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Home My WebLink AboutSDP200700109 Plan - Approved Letter of Revision 1 2007-10-19t \ 8 \ . E \\ Av Storm Sewer Structure Schedule STRUCTURE ID STRUCTURE TYPE TOP ELEV INVERT IN INVERT OUT PIPE DESCRIPTION YD INLET 387 - 38 UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. \) 142.23 L.F. 15" HDPE 0 0.53%. GO CLEAN OUT 387 382.25 382.20 13.26 L.F. 15" HDPE 1.51% OUTLET TO RAINIGARDEIINIL383.25 382 8. .@ `\` ES -1 RT 379.75 378.00 376.00 FOR THE CONSTRUCTION INDUSTRY 129 CFR PART 19261. _ `w�,,,�� v ��7 76.54 L.F. 21" RCP 0 2.61% ES -2 CULVERT377.75 1 376.00 ' /\� - � \ \ WATER METER TO BE SIZED BY ALBEMARLE COUNTY SERVICE AUTHORITY, Legend p OSTORM INLET IDENTIFIER O FORE THE TREE I POTECTION(FENCE DETAIL.. ONTRACTORMTO INSTALL TPROTECTIONSFENCE SOIL STABILIZATION MATTING ALONG THE PROPOSED TREE LINE. EC -3 (TREATMENT -2) YD YARD DRAIN ES END SECTION Oy CULVERT VARIABLT7WIDTH26/160 & OF g00 F1 CO CLEAN OUT HWYPB1'I 8 711 STN S\GNT DLS�ANOE r'..� - __-_- _ °2 'S3TW 223.60' \ VDOT STANDARD / s./-�'^ PE -1 ENTRANCE I \ 0 FT WITH SIGHT \ z , - 390 LEFT SIGHT DISTANCE T (ANGLE ----------_-----_-- «. - .�-�.------ #�, zn,'r~::. F� kyF4a .r,?:..,. -' 44 +-' __ - POLE ow"---- --- ____.. � -`°29'59"E t 3.tT � ------------ - * - - - - 25' PUBLIC RIGHT-OF�WA ___- =J-- §#mS .' __----- \\ TP Y �': > ,,:,, -FS,C SIGNO4z' rri (WOOD 13 G \� --- MATCH $DLG. ?N �J q�u CD IN 75' SETBAC.T_�_�� 75'SETBAQK RIPRAP r \ �\ IN IN\`\ D50 -6"\ \ `� OUTLET INV IN \ OU - \ \ mow, w„ 378.00 APPROXIMATE PROTECTIONTANDARD VDO7` \ /'/ /"1 \�� - • WELL LOCATION \ END SECTION \ ES -1 \ \ y INV � ES -1 \ \ a / s � e \ \ -//r/..�� _ _' ES STANDARD VO4'» / / I 4' C.I.P. \ 2 / 1 CONCRETE \ w 2 -EMBANK T „ax / DSO AP2.. WALL \\I N n /� I \m N \ -- ' SCHEDULE t 9.0-•18` 's'l-' /• / `�,.. / // J / ED PIPE-- -_.r'J "CLEAN k��. _ii _ _ ROOF DRTYP.) PVC' I f D\PSTER ON OUT - _ _ s••+.-✓ 00 a FUTURE _ CONCRETE PAD tI -C i'� _ _STORMWATER/ \Y PAVINION', / \ -w✓ /' / / /' / // i' / / i / / / / / NT STORMORAIN - - R 3 L� Bk FILTER BP OTHERS( AIORBTSWA� CO CE - FFE 390 25 / 11 //��'/- -INV O'OUT � BAP 9 50 RIPRAP QQO�r p-0 iRI 390 39328 x� 's 0'v'�i ✓." / \\;' % ' // / ' / / // / // / /' ter' i' / i .• i' /' �T k1L§E''.. ine r i• ..8i- I I /�� DP P\�� p19 SF m '^ TOP 394 _ _ _ >x +> N 4'�„ ra•,z' i \. - DOWNSPOUT 1 II//// / �i �- /moi ��/ ' p 4 PITYP OOF DRAIN // ONC m .a Itn %I / / ✓ Y / / // .% /' I !6 YA I LE __ LK } T- / WH/TLcJ I 8 WMP Il\\� // % // // � // \° / OAK a s.. PVC ROOFDRAIN \`FIRS4 CHURCHN i J / / /\ / / // / i (By OTHERS( IifFFE 39¢.50 / x / r-- f .-��-' m,:N omm y \ /\ - I / \ 4' C.LP. c RIM EL. 393.86 CONCRETE WALL \\ �\ �1 l/ / I �"k'I S I I I I !/ / / // I \\eANOFO `,�'�. 1 z / // //� ` ' v '"L�'sY�O-Y�`�� t��•Yt `� ��. f // Il I :�F zv iaNCRETE T, WALLPRI +a TP Grading and Utility Notes,--- �\ FILTER 1. ALL SITE GRADING AND DRAINAGE CONTROLS SHOULD OCCUR WITHIN THE CONSTRUCTION \�>\�� \�\ �� ' ''��'' �� _\\\ ACCOESSWAY I INOT TO EXCEED II LIMITS INDICATED ON THE EBS PLAN. - 10% GRADE) SO 2, SWALES OR CHANNELS SHALL BE PLANTED WITH ANNUAL RYE GRASS General Construction Notes \�'" �� - \\ A TO STABILIZE AND CONTROL SOIL EROSION ASPHALT AND OTHER IM ERVIOUS MATERIALS `� -^--__ \\ \\ FOR SWALES OR CHANNELS WILL NOT BE PERMITTED. - 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING ROM VIRGINIA EPART LNG CONNECTION TO \ J 3. INSTALL ALL YARD INLETS IN ACCORDANCE WITH ALL MANUFACTURERS' RECOMMENDATIONS. ANY EXISTING ROAD A PERMIT SHALL BE OBTAINED FROM YIRGiNIA DEPARTMENT OF TRANSPORTATION YDOT. THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE 4, CONTRACTOR TO COORDINATE UTILITY LOCATIONS WITH ARCHITECT (i.e. CABLE, TV, GAS, REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENT --_- �--- \ ELECTRIC). OF THE PERMIT SHALL GOVERN. 5. ALL UTILITIES MOUNTED ON BUILDING TO BE LOCATED AT MINIMUM HEIGHTS 2. ALL PAVING DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM-,`��` ALLOWED BY SERVICE PROVIDERS, ALL MOUNTED UTILITIES SHALL BE PAINTED TO MATCH TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. BUILDINGS. CONTRACTOR TO COORDINATE PAINT COLOR WITH ARCHITECT AND PAINTER \ PRIOR TO INSTALLATION. 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, s, ALL UTILITY PEDESTALS NOT MOUNTED TO THE BUILDING SHALL BE PAINTED TO MATCH GRADING OR OTHER CONSTRUCTION. ELECTRIC TRANSFORMERS. CONTRACTOR TO ENSURE REFLECTIVE ID MARKERS/CODING ARE NOT PAINTED. 4. ALL SLOPES AND DISTURBED AREAS ARE TI BE FERTILIZED ENDED AND TAI HED. THE MAXIMUM vs� ALLOWABLE SLOPE IS 2:t IHOR120NTAL:VERTICALI, WHERE REASONA(3LY OBTAINABLE, LESSER SLOPES \`�� - �'• r� \ � �� \ I / General Construction Notes For Streets (THIS LIST IS IN ADDITION TO THE GENERAL CONSTRUCTION NOTES) 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE Y THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT 296- 5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE. THE THE TESTTRESULTSLSHALL BE SUBMITTED TO THEE COUNTY, IFSA SUBGRADE (SOIL CBR(OIFC10OOR OF EEgNGINEER LAND SUBMITTED WITH THEWTEST REgSULTS FOR IAPPROVAL,BE MADE BY THE DESIGN 9. ORRWITHINOEA EMENTS PRIOR TO ACCEPTANCET BY THET COUNTY.TALL DRAINAGE PUBLICRIGHT EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH. LOCATION AND APPROPRIATE END S. CONFORM BO VDOTSS SEEA`IBNORAOI. INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL 6, WHERE ERMURAL CTO OTSSTANCARDSPERE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFO1. COMPLIANCE ETHEITTYPICAL PAVEMENT SECTION( DETAIL. SHALLRBE iSTRICT� ADHERED Tp NS. AS 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL RSHALL PROJECT AND VOID IDR TO SIGNING AND RECORDATION, THEN 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR 0TH R REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN IN THE ) INION OF THE COUNTY ENGINEER OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO P OVIDE SAFE AND CONVENIENT ACCESS, 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDAR CDA oR D SS gg g MATERIAL AT ALL CUT AND FILL TRAANSITTIIRONS ANDDGRADE SAGNPDINTS AS NSHOWN ON SUB I PROFILES. 1 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE 1 '1 DEEMED IN ACCESSIBLE TO VOOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE \ CONDUCTED E CO ACCORDANCEUNTY TOR DOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH General Construction Notes For Stormwater Management Plans i 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE GEOT T. ALL FILL MATERIAL TO BE APPROVED RI A 1 GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING I CONSTRUCTION OF DAMS. ` 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. j < 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO \ / PERMANENT STORMWATER MANAGEMENT FACILITIES- CONVERSION IS NOT TO TAKE ! PLACE UNTIL THE SITE IS STABILIZED AND PERMISSION HAS BEEN OBTAINED FROM THE �. COUNTY EROSION CONTROL INSPECTOR. 15" YARD DRAIN INLET TOP 387 / INV 4UT383� \ LOT 49 �\ \ ROYAL ACRES \t / T.M.79AIA(C)I W.A.O.LAND TRUST \ / D.B 8 335 PLAT / 2' O IK ENT / 66 ! I Q - ! II I I y I j 1 1 '•\ \ Suc•mlttal Typa Reviewed and Approved by the ` Communi y,Develop�m nl Depadment Date - 0 Fi I 11 � \\ \Y 11 nature I � I I I \ 1 I \ 1 I I 1 \ oy I \ \ 11 150 A3., 1 ; l 1 1 om 1 t\\ \\ \ \ RIPP `\JTLT \ \ \ -11 PkOTEC-T\ON \\ ` 1 2'\EMBANKMEN6 \ \\ I 1 \\ \\ \\ RMWAIIER \ \ \ \ \ \ \ 1\ \ \ \ SEMENP \\JRLOT 48 OYAL ACRES `I JA 7, TRANSFORMER PADS TO BE SUPPLIED AND INSTALLED BY SERVICE PROVIDER. OF 3:1 OR BETTER ARE T BE ACHIEVED. g. ALL ELECTRICAL CONDUIT SHALL BE PROVIDED BY SERVICE PROVIDER. SERVICE PROVIDER 5. PAVED RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION SHALL PROVIDE PULL WIRES TO CONTRACTOR. CONTRACTOR SHALL TURN UP AND CAP ALL NECESSARB ALBEMARLE COUNTY OU STABILIZE AR DRAINAGE ENGCHAINEERING THE DIRECTORS DESIGNEE, IT IS DEEMED - _ /� fR--OPT/CCOND \ S 9, GAS SERVICE TO BE INSTALLED LOCATED DIRECTLY UNDER ANY BY SERVICE PROVIDER. GAS METERS SHALL NOT BE WINDOWS (IF ANY). 6. ALL TRAFFIC CONTROL SIGNS CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM DEVICES. TRAFFIC CONTROL ��- \ \� u�yT' I // - __ ��OS£�IC / \\ \ \\ Scale 1'_30' 00111 IntervI 10. CONTRACTOR TO COORDINATE UTILITIES WITH LANDSCAPE AND LIGHTING PLAN PRIOR 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. \) TO INSTALLATION. 8. ALL EXCAVATION FOR UNDERGROUNp PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS `\` \\ 11. ANY ADDITIONAL CUTJFILL SHALL FOR BEST LOCATION. BE STOCKPILED ON SITE. CONTACT OWNER/ARCHITECT/ FOR THE CONSTRUCTION INDUSTRY 129 CFR PART 19261. _ `w�,,,�� v ��7 \ \ \ ENGINEER ' /\� - � \ \ WATER METER TO BE SIZED BY ALBEMARLE COUNTY SERVICE AUTHORITY, 9. THE MOVEMENT OF HEAVY EQUIPMENTS AND STORAGE OF ALL MATERIALS OUTSIDE T75 CONSTRUCTIONPROHIBITED.WILL PROHCENT ONSETE2REMOVA THE LIMITS �- �-ry� / I 0 30 80 120 \ \ \ \ 12. OF TRUCTIONCK BI OR GRADING OCCUR WITHIN MCKEECAPSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t. 434-979-7522 f. 434977-1194 w frmckeecarson.com McKee Cason and Red Sport Concepts, Ltd. reseem law and other 6,8: aaPaOht property rights its these MovAhps. Ali ideas, designs. sections, details, and pons are the property of McKee Cason and Reld Spat Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, not are they t d h' to be assigned o any ed parry without t PoSf obtaining the express pemission and consent of either McKee Canon or Field Spat Concepts, Ltd. pI pp ROBERT MCKEE> Io T 's l 'IS O /O AL Revieians: 11/13/2007: COUNTY COMMENTS 12/28/2007: COUNTY COMMENTS 1/14/2008: COUNTY COMMENTS 2/04/2008: ARE COMMENTS 4/11/2008: ARE COMMENTS 5/12/2008: ARE COMMENTS If Sheet No.: IS -3 04 of 19 11 Scale: 11=0 Date: 10/12/07 Project No.: 0618 Designed: BKT Checked: JHM; (LBM If Sheet No.: IS -3 04 of 19 11 I \ 8 \ '4 E S ` ♦ � � r' Z `\ 87°26'53CW 22360' Storm Sewer Structure Schedule STRUCTURE ID STRUCTURE TYPE TOP ELEV INVERT IN INVERT OUT PIPE DESCRIPTION YD " YARD I L T 387 Checked: 386 0 )STAN iR SIGHT ANCE 142.23 L.F. 15" HDPE 0 0.53% CO LEAN OUT 387 382.25 382.20 ---- _ s -'"r- VDOT STANDARD I• ` \ 11.46 L.F. 15" HDPE 0 1.75% -61 � _ l/ c9x UTL T T RAIN A N 383.25 382 ES -7 1" RCP CULVERT (CV4 379.75 378.00 376.00 ES -2 CULVERT UTLET 377.75 376.00 76 54 L F 21" RCP 0 2 61% / Legend OSTORM INLET IDENTIFIER VARIABLE WIDTH R/W ST MATTING EC -3 OIL EBITIZATION YD YARD DRAIN ES END SECTION Checked: CULVERT FORETHEOTREE PROTECTION ION(FENCE 0 TAIOSICONTRACTOR TOT INSTALL TPROTECTIONSFENCE ALONG THE PROPOSED TREE LINE. General Construction Notes For Streets (THIS LIST IS IN ADDITION TO THE GENERAL CONSTRUCTION NOTES) T By THE COUNTY LATHE CONTRACTOR PROPOSED TONOTIFYO THE DEPAIRTMENTO OF COMMUNITVYI WILL (296- 58321 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3O COPIES OF THE TEST / ' MADE BY THE DESIGN STAT .-�'"'"''"• =lz-rte"- -- �-" A SUBGRADE SOIL CBR F 10 O I \\ LEFT SIGHT DISTANCE T IANGLE WITH SIGHT D'IS'FAKEE OF 500 FT ��_,,,r,Y r---r,-.,._r.--r ,,, ----___ _- _-_,_---______. �� _)„ .�_`h,�s. LT HALL BE SUBMITTED TO THE COUNTY. IF GREATER IS NOT STAINABLE A REVISED PAVEMENT DESIGN SHALL BE OyZe-y,�.� ENGINEER AND SUBMITTED WIYH THE TEST RESULTS FOR APPROVAL. - . _ "4` _ 3. - -WAV ... ,-.w w - __ DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT OF ---_____ --- LL DRAINAGE OUTFALL OR WITHIN BE PRIOR DATOEA TBOUNDARVTLINEO NA �-� \\ - 3.89.0 _389.00 N85°29'S9"E 1 3.17' �� PO( �`?� C GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTHOROCATIONRAND WAPPEROP APPROPRIATE END �� „C1 \ \� -- FACE OF GUARDRAIL, AND ROADWAY \ _. _ _ - - - - �`�.- - .-_I. TP _ _ _ � VERIFIED T SHOWN HE TIME WHEN CONSTRUCTION. O HETR PCTION. ADDITIONAL GUARDRAIL ED HE TY -F \ --rfi -\ - 25' PUBLIC RIGHT-OF-WAY.._ _ --- ---- •- ` ,z OQ YRESI,GPEEUILOFE DTEFEC NTCESSARY.O PA GUARDRAIL IS OPINION OIRED IT SHALL 8E INSTAILLED, ED TO �.-____,_--+� _ '----_� - - FCC SIGN � O� �\ �'x 5. WHERESHOULDURBAN CROSS SECR WIDTHS SHALL S ONS ARINSTALLED,NSTALLEDVEAEN (7)FEET, DRIVEWAY ENTRANCES SHALL },[ _ MATCH DLG __ycn,•, CONFORM TO VDOT CG -9(A, B OR CI. MATCH B `a ��8- _._ T DLG. � � � EE DRIVE 0k r. - '� 6. WHER RURAL CROSg SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL •- /_._ _ \ - -- _ _ ._ _- TYP _ 0��?0 - CONE RM TO VDOT STANDARD PE -1. �Z 7 SNAONEETTPLI PAVENTCNTNIDEHLHSDL•EISTRCTD DITCH THE TYPICAL EMSECTION TAI. SHOULDER IR 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. y _._ y - -. �.� RTO SIGNING AND RECORDATION, THEN .% ,!' �� ---__._ -- _ _ _ � 75' SETBACK _ ��\ APPROVALHOF )THESE PLANSRSHALL BF�NULL AND VOID 10 \� -�--� •\ ��3L 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR I r 75' SETBA K BEGINS -� \� �� ` \ UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND :\ / �' �___--•---- \ PROPERTY NUMBERING ORDINANCE AND MANUAL -� i 1 ___________-- }-------- // i �'� \�� - _- - w o° �� \"�� \\4 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE --T-- DESIGNEE, THEY ARE DEEMED RIPRAP _ v v �� v � '� DEVELOPER WHEN. IN THE OPINION OF THE COUNTY ENGINEER OR DES E T _ NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS / � OUTLET ° INV IN \� �� \ , APPROXIMATE PROTECTION `✓ CV -1 \ 378.00 �\ �� \ \\ \\ ,iy It. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR --_. ' STANDARD VDOI" AS DETERMINED BY VDOT FOR PUBLIC ROADS. \ WELL LOCATION \ \ -/ END SECTION ` -' \ -= """ !/ / t - �� V OUT \ �� ` !`2. 12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE \\ "-" ' i / 1 - �\ 0 - 202 ty ES -1 \\ \ \ \ � \ ti MATPROERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD sr. / //! •�\\_` NV O 3!q'gj: 2 0 ES•t \\ \\ \ \" I { 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE -~ }37800 3 •� \ \ 1 DEEMED IN ACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE �__-- •;" _ -. / 1 �,,. I .�� _ STANDAOD VTDOi' ! ) \ E 1 RT / CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROD DURE AND WITH ES-_ l . - CUT A VDOT OR COUNTY INSPECTOR PRESENT. 2 EMBANKM T RIPRAP .383 �� D50 : 2" 11 N �• \\ \ L ;. 3B General Construction Notes For Stormwater SCHEDULE AA -•l \: i i \\ \ 1 " 4, - - _ /'7 o- ��` � Management Plans .�_. BRAIN D\PSTER ON •`I 1 ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND __- FUTURE CONCRETE PAD \ 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A _ - - I 1 GEOTECHNICAL ENGIN ER A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING STORMWATER/ "' ` 99 -�; �ti� / CONSTRUCTION OF DAMS. STORMDRAIN .. / 3.. \"-. R "7. , ! ` - FILTE - v B7 OTHERS) BIORBTENTIOU� EASEMENT- p\\ 'J 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT a- _ _ FFE 388.25 T.CID \ 2� FACILITIES. R 30 INV O l - _ ;, 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO ---- 82 _ PERMANENT STORMWATER MANAGEMENT FACILITIES CONVERSION IS NOT TO TAKE BAp OUT TYP / PLACE UNTIL THE SITE IS STABILIZED AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. _-------"""' / ,/ ! !' /• / / _ �' i .F' "" ___ _390 _ _ - B \ :1R VNARD '. �� 5 RIPRAP �' NOP 3877 x,_11, 50:3' r OUT 83/. ` LOT O9 ROYAL q_ ACRES J / / !/ // / // i ,, ;' � ,! i" ! '� i J`/`-- ARE\(S PNC _-__.___ -' r-392 �_. \\ D•t / ,4 iPAAP ! m cr �i'' ------ -r R EL 396 RIM EL 39474 rY9Y 31 38961- ❑o1A. ®_3 4.015 TOP 7 /)\ / / r / r / ;' i ' / /' r '' - / - 'R\MPQROY• /`� I>O - - _ ._ _._ __ _.. _. AO-VVNS.POUT_395 Z i , / ,!._ ��/ 4" PVC ROOFORAIN \. \ 1• ; II .;� i/ ' _ (TYP. OF 4) OuBtE-'I _-- 0 - - / \ T.M.79A7-((C))-41 _ 3 m .� - iM :11 // 1 TYP•OINLET1_ LK 8 t % ii / / DB.i05L-33 TRUST 36"�/\/ Q - ( '8 SMP _. . ! !� I{ D.8.2480-335 PLAT OAK I 6" PVC ROOFDRAIN -RS\I. f I #i / / /!/ m 469-�1.. 393.18 ,' DROP-� FIRST 393.02 \ �-. I \ ✓ / ! / _ l CHRISTIAN 391. NKMENT /V / / moi' ! -fes\ CHURCH 395.3 / 953 (BY OTHERS) 5674 3 N 3930'2 / `/ / \ / ' FEE 39)i.50 / o' ; xy YJ9318 - - I ,�/' 1/ / /r // _ -____- � -0 ✓ i l I ' 11 / / '/ / _.__ `~`.� -`K _-. _ _ _ I ' /:, / /l rS~� !/ / % \\<�/ \•�• ,// 1 < //, ' / / Jir/1 ASPHAL NG/ TYP. I Op �.`- I RIM EL. 395.12 ,....-._. s __�_.�--' // 8jb/' // /SLC` /// �/ /' // /! V-b/STMRS�/SFO �•� I //' !! ! jWlIso` _ /F/BER rJPTIb' 1 //� -- ,.•-' A7WF0 R,-CA7/01 i r I 1 i 'i V �•I aa. /'f i/ !/ fl 308 / 39131 ' / I / u 7, 961 ROAR ,q nJ9�- / I I �16' X 2.3 /' C TANK lT P I 3 i ` � � h._`t- 1 -•\. \�\��y�� '/' i'� ,,r' \S'�A m �w � 3 CUI m v, / I ! I i 1 \ i __ "•T- ''\ ^-s _ �\ 1 moi/ " � / - 1 r I � 54 :3 � \ 1 I 1 m, 1 \\ \ RIP AP Grading and Utility Notes P, TIED ION - - \\\ Y 2'\EMBANKMENV \ \ l 1 I \ \ \ 1, ALL SITE GRADING AND DRAINAGE CONTROLS SHOULD OCCUR WITHIN THE CONSTRUCTION \.> � 1 1 1 l Y ��' _ \\ _--- BIOFILTER LIMITS INDICATED ON THE EBS PLAN. \�� \� �� i - \ ACCESSWAY I 1 1 1 1 \ \ \\ \\\ I \ (NOT TO EXCEED I \ \ \ \ \ \ I \ General Construction Notes \ '"" ,- , , - _ _ 10% GRADE) S ORMWAR 1\\ \ 2. SWALES OR CHANNELS SMALL BE PLANTED WITH ANNUAL RYE GRASS 1.c,J,J _ VASEMEN \ \ \ \ \ \ \ \ \ \ \ TO STABILIZE AND CONTROL SOIL EROSION- ASPHALT AND OTHER IMPERVIOUS MATERIALS \ ` �� -r.Za. ! _ \\ \ \ \ \ \ \ \ \ \ aa, \ \ \ \ \ \ FOR SWALES OR CHANNELS WILL NOT BE PERMITTED. 3. INSTALL ALL YARD INLETS IN ACCORDANCE WITH ALL MANUFACTURERS' RECOMMENDATIONS, 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING RIGHT OF WAY INCLUDING CONNECTION TO ANY EXISTING RDA p A PERMIT SHALL BE OBTAINED FROM VIRGINIA 'DEPARTMENT OF \ - - -"-- TRANSPORTATION PvDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE �\ 'w..t; ��`` \\ \\ \\ \\ \\ \\ \\ \ \\ `\ \\ ; \\ \\ \\ \\LOT 4, CONTRACTOR TO COORDINATE UTILITY LOCATIONS WITH ARCHITECT (i.e. CABLE, TV, GAS, REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENT ,fiOYAL ACRES ELECTRIC). OF THE PERMIT SHALL GOVERN. 2 5. ALL UTILITIES MOUNTED ON BUILDING TO BE LOCATED AT MINIMUM HEIGHTS . ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM ALLOWED BY SERVICE PROVIDERS. ALL MOUNTED UTILITIES SHALL BE PAINTED TO MATCH TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. r -y. \ �� tiK �'%Bg� / \� �` \� \\ `� \\ \ \\ \\ \ \ �\ •'1 •\\ \\ \ \ \ BUILDINGS. CONTRACTOR TO COORDINATE PAINT COLOR WITH ARCHITECT AND PAINTERY PRIOR TO INSTALLATION. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH 6. ALL UTILITY PEDESTALS NOT MOUNTED TO THE BUILDING SHALL BE PAINTED TO MATCH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION._ ELECTRIC TRANSFORMERS. CONTRACTOR TO ENSURE REFLECTIVE ID MARKERS/COOING ARE NOT PAINTED. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED SEEDED AND MULCHED, THE MAXIMUM 7, TRANSFORMER PADS TO BE SUPPLIED AND INSTALLED BY SERVICE PROVIDER, ALLOWABLE SLOPE IS 2.1 IHORIZONTAL:VERTICALI. WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BEE ACHIEVED. 8, ALL ELECTRICAL CONDUIT SHALL BE PROVIDED BY SERVICE PROVIDER. SERVICE PROVIDER 5. PAVED RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION SHALL PROVIDE PULL WIRES TO CONTRACTOR. CONTRACTOR SHALL TURN UP AND CAP ALL OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING. OR THE DIRECTORS DESIGNEE, IT IS DEEMED CONDUITS. NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. -`�-� !'� �� EFP-PTIC 9, GAS SERVICE TO BE INSTALLED BY SERVICE PROVIDER. GAS METERS SHALL NOT BE 6. ALL TRAFFIC CONTROL SIGNS CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL \ 1 \ \�A' l -�� 1 \ LOCATED DIRECTLY UNDER ANY WINDOWS IF ANY). DEVICES. � -FIBER- 71C / Scale 1'_30' Contour Interval.2' \\ \ \ 1`OS \ \\ \\ 10. CONTRACTOR TO COORDINATE UTILITIES WITH LANDSCAPE AND LIGHTING PLAN PRIOR 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. - ti`tty 1\ \\ \ \ 70 INSTALLATION. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS - \ 11. ANY ADDITIONAL CUT/FILL SHALL BE STOCKPILED ON SITE. CONTACT OWNER/ARCHITECT/ ENGINEER FOR BEST LOCATION. FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 19261. 12. WATER METER TO BE SIZED BY ALBEMARLE COUNTY SERVICE AUTHORITY. 9. THE MOVEMENT OF HEAVY EQUIPMENTS AND STORAGE OF ALL MATERIALS OUTSIDE THE UMITS1__ // 1 � 0 30 80 120 \4 \ OF THE CONSTRUCTION PROHIBITED, NO TREE REMOVAL OR GRADING WILL OCCUR WITHIN - - - ->ti.1 _ , \ \ THE 75' SETBACK ADJACENT TO THE ROUTE 250 EAST. McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434979-7522 f. 434977-1194 w .mckeecosson.com McKee Carson and Pekl SporsConceph. Ltd. reserve thei common law copyrghtond other property rights in these drawings. All ideas, designs. sections, details, and plans are the property of McKee Canon and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any torn or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. \,ALTH OF G/ ROBERT B. MCKEE NO. 7783 •4900/ 4y�� 6 S/ONAL -J Revis ons: 11/13/2007.* COUNTY COMMENTS 12/28/2007: COUNTY COMMENTS 1/14/2008: COUNTY COMMENTS 2/04/2008: ARB COMMENTS 4/11/21108: ARB COMMENTS 5/12/2008: ARB COARv17S1T'S 10/09/2009: LEVIER OF REVISION CV VARIABLE WIDTH R/W & Fi Date: 10/12/07 CO CLEAN OUT 1D.6.523 -474,D.8.426 -f50 711 CEOF 500 Checked: HWY.P.B.IV-70 8. 0 )STAN iR SIGHT ANCE "1 J�J !If VST _µ N / ---- _ s -'"r- VDOT STANDARD I• ` \ UAROR9IL +'_- r PE -1 ENTRANCE\ ..✓-- K §WI6KsROAD"'.'''_' r_ - � �-'` _.--- -�-.- -61 � _ l/ c9x General Construction Notes For Streets (THIS LIST IS IN ADDITION TO THE GENERAL CONSTRUCTION NOTES) T By THE COUNTY LATHE CONTRACTOR PROPOSED TONOTIFYO THE DEPAIRTMENTO OF COMMUNITVYI WILL (296- 58321 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3O COPIES OF THE TEST / ' MADE BY THE DESIGN STAT .-�'"'"''"• =lz-rte"- -- �-" A SUBGRADE SOIL CBR F 10 O I \\ LEFT SIGHT DISTANCE T IANGLE WITH SIGHT D'IS'FAKEE OF 500 FT ��_,,,r,Y r---r,-.,._r.--r ,,, ----___ _- _-_,_---______. �� _)„ .�_`h,�s. LT HALL BE SUBMITTED TO THE COUNTY. IF GREATER IS NOT STAINABLE A REVISED PAVEMENT DESIGN SHALL BE OyZe-y,�.� ENGINEER AND SUBMITTED WIYH THE TEST RESULTS FOR APPROVAL. - . _ "4` _ 3. - -WAV ... ,-.w w - __ DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT OF ---_____ --- LL DRAINAGE OUTFALL OR WITHIN BE PRIOR DATOEA TBOUNDARVTLINEO NA �-� \\ - 3.89.0 _389.00 N85°29'S9"E 1 3.17' �� PO( �`?� C GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTHOROCATIONRAND WAPPEROP APPROPRIATE END �� „C1 \ \� -- FACE OF GUARDRAIL, AND ROADWAY \ _. _ _ - - - - �`�.- - .-_I. TP _ _ _ � VERIFIED T SHOWN HE TIME WHEN CONSTRUCTION. O HETR PCTION. ADDITIONAL GUARDRAIL ED HE TY -F \ --rfi -\ - 25' PUBLIC RIGHT-OF-WAY.._ _ --- ---- •- ` ,z OQ YRESI,GPEEUILOFE DTEFEC NTCESSARY.O PA GUARDRAIL IS OPINION OIRED IT SHALL 8E INSTAILLED, ED TO �.-____,_--+� _ '----_� - - FCC SIGN � O� �\ �'x 5. WHERESHOULDURBAN CROSS SECR WIDTHS SHALL S ONS ARINSTALLED,NSTALLEDVEAEN (7)FEET, DRIVEWAY ENTRANCES SHALL },[ _ MATCH DLG __ycn,•, CONFORM TO VDOT CG -9(A, B OR CI. MATCH B `a ��8- _._ T DLG. � � � EE DRIVE 0k r. - '� 6. WHER RURAL CROSg SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL •- /_._ _ \ - -- _ _ ._ _- TYP _ 0��?0 - CONE RM TO VDOT STANDARD PE -1. �Z 7 SNAONEETTPLI PAVENTCNTNIDEHLHSDL•EISTRCTD DITCH THE TYPICAL EMSECTION TAI. SHOULDER IR 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. y _._ y - -. �.� RTO SIGNING AND RECORDATION, THEN .% ,!' �� ---__._ -- _ _ _ � 75' SETBACK _ ��\ APPROVALHOF )THESE PLANSRSHALL BF�NULL AND VOID 10 \� -�--� •\ ��3L 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR I r 75' SETBA K BEGINS -� \� �� ` \ UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND :\ / �' �___--•---- \ PROPERTY NUMBERING ORDINANCE AND MANUAL -� i 1 ___________-- }-------- // i �'� \�� - _- - w o° �� \"�� \\4 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE --T-- DESIGNEE, THEY ARE DEEMED RIPRAP _ v v �� v � '� DEVELOPER WHEN. IN THE OPINION OF THE COUNTY ENGINEER OR DES E T _ NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS / � OUTLET ° INV IN \� �� \ , APPROXIMATE PROTECTION `✓ CV -1 \ 378.00 �\ �� \ \\ \\ ,iy It. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR --_. ' STANDARD VDOI" AS DETERMINED BY VDOT FOR PUBLIC ROADS. \ WELL LOCATION \ \ -/ END SECTION ` -' \ -= """ !/ / t - �� V OUT \ �� ` !`2. 12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE \\ "-" ' i / 1 - �\ 0 - 202 ty ES -1 \\ \ \ \ � \ ti MATPROERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD sr. / //! •�\\_` NV O 3!q'gj: 2 0 ES•t \\ \\ \ \" I { 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE -~ }37800 3 •� \ \ 1 DEEMED IN ACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE �__-- •;" _ -. / 1 �,,. I .�� _ STANDAOD VTDOi' ! ) \ E 1 RT / CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROD DURE AND WITH ES-_ l . - CUT A VDOT OR COUNTY INSPECTOR PRESENT. 2 EMBANKM T RIPRAP .383 �� D50 : 2" 11 N �• \\ \ L ;. 3B General Construction Notes For Stormwater SCHEDULE AA -•l \: i i \\ \ 1 " 4, - - _ /'7 o- ��` � Management Plans .�_. BRAIN D\PSTER ON •`I 1 ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND __- FUTURE CONCRETE PAD \ 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A _ - - I 1 GEOTECHNICAL ENGIN ER A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING STORMWATER/ "' ` 99 -�; �ti� / CONSTRUCTION OF DAMS. STORMDRAIN .. / 3.. \"-. R "7. , ! ` - FILTE - v B7 OTHERS) BIORBTENTIOU� EASEMENT- p\\ 'J 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT a- _ _ FFE 388.25 T.CID \ 2� FACILITIES. R 30 INV O l - _ ;, 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO ---- 82 _ PERMANENT STORMWATER MANAGEMENT FACILITIES CONVERSION IS NOT TO TAKE BAp OUT TYP / PLACE UNTIL THE SITE IS STABILIZED AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. _-------"""' / ,/ ! !' /• / / _ �' i .F' "" ___ _390 _ _ - B \ :1R VNARD '. �� 5 RIPRAP �' NOP 3877 x,_11, 50:3' r OUT 83/. ` LOT O9 ROYAL q_ ACRES J / / !/ // / // i ,, ;' � ,! i" ! '� i J`/`-- ARE\(S PNC _-__.___ -' r-392 �_. \\ D•t / ,4 iPAAP ! m cr �i'' ------ -r R EL 396 RIM EL 39474 rY9Y 31 38961- ❑o1A. ®_3 4.015 TOP 7 /)\ / / r / r / ;' i ' / /' r '' - / - 'R\MPQROY• /`� I>O - - _ ._ _._ __ _.. _. AO-VVNS.POUT_395 Z i , / ,!._ ��/ 4" PVC ROOFORAIN \. \ 1• ; II .;� i/ ' _ (TYP. OF 4) OuBtE-'I _-- 0 - - / \ T.M.79A7-((C))-41 _ 3 m .� - iM :11 // 1 TYP•OINLET1_ LK 8 t % ii / / DB.i05L-33 TRUST 36"�/\/ Q - ( '8 SMP _. . ! !� I{ D.8.2480-335 PLAT OAK I 6" PVC ROOFDRAIN -RS\I. f I #i / / /!/ m 469-�1.. 393.18 ,' DROP-� FIRST 393.02 \ �-. I \ ✓ / ! / _ l CHRISTIAN 391. NKMENT /V / / moi' ! -fes\ CHURCH 395.3 / 953 (BY OTHERS) 5674 3 N 3930'2 / `/ / \ / ' FEE 39)i.50 / o' ; xy YJ9318 - - I ,�/' 1/ / /r // _ -____- � -0 ✓ i l I ' 11 / / '/ / _.__ `~`.� -`K _-. _ _ _ I ' /:, / /l rS~� !/ / % \\<�/ \•�• ,// 1 < //, ' / / Jir/1 ASPHAL NG/ TYP. I Op �.`- I RIM EL. 395.12 ,....-._. s __�_.�--' // 8jb/' // /SLC` /// �/ /' // /! V-b/STMRS�/SFO �•� I //' !! ! jWlIso` _ /F/BER rJPTIb' 1 //� -- ,.•-' A7WF0 R,-CA7/01 i r I 1 i 'i V �•I aa. /'f i/ !/ fl 308 / 39131 ' / I / u 7, 961 ROAR ,q nJ9�- / I I �16' X 2.3 /' C TANK lT P I 3 i ` � � h._`t- 1 -•\. \�\��y�� '/' i'� ,,r' \S'�A m �w � 3 CUI m v, / I ! I i 1 \ i __ "•T- ''\ ^-s _ �\ 1 moi/ " � / - 1 r I � 54 :3 � \ 1 I 1 m, 1 \\ \ RIP AP Grading and Utility Notes P, TIED ION - - \\\ Y 2'\EMBANKMENV \ \ l 1 I \ \ \ 1, ALL SITE GRADING AND DRAINAGE CONTROLS SHOULD OCCUR WITHIN THE CONSTRUCTION \.> � 1 1 1 l Y ��' _ \\ _--- BIOFILTER LIMITS INDICATED ON THE EBS PLAN. \�� \� �� i - \ ACCESSWAY I 1 1 1 1 \ \ \\ \\\ I \ (NOT TO EXCEED I \ \ \ \ \ \ I \ General Construction Notes \ '"" ,- , , - _ _ 10% GRADE) S ORMWAR 1\\ \ 2. SWALES OR CHANNELS SMALL BE PLANTED WITH ANNUAL RYE GRASS 1.c,J,J _ VASEMEN \ \ \ \ \ \ \ \ \ \ \ TO STABILIZE AND CONTROL SOIL EROSION- ASPHALT AND OTHER IMPERVIOUS MATERIALS \ ` �� -r.Za. ! _ \\ \ \ \ \ \ \ \ \ \ aa, \ \ \ \ \ \ FOR SWALES OR CHANNELS WILL NOT BE PERMITTED. 3. INSTALL ALL YARD INLETS IN ACCORDANCE WITH ALL MANUFACTURERS' RECOMMENDATIONS, 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING RIGHT OF WAY INCLUDING CONNECTION TO ANY EXISTING RDA p A PERMIT SHALL BE OBTAINED FROM VIRGINIA 'DEPARTMENT OF \ - - -"-- TRANSPORTATION PvDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE �\ 'w..t; ��`` \\ \\ \\ \\ \\ \\ \\ \ \\ `\ \\ ; \\ \\ \\ \\LOT 4, CONTRACTOR TO COORDINATE UTILITY LOCATIONS WITH ARCHITECT (i.e. CABLE, TV, GAS, REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENT ,fiOYAL ACRES ELECTRIC). OF THE PERMIT SHALL GOVERN. 2 5. ALL UTILITIES MOUNTED ON BUILDING TO BE LOCATED AT MINIMUM HEIGHTS . ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM ALLOWED BY SERVICE PROVIDERS. ALL MOUNTED UTILITIES SHALL BE PAINTED TO MATCH TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. r -y. \ �� tiK �'%Bg� / \� �` \� \\ `� \\ \ \\ \\ \ \ �\ •'1 •\\ \\ \ \ \ BUILDINGS. CONTRACTOR TO COORDINATE PAINT COLOR WITH ARCHITECT AND PAINTERY PRIOR TO INSTALLATION. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH 6. ALL UTILITY PEDESTALS NOT MOUNTED TO THE BUILDING SHALL BE PAINTED TO MATCH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION._ ELECTRIC TRANSFORMERS. CONTRACTOR TO ENSURE REFLECTIVE ID MARKERS/COOING ARE NOT PAINTED. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED SEEDED AND MULCHED, THE MAXIMUM 7, TRANSFORMER PADS TO BE SUPPLIED AND INSTALLED BY SERVICE PROVIDER, ALLOWABLE SLOPE IS 2.1 IHORIZONTAL:VERTICALI. WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BEE ACHIEVED. 8, ALL ELECTRICAL CONDUIT SHALL BE PROVIDED BY SERVICE PROVIDER. SERVICE PROVIDER 5. PAVED RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION SHALL PROVIDE PULL WIRES TO CONTRACTOR. CONTRACTOR SHALL TURN UP AND CAP ALL OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING. OR THE DIRECTORS DESIGNEE, IT IS DEEMED CONDUITS. NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. -`�-� !'� �� EFP-PTIC 9, GAS SERVICE TO BE INSTALLED BY SERVICE PROVIDER. GAS METERS SHALL NOT BE 6. ALL TRAFFIC CONTROL SIGNS CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL \ 1 \ \�A' l -�� 1 \ LOCATED DIRECTLY UNDER ANY WINDOWS IF ANY). DEVICES. � -FIBER- 71C / Scale 1'_30' Contour Interval.2' \\ \ \ 1`OS \ \\ \\ 10. CONTRACTOR TO COORDINATE UTILITIES WITH LANDSCAPE AND LIGHTING PLAN PRIOR 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. - ti`tty 1\ \\ \ \ 70 INSTALLATION. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS - \ 11. ANY ADDITIONAL CUT/FILL SHALL BE STOCKPILED ON SITE. CONTACT OWNER/ARCHITECT/ ENGINEER FOR BEST LOCATION. FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 19261. 12. WATER METER TO BE SIZED BY ALBEMARLE COUNTY SERVICE AUTHORITY. 9. THE MOVEMENT OF HEAVY EQUIPMENTS AND STORAGE OF ALL MATERIALS OUTSIDE THE UMITS1__ // 1 � 0 30 80 120 \4 \ OF THE CONSTRUCTION PROHIBITED, NO TREE REMOVAL OR GRADING WILL OCCUR WITHIN - - - ->ti.1 _ , \ \ THE 75' SETBACK ADJACENT TO THE ROUTE 250 EAST. McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434979-7522 f. 434977-1194 w .mckeecosson.com McKee Carson and Pekl SporsConceph. Ltd. reserve thei common law copyrghtond other property rights in these drawings. All ideas, designs. sections, details, and plans are the property of McKee Canon and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any torn or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. \,ALTH OF G/ ROBERT B. MCKEE NO. 7783 •4900/ 4y�� 6 S/ONAL -J Revis ons: 11/13/2007.* COUNTY COMMENTS 12/28/2007: COUNTY COMMENTS 1/14/2008: COUNTY COMMENTS 2/04/2008: ARB COMMENTS 4/11/21108: ARB COMMENTS 5/12/2008: ARB COARv17S1T'S 10/09/2009: LEVIER OF REVISION Sheet No.: � 04 of 12 11 Scale: 11.=zW1 Date: 10/12/07 ProjectNo.: 0618 Designed- BKT Checked: JHK RBM Sheet No.: � 04 of 12 11 �, r 1 -- - - - - - - - - - - - - - - - - - - - - - VARIABLE WIDTH R/W OF 5p0 Ft j{WYSP B:V 7.0 84716j-150 S \St ANCE / SIGHT O > -------x = ---------ac _=_-------' - _ Luminaire Schedule Luminaire Schedule Sym 0 ty Label 81 Arrangement Lumens .. _1.800 LL 1.000._ escnptlon mco. A-181- -25. mountedat. olour/ finish ._BLP.._ _. .__. s - C 1 7. 0 \\ ter\ BLP EEEtE 2 y L t. 0 ardco BR820-50MR BLP 10 9 l 11700 1. 0 ardco 102- -17 BLP \ LEFT SIGHT DISTANCE -- - - - - - - - - - - - - - - - - - - - - - VARIABLE WIDTH R/W OF 5p0 Ft j{WYSP B:V 7.0 84716j-150 S \St ANCE / SIGHT O > -------x = ---------ac _=_-------' - _ Luminaire Schedule Luminaire Schedule Sym 0 ty Label 81 Arrangement Lumens .. _1.800 LL 1.000._ escnptlon mco. A-181- -25. mountedat. olour/ finish ._BLP.._ _. .__. s - C 1 7. 0 moo -1 2• -2 mounted at 2 BLP EEEtE 2 y L t. 0 ardco BR820-50MR BLP 10 9 l 11700 1. 0 ardco 102- -17 BLP .0 O. d .t 0.7 .t 0.1� _______ ' i.. .17' _.. ......._ .. .. - . ... ---- N�5.29'59"E-1 - NOTE COLOR FINISH FOR MUST 8E BLP SEE SHEETS 6 FINISH SCHEDULE) c-------------�---...�---` - � - � _ Gz _"---__-_ _ 1O'O" -Ort-¢i_4.1 O �1 � OL R 8 FINS O ALL FIXURES S 1 -_---- _ `oao.o o. n.z 10.2 112 0.1----__ umerw ummary Labe! ac ypa Units vg Max Mm vg/ in ax/ in eneral Parking an ui g Imminence .----_- - 0.0 9D.0 0.1 .5 9.0 a.0v.7 X. `0.4._0.3 0.2`_- -_ ---_-- _ `-- Q��Q�I - SP -2006 -020 -Special Use Permit Conditions - --- 0.9 0.6 0.3 0.2 ` 9 \\ \�\�\ \�� \ LIGHTING OF THE SITE SHALL BE LIMITED AS FOLLOWS: _ A. LIGHT PROPERTY IN A GREATER THAN .3 F S, `----- ` 75' SET K `� G T J.EVELS AT THE PRO ERT LINES SHALL BE NO E HA 0 00T CANDLE 0 O.6 T7 tt. 1`3 0.5 03 0.2 AF.�.� �\ 0 I 1 I ,.�� `�� -- - "" _' - �•�''� ...r'.. \� - \` - \� \ \\- B. NO FLOOD LIGHTING OF THE BUILDING IS PERMITTED;- \ B �-1 f`}(• I I ��' 75' SETS K C. UTILIZE BOLLARD TYPE LIGHTS IN PLACE OF POLE LIGHTS WHENVER POSSIBLE. USE ONLY FULL •hp 2¢ Oa\O.1 \ \ �� ` �\ CUTOFF FIXTURES; . 1.1 \\ `� \\ \ 1 1 ` � - /// \-`�_,-, --___ _ \�� 0,9 2,44111,7 1.5 .8 0.4 0..2\ .1 �\ \�� \ \\ D. SITE AND KXDING ILLUMINATION SHALL BE LIMITED TO THE SATISFCATION OF THE ARB; AND ----' /J // / 3 3 42 E. HALL BE ARRANGED OR SHILEDED TO REFLECT LIGHT AWAY FROM �\ \\\ ` \ \ 1 ALL OUTDOOR LIGHTING S .9 .B O. ._.O..... \\ _.. \; `\\ \\ Fn I ABUTTING PROPERTIES. .2.4 O. 10.5 0.3 0.2 .t \\\ \ \\ 11 NOTE ..� / 0.5 O.8 0.6 0.4 0.3 ) \I \ \ _ t \\ '� ' ! I •. ` i'" -'� I /' .. .. " \\..... ...... a' ___.. \.. 1. NO DECORATIVE LIGHTRdG IS PROPOSED ON SITE. 2 1 ID -- -- --- / // ,' _ , �.. \\, .N \ \\ WALL PACKS TO BE MOUNTED AT HEIGHT OF 11 FEET. _ -` / ._ moi' �/ I ..��__ .tea O.0_0: •0.3- Ili .7 .6 xCP .4 0.2 /TP tie ) \a II _ i I � \ 2. 0.2 �1Q�E ggEEpp H E _ E7AIL1. 7AAGTOR-IO.INSTALL-TREE PRD7E(.ItON FENCE I 7 � 1 \ pq�p p� T R HEIRFF PQTECLE 1FE SER T�0 EROSIONNAND IMTO- CONTROL DETAIL PLAN - S E Tib MCMELAKNUI-4 I CONSULTING ENGINEERS Il LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902. t: 434 -97➢ -7522 f434-977-1194 w xnckeecrosoncom McKee Carron and FIddSIW Concept. Ltd. resetve6uteortarlorl lowoopytidd ardother property rights N thele drawings. AN Meal, dedgre. secilom, de1dK, and plain are the property of McKee Corson and Fmd sport Concepts. Ltd. These plans are not to be reproduced, changed, or copied M any form or manner whatsoever, not are they to be agigned to any third 00ft v461oui fintobMkdng the express permbsioA and consent of either McKee Conran or FbM �� 1 o _0.0-.�._&}-. _ 9 -..'L -.-0.i CLQ ._ -__. _ -.. _ i.._._ (_...'---gLONd T E E THE ROP03ED REE LINE. 8 5 0.3 62' .3 0.4 .4 O.4 0.2 .0 O. O.i0 10 0 -.� _ _ I 1 g„_1)xx-Jg .0 9 0.5 .3 O.5 t0 1.0 1.2 1.1 V.i O.4 0.2 .1 O.0 O.0 / I U .3 0_6-1.9-11.0 1.7 '0.6--0,4-0.5-.0 .0 2.3 4.7 4.4 2.2 1.8 0.7 0.3 0.1 .1 0.1 _ U. -------.- '� //' '�% / // /' ,/' /// ,/' /' _ � �-- 0.7 1.4 2.6 �. 9 T6- .1 O -4.1 1.8 � %.1_ 3.1 C,�.�•2_ //! j _._._ ._._.. / / / / // �' I -- 1.725353.7352.T32:01.8_lY 1.01111.2 ];$Z.SdTJ,�8�657U624f8353a 2$ - - 4 O.8 1.8 33 � `•441_1.4 1.2 LB 2.8 116 -M. • 11,7 8.0 3.3Ve`L b.3 __------------- 0 ,/ .' 27425'45'855653:12.T11'41't 1'11.82.b3.2 . ` 96 /// /'� � � � :85765. 0 _-__- �:9:T [$.. 5552. O _ 1.4 6 . s 3 .•85:8$ 4.10 - - 0.5 0.6 O.0 0.0 O.1 O 0.1 0.1 0.1 D.i 0.1 .1 0.1 0.2 0.3 0.5 1.0 'N'T.4--4.7' 5 .8 0.7 0.9 1.9 CC //' // /'/ % �/' /' /' // /' ' / i'�_�_-_ y} ' 0.3 /1'i�� i� // -I' .. ,:' .. :..i is ._�.9 8.4 1.3 •- +127 -. `7 0.9 ,f 12. • t 21.5 6 0.9 2 0.3 O 0.4 0 1 "t-- • _ 1 - / / I i / \ / / / / / / / / / / / +�' � � . � /' i �'"4R�PPR / +�6 0.3 3.5 1 1 i 90 � ` - - I ! II . / /' // % r/-.../�___. // // /'� ./__<..__._ +'/ >j.0 0.2 2.5 5 WA ACK 1 ..f.. 1 I I t � / '`� 6.3 2.5 S GHT 17.8 5 O. 1q I 1 \ / / / / ice\ ` W.A.O.LAf�D TRUST411--s \/ /' 13 I ! I ? / T.M.79AlICA-47 '^ _ _ - _ HE iy I 1 ! ! / / / D.8.1457-735 16.9 .3 1 / ! / /,. X0.0 0.3 1.3 2 ,\ I ( I / � D.B.280-335 PLAT n� 0--ol O.4 O \ 111 0 O.0 0.1 __ -_ _ _._.___ -.__ \\ _� I 1 � --! �'� 7 - � i' / \ �� P �-� � 9.7 .8 9.P. O7 0.3 I l l � �/y'" / � _ •rwe(i `�,` 1 I. 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'9.8 10.3A. -S 3 11. 6.8 7 1 \ 5 1 f / / �• \ 1 / I I I° 7a• I i I I / / 1 \ 0 O.1 0s 1. t \ \ 1µ.5q -.-I g , � ..spy ID 4..- /0 0.2 0.7 1.5 Ll 1d-1'.6 9.8 iG.7_. .20.8 aj�W7WF 1 4i.f IDA 0.2 0.5 3 Z`----- f ,Ilyi (18'/0.3 ! /.Ii 1 \\ \\ : ` PRINTED _ , 1D.3 ID U 0.3 . 0t -Oi Oi JUN 12 M _/ -___. ON 11.0 11.9 3.9 .5 O. O.i 0 01/1/1 O. ,158 101 g.5 �O.P PAI 10.1 0 / ��- .....0�9r6 .0 0.8 U.1 0.3 5/8'8 0.9 0.9 0.8 O.6 O1� O.0 D.Or 1 \ \ 1 \\\ It O.0 O.0 .OU O.0 O.0Q`0.3 O.4 O.d AA.3`$4 0.3 O.1 00 O.D�.O� \ \1 _.. _ _ \\ JUN LEM \ROYAL ACRES scab 11••30' Contour Intervak2' \\ \\ \ \\ \\ 0 - 30 80 120 II \\ \\ h\ \\ \ \ 11/13/2807: CCIUMYCOMMEN'15 12/28/20D7: CDDNTY 1/14/200&COUD M 2/04/208& AND CCMMM 18 4/11/MMAB3C 5/12/A& AD CAIRffiJ15 1-Dat ProjeatNo- 0618 Dedped: ETM, WS Chedwd: JHM; REM (Sheet Ne.- i. I I IL 06of 19 0 .0 .----_- - 0.0 9D.0 0.1 .5 9.0 a.0v.7 X. `0.4._0.3 0.2`_- -_ ---_-- _ `-- Q��Q�I - SP -2006 -020 -Special Use Permit Conditions - --- 0.9 0.6 0.3 0.2 ` 9 \\ \�\�\ \�� \ LIGHTING OF THE SITE SHALL BE LIMITED AS FOLLOWS: _ A. LIGHT PROPERTY IN A GREATER THAN .3 F S, `----- ` 75' SET K `� G T J.EVELS AT THE PRO ERT LINES SHALL BE NO E HA 0 00T CANDLE 0 O.6 T7 tt. 1`3 0.5 03 0.2 AF.�.� �\ 0 I 1 I ,.�� `�� -- - "" _' - �•�''� ...r'.. \� - \` - \� \ \\- B. NO FLOOD LIGHTING OF THE BUILDING IS PERMITTED;- \ B �-1 f`}(• I I ��' 75' SETS K C. UTILIZE BOLLARD TYPE LIGHTS IN PLACE OF POLE LIGHTS WHENVER POSSIBLE. USE ONLY FULL •hp 2¢ Oa\O.1 \ \ �� ` �\ CUTOFF FIXTURES; . 1.1 \\ `� \\ \ 1 1 ` � - /// \-`�_,-, --___ _ \�� 0,9 2,44111,7 1.5 .8 0.4 0..2\ .1 �\ \�� \ \\ D. SITE AND KXDING ILLUMINATION SHALL BE LIMITED TO THE SATISFCATION OF THE ARB; AND ----' /J // / 3 3 42 E. HALL BE ARRANGED OR SHILEDED TO REFLECT LIGHT AWAY FROM �\ \\\ ` \ \ 1 ALL OUTDOOR LIGHTING S .9 .B O. ._.O..... \\ _.. \; `\\ \\ Fn I ABUTTING PROPERTIES. .2.4 O. 10.5 0.3 0.2 .t \\\ \ \\ 11 NOTE ..� / 0.5 O.8 0.6 0.4 0.3 ) \I \ \ _ t \\ '� ' ! I •. ` i'" -'� I /' .. .. " \\..... ...... a' ___.. \.. 1. NO DECORATIVE LIGHTRdG IS PROPOSED ON SITE. 2 1 ID -- -- --- / // ,' _ , �.. \\, .N \ \\ WALL PACKS TO BE MOUNTED AT HEIGHT OF 11 FEET. _ -` / ._ moi' �/ I ..��__ .tea O.0_0: •0.3- Ili .7 .6 xCP .4 0.2 /TP tie ) \a II _ i I � \ 2. 0.2 �1Q�E ggEEpp H E _ E7AIL1. 7AAGTOR-IO.INSTALL-TREE PRD7E(.ItON FENCE I 7 � 1 \ pq�p p� T R HEIRFF PQTECLE 1FE SER T�0 EROSIONNAND IMTO- CONTROL DETAIL PLAN - S E Tib MCMELAKNUI-4 I CONSULTING ENGINEERS Il LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902. t: 434 -97➢ -7522 f434-977-1194 w xnckeecrosoncom McKee Carron and FIddSIW Concept. Ltd. resetve6uteortarlorl lowoopytidd ardother property rights N thele drawings. AN Meal, dedgre. secilom, de1dK, and plain are the property of McKee Corson and Fmd sport Concepts. Ltd. These plans are not to be reproduced, changed, or copied M any form or manner whatsoever, not are they to be agigned to any third 00ft v461oui fintobMkdng the express permbsioA and consent of either McKee Conran or FbM �� 1 o _0.0-.�._&}-. _ 9 -..'L -.-0.i CLQ ._ -__. _ -.. _ i.._._ (_...'---gLONd T E E THE ROP03ED REE LINE. 8 5 0.3 62' .3 0.4 .4 O.4 0.2 .0 O. O.i0 10 0 -.� _ _ I 1 g„_1)xx-Jg .0 9 0.5 .3 O.5 t0 1.0 1.2 1.1 V.i O.4 0.2 .1 O.0 O.0 / I U .3 0_6-1.9-11.0 1.7 '0.6--0,4-0.5-.0 .0 2.3 4.7 4.4 2.2 1.8 0.7 0.3 0.1 .1 0.1 _ U. -------.- '� //' '�% / // /' ,/' /// ,/' /' _ � �-- 0.7 1.4 2.6 �. 9 T6- .1 O -4.1 1.8 � %.1_ 3.1 C,�.�•2_ //! j _._._ ._._.. / / / / // �' I -- 1.725353.7352.T32:01.8_lY 1.01111.2 ];$Z.SdTJ,�8�657U624f8353a 2$ - - 4 O.8 1.8 33 � `•441_1.4 1.2 LB 2.8 116 -M. • 11,7 8.0 3.3Ve`L b.3 __------------- 0 ,/ .' 27425'45'855653:12.T11'41't 1'11.82.b3.2 . ` 96 /// /'� � � � :85765. 0 _-__- �:9:T [$.. 5552. O _ 1.4 6 . s 3 .•85:8$ 4.10 - - 0.5 0.6 O.0 0.0 O.1 O 0.1 0.1 0.1 D.i 0.1 .1 0.1 0.2 0.3 0.5 1.0 'N'T.4--4.7' 5 .8 0.7 0.9 1.9 CC //' // /'/ % �/' /' /' // /' ' / i'�_�_-_ y} ' 0.3 /1'i�� i� // -I' .. ,:' .. :..i is ._�.9 8.4 1.3 •- +127 -. `7 0.9 ,f 12. • t 21.5 6 0.9 2 0.3 O 0.4 0 1 "t-- • _ 1 - / / I i / \ / / / / / / / / / / / +�' � � . � /' i �'"4R�PPR / +�6 0.3 3.5 1 1 i 90 � ` - - I ! II . / /' // % r/-.../�___. // // /'� ./__<..__._ +'/ >j.0 0.2 2.5 5 WA ACK 1 ..f.. 1 I I t � / '`� 6.3 2.5 S GHT 17.8 5 O. 1q I 1 \ / / / / ice\ ` W.A.O.LAf�D TRUST411--s \/ /' 13 I ! I ? / T.M.79AlICA-47 '^ _ _ - _ HE iy I 1 ! ! / / / D.8.1457-735 16.9 .3 1 / ! / /,. X0.0 0.3 1.3 2 ,\ I ( I / � D.B.280-335 PLAT n� 0--ol O.4 O \ 111 0 O.0 0.1 __ -_ _ _._.___ -.__ \\ _� I 1 � --! �'� 7 - � i' / \ �� P �-� � 9.7 .8 9.P. O7 0.3 I l l � �/y'" / � _ •rwe(i `�,` 1 I. I / /``�� \ 1 I I I 1 � � / ! � j� / ! /• �/ ,/ PHS �.0 4.0 -Otr cl��B IAN' t ! s'^' / j ; ! / / / � / /'� �a,��11MC / / \ / ' /+ / /�/ eof\%B F\ `r� CNURCH ; .4 ! / / / / / 6cnW eam / / / P ( - 9.7 1 1.3 ( './ , ! -�{{ 4!461 -OL i(\OOY P�' p.o o., os li i lA; TO 3 QirAuaJ• _ --' 4).0 0.2 4.2 6 1.2 - f .` �' 41.0 0.1 1.8 ! •� 1 i f 1 I / / \ ` \ '----------` t 1 1 1 � o ( / , ( / ! \ r'i7¢OwTCP.aaRt.K0N'nw6. `------ SO /' / 118'RMBucedL 41.0 O.1 1.1 / /�---------- ' { 1 I 1 / l / / / / / /// / / / �, - \ /'�ia4('`O \-\•�`�• - ... 41.0 0.1 1.9 ._ /I- ___/ V'.^+^'-.. ___ _. / - .4, 1 /\\ V9p`S�O / A --_.u• / .91 O. O. .4 ! .__..... .. . - _`CA. �. "�, 41.0 0.2 1.2 9 / NICs,• / I I I I I I I I 1 \ \ ` \\ // /.. I-. i •wl 1 .I .. / % // / I\O �'�� I f r ��• /' ! 1 I I I I\ I 1 \\ O.0 0.1 O. /2.t 11. '9.8 10.3A. -S 3 11. 6.8 7 1 \ 5 1 f / / �• \ 1 / I I I° 7a• I i I I / / 1 \ 0 O.1 0s 1. t \ \ 1µ.5q -.-I g , � ..spy ID 4..- /0 0.2 0.7 1.5 Ll 1d-1'.6 9.8 iG.7_. .20.8 aj�W7WF 1 4i.f IDA 0.2 0.5 3 Z`----- f ,Ilyi (18'/0.3 ! /.Ii 1 \\ \\ : ` PRINTED _ , 1D.3 ID U 0.3 . 0t -Oi Oi JUN 12 M _/ -___. ON 11.0 11.9 3.9 .5 O. O.i 0 01/1/1 O. ,158 101 g.5 �O.P PAI 10.1 0 / ��- .....0�9r6 .0 0.8 U.1 0.3 5/8'8 0.9 0.9 0.8 O.6 O1� O.0 D.Or 1 \ \ 1 \\\ It O.0 O.0 .OU O.0 O.0Q`0.3 O.4 O.d AA.3`$4 0.3 O.1 00 O.D�.O� \ \1 _.. _ _ \\ JUN LEM \ROYAL ACRES scab 11••30' Contour Intervak2' \\ \\ \ \\ \\ 0 - 30 80 120 II \\ \\ h\ \\ \ \ 11/13/2807: CCIUMYCOMMEN'15 12/28/20D7: CDDNTY 1/14/200&COUD M 2/04/208& AND CCMMM 18 4/11/MMAB3C 5/12/A& AD CAIRffiJ15 1-Dat ProjeatNo- 0618 Dedped: ETM, WS Chedwd: JHM; REM (Sheet Ne.- i. I I IL 06of 19 0 J r � ._" I \ �\ V v v I \ \. \ / \ �\ - \ ,, \ /' I \ ! 1 , \ `\ y \ \ 1 ` \ \ 1 \ 6.28' ` \ \ - 25.4 a8 E i A �` a --- S\\\ •\\\ \ f \ _� \ ( _Q \ -- - _ ( -Gil _ � \\\ r� \ \ Cv �/ \`\ \\ iT � -' \ \ *-J_' -- '-` c �� \ --- - _ - -- - -- - \ \ - - - - -- - \ S87°26'S3�W 223.60' 1 _ _ - _ - -- _ - - -- _J l - - , \ � \ LEFT SIGHT DISTANCE T IANGLE WITH SIGHT -r-- \ T--- --- -( _---------_ _--------- _ ; � - r / �,s E OR 500 FT 1 \ \ VARIABLE WIDTH R/W 500 FT (D.B.523-474,D.B,426-150 OF HWY.P.B.IV-70 & 71) SIGHT DISTANCE ALT N '- - - - -- - - -- - -- -- T ANCE t . ) - .- - _ - -- -- T-S�Gpl� //. - - - - - � I -_ --- / / / I i -- - - _ _ r�r -sem- �_ -- - ,- -- _ _ _.-.--ter = - __ _. _.. _ �_ - --- 390 ---- -- _. - - y,,,-\i-•r-�r..: �`�- \ r�-`f"G�- 'r-'-'v"1^�YVI^.^, r'-,�y-Y-,cy-�-- r-,- ver,(\ \ _ ` . ,� ~ :; a e:. n a r ---- -`," S03°44'2T 1 0.1 '0# 00 .(i0 0, 0.0 0.0 0.0 0.0 --- --- - �\ -- - -r-I r w-.wYY ��- ,-��-� �., ✓-v � �- : � \ - - - - � � - - - � \ C2 - 5 04 -- - -- � � 9 59 17 \ - - „E 1 3, ' \ �� rte' _ \ \ \ - - - _ - - - - _ 1 . •�*°,rI-,6" ,, N85°2 �\ NOTE: COLOR &FINISH FOR ALL F{XURES MUST BE BLP (SEE SHEETS 6 FINISH SCHEDULE) I v 'ti 1 0'9 b �0 0-- 0 0 0 A 0 0 v • • ul Luminaire Schedule Units Avg --- - Min rr \\\\--- \\\ 0.1- `0:2 \ ^ \ Symboi Qty Label Arrangement Lumens LLF Description Colour/Finish 6 s1 SINGL 19800 1.000 Emco E A-181-3H-250Mh mounted at 20' BLP � I � \ \ r 3 s2 BACK -BACK 19800 1.000 Emco ECA-182-QH-25OMH mounted at 20' BLP 0 2 s3 SINGLE 3900 1.000 Gardco BR820-50MH BLp pw�� Q i. 10 sb SIN LE #1700 1.000 Gardco 102-WT-175MH BLP �� \ 1-. \ \\ ---- _ Units Avg --- - Min rr \\\\--- \\\ 0.1- `0:2 \ ^ \ ---0-2 (2 1 i 0.0 0.0 0.0 _ 0.0 TP `--�, -, \ �N \ \ \ I II 1 '' \ \\\\ -�' --- _ _ \ \ --- -- TP \\ ``\�\ N.A• __ _ �l ,-I- ��`f -c \ \ / \ \ -""'----�� 0.2 0.3 0.4 .�k 4} b °0.1 °0.0 0,0 -0,0.-_- O�c,• cv - \ � I � \ \ r , _ , _ _ - -- \ , -; -- , \ _- \\ --_ - --- ° ° \\_ - \` __- '--� 0.2 0.4 - - - 0.6 0.a 0. --0.-- 0 0.0 Qo�- 0.0 - ��( -_ / \ .8 .1 pw�� Q i. - umeric Summary Label Calc Type Units Avg Max Min Avg/Min Max/Min General Parking and Building Illuminance Fc 2.09 21.5 0.0 N.A. N.A• (�� I 1 �// \\ \\\\ _ '(i-3--0.¢� ° .7 1,fr X13 0.7 0.3 0.1 0.0 \ ~� \ \ SP-2006-020-Suecial Use Permit Conditions (� 1 - - �- , _O \ _:-t I 1 \ \ \ _ - - - - - - -- - 0.2 ° .4 0.8 1. i 9 a2 ,; 1.6 08,-0, 0.0 - \ \ \ \ `, -1 \ LIGHTING OF THE SITE SHALL BE LIMITED AS FOLLOWS: 1 _ /' l \ \ - \ -- __ _. - _ '� ` \ \ 75' SETBAFK � -� , \ f \ \ \ - - I � / / - - - °0.3 0 7 1. t' " -A,,1 1.9 0.8 0.2 -\ \'�_ _ --'�- `- \ , \ - A. LIGHT LEVELS AT THE PROPERTY LINES SHALL BE NO GREATER THAN 0.3 FOOT CANDLES; - - -I - -- -- _ ° a 1 B. NO FLOOD LIGHTING OF THE BUILDING IS PERMITTED; 1 3T /' -' 75' SETB�tC�K _ - -- -- .-- - _ - -0,4 0.7 1.5 2.#L- d• -t- • \ b 9 - 0.3 \ _-- 1 \' _ z _ \ I \ - _ � /I., i / \ \\ - �' - - - � a �\ \ \ \ C. UTILIZE BOLLARD TYPE LIGHTS IN PLACE OF POLE LIGHTS WHENVER POSSIBLE. USE ONLY FULL 0.4 1.1 1.4 4 4 5.5 2. 1.0 0.2 \ j �--- - / / '`\ - _ •\ \ \ CUTOFF FIXTURES; / / \- - -- -- - -- ° ° ° a a \ \ \ \ \ ; - - - --- / / `` • ° ° \ J // \ �- 0.4 0.8 1.4 - 4t7 4.4 .4 1.0 0.3\, .0 �\ �\ �� I D. SITE AND BUILDING ILLUMINATION SHALL BE LIMITED TO THE SATISFCATiON OF THE ARB; AND / `' - \ ° 3 0.5 1.3 2. 4 .0 2. 0.9 0.3 0. \ \ \� \ \ !'-, E. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHILEDED TO REFLECT LIGHT AWAY FROM -�/ / / ''••� ? \ \ \' i ABUTTING PROPERTIES. \ i £? 2 3 1.1 0.5 0.1 0.0 b .0 \ \' i \ o i \\ "� /' tJJ - �/ /il ` \\\` �' a m^ ° \% ` ` C{2 NOTE \--- T1- - // 11 ! %�9.. - Y } 0.6 0. 1 t8 1 0.5 0.2 Oii 0.0 0 f _ ll J / i -- - - -- - -- - - / / / " v" r b / _ ; v \ 1. 1. NO DECORATIVE LIGHTING IS PROPOSED ON SITE, _ , �� /�' �~ 'J' - - ' \\�� "� r - Y ' \ 2 LL DAT HEIGHT OF 11 FEET _ .._. / I - - . / `N ? �' WA PACKS TO BE MOUNTE - --r /' / / �'�_ / -- ��r.r -- "" _ _�0..4- 06" 0.6 0 x 2 0.2 2 0.3 0,3 / TP ctV. \ ;