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HomeMy WebLinkAboutSDP200400078 Plan - Approved Minor Amendment 2004-09-07ALBEMARLE COUNTY, VIRGINIA. , I I D., 11, 9-i'll � � 0�tTtN6:1 t10 PREPARED BY: u 11'sla" I NEI, 11 PARTNERS, LLC CIVIL ENGINEERS LANDSCAPE ARCHITECTS LAND SURVEYORS VEYORS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-6497 24 AUGUST 2004 PLAN PURPOSE, THE SOLE PURPOSE OF THIS SITE PLAN AMENDMENT IS TO FACILITATE AN ADJUSTMENT OF INTERIOR SIDE YARD SETBACKS FOR THE CONDO AND TO-VVVNHOUSE COMPONENTS OF THE PROPERTY,, PROJECT DATA. EN A L NOTES, GENERAL NOTES. SHEET INDEX PROJECT NAME: GLENWOOD STATION BASIC INFORMATION: QUALITATIVE STANDARDS: SHEETS 2-4 LAYOUT PLAN DEVELOPER: PARKSIDE 1, LLC 1. NONE OF THE SUBJECT PROPERTY LIES WITHIN THE DESIGNATED 100-YEAR FLOODPLAIN. 1. CF UNSUITABLE NSTHE UITE BLE SOIL STILL RIASHALL UNDESH YBE STOCKPILED AND ITS DISPOSITION DETERMINED BY ENGINEER WHILE THE EARTHWORK ASPECT PROPERTY OWNER: PARKSIDE I, LLC 690 BERKMAR CIRCLE CHARLOTTESVILLE, VIRGINIA 22901 2. NONE OF THE SUBJECT PROPERTY IS TO BE DEDICATED TO THE PUBLIC, 2. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE. TAX MAP / PARCEL #: TMP 61-129F 3. ALL INTERNAL ACCESSWAYS ARE TO BE PRIVATE. WHERE APPROPRIATE, ACCESS EASEMENTS WILL BE OVERLAIN ALONG THESE COURSES WITH RIGHTS OF ACCESS ENURING TO ALL USERS OF THE PROPERTY. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL MAGISTERIAL DISTRICT: RIO PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. NO RESIDENTIAL UNIT OR STRUCTURE WHETHER TOWNHOUSE OR CONDOMINIUM, WILL RESIDE ON ITS OWN LOT. ALL EXTERIOR SPACES PROPERTY ADDRESS: NOT CURRENTLY AVAILABLE ARE CONSIDERED OPEN SPACE THAT aHALL BE OWNED IN COMMON AND MAINTAINED ACCORDING TO A MAINTENANCE CLAUSE STIPULATED 4, ALL SLOPES AND DISTURBED AREAS ARE TO FERTILIZED, SEEDED AND MULCHED, THE MAXIMUM ALLOWABLE SLOPE IS 2:1 IN THE PROPERTY OWNERS DOCUMENTS OF THE ASSOCIATION(S). HORIZONTAL:VERTICAL , WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. ALL PROPERTY SIZE: 9.308 ACRES (6.68 ACRES THIS PHASE) SLOPES GREATER THAN)3:1 SHALL BE MATTED WITH VDOT EGA-2 SLOPE STABILIZATION MAT. 5. CONSTRUCTION PHASING OF THE TOWNHOUSE UNITS SHALL BE PHASED BY CLUSTER AND NOT BY INDIVIDUAL UNIT. ZONING: PRD 5. PAVED RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE ALBEMARLE COUNTY 6. A SEPARATE PERMIT APPLICATION WILL BE FILED FOR THE SITE IDENTIFICATION SIGNING DESIRED FOR THE DEVELOPMENT. DIRECTOR OF ENGINEERING OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE PROFFERS: NA CHANNEL. 7. DUMPSTERS SHALL BE EMPLOYED FOR DEPOSITION OF WASTE FOR THE OFFICE AND CONDOMINIUMS. ROLL -OUT RECEPTACLES SHALL BE WAIVER I VARIANCE REQUESTS: NA PROVIDED TO ALL TOWNHOMES. PRIVATE REFUSE COLLECTION SHALL BE ARRANGED BY THE OWNER'S ASSOCIATION(5). 6, ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED, SURVEY SOURCES: BOUNDARY - ROUDABUSH & GALE; TOPOGRAPHY & PHYSICAL - T. B. LINCOLN 7. ALL SIDEWALKS SHALL BE 35" THICK, 3,000 PSI CONCRETE REINFORCED WITH 6" X 6", 10-10 WWM PLACED UPON 3,5" OF COMPACTED 21 A DATUM: NAVD 88 - NAIL W ITH CAP IN GRASS T BEHIND WALK ON NORTH SIDE OF RIO ROAD IN FRONT OF ALLTEL STONE BASE OVER COMPACTED SUBGRADE. WHERE SIDEWALKS RUN CONCURRENT WITH THE ACCESSWAY IN THE TOWNHOUSE AREA, DEVELOPMENT BREAKDOWN: PERFORMANCE STANDARDS: THE SIDEWALK SHALL NOT BE SEPARATED FROM THE ROADWAY BY A 6" HIGH CURB BUT RATHER RUN RELATIVELY FLUSH WITH THE COMMERCIAL 24,000 GSF ON 2.04 ACRES YIELDING 0.27 FAR GUTTER PAN, WITH THE EXCEPTION THAT A 1" HIGH LIP WILL VERTICALLY SEPARATE THE TWO. RESIDENTIAL 66 UNITS (38 CONDOMINIUMS AND 28 TOWNHOMES) ON 4.64 ACRES YIELDING 14.22 DU/AC 1, CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE T )BE REPRESENTATIONS OF DATA MAD AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. 8. WITH 6' X 6A 10 �0 WWCONCRETE, PLACED U ON 6'" OF COMPACTED 21A STOKE OVER COMPACTED SUBGRADENCRETE REINFORCED BUILDING HEIGHT: EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE FOR NON-EXISTENCE OF CERTAIN COMMERCIAL 42' MAX. UNDERGROUND FEATURES. 9. ALL LD (LIGHT DUTY) ASPHALT SHALL BE 3" OF BASE COURSE AND 1.5" OF SURFACE COURSE PLACED UPON 6" OF COMPACTED 21A RESIDENTIAL 42' MAX, CONDOMINIUMS, 37' MAX. TOWNHOMES STONE OVER COMPACTED SUBGRADE, UNLESS OTHERWISE NOTED, ALL ASPHALT PAVING SHALL BE LIGHT -DUTY, YARD REQUIREMENTS: COMMERCIAL: FRONT AT R.O.W.) -10' PARKING & 30' BUILDING (EXCEPT 3-STORY BUILDINGS = 44' SIDE 0', 2• REQUIRED PRE--CCONSTRUALLCTIION MEETINGS THE CONTRACTOR SHALL PRIOR THAT ALL BONDS AVE BEEN POSTED AND PULL ATTEND DLALL REAR 0� ADJACENT TO RESIDENTIAL - 50 BUILDING (20 PRESERVATION BUFFER ALSO PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT 10. ALL HD (HEAVY DUTY) ASPHALT, IF SPECIFIED SHALL BE 3.5 OF BASE COURSE AND 2 OF SURFACE COURSE PLACED UPON CINITV S -+ AL APPLIES AT BOUNDARY WITH SQUIRE HILL APARTMEINVTS), SPECIFICATIONS ON -SITE AT ALL TIMES. 8" OF COMPACTED 21A STONE OVER COMPACTED SUBGRADE.V I' C." JjL RESIDENTIAL: FRONT-8', SIDE - T, REAR- 16' 11. SPECIALTY PAVING WITHIN TRAVELWAYS WILL CONSIST OF THE SAME CROSS-SECTION AS THE LD ASPHALT WITH THE EXCEPTION PARKING: 3• THE CONTRACTOR SHALL ENSURE THAT HIS 1 HER WORK IS PROPERLY COORDINATED WITH THAT OF THE OTHER TRADES ON -SITE. THAT THE ASPHALT COURSES SHALL BE REPLACED WITH CUSTOM CONCRETE OR PAVERS. CERTAIN APPLICATIONS MAY REQUIRE ' ��= 2000' COMMERCIAL 24,000 SF x .$ ! 200 = 96 REQUIRED 87 PROVIDED PLUS 9 SHARED RESIDENTIAL SPACEa" = 96) SPECIAL CROSS -SECTIONAL TREATMENTS. REFER TO DETAILS. SURFACE INTERFACES ARE 70 BE INSTALLED FLUSH TO ONE RESIDENTIAL 66 UNITS x 2 = 132 REQUIRED 132 PROVIDED (9 ARE SHARED WITH COMMERCIAL AREA) 4. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR ANOTHER. LAND USE BREAKDOWN: SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER EXECUTION OF THESE PLANS, THE BUILDING 60,748 SF 21% ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY AND THE CONTRACTOR SHALL PROVIDE A COST FOR 12. ALL CURBING SHALL BE VDOT STANDARD CG-2 CG-6 AND CG-6R, UNLESS OTHERWISE NOTED. TOWNHOUSE DRIVEWAY ENTRANCES SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTEN CONSENT 6F THE ENGINEER. SHALL BE VDOT STANDARD CG-9A WITH A MODIFIED 1 VERTICAL LIP AT CURB FACE. ALL HANDICAP RAMPS SHALL BE VDOT STANDARD n ,✓v PAVEMENT 104,858 SF 36% i ^ f •,� ,, •' �.• :; r•.:;;;`,J' p ` _••',�loodbrci9 , OPEN 125,374 SF 43% 5. THE SITE WORK IS TO BE LAID -OUT ACCORDING TO THE DIMENSIONS ON THESE PLANS, SCALING OF THE PLANS IS NOT ACCEPTABLE. GG-12A, UNLESS OTHERWISE NOTED. i� j I,!„ /... TOTAL SITE AREA 290,980 SF u . . _.�.; a • }. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. 13. ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED iv,ti ,•xi' ^:.:':':' a%' > �`:, ' ,Q>'�I/, Sewage Q gosal G n CONCRETE PIPE SHALL BE CLASS 3 UNLESS OTHERWISE NOTED. ALL HDPE PIPE SHALL BE HANCOR HI-0 OR EQUAL WNDOT STANDARD _e RECREATION AREA: 7,864 SF (B BALL -1,512 SF, TOTLOT - 2,220 SF, POOL &DECK - 3,036 SF, EXERCISE FACILITY - 896 SF) 8. E CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURED REPRCDENTED ON TI tCDC FLAND TO TI IC DCDT OI" - = '°,';' ' F :iRaftr THE PB-1 BEDDING. ALL PVC CONDUIT SHALL BE SCHEDULE 40. ' �t � � � � • � / %'�� r` z= z°I4r�tuZ�itlsi q' HIS / HER ABILITY, THE CONTRACTOR SHALL ALSO VERIFY BY STAKEOUT THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS TO j.� ° .a 4 .,;? • ' '; MAX # OF EMPLOYEES: 96 EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES, ERRORS AND OMISSIONS BEFORE 14. FROM HE SUBJECT T WILL CONTINUE T FLOW TOWARD, AND ROUTE THROUGH, AN EXISTING CULVERT AT THE SOUTHERNSUBJECT• �• �� RUNOFF RO 7 SU JEC SITE U 0 F 0 0 0 G PROCEEDING WITH THE WORK. END OF SITE. THIS CULVERT CONTINUES UNDERNEATH, AND INDEPENDENT OF, A SURFACE DETENTION FACILITY LOCATED TO THE REAR OF i.,�:.Q�;�=yam i:'� : Y �;\'; 1' FASHION SQUARE MALL. �1:;=.; •:/ :1 • ° o a7•• 7. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS ! HER WORKERS AND THOSE �'•, tl;;_eYldFxe ate °,• i. TO THE PROPOSED SITE STORM SEWERAGE SYSTEM. •J�` ASSISTING HIM /HER WITH SUPPLYING OR EXECUTING THE WORK AND THE SECURITY OF PROPERTY HE !SHE IS STORING ON -SITE, THE 15. ALL ROOF DRAINSARE TO BE TIED IN S TE 0 S : >>- Berkeley : , r, ,/ ,_, :. . o f'• . CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS OR WORKING ON THE BUILDING NOR IS HE / SHE WATER AND SEWER: = ''' ''' '• a` RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, E CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, 16, WORK SHALL BE SUBJECT TO \•...,. / ;� ,° rr.. o - INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE PLACEMENT OR STORAGE OF ANY AND ALL MATERIALS EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON -SITE DURING S �.. LEGENDCONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. `.4 17. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND:r ti \; - $ h comforter �j' � a '- WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND r �- . \,•4 <� �, /, 6jo - _LEAL 8. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND DEMARCATE THEM CLEARLY PRIOR TO COMMENCING LINES AND STRUCTURES AS NECESSARY. '^-. \ �`'� GRADING OF THE SITE. ALSO THE CONTRACTOR SHALL INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES THAT CAN '�� ;=;r. c:..::. �� W- WATER LINE EX. PROP. BOUNDARY / RIGHT-OF-WAY LINE' ° �- r.: ' i a ALT1't LOGISTICALLY BE PLACED BEFORE GRADING M 18, ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION _ +AE O� WV® WM ® WATER VALVE METER I.F.IRON PIN FOUND Y;'Sewage' {i �y / TRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY, 9. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CON L I S` _ I.S. IRON PIN SET E TO LINES OR INTERRUPTIONS OF SERVICE SMALL BE IMMEDIATELY REPORTED TO THE SERVICE PROVIDER i' _;,:� � ` :' twee •P FHA �- FIRE HYDRANT PROPERTIES. DAMAG 19. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION. �: �awe�o % °'j - !Ci $ - _ ` a YHA YARD HYDRANT --- SETBACK LINE AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE. � � o 20, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY 1-800-552-7001 , �,'' !an >Es: _ _________ R D TO ( ) %:: / �{ - r if w f nii klin fir A BLOW -OFF ASSEMBLY --- EASEMENT LIMITS 10. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM DAMAGE DUET 4� .;� �'• .'� `.: ; ,/. ::,i ��. v< ;r .. .tn: • a BO ®BLO EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM 1 HER IN THE EXECUTION - - 'Ro - - + LIC. No. 35326 _,_._,_,-,_,_,_._ 21. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE ( iJ .- ;'.,.; _ :j ) u „ �. SS SANITARY SEWER LINE (EX. / PROP.} CENTERLINE OF THE WORK SHALL BE BORNE BY THE CONTRACTOR. CENTERLINE OF THE PIPE. THIS INCLUDES ALL HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. e�i�"°� ' _ __ cenbn o CONTOUR LINE EX. PROP. � � sea ,f �` J�,�; � -;:: �y �`LY `�`� •�� CO CLEANOUT ( / ) 11. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES 22. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES, wya F SLOPE ON -SITE. ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL BE MH•• MANHOLE F--3:4•- F2.50�-- DEGREE /DIRECTION 0 d - ��- • ��� �\�� ��'•• > >•' •�" s �� CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE. 23. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF SjONAL SD STORM LINE (EX. /PROP.) 479.70I- SPOT ELEVATION 12, PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING CONNECTION TO ANY EXISTING ROAD THE LINE. DI [� STORM INLET HP HIGH POINT A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSOORTATION (DOT). THIS PLAN AS DRAWN MAY NbT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR, THE REQUIREMENTS OF . 24. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE YD ® YARD DRAIN LP LOW POINT THE PERMIT SHALL GOVERN, PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS, THE DATA RECORDED DS o DOWNSPOUT DITCH / SWALE 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 13. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED 25. WATER SERVICE SHALL BE PROVIDED VIA AN EXTENSION FROM AN EXISTING 18" PUBLIC WATER MAIN LOCATED ON THE NORTH SIDE OF ( ) PRE -CONSTRUCTION CONFERENCE. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO 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 GVO GM O GAS VALVE / METER BM BENCHMARK CURRENT VOOT STANDARDS UNLESS OTHERWISE SPECIFIED, BE CLASS 52 UNLESS OTHERWISE NOTED. ALL POST -METERED POTABLE SUPPLY LINES SHALL BE COPPER, OHE OVERHEAD ELECTRIC (EX. / PROP.) CG-2 VDOT STD. HEADER CURB ZMA 03-13 PRD REZONING CONDITIONS: 26. SANITARY SEWER EFFLUENT SHALL BE COLLECTED IN ONE OF TWO NEW SANITARY SEWERAGE SYSTEMS AND DIRECTED TOWARD APPROVALS S3I EE T UGE UNDERGROUND ELECTRIC (EX. / PROP.) CG-6 VDOT STD. CURB & GUTTER 1, THE SITE SHALL BE DEVELOPED IN GENERAL ACCORD WITH THE APPLICATION PLAN ENTITLED GLENWOOD STATION/PLACE CONNECTIONS TO BE MADE TO AN EXISTING SYSTEM THAT RUNS CONCURRENT WITH A SWALE WHICH SEPARATES THE SUBJECT SITE PPS' POWER POLE CG-12'VDOT STD, HANDICAP RAMP DATED DECEMBER 22, 2003, WITH MINOR CHANGES ALLOWED TO ACCOMMODATE THE REQUIRED PARKING WHEN APPROVED FROM THE SQUIRE HILL APARTMENT COMMUNITY. SANITARY SEWER PIPES SHALL BE SDR 35 UNLESS OTHERWISE NOTED, 7 / BY THE ZONING ADMINISTRATOR. 27. ELECTRIC, TELEPHONE AND OTHER CABLED UTILITIES SHALL BE BROUGHT TO THE SITE VIA A SINGLE TRENCH WHENEVER POSSIBLE LP-' LIGHT POLE HC HANDICAP PARKING SYMBOL SP 03-92 - SPECIAL USE PERMIT CONDITIONS: AND IN THE SAME GENERAL ALIGNMENT AS SHOWN ON THESE PLANS. ANY REQUIRED CONCRETE UTILITY PADS SHALL BE CONSTRUCTED GUYe GUY WIRE DIP DUCTILE IRON PIPE BY THE CONTRACTOR WHO SHALL COORDINATE WITH UTILITY PROVIDERS TO ENSURE PROPER SIZE, NUMBER AND PLACEMENT OF EM ELECTRIC METER RCP REINFORCED CONCRETE PIPE 1, THE SITE SHALL BE DEVELOPED IN GENERAL ACCORD WITH THE CONCEPT PLAN ENTITLED CONCEPTUAL DEVELOPMENT PLAN ASSOCIATED CONDUIT. GLENWOOD STATION ! PLACE, DATED DECEMBER 22, 2003 WITH MINOR CHANGES ALLOWEb TO ACCOMMODATE THE REQUIRED PARKING 28. PARKING SPACES ARE TO BE 9' X 18'. THOSE SPACES DESIGNATED FOR HANDICAP PARKING ARE TO BE THE SAME DIMENSIONS, ® TRANSFORMER CMP CORRUGATED METAL PIPE 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 OHT OVERHEAD COMMUNICATIONS (EX. / PROP.) PVC POLYVINYLCHLORIDE PIPE 2. FINAL ELEVATIONS OF THE BUILDINGS SHALL BE REVIEWED AND APPROVED BY THE DIRECTOR OF PLANNING PRIOR TO FINAL SITE PLAN AISLE, HANDICAP SPACES ARE TO BE CLEARLY DELINEATED VIA THE USE OF ADA HC PARKING SIGNING AND AN HC PAINT UGT UNDERGROUND COMMUNICATIONS (EX. / PROP.) HDPE HIGH -DENSITY POLYETHYLINE PIPE APPROVAL TO ENSURE CONSISTENCY WITH THE ELEVATIONS PROVIDED HEREIN, DATED AUGUST 25, 2003. SYMBOL ON THE PAVEMENT WITHIN THE SPACE ITSELF, 3. THE APPLICANT SHALL CONSTRUCT, IN ITS ENTIRETY, A SECOND COMMERCIAL ENTRANCE TO THEIR PROPERTY FROM THE MALL ACCESS 29• COMMERCIAL PARKING LOT LIGHTING SHALL CONSIST OF SHARP -CUTOFF LUMINAIRES ATOP 20' POLES. LIGHTING WITHIN THE RESIDENTIAL FED❑ UTILITY PEDESTAL VC VITRIFIED CLAY PIPE ROAD IN GENERAL ACCORD WITH THE CONCEPT PLAN ENTITLED, CONCEPTUAL DEVELOPMENT PLAN GLENWOOD STATION / PLACE, AREA SHALL BE COACH LANTERN -TYPE FIXTURES ON 8'-12' DECORATIVE POLES. COMMERCIAL UNITS PLACED WITH THE PARKING FIELD FFE FINISHED FLOOR ELEVATION DATE JULY 11 2003. SHOULD THE COUNTY ENGINEER DECIDE IN THE FUTURE THAT, FOR REASONS ASSOCIATED WITH NEW DEVELOPMENT ARE TO BE MOUNTED UPON CONCRETE PEDESTALS TO PREVENT DAMAGE BY VEHICLES, PEDESTALS SHALL BE 1.5 IN DIAMETER AND TBR 'TO BE REMOVED ON THE FASHION SQUARE MALL PROPERTY, THE ENTRANCE SHOULD BE RESTRICTED SAID ENTRANCE SHALL BE CONVERTED BY THE EXTEND 4' ABOVE ADJACENT GRADE. SEE POLE MANUFACTURER FOR ALL LIGHT POLE BASE DESIGN REQUIREMENTS, CONDUIT APPLICANT, PRESENT OWNER OR OWNER'S ASSOCIATION INTO AN EMERGENCY MEANS OF INGRESS I EGRESS -ONLY BY WAY bF PLACEMENT AND BOLT PATTERNING. ELECTRICAL ENGINEER TO DESIGN AND INSPECT ALL CONDUIT, CIRCUITRY AND WIRING OF 4' TBT 'TO BE TRANSPLANTED INSTALLATION OF GATES, BOLLARDS OR OTHER DEVICE. SIDEWALKS SHALL BE PROVIDED ALONG THE ENTIRE MALL ACCESS ROAD ASSOCIATED WITH THE SITE LIGHTING. FRONTAGE. ( ) ((�� 30. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 4• AS WELLIAS BUILDINGS FOOT(50L) STVRUCTURE,, TWENTY FOO T(20) PARKING AND TVVENTFYOFOOT (20') UNDISTURBEDCBUFFER A IDJJOININDU� (MUTCD) STANDARDS. x E 1 � - - THE SQUIRE HILL DEVELOPMENT TO THE SOUTH. 31. ALL PAINT -STRIPING SHALL BE 4" WIDE, WHITE TRAFFIC -QUALITY PAINT. " "' 5, APPROVAL,IA HIGHWAY PLAN MANUAL ANALYSIS OFITHE ENTRANCE ON RIO ROA, SHALL SUBMIT, FOR VDOT REVIEW AND AUG 2 5 200 'C0 MM(JNlTy 0fE-_V5 0PMEN-r CIVIL ENGINEERS LANDSCAPE ARCHITECTS LAND SURVEYORS 200 firth STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH, 434-295-6496 FAX 434-296-6497 SCALl : V =20' ISSUED. 8-24-04 DRAWN BY: MEK 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 Partners, LLC. Also, these plans may not be assigned to a third party without first written authorization of Terra Partners, LLC. © TERRA PARTNERS, LLC SHEET OF 4 t 4 R 9-r t ., r5 {,' 13 n i3 t E r' (`'A T I:4 i'I.i C? )IST C:I-ti:Ji"x;CH D E.. 953 P. 359 ,'361 P,,..A T r r 1 b 'c V 6'cp• w ar o T`p9G, 39.94 R T R m 4'x10'PATIOTYP D AT 6" BELOW s 0 SLAB FFE jrr � 5 R — 1 2 04 9 O� C'0, `P.p can 18' 24' TYP, TYP 18' TYP \\ f9 D ,IT > < 35.76' t7 6.41' R I >r`r 2Q Ty P A I > "rW61._._1 r,98 r^,i_%}E RGATE t'r N1E ",;'-i001ST t_;Hst..7RCH' %},I:s, 953 P, PLAT f s f' Zo> Q % (91 is c9, 2� Q �. 57,25' 2 c9. ��0 9 71/ ° s MAI KIOSK Ate`' 4' R TYP 10, x 10' 8 R 76.75' �s 7?.fj 12 �`j1 \ ° 8' SETBACK "-18'TYPYP 18' TYP 22' 7.5' T P 1 1 1 1 ' 1 ❑ 9.5' 86 4' R R, R °� ❑ ❑ 8'SETBACK N 'TYP —I , •3 1 < 4' TYP< Al 30' TYP 24' TYP `;...",. 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ENGINES S LANDSCAPE ARCHITECTS LAND SURVEYORS 200 6th STREET, NE +CHARLOTTESYVILLE, VIRGINIA 22902 PIS, 434-•295-•6496 FAX 434-296-6497 B'CALEo I ) r 20' ISSUED: 8-24-04 DRAWN BY: MEK REVISIONS. 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 Partners, LLC. Also, these plans may not be assigned to a third party without first written authorization of Terra Partners, LLC. O TERRA PARTNERS, LLC OF F ff E:x; 12(0),8Pl ll` i 16' SETBACK ❑ ❑ I F;, �• � I I z- ❑ ❑ lt! ❑❑ 3q I ❑❑ II jt,:a E.� IT 'Hit I r, ,, x 68 x 84 ( W co r Iii T 1 ii ?lf NX 8' S TBAC E 'Ntf nt �f I I 8' \ ' TYP co�` ti 1 4' R TYP 88, AINTED lts I Vil ,�, " ' �„ CROSSWALK I+ 1 '1 .� ° 53' � E R = 95' TYP. o II -0 1 32 ACCESS ESMT. D = 50° 49' 5211 3.12 0 ' iiJ 14 L = 84.28' h # 141' i # 81 U� i 8' E ETBAC 20' R,T.YP � ? Q'OGj� 117 1 =1 ss t I 4' TY 4'RTYPI I I I I I I I I4' T PI I I I I F I I 14'kTP Ijf I i� og I I u;lt' f 1 i 41 4- t " ` I 1.31 IV/ r1 �-11 it)11--) TOP 484,7 s i?I * �; ,,.i ;,'�84,•7iI-T 1 9 UNITS UNITS I itt IN'! ;1 1 i#tI i jjf JMML54 1 " <t:,. 68'x 84' 68' x 84' �'w� t I I �� � f • C3 i L 1 1 I. ` EII - g© 20' �1 ❑ ❑ ❑ l Ell 0 / I r El EJ TM1'' Es'i ' `} Pi S"t-{OPPIi,+C � I + l 'ENTER >S,"'),"11A i t cariis P. :t 1L C�, r. '15136',= 1 i L.:11 1 t f � +. —4 to TOP POOL QQ LL 12' 12' ` 20' !z. i �I t �''� r• Iltil IiI � + j.lj • ' r i� J du ! e> ! 1 3 I !! , r ! 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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 Partners, LLC. Also, these plans may not be assigned to a third party without first written authorization of Terra Partners, LLC. © TERRA PARTNERS, LLC