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HomeMy WebLinkAboutARB200800066 Plan - Submittal (First) 2008-06-233'-5 7/8" 3" EMT STANDOFF STRAP r----------------- – – – – – – — – – – – – II I qSHIP SCROLL FAN EXHAUST ELBOW W /SNAP IN SCREEN II STANDARD LOCATION/ LOOSE II i 1 : PF " W THICKNESS j 12" SERVICE ENTRY 11 I -711! O :l1 ;I ELEVATION C I 9' -S 3 /s" XV -1" LAEY NOTE; PROPOSED BUILDING LIGHT FIXTURE WILL BE SHIELDED IN ACCORDANCE WITH ALBEK RLE COUNTY REQUIREMENTS AND OPERATED BY MOTION SENSOR. SHELTER ELEVATIONS NOT TO SCALE - -.::: . -. :... ... ,.:,imat�9�tfts,l6k:,S�L'aN+'a : ^:: .L` "- �Y1ti,l4 +T.`.v� * V. t�P�bi�J �' �'. �' d3. Fic: s:' Yad3nl�iiiA: ��nR":.# IL: tiW6i. en'. d> na". �r a;a::= .aza.F::ns�s +'.::...a�:n »����••ww <« --- .:Tr- .^sue =. GEN VENT ELEVATION B 13' -4" MAX 12' -0" 5' -9 7/8" ------------ - - - - -- , } I r – - - -I I I L ---- J x 0 I M1 I I I L- ---------------- D ELEVATION 0 A ELEVATION KEY SHELTER NOTES 1. DESIGN CRITERIA- FLOOR LIVE LOAD ROOF LIVE LOAD SNOW LOAD GROUND SNOW LOAD, Py FLAT ROOF SNOW LOAD, P� SNOW EXPOSURE FACTOR, Cc SNOW LOAD IMPORTANCE FACTOR,[ THERMAL FACTOR, CI WIND LOAD BASIC WIND SPEED, V WIND IMPORTANCE FACTOR, I BUILDING CATEGORY WIND EXPOSURE CATEGORY INTERNAL PRESSURE COEFFICIENT SEISMIC LOAD SEISMIC USE GROUP SPECTRAL RESPONSE COEFFICIENTS SDS SD! SITE CLASS SEISMIC BASE SMEAR, V BASIC SEISMIC – FORCE -- RESISTING SYSTEM ANALYSIS PROCEDURE 150 PSF 30 PSF 20 PSF 14 PSF 1.0 1.0 1,0 90 MPH 1.0 I C 10.18 1 0.28 0.11 D 0,056 W BEARING WALL – ORDINARY REINFORCED CONCRETE SHEAR WALLS EOUIVALEN7 LATERAL FORCE PROCEDURE 2. THE SHELTER IS TO BE CLASSIFIED AS USE GROUP U, TYPE IIB CONSTRUCTiflN PER THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, EFFECTIVE NOVEMBER 15. 2005 AND IBC – 2003. 3. THIS SHELTER IS TO BE DESIGNED AND CONSTRUCTED IN COMPLIANCE WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, EFFECTIVE NOVEMBER 16, 2005. C BUILDING WILL BE PLACED ON CONCRETE PIERS. 5. BUILDING SHALL BE LOCATED THREE FEET (3' -0 ") OR MORE FROM ANY PROPERTY LINE, INTERIOR LOT LINE OR ANY OTHER BUILDING. to CHURCH AVENUE, SI PLAZASUITE ROANOKE, VIRGINIA 2401 Sen2.08M FAKS40-M-II1I veriest wireless 1 831 RADY COURT RICi4MOND, VA 23222 � OF �NNIN SMART P. PATTERSON Lic. No. 41047 > t `l II �FSS�ONA� E�G� SITIEW; HOLLYMEAD COLLOCATE SELF SUPPORT 1750 AIRPORT ROAD CHARLOT1 EWI LE, VA 22901 ALBEMARLE COUNTY DtSI(ft )m DMWN R8 -------- - --- -5 - - -- Wm TIYDATE DULL 7 I II 2 } SUBMfTTALS DeXPrrK)N II A -1 i 7 MOB 7/13/07 L - - - - J 1 } I 14/07/07 ❑ I II I I II I I e II m } IL I II r a € I I S xv I }} I 1 I 1 I f m o R 1 1� 9i£T r*m SHELTER ELEVATIONS 1d I Iva e S I t _ ELEVATION A B 30,-0" NOTE; PROPOSED BUILDING LIGHT FIXTURE WILL BE SHIELDED IN ACCORDANCE WITH ALBEK RLE COUNTY REQUIREMENTS AND OPERATED BY MOTION SENSOR. SHELTER ELEVATIONS NOT TO SCALE - -.::: . -. :... ... ,.:,imat�9�tfts,l6k:,S�L'aN+'a : ^:: .L` "- �Y1ti,l4 +T.`.v� * V. t�P�bi�J �' �'. �' d3. Fic: s:' Yad3nl�iiiA: ��nR":.# IL: tiW6i. en'. d> na". �r a;a::= .aza.F::ns�s +'.::...a�:n »����••ww <« --- .:Tr- .^sue =. GEN VENT ELEVATION B 13' -4" MAX 12' -0" 5' -9 7/8" ------------ - - - - -- , } I r – - - -I I I L ---- J x 0 I M1 I I I L- ---------------- D ELEVATION 0 A ELEVATION KEY SHELTER NOTES 1. DESIGN CRITERIA- FLOOR LIVE LOAD ROOF LIVE LOAD SNOW LOAD GROUND SNOW LOAD, Py FLAT ROOF SNOW LOAD, P� SNOW EXPOSURE FACTOR, Cc SNOW LOAD IMPORTANCE FACTOR,[ THERMAL FACTOR, CI WIND LOAD BASIC WIND SPEED, V WIND IMPORTANCE FACTOR, I BUILDING CATEGORY WIND EXPOSURE CATEGORY INTERNAL PRESSURE COEFFICIENT SEISMIC LOAD SEISMIC USE GROUP SPECTRAL RESPONSE COEFFICIENTS SDS SD! SITE CLASS SEISMIC BASE SMEAR, V BASIC SEISMIC – FORCE -- RESISTING SYSTEM ANALYSIS PROCEDURE 150 PSF 30 PSF 20 PSF 14 PSF 1.0 1.0 1,0 90 MPH 1.0 I C 10.18 1 0.28 0.11 D 0,056 W BEARING WALL – ORDINARY REINFORCED CONCRETE SHEAR WALLS EOUIVALEN7 LATERAL FORCE PROCEDURE 2. THE SHELTER IS TO BE CLASSIFIED AS USE GROUP U, TYPE IIB CONSTRUCTiflN PER THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, EFFECTIVE NOVEMBER 15. 2005 AND IBC – 2003. 3. THIS SHELTER IS TO BE DESIGNED AND CONSTRUCTED IN COMPLIANCE WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, EFFECTIVE NOVEMBER 16, 2005. C BUILDING WILL BE PLACED ON CONCRETE PIERS. 5. BUILDING SHALL BE LOCATED THREE FEET (3' -0 ") OR MORE FROM ANY PROPERTY LINE, INTERIOR LOT LINE OR ANY OTHER BUILDING. to CHURCH AVENUE, SI PLAZASUITE ROANOKE, VIRGINIA 2401 Sen2.08M FAKS40-M-II1I veriest wireless 1 831 RADY COURT RICi4MOND, VA 23222 � OF �NNIN SMART P. PATTERSON Lic. No. 41047 > t `l II �FSS�ONA� E�G� SITIEW; HOLLYMEAD COLLOCATE SELF SUPPORT 1750 AIRPORT ROAD CHARLOT1 EWI LE, VA 22901 ALBEMARLE COUNTY DtSI(ft )m DMWN R8 REVEiN: Wm TIYDATE DULL 7 COW1. NJ SUBMfTTALS DeXPrrK)N DATE MOB 7/13/07 14/07/07 r IL Al 9i£T r*m SHELTER ELEVATIONS pffrND: A- I s 382 S]`'�' Np m m 0 �gka'• �o UNITED STATES POSTAL SERVICE r PARCEL ID 1 032OD00D00402 PROP, ADDR 3590 CRUM FDRKS BLVD ZONED - UGKr rQUS1RY DECO BOOK 7376/PAOE 427 ACRES - 9.3630 i p �y / /i/ • EX7517NG ti; ,'ENISD = BUILDIN G I 1 1 1, x\m\*400 ¢ OF fp/p vHUB A H HUB NO TACK ELEVATION - 0506 X4 } 4• / AIRPORT P REEL ib I I03izE MI PARTNERSHIP DD PROP MDR 7770 AIRPORT ROAD u8 AND TACK • *� ELEVATION � s m TBM 13 HUB AND TACK ELEVATION - 626.54 POST `OFFICE LAND TRUST iEUAI7C tiE ID K �3L TRICT � ACRES - S.i400 6 ',` 'Y ', r POST OFFICE LAND TRUST ZONEOOEED H¢¢HEE110 AIOISTRfCi ♦'�rS\ ACRES - Z.OIDO POST OFFICE LAND TRUST PARCEL 1D 012 1 RO ZONED - NEIGH06A p$TAICT DEED DOOR 2RD1 /PAGE 55 ACRES - 4.0800 TURNER, DAVID P. PARM 50 / D320000000 1DD PROP. MDR 500 LOBLOLLY LANE ZONED - RURAL AREAS DEED BDOX 1369 /PAGE 271 ACRES - 7.1910 /All STDRCCE SSGEMT" C PAL ID% 000000041 PRDp. ADDR 3466 SEODML.E TRL ZONED - HXRINAY COL,NERCIAL DEED BOOK 1921 /PARE 473 ACRES - 5.7590 2011ED - COMMERCNL DEED BOOK :1B(PAGE 311 ACRES I.DR80 CATON, DOUOLS E. PARCEL ID 032000OOWAt RD ZONED - l AY COM,,RCIV DECD BDOX 803 /PAGE +LDP ACRES - 1.4200 FOR 24' X 36' PLOT - 1' - 60' D 30' fib' 120 5URVEY AND-SITE-RAN FOR 11' X 17' PLOT - 1' - 120' SURVEY NOTES 1. TOPOGRAPHIC INFORMATION WAS TAKEN FROM A TOPOGRAPHIC SURVEY PERFORMED BY CAUSEWAY CONSULTANTS, P.G., CHESAPEAKE, VIRGINIA ON 06/27/07, METES AND BOUNDS WERE COMPILED FROM PLATS AND /OR DEEDS OF RECORD. NO BOUNDARY SURVEY WAS PERFORMED BY CAUSEWAY CONSULTANTS, P.C. 2. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH /REPORT AND MAY NOT SHOW ANY /ALL EASEMENTS AND RESTRICTIONS OF RECORD THAT MAY EFFECT THE SUBJECT PROPERTY_ 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 01400 EFFECTIVE DATE 2/4/05. 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 0859WED. 8. NO WETLAND AREAS HAVE BEEN DELINEATED. 9. ALL PHYSICAL EVIDENCE OF UTILITIES SHOWN ON THIS SURVEY IS FROM SURFACE EVIDENCE. 10. THE TEMPORARY BENCHMARKS ARE HUB AND TACK. BENCHMARK #1 ELEVATION = 615.16', BENCHMARK R'2 ELEVATION - 623.91', BENCHMARK #2 ELEVATION = 626.54'. 11, BASED ON THIS SURVEY, THE EXISTING TOWER HAS BEEN CERTIFIED BY CAUSEWAY CONSULTANTS, P.C. THAT THE COORDINATE LOCATION OF THE REFERENCED TOWER AT THE REFERENCED SITE IS ACCURATE WITHIN 50't HORIZONTALLY AND THE ELEVATION IS ACCURATE WITHIN 20't VERTICALLY. THE HOR €ZONTAL DATUM (COORDINATES) ARE IN TERMS OF THE NORTH AMERICAN DATUM OF 1983 (NAD 83) AND ARE EXPRESSED AS DEGREES, MINUTES, AND SECONDS. THE VERTICAL DATUM (ELEVATIONS) ARE IN TERMS AS DEFINED BELOW AND ARE DETERMINED TO THE NEAREST TENTH OF A FOOT. EXISTING SELF SUPPORT TOWER MAD 1983 LATITUDE: 38' 07' 52.49" N LONGITUDE: 78. 26' 30.04" W NAVD 88 ELEVATION: 612' IO CHURIZH AVENUF. SE PLAZA SURE 2 RQ*J OKE, VIRGINIA 2401 1 540.96Z-0900 FAX$4M'II83 Y W.cLm9N ciftCON p verem Wifeless 1831 RADY COURT WCHMOND, VA 23222 ?ART P. PATIERSON x 8 Lic. No, 41047 > FSS��NAi. LNG SITE "to-. HOLLYMEAQ COLLOCATE SELF SUPPORT 1750 AIRPORT ROAD CFIARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY VE5ICK m T2MVA.1: FB REVL'.1ff: RM TTVDATL' OWJW COh1H. N4. SUBMITTALS SYM. DESCRIPTION DATE Ap RE04na Y SRE PLAN MOB 7/53/0'. NAL 20MN0 DN05 11/07/0 SHEETN,AME: SURVEY AND SITE PLAN SHEET N04 c— I /cam EA7ERNG R' TREE O cx1S711JG 6u11DlNG CROWN COMMUNICATIONS INC. PARCEL Itl f 03200DDOD041A1 ZONED - RURAL AREAS DEED OWN 1380 /PACE 271 m0t-D AREA -- 'Y ', r POST OFFICE LAND TRUST ZONEOOEED H¢¢HEE110 AIOISTRfCi ♦'�rS\ ACRES - Z.OIDO POST OFFICE LAND TRUST PARCEL 1D 012 1 RO ZONED - NEIGH06A p$TAICT DEED DOOR 2RD1 /PAGE 55 ACRES - 4.0800 TURNER, DAVID P. PARM 50 / D320000000 1DD PROP. MDR 500 LOBLOLLY LANE ZONED - RURAL AREAS DEED BDOX 1369 /PAGE 271 ACRES - 7.1910 /All STDRCCE SSGEMT" C PAL ID% 000000041 PRDp. ADDR 3466 SEODML.E TRL ZONED - HXRINAY COL,NERCIAL DEED BOOK 1921 /PARE 473 ACRES - 5.7590 2011ED - COMMERCNL DEED BOOK :1B(PAGE 311 ACRES I.DR80 CATON, DOUOLS E. PARCEL ID 032000OOWAt RD ZONED - l AY COM,,RCIV DECD BDOX 803 /PAGE +LDP ACRES - 1.4200 FOR 24' X 36' PLOT - 1' - 60' D 30' fib' 120 5URVEY AND-SITE-RAN FOR 11' X 17' PLOT - 1' - 120' SURVEY NOTES 1. TOPOGRAPHIC INFORMATION WAS TAKEN FROM A TOPOGRAPHIC SURVEY PERFORMED BY CAUSEWAY CONSULTANTS, P.G., CHESAPEAKE, VIRGINIA ON 06/27/07, METES AND BOUNDS WERE COMPILED FROM PLATS AND /OR DEEDS OF RECORD. NO BOUNDARY SURVEY WAS PERFORMED BY CAUSEWAY CONSULTANTS, P.C. 2. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH /REPORT AND MAY NOT SHOW ANY /ALL EASEMENTS AND RESTRICTIONS OF RECORD THAT MAY EFFECT THE SUBJECT PROPERTY_ 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 01400 EFFECTIVE DATE 2/4/05. 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 0859WED. 8. NO WETLAND AREAS HAVE BEEN DELINEATED. 9. ALL PHYSICAL EVIDENCE OF UTILITIES SHOWN ON THIS SURVEY IS FROM SURFACE EVIDENCE. 10. THE TEMPORARY BENCHMARKS ARE HUB AND TACK. BENCHMARK #1 ELEVATION = 615.16', BENCHMARK R'2 ELEVATION - 623.91', BENCHMARK #2 ELEVATION = 626.54'. 11, BASED ON THIS SURVEY, THE EXISTING TOWER HAS BEEN CERTIFIED BY CAUSEWAY CONSULTANTS, P.C. THAT THE COORDINATE LOCATION OF THE REFERENCED TOWER AT THE REFERENCED SITE IS ACCURATE WITHIN 50't HORIZONTALLY AND THE ELEVATION IS ACCURATE WITHIN 20't VERTICALLY. THE HOR €ZONTAL DATUM (COORDINATES) ARE IN TERMS OF THE NORTH AMERICAN DATUM OF 1983 (NAD 83) AND ARE EXPRESSED AS DEGREES, MINUTES, AND SECONDS. THE VERTICAL DATUM (ELEVATIONS) ARE IN TERMS AS DEFINED BELOW AND ARE DETERMINED TO THE NEAREST TENTH OF A FOOT. EXISTING SELF SUPPORT TOWER MAD 1983 LATITUDE: 38' 07' 52.49" N LONGITUDE: 78. 26' 30.04" W NAVD 88 ELEVATION: 612' IO CHURIZH AVENUF. SE PLAZA SURE 2 RQ*J OKE, VIRGINIA 2401 1 540.96Z-0900 FAX$4M'II83 Y W.cLm9N ciftCON p verem Wifeless 1831 RADY COURT WCHMOND, VA 23222 ?ART P. PATIERSON x 8 Lic. No, 41047 > FSS��NAi. LNG SITE "to-. HOLLYMEAQ COLLOCATE SELF SUPPORT 1750 AIRPORT ROAD CFIARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY VE5ICK m T2MVA.1: FB REVL'.1ff: RM TTVDATL' OWJW COh1H. N4. SUBMITTALS SYM. DESCRIPTION DATE Ap RE04na Y SRE PLAN MOB 7/53/0'. NAL 20MN0 DN05 11/07/0 SHEETN,AME: SURVEY AND SITE PLAN SHEET N04 c— I ♦ 1 ♦ ♦ ♦ ♦ ♦ ♦ ♦\ I s �o P!N(F) EXISTING FENCED CTMPDUND 1 5, 1 EXISTING V0ICESTR&W ` 10' X 1D' CONCRETE PAD �, �♦ I♦ ♦ 1 I `1I , ,r I +� f � T ExrsTrNG R' �LRAVEL R0A0 1 ' I 551 I ; I 1 I �I j 5 �EXISTING 55 ' rR44rE • 1 I 4 I 1 1 I f I 5 15 14 1 C -2 EXIERNC NTELOS ID' x rs' COUIPMENT SHELTER C 15 WO US CELLULAR ` 11 ` I ( EXISTING ICE BRIDGE 1 r,z5' x r6' r EOUIPAlrNT SHET TER \ \ 5 CONSTRUCTION NOTES ❑1 NEW 12' X 30' VERIZON WIRELESS EOUIPMENT SHELTER. SEE DETAIL 1, SHEET A--1. O2 NEW VERIZON WIRELESS 785 SF FENCED COMPOUND EXTENSION. SEE DETAIL 1, SHEET C -4. O NEW VERIZON WIRELESS 800 SF LEASE AREA EXISTING ONGULAR * c oaruoc — ' ♦ ♦ ; 8.15' X 8.5' CONCRETE ]�9D \\ ♦ 4� NEW VERIZON WIRELESS 4' X 4' CONCRETE STOOPS (TYP OF TWO). ;' 1 - - ♦ \, ` \♦ 5� NEW VERIZON WIRELESS CONCRETE PIERS. - - -- - -~ s i> &❑ INSTALL NEW GRAVEL WITHIN LILOTS OF COMPOUND, SEE DETAIL 1, SHEET C -6. EXISANG NEW VERIZON WIRELESS ICE BRIDGE ICE B!ikE € 1 1 I (� NEW VERIZON WIRELESS 20' WIDE INGRESS /EGRESS EASEMENT. - r XISANG 148' SELF 1 SIIPPDRT TDWET7 1 1 1 11 1 g� NEW VERIZON WIRELESS UTILITY SERVICE STAND. 10 NEW VER170N WIRELESS PANEL ANTENNAS, SEE ELEVATION VIEW, SHEET C -3. 1 It 11 NEW SILT FENCE. SEE DETAIL 3, SHEET C -4, 5 -- 4.2' 1 5.0' I i1 II I €1 5 I Iu'i 1 3 II 1 II 1� 3 €€ I 1 I --- -- -- - in B 5 ` 2 t 1 FOR 24' x 36` PLOT - 1' = 5' FOR 11' x 17• PLOT - 1' - 10' Consulting Engineer, 1 O C HUA04AVENUE, 51 P€AZASUITE: ROAN04Z VIRGINIA 2401 S*M-08W Fm$0 -m-IIB ve"M wireless 1831 RADY =JRT RICHMOND, VA 23222 OP 11'11kN STUART R PATiERSON Llc. No, 41047 710' S/ONAL S11f1WQ= HOLLYMEAD COLLOCATE SELF SUPPORT 1750 AIRPORT ROAD CHARLOTTESMILLE, VA 22401 ALBEMARLE COUNTY Draw&: R-RTNO- Mina ENLARGED SITE PLAN C-2 SITE NOTES 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL ASSUME THE RESPONSIBILITY OF LOCATING ANY UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) TENT MAY EXIST AND CROSS THROUGH THE AREA OF CONSTRUCTION THAT ARE NOT SHOWN ON THESE PLANS. BEFORE YOU DIG, CALL 'MISS UTILITY" AT I -BOD- 552 -7001, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. -- - - - - -- 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED 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 FUNCTIONING AS INDICATED, 3. THE STOCKPILING OF EXCESS MATERIAL ON SITE WILL NOT BE ALLOWED. 4. ANY VEGETATED AREA DISTURBED BY CONSTRUCTION SHALL BE TOPSDILED AND SEEDED TO RESTORE P1N(Fj A PERMANENT VEGETATIVE COVER. i 5. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION. SAFETY 1S THE RESPONSIBILITY OF THE CONTRACTOR. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH OSHA REQUIREMENTS. 6. THE CONTRACTOR IS RESPONSIBLE FOR SITE LAYOUT AND CONSTRUCTION STAKING. LOCATION OF EXISTING STRUCTURES AND UTILITIES MUST BE CONFIRMED BY THE CONTRACTOR. 7. ALL WORK SHALT BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL CODES OR ORDINANCES. I DEMOLITION NOTES tO 39.6 LF OF EXISTING FENCE TO BE REMOVED AND OR RELOCATED. CONSTRUCTION NOTES ❑1 NEW 12' X 30' VERIZON WIRELESS EOUIPMENT SHELTER. SEE DETAIL 1, SHEET A--1. O2 NEW VERIZON WIRELESS 785 SF FENCED COMPOUND EXTENSION. SEE DETAIL 1, SHEET C -4. O NEW VERIZON WIRELESS 800 SF LEASE AREA EXISTING ONGULAR * c oaruoc — ' ♦ ♦ ; 8.15' X 8.5' CONCRETE ]�9D \\ ♦ 4� NEW VERIZON WIRELESS 4' X 4' CONCRETE STOOPS (TYP OF TWO). ;' 1 - - ♦ \, ` \♦ 5� NEW VERIZON WIRELESS CONCRETE PIERS. - - -- - -~ s i> &❑ INSTALL NEW GRAVEL WITHIN LILOTS OF COMPOUND, SEE DETAIL 1, SHEET C -6. EXISANG NEW VERIZON WIRELESS ICE BRIDGE ICE B!ikE € 1 1 I (� NEW VERIZON WIRELESS 20' WIDE INGRESS /EGRESS EASEMENT. - r XISANG 148' SELF 1 SIIPPDRT TDWET7 1 1 1 11 1 g� NEW VERIZON WIRELESS UTILITY SERVICE STAND. 10 NEW VER170N WIRELESS PANEL ANTENNAS, SEE ELEVATION VIEW, SHEET C -3. 1 It 11 NEW SILT FENCE. SEE DETAIL 3, SHEET C -4, 5 -- 4.2' 1 5.0' I i1 II I €1 5 I Iu'i 1 3 II 1 II 1� 3 €€ I 1 I --- -- -- - in B 5 ` 2 t 1 FOR 24' x 36` PLOT - 1' = 5' FOR 11' x 17• PLOT - 1' - 10' Consulting Engineer, 1 O C HUA04AVENUE, 51 P€AZASUITE: ROAN04Z VIRGINIA 2401 S*M-08W Fm$0 -m-IIB ve"M wireless 1831 RADY =JRT RICHMOND, VA 23222 OP 11'11kN STUART R PATiERSON Llc. No, 41047 710' S/ONAL S11f1WQ= HOLLYMEAD COLLOCATE SELF SUPPORT 1750 AIRPORT ROAD CHARLOTTESMILLE, VA 22401 ALBEMARLE COUNTY Draw&: R-RTNO- Mina ENLARGED SITE PLAN C-2 Consulting Engineers I C CHUAQ 1 AVENUE, SE ftAZA$uHE2 TOP OF EIGSTJHG TOWER I4Bi AGL- - - - - - - - - 44- -(6' EXISTING NTELOS PANEL ANTENNAS - - - - - - DESCFPIION ROAf4MVFrMIk24011 sloseAaso FN Swvrz lf® (12) PROPOSED VERIION WIRELESS ANTENNAS HEIGHT = 146' AGL 4 RAD Z� WA1A''n,WaJD®i _�1 ANTUL 41CDEL BSA 16509J12 - - - - � - REIGHI a 138' AGL 0 RAD € r a 9 EXISTING CIRCULAR PANEL ANTENNAS o pHIN4Y ELEVATION VIEW HEIGHT . 1SY AGt 0 RAD f � " vier %t "fireless (9 CX15TING VOICESTREAR PANEL 1831 RAOY COURT H - - - HFN;HI a 120' ACL 0 RAD - - - RICK60ND, VA 23222 (4j gISTINC US CELLULAR PANEL ANTENNAS HEIGHI 110' AOL 0 RAD j AA�2 T VALMONT P/N OD0094 r STUART P, PF411ERSON Lic. No. 41047 a MOIVT T —FRAME DETAIL Po _Z _off NoAO ��Q. .�' FSSSi0NM- FAG rte rsa: FXSTING 148' SELF SUPPORTING IATTfcE TOWER SEE SHEET C -2 TOR ACTUAL FINISHED ELEVATIONS. ELEVATION VIEW NOT TO SCALE HOLLYMEAD COLLOCATE SELF SUPPORT 1750 AIRPORT ROAD CHARLOTTESVILLE, VA 22901 ALBEMARLE COU NTY DMTI: A DIV": to PROPOSED VCRIZON WIRELESS IC£ BRIDGE I NOTES: A -' PROPOSED 12' X 30' VERVON WIRELESS 1, ALL ANTENNAS WILL BE COLORED TO MATCH THE EQUIPMENT SHELTER GALVANIZED STEEL FINISH OF THE EXISTING TOWER. 2. THE ANTENNA ARRAY PROPOSED BY VERIZO14 WIRELESS WILL BE OF THE SAME SCALE AS THE EXISTING ANTENNAS LOCATED ON THE TOWER m SIK DESCFPIION R[LWr SIZE PWl L,1 Z� pHIN4Y ELEVATION VIEW .1 C -3 pjffm14F0 c01e3loe L w 7 12' NOT TO SCALE FEN REFERENCE NQT£S__: O] CORNER. END DR PULL POST 3' NOMINAL SCHEDULE 44 PIPE. OLINE POST: 2 1/2" SCHEDULE 40 PIPE, PER ASTM- FI463. LINE POSTS SHALL BE EQUALLY SPACED AT kWIMUM W -0' OC OTOP RAIL & BRACE RAIL: 1 1/2" PIPE, PER ASTM- F1063. aFABRIC 9 GA CORE WIRE SIZE 2' MESH, CONFORMING TO ASTM -A392. OTIE WIRE: MINIMUM 11 GA GALVANIZED STEEL AT POSTS AND RAILS A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE BY HOG R190S SPACED MAX. 24' INTERVALS. © TENSION WIRE: 9 CA GALVANIZED STEEL OBARBED WIRE: DOUBLE STRAND 12 -1/2' OD TWISTED WIRE TO MATCH WRIT FABRIC 14 GA, 4 POINT BARBS SPACED ON APPROXIMATELY 5' CENTERS. ® STRETCHER BAR. ® 3/8- DIAGONAL ROD WITH GALVANIZED STEEL TURNBUCKLE OR D140ONAL THREADED ROD. FENCE CORNER POST BRACE: 1 5/8" OLA EACH CORNER EACH WAY. ] ] 1 1/2" MAXIMUM CLEARANCE FROM GRADE, 2' FINISH OR AS DETERMINED BY CONSTRUCTION MANAGER DURING 80 WALK. 4' COMPACTED 95% BASE MATERIAL OR AS OMRMINED BY CONSTRUCTION MANAGER DURING BID WALK. FINISH GRADE SHALL BE UNIFORM AND LEVEL GATE POST 4'. SCHEDULE 40 PIPE. FOR GATE WIDTHS UP THRU 7 FEET OR 14 FEET FOR DOUBLE SWING GATE, PER ASTM-F1D63. GATE FRAME: 1 1/2' PIPE, PER ASTM- 1`1063. GATE LOCKING DEVICE (OFCI) 11' L] $ 1 -1/2 PAIR INDUSTRIAL MALLEABLE IRON OFFSET PIN HINGE (PAGE- WILSDN M -5 OR EQUAL) ] g NOT USED GEOTETCTILE FABRIC 2 LINE POST: CONCRETE FOUNDATION (200D PSI) CORNER POST. CONCRETE FOUNDATION (2000 PSI) GATE POST: CONCRETE FOUNDATION (20DO PSI) 'ENERAL NOTES: 1. INSTALL FENCING PER ASTM F -567 2. INSTALL SWING GATES PER ASTM F- 9DO 12' 3, LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT SHALL BE COMPLIED IF REQUIRED. 4. POST k GATE PIPE SIZES ARE INDUSTRY STANDARDS. ALL PIPE TO BE 1 1/2' GALV (HOT DIP, ASTM A120 GRADE 'A' STEEL). ALL GATE FRAMES SHALL BE WELDED. ALL WELDING SHALL BE COATED WITH (3) COATS OF COLD GALV (OR EQUAL). 5. ALL OPEN POSTS SHALL HAVE END -CAPS. 6. USE GALVANIZED HOG -RING WIRE TO MOUNT ALL SIGNS. 7. ALL SIGNS MUST BE MOUNTED ON INSIDE OF FENCE FABRIC. SECTION - LEASE AREA NOT TO SCALE CONSTRUCTION OF A SILT FENCE 1. SET THE STAKES. (WITHOUT WIRE SUPPORT) 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. SILT F NOT TO SCALE i FLOW I�TII - -I NO.57 COARSE AGGREGATE BOTTOM LAYER OF MiRAFI HP570 GEOSYNTH0C. EXTEND 2' BEYOND TOE OF AGGREGATE SLOPE. ALL AROUND. 6' MINIMUM COMPACTED SUBGRADE 2. EXCAVATE A 4"X4' TRENCH UPSLOPE ALONG THE LINE OF STAKES. l � f - {I 4- -lilt � 4. BACKFILL AND COMPACT SHEET FLOW INSTALLATION THE EXCAVATED SOIL (PERSPECTIVE VIEW) 1 A A FLOW _ J h.I FLOW r It_iJ 4 POINTS A SHOULD BE HIGHER THAN POINT B ORAINAGEWAY INSTALLATION (FRONT ELEVATION) SF Consulting Engineers 10 CHURCH AVENUE, SE PLAZA SUrrE 2 RCW401Z VIRGINIA, 24011 S1U98 aW FAX$40-"2.1183 F verrM wireless 1831 RADY COURT RICHMOND, VA 23222 r. , Nz' OF 3% STUARi P. PATTERSON Luc. Flo. 41047 � SIIR mh HOLLYMEAD COLLOCATE SELF SUPPORT 1750 AIRPORT ROAD CHARLOTTESMLLE, VA 22901 ALBEMARLE COUNTY neslcrk Y+B pµllWhk J� gy�,v RwA �T1V DATL• ONI�DATE oNl� CoMpt No. SUBMITTALS M. DMCNP1fON DATE a REUMI"Rr sn r,AK DWM 7 /1a /o m zogwG DWGS 11/07/C CIVIL DETAILS 9117 Nt04 C -4 IP, 2P, & 3P A/C AFF AFF AGL APPROX SINGLE POLE, TWO POLE, & THREE POLES AIR CONDITIONING ABOVE NI ABOVE FINISH FLQOR ABOVE GROUND LEVEL APPROXIMATELY NEUT N HA N1C NIS OFCI NEUTRAL NORTH NOT APPLICABLE NOT IN CONTRACT NOT TO SCALE OWNER FURNISHED, CONTRACTOR INSTALLED EXI51IN COi� NEW CONCRETE 7Comidting eers UE,SE ASTIR AWG A OR AMP BLDG BLK BMR B/S CU CO AMERICAN SOCIETY FOR TESTING AND MATERIALS AMERICAN WIRE GAUGE AMPERE BUILDING BLOCK BASE MOBILE RADIO BUILDING STANDARD COPPER CLEAN OUT OC OD OPNG OHT /OHP OHP OHT OZ PG ON CENTER OUTSIDE DIAMETER OPENING OVERHEAD TELEPHONE /OVERHEAD POWER OVERHEAD POWER OVERHEAD TELEPHONE OUNCE PAGE - -- ---- , - .— . — PROPERTY LINE SETBACK UNE LEASE AREA EASEMENT ITE2 24011 2I163 vm�vaApj24x Nc0t1 C CB CKT CLG CO CDNC CONST CONE CONDUIT SIZE AS NOTED CIRCUIT BREAKER CIRCUIT CEILING CLEAR CONCRETE CONSTRUCTION CONTINUOUS PIN (F} PINS PJF PLYWD PR PROD PROP PSI PIN FOUND PIN SET POLYVINYL JOINT FILLER PLYWOOi! PAIR PROJECT PROPERTY PER SQUARE INCH SJp/P 13 BUILDING (FOOTPRINT) POWER POLE TT3.EPHONE /FIBEROPVC PEDESTAL verizw wireless 1831 RADY CDL1Ri RICHMOND, VA 23222 CFCI DU DBL DIA, 0 DLAG DIM ON DET, DER OwC DEC E EA EL, ELLY ELECT EQ EQUIP EW EXIST/Ex EXT EMT EC FIN FLUOR FT GRS G OR GRD GA GC GPs GWB HARD'WD HEC HORIZ HR HT 10 IN CONTRACTOR FURNISHED CONTRACTOR INSTALLED DEED BOOK DOUBLE DIAMETER DIAGONAL DIMENSION DOWN DETAIL DRAWING DUAL ELEMENT FUSES EAST EACH ELEVATION ELECTRICAL EQUAL EACH WAY EACH WAY EXTERIOR ELECTRICAL METALLIC TUBING EMPTY CONDUIT FINISH FLUORESCENT FOOT GALVANIZED STEEL CONDUIT GROUND GAUGE FZE D) GENERAL CONTRACTOR GLOBAL POSITIONING SYSTEM GYPSUM WALL BOARD HARDWOOD HIGH STRENGTH HORIZONTAL HOUR HEIGHT HEATING, VENTILATION AND AIR CONDITIONING O>A INCH PSF PT PVC RAD RECEPT REQ'D RM RO S SW SCH SHT Sim SPEC SO SS 5TL STRUCT SUSP THRD THRU TM TNND sYP UON UG Vi RT VT w/ WDW W W/o W WP xFRM PER SQUARE FOOT PRESSURE TREATED SCHEDULE 40 PLASTIC CONDUIT. RADIATION RECEPTACLE REQUIRED ROOM ROUGH OPENING SOUTH SWITCH SCHEDULE SHEET SIMILAR SPECIFICATION SOUARE STA#NLESS STEEL STEEL. STRUCTURAL SUSPENDED THREADED THROUGH TAX MAP TINNED TTYPICAi CONCRETE UNLESS OTHERWISE NOTED UNDERGROUND FIELD VINYL TILE WITH WINDOW WEST WITHOUT WATTS WEATHERPROOF TRANSFORMER ANGLE ANGLE LAE r^ 1 ! °� �+ ��- — — ^- 4- .��- ,.._�� �. f'• �y fit OVERHEAD ELECTRIC CONTOURS SPOT ELEVATION ASPHALT FENCE TOP OF SLOPE TEMPORARY BENCHMARK Gay TREEUNE TREE DEMOLITION H op r ❑ {�� I STUART UR P. P TTERS�N . (� ,.w Lic, NO. 41047 ►9 3 j]] S�ONA� SHP40: HOLLYMEAD COLLOCATE SELF SUPPORT 1750 AIWRT ROAD CPARLOiTESMUE, VA 2290 1 INFO INFORMATION ALBEMARLE COUNTY INS INSULATION & AND t Y8 KIN (S) LO MAX MECH KILOWATTS D(5) LONG MAXIMUM MECHANICAL Q FL CENTER LINE PROPERTY LINE, PLATE afivR TrvTE i CQMFl NO. MTL MFR MGR MIN METAL MANUFACTURER MANAGER MINIMUM 0 + AT NUMBER SUBMITTALS SrM DATE NWMWAY WE Pwr owns 7 /13 /oY MSC MPH MTO MSCELLANEOUS MILES PER HOUR MOUNTED Iwi 20WHO nwcs vo > /cr Al = REVISION L ELEVATION = NORTH ARROW ❑ REFERENCE 1 =NOTE REFERENCE T -2 StUTNve O I i -2 = DETAIL 1 REFERENCE T -� = SECTION REFERENCE n Nx = WITH MAGNETIC NORTH ARROW DECLINATION LEGEND AND ABBREVIATEONS DETAIL REFERENCE 1 T -2 ABBREVIATIONS & SYMBOLS LIST LEGEND T-2