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Home My WebLink AboutSUB199400117 Plan - Other (not approved) Preliminary Site Plan 1994-10-17oe,' OF ,L^ww/wG � u cvMmv".,, n^v � ' DEPT OF E~u.°,En.wG ��~K��~ . ��W � �� DATA , OWNER: Forest Lakes South P.O. Box 5207 Cherlottoaville, VA 22905 LEGAL REFERENCE: 4 portion of parcel 27. TN 46 MAGISTERIAL DISTRICT: Rivanna ZONING: P.U.O (proffer) Z.M.A. 91-04 SOURCE OF TOPO: James H Bell, Inc. <U.S.C.S. DATUM) SOURCE OF SURVEY: HoudabusA. GeIa & Assoc.. Inc. SETBACK REGUTREMENTS: Front : 25' Side 'i' �O' , | Rear : PO' PROPOSED USE: 68 ATTACHED UNITS RAVENSCR{]FT , AREA IN RIGHT-OF-WAY 2.47 4r[eS AREA IN LOTS 6.09 Acres | AREA IN COMMON AREA 6.35 A r[8S TOTALAREA 14.91 Acres NOTES, 1. Approx height of atrucuree: 26' 2. All lighting to be directed so as not to glare � on to aUiacent properties APPROVAL --- won/w'^ oc,, Of "/m*^,` | ,mu/ww osp, OF ",^nx � 3EAVICf AU THOR] TY | NOTE -TRASH PICK-UP |STDBEBYPR|VATEHAULER. VICINITY MAP SCALE' 1" = 2000' � | i � | | t_0z7C_57_ I_4/dE5` �7EMPLE7D11i ` A[//E5' fyVTP14,V6'E TO "I � ^ LEGEND Proposed —Dart. Sewer Proposed Storm Ora in Proposed 1H a L_ e r Line -------------- Proposed Water,: Service, couble / � ��#�� T��T� ! ''--- — -~'''--'''- i SHEET COVER SHEET ! SHEET 2 SITE PLAN COUNTY OF ALBEMARLE ' LL DEPARTMENT OF ENGINEERING jui, < � CU GENERAL CONSTRUCTION NOTES FOR SUBDIVISION� °-^� GENERAL- VV4TE� ANC SEWER�OND(T|ONS PROPOSED FOR PRr�ATEE_ MAINTENANCE _[_ � | 'ROADS ` 1992 Revised March 1' WORK SHALL BE SUBJECT TO INSPECTION BYALBBNARLE COUNTY SERVICE AUTHORITY rxea0v'evmono v,uoT made hereafter refers mthe Virginia Department o/ �� INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING PIE PROPER SERVICE � ! / ronsponaouv The term County ,cfo,` to the County of Albemarle. «/'gmm L'J AUTHORITY OFFICIALS AT THE START OF THE WORK. ' P,m/ to commmceme / o/ any construction vxxm any enumu public nnm*��wo� ^ 2 THE LOCATION OF EXISTING UTILITIES ACROSS THE UNE OF THE PROPOSED YYDRK�RENOT � --- -� including connection to any existing road, n permit w, mm construction shall be J--� ~~~� � � z� m M | �~� cc vmomeu from voo/ This plan ^sdrawn (nay not, accurately ,m,ou the requirements - NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT v,the oe,m// woo,e any discrepancies occur the requirements o/the permit snail THE CONTRACTOR SHALL ON HIS OWN 101AOYE LOCATE ALL UNDERGROUND LINES AND govern STRUCTURES AS NECESSARY ' Construction m`poonoo of all proposed mao` wxmn the development will be maoo b� ] ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH WATER AND SEWER � me County The contractor must notify the Department of Engineering (2%-53861 IS | hours in advance of the um ummw o ,u/ovon CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE 4LBEMARLE COUNTY SERVICE AUTHOR(TY ON | JANUARY 20� 1983 AMENDED JULY 1 1889 /I All materials and construction rnethods shall conform to current specificationsand 'standards of V.DO.T unless otherwise noted All excavation for underground pipeI DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY installation ".",. comply with "^"° "da= for the Construction"industry,`^' CFR ' Pan 926 | c THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING lW�3 UOUTY' '1�OO652'7001). / !Erosion and siltation control measures shall be provided in accordance with | l |approved erosion control plan and must be installed prior to any clearing, grading or� 6 ALL WATER AND SEWER PIPES SHALL HAVE AHINUNUN OF 3 FEET OF COVER MEASURED FROM THE / | other construction,| TOP OF PIPE OVER THE CENTERLINE OF THE PIPE THIS INCLUDES ALL FIRE HYDRANT LINES. | !All slopes and disturbed areas to be te4lilized seeded and mulcned Maximum SE RNCE LATERALS ANDVYATERUMES ETC. | allowable fill o'cut slope ., 2' whmm 'msvmmN vum/oome lesser slopes o/4 1 or �better are to De acnieved 7 20 WIDE EASEMENTS, CENTERED ON THE PIPEUME AND APPURTENANCES SHALL BE DE0C1vtD DJ / ' | THE ALBEMARLE C0UNTY SERVICE AUTHORITY. � EXCEPT WHERE THE UNE \S|NAPUBUC ROAD Surface drainage arid pipe u|soxn/ye mug ce retainedretainedwithinwithinn`* private right-of-way or | RIGHT-OF-WAY OR AN ACCESS EASEMENT, IN WHICH CASE THE ACCESS EASEMENT SHALL ALSO BE wnmo private easements prior to acceptance uythe count� :,All drainage vutmn' euoymmt, are to be extended to bmungury line or o num,a/ watercourse DEDICATED AS A UTILITY EASEMENT. | i ' All drainage m.ei` pm `^'p " '"^` "`a ln^a'sm»/ 8 | R ! 1' MINIMUM SEPARATION REQUIRED BETV/EBi WATER LINE AND ST0W SEWER CULVERTS OR 6^ Guardrail locations Yinere shown hereon are approximate/ ! SEPARATION WHEN WATERLINE B INSULATED. USE 1,2^[HICK THERMA-CEL PIPE INSULATION }M3' ! ! appropriate end treatments wmoo/wmuwwa'meomen/construction X 4' SHEETS AS MANUFACTURED BY NOM4C4. INC. OR EQUALLY APPROVED BY AL8EMARLE ' ^dunmna/ g"ommi| may be required at locations not sov*w when. in the opinion a/m"� COUNTY SERVICE AUTHORITY. INSULATION T0 E�7END 5' BEYOND CENTERLINE OF CULVERT !N i Director of Engineering o'his designee, nisdeemed mmo^smn When qua'um./ is � | BOTH DIRECTIONS OR S' BEYOND ENDS OF CULVERT WHEN PARALLEL. /pquxou it sxoo be installed mv, (^) feet offset /mm the a,yo of pavement to the lace o' | | ! ' '� 0 �� guardrail and shoulder w/umo ,oao uo /rmnmeu m seven � g TOUCH READ METERS ARE BEING USED BY THE AL8BNARLE COUNTY SERVICE AUTHORITY. TO Where urban cross »vumns are installed all residential driveway entrances snailACCD�W0O�TE THESE NE[E�� METER UDS WILL REOU\RE � \ 3/4" HOLE TAPPED INTO THE ^o^mnv /o vo.or CG -9A o,cC'yo | CENTER OF THE UO. BUND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM ENTERING THE BOX PR0R TO METER INSTALL -AT -ION. Where m/u/ cross s°omo` are msmovu all esmeo"o/ driveway entrances soux conform \ to vo01 ounuam PE -1 / 10 ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. Paved. rip -rap or stom|/zmmn mu/ |m,u uxrx may ue ,*qu.mu to stabilize o drainage i } ~.~... -.^.. .. ..^ .~..... _ -' _-`~ .� ~"'~~.� ~ .~ ._,_- ' - ` 1) / CEROR��ON �� CO��CDON BU��0 �� P80�DED �R �� R� AREA \ / | |deernedl necessary | UNDER WATER �1D5BNER UNES AND APPURTENANCES. THIS SHALL B�S�NED ' YY ! ( � ! BY APROFESS}DNAL GEOLOGIST THE CERTIFICATION SHALL STATE PIE EXACT AREA THAT THE � / / « mm/mum o|vo/ zone of eight (o) /*v' from the edge of pavement ,xao be maintained on | °oo residential subdivision omo uree, CERDRC4O0M APPLIES TO. !11 Compliance with the mimmurn paverrient width. shoulder width and clitch sections, as| 12 VALVES ON DEADEND LINES SHALL BE PODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE | shown m, the typical po,emex section detail. ,nm` be grim� E DURING �FUTUEEMSDN OF THE UNE / will be | ' |the developer at all street intersections. Signs arid the installation thereof shaf conformto "Albernarle County Street Name Sign REuirements" The developer snail be �responsible | for maintenance of the signs until the roads nave been accepted.� 1E. Road plan approval subject to final subdivision plat validation. Should the filial plat for ! |this ' project expire prior to signing and recordation, then approval of these plans shallbe ' null and ;old, 17 Traffic control or other regulatory signs or barricades shall be installed by the developer /when, in the opinion of the Director of Engineering or his designee, they are deemed� /necessary | in order to provide safe and convenient access to or from the proposed / || /Manual for Uniform Traffic Control Devices, latest edition ! | / � mBM PIK in Centerline crossover at Entrance to p"ma, Lakes uuvm. Elev. 466.31. || / | ( / - - -- -- -- --- ---------- ------ -� L- - _-- __ -___ _ - -- ' | oe,' OF ,L^ww/wG � u cvMmv".,, n^v � ' DEPT OF E~u.°,En.wG ��~K��~ . ��W � �� DATA , OWNER: Forest Lakes South P.O. Box 5207 Cherlottoaville, VA 22905 LEGAL REFERENCE: 4 portion of parcel 27. TN 46 MAGISTERIAL DISTRICT: Rivanna ZONING: P.U.O (proffer) Z.M.A. 91-04 SOURCE OF TOPO: James H Bell, Inc. <U.S.C.S. DATUM) SOURCE OF SURVEY: HoudabusA. GeIa & Assoc.. Inc. SETBACK REGUTREMENTS: Front : 25' Side 'i' �O' , | Rear : PO' PROPOSED USE: 68 ATTACHED UNITS RAVENSCR{]FT , AREA IN RIGHT-OF-WAY 2.47 4r[eS AREA IN LOTS 6.09 Acres | AREA IN COMMON AREA 6.35 A r[8S TOTALAREA 14.91 Acres NOTES, 1. Approx height of atrucuree: 26' 2. All lighting to be directed so as not to glare � on to aUiacent properties APPROVAL --- won/w'^ oc,, Of "/m*^,` | ,mu/ww osp, OF ",^nx � 3EAVICf AU THOR] TY | NOTE -TRASH PICK-UP |STDBEBYPR|VATEHAULER. VICINITY MAP SCALE' 1" = 2000' � | i � | | t_0z7C_57_ I_4/dE5` �7EMPLE7D11i ` A[//E5' fyVTP14,V6'E TO "I � ^ LEGEND Proposed —Dart. Sewer Proposed Storm Ora in Proposed 1H a L_ e r Line -------------- Proposed Water,: Service, couble / � ��#�� T��T� ! ''--- — -~'''--'''- i SHEET COVER SHEET ! 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