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HomeMy WebLinkAboutSUB201800098 Plat - Approved 2019-05-23AREA SUMMARY ORIGINAL AREA TMP 61-160 15.838 AC AREA IN PUBLIC R/W 3.666 AC AREA IN PRIVATE R/W (ALLEYS) 0.612 AC OPEN SPACE AREA 0.225 AC PRESERVATION AREA 0.205 AC CONSERVATION AREA 0.066 AC AREA IN .LOTS 4.538 AC RESIDUE PARCEL A 5.058 AC COUNTY APPROVAL RESIDUE PARCEL B 0.925 AC RESIDUE 0ARCEL C 0.261 AC RESIDUE PARCEL D 0.282 AC f 00 hci TOTAL ARE;\ SUBDIVIDED 15.838 AC AGENT FOR THE BOARD OF SUPERVISORS DATE i VICINITY MAP (1" = 2000') COURTESY GOOGLE MAPS NOTES: 1. THIS PLAT HAS BEEN PREPARED WITH THE BENEFIT OF TITLE REPORTS BY OLD REPUBLIC TITLE INSURANCE COMPANY, COMMITMENT NOS. 62843 & 62844, EFFECTIVE DATE SEPTEMBER 27, 2017. ALL MATTERS OF SURVEY WHICH CAN BE SHOWN GRAPHICALLY AND ARE SPECIFICALLY LOCATABLE HAVE BEEN SHOWN HEREON. 2. THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY DONE AS PER THE DATE OF THIS PLAT USING MONUMENTS FOUND TO EXIST AT THE TIME OF THIS SURVEY, THERE ARE NO VISIBLE EASEMENTS OR ENCROACHMENTS EXCEPT AS SHOWN, SUBJECT TO NOTE 1. 3. THE AREA SHOWN HEREON IS LOCATED IN ZONE "X" AND DOES NOT FALL WITHIN FLOOD HAZARD ZONE "AE" FOR A 100 YEAR FLOOD AS SHOWN ON FEMA MAP NO 51003CO279D, EFFECTIVE DATE 2/4/2005, THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT. 4. THE DEVELOPER RESERVES THE RIGHT TO CREATE, REVISE, RELOCATE OR VACATE ANY EASEMENT AS NECESSARY, SO LONG AS THE PROPER AUTHORITY AGREES, REGARDLESS OF THE SALE OF ANY LOT. 5. PARCELS SHOWN HEREON ARE SPLIT ZONED AS BOTH R4 AND NMD (NEIGHBORHOOD MODEL DISTRICT). REFER TO PROFFERS AT ZMA 200400007. 6. THESE PARCELS DO NOT LIE WITHIN AN AGRICULTURAL / FORESTAL DISTRICT. 7. THESE PARCELS ARE NOT WITHIN A WATER SUPPLY PROTECTION AREA. 8. EACH LOT, EXCEPT FOR OPEN SPACE, PRESERVATION AND CONSERVATION AREAS, CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. 9. THE BUILDING SETBACKS FOR PRIMARY STRUCTURES ARE AS FOLLOWS: FRONT — 16' ANY LOT OVER 60' WIDE ("BUILD TO" LINES) 8' MIN. 16' MAX. ALL OTHER LOTS ("BUILD TO" LINES) SIDE — 5' ANY LOT OVER 60' WIDE 3' ALL OTHER LOTS REAR — 10' ALL LOTS THE BUILDING SETBACKS FOR CARRIAGE HOUSES AND ACCESSORY STRUCTURES ARE AS FOLLOWS: FRONT — 16' ANY LOT OVER 60' WIDE ("BUILD TO" LINES) 8' MIN. 16' MAX. ALL OTHER LOTS ("BUILD TO" LINES) SIDE — 5' ANY LOT OVER 60' WIDE 3' ALL OTHER LOTS REAR — 4' ALL LOTS 10. THERE ARE NO KNOWN IDENTIFICATIONS OF GRAVES, OBJECTS OR STRUCTURES MARKING A PLACE OF HUMAN BURIAL ON THE SUBJECT PROPERTY SHOWN HEREON. 11. PRIVATE STREETS, OPEN SPACE, CONSERVATION AREAS, PRESERVATION AREAS, TRAIL EASEMENTS AND STORMWATER FACILITIES SHOWN HEREON TO BE OWNED AND MAINTAINED BY THE BELVEDERE HOMEOWNERS ASSOCIATION. 12. THE PARCELS SHOWN HEREON SHALL BE SERVED BY A PUBLIC WATER AND SEWER SYSTEM. 13. WATER AND SEWER EASEMENTS TO BE CENTERED ON AS —BUILT LOCATIONS. 14. PUBLIC DRAINAGE EASEMENTS AND STORM WATER MAINTENANCE EASEMENTS SHOWN HEREIN HEREBY DEDICATED TO PUBLIC USE. 15. THE PRIVATE STREETS AND ALLEYS IN THIS SUBDIVISION MAY NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF ALBEMARLE. 16. ALL PUBLIC RIGHT—OF—WAYS ARE HEREBY DEDICATED TO ALBEMARLE COUNTY FOR PUBLIC USE. 17. EACH CARRIAGE HOUSE UNIT MUST BE ON THE SAME PARCEL AS THE PRIMARY DWELLING UNIT TO WHICH IT IS ACCESSORY. 18. ALL PRIVATE ALLEYS SHOWN HEREON, REGARDLESS OF ZONE, WILL BE MAINTAINED BY THE BELVEDERE HOMEOWNERS' ASSOCIATION, AS DOCUMENTED IN THE DECLARATIONS DATED 1 /25/2008 AND RECORDED 1 /29/2008 IN DEED BOOK 3545 PAGE 1. 19. ALL DEED REFERENCES SHOWN HEREON ARE RECORDED IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY, VIRGINIA. 20. THE AREA ON THIS PLAT DESIGNATED AS A TEMPORARY TURNAROUND WILL BE CONSTRUCTED AND USED AS OTHER STREETS IN THE SUBDIVISION UNTIL CORNELIUS ALLEY IS EXTENDED TO CONNECT TO ANOTHER ALLEY OR STREET, AT WHICH TIME THE LAND IN THE TEMPORARY TURNAROUND AREA WILL BE ABANDONED FOR STREET PURPOSES AND WILL REVERT TO ADJOINING PROPERTY OWNERS IN ACCORDANCE WITH SPECIFIC PROVISIONS IN THEIR RESPECTIVE DEEDS. 21. ALL PRIVATE STORM DRAIN EASEMENTS SHOWN HEREON WILL BE MAINTAINED BY THE BELVEDERE HOMEOWNERS' ASSOCIATION. 22. THE VIRGINIA DEPARTMENT OF TRANSPORTATION WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. STATEMENT OF CONSENT (TMP 61-160) THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, BEING RECORDED IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY IN DEED BOOK 5012, PAGE 296, ALSO KNOWN AS TAX MAP 61 PARCEL 160, ACCORDING TO COUNTY RECORDS, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY. NEW BELVEDERE,-INC (AGENT/REPRESENTATIVE) STATE OF VIRGINIA COUNTY OF ALBEMARLE TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON BEHALF OF NEW BELVEDERE, INC THIS DAY OF _ 20__. MY COMMISSION EXPIRES:CAxm_?-0T -207- Alease Halley Russell Shiflett OWNER ADDRESSES: NOTARY PUBLIC REG. #7824M COMMONWEALTH OF VIRGINIA TMP 62A3-1 & 62-2A: MY COMMISSIONEXPIREs JUNE30.2023 OWNER: BELVEDERE LAND HOL , LLU ADDRESS: PO BOX 7505 CHARLOTTESVILLE, VA 22906 TMPs 61-160: OWNER: NEW BELVEDERE INC ADDRESS: 610 WEST RIO ROAD CHARLOTTESVILLE, VA 22901 SURVEYOR'S STATEMENT I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF, ALL REQUIREMENTS OF THE BOARD OF SUPERVISORS AND ORDINANCES OF ALBEMARLE COUNTY, VA REGARDING THE PLATTING OF SUBDIVISIONS WITHIN THE COUNTY HAVE BEEN COMPLIED WITH. STATEMENT OF TITLE TMP 61-16 0 THE LAND SHOWN WAS OBTAINED BY NEW BELVEDERE INC BY DEED DATED SEPTEMBER 29, 2017 AND RECORDED AT D.B. 4966 PG. 361, BEING FURTHER RECONFIGURED BY PLAT OF BOUNDARY LINE ADJUSTMENT DATED FEBRUARY 9, 2018 AND RECORDED AT D.B. 5012 PG. 296 AND TO THE BEST OF MY KNOWLEDGE MEETS ALL THE REQUIREMENTS REGARDING THE PLATTING OF SUBDIVISIONS. STATEMENT OF TITLE TMP 62A 3 — 1 THE LAND SHOWN WAS OBTAINED BY BELVEDERE LAND HOLDINGS LLC BY DEED DATED SEPTEMBER 29, 2017 AND RECORDED AT D.B. 4966 PG. 372, BEING FURTHER RECONFIGURED BY PLAT OF BOUNDARY LINE ADJUSTMENT DATED FEBRUARY 9, 2018 AND RECORDED AT D.B. 5012 PG. 296 AND TO THE BEST OF MY KNOWLEDGE MEETS ALL THE REQUIREMENTS REGARDING THE PLATTING OF SUBDIVISIONS. STATEMENT OF TITLE TMP 62 —2A THE LAND SHOWN WAS OBTAINED BY BELVEDERE LAND HOLDINGS LLC BY DEED DATED NOVEMBER 29, 2018 AND RECORDED AT D.B. 5117 PG. 20, AND TO THE BEST OF MY KNOWLEDGE MEETS ALL THE REQUIREMENTS REGARDING THE PLATTING OF SUBDIVISIONS. STATEMENT OF CONSENT (TMP's 62A3-1 do 62-2A) THE PLATTING OF EASEMENTS ON OR APPURTENANT TO THE FOLLOWING DESCRIBED LAND, BEING RECORDED IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY IN DEED BOOK 5012, PAGE 296, ALSO KNOWN AS TAX MAP 62A3 PARCEL 1, AND DEED BOOK 5117 PAGE 20, ALSO KNOWN AS TAX MAP 62 PARCEL 2A, RESPECTIVELY, ACCORDING TO COUNTY RECORDS, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY. BELVEDERE LAND HOLDINGS, LLC (AGENT/R PRESENTATIVE) STATE OF VIRGINIA COUNTY OF ALBEMARLE TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON BEHALF OF BELVEDERE LAND HOLDINGS, LLC THIS _— DAY OF 20--. f+. v_u_&v_t1 &�U+.& MY COMMISSION EXPIRES: �%L, r"INAW4 � No,-1 '� _1>Lf� Alease Hailey Russell Shiflett NOTARY PUBLIC REG, #7824385 COMMONWEALTH OF VIRGINIA MY COMMISSION EXPIRES JUNE 30, 2023 V1 COVER SHEET V2 AREA AND UNIT CHART V3 EXISTING BOUNDARY CONDITIONS V4 SUBDIVISION OVERALL V5 SUBDIVISION OF LOTS (1) V6 SUBDIVISION OF LOTS (2) V7 SUBDIVISION OF LOTS (3) V8 SUBDIVISION OF LOTS (4) V9 UTILITY EASEMENTS (1) V10 UTILITY EASEMENTS (2) V11 UTILITY EASEMENTS (3) V12 UTILITY EASEMENTS (4) V13 STORM DRAINAGE EASEMENTS (1) V14 STORM DRAINAGE EASEMENTS (2) V15 STORM DRAINAGE EASEMENTS (3) V16 STORM DRAINAGE EASEMENTS (4) V17 TABLES �p,LTH p PO/ U KRISTOPHER C. WINTERS a No. 2492 ILM N - VJA w Qj n W Z 2 z U h� a 0Z rz lfl S � 00 8 kZ 3: Cy 0% D �C o Q Q C18 coJZ ©�' D W� it �2 oZ co 0>wxw w ct 0: Z 1:4 r d 0) Q = co r 17—Imo— I_- 0 0 U 0 W � � D 0 0 0 w w w IL a_ a. Z61 - I C-4 I CO CD cfl � �i � W 0 � 0 � 0 O Q W � Q I cn ~ 0 OJ w E PROJECT NO: m 0 w U 1... .w E—+ W W 8438 SHEET N0: V1 1 OF 17 DATE: JUNE 3, 2018 UIY UIY z APPROVED REZONING DEVELOPMENT QUANTITIES BELVEDERE MAXIMUM RESIDENTIAL DENSITIES BELVEDERE MINIMUM RESIDENTIAL DENSITIES ACTUAL TO DATE BELVEDERE PHASE IIB PROPOSED TOTAL PLATTED / PROPOSED BLOCK AREA (AC) BLOCK AREA (AC) DB/PG AREA (AC) COMMENTS BLOCK GROUP Aft EA (AC) AREA(AC} COMMENTS AREA(AC) APARTMENTS/ CARRIAGE CARRIAGE HOUSE CARRIAGE HOUSE UNITS BLOCKTOTAL CARRIAGE HOUSE UNITS TOTAL BLOCK TOTAL APARTMENTS/ CARRIAGE HOUSE UNITS TOTAL BLOCK TOTAL APARTMENTS/ CARRIAGE HOUSE UNITS � TOTAL GROUP SFD SFA/TH MF HOUSE TOTAL DENSITY GROUP SFD SFA/TI{ APARTMENTS/MF UNITS TOTAL DENSITY SFD SFA/7T1 APARTMENTS/MF DENSITY SFD SFA/7H APARTMENTS/MF DENSITY SFD SFA/TH MF DENSITY SFD SFA/TFI MF UNITS MIN MAX MIN MAX MIN MAX MIN MAX MIN MAX MIN MAX MIN MAX MIN MAX MIN MAX MIN MAX 1 15.1 0 0 12 0 12 0.80 1 15.1 0 0 0 0 0 0 ProposeSeni mercialr 0 0 0 0 0 0 0 Currently Vacant 1 0 0 0 0 0 0 0 O Currently Vacant land 15.08 0 0 12 0 0 12 12 Building -land Belvedere BloPG 5311 plan 46 PG DB 3846 0 0 294 0 complete 0 0 294 0 294 complete 2 26.8 0 20 302 0 322 12 2 26.8 0 19 218 0 237 8.83 19.59 321 16.39 2 19.59 321 16.39 7.24 0 1 0 0 0 1 1 Belvedere Town Center DB platting complete, platting complete, but 4094, PG 378 0 19 8 0 but still under 0 19 8 0 27 shll under construction construction 3 12.5 25 0 0 14 39 3.13 3 12.5 25 0 0 14 39 3.13 lplat DO Belved115 11.87 25 0 0 14 14 39 39 3.29 complete 3 11.87 25 0 0 14 14 39 39 39 3.29 complete 0.61 0 0 0 0 0 0 0 P 35545 PG 54 Belvedere Ph. 1 plat DB 3545 PG 54 & Plat showing 7.56 14 11 0 9 9 34 34 incomplete 7.56 14 11 0 9 9 34 Incomplete 4 16.7 34 11 0 26 71 4.26 4 16.7 28 11 0 19 58 3.48 lots A thru K 4.50 4 33 37 4.06 67 71 4.26 0 0 0 O 0 0 0 O Proposed' Belvedere Ph. 2B 0 0 0 0 0 0 0 0 Proposed Phase 28 9.12 20 0 0 13 17 33 37 9.12 20 0 0 13 17 33 37 Proposed Phase 28 will complete Phase will complete Phase Belvedere Ph. l plat D8 4539 PG 586 27 12 12 Complete 27 12 12 39 Complete 5 6.86 34 0 24 58 8.45 5 6.86 29 0 0 16 45 6.56 6.76 50 53 7.84 5 6.76 50 53 7.84 0.1 0 0 0 0 5 0 5 Belvedere Ph. 2A-1 plat 4 7 Platting Complete, 7 4 7 11 14 Platting Complete, DB 4397 PG 72 under construction under construction Belvedere Ph. 1 plat DB 3 6 9,32 28 9 0 14 51 5.47 6 9.32 28 0 0 11 39 4.18 PG54&plat showing 10.24 28 8 10 10 46 46 4.49 complete 6 10.24 28 8 10 10 46 46 46 4.49 complete -0.92 0 1 0 1 4 2 5 subdivision of 6A Belvedere Ph. 2A-1 plat 7 0 0 4 7 Platting Complete, .% 0 0 4 7 Platting Complete, DB 4539 PG 386 under construction under construction 6.68 6.68 Belvedere Ph. 2A-2 plat 22 0 0 16 22 'tatting lattin complete' 22 0 0 16 22 49 58 Platting Complete, 7 8.72 36 0 0 32 68 7.80 7 8.72 30 0 0 23 53 6.08 49 58 8.68 7 59 58 7.80 0 0 0 0 0 0 0 0 D134397PG72 under Construction under construction Proposed Belvedere Ph. 2B 0 0 0 0 0 0 Proposed Phase 20 2.04 7 0 0 3 3 10 10 10 10 4.90 2.04 7 0 0 3 3 10 10 Proposed Phase 28 will complete Phase will complete Phase 8 7.9 27 16 0 26 69 8.73 8 7.9 22 0 0 20 42 5.32 Future Development- 0 0 0 0 0 0 0 0 0 Future Development 8 0 0 0 0 0 0 0 0 0 0 0 Future Development- 7.9 27 16 0 20 26 63 69 Phase IIC Phase IIC Phase IIC Belvedere Ph. 1 plat DB 3 0 0 Incomplete 3 0 Q 3 incomplete 3545 PG 54 Belvedere Ph. 2A-1 plat 8 0 0 Platting Complete, 8 0 0 8 Platting Complete, 8.01 - 8.01 DB4539PG386 underconstuc6on undercanstuction 9 9.41 23 0 0 0 23 2.44 9 9.41 23 0 0 0 23 2.44 0 18 18 2.25 9 0 5 5 3.57 0 23 23 2.44 0 0 0 0 0 0 0 O Belvedere Ph. 2A-2 plat 7 0 0 Platting Complete, 7 0 0 7 Platting Complete, DB 4397 PG 72 under construction under construction Proposed Belvedere Ph. 26 Q Q O 0 Proposed Phase 26 1.4 5 0 5 1.4 5 0 5 Proposed Phase 2B will complete Phase will complete Phase 10 93.4 52 0 0 10 62 0.66 10 93.4 50 0 0 0 50 0.54 FumreDevelopment- 0 0 0 0 0k8l 0 0 0.00 Future Deso111lopent 10 0 0 0 0 0 0 0 0 0 0 0.00 Future Development- 93.4 52 0 0 0 10 52 62 Phase III Phase III Phase 111 TOTAL 206.68 259 56 314 146 775 3.75 TOTAL 206.7 235 30 218 103 586 2.84 70.71 148 38 302 69557 569 8.05 TOTAL 12.56 32 0 0 16 20 48 52 48 52 4.14 83.27 180 38 302 85 101 605 621 605 621 7.46 123.41 79 18 12 21 45 130 154 CHART SHOWN HEREON PROVIDED BY COLLINS ENGINEERING AS AMENDED BY ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT. TABLE 9: BLOCK 2-10 RESIDENTIAL LOT REGULATIONS Variation #21 (approved 3.24.08 & revised 7.25,08) "build -to" range Variation #22 (approved 3.24.08 & revised 7.25.08) alleyfed rear setback Variation #37 (approved 3.15.11) in Block4A, lots A-K, front "build to" lines of 36'-44' Variation #39 (approved 4.12.11) allows the encroachment of steps in the 4' front yard setback for Lot 130. Variation #40 (approved 4.12.11) modifies Note 1 in Table 9 Variation #43 (approved 6.02.11) increases build -to line for Block 2 townhome units facing the Reserve at Belvedere Variation #55 (approved 11.7.18) - updated minimum lot frontage for Block 9 residential lots, reducing the minimum size from 60'+ to 55' lot sizes. Front Build -to from Street 2 Side Setback 3, 4 Rear 1 Rear Primary Structures 1, 4, 7 Carriage Houses & Accessory Structures Townhouse SF 30'-40' SF 41'-50' SF 51'-60' SF > 60' Al I Lots 8'-16' 8'-16' 8'-16' 8'-16' 16' (same as Primary Structure) 0' 3' 3' 3' 5' (same as Primary Structure) 10' 10' 10' 10' 10' 4' 4' 4' 1 4' 4' 10' 4' 1. Porches (1 & 2 story), stairs, balconies, bay windows, planters, chimneys, terraces, eaves, and entrance stoops many encroach into the area between the minimum build -to range and the front R.O.W. line up to 4' from the front R.O.W. line. They may encroach into the area between the rear setback up to 4' from the property line or, in the case of an alley easement, within 4' from the easement boundary. Stairs may encroach into the area between the minimum build -to range and the front r.o.w line up to 3' from the front r.o,w line, provided the distance between the back of the sidewalk and the stairs is no less than 4' (Variation 440). 2. No encroachments are allowed within the minimum side yard. 3. Where a side setback of less than 4'11" is used, a 6' maintenance easement shall be recorded on all properties adjacent to the side setback of less than 4' 11". 4. Where an alley adjoins a side yard, the minimum setback is 3'. 5. Carraige houses must be located to the rear of the primary residence. 6. Other accessory structures may not be placed in front of the primary structure. Restrictions Governing Structures Extending Beyond the Front Build -to Line 4' 10' 8' Covered Porches Townhomes Covered Porches Single Family Homes Open Porches Single Family &Townhome 1 1. The dimensions of a porch shall be measured from the edge of the house to edge of the floor area and shall not include any steps. GREEN SPACE/OPEN SPACE PROPOSED: CONSERVATION AREA PRESERVATION AREA OPEN SPACE TOTAL GREEN SPACE BLOCK 4 0 AC 0 AC 0.225 AC 0,225 AC BLOCK 7 0 AC 0 AC 0 AC 0.000 AC BLOCK 9 0.066 AC 0.205 AC 0 AC 0.271 AC TOTAL 0.066 AC 0.205 AC 0.225 AC 0.496 AC Of31,�i ��LTH 0 O ►-i U KRISTOPHER C. WINTERS >a No. 2492 Of31,�i ��LTH 0 O ►-i U KRISTOPHER C. WINTERS >a No. 2492 W M M M U r � o m 0 w Y U L13 2 U) U) U Z U Z Z O O O O Y }U �U--.. C}) m Z w� Z � Z Z) z O O O o w w w CL a a 0 0 I I O J y CV I M 0 -I U) CZ) a w FHA W H 0di O W_ U) PROJECT NO: 8438 SHEET N0: V2 2 OF 17 DATE: JUNE 312018 SHEET N0: V2 2 OF 17 DATE: JUNE 312018 CO N w � i 7,,_,20- ACSA SANITARY \ q ' / SEWER EASEMENT \ O / / �� D.B. 3532 PG. 603 N TMP 62A3-1 / N/F BELVEDERE LAND HOLDINGS, LLC ` D.B. 5012 PG. 296 DRIVEWAY ACCESS EASEMENT /, p D.B. 3149 PG. 96 / �� ' D.B. 3595 PG. 55 &�o� D.B. 5117 PG. 25 N 43'52' 57"E 61.00' � C65 / N32'39'19"E' / C1 8 N43'52'51 "E 38.25' 16.56 TMP 62-2A ' N/F BELVEDERE LAND HOLDINGS LLC / N: 3916085.68 (D.B. 5117 PG. 20) � ' E:11496477.77 / , IPF ®� / 81.99' 9? , A? • \ , TMP 62-28 ' N/F BELVEDERE LAND HOLDINGS, LLC (D.B. 4966 PG. 372) ..: ... ! gc rya S46007'12"E 25.74 % N43052'48"E Y. 0 61.00' N48'47'52"E N46 0712 W 21.6,0 / N32 3415E / /• ' TEMPORARY CONSTRUCTION �n' ACSA SANITARY �38.24' / '' AND GRA41NG EASEMMENT _ � / D.B. 3543 P.�2'._ TMP 61 160 o� �o / ,� 15.838 AC. �J // S46 0712E / / ��a oGP�c� / 21.58' �°c ►�o°' / /' D.B. 5012 PG. 296 I'AN4352 48 E / / . / S45'27'S5'�W/61.00 N55'11'20"E/''33.10'N46'07'12"W G� s �/ / ,� '20' ACSA� SA SANITARY 21 58' 37.24 / '' C6 WATER EASEMENT SEWER EASEMENT " d, //' ' D.B. 4586 PG. 106'R '\ D.B. 3532 PG. 603 N32 3417E ' / f N: 3915083.58 37.23' / / ,i // S32'34'15"W / E:11495426.67 / \ / 32.83 � ,/�, CS WATER EASEMENT /l i NO3'51'38"E C13 / TEMPORARY CONSTRUCTION / 20' ACSA SANITARY / D.B. 4586 PG. 106 N43'52'53"EI �/ AND GRADING EASEMENT/ SEWER EASEMENT�, �A ��\ \ 68.00 18.70' j'1 D.B. 3543 PG. 225 / D.B. 4583 PG. 375 ,�`l• ►�� ��L?, C, , \ �� �h, \, (,S� Oar A C2 N53 31 16 W /�o' ACSA / p^�h�,�� �1\,, �, ,' �pUB�/��?�� ' 59.01' WATER EASEMENT N D.B. 4586 PG. 106 04 SIGHT DISTANCE ESMTS / �� ,�, �j �JQ' \ y,'� / ` •� , o ti D.B. 3545 PG. 1 1 " �`L �\� Q� \ 0 , G ���,tiP� ��,��'� \ ` 1 " S41 28 21 W •1,�01 �yti ��, � �� �� , BELVEDERE \/' N46 07 09 W 33.00' h� �P \, PHASE IIA-2 C85 4 ti C12 / 69.00 (D.B. 4583 PG. 383),' �Qj��1�S43'52'52'W / S32'34'15"W.,,/• 12.11 / , ^34.88' ��Q ���� N43'52'52"E � " ,-� i��. ` ?' �' O��G �\ �o Q N43 52 51 E �, �'�.�, R < , �P o ' 12.1 S43 52 51 W-,, Q / I 1 �,1129.94 S57'05'51 "E 56.86' S26'32'09"E C21 GAT 59.00' '9 11.9 ' .'g6. TMP 62A3-1 N/F BELVEDERE LAND HOLDINGS, LLC (D.B. 5012 PG. 296) N: 3915300.19 E:11496717.74 / cv TMP 61-16D N/F BELVEDERE LAND HOLDINGS, LLC \ (D.B. 5088 PG. 605) /41 / / I �S , TMP 62G-09-196 , / 1,� SIGHT DISTANCE ESMT 20' ACSA SANITARY SEWER EASEMENT / / , \ , ' D.B.3545 PG. 1 D.B 4586 G. 06 A N/F THOMAS W. & L , � . � ' � �� P 1 N. 3914981.44\ S89 02 32 W� ,,/ ,� ��C' ,,/ WENDY B. HOELSCHER / E:11496519.16 ,/57.26,/ / ,/ �\ //y / (D.B. 4847 PG. 638) N46007'09"W D.B.C4544MPG. 440 18.00'� �? _ _ / / ' �4 � / /' ����'�.✓ ,/ / / TMP 62G 09 A LEGEND • INDICATES IRON PIN FOUND AT END OF BOUNDARY CALL. ON LINE PINS FOUND SHOWN AT DISTANCES INDICATED IN GRAPHIC PORTION OF PLAT N/F NEW BELVEDERE INC \�A�� �, ,/ ,/ ,� .�R/�q j o� ,,/ /(D.B. 5021 PG. 475) P 62F -D TH �F /.. F / TM 1 Jr &'li�, N/F BONDSTONE VENTURES, LLC I y�� T& e2G-7-160 DUNLORA (RIVERWALK) I PHASE 2C OPEN SPACE \ �` O N/F NEW BELVEDERE lNC U KRISTOPHER C. WINTERS �D.B. 5021 PG. 475) �,\ /� / 100 0 100 200 300 �j/ ` No. 2492 J / �y \ SCALE: 1 -100 rU S� rG, � C6 aw � OW z z z O 0 0 0 W > > 5 R, 0 0 0 Q a CL a F-+ O O U) a, rd- 2 8 r: 0 C� z J W U 0 w C) W v u.i T- (V M 151 1 a� 1� PROJECT NO: 8438 U Y 0 0 SHEET N0: 1 v3 3 OF 17 DATE: JUNE 31 2018 / \ TMP 62-2A a 0 b Z N/F BELVEDERE LAND HOLDINGS LLC / UQ t^ W z 0 (D.B. 5117 PG. 20) Z Q R co) TMP 62A3 1 � / � Z 0 / N/F BELVEDERE LAND HOLDINGS, LLC / , Q 0 Q D.B. 5012 PG. 296 / / \ ' O o LOL N51 55 27 W w THIS PORTION OF EXISTING 10.00 /j %; DRIVEWAY ACCESS EASEMENT // ^ � p w P / TMP 62-2B V) 0 w = `-- HEREBY VACATED. ' V a � • \/ N/F BELVEDERE LAND HOLDINGS, LLC � � � �C (FROM END OF NEW EASEMENT TO (D.B. 4966 PG. 372) a W �` / 0 O v BELVEDERE BLVD.) / Q i.......... .................................... ./........................................................ ............. ................._............._°a•.............................................................................................� .......................... T i' TMP 61-i6o RESIDUE ' (PART A).a W (FUTURE DEVELOPMENT) Asp C-) NEW 10 RIVEWAY ACCESS EASEMENT F................................................;................................................................................................................................................................................................................................................ C—+ r- 07) TMP 61-16o f E�IDUE �` m PA T. a o '` ' i ( UTU E # E3 �02, ^< °°° TMP 62A3-1 - J ; V LO ` P:MENT) I ,` N/F BELVEDERE LAND HOLDINGS, LLC / 5 cn v) cn w / r,.•,..... ...LOT / y1 (D.B. 012 PG. 296} U z z z / 0 w w w / G LOT 227 � TMP 61-i'o 0 RESIDUE [� U 1 Q Y LOT 226 yJ1 , (PART C) O O O O (FUTURE `� li'L� U� m i 4 P :: <L .. Y 0. i \ DEVEL /� s .. OPIY4t_ NT 7 T 6' �CIC'?'..................................................................................................................................................................................................._........................ z z z LOT 20 9 / 1 LOT 2zg `, ;f ,rl; ff �.• a {� :f ................................................................................................................................-,�. _—........_. ._ ..............:......1................. _. E s ;: fj i Cl i LOT 210 y TM ID ............................................. ..................... �. � '' �P �1 16o RES f i; ' (PAR' r ii 4 L(aT z11� I " ......' FUTURE DEVELOPME �T .' 1► P'\ LOT 22 .;. ... r- ......LOT.......Z.�3............................................................. y..... ............ .. � ............. ... _._..RSA ui �................ yy�� LOT £ PR�V 7£ R/ y p -� / i CORNELI US ALLEY �, G �,ti zo8 wj sF N M Q / LOT (VAR PRIVATE R/W) 105 LOT 222 207 ; ,% Q� , QJ LOT 21z LOT �� tiq / TEMPORARY TURNAROUND --� �6, c�'�, y ,� 206 LOT �� LOT 201 �F \ / EASEMENT 205 LET �` f Jai cl� V / (SEE SHEET V9) 29 LOT �-� LOT213 Is 2 3 L r 3 l ' LOT z1 �. LOT , �,., ,; , � ;;,.....ram O 00 � PUBLIC R W ► /� 202 cfl 1 / LOT 214 A(/� `� LOT22o 3.66'6' AC. 7'o�, i 99 LOT 1 LOTz1S ,'�$' /, `�� \`. / _ IC -- R ' — i OPEN LOT 219 A A �yy�c�\,�wJ Q �� SPACE y� \ y4� 0 LOT 198 1• �� �, ffA„ �' Q \ ��� ,'BELVEDERE Q� TMP 61-16D o Q ��� �; PHASE IIA-2 N/F BELVEDERE LAND HOLDINGS, LLC O D.B. / LOT197 D.B. 5088 PG. 605 ©W 00 LOT 216 ( 4583 PG. 383) / ( ) .. ;; �..2. , �� - LEGEND Q f, f 1, - ` j �� o \ INDICATES IR E N PIN FOUND AT END ;; OF BOUNDARY CALL. ON LINE PINS W Q j �_ FOUND SHOW DISTANCES '—'� I I OPEN /'`/h� ��_...TMP......62.G..-.0.9..-.1..9.6..............................................................................................................................................._............................................................................................................................................IN.D.ICATED......IN.�GAT RAPHIC PORTION OF p� w SPACE €fS ` "B" / ,/ ,��� ,o \ / ,/ N/F THOMAS W. & ' PLAT � \ lip � WENDY B. 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WINTERS No.2492 �, \ ,f 1� 4OF17 SCALE: 1 =100 �� \ �3I0'' UR DATE: JUNE 3, 2018 �l v LA J P °r o' �./ w 0 �� J TMP 62A3-1 �O N/F BELVEDERE LAND HOLDINGS, LLC L �, o LOT 224 0 --� (D.B. 5012 PG. 296) �`� h``�' hh �� W 0.152 AC. o,�, a' N w �y � � �' ���,• ��• s LI Z � G 0>1 IleO C42 � � � � C7 �v °p- OT 223 oc'Q� , Lho° s �� °s 5 �� ^ 0 h 9 oc W 0 M �� .Q V Q a gz� 01>1 40.1 ca 19, s �'3 co O L 0 LOT222 ho��^� v h 0� U 0.155 AC. c , � z �60\,. , o° LOT 212 �� �, o >• �� O>, �1 J 9> q 1 9 c�0 ,�3 CO ELIUS AL EY AREA 3 (VAR PRIVATE R/W) �� •S , F� co 0 > w = IL TEMPORARY TURNAROUND 0.056 AC. G�1 hh° Q\j' �(Ix 6 �c�� v� (6 a W EASEMENT h1°� �+�, / \\\/ ,,�h 6p, y O (SEE SHEET V9) � '� • ,�`L� �, `!� �� J ��` 1 � • � , Q , `b^� ,.ham W Q � LOT 213 ^� 0.156 AC. \N �0� 3.51' F C33 S� c,, •• N o, �ss' '��• moo. W g �32 �°c LOT 221 O 00 L-30.62' N21'18'59"W 'L3r&. 0.115 AC. �&p, W 12.29' °>; y PUBLIC R W �`•'o LOT 214 00 o ��� °` s 0.156 AC. hh. 3.666 AC. o LOT 220 •op, Z 0.103 AC. LOT 215 0 � ` co � � �o. h�o v� \ ..Z z z z O , 0.163 AC. w w w LOT 219 •o ��� `�i�✓� °93 \ ~' 0.153 AC. °, ��' ���' x� o 0 o Y 1>1 ,�� �y, zzz >\ C38 v v� ,hl. \ (� W 0 0 0 0 OPEN SPACE A ��, s� �� p \ a'• w w 0.130 AC. �� o>- 'pj �� w w w l� oS,s 4��2714� L=114.26 L=6.98' \ 6.50' � �� ` \Li c� c� < BOUNDARY LINE FROM ��' 0 "B" POINT "A" TO "B" co BEL � o HEREBY VACATED `? s c ,►. ��. � LOT 216 �� •h`�' 01>1 0.142 AC. o , LOT 217 v �o> "A 1.81' LOT 218 ,�^,• ' V C w z S 0.116 AC. �, �1 �� % LEGEND 6p>, uh �°�• •hCDQ • INDICATES IRON PIN FOUND AT END �z °j3 �o �'S / ��n �% �, U) OF BOUNDARY CALL. ON LINE PINS �� v FOUND SHOWN AT DISTANCES 19- INDICATED IN GRAPHIC PORTION OF 'gyp- S72'12'59"E / ` �m 6 PLAT I 14.98' ^/ Q L- 7.41 !; / / 0 CD o INDICATES NEW BOUNDARY CORNER OPEN SPACE "B» 49.85 / w w TO BE SET UPON APPROVAL S89'02'32"W 57.26'(T) p LU _ SEE SHEET V2 FOR EXISTING EXTERIOR 0. 095 AC.U) BOUNDARY CALLS / / / NLTH op PROJECT NO: 8438 TMP 62G-7-160 \ / �f SHEET NO: 30 0> 30 60 90/ N F NEW BELVEDERE INC `� \ ���,�, (D.B. 5021 PG. 475) �F o SCALE: 1 "=30' gyp, \ U KRISTOPHER C. WINTERS ;'�- .p \ No.2492 5 OF 17 i / UR DATE: J U N E 31 2018 30' 0' 30' 60' 90' x SCALE: 1 "= 3 0' evo 03 w A q Q) q LEGEND INDICATES IRON PIN FOUND AT END OF BOUNDARY CALL. ON LINE PINS FOUND SHOWN AT DISTANCES INDICATED IN GRAPHIC PORTION OF PLAT o INDICATES NEW BOUNDARY CORNER TO BE SET UPON APPROVAL SEE SHEET V2 FOR EXISTING EXTERIOR BOUNDARY CALLS O 9&I >J�y �Q� o P� TMP 62A3-1 N/F BELVEDERE LAND HOLDINGS, LLC (D.B. 5012 PG. 296) �l DLO ��. Qo ivy 0 �y1 0� 9.54' 40 OV ry C'i C45 tv Q� h U • U v,* ..W 4 t2 J z 5 Q. Ob z u Q Z a 0 tW s m 0� 8 CO —jeD z o� ,O4. 0 / �J V U • V �j LU V = � � a- c' IW 9 OF, G�6 "((0 0 W d. T 0.99 �,. O W TMP 61-160 RESIDUE (PART D) 0.282 AC. w � U TMP 61-160 RESIDUE (PART A) 5.058 AC. \ r r � T �i S43'52'51 "W o 2.00' Y U W N46'07'12"W ' ' w (n w U w 6.96 O U O U O U Y > •00. LOT 228; y S''` . C48 S46007'12"E ��� W o 0 0 0.143 AC. 6.97' O U U U 6. , N N i..i°> 6.iL3. - \Lu Ld Lu Lu LOT 227 °• 0.143 AC. 1>1 C%3 \ � \r .�� LOT 226 0.138 AC. 0>1 ,�j�. 9 0>1 LOT 225 hho 0.155 AC. a J LOT 224 �o 0.152 AC. ti3r&. 0>1 w C44 C42 , oQ �QQ c 14j`L �C r tV '� v �. "g mac, ,ham )CD L Q� a �o TMP 61-160 RESIDUE (PART C) ` 0.261 AC. o o� ° o ' Ems-91 . `ti • `� 13 � W O O cD >' 63.00CD ' N Qo ' TMP 61-160 RESIDUE (PART B) LOT 209 "' , L=0.85' 0.925 AC. 0>1 b �n �D 00F � w w � �/ _ s LOT 210 0.135 AC. £' PROJECT NO: 8438 0>0 3 ALLEYS p,LT H pp 19 � y 0.297 AC. � �AT� �r , ��A, „� .�, SHEET N0: 1 V z boo, H LOT 211 ,�`�' �234 , R��gTF Ly U KRISTOPHER C. WINTERS 0.131 AC. y R/w� No. 2492 o>• �' �y h'� t 0 6 OF 17 �09ti 2.03 ,�� �� �� �' 4� 44' �2 0� s DATE: DUNE 3, 2018 TMP 61-160 RESIDUE (PART D) 0.282 AC. ®, C48 Y %K Q 0 S� O• o>, . 09� 6p LOT 211 0.131 AC. 9 ti������, , lb N4 TMP 61-160 RESIDUE (PART 0.261 AC. �6. Off' 63.00' LOT 209 L=0.85C8 s� 0.128 AC. 0 y/ J LOT 210 0.135 AC. b ALLEYS y 0.297 AC. 2.03 �' 40.4 • c�2 'tK 00 cv cb '� ��'�� /•^�°` LOT 208 126 LOT 207 ,`v •4r, 0.125 AC. c� 9 4' I LOT 206 S 0.123 AC. z C,4l 9 LOT 205 ry 0.124 AC. b:z 3.03' =9 86 ry L=14.54' LEGEND C • INDICATES IRON PIN FOUND AT END OF BOUNDARY CALL. ON LINE PINS ` FOUND SHOWN AT DISTANCES 40 0 N• LOT 204 0.130 AC. TMP 61-160 RESIDUE (PART B) 0.925 AC. 08. � `N68'19� M 5.81' �5.26 s�19 ,`, LOT 203 0.135 AC, Zry LOT 202 0.130 AC. i INDICATED IN GRAPHIC PORTION OF � PLAT 30' 0' 30' 60' 90' o INDICATES NEW BOUNDARY CORNER TO BE SET UPON APPROVAL � o > > nn ALE: 1 "= 3 0' SEE SHEET V2 FOR EXISTING EXTERIOR BOUNDARY CALLS / C Ua � y oc ..W � Z Z 2 Or o b z 8 0° co co:5 Z 0 co0JZ O� J � � z y J O ^, �?�oW w 0> va �C,aW9 ar Q (0 0 W L 2 ®W P4 % E� a' 1 0) 1 � rn Z Z Z O U U UU win � D D 0 0 0 a a a �0■Q � o cfl cfl O O� � � w sss, E-,zw� � Q ' 200 U 3 AC. 3 w F- aF-- PROJECT NO: �p,LTH OP U KRISTOPHER C. WINTERS > No. 2492 U Y m m w Y U L1J U J U U) SHEET N0: v7 7 OF 17 DATE: JUNE 31 2018 I Cc)00 N SANITARY SEWER vv 04 \k, N4\j Nlk SANITARY SEWER TEMPORARY TURNAROUND & TEMPI (..E) C33 . i). x N21'18'59"W / /���� z[/��/� �,/ , 3'666 A[, c^ MAINTENANCE �011 22 0 ,^�n/r^/r /rv"� ' x � `. o /on ^n `~ / / ``� --' --- ' // `\ - ' ` T LECEND \ ---------'AC3A SANITARY SEWER EASEMENT | -----'----ACSA WATER EASEMENT NOTES ALL AC3A WATER AND SANITARY / SEWER EASEMENTS SHOWN HEREON SHALL BE CENTERED ON AS -BUILT LOCATIONS OF RELEVANT L|NE3, STRUCTURES AND PIPES) /OHT0STANCE ESMT D.8. 3545 PO. 1 80' D' 80' 60` 80` / / / / VEPCO ESMT / D.B. 4544 PG. 440 TWP 7-16O N/F NEW BELVEDERE / (D.B. . . . _ - X'1� \< AND GR,,�DING,5ASEMENT 20' ACS WATER EASEMENT D.B. 4588 PG. 100 (HEREBY VACATED) o c~ �0 71 2/2 U./66 A[. '. CD ~~`` 30 0 30 60 go, SCALE: 1"=30' LEGEND _____ACSA SANITARY SEWER EASEMENT —.-.—ACSA WATER EASEMENT (n *" DENOTES ALL ACSA WATER AND SANITARY SEWER EASEMENTS SHOWN HEREON SHALL BE CENTERED ON AS -BUILT LOCATIONS OF RELEVANT LINES, STRUCTURES AND PIPES) NEW 20' ACSA SANITARY SEWER EASEMENT* V/ NEW 20' ACSA WATER EASEMENT* j. 'I'MI P 6! 2,i"\ 3 -1 N/F BELVELDERE L40 IF! IGS, LLC (D.B. 50112 PC'. 219i";'11 Ix NEW 20' ACSA SANITARY SEWER EASEMENT* < / t Q v MAINTENANCE EASEMENT (TYP) LOT 228 0. 14 3 A C Ij -<7\ ` \ NEW 20' ACSA SANITARY SEWER EASEMENT* T/1"[p 61 160 R P"' S"11.1) 1 19) O. 28z? A (f' t'0' C) EW 20ACSA WATER EASEMENT* ''a I.' A 7'111P 61 160 RE'SIDI.J..j. d" NEW 20' ACSA s' SANITARY SEWER N 4.6 *0 EASEMENT* % 1V V, 61 160 REsIDUL' (T)ART C) A T�t` P _v WIX, TEMPORARY CONSTRUCTION AND GRADING EASEMENT D.B. 3543 PG. 225 NEW 20' ACSA SANITARY SEWER EASEMENT* MAINTEN NCE EASEMENT (TYP) LOT 211 0. 1 113 1 elll C. 20' ACSA WATER EASEMENT /D.B. 4586 PC. 106 (HEREBY VACATED) lr LOT 209 . ...... 0. �3 0 �71) t (111­411:�' 11, .8- lp 6 O. 128 Y. \X I 0. 92 4 A C 20' ACSA SANITARY 0 ' SEWER EASEMENT T' D.B. 4586 PG. 106 . . . . . . . (HEREBY VACATED) 10 AC. > 0 2 91f AC. 'y '3 210 X/\ Qn, A forj ,I � t7 p;LTH - OP U KRISTOPHER C. WINTERS ;r-- No.2492 s E--i 7t cy) c/) c/) z w z Lu z w E-1 0 0 0 z D z z 0 0 0 w IL Lu CL w CL 73MMI cz) Q0 O a_ I, - PROJECT NO: 0 cn CQ cn cn F-1 W -1 E-1 F— � F- F_ LL1 w r U) Elm SHEET NO: V10 10 OF 17 DATE: JUNE 31 2018 'I IN, NEW 20' ACSA IN, SANITARY SEWER \ \ EASEMENT* Ell C4 IN IN, IN, / \C VA N < y f) Tivp 61.----160 RE'sil)[T , 7' c :Nq D I v Z /\ o J4 TEMPORARY CONSTRUCTION 6 AND GRADING EASEMENT D.B. 3543 PG. 225 NEW 20' ACSA SANITARY SEWER EASEMENT* )VI '0 20' ACSA SANITARY SEWER EASEMENT r. D.B. 4586 PC, 106 (HEREBY VACATED) Tq- \. �� ` ' LOT "? 0 05 l 6 110. 921A( 13 AC. TiviP 60RE5SIDOT' B) A /Al j" 1071 0. 13 --------- - ---- WATER EASEMENT iv ........... ---------------- --- SANITARY SEWER D.B. 4586 PG. 106 NEW 20' ACSA 20' ACSA HEREBY VACATED) EASEMENT* ­-'cv irk 7i"111.1p 61 160 R.�"sftnjm'� (Pz4pt.'1­- f 0 AC;. loo 1 'r."v q 5 0 8 A C 3 2151 "W NEW 20' ACSA N 0 U2. SANITARY SEWER 1' 69 EASEMENT* , 4 Z' X.�'\ N n 41" C" 11 0 MAINTENANCE 71 0 8 4� EASEME NT (TYP) 0. 1 6 A C. 0 10 7 20' ACSA SANITARY 0 1 SEWER EASEMENT D.B. 4586 PG. 106 '19 06 - ------- 10 7" (HEREBY VACATED 5,8 'CIA, `05 [07" 0. 124 r,'l 6 LOT 904 X'\ 0.1.30 A NEW 20' ACSA �'i �'' '�/' ' ' LOT xl?103 SANITARY SEWER EASEMENT I v, LEGEND .1,071 200 ACSA SANITARY SEWER EASEMENT . ........ ACSA WATER EASEMENT '02 A L 0 1' 3 20' ACSA SANITARY 0. 6 41. C, 0. 1 •30 DENOTES ALL,-ACSA WATER AND SANITARY .. ........ SEWER EASEMENT NEW 1 SEWER EASEMENTS SHOWN HEREON SHALL BE D.B. 4586 PG. 106 0' Q A K11TAR CENTERED ON AS —BUILT LOCATIONS OF (PORTION WITHIN NEW RELEVANT LINES, STRUCTURES AND PIPES) PUBLIC R/W HEREBY VACATED) p,L T H op 20' ACSA WATER EASEMENT 30' 0 30' 60 90 Q D.B. 4586 PG. 106 (HEREBY VACATED) v I m m m ? SCALE: 1 30' KRISTOPHER C. WINTERS, No. 2492 /14p) s V It Faq E­1 0) U 0 w lie co co U) z LL1 z LIJ z uj C:) 0 0 0 C) m z 0 u 0 u 0 01f w w Lu CL LLj CL Lu a- cby) co co PQ cn CD W cn CD � CD 0 _j X U) PROJECT NO: 8438 .SHEET NO: V11 11 OF 17 DATE: J U N E 3) 2018 \ NEW 20' ACSA \ I SANITARY SEWER EASEMENT* I f '7 . 6 1 ''"ti r t 11 0, 0;}v i NEW 20' ACSA ...................SANITARY SEWER i EASEMENT* NI� i,tjy\\ 0. 20' ACSA SANITARY ,f J /s; , }� �� 'l'„ \ `% ' SEWER EASEMENT D.B. 4586 PG. 106 /; ,;�,� `' 'j`\, �,�` HEREBY VACATED � _ /z, /` �� `'. `��' (.�,;; ..���„-',� ) ��., _ \ 1.,1 \ I i 1, 11 v ' , \ �.1.'.. LOT i?04 ; \ 0,130 A C L01' 2103 •, 0.1 35 AC. . \1 ;✓ / \ 07 i �,`�' ' 20' ACSA SANITARY 0,1`30 �lC. / i/ • :• r) j SEWER EASEMENT D.B. 4586 PG. 106 (PORTION WITHIN ;'.v i NEW PUBLIC R/W HEREBY VACATED) % 20' ACSA / WATER EASEMENT D.B. 4586 PG. 106 ;X (HEREBY VACATED) \ d �. !> LOT 198 / ro / NEW 201 A SANITARY S EASEMENT* MAINTENANCE EASEMENT (TYP) \• AC / / / 'sY %r H Cis: AS � , ; r y'!f'u `�� Ei `� B i \'• 1 \ �E .B, w84 % ?'C. 638 i \ ... :i 0r — n N I_ I`l�:.YY f:)i...I...'�i...':J!.:. (D.B. "')*01-1 N(. 415"? \ SIGHT DISTANCE EASEMENT (HEREBY DEDICATED TO PUBLIC USE. SK DISTANCE EASEMENT SHALL BE KEPT CL OF VISUAL OBSTRUCTIONS, INCLUDING BUT D.B. i�i`% F�'(�. NOT LIMITED TO FENCES, STRUCTURES AND LANDSCAPING.) L=4.46 (TIE) N: 3915300.19 E• 11496717.74 L=26.37'(TIE)Ci � )' 23 40.69' 7 �,�✓� ',,, JOT 415 �. NEW 20' ACSA SANITARY SEWER EASEMENT* -' 0.1 ��,S � C. ; 1 \, NEW 10' PRIVATE R / SANITARY LATERAL- . EASEMENT* LOT 199 / 1, / .'ny% 1. 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Z 411 CO) =5 20' PUBLIC s '` , '; - r / DRAINAGE EASEMENT 1, <A D.B. 4583 PG. 391 88 co (HEREBY VACATED) \; Z O Z 0 0. 1 A LL z L 0 T -2 2 lip 0� z Y, x "4\ �� 1 �\ 4 \� ; .5\ \ \C' ;3 !"' 1, 20' PRIVATE L 0 DRAINAGE EASEMENT W 3: V A F), PRIVA E R D.B. 4583 PG. 375 a: 0 (L y t 0.056 AC TEMPORARY TURNAROUND 0 X EASEMENT '� ' `-,v -`\ , , ,-1 ,. \ g.06 5� E � \\ �` � � � . .�; \ ,;.� � Q � �b < 41 \ ' \\' jJ/., ` /, \\ n \ ; , All (TIE) 0. 1 P -4 7 10 L=8.45' V \ ,' ;' VARIABLE WIDTH PUBLIC '`; ,�� \ Z X. �,, STORM DRAIN EASEMENT o W p 9 . -� \ , r '�l:J \ 7LO'j 111� I C2 N. 5 A C 0, 11' V1, N21. -PULILIC R,,"N" .1) 0 7' 914 cc cy) 0,156 C. 3.666 AC\' �\ E-1 Ire d % Ce) CD 1,07' 220 Av, Ny 0.103 ? \ JP / Lu %ox LL] (n (n U) C) AC LOT 215 ;j��\ (\�Y 1- I- F- z z z X U. 16 3 AC, w ui Lu y 1, 0 7" 219 c) 0 0 0 E 0 C) 0 > A-1 V\ �\ \ / ` m CO) 0 LL X/o, TEMPI W L \\� \N\\\ z z z 3: X, \\/\ , \� �.: •..i 1 \ / si `� Jar. iF,,,`• \ �� F"I V 1 5 5 :5 V u c) 0 0 0 Lu Lu Lli \ � , 0.130 0- a_ a_ 1�2 P5\ t:, N\ V j f\,] D _R M R" I 1�, E I ;ICI Mn T A BEIF Q ',A A TEri 9 k, 0. 14� AC, //VG) 20' PRIVATE Q0 O \",)DRAINAGE EASEMENT f_1 D.B. 4583 PG. 375 LOT 2 1 cf) E­1 t-�A IX, f:L4 ;_31 .11011, 21? 8 t.4vc U) 0 F4 0.116 A( 001, C) /c LEGEND ...—STORM DRAINAGE EASEMENT 30' 0, 30' _60' 90' SCALE: 1 "=30' L\ . L E _j C) F_ 7. 411, i 1 0 t ab, LuC:) . . . ............... . . . .............. .. . . ............... 7 '-';- zz_,; 0 — ­­ ----- F- al,,r, iv spil cn a- F_ PROJECT NO: 8438 �,LTH op rMP 62)uo 11 7 ..... 160 SHEET NO: 11EDYIEDEK 11/F 1\1EB''0hi D B, / `' �0' U KRISTOPHER C. WINTERS > \.\ /� \No. 2492 _,j 13 OF 17 SUR Y DATE: JUNE 3, 2018 , _~ ^v KJ ~� .` / ` VARIABLE WIDTH PUBLIC STORM DRAIN EASEMENT c� TWP 02A3-1 N/F BELVE[ERE LANO HOLD|N�3' LLC (D.B. 5O12 � 30' O' 30' 80' 90' Qj ' =/ U /' �^�'~�� 7"111' GI 160 RP-,""7D11h`,` (AIRT A) ccy,) N 5. 0 a, t C­ TZ111.1p 61 160 (TAR.'l ) o O� r?02 A C )jZjF "N 0 Q4 Q� N Q) cn VARIABLE WIDTH PUBLIC IC14 0 STORM DRAIN EASEMENT 8 CL Z S, 4 6 E co zt P, 6 191 \ \ \\ \ \>�6) IUL 0 R1, co 61'r Z�6 0 W z N. ..... -10 .......... co Lu V C4 C6 6,) U C) CL 0 0 0) ...... Lu 'Aff" 6 1 16 0 RE'�`S'JD Lu J/ I Rifl, UZ 0.11261 A A 0. N V: 1­%E-IfRz [..AND I 'V V/ ---------- v / C., < C) E­1 CY) m L 0 7" 19,09 C) Ile C) LLj U) C) U) U) VARIABLE WIDTH PRIVATE z z z r, �/,,� , r' ' S `STORM DRAIN EASEMENT E­1 C) Ile > 0 0 0 T STORM DRAIN EASEMENT m 7-11"Llf I-) 1r; I I p F" 1� sz) 07, "?to VARIABLE WIDTH PUBLIC L S31 14'119 low 9 C) 0 0, 135 AC. z z z 5 A s SO0� `W A(,, W 0 0 0 gz� 0 S59*22'37"E 14 � N30'37'23"E,�c7; Lu LLI LLI 1 15,11111 1� CL CL CL 10.00' 4 1.51' 10'0( VA CD L) 0 7 11 S�j z ...............S30*3' 7'23"W .5.116 v- \< n 195 —j - 6i ------- - ------- ') ­­­ V// ......... (N cy") C) cn . . ...... ........... VARIABLE WIDTH PRIVATE k5' STORM DRAIN EASEMENT co 0 v > 4�. .. ........ L 0 71 908 '07 ? OS 54 n j ix -06 10 T 0 of".5 0 1 �,3 A .1d 1, 2 6, 0 -124 07' 04 E­1 � 0.1130 CD A rQ L 0 7! 0 % rf� v 0 135 -A(, 00 A.. �D 1101,11i 200 0 q, AL 61W1C0.3 .11. ic) W .30 /1 O'l LEGEND U) OO STORM DRAINAGE EASEMENT 0 PROJECT NO: 8438 N1, T H op SHEET NO: p 30' o30' 60' go, SCALE: 1"=30' KRISTOPHER C. WINTERS > No/ �� . 2492 1106)41C 15 OF 17 ........... kc kcx s 2018 DATE: JUNE 31 v s 6. \ ..��A, \ 1 f1 t 1 J ) ! l CJ L L} J's l! i. Jr1.f' �! ��i 1 �} 1 ' B ) (: r f's '3"E S59'22'37"E •10.00 .51' S30'3723"W 15.16' , VARIABLE WIDTH PRIVATE STORM DRAIN EASEMENT VARIABLE WIDTH PUBLIC STORM DRAIN EASEMENT I`I r• !.. i:; I... v %)(::.I?I:.. I...AInd .l y N: 3915300.19 E:11496717.74 0.0 G" A / s �)���%C'•J F _ / \y J� ( / �6 / \ t. I LOT 204 ' i i • 1. �\ % j '\,\\�\:. �\ / \\\ �. t h r• ,.. f `l LOT 203 Q0 LOT 200 LI , 1 0C LOT 199 / :C• , LOT 198 II \ L ro, Y B.B. r8 6,5�) L�„I::' ;2G/-0"J, --- A INC 8 p v. LOT 197 \ i ; \.� % tt ,.-)'', LEGEND ' STORM DRAINAGE EASEMENT > �J F B01"`1[�`. "TO'N' VEI I T Ili RF'S, LLNLORA ., ' a U� cco,Nw W ..W � N o � 0 , z 5t co co _j 0 W 2° v o� , pz 0 W J 01, O� W= W � V a Colo) co W W T c�R V 2 0 W CO U z z z O N Y O O O w� :5 Z5 O O O o a a. 12 O O r ���,LTH OP Nt' . 0 � U KRISTOPHER C. WINTERS No. 2492 �— fV m W C) � M O CD V L O A E� Z w O Q _ F-+--1 cn O F- U F of W _ E- i PROJECT NO: 8438 SHEET N0: V16 16 OF 17 DATE: JUNE 3, 2018 Curve Table Curve Length Radius Delta Tangent Chord Chord Bearing C1 34.81' 2529.50' 0*47'18" 17.40' 34.81' N 38'02'43" E C2 4.11' 2470.50' 0005'43" 2.05' 4.11' N 37043'36" E C3 13.06' 8.50' 88'03'38" 8.22' 11.82' N 81 *48'17" E C4 144.40' 378.50' 21'51'31" 73.09' 143.53' N 65'05'40" W C5 199.52' 471.50' 24*14'41" 101.27' 198.03' S 63054'05" E C6 25.93' 24.50' 60037'44" 14.32' 24.73' S 79'29'53" E C7 34.83' 24.50' 81'2725" 21.09' 31.97' N 08009'27" W C8 32.60' 24.50' 7613'48" 19.22' 30.24' S 86441'37" E C9 31.87' 22.50' 81'08'47" 19.27' 29.27' N 08'00'08" W C10 36.21' 50.00' 41 *29'17" 18.94' 35.42' S 23*08'13" W C11 121,24' 116.50' 59'37'34" 66.76' 115.84' N 00*55'11" E C12 121.24' 116.50' 59'37'34" 66.76' 115.84' S 86'50'32" W C13 32.35' 30.00' 61646'50" 17.95' 30.80' N 79'55'50" E C14 6.13' 24.00' 14'38'09" 3.08' 6.11' N 2515'12" E C15 6.13' 24.00' 14'38'09" 3.08' 6.11' N 62030'24" E C16 6.14' 24.00' 14'39'05" 3.09' 6.12' N 2514'43" E C17 8.81' 24.00' 21'01'37" 4.45' 8.76' N 5918'40" E C18 18.29' 12.50' 83051'14" 11.23' 16.70' S 89'41'33" E C19 248.21' 1964.50' 7*14'21" 124.27' 248.05' N 4015'41" E C20 16.00' 453.50' 2001'17" 8.00' 16.00' N 58'06'30" W C21 14.71' 12.50' 67'26'39" 8.34' 13.88' N 8910'49" E C22 46.04' 329.50' 8'00'21" 23.06' 46.00' S 59'27'41" W C23 26.30' 12.50' 120'33'40" 21.90' 21.71 S 03'11'01" W C24 9.11' 8.00' 65'15'08" 5.12' 8.63' S 22'42'29" E C25 166.49' 32.00' 298'05'53" 19.19' 32.92' N 40052'08" E C26 9.37' 23.00' 23*21'10" 4.75' 9.31' S 83029'46" W C27 19.64' 12.50' 90'00'03" 12.50' 17.68' S 01'07'10" E C28 189.49' 346.50' 3119'59" 97.18' 187.14' S 61*47'11" E C29 145.61' 453.50' 18'23'49" 73.44' 144.99' N 6815'16" W C30 19.64' 12.50' 90'00'03" 12.50' 17.68' N 01007'10" W C31 8.41' 24.00' 20'04'04" 4.25' 8.36' S 651331" W C32 50.11' 45.00' 63*48'12" 28.01' 47.56' N 75'46'59" E C33 j 19.63' 12.50' 89059'57" 12.50' 17.68' N 88052'50" E C34 8.41' 24.00' 20*05'10" 4.25' 8.37' S 22'31'33" W C35 8.41' 24.00' 20004'06" 4.25' 8.36' S 65*13'30" W C36 19.64' 12.50' 90000'03" 12.50' 17.68' N 01 "07'10" W C37 9.68' 9.00' 61037'36" 5.37' 9.22' S 13004'03" W C38 19.63' 12.50' 90'00'00" 12.50' 17.68' S 88'52'51" W C39 42.33' 528.50' 4*35'19" 21.17' 42.31' S 48'24'48" E Curve Table Curve Length Radius Delta Tangent Chord Chord Bearing C40 42.73' 471.50' 511'31" 21.38' 42.71' S 48'42'54" E C41 19.63' 12.50' 90000'00" 12.50' 17.68' S 01'07'09" E C42 19.63' 12.50' 90000'00" 12.50' 17.68' S 88'52'51" W C43 46.24' 528.50' 5'00'46" 23.13' 46.22' S 48'37'32" E C44 19.63' 12.50' 89*59957" 12.50' 17.68' N 88052'50" E C45 3.57' 24.00' 8631'01" 1.79' 3.56' S 2211'31" W C46 8.37' 24.00' 19'59'36" 4.23' 8.33' S 65016'18" W C47 19.64' 12.50' 90'00'03" 12.50' 17.68' N 01007'10" W C48 19.63' 12.50' 89'59'57" 12.50' 17.68' S 88'52'50" W C49 19.63' 12.50' 90000'00" 12.50' 17.68' S 01'07'09" E C50 220.66' 403.50' 31819'59" 113.16' 217.92' S 61447'11" E C51 22.19' 34.00' 37*23'17" 11.50' 21.79' N 14'59'42" E C52 22.00' 34.00' 37004'46" 11.40' 21.62' S 52*13'44" W C53 43.81' 210.00' 11057'07" 21.98' 43.73' S 27'42'47" W C54 73.43' 190.00' 22608'37" 37.18' 72.97' N 32'48'33" E C55 7.72' 24.00' 18026'10" 3.89' 7.69' N 64'24'32" E C56 14.80' 24.00' 35'20'05" 7.64' 14.57' S 14054'13" W C57 31.96' 210.00' 8043'16" 16.01' 31.93' N 39"31'13" E C58 31.38' 22.00' 81043'08" 19.03' 28.79' S 76601'10" W C59 15.68' 471.50' 1054'19" 7.84' 15.68' S 47404'18" E C60 51.46' 270.50' 10*53'58" 25.81' 51.38' S 38'26'34" W C61 184.92' 2529.50' 4'11'19" 92.50' 184.88' N 35005'16" E C62 21.44' 12.50' 98*16'06" 14.45' 18.91' N 07'57'46" W C63 179.61' 2470.50' 4009'56" 89.84' 179.57' N 35'04'33" E C64 47.03' 329.50' 810'41" 23.56' 46.99' S 37004'56" W C65 6.17' 24.00' 14'43'10" 3.10' 6.15' N 2517'43" E C66 140.87' 396.50' 20'21'21" 71.18' 140.13' N 6716'30" W C67 7.98' 24.00' 19'03'03" 4.03' 7.94' S 77'50'43" E C68 110,05' 274.00' 23'00'46" 55.78' 109.31' N 68636'12" W C69 131.30' 446.00' 16'52'04" 66.13' 130.83' S 71'40'32" E C70 33.91' 22.00' 88*19'34" 21.37' 30.65' S 19'04'43" E C71 28.53' 190.00' 8*36'17" 14.29' 28.51' S 29*23'12" W C72 138.17' 466.00' 16'59'18" 69.60' 137.67' S 71'36'55" E C73 102.02' 254.00' 23000'46" 51.71' 101.33' N 68*36'12" W C74 9.39' 24.00' 22'25'42" 4.76' 9.33' N 34'22'28" W C75 141.55' 136.96' 59012'58" 77.83' 135.33' N 1415'00" E C76 125.22' 134.27' 53'26'02" 67.58' 120.73' N 11'21'32" E C77 134.54' 144.27' 53026'02" 72.61' 129.72' N 11'21'32" E C78 131.22' 126.96' 59*12'58" 72.15' 125.45' N 1415'00" E ��LTH OP 1 U KRISTOPHER C. WINTERS � No. 2492 uR Ew-i °� U Y m 0 w Y U w C) U) c U Z' W W W 0 U 0 0 0 0 Y 0.' U U U m W C/D :D :D r�w� 0 0 0 0 w w w IL a a a z O�j r- N c� I I U 0 c0 � � O O W U Q � O � W F- O I= 0 F- ww w w 0 1 F- I 2 d F- U) PROJECT NO: 8438 SHEET N0: V17 17 OF 17 DATE: JUNE 37 2018