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HomeMy WebLinkAboutSDP200200027 Plan - Approved 2002-08-09Location Map Scale:1"=2000' w J J i W / o i j RIVER - < BEND DRIVE I (S.R. 1116) e SOUTH PANTOPS DRIVE MR. 1140) r-PHASE 1 SITE BENCHMARK SEE SURVEY AND TOPOGRAPHY NOTE 3 250 STATE FARM PHASE 2 BLVD. (S.R. 1' F oil 11111111 25 February 2002 Prepared for: Cathcart Properties, Inc. 1244 Swan Lake Drive, Suite 403 Charlottesville, VA. 22902 Prepared By: MCKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS PLANNERS 301 East High Street Charlottesville, Virginia 22902 804-979-7522 fax 804-977-1194 GENERAL 24, CONTRACTOR EXCLUDES THE COST OF ANY SITE OR OTHER TRASH COMPACTORS, CONCRETE CHANGES PROPOSED IN AMENDMENT PAD IS INCLUDED PER SITE PLAN BUT ELECTRIC IS EXCLUDED. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, 1. THERE IS A CHANGE IN THE LOCATION OF THE RETAINING WALL ALONG BEVERLY DRIVE. INSPECTIONS, BONDS AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH LOCAL AND 25. THE POWER COMPANY WILL PERFORM ITS OWN SITE WORK UP TO AND INCLUDING THE STATE POLICY. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC CONNECTION TO THE ELECTRIC METERS THAT ARE MOUNTED ON THE BUILDINGS AT A SINGLE 2. THERE IS A REDUCTION IN THE NUMBER OF PARKING SPACES ALONG BEVERLY DRIVE FROM RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID LOCATION. THE TELEPHONE AND CABLE TV COMPANIES WILL PERFORM THEIR OWN SITE WORK UP 38 TO 34. CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION TO A SINGLE BOX ON EACH BUILDING. (HEREAFTER ABBREVIATED VDOT). 3, THERE IS A CHANGE IN THE DIMENSION OF PARKING SPACES ALONG BEVERLY DRIVE TO 10' X 161. 26. THE CONTRACTOR SHALL PERFORM ALL WORK USING THE DIMENSIONS SHOWN ON THESE PLANS. 2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM THE CONTRACTOR SHALL NOT USE SCALES, RULERS, DIVIDERS, MAP WHEELS OR OTHER 4. THERE IS A REDUCTION OF THE BEVERLY DRIVE TRAVELWAY FROM 24' TO 221. TO CURRENT STANDARDS AND SPECIFICATIONS OF VDOT UNLESS OTHERWISE NOTED. MEASURING DEVICES TO DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS. 5. THERE WAS 298 PREVIOUSLY APPROVED PARKING SPACES, THE TOTAL NUMBER NOW IS 294. 3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE 27. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL FILL MATERIAL THAT MAY APPROVED EROSION AND SEDIMENT CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY BE NECESSARY IN THE COURSE OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR THE CLEARING, GRADING OR OTHER CONSTRUCTION. DISPOSAL OF ANY EXCESS MATERIAL FROM THE SITE. ANY SUCH EARTH MOVING ACTIVITY IS SUBJECT TO THE APPROVAL OF THE ENGINEER. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1, WHERE POSSIBLE, LESSER SLOPES OF 4:11 OR BETTER ARE SITE CONSTRUCTION TO BE ACHIEVED. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING STABILIZED GRASS STANDS ON ALL SLOPES. 1. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE PAVEMENT SUBGRADE, CBR TESTS SHALL BE PERFORMED ON THE SUBGRADE SOIL, IF A SUBGRADE SOIL SUPPORT VALUE OF 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR HIS DESIGNEE, IT IS DEEMED NECESSARY ENGINEER. IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 2, ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED 6. UNLESS OTHERWISE NOTED, ALL STORM DRAINAGE PIPE TO BE HANCOR HI-Q. VDOT STANDARD AREAS. PIPE BEDDING DETAIL PB-1 IS REQUIRED WITH HANCOR HI-Q HIGH DENSITY POLYETHYLENE (HDPE) PIPE, 3, CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA LITTER CONTROL ACT. NO LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE 7, ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS CONSTRUCTION " SITE. FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926), 4. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH OR DRAINAGE 8. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE OUTFALL. PIPE SHALL BE MIN, 6" DIAMETER AND CONFORM TO VDOT STANDARD SB-1, NOTIFY EXISTING SITE SURVEY. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, ENGINEER IN ALL CASES. AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK. 5, STEPS FOR INGRESS AND EGRESS IN ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH VDOT STANDARD ST-1. ALL DRAINAGE INLETS SHALL HAVE A 2 INCH LOCAL DEPRESSION, 9. DEVIATIONS FROM, OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER. 6, STORM DRAIN PIPE LENGTHS SHOWN ON PLANS ARE MEASURED TO THE CENTER OF THE CONNECTING STORM DRAIN STRUCTURES.. PIPE LENGTHS INCLUDE STANDARD VDOT END 10. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND SECTIONS WHERE APPLICABLE. UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF, OR THE NON-EXISTENCE OF, UNDERGROUND UTILITIES. THE 7, STORM DRAIN TOP ELEVATIONS SHOWN ON PLANS ARE TAKEN AT THE CENTER OF THE INLET CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). BOX, 11. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UTILITIES SANITARY SEWER AND WATER MAIN CONSTRUCTION SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF NECESSARY. THE EXISTENCE AND/OR LOCATION OF UTILITIES SHOWN ON THESE PLANS MAY BE ONLY 11 WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY APPROXIMATELY CORRECT AND THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES NOT AUTHORITY OFFICIALS AT THE START OF THE WORK. OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION, IF A 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATE, THE ENGINEER, CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 12, RELOCATION OF ANY EXISTING UTILITIES SHALL BE AT THE OWNER'S EXPENSE AND COMPLETED WITH THE SITE WORK. THE DEVELOPER SHALL BE NOTIFIED AS TO THE RELOCATIONS REQUIRED 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER PRIOR TO THE START OF CONSTRUCTION. CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. 13. THE CONTRACTOR SHALL ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND COMPLETED WORK FROM THEFT AND VANDALISM. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. MATERIAL STORED AT THE SITE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 14, THE CONTRACTOR'S WORK SCHEDULE SHALL BE COORDINATED WITH THE OWNER AND THE BUILDING CONTRACTOR. 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT 15. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LINES, SERVICE LATERALS, AND WATER LINES, ETC. JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, VALVE DURING A FUTURE EXTENSION OF THE LINE. EXCEPTING FOR LIABILITY ARISING FROM "THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER". 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE 16. ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, CURBS, PLANTS, ETC.) SHALL BE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE THE RESPONSIBILITY OF THE CONTRACTOR. REPAIRS OR REPLACEMENTS SHALL BE MADE AS WITH THE REQUIREMENTS AS SPECIFIED IN THE A.C.S.A. AS -BUILT PLAN CHECKLIST, LATEST NECESSARY AT NO COST TO THE OWNER. EDITION, 17. ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT, 10. PRIVATE PRESSURE REDUCING VALVES (PRVs) WILL BE REQUIRED AT EACH BUILDING. OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND RESEEDED, 11. BEFORE FINAL RELEASE OF WATER METERS, PRIVATE FIRE LINES MUST BE TEMPORARILY SHUT 18. PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE OWNER. OFF TO PROVE DOMESTIC CONNECTIONS HAVE BEEN PROPERLY MADE, PARKING FOR EMPLOYEE VEHICLES WILL BE ACCOMMODATED AT THE SITE. SURVEY AND TOPOGRAPHY 19, AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE MAINTAINED AND MADE AVAILABLE AT THE CONSTRUCTION SITE BY THE CONTRACTOR. 1. BOUNDARY SURVEY PERFORMED BY B. AUBREY HUFFMAN AND ASSOCIATES, CHARLOTTESVILLE, VA. TOPOGRAPHIC SURVEY PREPARED BY J.H. BELL, JR., P.C., MINERAL, VA. ADDITIONAL 20. CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY THOMAS B. LINCOLN LAND SURVEYOR, AREA OF PROPOSED EXCAVATION OR BLASTING AT LEAST TWO WORKING DAYS, BUT NOT MORE CHARLOTTESVILLE, VA, THAN TEN WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. 2. SURVEY DATUM: USC&GS, 21. BEFORE BURNING, BLASTING, OR TRANSPORTATION OR STORAGE OF EXPLOSIVES, THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS. 3, BENCHMARK: ELEV. = 527.54 : TOP OF FIRE HYDRANT AT SOUTHWEST CORNER OF THE RTE. 250 AND STATE FARM BLVD. INTERSECTION. 22. TAP FEES, POWER COMPANY, CABLE TV, PHONE COMPANY, SITE GRADING AND RETAINING WALL PERMIT FEES AND OTHER FEES TYPICALLY PAID BY AN OWNER ARE EXCLUDED, 23. EXCLUDED IS THE RELOCATION OF ANY UTILITIES NOT SPECIFICALLY NOTED TO BE REMOVED OR RELOCATED, OWNER / DEVELOPER: CATHCART PROPERTIES, INC. 1244 SWAN LAKE DRIVE, SUITE 403 CHARLOTTESVILLE, VA. 22902 TAX MAP / PARCEL: 78/20P ZONING: R15 MAGISTERIAL DISTRICT: RIVANNA SETBACKS: FRONT 25', SIDE 15% REAR 20' BUILDING AREA: 2.08 AC 21.42 % PAVING AND WALKS: 3.20 AC 32.96 % OPEN AREA: 4.43 AC 45.62 % TOTAL SITE AREA (PHASE 2): 9.71 AC 100.00 % (TOTAL SITE AREA - PHASES 1 AND 2 = 24.21 AC, COMBINED DU/AC 13,0) GROSS RESIDENTIAL DENSITY (PHASE 2): 14,42 DU/AC MAXIMUM BUILDING HEIGHT: 28' SITE COVERAGE BY BUILDINGS: TOTAL AREA, PHASE 2 RESIDENTIAL UNITS: 87,044 SF TOTAL AREA, EXTERNAL GARAGES: 3,633 SF BUILDING TYPE UNIT BREAKDOWN: TYPE 1 = 2 - ONE BEDROOMS, 5 - TWO BEDROOMS, & 3 THREE BEDROOMS TYPE 2 = 4 - ONE BEDROOMS, 7 - TWO BEDROOMS, & 3 THREE BEDROOMS TYPE 3 = 2 - ONE BEDROOMS, 5 - TWO BEDROOMS, & 3 - THREE BEDROOMS BUILDING BREAKDOWN (PHASE 2) 1 BEDROOM 34 UNITS 2 BEDROOM 70 UNITS 3 BEDROOM 36 UNITS DWELLING UNIT BREAKDOWN: 34 1 BEDROOM 51 PARKING SPACES 70 2 BEDROOM 140 PARKING SPACES 36 3 BEDROOM 72 PARKING SPACES TOTAL PARKING SPACES. REQUIRED FOR APARTMENTS: 263 PARKING SPACES TOTAL PARKING SPACES PROVIDED FOR APARTMENTS: 298 PARKING SPACES (IiC INCL.) PARKING SPACES BREAKDOWN (INCLUDING RECREATIONAL AREA PARKING): CONVENTIONAL PARKING SPACES 218 PARKING SPACES IN 4 TYPE 1 BUILDINGS (12 EACH) 48 PARKING SPACES IN 3 TYPE 3 BUILDINGS (11 EACH) 33 PARKING SPACES IN GARAGES 12 RECREATIONAL AREA (PHASES 1 & 2): 6600 SF CLUBHOUSE 6000 SF POOL AND DECK COMBINATION 1 TENNIS COURT 1 PITCH AND PUTT 1 BASKETBALL COURT 4,000 SF MINIMUM IN TOT LOTS PARKING REQUIRED FOR RECREATIONAL ACTIVITIES (PHASES 1 & 2): 1 TENNIS COURT 2 SPACES 1 B'BALL COURT (2400 SF) 2 SPACES POOL AREA (1411 SF) 11 SPACES 3 HOLE PITCH AND PUTT 2 SPACES CLUBHOUSE (ASSEMBLY AREA 2848 SF) 17 SPACES TOTAL REQUIRED 34 SPACES (REC. SPACES = ® ) TOTAL PROPOSED 37 SPACES 24 SPACES IN PHASE 1 & 13 IN PHASE 2)) HANDICAPPED ACCESSIBLE PARKING SPACES: BUILDING TYPES 1 AND 3 HANDICAP SPACES ARE LOCATED AS GARAGES WITHIN THE BUILDINGS. 2 SPACES ARE PROVIDED IN EACH OF THESE BUILDING TYPES, (ONE IS REQUIRED PER BUILDING) 1 HANDICAPPED ACCESSIBLE SPACE IS PROVIDED PER BUILDING TYPE 2. (ONE IS, REQUIRED PER BUILDING) 11 GROUND FLOOR ACCESSIBLE UNITS: (GFE=GROUND FLOOR UNITS EACH, AGFE=ACCESSIBLE GROUND FLOOR UNITS EACH) BUILDINGS TYPE is BUILDING TYPE 3s BUILDING TYPE 2s (4 IN PHASE 2) (3 IN PHASE 2) (5 PHASE 2) 2 GFE 2 GFE 6 GFE 2 AGFE 2 AGFE 4 AGFE 4x2=8 TOTAL AGFE 3x2=6 TOTAL AGFE 5x4=20 TOTAL AGFE TOTAL ACCESSIBLE GROUND FLOOR UNITS = 34 (8+20+6) PERCENTAGE OF EXISTING SLOPES LESS THAN 10% = 2.46 AC (BOTH PHASES) (10.2% OF TOTAL SITE) TOTAL GROUND FLOOR UNITS=44 (8+30+6) PERCENTAGE OF GROUND FLOOR ACCESSIBLE UNITS 34/44=77.27% G -41. 16eOILS 615162- DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT glg/dzj /S/o DEPARTMENT OF ENGINEERING 2 N� DEPARTMENT OF ZONING A FIRE OFFICER -I& ALBEMARLE COUNTY SERVICE AUTHORITY l VIRGINIA DEPARTMENT OF HEALTH . =Y_,' VIRGINIA DEPARTMENT OF TRANSPORTATION !• • ITEM EXISTING PROPOSED BENCH MARK PROPERTY / RIGHT OF WAY LINE SETBACK LINE - - - - -- - - CONTOUR --------- INDEX CONTOUR - 10 BUILDING FENCE ----- XX- GUARD RAIL PAVEMENT ------------------ TREE LINE WATER MAIN - - - VV - - - W WATER VALVE - - -�- - - - STORM SEWER SANITARY SEWER - - - S - - - INLET MANHOLE - - S --0 S UTILITY POLE -0- TELEPHONE PEDESTAL 0 OVERHEAD ELECTRIC - - - E - - - OVERHEAD TELEPHONE - - - T - - - EASEMENT - - - - - - - BITUMINOUS PAVEMENTS------------------1 `x CONCRETE PAVEMENT CURB CURB WITH GUTTER HC RAMP GAS LINE - G - - - G - G SWALE/DITCH�- RIP RAP STORM DRAIN STRUCTURE SANITARY SEWER STRUCTURE 0 ELECTRICAL CONDUIT E LIGHT POLE ®--- E UNDERGROUND ELECTRIC LINE -UGE - - - UGE OVERHEAD ELECTRIC LINE -OHE - -OHE UNDERGROUND TELEPHONE LINE . -UGT - - - UGT REINFORCED CONCRETE PIPE RCP RCP FIRE HYDRANT FH FH SANITARY MANHOLE SMH SMH STORM DRAIN MANHOLE SDMH SDMH TOP OF CURB TC TC BOTTOM OF CURB BC BC LOW POINT LP LP DROP INLET D/ DI CLEAN OUT CO CO WATER VALVE WV WV 1, VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, DATED 1994. 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE STANDARDS, DATED 1993. 3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. 4. ALBEMARLE COUNTY SERVICE AUTHORITY, GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ADOPTED JANUARY 15, 1998. McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be J to thirdwithoutu assigned w any uilid patty wiuwu� iir3t obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. REVISIONS: 1, 3/28/02 County Comments 2. 5/23/02 County Comments 1-1 I I i I ) I 1 ' 1SHEETS 3, 4 ' 'I t I . I' `I t I )i Ij I { ! t i IRON NAILIN ROCK N 9015.7940 -15�2 / ✓ o,'- ', r—r> `+!` `ri >�: r7'j !' rs/ :t j Ir ! d '' %`, r/s a r,' : vt _ 'I { '�:t "trt+ � G„x• itYii N 7666,6140 E 11281,5150 It . .' � ✓~,'/ E 11982,7340 o �-' �.-;,u�yam. 0'� 2Ay,-'�•-� N272633"W 79179' � ,'�,,r, orrr r' r :' > ,� >% ' ' 63. %N 45'N27r r. i / r r IIi �r It :{t rr tr fr`r rr r �,'--� ir ,.-`',''`.� r9.+/` ` i ! - r` Zf t1 Z' .'' fr,f;- t}c�,�..7..._ _.::._....—__....-_ F'� =-' . r>•, cr,-'-l► . �_�%.' ,....r �-� ._...�.`_-.�-��': A,..`�_._ .- ... /t �C#?A ri .--r a,9 arr' a, 4A t _ ����,.,..�-""t".G.� � +gym" .,.W,...a.....,� ,nnv I •, ___�— ,- -F - C•. '• f� Y -------------- r'---------------- ALL DIMENSIONAL LAYOUT DATA SHOWN ON THESE PLANS IS BASED ON A PLAT PREPARED BY B, AUBREY HUFFMAN AND ASSOCIATES DATED MAY 15, 1998! ALL CONSTRUCTION STAKEOUT IS TO BE BASED ON THE PROPERTY LINE BEARING N27026'33"W SHOWN ON SHEETS 6 & 8 AS "CONSTRUCTION STAKEOUT BASELINE McKEE CARBON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 804-979-7522 www.mckeecarson.com ��p1,TH p� Gr STEVEN L. DRIVER 9 NO. 019933 �0 4,5 SIOXAL � McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form 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. N W aj U H N--1 `.J v H=-1 U 1.3/28/02 County Comments 2.5/23/02 County Comments Scale: 1" = 40' Date: 31 January 2000 Project No.: 9716 Designed: ERF Checked: SLID 5 Dp-c i) -o�-7 \�, \ '_ 11 � 3�_ � 1P ,,,. REMOVE AND REPLACE PORTION <::) \.. ., EXISTING RETAINING WALL PROVIDE SPLIT RAIL 3-RAIL FENCE ��o �, \ N Al 0 . �) N I -, WITH ELP_E-D WIRE IDENTICAL __1 /I .� / / / / / / / ,1 I'll .-� / / / / / - /k7�� -�-'�-&-A--,',-,'�-A-k-A_A_�A-A-A ,�_� \ \ " -_ -_ -- ,_ -, - RETAINING1,WALL TO BE� / z / / / I/ / 9 / .11 I'll " �, / EXIS T. RETAINING ' ­k_,�,,,.,� \ �% .__ TO e,HASE I FENCES I IX .�, / / / / / - - ­ ­ __ - ,� _ -, 1, - - __ �_ KEYSTOX SOFT SF�Llt STRAIGH'T FACED PLIUM, / / / I/ / 1�1 " �_ DITPH'WITH / / _-WAll , \ _­ "' --- ­_ - __ ­ ­., -,-,- -.- _ __ ­ - "I I_ \ , �, -I'- __ - 09 ' ' / / / I/ / -/-r Y"Y-Y,�lr,Y-Y-r-y-y--l�,-Y,-rw�-Y-,% ,�, / / / . "�, '4___A \ ,_ QR, -ACTERNATE aIMILAR IJ0 R AND / W 0 - �E(3'-3, TYPE / / / __ ­ - , I _�_ �_4 ", -_ -_ .- -1. 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I _�_ - 1� - e \ / / ,/ ��, C -, ,�� " "I I I / 41 I �'r ,,, 11 DIP PRIVATE 1, �Y3 ", H / / / (_1 " FIRE,,PROTECTION I ffA?�- _k r- �UNIE 11 , __- " 11 --71--i , - .11 I- 1� 11 % < �� IST FL .1 I 1�1 � -) , ___ 2G_11 , 11 1 -9) -- rf� = 4 I' � .�, )-�A .ro I T,y_P E� 2 1 'k " �71 " AII1111"IEj McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East H�h Street Chadottesville, VA 22902 804-979-7522 . www.mckeecarson.com 4� �,, NL T H o,,�, - -% _ 4 t" %. � C�l 1�1 '.., a STEVEN L. DRIVER �1_ . 019933 . X�7 0 , , "Q-1111 IONAL �1 McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings, All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form 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. " 44 U) �� -4� _e� �� 1,_� P-4 P--q cl� .* g I�J4," 1 � ND ;-.4 . r-.4 > , �_­l F-4 �_­[ I.-� �� 9 �_­[ F-4 1_� �� 0 U �:) �:) I— —"I r W N �4 .<� r_______1 r 0-k k,4� U At!� -,!� �4 i.--_I �� P4 �� <5 . P4 P4. U -4� U . IRevisions: I 1. 3/28/02 County Conunents I I Scale; 1" = 20' Date: 31 January 2000 Project No.: 9716 Designed: ERF e : I - 5�) � - ();� - (),� ? NOTES: 1. EXCEPT WHERE NOTED ALL DIMENSIONS RELATING TO CURBING AND WALLS ARE TO FACE OF CURB OR WALL. ALL DIMENSIONAL LAYOUT DATA SHOWN ON THESE PLANS IS BASED ON A PLAT PREPARED BY B. AUBREY HIUFFMAN AND ASSOCIATES DATED MAY 151 1998. ALL CONSTRUCTION STAKEOUT IS TO BE BASED ON THE PROPERTY LINE BEARING N27026'33"W SHOWN ON SHEETS 6 & 8 AS "CONSTRUCTION STAKEOUT BASELINE". CONSTRUCTION STAKEOUT BASELINE -1 - ..,.w ....s . w w . w• R .,�, p.. -...w...., ..y�...,a...�, ....�................ . ."c'�^-_•.•...z.,®. , . _:a�.ww,,.,,.., ... ...:,,,..:,,� w .� .......y. ..�,,.. ,....... .� .... — - �- ... ..�.......a.�..,.:+�a^ ........«N. . w....�....--o......... .....�........�..p, o d . ya,. , .. .�,......,..•.....zyg, , .. ax„„ .a..p� . > . <.�..,.w.�=e .. �:. ,.m- .......�.�,.3) ..........« »�, . , ....•.b,..•...' c.... o w..,.„..- ya. .. » ON mac,... o ,,..�.w.,- �........-�........,m .�+o. �...........,,.,,.,..�,.....,......,�.:.ay,. Q.. ...... ;y�- . « ...a,...,....,,.,yA.. N � ... �-.W.:�...,�„ .........w.�....<gn_ O 1 Np u }+ r - f1(11 Y"Y"'fi Y-y-y-,'"y``(l''Y""` (ry-y-y Y'—ry-Y'Y"i'"Y"Y"Ylr'l 20' BUILDING SETBACK 1 o` �Yo N 8280.5000 0 IF C; E 11640.8116 0 0 20• 0' T k O° o° �v (Y -y-vrYY... vrr Q v rrrrYv, cfl i (' R 5 -C 6" C o 79' i N 8108.397 o O C o 144.00 E 11730,7307 � � • II of �; �s k I Ln 0 0 o � N 7971.526 LIMITS OF PHASE 2 'Ook � p C � 178 974 I r y I �C� `�' II 8 2 � Z 3 7 00 f t _ _ S27026'33"E _ _ 1 + (o -yv-., Y.t �,r;��^ rr - 1136,27ft ��^� rr ��f Iry r , °N' 1 YY• Cq I I CO o R 4.17 Q 16.00 12.00 t�2.00' �19.54' ^ ` R 5,00' co \ f 3 7. 21' 3 7.21' w I I I can 4TP I AS -BUILT L' I O h' 9.47' rS M RETAINING WALL II s o ,, .\ ♦ z 3 D 3 E J TYPE 3 �) �1 TYPE 3 a •16' 3 00. 3 0.41 O 0 I c I �i /151 CIO 00 CD ' ! f JN-- `'' co \ o � TYPE 1 � -� + R 25.00 r 00 i 0 1 I 21 �rv%' 5.00' ( I 80 ) 16,00, 22. I r IS,/ 5892, C r 1 0 .r ' N • � j (. ® Cr CD tCj .�.�.�-..1..h..a,.A..,t✓+.1.+...i.A.,.,.�.,V,,, ice— 0 \ ! O r ` \ 1 V 3 /Iq 247. 840 ,,' ?.t' ,' � x E 115 •8413 �` .0 � 'A, 0 e..�..�..h.1.�..r..r.r� I aA �, c' �tit��"' (` �� ,;% ♦ � \� o BLDG TIE DIMENSIONS r5, C `�"I rARE TO FACE OF CURB -p o DI �. O (FOC) - TYPICAL ,f 9 0 O � FHA (TY 2' MINI M (TO C) PARKING SPACES 9' WIDE lbR 7.45' R 64.12,) ® R 68• -> ' ` 0' AT FACE OF CURB (TYP) �j ' FOR PARKING VERHANG Y� 6 R 15,00' 196 �a A IGN CE TERLI(`,_ OF WALK WIlH // C TER ENTRANCE (TYP) .� �.� r f ,( (�ry �^r R PARKING SPACES 10' WIDE _ +o / r� C - FACE OF C31FfB'�-TQ TERSECT 0 f 2 2 `�' / 4, r� z / 'a' t 6 Q / AT FACE OF CURB (TYP) WITH ARCHITECTURE (TI�P��v ti R 0 6 a- ,,r ! 4�� Co (� GARAGE B ( U' TYP) ��: S- L T 0 '- S57°25'39"yi/ . _ — c 0 f f A RETA/ WALL / a� 15 � 19 f t - rv~v-v{"t � , ., ?�� / � C`� / 9 ® ` n YYY"Y YQ T Y lYYY'YY Y'Y'YY 'YYY"Y C O (/ R 10' (TYP) 37,87 16.0 0'01 TYPE 1 r Q C' r (Y'Yr'(Y �r, YYrvYry�' A 22.9g "7 ® � 1 ,,,,ALIGN LL • �'Q h°' TYPE 1 C ECTUR TYP '�' ' / p N 7769.1023 �/il TH�,. HIT ) � t o / �� " ` U ♦ Q { rn /� � � / (, / E 11630.6452 TYPE 3 /r O tip 6- 00� 0C'O Cr ETAINI WALL / R 7.47 O 001 'k`.'t t..i.J+_LJ.�✓'.Jw.AAL..+�....hl �j �d � / ,Q 0 � � � : }-�-�-(N ° 7987. 725 y BRA / O t ly O . 11442.4607 LIMITS OF PHASE 2 l' ID ALKg 31 8 / 00, TYP) rt CG-6 (TYP)rr - Oo C'" i' �,✓ ® t t, ' E 11532,5983 p �-�"� r 1I Z131 �6 of o TYPE 1 rn NN / 00,00 N000- O / �O MH (TYP) r GARAGE A o� -,tom t N 7786.395 28.64' 0 E 11460.9 46 c C.O. (TYP). g00 \ LIGN GE OF WALK W H CHITECTURE (TYP) crr ro?) 7850.9922 / : SIDEWALK 11378.7 3PrC`r (TYP) 2G TYPE 2 2H TYPE 2 :M MCKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 804-979-7522 www.mckeecarson.com AI.TH pp �r G3 9 U STEVEN L. DRIVER 9 NO. 019933 McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form 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. N W cI� a w44 o r-� U Revisions: 1.3/28/02 County Comments Scale: 1" = 20' Date: 25 February 2002 Project No.: 9716 Designed: ERF Checked: SLD