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Home My WebLink AboutSDP199200084 Plan - Approved 1992-11-16t _ .......................................................................................................................... ... ..... ......... .... ........ ..........•.... Keyed to County Zoning Ordinance, "Preliminary Plan GENERAL CONSTRUCTION NOTES FOR SITE PLANS Site . Content," 32.5.6 1. Prior to commencement of any construction within any existing public right-of-way, • a. 1. Name of development - including connection to any existing road, a permit for said construction shall be obtained 2. Owners - County West Limited Partnership from the Virginia Department of Transportation (hereafter abbreviated VDOT). 3. Architect - Shank and Gray Architects 4. Existing zoning: C-1 �• , 5. Location - Jack Jouett Magisterial District 2. All paving and drainage related materials and construction methods shall conform to Albemarle County, Virginia currents specifications and standards of VDOT unless otherwise noted..' 6. Scale. 1" 30'-0" g y zoning • 7. Source of survey and topography: jI' ti s� 3. Erosion and siltation control measures shall be provided in accordance with the approved%I . • Aubrey Huffman Associates.' 8. Adjacent Property Owners • erosion control plan and shall be installed prior to any clearing, grading or other • construction. Tax Map 60: a;'' F �J ��-� e engineering • Parcel 47 - Colonnade Associates Ltd. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. Maximum /�. .R,_� -SHANK Partnership, C-1 zoning, tennis shopor y� allowable fill or cut slope is 2: 1. Where reasonably obtainable, lesser slopes of 4:1 � J • GRAY and courts. Parcel 48A: G. Barlow, C-1, vacant. better are to be achieved. L u t G G 1 ✓ .l . V 11 1 V • V_L 1 1 C1 lj L" jJ L U • 1 • Partnership, R-10, single-family 5. All drainage inlets shall have a 2 -inch local depression. vplanning residence. - API�_;TPWMSS_: -• _-_-______-_ --. A R C H I T E C T S Tax Map , -1 parcelel136. Paved rip -rap or stabilization mat lined ditch may be required when in the opinion of 3: Huntington village Limited Scale I = 2000 510 EAST MAIN STREET • Partnership, R-10 , mu 1 t i- f ami 1 y the Albemarle County Director of Engineering, or his designee, it is deemed necessary housing. in order to stabilize a drainage channel. CHARLOTTE S Y I L L E VIRGINIA 2290 b. 1. Site Coverage inspections g 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic (804 ) 2 9 5 • 0 13 site total 1.89 acre 100% Control Devices, latest edition. building coverage ,39 21 parking coverage 89 47 " \ • landscape 61 32 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. • 2 • Building Square Footage gross net 9. All excavation for underground pipe installation must comply with OSHA Standards for _ Existing 22500 16875 the Construction Industry (29 CFR Part 1926). • New 7500 5625 Total 30 000 22500 In addition to the above notes, the following statement must be included on all site plans which 3. Parking require VDOT approval. The statement must be signed by the developer of the property prior TM. 60BI Number of required spaces 112 to tentative site plan approval. Parcel 13 Total provided 113 / 2400 We the undersigned developer(s) understand that approval of this plan by the \ centerline radius County of Albemarle does not necessarily indicate Virginia Department of \ � t of roadwayTM. 4. Maximum building height \ -''t � Parcel 53 • (matches existing) 2 5 ft . Transportation (VDOT) approval of the plan. Approval of the plan by the County \ ' - Old I Road does not in any way relieve me of my responsibility in obtaining final VDOT 4_ 5. Busipess use group (BOCA Table 401 and 908.0) approval prior to the issuance of building permits and/or certificates of ai t t • regvires no fire rating of exterior walls for occupancy. 20 droir,age s, �; t t original Offi Ce s � - - -18"culvert building separation distances greater than 10 � �jGry'� G v � easement _ 4.2 �, t � feet from lot lines. Minimum distance for�_�_`this building addition is approximately 15/ ex g I I/4 waterfeet. �L [yZDt ding V DATE new transformer- i ! ex'g water meter d y -- 120' l , a/ d • e. Existing landscaping and trees will be retained � ��,`• � �_�- � � � �___�- wherever possible. All landscaping shall be s �. \ 4 (6Q�/ ADDITION maintained in good condition and shall be replaced ss ,2 �'r- - • if it should die. _ Y' S74A', e wples 1 `� - --ex'g, `��` .. Kl _04 corner pin assumed 580 elev. h. This property is not included in the one hundred � .'�-==___ 2400 Old Iv Road year flood `plain. _ _ y 1F° / ex'g 30' commercial entrance new land J. Existing stormwater drainage easement; see plan. - 4 _ I Jack Jouett existin�fi # req'd 30' bldg setback Albemarle County r Seo to be - • Keyed to final "Site Plan Development Content," oc • 32.6.6 l ' ` 2 ex'g sycamores County West Ltd. Partnership d. 4. Drainage summary table (note: all information taken from 1983 approved site plan) T:M.60 - 6 ex'g red maples Parcel 48Ahw. Addition EXiSt' g _ • Structure Description Length Invert Invert Slope f Y'' ' - __ /� 5� fire hydrant J& Office Building /, flow (3000 gpm Number In Out 10 dedicated _ _ ss a g ` / f drainage easement a finished first floor 572. ' 1 existing 2'-6" matches 571.5 -. drop inlet original r ` / DI3A 18" culvert- • 4. i 5�e -- five �5) parking spaces 2 existing 130' 571.5 570.8' .5% with pavement markings h.c. 18" RCP _ - _ - _ commission 7,0_uws„scr en �1� 1 6 ex' dogwoods - . �- '.h � `�- 9 9 - / --- ex'g cone. walk 3 existing 17Q' 570.8' 562 .3 5% �� »" ex'g crepe myrtle - -t / SA6 paved drainage /�i� h� ' _ _ date • ditch VDH & T;� ex'g parking lot PG -1, Type C i -ex'g 20 pole light, revisions 4 existing - 562.3 561.5 - -'_ �� ' -' typ. of 4 • detention pond 557.5 -! i -\\ 562 - _ - _ --- - _� _ �/I .�`�� \ r. wall with rail 5 existing 50' 557.5 557.2,^�t� • " RCP 5 ` \ X 56t. r- NFW-PAVFMEN� �' -p TM. 60 15 • �=•I\ C Qfave 2 r /O • 11'2 -.BM -2 Asphal `' Parcel 47 - 6 existing 12' 561.5 560 5 - J `- - 6 ° • 1' SM -IA Asp holt • rip rap ditch ° \, - ` - i _ 2 ex'g Japonese_ 1 •\, privethedges f 5 -- ex,g 8" son sewer • 7 existing 45' 567 560 13% - �\ o-• , curb cut - paved drainage �� ry -_ -2 ex'g pin oaks • ditch VDH & T PG -1, Type C %r v'`a - " - • • g. Pavement specifications: li" asphalt paving N � � , �' ,� • over 6" crushed stone base. rr 1 I • RL 5� • Miscellaneous Items - � / % f �. • �; x, ; � � 4 exg a " • - �� 1 a. All exterior site lighting shall be directed �; �sycamores 1 1992 away from adjacent properties - original p9 3 `� i ex'g 6` san. sewer b. Soil erosion plan, if required, will be 24 CMP 9 w : Pi cnnfin( Dept, submitted separately. c. Building: Two stories, Construction Type 2C. 2 ' -- -ex'g manhole • d. Fire hydrant location '1120' east of site R • flow - 3000 gpm± at 20 psi residual TM. 60 Parcel 48 Q��wQy site pja n 6 exrg sycamores 40 e. Contour lines are existing lines and aro not to • be altered significantly. I'� 30' _ o'l\o s f. Note: detention pond was oversized in 1983 site plan and accommodates additional capacity s required by building addition. Watershed Boundaries- sub -basin to Morey Creek s :...................................................................................................................................................................................................................................................... 4