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HomeMy WebLinkAboutSDP199300035 Plan - Approved Minor Amendment 1993-08-25j + _ TO f4 --'"oll` t,,, F. �-j 6 a i c, of i u� �' ,a I mo. 9A ►15 r'r� si'�.`�► r�- SEt�_I�fZ � ?j0' I✓N "t�� L' �1 ! � ��- �� T i �o M r-1 � �- .`:�- �oN �� i �; t `.-� � - � I � �- ��' ! .,� � �. � �..�. � � �, r-� -1." �v �. N �...� �.. N T (� � � �i"�. �. �� � �!� � � I� � `� � U ► �- � � � �� C)A 61 F C A P P �,0v n, c. r3Y G c� M r-J1 I��,� � � ►� � - �? I T �- P � A r� � � TH ►�'� t � poi �-� ;:n �, 5� �. F� ��... p�,�. � r�� �,� G , � p�T Rio A`! 3, ►� 0 3. rjLH Mp,r K I5 04\47'15ur-_j F� "�WNIVE 5oiTY '9 AP�fz-nx.. Zoe F--0 NoFz-TH OF t�ou'r� VC7�.ZiNa9Y Gi.4t� Ic- ro r-4 cam-: • C f • c� David Kari el + 816 IL Is "CNITECG LEGAL DESCRIPTION BEGINNING at a point on the northwesterly side of Georgetown Road, said point being the northeast corner of property of Henry H. Bell (Parcel 14, D.B. 422, page 187); thence leaving Georgetown Road, and with the northerly line of property of Henry H. Bell, S. 86 deg. 24' 17" W. 7.7 feet to the actual point of Beginning, thence S. 86 deg. 24' 17" W. 367.53 feet to a point; thence following a fence N. 9 deg. 54' 17" E. 290.61 feet to a iron; thence N. 8 deg. 59' 26" E. 36.99 feet to a point on the southerly side of property of Gladine Burkett (Parcel 20, D.B. 420, page 165); thence with the same, still following a fence, N. 75 deg. 30, 36" E. 220.06 feet to an iron on the southerly side of a 20 ft. right of way (gravel road); thence with the same, S. 61 deg. 57' 26" E. 349.95 feet to a point; thence S. 47 deg. 56' 13" W. 284.07 feet to the place of beginning, containing 3.3451 acres. 1. Prior to commencement of any construction within any existing public right-of-way, including connection to any existing road, a permit for said construction shall be obtained from the Virginia Department of Transportation (hereafter abbreviated V.D.O.T.). 2. All pavinry and drainage related materials and construction methods shall conform to current specifications and standard: of V.D.O.T. 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. Maximum allowable fill or cut slope is 2:1. where reasonably obtainable lesser slopes of 4:1 or better arc to be achieved. 5. All drainage inlets shall have a 2-inch local depression. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the Albemarle County Director of Engineering, or his designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices, latest edition. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class II-. 4. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). In addition to the above notes, the following statement must be included on all site plans which require V.D.O.T. approval. The statement must be signed by the developer of the property prior to tentative site plan approval. We the undersigned developer(s) understand that. approval of this pla by the County of Albemarle does not necessarily indicat irginia p rtment of Transportation (VDOT) approva o the PI a Appro al of the plan by the County does no i any way i ve e f my responsibility in obtain fin 1 VDOT v for to the issuan e of g p _ buildin erm is and r f ates of occupangy _ DEVELOPER 191F 64•Ef 11-1F_Ntit Cr iN N01 P I g-�. oFF uEr� 1,S, L_ r't-C M A iZ IF-- c o U h- T `T V 19-Cn I H 14 C�_ Pam.t2T~M FEIN'" 0f TR Pt '. �-4 � 6_ rn 00 • U U Q 0 SMEMM D Z 7 !�j 0 Uj DATE 7,31 .,� 3 SCALE NcrT E. � DRAWN D � JOB SHEET OF 2 SHEETS t: f!4L Igo I F, r- 0 1-j Z: - o TL T-- -7 Ty F� Eq L� L-�6-7 � I L2 r--� 14 it, I 1- 0 it S► ►.�c - 0 10 jNJi.WL�►T�j..1. 1 1 '01. 7— — p 611AILILIC" iN oT -r© ScAc,�) r--4 �-j 0 61.. � CIA 4-0" cri h'l E:7 AS, L- SA 5 .40 TV 67 Hot; To f6� ' tG L � K ,— - ---- IZ G'c :cl I a��E�� � Cv .�_ � WITH 3����. ;�FAT) l_..___ __ =__ . � _ _ _ --_ __-_-- _- _ 7�r ��6 V W'l 0 CIOH�r KX3 L.. Ll Lc> f!7A g 14 HA u "�o-r t---i - 6 L KITE K. V-41 �; �. D 4 - . 0 I'Li c- r2:5 �4 rrH �ju r:3,0 L . ............. As H rl L!A A Ll TO H AT I L t T TO I,�AI✓ ' MIN HA, r-! C) I 6z H6. to,41 0 rL P 10c) t)'r L. loi H WITH PH ora t- 1 [LOH a5 4 �. I � T � K^ L-Ir I -,-- -1— — — SF, -' I ► �- W000 TOOT )K t-4 15T 0 4 co 717 F_ 14 7 r5; Lo 51 -ro L% 14. A-V .7 0 11N/ 0 rl,&rr U H r4 V F. r-1 T5 A-r jI �T' ___ ___._. _ - 0'c IL 44" David Kariel > 8165 • Aw I• iYCH I T C� 4- Ix 6a IE;;, L-0 P c- T'C-6 Of YZ F- FIZOO CA ZI-0 cy, g.& 0 � Jr. r- 0 0 --p ; ►-4 ryo*lj 7:3 C► Ul DATE SCALE DRAWN JOB SHEET OF Z- SHEETS