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Home My WebLink AboutSDP200900010 Plan - Approved 2009-03-09II C CTS FINAL SITE PLAN SUBMISSION 1530 AVON STREET EXTENDED CHARLOTTESVILLE, VA. 22902 GENERAL SITE INFORMATION ZONING REF. ITEM 32.5.3 WANED DEPARTMENT OF CO MUNITY VELOPMENT NONE IDENTIFIED 32.5.3 VARIATKM BUILDING A = 16-6', BUILDING B = 27-6•, BUILDING C = 23'-6', BUILDING D = 234' VARIATION IS REQUESTED FOR ALBEMARLE COUNTY CODE 18412.16 32.5.6A REQUEST SUBMITTED WIT„ PRELIMINARY SITE PLAN DUBMITTAL 32.5.3 SUBSTITUTION REQUESTS DEPARTMENT OF FI RESCUE NONE IDENTIFIED 32.5.6A NAME OF DEVELOPMENT MIN. REO'D.MAX. CITY OF CHARLOTTESVILLE AVON STREET CTS OPERATIONS CENTER 32.5.6.A OWNERIDEVELOPER CTS ADMINISTRATION CITY OF CHARLOTTESVILLE -2.5.6A SITEPLAN SUBMISSION DRAWINGS PREPARED BY: 32.5.6A VMDO ARCHITECTS. P.C., ARCHITECT -OF -RECORD WA PS AMERICAS, INC., CIVIL ENGINEERING AND FLEET CONSULTING 78 2RW CONSULTING ENGINEERS, MEP ENGINEERING 32.5.6.A EXISTING SURVEY 32.5.6A KIRK HUGHES 6 ASSOCIATES, MARCH 8, 2005 32.5.6A TAX MAP DEPARTMENT OF CO MUNITY VELOPMENT PLANNER/ZOI NG D9 09 REFER TO DRAWINGS BUILDING A = 16-6', BUILDING B = 27-6•, BUILDING C = 23'-6', BUILDING D = 234' INSPECTIONS 32.5.6A ZONING - PARKING SCHEDULE 5 DEPARTMENT OF FI RESCUE REFER TO DRAWINGS q'f1 TA ALBF.MARLE COUNTY SERVICE THORITY((6v MIN. REO'D.MAX. SPECIAL USE PERMIT ACTUAL HEALTH DEPARTMENT CTS ADMINISTRATION NONE REWIRED S-8, SITE DEMOLITION PLAN - EXTENDED AREAS 11 32.5.6A ZONING PROFFERS WA WA 78 NONE IDENTIFIED FULL-TIME EQUIVALENTS WA 32.5.6A BONUS FACTORS 24 EMPLOYEE PARKING 48 VCA 51 R-4 TO R-13, AVON STREET SECTIONS 32.5.6A MAGISTERIAL DISTRICT 2 3 DP -7 TO DP -11, SANITARY SEWER PROFILES SCOTTSVILLE DISTRICT 3 4 3 LINDSAY G. DORRIER, JR., SUPERVISOR TOTAL PARKING 50 60 WILLIAM B. CRADDOCK, COMMISSIONER 32.5.6.8 MAXIMUM AMOUNT OF IMPERVIOUS COVER ON SITE 32.5.6A CDUNTYISTATE SF IMPERVIOUS ALBEMARLE, VIRGINIA 32.S6A PRESENT USE OF ADJACENT PROPERTIES REFER TO DRAWINGS SF PAVED AREAS 141,8207 PROPERTY SETBACKS 32.5.6.E RESERVOIR WATERSHED BUILDING: 50' FROM PUBLIC STREET RIGHT OF WAY THE SITE IS NOT LOCATED WITHIN A RESERVOIR WATERSHED PARKING: 10' FROM PUBLIC STREET RIGHT OF WAY 32.5.6.8 PROPOSED PROPERTY USES ACREAGE BLDG SF PROFESSIONAL OFFICE BUILDING 0.21 9,026 CONCRETE CONTRACTOR'S OFFICE AND EQUIPMENT STORAGE YARD 0.46 20,921 PASSENGER VEHICLE PARKING WAREHOUSE 0.071 3,113 STORMWATER MANAGEMENT 0.558 24,347 BiORLTRATION BASINS 0.246 10,753 STORMWATER PONDS 0.312 13,594 ASPHALT OPEN SPACE ' 0 0 CTS VEHICLE T& WELWAYS TOTAL 1.319 57,407 TOTAL LIGHT INDUSTRY USES CONCRETE 33,090 ' OPEN SPACE USED FOR STORMWATER MANAGEMENT HAS BEEN INCLUDED IN THE STORMWATER ACREAGE CALCULATION. 32.5.6.8 OPEN SPACE TOTAL SITE ACREAGE 7.54 OPEN SPACE ACREAGE 0.312 PERCENTAGE OPEN SPACE 4.1% 32.5.8.8 MAXIMUM NUMBER OF EMPLOYEES ACTUAL EMPLOYEES 78 FULL TIME EQUIVALENTS 48 32.5.6.15 STANDARD RATIOS ALLOWABLE ACTUAL TAX MAP 77E2 TOTAL SITE SQUARE FOOTAGE WA 328,299 SF TOTAL BUILDING SQUARE FOOTAGE WA 33,249 SF TOTAL BUILDING FOOTPRWT WA 30,731 SF SITE FLOOR AREA RATIO (FAR) 0.70 0.10 LOTCOVERAGE 0.50 0.09 GENERAL SITE INFORMATION (CONT.) ZONING REF. ITEM 32.5.6.8 HEIGHT OF ALL STRUCTURES DEPARTMENT OF CO MUNITY VELOPMENT PLANNER/ZOI NG D9 09 ENGINEER - BUILDING A = 16-6', BUILDING B = 27-6•, BUILDING C = 23'-6', BUILDING D = 234' INSPECTIONS t aQ 32.5.6.8 PARKING SCHEDULE 5 DEPARTMENT OF FI RESCUE 6 q'f1 TA ALBF.MARLE COUNTY SERVICE THORITY((6v MIN. REO'D.MAX. ALLOW. ACTUAL HEALTH DEPARTMENT CTS ADMINISTRATION 10 S-8, SITE DEMOLITION PLAN - EXTENDED AREAS 11 S-9, SITE UTILITY PLAN NUMBER OF EMPLOYEES WA WA 78 14 FULL-TIME EQUIVALENTS WA WA 48 24 EMPLOYEE PARKING 48 58 51 R-4 TO R-13, AVON STREET SECTIONS VISITOR PARKING 2 2 3 DP -7 TO DP -11, SANITARY SEWER PROFILES ACCESSIBLE PARKING 3 4 3 TOTAL PARKING 50 60 57 32.5.6.8 MAXIMUM AMOUNT OF IMPERVIOUS COVER ON SITE SF IMPERVIOUS 150,733 32.5.6.8 MAXIMUM AMOUNT OF PAVED PARKING AND VEHICULAR CIRCULATION SF PAVED AREAS 141,8207 32.5.6.E RESERVOIR WATERSHED THE SITE IS NOT LOCATED WITHIN A RESERVOIR WATERSHED 32.5.6.N PAVING MATERIAL SCHEDULE ITEM MATERIAL WALKWAYS CONCRETE PASSENGER VEHICLE PARKING ASPHALT PASSENGER VEHICLE TRAVELWAYS ASPHALT EXISTING INGRESS 1EASEMENT ASPHALT CTS VEHICLE PARNING ASPHALT CTS VEHICLE T& WELWAYS CONCRETE DUMPSTER PAW CONCRETE OTHER AS NOTED APPROVALS DATE DEPARTMENT OF CO MUNITY VELOPMENT PLANNER/ZOI NG D9 09 ENGINEER - 2 3 INSPECTIONS t aQ ARB S-2, SITE PLAN - EXTENDED AREAS 5 DEPARTMENT OF FI RESCUE 6 q'f1 TA ALBF.MARLE COUNTY SERVICE THORITY((6v g D VIRGINIA DEPARMENT OF TRANSPORTATION S-6, SITE MATERIALS PLAN - EXTENDED AREAS HEALTH DEPARTMENT S-7, SITE DEMOLITION PLAN VICINITY MAP SHEET INDEX SHEET SHEET NUMBER T-1, TITLE SHEET (THIS SHEET) 1 E-1, EXISTING SITE CONDITIONS 2 3 E-2, EXISTING SITE CONDITIONS - EXTENDED AREAS S-1, SITE PLAN 4 S-2, SITE PLAN - EXTENDED AREAS 5 S-3, SITE GRADING PLAN 6 S-4, SITE GRADING PLAN - EXTENDED AREAS 7 S-5, SITE MATERIALS PLAN 8 S-6, SITE MATERIALS PLAN - EXTENDED AREAS 9 S-7, SITE DEMOLITION PLAN 10 S-8, SITE DEMOLITION PLAN - EXTENDED AREAS 11 S-9, SITE UTILITY PLAN 12 S-10, SITE UTILITY PLAN - EXTENDED AREAS 13 S-11, SITE SIGNING/STRIPING PLAN 14 S-12, SITE SIGNING/STRIPING PLAN - EXTENDED AREAS 15 16-23 S-13 TO S-20, SITE PLAN DETAILS R-1, AVON STREET PLAN & PROFILE 24 R-2, AVON STREET PLAN & PROFILE - EXTENDED 25 R-3, AVON STREET DETAILS 26 ^T_`,6 R-4 TO R-13, AVON STREET SECTIONS DF' -1 TO DP -5, STORM SEWER PROFILES '__1 DP -E, DRAINAGE COMPUTATIONS . DP -7 TO DP -11, SANITARY SEWER PROFILES 43-47 DP -12 TO DP -13, WATERLINE PROFILES 48-49 SWM -1, STORMWATER MANAGEMENT PLAN - EXISTING PHASE 1 AREA 50 SWM -2, STORMWATER MANAGEMENT PLAN - EXISTING PHASE 1 EXTENDED AREA 51 SWM -3, STORMWATER MANAGEMENT PLAN - PROPOSED PHASE 1 AREA 52 SWM -4, STORMWATER MANAGEMENT PLAN - PROPOSED PHASE 1 EXTENDED AREA 53 SWM -5, STORMWATER CALCULATIONS & DETAILS 54 SWM -6 TO SWM -8 STORMWATER/DRAINAGE DETAILS 55-57 SWM -9, ENLARGED PLANTING PLAN 58 SWM -10, ENLARGED PLANTING PLAN 59 ESC -1, EROSION & SEDIMENT CONTROL PLAN - EXISTING 60 ESC -2, EROSION & SEDIMENT CONTROL PLAN - EXISTING EXTENDED AREAS 61 ESC -3, EROSION & SEDIMENT CONTROL PLAN - PROPOSED AREA 62 ESC -4, EROSION & SEDIMENT CONTROL PLAN - PROPOSED EXTENDED AREAS 63 ESC -5 TO ESC -6, EROSION & SEDIMENT CONTROL DETAILS 64-65 PP1.4, PROCESS PIPING DETAILS & SCHEDULE 66 EO.0, LEGEND, SCHEDULES, DETAILS 67 110.1, SITE PLAN 68 110.2, SITE LIGHTING PHOTOMETRIC PLAN 69 REVISION INDEX REV. DATE DESCRIPTION OF REVISION SHEETS REVISED 6/13/2008 100% REVIEW REVISIONS 10/24/2008 VE REDESIGN 10/31/2008 SITE ELECTRICAL REVISION 12/22/2008 SITE ELECTRICAL REVISION 1/12/2009 IWATER UTILITY REVISION Albemarle County Community Development Engineering Review Compliance Cer88rabon I oar* that these final ptom meet to requirertronts of the Albemarle County Zonu g Ordinance, the Water Protection Ordinance, to Subdivision Ordinance, and to Design Standards Manual, and are prepared in accordance with the Engineering Expedited Review Final Plans ChaddmL Signature--d-m�-- Dte I-zfa-o9 LLJ PS AMERICAS, INC. 2333 Alumni Pork Plaza Suite 330 Lexington, KY 40517 (859) 272-5400 FAX 272-6556 job description CITY OF CHARLOTTESVILLE CTS OPERATIONS CENTER 1530 AVON STREET EXTENDED CHARLOTTESVILLE, VA. 22902 W1 q tic. No. 18269 r n.VALO1 drawn by / checked by JRE / DK:M issues and revisions FINAL SITE PLAN j, 13 -JUN -08 FSP REVISIONS 24 -OCT -08 VE REVISIONS 26 -JAN -09 FSP REVISIONS sheet description TITLE SHEET MARCH 17, 2008 I TAX MAP 77-10 LIGHT INDUSTRY TAX MAP 77-08 TAX MAFs 77 -DM - - - - - - FITZGERALD, LORI D LIGHT INDUSTRY HIGHWAY COMMERCIAL 1540 AVON ST EXTENDED CHARLOTTESVILLE VA 22902 EEL R H GARY D OR ELIZABETH M ER, I ENE ELIZABETH CHARLOTTESVILLE VA 22901 f CHARLOTTESVILLE YA_2 2 - - - \`~.�_{ �,. I kj�� rXT - --- - - - - ATE ROUTE 7.4 V — — — — — — — 12' WL R W WIDTH VARIES - n - - - - - - - . -_ s S "$--{•� -- _ _ .S-�-- - —fzSC.SxI _ -s Y48 - T_ s'c n 1 U _ \ - - - - -'N 34'02'11" E 2.D1Pyq- x_7298_. • „ ..=�AIWLt— 34'00 E is 4 `� - - - u = OHET'flt "-- - -." 136.29'_ - __ �--- �, ...L.. _.. ....__.. - ., .. .- 1 DIP lVL _ _ -- _-• . ✓ j �L ._ -"_ 10- PARI N�GJiE� CK / j m_ \ ��F _ fj ' �• e D.B. 292, P 82 \ \ t t•` rw. �. t \ 1 9 WATE M'T ! / gg (� VEPCO-EASEIdENT \'` C S P O M TE \ ' `D.0. 426, P 505 L " ` :, 10DRAINAGE EASEMENT .. - i �__ - I �-,,. OF CRITICAL SLOPE < '1'^ � / 'J `X {;. 50'_IJUILDING SETBACK` _ _ _ _ _ , r 2 9 5 ,;y -. U.P. 957. P 268 ./ �, D.P. FASEMENt „_, �_.., i D.B. 426.Pgg 50; 1 0 \ "`- EXTSTTNG PARKING �-'" } ' _J VEPCG EASEMENT c. / (.- r -D.B. 498. P9 474 / a V �- LOT _TO_REMAIN ^�� t / "T, *I�, >, / EXISTING\ 1 , vim) O t ` EXISTING WHITE/ --V - - - -06&-7 (� tl \ DRAINAGE S LE - % / PINE SCREEN_ / J t3 EXISTING \BUILDING TO o a 6 pIPI I BE RENOVATED m -t-ASTING R4 AGE �11 / I I rol �•�"" �' / ( ` I I ' NORTH CURBLIW OF EXISTING JSCHOOL BUS f/ / US PARNINQ OT TT REMAIN. QQ1 PARKING o-/ / DRIVE f 111I11��'FFtltltltl, f 1 I °°�I `' t I / 1 ` } �I - I ' TO Or RfADED AND / / // —PARKI COYNE & DELANY REPAVE ! THREE7 ACRS ' _ L _ _ - _\ — COMPANY , / ; / - - - - PARCEL �z / SIX ACRE ( ��/I� ' J/1 P#`� TAX MAP 77E1, PARCEL 1D j l\, TArkTAP-7TE2; PARCEL 1LIEBIG PARCEL _ / T MA 7 E1, P CEL 1 /7 REMMN/F COYNE & DELANY COMPANY !� l 2.999 ACRES _ _ RC ) 0 742 ACRES T D.B. 500; Pg 478, Pg 480 PLAT / t CITY OF CHARLOTTESVILLE Inoi /TAX MAP -77E2 f3ARCEL 3_ t f v ! I� D.B. 2055, Pg 714 / 6 a62 -ACRES- '-// / / � CITY OF C�fA�LOTTESVILLE / LIGHT INDUSTRY j J D.B. 639, Pg 191 PLAT �- 30_HACKBERRY / C11Y OF CHAR) UJTE$VILL / / t%(' �� %; / D.B. 904; Pg 209. Pg 214 P�I,qAT - r•1 I D.B. 2878' P 685 I D.B. 957; P� 265, Pg 268 17LAT.iv' ENTRANCE CORRIDOR OVERLAY � 14"HACKBERRY / g ,r•- -� / — 1 DISTRICT / LIGHT INDUSTRY T8' AACRBERR4! ' / D.B. 686, Pq 85 -PLA / I Jr- — ENTRANCE CORRIDOR OVERLAY-'-" --12 HACKBERRY o - - 'L1G�NDQSTRY 1 f \ / / 68 ` / IG T I DU TR . J — D1ST12fC7 _ _ 11r1iACxBERaY a+ NT CRR 0 CURRENT USE: MANUFACTURING ! ,I /' - - - - - St• AACKBER •' XISTING / �J ENTRANQE_CQRRfQ6R 9VRRL7�Y RLC7`� / 720 /GALS' / / ( DC RR �� 1 e / / V� f MATURE / - - .� SANITARY DRAM FIELD SEPTIC TANK / / O f "' _" — 12 HACKBERRY '/ TREES 4,000 SF MINIMUM _ 1 �,, 3s _DQUBLE-tOE14 BER ATO_ REMAIN .. `� / �.._. DISTRIBUTION 1 1 /fI 19' FigCKBERRRY I • �7 1 / �� — "`- ✓ / / i BOX �1 X. % { v' ',.., _ _ - / / /-28`.NACKBERRY • -"-" / .,.. _ - - -� I / FUEL STATION P m 40" DOUBLE POP __"S- - -- DTORMWATER ETENTION — — / wY'/ - kn . EXISTING PUPIL _ TRANSIT 1 DISPATCH I I 7 (L u - R t ,o - \ u �„ \ -- \ f N 32'59 47 E X33-1 - -- - - - _ / N `32 sb 2s�� 34a.ss _ i - r1�3r59 4s" E 283 3s - T.. �l / r _-, % / > " — —21 r»—z z -.y- a j -� �.- - -,r• `„• ��-- �-.- = T _� 7-'6}'VC I 7- ZtZ4 AVON STREET '' "' \ \ _ - - \ - - - _ y r, ~ / _ j PROENT �>f� FENCED STORAGE x�RD r / .�.<�/a r _L /�. l i �-/yf -0F CRITICAL SLOPE �. B U S I N E S S -.......- _ . r--,,••� -� _ -�- �- f - CENTER, INC. ;' I ' ; r -- < t ,- �� RCP SO TAX MAP 77E1.FARDEL 1C ~I ®7-7 xn rte/ ,/ / r CC t ,P r`--D.B. 611; Pg 480, Pg 484 ✓ / / ' t' % k \ / ✓ t Z `�� 1 / , !� p -- - _- -- ._. PLAT D.B. 484, P 557 PLAT _ f7 - -- a R _ 9.. / i / Z�J t a - off.-} _ r % �r//- ' a K 2 \ \�\\ \ L fi` Z179/ FLIGHT INDUSTRY � - ENTRANCE CORRIDOR OVERLAY \ \ / �' 3 rn�.�N-DISTRICT — w / f W \ / tl F; -CURRENT USE: VARIED LIGHT a - EXISTING DRAINAGE SWALE 1 / I'R'C_ rz NDUSTRIAl_ USESFENCED STORAGE YARD EXISTING SALT �f�-- � ,� BARN TO REMAIN �� -- - q �� --- _ _ -/'VIRGINIA SELF a' h \ _ -- - - - -- - - ( - - - - - %I' 'STORAGEFENC a j _ \ / Q \7 BULK MATERIAL S sroRAc YARD- ' ! / ' PARTNERS I, X rING_SPREADER_SHE6 TO REMAIN {j7�% t STORAGE L LC EL2 - -7E2 - - o MAIS7, (SARC�' Iw �_ _ � _ / / ' L, r•�, tY -,� _`�✓ PLAT PLAT 3 U . Sb3 O'Vc P .•� _ _.. 7... �.- / �� .\ � © �770Y.CP_55 -__ _z i^f �\ \ i �` `•, IJ; T ! t� / %/ 1 f/ ENT NCE CONDOR / ✓' / FENCED STORAGE YARD OVERLAY DISTRICT _ _� �J /R"�: afi.Rcp SO RIGHT OF CITY T r /'"•�� / i /T/ // / / / f" `' / L / T �` \\ \ \ / a"`�.... � r / / . == — J �^`ZRP '- . _.._ .- ._ _ _ .._ /.!"/l/ > E HOOK TO z��-- ice` /i -APPROXIMATE EXTENTS- — — — — — — ,=OF CRITICAL SLOPE \� MATCHLINE SHEET E-2 ® LEGEND SANRARY SEWER MANHOLE ® STORM SEWER STRUCTURE SURVEY BENCHMARK CRITICAL SLOPE AREA EXISTING FENCE - - - - PROPERTY UNE APPROW E LIMITS OF D.B. j Pg 228 YEAR FLOOD PLAT A MAP N0. /10'TCP-Ss -,>coo 5100300288➢ / FEBRUARY 4 2005 1.) Horizontal Datum: NAD -83 (Virginia South Zone) 2.) Vertical Datum: NAVD-88 Benchmark: City of Charlottesville GIS Project Station 111 (brass disk), located at the northeast intersection of State Route 631 (5th Street Extended) and the exit romp from the Interstate 64 westbound lane. Elevation = 416.74' Temporary site benchmarks set and shown on map. 3.) This topographic survey was prepared with the aid of aerial photogrammetry performed by Virginia Resource Mapping, with photographs dated April 15, 2004. Only the areas within the survey limits shown hereon were field inspected or verified by Kirk Hughes and Associates. PB AMERICAS, INC. 2333 Alumni Park Plaza Suite 330 Lexington, KY 40517 (859) 272-5400 FAX 272-6556 job description CITY OF CHARLOTTESVILLE CTS OPERATIONS CENTER 1530 AVON STREET EXTENDED CHARLOTTESVILLE, VA. 22902 VMDO PROJECT 050996 drawn by / checked by JFE / DKM TRUE NORTH (3. BUILDING NORTH i0 0 50 100 SCALE OF FEET issues and revisions FINAL SITE PLAN sheet description EXISTING SITE CONDITIONS 03 D`1 D'1 MARCH 17, 2008 VMD0 I■ i w Z J U Q in AVON STREET i6'-PARRIR��ErE�TCR•- z7L — EXIST. PROPERTY _ BOUNDARY AVON STREET - SOUTH AREA °' AVON tTREET 7/7/7 +29.62 32.93 CONST. TYPE CG -11 'i/ ®��i!siisisisisssws'v'� ,��■•�sss�i�i�i!�V±79 46 •inn"�'i`��ii_75; PA14-K-ING 400��'��'� :E��+!: !��6��1 AR' -6 . 50' BUILDING SETBACK r..•_ _ _ _ + 0.61 6 -t -_A2_061 26.72' NEW CURB & GUTTER +95.34 CG -6 (TYP) by 1. FOR GRADING AND DRAINAGE, SEE 13+45.40 o FOR SITE MATERIALS DESIGNATION, Q 18'19 PROVIDE CONST. JT IN CURB 22.16'r5_4 FOR I w S-7 AND GUTTER AT BEGINNING 4. FOR UTILITY LAYOUT, SEE SHEETS S-9 OF RADIUS (JOINT FOR CUT FOR SIGNING AND STRIPING, SEE SHEETS S-11 AND S-12. 6. (TYP) WORK WITHIN AVON STREET RIGHT-OF-WAY, SEE SHEETS R-1 FUTURE CONSTRUCTION) AND R-2. 7. SEE LANDSCAPE SHEETS FOR PLANTING AND BIOFILTER DETAILS. PAINTED PAVEMENT Uj ISLAND 25 0)O' NEW CURB & GUTTER +95.34 CG -6 (TYP) T MATCHLINE SHEET S-1 R25.00 --I L20 7100 q POND +54.50 / EMBANKMENT +54.34 ° ° 67.66' ' o ° R14, / EXISTING ASPHALT ROAD 7 - 6 DETENTION POND AREA - EAST by 1. FOR GRADING AND DRAINAGE, SEE SHEETS S-3 AND S-4. o FOR SITE MATERIALS DESIGNATION, Q SEE SHEETS S-5 AND S-6. 3. FOR I w S-7 T MATCHLINE SHEET S-1 R25.00 --I L20 7100 q POND +54.50 / EMBANKMENT +54.34 ° ° 67.66' ' o ° R14, / EXISTING ASPHALT ROAD 7 - 6 DETENTION POND AREA - EAST AVON STREET - NORTH AREA P12 5-2 14 GUTTER �CG-6 (TYP) —J END CURB CONST. TIED TO EXIST. PAVEMENT M G d LEGEND F7/y 77/7/1r PAYMENT ® .O .•, HEAVYOUTY ASPHALT F7771 PAVEMENT CONCRETE SIDEWALK /CURBGUTTER PROP. LANDSCAPE LANDSCAPESo CONCRETE PAVERS ,u DECKING SHEETS)SEE , GRAM! LANDSCAPE SHETS) CHAIN LINK FENCE CURB & GUTTER RETAINING WALL STEEL BOLLARD NOTES: by 1. FOR GRADING AND DRAINAGE, SEE SHEETS S-3 AND S-4. 2. FOR SITE MATERIALS DESIGNATION, SEE SHEETS S-5 AND S-6. 3. FOR I S-7 AND S-8. 4. FOR UTILITY LAYOUT, SEE SHEETS S-9 AND S-10. 5. FOR SIGNING AND STRIPING, SEE AVON STREET - NORTH AREA P12 5-2 14 GUTTER �CG-6 (TYP) —J END CURB CONST. TIED TO EXIST. PAVEMENT M G d LEGEND F7/y 77/7/1r PAYMENT ® .O .•, HEAVYOUTY ASPHALT F7771 PAVEMENT CONCRETE SIDEWALK /CURBGUTTER PROP. LANDSCAPE LANDSCAPESo CONCRETE PAVERS ,u DECKING SHEETS)SEE , GRAM! LANDSCAPE SHETS) CHAIN LINK FENCE CURB & GUTTER RETAINING WALL STEEL BOLLARD NOTES: by 1. FOR GRADING AND DRAINAGE, SEE SHEETS S-3 AND S-4. 2. FOR SITE MATERIALS DESIGNATION, SEE SHEETS S-5 AND S-6. 3. FOR SITE DEMOLITION, SEE SHEETS S-7 AND S-8. 4. FOR UTILITY LAYOUT, SEE SHEETS S-9 AND S-10. 5. FOR SIGNING AND STRIPING, SEE SHEETS S-11 AND S-12. 6. FOR WORK WITHIN AVON STREET RIGHT-OF-WAY, SEE SHEETS R-1 AND R-2. 7. SEE LANDSCAPE SHEETS FOR PLANTING AND BIOFILTER DETAILS. PB AMERICAS, INC. 2333 Alumni Park Plaza Suite 330 Lexington, KY 40517 (859) 272-5400 FAX 272-6556 job description CITY OF CHARLOTTESVILLE CTS OPERATIONS CENTER 1530 AVON STREET EXTENDED CHARLOTTESVILLE, VA. 22902 VAT -p" drawn by / checked by JRE / DW TRUE NORTH (3 BUILDING NORTH 20 0 20 40 SCALE OF FEET issues and revisions FINAL SITE PLAN 10 13 -JUN -08 FSP REVISIONS ® POST -BID MODIFICATIONS, 21-NOV-2008 sheet description SITE PLAN - EXTENDED AREAS MARCH 17, 2008 01.01 STORM DRAIN DATA MATCHLINE SHEET S-3 AVON STREET - NORTH AREA GENERAL NOTES 1. CONTRACTOR SHALL OBTAIN ALL GRADING AND BUILDING PERMITS REQUIRED BEFORE COMMENCING WORK. 2. ALL EXISTING UTILITIES SHOWN HAVE BEEN LOCATED FROM AVAILABLE RECORDS. THEIR LOCATION SHOULD BE CONSIDERED APPROXIMATE. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES, PRIOR TO CONSTRUCTION, AND LOCATE ALL EXISTING UTILITIES IN THE FIELD. THE CONTRACTOR SHALL REPAIR DAMAGE TO ALL UTILITIES TO REMAIN AT THE CONTRACTOR'S EXPENSE. 3. THE CONTRACTOR SHALL PROTECT ALL EXISTING FACILITIES TO REMAIN INCLUDING ON—SITE, PRIVATE AND PUBLIC PROPERTY. REPAIR OF DAMAGE TO PROPERTY OUTSIDE LIMITS OF CONSTRUCTION AND EXISTING IMPROVEMENTS SHALL BE DONE IMMEDIATELY AND AT THE CONTRACTOR'S EXPENSE. 4. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH POTENTIAL CONFLICTS AND/OR DISRUPTION OF SERVICE WITH UTILITY COMPANIES AND THE ARCHITECT. THE CONTRACTOR SHALL SCHEDULE A MEETING WITH ALL AFFECTED UTILITY COMPANIES PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION TO ADJACENT PROPERTY OWNERS 30 DAYS PRIOR TO COMMENCEMENT OF WORK. 6. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AT THE SITE PRIOR TO SUBMITTING A BID AND PRIOR TO STARTING THE WORK. 7. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES FOUND WITH REGARD TO EXISTING CONDITIONS OR PROPOSED DESIGN IMMEDIATELY TO THE ARCHITECT AND REQUEST A CLARIFICATION PRIOR TO BIDDING. ALL UTILITY CAPS, RIMS, COVERS WITHIN PHASE 1 GRADING LIMITS ARE TO BE RAISED OR LOWERED TO MEET FLUSH WITH FINISHED GRADE. 8. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHERE DISCREPANCIES EXIST. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REVISIONS TO THE WORK WHERE NO NOTICE WAS GIVEN TO THE ARCHITECT. 9. THE GEOTECHNICAL REPORT IS AVAILABLE AND WILL BE PROVIDED TO THE CONTRACTOR UPON REQUEST. DATA THEREIN SHALL BE CONSIDERED FOR INFORMATION ONLY. 10.THE CONTRACTOR SHALL COORDINATE SITE RELATED OPERATIONS PERFORMED BY OTHER CONTRACTORS TO ACCOMPLISH THE WORK. 11.ALL IMPROVEMENTS SHALL BE LOCATED AND STAKED BY THE CONTRACTOR FOR APPROVAL BY THE ARCHITECT PRIOR TO CONSTRUCTION. 12.ELEVATIONS SHOWN HEREON ARE IN FEET AND ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD-88). 13.PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION, PROTECTIVE BARRIERS SHALL BE PLACED AROUND ALL TREES TO REMAIN TO PREVENT THE DESTRUCTION OR DAMAGING OF THE TREES. THE PROTECTION SHALL BE PLACED IN A CIRCULAR PATTERN WITH A RADIUS EQUAL TO THE LENGTH OF LONGEST BRANCH. MATERIALS SHALL NOT BE STOCKPILED WITHIN THIS DEFINED AREA AND VEHICLES AND CONSTRUCTION EQUIPMENT SHALL BE EXCLUDED TO AVOID SOIL COMPACTION. SEE SPECIFICATION SECTION 02231 FOR ADDITIONAL REQUIREMENTS. 14.ALL ROOTS SEVERED OR SEVERELY DAMAGED DURING CONSTRUCTION OPERATIONS SHALL BE TRIMMED TO REMOVE DAMAGED AREA. EXPOSED ROOTS SHALL BE COVERED AND MOISTENED IMMEDIATELY AFTER EXPOSURE. SEE SPECIFICATION SECTION 02231 FOR ADDITIONAL REQUIREMENTS. 15.ALL STORM SEWER PIPES AND DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AND ERODED MATERIAL AT THE LAST STAGES OF CONSTRUCTION. GRADING NOTES 1. ALL LAND FORMS SHALL BE GRADED TO A UNIFORM AND FLOWING GROUND SURFACE. 2. NO GRADE SHALL EXCEED 3:1 SLOPE UNLESS OTHERWISE SHOWN OR APPROVED BY THE ARCHITECT. 3. ALL SIDEWALKS SHALL HAVE A LONGITUDINAL SLOPE NOT EXCEEDING 1'V:20'H OR A LATERAL SLOPE EXCEEDING 1'V:50'H, UNLESS IT IS DESIGNATED AS A RAMP. RAMPS SHALL HAVE A LONGITUDINAL SLOPE NOT GREATER THAN 12:1. 4. PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN ARE FINISH ELEVATIONS. 5. ANY AREAS OUTSIDE THE LIMITS OF CONSTRUCTION SHALL BE RESTORED BY REGRADING TO MATCH ORIGINAL CONDITION, INCLUDING TOPSOIL AND SEEDING. i. ALL UTILITY PEDESTALS, BOXES, COVERS, GRATES, CAPS AND RIMS WITHIN GRADING LIMITS ARE TO BE RAISED OR LOWERED TO MEET FLUSH WITH FINISHED GRADE. LEGEND 440.10 NEW SPOT ELEVATION —440— NEW CONTOUR (ED NEW STORM STRUCTURE sT NEW STORM PIPE Q NEW CURB INLET ❑® NEW DROP BOX INLET NEW PIPE HEADWALL o — DISTURBED LIMITS — — TREE PROTECTION FENCE SOIL BORINGS RIP—RAP o INTERLOCKING EROSION CONTROL BLOCK PB AMERICAS, INC. 2333 Alumni Park Plaza Suite 330 Lexington, KY 40517 (859) 272-5400 FAX 272-6556 job description CITY OF CHARLOTTESVILLE CTS OPERATIONS CENTER 1530 AVON STREET EXTENDED CHARLOTTESVILLE, VA. 22902 drawn by / checked by TRUE NORTH BUILDING NORTH >_0 0 20 40 SCALE OF FEET issues and revisions FINAL SITE PLAN L 13—JUN-08 FSP REVISIONS POST—BID MODIFICATIONS, 21—NOV-2008 sheet description SITE GRADING PLAN - EXTENDED AREAS 3.01.09 MARCH 17, 2008 S�4 �i r EXIST. EDGE PAVEMENT AVON STREET SEE SIGNING/STRIPING PLANS FOR NEW AVON STREET PAVEMENT MARKINGS t I T + 't i I4I: 4 + + + LL + y -+ + + + + + . + + + a+� + 4. + +. + + + + + 4,E ++ 4 T 4 t+ LIGHT DUTY ASPHALT ++ + RDRAIL+ PAVEMENT .. HEAVY DUTY ASPHALT PAVEMENT + ��T_I i t C + + + + PROP. LANDSCAPE (SEE TIE NEW OURS-& GUTTER TO END- WOOD DECKING + P4 _. + +OF €XISTiNG CURE &GUTTER + + - + EXIST. + * + + MOPERTI~ + T #' + T + + s i4 + ; +- + Y +... + + + 4. + _. —•—•— ++i +-BOND ++++ dY+ T 1 + + + + + " y+ + + + + gABLE GUAAD�AIL++ + + + + + r +_ + � + t + + + T+ + + + C++NE + + + + ++++ 6 CU28 -` + + + + + + + + ++ + + + -I +.+++ *+} i_ + + e + +. + + 1 , T e -6 CWRB+ ;.. + 4 + + + } + t I T + 't i I4I: 4 + + + LL + y -+ + + + + + . + + + a+� + 4. + +. + + + + + 4,E ++ 4 T 4 t+ LIGHT DUTY ASPHALT ++ + RDRAIL+ PAVEMENT .. HEAVY DUTY ASPHALT PAVEMENT + CONCRETE SIDEWALK /CURB &GUTTER + + + PROP. LANDSCAPE (SEE LANDSCAPE DWGS) + + NEW BIOFILTER WOOD DECKING + +' + ` AREA + + — x — G 11 + T + + + ---:. ._,..._... _. —•—•— CABLE GUARDRAIL + + + CURB & GUTTER + RETAINING WALL 0 0 1] U gABLE GUAAD�AIL++ + + + a r i- + + + NEW + + + + +. + + + + 4. + e + +. + + 1 , T e -6 CWRB+ + + + + } + T4 i- + +. ..- + + j + + + T + + + T + -4 + + 4- + + + + + .} } .+. + + + l ++' _ �P1: T T + ' CURB TO REMAIN AVON STREET - SOUTH AREA SIGNING/STRIPING PLANS FOR NEW AVON STREET PAVEMENT MARKINGS + + + NEW CG -6 CURB CHAIN LINK FENCE (N.I.C.) AVON CURB CUT (TYP) EXIST. CURB TO REMAIN EXIST. PW BUS PARKING LOT TRAFFIC ISLAND EXIST. PROPERTY BOUNDARY T MATCHLINE C - SHEET S-5 T T +- f + + + ++ + + + l.4 y - + + 4. + +. -1 + , + +.. + + + + .' + + +' + F + +' + + ++ a.. 4 .+. �. Y- + + + +,l + Y. y I4T + T + + + j+ + + + .A.. + + 4 + ,4. + + + + + + + + + + + +. + +.. + + r %S0 O T + + + 4 %+. + i 0 + Y' + F + C SO + + �. + + T .. o o + +T.+ T .,4- J + tT + + * !- + +. + + B AREA TIa : + T. -_ T 4 + + + +1 } + , + +T+ + + T -4-y+�+ ++ T+ -r _ + + + + 1. +_ } ++. v + + y' Y Y' f + + + +. .` +i '+ + + + + + + .� + + + + 4- .:. 1+ -F + J- + - f O O .« {.. + o � yC� rrdT + EXIST. ASPHALT ROAD RIP -RAP FOREBAY AREA CONC. BLOCK SPILLWAY CONC. BLOCK SPILLWAY DETENTION POND AREA - EAST AVON STREET - NORTH AREA SEE SHT C1.20 FOR AVON STREET PROPOSED WORK NEW CG -6 CURB 1 EXIST. PW STORAGE LOT EXIST. PW STORAGE LOT EXIST. PUBLIC WORKS BLDG. EXIST. PW STORAGE LOT EXIST. PUBLIC WORKS BLDG. LEGEND / LIGHT DUTY ASPHALT PAVEMENT DCONCRETE PAVEMENT .. HEAVY DUTY ASPHALT PAVEMENT CONCRETE SIDEWALK /CURB &GUTTER 810–FILTER AREA PROP. LANDSCAPE (SEE LANDSCAPE DWGS) + + WOOD DECKING GRAVEL _ PREMIUM FENCE CHAIN LINK FENCE — x — (NOT IN CONTRACT) EXISTING CHAIN LINK ---:. ._,..._... FENCE —•—•— CABLE GUARDRAIL CURB & GUTTER RETAINING WALL 0 0 1] U T HANDICAP RAMP CURB CUT a SIGN Pia NEW + + + 4 e S-14 EG -6 CWRB+ + + + + T4 } T + + + + Y .} } .+. + « ++ T T + ' + Y Y + + + + +F� + F .y LFENC + + + + PREMIUM + + S-21) + + +. + 1 — 1 + + .+ { T t'6 T + } —+ + + 'F T t +++' + +.... + CURB CUT (TYP) EXIST. CURB TO REMAIN EXIST. PW BUS PARKING LOT TRAFFIC ISLAND EXIST. PROPERTY BOUNDARY T MATCHLINE C - SHEET S-5 T T +- f + + + ++ + + + l.4 y - + + 4. + +. -1 + , + +.. + + + + .' + + +' + F + +' + + ++ a.. 4 .+. �. Y- + + + +,l + Y. y I4T + T + + + j+ + + + .A.. + + 4 + ,4. + + + + + + + + + + + +. + +.. + + r %S0 O T + + + 4 %+. + i 0 + Y' + F + C SO + + �. + + T .. o o + +T.+ T .,4- J + tT + + * !- + +. + + B AREA TIa : + T. -_ T 4 + + + +1 } + , + +T+ + + T -4-y+�+ ++ T+ -r _ + + + + 1. +_ } ++. v + + y' Y Y' f + + + +. .` +i '+ + + + + + + .� + + + + 4- .:. 1+ -F + J- + - f O O .« {.. + o � yC� rrdT + EXIST. ASPHALT ROAD RIP -RAP FOREBAY AREA CONC. BLOCK SPILLWAY CONC. BLOCK SPILLWAY DETENTION POND AREA - EAST AVON STREET - NORTH AREA SEE SHT C1.20 FOR AVON STREET PROPOSED WORK NEW CG -6 CURB 1 EXIST. PW STORAGE LOT EXIST. PW STORAGE LOT EXIST. PUBLIC WORKS BLDG. EXIST. PW STORAGE LOT EXIST. PUBLIC WORKS BLDG. NOTE COP ACT MW UTLJTY CF VFIQMA AT LEAST 48 HOURB BEFOFE CM40UHD PENETRATION OR EXCAVATION. 1-000-552-7001 NOTES: 1. CHAIN-LINK FENCING IN GENERAL WILL BE OWNER -INSTALLED. HOWEVER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF FENCE POSTS ALONG THE EAST SIDE OF THE SITE (SEE SITE MATERIALS PLAN FOR LIMITS. THE FENCE POSTS AND ASSOCIATED CONCRETE FOOTINGS SHALL BE INSTALLED AS AN INTEGRAL PART OF THE REINFORCED SOIL SLOPE CONSTRUCTION. POSTS SHALL BE 11' LONG HT -25 BLACK; 10' O.C. SPACING; SET 36" IN CONCRETE; INTERMEDIATE POSTS 2.5' DIA.; CORNER POSTS 3" DIA.; POSTS SHALL BE CAPPED TO PREVENT FREEZING. 2. FOR LAYOUT AND DIMENSIONS, SEE SHEETS C1.7 AND C1.8. 3. FOR GRADING AND DRAINAGE, SEE SHEETS C1.9 AND 07.10. 4. FOR SITE DEMOLITION, SEE SHEETS C1.3 AND C1.4. 5. FOR UTILITY LAYOUT, SEE SHEETS C1.15 AND C1.16. 6. FOR SIGNING AND STRIPING, SEE SHEETS C1.17 ANJ C1.18. 7. FOR WORK WITHIN AVON STREET RIGHT OF WAY, SEE SHEETS C1.19 AND C1.20. 8. SEE LANDSCAPE SHEETS FOR PLANTING AND BIOFlLTER DETAILS. PB AMERICAS, INC. 2333 Alumni Park Plaza Suite 330 Lexington, KY 40517 (859) 272-5400 FAX 272-6556 job description CITY OF CHARLOTTESVILLE CTS OPERATIONS CENTER 1530 AVON STREET EXTENDED CHARLOTTESVILLE, VA. 22902 VMDO PROJECT 0509% drawn LEGEND / LIGHT DUTY ASPHALT PAVEMENT DCONCRETE PAVEMENT .. HEAVY DUTY ASPHALT PAVEMENT CONCRETE SIDEWALK /CURB &GUTTER 810–FILTER AREA PROP. LANDSCAPE (SEE LANDSCAPE DWGS) ® CONCRETE PAVERS WOOD DECKING GRAVEL M PREMIUM FENCE CHAIN LINK FENCE — x — (NOT IN CONTRACT) EXISTING CHAIN LINK ---:. ._,..._... FENCE —•—•— CABLE GUARDRAIL CURB & GUTTER RETAINING WALL 0 0 1] U PAINTED CROSSWALK HANDICAP RAMP CURB CUT SIGN NOTE COP ACT MW UTLJTY CF VFIQMA AT LEAST 48 HOURB BEFOFE CM40UHD PENETRATION OR EXCAVATION. 1-000-552-7001 NOTES: 1. CHAIN-LINK FENCING IN GENERAL WILL BE OWNER -INSTALLED. HOWEVER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF FENCE POSTS ALONG THE EAST SIDE OF THE SITE (SEE SITE MATERIALS PLAN FOR LIMITS. THE FENCE POSTS AND ASSOCIATED CONCRETE FOOTINGS SHALL BE INSTALLED AS AN INTEGRAL PART OF THE REINFORCED SOIL SLOPE CONSTRUCTION. POSTS SHALL BE 11' LONG HT -25 BLACK; 10' O.C. SPACING; SET 36" IN CONCRETE; INTERMEDIATE POSTS 2.5' DIA.; CORNER POSTS 3" DIA.; POSTS SHALL BE CAPPED TO PREVENT FREEZING. 2. FOR LAYOUT AND DIMENSIONS, SEE SHEETS C1.7 AND C1.8. 3. FOR GRADING AND DRAINAGE, SEE SHEETS C1.9 AND 07.10. 4. FOR SITE DEMOLITION, SEE SHEETS C1.3 AND C1.4. 5. FOR UTILITY LAYOUT, SEE SHEETS C1.15 AND C1.16. 6. FOR SIGNING AND STRIPING, SEE SHEETS C1.17 ANJ C1.18. 7. FOR WORK WITHIN AVON STREET RIGHT OF WAY, SEE SHEETS C1.19 AND C1.20. 8. SEE LANDSCAPE SHEETS FOR PLANTING AND BIOFlLTER DETAILS. PB AMERICAS, INC. 2333 Alumni Park Plaza Suite 330 Lexington, KY 40517 (859) 272-5400 FAX 272-6556 job description CITY OF CHARLOTTESVILLE CTS OPERATIONS CENTER 1530 AVON STREET EXTENDED CHARLOTTESVILLE, VA. 22902 VMDO PROJECT 0509% drawn by / checked by JFE / DKM TRUE NORTH BUILDING NORTH t0 0 20 4C SCALE OF FEET issues and revisions ^^FINAL SITE PLAN 'L 24 -JUN -08 ADDENDUM NO. 4 POST -BID MODIFICATIONS, 21-NOV-2008 sheet description SITE MATERIALS PLAN - EXTENDED AREAS y MARCH 17, 2008 63 ' W N I CID W Z J S U r SIGNS TO I RELOCATED (SEE SIGNII AVON STREET - SOUTH AREA 4_ EP E A N STREET Ing POWER POLE TO (CONTRACTOR TO LOCATION WITH L iIGN T SIGNING & 9rRtPI OF EXIST EPJ DICATE PA EMENT LIGHT POLE/ TURE TO REMAIt�jjmcJ 0 0 0 o 0 0 0 f o 0 0 2 0 o G 0 �OJ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AVON STREET - NORTH AREA ®I C 0 r _ —_420-------- — — — — — — v EXISTING, GRAVEL STORAGE AREA TO BE USED FOR TOPSOIL STORAGE DURING THIS PROJECT DL MATCHLINE C — SHEET S-7 — � r - — — — — — — ---\\` e REMOVE 12" STORM �L CULVERT AFTER EARTHWORK OPERATIONS ARE COMPLETE AND USE OF HAUL ROAD IS NO LONGER NEEDED (CULVERT WILL B REPLACED AS P T OF` STORMWATER 11 1•IDP0VFUF7K1T — DETENTION EXIST. ASPHALT ROAD qt $r� DETENTION POND AREA - EAST CONSERVATIOt PLAN CHECKLIST 1. THE FOLLOWING ITEMS SHALL BE SHOWN ON THE PLAN: ❑ TREES TO BE SAVED; ❑ LIMITS OF CLEARING (OUTSIDE DRIPLINE OF TREES TO BE SAVED); ❑ LOCATION AND TYPE OF PROTECTIVE FENCING; ❑ GRADE CHANGES REQUIRING TREE WELLS OR WALLS; ❑ PROPOSED TRENCHING OR TUNNELING BEYOND THE LIMITS OF CLEARING. 2. MARKINGS: ❑ ALL TREES TO BE SAVED SHALL BE MARKED WITH PRINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. ❑ NO GRADING SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSPECTED AND APPROVED BY A COUNTY INSPECTOR. 3. PRE -CONSTRUCTION CONFERENCE: ❑ TREE PRESERVATION AND PROTECTION MEASURES SHALL BE REVIEWED WITH THE CONTRACTOR ON SITE. 4. EQUIPMENT OPERATION AND STORAGE: ❑ HEAVY EQUIPMENT, VEHICULAR TRAFFIC AND STORAGE OF CONSTRUCTION MATERIALS INCLUDING SOIL SHALL NOT BE PERMITTED WITHIN THE DRIPLINES OF TREES TO BE SAVED. 5. SOIL EROSION AND STORMWATER DETENTION DEVICES: ❑ SUCH DEVICES SHALL NOT ADVERSELY AFFECT TREES TO BE SAVED. 6. FIRES: n FIRES ARE NOT PERMITTED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED. 7. TOXIC MATERIALS: ❑ TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED. 8. PROTECTIVE FENCING: ❑ TREES TO BE RETAINED WITHIN 40 FEET OF A PROPOSED BUILDING OR GRADING ACTIVITY SHALL BE PROTECTED BY FENCING. ❑ FENCING SHALL BE IN PLACE AND SHALL BE INSPECTED AND APPROVED BY A COUNTY INSPECTOR PRIOR TO GRADING OR CONSTRUCTION. 9. TREE WELLS: ❑ WHEN THE GROUND LEVEL MUST BE RAISED WITHIN THE DRIPLINE OF A TREE TO BE SAVED, A TREE WELL SHALL BE PROVIDED AND A CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL. 10. TREE WALLS: ❑ WHEN THE GROUND LEVEL MUST BE LOWERED WITHIN THE DRIPLINE A TREE TO BE SAVED, A TREE WALL SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL. 11. TRENCHING AND TUNNELING: ❑ WHEN TRENCHING IS REQUIRED WITHIN THE LIMITS OF CLEARING, IT SHALL BE DONE AS FAR AWAY FROM THE TRUNKS OF TREES AS POSSIBLE. TUNNELING UNDER A LARGE TREE SHALL BE CONSIDERED AS AN ALTERNATIVE WHEN IT IS ANTICIPATED THAT NECESSARY TRENCHING WILL DESTROY FEEDER ROOTS. 12. CLEANUP: ❑ PROTECTIVE FENCING SHALL BE THE LAST ITEMS REMOVED DURING THE FINAL CLEANUP. 13. DAMAGED TREES: ❑ DAMAGED TREES SHALL BE TREATED IMMEDIATELY BY PRUNING, FERTILIZATION OR OTHER METHODS RECOMMENDED BY A TREE SPECIALIST. • Arm Apr A NINE IN .A.A.A.o..o.•. KIM �r • e V I - 1 OF EXIST EPJ DICATE PA EMENT LIGHT POLE/ TURE TO REMAIt�jjmcJ 0 0 0 o 0 0 0 f o 0 0 2 0 o G 0 �OJ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AVON STREET - NORTH AREA ®I C 0 r _ —_420-------- — — — — — — v EXISTING, GRAVEL STORAGE AREA TO BE USED FOR TOPSOIL STORAGE DURING THIS PROJECT DL MATCHLINE C — SHEET S-7 — � r - — — — — — — ---\\` e REMOVE 12" STORM �L CULVERT AFTER EARTHWORK OPERATIONS ARE COMPLETE AND USE OF HAUL ROAD IS NO LONGER NEEDED (CULVERT WILL B REPLACED AS P T OF` STORMWATER 11 1•IDP0VFUF7K1T — DETENTION EXIST. ASPHALT ROAD qt $r� DETENTION POND AREA - EAST CONSERVATIOt PLAN CHECKLIST 1. THE FOLLOWING ITEMS SHALL BE SHOWN ON THE PLAN: ❑ TREES TO BE SAVED; ❑ LIMITS OF CLEARING (OUTSIDE DRIPLINE OF TREES TO BE SAVED); ❑ LOCATION AND TYPE OF PROTECTIVE FENCING; ❑ GRADE CHANGES REQUIRING TREE WELLS OR WALLS; ❑ PROPOSED TRENCHING OR TUNNELING BEYOND THE LIMITS OF CLEARING. 2. MARKINGS: ❑ ALL TREES TO BE SAVED SHALL BE MARKED WITH PRINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. ❑ NO GRADING SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSPECTED AND APPROVED BY A COUNTY INSPECTOR. 3. PRE -CONSTRUCTION CONFERENCE: ❑ TREE PRESERVATION AND PROTECTION MEASURES SHALL BE REVIEWED WITH THE CONTRACTOR ON SITE. 4. EQUIPMENT OPERATION AND STORAGE: ❑ HEAVY EQUIPMENT, VEHICULAR TRAFFIC AND STORAGE OF CONSTRUCTION MATERIALS INCLUDING SOIL SHALL NOT BE PERMITTED WITHIN THE DRIPLINES OF TREES TO BE SAVED. 5. SOIL EROSION AND STORMWATER DETENTION DEVICES: ❑ SUCH DEVICES SHALL NOT ADVERSELY AFFECT TREES TO BE SAVED. 6. FIRES: n FIRES ARE NOT PERMITTED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED. 7. TOXIC MATERIALS: ❑ TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED. 8. PROTECTIVE FENCING: ❑ TREES TO BE RETAINED WITHIN 40 FEET OF A PROPOSED BUILDING OR GRADING ACTIVITY SHALL BE PROTECTED BY FENCING. ❑ FENCING SHALL BE IN PLACE AND SHALL BE INSPECTED AND APPROVED BY A COUNTY INSPECTOR PRIOR TO GRADING OR CONSTRUCTION. 9. TREE WELLS: ❑ WHEN THE GROUND LEVEL MUST BE RAISED WITHIN THE DRIPLINE OF A TREE TO BE SAVED, A TREE WELL SHALL BE PROVIDED AND A CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL. 10. TREE WALLS: ❑ WHEN THE GROUND LEVEL MUST BE LOWERED WITHIN THE DRIPLINE A TREE TO BE SAVED, A TREE WALL SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL. 11. TRENCHING AND TUNNELING: ❑ WHEN TRENCHING IS REQUIRED WITHIN THE LIMITS OF CLEARING, IT SHALL BE DONE AS FAR AWAY FROM THE TRUNKS OF TREES AS POSSIBLE. TUNNELING UNDER A LARGE TREE SHALL BE CONSIDERED AS AN ALTERNATIVE WHEN IT IS ANTICIPATED THAT NECESSARY TRENCHING WILL DESTROY FEEDER ROOTS. 12. CLEANUP: ❑ PROTECTIVE FENCING SHALL BE THE LAST ITEMS REMOVED DURING THE FINAL CLEANUP. 13. DAMAGED TREES: ❑ DAMAGED TREES SHALL BE TREATED IMMEDIATELY BY PRUNING, FERTILIZATION OR OTHER METHODS RECOMMENDED BY A TREE SPECIALIST. • Apr .A.A.A.o..o.•. �r • e V - 1 NOTE- CONTACT MBB UTILITY OF VF10& A AT LEAST 48 HOURS BEFORE OHOUI D P0P 11ATK)N OR EXCAVATION. 1•-800-W2-7001 PB AMERICAS, INC. 2333 Alumni Park Plaza Suite 330 Lexington, KY 40517 (859) 272-5400 FAX 272-6556 job description CITY OF CHARLOTTESVILLE CTS OPERATIONS CENTER 1530 AVON STREET EXTENDED CHARLOTTESVILLE, VA. 22902 VMDO PROJECT 050996 drawn by / checked by JFE / DKM TRUE NORTH BUILDING NORTH >_0 0 20 40 SCALE OF FEET issues and revisions ^^FINAL SITE PLAN ' 13 -JUN -08 FSP REVISIONS POST -BID MODIFICATIONS, 21-NOV-2008 sheet description SITE I)EMOLRION PLAN V - EXTENDED AREAS 03 '1 ••1 MARCH 17, 2008 me e e e- . GENERAL NOTES: _... :F 1. THE CONTRACTOR SHALL PROVIDE COORDINATION WITH ALL UTILITY COMPANIES AND SHALL APPLY FOR AND OBTAIN - k _ ...... -._ ...... ALL REQUIRED PERMITS, HOWEVER, THE OWNER (CITY) WILL PAY ALL ASSOCIATED FEES AND PERMITS FOR _ _ _ = WATER/SEWER/GAS/ELECTRICAL/TELEPHONE CONNECTION S z .. _ __.._... 7 -... FEES, AS APPLICABLE. rri f' . 7. �. • ....... __ 1-7, EVT AN 'E I Wg S-3 - " { 2. SEE SANITARY AND STORM PROFILE SHEETS FOR ST4 $_4 1-r G %, Rq 2',> F? �i26. E'i S tJ C I I s e stld - r _, { s� - i \ (2) 4 -INCH AND (1) ADDITIONAL LAYOUT AND DETAIL ON SEWERS. v (, `i /- X� 2 -INCH PVC 3-2'.. 3. ;; 12"X8°`TpPPI 7 1 STD C�B DRP 7 l 1-.h TELEPHONE CONDUITS LOCATIONS WITH ALL APPLICABLE BUILDING SUBS. TE LINE D SEE PLUMBING PLANS FOR LOCATION OF BUILDING CONNECTIONS SITE CONTRACTOR SHALL COORDINATE S EVE B. L �" - INLET M?E'13B f r J N CONC. ENCASED G t' c 4. SEE SITE ELECTRICAL PLAN EO.1 FOR UNDERGROUND P0' X 16DUCTBANK F; ■ 12"X8" TAPPING T LOCATIONS. WATERLINE I I 3_1 SLEEVE & 8" 5. SEE PLUMBING ELECTRIC AND DSHEET ATA OP0.11FOR LOCATION OF RAINWATER EASEMENT I a I -- I VALVE COLLECTION AND SUPPLY LINES. EXIST. 1 UNDERGROUND INSTALL 2 4" "` 6. SEE MECHANICAL SHEET MO.3 FOR LAYOUT OF FUEL TANK VENT _ 7 TELEPHONE TO CONDUITS ENCASED GEOTHERMAL WELLS AND INTERCONNECTING PIPING PIPE EXTEND MIN BE ABANDONED IN CONC. DUCTBANK UNDERGROUND UTILITY LOCATIONS SHOWN ARE BASED PB AMERICAS, INC. 12' ABOVE GRADE I UPON VARIOUS RECORD UTILITY MAPS IN CONJUNCTION 2333 Alumni Park Plaza Suite 330 8"X8"X6' I m 1 .. SEE SPECIALTY PIPING , FOR ELECT. POWER v - WITH VISIBLE FIELD EVIDENCE GATHERED DURING FIELD Lexington, KY 40517 TEE I I DWGS FOR FUEL SUPPLY I ' i 859 272-5400 FAX 272-6556 PIPING 90' gp• __ - SURVEYS. THEREFORE, ALL UNDERGROUND UTILITY ( ) FIRE Wig BEND BE p LOCATIONS SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. HYDRANT yyI I s -a s is I S 20 8. CONTRACTOR SHALL INSTALL ALL WATER AND SEWER LINES ASSEMBLY c3 I I I r N IN STRICT CONFORMANCE WITH THE ALBEMARLE COUNTY & 6' GV I D.t. WATER I N 8"X8"X6" s_ SWA ......._....�..- R LO ATED STUB AND CAP FUEL TEE ' I SERVICE AUTHORITY "CONSTRUCTION SPECIFICATIONS LINE TRENCH I I I I HDR NT job description \ J \ J PIPING AT LOCATION OF I - T ENC ;� A SE T REGULATING THE CONSTRUCTION AND EXPANSION OF THE c� FUTURE FUEL DISPENSER '-�-TY WATER DF RAIN I TE ALBEMARNED, VIRGENIA' SYSTEMS NOTES NEXTE COUNTY OF d — 6-t VALV S 6-3 9. CONNECTION TO GAS MAIN AND SERVICE PIPING UP TO F �'� I AND INCLUDING GAS METER NEAR BUILDINGS WILL BE 1� CHARLOTTESVILLE FUTURE FUEL ST14 CTS OPERATIONS ----r-- I' o * S ORM PROVIDED BY CHARLOTTESVILLE GAS. CONTRACTOR SHALL INSTALL VALVES I DISPENSER I - C- " I LI 6 6_2 s to swn INSTALL REMAINING SYSTEM. NATURAL GAS PIPING SHALL CENTER AND PLUGS TO I I 1 1 I.I TERMINATE I i BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF 1530 AVON STREET EXTENDED CHARLOTTESVILLE GAS. CHARLOTTESVILLE GAS WILL SIZE LINES FOR I I l STD ENDWALL ALL GAS AINS LEADING UP TO THEM E REFER TO CHARLOTTESVILLE, VA. 22902 FUTURE CONST. II S6 q I TYPE EW -1 PLUMBINGPLANSFOR BUILDING LINES. R INSTALL CONC. Q THRUST I I I 8 ® I "s sa S-15 I I 10. PRIOR TO MAKING THE CONNECTION TO THEEXISTING BLOCKING ON 8X8 X8 I I ± < �� CAP EXISTING WATER LINE, THE CONTRACTOR SHALL SUBMIT PROPOSED VMDO PROJECT 0509% GAS I TEE 12" - -- " z WATERTIGHT 8 N / I WATER MAIN WATERLINE CONSTRUCTION DRAWINGS AND OBTAIN WATER LINE. GV _.............._ I r - - AND ABANDON APPROVAL FROM THE ALBEMARLECOUNTY SERVICE ANH 20' - r MCOVEORE IN PLACE AUTHORITY. F THE CONTRACTOR SHALL CONDUCTIA 11 I;I WATERLINE EASEMENT PPRECONSTRUCTION CONFERENCE WITH THE AUTHORITY AND v1�THOF E ASSIGNED AN INSPECTOR TO WITNESS THE CONNECTION. I e ® e s c2, 1-n y f' I s -a s toNATEALL COSTS ASSOCIATED WITH MAKING THE WATER I;I i SEE SHEET ES -2 FOR NO. 1LBLDGA CONNECTION WILL BE THE RESPONSIBILITY OF THE I I I STUB—OUT I CONTRACTOR, INCLUDING PLAN REVIEW AND INSPECTION it BtTN LOCATION FIRE NOto I!I SUPPRESSION FES. a tic No. 18264 ® I R 11. WATER METERS WILL BE PROVIDED BY THE ALBEMARLE t = I' ..N l COUNTY SERVICE AUTHORITY AND INSTALLED BY THE O Z/G�G i w <-_ �,� �:_ _.......__.`L I I....__... CONTRACTOR. Lpj Cs SPRINKLER Q -J- - - _ .....�_ `JNAL� YSTEM I x 12. EXISTING GAS SERVICE LINE TO BUILDING A. GAS UTILITY I >- a m I TO CAP LINE NEAR LOCATION SHOWN. -------- t - Q � ..._. i 13. CONTRACTOR SHALL INSTALL TRANSFORMER PAD AND I I m S4 ( UNDERGROUND CONDUITS (FROM PRIMARY POLE AT AVON drawn by /checked by ............. STREET TO TRANSFORMER PAD AND FROM TRANSFORMER zl I z s -a s-15 PAD TO BLDG. B) WITH PULL STRINGS FOR PRIMARY OKM w1 I I J C_ s -a s-19 POWER SUPPLY. ALL WORK SHALL BE IN STRICT JFlE STD SANITARY 1" MAKE-UP I I� 3 COMPLIANCE WITH THE REQUIREMENTS OF DOMINION 3I I MANHOLE METER I III ELECTRIC POWER, AND SHALL BE COORDINATED WITH DOMINION °O SERVICE POWER. PRIMARY CABLES TO BE INSTALLED BY DOMINION N (NO DROP) 2-1 m " TRENCH S SS SANITARY UNE "D" - ■ 12" ST g M 1" POWER. CONTRACTOR SHALL BE RESPONSIBLE FOR D_1 PRIVATE SS _.. T I INSTALL (2) 4" INSTALLING SECONDARY CABLES, SEE ELECTRICAL I DRAWINGS. a I SO I STUBOUTSI FOR 14. COORDINATE STORM CONNECTIONS WITH CANOPY COLUMN FUTURE CONST. FOUNDATIONS. I Co �N 0'' E. 15. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROTECTING 8"X8"X4" I S5 �'' ALL FOUNDATION ELEMENTS FROM DAMAGE CAUSED BY I DEEP EXCAVATIONS CLOSE TO THE BUILDINGS DURING THE TEE & 4"x2" -- -...- -- s -a s-ts REDUCER I n - --- ss I s a s_ta CONSTRUCTION PERIOD. SANITARY SEWER IN L (2� 4 16. THE CONTRACTOR SHALL SUBMIT A TRENCH SHORING PLAN WM 1 "to TRENCH I CO UT FOR ° ELECTRIC AND STRATEGY FOR APPROVAL PRIOR 0 BEGINNING UITS T =� �, ELE T POWER '' OPERATIONS OF ANY TRENCHING NEAR THE EXISTING I ._ TRANSFORMER \\\ .. Q..._..I } BUILDINGS WHEN THE BOTTOM OF THE TRENCH IS BELOW I ® e-2 I N a 8 XS"X PAD A 45 DEGREE PROJECTION FROM THE OUTER EDGE OF ; I 8-3 I ® ® e e I � a -i - R DUCI ...TEE...._ " THE FOOTING AT GROUND LEVEL. THE SHORING SHALL BE GV I'I "------- ---. I DESIGNED AND SEALED BY A ENGINEER LICENSED IN THE I GAS ST20 S L N i 0 s s style I 1-'r s z 4" i COMMONWEALTH OF VIRGINIA. % co W6 s 4" STORM z III OVERFLOW S -16I s -a s - TRENCH I e I `yl } .. _ DRAIN A ` Q... QST I a I WATER 1:1 . 8X8 X4 I . c� METER I .. 2-2 9 O, - v¢i " " x VAULT I ® ` a I 4" TEE & 4"X2" 90' BEND Jr REDUCER & 8"X6„ II ST x: REDUCER ti Dz 4 a I ® ® t ® I z 3 W6 C FIRE HYDRANT FI III s -e x 1B M 3" ASSEMBLY & x' HYDRANT �' I I I WATER IV 4" 6" GATE I' VALVE x ASSEMBLY _ FH I I II ® METER & 6 GV I VAULT �... . __ ,.f_ L. I a 8"X8 X6" $8EE "X4 x _.. _ _ N - N i ® ST ST STORM LINE "1ST I TEE 8-4 8-5 in j I N rI^ G20 f ST21 Nvr I I s a s_19 i G18 N s a saNB G22 FIRE S-2S-19 UNDERGROUND PEND OILS WATER 6" FOUNDATION I I'/ DCONNECTEON 1 \ HYDRANT i DETENTION/ R LE INS SEPARATOR DRAIN -DAYLIGHT VAULT r J Z INFILTRATION 3' BACK OF GEN �•.-- � m SYSTEM ' CURB, INSTALL • 1 GAS WV GAS z 3 RODENT SCREEN GAS 1-2 o N STUB OUT FORx:. A-2 GAS 1-3 cav FUTURE PUBLIC �- GAS w I ti WORKS R VATE)CTIO Ss GAS —_— -i: _""'----•---_.-. S� ITARY IAA_ S RV � 4-2 ST2 1- GAS GAS GV S-9 SNUB i S4 ST4 SS S GAS STD DROP 4 s -a S-15 S5ITARY LINE i1"GAS — cas G GV AS A" B OW OFF PE INLET TYPE S-9 RNIB 1 STD SANITARY s -a S -1s STD CURB DROP ST5 ss GAS DI -1A 1-6 ST4 A-4 GAS GAS _ G kS GV i TRUE NORTH BUILDING NORTH 20 0 20 40 SCALE OF FEET issues and revisions FINAL SITE PLAN i� 13—JUN-08 FSP REVISIONS © 30—JUN-08 FSP REVISIONS ® 8-JUL-08 FSP REVISIONS ® 13 -AUG -08 WATER MAIN LOOP DELETED ALONG EAST SIDE © 24 -JUN -08 ADDENDUM NO. 4 ® POST -BID MODIFICATIONS, 21-NOV-2008 6 2 -MAR -08 FSP REVISIONS sheet description SITE UTILITY STD CURB DROP MANHOLE STD CURB DROP INLET TYPE DI -3D �a swNs 8" SS ss ' AN (NO DROP) INLET TYPE DI -36 SANITARY SEWER s a sews INLET TYPE DI -38 1-5 STORM LINE "1 ^ G A-5 W 4-3 j 63.01.6, P1 v P6 1-i — MARCH 17, 2008 71 MATCHLINE - SHEET S-10 NOTE: NOTE: SANITARY SEWER TO EXTEND TO CONTACT L488 LnIJTY CF VFKW A AT EXISTING DOWNSTREAM MANHOLE. LEAST 48 HOtM BEFORE GROUND (SEE SHEET S-10 FOR PENETFIATION OR EXCAVATION. CONTINUATION. 1-800-552-7001 REVISED ON 7/03 REVISED ON 7A)4 A 24' Aa' a'^ i[IrNFI M00'NM. MERIEdAtE /GF A9}EEQY ON -3 „ NplEi LIRE G -J «AR. 'COW 1M. YM. E DE CES) AND tU I IECIIE OMLE�M yygRDyLL 11 � MIRE S. TK FOLLOMp MM" SHALL APPIn BAEA, r 1ERGTN OF CABLE R I L1E� MST SPACRID WAY WE DECREASED M NECESSARY TO ,IM,TAW AUSIaENT -TO W -USE OOIN[NSATRC DE'Mx ON EACH EM OF [[OGE OF MRE11 RAL IS ON M OVTSIOE CURVE WIN A RADIUS OF 710 FEET OR LESS. EACH RDwOWI CABLE. SHOIAOf -OVER SOO' TO 2000'-IJRE COMEIDATRD DEVICE Qr TYPICAL INSTALLATION tRNA ERD a EACH AAMYEUK CABLE. 1 I��. as WAIT BARE �. L'�� ) -OVER ]000' -STMT KW BY NTEKAtlIC AT 3+ n r� E1. MT. NMLUL MT. Af TYP. KT MTN.LAIF}l -W. N'-0• —TTVP. FIlTRROA ALL FITTWOS MALL r D SO (RESIGNED A,Of '{a' -W' LW OF HILA SECTRN AS 1p DEVELOP TK FILL STREWN GUARDRAIL TERMINAL PLAN VIEW OFk SOIWE CABLE OR C AR S.M TK CASE MICIICR POST) NTERAE]NATf POSTS IA WAY W. WE CABLE MrrCR A}AORLY- SW �2W FN. TEN STRENOTN......25.W0 LBS, NOR UDM DET ST Ar TACE CAW.BEEEWIDOWAS4A6Y1-pp MM T Iqt LBS. S01`PED ELEVATION GIVMQC0.p00 /LL nrtncs slnL rE� TK DYANAC WFLECVOH FOR STMpNiO q-] 5 IIFEFT. 1lRI a.'p„ STK OUMDL'L AID WEOIMI BARRIER COWAIRIEE[NTS TWO PIECE ANCHOR.VNLT DETAIL ' ¢.0$TITyt( NTEAt1�W1LE0ETMiBLE Wrtx UE vW CABLE LEFT HAND STMOMOS FOR WARSAW, (GRI OR IEDINI BARBER A'-0" A' WBl ND MAIpVEO BY TK EROPQIL 9104X11 AiRrim FOB, (REINFORCEMENT NOT SHOWN) FOR ROD, MTKLATDIL I'R2R"M/f•�%✓:TE 9+KL r INTERMEDIATE ANCHORAC PLAN VIEW ELBMALED. DA.L M EXCAVATE N0.L Fp1 PpfT MD W10FILL WIN PIROIER 8111 AGGREGATE TO LEVEL IaDI, POITS ARC1 R POST I 9LBND ICP yamy(P,�.� �OAC�KNI�RN ,pOpOF ED Y1R, [NINE K~ �� BAAAMR ff xl• ST«IDNW Nur. ELEV TION WI WARIERMID LEOIM BANNER COWIMERTS WR MEN gp K W1-3 CABLE WMDSM N DEPCTED N AmV0 /OC-AR.T.A.A "A WEE r0 TK SUCKS F. TK CWL7ETIE MICM]R '1 Y Y1ST 0E PLKED At A AT iFE WE SLIAqQ¢EED EDTICiAlAYF R BMRER NM WN THE ST SUSSMUTED E NTE AR1WER ABLE MM TIE M TIE BK A Tp OIm FILL eATAAIDARO`5 FORNR SAD BY jcl ORAGE, aEl(IEIwIIA_r TK CUT SECTION SECTION R IiWI Mo NE ENG EER. RADIUS ARiM) MIT ROFJIXXIT *rm FLTQS OF ETEEI/NN % DlrzS -D' ROP[ BI6A1( TERWAI OONIECTDI LWNECtgt RLRY%W�S BEE MEET SOLA} Si GR- ORLL " DIA I BRp4i ADE MLf CENTER T PARAPET � D.B. 1 u LT OR PAKO RT. OFC A SIDIARER EDGE OF PAVEMENT PLAN VIEW 2AB' 27'x' .w' Ea 2• t'-0• +2Y^ {F usE nn nMss aN wTx TYPES OF RM FDR DEBw SPEED 2I' lz 24' 23' J]D RADIUS TERMINAL a ro Mw dR +]:+FM ofolOW vEfo a b NPx M DEM. SECTION DETAIL METHOD OF TRANSITION FROM CABLE GUARDRAIL TO W -BEAM GUARDRAIL AT BRIDGE APPROACHES REST la ] 2 CABLE GUARDRAIL LI Spy LRROIAA DEPMTWERT M TRAMBPoRTAIIGN .. sa.a G11 CABLE GUARDRAIL DETAILS -1a -- TT { yg * w L UN A TTILy�J(E� `` ICAIMI. X91}rz_ JlQ-_I iD1AG1,' W. K—I.DfI OREMI�t. �; FIArTER Sp. (MIRE IGKv.I eUCKLE SPRING CABLE ND ASSEMBLY LSSEMBLY (COMPENSATING DEVICE) P N0.ES � p Y • K• W ,- rAy1P05T We•� � I2- Tom, TYRE Y'v MM � Irgmpap NE�xC OY A� *I' R^ 1 x" I� 2t"' t EXTERNAL STSTIIFFNER INTERNAL STIFFNER HRi1K ryR' Vt" X y�{•BOWLT .u. FfrMEOR i... TOV 25 /1- ]3.1 11NIER KV. on 74 NOOK BOLTS NICKx W" TALLNp WE, ft E*WE[« srRS WE i0 PLIAN TNC ««XOR PoSi.--.j-�._ CSIBLES ON-R,O—AO�}Dyi^(2 ' I' uxs.2 eRDAoLvatRETE SLIP IMPACT BASE 'IF /I AP IpACY (KEEPER PLATE NOT SHOWN) 4 ABC BASE SMS E 4 SA WE A __ GWCIIET[ - W a A STEEo'�a rvay. PosT {Q K X : BWT r _ LOIw YI1. woV :. *B TOROIC TO 23 n1q INTERM€DIATE POST C Y.- %L DL Ty" ANCHOR POST. DETAIL "T�" DETAIL IS FOR LEFT 'HANDED ANCHOR) KEEPER PLATE ' WRMpPTs CABLE GUARDRAIL 92+ KERN rPMIYENi Of iRMVDHATAN SBO so,.ox G11 CABLE GUARDRAIL DETAILS -18 iVISED ON 7/OL G11 CABLE GUARDRAIL DETAILS WAVER �S C G -J «AR. SIT Sir1L' MIyb�NR NA1C5 1M. YM. — 2• BEI$ 0/f4Ai s CMLC EMI ASE cs —E —F REP CMLE W/OEMS —MO1BR MY 1y orb BOTTOM •Edtc 1�' iE as WAIT BARE TOP .is BYE¢wW T CARL Sir NOR UDM DET ST Ar E a TWD or TYO RFL TOP VIEW RICHT HAND Tao IRWrs M 9IG1RL . IS °° (REINFORCEMENT NOT SHOWN) SECTION AA ♦'-wI W TWO PIECE ANCHOR.VNLT DETAIL B' r -r vW CABLE LEFT HAND 9104X11 AiRrim FOB, (REINFORCEMENT NOT SHOWN) N E T�•] BMS T I 9LBND ICP _ SIX ABsfD ED ANCHOR UNI DETAIL - TOP VIEW LEFT HAND 1 I A (REIE"ORCEMENT NOT SHOWN) 1` -_"'._ 'ANCHORUWT p� T�AIL V RE -BAR INSTALI.ATX)N DETAIL yr TWO PIECE LI .. w Nat FOR y II�Ena M.IY., at iF•MNWC 000 4r �. ,IREMILIRRMi I," M MAR 1U0' )1 9• RBERP DD K,YTS �Ipp v) M4[ CABLE ENp ASSEM Y TO NNX.E DETAAL ANCHOFR SIDE VIEW Oft POST TOP WWREET ] OF Poe CABLE GUARDRAIL x2 SOS NRia1A RAMNEM d t11MgPLPTAlU11 aMAiO G11 CABLE GUARDRAIL DETAILS WAVER �S C 1IblC Out WTBR. Or. T+SIaDaSS «AR. PBL WAR. 1M. YM. +K raAM %" 14 • r oti1 • x.- YA • (10'-0.1) MAXIMUM DRIPLINE (VARIES) FENCE LOCATION (LIMITS OF CRITICAL ROOT ZONE) _ RADIUS=1 FOOT PER INCH OF TRUNK DIAMETER CF' TREE PROTE FENCE AT C TIAIN LINK FENCE. G12 TREE PROTECTION FENCE - CHAIN LINK —18 8.00, EMBANKMENT TOPWIDTH THICK BLOCKS x1.00' 2 PROVIDE 0.5' DEEP �1 CHANNEL OVER EMBANKMENT 1 r t 1.81' 1.19 TYPE 1 GEOTEXTILE INTERLOCKING EROSION FABRIC CONTROL BLOCK (SEE DETAIL THIS SHEET) G14 DETENTION BASIN EMERGENCY SPILLWAY PROFILE -16 NOTES 6>.2Afa L DPW Or 1NEr W W BE ppMl pE pum. t 9 2. I,C'•EF• R N` MA1 -J)-3j IAO �OU6AA eirIVA W DirA s A•f'VPRaErE PLA" Id10Vm1 LAIN^E`p1LM� r N�aaWIlMp�mFL� •.w-,as•#B oWNM RHYOOrA L 19 M �pB afMIL SIE ET p.REc A N pE E11BIR fW[ AMaI M r i6T f OiB.P E -n RORi: r Non lsr «BLEE BSS N� `BIpL:pq W�ER1 LS ',p� �Wvgl w S"M wE RRBK a > pR arW/OAmWR LBTA1 ME i J6%A iT-L s >c a ( w To" 2 I r. P Eodt A(YEW)B RESw. a'n R r aDrN 'SECTION A -A vNNeA w� CAST IN PLACE. SECTION 8-0 rprt oBR wN 11"T(R Wpm" PRECAST�[i �..W NOTES (CONT.) a A'7'�'ir ' 'LNit`>iD"• aBlt a u -r ^M AXIERII Ar1��_TjQ� Opy� If R B7E R'E4 AAa{FNaR N�IR}pI DaIP RBLr BL i4 >eR�EyL�TE RAON IJBBO _BOB W. " S•4GA��{+TR'LERI~LZPRu7a'E Ltlio #RS 4 A} VAW P r TRIP -W I rwir 1 '10% 9 NW rT A u BL[7 LNfTR aC 1OLEO To ,EET RB" WK' iwr N sTMONO RY-2A }}• r.A r -t 2t`a" '. r.r .�.. E.r 'M• r .•-r R.p• .M2 lY6 C«} L LNp ygS�r y�BR�)B �p y� N. AVE[ WCrY $MR me, 6FEEm W I" A' -W P000rt IOL Fool OF ROWRO . BENIN 00 # � aaA OD'1X i191- IB{'1 j SItML STANDARD k1E4FlW DROP INLET fx 12" TO 42.1 PIPE �0B tMo1A NPMIr1oFr A ImmiftREARTOW G16 DRAIN INLET TYPE DI -7 (SHT 1 OF 2) TOP OF EMBANKMENT INTERLOCKING EROSION CONTROL BLOCK (SEE DETAIL THIS SHEEP) G13 DETENTION BASIN EMERGENCY SPILLWAY SECTION -18 PLAN VIEW �A 15 7/8" SECTION A -A SEC.?ON B -B TYPICAL PAVER DETAIL Fol"M mum TYPICAL PATTERN LAYOUT G15 INTERLOCKING EROSION CONTROL BLOCK NOTES NOTESOFr,rARa Lam. Y1 MB>��L rt0ABp1[BB{O■WYQET��.GtlTTFR AM IL EPE • S E, d � A Le'bN NL Ad9N1S AErCI5 —RS IJ TfY,YtOB 2y' in AIL A ar frAOREB 1-W La AAIrNMrz aEsrx �•VF, { MN«N FpA Rp M L VNBIII[ 2�I O1 MRa PLAN W YIIp ] r Y: o. w 1ByT r MAexce � ygF 1C rBK E N 6BSME/[ 1[[ LWORIfMII L raBe�i wf �B�rw�r $ECTxNI A•A SECTpN D• a a1Ax aeNtMME TO r p Wi ELE I[yTL KIEL w pOAryIRV� LpgBEM� ` L T '. rO��EV OXlap A 1. 1�1�O�9NIrt�i il{T JI' RLAy A BARK LORIS TaMwT FWu •r�ws rq rua a TL R PM1L18 ro &`�i�u SEG710N AAsL+BSWERerzs _ YaIE I aoTW :or[a nM �I[ BB,WMI 7a 0"Ir yKp�Rr�?i4LyPp.ONrq�TI...y�� IBELBrzTYPICALIL ELEVATIONrtA�y 9AY I. WTEa d AMl6 o -E aeCP a9rE-pE FLAT 8oP[ NTN SIDRLa SrBA . -. InADIaAL(L aLRBTREa N�,M AaOVE «Era NSRN rAWD CIGIAYI[RE 6AaE As a.2a„ tN TRBL m,M) Rp1L T.LR 2dM. Sr NOrz a 7RIttr 2011, a STANDARD MEDIAN DROP INLET WE uErel 12° TO 47" PRIE m , rwB.N oarMwm a eaMmwnArlw }w G16 DRAIN INLET TYPE DI -7 (SHT 2 OF 2) -18 1 — I P8 AMERICAS, INC. 2333 Alumni Park Plaza Suite 330 Lexington, KY 40517 (859) 272-5400 FAX 272-6556 job description CITY OF CHARLOTTESVILLE CTS OPERATIONS CENTER 1530 AVON STREET EXTENDED CHARLOTTESVILLE, VA. 22902 VMDO PROJECT 050996 tie. No. 18249 2T'�, sIr�NAL� drawn by /checked by JRE / DlCM issues and revisions FINAL SITE PLAN sheet description63. SITE PLAN DETAILS 01-01 MARCH 17, 2008 TYPICAL PATTERN LAYOUT G15 INTERLOCKING EROSION CONTROL BLOCK NOTES NOTESOFr,rARa Lam. Y1 MB>��L rt0ABp1[BB{O■WYQET��.GtlTTFR AM IL EPE • S E, d � A Le'bN NL Ad9N1S AErCI5 —RS IJ TfY,YtOB 2y' in AIL A ar frAOREB 1-W La AAIrNMrz aEsrx �•VF, { MN«N FpA Rp M L VNBIII[ 2�I O1 MRa PLAN W YIIp ] r Y: o. w 1ByT r MAexce � ygF 1C rBK E N 6BSME/[ 1[[ LWORIfMII L raBe�i wf �B�rw�r $ECTxNI A•A SECTpN D• a a1Ax aeNtMME TO r p Wi ELE I[yTL KIEL w pOAryIRV� LpgBEM� ` L T '. rO��EV OXlap A 1. 1�1�O�9NIrt�i il{T JI' RLAy A BARK LORIS TaMwT FWu •r�ws rq rua a TL R PM1L18 ro &`�i�u SEG710N AAsL+BSWERerzs _ YaIE I aoTW :or[a nM �I[ BB,WMI 7a 0"Ir yKp�Rr�?i4LyPp.ONrq�TI...y�� IBELBrzTYPICALIL ELEVATIONrtA�y 9AY I. WTEa d AMl6 o -E aeCP a9rE-pE FLAT 8oP[ NTN SIDRLa SrBA . -. InADIaAL(L aLRBTREa N�,M AaOVE «Era NSRN rAWD CIGIAYI[RE 6AaE As a.2a„ tN TRBL m,M) Rp1L T.LR 2dM. Sr NOrz a 7RIttr 2011, a STANDARD MEDIAN DROP INLET WE uErel 12° TO 47" PRIE m , rwB.N oarMwm a eaMmwnArlw }w G16 DRAIN INLET TYPE DI -7 (SHT 2 OF 2) -18 1 — I P8 AMERICAS, INC. 2333 Alumni Park Plaza Suite 330 Lexington, KY 40517 (859) 272-5400 FAX 272-6556 job description CITY OF CHARLOTTESVILLE CTS OPERATIONS CENTER 1530 AVON STREET EXTENDED CHARLOTTESVILLE, VA. 22902 VMDO PROJECT 050996 tie. No. 18249 2T'�, sIr�NAL� drawn by /checked by JRE / DlCM issues and revisions FINAL SITE PLAN sheet description63. SITE PLAN DETAILS 01-01 MARCH 17, 2008 issues and revisions FINAL SITE PLAN sheet description63. SITE PLAN DETAILS 01-01 MARCH 17, 2008 MTI GALVANIZE RIGID STEI CONDUIT STUBS. PROVIDE MALLEABLE IRON GROUND BUSHINGS AND PLAN VIEW #4 BARE COPPER GROUND WIRE TO GROUND ROD. LIMITS OF NEW PAD MOUNTED TRANSFORMER (BY 10. 9 ;RUSHED TONE ROVIDE 3/4" -iAMFERED )GE ON ALL ORNERS. '4"X 10' )PPER CLAD EEL GND. ROD SECONDARY CONDUIT WINDOW. PROVIDE #4 COPPER BOND TO TRANSFORMER CHASSIS. UTILITY COMPANY) 1' 3500 PSI TY CONCRETE #4 REBAR 12" O.C. 6. BOTH WAYS 3" FINISH GRADE T TF 6 MIL. PLASTIC 24" 8 I I UNDER STONE 'll If CRUSHED 30" MIN. STONE #S BURY 42" MIN. BURY �4" WCRUSHED STONE #57 SECONDARY COMPACT EXCAVATED CONDUITS SOIL PRIOR TO USE LONG PRIMARY CONDUITS USE PLACING PAD. SWEEP LONG SWEEP GALV. RIGID GA -'-V. RIGID STEEL ELBOWS 36"STEEL RADIUS 42" MINIMUM SECTION A -A ELBOWS 36" BURY PER UTILITY RADIUS COMPANY REQUIREMENTS TRANSFORMER PAD DETAIL G17 ELECTRIC TRANSFORMER PAD 5-1/4" FIRE HYDRANT WITH TWO 2-1/2" HOSE NOZZLES AND ONE PUMPER NOZZLE --� FINISH GRADE ,j PLACE CONC. KICKER BEHIND GATE VALVE HYDRANT, MIN. OF 8" DEEP, 15" HIGH AND FULL WIDTH OF TRENCH (KICKER TO BEAR ON UNDISTURBED EARTH) ---./ /-n GRADE NEED #8 COPPER WIRE AS REQUIRED. IT SHALL BE EXTENDED, AND ATTACHED TO SAFETY FLANGE BOLT ON EACH FIRE HYDRANT -� #8 COPPER WIRE WITH NON-METALLIC PIPE VALVE BOX TEE OR TAPPING VALVE & SLEEVE z_ �w n 0 WOF ATER MAIN < - - - - -----III ice_-A`I11-------III .` < s > ' 18" MIN. LAYING LENGTH, 48" MAX. LAYING LENGTH ON NEW CONSTRUCTION 3/4" EYE BOLT ALL THREAD TIEBOLTS__ MIN. OF 3 CU. FT. OF NO. 9 CRUSHED STONE, FINE GRAVEL OR SAND UNDER HYDRANT FOR DRAINAGE G18 TYPICAL FIRE HYDRANT SETTING -19 DETECTABLE MARKING TAPE, 12" BELOW FINISHED GRADE SELECT BACKFILL, COMPACTED o0 (4) #4 BARS,o #3 TIES 4 -IN O.C. 4" TYPE EB PVC PROVIDE 3" DUCT. (TYP OF 2 CONCRETE COVER. FOR PRIMARY POWER 3000 P.S.I & TYP. OF 4 FOR .NOTES: CONCRETE TELECOM/DATA) MIN. SPACING SHALL BE 2" BETWEEN CONDUITS AND 6" MIN. FROM CONDUITS TO TRENCH WALL WHERE POWER CONDUITS CROSS WATER, GAS OR GROUND SOURCE HEAT LINES, DIP POWER CONDUITS UNDER OTHER LINES. G19 ELECTRIC SERVICE TRENCH -19 FROST -PROOF FRAME WITH SOLID LID AND INNER LID / MINIMUM 24 INCH DIAMETER-\ C.I. MANHOLE STEPS 16" 0. C. (TYP.) FROM SITE WATER MAIN DOUBLE-CHECK VALVE ASSEMBLY M OS&Y GATE VALVE (TYP.) I POST INDICATOR VALVE PROVIDE PADLOCK IN OPEN POSITION FIRE DEPARTMENT GALV. SOCKET SIAMESE CONNECTION CLAMP WASHER GRINNELL NO. 594, TYP. GRADE - 5'Lx3'-8"W PRECAST CONCRETE UTILITY VAULT CHECK VALVE ON LINE LEADING TO FIRE DEPARTMENT CONNECTION FILL SPACE WITH WATERPROOF MASTIC GALV. SOCKET CLAMP GRINNELL FIG. 595 f V. ROD, TYP. E AS CIFIED PLUG GALV. ANCHOR STRAP GRINNELL FIG. 592 G (TYP.) G23 WATER LINE END PLUG �BUILDINGLINE FIRETSERVICE "-19 G20 PIV FIRE DEPARTMENT CONNECTION -19 GENERAL SPECIFICATIONS PROVIDED EQUIPMENT NO. REO'D: (1) 1. 150/ R.F.S.O. FLANGE CAPACITY: 2,000 GALLONS 2. MONITOR LUG TYPE: HT, HIGHGUARD , DOUBLE WALL 3. VELOCITY HEAD DIFFUSION BAFFLE MATERIAL: MILD CARBON STEEL 4. WEAR PLATE FLOW RATE: 200 GPM 5. SEDIMENT CHAMBER GAUGE: OUTER INNER 6. UNDERFLOW BAFFLE SHELL- 10 GA 7 GA 7. SLUDGE BAFFLE HEADS- 10 GA 7 GA 8. STRIKER PLATES SURFACE PREP: SSPC NO.6 BLAST ALL EXTERIOR SURFACES 9. PARALLEL CORRUGATED PLATE COALESCER COATING: MATERIAL THICKNESS 10. OIL/WATER SEPARATOR CHAMBER EXTERIOR- HIGHGUARD (75 MILS) 11. 2"0 FTG. FOR LEAK DETECTION INTERIOR- NONE 12. OUTLET DOWNCOMER CONSTRUCTION : LAP FR & WELD ALL EXTERIOR SEAMS 13. 24"0 MANWAY WITH DOLT -ON EXTENSION OPERATING PRESSURE : ATMOSPHERIC SHIPPED LOOSE 14. 4Y FTG. FOR OIL PUMPOUT W/INTERNAL NOTES. PIPE INSTALLED & RISER PIPE SHIPPEDLOOSE 1. POLYURETHANE HIGHGUARD TANK IS NOT APPROVED FOR THE STORAGE OF HEATED 15. 2"0 FTG. FOR LEVEL SENSOR W/ RISER PRODUCTS PIPE SHIPPED LOOSE. 2. TANK HAS 30 YEAR LIMITED WARRANTY 16. UFnNG LUG 3. 15000 VOLT SPARK TEST PROVIDED AT FACTORY 17, 2"0 FIG. FOR VENT TYP. BOTH MANWAYS. 4. ALL VENT PIPING BY INSTALLER 18. 4Y FTG. FOR GAUGE WITH PLUG TYP. BOTH MANWAYS. 19. 2 -INCH INTERFACE LEVEL SENSOR FITTING MRH EXTENSION PIPE. 20. 2 -INCH LEAK DETECTION MONITOR PIPF. 21. MANWAY WITH COVER. 22. OIL INTERFACE LEVEL SENSOR. 23. ALARM CONTROL PANEL 24. MUSHROOM VENTS. 25. EPDXY COATED STEEL RISER CLAMPS. 26. GALVANIZED UNIONS. 27. GALVANIZED STEEL VENT PIPES ABOVE GRADE. 28. OUTLET VENT PIPE. 91 NOTE: 1:1 MAX. SLOPE TO BLDG. B FOOTING W1 a INSTALLER TO INSTALL J"X3" GALVANIZED S E EL MOUNT PANEL TO BRACE BETWEEN FENCE MAINTENANCE BLDG WALL POSTS AND SECURE VI,;NT (SEE ELECTRICAL PLAN FOR RISERS TO BRACE WITH GALVANIZED STEEL POWER TO PANEL)-,, U -CLAMPS AND NUTS 21 T INSTALLED 48" PIER NEPA-30 MIN. 17 6„0 1 13 1._2„ 12" MIN. A A12' MIN ' 17 COVER z 1„ 11-0.. A 1/a" ARREGATE I 3/6"' , 11 . - DRAINAGE O3 BEVEL DETAIL i BACKFILL 12 14" i i OIL/17f COURSE ITER 5" i111� J INTER FA -------------- A ------------- SEE BEVEL DETAIL I ! X064 II II 9 „ � I POLYESTER ; - 22 - F ?. 1 6"0 PLAN VIEW i- HOLD-DOWN PICTORIAL VIEWSTRAPS WITH ilii 4 3 I GALVANIZED FITTINGS 18 -NOTES- 12"X12"X12' U L -E 6 DEADMAN ---- - - -- ----- 10 RODENT SCREEN OF 2x2 MESH 16 GAUGE (0.063 IN. DIA. ) STEEL HEAVY ( MAX.) HOT DIP GALVANIZED WOVEN WIRE CLOTH. THE MESH - SHALL EXTEND A MINIMUM OF 1" ABOVE THE O.D. OF THE PIPE.6" 24" 24" 29" 27" 22" 12" 2. THE SLOT IS TO BE CONSTRUCTED SO THAT THE MESH CAN BE )•' REMOVED FOR CLEANOUT PURPOSES. BEVEL PERMITTED FOR EASY FORM REMOVAL. INSTALL OR CONSTRUCT HEADWALL TO SLOPE 4% TO ENSURE POSITIVE E OUTLET FLOW. ND VIEW 12' SECTION A -A ELEVATION G21 CANOPY DRAIN HEADWALL -19 G22 OIL SEPARATOR DETAILS -19 PB AMERICAS, INC. 2333 Alumni Park Plaza Suite 330 Lexington, KY 40517 (859) 272-5400 FAX 272-6556 job description CITY OF CHARLOTTESVILLE CTS OPERATIONS CENTER 1530 AVON STREET EXTENDED CHARLOTTESVILLE, VA. 22902 VMDO PROJECT 050996 drawn by / checked by .IRE / DW issues and revisions FINAL SITE PLAN sheet description SITE PLAN DETAILS ?k MARCH 17, 2008 MIN. BETWEEN PA MAX. BETWEEN PANE ALL PART POLYESTE COATED E NUTS ANC 3" ) S1 nmcccCn cirri nen ISOMETRIC VIEW ,E COLLAR 12 GAUGE STEEL, 3" X3", GALVANIZED CARRIAGE BOLT, WASHER AND NUT 5/16' X 1 1/2", GALVANIZED WIRE RETAINING PLATE 1/4" THICK X 1", GALVANIZED UNIVERAL BRACKET KIT TYPICAL SLOPE INSTALLATION DETAILS RTICAL POST ;TALLATI ON _OPE INSTALLATION: 1. ANGLE THE PANEL BEFORE ATTACHING THE BRACKET. 2. SLOPE DETAIL SHOWN IS FOR GRADUAL SLOPES ONLY. FOR SLOPES STEEPER THAN 5%, USE STAIR STEP INSTALLATION METHOD. 3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL SHOWING PROPOSED INSTALLATION METHODS. 3" FOR 8'H PANEL = 3' SLOPE: CC FO( 3'— MIN. F1 PREMIUM FENCE DETAIL -20 INSTALLATION lim 3/4" LOG CARRIAGE BOLT 7" X 1/2" GALVANIZED CLAMP—ON HINGE FOR POST NOTES: 1. SURROUNDING GROUND SHALL BE GRADED TO AN EVEN SLOPE ALL ALONG THE LENGTH OF THE AREA WHERE THE FENCE IS TO BE INSTALLED. 2. FENCE SHALL BE INSTALLED A MINIMUM DISTANCE OF 1-1/4" AND A MAXIMUM OF 2" ABOVE THE GROUND SURFACE. 3. INSERT ALL POSTS VERTICALLY AT THE PROPER HEIGHT IN CONCRETE. AFTER THE CONCRETE HAS SET, THE MESH SECTIONS SHALL BE FASTENED TO THE POSTS WITH THE UNIVERSAL BRACKET KITS. 4. WHEN IT IS NECESSARY TO CUT OR TRIM ANY POST OR WIRE MESH SECTION, THE RESULTING EXPOSED ENDS SHALL BE COVERED WITH A ZINC RICH PRIMER AND FINAL COATED WITH AN EPDXY TOUCH UP PAINT MATCHING THE SELECTED FENCE COLOR. GALVANIZED HINGE CARRIAGE BOLT BOLT 3" X 1/2" 3/4" X 6" —1 GALVANIZED LOCK NUTS GALVANIZED GATE 6" X 6" X 0.25" GATE FRAME GALVANIZED TUBE OF (2") X (2") GATE HINGE DETAIL MOUNTING HEIGHT TO CLEAR ADJACENT CURBING. DOUBLE SWING GATE INSTALLATION DETAILS 8'-4. PB AMERICAS, INC. 2333 Alumni Park Plaza Suite 330 Lexington, KY 40517 (859) 272-5400 FAX 272-6556 job description CITY OF CHARLOTTESVILLE CTS OPERATIONS CENTER 1530 AVON STREET EXTENDED CHARLOTTESVILLE, VA. 22902 VMDO PROJECT 0509% Lie. NO* 182269 drawn by / checked by JRE / DKM issues and revisions FINAL SITE PLAN sheet description SITE PLAN DETAILS 633.01 '01 f,!U:T.1:iiRE1 _. ....4511. N N Y 9+50.00 0 9+00.00 .... :..; N Y 430 _ m '... - 420. 50 100 150410 _.... N Y Y _. 440.. _ __. _... _. ,_.44Q. m o N_. e _. ..430. _ _. .. _.... _;, 430 _... 420.. _. , 420 _.. 100 -50 0 _ 50. 100 _ 150-41.0. 10+00.00 g N Y I � pJ N __... 440. �. .440 _.. w a 430... 1.430 .420. .... ,.. 420 _ _.. 100 _. -Sp 0 _ 50 100 150-410 _. ....4511. N N Y 9+50.00 0 9+00.00 SEE SHEETS C1.19 AND C1.20 FOR SECTION LOCATIONS AND TYPICAL SECTION PB AMERICAS, INC. 2333 Alumni Park Plaza Suite 330 Lexington, KY 40517 (659) 272-5400 FAX 272-6556 job description CITY OF CHARLOTTESVILLE CTS OPERATIONS CENTER 1530 AVON STREET EXTENDED CHARLOTTESVILLE, VA. 22902 VMDO PROJECT 050996 drown by / checked by issues and revisions FINAL SITE PLAN sheet description AVON STREET SECTIONS STA. 9+00 TO 10+00 MARCH 17, 2008 *03 .09 ro' .... :..; 450 _. Y 430 _ '... - 420. 50 100 150410 _.... SEE SHEETS C1.19 AND C1.20 FOR SECTION LOCATIONS AND TYPICAL SECTION PB AMERICAS, INC. 2333 Alumni Park Plaza Suite 330 Lexington, KY 40517 (659) 272-5400 FAX 272-6556 job description CITY OF CHARLOTTESVILLE CTS OPERATIONS CENTER 1530 AVON STREET EXTENDED CHARLOTTESVILLE, VA. 22902 VMDO PROJECT 050996 drown by / checked by issues and revisions FINAL SITE PLAN sheet description AVON STREET SECTIONS STA. 9+00 TO 10+00 MARCH 17, 2008 *03 .09 ro' - T / checked by 448 CONS. 35 091% .-. O'446 PIPE FOR (PTICA- RUNS d 444 . 444.1 443.61J. _- 442 440 y 458 456. O W _ -------- 454 , o i - - 452 - 452 �� EXIST. GROUNDLINE _ .. -.... _.. _. _ -.._. .. 450. _. ...... --.aFn. 446 NEW GROUNDUNE _ 446 - _ 444 - - '., CONST.PEO LF 12. I - -- — -- ._ 442 - 2.07 440 cli Z L6 C5 O Z O� ZO HOIY _ Inm NW m. Zyl C3 W Z 1 W W 454 o x 454 N ? S NOTE: ALL STORM SEWER ,o PIPE TO BE DUAL -WALL, z 452 CORRUGATED HDPE PIPE &. - 452 i 452 UNLESS NOTED OTHERWISE. � o i\ a NOTE: REFERENCE VDOT zo �� OD STANDARD DWG IS -1 FOR 450 \ STANDARD METHOD OF 450 450 SHAPING INLET INVERTS. N i 6.70 \ < z a U U � 446. 446.8 \ N 448 \ 448 448 445;0 ONST. 12 LF 12' CONST. 23 LF 12' PIPE 0 1.08% 446 PIPE o toDx NEW 446 446 GROUNDUNE µ5, caw.82 t!•- 12'EXIST. GROUNDUNE PIPE 0 1,60X 444 445.2 ------ - 444 - 444 Pl"WATER NEW 2' NON -POTABLE -NEW GAS UNE WATER UNE .69 ' 442 �443. mss! 442 442 NEW 6' SAN.'AI Y NEW 4' 1?G u... SEWER UNE 'D' RAINWATER 3.28 1p '9P O 3 j3X 440 t 440 440 438 436 0+00 1+00 STORM LINE "8" PROFILE NEW 6' SANITARY I I SEWER UNE 'B' I I I 438 t1 438.80 - 436 438 43.6 434 0+00 1+00 STORM LINE "10" PROFILE 0+00 1+00 STORM LINE "9" PROFILE 2+00 450 1 448 1 446 1 444 1 442 1 440 1 438 I 436 1 434 2+00 PB AMERICAS, INC. 2333 Alumni Park Plaza Suite 330 Lexington, KY 40517 (859) 272-5400 FAX 272-6556 job description CITY OF CHARLOTTESVILLE CTS OPERATIONS CENTER 1530 AVON STREET EXTENDED CHARLOTTESVILLE, VA. 22902 VMDO PROJECT 050996 drawn by / checked by 448 CONS. 35 091% .-. O'446 PIPE FOR (PTICA- RUNS 444 . 444.1 443.61J. _- 442 440 1+00 STORM LINE "10" PROFILE 0+00 1+00 STORM LINE "9" PROFILE 2+00 450 1 448 1 446 1 444 1 442 1 440 1 438 I 436 1 434 2+00 PB AMERICAS, INC. 2333 Alumni Park Plaza Suite 330 Lexington, KY 40517 (859) 272-5400 FAX 272-6556 job description CITY OF CHARLOTTESVILLE CTS OPERATIONS CENTER 1530 AVON STREET EXTENDED CHARLOTTESVILLE, VA. 22902 VMDO PROJECT 050996 drawn by / checked by JEN / DKM 2 0 2 4 VERTICAL SCALE OF FEET 20 0 20 40 HORIZONTAL SCALE OF FEET issues and revisions FINAL SITE PIAN 13—JUN-08 FSP REVISIONS ® 24—OCT-08 VE REVISIONS sheet description STORM SEWER PROFILES LINE "8" CAS 63.141 MARCH 17, 2008 4"X4" W4 X W4 j WIRE MESH 4" 3000 PSI'i?v`3st�1 CONCRETE 4" AGGREGATE BASE - COURSE(VDOT 218) EARTH SHALL BE - UNDISTURBED OR ROCK REFILL ALUMINUM CLOSE-MECH 1 -0" GRATING, fj" MAX. OPENINGS kt; A-4 MIN 1/2" SECTION A -A 4" OVERLAP 1/4" WIDE CONSTRUCTION Ji. 3/4" DEEP 4" (TYP) ST19 DRAIN UNDER SIDEWALK DETAIL NOTES: 1) ALL ELEVATIONS, DIMENSIONS AND LOCATIONS OF RISERS AND INLETS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. 2) PIPE JOINTS SHALL BE CONNECTED WITH GASKETED BANDS TO PREVENT INFILTRATION OF FINES INTO THE PIPE SYSTEM. 3) ALL FITTINGS AND REINFORCEMENT COMPLY WITH ASTM A998. 4) SYSTEM MADE FROM: 36" 0, 2 3" X }, PERFORATED ALUMINIZED STEEL TYPE 2, 16GA., CSP. 5) MINIMUM COVER HEIGHT SHALL BE 18" FROM SURFACE OF CONCRETE PAVING. 6) CONTRACTOR SHALL FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR CONSTRUCTION EQUIPMENT LOADS. 7) ALL PIPE DIMENSIONS ARE SUBJECT TO MANUFACTURERS TOLERANCES. 8) ALL RISERS AND STUBS ARE 2 % X J¢" CORRUGATION AND 16 GAGE, UNLESS OTHERWISE NOTED. 9) RISERS SHALL BE FIELD TRIMMED TO FINAL GRADE. 10) SYSTEM SHALL MEET REQUIREMENTS H20/H25 LOADING. 11) REFER TO SHEETS C2.1, C2.2 AND C3.11 FOR PLACEMENT OF SYSTEM IN PROFILE AND SECTION VIEW. SPECIFICATION FOR PERFORATED CORRUGATED STEEL PIPE -ALUMINIZED TYPE 2 STEEL: SCOPE: THIS SPECIFICATION COVERS THE MANUFACTURE AND INSTALLATION OF THE PERFORATED CORRUGATED STEEL PIPE (CSP) DETAILED HEREIN. THE UNDERGROUND CSP DETENTION SYSTEM SHALL BE A PRE-ENGINEERED SYSTEM BY AN APPROVED MANUFACTURER OF SIMILAR SYSTEMS WITH AT LEAST FIVE YEARS OF PRIOR EXPERIENCE IN THE DESIGN, MANUFACTURING AND INSTALLATION OF SUCH SYSTEMS. SHOP DRAWINGS BEARING THE SEAL OF A VIRGINIA LICENSED PROFESSIONAL ENGINEER SHALL BE SUBMITTED FOR APPROVAL BY THE ARCHITECT. MATERIAL: THE ALUMINIZED TYPE 2 STEEL COILS SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF AASHTO M 274 OR ASTM A 929. PIPE: THE CSP SHALL BE MANUFACTURED IN ACCORDANCE WITH THE APPUCABLE REQUIREMENTS OF AASHTO M-36 OR ASTM A760. THE PIPE SIZES, GAUGES, PERFORATIONS AND CORRUGATIONS SHALL BE AS SHOWN ON THE PROJECT PLANS, AND AS RECOMMENDED BY THE MANUFACTURER. ALL FABRICATION OF THE PRODUCT SHALL OCCUR WITHIN THE UNITED STATES. HANDUNG & ASSEMBLY: SIW1 BE IN ACCORDANCE WITH NCSPA'S (NATIONAL CORRUGATED STEEL PIPE ASSOCIATION) RECOMMENDATIONS. INSTALLATION: SHALL BE IN ACCORDANCE WITH AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, SECTION 26, DIVISION II OR ASTM A 798 AND IN CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. IF THERE ARE ANY INCONSISTENCIES OR CONFLICTS THE CONTRACTOR SHOULD DISCUSS AND RESOLVE WITH THE PROJECT ENGINEER. CONSTRUCTION LOADS: CONSTRUCTION LOADS MAY BE HIGHER THAN FINAL LOADS. FOLLOW THE MANUFACTURER'S OR NCSPA GUIDEUNES. LIVE EXISTING `- GROUND 1.) CONCRETE PAVEMENT - SEE PAVING DETAILS 3 2.) AGGREGATE BASE COURSE - SEE PAVING DETAILS 3.) SHOULD FILL MATERIAL BE ENCOUNTERED AT BOTTOM OF DETENTION/INFILTRATION SYSTEM EXCAVATION, EXCAVATE TO NATURAL SOIL AND BACKFILL WITH SPECIFIED BEDDING MATERIAL. SEE SHEET C3.11 FOR ANTICIPATED EXCAVATION LIMITS. 4.) 18" MIN. MEASURED FROM TOP OF RIGID CONCRETE PAVEMENT. 5.) SELECT DRAINAGE COURSE AGGREGATE PER AASHTO M145 A-1, A-2 OR A-3 OR APPROVED EQUAL. (COMPACTED TO MIN. 95% ASTM D-698 STANDARD PROCTOR DENSITY) 6.) 2 2/3" X 1/2" PERFORATED ALUMINIZED CSP, GAGE PER AASHTO SECTION 12. TYPICAL SECTION/BACKFILL DETAIL 12"0 STUB INV 12"=438.80 INV 36"=437.30 TRENCH NOTE: INSTALL INVERT OF TRENCH AT 1/4 -INCH PER FOOT SLOPE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. TOP SURFACE OF CONCRETE SIDEWALLS TO BE FLUSH WITH SURROUNDING PAVEMENT. 1/2- FALL TYPICAL TO ALL SIDES 1 j"Hx 1 j"Wx}i GRATE i /STEEL FRAME I_1 11/2" NELSON STUD SHOP WELDED TO `FRAME (24" O.C. TYP) DETAIL "A" PAVEMENT SEE SITE i� PLAN VARIES DETAIL A N", PLAN VIEW GRATE PLAN VIEW PEDESTRIAN/CAR AREA GRATE PLAN VIEW SECTION A -A BUS AREA ST20 TRENCH DRAIN DETAIL "WMB INSTALLATION SPECIFICATION 01infl11 24"Lx12"Wx2i CAST ALUMINUM TRENCH GRATING, H-20 TRAFFIC RATING. }" MAX. OPENINGS PERPENDICAULAR TO TRAFFIC FLOW, A.D.A. COMPLIANT. 24"Lx12"Wx1j%"T EXTRA HEAVY DUTY DUCTILE IRON TRENCH GRATING, LOAD CLASS E. PRIOR TO PLACING THE BEDDING, THE FOUNDATION MUST BE CONSTRUCTED TO A UNIFORM AND STABLE GRADE. IN THE EVENT THAT UNSUITABLE FOUNDATION MATERIALS ARE ENCOUNTERED DURING EXCAVATION, THEY SHALL BE REMOVED AND BROUGHT BACK TO THE GRADE WITH A FILL MATERIAL AS APPROVED BY THE ENGINEER. ONCE THE FOUNDATION PREPARATION IS COMPLETE, THE 4 INCHES OF VDOT 157 SHALL BE PLACED AS THE BEDDING. BACKFILL THE BACKFILL SHALL BE VDOT }'57. THE MATERIAL SHALL BE PLACED IN B -INCH LOOSE LIFTS AND COMPACTED TO 955 ASTM D-698 STANDARD PROCTOR DENSITY. WHEN PLACING THE FIRST LIFTS OF BACKFILL IT IS IMPORTANT TO MAKE SURE THAT THE BACKFILL IS PROPERLY COMPACTED UNDER AND AROUND THE PIPE HAUNCHES. BACKFILL SHALL BE PLACED SUCH THAT THERE IS NO MORE THAN A TWO LIFT DIFFERENTIAL BETWEEN ANY OF THE PIPES AT ANY TIME DURING THE BACKFILL PROCESS. THE BACKFILL SHALL BE ADVANCED ALONG THE LENGTH OF THE DETENTION SYSTEM AT THE SAME RATE TO AVOID DIFFERENTIAL LOADING ON THE PIPE. OTHER ALTERNATE BACKFILL MATERIAL MAY BE ALLOWED DEPENDING ON SITE SPECIFIC CONDITIONS. REFER TO TYPICAL BACKFILL DETAIL FOR TYPE OF MATERIAL REQUIRED. MINIMUM COVER BACKFILL SHALL BE PLACED TO THE PROPER ELEVATION OVER THE SYSTEM AS OUTLINED IN THE PLANS. MINIMUM COVER FOR CONSTRUCTION LOADING SHALL BE DETERMINED BY CONTRACTOR BASED ON THE TYPE OF EQUIPMENT THAT IS PLANNED FOR CONSTRUCTION. PROPER COVER FOR CONSTRUCTION EQUIPMENT SHALL BE DETERMINED PRIOR TO THE PLACEMENT OF THE DETENTION PIPING. 15"0 STUB 8 INV 12"=438.30 INV 36"=437.30 7.) STANDARD SPACING IN TABLE, SPECIAL SPACING IS SUBJECT TO APPROVAL BY PIPE SYSTEM MANUFACTURER. SPACING CHART PER AISI AND NCSPA GUIDELINES DIAMETER I REQUIRED SPACING UP TO 24" 12" 24" - 72" 1 1/2 PIPE DIA 72" AND UPI 36" 8.) C40 NON -WOVEN GEOTEX11LE WRAPPED AROUND DRAINAGE COURSE AGGREGATE AND AROUND PIPE TO PREVENT SOIL MIGRATION. 9.) RELATIVELY LOOSE GRANULAR BEDDING COURSE, ROUGHLY SHAPED TO FIT BOTTOM OF PIPE, 4" TO 6" IN DEPTH. (VDOT #57 OR OTHER SUITABLE GRANULAR MATERIAL) Lr, aD 36"0 RISER RIM=442.5±- 100•-0" MATCH PAVEMENT 95•-9" 36"0 RISER 36"0 RISER H-12 HUGGER BAND RIM=442.5± RIM=444.5± SEE DETAIL MATCH PAVEMENT MATCH PAVEMENT 36"0 RISER RIM=443.5± MATCH PAVEMENT 15"0 STUB INV 15"=438.80 INV 36"=437.30 36"0 RISER ACCESS RIM=442.03 MATCH SURFACE ELEV. 15"0 STUB36"0 RISER INV 15"=437.30 RIM=442.5± INV 36"=437.30 MATCH PAVEMENT 15"0 STUB \-36"0 RISER TOP 15" RISER 439.80 RIM=442.5± INV 15" PIPE=438.00 MATCH FINISHED INV 36" PIPE=437.30 GRADE (SEE RISER (SEE PROFILE SHT. CAP DETAIL THIS C2.1 FOR RISER SHT., TYPICAL FOR OUTFALL STRUCTURE ALL RISERS) A,A WIDTH AND LENGTH, 23.5 THROUGH 27.5 CURB INLET INSERT DROP BOX INSERT ST22 TYPICAL STORM INLET FILTER INSERTS NOTES: 1. REFER TO SHEETS C2.1, C2.2 AND C3.11 FOR PLACEMENT OF SYSTEM IN PROFILE AND SECTION VIEW. 2. SHOULD FILL MATERIAL BE ENCOUNTERED AT BOTTOM OF DETENTION/INFILTRATION SYSTEM EXCAVATION, EXCAVATE TO NATURAL SOIL AND BACKFILL WITH SPECIFIED BEDDING MATERIAL. SEE SHEET C3.11 FOR ANTICIPATED EXCAVATION UNITS. ST21 UNDERGROUND PERFORATED ALUMINIZED CSP DETENTION/INFILTRATION SYSTEM DETAILS MB HEAVY-DUTY TRAFFIC RATED MANHOLE OR CATCH BASIN. CONCRETE PAVEMENT --i GRATE FRAME INSIDE DIAMETER SHALL BE (RISER 0 + 3") COMPACTED SUB GRADE CUT RISER TO FINAL CMP RISER ". ELEVATION IN FIELD -- ACCESS LADDER BASE COLLAR/SLAB 12"x12" USE FLEXIBLE JOINT MATERIAL TO PREVENT CONCRETE FROM CONTACTING THE RISER IN ANY WAY REINFORCED CONCRETE SECTION A -A PAVEMENT OR CONCRETE CAP NOTES: 1. MANHOLE ACCESS FRAMES SHALL BE CAST INTEGRAL WITH SURROUNDING CONCRETE PAVING. FOR MANHOLE OPENINGS NOT LOCATED WITHIN PAVED AREA, PROVIDE A 48"x48"x6" CONCRETE CAP AROUND OPENING. 3. THE FLEXIBLE JOINT MATERIAL (RECYCLED VINYL OR EQ.) TO BE STIFF ENOUGH SO THAT THE CONCRETE CAN NEVER ENGAGE WITH THE RISER CORRUGATIONS. TYPICAL RISER CAP DETAIL ALN.T.S. BOLT, BAR & STRAP CONNECTOR BOLT, BAR & STRAP CONNECTOR 7/8"0 BAR 1/2"0 BOLT 0 -RING GASKET O-RING GASKET GASKETED SECTION H-12 HUGGER BAND GENERAL NOTES: 1. REFER TO MANUFACTURER'S BAND SELECTION GUIDE FOR BAND WIDTH, GAGE, AND FASTENER TYPES. 2. BANDS FOR PIPE -ARCH SHALL BE THE SAME AS FOR EQUIVALENT DIAMETER ROUND PIPE. 3. BANDS SHALL BE FURNISHED AS FOLLOWS: 12" THRU 48" 1 -PIECE 4. BAND FASTENERS SHALL BE ATTACHED WITH SPOT WELDS, RIVETS OR HAND WELDS. ALL ALUMINUM BANDS, BOTH SINGLE AND DOUBLE BB&S, SHALL BE FURNISHED WITH A 14 GAGE ALUMINUM BACK-UP PLATE WELDED TO THE BAND AND THE STRAP. 5. REROLLED ANNULAR END CORRUGATIONS SHALL BE 2-2/3" X 1/2". DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES. TYPICAL HUGGER BAND DETAIL L PB AMERICAS, INC. 2333 Alumni Park Plaza Suite 330 Lexington, KY 40517 (859) 272-5400 FAX 272-6556 job description CITY OF CHARLOTTESVILLE CTS OPERATIONS CENTER 1530 AVON STREET EXTENDED CHARLOTTESVILLE, VA. 22902 VMDO PROJECT 050996 drawn by / checked by JRE C" issues and revisions FINAL SITE PLAN sheet description STORMWATER/ DRAINAGE DETAILS u9 01 MARCH 17, 2008 • • CURB INLET INSERT DROP BOX INSERT ST22 TYPICAL STORM INLET FILTER INSERTS NOTES: 1. REFER TO SHEETS C2.1, C2.2 AND C3.11 FOR PLACEMENT OF SYSTEM IN PROFILE AND SECTION VIEW. 2. SHOULD FILL MATERIAL BE ENCOUNTERED AT BOTTOM OF DETENTION/INFILTRATION SYSTEM EXCAVATION, EXCAVATE TO NATURAL SOIL AND BACKFILL WITH SPECIFIED BEDDING MATERIAL. SEE SHEET C3.11 FOR ANTICIPATED EXCAVATION UNITS. ST21 UNDERGROUND PERFORATED ALUMINIZED CSP DETENTION/INFILTRATION SYSTEM DETAILS MB HEAVY-DUTY TRAFFIC RATED MANHOLE OR CATCH BASIN. CONCRETE PAVEMENT --i GRATE FRAME INSIDE DIAMETER SHALL BE (RISER 0 + 3") COMPACTED SUB GRADE CUT RISER TO FINAL CMP RISER ". ELEVATION IN FIELD -- ACCESS LADDER BASE COLLAR/SLAB 12"x12" USE FLEXIBLE JOINT MATERIAL TO PREVENT CONCRETE FROM CONTACTING THE RISER IN ANY WAY REINFORCED CONCRETE SECTION A -A PAVEMENT OR CONCRETE CAP NOTES: 1. MANHOLE ACCESS FRAMES SHALL BE CAST INTEGRAL WITH SURROUNDING CONCRETE PAVING. FOR MANHOLE OPENINGS NOT LOCATED WITHIN PAVED AREA, PROVIDE A 48"x48"x6" CONCRETE CAP AROUND OPENING. 3. THE FLEXIBLE JOINT MATERIAL (RECYCLED VINYL OR EQ.) TO BE STIFF ENOUGH SO THAT THE CONCRETE CAN NEVER ENGAGE WITH THE RISER CORRUGATIONS. TYPICAL RISER CAP DETAIL ALN.T.S. BOLT, BAR & STRAP CONNECTOR BOLT, BAR & STRAP CONNECTOR 7/8"0 BAR 1/2"0 BOLT 0 -RING GASKET O-RING GASKET GASKETED SECTION H-12 HUGGER BAND GENERAL NOTES: 1. REFER TO MANUFACTURER'S BAND SELECTION GUIDE FOR BAND WIDTH, GAGE, AND FASTENER TYPES. 2. BANDS FOR PIPE -ARCH SHALL BE THE SAME AS FOR EQUIVALENT DIAMETER ROUND PIPE. 3. BANDS SHALL BE FURNISHED AS FOLLOWS: 12" THRU 48" 1 -PIECE 4. BAND FASTENERS SHALL BE ATTACHED WITH SPOT WELDS, RIVETS OR HAND WELDS. ALL ALUMINUM BANDS, BOTH SINGLE AND DOUBLE BB&S, SHALL BE FURNISHED WITH A 14 GAGE ALUMINUM BACK-UP PLATE WELDED TO THE BAND AND THE STRAP. 5. REROLLED ANNULAR END CORRUGATIONS SHALL BE 2-2/3" X 1/2". DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES. TYPICAL HUGGER BAND DETAIL L PB AMERICAS, INC. 2333 Alumni Park Plaza Suite 330 Lexington, KY 40517 (859) 272-5400 FAX 272-6556 job description CITY OF CHARLOTTESVILLE CTS OPERATIONS CENTER 1530 AVON STREET EXTENDED CHARLOTTESVILLE, VA. 22902 VMDO PROJECT 050996 drawn by / checked by JRE C" issues and revisions FINAL SITE PLAN sheet description STORMWATER/ DRAINAGE DETAILS u9 01 MARCH 17, 2008 _TYPICAL DE"T FOR, TEMPORARY FILTER BARRIER/SILT F'NCE/CHECK DMA AT CULVWT CAECX WN +kLalti SEE NOTE J ' yy TRACH DAN NOTES rN.JJ t tWW. .TE'Am YY*T.CTn DESS 1. RJGN ice.. "a C•'L ND M SPEL•CAT NS UA C 3 MTMNt A 6•YPIIRM' Atn O TO 1X CONTAJJET rl M•tT li MAY 0R XASEREItT. TYPICAL DETAIL FOR TEMPORARY FILTER 11ARRE'R/CHECK DAM AT TOE OF FILI- TOE OF I T M�_T IAL .I PAL. 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T T SEP[NT FE V 2. W EPE ORYMNZ A1�/6 EXCEEO 1 JCR OR wai OPO" •i CONK AOLEOATE Fr-� )M�RMI3E OfF01C°`'OEPTN.YIIDTN Rq ILL �' A "I"M atICI, DW Ls A u. n No e•L A -A •SF CDAVE IS LOGRO'+R AN ADNLEMSECTION A TAAVQWAY, SLOPE FAONO O TO E FRONT ELEVATION &1�NN «n To e 0.. f.Gp"PS YGScWvCMyM RE o IJI EM. Wc�«"HFRm ROCK CHECK DAMS TYPE I& It m JOJ MONY EPMTIEWT U TRANSPORTATION MAS E5 ROCK CHECK DAM ESC6 T41" W. /♦ tN A! 2'-0" ROLFONO (OPT1011N) COIPACTED SOL FLOW TEMPORARY DIVERSION DIKE NOTE= 1. TIE CHIMU CREATED ENHO TIE DYE VLALL IMVE A POSTVE GRADE TO A STMSLITED OUTLET. TW OIWLL MALL E STA•ILM. AS RCf%SARY, TO PREVENT EAOWIM TEMPORARY DIVERSION DIKE VD(MM OEPMTWENT OF TRANSPOMATDM E8 1 TEMPORARY DIVERSION DIKE (EC -9) SOJ E3 TEMPORARY EROSION & SILTATION CONTROL ESC6 CHAIN–LINK FENCING IN GENERAL WILL BE OWNER–INSTALLED. HOWEVER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF FENCE POSTS ALONG THE EAST SIDE OF THE SITE (SEE SITE MATERIALS PLAN FOR LIMITS. THE FENCE POSTS AND ASSOCIATED CONCRETE FOOTINGS SHALL BE INSTALLED AS AN INTEGRAL PART OF THE REINFORCED SOIL SLOPE CONSTRUCTION. POSTS SHALL BE 11' LONG HT -25 BLACK; CAPPED TO PREVENT FREEZING; 10' O.0 SPACING; SET 36" IN CONCRETE; INTERMEDIATE POSTS 2.5" DIA.; CORNER POSTS 3" DIA.; COORDINATE FOOTINGS WITH GEOGRID SYSTEM„ MAXIMUM LIMIT OF TOPSOIL (SEE NOTE) SHALL NOT EXCEED 4 SOIL STABILIZATION MAT STAKE REFER TO DETAIL E-4 THIS 1 MIN. SHE 1 1' (TYP.) CABLE GAURDRAIL SYSTEM TO BE INSTALLED UNDER THIS CONTRACT. COORDINATE FOOTINGS WITH GEOGRID INSTALLATION. TENSAR BX1100 GEOGRID (OR APPROVED EQUAL) 4' (MIN.) EMBEDMENT �TENSAR UNIAXIAL GEOGRID (OR APPROVED EQUAL) 12' (MIN.) EMBEDMENT REINFORCED FILL L 3' (TYP.) NOTES: REINFORCED FILL MATERIAL SHALL BE SELECT MATERIAL WITH A 30- MINIMUM a ANGLE (ANGLE OF INTERNAL FRICTION); 120-130 LBS PER CUBIC FOOT; 4–INCH MAX. STONE SIZE; AND NO MORE THAN 30% PASSING A N0. 200 SIEVE. TOPSOIL SHALL BE LOAMY SAND OR FINER GRADATION WITH 10% – 15% ORGANIC CONTENT OR MATERIAL APPROVED BY THE LANDSCAPE ARCHITECT. V ';_TATION TYPE SHALL BE AS SPECIFIED ON LANDSCAPE PLANS. CONTRACTOR SHALL INSTALL GEOGRID MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. E6 REINFORCED SOIL SLOPE DETAIL ESC6 TEMPORARY BERM h SLOPE DRAIN /� �A M3'I(•ELWDW VANES (TYPICAL) EIRTIEN E1N-. Cd•UC.LTEO PPF /!T FEROSOY SCONTROi. STONE ) SLOPE JW OR STEEPER FLARED EKTRA O.E ECTION- PPE ELBOW 1 -HA (TYTNCMJ PROFILE CdPMTDI sol _FLOW 3E Yu Mu 1P9R4 EARTHEN BERM SDE OF AOR EM MAX" DRMAOE AREA tAOEs1 °m Oopwm.J LT Ls 33 SO 24 NOTES 51NyL RE L TMED To�TK SLOPE:. AT f0'fOItE L�E55)MTER &. 3. TIE SLOPE DRAM SECTNNS SHALL.E itM LY HF 170g1ZZTIEM AAD HAVE TREATMENT SUGGESTED ME7800 OF TEMPORAISL.Y PLACING RIPRAP FOR MINIM REQLdRE1r��NTS. EROSION DITCHES, i TOE LL TQIt STASLIZBD AT QFf 91LOD CONSTRUCTION ENTRAINCE IDUFFFR GROUND 0°R S .»::w•••.. I 1LYELW uMCTN - 1.50 � f�nm%, FILLXOP[ . R' DET War y PA EYT oRr NPRM wAn AE r •t DONE AWE•A2 - CT6TRAE eRoa• y �t M ww,t q'ta o&Esr loot tOR •F FJBrM6 P WwJ •RB q M Yi NO�EaAtE _ PLAN •„ •"-tR^ IRA •t COARSE AURcaArc •� .,ry w,,••J« EXDr•D PAY(1[NT NOTES; Dxe R o w II eY° Dri� Ak+e I TR KYTN qq�T P�r10tEyTIpN 'M,k Lk/�AM {M 4CN pkPTM Ef ItT,yMN,{.,MYR tJE RRIRIA KWN E4itkY •'KM WRH ORE SPROJ DN rKE qAM PROFILE R•RM MNY NE ASOEO TOR UfYETED AS FOUND P"EVIA N OV TIE iN91NER. EMMEN KMIII/EI L MILE RIMER YYIL E FIRED ODER TME aONSTRNTON EMI RNML, E W: D MRKM64, A W MIRM KIRA 1JMJ tI JLCPEs wlA t PONtTEO. i#IE ENmJMet REILL KYWrtN@t M [ aYpTOR 1NKw MLL ►EVEM IiAGMjiN B naMD TI' SC9•ERTT wco Port fbMT tr iuf tNS � R[OIIIE WP aRESSRFF RRRI AOIWRRRYL STOR AR CTIIDiIMRNE E REPNR AWFEI 6EANON s AMY r tJEO ra (RAP _ Au SNRICT(T sPELEa DROFPIA ru`JiD bE iMhaD aFrc° RDNR di WAY •111L1 E IF](DFEa YENAIE).Y. aLWMLS WgUL K DUATED 10 MEYOVE SEDWW PRIOR TO 0110WINE OMFO .PORNO FRONT OF Wf. RRLN MAV RD n !•MMR, R }YLL OR 00i aWAR AFEA •fIaEEO WIN &IDN[ AND INCH ORMRE DTG AM vm SEDtickT TAJE�LJw ErAEt. hPENWIC ORIEDTkW A'O �UMAFIRMU SNkI K Move" NTU 7CAVY LMC N• CA WT ww "" TIOVI ZONAL) &www a fT x ` K LOF ' P"Y°ROP T. J tlR. TEMPORARY EROSION & SILTATION CONTROL pJ JO{ VDeWA ODWrA EWF Of SRMIlORTATDN Term E3 TEMPORARY EROSION & SILTATION CONTROL ESC6 CHAIN–LINK FENCING IN GENERAL WILL BE OWNER–INSTALLED. HOWEVER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF FENCE POSTS ALONG THE EAST SIDE OF THE SITE (SEE SITE MATERIALS PLAN FOR LIMITS. THE FENCE POSTS AND ASSOCIATED CONCRETE FOOTINGS SHALL BE INSTALLED AS AN INTEGRAL PART OF THE REINFORCED SOIL SLOPE CONSTRUCTION. POSTS SHALL BE 11' LONG HT -25 BLACK; CAPPED TO PREVENT FREEZING; 10' O.0 SPACING; SET 36" IN CONCRETE; INTERMEDIATE POSTS 2.5" DIA.; CORNER POSTS 3" DIA.; COORDINATE FOOTINGS WITH GEOGRID SYSTEM„ MAXIMUM LIMIT OF TOPSOIL (SEE NOTE) SHALL NOT EXCEED 4 SOIL STABILIZATION MAT STAKE REFER TO DETAIL E-4 THIS 1 MIN. SHE 1 1' (TYP.) CABLE GAURDRAIL SYSTEM TO BE INSTALLED UNDER THIS CONTRACT. COORDINATE FOOTINGS WITH GEOGRID INSTALLATION. TENSAR BX1100 GEOGRID (OR APPROVED EQUAL) 4' (MIN.) EMBEDMENT �TENSAR UNIAXIAL GEOGRID (OR APPROVED EQUAL) 12' (MIN.) EMBEDMENT REINFORCED FILL L 3' (TYP.) NOTES: REINFORCED FILL MATERIAL SHALL BE SELECT MATERIAL WITH A 30- MINIMUM a ANGLE (ANGLE OF INTERNAL FRICTION); 120-130 LBS PER CUBIC FOOT; 4–INCH MAX. STONE SIZE; AND NO MORE THAN 30% PASSING A N0. 200 SIEVE. TOPSOIL SHALL BE LOAMY SAND OR FINER GRADATION WITH 10% – 15% ORGANIC CONTENT OR MATERIAL APPROVED BY THE LANDSCAPE ARCHITECT. V ';_TATION TYPE SHALL BE AS SPECIFIED ON LANDSCAPE PLANS. CONTRACTOR SHALL INSTALL GEOGRID MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. E6 REINFORCED SOIL SLOPE DETAIL ESC6 TEMPORARY BERM h SLOPE DRAIN /� �A M3'I(•ELWDW VANES (TYPICAL) EIRTIEN E1N-. Cd•UC.LTEO PPF /!T FEROSOY SCONTROi. STONE ) SLOPE JW OR STEEPER FLARED EKTRA O.E ECTION- PPE ELBOW 1 -HA (TYTNCMJ PROFILE CdPMTDI sol _FLOW 3E Yu Mu 1P9R4 EARTHEN BERM SDE OF AOR EM MAX" DRMAOE AREA tAOEs1 °m Oopwm.J LT Ls 33 SO 24 NOTES 51NyL RE L TMED To�TK SLOPE:. AT f0'fOItE L�E55)MTER &. 3. TIE SLOPE DRAM SECTNNS SHALL.E itM LY HF 170g1ZZTIEM AAD HAVE ALTERNATE ENTRANCE TREATMENT E THEM y� /SEEiPTH iaEMY EMJ*,«[R«. b• -:T ";:Y::A;` SEE S'REPTH N.R-�1�,.:,x I 0°R S .»::w•••.. I 1LYELW uMCTN - 1.50 EMTRNtNY SLOPE DRAM y N- D A T D r EE SECCTTION 1 L 1 • D • H' SECTION A -A cnaF WALL �,� ALTERNATE ENTRANCE TREATMENT / y� /SEEiPTH iaEMY EMJ*,«[R«. b• -:T ";:Y::A;` I��1 S'REPTH N.R-�1�,.:,x I .»::w•••.. I 1LYELW uMCTN - 1.50 EE SECCTTION �,� •� .,ry w,,••J« SED1iJlr Fa1RLY �" ....M...N. .•VIEW II IT 2-W EMMEN KMIII/EI PROFILE REFERSM TEMPORARY EROSION & SILTATION CONTROL VMGNY EPMTWNT OF TRAM9PORTAT" OJ ttsai E9 TEMPORARY BERM &SLOPE DRAIN (ESC -INS) ESC6 PB AMERICAS, INC. 2333 Alumni Park Plaza Suite 330 Lexington, KY 40517 (859) 272-5400 FAX 272-6556 job description CITY OF CHARLOTTESVILLE CTS OPERATIONS CENTER 1530 AVON STREET EXTENDED CHARLOTTESVILLE, VA. 22902 STI �U:H�:AItlxNitEFYEI:':� drawn by / checked by LIRE issues and revisions FINAL SITE PLAN sheet description EROSION AND SEDIMENT CONTROL DETAILS w b3'01 1 MARCH 17,20M PUMP ASSEMBLY GATE VALVE CHECK VALVE STAINLESS STEEL FLEX 2' DOUBLE WAIL F/G PRODUCT LINE CONCRETE FILL FITTING WITH OPW #1 SPILL COD 42'x10" RAIN TIGHT MANHOLE UNIVERSAL I00 POLYETHYLENE MANWAY PEA1/GR-0 12w MIN AVEL WITH � V I � _� PREVENTION AROUND TANKVALVE millmisimisimili© VEEDER ROOT FLOAT ASSEMBLY —� WA ME W, Ar1m.imil ® SECONDARY CONTAINMENT MANHOLE 1'ABOVE GRADE WITH TAPERED PAVEMENT TOPPING mosimillmillig UNDERGROUND FUEL STORAGE TANK DETAIL FRP STRAP WIRE ROPE TRIPLE CLAMP � /STRAP EYELET DOU -WALL �(/ TURNBUCKLE T ASSEMBLY 36' MII DEADMM ' ANCHOR ANCHOR FIRS SYSTEM PAD SYSTEM OF I Nm 1. BACKFILL PER ASTM 33C 2. ANCHORING PER MANUFACTURERS INSTRUCTIONS. 3. INSTALLATION PER MANUFACTURERS INSTRUCTIONS. 2 TANK ANCHOR - END VIEW SCALE: NO SCALE FILL PIPE 12' MANHOLE. m ®I,l��Willmlilmlil 24' MIN (NOTE 2) 24' MIN (NOTE 2) HYDROSTATIC MONITOR 2-F/G VENT LINE DOUBLE WALL FIBERGLASS FUEL TANK ,,,.. 1. IT IS CRITICAL TO TANK PERFORMANCE THAT BEDDING AREA OFFER FULL SUPPORT UNDER TANK AND END CAPS. 2. INCREASE MINIMUM DIMENSION AS REWIRED BY MANUFACTURERS INSTALLATION INSTRUCTIONS FOR SITE CONDITIONS. 3 TANK BACKFILL - END VIEW SCALE: NO SCALE — 2" LIFT ILL PUMP SCiiEDULE MARK LOCATION TYPE PRODUCT PUANP RATIO DI CHZAERGE REMARKS 8525 LUBE/COMP PISTON ATF 10:1 3/4- 8534 LUBE/COMP PISTON CG 50:1 3/8' 8566 LUBE/COMP PISTON EO 10:1 3/4' 8575 LUBE/COMP PISTON GO 10:1 3/4' 8589A LUBE/COMP DIAPHRAGM ECi,EC2 1:1 3/4' 85898 LUBE/COMP DIAPHRAGM WWF 1:1 3/4' 8601 FUEL SUBMERSIBLE DIESEL 2 2' EMERGENCY STOP SWITCH PER CODE BY PETROLEUM CONTRACTOR NOTES: SEE EQUIPMENT DRAWINGS FOR PUMP LOCATIONS. DOUBLE WALL FUEL STORAGE HORIZONTAL TANK SCHEDULE MARK LOCATION NOMINALm PRODUCT DIMENSIONS CONSTRUCTION REMARKS Lx W x H MATERIAL FIBERGLASS 8867 TANK FARM 12,000 DIESEL SEE SPECS DOUBLE WALL NOTES4 SEE CML DRAWINGS FOR TANK LOCATIONS. FUEL PUMP SEQUENCE FUEL PUMPS NO. 8601 SHALL OPERATE INDEPENDENTLY, AS SELECTED BY THE OPERATOR. PROVIDE A PUMP i -OFF -PUMP 2 SELECTOR SWITCH, TO SELECT THE ACTIVE SUBMERSIBLE PUMP. PROVIDE STARTERS AND INTERCONNECT WITH DISPENSER SWITCH SUCH THAT THE ACTIVE PUMP INDICATED BY THE SELECTOR SWITCH WILL START WHEN THE DISPENSER SWITCH IS CLOSED, AND STOP WHEN THE DISPENSER SWITCH IS OPENED. FUEL PUMPS SHALL BE CONNECTED TO THE EMERGENCY STOP PUSH BUTTON TO STOP WHEN THE BUTTON IS DEPRESSED. tt�r >ur>r cera nom w itowta4 7x"m 2 02 (trt) "s -7m X10 00 (at) w-rw ftz Nob dftcr4tW CITY OF CHARLOTTESVILLE CTS OPERATIONS CENTER 1530 AVON STREET EXTENDED CHARLOTTESVILLE,VA_ 22902 VMDO PROJECT 050996 JOHN D. COAD, JR. License No.16071 Wouee mW rov w s FINAL SITE PLAN PROCESS PIPING DETAILS & SCHEDULE clk MARCH 17, 2008 b3.01 o' t tm E S1.1 W3.1 r I 1 11P 6 r W3.1 ❑ ❑ El 0- wt.t(to) GD ❑ 0 1 ( W3.1 BLDG C D L■ S21(2) MH -20' H81-13 0 HS S21 MH -15' HBI -13 UNDERGROUND FUEL STORAGE TANKS TWP Uzi GF,WP r> U S2.1 MH -20' H91-13 S21(7) MH -15' HBI -9 S21 HB1-9 VT&T EASEHIFN[ D.t3. 422,5, Pg w+CS 1� SITE PLAN EO.I SCALE: 1' = 20'-0' 0 5' 10' 20' 40' 0 ® SB.1 !% H31-17 BLDG A S5.1(2) HBI -17 PB1E ZEN GF.WP S6.1(2) HBI -17 k_ HDI -17 0 Fla X64 SLIM € r MH -15 ;g HBI -15 E I G 1 �1 {I _. I HBI -15 Si.1(3) MH -15' a r r" S) d S&1 MJ�I 0 HS S1.1(2) MH -15' KEY NOTES QI UG FEEDER FOR HAZMAT BLDG AND 1" UG CHO1© 208 h /8 GINO (CCT HB1-13) FROM DUSK -TO - FOR CONTROLS SEE 2/E21 FOR CONTINUATION DAWN RELAY AND 2/6 3 tE GLAD (CKT H81-9) AND LB1 PANEL SCHEDULE. FROM LIGHTING SCHEDULE 3 RELAY. RELAYS CONTROLLED BY BAS AND PROVIDED BY CONTROLS Q2 NOT USED. CONTRACTOR. 2/8 & 08 GNO (CKT L81-29) TO REC. 2' CMD FOR ALL WIRING. SEE 4/E1.2 BUS Q 18'x18' NGROUND BOTTOMLESS PULL BOX YARD WEST PERIMETER LTG. © 4CLADS N DUCTBANK FOR FUTURE USE. EXTEND 18 2/B & 008 OO (CKT H81-13) FROM DUSK -TO - 2' OUT FROM UNDER PULL BOX DAWN RELAY AND 2/6 Mt /6 GND (CKT H81-11) N 2' CND FROM LIGHTNG SCHEDULE 3 RELAY. Q 24'x24' NGROUND BOTTOMLESS PULL BOX. RELAYS CONTROLLED BY BAS AND PROVIDED BY CONTROLS CONTRACTOR. SEE 4/E7.2 BUS YARD © 12'x12' INCROIND BOTTOMLESS PULL BOX SOUTH PERI►ETER LTG. Q7 BLDG MLD EXTERIOR LT FIXTURE. REFER TO BLDG 19 2j6 & 08 GND N 1.1/2' CMD FROM LIGHTING PLANS AND ELEVATIONS FOR EXACT LOCATION AND SCHEDULE 3 RELAY. SEE 4/E1.2 BUS YARD SOUTH CKT'G. PERIMETER LTG. QB UNDERGROUND CLADS FOR: ® 2#8 & 00 ONO (CCT HM -13) FROM DUSK -TO - DAWN RELAY AND 2/15 & /6 GND (CKT HBI -12) 4' PANEL HAI FEEDER N 2' CND FROM LIGHTING SCHEDULE 3 RELAY. 2' PANEL HAG FEEDER RELAYS CONTROLLED BY BAS AND PROVIDED BY 2' SPARE POWER CONTROLSCONTRACTOR. SEE 4/E1.2 BUS YARD 4' SPARE POWER EAST PERIMETER LTG. Q9 WDERGROUNND LIDS FOR: 0 206 & /6 GND (CR H81-15) FROM DUSK—TO- DAWN RELAY AND 2#5 (CKT HBI -17) IN 2' CND 4' PANEL HAI FEEDER FROM UGHT14G SCHEDULE 2 RELAY. RELAYS 4' PANEL HAG FEEDER -"- CONTROLLED BY BAS AND PROVIDED BY CONTROLS 4' PANEL HDI FEEDER CONTRACTOR. SEE 4/E1.2 EMPLOYEE PKG IOT 4' PANEL HOG FEEDER NORTH AND BUS STOP RAMP. 2' SITE PERIMETER LTG d: REC WEST 2' SITE PERIMETER LTG SOUTH ® 2/6 h /6 OO (CR H81-17) FROM DUSK -TO - 2' SITE LTG BUS WEST DAWN RELAY AND 2#8 3 r8 GND (CCT HBI -17) 2' SITE LTG BUS EAST N 4' CND FROM LIGHTING SCHEDULE 2 RELAY. 4' FUTURE POWER SCHOOL BUS LOT RELAYS CONTROLLED BY BAS AND PROVIDED BY 4' SPARE POWER CONTROLS CONTRACTOR. SEE 4/E1.2 EMPLOYEE 2' SPARE POWER PKG LOT SOUTH, PATIO DECK h WALKWAYS. 208 d: /B OO (CCT LBI-29) TO RECD. SPLICES 10 UNDERGROUND DUCTBANK SHALL CONTAIN SHALL BE MADE N LIGHT FIXTURES NO SPLICES CLADS FON: SEE DETAIL GI5 ON DWG S19 SHALL BE MADE N PULL BOXES FOR DUCTBANK DESIGN. 0 POLE BASE SHALL BE MOUNTED ON HIGH SIDE OF 4' PANEL HDI FEEDER RETAINING WALL TCP OF CONCRETE POE BASE 4' PANEL HDG FEEDER SHALL BE FLUSH WITH TOP OF RETAINING WALL 2' SITE PFAWETER LTG & REC WEST REFER TO LANDSCAPING PLANS 2' SITE PERIMETER LTG SOUTH 2' SITE LTG BUS WEST Q 2' UNDERGROUND CONDUIT FROM OL WATER 2' SITE LTG BUS EAST SEPARATOR TO ALARM PANEL 4' FUTURE POWER SCHOOL BUS LOT 4' SPARE POWER ® NOT USED. 2' SPARE POWER ® CONECT TO CKT HBI -13 DUSK -TO -DAWN RELAY 11 UNDERGROUND DUCTHAW SHALL CONTAIN FOUR BUS YARD EAST PERIMETER LTG. SEE 4/E1.2 COS FOR: DUCTBANK SHALL PASS UNDER PIPING N RAINWATER GARDEN. 0 206 h JIS GLAD (LTG CCT HBI -19), 2/6 (LTG CKT HBI -211 AND 2#8 & #0 OND FROM (REC CKT 4' PANEL HDI FEEDER LDG-13 , 2' CD. SEE 4/E1.2 FOR BUS WEST 4' PANEL HOG FEEDER PARKING LOT. 2' SIZE PERIMETER LTG k REC WEST 2' SITE PERIMETER LTG SOUTH ® 2#83 GO, 2/6 h 08 FOR REC WHERE REO'D. 2' SIE LTG BUS WEST 1.1/4' CD. Y SITE LTO BUS EAST 4' FUTURE POWER SCHOOL BUS LOT ® 2#6 h 06 GND (LTG CKT HBI -23), 206 (LTG CCT 4' SPARE POW HBI-25)AND 2/8 & IS GND FROM (REC CCT 2' SPARE POWER LDG-13), 2' C O. SEE 4/EI.2 FOR BUS EAST PARKING LOT. 12 UNDERGROUND DUCTBANK SHALL CONTAIN CLADS FOR: ® 1' UG CO FON PA SPEAKERS MTD ON LIGHT POLES, SEE DWG ES -1 TO TIE INTO CND EXITING 4' PANEL HCI FEEDER BLDG A, 2' PANEL LOG FEEDER 2' SPARE POWER Q AN BOLLARD LIGHTS TOWARD CENTER OF DECK. 13 UNDERGROUND DUCTBANK SHALL CONTAIN ® SEE 2/E2.1 FOR CND SIZES AND CONTINUATION. CNDS FOR: ® NGROIND FULL BOXES FOR INBOUND/OUTBOUND 4' TELECOMM MOTORIZED VEHICLE GATE REFER To ES 94EEIS 4' SPARE FOR INTERCONNECTING WRING TO GATE EOPT. COORD BOX LOCATIONS WITH EWT PRIOR TO 14 UHDERGNXIND OUCTBANK SHALL CONTAIN ROUGH -IN. CLADS FOR ® NOT M. C TELECOMM ® POLE BASE SHALL 0£ 8' ABV FN GRADE FOR 1S UNDERGROUND CD FOR: THESE FIXTURES. 1.1/2' POWER CIRCUITS ® 4' PVC CND FOR TELECOM TO FUTURE PUBLIC WORKS BLDG. 16 UNDERGROUND CMD FOR: ® COORDINATE BOLLARD BASE WITH WALL FOOTER. 2' TELECOMM/SECURITY REFER TO LANDSCAPING PIANS. ® ROUTE UG CDS BENEATH SIDEWALK/99M. COORD WITH LANDSCAPING AND GNI. PLANS. 2rw Consultants, Inc. 100 10th Stant NE, Suite 202 Chuiottaft VA 22902 (434) 296-2116 (434) 977-1862 fon m.2+x.cam job ascription CITY OF CHARLOTTESVILLE CTS OPERATIONS CENTER 18 0 AVON STREET EMNEIED pink J077ESIVNI E, VA?2HIQ2 VADO PROJECT 080008! 08180 D ROBERT NO. 17082 SAH/REC drawn by / ahecxad by (--�-� PLAN NORTH Maori eM revr, FINAL SITE PLAN Q REV. 06.13.2008 QREV. 1024.2008 Q REV. 10.31.2008 sheat dsaa"W SITE PLAN MARCH 17,2M E0.1