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Home My WebLink AboutVA199200040 Plan - Approved Preliminary Site Plan 1992-02-10PRELIMINARY SITE PLAN FOR BERKMAR CROSSINGS G E N E R A L WA R A N D S E W R C O N a T I O N S 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The contractor will be responsible for notifying the proper Service Authority Officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contactor shall on his own initiative locate all underground lines and structures as necessar, . 3. All materials and construction shall comply with general water and sewer construction 5pacificetions as adopted by the Albemarle County Service Authority on January 20, 1943s amended December 10, 1984, February 21,..1965 and July 17, 1989. 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying "Miss Utility" (1-800-552-7001). 6. Al water and sewer pipe shall have a minimum of 3 feet of cover meseuired from the top of pipe, over the centerline of pipe, 7, 20' wide easements, centered on the water and sewer Pipeline and appuirtenanees, shall be dedicated -to the Albemarle County Service Authority, except where the line is in a public road right of way easement, in which case the access easement shall also be dedicated as an utility easement. 8. Ductile iron pipe shall be used in fill areas, unless 95% compaction can The obtained and certified by an approved testing lab, at the Owner's expense. 9. 3' minimum separation required between *star line and storm sewer culverts or 6" separation when W.L. insulated. 1/2" thick therms-cel pipe insulation in 3' x 4' sheets as manufactured by N-maca, Inc. or equal approved by Albemarle County Service Authority. Insulation to extend 5' beyond centerline of culvert in both directions or 5' beyond ends of culvert when parallel. S_-NERAL CONST RUC'T 10 N. NOTES E,OR SITE PLANS 1. Prior to commencement of any construction within any existing public right-of-way, including connaction 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 paving and drainage related materials and constructizfl methods shall conform to current specifications and standards of V,D.O.T. unless otherwise rated. 3. Erosion and siltetion control measures shall be provide'. in accordance wish the approved erosion control plan and shall be installed prior to any clearing, grading or .other constructic i. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched.. Maximum allowable fill or cur slope is 2: 1. Where `.reasonably obtainable, lesser slopes of 40 or better are -to be achieved. 5. All drainage inlets shall have a 2-'inch local depression. 6< Paved or rip -rap lined ditch may be required when, in the opinion of the 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 Ill. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 GFR Part 1 26). in addition to the above notes, the following statement must tie 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 afte plimn approval. We the undersigned developer(s) understand that approval of this plan by the County of Albemarle does not necessarily indicate Virginia Department of Transportation (VDOT) approval of the plan. Approval of the plan by the County does not in any way relieve me of my responsibility in obtaining final VDOT approval prior to the iss lance of buildina permits and/or certificates of occupancy. DEVELOPER DATE SITE DATA: OWNER : DOMINION LANDS, INC. FEDERAL RESERVE BLDG., 15TH FLOOR 701 E. BYRD STREET RICHMOND, VA 23261 LEGAL REFERENCE : T.M.P. 61M-12-1E 8.79 ACRES, D.B. 918 P. 419 C H AR L O T T E S.p V I L L E MAG I S T ER I A L D I S T R I C T Z ONING:1fi f�-�C PROPOSED LAND USE : COMMERCIAL S O U R C E O P, T O P OGRA P H Y AN D B OU N DARY CARROUTH S ASSOC.,INC. RICHMOND. VIRGINIA B E N CHMAR K : 5 3 2 . 7 4 ELEV., LOCATED AS SHOWN ON SITE PLAN S E T BA C K S: BUILDING PARKING ADJACENT TO PUBLIC R/W 30' 10' ADJACENT TO RESIDENTIAL DISTRICT 50P0' L AN D U S E S CH E D'U L E: BEFORE AFTER BUILDING O S.F. 65,500 S.F. 17$ PAVED AREA O S.F. 143, 515 S.F. 38% OPEN SPACE 282,892 S.F. 100% 173, 877 S.F. 45% ------------------------------------- TOTAL AREA 382,892 S.F. 100% 382,892 S.F. 100% N O T E S: *ALL LIGHTING TO BE DIRECTED SO AS NOT TO GLARE ON ADJACENT PROPERTIES. *THIS SITE LIES WITHIN THE BERKMAR STORM WATER MANAGEMENT BASIN; THEREFORE DETENTION AND RUN OFF PROVISIONS ARE NOT REQUIRED. *THESE PROPOSED BUILDINGS ARE NOT TO EXCEED 35' - IN HEIGHT. *A SPECIAL USE PERMIT FOR A DR IVE-THRU AT BUILDING C HAS BEEN APPLIED FOR. *A DOUBLE ROW OF SCREENING TREES SHALL BE PLANTED 15 FEET ON CENTER WHEREVER RESIDENTIAL PROPERTY IS ADJACENT TO PROPOSED COMMERICAL. EXTERIOR LIGHTING SHALL BE LOCATED ON FACE OF BUILDINGS. U a 0 REVISIONS MARCH 9, 1992 REV. OCT. 23, 1992 DATE FEB. 10. 1992 BUILDING USE PARKING SCHEDULE A-1 8'000 S.F. GROSS FEED STORE 1 SP/500 S.F. NET SALES (2,000 S.F. NET SALES) = 4 SP. 2.000 S.F. NET SALES TABLE A-2 6,000 S.F. GROSS WHOLESALE 1 SP/2 EMPLOYEES (10 EMPLOYEES) = 5 SPACE OF (NO PUBLIC' SP) (f2 CUSTOMER SPACES MIN.) = 7 SP. CONTENTS B 11,111 S.F. 31 2.0 S.F. NET OFFICE OFFICE 1 SP/200 S.F. NET OFFICE (13,200 NET OFFICE) = 66 SP. 1/2 COVER SHEET C 4,000 S.F. GROSS RESTAURANT 13 SP/1,000 S.F. GROSS (4,000 S.F.) = 52 SP. 2/2 SITE PLAN D 11, 800 S.F. GROSS 6,000 S.F. NET SALES FURNITURE SALES 1 SP/400 S.F. NET SALE. (6,000 S.F. NET SALES) = 15 SP. 3,000 S.F. GROSS 2 ;�250 S.F. NET OFFICE OFFICE 1 SP1200 S.F. NET OFFICE (2,250 S.F.NET OFFICE) = 12 SP, 2.800 S.F. GROSS 2 .100 S.F. NET SALES RETAIL 1 SP/100 S.F. MET SALES (2,100 S.F. NET SALES) = 21 SP, El 6,750 S.F. GROSS 5, 062 S.F. NET OFFICE OFFICE 1 SP/200 S.F. NET OFFICE (5,062 S.F.NET OFFICE) = 26 .P. E2 6,750 S.F. GROSS 5, 062 S.F. NET OFFICE OFFICE 1 SP/200 S.F. NET OFFICE (5,062 S.F.NET OFF F 4,000 S.F. GROSS 3 2.� / 32 .wA 3,000 S.F. NET SALES .ALES 1 SP/100 S.F. NET SALES �3.F. NET;/SALES) - 30 5 � 11.000 S.F. GROSS WAREHOUSE/ 1 SP/2 EMPLOYEES = 5 SP - 2 CUSTOMER )10 EMPLOYE ESI LOIEES SPACES ] SP �/Vt WHOLESALE 1,200 S.F. GROSS 900 S.F. NET OFFICE OFFICE 1 SP/200 S.F. NET OFFICE (900 S.F. NET OFFICE) = 5 SP, TOTAL SPACES REQUIRED =271 SP. TOTAL SPACES PROVIDED =308 SP 44 -9 a-vo SHEET 1/2 FILE NUMBER 7532 SSO\ IN AREAS OF \rpI FpHONE AND ELECTRIC LINES AND POLL4 TFo. -'��I�' Tnp•r MON 1 sEn ..:.:; ... \ ADDITIONAL R/N/ ACBu 1RED A'rAB./Ov9 \� P. 54z _ 10 T. M. 45- 264 LOU ISE C. NUTTYCOMBE y y.. D.B.477 P 36 ZONING: R-6 \ +rr++r'+ L16E' \ 75.00' MON (5ET) N4 50-3b"W AS10S OWN-- TO BE VACATED PRIOR \TO FI L SITE\PLAN \ Underground el Line ______________ $Q�-opproV•_ L4_�«p--- - - -----` - - - - - - - - - - - - - - - - '}, EXIST_ EDGE PVM'T �4i RIO ROAD -----.....1...................... 5 12-5 - F- ....../�_•/ x................................ ... ... 2 5 00 -y 78 29 �� ERHEAD TELEPHONE $ WIDENING O RI SES VED ADDITIONAL R/W T CCOMMOD7IT�FL�U,RE WIDENING OF RIO RM orv.tsEn 0 E „• 5 i � � l .: r......., ....... .. .. .. ...... ..... ..... 0... i�:'..... a 53 SETTS'* .d 1,.� •I .. 56_ OVERHEAD P J-- II 1 I B.M. TOP OF MON. 532.74 MON I .: �ppCe lSET1 I 1 N + \ � 1 zH.cS--- «,+*r.'«+;.« « t «««; F«««««+ + + \ I ««gU1LpING B 1 + a ` m BUILDING C« BE 5 F 4000 S.F. + u m 11 ,'h OF RKMAR OR. •a ;OD 4a d w 'y C F 9,p�. ;1FF 549 «\ o FF 5a5 a y F N • 111 4+yU PR( RB WBIO-IN 117ER :.. «« «+ <v _ rn n 0 •' Off' 1 W / P. r.... «{«««n««««««+«««++a EX15T� � 5z4 oZ +««««...«.««.. «: «'a«+ .... a.ii«++wa �1 C ''s � •> sti ^i �V PAT JOSEPH B PATRICIA MOORE 21100 COMMONWEALTH OR. �pg g-.2 T. M. )1M-12-IG R SEMINOLE TAIL FIRE DEPT ALBEMARLE COVNTY towner) LyL zoned. C-I NOTE: CG - 2 TO BE USED THROUGHOUT SITE 0 REVISIONS MARCH 9, 1992 SITE REVIEW COMMENT REV. OCT. 23, 1992 DATE FEBRUARY 10,1992 SCALE '= 40' CONTOUR INTERVAL 2 FEET SHEET 2/2 FILE NUMBER 7532 i VICINITY MAP n.t.s.