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HomeMy WebLinkAboutSDP201900077 Plan - Submittal (First) 2019-12-17SITE 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: 05700,D0-00-D41LO PARCEL AREA: 6.0 t ACRES PARCEL OWNER: ROBERT L & JEANNE K CROSS TRUSTEES OF THE 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'-tAGL TOTAL LEASE AREA 900 SO. FT. AREA OF DISTURBANCE: 3,335 t SO. FT. POWER PROVIDER: DOMINION VA POWER (866)366-0357 TELCO PROVIDER: VERIZON {800)871.9244 EMERGENCY INFORMATION: ALBEMARLE COUNTY FIRE & RESCUE: (434)296-5833 ALBEMARLE COUNTY SHERIFF'S OFFICE: (434) 972-4001 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 23060 1804) 5484079 verizon✓ SITE NAME: WILD TURKEY WILD TURKEY LANE CHARLOTTESVILLE, VA 22903 ALBEMARLE .COUNTY VICINITY MAP SCALE: I"= 2000' 1" •w.aa�an vA• aY 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-2501 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 BUJLDING 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 C-1 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 ES-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 II 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. TOTALL`! COMMITTED. z W N6+C ENGINEERING SERYICEi. I.I.C. u� cxR�aurre�w verizon-s/ CL 1B31 RACY COURT RICHMOND, VA 23222 z WILD TURKEY WILD TURKEY LANE CHARLOTTESVILLE, VA 22903 }� ALBEMARLE COUNTY co REVISIONS d p¢ O Z Co wp z 17Jo4119 REviEseG 1 11119r19 FINAi S D imoI19 PRELIMINARY CO REV 1 DATE DESCRIPTION ao a ` r .OHN A.OAUGMTREY III ' '^ IJjJ1, I. No. U420521n p0 12f04119 4L, �•rst ORAL 6°�U Z JOHN A.DAUGHTREY III, P.E. 2 VA PROFESSIONAL ENGINEER LIC. #052122 w � TITLE SHEET W T-1 / r r i i / r r CON 0"s / OG`�P i;tJ� QaCPE EcoupPOUNOS H' m� \� T'` (rvP of 2) 1 SE SUkDIN ` VERIZDN WDELE ARE4•FOR �6 C U 1 BU,4'D/NG (TYP.) _ EQUIPMENT CCMPOUNDVERIZ\ ' O MONO N WIRELESS rrHIN �\ MONOPOLE TOWER WITHIN 3O'R30' LEASE AREA VERIZON WIRELESS 20' WIDE ACCESS AND UTILITY EASEMENT DT/STING MEF 1XYf MIN � 1 £CM PROPER TY ACCCESS DRAIE \ EX6rMIG PROPERTY FENCE 0I F V�L O N MATHFOS, LAAI E \ 429 WRO TURKEY CANE \ ✓2 CHAW0r1ESLF VA 2Z90J PARCEL L0 /.- 05700-00-00--'- ZONING: RA -RURAL AREA ACRFACE 306E ACRES %` N \ TEMPLE RILL CGS LLC 240 BROAD AXE RD 11/1ARLO"ESKLE VA2290J ` PARCEL .D ,..- 05MO-00-00-04100 \ ZORLNCRA-RURAL AREA ACRFAGE, 67,JIf ACRES \ ROBERT L do JEANNE K CROSS TRUSTEES \ OF THE CROSS LMNC TRUST 1 635 BOONE TRAIL WV \ CRLOTTESVILLE, VA 22903 PARCEL ID %: 05700-00-00-041LO ZONING: M-RURAL AREA \ ACREAGE: GI ACRES } _ N r % ��nyr uvE \ ASS ROBERT JFAII K CROSS EXISTXAG TREE LXaf (rep) 4 + \ STEES OF THE CROSS UNIT. AWST ssS 800NE nzt _ \ CH4RL0TlEswiE VA22903 \ IRCEL V /..- 05700-00-00-04 Pk-0 ZONING: RA -RURAL ARFA ACRL4G£..- 15.0E ACRES _ r _ \ GRAPHIC SCALE 1 SITE 'S "=50'AN C � 6CPLE- 1PL ;IN FEET} 'INCH= m FEET VICINITY MAP SITE ` CC z 0 W NS+G ENGINEERIN0 SERVICES, LLC. ausn�r wE �acuNe�n_:±o verizonq 1B31 RADY COURT RICHMOND, VA 23222 GENERAL NOTES 1. THIS PLATY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF z RECORD. Q Z NO SIGNIFICANT NOISE, SMOKE. DUST, OR DOOR WILL RESULT FROM WILD TURKEY THIS FACILITY. cc 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 SER41CL vj LEGEND - - - - PRUPENR LINE - S115.. PARCEL - - - - PROPERTY LINE - ABUTTERS EX6lING ROAD EXS-nNC FENCE PROPOSED EASE -ENT ------- PIMIMSEp LEASE AREA ---- EXISTING EASEmw ------�� PRCPCSEO FENCE EMSRNG SLIMING ZONING INFORMATION R1sUtiTNaN: ALEEMARIE WIINh' mnpu¢ RA IRVR.LAREP) - OINENaIon xEqu1REH.E PmEOY FABNTYARB 9ETBACN: 910E 'MD SETBACK REARYARG 6ET9ACK TS a5 � t9Tff aaa LOT AREAL -.ACRE. PAL NEFSNRE1 ANR IN teEit JmLe pHERWI5EN E01 Know where belOW. Call before you dig. O w 2 Z 00 n 17) w EL R 5 Lu Ll l 1= W co z REVISIONS 2 121 2 REVIE5ED CC 1 11m W19 FINAL5 CC C 10l30I1E PRELIMINARY CD u tEV DATE DESCRIPTION B' III '�7 A�y� u JOHNA 0AUCHTRE.Y11 AD 12iW:19 sSLONAL LAG JOHN A. IMUGHTREY III, P.E. VA PROFESSIONAL ENGINEER LIC. 9052122 SITE PLAN cmi 1 / 7 l l I� / I% - / pQ LIO VERIZON WIRELESS 30'a3O' LEASE AREA FOR EQUIPMENT COMPOUND VERIZON WIRELESS IIS.7' MONOPOLE TOWER WITHIN / 30'E30' LEASE AREA .10 �- EXLS7lNG TREE (T1P) VICINITY MAP Y SITE I GENERAL NOTES FX1Sr?NG CARRIER FENCED CCMR7UADS W/ TOWERS (rYP OF 2) 1.\ /i 1. THIS PLAN IS SUBJECT TO ALL EASEMEMS AND RESTRICTIONS OF REODRD. PROPOSED 116.7' FALL 2. TNFOI SIGNS 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 THE FACILITY IS UNMANNED AND ODES NOT REQUIRE POTABLE WATER OR SANITARY SERVILE UALInEs VET2IZON WIRELESS 12' I 1 WIDE GRAVEL ACCESS ROAD . \ l A / \ /I I v PROPOSED EVERGREEN TREE VIRGIN - CEDER L/ ! / TO BE ARRANGED TO LIMIT -('OMPCUND VIEW (TYP-OF 4) - \J / © •� ,� /// // VERIZON WIRELESS 20' WIDE ACCESS AND UTILITY EASEMENT NIF 41 429 WKC TURKEY LANE \ CNARLOTK TESLE VA 22903 / PARCEL .4J /.. 05700-CC-00-041G0 \\ ~-- - AxCCES'S GRIPE TV ZOMNG.RA- RURAL AREA \\ , ACREAGE' 3.06t ACRES _ !" \\♦ 11 / � VG FENCE PROPERTY ✓�•-/ \ Q ENCE LINE ♦ 1 GRAPHIC SCALE 1 ENLARGED SITE PLAN C 2." SCALE T21' N F Tt t lncH• FEET EA75wG CU,YDAVG (lYP) ROBERT L k JEANNE K CROSS TRUSTEES OF THE CROSS LIVING TRUST 635 BOONE TRAIL CHARLOTTESVILLE, VA 229U3 PARCEL ID #: 05700-00-00-0411-0 ZONING: RA- RURAL AREA ACREAGE: 6.Ot ACRES J I iw, Wr emr FAPJ �k Y LEGEND PROPERTY LINE - SLWECT PARCEL PRDPL1iTY LINE - ABUTTERS —� MSTING WAD -�—�� EXB W FENCE --- PRDPOSED EASEMENT ------- PRDPOSED LEASE AREA ---- EXIST EASEMENT PROPOSED FENCF I EfOmNG EuI MNG L- I I 4.0 L..,I.I TOTALLY COMMITTEE). z W NOI ENGINEERING 9ERVICEN I.I.C. w iss�rrravE, cflrr_tn � w%csa:ore� verizon-il J 1831 RADY COURT RICHMOND, VA 23222 z O 0 z co Er O W cc TD 0 0 w c nn Z Z w F L-u • m Know wham below. z (- Call before you dig. LU Cn WILD TURKEY WILD TURKEY LANE CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY REVISIONS Z 12ftWf19 REVIESED CCC 1 Iffla99 FINALS CCC 2 1W(VIP PRELIMINARY CD US :EV DATE DESCRIPTION BY .d�?O.TD � %1 c,JOHN A CLw. Nu.7O 12s'YFON JOHN A. DAUGHTREY III, P.E. VA PROFESSIONAL ENGINEER LIC. 0052122 ENLARGED SITE PLAN C-2 LU LU ----- -- -- -- -- -- -- -- -- -- -- -- -- -- —, z TOTALLY COMMITTED. W NO+C 11INGNiERIN6 iiRVICli. LLG u oxr.�ame,ut �,v.iely`/A FENC NG FENCE m �. g ■ verizon - EA AREA/OOMPOLIND E 1631 RADY COURT RICHMOND, VA 23222 r-----------------------------------------------------, , � 4' TO PAD z WILD TURKEY PROPOSED'VERPON� v � WILD TURKEY LANE EQUIPMENT @ PROPOSED YERRON �o CABINET ON CONCRETE PAD 'i s Z CHARLOTTESVILLE, VA229D3 _ WIRELESS CPS ANTENNA ALBEMARLE COUNTY �o fj REVISIONS o: PROPOSED VERIZON WIRELESS ICE BRIOGE lid. DTI i'i W R n TO MONOPOLE TOWER I z z 121NNg REYIESED D ° ti• 1 11118H8 FINALS a.. D IWO119 PRELiwNAAY CO ° ° ��'•.'a......, .'..'i 4' REV DATE DESCRIPTION CENTER OF MONOPOLE ° ro PAD PROPOSED VERIZON WIRELESS 116.7' PROPOSED VERIZON CL CF MONOPOLE TOWER WIRELESS GENERATOR .' ON CONCRETE PAD 3' V y Q JOHN A.OAUGHTREY III 4 Lic. No. WU11A5'_S'• 'Ao 12l04I19 QW PROPOSED VERIZON WIRELESS 12' WIDE PROPOSED VERIZON oW Rf G1� GRAVEL ACCESS ROM WIRELESS MESA CABINET ON STRONGWELL CL 15' in PROPOSED VERIZON WIRELESS DISCONNECT �ww� -------- PROPOSED S' 111 �1 H—FRAME FOR POWER SUPPLY f a1W w , oN Z JOHN A. DAUGHTREY III, P.E. PROPOSED YOMN WIRELESS oxlr Fx�7PyG Z VA PROFESSIONAL ENGINEER LIC. MM122 25'K30' WOODEN FENCED.._," OVERHEAD W COMPOUND PROPOSED VFRIZON / IITN_fT1E$ WIRELESS 12' WIDE DOUBLE 1 PROPOSED VERIZON fX/ST/NG SWING ACCESS GATE �`1 ���AOCESS/UEILRY WIRELESS 20' WIDE U77LN7E5 COMPOUND PLAN i GRAPHIC SCALE "owwharsbelow. 1 COMPOUND PLAN YI WCH. 1 �OT SCALE 3!S" =1'-0' Z C-3 Call before you dig. c's r, W r NOTE: +� 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 SEC-5.1.40(C)(4). / NBiC ENaINEEEIN® 6ERVICEB, LLC. 4. TRIM EXISTING BRANCHES THAT ENCROACH INTO THE FENCED IN COMPOUND AREA=r�o res 87 O REFERENCE 7R£F � ' i.. /`I99 (f1TiiACL) r IS 193 M g verizon OiE9 O �, ¢ 1a31 RADY COURT zz 199 RICHMOND, VA 23222 2011 rss ' ++ / - O T0.5 �i 2}} O 207 WILD TURKEY o ¢ WILD TURKEY LANE 242 CHARLOTTESVILLE, VA 22903 20Y + PROPOSED VERQON 1770 Tar ALBEMARLE COUNTY ' 115.7' MONOPOLE 213 TONER I E7) v o Ir / 175 �- 213 /+ REVISIONS o 077 P� ! DgSrhVG 2N 157 \ \ MEE CZ'J 22r J/,\` Q Z 1210ti19 REVIESEO CCC / 159 173 i 1111"9 RNALS ccc a � tiv3N1B PRELININARV CD us 22J\ 0171 /�`, Ist O REV DATE DESCRIPTION BY 0 225 \ w `\ 163 ` 4 wAUSU Op N 3 / o'�o Q 18711 { - �! J JCH4A DAUGHTREYI9 s Ur. Nu. rw ,,:ILM J ® 2 \ 279 \ / ,k Ss7ONAL b�� \ /.. w Z JDHN A. DAUGHTREY III, P.E. VA PROFESSIONAL ENGINEER LIC. 9052122 ` PROPOSED EVERGREEN \ � (VIRGINIA CEDAR) / \ OF 4 / J / TREE INVENTORY GRAPHIC SCALE m 1 TREE REMOVAL. PLAN z �� c-0 scue Know what's below. °" FE zn Call before you dig. _ I INCN• FEET cn 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 ,5' 4T 72t' AMSL {769) OAK 15" g4' 749' AMSL (171) DPI( ,2" 62' 742' AMSL (173) DAX 12" 65' 741' AMSL (175) LOCUST i2' 73' 750' AMSL (m) Lacusr 70" 57' 735' AMSL (ns} LacusT ,a" s3' 74a' AMSL (181} LOCUST 1G' 60' 738' AMSL (183) OAK 50" 82' 7bZ' AMSL (185) OAK IS" 99' 773' AMSL (187) OAK 36' 1a0' 773' AMSL (189) PERSIMMON IS' 9a' 762' AMSL (191} OAK 20" 94' 764' AMSL (t93) OAK ID' 8a' 751' AMSL (195) aNC 20" 89' 759' AMSL (197) OAK 20' 113' 774' AMSL {t9B} pAK 24' 113' 774' AMSL (201) CEDAR 20" 41' 709' AMSL (203) OAK 10" 73' 738' AMSL {2O5) OAK 24" g5' 75p' AM5L {207) OAK 12" 44' 753' AMSL {209) OAK 48" 1a6' 768' AMSL (211} OAK 15" 61' 742' AMSL (213} OAK 3O" 120' 776' AMSL (215) OAK 15" 1p0' ]53'.AlASL (217) OAR 15" 65' 743' AMSL (2t9) OAK 20" 70' 721' AMSL (221) DP1C 24" 94' 748' AMSL (223) OAK 24" 96' 754' AMSL (225) OAK 20" 74' 728' AMSL (Z27) OAK 24" 95' 751' AMSL (229} OAK 15" 89' 74T AMSL (238} OAK 20" 81' 741' AMSL (24p) DPI( 20" g6' 749' P/IS! (242) LOCUST 12• 75' 746' AMSL (244) LOCUST Id" 70' 741' AMSL •TOTAL TREES TD RE REMOVED: 2 i ss 242 NOTES: I. REFERENCE TREE IS IpENTIFlEp ABOVE IN BOLO. 2- TREE DRIPUNES ARE DRAWN TO SCALE. 3. UNDERLfNED TREE HEfGHTS HAVE BEEN CONFIRMED 9Y A THIRD PARTY TOWER CLfMR. (56F. p AM34) DIETING PROPOSED 2' LIGHTNING ROD PROPOSED 15' SCH 40 PIPES. 16' LONE TO SPAN THE TWO SITE FRO 1-COMPACT MONOPOLE MOUNTS. PART l UMSB-NP (TYP. DF 8) aPROPOSED OVERALL TOWER HEIGHT TOP OF PROPOSED VERIZON MONOPOLE PROPOSED TOP Z TOWER ELEV.-118.7 AOL r (784.0' AMSL) I, PROPOSED VE"ION RID CENTER 3 E. 112.7 AOL PROPOSED ANTENNAS �I _ (IYP. OF 8) PROPOSED RRH MOUNT CENTERLINE PROPOSED SITE PRO 1-COMPACT M0140POLE MOUNT ELEV.-102 AGL PART N UWSB-NP (TYP. OF 2) PROPOSED OVP MOUNT CENTERLINE PROPOSED OVP (TYP. OF 2) EDP'-V4 AIX OPOSED 2' STD PIPES, P8'R PROPOSED SITE PRO 1-RING MOUNT LONG. (TYP. OF J) PART III UGLM-DCP PROPOSED VERIZON WIRELESS HYBRID CABLES PROPOSED VERIZON WIRELESS 118.7' MONOPOLE TOWER 25' TO DRIPWE OF REFERENCE PROPOSED OUTDOOR EQUIPMENT GRAPHIC SCALE 1 ELEVATION ' `.2 SCALE: i1B'=1' AN FEET} l wen= a FEET (SSTS AMR) PROPOSED SITE PRO 1—COMPACT MONOPOLE MOUNT PART ! USWB-NP (TI'P. OF 2) NOTE: I. THE PROPOSED ANTENNAS & RRM. WILL BE PAINTED THE COUNTY APPROVED COLOR SHERWIN MLLIAMS JAVA BROWN #SDBO. 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. 1 THE PROPoSED OWAETER OF THE TOWER AT 7pP WHL NOF EXCEED 18". WHILE THE PROPOSED OIAAIETER AT THE BASE OF TOWER WILL NO EXCEED 30'. AZIMUTHS TED jib 1 jib 1 xd 3 PROPOSED VERIZON ANTENNA (TYP. OF B) PROPOSED MONOPOLE MOUNT 's \—If L ANTENNA ORIENTATION PLAN �ATlt' C 2 NTS GENERAL NOTES 1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES.._-., /.�' ..... - !:......�. .. - ORDINANCES, LAWS AND REGULATIONS OF ALL MUNICIPALITIES, UTILITIES COMPANY OR OTHER PUBLIC AUTHORITIES LU 2. THE CONTRACTOR SMALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS z _ TOTALLY COWIIrIITTEQ AND INSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL, STATE, (� COUNTY OR MUNICIPAL ALRHORTRES Z 3. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER, IN w NR+C ENGINWWRING SERVICES, L.LG WRITING, OF ANY CONFUCTS, ERRORS OR OMISSIONS PRIOR TO THE " xrn q u rt w SUBMISSION OF BIDS OR PERFORMANCE OF WORK. MINOR OMISSIONS OR ERRORS IN THE 8I0 DOCUMENTS SWILL 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 THE FACILITY. 5. THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL MATERIALS, EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROJECT. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH Z� " THE MANUFACTURER'S RECOMMEMOARDN& ¢ verizon S. THE CONTRACTOR SMALL VISIT THE PROJECT SITE PRIOR TO SUETMTf1ING a A BID TO VERIFY THAT THE PR CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT C'T D rs ocuMEx. 1831 RADY COURT RICHMOND, VA23222 7. CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RF ENGINEERING PRIOR TO INSTALLATION, B. IPMENTAND15��� ARE DESIGNED TO MEET AN�A1/MAITTER 222 EQUREOU MEN 9. ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED STEEL TO. CONTRACTOR SMALL MANE A LRRRY 'ONE CALL' TO LOCATE ALL z UTILITIES PRIOR TO EXCAVATING. 0 F_ 11. IF ANY UNDERGROUND UTILITIES OR STRUCTURES EXIST BENEATH THE PROJECT AREA, CONTRACTOR MUST LOCATE IT AND CONTACT THE WILD TURKEY WILD TURKEY LANE APPLICANT & THE OWNER'S REPRESENTATIVE. 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 u1 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 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. IS. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF UUU RECORD. 16. THE PROPOSED FACILITY WILL CAUSE ONLY A 'DE MNINIV INCREASE IN STORMWATER RUNOFF, THEREFORE. NO DRAINAGE STRUCTURES ARE Z 9 PROPOSED. 17. NO SIGNIFICANT NOISE. SMOKE. DUST. OR ODOR WILL RESULT FROM z ivaans REVIESM ccc THIS FACILITY. 1 11ltary9 FINALS ccc 1& THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN FIABITATION 0 tfl30119 PRELIMINARY CD LIS (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 r2 �F4TH tlf 1• VJi 4 i ` fZ1 � JOHNA DAUGNTREY III Ric Nc. WUJUS?li Ow7 ,y K PO l^_14M19 NOTE. THE TOWER STRUCTURE HAS NOT BEEN EVALUATE BY NETWORK BUILDING AND CONSULTING ES AND WILL NEED TO BE ANALYZED WITH ALL PROPOSED pp a �`� FS'pIONAL B,�Gl LOADING BY A PROFESSIONAL ENGINEER PRIOR TO INSTALLATION. w L w JOHN A. DAUGHTREY Ill, P.E. Z � VA PROFESSIONAL ENGINEER LTC, 4052122 W PTOWER ELEVATION, DETAILS & NOTES U) S m Know whars below. z Cali before you dig. c=5 NOTE TWO OF THESE MOUNTS ARE REQUIRED FOR THIS SITE. THE (6) 3.5- SCH. 40 X IS - 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 MONOPOLE MOUNT (PART r UWSS-NP) OIUM (PART j OR TO PROVOR PROVED EQUIVALENTDE SITE PRO 1-COMPACT MONOPOLE 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 NORIkI PROPOSED OVP ORIENTATION PLAN - 95' MOUNT CENTER C-3 NTS (3) PROPOSED 2- STO PIPES. 6' L OF SITE PRO 1-R (PART j UGLM-DCP) CONTRACTOR TO PROVIDE SITE PRO T-RING MOUNT PARE i UGLM-DCP) OR APPROVED EOUNALENT 2 OVP MOUNT DETAIL SCALE-NT8 (12 TOTAL ON TOWER) COMPACT DUNT (PART �1PROPOSED RRH ORIENTATION PLAN - 102' RAD CENTER Ca NT8 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 C3 NT8 - PACT I (PART LIZ TOTAL ON TUNER) APPRO% TRUE NORTH 6 PROPOSED RRH ORIENTATION PLAN - 102' RAD CENTER C_3 NT8 APPROX TRUE NORTH ( D 1 TOTALLY COMMITTEQ NBiG ENBINEEpINB SERVICES, LLG. IFS HAi6�+iCMT LPIME Bull= �p verizon/ ¢ 1831 RADY COURT RICHMOND, VA 23222 F WILD TURKEY WILD TURKEY LANE CHARLOTTESVILLE, VA22903 —LLN ALBEMARLE COUNTY REVISIONS 0 UJ Q Z fj W❑ 2 12m6l19 REVIESED 1 11118ne FINALS 0 lar" p PRELIMINARY CO REV 1 DATE DESCRIPTION r �j W JOHN A. o rl!47REY III L,.Nu. ryy,01212E P� 110419 ycyx' FpS70NAL a GAO Ir ZW I JOHN A. DAUGHTREY III, P,E. g7 VA PROFESSIONAL ENGINEER UG. #052122 � MOUNT DETAILS w C-6 UNDISrL RBEE SOIL MII O 0 PULL SLOT O.3 tOF SKID RESISTANT SURFACE COVER 2g" �Ii \ 1 2-GANG METER BANK H-FRAME C-7 NTS COM IL FOMM E PORILwO cm Caw% 7Lj BOARD -ON -BOARD BOARD ON BOARD WOODEN a' WIDE CATE LEAF 4,14 ril� '1'111 ifill, m ) I " L CORNER POSTS GALVANIZED MUSHROOM STC I - SEE 4/S-2 FOR DETAILS. iv III FRONT GATE s TYPICAL FENCE AND GATE DETAIL G-7 NTs CONCRETE RING 110 BOX 47 `II=1l=ll�lll �l�.11�—IL�III Jrr]mm II it-,>,il Jl.�lI"F Ilfnll �.Y. COMPACTED EARTH NOTES: I. CONCRETE ENCASEMENT TO BE 31000 PS.I. 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. OUAZRE DOES NOT RECOMMEND THE USE OF CONCRETE OR POLYMER CONCRETE BOXES IN HIGH VOLUME TRAFFIC APPUCATIONB. NO1FS 1. CONTRACTOR TO ORDER FWNDHOLE BOX WITH THE CORRECT NUMBER AND SIZE OF KNOCKOUTS NEEDED. (4) 2. VERIFY DIMENSIONS OF UNIT. 2 HANDHOLE DETAIL C 7 NTS TYPICAL GATE DETAIL L,d NTS 8'-0" O.C. (LAX.) � 8'XB' PRESSURE TREATED WOOD POST (m'J 1/2" CROWN FOR DRAINAGE a i+; r=, 2' GAP pl. EKTEND STONE 1'-D' WOOD PANEL AND GRAVEL I r- BEYOND FENCE ON ALL 4 SIDES 1 1 DRILLED PIER 4000 PSI CONCRETE. EMBEDDED PORTION OF ALL POSTS SHALL BE GENEROUSLY COATED WITH WOOD FENCE k GATE NOTES PRESERVATIVE 1 PRH7NIpE HALF "DON CONCRETE CATE 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. BOX AMP FUSIBLE ",ONNECT CUSTOMER ACCESS BOX I CC Li z TOTALLY COMMITTER z UJ NS+C ENOINEERINO SERVICES. LLC. a05 Yii M—NiLANEI—E— CUSTOMER �erizon ACCESS CONDUITS il < 1631 RADY COURT RICHMOND. VA 23222 1V3 UNC X 1-3/4 STAINLESS STEEL HEX HEW CAPTIVE BOLT MT OF 2) III X 1" THRU SLOT WITH 1-1/4" X�+.r1n-5/8' X 1/2" DEEP CURE (TYP OF 2) Z O J. WILD TURKEY 1/2' srW STEEL FLAT gF o= WILD TURKEY LANE WASHER wASNER (TYP of 2) CHARLOTTESVILLE, VA22903 ILA ALBEMARLE COUNTY DUAZITE LOCO co SKID R6WANT- FULL COVER SURFACE Ms -BB P/N UL P OVER 327VY REVISIONS 1' X 4" PULL SLOT WITH 1/4" CENTER PIN (2) 4 1/2" PAL NUT CM OF 2) COVER GUARD STRUT (TYP OF 2) o TJ LL' cc 24" CABLE RACK (TYP OF 3) - ,T. Z 9 b+ B"T BRACKET LL] O z +Z/ 0411a RLI�IESED ccc 22' ABLE RACKp�' 1 111W9 FINALS CCC T (.(• OF 4) 0 90139f1B PRFAAMINARYCA LJa 0 REV DATE DESCRIPTION BY I h ® a Up Y, 13��LTx a �� 1/2" THRU HOLE ` r FOR EXCESS I. 0. DAUGFRREY III 4" X 4-1/2" % 9" GROUND RIBBON) � L ,d w. Nu_IN�Zj A 1«'OJ-19", O� MOUSEHOLE KNOCKOUT TERMINATOR FOR (2 EACH END WALL) W ,esI 4" CONDUIT (TYP OF B) OPAL �1 MESA CABINET DETAIL C-7 NTs LU Z JOHN A. DALIGHTREY III, P.E. (�7 L,IL VA PROFESSIONAL ENGINEER LIC. g052122 B" AASHITO /57 CLEAN STONE x FENCE LINE m � F= CONSTRUCTION _ DETAILS IIII II+I+I��II Ijl�ll i""III IlI Y-II�li UJ MIRAM 50OX CEOTEXTILE FABRIC B GRAVEL COMPOUND DETAIL G-7 nlrs Z C-7 LU Lo h h I I 1 4 1 1 1 - 4 5 p l 1 m 1 i yi PROPOSED SILT FENCE ON DOWN' ; f SLOPE OF ALL DISTURBED AREA.. SEE SHEET ES-4 FOR DETAILS. (APPROX- LENGTH: 70't) PROPIDI TREE PROIEC7XXi (SEE SHEET ES-4 FOR DETAILS) % •/ - �( 'ill ,111 Il Know whars below. Call before you dig. (SEE SHEET ES-4 FCR DEFAILS) J /• , PROPOSED CONSTRUCTION ROAD / STABILIZATION. - • (APPROX. SIVA) ' JG I ', // I EX/ST/NG TREE (7O BE REWWV) ! % I EXISTING TREE 11 ! (70 REMAIN) v r ' ) I T EXIS77NG OVERNEAO I iWE J •�,J/ .I J /• ! ,.' J J � IXfSIRVG TREE EXI577NG FENCED / COMPOUND iXA5TMFG' raEE EX457WG TREE (70 REN4AdN) ' j (TO REMAIN) LOAM PROPOSED CONTOUR (TYP.) 2-7i SLOPES I i PROPOSED LIMIT OF DISTURBANCE (APPROX. - 3.335 SF) I `'0 11 II I I i PROPOSED 91ANKET MATRNG TREATMENT 1 (SEE SHEET ES-4 FOR DETAILS) PROPOSED TEMPORARY SOIL / STOCKPILE AREA , (SEE SHEET ES-4 FOR DETAILS) I i I I i 1` 11 v EXISTING APPROXIMATE 5X BOUNDARY �. x - i \ 1 EROSION & SEDIMENT CONTROL PLAN ES-1 3CALEt1"=10'-0' EXISTING TREE (TO REMAAM) ,1 1 1 'S Iw SUMMARY) ' } 'l (sm SUMM) '1 1 HAYEV IF LOTµ EXZS71N TREE 1 ` 7-15% SLOPES (7O BE REAAOVEB) ;1 GRAPHIC SCALE p ,IN FEETI I INCH- TJ FEET EXISTING FENCED COAWVLND FH 9 TOTALLY COMMITTEQ Z \0 w NB+G EHOINE[RINS BERVIGEB. LLr- u�.urw a-:A�sur_L.o A verizonw 0 R7 DQA I RICHMOND,VA2222 PROPOSED TEMPORARY SEEDING (SEE SHEET ES-4 FOR DETAILS) PROPOSED TREE PROTECTION (SEE SHEET E9-4 FOR DETAILS) EX67,WC TREE (TO REMAIN) 1 CE 1 PROPOSED 12X70' CCN5TRUCTKIN ENTRANCE. ' \ SEE SHEET ES-4 FOR DETAILS rl �' r V F WILD TURKEY WILD TURKEY LANE CHARLOTTESVILLE, VA 22903 LLI C� ALBEMARLE COUNTY REVISIONS cc O w 2 z 0 2 1]NNis REVIESED 1 1111W19 FINALS 0 TO WIQ PRELIMINARY CO REV DATE DESCRIPTION of c ` JCHN A DAIGHTREY IF Llc. No W113Ui]IZl Ao Ia1W IV LLJ t Z EL LEGEND PROPERTY LINE - ,NBIECT P cc. D(WNG CONTDUB ONE JOHN A. DAUGHTREY 111. P.E. Ery VA PROFESSIONAL ENGINEER LIC. tO52122 PROPOSED CONTOUR ONE z LU PR DSm FENCE FROFOSCD LE L AREA •_-_-_. �_•_.•_.._.—. _._ PROPOSED OMITS OF DISTOW40E EROSION & _•-'-•-'--'-'--'�-�--�- SF PgOPpGEO SILT FENCE SEDIMENT rP PROPOSm -11 FROTE ON w CONTROL & CE PROPOsm ccF¢1RunnN ExrRANCE GRADING PLAN TIC NANRAL ORUNAGE CONDRXNN FROM THE THE PROPOSED SITE WILL BE MAIHTAINE➢ TO THE GREATEST EXTENT POSSIBLE ALL DRAINAGE FROM THE DISTURBED AREA WILL BE N SHEET FLOW. THUS SATISFYING MINIMUM STANDARD 19. ES-1 TOTALLY COMMITTED z W NRiC ENGINEERING lERVM:ES� LLC. Lass �'f':%WEN. YA8E: ek0 PN LTh "I24 f pm514 f,M I� 'Yl tLI4 f1'-94 PAP FLE1 T:1 W 1IC IF114 LYL 1.11£ mW FT #PA. 4�17iP t JW„Si JriI flit Rt391 y . �er�zon v s W yl 660 d o RICHMOND, VA2 222 1 fW } 676 Z J WILD TURKEY WILD TURKEY LANE CHARLOTTESVILLE, VA 22903 4 t ALBEMARLE COUNTY Y (!1 * 672 ~ REVISIONS I 0 sse Lu Ir O 2 12JW19 REVIESED CCC a FINALS CCC PREUMINARYCL us 664 DESCRIPTION BY �e �c 660 Z p ,ronrvaoauanTRErm .d Lie. �v. W026S21±'. AcCF-SS ROAD PRO FI�� 1+ao � Po z,6aI9 S7ONALCL Ga zJOHN A. DAUGHTREY III, P.E. 0 VA PROFESSIONAL ENGINEER LIC. M052122 Z Lu ACCESS ROAD w m PROFILE ru ES -2 ui ca EROSION AND SEDIMENT CONTROL NARRATIVE CONSTRUCTION SEQUENCE GENERAL EROSION AND SEDIMENT CONTROL NOTES: AT LEAST 7 DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES. THE ONIER/OPERATOR SHALL INVITE H T1R: OWNER/p EVELOPER MUST NOTIFY THE ALBEMARLE COUNTY AT LEASE 24 HOURS PRIOR TO THE START OF PROJECT DESCRIPTION ALL CONTRACTORS INVOLVED IN THOSE AMINES, THE LANDOWNER, ALL APPROPRIATE MUNICIPAL OFFICIALS. THE CONSTRUCTION IN ACCORDANCE WITH APPLICABLERL ALBEMARLE E COUNTY ORDINANCES AND POLICIES. THE PURPOSE OF THIS PROJECT i5 THE CONSTRUCTION OF A MONOPOLE TOWER, 90' LONG ACCESS ROAD AND FENCED THE EROSION AND SEDIMENT CONTROL PLAN PREPARER. AND THE CONSERVATION DISTRICT TO AN ON -SITE 2 THE OWNER/OEVElAPER CRAMS THE AUGHT-OF-E74RRY ON TO THIS PROPERTY 70 THE DESNiN1ATED 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 114E PURPOSE OF INSPECTING AND MONITORING FOR COMPLIANCE THE CE WITH TITLE EMAR 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 "MIS$ 114E REMAINING 1,495 S.F. WILL BE MANAGED TURF. UTILITY" 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. EROSION AND SEDIMENT BMPS MUST BE CONSTRUCTED, STABILIZED, AND FUNCTICNAL BEFORE SITE 3. ALL EROSION CONTROL MEASURES SHOWN ON THE APPROVED PLAN MUST BE IN PLACE AND INSPECTED AND THE SffE 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 GRAVING, SOUTH WEST. LAND SLOPES AT DOWN 10X FROM AN EXISTING ACCESS ROAD TO THE PROPOSED LOCATION BEFORE 4. A COPY OF THE APPROVED EROSION 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 STS ON TOP OF A SMALL ALL EARTH DISTURBANCE AMMIIES SHALL PROCEED IN ACCORDANCE WITH THE FOLLOWING SEQUENCE. EACH AT ALL TIMES -- 25' RIDGE ABOVE ROCKFISH GAP TURNPIKE. THE ACCESS ROQ AND COMPOUND IS PRIMARILY OPEN SPACE WITH FEW TREES. STAGE SHALL BE COMPLETED BEFORE ANY FOLLOWING STAGE IS INITIATED. CLEARING AND GRUBBING SHALL BE 5. THE' DEVELCIPER/DEVELOPERS'S REPRESENTATIVE IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL AnIArcur Ax_ec LIMITED ONLY TO THOSE AREAS DESCRIBED IN EACH STAGE. ROOS�LEONT CONTROL ME45URES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE THE 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 DWIRIBUIED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL 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. ACHIM. ALL ORGANIC MATERIAL, TREE VEGETATION, ROCKS GREATER THAN 12' IN ANY DIRECTION AND EXCESS CUT MATERIAL TD BE 7. WATER MUST BE PUMPED INTO AN APPROVED FILTERING DEVICE DURING DEWATERINC 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 & ALL EROSION AND SEDIMENT CONTROL PRACTICES MUST BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE LOCATION. OR LOCATION AS AGREED UPON WITH THE CONSIRUCTION MANAGER. MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK 36 HAYEVILLE 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 MEASURES STRUCTURAL MEASURES TO BE USED ON THE SITE INCLUDE SILT FENCE (VE&SCH SPEC. 3.05), CONSTRUCTION ENTRANCE (VE3.300MND CONCH SPEC. 3A2 • CONSTRUCTION ROAD WASHOUT. ALL MEASURESASILIZATION ELECTED ARESTANDARDESC ITH SPEC. EMS MS R THIS APPLICATIONTEMPORARY STOCK PILE ( ANYYDDISTURBED AREA DENUDED FOR SEVEN DAYS THAT IS NCT IN ACTIVE WORK AREA TO BE TEMPORARILY SEEDED. = MFASIRFS - VEGETATIVE PRACTICES VEGETATION PRACTICES INCLUDE TEMPORARY AND PERMANENT SEEDING (VE&SCH SPEC. 3.31 & 3.32). PERMANENT STAERUZAMN 1. UNTIL AN ADEQUATE ROOT SYSTEM IS ESTABLISHED AND IN THE ABSENCE OF ADEQUATE RAINFALL SODDING (OR WHATEVER VEGETATION IS USED) RiALL BE IRRIGATED AS OFTEN AS NECESSARY TO MAINTAIN MOST SOIL TO A DEPTH OF 4 INCHES. IN GENERAL WATERING SHALL BE PERFORMED IN ACCORDANCE WITH THE VESC L ALL AREAS DISTURBED BY CONSTRUCTION SHWA BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE DONE WITH KENTUCKY 31 TAIL 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 LINE WILL BE APPLIED PRIOR TO MULCHING. FOWL STABILIZATION IS CONSIDERED COMPLETED WHEN 1COX 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, ALL DRAINAGE FROM THE DISTURBED AREA WILL 9E IN SHEET FLOW, THUS SATISFYING MINIMU4 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 STABTUZE FILL AND CUT SLOPES WITH EROSION CONTROL MATTING OR ROCK. 7. ONCE CONSTRUCTION OF COMPOUND AND ACCESS DRIVE S COMPLETE, BEGIN CONSTRUCTION OF 70M AND ASSOCIATED FACILITIES AND UTILITIES AS SHOWN ON THE DRAWINGS. B. IF CONSTAUCDDN IS TERMINATED OR SUSPENDED PRIOR TO CONSTRUCTION COMPLETION, ALL EXPOSED SOIL AREAS SMALL BE SEEDED WITH TEMPORARY SEEDING AND MULCHED IMMEDIATELY. 9. IT SMALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ALL SEDIMENT AND EROSDN CONTROL FACILITIES IN EFFECTIVE WORKING ORDER DURING CONSTRUCTION AND UNTIL ALL EXPOSED SOIL AREAS WAVE 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 ERCSDN 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 SMALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF WAY TO THE TOP OF THE BARRIER. b. SEEDED AREAS WILL BE CHECKED REGULARLY M 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 STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE TEMPORARY SOIL STABILIZED 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 SEW MIXTURE SHALL BE IN ACCORDANCE WITH VIRGINIA EROSION AND SEDIMENT CONTROL EAND1300K STANDARD AND SPECIFICATION 3.32. ROADS AND IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE, THE O/RP SHALL STABILIZE ANY AREAS DISTURBED I BY THE ACTIVTIEB. 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 OWE OR WHICH WILL NOT BE REDISTURSED WITHIN 1 YEAR MUST BE 14 STABILIZED IN ACCORDANCE WITH THE PERMANENT VEGETATIVE STABILIZATION SPECIFICATIONS TED. 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 ACHEVED FINAL STABILIZATION WHEN IT HAS 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 DAYS AFTER AND OTHER MOVEMENTS. ADEQUATE 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 REMCVED. AREAS DISTURBED DURING REMOVAL OF THE BAPS MUST BE STABILIZED IMMEDIATELY. MANAGEMENT cMq =IES 1. CONSRUCTLON WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QLICKLY 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 OWSTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC. OF THE EROSION CONTROL DEVICES SHALL BE MADE MMEOWTXY. THE FOLLOWING HEATS 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 CLERKED 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& NOTES 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 APPUCABLE 1. NO MORE THAN 500 UNEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME 2. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIIE OF TRENCHES 3. EFFLUENT FROM DEWATERING OPERATIONS SH4JL BE FlLTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH. AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT ROWING STREAMS OR OFF -SITE PROPERTY. 4. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSICN AND PROMOTE STABILIZATION. 5. DESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. 0. COMPLY WITH APPUM40LE SAFETY REGULATIONS FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT OEPOSITON 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 FERTIUZED AND RE -SEEDED AS NEEDED. 4. CONTRACTOR 15 RESPONSIBLE FOR MAINTAINING ECS CONTROLS DURING CONSTRUCTION, 5. 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 ONTO 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 AWN LIMITS SHALL BE CLEARLY MARKED IN THE HELD BY FLAGS, SIGNS, ETC. 20. TREE SAVE AREAS SHALL BE CLEARLY MARKED IN THE FIELD BY ORANGE SAFETY FENCE APPROPRIATE TREE PRESERVATIONS SIGNS ATERPRODF) 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 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 CONTACTOR MAY ONLY USE CUT MATERIAL AS FILL IF IT CAW 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 1 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 DrVERrOF THE PILES. UPHILL OF THE STOCKPILES STABILIZED DITCHES AND/OR BERMS WILL BE CONSTRUCTED TO THE STANDARDS AND SPECIFICATIONS OF THE VIRGINIA SEDIMENT AND EROSION CONTROL HANDBOOK, 3RD ED. HAULED SOFF SITE T RUNOFF AWAY FROM 114E PILES. EXCESS CUTDISPOSAL SOIL NOT REUSED A5 FILL SHALL BE A 1992 BEEN 'O OFF SHE TO AN APPROVED AND PERMITTED SOIL DISPOSAL SITE AS SOON AS FINAL GRADE FRA5 BEEN ESTABLISHED. J. 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 7OX PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT NON-VWETATNE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING 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 PARTICLES, BRUSH, ROOTS, SOD, OR ORGANIC MATERIAL THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS. ANY ROCK GREATER TWIN 12" IN ANY DIRECTION SHOULD BE DISPOSED OF AND NOT USED AS FILL FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. & PLOW, SCARIFY. BENCH, OR BRFAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SO FlU. MATER14L WILL BOND WAFT EIUSTING MATERIAL F 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 MATERAI, MUD. FROST, SNOW, OR ICE B. PLACE BACKFILL AND FILL MATERIALS 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 SUBGRADE. CLEAR. GRUB AND SCARIFY ROAD AREA INSfAIL ONE LAYER OF GED-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 PR TO BE BUILT ABOVE GRADE. THE PLASTIC LINING SHOULD BE MINIMUM 10 MIL THICKNESS, FREE OF TEARS OR HOLES THAT WOULD ALLOW THE WASHWATER TO ESCAPE. AFTER THE PIT S USED TO WASH ,DOWN THE CHUTES OF MULTIPLE READY MIXED TRUCKS AND THE WASHWATER HAS EVAPORATED OR HAS BEEN VACUUMED OFF, THE REMAINING HARDENED SOLIDS CAN BE BROKEN UP AND REMOVED FROM THE PIT. THIS PROCESS MAY DAMAGE THE NAY BALES AND PLASTIC LINING. IF DAMAGE DOCURS, THE PIT WILL NEED TO BE REPAIRED AND RELINED WNH 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. N:'c: z TOTALLY COMMITTED Z LU NS+C ENEINEEIRTNO EERVHCEJS, LLC. as Nar�aunaix c 7x verfzowl d 1631 RADY COURT RICHMOND, VA 23222 Z O WILD TURKEY WILD TURKEY LANE CHARLOTTESVILLE, VA22903 -LI ALBEMARLE COUNTY REVISIONS O w Z Cyr LU 1] Z 13J0A119 REIIESED 1 11I1EM9 FINALS 0 1(VB(N19 PRELIMINARY cO REV OATS DESCRIPTION d LT I] Up LI r LLI JOHNACAUGHTREYILI L, N,AAr24=11M p� 1?ifLL l7 �� ssl OVAL V- ZII JOHN A. DAUGHTREY III, P.E. VA PROFESSIONAL ENGINEER LIC. 0052122 EROSION F & SEDIMENT 2 CONTROL NOTES ES-3 CONSTRUCTIGIN OF A SILT FENCE (WITH WIRE SUPPORT) �. nxrH ars.ac .wxo -+E�.+E x slur wrr. rccwa 10 na "asrs. l J20M — I IIII a I I A r-r cN rvE FILR4 it a,0 ,�E +,rs . deyxE•lr �P mewre, 1xE FEMGE 4m UpFpe Ir v ME ,zk'�- : v j - FLOY / I Dili rs �, lit I r•.1dx r"ear. r_,aer ra .n„ ,„c ,ec�ry — Eli STONE CONSTRUCTION ENTRANCE TAm6 J3r-C Errs SrKc 1C SP.RINJ C NIxTu w F404 APFAlACH1AN'/AfO11MA[N AREA m-hmmLQULLmvn -Cbm--W a RulaeM - Kmaudw 3l m Turf -Type TWI F e 11"P^e"rJ Pumou:d RZ i >� m.�arpm. H'A.M"Mann.n Iwvm Mi„i—of ,h— Pl up m rive (S) nr .kt allia.Kma Gam ww--d Na Tor ure Ia Viwu 0enera1.1—f3-1 mIeiU - Rea'roe aran Scrsmol Nu-CTUP •• 18' SILT FENCE OR 8" SILT SOXX (OR III GREATER) ram �. OCKPILE YrE.Aes_ � �a2501ha 9fhim9E alAx m a lei m 12S al. lu Ns all - RL LSO 8s. K.—iY 31 N-- l lg Nr. Rea Top G— a IbL Rc - &+fatal Nurse Cmp •• ae IM. ct wa.ut ••, m lsR Ibc PClr W RTCjraY vriu 8nnamle rma, aoa m lower wN ampeeam.d amn fm.m, Iflneby pm'k3lF xo er.m erreion xW uns fm recdbrd. ••Ne Wm cmp la azraNaeee-ib 5eeaiug 4.1er m skied scion M>,.A, AMI Ib -0 May 151h .............. Rye MaISWIh-Sh ANevR6 ...................FwMIk, A.W l6b Ih.agh,%µsneer. O. "'r ............. AunuM Rye Nux lb—,b Frbmary Wlnar Rye �. DFelpe.ameall.,rs,.mmlb../aea,.Vl hTame>eea mac lse pmpeny mwEmd weepmy larpw m% af.m 1.¢ inMaN ie =y r4uPr or Iw mlemrcamigwamaraed%7.,IN :ado IC-M Ib/aae memos. HARDIN D� STAKESFENCES ON BARE OETNTERSUSE 36 INCH FABRIC AND STAKED WITH 2"X2" VESCH a,02 TEMPORARY CONSTRUCTION ENTRANCE VESCH 3.05 SILT FENCE VESCH 3.32 PERMANENT SEEDING STANDARD FILTER FABRIC FENCE SF 2 ROCK CONSTRUCTION ENTRANCE CE �1 PERMANENT SEEDING PS ES-4 NTO E5,9 Nis• ESQ Nis TABLE 311.E ACCEPI'ARIE TEA80RARY SEBDDVC PLANT' MATE LUS 'QUICK REFEREACK FOR ALL REGIONS' Rate Fimitim Dates + I] aac1 Sept I • Feb. 15 50/50 Mu of Annual Ryegl (Laiium multi-Doruml $ 50 - 100 Cereal (Vin1er) Rye (,G"_ale mfealnl Feb. 16 - Apr. 30 An ual RyegrnS 60 - 100 (I nl-rum multifloruml May 1 - Aug 31 Getmatr MRlet 50 VESCH 3.31 TEMPORARY SEEDING �1TEMPORARY SEEDING ES-0 NT6 TS Em EXIST. GRADE SEED W/ VDOT FORMULA �1 1 "C" IF NOT USED WITHIN 20 DAYS. I SILT FENCE OR B" SILT SOXX (OR GREATER) NOTES, ELEVATION 1. INSTALL SILT 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- SIDE SLOPES SHOULD NOT BE STEEPER THAN 2(H):1(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 SHALL BE ADJUSTED PER FIELD AND CONSTRUCTION SEQUENCE CONDITIONS. CONTRACTOR SHALL VERIFY REWIRED SIZE(S). REQUIREMENTS FROM THE STANDARDS DETAIL MUST BE FOLLOWED FOR STOCKPILES - TOPSOIL STOCKPILE AND MAINTENANCE ES-0 NT6 TOPSOIL SPECIFICATIONS 1. TOPSOHE CONTRACTOR SHALL FURNISH ALL LABOR, IL SPECIFIC A. TSUPERV610N, MATERIAL (EXCEPT AS HEREIN PROVIDED), TOOLS EQUIPMENT, SUPPLIES, AND SERVICES; AND, SHALL PERFORM ALL WORK NECESSARY FOR PRONDJNG (TYPE 8 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 0R PLACEMENT, THE CONTRACTOR SHALL SUBMIT CERTIFICATIONS OF SOIL TESTS FOR APPROVAL SOIL TESTS SHALL BE PROVIDED AT THE RATE DF 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 APPLIED ONLY WHEN THE SUBSOIL IS IN A LOOSE, FRIABLE CONDITION. 0. THE CONTRACTOR SFL51L PROTECT BENCHMARKS, UTILIOES, 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 WIT" 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. CONSOLIDATED 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 TOPSOIL IS APPLIED. H. THE CONTRACTOR SHALL BE REQUIRED TO BACKFILL ALONG EDGES OF CURBS, SIDEWALKS AND ENTRANCES WHERE SETTLEMENT HAS OCCURRED MO RESHAPE AND RESLOPE, WHERE DIRECTED, PRIOR TO PLACEMENT OF TOPSOIL AS WELL AS TO ADD ADDI KRAAL TOPSOIL AS REQUIRED DUE TO SETTLEMENT OR EROSION AT NO ADOITTONAL CAST TO THE OWNER. NO STANDARD CONSTRUCTION NUMBER hgHml 1, THE TREE PROTECTIVE BARRIER MUST CONSIST OF ORANGE SAFETY FENCING, NOT LESS THAN THREE FEET HIGH AND SUPPORTED BY WOD%METAL POLES 2. THE TREE,PROfECRVE BARRIER WILL NEED TD REM N PLACE THRCUGHDUT 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 EST NTS W ,Ir TOTALLY COMMITTEE). w NB-C ENRINffRINY BERYICER TLC. ., w,�t'urtel.o verizon I I 1831 RADY COURT RICHMOND, VA 23222 WILD TURKEY Ir WILD TURKEY LANE CHARLOTTESVILLE, VA22903 ALBEMARLE COUNTY (n REVISIONS W Z W❑ 2 171a4Me REVIESEO 1 limmo FINALS u 1WO119 PRELIMINARY CO REV DATE DESCRIPTION ytll 0p Q 9i c, LD JOHN A OAUWTREY III n :[Ap/J( 1�. M. rN1VIiS3112 -� �ij 12rfb1.l9 ��S`Y/DIAL EaG�< a Zli W JOHN A. DAUGHTREY III, P.E. �w VA PROFESSIONAL ENGINEER LTC. YO52122 W EROSION SEDIMENT CONTROL rn DETAILS Z) II ES-4 V SHOULDER O OR 1' SHOULDER a 6% 12' STANDARD SURFACE COARSE: ' \ ♦ \� \ 6' DEPTH OF FULLY GRADED CRUSHED 1'SR]NE AND SMALLER MIXED WITH DRAT AND FINES (CRUMB BASE {ARSE; COMPACTED AGGREGATE BASE COARSE OR CAM). 6'OFPI11 Oi COARSE SUBGRADE AGGREGATE 2"-" STORE (AASf1TO ►5 CEOTDMLE OR RAU.RGAD BALLAST) 2SHOULDER (SEE NOTE) O 6R z' SHOULDER 1. r o ex 12' STANDARD I 3R 3% T YG�`��I V 'r7 �+� f{ 5��. %' rS'�' ��P' �. y�r cr�'* � i r�i� � r r� _! 3,•7. ��. ��.�"��__z_.-•ram=��r��� ' �:`� ��� �'�s SURFACE COARSE: ` /\ 6' DEPTH OF FULLY GRADED \ 'ED CRUSHED 1"STONE AND SMALLER MIXED A BASE COARSE: WITH OBTT AND FINES (CRUSHED 6" DEPTH OF COARSE AGGREGlTE BASE COARSE OR CAM),). COMPACTGEOTE7CITLE AGGREGATE 2"—S" STONE (ATSIITO +5 SUBGRADE (SEE NOTE) OR RAILROAD BALLAST) NOTE& 1. SUBGRADE AND FILL SHALL CONSIST OF CLEAR SOIL NO DELETERIOUS MATERIALS OR ORGANICS TO BE USED. FREE OF FROZEN PARTCLES, ORGANIC MATTER, CLAYED MATERIAL AND ROCK PARTICLES GREATER THAN 12' IN ANY DIRECTION. 2. REMOVE ALL TOPSOIL AND ORGANICS BEFORE COMMENCING ACCESS ROAD FOR A MIN. DEPTH OF 12•. 3 CONTRACTOR TO USE 6• DEEP GRAVEL BASE (2A MODIFIED) AS MEANS OF ACCESS FOR ALL HEAVY CONSTRUCTION TRAFFIC. PROPOSED GRAVEL SURFACE (6' DEEP CRUSHER RUN) TO BE INSTALLED AFTER ALL MAUOR CONSTRUCTION HAS BEEN COMPLETED. 4. THE PROPOSED ROAD MUST BE KEYED INTO THE EXISTING GRADE THE FINAL FINISHED GRAVE SHALL BE FLUSH WITH THE EXISTING GRADE TO ALLOW FOR PROPER DRAINAGE ACROSS THE ROAD. 4. wOvEN GEOTEXRLE APPROVED PRODUCTS ARE US FABRICS: US ZDO AND TENCATE 16ON. CONTRACTOR MAY SUBMIT DESIGN ALTERNATIVE PROPOSED GRAVEL DRIVE TYPICAL SECTION ES•5 NTS w TOTALLY COMMITTED. i Z W I NH.G ENGINEERING SEWIIICll� LLC. w �nruwu�sun=�x B04'.-Nd015 verizon-il a q 1831 RADY COURT RICHMOND, VA 23222 Z O WILD TURKEY WILD TURKEY LANE CHARLOTTESVILLE. VA22903 l—U ALBEMARLE COUNTY REVISIONS ¢ O U Z U' 0 WQ Z 12N4I19 REVIESEV 1 111I M9 FI hL4L$ 6 1--. PRELIM—cO REV I DATE DESCRIPTION 'Fe fie- w MM A UAUGHTREY IF Lu. 12,114l�iy_2122 ?C 1�0•I L9 wx T � RAG ORAL Z JOHN A. D11... TREY III, P.E. VA PROFESSIONAL ENGINEER LIC, 9052122 Z W EROSION 1 & w SEDIMENT CONTR In 11 DETAILS II ES-5 w