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HomeMy WebLinkAboutSUB201600079 Plat - Approved 2017-03-06G T. * TYPICAL WATER & SANITARY AVENUE SEWER EASEMENTS ( N r.S) MH, FIRE HMANT, BLOW -OFF, WATER METER OR OTHER WATERIJNE zoo THREE r�orcH'D RD.T OR SANITARY SEWER APPURIENANCE � CROZL'T CSX R ©GE R0. -10' FOOTHILLS PHASE 1 10, 20' HASE 2 * THE DEVELOPER RESERVES THE RIGHT TO VACATE OR 240 REVISE ANY EASEMENT HEREON PROVIDED THE PROPER. TMP 56K-AlF,� AUTHORITY AGREES ACROZETVENUE CROZE� � cSx * 20' WATER AND SANITARY SEI+I�'R EASEMENTS ARE TO BE AVENUE P.56-53 PARK PARR RESIDUE CENTERED ON THE ASSUILT LOCATTDNS OF THE LINES WESTLAKE WESTHALL HILLS �tin9hn�E p IT era , RESERVOIR WATERSHED 240 TO IVY LICKINGHOLE CREEK WATER SUPPLY WATERSHED. AGRICEULTURAL - FORESTAL DISTRICT FOXDALE LANE THIS SIZE DOES NOT LIE WIM AN AGRICULTURAL -FORESTAL DIS7RICr. ROCKFISH GAP TPKE WNING R-1 RESIDENTIAL aUSTER DEVELOPMENT AND BONUS DiNSIT STANDARDS ARE BEING IMPLEMEN70 BROWNSILE ROAD VICINITY MAP (1" = 2000't) 1. THE DEVELOPER RESERVES A 10' UTILITY AND/OR DRAINAGE EASEMENT ALONG ALL FRONT LOT LINES, 10' ALONG ALL REAR LOT LINES AND 5' ALONG ALL SIDE LOT LINES. 2. THE DEVELOPER RESERVES ALL THOSE WATER AND SEWER EASEMENTS THAT WILL BE REQUIRED BY A.C.S.A. IN ORDER TO ASSUME THE MAINTENANCE RESPONSIBILITY FOR THESE UTILITIES. 3. WATER AND SEWER EASEMENTS ARE TO BE CENTERED ON THE AS -BUILT LOCATIONS OF THE LINES. 4. THE DEVELOPER RESERVES ALL THOSE DRAINAGE EASEMENTS AS WILL BE NECESSARY TO PROPERLY MAINTAIN ALL ROADS. SHOULD ANY STORM LINE OR DRAINAGE STRUCTURE BE BUILT SIGNIFICANTLY DIFFERENT FROM THE PROPOSED ALIGNMENT SHOWN HEREON, THE NEW EASEMENT ALIGNMENT SHALL BE RE -PLATTED. 5. ALL DRAINAGE EASEMENTS ARE TO BE DEDICATED TO PUBLIC USE. 6. 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. 7. THE COMMON OPEN SPACE SHALT. BE OWNED, CONTROLLED, AND MAINTAINED BY THE WESTLAKE HILLS COMMUNITY ASSOCIATION. 8. COMMON OPEN SPACE AREAS ARE RESERVED WITH PRIORITY FOR WATER, SANITARY AND STORM SEWER WHERE APPLICABLE, BUT NOT TO THE EXCLUSION OF OTHER USES. THE DEVELOPER RESERVES THE RIGHT TO CREATE, REVISE OR VACATE EASEMENTS WITHIN THE OPEN SPACE. 9. ONLY ONE DWELLING UNIT PER LOT. 10. ALL LOTS SHALL BE SERVED BY PUBLIC WATER AND SEWER. 11. THE AREA SHOWN HEREON IS LOCATED IN ZONE Y AND DOES NOT FALL WITHIN FLOOD HAZARD ZONE "A" FOR A 100 YEAR FLOOD AS SHOWN ON COMMUNITY PANEL NUMBERS 510006 0229 D, 510006 235 D, 510006 0237 D, 510006 0245 D, 510006 0450 D AND 510006 0475 D. EFFECTIVE DATE: FEBRUARY 4, 2005, EXCEPT FOR AREAS SHOWN HEREON SHEETS V2-V8. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF PROJECT. 12. THE STREAM BUFFER SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE, 11THE EXTERIOR BOUNDARY IS BASED ON AN ACTUAL FIELD RUN SURVEY PERFORMED BY THIS OFFICE ON MARCH 20, 2013. 14. NO TITLE REPORT WAS PROVIDED FOR THIS SURVEY. 15. UTILITIES AND EASEMENTS OTHER THAN THOSE SHOWN HEREON MAY EXIST. 16. INDICATES IRON TO BE SET UNLESS OTHERWISE NOTED. NO IRONS ARE TO BE SET AT THE EASEMENT CORNERS. 17.STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 46 ON CENTER IN ACCORDANCE WITH THE VDOT AND ALBEMARLE COUNTY STANDARDS. 18. ALL NEW PUBLIC STREET RIGHT --OF WAYS SHOWN HEREON ARE HEREBY DEDICATED TO THE COUNTY FOR PUBLIC USE. 19. EACH LOT SHOWN HEREON CONTAINS A MINIMUM BUILDING SITE AREA OF 6038 SF, AS WAS DETERMINED TO BE THE REQUIRED MINIMUM AREA DURING THE PRELIMINARY SUBDIVISION PLAT APPROVAL PROCESS PER CHAPTER 18, SECTIONS 4.2.1 AND 4 2.2(B)1 OF THE ALBEMARLE COUNTY CODE. 2O.A SEPARATE WAIVER REQUEST WAS APPROVED BY THE BOARD OF SUPERVISORS FOR THE 1.40 AC. OF PROPOSED CRTICAL SLOPE IMPACTS UNDER THE PRELIMINARY PLAT APPROVAL SUB--2012-38. 21. SUBJECT PARCEL DOES NOT LIE WITHIN A STATE OR FEDERAL DAM BREAK INUNDATION ZONE PER ALBEMARLE COUNTY GIs. SETBACKS: R1 (="RL4 FRONT - 5 FEET FROM THE RIGHT--OF-WAY OR THE EXTERIOR EDGE OF THE SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE RIGHT-OF-WAY SIDE - NONE, 10' MINIMUM BUILDING SEPARATION REAR - 20' FRONT LOADING GARAGE: 18 FEET FROM THE RIGHT-OF-WAY OR THE ID(T1wRIOR EDGE OF THE SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE RIGHT-OF-WAY SIDE LOADING GARAGE: 5 FEET FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE RIGHT-OF-WAY FRONT SETBACK LINES AT CUL-DE-SAC SET AT MINIMUM 80' LOT WIDTH. EXISTING AND PROPOSED DENSITIES AND OPEN SPACES FOR ALL PHASES: (TABLE PER APPROVED PHASE 11, ill & IV ROAD PLAN BY COLLINS ENGINEERING, REVISION DATED 1/28/15, NTH ADDITIONAL UNACCOUNTED FOR OPEN SPACE E(1) AND REVISED AREAS FOR "OPEN SPACE A (PHASE 11) AND "OPEN SPACE B (PHASE 11), AS SHOWN HEREON) PHASE I: 47 UNITS 47/46.08 AC = 1.02 DU/AC ER PHASE I PLAT D.B. 4518 PG. 1) PHASE II: 27 UNITS 27/26.48 AC = 1.02 -DU/AC (PER ABOVE REFERENCED PLAN) PHASE III: 17 UNITS 17/17.00 AC = 1.00 DU/AC E A5f Iy: M UNITS 46/50.36 A.0 , _ 0.9_,�1 DU/AC 137 UNITS 137/139.92 AC = 1.02 DU/AC THE MAXIMUM ALLOWABLE DENSITY, AS SPECIFIED IN THE APPROVED WESTLAKE HILL SUBDIVISION PRELIMINARY SUBDIVISION PLAT (SUB201200083), IS 1.02 DU/AC.) OPEN SPACE: ORIGINAL SITE ACREAGE=139.92 AC* OPEN SPACE (PHASE 1) = 15.97 AC (15.97 AC/46.09 AC) = 34.6% OPEN SPACE PHASE I* BLA LOT 25, PHASE I = -0.07 AC (15.90 AC/46.09 AC) = 34.5% OPEN SPACE PHASE I OPEN SPACE A (PHASE 11) = 0.65 AC OPEN SPACE B (PHASE II) = 10.65 AC OPEN SPACE E(1) (PHASE II) = 0.18 AC ((0.18+0.66+10.63)/26.48 AC)= 43.31% OPEN SPACE PHASE IL OPEN SPACE C (PHASE III) = 2.31 AC OPEN SPACE D (PHASE 111) = 4.19 AC ((2.31+419)/17.00 AC) = 38.23% OPEN SPACE PHASE III OPEN SPANCE EM S = 2184 AC 2 6 C =SPACE -PHASE TOTAL OPEN SPACE PROPOSED = 59.72 AC (59-72/139.92 AC) = 42.68% OPEN SPACE TOTAL (TOTAL OPEN SPACE PROPOSED PER SUB201200038 58.39 AC OUT OF 140.186 AC (41.77.). TOTAL INITIAL ACREAGE SHOWN ON PRELIMINARY PLAT VARIES FROM EXISTING ACREAGE.) *(AS SHOWN ON PLAT OF RECORD AS RECORDED IN D.B. 4518 PG. 1 OF THE CIRCUIT COURT CLERK'S OFFICE OF ALBEMARLE COUNTY, VIRGINIA. THERE IS A ONE HUNDREDTH ACRE VARIANCE BETWEEN PLAT OF RECORD AND REFERENCED SITE PLAN FOR TMP 56-53 RESIDUE.) 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 � cc COUNTY, VA REGARDING THE PLATTING OF SUBDIVISIONS WITHIN THE COUNTY HAVE BEEN COMPLIED WITH. - STATEMENT OF ' TITLE TMP's 56-53 THE LAND SHOWN WAS OBTAIN® BY LICKINGHOLE CREEK, LLC. BY DEED DATED m 4/21/2004 AND RECORDED AT D.S. 2733 P. 150, AND TO THE BEST OF MY 4Q 0 b Z KNOWLEDGE MEETS ALL THE REQUIREMENTS REGARDING THE PLATTING OF D 1~ SUBDIVISIONS. SUBJECT PARCEL IS THE RESIDUE OF "WESTLAKE HILLS, PHASE 1" Q " AS RECORDED AT D.B. 4518,.P. 1 OF THE CIRCUIT COURT CLERK'S OFFICE OF Q a W S m ALBEMARLE COUNTY, VA. Q Z AREA SUMMARY (PHASE II) °� co Z ORIGINAL AREA TMP' 56-53 RESIDUE 93.828 AC Z 102 0 v AREA IN NEW LOTS 12.710 AC NEW ROADS 2.281 AC ui z PHASE II OPEN SPACE A 0.653 AC TT� tq 0 0 ..� PHASE 11 OPEN SPACE B 10.655 AC 76.6% OF DEVELOPED AREA V D k Z z PHASE 11 OPEN SPACE E(l)A.179 AG OF PHASE 11 ONLY BEING: G RESIDUE 67.350 AC (11.487 AC OPEN SPACE/ 0 >• w = --.--..-_..---------------------- TOTAL ... 93.828 AC 14.911 AC DEVELOPED AREA.) 4. w o L E rrZ�� V DENSITY (PHASE 10 AUOWABLLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT Q N SECCNON 3i i z n 0 97 x BONUS i+ o5Pj�-- 102EDr LAC As sPl aF7El3 C/ DENSITY PROPOSED PHASE 1I: 27 UNIIS(47 TOTAL). ( c U 27126.478 AC = 1.02 DUTAN T C ` (PER APPROVED PRELIMINARY SUBDIVISION PLAT SUB2012OW38) A rn v N } uj COUNTY APPROVAL uu s 0 uzr w uZr w 6mmA...�. la>` AGENT FOR THE: BOARD OF SUPERVISORS DATE C g O O O O Y A O 0 UV' O a a STATEMENT OF CONSENT TO DIVISION w Oi\[ M d ifs 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 2733, PAGE 150, ALSO KNOWN AS TAX MAP 56 PARCEL. 53, ACCORDING TO COUNTY RECORDS, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY. E4 LICKINGHOLE CREEK„ LLC (AGENT RESENTATIVE) STATE OF VIRGINIA C� COUNTY OF ALBEMARLE TO WIT- THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE MV`5on By 0 BLI ON BEHALFOF LICKINGHOLE CREEK, LLC M ��M7633624• _ THIS Z. DAY OF Alac!�Aa._ 2011 + , = EXPIRESSrotV`== .� 08/3t/20f9 �� H MY COMMISSION EXPIRES: w s1 l_o` i aN I U) PROJECT NO: 8509 SHEET INDEX � �� p.L T x of �j . V1 COVER SHEET o �G� V2 EXISTING BOUNDARY CONDITIONS V3 SUBDIVISION OVERALL o V4 SUBDIVISION 1 T. LEUBET MR a V5 SUBDIVISION 2 Lie. No. 1507-B V6 EASEMENTS 1 1 OF 8 V7 EASEMENTS 2 �y � I2 I(G ' V8 TABLES & EASEMENTS d _ s uRS DATE: APRIL 8, 2016 TMP 56If A 1 N/F FOOTHILLS CROSSING INC D.B. 2347 P. 78 D.B. 4319 P. 403 (PLAT) D.B. 3794 P. 04 (PLAT) 20' ACSA SEWER ESMT D.B. 2041 P. 682 (PLAT) PUBLIC GREENWAY EASEMENT D.B. 4759 P. 407 \ PHASE I -�'�� ✓ OPEN SPACE i IF = 22962.23SLOT 28 15RflA 71' 100' ST BUFFER r�6 IF' IF N28`07'37"E lcb 181.58'(TOTAL) N26 36'20"W IF 21.01' IF N22'24'08"W 54.90' N 20'00'17"W 7 174.62' LOT 27 IF - 'SEE SHEET V4 FOR , \, LOT 26 IF BOUNDARY CALLS '` IF IF LOT S55 02'01 "W THIS AREA 47 59.34 WESTHALL DRM __- i IF � IF S72'26'28"W '1 ' LOT 4 �_-�� ,. LOT 45,E N17'33'32'W 20.85' LOT 44 IF N22'48'18"W WESTLAKE HILLS _ ' PHASE I D.B. 4518 PP. 1-18 100' STREAM BUFFER LOT 42 LOT 41 -LOT 40 LOT 39 r82.71 N21'20'17"W 1 103.20' 1 N20'5331 "W 106.14'o �'';j�' N37'09'15"W E ) I 1128•6 ' \IAA-All'IC"Ill PHASE I OPEN SPACE 20' R# Tg F EXISTING 100 YEAR FLOOD PLAIN AND STREAM BUFFER 100' STREAM BUFFER 59.40' -�S85'00'08"W 31.60' 4518 P. 1 N N = 21750.50' ram- E = 16507.11' �� ��09 30' RWSA ESMT D.B. 815 P. 59 (PLAT)`�- ��r PUBLIC GREENWAY EASEMENT D.B. 4759 P. 407 1 ,1 ! TMP 56-98B i N/F JACKSON, CINDY ALLRED !, OR JOHN W. D.B. 1887 P. 404 i t i 1 TMP 56x A ' N/F HOMEOWNERS i ASSOCIATION OF FOOTHILLS CROSSING INC 1 �D.B. 4260 P. 325 t V.B. 3794 P. 04 (PLAT) � DMMDN OPEN SPACE N = 23869.09' ! \ E = 17735.28' I9 93.828 AC. 100' STREAM BUFFER EXISTING 11 FLOOD PLA STREAM Bl PUBLIC GREENWAY EASEMENT ' D.B. 4759 P. 407 126.67' N85'03'26"W 56`'eS! 5g6.39' EXISTING 100 YEAR FLOOD PLAIN AND STREAM BUFFER PUBLIC GREENWAY EASE D.B. 4759 P. 407 TMP 56E-01-B N/F WESTERN RIDGE OWNERS ASSOCIATION, INC D.B. 1682 P. 575 D.B. 1538 P. 211 (PLAT) TMP 56E--02-C ,^ HIGHLANDS WEST LA \F` \ �` D.B. 1698 P. 116 (PLAT) S31'22'20"E TMP 56E-02-A 167.07' NIP WESTERN RIDGE %OWNERS ASSOCIATION, INC D.B. 3130 P. 64 �s, i D.B. 1698 P. 116 (PLAT) 30' RWSA SEWER ESMT D.B. 815 P. 59 (PLAT) MITIGATION EASEMENT AREA FOR WHITTINGTON SUBDIVISION D.B. 4775 P. 553 MITIGATION EASEMENT AREA FOR WHITIINGTON SUBDIVISION D.B. 4775 P. 553 L,S28'05'41 "W 143.47' S6653'51 "W 79.42' 33856'42"W ?78.18' S36'03'24'W 36.62' TMP 56-99A N/F WAFF, JOSEPH J. III & ELLEN S. D.B. 1715 P. 569 SCALE: 1 0 200 400 eS7 234'33"W 75.69' f " 3©0� 5e�'W --S40'47'25"W 42.91' S12`49'37"W 90.00, TMP 56-93A N/F RIVANNA WATER & L' SEWER AUTHORITY p.B._ 1240 P. 483 WS09'22'38"E-?��,��"� 579 45 24 W TMP 56G A 70.78' , NIP FOXCHASE OWNERS ASSOCIATION, INC D.B. 3356 P. 716 , I k t k 1{i 1 , 1 k 1 S32`23'15"E 163.40' S22`25'05"E 39.45' N = 22525.47' E = 18546.21' <*�y �l1 Z Z ob z C O �W s g �z ()to � oQLL o z �o0J L'7 j lu Z Z z ob.w=W w �� c�a 4W W � w w � iz:04 U A {!3 E!J Ui c3 ut U C13 � 4 2 � 0 0000 �A 0 5 0 5 0 5 0 c o EL EL Q.. EL N O 1 04 co 1�r w Q % z 1 k 1 ,`, z , ! 0 rWn� U k A H C5 1� rn F- ui Lu r) -j W NL T H o f � PROJECT NO: 8509 off$ j 6� SHEET NO: v VM11AMI LEDBET ER V 2 Lic. No. 1507-B 2 OF 6 d sup, APRIL 8, 2016 TMP 56K-Af N/F FOOTHILLS CROSSING INC D.B. 2347 P. 78 D.B. 4319 P. 403 (PLAT) D.B. 3794 P. 04 (PLAT) <* TMP 56K-A, N/F HOMEOWNERS , Z ASSOCIATION OF FOOTHILLS '� Z CROSSING INC D.B. 4260 P. 325 Z m \ TMP 56E-01-B Q 0 S D.B. 3794 P. 04 (PLAT) N/F WESTERN RIDGE P" ft " ? COMMON OPEN SPACE / 0 !� . OWNERS ASSOCIATION, INC u co i D.B. 1682 P. 575 / O qccW 5 p2 D.B. 1638 P. 211 (PLAT) / V 0 v O -3! 596.39' 01 d� PUBLIC GREENWAY EASEMENT D.B. 4759 P. 407 -' EXISTING 100 YEAR FLOOD PLAIN AND OPEN SPACE A N�S� �-'/'� STREAM BUFFER PHASE I 0.653 AC. OPEN SPACE -S24'201Q8"E .86.00' S23'17'09"E`- 100' STREAM BUFFER i 61. DO ALL NEW PUBLIC STREET iLOT29 `�- F' RIGHT-OF-WAYS SHOWN LOTi " LOT LOT HEREON ARE HEREBY EI 72 73 74��- �.1�ag �?j DEDICATED TO THE COUNTY ' 1 LOT 28 100' STREAM- ` --� -` \ ' t ` FOR PUBLIC USE. i'% t BUFFER "-�-- LOT �� g� LOT ,1 70 t �s LOT 27 71 LOT Y�' y t'69 LOTt t t \ .-.._.✓'` `+1 �r LOT 2S 48 t t �1 LOT � LOT t LOT ,; Cl\ s$ t t WESTHA.LL DRIVE 47 49 o LOT I HASE II OPEN- ► 67 ` S18'48'21"E SPACE E(1) t LOT t i 82.51' SEE SHEET V4 FOR 1 0.179 AC. i 50 t ^ LOT t S26'50'27"E 100 STREAM BUFFER BOUNDARY CALLS THIS \ LOT 46.-�-- �t , LOT ttt 66 t 41.11' �- AREA LOT 45,E t 51 65T N86'22'06"E \. /'- LOT 44 LOT ;-166.13' `�v' WESTLAKE HILLS t 52 t L0� j PHASE I �'-- D.B. 4518 PP. 1-18"- LOT3 j \� LOT , 64 - _ LOT t�� LOT 62 LOT'o` 53 663 100' STREAM BUFFER LOT 42 LOT �� LO 60 v 2� srs L l ' LOT _ LOT 411 J • ` � 55 LOTLOT t 56 LOT LOT 59 , Ski 76'13'E LOT 40 58-41 PHASE I LOT 39 : \ OPEN SPACE EXISTING 100 YEAR FLOOD PLAIN AND 10.655 AC. . i OPEN sPACE � STREAM BUFFER rf' _ - -__ THP 56E-02-C `a'0 v !' HIGHLANDS WEST LP. t 0 cc rl 1698 P. 116 (PLAT) Q o z j TMP 56E-02 A q , EXISTING 100 YEAR Lr (� 0 FLOOD PLAIN AND \ `�' o� \� N/F WESTERN RIDGE , W w t. \rr,, 'o, ' OWNERS ASSOCIATION, INC " p W STREAM BUFFER �t D.B. 3130 P. D.B. 1698 P. 116 (PLAT) PUBLIC GREENWAY EASEMENTto 0 D.B. 4759 P. 407 w Lp S , t .\ to TMP 56-93A q r v N/F RIVANNA WATER & r- Q 2s' SEWER AUTHORITYLLJ 67.350 AC. f D.B. 1240 P. 483Lu to ~ j ♦--. _.__.__.___ . to z z z z N • • �-t W W W ul C)� �O2 2 2 2 t. rn C� 0 0 0 0 s U U U U 'sue A o S22`25'05"E U 0 0 39.45' cWi. a ate. w sib S40 47'25"W 42.91' O c� u� ¢ S12'49'37"W '�' ccn ��p 90.00' bZ S72'34'33"W \ 75.69' S7945'24"W TMP 56G A 70.78', NIP FOXCHASE OWNERS �� E+ ASSOCIATION, INC D.B. 3356 P. 716 ,� + ' S717 S66'53'51 "W \ .. O DO 7942 .Z 78s. k z ,-' Dg S38'56 42 W } O 94.69' c�ul n A -� 3'24"W LQ ss� PUBLIC GREENWAY EASEMENT �kl - n� 36 62�\, .� gyp, �p D.B. 4759 P. 407�� '�- fLu PUBLIC GREENWAY EASEMENT `L$� �� "�N TMP 56-99A �i t Lu it 1= _ to D.B. 4759 P. 407 _�-----__ 126.67' SrcS`�f NIP WAFF, JOSEPH J. III ~ -' N8503'26"W & ELLEN S. � �$Q� NO: $509 - f- - �- \ --- D.B. 1715 P. 569 } �Y,T H OF t'l slim m _--- 61 \ TMP 56--98B N/F JACKSON, CINDY ALLRED 200 0 200 400 600 I iR � V3 OR JOHN W. � � � Lzc. No. 1507-B i D.B. 1887 P. 404 \ SCALE: i"=200' 3 OF 8 (Z.) ! 2 ) 1 s iJR DAM APRIL 8, 2016 i PHASE I \ OPEN SPACE LOT 28 1 .1 1 00' STREAM BUFFE \ LOT 27 LOA LOT 46 I a _ _ 1 — I LOT 45 100' STREAM BUFFER _ ! LG 1 100' STREAM BUFFER LOT 65 c 20,032 SP MATCH LINE SHEET24 MATCH LIFE SHEET V5 N co a, co A PHASE II RESIDUE 67.350 AC. VOLT H OF 1 LEDBEM Lic. No. 1507-B d_ RrT-QV� U 4ca �u Z m a Om z U Z I� O mW Q of y � Z4 0 0 oft a W � WQ� u Z Z �W �i to 0 Z! 04 �a A 0-, " w w ••Z w w w w ©90000 b-4 0 A0 0 0 m w w w w Lo u s 1-4 O o A Q, Ld O LLJ ►, DATE: APRIL 8, 2016 0 0A is -&- IN, LOT 51 \ 20,149 SF z \. t LOT 65 / PHASE' RESIDUEo a s 0 z �+ i �][' 20,032 SF J' 67.350 AC. cc � � �' ^ rin .372`G 'Un11' 11 � W_ YMATI, Ll SCiL .f 4 �6= .� \• �r�t 2 -- MATCH LINE SHEET J j �. \ Q W s p 22.00 5 1 cyrc ►� --" "`_ 1 22� 0� j N86`22'D6'�E \ �` A 0 4. z U Z ©°° x3 LOT 52 `� --- , 20,070 SF ® 2D SBL LOT 64 �, tt 20,021 SF \ 1 0 f O LOT 62 rya \ L� \ lu j Z 21,154 SF 'm 0 60, D \ Q) 0� ww 1 1 } LOT 63 L, cn o� \ \ \ , t U a \ " 20,571 SF LOT 61 N „p \ 0 4111 LOT 53 a �� 20,003 SF \ �p 20,042 SF \- \ W i a j 1 11 ` � � o ���� `\ � �• Z � �• , -5g`� � � c� ��J / dos! ���36 3 \ � O i s 0 4cn ai co � \ LOT 54 �� O/ Gt� ® \ v 20, 036 SF ���� ? �/ �' oa LOT 60 \ Li S QiIe p N i 82 y�, ,�` �- c..�o` 20,665 SF �� \ \, sT � A r' m �� � ui 11�D' STREAM BUFFERi, �°' "=��-1 V E 1 \uj `4 cl] �ry���' \ H ��- ham- cX:� tl\ / 20LOT 55,025 SF _L=81.77 �`5660' ��f 2 \ z � � 2 2 � 0 2 O O O O O \ SBC $, L=21.03' 4\ C 3 U U v U �a� � 2 _zzz 1 2�0 i �`� • � \ A 0 0 0 0 �c9. � f LOT 59 n. nw ,96, 1 • c��� LOT 56 � 20,058 SF I I \ \ uj o 20,048 SF LOT 58 20,202 SF o �. 11 66' LOT 57 20,758 SF :� I c�"I1W `\ N m lqr arr 6 m / y \� \ \ PHASE I OPEN SPACE s9srp. 3� / S 5�! 40 `' J 2 \ „ \. 114.7. �ti� -- -_ \ S85'0 31 60 \ 1V78' 28„W OPEN SPACE B .' Mi a 10.655 AC. w O EXISTING 100 YEAR FLOOD PLAIN AND STREAM BUFFER ©_ w0-1 Lij A 02 IL — — — — _ — — PROJECT NO: 8509 NO. PUBLIC GREENWAY ESMT o D.B. 4759 PG 407 50 0 50 100 150 CAM J• LEDBETTEV5 g Lic. No. 1507-B SCALE: i "-50' �.� � (z I ( Z, 5 OF 8 S uRATE: APRIL 8, 2016 � fr OPEN SPACE A —"__` -- ----------_ _ 0.653 AC. PHASE I OPEN SPACE i LOT-29 1 / �1. 1. LOT 28 1 1 i LOT 27 LOT 26 1 1 PUBLIC GREENWAY ESMT D.B. 4759 PG. 407 / � r S33`53'23"E 15.56' PHASE II OPEN SPACE E(l) 0.179 AC LOT 47 LOT 73 20,409 SF LOT 72 20,072 SF VARIABLE WIDTH ACSA SANITARY SEWER EASEMENT i N55'02'01 "E 9.24'(TIE) 1 1 LOT 46 1 � � 1 � L1 �--� LOT 45 1 100' STREAM BUFFER / i LOT 44 LOT 74 21,021 SF �r r N4411'40"W 23.63' 8.89'(-nE) `L L=6.08'(71E)- P11ASE II ROADS 2.281 AC. LOT 48 20,024 SF LOT 49 N88'30'40"E 20,149 SF 15.01' N01'29'20" W 10.00"- S44'11'40"E 3.33' S2317'09"E 61.00' 10' LANDSCAPE AND MAINTENANCE EASEMENT LOT 70 21,246 SF �1 VARIABLE WIDTH ACSA SANITARY SEWER EASEMENT ].40'(TIE) "+ a? I 11.36'(TI S88.30'40"W� `+ 10 STORM — 17.89' DRAIN ESMT5 10' LANDSCAPE AND MAINTENANCE EASEMENT LOT 50 20,149 SF 20' STORM DRAIN ESMT (CALLS TO + 4 LOT 69 m i91 SF LOT 68 20,595 SF S6713'07" E 25.30' `<,_S22'46'53"W 1 10,00' N6713'07"W 16.81' 4 ++ 10' STORM LOT 51 DRAIN ESMT \ 20,149 SF '+ 1 .1 1\ + } + VARIABLE WIDTH +, . STORM DRAT ESMT 4.24`(TIE) S67'13'07"E LOT 67 20,083 SF S60.50'20"W 20.00' 20' STORM DRAIN ESMT' LOT 66 20,177 SF y p . o� N67'13'07"W 26.00' `oj - N22'46'53"E t--'10.00' LOT 65 — 1 20,032 SF 17.50' MATH LI CNE SHEET V6 MATCH LINE SHEET V7 )0 0 50 100 150 SCAM: 1 N29'09'40"W 119.63' ?6.'2'0'(TIE) '48'21 "W /,! � O� � r�o U WIL UAM J. IEDBETTER Lie. No. 1507-B 12,1 cz(IV �o �_ erruV� V � W CIO Z Z 4 014 z cb CL aLL a? W 0 Zv to oy _ d t/1 a � o at E� to CD � CV U uj uj �2 f2 h w w w w 2 2 2 : v O O O O U U U U Z Z z z 3: O D Q O ng U U U U Lu IL a a CL 04 I c) -t Lo F, a cn �w A � � �W WIC w ui a o w a�- 1=- cn 20' STORM DRAIN ESMT , 20' STORM DRAW ESMT (GALLS TO �) 50 0 50 100 150 �,j w � LOT 66 (n � 20,177 SF � S26.50'27"E N as � scams: �„=so'� _ N 48'21 "W 41.11' L1 ��;' 6.20'(TIE) Z 10' STORM N67'13'07"W ' _ g Z ` LOT 51 �� DRAIN ESMT 26.00' �o� . Q p b g \ 20,149 SF �j�• Z 4.24'{TIE} N22'46'53"E \0.' Q S \ , 10.00' LOT 65 / \ 4 0 W Q� S67117 "E i 20,022 SF N86'22'06"E N86'22'06"E / \ 00 V 13.33'(TIE) t2.Q3'(TIE} \ a yr VARIABLE WIDTH , MATCH LINE SHEET v6 ___— --- S31'42'20"E \ STORM DRAT ESMT MATCH LINE SHEET V7 1 • .�! N86'22'a6' E 11.34'{TIE} 4 a, ,` •. � �� .13' j \• � ifj J Z � LOT 44 \ i S30'43 45 W166` Q iOT 52 N 14'43'41 "W y� 1 5.02' Z Q i 20,070 SF 107.26' 22' STORM DRAIN y LOT 64 ESMT 20, 021 SF LOT 62 W Z W j } i L=3.69'(TIE) � 21,154 SF-cl� ��� \ \ o o trig * N ,� \ 10' LANDSCAPE AND f� N_ m 04A/ /� I . \ \ y 4 W to 0 LOT 43 MAINTENANCE EASEMENT , / /o \' Q 2 LOT 63 20' ACSA SANITARY / /`~' LOT 61 W v \ 20,571 SF i i yj ESMT LOT 53 o, 20, 003 SF Z 20,042 SF r S79'54'58"E NJ-. a i \. \ �j o • 010 LANDSCAPE 10Aa z \ W AND MAINTENANCE / N35'0434 W '\ Z N1Q'Q5'Q2"E S10'05'02"W EASEMENT / / 21.52' O ~ i 28.70' VARIABLE WIDTH ACSA " 20' ACS) . \ \ i 22.78 ` S SANITARY ESMT _ - - N636'5t 19 E WATER ESMT W L=13.94'(TIE) 6sQro y r , \ 4 \ 1`6 E` .p�� 4$ L=29.84 {TIE L4 100 STREAM BUFFER 10' STORM S39' N69 -f- S26'08'41 "E \ `t= v 1 OZ L=11.38 (TIE \ N I i LOT 4z �. DRAIN ESMT �/ �� L=2.59 (TIE 20.00- Z, - - i L=8.49'(TIE) L=13.53' L=14.00'(TIE) S63'51'19"W \ A `- r m LOT 54 Q (TIE) 17.37' \ `rsr \\ 0 i oo 20,035 SF �`\ N89'37 210' SQ0'22'39"E LOT 60 \ �5�•,'� � L=11.57 (TIE) 24.10 'W26.52' 20,665 SF \ ??3��5'rr3 cn �n cn z �•� S2 nF ` 1 J� ]` L=3.44' TIE , D 4 V VARIABLE WIDTH , ( , S35 04 34 E z z z z STORM DRAIN ESMT N35'0434 W 27.64 j L=5.64'(TIE) �57.10' 20' ACSA SANITARY ESMT \. C 2 2 m M L=1.64' TIE 7.58 (TIE) � & RWSA ACCESS ESMT Z m m m m � \ 1 i L=3.40' ` O o 0 0 0 x r L=3.a3 LOT 55 .77'(TIE GOT 41 � 20,025 SF 10 SANITARY 10LANDSCAPE AND S8017�07 E _S54'St'S7"W '12.67LATERAL ESM 76.494So0ry SO0 � 2s), � �A oz oz Oz oMAINTENANCE EASEMENT N04465eW z � 1 11.59' N54'S1'S7"E �. 2)" ` \ ` w w w i 26' STORM 69.30' 324, ` ` . \ a C. ❑. a DRAIN ESMT --- _ - i cr ,LOT 59 ` o i LOT 56,- 20,058 SF 20,048 SF LOT 58 I`\`\ N c� � u� \ 20,202 SF LOT 40 i \ LOT 57 0 0 ` 20,758 SF L17 \ L16 C l8 \ C \ O SEE SHEET V8 FOR THIS AREA L-��, PHASE I OPEN SPACE g' E+ ^ v 5.27'(TIE) 5� STORM OPEN SPACE MANAGEMENTR 10.655 AC. \ SWM ESMT / C /3 L14 LOT 39 / \. ___ ... / EXISTING 100 YEAR FLOOD Q , v \. PLAIN AND STREAM BUFFER C12 W \ 20' STORM \ C _ ----- ` L26 L - �21 \ DRAIN ESMT _ _ _ 25 C2 p Q�' '1g•35 L23 f w LLt w f 20' STORM(� a� v=i DRAIN ESMT 'x �r0PEV SPACE B %10. 655AC. �,LT H p PR�dECT NO: $509 `� 6 20 .RJfSA_E.SMT __ D.E. 4518 P..1 v Wli.i,iAM Y.1 EDB�R `- �-- -- _ _ ______ _ _ -�-�_ .� -----� ` " UA >- V7 No. I Sal-B Lic ci 30' RWSA ESMT D.B. 815 PP. 59-65 PLAT -- ._ PUBLIC GREENWAY ESMT _ I jZ I� 0 7 OF 8. - - ��d s URAll DATES APRIL 8, 2016 `� - - -- - Storm Easement Line Table Line Direction Length Li N 88'31'01" E 28.15' L2 S 69'24'53" E 28.15' L3 S 47'20'48" E 28.15' L4 S 25'16'42" E 28.15' L5 S 1414'40" E 153.21' L6 S 22'53'57" E 71.16' L7 S 1512'58" E 36.35' L8 S 00'08'58" W 36.35' L9 S 11'37'43" E 94.51' L10 S 17*14'34" E 41.05' L11 S 22'09'44" E 66.74' L12 S 43'09'51" E 84.38' L13 S 7114'50" E 33.29' L14 N 85'32'06" E 109.52' L15 N 7445'05" E 89.32' SWM Easement Line Table Line Direction Length L16 N 8513'06" E 26.00' L17 S 8446'21" E 56.77' L18 S 66*35'19" E 30.87' L19 S 25*47'14" E 93.25' L20 S 00'35'01" W 34.58' L21 S 7727'20" W 69.38' L22 S 80'34'33" W 69.34' L23 N 82*11'28" W 46.26' L24 N 6453'58" W 45.84' L25 N 82'05'58" W 23.13' L26 N 8939'13" W 22.94' L27 N 19'44'32" W 56.06' L28 N 19'25'45" E 21.13' L29 N 58'24'26" E 24.59' L30 N 69'22'46" E 51.72' L31 N 7215'47" E 51.72' Curve Table Curve Length Radius Delta Tangent Chord Chord Bearing C1 186.89' 530.50' 2011'04" 94.42' 185.92' N 65'07'34" E C2 165.40' 469.50' 2011'04" 83.57' 164.54' N 65'07'34" E C3 91.77' 1180.50' 427'14" 45.91' 91.74' S 59'55'25" W C4 217.94' 1119.50' 11*09'14" 109.31' 217.59' S 69*18'21" W C5 19.99' 12.50' 91'38'53" 12.86' 17.93' S 17'54'18" W C6 68.44' 378.50' 10'21'36" 34.31' 68.35' N 22'44'21" W C7 54.30' 428.50' 7'15'38" 27.19' 54.26' N 13'55'44" W C8 181.54' 171.50' 60 38'58" 100.32' 173.18' S 73'00'43" E C9 12.36' 12.50' 56'38'25" 6.74' 11.86' N 48'20'37" E C10 51.05' 60.50' 48-20145" 27.16' 49.55' N 4946'17" W C11 12.06' 12.50' 55'17'30" 6.55' 11.60' N 7558'00" W C12 82.94' 228.50' 20'47'52" 41.93' 82.49' S 52'20'48" E C13 39.92' 371.50' 6'09'23" 19.98' 39.90' N 10*22'56" W C14 57.43' 321.50' 1014'03" 28.79' 57.35' N 22'40'34" W C15 20.23' 12.50' 92'43'23" 13.11' 18.09' N 74'09'17" W C16 86.95' 1119.50' 4'27'00" 43.50' 86.93' S 57*15'31" W U (0 <* w Z a oa z U QQ �°iq cc og ccJS CO 00 con.4:4 z rc 4 iv 0� 0% O lu 0v 0 IL � o 03 tot= 4. W try. to 0 Z Z 0W 04 N cN�- V- N r I t- H I- I" **Z z����� W W W W 0 0 0 0 0 0 0 0 0 C Z Z Z Z a�w0 0 0 0 W W W W C. a a aA NIMl'Tr ILO U u) M H F■-'1 W o W tI �F\ , 20' ACSA SANITARY ESMT & RWSA ACCESS ESMT W cn \ do �, ,�o� � T H p PROaECT No: 8509 / A F 3' PUBLIC GRL'L='NWAY EASEMEN?' � -��� ��� SHL►T NO: / D.B. 4759 P. 407 V 8 vwLLIAM.I.LEDBLTrfR>- - - - - -. � _ / Lie. No. I507-B � , 5© o so >!©o ��o � 8 OF 8 I zIfZIIt o SCALE: 1"=50' Su ATE. APRIL 8, 2016 v� b F r