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Home My WebLink AboutSDP199700097 Plan - Revision Preliminary Site Plan 1997-09-08GENERAL CONSTRICTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2, ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T. UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1. WHERE (REASONABLY OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED OR RIP RAP LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR HIS DESIGNEES, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL., FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION SHALL COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY ( 29 CFR PART 1926 ). 9. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS, SITE CONDITIONS, FINAL GRADING AND FIELD LAYOUT ON THIS PROJECT AND REPORT ALL INCONSISTANCIES TO THE ENGINEER, SURVEYOR, ARCHITECT AND OWNER. SHOULD THE CONTRACTOR FAIL TO COMPLY WITH THE ABOVE HE WILL ASSUME TOTAL RESPONSIBILITY FOR ANY ERRORS AND INCONSISTANCIES. 10. OUTDOOR LIGHTING SHALL BE DIRECTED AWAY FROM ROADWAYS AND ADJACENT PROPERTIES AND SHIELDED WHERE NECESSARY. LIGHTING SPILLOVER ONTO PUBLIC ROADS AND PROPERTIES ZONED RESIDENTIALLY OR RURAL AREAS SHALL NOT' EXCEED ONE HALF FOOT CANDLE. 11. ALL SERVICE UTILITIES ARE TO BE PLACED UNDERGROUND. 12. IN LIEU OF CONCRETE STORM DRAIN PIPE ADS N-12 CORRUGATED POILYETYLENE PIPE MAY BE USED IN CONJUNCTION WITH BEDDING TYPE PB -1. 13. ALL CONSTRUCTION AND MATERIALS SHALL COMPLY WITH THE STATE BUILDING CODE IN EFFECT AT THE TIME OF CONSTRUCTION. WATER AND SEWER GENERAL PLAN NOTES 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SEIRVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE IFOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALIL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 20, 1983, AS AMENDED JULY 1, 1989. 4. ALL ELEVATIONS ARE BASED ON U.S.C. AND G.S. DATUM. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING " MISS UTILITY " ( 1 800 552 7001 ) . 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATERLINES, ETC. 7.. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY, EXCEPT WHERE THE LINE IS IN A PUBLIC ROAD RIGHT OF WAY OR AN ACCESS EASEMENT, IN WHICH CASE THE ACCESS EASEMENT SHALL ALSO BE DEDICATED AS A UTILITY EASEMENT. B. 3' MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEIWER CULVERTS OR 6" SEPARATION WHEN WATERLINE IS INSULATED. USE 1/2" THICK THERMA CEL PIPE INSULATION IN 3' X 4' SHEETS AS MANUFACTURED BY NOMACA, INC. OR EQUAL APPROVED BY ALBEMARLIE COUNTY SERVICE AUTHORITY. INSULATION TO EXTEND 5' BEYOND CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF CULVERT WHEN PARALLEL. 9. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. TO ACCOMODATE THESE METERS, METER LIDS WILL REQUIRE A 1 3/4" HOLE TAPPED INTO THE CENTER OF THE (LID. BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM ENTERING THE BOX PRIOR TO METER INSTALLATION. 10. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDIE OF ROADSIDE DITCHES. 11. CERTIFICATION THAT 95 PER CENT COMPACTION IS OBTAINED SHALL BE PROVIDED FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND APPURTENANCES. THIS CERTIFICATION SHALL BE,SIGNED BY A PROFESSIONAL GEOLOGIST. THE CERTIFICATION SHALL STATE THE EXACT AREA THAT THE CERTIFICATION APPLIES TO. 12. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. SHEET I OF 2 PRELIMINARY SITE DEVELOPMENT PLAN SHOWING 2222 OLD IVY ROAD OFFIC BUILDINO TAX MAP 60 PARCEL 46B JACK JOUtui' MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE : 1' : 2,000 SITE TOTALS AND LAND USE DATA NOTE -3 OWNER - DEVELOPER : COLONNADE ASSOC. LTD. PARTNERSHIP PARKING SCHEDULE C/O S.W. HEISCHMAN P.O. BOX 7324 APPROXIMATE NUMBER OF EMPLOYEES 25 CHARLOTTESVILLE, VIRGINIA 22906 PARKING REQUIRED 8496 S.F. x .80/200 = 34 SPACES PARKING PROVIDED 35 SPACES TOTAL SITE AREA : 28,206 S.F. AREAS : BUILDING COVERAGE : IMPERVIOUS COVERAGE OPEN SPACE : 4,248 S.F. 15 % 13,806 S.F. 49% 10,098 S.F. 36 % PRESENT ZONING C 1 ENTRANCE CORRIDOR PROPOSED USE : OFFICE BUILDING MISCELLANEOUS NOTES : PROPERTY IS NOT LOCATED WITHIN A RESERVOIR WATERSHED. BOUNDARY SURVEY BY : B. AUBREY HUFFMAN AND ASSOCS. LTD. TOPOGRAPHIC SURVEY BY : B. AUBREY HUFFMAN AND ASSOCS. LTD. USGS DATUM "Irl Teff;imfp Me AUGUST 4, 1997 REVISIONS 6-06 9-8- 97 DRAWN BY: JOHN DRUMHELLER I INSPECTIONS DEPARTMENT : FIRE OFFICIAL ZONING DEPARTMENT ALBEMARLE COUNTY SERVICE AUTHORITY PLANNING DEPARTMENT ENGINEERING DEPARTMENT VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF HEALTH WE THE UNDERSIGNED DEVELOPER (S) UNDERSTAND THAT APPROVAL OF THIS PLAN BY THE COUNTY OF ALBEMARLE DOES NOT NECESSARILY INDICATE VIRGINIA DEPARTMENT OF TRANSPORTATION ( VDOT ) APPROVAL OF THE PLAN. APPROVAL OF THE PLAN BY THE COUNTY DOES NOT IN ANY WAY RELIEVE ME OF MY RESPONSIBILITY IN OBTAINING FINAL VDOT APPROVAL PRIOR TO THE ISSUANCE OF BUILDING PERMITS AND / OR CERTIFICATES OF OCCUPANCY. act,, 44 �: B. AUBtREY HUFFMAN AND ASSOCIATES, LTD. CIVIL ENGINEERING LAND SURVEYING LAND PLANNING CHARL0r ESVILLE, VIRGINIA ,e / 'Ex is se' San. 'Sewer MH e • S e� C . e �15t/ C a 0 Rai/.way ':' Inv. 560./5 \ cb 568 1561 Pipe 1 N/ b e �� i i 5 r r. n�i rid / I� o c Z. pip ' ° I r �� m OeteMote i lerlo -47- t' r ' Iron / N 66 St r ense M p holt \\ st 2G0 81, - - / ' i /, // / / t PdVem9r. Bate 21- 2p psP/cb I ' : / / co \ E� 55- , , �/ osem! 6 „ p9 5 i SM sol , o / �. ' ,' x I 6 e I C. ver Ce / e 10 b 7 t/P/ s•T! Unl iFe n/ / �� OrQ'nd dCes ,J 16rJ rM 60 PARCEL 46A Ivy Professional Centre D. S. 695 - 79 7 Zoned: Cl Use Office r �J Exist. San. Sewer MH Inv. 56/. 27 t' yc Aspha/t Parking Area X 61 ON s 6 I i Dumpstor Pad Screened w/ I i \ es O 'o Q 7 High Solid Privacy Fence \ I 1 0 --- - ,'f~..\ i I 9 SP i I ev�d1K-r� 2 �,� 569// 01� ^0 C,t :, r I e L / �O `\ -�'�\ ' \ .i•':. / 21 Ler 0U 35�i �: :.... er ( t / Exist. San. 9�� hof Y/ l :. Is'. ' L d r+ 0 R i 9 h 60 Sewer MH\r; s/ s6,s i J i I 5 T i 0 e1 5 7 8 _ m Inv. 549. 9/ sr----'sro r 0 / oMax. 1 Vr0 Bld 9 I�eI h� (n 1eigh t 3 / Nw l X. L e i - .sr / o B g,sP 6 ' sr� kP 0 �i E,1 is Wo ter ��l Q/ i iii I ! , <o \ \ Meter so I .F 1 I E t 0 _ < 0 o o�/"/'nP .6 �Zo 300 30. Exist. II L�xist, r O Son. Sewer MHrj a Pd eht tnv.//563.0/ / Water- 5 ', Service Meter A X - i Water rM 60 PARCEL 46C 00 h// \0 i `� �k' TM 60 PARCEL 46 G e /orio K. Re nno /ds I I � P i/ // �;� } ' 0,i We/ford W. Rossc D. B. /272 - 245 0 , i� c \� y� V D. B. 695- 805 Z o n e d C O r r o/ �e 6ti ti Zone d C /. Use 0 f f i C Use Ivy /nn Restaurant tk I , 0• 24 r � 0,0/ P: 0 Proposed �I i W Lune B u i l d i n 9___S e t b o c Stop Signs o Exist. l Entrance II i � 3 4' Front hf A R G l N ! N 0 'T E CURB TO R/ W OBTA l N - -- -,0 1 ^� v i FR 01 O BECAL�F YUCCA ANCE REOU/REME NT' 5 0 w l k _ „ \ 3 J h I _ RE/M HT 01ST Top of ffinished 0 350 S/6 Class A3 v paving) slope d = 95 /4 THE: slope I/4 per ft. Concrete �, 2' - � `- 2"R ° Exis} a I I I R= /2. /7 -- p: 00 3 Light o% I ►. ` : i...;. �•.....: _ o,,>p,: yatched R=;/5.08 I f,� O b Q �; I Ixist. i or9/n \\\\�� \\\�\\\\ /\� out i 0 Exist. I 'l ght A= 2 0. 2 3 R W M \ \\� p.,a'.. - bl Painting T=I/5.08 FH.` i y `Water Ro/e - CG- 6 ��\\ a°: r- R/W \ A = 23. 69 1J Valve �� -- - - �x - _- :p; Mar �. 32 • -_- jP _ g Exist . CG -6 \ -Compactedll or �__fi --- 541033 45 E 45.9 4-�Y / b e earth ��\\\ — - --- '- 1-6 - 1---- SITE/BENCHMARK Line Exist. White So/id - - - / i So/i d /0O Line Top of Fire Hydrant �o 6 /st i Exist.% Whi to �_ /� R 0 rape r --- --- __ r I E I e v. 574. 7 1 /woke �� 1 [` r H (6n' R/ wl_ _-_— — TY P I C A L S E C T 10 N L D V y ,J = _�_ Q , U S G S Dat u m a -- ' �T Q Q D PARKING LOT SIDEWALK 7 d I Ci q 7 - 1 Exist. Db I. Ye//o w Solid Lin e ------ 0 - f Exist E AsOh /o t FA UL K N ER S H E E T 2 0 F 2 Exist. Edge of Asphalt TO Exist. Son Sewer MH Inv. 565.08 TM 76A PARCEL ✓2 Rectors S Visitors of the UVA Use U V A R/ W _Mc°rgin PL A N SC A L E/ = 2 0' contour in t ery o rM 60 PARCEL 45A(2) O/dr Ivy Limited Partnership D. B. 51 7- 362 Zoned : R-/5 Use : Apartmen is -- D R / V E TM 76A PARCEL ✓3 PL A N PREPARED BY Rectors S Visitors of the UVA Use : U V A B. AUBR E Y HUFFM AN a A S S 0 C IAT ES, LTD. CI VI L ENGINEERING -LAND SURVEYING -LAND PLANNING CHARLOTTESVILLE , VIRG LN I A S H E E T 2 0 F 2 Exist. Edge of Asphalt TO Exist. Son Sewer MH Inv. 565.08 TM 76A PARCEL ✓2 Rectors S Visitors of the UVA Use U V A R/ W _Mc°rgin PL A N SC A L E/ = 2 0' contour in t ery o rM 60 PARCEL 45A(2) O/dr Ivy Limited Partnership D. B. 51 7- 362 Zoned : R-/5 Use : Apartmen is