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HomeMy WebLinkAboutSDP200800152 Plan - Approved Minor Amendment 2008-11-11ALBEMARLE Am-4-0011wel") NMAINIMP, ONNI PREPARED BY: CONCEPTS, P,,C 1, CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CI- ARLOTTESVILLE� VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 OCTOBER 8, 2008 PROJECT DATA, GENERAL NOTES: GENERAL NOTES, SHEET INDEX PROJECT NAME: GLENWOOD STATION BASIC INFORMATION: QUALITATIVE STANDARDS: SHEET2 LANDSCAPE & SIGNAGE PLAN DEVELOPER: PARKSIDE I, LLC 1. NONE OF THE SUBJECT PROPERTY LIES WITHIN THE DESIGNATED 100-YEAR FLOODPLAIN. 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 TRANSOORTATION (/DOT). THIS PLAN AS DRAWN MAY NbT PROPERTY OWNER: PARKSIDE I, LLC 690 BERKMAR CIRCLE CHARLOTTESVILLE, VIRGINIA 22901 2. NONE OF THE SUBJECT PROPERTY IS TO BE DEDICATED TO THE PUBLIC. ACCURATELY PERMIT SREFL CT THE H EREQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR, THE REQUIREMENTS OF TAX MAP / PARCEL #: TMP 61-129F 3. AITH RIGHTS OF ACCES AENUR E TO B ALLU ERS 0 TH PROPOPP,RIIATE, ACCESS EASEMENTS WILL BE OVERLAIN ALONG THESE COURSES 2, ALL PAVING DRAINAGE -RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND MAGISTERIAL DISTRICT: RIO STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 4, WITH REGARD TO AREAS OUTSIDE BUILDING WALLS, THE HOA DOCUMENTS SHALL DELINEATE THE LIMITS AND STIPULATE THE PERFORMANCE PROPERTY ADDRESS: 944 GLENWOOD STATION LANE CHARLOTTESVILLE, VIRGINIA 22901 AND RESPONSIBILITY OF EXTERIOR MAINTENANCE. 3. EROSION AND SHALL BE (ION COONTROLLED M MEASURES CLEARING, PROVGRADIDED OR OTHER CO S RITH THE APPROVED EROSION CONTROL PROPERTY SIZE: 9.308 ACRES 5. CONSTRUCTION PHASING OF THE TOWNHOUSE UNITS SHALL BE PHASED BY CLUSTER AND NOT BY INDIVIDUAL UNIT. 4. (ALL SLOPES AND DISTURBED AREAS ARE TO FERTILIZED, SEEDED AND MULCHED, THE MAXIMUM ALLOWABLE SLOPE IS 2:1 ZONING: NEIGHBORHOOD MODEL.DISTRICT 6. A SEPARATE PERMIT APPLICATION WILL BE FILED FOR THE SITE IDENTIFICATION SIGNING DESIRED FOR THE DEVELOPMENT. SLOPES GREATER ICAI�t 3:1 SHALL REASONABLY E S NABLATTED WITH OBTAINABLE VDOT EE LESSER SLOPES ABES OF 3:1 R BETTER ARE TO BE ACHIEVED. ALL PROFFERS: NA 7. DUMPSTERS SHALL BE EMPLOYED FOR DEPOSITION OF WASTE FOR THE OFFICE AND CONDOMINIUMS. ROLL -OUT RECEPTACLES SHALL BE PROVIDED TO ALL TOWNHOUES. PRIVATE REFUSE COLLECTION SHALL BE ARRANGED BY THE OWNER'S ASSOCIATION(S). 5. PAVED RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE ALBEMARLE COUNTY SPECIAL REQUESTS; NONE DfRECI`OR OF ENGINEERING OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. SURVEY SOURCES: BOUNDARY - ROUDABUSH & GALE; TOPOGRAPHY & PHYSICAL - T. B. LINCOLN 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, DATUM: NAVD 88 - NAIL WITH CAP IN GRASS 3' BEHIND WALK ON NORTH SIDE OF RIO ROAD IN FRONT OF ALLTEL PERFORMANCE STANDARDS: 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. DEVELOPMENT BREAKDOWN: 1, CALL MESS UTILITY 1-800-552-7001 PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY COMMERCIAL 47,982 GSF ON 2.628 ACRES YIELDING 0.33 FAR ( (29 CFR PART 1926). REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. BUILDING HEIGHT: EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF CERTAIN 9. ALL SIDEWALKS SHALL BE 3.5" THICK 3 000 PSI CONCRETE REINFORCED WITH 6" X 6" 10-10 WWM PLACED UPON 3.5" OF COMPACTED 21 A COMMERCIAL 42' MAX. UNDERGROUND FEATURES. STONE BASE OVER COMPACTED SUk ADE. WHERE SIDEWALKS RUN CONCURRENT' WITH THE ACCESSWAY IN THE TOWNHOUSE AREA, YARD REQUIREMENTS: COMMERCIAL: FRONT AT R.O.W.) -10 PARKING & 30 BUILDING SIDE 0 2. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEND ALL THE SIDEWALK SHALL NOT BE SEPARATED FROM THE ROADWAY BY A 6" HIGH CURB BUT RATHER RUN RELATIVELY FLUSH WITH THE REAR 0'( ADJACENT TO RESIDENTIAL - 50' BUILDINIG (20' PRESERVATION BUFFER ALSO REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL GUTTER PAN, WITH THE EXCEPTION THAT A V HIGH LIP WILL VERTICALLY SEPARATE THE TWO. APPLIES AT BOUNDARY WITH SQUIRE HILL APARTMENTS). PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT 10. ALL HD (HEAVY DUTY) CONCRETE, INCLUDING ALL DUMPSTER PADS SHALL BE 8" THICK 4 000 PSI CONCRETE REINFORCED PARKING: SPECIFICATIONS ON -SITE AT ALL TIMES. WITH 6" X 6", 10-10 WWM PLACED UPON 6" OF COMPACTED 21A STONE OVER COMPACTI�1)'SUBGRADE. COMMERCIAL C-2 23,991 - 2,0 8** 12� 9 3SSF x8/ 2200 = 88 REQUIRED 93 PROVIDEDI((9 SPACES PACE SSHARED W/ OND�) 3• THE CONTRACTOR SHALL ENSURE THAT HIS / HER WORK IS PROPERLY COORDINATED WITH THAT OF THE OTHER TRADES ON -SITE. 11. ALL LD (LIGHT DUTY) ASPHALT SHALL BE 3" OF BASE COURSE AND 1.5" OF SURFACE COURSE PLACED UPON 6" OF COMPACTED 21A C-3 25,092 - 2,461** = 22,631 SF x .8 / 200 = 91 REQUIRED 90 PROVIDED * 4. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR STONE OVER COMPACTED SUBGRADE. UNLESS OTHERWISE NOTED, ALL ASPHALT PAVING SHALL BE LIGHT -DUTY, RESIDENTIAL: TOWNHOUSS 28 UNITS x 2 - 56 REQUIRED 112 PROVIDED 2 GARAGE 2 DRIVEWAY SPACES EA. UNIT SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT' WITH THE PROPER EXECUTION OF THESE PLANS. THE 12. ALL HD HEAVY DUTY ASPHALT 1F SPECIFIED, SHALL BE 3.5" OF BASE COURSE AND 2" OF SURFACE COURSE PLACED UPON CONDOS 50 UNITS x 2 = 100 REQUIRED 102 PROVIDED (22 ARE SHARED WITH COMMERCIAL C-1 & -2) ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY AND THE CONTRACTOR SHALL PROVIDE A COST FOR ( ) SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. 8" OF COMPACTED 21A STONE dVER COMPACTED SUBGRADE. TOTAL 426 REQUIRED 488 PROVIDED (115% OF REQUIREMENT) 13. SPECIALTY PAVING WITHIN TRAVELWAYS WILL CONSIST OF THE SAME CROSS-SECTION AS THE LD ASPHALT WITH THE EXCEPTION 5. THE SITE WORK IS TO BE LAID -OUT ACCORDING TO THE DIMENSIONS ON THESE PLANS. SCALING OF THE PLANS IS NOT ACCEPTABLE. THAT THE ASPHALT COURSES SHAH BE REPLACED WlTR CUSTOM, COt�ICRETE OP. PAVERS. CERTAIN APPUCPTtOM WN MCNInC LAND USE BREAKDOWN: o CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BUILDING 76 032 SF 19/o SPECIAL CROSS -SECTIONAL TREATMENTS. REFER TO DETAILS, SURFACE INTERFACES ARE TO BE INSTALLED FLUSH TO ONE PAVEMENT 176,976 SF 44% 6. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO THE BEST OF ANOTHER. OPEN 150,448 SF 37% HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY BY STAKEOUT THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS TO 14. ALL CURBING SHALL BE VDOT STANDARD CG-2 CG-6 AND CG-6R UNLESS OTHERWISE NOTED. TOWNHOUSE DRIVEWAY ENTRANCES TOTAL SITE AREA 405,456 SF EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES, ERRORS AND OMISSIONS BEFORE SHALL BE VDOT STANDARD CG-9A WITH A MODIFIED 1" VERTICAL LIP AT CURB FACE. ALL HANDICAP RAMPS SHALL BE VDOT STANDARD MAJIP SEAS..,RECREATION AREA: BASKETBALL, TOT LOT, FITNESS CENTER, POOL, BBQ/PICNIC AREAS PROCEEDING WITH THE WORK. CG-12A, UNLESS OTHERWISE NOTED. VICINITY MAX # OF EMPLOYEES: 235 (73,534 X .8 / 250) IN ALL PHASES 7. THEICONTRACTOR ONT H M DIRE WITH E HELD SUPPLYING OR RESPONSIBLE ECUONSI THFOR WORK AND THE IONS, THE E SAFETY OF HIS HEE HER WORKERS OR KERSHG THOSE OS E. THE 15. ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED � )= 20 0' CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS OR WORKING ON THE BUILDING NOR IS HE / SHE CONCRETE PIPE SHALL BE CLASS 3 UNLESS OTHERWISE NOTED. ALL HDPE PIPE SHALL BERANCOR HI-Q OR EQUAL WNDOT STANDARD PB-1 BEDDING. ALL PVC CONDUIT SHALL BE SCHEDULE 40, Sr ,. , i . � ;7 r r * RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. �IOWEVER ,,. • . � - P t r,., .� • `- NET BUILDINGS SQUARE FOOTAGE SUBJECT TO PARKING REQUIRED CALCULATED FROM COMPLETE FLOOR PLANS PROVIDED BY ARCHITECT. `� :yak, , .� �- - � � � •-- �:-- � •;�. -� �r � -y,�;, +�:: / � '; ���� +• Q Q CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, E, r %tr Pt- 16. RUNOFF FROM THE SUBJECT SITE WILL CONTINUE TO FLOW TOWARD AND ROUTE THROUGH AN (STING CULVERT AT THE SOUTHERN-�� -- �. �,=. �., •<:fi��'x. - . *�.+ ; % -- EX +.� . .. . AND TEMPORARY STRUCTURES USE U INGt . _ ** PLACEMENT OR STORAGE OF ANY AND ALL MATERIALS EQUIPMENT VEHICLES A T M ORARYR,/� END OF SITE. THIS CULVERT CONTINUES UNDERNEATH, + � ' .- . ' � • ` �� .. - . s •. _ NET BUILDINGS SQUARE FOOTAGE SUBJECT TO PARKING REQUIRED CALCULATED FROM INCOMPLETE FLOOR PLANS ARRIVED AT BY SUBTRACTING ERNEATH AND INDEPENDENT OF A SURFACE [DETENTION FACILITY LOCATED T Q 0REAR OF CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON -SITE DURING. ,� , ; G .-„ r ,' . ,.;,.� . �� j4a _ ;a,�,, i-,���-;^`, % •,�� • •, ,, ONLY EXTERIOR BUILDING WALLS. SQUARE MALL. CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 17. ALL ROOF DRAINS ARE TO BE TIED INTO THE PROPOSED SITE STORM SEWERAGE SYSTEM.: 8. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND DEMARCATE THEM CLEARLY PRIOR TO COMMENCING WATER AND SEWER: u „� ., y I • r GRADING OF THE SITE. ALSO THE CONTRACTOR SHALL INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES THAT CAN LOGISTICALLY BE PLACED BEFORE GRADING COMMENCES. 18. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS, THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. v� (, •.;h ,• ,r; LEGEND 9. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING �� 1 - ;, ,1.., PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED TO THE SERVICE PROVIDER 19. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK � J. �: s f_ �• t r � .F xy _ r. -r O K ARE NOT NECESSARILY SHOWN ON THE PLANS AND,.i,� , . v . 4... _ ..• j , t AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE. -.�; .,�,{ .C,, �, �', ,' ., . - ,;r . ,, � ,r; • Y ,,::.3. ,x- WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTr RACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND ru W WATER LINE (EX. PROP.) BOUNDARY/ RIGHT RIGHT-OF-WAY LINE RG OUND , yv_.z , ,« � , _ �`'i''°- •- ,r , ; 4_ * , <<_ ., ,, s;, : „� ., ,. ,� .., LINES AND STRUCTURES AS NECESSARY. . A4 / ,,, ? �� . ,._"• :~ ' .� . 10LL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM DAMAGE DUE TO THE >^ a - s,;.: f r S -,• ,,, WV® WMO WATER VALVE / METER LF. IRON PIN FOUND EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM / HER IN THE EXECUTION 's, $. s: <;'° ; - 1 ,4 : . �' 4 •,r;,: 20. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERA! WATER AND SEWER CONSTRUCTION:. • .. _ +� ? /` ' FHA -& FIRE HYDRANT I.S. IRON PIN SET OF THE WORK SHALL BE BORNE BY THE CONTRACTOR. SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. YH YARD HYDRANT SETBACK LINE 11. THE CONTRACTOR HALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR STORING OR USING EXPLOSIVES .• >.,.f '�`'': ' -:, •' '. p �- H NTRA TORS I S I 21. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY, SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION. '.W' ? .r ," • ;1: ti F ''=',_ o A .�o ¢' ON -SITE. ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL BE _-_-_____-_-_f LL • f 'ry - �'%' ,�,,, . �` �' BOA® BLOW -OFF ASSEMBLY EASEMENT LIMITS CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE. +s ,� � ' 22, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" 1-800-552-7001 . n '� -= • 1 �' � Cl � � � ° � • SS SANITARY SEWER LINE (EX. PROP. -'-'-'-'-'-'-'-'- CENTERLINE ( ) % �� ( ) � // . s- SEAL gyp` 'I��' �ids - �f k t A { J2 �'`+ y S .!'.`� � V s :..�`6 �a � ,P a�:' AJ:Ld4 �1:L.e ^ 12. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THEREQUIRED _ - 23. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM T ••- � , * ��. • f�1 •- �* � : ' .< � ?�..��� CO o CLEANOUT CONTOUR LINE (EX. I PROP.) PRE -CONSTRUCTION CONFERENCE. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO HE TOP T THE PIPE, OVER THE U CENTERLINE OF THE PIPE. THIS INCLUDES ALL HYDRANT LINES SERVICE LATERALS AND WATER LINES ETC. "-�"' ;;;� ' ..• � � ``�=` � •`�" . r� �•• r, � $ ' p: •` °�, o _ CURRENT VDOT STANDARDS UNLESS OTHERWISE SPECIFIED. ' ' z q.,..�, ; *x.. - r , `; • : r _ , ,, MANHOLE F-3:1 E-2.50/v DEGREE / DIRECTION OF SLOPE .r � � ,.... ..a,..r h „ •,f--�, ., r, , ,.,j. , , ; .,�, � , r •�,.,: . � T 24. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. ' �" #� rr T•' �:� r`' " �?lE O� SDI STORM LINE (EX. i PROP.) 479.70 -I- SPOT ELEVATION 13. CURB CUTS WILL BE PROVIDED AT THE HEADS OF THE BARRIER -FREE PARKING SPACES ACCESS AISLES. �,,.;,4=., ;� < - ,,���- : - . J�=' . �.. _� r ,� s ' y;�• O 25. VALVES ON I �:,,;, fr .�•' �� 3 i �G� �r DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING T.-, , , u >!s 4r' , . DI � STORM INLET HP HIGH POINT 1 A FUTURE EXTENSION OF !-.. -y, , n .;;, +1 �.. I, ,, F tF, / ,. 14. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY ENGINEER WHILE THE EARTHWORK ASPECT THE LINE. ,: < ;:. ; , f ,; F+� 10 W POINT OF THE SITE WORK IS STILL UNDERWAY. YD ® YARD DRAIN LP LO C> r, 26. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BYTHE Y # +� ;;f. �.e` ., E Steven W. Edwards T E CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE -. � , a> - z.:�s �.�y �._� ,tit -• ..: , o DITCH / SWALE DS DOWNSPOUT 5. BE CAPPED AND PIPED E NEAREST D iNAGEW Y OR DIRECTED TO A STORM SEWERAGE STRUCTURE. PROVIDED TO HE '=='?.\. ��Y'` --:..� .- ► n LTC. No. 0931 1 ALL SPRINGS SHALL CAP N PI TO THE RA A T OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED >,,,: �;: � s,�-. , ���.�;�-i. '• .f � - � ; � ; �j- ; _lf � . - s +• E E SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AS SPECIFIED IN THE A.C.S.A. AS -BUILT PLAN CHECKLIST LATEST EDITION. G GAS LINE (EX. PROP.) WATER COURSE � GV GM G BM BENCHMARK 27, WATER SERVICE SHALL BE PROVIDED VIA AN EXTENSION FROM AN EXISTING 18" PUBLIC WATER MAIN LOCATED ON THENORTH ® O AS VALVE /METER -�- SIDE OF SR 631- RIO ROAD. A TAP INTO THIS LINE IS TO BE ACCOMPLISHED VIA A JACK & BORE UNDER THE ROADWAY, ALL DUCTILE IRON' PIPE SHALL -OHE OVERHEAD ELECTRIC (EX. I PROP.) CG-2 VDOT STD. HEADER CURB BE CLASS 52 UNLESS OTHERWISE NOTED. ALL POST -METERED POTABLE SUPPLY LINES SHALL BE COPPER, `1NDSCA UGE UNDERGROUND ELECTRIC EX. / PROP. CVDOT STD. CURB & GUTTER' ( ) G-6 28. SANITARY SEWER EFFLUENT SHALL BE COLLECTED IN ONE OF TWO NEW SANITARY SEWERAGE SYSTEMS AND DIRECTED TOWARD - � '!' i °;• -r. ``.' ZMA 03-13 PRD REZONING CONDITIONS: , << ?� F� j =.• _ 7 : ` PP:C7 POWER POLE CG-12 \VDOT STD. HANDICAP RAMP CONNECTIONS TO BE MADE TO AN EXISTING SYSTEM THAT RUNS CONCURRENT WITH A SWALE WHICH SEPARATES THE SUBJECT SITE : ;� a ,..►, ��:;-Y � 5_' :: E: ."�' r ;��% , _....',�. :_�.� u � -,fig �: LP-' LIGHT POLE HC HANDICAP PARKING SYMBOL 1. THE SITE SHALL BE DEVELOPED IN GENERAL ACCORD WITH THE APPLICATION PLAN ENTITLED GLENWOOD STATION/PLACE FROM THE SQUIRE HILL APARTMENT COMMUNITY. SANITARY SEWER PIPES SHALL BE SDR 35 UNLESS OTHERWISE NOTED. DATED DECEMBER 22, 2003, WITH MINOR CHANGES ALLOWED TO ACCOMMODATE THE REQUIRED PARKING WHEN A PROVED 29. ELECTRIC TELEPHONE AND OTHER CABLED UTILITIES SHALL BE BROUGHT TO -THE SITE VIA A SINGLE TRENCH WHENEVER POSSIBLE GUYd GUY WIRE DIP DUCTILE IRON PIPE BY THE ZONING ADMINISTRATOR. AND IN THE SAME GENERAL ALIGNMENT AS SHOWN ON THESE PLAINS, ANY REQUIRED CONCRETE UTILITY PADS SHALL BE CONSTRUCTED EM o ELECTRIC METER RCP REINFORCED CONCRETE PIPE SP 03-92 - SPECIAL USE PERMIT CONDITIONS: BY THE CONTRACTATEDDOR� WHO SHALL COORDINATE WITH UTILITY PROVIDERS TO ENSURE PROPER SIZE, NUMBER AND PLACEMENT OF ASS000 TRANSFORMER CMP CORRUGATED METAL PIPE 1 • THE SITE SHALL BE DEVELOPED IN GENERAL ACCORD WITH THE CONCEPT PLAN ENTITLED CONCEPTUAL DEVELOPMENT PLAN APPRO LS SHEET ET OHT OVERHEAD COMMUNICATIONS (EX. / PROP.) PVC POLYVINYLCHLORIDE PIPE GLENWOOD STATION / PLACE, DATED DECEMBER 22, 2003 WITH MINOR CHANGES ,ALLOWEb TO ACCOMMODATE THE REQUIRED PARKING 30. PARKING SPACES ARE TO BE 9 X 18. THOSE SPACES DESIGNATED FOR HANDICAP PARKING ARE TO BE THE SAME DIMENSIONS, WHEN APPROVED BY THE ZONING ADMINISTRATOR. BUT ADJACENT TO A MIN 5'-WIDE PAINTOUT AISLE. VAN -ACCESSIBLE HC SPACES SHALL BE ADJACENT TO A MIN 8'-WIDE PAINT -OUT 1 PED o UTILITY PEDESTAL VC VITRIFIED CLAY PIPE 2. FINAL ELEVATIONS OF THE BUILDINGS SHALL BE REVIEWED AND APPROVED BY THE DIRECTOR OF PLANNING PRIOR TO FINAL SITE PLAN SYMBOL ON THE PAVEMENT WITHIN THE SPACE ITSELF. UGT UNDERGROUND COMMUNICATIONS (EX.PROP,) HDPE HIGH -DENSITY POLYETHYLINE PIPE APPROVAL TO ENSURE CONSISTENCY WITH THE ELEVATIONS PROVIDED HEREIN, DATED AUGUST 25, 2003. AISLE. HANDICAP SPACES ARE TO BE CLEARLY DELINEATED VIA THE USE OF ADA HC PARKING SIGNING AND AN HC PAINT 31. COMMERCIAL PARKING LOT LIGHTING SHALL CONSIST OF SHARP-CIUTOFF LUMINAIRES ATOP 20' POLES. LIGHTING WITHIN THE RESIDENTIAL FFE FINISHED FLOOR ELEVATION AREA SHALL BE COACH LANTERN -TYPE FIXTURES ON 8'-12' DECORATIVE POLES. COMMERCIAL UNITS PLACED WITH THE PARKING FIELD 3. THE APPLICANT SHALL CONSTRUCT, IN ITS ENTIRETY, A SECOND COMMERCIAL ENTRANCE TO THEIR PROPERTY FROM THE MALL ACCESS ARE TO BE MOUNTED UPON CONCRETE PEDESTALS TO PREVENT DAMAGE BY VEHICLES. PEDESTALS SHALL BE 1.T IN DIAMETER AND TBR TO 8E REMOVED ROAD IN GENERAL ACCORD WITH THE CONCEPT PLAN ENTITLED, CONCEPTUAL DEVELOPMENT PLAN GLENWOOD STATION /PLACE, DATE JULY 11 2003. SHOULD THE COUNTY ENGINEER DECIDE IN THE FUTURE THAT FOR REASONS ASSOCIATED WITH NEW DEVELOPMENT EXTEND 4 ABOVE ADJACENT GRADE. SEE POLE MANUFACTURER FOR ALL LIGHT POLE BASE DESIGN REQUIREMENTS, CONDUIT TBT TO BE TRANSPLANTED ON THE FASHION SQUARE MALL PROPERTY THE ENTRANCE SHOULD BE RESTRICTED SAID ENTRANCE SHALL BE CONVERTED BY THE PLACEMENT AND BOLT PATTERNING, ELECTRICAL ENGINEER TO DESIGN AND INSPECT ALL CONDUIT CIRCUITRY AND WIRING APPLICANT, PRESENT OWNER OR OWNER'S' ASSOCIATION INTO AN EMERGENCY NdEAN' S OF INGRESS / EGRESS -ONLY BY WAY bF ASSOCIATED WITH THE SITE LIGHTING. INSTALLATION OF GATES, BOLLARDS OR OTHER DEVICE. SIDEWALKS SHALL BE PROVIDED ALONG THE ENTIRE MALL ACCESS ROAD FRONTAGE. 32. ALL PAINT -STRIPING SHALL BE 4" WIDE, WHITE TRAFFIC -QUALITY PAINT. 4. THE OFFICE BUILDINGS SHALL ))HAVE A THIRTY FOOT ((30')) FRONT SETBACK AND A YEN FOOT (10' PARKING SETBACK FROM RIO ROAD 33. BUMPER BLOCKS ARE TO BE PROVIDED FOR EACH PARKING SPACE LOCATED ADJACENT TO A 3,5' WIDE SIDEWALK, THE SQUIRE HILL DEVELOPMENT TO THE SbUTT TWENTY FOOT (20') PARKING AND TWENTY FOOT (0') UNDISTURBED BUFFER ADJOINING 34. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 5. PRIOR TO FINAL SITE PLAN APPROVAL OF THE FIRST OFFICE BUILDING THE APPLICANT SHALL SUBMIT, FOR VDOT REVIEW AND 35. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FO THE CONSTRUCTION INDUSTRY (29 CFR F 2 APPROVAL, A HIGHWAY CAPACITY MANUAL ANALYSIS OF THE ENTRANbE ON RIO ROAD. PART 1926). M ' � 8 N 49LAM I 1 ", t__11M1' ... IMMI, CIVIL ENGINEERS LANDSCAPE ARCHITECTS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434r296-6497 SCALE: F7 = 20' ISSUED: 10-08-08 DRAWN BY MOS REVISIONS: 1. 11-04-08, CO. COMAMNTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. ©TERRA CONCEPTS, P.C. * \� kk. 0 �