTER (ED C-3 NTS (3) PROPOSED 2- STD PIPES. 6' L OF SITE PRO 1-R (PART j UGLM-DCP) CONTRACTOR TO PROVIDE SITE PRO t-RING MOUNT PARE / UGLM-DCP) OR APPROVED EOUNAJENT z OVP MOUNT DETAIL C-3 SCALE -NTS (12 TOTAL ON TOWER) COMPACT DUNT (PAW PROPOSED RRH ORIENTATION PLAN - 102' RAD CENTER C_3 NT5 ANTENNA NOTE: PROPOSED COMMSCOPE NHH--65C -R2B ANTENNAi IS 96.0(H)X11.9(W)X7.1(D) (AREA=1142.4 SQUARE INCHES) w 3 RAYCAP OVP BOX #RHSDC-3315-PF-48 ca NTS — PACT I (PART LIZ TOTAL ON TUNER) APPROX TRUE NORTH 6 PROPOSED RRH ORIENTATION PLAN - 102' RAID CENTER G3 Nis APPROX TRUE NORTH ( D _ J TOTALLY COMMITTEQ 1110 G ENGINEESING SERVICES, LLG. �FSHAi6�+iCMTLPIME Bull=,p verizon < 1831 RADY COURT RICHMOND, VA 23222 F WILD TURKEY WILD TURKEY LANE CHARLOTTESVILLE, VA22903 —LL1 ALBEMARLE COUNTY UC) REVISIONS a w Q Z Q W❑ 2 12m6l19 REVIESED 1 11/16ne FINALS 0 IOWIR PRELIMINARY CO REV DATE DESCRIPTION gi �j W JOHN A. MIIGH7REY III r L,L.N„ryy 012121 y P� 110419 LL ycy sF t IL ps�T1NAL GAO CC ZW I JOHN A. IDAUGHTREY III, P.E. g7 VA PROFESSIONAL ENGINEER LIG. *052122 � MOUNT DETAILS w C-6 UNDISrL RBEE SOIL MIN ID 1 2-GANG METER. BANK H-FRAME C•7 NTS E P4RIINq cR CaNC%= BOARD-ON-BWO BOARD ON BOARD WOODEN a, WIDE FENCE 1, tyl, 4.1,14, 'j. I'l 4,14 1 ��yl, 'I'lll ifill, L= J ( GALVANIZED MUSHROOM STC I SEE 4/S-2 FOR DETAILS. Nl �INTERLIEDIATE. ) coRN POsrs1 �-- 10" N IB'-O- FRONT CATE s TYPICAL FENCE AND GATE DETAIL C-7 NTs CONCRETE RING �`• AROUNO BOX = a. COMPOSOLITE BOX 1/2"X4' I AND COVER PULL SLOT e 0.5 tOF SKID RESISTANT SURFACE COMPACTED EARTH NOTES: 1. CONCRETE ENCASEMENT TO BE 3A00 PSA. MINIMUM, 2. CONCRETE ENCASEMENT RING DIMENSION, D, TO BE EQUAL TO DESIGN PAVEMENT DEPTH. 3, PAVEMENT AND SUBCRADE TO BE AS SHOWN ON THE ENGINEERING PLANS. 4. QUAZRE DOES NOT RECOMMEND THE USE OF CONCRETE OR POLYMER CONCRETE BOXES IN HIGH VOLUME TRAFFIC APPUCATIONS. ICTOR TO ORDER HANDHOLE TH THE CORRECT NUMBER ZE OF KNOCKCUTS NEEDED, c. vuarT DIMENSIONS OF UNIT. 2 HANDHOLE DETAIL G 7 NTs TYPICAL GATE DETAIL L,-7 NTS 8'-0" O.C. (MAX.) 8-XB• PRESSURE TREATED WOOD POST (m'J 1/2- CROWN FOR DRAINAGE 2" GAP BETWEEN EKTEND STONE 9'-D" WOOD PANEL AND GRAVEL I r'l BEYOND FENCE ON y1 F' ALL 4 SIDES 1 1 DRILLED PIER E00 PSI CONCRETE. EMBEDDED PORTION OF ALL POSTS SHALL BE GENEROUSLY COATED TAM WOOD FENCE k GATE NOTES PRESERVATIVE 1 PROVIpE HALF MOON CONCRETE GATE KEEPER FOR DROP ROD 2. PROVIDE GATE CATCHES AT REQUIRED LOCATIONS 3. FENCE SHALL BE INSTALLED WITH THE FINISHED SIDE FACING OUTWARD 4. GATE TO BE SECURE WITH A MULTI-LDCK SYSTEM TO PREVENT UNAUTHORIZED ACCESS TO TELECOM FACILITY. AMP FUSIBLE ,ONNECT CUSTOMER ACCESS BOX I Z TOTALLY COMMITTED w N6+G ENWINEEAINW SERVIGEB, LLC. ' a05 Yii M—NiLPNEciM1E— ��e96��I� tYC4 ■ ACCESS C verizon . ACCESS CONDUITS < 1631 RADY COURT RICHMOND. VA 23222 1V3 UNC X 1-3/4 STAINLESS STEEL HEX HEW CAPTIVE BOLT (TYP OF 2) 5/11" X 1" THRU SLOT WITH 1-1/4- X�+.r1n-5/8" X 1/2" Z DEEP CURE {1YP OF 2) J`o• WILD TURKEY STEEL FIAT 1/2" STANLIESSWASHER g� WILD TURKEY LANE WASHER (7YP of 2) 2) CHARLOTTESVILLE, VA22903 1�J ALBEMARLE COUNTY - OUAZTTE LOGO co - SKID RESLSTANT - FULL COVER SURFACE Ms -BB P/N PULLPOVER 527VY REVISIONS 1" X 4" PULL SLOT WITH 1/4" CENTER PIN (2) 4 II2" PAL NUT CM OF 2) COVER GUARD STRUT (lW OF 2) o C7 LL' LL 24" CABLE RACK (TM OF 3) - ,T. b• z BLIP BRACKET z 121W9 REVIF5ED UCC �" CABLE RACK 1 11/1B119 FlNALS CCC (TVP OF 4) 0 10mmu PRFLIMINARYCD LJS 0 REV DATE DESCRIPTION BY I h ® rl 11 Up vi 13��LT 9� a p a F♦O<F THRUEXCESS ` r FOR (FOR IXCE55 JCHN 0. DAUGF'.TREY III 4" X 4-1/2- % 9" GROUND RIBBON) Lk. Nu.rW2r_2R IM A 11, 04 19 O� MOUSE1i0LE KNOCKOUT LJ � (2 EACH END WALL) TERMINATORFOR ,esI OPAL b�U`r UR (TYP OF B) IL 3 MESA CABINET DETAIL C-7 NTs w Z JOHN A. DALIGHTREY III, P.E. (�7 L,IL VA PROFESSIONAL ENGINEER LIC. 6D52122 B" AA$HTO /57 CLEAN STONE N: FENCE LINE CONSTRUCTION _ IlIPhM DETAILS Ijl�ll i""III MIRAM 50OX GEOTEITRLE FABRIC B GRAVEL COMPOUND DETAIL rNrs ED 2 G-7 C-7 w S s, \t //i/+'PROPOSED / / SILT FENCE ON�DOWN SLOPE OF ALL 01STURBEO AREA.. ES-4 FOR DETAILS. (APPROX. LENGTH: 7V;k) -' � �/ . ' f' . � PROPOSm TREE PROTECTION• •; / / (SEE SHEET ES-4 FOR DETAILS) , PROPOSED PERMANENT SEEDING,' (SEE SHEET ES-4 FCR DETAILS) ) CRS 7 ' / '• �,• PROPOSED CONSTRUCTION ROAD l ' �' �/ STABLIZATIOR. - / �. ,'`�,J' (APPROX. 9C'3) • EXX5TAIG TREE (IV LE REMOYEO) +� ExrsnNc TREE REMAIN) (70 0 ' It l5 IIII I' t III + .I 1 /•// _ \i III III 1 II I r vl� J v •�,// J J • j �� - • / FXI57RVG TREE (70 1014.W) EXISnNG FENCED C0.IAPOUNO IX �FENCED D DTAS m IRE£ EX157WG TREE (ro REAdapr) / • • 1 x t (ro RE,traN) 'It 36B " � I I J (S01�Y �MW1R!) LCAY PROPOSED CONTOUR (TYP.) 2-7i SLOPES I c i PROPOSED UMIT OF DISTURBANCE O (APPROX. - 3.335 SF) I i0 II B/m i G I I i 1 PROPOSED 91AIIKET MATTING TREATMENT 1 TS (SEE SHEET ES-4 FOR DETAILS) PROPOSED TEMPORARY SEEDING (SEE SHEET ES-4 FOR DETAILS) rI jl 11 q TF a 1 1 1 � I � SF i ~' PROPOSED SILT FENCE ON GOWN SLOPE OF ALL DISIE1RBm AREA SEE SHEET ES-4 FOR I.S.DETAIr EXIsnNG TREE ' (APPROX. LENGTH: 501, r 11 1 l5 ' t Ilt (SOIL SNAMARY) `1 HAYEH.LE LOTµ EXJS7PIC TREE SLOPES 7-15% 1 ` (7O or REMOVED) 1 1 �5 5 1 4 I 4 i \ O III I 541 ' / Il �j I 'li I`I t IIII I�1 II 11 GRAPHIC SCALE 1 EROSION & SEDIMENT CONTROL PLAN Know whars below. Es-1 SCALEt 1° =,D-0 ,IN F Call before you dig. 1INCN. "En E FEET PROPOSED TEMPORARY SOIL / STOCKPILE AREA (SEE SHEET ES FOR DETAILS) f i 1 i i I i I 1 I 1( 1 1 Exrsnrvc � t .AaPRoxnwrE swt 1 �` BOUNDsL4l' 1 PROPOSED TREE PROTECTION (SEE SHEET ES-4 FOR DETAILS) EX67NC TREE ()'G REU—) CE 1 PROPOSED 12'X70' CONSTRUCTION ENTRANCE. ' \ SEE SHEET ES-4 FOR DE_FAILS. I 1 Q I 9 TOTALLY COMMITTED Z UJ NE-C BHG1NE[1NN8 BERVIGEB, LLG. u�,luEFlf �yfq �TSI.R_I.o verizon ¢ 1831 RADY COURT RICHMOND, VA 23222 F WILD TURKEY WILD TURKEY LANE CHARLOTTESVILLEI VA 22903 �LI ALBEMARLE COUNTY REVISIONS 0 cc O 2 Z 0 2 1JNN15 REVIESED 1 11/18/19 FINALS 0 19 WIQ PREUMINARVC❑ REV DATE DESCRIPTION CL 146*I,TH Of q. 9` 0 W�0 EL .IOH 1 A DAUGHTREY 11 L c. Nu W111Ai:111 bQr Ia1FIIV I `$ SSlpNAL LEGEND PROPERTY LINE - SNRrEDT PARCCI D(WNG CONTOUR LNE JOHN A. DAUGHTREY 111. P.E. Lry VA PROFESSIbNAL ENGINEER LIC. tO52122 PROPOSED CUNTDUR TIME W PROPOSM FENCE --� FROFOSLD LEASL AREA •..-------- .,—•—•—.-- —>- PRO M OMITS OF D15TOW40E L11 EROSION & P.— SILT FENCE SEDIMENT TP PRO-- TREE PROTECTION W CONTROL & CE PROPOSm GOF6]RIICrgN ENRTPNCE GRADING PLAN STORM WATER RUNOFF THE NATURAL DRAINAGE CONDITION FROM THE THE PROPOSED SITE WILL BE MAINTAINED TO THE GREATEST EXTEM POSSIBLE ALL DRAINAGE FROM THE 0I3TIIIIBED AREA WILL BE N SHEET FLOW. THUS SATISFYING MINIMUM STANDARD 19. ES-1 W TOTALLY COMMITTED z W NRiC ENGINEERING lERVM:ES� LLC. Lass �'f':%MEN. YA8E: ek0 ni STA s+1F+lN Ml _l' - - atil tiLG 9 tIES10 P'd. 111. �- n: ipr la*4 L,+_ .. wiltH AT ITA. 0014p :pry Ry rt d 4wl1 L'" yt6•tr dF34ti .� s :« ::rr k iF verizon s6o a 1831 RAOY COURT RICHMOND, VA23222 1 M s } FY J } - 676 Z O E a WILD TURKEY WILD TURKEY LANE _ - - CHARLOTTESVILLE, VA 22903 c t ALBEMARLE COUNTY � - 612 REVISIONS 0 o sse w O cr 2 12JW19 REVIESED CCC LREV 11/18119 FINALS CCC l(VMM9 PREIMINARY GLLJS DATE DESCRIPTION BY _ d L-: N o y� l 660 O JOHN 0.0AIlOHTREY III' «..� .d Lie. �v. W926S21±'. " ACCESS ROAD PROFILE +94' � Ao la,04,19 2�a S7CNALCL Ga z JOHN A. DAUGHTREY III, P.E- 0 VA PROFESSIONAL ENGINEER LIC. 00.02122 z W ACCESS ROAD w PROFILE co ru ES -2 m EROSION AND SEDIMENT CONTROL NARRATIVE CONSTRUCTION SEQUENCE GENERAL EROSION AND SEDIMENT CONTROL NOTES: AT LEAST 7 DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES. THE OWNER/OPERATOR SHALL INVITE 1 THE O,YNER/p EVELOPER AWSi NOTIFY THE ALBEMARLE COUNTY AT LEASE 24 HOURS PRIOR TO THE START OF PROJECT DESCRIPTION ALL CONTRACTORS INVOLVED IN THOSE AOIDATIES, THE LANDOWNER, ALL APPROPRIATE MUNICIPAL OMCIALS. THE CONSrtkuCfl0N IN ACCORDANCE WRFT APPLICABLE ALBEMARLE COUNTY ORDINANCES AND POLICIES. THE PURPOSE OF THIS PROJECT IS THE CONSTRUCTION OF A MONOPOLE TOWER, 90' LONG ACCESS ROAD AND FENCED THE EROSION AND SEDIMENT CONTROL PLAN PREPARER. AND THE CONSERVATION DST TO AN ON -SITE 2 THE OWNER/DEVELOPER CRAMS THE RIGHT- APPLICABLE RTY ON TO THIS PROPERTY TO THE AND POACH ALBEMARLE COMPOUND, ALONG WITH ASSOCIATED UTILITIES. THE LEASE AREA OF THE TOWER IS 9CO SF.; THE COMPOUND AREA IS MEETING. ALSO, AT LEAST 3 WORKING RAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, ALL COUNTY PERSONNEL FOR THE PURPOSE OF INSPECTING AND THIS PROPERTY FOR COMPLIANCE WITH TITLE 10.AR 750 SF.; THE TOTAL OISTURBED AREA IS 3,335 S.F. OF WHICH 1.840 S.F. WILL BE COVERED WITH A GRAVEL SURFACE AND VIRGINIA CONTRACTORS INVOLVED IN THOSE ACTIVITIES SHALL NOTIFY THE VIRGINIA ONE CALL SYSTEM -MISS THE REMAINING 1.495 S.F. WILL BE MANAGED TURF. UNITY' INCORPORATED AT 811 FOR BURIED UTILITIES LOCATIONS. CHAPTER 5, ARTICLE 4 OF THE CODE OF VIRGINLA, EROSION AND SEDIMENT CONTROL LAW AND THE DESIGN AND CONSTRUCTION STANDARDS MANUAL SECTION 75C.04. R EROSION AND SEDIMENT BMPS MUST HE CONSTRUCTED, STABILIZED, AND FUNCTIONAL BEFORE SITE 3. ALL EROSION CONTROL MEASURES SHOWN ON THE APPROVED PUNT MUST BE IN PLACE AND INSPECTED AND THE SITE F4L5 2 EXISTING MONOPOLES AND ASSOCIATED FACILITIES. THE PROPCSED POLE AND COMPOUND WILL JUST TO THE DISTURBANCE BEGINS WITHIN THE TRIBUTARY AREAS OF THCSE BMPS. APPROVED BY THE DEPARTMENT PF PUBLIC WORKS PRIOR TO CLEARING. STRIPPING OF TOPSOIL CR GRADING, SOUTH WEST. LAND SLOPES AT DOWN 10% FROM AN EXISTING ACCESS ROAD TO THE PROPOSED LOCATION BEFORE 4, A COPY OF THE APPROVED EROSON AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE KEPT ON THE SITE DROPPING OF AT A RATE OF 62% DOWN TO ROCKFISH CAP TURNPIKE. OUR PROPOSED COMPOUND SITS ON TOP OF A SMALL ALL EARTH DISTURBANCE ACTMNES SHALL PROCEED IN ACCORDANCE WITH THE FOLLOWING SEOUENCE. EACH AT ALL TIMES -- 25' RIDGE ABOVE ROCKFISH GAP TURNPIKE. THE ACCESS ROAD AND COMPOUND IS PRIMARILY OPEN SPACE WITH FEW TREES. STAGE SHALL BE COMPLETED BEFORE ANY FOLLOWING STAGE IS INITIATED. CLEARING AND GRUBBING SHILL BE 5. THEE LEVELOPERAEVELOPERS'S REPRESENTATIVE IS RESPONSIBLE FOR THE INSTALLAMN OF ANY ADDITIONAL AnIArcur AREAS LIMBED ONLY TO THOSE AREAS DESCRIBED IN EACH STAGE. ERO SI ON CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE ALBEMATHE ADJACENT AREAS ARE MAINLY UNDEVELOPED WOODLANDS, AGRICULTURAL FIELDS AND SINGLE FAMILY RESIDENCES. 1. INSTALL ROCK CONSTRUCTION ENTRANCE AND ALL PERIMETER BMPS AS SHOWN ON THE PLANS. 6, ALL DISTRIBUTED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT AL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL COMPLETE AND ADEQUATE STABILIZATION IS OFF -SITE AREAS 2. CLEAR TREES AND LIMBS FOR FULL WIDTH OF EASEMENT AND LEASE AREA, GROUND TO SKY. ACHIEVED. ALL ORGANIC MATERIAL, TREE VEGETATION, ROCKS GREATER THAN 12' IN ANY DIRECTION AND EXCESS CUT MATERIAL TO BE 7. WATER MUST BE PUMPED INTO AN APPROVED FILTERING DEVICE DURING GEMMING OPERATIONS. HAULED OFF SITE. CONTRACTOR TO ENSURE MATERIAL IS DISPOSED OF AT AN APPROVED AND PERMITTED SOIL DISPOSAL 3. STRIP TOPSOIL FOR THE ACCESS DRIVE AND STORE AT DESIGNATED LOCATIONS AS SHOWN ON THE PLANS 6• ALL EROSION AND SEDIMENT CONTROL PRACTICES MUST BE CONSTRUCTED AND WUNTANED ACCORDING TO THE LOCATION. OR LOCATION AS AGREED UPON WITH THE CONSTRUCTION MANAGER. MINIMUM STANDARDS AND SPECIFlCATRONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK 36 HAYEVI E LOAM - 2X TO 7X SLOPES - HYDROLOGIC SOIL GROUP B 36C HAYEVILLE LOAM - 7X TO 1SX SLOPES - HYDROLOGIC SOIL GROUP B CRITICAL AREAS THE PROPOSED PROJECT WILL NOT CREATE ANY CRITICAL AREAS ESC MEASUNQ STRUCTURAL MEASURES TO BE USED ON THE SITE INCLUDE SILT FENCE (VE&SCH SPEC. 3.05), CONSTRUCTION ENTRANCE (VE&SCH SPEC. 3.02 . CONSTRUCTION ROAD STABILIZATION (VE&SCH SPEC. 3.03), TEMPORARY STOCK PILE (VE&SCH SPEC. 3.30) AND CONC WASHOUT. ALL MEASURES SELECTED ARE STANDARD ESC ITEMS FOR THIS APPLICATION. ANY DISTURBED AREA DENUDED FOR SEVEN DAYS THAT IS NOT IN ACTIVE WORK AREA TO BE TEMPORARILY SEEDED. VEGETATION PRACTICES INCLUDE TEMPORARY AND PERMANENT SEEDING (VE&SCH SPEC. 3.31 & 3.32). PERMANENT STABILIZATION 1. UNTIL AN ADEQUATE ROOT SYSTEM IS ESTABLISHED AND IN THE ABSENCE OF ADEQUATE RAINFALL SODDING (OR WHATEVER VEGETATION IS USED) SHALL BE IRRIGATED AS OFTEN AS NECESSARY TO MAINTAIN MOIST SOIL TO A DEPTH OF 4 INCHES. IN GENERAL WATERING SHALL BE PERFORMED IN ACCORDANCE WITH THE VESC+L ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE DONE WITH KENTUCKY 31 TALL FESCUE ACCORDING TO STD. AND SPEC. 332. PERMANENT SEEDING, OF THE HANDBOOK. EROSION CONTROL BLANKETS WILL BE INSTALLED OVER FILL SLOPES WHICH HAVE BEEN BROUGHT TO FINAL GRACE AND HAVE BEEN SEEDED TO PROTECT THE SLOPES PROPERLY. MULCH STRAW OR FIBER WILL BE USED ON RELATIVELY FLAT AREAS. IN ALL SEEDING OPERATIONS, SEED FERTILIZER AND LIME WILL BE APPLIED PRIOR TO MULCHING. FINAL STABLIZATICN IS CONSIDERED COMPLETED WHEN ICON OF THE DISTURBED SOIL SURFACE IS UNIFORMLY COVERED IN PERMANENT VEGETATION WITH A DENSITY OF 7OX OR GREATER. THE NATURAL DRAINAGE CONDITION FROM THE THE PROPOSED SITE WILL BE MAINTAINED TO THE GREATEST EXTENT POSSIBLE, AL DRAINAGE FROM THE DISTURBED AREA WILL RE IN SHEET FLOW, THUS SATISFYING MINIMUM STANDARD 19. 4. BEGIN GRADING AND INSTALL GRAVEL, ROADSIDE DITCHES, AND CULVERTS WITH OUTLET PROTECTION. 5. STRIP TOPSOIL ACROSS COMPOUND AND STORE AT DESIGNATED LOCATIONS AS SHOWN ON THE PLANS OR LOCATION AS AGREED UPON WITH THE CONSTRUCTION MANAGER, S. GRADE COMPOUND SITE AND INSTALL GRAVEL. IMMEDIATELY STABILIZE FILL AND CUT SLOPES WITH EROSION CONTROL MATTING OR ROCK. 7. ONCE CONSTRUCTION OF COMPOUND AND ACCESS DRIVE 6 COMPLETE, BEGIN CONSTRUCTION OF TOWER AND ASSOCIATED FACILITIES AND UTILITIES AS SHOWN ON THE DRAWINGS. B. IF CONSIRMICIN IS TERMINATED OR SUSPENDED PRIOR TO CONSTRUCTION COMPLETION, ALL EXPOSED SOIL AREAS SHALL BE SEEDED WITH TEMPORARY SEEDING AND MULCHED IMMEDIATELY. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ALL SEDIMENT AND EROSION CONTROL FACILITIES IN EFFECTIVE WORKING ORDER DURING CONSTRUCTION AND UNTIL ALL EXPOSED SOIL AREAS HAVE BEEN STABILIZED. AND THE VIRGINIA. REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS AND TO ALBEMARLE COUNTY DESIGN AND CONSTRUCTION STANDARDS MANUAL THE DEVELOPER/DEVELOPER'S REPRESENTATIVE WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES AT ALL TIMES. 9. THE DEVELOPERS/ DEVELOPER'S REPRESENTATIVE SHALL INSPECT ALL ERCSION AND SEDIMENT CONTROL MEASURES DAILY AND AFTER EACH SIGNIFICANT RAINFALL THE FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR a. SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC, SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF WAY TO THE TOP OF THE BARRIER. b. SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RE -SEEDED AS NEEDED. 10. SEDIMENT TRAPPING MEASURES WILL BE INSTALLED AS A FIRST STEP IN GRADING AND WILL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION. 11. PERMANENT SOIL STABILlZATDEA N SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE TEMPORARY SOIL STABEIZED SHALL BE APPLIED WITH IN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN FOURTEEN (14) DAYS. SEEDING AND SELECTION OF THE SEED MIXTURE SHALL BE IN ACCORDANCE WITH VIRGINIA EROSION AND SEDIMENT CONTROL HAND1300K STANDARD AND SPECIFICATION 3.32. ROADS AND IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE, THE O/RP SHALL STABILIZE ANY AREAS DISTURBED I BY THE ACTMTIE& DURING NON -GERMINATING PERIODS, MULCH MUST BE APPLIED AT THE SPECIFIED RATES, 12. DISTURBED AREAS WHICH ARE NOT AT FINISHED GRADE AND WHICH WILL BE RED19MRBED WITHIN 1 YEAR MUST BE STABILIZED IN ACCORDANCE WITH THE TEMPORARY VEGETATIVE STABILIZATION SPECIFICATIONS. DISTURBED 13. AREAS WHICH ARE AT FINISHED GRADE OR WHICH WILL NOT BE REDIMR13ED WITHIN 1 YEAR MUST BE 14 STABILIZED IN ACCORDANCE WAIN THE PERMANENT VEGETATIVE STABILIZATION SPECIFICATIONS TIED. SEEDED AND SILT DAMS SHALL BE MULCHED WITHIN FIVE DAYS AFTER 5 SHALL BE PROTECTED BY INLET PROTECTION AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL STABILIZATION WHEN IT WAS A MINIMUM UNIFORM 15. AT THE COMPLETION OF ANY PROJECT CONSTRUCTION AND PRIOR TO BOND RELEASE, ALL TEMPORARY 70% PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT NON -VEGETATIVE COVER WITH A DENSITY SUFFICIENT SEDIMENT CONTROL MEASURES SHALL BE REMOVED. TO RESIST ACCELERATED SURFACE EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING 16. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES WILL BE REMOVED WITHIN 30 DAIS AFTER AND OTHER MOVEMENTS. ADEOUATE SITE STABILIZATION AND AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, AS AUTHORIZED AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMPS MUST BE REMOVED. AREAS DJSTURBED DURING REMOVAL OF THE BAPS MUST BE STABILIZED IMMEDIATELY. MANAGEMENT _crR_e=IES 1. CONSTRUCTION WILL BE SEQUE14CED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS OLICKLY AS POSSIBLE. MAINTENANCE 1. TEMPORARY SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING. SEE VA E&SC HANDBOOK 3.31-8 FOR SEEDING SPECIFICATION, 1. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH 2. SEASONAL NURSE CROP MAY BE REQUIRED. RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS 3. AREAS WHICH ARE NOT TO BE OSTURBMA ED WILL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC. OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. THE FOLLOWING ITEMS WILL BE CHECKED, 4. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL ESC PRACTICES. IN PARTICULAR: S.AFTER ACHIEVING ADEQUATE STABILIZATION THE TEMPORARY ESC MEASURES WILL BE CLEANED UP FROM ACCUMULATED SEDIMENT AND REMOVED. ONLY AFTER APPROVAL OF THE JURISDICTION ESC INSPECTOR. 2. THE SILT FENCE BARRIER WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE GENEB& RUES 1. GENERAL CONTRACTOR MAY RELOCATE OR REVISE EROSION AND SEDIMENT CONTROLS AS DEEMED NECESSARY DURING CONSTRUCTION TO MAINTAIN PROPER SEDIMENT CONTROL 2. ALL EXISTING UNDERGROUND AND ABOVE GROUND UTILITIES TO BE RELOCATED AS NECESSARY TO ACCOMMODATE THE PROPOSED IMPROVEMENTS. THE CCNfTRACTOR IS RESPONSIBLE FOR CONTACTING LOCAL UTILITY COMPANIES PRIOR TO CONSTRUCTION. 3. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER/B.M.P. DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPUGABLE 1. NO MORE THAN 500 UNEER FEET OF TRENCH MAY BE OPENED AT ONE TIME 2. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES 3. EFFLUENT FROM DEWATERING OPERATIONS SKILL BE FlLTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING OLVICL OR BOTH. AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFT' -SITE PROPERTY. 4. MATERIAL USED FOR BACKFILLWO TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. B. DESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGUTATKINL 0. COMPLY WITH APPUM40LE SAFETY REVU ATIONS FABRIC. SEDIMENT EVEL SHALL BE REMOVED WHEN THE LOF SEDIMENT DEPOSITION REACHES HALF WAY TO THE TOP OF THE BARRIER. 3. THE SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RE -SEEDED AS NEEDED. 4. CONTRACTOR 15 RESPONSIBLE FOR MAINTAINING ECS CONTROLS DURING CONSTRUCTION, S. INSPECTION TO BE CONDUCTED SHALL BE PER CARROLL COUNTY STANDARDS AND REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS. BY THE ALBEMARLE COUNTY INSPECTORS. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES WILL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 17. WHEN SEDIMENT IS TRANSPORTED ORM A PAVED ROAD SURFACE, THE ROAD WILL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT WILL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA STREET WASHING WILL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 18, AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC. 19, RPA AND FLOOD PLAIN LIMITS SHALL BE CLEARLY MARKED IN THE FIELD BY FLAGS, SIGNS, ETC. 20. TREE SAVE AREAS SHALL BE CLEARLY NARKED IN THE FIELD BY ORANGE SAFETY FENCE APPROPRIATE TREE PRESERVATIONS SIGNS(WATERPROOF) TO IDENTIFY TREE PRESERVATION AREA SHALL BE LOCATED ON TREE PROTECTIONS FENCING INCLUDES SUPER SILT FENCING) AND SHOULD BE LOCATED ALTERNATE BETWEEN ENGLISH AND SPANISH EVERY 30 FEET. 21. ORANGE SAFETY FENCE MUST BE INSTALLED AROUND ALL SILT TRAPS AND SEDIMENT BASINS GRADING NOTES 1, SOILS USED FOR ROADWAY SUBGRADE MUST BE COMPACTED SO THAT THE MINIMUM DRY DENSITY ACHIEVED EXCEEDS 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. THE CONTRACTOR MAY ONLY USE CUT MATERIAL AS FILL IF IT CAN BE COMPACTED TO 95X Of ITS STANDARD PROCTOR MAXIMUM DRY DENSITY. PROCTOR READING MUST BE INSPECTED AND APPROVED BY A THIRD PARTY DURING ROADWAY CONSTRUCTION. 6. SILT FENCE SHALL BE CHECKED AFTER EACH MAJOR STORM EVENT OR ONCE EVERY FIVE DAYS. SEDIMENT 2. NATIVE TOPSOIL SHALL BE SAVED, STOCKPILED, MULCHED. AND REUSED AS MUCH AS POSSIBLE ON THE SHALL BE REMOVED AFTER IT BECOMES D/3 HEIGHT OF SILT FENCE. SITE SILTATION FENCE SHALL BE INSTALLED AT THE BASE OF STOCKPILES AT THE DOWNHILL LIMIT TO PROTECT AGAINST EROSION. STOCKPILES WILL BE STABILIZED BY SEEDING AND MULCHING UPON FORMATION 7. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL WILL BE CONSTRUCTED ACCORDING TO OF THE PILES. UPHILL OF THE STOCKPILES STABILIZED DITCHES AND/OR BERMS WILL BE CONSTRUCTED I0 THE STANDARDS AND SPECIFICATIONS OF THE VIRGINIA SEDIMENT AND EROSION CONTROL HAN0800K, 3RD ED. DIVERTS OFF SITE T RUNOFF AWAY FROM THE PILES. EXCESS CUTDISPOSAL SOIL NOT REUSED A5 FALL BALL BE 1992 HEELED OFF SHE TO AN APPROVED AND PERMITTED SOIL DISPOSAL SITE AS SOON AS FINAL GRADE FNA5 BEEN ESTABLISHED. 3. FOR AN EARTH DISTURBANCE ACTIVITY OR ANY STAGE OR PHASE OF AN ACTIVITY TO BE CONSIDERED PERMANENTLY STABILIZED, THE DISTURBED AREAS SHALL BE COVERED BY A MINIMUM UNIFORM 70% PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATNE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SUDING AND OTHER MOVEMENTS. 4. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 8 INCHES IN THICKNESS. 5. FILL MATERIALS SHALL BE FREE OF FROZEN P49TICLES, BRUSH, ROOTS, SOD, OR ORGANIC MATERIAL THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS. ANY ROCK GREATER THAN 12" IN ANY DIRECTION SHOULD BE DISPOSED OF AND NOT USED AS FILL FILL SHALL NOF BE PLACED ON SATURATED OR FROZEN SURFACES. & PLOW, SCARIFY. BENCH, OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SO FlU. MATERIAL WILL BOND WITH DUSTING WERW.. IF FILL EXCEEDS 4' IN HEIGHT FROM TOE TO CREST. FILL MUST BE BENCHED AND KEYED IN. SEE DETAIL 4/ES-7 FOR DETAILS 7. PLACE SOIL FILL ON SUB -GRADES FREE OF ORGANIC MATERIAL, MUD. FROST, SNOW, OR ICE S. PLACE BACKFILL AND FILL MATERALS IN LAYERS NOT MORE TWIN 8 INCHES THICK IN LOOSE DEPTH COMPACTED BY HEAVY COMPACTION EQUIPMENT, AND NOT MORE TWIN 4 INCHES IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HAND OPERATED TAMPERS 9. UNDER ACCESS ROADS WITH MARGINAL TO EXCESSIVE SLOPES AND MARGINAL SUMPADE. CLEAR. GRUB AND SCARIFY ROAD AREA INSTALL ONE LAYER OF CEO -TEXTILE FABRIC (US 160 NW OR EQUIVALENT) AND PIN TO SUBGRADE. INSTALL BASE LAYER, AND TRACK IN WITH A BULLDOZER OR SHEEPSFOOT ROLLER. INSTALL SURFACE LAYER. DRESS ROAD AS REQUIRED AFTER CONSTRUCTION WITH MOTOR GRADER AND COMPACT WITH A VIBRATORY ROAD ROLLER. AY BALE AND PLASTIC WASHOUT PIT HAY BALE AND PLASTIC WASHOUT PIT TO BE BUILT ABOVE GRADE. THE PLASTIC LINING SHOULD BE MINIMUM 10 MIL THICKNESS, FREE OF TEARS OR HOLES THAT WOULD ALLOW THE WASHMWTER TO ESCAPE. AFTER THE PIT LS USED TO WASH ,DOWN THE CHUTES OF MULTIPLE READY MIXED TRUCKS AND THE WASMVATER HAS EVAPORATED OR HAS BEEN VACUUMED OFF, THE REMAINING HARDENED SOLIDS CAN BE BROKEN UP AND RETIDNED FROM THE PIT. THIS PROCESS MAY DAMAGE THE NAY &ALES AND PLASTIC LINING. IF DAMAGE DOCURS, THE PIT WILL NEED TO BE REPAIRED AND RELINED WITH NEW PLASTIC. WHEN THE HARDENED SOLIDS ARE REMOVED FROM THE PIT. THE WASTE MATERIAL MUST BE RECYCLED OR DISPOSED Of AT AN APPROVE WASTE FACILITY. LU #N z TOTALLY COMMITTEDL Z uI MR.0 ENEINEERTN0 EERyTC�$, LLC_ as wr�aunaix c 7x verfzom! aw 1831 RADY COURT RICHMOND, VA 23222 WILD TURKEY WILD TURKEY LANE CHARLOTTESVILLE, VA22903 -LEI I� ALBEMARLE COUNTY REVISIONS O w Z L7 LU Q Z 13J�A119 REIIESED 1 11I1N19 17NALS 0 1(03W19 PRELIMINARY cO REV I DATE DESCRIPTION O- LT I] Up y, JOHNA CAUGHTREY III r LU 1?ifLL1104y�.11:1 p� 17 �w d 6V OVAL C'3 ZII JOHN A. DAUGHTREY III, P.E. VA PROFESSIONAL ENGINEER LIC. 4052122 EROSION 1= & SEDIMENT 2 CONTROL NOTES ES-3 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) I- nnlaa .rsxaa_ naxp ��a x slur war. r�cwa 10 na rags. ) n ora, rvE rurta raea,e m .c +.rs . aweeu .gyp ealwe, ,xr RAGE Ir my ,. E ,ak' W W1R 50.'I. i I � •lii h r•11dx r"epr. Am. STONE CONSTRUCTION ENTRANCE Tmm Ur-C '40, Fuae:nru+@+ow•rrArro AeEA R..,laemnl - X-dUC Y 31 a Twf--Type TAI [ nu,re - unprwwa Fe=alalul RyppyM' - xma,a9� ellago. H'A.M"mnnn,.n Iwvm MI„i—of ,h— (3) up p five (9) nd.ke aItl.z ® 6aa ww..d Na W u,e Ia Viwu General 9I_f3-1 mIeiU %enpne1y )l F- - P d'r V arm smda N.-C., ply cl„"e relee,w I,." _„ 18' SILT FENCE OR 8" SILT SOXX (OR P` GREATER) raw rJs. � OCKPILf Yri.Alrs_ w �a2YJ Ih 9fhfm9E alai � M o-lugo ° m Iss Im 128 On 21tr LIL L50 Rs. - K.—iY 31 N-- 1IS Nr. Rea Top G,d, d R[ C4.w.mcut ••, m I TOR IbL Po—w RTcpau wi118nnvmle raaa ara a, lo.,d efN amp.da.d amn rmem, ff-my p'p�F xava aad dmion reW auur frr .ec&ed, •• Ae xm, anre cmp la e<,mraaaa. -ib 5eeeiug a.ora m —d e k— Ma iy AFr11 NraaaA May 151h .................... Aeaud Rye Mal' 16rh Ih-Sh ANo' 0 1 6.................... Fmnil Milk, AWW l6tb Ihnsgh "-nWr,a4rr, O.zuher ............. Anu,ul Rye i uaLled.— waamkwp"reellasm;PIsawfwe.Ibalme�lrl�ylhnel;w.veprcya,,Vhml h:g,aama e>eca ryovY ple propIuw 10-2llyalIId NRTUSE 36 INCH FABRIC AND STAKED WITH rxrHARDWOOD STAKESON SCENTERS VSCJ4_3.02 TEMPORARY CONSTRUCTION ENTRANCE VESCH 3.05 SILT FENCE VESCH 3.32 PERMANENT SEEDING STANDARD FILTER FABRIC FENCE SF 2 ROCK CONSTRUCTION ENTRANCE CE PERMANENT SEEDING PS ES-4 Nia E5,9 NTs ESQ 1rts T"IS 3 71.B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIAES 'QUICK 0EP!'.RENCE FOR ALL REGIONS' Rate Plmtim Dates (]D aae1 Sept 1 • Feb. 15 50150 Mu of Ameal Ryeg1 (La imn mull! -film & 50-1W Cereal (tenter) Rye (sgeale mfealnl Feb. 16 - Apr. 30 Armuol Ryegras9 60 - 100 (f nlinm meltifloruml Max 1 - Aug 31 Getman MRlet 54 (SSliliLiT9bw VESCH 3.31 TEMPORARY SEEDING ��TEMPORARY SEEDING Es-4 NTE •-- 8 ELM EXIST. GRADE SEED W/ VDOT FORMULA �1 1 "C" F NOT USED WITHIN 21) DAYS. I SILT FENCE OR B" SILT SOXX (OR GREATER) NOTES, ELEVATION 1. INSTALL SLT FENCE DOWNSLOPE OF AREA OF STOCKPILE 2. PLACE STOCKPILE IN AREAS SHOWN ON EROSION CONTROL PLAN WITHOUT BLOCKING NATURAL DRAINAGE PATTERNS. 3. FOLLOW DIMENSIONS SHOWN ABOVE. HEIGHT SHOULD NOT EXCEED 35 FT- S10E SLOPES SHOULD NOT BE STEEPER THAT 2(H):l(V). 4. SEW IMMEDIATELY IF MATERIAL IS NOT TO BE USED WITHIN 20 DAYS. FOLLOW "SEEDING, FERTILIZATION SCHEDULE A SPECIFICATIONS." 5. LOCATTON(S) AND SIZE(S) OF SOIL STOCKPILES ARE APPROXIMATE AND SMALL BE ADJUSTED PER FIELD AND CONSTRUCTION SEQUENCE CONDITIONS. CONTRACTOR SHALL VERIFY REWIRED SIZE(S). REQUIREMENTS FROM THE STANDARDS DETAIL MUST BE FOLLOWED FOR STOCKPILES- 4 TOPSOIL STOCKPILE AND MAINTENANCE ES-0 NT6 TOPSOIL SPECIFICATIONS 1. EPSOL SPECIFIC A THE CONTRACTOR SHALL FURNISH ALL LABOR, SUPERVEON. MATERIAL (EXCEPT AS HEREIN PROVIDED), TOOLS EQUIPMENT, SUPPUES, AND SERNCES. AND, SHALL PERFORM ALL WORK NECESSARY FOR PROVIDING (TYPE B AS NECESSARY) AND APPLYING TOPSOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THESE SPECIFICATIONS AND IN CONFORMITY TO THE DEPTHS AND LIMNS SHOWN ON THE DRAWINGS OR AS ESTABLISHED BY THE OWNER B. PRIOR TO USE OR PLACEMENT, THE CONTRACTOR SHALL SUBMIT CERTFlCAVONS OF SOIL TESTS FOR APPROVAL SOIL TESTS SFIALL BE PROVIDED AT THE RATE OF ONE TEST PER 10.000 SQUARE FEET OF DISTURBED AREA C. UNLESS OTHERWISE DIRECTED BY THE OWNER, AREAS DESIGNATED TO RECEIVE TOPSOIL SHALL BE GRADED, SHAPED, AND THEN SCARIFIED OR -TILLED BY OISKWG, HARROWING, OR OTHER APPROVED METHODS TO A DEPTH! OF APPROXIMATELY 2' TOPSOIL SHALL BE APPUED ONLY WHEN THE SUBSOIL IS IN A LODSE, FRIABLE CONDITION. 0. THE CONTRACTOR SFWL PROTECT BENCHMARKS, UTILITES, AND EXISTING TREES. SHRUBS, AND OTHER LANDSCAPE FEATURES DESIGNATED FOR PRESERVATION WITH TEMPORARY FENCING OR BARRICADES SATISFACTORY TO THE OWNER E. SUBSOIL ON SLOPES THAT HAVE BEEN HORIZONTALLY GROOVED IN ACCORDANCE WITH THE DRAWINGS SFVLLL NOT BE LOOSENED- F. THE LOOSE DEPTH OF THE CUSS OF TOPSOIL SHALL BE NO LESS THAN 4" (NOT LESS THAN 8" IN MEDIANS: AND SHALL BE SUFFICIENT TO ALLOW THE AREA TO CONFORM TO THE ELEVATIONS SHOWN ON THE DRAWINGS AFTER TOPSOIL SETTLES. IN NO CASE SHALL THE CONSOLIDATED FINISH ELEVATION OF TOPSOIL EXCEED THE ELEVATION OF ADJACENT STRUCTURES. C014SOUDATED ELEVATION SHALL BE FLUSH WITH THE ADJACENT STRUCTURES. G. AFTER TOPSOIL HAS BEEN APPLIED, LARGE CLOGS. HARD LUMPS. AND STONES MORE THAN 1" IN THE GREATEST DIMENSION, BRUSH, ROOTS, STUMPS. LITTER. AND FOREIGN MATERIAL SHALL BE REMOVED FROM THE AREA WHEN THE OPERATION IS COMPLETE, THE AREA SHALL BE IN A CONDITION TO RECEIVE SEED. SOD. OR PLANTS WITHOUT FURTHER SOIL PREPARATION. AREAS SHALL BE STABILIZED WITHIN 15 DAYS AFTER TOPSDIL IS APPLIED. H. THE CONTRACTOR SHALL BE REQUIRED TO BACKFILL ALONG EDGES OF CURBS, SIDEWALKS AND ENTRANCES WHERE SETTLEMENT HAS OCCURRED AND RESHAPE AND RESLOPE, WHERE DIRECTED. PRIOR TO PLACEMENT OF TOPSOIL AS WELL AS TO ADD ADDITIONAL TOPSOIL AS REQUIRED DUE TO SETTLEMENT OR EROSION AT NO ADDITIONAL CAST TO THE OWNER. NO STANDARD CONSTRUCTION NUMBER hgffml 1. THE TREE PROTECTIVE BARRIER MUST CONSIST OF ORANGE SAFETY FENCING, NOT LESS THAN THREE FEET HIGH AND SUPPORTED BY WD00/METAL POLES 2. THE TREE,PROTECRVE BARRIER WILL NEED TO REMAIN IN PLACE THROUGHOUT CONSTRUCTION. 3. APPROVAL OF TREE PROTECTIVE BARRIER WOULD NEED TO OCCUR PRIOR TO THE ISSUANCE OF A BUILDING PERMIT AND FINAL SITE PLAN APPROVAL. VESCH 3.38 TREE PRESERVATION AND PROTECTION TREE PROTECTION FENCE TP ES�I NTS LU ._ . TOTALLY COMMITTED w NB-C ENRINIE NY SERVICES. LLC. �M IN veverizon� I I 1831 RADY COURT RICHMOND, VA 23222 a WILD TURKEY Ir WILD TURKEY LANE CHARLOTTESVILLE, VA22903 Z2 to ALBEMARLE COUNTY REVISIONS W Z W❑ 2 121[IdMe REVIESEO 1 limme FINALS 0 IUM19 FRELIMINARY CD REV DATE DESCRIPTION 2 w.�Lllt OR L r J Z O JOHN A OAURITREY III ((!!11 4 l.u. Nv.rµl1lhcll22 � AO 12r0.119 ,- ��S`Y/DIAL EaG�< a LI! W JOHN A. OAUGHTREY III, P.E. ZW 0VA PROFESSIONAL ENGINEER LLC. 8452122 W EROSION LU SEDIMENT CONTROL co DETAILS co II ES-4 V SHOULDER O OR 1' SHOULDER a 6% 12' STANDARD SURFACE COARSE: ♦ ,\'• \ ED CRUSHED OF FULLY AND SMALLER CRUSHEU 1' SLONE ANU SIMLLER MIXED WITH DRAT AND FINES (CRUMB RASE {ARSE; COMPACTED AGGREGATE BASE COARSE OR CABC). B'DEPTH CF COARSE SUBGRADE AGGREGATE 2"-,3" STORE WSHTO ►5 GEOTDMLE OR RAILROAD BALLAST) 2SHOULDER (SEE NOTE) O 6R z' SHOGLDER 1. r o ex 12' STANDARD I 3R 3% 3,'I. SURFACE COARSE: 6' DEPTH OF FULLY OWNED CRUSHED VSIONE AND SMALLER MIXED .� BASE COARSE: WITH DRAT AND FINES (CRMHED 6" DEPTH OF COARSE A6GREGOE RASE COARSE DR CABC), COMPACTED GEOTE7CITLE AGGREGATE 2'-3' STONE (ATSIRD +5 SUBGRADE (SEE NOTE) OR RAILROAD BALLAST) cogs: 1. SUBGRADE AND FILL SHALL CONSIST OF CLEAN SOIL. NO DELETERIOUS MATERIALS OR ORGANICS TO BE USED. FREE OF FROZEN PARTICLES, ORGANIC MATTER, CLAYS D MATERIAL AND ROCK PARTICLES GREATER THAN 12' IN ANY OIRECTION. 2. REMOVE ALL TOPSOIL AND ORGANICS BEFORE COMMENCING ACCESS ROAD FOR A MIN. DEPTH OF 12•. 3 CONTRACTOR TO USE V DEEP GRAVEL BASE (2A MODIFIED) AS MEANS OF ACCESS FOR ALL HEAVY CONSTRUCTION TWIFFlC. PROPOSED GRAVEL SURFACE (6' DEEP CRUSHER RUN) TO BE INSTALLED AFTER ALL MNJOA CONSTRUCTION HAS BEEN COMPLETED. 4. THE PROPOSED ROAD MUST HE KEYED INTO THE EXISTING GRADE THE FINAL F9ASHm GRADE SHALL BE FLUSH WITH THE EXISTING OWETO ALLOW FOR PROPER DRAINAGE ACROSS THE ROAD. 4. wOvEN GfoMMLE APPROVED PRODUCTS ARE US FABRICS: US 2DO AND TENCATE 160N. CONTRACTOR MAY SUBMIT DESIGN ALTERNATIVE PROPOSED GRAVEL DRIVE TYPICAL SECTION ES•5 NTS w z TOTALLY COMMITTED Z w NBtC CNBINEEKINB SENYTCIB, LLC. w �nruwu�sun=�x GtFN.�u9i>r���o " B04'.-Nd015 verizon-1, a q 1831 RADY COURT RICHMOND, VA 23222 Z O WILD TURKEY WILD TURKEY LANE CHARLOTTESVII m VA 22903 1—u ALBEMARLE COUNTY REVISIONS 0 O U ar Z U' 0 WO Z 12lU4I19 REVIESEL) 7171919 F1 hL4L$ 0 h1 lono"G PRELIMIHARY cO REV DATE DESCRIPTION rl _m�'��T IL Dp �� 'Fe fie- � w MM A UAUGHTREY IF Lu.112,114CAy_�lu 70 1�0•t L9 wx T � d �`SI ORAL waU Z JOHN A. D11... TREY III, P.E. VA PROFESSIONAL ENGINEER LIC, M052122 Z W EROSION 1 & SEDIMENT CONTR 1011 DETAILS II z ES-5 H w w