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HomeMy WebLinkAboutSDP200500117 Plan - Submittal (First) Preliminary Site Plan 2006-03-03SITE DEVELOPMENT SUMMARY PRELIMINARY SITE PLAN TOTAL PARCEL AREA . . . . . . . . . . I. . . . . . . . . AREA OF LOTS AREA OF OPEN SPACE. . . . . . . . . . . . . . . . . PERCENTAGE OF OPEN SPACE . . . . . . . . . . . . . . . AREA OF PUBLIC ROADS . . . . . . . . . . . . . . . . . . PHASE I AREA . . . . . . . . . . . . . . . . . . . . . . . RESIDUE AREA . . . . . . . . . . . . . . . . . . . . . . . CURRENT ZONING . . . . . . . . . . . . . . . . . . . . . . TAXMAP . . . . . . . . . I. . . . . . . . . . . . . . . . . NUMBER OF TOWNHOUSE LOTS . . . . . I. . . . . . . ACREAGE IN TOWNHOUSE LOTS . . . . . . . . . . . . . . DEVELOPMENT TYPE . . . . . . . . . . . . . . . . . . . . SOURCE OF TITLE . . . . . . . . . . I. . . . . . . . . . . . MAXIMUM BUILDING HEIGHT . . . I. . . I. . . . . . . . . . . GROSS IDENTIAL DENS! PEN SPACE _ SCHE 57.88 AC. 12.36 AC. 16.43 AC. 28.4% 2.65 AC. 31.69 AC. 26.19 AC. R-6 78 PARCEL 12 206 LOTS 457,490 S.F. OR 10.50 AC. CLUSTER DB 2997 PG 643 35 FEET FOR THE PAVILIONS AT - RIVANNA MAGISTERIAL DISTRICT REQUIRED ACTIVE AREA: TOTAL AREA 57.88 AC. UNITS 206 DENSITY 3.56 UNITS/AC. PEN SPACE _ SCHE 57.88 AC. 12.36 AC. 16.43 AC. 28.4% 2.65 AC. 31.69 AC. 26.19 AC. R-6 78 PARCEL 12 206 LOTS 457,490 S.F. OR 10.50 AC. CLUSTER DB 2997 PG 643 35 FEET FOR THE PAVILIONS AT - RIVANNA MAGISTERIAL DISTRICT REQUIRED ACTIVE AREA: 200 S.F. / UNIT 41,200 S.F. *ACTIVE AREA PROVIDED 54,193.2 S.F. *ACTIVE OPEN SPACE: A, B, C, D, E PASSIVE OPEN AREA: 661,497.6 S.F. TOTAL: 715,690.8 S.F. AMENITIES INCLUDE: FOUR (4) TOT -LOTS ONE (1) FULL BASKETBALL COURT EACH TOT LOT SHALL INCLUDE THE FOLLOWING AMENITIES: ONE (1) SWING (FOUR (4) SEATS) ONE (1) SLIDE TWO (2) CLIMBERS ONE (1) BUCKABOUT OR WHIRL TWO (2) BENCHES INIMUM TOWNHOUSE UILDING SETBACK REQUIRE FRONT 25' SIDE 10' REAR 20' *NOTE: The side setback reduction to 10' is met by complying with section 4.11.3 PARKING TABULATION REQUIRED: TOTAL INTERIOR PARKING & TRAVELWAYS 131.990 S.F. HOUSES & DRIVEWAYS 221,985 S.F. PUBLIC ROADS 115,434 S.F. TOTAL 469,409 S.F. (19%) PARKING TABULATION REQUIRED: 206 UNITS x 2/UNIT 412 SPACES GUEST PARKING 1 SPACE/4 UNITS 52 SPACES 76-98 TOTAL: 464 SPACES PROVIDED: SURFACE: 184 GARAGES: (90) 2 -CAR GARAGE 180 (51) SINGLE -CAR GARAGE 51 DRIVEWAYS: (FRONT OF SING. GARAGES) 51 TOTAL: 466 ENTS: ALBEMARLE COUNTY, VIRGINIA I r,, 78-E7 VICINITY SKETCH SCALE: 1" = 2000' OWNER 'APPLICANT NORTH PANTOP`S TOWNHOUSES, LLC P.O. IBOX 8147 CHARLOTTESVILLLE, VIRGINIA 22906 161 i 4w;i:� 2 SOUTHERN DEVELOPMENT 170 SOUTH PAN TOPS DRIVE CHARLOTTESVILLE, VIRGINIA 22911 (434) 245-0894 - CONTACT: MR. ARMSTRONG GENERAL NOTES 1. THE PROPERTY SHOWN HEREON IS LOCATED ON ALBEMARLE COUNTY TAX MAP 78, PARCEL 12 , AND IS ZONED R-6. 2. VERTICAL DATUM IS BASED ON NAVD 88. VERTICAL CONTROL BENCHMARKS (MONUMENT #HW0496 AND AN EXISTING MANHOLE) WERE TAKEN FROM A PREVIOUS SURVEY BY ROUDABUSH, GALE & ASSOCIATES MAY 2003. 3. SOURCE OF TOPO: LOUISA AERIAL SURVEYS 4. SOURCE OF BOUNDARY: RIVANNA ENGINEERING AND SURVEYING, PLC. 5. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED. 6. ALL PROPOSED PUBLIC & PRIVATE STREETS TO BE CONSTRUCTED TO VDOT AND/OR ALBEMARLE COUNTY STANDARDS. ALIGNMENT STREETS SUBJECT TO CHANGE DUE TO FINAL ENGINEERING. 7. PROPOSED WATER & SEWER LINES SHALL BE CONSTRUCTED TO VDH & ACSA STANDARDS. 8. ALL UNITS WILL BE SERVED BY GRAVITY SANITARY SEWER. 9. THIS PROPERTY IS NOT LOCATED WITHIN THE 100 -YEAR FLOODPLAIN AS PER FEMA FLOOD INSURANCE RATE MAP (FIRM) FOR ALBEMARLE COUNTY, VA 10. PER ALBERMARLE COUNTY SERVICE AUTHORITY, FIRE FLOW FROM THE NEAREST EXISTING PUBLIC FIRE HYDRANT (APPROXIMATELY 775' FROM THE SITE) IS 2113 GPM +/- AT 20 PSI RESIDUAL. A WATER SYSTEM ANALYSIS WILL BE DONE WITH FINAL ENGINEERING TO ENSURE MINIMUM FIRE FLOW (2000 GPM © 20 PSI) WILL BE MET. 11. STORMWATER MANAGEMENT PREVIOUSLY PROVIDED AS A PART OF THE OVERALL DEVELOPMENT. 12. TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THERE ARE NO KNOWN GRAVEYARDS, CEMETERIES, OR BURIAL SITES ON THE SUBJECT PROPERTY. SHEET INDEX 1. COVER SHEET 2. NOTES, TABULATIONS, AND DETAILS 3. BOUNDARY OVERVIEW 4-6. PRELIMINARY SITE PLAN 7-11. PRELIMINARY GRADING, UTILITY, AND LANDSCAPING PLAN 12-14. PRELIMINARY SUBDIVISION PLAT 76-98 z 78-9 _�:_ , �e, �� � •`y � fir+ AID 0 r � � 78 j5P U 0 •+roti � f� z XX- NJ { P-20 Mr 0 U f 78,DR ; Z J O o 78-E7 VICINITY SKETCH SCALE: 1" = 2000' OWNER 'APPLICANT NORTH PANTOP`S TOWNHOUSES, LLC P.O. IBOX 8147 CHARLOTTESVILLLE, VIRGINIA 22906 161 i 4w;i:� 2 SOUTHERN DEVELOPMENT 170 SOUTH PAN TOPS DRIVE CHARLOTTESVILLE, VIRGINIA 22911 (434) 245-0894 - CONTACT: MR. ARMSTRONG GENERAL NOTES 1. THE PROPERTY SHOWN HEREON IS LOCATED ON ALBEMARLE COUNTY TAX MAP 78, PARCEL 12 , AND IS ZONED R-6. 2. VERTICAL DATUM IS BASED ON NAVD 88. VERTICAL CONTROL BENCHMARKS (MONUMENT #HW0496 AND AN EXISTING MANHOLE) WERE TAKEN FROM A PREVIOUS SURVEY BY ROUDABUSH, GALE & ASSOCIATES MAY 2003. 3. SOURCE OF TOPO: LOUISA AERIAL SURVEYS 4. SOURCE OF BOUNDARY: RIVANNA ENGINEERING AND SURVEYING, PLC. 5. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED. 6. ALL PROPOSED PUBLIC & PRIVATE STREETS TO BE CONSTRUCTED TO VDOT AND/OR ALBEMARLE COUNTY STANDARDS. ALIGNMENT STREETS SUBJECT TO CHANGE DUE TO FINAL ENGINEERING. 7. PROPOSED WATER & SEWER LINES SHALL BE CONSTRUCTED TO VDH & ACSA STANDARDS. 8. ALL UNITS WILL BE SERVED BY GRAVITY SANITARY SEWER. 9. THIS PROPERTY IS NOT LOCATED WITHIN THE 100 -YEAR FLOODPLAIN AS PER FEMA FLOOD INSURANCE RATE MAP (FIRM) FOR ALBEMARLE COUNTY, VA 10. PER ALBERMARLE COUNTY SERVICE AUTHORITY, FIRE FLOW FROM THE NEAREST EXISTING PUBLIC FIRE HYDRANT (APPROXIMATELY 775' FROM THE SITE) IS 2113 GPM +/- AT 20 PSI RESIDUAL. A WATER SYSTEM ANALYSIS WILL BE DONE WITH FINAL ENGINEERING TO ENSURE MINIMUM FIRE FLOW (2000 GPM © 20 PSI) WILL BE MET. 11. STORMWATER MANAGEMENT PREVIOUSLY PROVIDED AS A PART OF THE OVERALL DEVELOPMENT. 12. TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THERE ARE NO KNOWN GRAVEYARDS, CEMETERIES, OR BURIAL SITES ON THE SUBJECT PROPERTY. SHEET INDEX 1. COVER SHEET 2. NOTES, TABULATIONS, AND DETAILS 3. BOUNDARY OVERVIEW 4-6. PRELIMINARY SITE PLAN 7-11. PRELIMINARY GRADING, UTILITY, AND LANDSCAPING PLAN 12-14. PRELIMINARY SUBDIVISION PLAT JOHN S. MATUSIK No. 19998 ENGINEERING GROUPE PROJECT STATUS DATE: 11/12/2006 SCALE: N/A DESIGNER: JS FILE NO. SP -000 DATE I ACTION I SHEET 1 OF 14 z Lu 0 CO U 0 f� z w 0 U Z J O o U : J a 0 0 N w \ Q I� JOHN S. MATUSIK No. 19998 ENGINEERING GROUPE PROJECT STATUS DATE: 11/12/2006 SCALE: N/A DESIGNER: JS FILE NO. SP -000 DATE I ACTION I SHEET 1 OF 14 ALBEMARLE COUNTY 8141CONFIEE.E1111410 AND PUBLIC WORKS POLICES FE19RUARY 1597 MANARLE COUNTY p�w mElt-V0, NERAL CONSTRUCTION NOTES FOR PRIVATE ROADS AND PUBLIC ROADS 20---- 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS E/P DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. GOVERN. ROOT SPACING 11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF THE DIRECTOR OF DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY. THE DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE EXISTING TELEPHONE LINE START OF CONSTRUCTION. 12. A MINIMUM CLEAR ZONE OF EIGHT (8) FEET FROM THE EDGE OF PAVEMENT T--T-PROPOSED TELEPHONE LINE SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT WASHINGTON HAWTHORN (ORNAMENTAL)1 SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION DITCH SECTIONS, AS INDUSTRY (29 CFR PART 1926). SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY 275 SF ADHERED TO. EXCEPTIONS WILL NOT BE ALLOWED. 4, EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN / CRATAEGUS PHAENOPYRUM ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE 14. UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET NAME SIGNS INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. SHALL BE INSTALLED BY THE DEVELOPER AT ALL STREET INTERSECTIONS. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "ALBEMARLE COUNTY STREET NAME 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SIGN REQUIREMENTS". THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE OF SIGNS UNTIL ROADS HAVE BEEN ACCEPTED. SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED 1 1/2" TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT 15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND 16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ENGINEERING, OR THE DIRECTOR=S DESIGNEE, THEY ARE DEEMED NECESSARY IN ACHIEVED. ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR OTHER SANITARY MANHOLE IDENTIFIER70 REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE TRAFFIC CONTROL DEVICES. PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE 2 1/2" COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A B&B BOUNDARY LINE OR A NATURAL WATERCOURSE. -- 8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND 46,508 SF APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF / FRAXINUS PENNSYLVANICA CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT CAL. SHOWN WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, ��'�� IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT EXISTING TREE TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE AMERICAN PLANE TREE (LARGE) INCREASED TO SEVEN (7) FEET. 2 1/2" LANDSCAPE TABLE CALCULATIONS 20---- EXISTING EXISTING EDGE OF PAVEMENT EXISTING UTILITY POLE Ex. E/P PROPOSED EDGE EDGE OF PAVEMENT _w E/P COVERAGE BOTANICAL/COMMON NAMES SYMBOL SIZE QTY. ROOT SPACING REMARKS AT 10 YEARS UNIT TOTAL TRANSITION FROM CG -6 CG -6R CG -6 mgm- EXISTING TELEPHONE LINE - T--T-PROPOSED TELEPHONE LINE DECIDUOUS TREES (COMMON NAME/BOTANICAL NAME) T-1 WASHINGTON HAWTHORN (ORNAMENTAL)1 CA 1/2" 54 B&B SEE PLAN -- 275 SF 14,850 SF PROPOSED STORM SEWER / CRATAEGUS PHAENOPYRUM - CAL. CRITICAL SLOPE PROPOSED SANITARY SANITARY SEWER 0.0 T-2 SOUTHERN CATALPA (ORNAMENTAL) 1 1/2" 74 B&B SEE PLAN - - 308 SF 22,792 SF G--G-PROPOSED GAS LINE / CATALPA BIGNOIDES G CAL. PROPERTY LINE - - - - - - EASEMENT LINE SANITARY MANHOLE IDENTIFIER70 T-3 GREEN ASH (LARGE) - 2 1/2" 77 B&B SEE PLAN -- 604 SF 46,508 SF PROPOSED SPOT ELEVATION / FRAXINUS PENNSYLVANICA + 12 CAL. ��'�� EXISTING TREE T-4 AMERICAN PLANE TREE (LARGE) 2 1/2" 104 B&B SEE PLAN -- 1253 SF 130,312 SF ===> / PLATANUS OCCIDENTALIS z CAL. T -LLS GOLDEN WEEPING WILLOW (LARGE) 2 1/2„ 28 B&B SEE PLAN -- 907 SF 25,396 SF o / SALIX ALBA � CAL. TOTAL 347 TOTAL 239,858 SF CONIFEROUS TREES (COMMON NAME/BOTANICAL NAME) T-6 EASTERN RED CEDAR (SCREENING) 4'-5' / JUNIPERUS VIRGINIANA CAL. 23 B&B SEE PLAN -- 16 SF 368 SF TOTAL 23 TOTAL 368 SF 20.0' f7CAo FRONT REAR ALBEMARLE LX)LUN E'NG EERM C04EFLAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 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, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED, THE MAXIMUM ALL0IWABLE SLOPE IS 2:1 (HORIZONTAL. -VERTICAL). WHERE REASONABLY OBTAIINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABIILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). TOTAL CANOPY REQUIRED: 0.20 x 31.69 ACRES = 6.34 ACRES NEW CANOPY PROVIDED: 239,858 SF/ 43,560 = 5.51 ACRES CANOPY PRESERVED: 1.30 ACRES Q 125% = 1.62 ACRES CANOPY TOTAL: 7.13 ACRES PARKING LOT LANDSCAPING REQUIRED: 184 SURFACE PARKING SPACES/ 10 = 19 TREES REQUIIRED PARKING LOT AREA: 131,990 SF 131,990 SF x .05 SF = 6,599 / (50 SF/ TREE) = 132 TREES PARKING LOT LANDSCAPING PROVIDED = 145 TREES FRONT REAR I rnr-n inti EXISTING INTERMEDIATE CONTOUR 32 EXISTING INDEX CONTOUR 320 PROPOSED CONTOUR -20---- 20---- EXISTING EXISTING EDGE OF PAVEMENT EXISTING UTILITY POLE Ex. E/P PROPOSED EDGE EDGE OF PAVEMENT _w E/P STI PROPOSED WATERLINE W/ TEE -W EXISTING CURB AND GUTTER = = EX_C&G_ PROPOSED CURB AND GUTTER CG -6 PROPOSED WATER VALVE TRANSITION FROM CG -6 CG -6R CG -6 mgm- EXISTING TELEPHONE LINE - T--T-PROPOSED TELEPHONE LINE STOP SIGN (RI -1) T HANDICAP RAMP (CG -12) Ex, 15" RCP EXISTING STORM SEWER �-15" STANDARD AMP CONSTRUCTION RCP PROPOSED STORM SEWER INDICATES THE NUMBER OF TYPICAL PARKING SPACES - EXISTING SANITARY SEWER --fir- CRITICAL SLOPE PROPOSED SANITARY SANITARY SEWER 0.0 EXISTING ELECTRIC SERVICE -E--E- PROPOSED ELECTRIC SERVICE 1234 VPD E cn EXISTING GAS LINE EXISTING STREET LIGHT - G--G-PROPOSED GAS LINE G I� PROPERTY LINE - - - - - - EASEMENT LINE SANITARY MANHOLE IDENTIFIER70 -- CEN7ERLINE - - - LIMITS OF CLEARING AND/OR GRADING EXISTING SPOT ELEVATION 12.0 PROPOSED SPOT ELEVATION + 12 EXISTING TREE DRIP LINE ��'�� EXISTING TREE � + � 15' OAK OAK PROPOSED TREE 100 -YR FLOOD OVERLAND RELIEF ===> SLOPE AREAS OF 25% OR GREATER z E :1 WATER METER EASEMENT DIMENSIONS N TS FRONT ACCE ESM T. FLOW LINE - --- FENCE LINE X EXISTING UTILITY POLE _- PROPOSED UTILITY POLE _w EXISTING WATERLINE W/ TEE -W STI PROPOSED WATERLINE W/ TEE -W I�- EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING WATER VALVE - PROPOSED WATER VALVE PROPOSED WATER METER G EXISTING REDUCER PROPOSED REDUCER STOP SIGN (RI -1) T HANDICAP RAMP (CG -12) DENOTES LO ATION OF STD. VDOT CG -12 AN, JURISDICTIONAL STANDARD AMP CONSTRUCTION PARKING INDICATOR 12 INDICATES THE NUMBER OF TYPICAL PARKING SPACES TEST PIT LOCATION CRITICAL SLOPE SLOPES TO BE SEEDED, MULCHED &TACKED PURSUANT TO SECTION 1100.00 PRINCE WILLIAM COUNTY DESIGN & CONSTRUCTION STANDARDS MANUAL VEHICLES PER DAY COUNT 1234 VPD PROPOSED BUILDING ENTRANCE cn o EXISTING STREET LIGHT PROPOSED STREET LIGHT I� PROPOSED STREET NAME SIGN PROPOSED SANITARY LATERAL CLEANOUT - t SANITARY MANHOLE IDENTIFIER70 STORM DRAIN STRUCTURE IDENTIFIER 18 ' I III__ SPACE SINGLE GARAGE TH UNITS nin A=Kl0IP Kl0 m REAR FRONT ENGINEERING GROUPE PROJECT STATUS DATE: SCALE: DESIGNER: DRAFTSMA FILE NO. DATE I ACTION SHEET 01/12/06 N/A SP -000 2 OF 14 F - z w cn o O z w D � o z LL, __j z Q� o Q v W m J Q 0 O Li N � o ENGINEERING GROUPE PROJECT STATUS DATE: SCALE: DESIGNER: DRAFTSMA FILE NO. DATE I ACTION SHEET 01/12/06 N/A SP -000 2 OF 14 .; S76"52'08"W 235.19' S69T S83'24'38"W 334.05' 7 SQ 34' GRAPHIC SCALE 100 0 50 100 200 40D { IN FEET ) 1 inch = 100 ft. TM 78 -Par. 11 Hurt Investment Co. DB 1964-184 DB 1965-37 Use: Hotel Zoned: HC -EC 'Nrp'� , 126 3 , N88'40'14"E N79 67 u'0 o_ N23'40'30"W ��Ory'"� 6 132.46' >�, _ \ f 37.35' N°&t,� I 1 � 60 Ifo � \ �• � s�_ ^ a OPEN SPACE J�� 9.26 AC. lb - 726.35' o `� j 'h • o S80 22'E p 56" ° �h� \ ++ ., C� s o ®�i1 6 2 C` >kg RESIDUE OF 3 PARCEL 12 0 ,/ OPEN 4.41 AC.SPACE 0.87 AC \OPEN SPACE `��sl s , \ r ii >• �'� fib', cn ` ►° c> `%Q .32 AC. / Ilu Itij Iv 1Li '1► �� , ��. �� \ 1 N IN143 Ip101,Iro C o ® ." 1 �` *O w 919' 823� 1 '��' OPEN \� ' PACE \\ 'P' / �� _ •P X13 1 1 I rJ + 5 PAC E \ / D c+Vhr r 'i '' � O B ' ® 0.48 AC. < U e_� 2� 11 `�1� a, 0.20 AC. �J1 w TM 78 Montessori Co': DB 211 DB29 DB 22 Zonl LO Lill O 2 o O S o O \O�> S �`b so ; PAC � .' 8 2• � 1 es �-----"`" � J 1119.�, U. AC.\ 1� �� 11 ��� <c IM StJD 1 OPEN �c�,, 137 �1 ��'mIOD+�Io+ I S� O SPACE p� �, ,,y0,� _ r �` + +� �„ +ao' �, TM 78A 001 Li rao+ 1 0.66 AC. '� �"�,' 13 OPEN 1WIOAI�+ �'" ?. 6 �. Ashcro t Q oo �� 1 to IW + ' E 3 ,� �„'h +� ��135 SPACE 1 �i0 �y'' N7 5 3�eror> Drive W � ��O• DB 693-780 � o 1 + abLic' R� >- Use: Residentail E ' h SPPENACE 0.13 AC . ¢1' ,3$„ 32?.&5 ` �F j Zoned: PRD V ,h j� 0.08 ACS. 134 5tr. 12A 78 50 \ s® mnity School '43 -364 `45/ \ S78'50'38"E 80.75' -343co 63 -23.61, 62 61 1°j , �`e�1►, 1 6Q- RESIDUE OF, OPEN PARCEL 12 ' SPAC 59_ 21.78 AC. 1 A 58 IV I I1A L=1 4.97' Rolkin Road % `^ ,'OPEN SA s ,,r E -i Public �o SPACE S3 / �'/W s'� q .` J 17 5.99 9s� �,. S / - 39 0.1 ? J � S79'57 05 W / / 6a0 6a \ rJ 30 566 h 4 SJ • � , / 2,3' '� a 13 1141,19,16 Gtih��) tiJ 242 L= .28.03' 99>3 TM 78 Par.12B 2 , 0 6 2:41 L= .31,42'Ofl' 3-D Pantops, LLC `�6,`0�� 240 L=111.40'i 110. DB 2801-57 G F S16'38'01"E 6.01' 4< 1.752 Acres o S3P 2 16.99' �� P �`O5a1'04'S3'w W �6✓Q en n� L=285 57 ' r;°'' �� ©' -�----f J)31 -241w L 6.0n •`v f C66 L=`51.38' �,'� LOT B� ti c'', ,� o` o ,y TM 78-Par.55A6 3,204 SF °� p �o �\ o o 0 1 �w 6�. _ ,,� .° � �, ,,�, �,. h,� �,.� 2,�• Westminister Canterbury hh p �� s Q� +v o ^7` oo 6 "� Of The Blue Ridge To��9• 1�� o� pad' o� �`�� ���a�� `" �° Use: Residential f¢i>>SQ,, LOT A �^� SS • syr ���°¢ �� �s�s •/� SSS]. �` Zoned: PRD oO00, } 17,933 SF d o, �jS2��� ���C67 L=53.76 /J3 02 ps,, / DB 1594-87 f � �>. `� F s6gp, e ,76>°c^�� TM 78-Par.55D 1 TM 78-Par.55D2 1; ��,��' Nigel Bray ���`�� ,�9 �� o ��' Central Telephone Company of �19 DB 1515-677 �o� �� Virginia, Inc. 9 Use: Vacant�, Use: Communication Facility Zoned: C-1 � I „ `� Zoned: R-6 DB 1528-718 tK Jj, 1&y 5t"' g� I , TM 78-Par.55A Westminster Canterbury •�6 F •�`' Of The Blue Ridge TM 78-Par.55A,<`2 DB 1502-503 �o s Corven &Kathy Flynn Use: Residentail o�� DB 1791-274 Zoned: PRD Use: Restaurant 51'�. Zoned: HC -EC Oso-, !y Curve Radius 43.19 , 277 5� �� 9 F TM 78E -Phase 2B Degree Chord ,n. Olypia Drive C4 C761 ` 40 SN76*52'08"E Fontana40 DB 1809-473 34°18'35' 15°05'52' Public P 6 C8 C75L- 57.70 304.74 p• S89'13'21"E UTse: Residentual� S8204' 00 N 11.00' 22.00' 3°19'16' 15905'52' F 83'2T29"E p N 126.44' 105.48' 08 E- " 106.61' 5744 Zoned: R4 3'19" 13-21'1 - J N83'24'38"E 219.41' ,- 1+ fi Q 31,82' 10 2• 99 Sip tis > c f JLn S 16°21'14' N23'40'30"W C7 62.50' 13.92' , (rJ 25006'42' 91°40'24' J 54.49', S79 4]'04„ .p6, 30 sJ - A TM 78 -Par. 11 Hurt Investment Co. DB 1964-184 DB 1965-37 Use: Hotel Zoned: HC -EC 'Nrp'� , 126 3 , N88'40'14"E N79 67 u'0 o_ N23'40'30"W ��Ory'"� 6 132.46' >�, _ \ f 37.35' N°&t,� I 1 � 60 Ifo � \ �• � s�_ ^ a OPEN SPACE J�� 9.26 AC. lb - 726.35' o `� j 'h • o S80 22'E p 56" ° �h� \ ++ ., C� s o ®�i1 6 2 C` >kg RESIDUE OF 3 PARCEL 12 0 ,/ OPEN 4.41 AC.SPACE 0.87 AC \OPEN SPACE `��sl s , \ r ii >• �'� fib', cn ` ►° c> `%Q .32 AC. / Ilu Itij Iv 1Li '1► �� , ��. �� \ 1 N IN143 Ip101,Iro C o ® ." 1 �` *O w 919' 823� 1 '��' OPEN \� ' PACE \\ 'P' / �� _ •P X13 1 1 I rJ + 5 PAC E \ / D c+Vhr r 'i '' � O B ' ® 0.48 AC. < U e_� 2� 11 `�1� a, 0.20 AC. �J1 w TM 78 Montessori Co': DB 211 DB29 DB 22 Zonl LO Lill O 2 o O S o O \O�> S �`b so ; PAC � .' 8 2• � 1 es �-----"`" � J 1119.�, U. AC.\ 1� �� 11 ��� <c IM StJD 1 OPEN �c�,, 137 �1 ��'mIOD+�Io+ I S� O SPACE p� �, ,,y0,� _ r �` + +� �„ +ao' �, TM 78A 001 Li rao+ 1 0.66 AC. '� �"�,' 13 OPEN 1WIOAI�+ �'" ?. 6 �. Ashcro t Q oo �� 1 to IW + ' E 3 ,� �„'h +� ��135 SPACE 1 �i0 �y'' N7 5 3�eror> Drive W � ��O• DB 693-780 � o 1 + abLic' R� >- Use: Residentail E ' h SPPENACE 0.13 AC . ¢1' ,3$„ 32?.&5 ` �F j Zoned: PRD V ,h j� 0.08 ACS. 134 5tr. 12A 78 50 \ s® mnity School '43 -364 `45/ \ S78'50'38"E 80.75' -343co 63 -23.61, 62 61 1°j , �`e�1►, 1 6Q- RESIDUE OF, OPEN PARCEL 12 ' SPAC 59_ 21.78 AC. 1 A 58 IV I I1A L=1 4.97' Rolkin Road % `^ ,'OPEN SA s ,,r E -i Public �o SPACE S3 / �'/W s'� q .` J 17 5.99 9s� �,. S / - 39 0.1 ? J � S79'57 05 W / / 6a0 6a \ rJ 30 566 h 4 SJ • � , / 2,3' '� a 13 1141,19,16 Gtih��) tiJ 242 L= .28.03' 99>3 TM 78 Par.12B 2 , 0 6 2:41 L= .31,42'Ofl' 3-D Pantops, LLC `�6,`0�� 240 L=111.40'i 110. DB 2801-57 G F S16'38'01"E 6.01' 4< 1.752 Acres o S3P 2 16.99' �� P �`O5a1'04'S3'w W �6✓Q en n� L=285 57 ' r;°'' �� ©' -�----f J)31 -241w L 6.0n •`v f C66 L=`51.38' �,'� LOT B� ti c'', ,� o` o ,y TM 78-Par.55A6 3,204 SF °� p �o �\ o o 0 1 �w 6�. _ ,,� .° � �, ,,�, �,. h,� �,.� 2,�• Westminister Canterbury hh p �� s Q� +v o ^7` oo 6 "� Of The Blue Ridge To��9• 1�� o� pad' o� �`�� ���a�� `" �° Use: Residential f¢i>>SQ,, LOT A �^� SS • syr ���°¢ �� �s�s •/� SSS]. �` Zoned: PRD oO00, } 17,933 SF d o, �jS2��� ���C67 L=53.76 /J3 02 ps,, / DB 1594-87 f � �>. `� F s6gp, e ,76>°c^�� TM 78-Par.55D 1 TM 78-Par.55D2 1; ��,��' Nigel Bray ���`�� ,�9 �� o ��' Central Telephone Company of �19 DB 1515-677 �o� �� Virginia, Inc. 9 Use: Vacant�, Use: Communication Facility Zoned: C-1 � I „ `� Zoned: R-6 DB 1528-718 tK Jj, 1&y 5t"' g� I , TM 78-Par.55A Westminster Canterbury •�6 F •�`' Of The Blue Ridge TM 78-Par.55A,<`2 DB 1502-503 �o s Corven &Kathy Flynn Use: Residentail o�� DB 1791-274 Zoned: PRD Use: Restaurant 51'�. Zoned: HC -EC Oso-, !y Curve Radius Tangent Length Delta Degree Chord Chord Bear C4 379.50' 117.15' 227.25' 34°18'35' 15°05'52' 2233,87' S 32010'02' E C5 379,50' 11.00' 22.00' 3°19'16' 15905'52' 22..00` S 13-21'1 W C6 32.50' 17.31' 31,82' 56°05'23' 176017`41' 30,56' S 16°21'14' W C7 62.50' 13.92' 2739' 25006'42' 91°40'24' 27,117' " C8 22.50' 12.87' 23.39` 59033'25' 254°38'52' 22,35' S 49°03'55' W C9 22,50' 12.87' 23.39' 59033'25' 254°38`52' 2235' S 71°22'40' E C10 62,50' 14.53' 28,56' 26°10'53' 91°40'24' 28,:31' S 54°41'24' E C11 32.50' 17.31' 31.82' 56°05'22' 176°17`41' 30.56' S 39°44'09' E C13 279,50' 140.94' 261.08' 53°31'08' 20°29'58' 251.(69' S 15°04'06' W C14 32.50' 20.63' 36.77' 64°49'17' 176°17'41' 34.484' S 74°14'19' W C15 62.50' 8.26' 12 4.7 4' " 91°40'24" 16,3 7' N 80°52'35' W C16 32,50' 16.66' 30.79' 54017'01' 176°17'41' 29.65' N 61°15'37' W C17 32.50' 18.48' 33.61' 59°15'14' 176°17'41' 3213' S 04°29'29' E C18 62.50' 8.50' 16.89' 15°29'12' 91°40'24' 16.834' S 17°23'31' W C19 32.50' 20.94' 37.21' 65°35'33' 176°17'41' 35,21' S 42°26'42' W C20 272,50' 100.94' 193,33' 40°39'02' 21°01'34' 189,',31' N 84°26'00' W C21 272,50' 40.39' 80.19' 16°51'38' 21°01'34' 7950' N 55°40'40' W C22 210.00' 39,45' 78.00' 21°16'50' 27°17'01' 77.55' N 57053'16' W C23 45.00' 34.41' 58.76' 74°48°48' 127°19'26' 54.667' N 31°07'17' W C24 72.50' 50,30' 87.95' 69°30'29' 79°01'43' 82,666' N 28°28'07' W C25 210.00' 105.15' 194,97' 53°11'40' 27°17'01' 188,104' S 841152'29' W C26 210.00' 19.65' 39.18' 10041'23' 27°17'01' 39,112' S 52055'57' W C27 35.00' 31.90' 51.74' 84°41'55' 163°42'08' 4716` S 89°56'13" W C28 35.00' 39.64' 59.33` 97007'09' 163°42'08' 52,48' N 00°58'20' W 229 131,50' 61,10' 114,39' 49°50'22' 43°34'15' 110.81' N 72°30'26' E C30 175,00' 49.05' 95.65' 31019'02' 32044`26' 94.47' S 66°54'51' E C31 327.50' 18.15' 36.26' 6°20'37' 17°2942' 36.24' S 54°25'39' E C32 327.50' 153.52` 1 287.12' 5013'54' 17029'42' 27801' S 82042`54' E C33 32,50' 14.36' 27.04' 47°39'44' 176°17'41' 26.26' S 82°48'09' E C34 62,50' 15.46' 30.32' 27°47'29' 91°40'24' 30.02' S 72°52'01' E C35 32.50' 17.05' 31.40' 55°21'35' 176°17'41' 30.19' S 59004'58' E C36 100,00' 37.22' 71.25' 40949'34' 57017'45' 69.76' S 59032'18' W Curve Radius Tangent Length Delta Degree Chord Chord Bear, C40 32.50' 17.05' 31.40' 55°21'35' 17617'41' 30,19' N 03°43'23' W 241 62,50' 16.05' 31,42' 28°48'23' 91°40'24' 31,09' S 09033'13' W C42 32,50' 14,95' 28.03' 49°2454' 176917'41' 27,17' S 19°51'29' W 320,50' 314.69' ' 17°52'37' 302.20' ' C44 319.50' 71.24' 140,18' 25°08'20' 17°55'59' 139.06' IN 15°37'34' E C45 319.50' 41.35' 82.24' 14°44'52' 17°55'59' 82.01' N 04°19'02' W C46 32,50' 17,31' 31,82' 56°05'22' 176°17'41' 30,56' N 16°21'14' E C47 62,50' 11.95' 23,61' 21°38'40' 91°40'24' 23.47' N 33034'35' E C48 32.50' 17,31' 31.82' 56°05'23' 176°17'41' 30.56' N 50°47'56' E C49 320.50' 183,90' ' 59°41`34' 17052'37' 319,01, N 48°59'51' E C50 1 279.50' 63,42` 12 4.7 4' 25°3413' 20°29'58' 123,701 N 31°56'11' E C51 320.50' 37,38' 74,42' 13°18'12' 17°52'37' 74.24' N 38°01'55' E C52 279.50' 39.43' 78,35' 16°03'39' 20029'58' 78.09' S 36°41'28' W C53 320.50' 72.73' 143.04' 25°34'13' 17°52'37' 141,85' S 31°56'11' W C54 279.50' 160.37` 291.19' 59°41'34' 20°29'58' 278.20' S 48°59'51' W C55 32.50' 17.31' 31.82' 56°05'23' 176°17'41' 30,56' N 73°06'41' W C56 62.50' 12.55' 24,78' 22°42'51' 91°40'24' 24.62' N 56025'25' W C57 32,50' 17.31' ' 176°17'41' 30.56' N 39°44'09' W C58 420.50' 129.80` 251,80' 34°18'35' 13037'32' 248.06' N 32°10'02' W C65 798.01' 94,55' 188.23' 13°30'53' 7°10'48' 187.79' S 76°38'31' W C66 135.09` 26,00' 51,38' 21°47'26' 42°24'51' 51.07' S 20°30'27' E C67 300.00' 26.95' 53.76' 10°16'00' 19°05'55' 53.68' S 14°44'44' E C68 35,00' 32,63' 52.53' 163°42'08' 47,74' S 53035'38' E C69 430,50' 95,68' 188.30' 25°03'40' 13°18'33' 186.80' S 23007'43' E C70 430.50' ' 336.03' 1 44943'23' 13°18'33' 327,57' S 58601'15' E C71 469,50' 130.47' 254.52' 31°03'37' 12°12'13' 251.41' S 64°51'08' E 510.50' 141,86' 276.74' 31°03'37' 11°13'24' 273,37' N 64°51'08' W C73 38950' 153,70' 292,79` 43°04'10' 14°42'36' 285.94' N 58050'51' W C74 378.52' 38.65' 77.03' 11°39'38' IW 7630, N 17°50'40' W C75 ' 37.83' 57,70' 94926'57' 163042'08' 51.38' N 35°12'37' E C76 420.00' 20.31' 40,58' 5032'11' 13°38'31' 40.57' N 79040'00' E C77 380.00' 21.62' 43.19` 6°30'43' 43.16' S 80°09'16' W C78 420.50' 12.19' 24.37` 3°19'16' 13°37'32' 24,37' N 13°21'06` W �S�,s SHEET 3 OF 14 OPEN SPACE 0.66 AC. MATCHLINE SHEET 6 �eNZ U6 ham\ J C9 F\ \, ..a° e / / 0 dU! ► co .' �1J � 4.2 OPEN y3� � F �/ i �'S. �.. c� ��6, �C� — SPACE �Q 0.13 Ac lypo 6 a- Q NN �r9`S OPEN U) / / \ 4 0 PACAC. 0 � Z e Kolo ev 7.70 3'R 1 r\ 2 ,pp pS� CG -12 10NN . �(�;p / �0- � 15'R CG -12 � d•. U� S4) �� `a Up 898 �y� 1 O 219.91 a ° a MIS • d d Q 4 _ a4 4' as a . 1 !. 2o �Z00 +� N 9� J �s, da. 4 15'R 15'R' USS' • d, a app �(99 L> V CC 12 ! . s a • 1°d 20't/ d- it NN AtD 90 IN rE ' �� 20 3'R / � ` hI, Rq L((',5 ) tJ R� JVol o J 'LT �.e ►2172 Vc , 1 a 190 ¢ .6 0 r 260 00 �p7' e \ e P. s / c`l/�' 19 �� ! o / OPEN/! SPACE 99 R •° t - z w 0 _o cn Li D m o U LLJZ m o <t v Li m co 0 0 W N � Q r� � m 2p®c�7 6� r r . Ret41,,'n9 WQl1, UQx Neigh, s � 2p / 3R p ' D2 / �, � rlNr 000 O� v ��% 3 R 4 Opp / �o, 7• D r 9 V� J Road — Phase II Refer o d Approved P ad ` Q 'q. OPEN � SPACE a: mss• ° '� 6 F— Z W U) O z O LLJ o ca � z LLJ O w m cfl O O N W � r� C) f t 15'R ..�. 4 CG -1 2 `\ - a. 1 1 P ® \ -A f L r 15, ftCG-12 ' 2Q' B 4O'R , 206 0 \ , �-1 m 1 3 11( 4803.3 �, g 751 3342.1 a.. a. 3'R 3,R � 3o L A V 218 "1 EA sE n r 3 g ' Or lop l\ljd , . , aR cry cb `�' 15'R � / \ ��o �f / OPEN PAC G' 'p 1 24.3 18,4 , �x * . �Q ��' /'-'' 0.410*1 8 AC. c>, q ,1 � 24 3 i2 ' I \ 'h OPEN ° t' 4 19 �(J / / fig• . s. r 5 63 243 t °j`� SPACE , 0 2379. , _ (C��� \P,Ir 5 ,�' -,. 9 19 2304. R GE Y .20 AC. \ / � C� 'cn ' ; . ��,,, , � 227 • G A , ��e ,• � � �' ° t 4812.0 2 y + �%�CHE. t ' 220Q SF r .°'-` �� // FenG Y D _�.ot 1s R �� Nt / + Tot 1120 � A + � CG- 12 S 5 iq, f �--^^�t Q \ a°4 `` / ./' . �, _ ° • - a' �V �. 20 { { X�,x W (Y:- + .+. °�12 � � , ,. \ 1� � + gR� q.... f`��'� ® 15'R a t 0' I-y-� � '�%"�y ` �4y � .i�� LJ +°' 1 � ` - e' �+. .. STT ' e • d' \S�d�� .' \ Q .' 25RYE C5 01 \ "\ '. y/ 1 �• .s d. ` {' �+ ALO, j�L G - ----� ° / *. y' 'tib + W � -- - - - 11 6 6 68 , R a a (� - o . yyA . , :. ° q . _ + o, aJ _ - - ,`�— 6 11686.6'Y t ,/ IS aid' t t AG _ �� ggg-JlhlCp } e_ ... ® q n �, f c ij\i�E- ---- - --- U-) ....- , Z {} \ t + �I _ -t {� 1 � \ 1 0 - _ A�. +168 t , s'--- 17 SPACE \, ' m - �/86 60,16a6 6�}1 l ; d: — 0.13 AC. ' --- 1 $QQ16 � t 686 6 ,16 \ -17-19 U > , 4�, • ° �`�2o0-OLo F 2619+16 t i o 5 SRL t ► A Ic OPEN _ i r.. ° " SPACE ° .�1 i� / ° 0.08 AC. 4l\ �� l�� �C 4 'Y`f a •"a d d d CG -12 Q' SRL *` q. 15'R CG -12 15')? 15'R _d 1 q 15'R 15'R CG -12 ° 4 4 CG -12 d a' . 1 I a d 1 r q�G 3'RC 41- ' }l a' 4 1 °a �$ e a I 411 49 1 + r Q .6014-260.00 042600 1 0'. d..' z '.q.• MATCHL NE S EET 4 RESIDUE OF PARCEL 12 4.41 AC. GRAPHIC SCALE 30 0 15 30 60 120 ( IN FEET ) 1 inch = 30 ft. W a 0 JOHN S. MATUSIK No. 19998 SHEET 6 OF 14 �i a � W W JOHN S. MATUSIK No. 19998 SHEET 6 OF 14 I.. DATE: �r SCALE: r� DESIGNER: i DRAFTSMAN,: AR FILE NO. r Y Mi , tT F, !" r z n r� c� t J L C� I.. DATE: Ott /12/06 SCALE: 1 "=30= DESIGNER: JS DRAFTSMAN,: AR FILE NO. SP -000 z w L (n O z U O Z W O U Z W J D O Q Z W ED J Q C,fl O O LLJ N \ Q � D I.. DATE: Ott /12/06 SCALE: 1 "=30= DESIGNER: JS DRAFTSMAN,: AR FILE NO. SP -000 SHEET 7 OF 14 cn z w o z CJ O f- > Z W O Z W J � 0 Q U W m J Q O O N W to V) z w '2 V) O z U O Z W D O U Z W J � Q W m J Q Cfl O O W N Q re) d V) z w V) O z U 0 V) Z O U W Z (If O U m w m Q 0 O N w Q MATCHLINE SHEET 13 OPEN SPACE 0.66 AC. 2p • v Q� f+� ; e 10, p W N 3 -�T / o 1 -- '-- cn ��`O/ ��` �20 °0 • �/ ' 0�3g 0 ` C'1 tr 1`'s o S 7 6 56''8'' cQ w 08 7 793 0 % ��' J ° ti S� ,,pQ , 0 � � �' -'''' ; � 0 --- w � N F ?:00;3SS , ^ ?O0 g°? ° i moi' , tf1 N M 114.f6 cA •°oi 7lit 7`99 43 ! � ot*f °� \ S s ?y/y ?p r 3� N 7fj 5608�' p ('1 ^ ? ^ 2y Aj. ? / a - A=31.82 ? 9S r p`' ! F X00 njh / OPEN LIl �Cr R=32.50' 8 77 / ,yib O ? O• SPACE `lt m • ^°� / �0 796 1� 0.08 AC. o 3'48'1 w As� ,ti`'/ °"��,.3l7°, 00' A=27.39' 3 AO / ,,5�� i ? �1 �� 1 A=30.56' R=62.50' / 2j, S9. '78 6 ^� ^ X00, COr R=63.61,1 ? = 3.3 ' A 2 9 Aj 2700 ?00 96 ^� ! oi^ o0p. �11f R=22.50' ori pSSf O 83�! ,y4i! ,�� O'. / `. �` A=22.00' S g0.09'S3" W o ! 270 ?0 '78 � � ' ?A \R=12.00' 15.49' W 00�/ 00 983 ``''' � D°' i e 77 7 ��. S1 592 A=34.60 ' 700 0 ?000, 7c49 y� r y> ' o� 38. R=165.00 / •�,y4� x270 3'76) 324 R=195 00' h 0x'270' C:) in a 2p• 04 _ - S' 00 ` op. 983 �� f / ?0.03; 20 A=12.97 N 7 50' E R=12.00 ?6• "� „� ! ^° X27 , . �i7 °j! / 25' 16.20' 9.92 A=23.39 00 �O0-0 . S �9 0 ! / cn // A=26.65' R=22.50' A=28.56 O.f / �� tR=17.37' R=62.50 oj03,� i o �01 •'`� Q ' 6`S0 ,' A=31 10 -10 INII R=32 911� 4v 77' �J ,^�' °h / `9g 20�` '�/ N til l e P `� Ln MATCHLINE SHEET 14 OPEN SPACE 0.13 AC .?p p / 2707 `�QS7 �j l N h e i 5' 46° 83.04'- '` �2 R� / > /' 0p. 7 /gyp 5 89 5 �.-""_ �^ �' 6? NI / C .,�� "'� / 270 , ?p ! 21,2 9 ss �/ c� w, `` X00 /, "� ^ / 707 2.9 / �jop. / 3l� 1 0 j�+i �' o „� ,va3.96' ,� y> , �� �6 ?p O• �' r `� ' 27 7� �1� i 490-6014260.00v� 3 ' o S BO_5_5' 46 078ory 703 op, �` �w ! ^° ! 07 ass ' Q�oo°" 2�'�' / 9 / �, 2� ^h / r 3s 8 ?�Op. aA40X�. i h �� ' ^°h 70�) / 2� 0 C� 84.87' ��2 `' �"i� '"�� 0`1' 82�/ 20 SO ��� �; �� r ; �! 53\9* 8277' >>' �; ' o tt S a°'85'4-„" 16' ^ �, %' o� 208 °p' p 3S , ,^`�' , X { r ^Ory 2�2 a ?� 023 ��� Og. �/ / r ; �O / /\� O• F 1�I \ / '^� S BO 55 46 85.62' r a9 2°S 3S Q- C - °0p, ' ,�`b / ham/°o i w o ,SS" y� O �' 9j, �A ! p� °h� �7' `S� �� N CO ! ' ,^ `' 96' >• n? �N 85� A=80.28' . 3 / / J • 0 S R=72.50' r / 508. Vii! ry 072 ` -?0 , 0p f / ,�� s0 / �0 �,s OPEN J ?p / A / Ir OPEN SPACE 598, �Q�y Op. /' 0`1. i X28. 0.11 AC. o vWw ^ / ' 6 C 1 / O� .� 39s ip \ ?O °O• / �h �S 20 i �/ Ooh' 2� i 000, F rn ! \ 20 �°�, ^Ory' �p e 2'p� �� \� r �'� ,� 0 ? a7 A=1 0, / ^� LIZ 0 . �� ti� f �� v'�38.00'1 cn 2p 4i ,� 0S e p0, 6 f b�/ F, �� V `00. h°ry O 20"IN �`1' O� �t r N b U O r-+ A=261.08' R=279.50' �! oQ�P�P ��• 9� ^°ry' fSi2O O ?O ` •S�, f ' �i i ,��o O Ur gQ0'� , X70. 3 ! "� ! ^ 3 O0, ��' °�' A,$1.04' c�, ! S O "� '� R=118.00' o S `9 15 vo ! V "� R=235.00' vh A=33.88 �`0 p) 6C�i� 2 S A A6'' 98 wvj / r ^O�'' 2�,/ r 3 V�1 °O 88 6, •40' Iy ' `' ^°�/ ' R,°' `�9 A=106.03 �2� ry � 0(:9 ` ?2sF ��� ?DO ",! j ^ R=265.00'V15. A=28.61' �? r �`O� ' °a �/ ' =45.00' h �' 37)" 5�6.`S0 �C?^�! �i 0 y�o % 3 �1 O°' ' °O \ �ry ry r S co' f3 ' 6 ^ • A=26.53 e .^9 Rolki 2 � �' °' + 2 R=50.00' in o ' /►`� `4C�1 `` 2 ' ,'y��/ r'cS. 66'• oo C4 1' A=37.14' \ ry Variableidtt� ° . � 0 R=70.00' :90 O o' °� OPEN �, Q '��' y �0 h , ^ Public r�T ?O i h1 �� X110 ! h� SPACE 4- $� \^ �!'l A=78.00 . •( ? A 9008, R=210.00 7' `� 0.11 Ami* �' •,��� e ti��9 \6;7• �\ o S p � / 798Q op. ` �'�'�> ,/" 5� 9 `•x.59 �� , � o. 00, 4� A=19.53\x. 9 6?. R=12.00' v S,R3s9 , o/" �^ i 79 6 ? . R=M.00' ��� -`� A=16.47 R=12.00' � h � 2 h O Ate/ 7 44 e}9 p, D, �6 u'. o II RS1 a 'oi' /" ^ ! T'9� 87 15' 10 , '�+O o� f ' `S�� ,iB9, A=99.98' , N ,3� `* `'gyp �� ry�� � 1V j� >S 3 •h / r �� % %0 e R=110.00 47' 1� r� �'�, A=32.50' 30.79 , I ao 7S 7S , ss, ,5h / ° Oqy 32 6.77' 20.04' a 17 �> �� 32.50 , V) 13 14 15 6061.0 ¢ a. s A=36.77, U R=32.50 > 3496.4¢ 1792.7 81821.6 ¢ �• A=16.42' ? �v N z R=62.50' _ 40aC,� � 00 ! �� O °'' 0.1 0 0 � A=33.61' h" ' ,� i W N 1 N o R=32.50' ti 20 'S 0 0 5� ' oo p ? ► oo N A=16.89' Z (0 cn R=62.50' I o N GRAPHIC SCALE A=273.52' R=27:.50' PHARMACY CKERD A=37.21 ' R=32.50' N 179 ,AP co W Iwo'. 31,07' 30 0 15 30 60 120 ( n1 FEET ) Iinch =30 N.. V l Z W cn O o z w m ry- o U � Z LTJ 0 d w m J Q cD 0 o LLI CN ro RolkirI Road -Phase II Refer to Approved Flans a;o0, 0 0 �a s' ©O1 �C 00, °o cn z w GO o z U o Ln z w D o U z LL, cl� a w m 4 CD C) w \ Q nO A=1 15.07' R=75.00' I q.0 00 ss p_ ___.r------- -- __ s 87.16'24" E _ 1 N 84'57'55" E 174..91' 63.88' 131.68' �20.00' 20.0)0' 2o.oa' r2a.00' 31.03`� I e° A=14.29' A=24.62' t I R=12.00' R=37.00' I I I � Z Iz IZ N! 4' A=24.77' Z ! �' t o j I Z O U; CF R=105.00'> se"j N 0 ®� C9rllr �o �a \ N lc.n +�I �� I o r' •> �� !� I 01 '�®� j03 t 69.9 21 20.0 4803.3 po. s °Y \ I 242.1 2075.1 I�a055.0�` O O 3 a NOD w t '00 LA P s X91 R=22.72•t 0�/ '>�' \ , I° 0. 1 2-0.07' � 20.2 20.09' 2 � A=134.78' s' � 22.S ' o 31.12 R=230.00'80 - f o fv� �p o� k �`��; -'� r� A_102.22' CCESs SAS ��V' R=200.00' -- 4 32.03" - __ 26.01 �-•-.. \ A=58.07' ---� r'p S 0 �, R=197.00' E g6. 2a 3 A=119.11' r R=420.50' v'j F, `''.' 68 , 2°6 j t u3 y U4 p �� ✓-•� t t to oto t t � t V1® 4LO I un N p. rn 37 A=18.85' I N ` Q6 3 O t 42 A=141.75' cry •%' r" ti ' R=12.00' t 5 A9 434.1 t 4g' t �' OPEN �` r'p R=379.50' �'"'.1 81 a� NQ tt /� �9 da �c�•3_ t �,� _ SPACE \ p p E o °�7 1�� 7�✓ftiO4 N t sn N co �' 0.20 AC. 1° o X27 9 t �. .%� o C` CO 812 r� a t N> / i 85�'` �p �1/o. \N, o N 0tt� . j.0, 4' tics+. w Ito t �� Na N 6�" � p� i�y,aLr cb. O� to r A=15.92' =12.00' Ep 31 p6� _ 20?5 rk Ntt NU7 2®�ao' 20.00' 20.00' ''"� `� tn. ' 20.00' S , .-�' oo ��. 20.00. w 165.96' �a ACC - 2G.Ga' °~ 2a.00 F� �►o C� A=37.33' 20.00 18 50' 3a 328.9_3,-r p "'20.00' t 2 - g 0r N `p R=27.00' 14.90 - �L'� E 1 y A-48.82' cr R=200.00' A=145.11 " g � _ �fl1 ��'' iNo R=420.50' o,�s"i o 1a E IQ " _ -p0'Q 356 i Z ? t o ' `Q° ' tom,, ` N 5 o �, ++� 6Br,�� r 00'� 20 y 110, t o � - 0 20• +N2 t'~ rte.{� ,� oa,0 20.00' I ± t 11 i t N ��" 6g6 6}561.2 m N A=89.47'_9 50' 5.14' 031 p1� 20 t t z j i` N A89 B6 � W N: CIA t-� r , t Z 1 N � QV I g6.6 I $ U, A=29.77 rn 1&' '--_rs W 81 3�" t z 4' t coo_ r`': �Q�` �.686.6 t �, `' R=22.00' S 16511 8, 3 s 13 �a 3.r� '� _ !t y ? t o ' N t� 29gg.5 s�&86 6 � t U! w ' t > "„r•"'' 6, �/' � 1 t o ! `�_ N �� t a' U, t 9 t c9 SN t p�g8.5> W , 1 2a.aG' 10' :J - ' Nom" 86.6 t� w , t 20.00' OPEN ' cpo N Q��� I 86.6 �t1 j ` as 20.00 5 l8 c9 .,` SPACE ` rJQ`+' t 86.6 w ILD 0.13 AC. �� `' v�6 6 2o.0a' 1 p ^"`..- " 03 OOLt� 86 • �, y 35.5 0 16 58 °8A 4Y o rn t �61g .9 �t %t 35,56' t +� r�--r o - c'` I ; 0' i 20 oG, 20.00 S 1$ R=3250'/ M� Z�7 91 o y 20.00' V 'h�lC ' 31.0?' e/I� A=34.60" R=165.00' A=121.32' R=195.00' 01 ��200441 2QOJ Sd �A =12.97' 20 R=12.00' ✓>' . 16.20' • .9 2 A=E2 A=26.65' R=2 R=17.37' coI 50' g c . e CO Av t1c ry 9 `° 02311.V1 014260,00 ¢2s N rn A=27.39' R=62.50' A=28.56' R=62.50' MATCHLINE SHEET 12 RESIDUE OF PARCEL 12 4.41 AC. ///^`\o 100, / / OPEN SPACE D / / 0.48 AC. / / le .00 100, / .a •E GRAPHIC SCALE 30 0 15 30 60 120 ( IN FEET ) 1 inch = 30 ft. A=32.85, R=77.00' W 7 C4 to ? 116,� fps w z N E- 4� U�1 Cp W i> OPEN SPACE 0.08 AC. a A=3i � R=s A=1 15.07' R=75.00' I q.0 00 ss p_ ___.r------- -- __ s 87.16'24" E _ 1 N 84'57'55" E 174..91' 63.88' 131.68' �20.00' 20.0)0' 2o.oa' r2a.00' 31.03`� I e° A=14.29' A=24.62' t I R=12.00' R=37.00' I I I � Z Iz IZ N! 4' A=24.77' Z ! �' t o j I Z O U; CF R=105.00'> se"j N 0 ®� C9rllr �o �a \ N lc.n +�I �� I o r' •> �� !� I 01 '�®� j03 t 69.9 21 20.0 4803.3 po. s °Y \ I 242.1 2075.1 I�a055.0�` O O 3 a NOD w t '00 LA P s X91 R=22.72•t 0�/ '>�' \ , I° 0. 1 2-0.07' � 20.2 20.09' 2 � A=134.78' s' � 22.S ' o 31.12 R=230.00'80 - f o fv� �p o� k �`��; -'� r� A_102.22' CCESs SAS ��V' R=200.00' -- 4 32.03" - __ 26.01 �-•-.. \ A=58.07' ---� r'p S 0 �, R=197.00' E g6. 2a 3 A=119.11' r R=420.50' v'j F, `''.' 68 , 2°6 j t u3 y U4 p �� ✓-•� t t to oto t t � t V1® 4LO I un N p. rn 37 A=18.85' I N ` Q6 3 O t 42 A=141.75' cry •%' r" ti ' R=12.00' t 5 A9 434.1 t 4g' t �' OPEN �` r'p R=379.50' �'"'.1 81 a� NQ tt /� �9 da �c�•3_ t �,� _ SPACE \ p p E o °�7 1�� 7�✓ftiO4 N t sn N co �' 0.20 AC. 1° o X27 9 t �. .%� o C` CO 812 r� a t N> / i 85�'` �p �1/o. \N, o N 0tt� . j.0, 4' tics+. w Ito t �� Na N 6�" � p� i�y,aLr cb. O� to r A=15.92' =12.00' Ep 31 p6� _ 20?5 rk Ntt NU7 2®�ao' 20.00' 20.00' ''"� `� tn. ' 20.00' S , .-�' oo ��. 20.00. w 165.96' �a ACC - 2G.Ga' °~ 2a.00 F� �►o C� A=37.33' 20.00 18 50' 3a 328.9_3,-r p "'20.00' t 2 - g 0r N `p R=27.00' 14.90 - �L'� E 1 y A-48.82' cr R=200.00' A=145.11 " g � _ �fl1 ��'' iNo R=420.50' o,�s"i o 1a E IQ " _ -p0'Q 356 i Z ? t o ' `Q° ' tom,, ` N 5 o �, ++� 6Br,�� r 00'� 20 y 110, t o � - 0 20• +N2 t'~ rte.{� ,� oa,0 20.00' I ± t 11 i t N ��" 6g6 6}561.2 m N A=89.47'_9 50' 5.14' 031 p1� 20 t t z j i` N A89 B6 � W N: CIA t-� r , t Z 1 N � QV I g6.6 I $ U, A=29.77 rn 1&' '--_rs W 81 3�" t z 4' t coo_ r`': �Q�` �.686.6 t �, `' R=22.00' S 16511 8, 3 s 13 �a 3.r� '� _ !t y ? t o ' N t� 29gg.5 s�&86 6 � t U! w ' t > "„r•"'' 6, �/' � 1 t o ! `�_ N �� t a' U, t 9 t c9 SN t p�g8.5> W , 1 2a.aG' 10' :J - ' Nom" 86.6 t� w , t 20.00' OPEN ' cpo N Q��� I 86.6 �t1 j ` as 20.00 5 l8 c9 .,` SPACE ` rJQ`+' t 86.6 w ILD 0.13 AC. �� `' v�6 6 2o.0a' 1 p ^"`..- " 03 OOLt� 86 • �, y 35.5 0 16 58 °8A 4Y o rn t �61g .9 �t %t 35,56' t +� r�--r o - c'` I ; 0' i 20 oG, 20.00 S 1$ R=3250'/ M� Z�7 91 o y 20.00' V 'h�lC ' 31.0?' e/I� A=34.60" R=165.00' A=121.32' R=195.00' 01 ��200441 2QOJ Sd �A =12.97' 20 R=12.00' ✓>' . 16.20' • .9 2 A=E2 A=26.65' R=2 R=17.37' coI 50' g c . e CO Av t1c ry 9 `° 02311.V1 014260,00 ¢2s N rn A=27.39' R=62.50' A=28.56' R=62.50' MATCHLINE SHEET 12 RESIDUE OF PARCEL 12 4.41 AC. ///^`\o 100, / / OPEN SPACE D / / 0.48 AC. / / le .00 100, / .a •E GRAPHIC SCALE 30 0 15 30 60 120 ( IN FEET ) 1 inch = 30 ft. JOHN S. IMATUSIK No. 19998 SHEET 14 OF 14 z W � > cn O W 9 I �I 0 } W O U z Li � O < U w m Q O w cv � D r� JOHN S. IMATUSIK No. 19998 SHEET 14 OF 14 > W 9 I �I JOHN S. IMATUSIK No. 19998 SHEET 14 OF 14