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HomeMy WebLinkAboutSUB200600022 Plan - Approved Preliminary Plat 2006-04-25�l ,I GRAPHIC SCALE ( IN FEET ) t inch - 200 ft. Ah`cEt:. �, RE / 12 i //'F z.71 /,..r2=:.�'-.ate.$kx`t ' .ACRES \ 1. S vxi i, . �w Ail �x v i Ili ',11,�\ \_ ♦ � \♦s \� ♦ �Ji 1 �.1 .♦ �� ' ^sv�� = i I I i't � I f % ' i � _//III `V ♦ r- This drawing and the design shown is the property of Townes Site Engineering the reproduction, copying, or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. © 2005 Townes Site Engineering t _ t � I � t' If Attar_I SITE DATA: DEVELOPER TRADITIONAL HOMES, INC. OWNER: HELEN A. Kam._- ...__. DAVID MITCHELL GENERAL DELIVERY P.O. BOX 17664 RHOADESVILLE VA 22542 RICHMOND, VA 23226 SOURCE OF TITLE: TM 57-35-DB.570, PG 171 & D8.442, PG.503; TM 56-10OF-OB.1082, PG,107 & DB.858, PG.320. MAGISTERIAL DISTRICT: WHITE HALL DRAINAGE DISTRICT: SOUTH FORK RIVANNA RESERVOIR WATERSHED ZONING DISTRICT. R-A SETBACK REQUIREMENTS: FRONT - 25' SIDE - 25' REAR - 35' MAXIMUM STRUCTURE HEIGHT: 35' AREA SUMMARY: AREA IN PRESERVATION TRACT 63.54 ACRES AREA IN REMAINING 13 PROPOSED LOTS 40,60 ACRES AREA IN RIGHT-OF-WAY: 2.88 ACRES TOTAL: 107.02 ACRES LEGEND: CRITICAL SLOPES \ GENERAL NOTES: "'"4 �� \� —•• •— STREAMS 1. THE DEVELOPER RESERVES A 10' UTILITY AND/OR DRAINAGE EASEMENT ALONG THE LOT LINES. OPEN WATER 2. THE DEVELOPER RESERVES ALL THOSE WATER AND SEWER EASEMENTS THAT WILL BE C' \ REQUIRED BY A.C•S.A. IN ORDER TO ASSUME THE MAINTENANCE RESPONSIBILITY FOR THESE UTILITIES. THESE x. A♦--�ra-�, m� � �A'`�'♦ ��/ EASEMENTS WILL BE CENTERED ON THE FACILITIES WHEN CONSTRUCTED. APPROXIAMIE ♦ ° :/�%Ji SANITARY SEWER EASEMENT LOCATIONS ARE SHOWN HEREON. _ �; �� \�\F �4'e�` 1 /i,� /•i _'� 3^ THE DEVELOPER RESERVES ALL THOSE DRAINAGE EASEMENTS AS WILL BE NECESSARY ' \ ♦� v/ /' TO PROPERLY MAINTAIN ALL ROADS. TWENTY FOOT EASEMENTS ARE TO BE CENTERED ON ALL DRAINAGE CULVERTS AND ALL DRAINAGE DITCHES WHICH LEAVE THE ROADWAY. SUCH EASEMENTS SHALL TERMINATE AT NATURAL WATER COURSES. 4• ALL DRAINAGE EASEMENTS ARE TO BE DEDICATED TO PUBLIC USE. �r v\-;r\� �`.�\�C ,' - �l I�'I ♦ 5. COMMON AREAS/OPEN SPACES ARE RESERVEC WITH PRIORITY FOR WATER, SANITARY AND STORM SEWER WHERE APPLICABLE. BUT NOT TO THE EXCLUSION OF OTHER USES. t�♦ \ \\ \ 'I `� ( �I,I� ,'I�.:_. 6. PARCELS 1-14 AND THE EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH ♦�=^I / J /+ /IIVT SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. of `�c . `• ter\ ti,, ;/ f l� 8. EACH BUILDING SITE MEETS THE REQUIREMENTS OF SECTION 4.2.2.2 (18-52a). \ =�' A ♦ J� ,, %/ ; ' ;J 9^ NO FURTHER DIVISION WITHOUT PLANNING COMMISSION APPROVAL. 4L1 :A s4, A ♦ t.. A".�,�� /�//r% 10. ONLY ONE DWELLING UNIT PER LOT. 11. ALL LOTS SHALL BE SERVED BY PRIVATE WELLS, PRIVATE SANITARY DRAINFIELD tp \y,`\ 1; 't ♦ s� SYSTEMS, AND ELECTRICITY. 12. SUBJECT PROPERTIES APPEAR TO LIE IN FLOOD INSURANCE RATE MAP ZONE X "�o' t`\`+-.� (AREAS OF MINIMAL FLOODING) AND ZONE AE (AREAS OF 100 YEAR FLOOD PLAIN) AS SHOWN ON COMMUNITY PANEL NUMBER 51003CO245D. EFFECTIVE DATE: FEBRUARY 4, 2005. 13. ALL ROADS ARE TO BE DEDICATED TO PUBLIC USE. 14. TAX MAP/PARCEL 56-10OF AND 57-35 HAVE NO FURTHER DEVELOPMENT RIGHTS �•� UNDER THE R-A ZONING CLASSIFICATION- - EASEMENT NOTES: 1. COMMON AREAS/OPEN SPACES AND ROWS ARE RESERVED WITH PRIOROTY FOR WATER, -pARGEC 1 ,� 63.54 `" •' SANITARY AND STORM SEWER WHERE APPLICABLE. BUT NOT TO THE EXCLUSION OF OTHER USES. c ✓`�� >��♦�♦ :.. � �y�c � � i 2. THE DEVELOPER RESERVES A 10' DRAINAGE AND/OR UTILITY EASEMENT ALONG THE PROPERTY LINES. VISE ANY EASEMENT HEREON 3. THE DEVELOPER RESERVED THE RIGHT TO VACATE OR RE �',A PROVIDED THE PROPER AUTHORITY AGREES. STREAM BUFFER &CRITICAL SLOPE DEED RESTRICTION T 0 .,' AREAS NOTE: ,1 i1'F3t'• •as% <' ' STREAM BUFFER AND CRITICAL SLOPE PROTECTION AREAS ARE TO REMAIN UNDISTURBED AND PRESERVED IN THEIR NATURAL CONDITION. OUTBUILDINGS, LAMNS, CROPS, AND REGULAR MOWING IS PROHIBITED. THE STREAM BUFFER SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. 12' 4' 18,4' 12' s' -"�-./f%'^.,/�. %//,,"- ROAD PA FEMENT TREATMENT.• �J AS REQU/RED BY tiDOT TYPICAL ROAD SECTION / �✓ / NOT TO SCALE tixg _ _ ✓ IVY ROAD N s ON �o m // N Z � N VICINITY MAP: 1" = 2000' lent B CQ N u I co � Z 0 ono d d Z w m U u Z 0 8a y abrnq W y, ati�°UJ ® OO CO O 0 .b a ��o��f,pLTH aF' G�9 U HRIAN C. MITCHELLy No.035724 O�ESS(ONAL CNO� hll-, C Q co vJ IN t-'C/) w N �r 11-4 � "al W �.. 100.0a' 300.00` / / / soo.00' I \ Attachment B <\ _ \� _= 48 \ =T Al o4.11' /y LEGEND; CRITICAL SLOPES STREAMS OPEN WATER lilt l %firs 2�57''' 1 I r � 2 fix/ �y.'' ,: ;,r 'ui `/ // Y r- -\' _ ,l% .�i \,l V` .�rlcl• xr,`` 'r"..J. i-�, ' _ '�'\, ' �,a'\ ,'Z� �e ;.�,, �",'�,.v r' /� V•. //', :f� � / � - _ \ �/�: �` 'i r 2y1'' jF rrt �r .+, ss0—' '� �,`'�'` + '`;"l''��\'`,��x ,� 4.` \\ 1 ..AIN }``'''\�J;; • ? 1 -,� �a': ,f- •^/, 4/1 }' 1. ) �� �. ' �\ L-t \ � :� 1 � �� �. t 'S. � - - \`>. .� � �6`rV\ J1 t. 'r �� \ 1 C /� // \ k x t ! _ J '.r/�"+-v-t� ,1 .;. /� �'Gd�„ SCt;• _ _ _ \ v 1111hhccic�..\ •`:'chi / /, / \ ' �::: ff _ �j L-.., y � ,, .,' � � I . �i 1 ,�- ,�_.. - �' �.�-�-' r `� i 5 ,; ti'..,., \U'•y 1-i / tr / X_ l F'SC\F/ / ,? � \ -t \ p J ~'• �!%�� _ •I / �Fi -f •�_ '- _ / ,Y, � \i � ; i �%F- ir�4�' �/ \J� (J pP' �P ' ("h`�IN ' V�!" 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J <" r,{�' - � )�l'� the property of Townes Site Engineering GRAPHIC SCALE the reproduction, copying, or other I / t. i // % c\° (` - — 1 1 %f U us a of this drawing without their ( % c;' i , f f/ ( ' J_, ,! %i �' i i �,.,�„i� written consent is prohibited and - .r�^ any infringement will be subject to legal action. 1 1 r,/ .s�% IN FEET) k. •^Ji '-� \ -- r', G r _ -' t inch =too ft. ` 2005 Townes Site Engineering i m v, (DUi N d c6 LU O WM Z i/3l,q(s ODD '. O Z is UJ 0 UJ .r Co 0 0 A a �o��EAIT H OP t-i 9c 0 2 u HRIAN C. MITCHELLy No.035724 RO�FSS/ONAI ENa\a V 04 `4-4 2cr� CO w 'I V W ti� ;Z4w q �N 'Y C4 REVISIONS 01 /10/06 SCALE 11 = 100' PROJECT MANAGER HR1AN C. MITCHELL