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Home My WebLink AboutSDP201200067 Legacy Document 2013-02-21 (2)DIRECTIONS TO SITE: FROM RICHMOND: TAKE 1 -64 WEST TO EXIT 118A SOUTH TOWARDS LYNCHBURG. MERGE ONTO US -29 S /MONOCAN TRAIL RD. GO 2.0 MILES AND TURN LEFT ONTO BRITTS MOUNTAIN HOLLOW. GO 0.1 MILES TO SITE. Aga "� o c ' Desr PO BUG c4 r Rd 4tunniGk sron Fnntdi Dr 1 = ty Stid4limy P.,a � ¢V4 Gievelaha kvq SIR c.„ „..� 0.e Oak Hill PROJECT SITE LOCALMAP SCALE: 1” = 2000 y F •NE ^o T1,10R ELAND RW Y �5C R-Qbg Ave q•`2 ryS�rR 9Y V��olO Sr 1 Y. E3•l:l K -- ._RAD-ti,ELL ,. M, .r r �•rr PROJ;CT '� ,I "' .•� o� taf VICINITY MAP NOT TO SCALE 4� North 4� North BRITTS MOUNTAIN HOUCHENS PROPERTY 1019 BRITTS MOUNTAIN HOLLOW CHARLOTTESVILLE, VA 22903 PROJECT DESCRIPTION INSTALLATION OF MONOPOLE, COMPOUND AND OPERATION OF ANTENNAS AND BASE STATION EQUIPMENT IN A RAW -LAND LEASE AREA UTILITIES INFORMATION: 2 WORKING DAYS EMERGENCY INFORMATION: POWER: DOMINION VIRGINIA POWER ICA BEFORE YOU DIG 811 LOCAL FIRE AND EMERGENCY SERVICES 1- 888 - 667 -3000 + TOLL FREE (434) 296 -5833 TELEPHONE: CENTURY LINK MISS UTILITY LOCAL EMERGENCY POLICE DISPATCH 1- 866 - 768 -1847 (434) 296 -5807 APPROVAL ACQUISITION MANAGER: SIGNATURE PHONE NUMBER DATE CONSTRUCTION MANAGER: SIGNATURE PHONE NUMBER DATE RE ENGINEERING: SIGNATURE PHONE NUMBER DATE NETWORK OPS MANAGER: SIGNATURE PHONE NUMBER DATE REV. NO. DESCRIPTION BY DATE REVS. NO. DESCRIPTION BY DATE /4 REVISED APPLICATION DRAWINGS JYY 1/04/12 PRELIMINARY ZONING DRAWINGS SPP 09/04/08 AENSITE SITE PLAN JYY 07/31/12 REVIEW SET JYY 08/10/12 3 APPLICATION DRAWINGS JYY 10/26/12 CONSULTING TEAM ARCHITECTURE AND ENGINEERING: CLARK NEXSEN 1331 L STREET NW, SUITE 600 WASHINGTON, DC 20005 PROJECT MANAGER: STUART PATTERSON, PE TELEPHONE: (202) 461 -3287 FAX NUMBER: (202) 461 -3266 SURVEY: CAUSEWAY CONSULTANTS, PC P.O. BOX 15039 CHESAPEAKE, VA 23328 CONTACT: TELEPHONE: ROBERT T. WIWAMS,JR, L.S. (757) 482 -0474 STRUCTURAL ENGINEERING: CLARK NEXSEN 6160 KEMPSVILLE CIRCLE SUITE 200A NORFOLK, VA 23502 CONTACT: SHANE FOWLER, PE TELEPHONE: (757) 455 -5800 FAX NUMBER: (757) 455 -5800 ELECTRICAL ENGINEERING: CHARLOTTESVILLE, VA 22903 CLARK NEXSEN C -1 440 MARTIN LUTHER KING Jr #101 APPLICANT INFORMATION: MACON, GA 31201 VERIZON WIRELESS CONTACT: HAROLD BELYEU, PE TELEPHONE: (478) 743 -8415 FAX NUMBER: (478) 743 -8239 PROJECT SUMMARY SITE INFORMATION: PROPERTY OWNER: BRITTS MOUNTAIN HOUCHENS, CHARLES MELTON 1019 BRITTS MOUNTAIN HOLLOW OR WANDA S. CHARLOTTESVILLE, VA 22903 P.O. BOX 124 C -1 NORTH GARDEN, VA 22959 APPLICANT INFORMATION: AREA MAP VERIZON WIRELESS TREE INVENTORY 1831 RADY COURT ENLARGED SITE PLAN RICHMOND, VA 23222 ENLARGED GRADING PLAN CONTACT: DAVE WADSWORTH TELEPHONE: (804) 514 -6567 FAX NUMBER: (804) 321 -0398 PROJECT DATA: CIVIL DETAILS ZONING RA, EC PARCEL ID 075000000024AO JURISDICTION ALBEMARLE COUNTY SITE TYPE RAWLAND TOWER TYPE MONOPOLE TOWER HEIGHT 100' AG.L. LEASE AREA 10,000 SF AREA OF LAND DISTURBANCE 14,346 SF ADA COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. SITE WILL NOT BE SERVED BY CITY SEWER OR WATER. INDEX OF DRAWINGS Sheet Number SHEET TITILE GENERAL oQ G -1 COVER SHEET CIVIL ENSITE SITE PLAN C -1 SITE PLAN C -1A AREA MAP C -1B TREE INVENTORY C -2 ENLARGED SITE PLAN C -2A ENLARGED GRADING PLAN C -2B ENLARGED GRADING PLAN C -2C DETAILS C -3 ELEVATION VIEW AND DETAILS C -4 CIVIL DETAILS ARCHITECTURAL A -1 SHELTER ELEVATIONS SHEET TOTAL: 11 ure & Engineer 1331 L STREET, SUITE WASHINGTON, DC 2C 202461.3260 FAX 202461 veriZon wireless 1831 RADY COURT RICHMOND, VA 23222 V�wTx of JUSTIN Y. YOON U y Lic. No. 42897 OATAL SITE INFO.: BRITTS MOUNTAIN RAW-LAND MONOPOLE 1019 BRITTS MOUNTAIN HOLLOW CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY DESIGN: JYY DRAWN: KAW SEW: SPP TT/ DATE: 5113108 SUBMITTALS SYM DESCAIPIION DATE oQ PRELIMINARY ZONING DWGS 09/04/08 Q ENSITE SITE PLAN 07/31/12 Qz REVIEW SET 08/10/12 PLICATION DRAWINGS 10/26/12 /0n /4\ REVISED APP DRAWINGS 1/04/13 SHEET NM1E COVER SHEET SHEET NO.: G -1 E T.M.P. 75 -24 N/F DAVIS, THOMAS J. OR CYNTHIA D.B. 1367/PG, 587 37.037 ACRES ZONED RA LAND USE: RESIDENTIAL 10 2ag611� MP � T.M.P. 75 -24 N/F DAVIS, THOMAS J. OR C) D.B. 1367/PG. 587 37.037 ACRES ZONED RA LAND USE: RESIDENTIAL Tq �PIN(E) I \ I/DOT MON(F \ ` r EXISTING /r r T.M.P. 75 -25A GRAVEL ROAD "� i r \ N/F BRANHAM, GLENN E. OR VICTORIA C. D.B. 2668 /PG. 714 2.695 ACRES ' ZONED RA 7 aPP LAND USE: RESIDENTIAL PIN(F) T.M.P. 75 -25 / r N/F WALKER, MELVIN S. OR /7 rr KATHERINE J. & MATTIE L. r r D.B. 1352/PG. 620 2.013 ACRES / ZONED RA LAND USE: RESIDENTIAL ^P P WT6 c � PIPE" FJ " EXISTING pp o 1 RAILROAD N/F 710 SOUTHERN RAILWAY COMPANY D.B. 860 /PG. 290/ ' I APPROXIMATE LIMITS I OF DEBRIS AT TIME P/P OF SURVEY I/EP i / f / 9Tl!!ii T.M.P. 75 -24 _ ✓,� /' „irrr /i I/jy'((((1/o .� =�=F- -_mss N/F DAVIS, THOMAS J. OR CYNTHIA / /,; SXTfypi/ / 1r ;/ ✓, "'�'' / � = --__-= D.B. 1367/PG. 587 5 4 J'l' - -_ -- 37.037 ACRES /i r: :'f� '?;' - ZONED RA �4%6i/ LAND USE: RESIDENTIAL THIA”- %r ; PIPE (FJ ONLINE ®329. I I' FRAM SEE ENLARGED cARPaR, y, „i YR SPIA SITE PLAN, z£v =sos>> SHEET C -2 FALL ZONE RAMS RADIUS PLAYHOUSE PERCENTAGE OF PRE- POST CRITICAL SLOPE CONSTRUCTION CONSTRUCTION WITHIN PROPERTY 83% 80% WITHIN PROJECT AREA* 67% 35% CRITICAL SLOPE INFORMATION DERIVED FROM ALBEMARLE COUNTY GIs DATA AND CONTOURS GENERATED BY TOPOGRAPHIC SURVEY. CRITICAL SLOPE AREAS ARE SHADED FOR REFERENCE *PROJECT AREA: 16,548 SF T.M.P. 75 -24A N/F HOUCHENS, CHARLES MELTON OR WANDA S. D.B. 844/PG. 288 4.508 ACRES ZONED RA LAND USE: RESIDENTIAL I �I ABBREVIATIONS # NUMBER ADA AMERICANS WITH DISABILITIES ACT AFG ABOVE FINISHED GRADE AGL ABOVE GROUND LEVEL ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AMSL ABOVE MEAN SEA LEVEL BW BOTTOM OF WALL C, C/L CENTERLINE CONC CONCRETE D.B. DEED BOOK DWG(S) DRAWINGS ELEV ELEVATION ENODE B RF CABINET EDE EXISTING OVERHEAD ELECTRIC EZBFO BATTERY BACKUP CABINET (F) FOUND FFE FINISHED FLOOR ELEVATION F.I.R.M. FLOOD INSURANCE RATE MAP GIs GEOGRAPHIC INFORMATION SYSTEM GPIN GRID PARCEL IDENTIFICATION NUMBER GPS GLOBAL POSITIONING SYSTEM ID IDENTIFICATION NC INCORPORATED NV INVERT INFO INFORMATION L/P LIGHT POLE /LAMP POST LLC LIMITED LIABILITY CORPORATION LS LAND SURVEYOR LTE LONG TERM EVOLUTION MAX MAXIMUM MG MATCH GRADE MIN MINIMUM N NORTH NW NORTHWEST NAD NORTH AMERICAN DATUM NAVD NORTH AMERICAN VERTICAL DATUM OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION P/P POWER POLE P.B. PLAT BOOK PE PROFESSIONAL ENGINEER PG. PAGE PROJ. PROJECT SCH SCHEDULE SF SQUARE FOOT /FEET STD STANDARD TBM TEMPORARY BENCH MARK T.M.P TAX MAP PARCEL TOO TOP OF CONCRETE TTV TECHNICAL TEAM VISIT TW TOP OF WALL TYP TYPICAL VDOT VIRGINIA DEPARTMENT OF TRANSPORTATION W WEST ® LEASE NOTES 1. NEW VERIZON WIRELESS 10,000 SF LEASE AREA 2. NEW VARIABLE WIDTH NON- EXCLUSIVE INGRESS /EGRESS AND UTILITY EASEMENT ® CONSTRUCTION NOTES 1. NEW VERIZON WIRELESS MONOPOLE TOWER, SEE SHEET C -3 THIS SITE IS NOT LOCATED WITHIN OR ADJACENT TO A COUNTY DESIGNATED CONSERVATION EASEMENT. THIS SITE IS NOT LOCATED WITHIN COUNTY DESIGNATED AGRICULTURAL /FORESTAL DISTRICT. SURVEYOR'S NOTES 1. TOPOGRAPHIC INFORMATION WAS TAKEN FROM A TOPOGRAPHIC SURVEY PERFORMED BY CAUSEWAY CONSULTANTS, P.C., CHESAPEAKE, VIRGINIA ON 5/13/08. METES AND BOUNDS WERE COMPILED FROM DEED BOOK 844 /PAGE 289. NO BOUNDARY SURVEY WAS PERFORMED BY CAUSEWAY CONSULTANTS, P.C. 2. THIS DRAWING WAS PREPARED WITH REFERENCE TO TITLE REPORT #2771 -00907 PREPARED BY CHICAGO TITLE INSURANCE COMPANY DATED 12/20/07. 3. PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. 4. FLOOD ZONE DETERMINATION IS BASED ON THE FLOOD INSURANCE RATE MAPS AND DOES NOT IMPLY THAT THE PROPERTY WILL OR WILL NOT BE FREE FROM FLOODING OR DAMAGE. 5. THIS SITE APPEARS TO BE LOCATED IN THE F.I.R.M. ZONE "X" AS SHOWN ON COMMUNITY PANEL NUMBER 51003C -0264D EFFECTIVE DATE 2/04/05. 6. NO SUBSURFACE INVESTIGATION WAS PERFORMED BY CAUSEWAY CONSULTANTS, P.C. 7. MERIDIAN SOURCE FOR THIS SURVEY IS BASED UPON GRID NORTH. MAGNETIC DECLINATION IS COMPUTED AND NOT OBSERVED. 8. NO WETLAND AREAS HAVE BEEN DELINEATED. 9. ALL PHYSICAL EVIDENCE OF UTILITIES SHOWN ON THIS SURVEY IS FROM SURFACE EVIDENCE. 10. THE TEMPORARY BENCHMARK #1 RXR SPIKE. ELEVATION = 602.92'. THE TEMPORARY BENCHMARK #2 RXR SPIKE. ELEVATION = 606.11'. PROPOSED MONOPOLE TOWER LATITUDE: 38' 00' 28.38" N (NAD 83) LONGITUDE: 78' 33' 50.20" W (NAD 83) ELEVATION: 613.78' AMSL (NAVD 88) LEGEND EXISTING NEW TREELINE coac PRELIMINARY ZONING DWGS CONCRETE -- - - - - - - - - PROPERTY LINE — — — REVIEW SET LEASE AREA ------- 7815---- 786— EASEMENT D® REVISED APP DRAWINGS MONOPOLE 0 BUILDING (FOOTPRINT) GRAPHIC SCALE(S) FOR 24" X 36" PLOT - 1" = 60' 0 30' 60' 120' FOR 11" X 17" PLOT - 1" = 120' ,ture & Engineer 1331 L STREET, SUITE WASHINGTON, DC 2C 202461.3260 FAX 202461 veriZon wireless 1831 RADY COURT RICHMOND, VA 23222 V �t LTx OF j�I ,O JUSTIN U y Lic. No. 42897 �� k� O IONAL SITE INFO.: B RITTS MOUNTAIN RAW-LAND MONOPOLE 1019 BRITTS MOUNTAIN HOLLOW CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY DESIGN: JYY DRAWN: KAW TTV DATE: 5/13/09 SYKI DE9OiIPIION TREELINE oQ PRELIMINARY ZONING DWGS EDGE OF PAVEMENT - - - - - - - - - - - - - - EDGE OF GRAVEL EOE REVIEW SET OVERHEAD ELECTRIC ------- 7815---- 786— CONTOURS 0 REVISED APP DRAWINGS MONOPOLE 0 POWER POLE 0 TREES TO BE REMOVED GRAVEL Q TBM RETAINING WALL ■ DROP INLET RCP STORM DRAIN GRAPHIC SCALE(S) FOR 24" X 36" PLOT - 1" = 60' 0 30' 60' 120' FOR 11" X 17" PLOT - 1" = 120' ,ture & Engineer 1331 L STREET, SUITE WASHINGTON, DC 2C 202461.3260 FAX 202461 veriZon wireless 1831 RADY COURT RICHMOND, VA 23222 V �t LTx OF j�I ,O JUSTIN U y Lic. No. 42897 �� k� O IONAL SITE INFO.: B RITTS MOUNTAIN RAW-LAND MONOPOLE 1019 BRITTS MOUNTAIN HOLLOW CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY DESIGN: JYY DRAWN: KAW TTV DATE: 5/13/09 SYKI DE9OiIPIION DATE oQ PRELIMINARY ZONING DWGS 09 /04/08 Q ENSITE SITE PLAN 07/31/12 Z! REVIEW SET 08/10/12 0 PLICATION DRAWINGS 10/26/12 n / /4\ REVISED APP DRAWINGS 1/04/13 SHEET WE SITE PLAN SHEET NO.: C -1 CLARK* NEXSEN E _ - 7 J 1 EXISTING DIRT ROAD Y I 15 ' POPLAR I � II � II I III I II DI 0 2 1 11 II 11 LG1O I 1 GARDEN r 1 I I I I I I I I I I I I I I I I I I I I I I I I I I � II I 1 1 i 82.0' 12" POPLAR (340) WOODS I 15"" MAPLE (342) I 1 1 " POPLAR (338) I 1 1 Y 1 I I I 1 1 I I I I II I I I II I I it II I I 24" POPLAR (344) I /Y' UNKNOWN TREE I II I I I Y I Y I I I Y TWIN 10" PERSIMON (34 J W Y w Y L 20" OAK CLUSTER (365) Y EXISTING DIRT ROAD Y ` Y I Y r- - -- w Y I 6" POPLAR (358) of Y i t I Y I I Y I I I 30" MAPLE (348) I Y I II I I II - I II I I 15" POPLAR (350) 15" POPLAR (352) I I II I II I II I II� I I II°� II I II II I I I II I I I II I I I II I I I II 1 P/P I II of II E09 wi II / I I I 1i it j I I I II o j I � II I II ti. / I oII Y I I / I I 6" LOCUST (362) I ' I I 20" OAK (356) REFERENCE TREE. I - - - - . -. -. -. - . -. -.J I I I I 15" POPLAR (354) I WOODS 0 NOTES ` 1. TREE INVENTORY PREPARED BY CAUSEWAY CONSULTANTS, P.C. rchitecture & Engineen 2. EXTREME CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING 1331 LSTREET,( TREES THAT ARE TO REMAIN. SUITEI WASHINGTON, DC 201 3. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF 202461.3260 FAX202-461.3 EX COMPENSATION OF DAMAGED TREES. WVJJJ.CLARKN SEN.0 4. SITE SHALL BE MAINTAINED IN ACCORDANCE WITH A TREE - CONSERVATION PLAN TO BE PREPARED BY A CERITFIED ARBORIST, AS REQUIRED BY SEC 5.1.40(C)(4) 5. ALL UTILITY LINES ARE PROPOSED TO BE RUN UNDERGROUND venZoon wireless WITHIN THE UTILITY AND ACCESS EASEMENT SHOWN ON THE PLAN AND INDICATED ABOVE IN NOTE #4. FINAL LOCATION OF 1831 RADY COURT UTILITY LINES WILL BE DETERMINED BY THE COMPANIES RICHMOND, VA 23222 PROVIDING ELECTRICAL AND TELEPHONE SERVICES. ® CONSTRUCTION NOTES (Lic. H OF 1. NEW VERIZON WIRELESS MONOPOLE, SEE ELEVATION VIEW ON SHEET C -3TI y- y No. 42897 13 NNTA L �V LEASE NOTES SITE INFO.: 1. NEW VERIZON WIRELESS 10,000 SF LEASE AREA BRITTS 2. NEW VARIABLE WIDTH NON- EXCLUSIVE INGRESS /EGRESS AND UTILITY EASEMENT MOUNTAIN RAW-LAND MONOPOLE TREE INVENTORY 1019 BRITTS MOUNTAIN HOLLOW CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY NUMBER SPECIES CALIPER CANOPY HEIGHT AGL HEIGHT (338) POPLAR 12" 658' AMSL 50' (340) POPLAR 12" 659' AMSL 51' (342) MAPLE 15" 657' AMSL 48' DESIGN: JYY (344) POPLAR 24" 688' AMSL 73' DRAWN: KAW REVEW: SPP *(346) TWIN PIERS 10" 645' AMSL 35' TTV DATE: 5/13/08 *(348) MAPLE CLU 30" 656' AMSL 48' COMM. NO. 3036.073 S UBMITTALS *(350) POPLAR 6" 654' AMSL 42' SYK DaaulrloN DATE (352) POPLAR 15 672' AMSL 62' Q PRELIMINARY ZONING DWGS 09 /04/08 (354) POPLAR 15" 672' AMSL 59' AS ENSITE SITE PLAN 07 /31/12 (. ) OAK 20" 697' AIM 77' 21, REVIEW SET 06/10/12 0 kppucxnON DRAWINGS 10/26/12 (358) POPLAR 6" 664' AMSL 45' REVISED APP DRAWINGS 1/04/13 (362) LOCUST i 6" 1 665' AMSL 1 37' 0 (365) 1 OAK CLUST 1 20" 1 680' AMSL 55' *TOTAL TREES TO BE REMOVED: 3 SHEFrN ME TREE INVENTORY NOTE: REFERENCE TREE IS IDENTIFIED ABOVE IN BOLD NOTE: TREE DRIPLINES ARE DRAWN TO SCALE, GRAPHIC SCALE(S) FOR 24" X 36" PLOT - 1" = 10' 0 5' 10' 20' FOR 11" X 17" PLOT - 1" = 20' ISHWrc NO.: -1B E P/P I I TBM S cla II I RXR SPIKE o I = 602.92 ELEV I I I I II II II O w �I EXISTING T T ROAD � I I I � I � I � I � I � I I I � I I w I � ° I I I I I I w I o 2 C G I 1 I I I o I �pC w I Jr I lCs, I �a I I I a I I I o I I I I I I I I I I I I I I I I I I I I I I I I I L� I to I I I I I I I I I I I I I to I w I I I I I I I I I I to I I I I 1 I I I '1 I I I w I III I I I I i II SIZE INPO.: a# LEASE NOTES BRITTS 1. NEW VERIZON WIRELESS 10,000 SF LEASE AREA M O U N TAI N RAW-LAND 2. NEW VARIABLE WIDTH NON- EXCLUSIVE INGRESS /EGRESS AND UTILITY EASEMENT MONOPOLE 0 DEMOLITION NOTES 1. REMOVE EXISTING TREES 1019 BRITTS MOUNTAIN HOLLOW CHARLOTTESVILLE, VA ® CONSTRUCTION NOTES 22903 1. NEW VERIZON WIRELESS 12' X 20' EQUIPMENT SHELTER, SEE DETAILS ON ALBEMARLE COUNTY SHEET A -1 DESIGN' JYY DRAWN: KAW 2. NEW VERIZON WIRELESS ICE BRIDGE REVIEW: SPP TTV DATE: 5/13/08 3. NEW VERIZON WIRELESS MONOPOLE TOWER, SEE ELEVATION VIEW ON SHEET COMM. NO, 3036.073 C -3 n e�.wrrrwi c U NOTES ` & Engineerin 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL ASSUME THE DESMFrON RESPONSIBILITY OF LOCATING ANY UNDERGROUND UTILITIES (PUBLIC OR rrchitecture 1331 L STREET, NW Q PRIVATE) THAT MAY EXIST AND CROSS THROUGH THE AREA OF SUITE 600 REwEw sEr CONSTRUCTION THAT ARE NOT SHOWN ON THESE PLANS. BEFORE YOU WASHINGTON, DC 20005 Qi DIG, CALL "MISS UTILITY" AT 811. THE CONTRACTOR SHALL BE 202.461.3260 FAX 202.461.3266 RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES VWMCLARKNEXSEN.00M DAMAGED DURING CONSTRUCTION. 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED BY CONTRACTOR IN ACCORDANCE WITH THE LATEST EDITION OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AT THE FIRST PHASE OF CONSTRUCTION AND CHECKED PERIODICALLY TO ENSURE THEY ARE veriZ011 wireless FUNCTIONING AS INDICATED. � 3. THE STOCKPILING OF EXCESS MATERIAL ON SITE WILL NOT BE ALLOWED. 1831 RADY COURT RICHMOND, VA 23222 1 4. ANY VEGETATED AREA DISTURBED BY CONSTRUCTION SHALL BE THE RESPONSIBILITY OF CONTRACTOR TO SEED AND ESTABLISH A PERMANENT VEGETATIVE COVER. �j 5. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION. SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH OSHA REQUIREMENTS. G i � 6. THE CONTRACTOR IS RESPONSIBLE FOR SITE LAYOUT AND CONSTRUCTION / JUSTIN Y. YOON a STAKING. LOCATION OF EXISTING STRUCTURES AND UTILITIES MUST BE CONFIRMED BY THE CONTRACTOR. Lic. N0. 42897 7. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL CODES OR ORDINANCES. P� O� 8. THE INDICATED DIRECTION OF NORTH WILL HAVE TO BE VERIFIED IN THE FIELD. 51 O�rAL SIZE INPO.: a# LEASE NOTES BRITTS 1. NEW VERIZON WIRELESS 10,000 SF LEASE AREA M O U N TAI N RAW-LAND 2. NEW VARIABLE WIDTH NON- EXCLUSIVE INGRESS /EGRESS AND UTILITY EASEMENT MONOPOLE 0 DEMOLITION NOTES 1. REMOVE EXISTING TREES 1019 BRITTS MOUNTAIN HOLLOW CHARLOTTESVILLE, VA ® CONSTRUCTION NOTES 22903 1. NEW VERIZON WIRELESS 12' X 20' EQUIPMENT SHELTER, SEE DETAILS ON ALBEMARLE COUNTY SHEET A -1 DESIGN' JYY DRAWN: KAW 2. NEW VERIZON WIRELESS ICE BRIDGE REVIEW: SPP TTV DATE: 5/13/08 3. NEW VERIZON WIRELESS MONOPOLE TOWER, SEE ELEVATION VIEW ON SHEET COMM. NO, 3036.073 C -3 n e�.wrrrwi c U 4. NEW VERIZON WIRELESS CONCRETE STOOP 5. NEW VERIZON WIRELESS PIER FOUNDATION 6. NEW VERIZON WIRELESS GENERATOR ON 4' X 8' CONCRETE PAD, SEE DETAIL ON SHEET C -4 7. NEW GRAVEL COMPOUND, SEE DETAIL ON SHEET C -4 8. NEW VERIZON WIRELESS METER AND DISCONNECT srw DESMFrON � PRELIMINARY ZONING DWGS Q ENSRE SRE PLAN Z!L REwEw sEr Q3 kppUCKnON DRAWINGS Qi REVISED APP DRAWINGS 9. NEW RETAINING WALL (VERSA -LOK SEGMENTAL STANDARD BLOCK RETAINING 9-07 NAME WALL SYSTEM OR SIMILAR) ENLARGED SITE 10. NEW VERIZON WIRELESS 12' WIDE ACCESS ROAD, SEE DETAIL ON SHEET C -4 PLAN 11. SHELTER LIGHTING, SEE SHEET A -1 GRAPHIC SCALE(S) FOR 24" X 36" PLOT - 1" = 5' 0 5' 10' ....... FOR 11" X 17" PLOT - 1" = 10' L C-2 E 0 1� i 5 MATCHLINE THIS SHEET I I I I i j P/P VTTG — I l i 0� J� MATCHLINE THIS SHEET MATCHLINE SHEET C -21B LW TOO a II� B W7.00 i d 6'16. 0 607.00 �I I ILL III ICI , II �I EROSION AND SEDIMENT ` CONTROL NOTES rrchitecture & Engineerin 1331 L STREET, NW 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL SUITE 600 EROSION AND SEDIMENT CONTROL PRACTICES WILL BE WASHINGTON, DC 20005 CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND 202461.3260 FAX 202461.3266 FAX SEDIMENT CONTROL HANDBOOK (3RD EDITION, 1992). 61.3260 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE - PLACED PRIOR TO OR AS THE FIRST STEP IN CONSTRUCTION. 3. THE CONTRACTOR SHALL APPLY PERMANENT OR TEMPORARY SOIL STABILIZATION TO ALL DENUDED OR DISTRUBED AREAS WITHIN 7 veriZoon wireless DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. SOIL STABILIZATION MUST ALSO BE APPLIED TO DENUDED 1831 RADY COURT AREAS WHICH MAY NOT BE AT FINAL GRADE BUT WHICH WILL RICHMOND, VA 23222 REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. SOIL STABILIZATION MEASURES INCLUDE VEGETATIVE ESTABLISHMENT, MULCHING AND THE EARLY APPLICATION OF GRAVEL BASE MATERIAL ON AREAS TO BE PAVED. 4. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING p RAINFALL EVENT. ANY NECESSARY REPAIRS TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES AND CLEANUP OF SEDIMENTATION ARE THE RESPONSIBILITY OF THE CONTRACTOR JUSTIN Y. YOON AND SHALL BE MADE IMMEDIATELY. 9 5. THE CONTRACTOR SHALL LIMIT SITE ACCESS BY CONSTRUCTION Lic. N0. 42897 VEHICLES TO ENTRANCES PROTECTED BY A STONE CONSTRUCTION P� 1/4 1 3 ENTRANCE (VESCH STD. & SPEC. 3.02) OR AN APPROVED �4z� O� COMPARABLE CONTROL MEASURE. SEDIMENT SHALL BE REMOVED FROM PAVED AREAS ON A DAILY BASIS. SSIO 6. STOCK PILES OF SOIL AND OTHER ERODIBLE MATERIAL SHALL BE T L STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION FOR STOCKPILES ON SrrEINPO.: SITE AS WELL AS FOR MATERIALS TRANSPORTED FROM THE BRITTS PROJECT SITE. 7. THE CONTRACTOR SHALL MONITOR AND TAKE PRECAUTIONS TO MOUNTAIN CONTROL DUST INCLUDING (BUT NOT LIMITED TO) USE OF WATER, MULCH OR CHEMICAL DUST ADHESIVES AND CONTROL OF RAW-LAND CONSTRUCTION SITE TRAFFIC. MONOPOLE 8. EFFLUENT FROM DE- WATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND CHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT ADJACENT PROPERTIES, WETLANDS, WATERWAYS OR THE STORM DRAINAGE SYSTEM. 10 19 BRITTS MOUNTAIN 9. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND HOLLOW MAINTENANCE OF ANY ADDITIONAL CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED CHARLOTTESVILLE, VA NECESSARY BY THE PLAN APPROVING AUTHORITY. 22903 10. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE ALBEMARLE COUNTY NOT TO BE REMOVED UNTIL ALL DISTURBED AREAS ARE DESIGN: JYY STABILIZED. AFTER STABILIZATION IS COMPLETE, ALL MEASURES DRAWN: KAW SHALL BE REMOVED WITHIN 30 DAYS. TRAPPED SEDIMENT SHALL REVIEW: gpp BE SPREAD AND SEEDED. TTV DATE: 5/13/08 E & S LEGEND COMM. NO. 3036.073 s lr usMrALs DIRECTION OF OVERLAND FLOW SYK DIESIM M DATE oQ PRELIMINARY ZONING DWGS 09 /04/08 SF SILT FENCE AS ENSITE SITE PLAN 07 /31/12 Qz REVIEW SET 08/10/12 PS PERMANENT SEEDING 0 kppucxnON DRAWINGS 10/28/12 — GRASS SWALE CENTERLINE � REVISED APP DRAWINGS 1/04/13 0 D TP— TREE PROTECTION %4EEr NAME \, INLET PROTECTION OP ENLARGED OUTLET PROTECTION GRADING PLAN GRAPHIC SCALE(S) SHEET NO.: FOR 24° X 36° PLOT - 1" = 10' 0 5' 10' 20' C-2A FOR 11° X 17° PLOT - 1 ° = 20' E I / /\ )/ / \ 1/ 1' I v �I MATCHLINE W THIS SHEET T, _17/ — — % % 7— - I\ i r � 1 ,x i %i i � I i %I W MATCHLINE W THIS SHEET MATCHLINE SHEET C -2A O# DEMOLITION NOTES 1. REMOVE EXISTING TREES ® CONSTRUCTION NOTES 1. VDOT DI -1, YARD DROP INLET, RIM ELEVATION = 593.5 2. 20 LF OF 15" RCP 1.0% 3. VDOT EW -1, ENDWALL WITH RIP RAP GRAPHIC SCALE(S) FOR 24" X 36" PLOT - 1" = 10' 0 5' 10' 20' FOR 11" X 17" PLOT - 1" = 20' ,ture & Engineer 1331 L STREET, SUITE WASHINGTON, DC 2C 202461.3260 FAX 202461 venZon wireless 1831 RADY COURT RICHMOND, VA 23222 V��LTx of ,O JUSTIN � a Lic. No. 42897 O 1 IOATAL SITE INFO.: B RITTS MOUNTAIN RAW-LAND MONOPOLE 1019 BRITTS MOUNTAIN HOLLOW CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY DESIGN: JYY DRAWN: KAW REVIEW: SPP TTV DATE: 5/13108 SYM DESCIIIPIION DATE oQ PRELIMINARY ZONING DWGS 09 /04/08 Q ENSITE SITE PLAN 07/31/12 Qz REVIEW SET 08/10/12 PLICATION DRAWINGS 10/26/12 /0n /4\ REVISED APP DRAWINGS 1/04/13 SHEET WE ENLARGED GRADING PLAN ISHWrc NO.: -2g I E 1. SET POSTS AND EXCAVATE A 4 "X4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. 6' MAX J19 �— �lyl STEEL OR WOOD'U /1 POST -IMBED 3' 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. z 2. STAPLE WIRE FENCING TO THE POSTS. 12 1/2 GAUGE MIN MESH SPACING 6" MAX I±h+l I-H L4+FI 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. i n °1 c M SECTION A -A L RIP RAP 11111 air, 1, ,I . ma g i NOTES: \- FILTER BLANKET 1. L IS THE LENGTH OF THE RIPRAP APRON. 2. d =1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6 ". EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. 3. D= INSIDE PIPE DIAMETER FILTER FABRIC 1 GROUND LINE 4. IN A WELL- DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO \� AN ELEVATION OF 6" ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF i THE BANK, WHICHEVER IS LESS. WIRE 5. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. TEMPORARY SILT FENCE SF OUTLET PROTECTION NO SCALE TOE OF FILL ENDWALL CULVERT TOE OF FILL SILT FENCE *DISTANCE IS 6' MINIMUM IF FLOW o I IS TOWARD EMBANKMENT SILT FENCE OPTION x-1.0' 1.5' I I I FLOW N MOOT #3, #357 OR #5 COARSE CLASS I RIPRAP AGGREGATE OR EQUAL TO REPLACE SILT FENCE IN "HORSESHOE" WHEN HIGH VELOCITY OF FLOW IS EXPECTED OPTIONAL STONE COMBINATION CULVERT INLET PROTECTION SIP NO SCALE NO SCALE DRIP LINE NOTE: DRIVE STAKES FIRMLY INTO GROUND AT LEAST 12" TREE PROTECTION NO SCALE L A Z JIMMU, AT 4' C.C. CONSTRUCTION SPECIFICATIONS: 1313MITIM 1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS Architecture & Engineering THE REQUIRED LINES AND GRADES SHOWN IN THE PLAN. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE 1331 L STREET, NW SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE SUITE 600 ON UNDISTURBED SOIL MAY ALSO BE FILLED BY INCREASING THE WASHINGTON, DC 20005 RIPRAP THICKNESS. 202.461.3260 FAX 202.461.3266 2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED VAAW.CLARKNEXSEN.COM GRADING LIMITS SHOWN ON THE PLANS. 1/04/13 3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY PROTECTED FROM PUNCHING OR TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA veri wireless ALL CONNECTING JOINTS SHOULD OVERLAP A MINIMUM OF 1 FT. IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH. 1831 RADY COURT RICHMOND, VA 23222 4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER. 5. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD I TH Oli' BE HARD, ANGULAR, HIGHLY WEATHER - RESISTANT AND WELL GRADED. 6. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFALL AT THE END. MAKE THE TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL,1� O WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT. JUSTIN /YO %N' l 7. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING 9 STREAM AND PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF A Lic. N0. 42897 CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE UPPER SECTION OF THE APRON. B. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION (PRACTICES 6.10, TEMPORARY SEEDING, AND 6.11, sSIOATAL PERMANENT SEEDING). MAINTENANCE INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY SrrEINFO,; EROSION AROUND RIPRAP TAKEN STONES B RI TTS HAVE BEEN D SLODGED. IMMED ATE Y M E ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. MOUNTAIN RAW-LAND MONOPOLE FILL WITH 4 OZ. NON —WOVEN FILTER FABRIC— VARIES 9" MIN N0.57 COARSE AGGREGATE 12" (3" MINIMUM) r REMOVE ORGANIC MATERIAL 4" AGGREGATE BASE MATERIAL TYPE 1, NO. 21A CROSS SECTION OF PIPE CULVERT NO SCALE SEE PLAN FOR PIPE INVERTS AND PIPE SIZE 12" GRAVEL MAT ( #57 STONE) COMPACT TO STABILIZE PIPES 1019 BRITTS MOUNTAIN HOLLOW CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY DESIGN: JYY DRAWN: KAW TT/ DATE: 5 /13MB SYKI 1313MITIM DATE .o PRELIMINARY ZONING DWGS 09 /04/08 Q ENSITE SITE PLAN 07/31/12 Qz REVIEW SET 08/10/12 PLICATION DRAWINGS 10/26/12 /0n /4\ REVISED APP DRAWINGS 1/04/13 SHEET NAME DETAILS ISHWrc -2c I E 12" MAX FACE OF NEW LTE (4G) ANTENNA (TYP OF 3) OUNTING COLLAR YP OF 2) OUNTING PIPE YP OF 3) ,CE OF NEW PCS /CELLULAR JALBAND ANTENNA YP OF 3) TROP OF TOWER APPURTENANCES (LIGHTNING ROD) Y ELEVATION = [709't] AMSL 18 MAX '�� TOP OF TOWER/TOP OF ANTENNA-S-� ELEVATION = [707't] AMSL Y (3) NEW VERIZON WIRELESS LTE PANEL ANTENNAS SEE ENLARGED VIEW ON THIS SHEET IMP ELEVATION = [94t] A.G.L. 0 RAD CENTER 0 (3) NEW VERIZON WIRELESS PCS /CELL PANEL ANTENNAS ELEVATION = [87.5t] A.G.L. 0 RAD CENTER OF NEW MONOPOLE DIAMETER AT THE TOP OF THE MONOPOLE SHALL NOT EXCEED 18" MAX. DIAMETER AT THE BOTTOM OF THE MONOPOLE SHALL NOT EXCEED 30" MAX. EW MONOPOLE ENLARGED VIEW NOT TO SCALE TOWER BOLTS (TYP) 4� , S"ENSE ENLARGED VIEW NOT TO SCALE GENERAL NOTES I 1. NO COMMERCIAL ADVERTISING MATERIAL WILL BE USED IN CONJUNCTION WITH THE NEW TOWER. 2. LIGHTNING ROD WILL NOT EXCEED 2' ABOVE THE TOWER AND WILL BE 1" DIAMETER 3. ANTENNAS, EXTENSION PARTS AND ALL NEW GROUND EQUIPMENT WILL BE PAINTED TO COUNTY APPROVED COLOR, SHERWIN WILLIAMS ( #6090) JAVA BROWN 4. NO POINT ON THE FACE OF THE ANTENNA SHALL PROJECT MORE THAN 12 INCHES FROM THE FACE OF THE EXISTING STRUCTURE TO WHICH IT IS ATTACHED T 5. ALL VERTICAL CABLES, WIRES, AND SIMILAR ATTACHMENTS SHALL E BE RUN VERTICALLY WITHIN THE MONOPOLE'S STRUCTURE ANTENNA NOTES 1. ANTENNAS ARE TYPICAL FLUSH -MOUNT DESIGN USING MOUNTING COLLAR, BRACKET AND PIPE MOUNTS. 2. FINAL MOUNTING DESIGN MAY VARY SLIGHTLY DEPENDING ON AVAILABILITY AND SPECIFIC MANUFACTURER. 3. PROPOSED ANTENNAS - ANTEL BXA- 70063/8CF DIMENSIONS - 94.6 "(H) X 11.2 "(W) X 4.5 "(D) ANTEL BXD - 63406380CF DIMENSIONS - 47.4 "(H) X 16.8 "(W) X 3.5 "(D) NEW VERIZON WIRELESS 100' A.G.L. MONOPOLE *HEIGHT INCLUDES ABOVE GROUND FOUNDATION AND BOLT HEIGHTS. SEE ENLARGED VIEW, THIS SHEET. NEW VERIZON WIRELESS ICE BRIDGE NEW VERIZON WIRELESS 12'x20' EQUIPMENT SHELTER ELEVATION VIEW NOT TO SCALE TOWER FOUNDATION BY OTHERS Atj Vv L I� Ih N r, �1 � 0 REFERENCE TREE NEW VERIZON WIRELESS RETAINING WALL LWAS TOP OF CANOPY ELEVATION = [697' -0 " ±] AMSL REFERENCE TREE IDENTIFIED AS 20" OAK HEIGHT = 697' AMSL, 77' AGE GROUND ELEVATION TOP DE RETAINING WALL ELEVATION = [616' -0 "f] AMSL BEGINNING OF POLE ELEVATION — [607' -10 " ±] AMSL / TOP OF FOUNDATION ELEVATION = [607 -5 " ±] AMSL 30" MAX / FINISHED GRADE ®TOWER AMSL ELEVATION = [607' -0 "t] AMSL SEE ENLARGED VIEW THIS SHEET -tune & Engineer 1331 L STREET, SUITE WASHINGTON, DC 2( 202.461.3260 FAX 202461 veriZen wireless 1831 RADY COURT RICHMOND, VA 23222 x °F c) JUSTIN Y. Lic. No. 42897 0 ti IOATAL SITE INFO.: B RITTS MOUNTAIN RAW-LAND MONOPOLE 1019 BRITTS MOUNTAIN HOLLOW CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY DESIGN: JYY DRAWN: KAW REVIEW SPP TTV DATE: 5/13)08 SUBMITTALS SYM DESCRIPTION DATE oQ PRELIMINARY ZONING DWGS /04/08 Q ENSRE SRE PLAN [007/31/12 A REVIEW SET /10/12 1 /A IREVISED PPP DRAWINGS 1 1/04/131 SHEET NAME ELEVATION VIEW AND DETAILS SHUT NO.: C -3 E A —I r MIN 3000 PSI CONCRETE r— 6" X 20" STUB UP AREA SEE GENERATOR PAD SECTION A —A BELOW FOR TURNDOWN A r —1 I I o I---------------------- 8' -0" NOTE: CONTRACTOR TO COORDINATE CONDUIT STUB —UPS THROUGH THE STUB UP AREA TO ENSURE NO REINFORCING BARS ARE CUT. CONCRETE TO BE PLACED AROUND THE CONDUITS, AFTER CONDUIT STUB —UPS ARE INSTALLED WITHIN THE STUB UP AREA. GENERATOR PAD DETAIL NO SCALE IMLL J.JL —t (Revised June 2003) PERMANENT SEEDING SPECIFICATIONS FOR PIEDMONT AREA am LAND USE SPECIES APPLICATION PER ACRE Minimum Care Lawn Tall Fescue Perennial Ryegrass 95 -100 0 -5 (Commercial or Residential ) Kentucky Bluegrass 0 -5 (Secale cereale) 0 TOTAL: 175 -200 Ibs LawnMaintenance Lawn Tall Fescue TOTAL: 200 -250 Ibs German Millet Tall Fescue 128 Ibs General Slope (3:1 or Red Top Grass or Creeping Red Fescue 2 Ibs 20 Ibs less ) NOTE: Sesional Nurse Crop Total: 150 Ibs 2 — Incorporate the lime and fertilizer into the top 4 -6 inches of the soil by disking or Tall Fescue 108 Ibs LOW— Maintenance Slope Red Top Grass or Creeping Red Fescue 2 Ibs 20 Ibs (Steeper Than 3:1) Sesional Nurse Crop 20 Ibs Crownvetch Total: 150 Ibs 1— When selecting varieties of turfgrass, use the Virginia Crop Improvement Association (VCIA) recommended turfgrass variety list. Quality seed will bear a label indicating that they are approved by A. A current turfgrass variety list is avalible at the local County Extention office or through VCIA at 804 - 746 -4884 or at ham: / /sudan.Cses.vt.edu /html/ Turf / turf / Dublications/Dublications2/html 2— Use seasonal nurs crop in accordance with seedind dates as ststed below: February 16th — April ........................ Annual Rye May 1st — August 15th ....................... Foxtail Millet August 16th — October ..................... Annual Rye November — February 15th .............. Winter Rye 3— Substitute Sericea Lespedeza for Crownvetch east of Formville, VA (May through September use hulled seed, all other periods, use unhulled Sericea). If Flatpea is used, increase to 30 Ibs /acre. If weeping lovegrass is used, including in any slope or low maintenance mixture during warmer seeding periods, increase to 30 -40 Ibs /acre. • Apply 10 -20 -10 fertilizer at a rate of 500 Ibs. /acre (or 12 Ibs. /1,000 sq. ft.) • Apply Pulverized Agricultural Limestone of a rate of 2 tons /acre (or 90 Ibs. /1,000 sq. ft.) NOTE: —A soil test is necessary to determine the actual amount of lime required to adjust the soil pH of the site. — Incorporate the lime and fertilizer into the top 4 -6 inches of the soil by disking or by other means. —When applying Slowly Avolible Nitrogen, use rates avalible in Erosion & Sediment Controle Technical Bulletin #4. 2003 Nutrient Management for Development Sites at http://www.dcr.state.va.us/sw/e&s.html#pubs TABLE 3.31 —B (Revised June 2003) TEMPORARY SEEDING SPECIFICATIONS QUICK REFERENCE FOR ALL REGIONS SEED APPLICATION DATES SPECIES APPLICATION RATES (3" MINIMUM) REMOVE 50/50 Mix of Annual Ryegrass (lolium ORGANIC MATERIAL Sept. 1 —Feb. 15 multi — florum) & Cereal (Winter) Rye 50 -100 (Ibs /acre) 1 1/2" PER 6' OF SLOPE (Secale cereale) 0 Feb. 16 —Apr. 30 Annual Ryegrass (lolium multi — florum) 60 -100 (Ibs /acre) May. 1 —Aug. 31 German Millet 150 Ibs acre FERTILIZER & LIME • Apply 10 -10 -10 FERTILIZER at a rate 450 Ibs. /acre or 10 lbs. 1,000sq ft • Apply PULVERIZED AGRICULTURAL LIMESTONE at a rate of 2 tons /acre (or 90 Ibs. /1,000 sq ft) NOTE: 1 — A soil test as necessary to determine the actual amount of lime required to adjust the soil pH of site. 2 — Incorporate the lime and fertilizer into the top 4 -6 inches of the soil by disking or by other means. 3 — When applying Slowly Available Nitrogen, use rates available in Erosion & sediment Control Technical Bulletin #4. 2003 Nutrient Management for Development Sties at http:/www.dcr.state.va.us/sw/e&s.htm#pubs NO.57 COARSE AGGREGATE J 6" MINIMUM COMPACT SUBGRADE 2' -0" #5 AT 18" O.C. WITH 3" CLEAR COVER AT PAD EDGES �a:: 1/2" CONTINUOUS CHAMFER �N0.57 COARSE AGGREGATE =11� 6" 1 8" GENERATOR PAD SECTION A -A NO SCALE w z � 0 � w m w (1) #4 CONT ure & Engineer 1331 L STREET, SUITE WASHINGTON, DC 2C 202461.3260 FAX 202461 o DE9OiIMM � .o (3" MINIMUM) REMOVE venZon wireless ORGANIC MATERIAL 12' -0" EXISTING GRADE 1831 RADY COURT \ 1 1/2" PER 6' OF SLOPE 1 1/2" PER 6' OF SLOPE RICHMOND, VA 23222 NO.57 COARSE AGGREGATE BOTTOM LAYER OF MIRAFI HP570 GEOSYNTHETIC. EXTEND 2' BEYOND TOE OF AGGREGATE SLOPE, ALL AROUND — 6" MINIMUM COMPACT SUBGRADE SECTION - COMPOUND AREA NO SCALE DE9OiIMM NO.57 COARSE AGGREGATE .o (3" MINIMUM) REMOVE 1" MIN. ABOVE ORGANIC MATERIAL 12' -0" EXISTING GRADE EXISTING \ 1 1/2" PER 6' OF SLOPE 1 1/2" PER 6' OF SLOPE GRADE 0 PucxnON DRAWINGS AT 1C OWNNIMUM III I - — — — — — — — — — — — III III GEOTEXTILE FABRIC WHERE REQUIRED. VERIFY WITH EARTH WORK SUBGRADE COMPACTION & SELECT GRANULAR FILL CONSTRUCTION MANAGER PRIOR TO BID 1. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRUBBING THE CONSTRUCTION SITE AND ROADWAY AREAS. THE CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS CONTAINED WITHIN THE GEOTECHNICAL REPORT WHEN NECESSARY PREPARED FOR THIS SITE FOR SITE WORK PREPARATION & FOUNDATION WORK. AS A MINIMUM THE TOP 3" OF GRADE SHALL BE REMOVED. THE EXPOSED SUBGRADE COMPACTED, GEOTEXTILE FABRIC AS REQUIRED FOR UNSTABLE SOIL CONDITION. 2. ALL SELECT GRANULAR FILL SHALL BE COMPACTED TO A 95% COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D -1557 OR WITHIN PLUS OR MINUS 3% OF OPTIMUM MOISTURE CONTENT. TYPICAL ACCESS ROAD CROSS SECTION NO SCALE r�V JUSTIN �J 9 Lic. No. 42897 O 1 �` IONAL SITE INrO.: B RITTS MOUNTAIN RAW-LAND MONOPOLE 1019 BRITTS MOUNTAIN HOLLOW CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY DESIGN: JYY DRAWN: KAW REVIEW: SPP TT/ DATE: 5/13109 SYK1 DE9OiIMM DATE .o PRELIMINARY ZONING DWGS 09 /04/08 Q ENSITE SITE PLAN 07/31/12 Z REVIEW SET 08/10/12 0 PucxnON DRAWINGS 10/26/12 n / /4\ REVISED APP DRAWINGS 1/04/13 SHEET NAME: CIVIL DETAILS SHEET NO.: C-4 EXTERIOR LIGHT 3' -8 3/8" t r 7 I SCROLL FAN EXHAUST ELBOW W /SNAP IN SCREEN Ej SITE SPECIFIC 1 LOCATION I 3 7/8" WALL THICKNESS z I tl, Oil L-- - - - ° - - - - - - ----------------------- REAR WALL ELEVATION C FRONT WALL ELEVATION A SHELTER ELEVATIONS NO SCALE 11 3/4" c B D A ELEVATION KEY LEFT WALL ELEVATION B RIGHT WALL ELEVATION D NOTES ` rchitecture & Engineering I I I I I I 1. THE SHELTER SHALL BE DESIGNED AND CONSTRUCTED IN � I I 1331 L STREET, NW 1 5' -9 318" 1 1 �2" SERVICE ENTRY I I I I I I WASHINGTON, DC 20005 2. REFER TO STRUCTURAL SHEETS FOR SHELTER EQUIPMENT LEFT WALL ELEVATION B RIGHT WALL ELEVATION D NOTES ` rchitecture & Engineering DATE 1. THE SHELTER SHALL BE DESIGNED AND CONSTRUCTED IN PRELIMINARY ZONING DWGS ACCORDANCE WITH THE 2009 VIRGINIA UNIFORM STATEWIDE 1331 L STREET, NW BUILDING CODE (VUSBC) EFFECTIVE MARCH 1, 2011. SUITE 600 Qz WASHINGTON, DC 20005 2. REFER TO STRUCTURAL SHEETS FOR SHELTER EQUIPMENT 202.461.3260 FAX 202.461.3266 AND SHELTER LOAD REQUIREMENTS. VAvW.CLARKNEXSEN.COM 3. BUILDING WILL BE PLACED ON CONCRETE PIERS. REVISED APP DRAWINGS 4. BUILDING SHALL BE LOCATED FIVE FEET (5' -0 ") OR MORE FROM ANY PROPERTY LINE, INTERIOR LOT LINE OR ANY OTHER BUILDING. VeriZon wireless 5. BUILDING WILL HAVE A DARK BROWN, AGGREGATE STONE 1831 RADY COURT 1831 FINISH. VA 23222 6. SHELTER IS TO BE CLASSIFIED AS USE GROUP U, TYPE IIB CONSTRUCTION PER THE VUSBC. O JUSTIN Y00� OPERATION OF OUTDOOR LIGHTING FOR THE 9 FACILITY SHALL BE PERMITTED ONLY DURING Lic. N0. 42897 MAINTENANCE PERIODS AND SHALL BE FULLY SHIELDED FROM ADJACENT PROPERTIES. P� O ,IONAL SITE INFO.: B RITTS MOUNTAIN RAW-LAND MONOPOLE 1019 BRITTS MOUNTAIN HOLLOW CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY DESIGN: JYY DRAWN: KAW TTV DATE: 5/13118 1 SYKI 1313MIMM DATE .o PRELIMINARY ZONING DWGS 09 /04/08 Q ENSITE SITE PLAN 07/31/12 Qz REVIEW SET 08/10/12 PLICATION DRAWINGS 10/26/12 /0 /4\ REVISED APP DRAWINGS 1/04/13 SHEET WE SHELTER ELEVATIONS SHEET NO.: A -1