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HomeMy WebLinkAboutSDP201200023 Plan - Approved Preliminary Site Plan 2012-06-22C ENERA L NOTES 1. OWNER: GLOBAL COUNTRY OF WORLD PEACE 1900 CAPITAL BOULEVARD MAHARISHI VEDIC CITY, lA 52558 2. CONTRACT PURCHASER: UNIVERSITY OF VIRGINIA PHYSICIANS GROUP 500 RAY C. HUNT DRIVE PO BOX 800504 CHARLOTTESVILLE, VA 22903 AGEN T.• NA T PERKINS (434) 531- 7387 NA T. PERKINS@GMAIL. COM J. ENGINEER: POHL CONSULTING, LLC 1603 KENWOOD LANE CHARLOTTESVILLE, VIRGINIA 22901 (434) 466-7458 CONTACT' FRANK V. POHL, P.E. (FRANK©POHLCONSUL TINGLLC.COM) 4. TAX PARCEL #• 06100-00-00-026AO, LOT B 5. DEED REFERENCE: DEED 3100, PAGE 466 6. ZONING: C-1 (COMMERCIAL) 7. TOTAL ACREAGE: 1.53 A CRSS 8. EXISTING/PROPOSED USE: UNDEVELOPED / DAY CARE CENTER 9. MAGISTERIAL DISTRICT' JACK JOUETT DISTRICT 10. ENTRANCE CORRIDOR: PARCEL IS NOT LOCATED WITHIN AN ENTRANCE CORRIDOR OIVERLAY. 11. SETBACKS: ADJACENT PUBLIC STREETS - 30 FT (10' PARKING SETBACK) ADJACENT RESIDENTIAL & RURAL AREAS = 50 FT (20' PARKING SETBACK) 20' BUFFER REQUIRED WHERE ADJACENT RESIDENTIAL & RURAL AREAS PRELIMINARY SITE PLAN 12. MAXIMUM BUILDING HEIGHT 2 STORIES, 35 FT 13. MAXIMUM BUILDING AREA: DAY CARE CENTER = 16,768 SF 14. MAXIMUM PAVED PARKING AND VEHICULAR CIRCULATION AREAS: 17,772 SF 15. RECREATION AREA = 16,272 SF 16. MAXIMUM NUMBER OF EMPLOYEES PER SHIFT (2 SHIFTS): 25 EMPLOYEES. THERE WILL NOT BE MORE THAN 25 EMPLOYEES ON PREMISE A T ONE TIME. 17. MAXIMUM NUMBER OF DAY CARE STUDENTS: 150 18. DRAINAGE DISTRICT.' PARCEL IS NOT LOCATED WITHIN A RESERVOIR WATERSHED. 19. JURISDICTIONAL AREA: PARCEL IS LOCATED IN THE WATER AND SEWER JURISDICTIOWAL AREA. 20. SURVE`!• TOPOGRAPHY SHOWN HEREON WAS FIELD ,RUN 8Y JOHN McNAIR & ASSOCIATES IN OCTOBER, 2006. 21. FLOOD PLAIN: THIS PROPERTY LIES IN AN AREA DESIGNATED AS -ZONE X (AREA s-E?ETERMINED TO BE OUTSIDE THE 0.29' ANNUAL CHANCE FLOODPLAIN) AS SHOWN ON MAPS BY FEDERAL EMERGENCY MANAGEMENT AGENCY. 22. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES WITHIN LIMITS OF WORK PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIA TEL Y IF LOCA TION OR ELEVA TION IS DIFFERENT FROM THA T SHOWN ON PLANS, IF THERE APPEARS TO BE A CONFLICT OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. 23. OUTDOOR LIGHTING: A PHOTOMETRIC PLAN WILL BE SUBMITTED WITH THE FINAL SITE PLAN APPLICATION. HOWEVER, SITE LIGHTING FIXTURE LOCATIONS ARE SHOWN AS REQUIRED. 24. CRITICAL SLOPES: THERE ARE LIMITED MAN-MADE CRITICAL SLOPES ON THIS PROJECT (APPROX. 9,515 SF) AS SHOWN ON THE EXISTING SURVEY. A CRITICAL SLOPE WAIVER IS BEING SUBMITTED WITH THIS PRELIMINARY SITE PLAN TO 08TAIN APPROVAL TO IMPACT CRITICAL SLOPES THAT WERE NOT PREVIOUSLY APPROVED TO BE IMPACTED. 25. THE REQUIRED POLLUTION REMOVAL RATE BASE ON THE COUNTY MODIFIED SIMPLE iWORKSNEET IS 637 FIL TERRA UNITS WILL BE USED TO TREAT RUNOFF FROM IMPERVIOUS AREAS, INCLUDING ALL ROOF RUNOFF. 26. ALL SLOPE AREAS GREA TER THAN 3.• 1 WILL BE PLANTED WI TH "CREEPING LIL YTURF-" ® 2' 0. C. 27. SIGHT DISTANCE EASEMENTS SHALL BE GRADED AND TREES CUT AS NEEDED TO PROVIDE THE MINIMUM SITE DISTANCE. REFER TO SHEET C-2 FOR DEED BOOK AND PAGE OF RECORDED EASEMENT 28, A PICK-UP AND DROP-OFF AREA IS NOT REQUIRED FOR THIS PROJECT PARENTS WILL BE REQUIRED TO PHYSICALLY CHECK-IN AND CHECK-OUT THEIR CHILD FROM THE PREMISES, WHICH WILL REQUIRE THEM TO PARIK. 1. 2. J. 4. 5. 6. 7. 8. FRAL CONSTRUCTION NOTES FOR S1rTE PLANS PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUIDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT 9F TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL iCONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE- WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRAIDING CR OTHER CONSTRUCTION. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHECD. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER .SLOPES OF 3.• 1 OR BETTER ARE TO BE ACHIEVED. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UN11FORM TRAFFIC CONTROL DEVICES. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -- CLASS 11L ALL EXCA VA TIONS FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). PARKING SCHEDULE- CHEDULEUSE USE CODE REQUIREMENT NUMBER REQUIRED PIROVIDED EMPLOYEES I PER EMPLOYEE 25 EMPLOYEES = 25 SPACES 40 SPACES (35 ONSITE AND 5 WITHIN SHARED PARKING EASEMENT ON ADJAI CENT PARCEL) STUDENTS 1 PER 10 STUDENTS 150 STUDENTS = 15 SPACES TOTAL 05129112 40 SPACES JACK JOUETT DISTRICT ALBEMARLE, VIRGINIA APRIL 23, 2012 V3CINITY MAP TRAFFIC GENERA TION CAL CULA TIONS (ITE CODE 565, PG 1089/1090 PER STUDENT (NUMBER OF STUDENTS) AVERAGE RATE (AM/PM PEEAK NO. OF TRIPS (AM/PM) F_ 150 0.82/0.85 123/1275 4 ABBREVIATIONS EM BLDG BW C/L CG C.O. CONC. COORD. DEMO DIA. E&SC ELECT. ELEV. FF ELEV, FTI HDPE HC in. INV. LAT. L. F. MH PVC R RCP SAN. SF (S. F.) STA STR. SVC TC TW TYP. U G/E UON ELECTRIC METER NUMBER OF PARKING SPACES BUILDING BOTTOM OF WALL (NOT INC. EMBEDMENT) CENTERLINE CURB & GUTTER CLEAN-OUT CONCRETE COORDINATE DEMOLITION DIAMETER EROSION AND SEDIMENT CONTROL ELECTRIC ELEVATION FINISHED FLOOR ELEVATION FILTERRA UNIT #1 HIGH DENSITY POLY ETHELYNE HANDICAP PARKING SPACE INCHES INVERT LATERAL LINEAR FEET MANHOLE POLY VINYL CHLORIDE RADIUS REINFORCED CONCRETE PIPE SANITARY SQUARE FEET (FOOT) STATION STRUCTURE SERVICE TOP OF CURB TOP OF WALL TYPICAL UNDERGROUND ELECTRIC UNLESS OTHERWISE NOTED IV- - -2), pj'a aakw& coulAy Dam, y�.� ti Sheet Index Sheet Number Sheet Title C-1 COVER SHEET C-2 EXISTING CONDITIONS PLAN C-3 LAYOUT, GRADING, DRAINAGE AND UTILITY PLAN APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT (PLANNER/ZONING) (ENGINEERING) (BUILDIN+G OFFICIAL) (FIRE OFFICIAL) (ALBEMAIRLE COUNTY SERI/ICE AUTHORITY) (VIRGINIA DEPARTMENT OF TRANSPORTATION) U FRANK V. POHL D Lic No. 040626 SHEET NO, W SHEE'.T I OF 3 X13 SCALE: 1" = 20' DATE: 04123112 DRAWN BY FVP REVISIONS: 05129112 COUNTY COMMENTS z i - LUON LU W N � �..J z w Q Z V e ZO�>, LJ_J Qti V) J Ow00N 0 ° o z0LLJ -� _j� OL Q r o _ V rn 12 These plans and associated documents are the exclusive property of POHL CONSULTING and may not [be reproduced by any means in whole or in part and shall not be assigned to any third party without the express written consent of POHL CONSULTING. W z w U LU � z Q U i W LU F- < LU w LiJ 1 W Q _r '-' ryo LU p �C °_� H 1- w o0 0 w q Q L. j 0 FTTS PROJECT NO. 114 SHEET NO, W SHEE'.T I OF 3 X13 TM 61 W1, PARCEL 02-03-1 PARKER WARD LAND LLC ZONED: C1 PRESENT USE: BUSINESS/RETAIL EXIST. Dl. E-2 TOP=581.50 ~ 12'7NV.IN=578.04 24"INV.IN=578.83 ti . 24"(NV OUT=577 02 581 LEGEND: CRITICAL SLOPES - PREVIOUSLY APPROVED TO BE DISTURBED, SDP 2007-00120. CRITICAL SLOPES - REQUESTING APPROVAL TO DISTURB CRITICAL SLOPES - TO REMAIN UNDISTURBED TM 61 W1, PARCEL 02-04-1 VEGA EAST LTD ZONED: C 1 PRESENT USE: BUSINESS/RETAIL 0' 20' 410 FC), CONTOUR INTERVAL = 1' FIELDWORK PERFORMED OCTOBER 5, 2006 BENCHMARK. FIRE HYD., RF BONNET BOLT ELEV.= 591.46 US DATUM PER B. AUBREY HUFFMAN & ASSOC., 2002 EXISTING OFFICE BUILDING EXISTING HANDICAP A CCESS Iwv. U r =b rd. 12 - \ EXIST. SANITARY S- " `�+ .�_ \\ �► \ \1 \ \ EXISTINGLATERALEXIST. DlE- MH l I i I S-5"TCOfP =I 5,; 77 .2" 1TOP=592.26 TEMPORARY DL E fUNKN❑WN TUP-587.78INV.,INV OUT 573.56SEDIMENT TRAP/NV.IN=585.*b (NVlN=575.98 INVOUT=584.0 ti: TM 61, PARCEL 26 LOTH VIRGINIA LAW FOUNDATION ZONED: C1 PRESENT USE: OFFICE BUILDING =BOOK Y SHOWN HEREON BY B. & ASSOCIATES, LTD. AGE 698 (PLAT) 4 4 d LQ 0 u EXIST. SAN. MH TOP=577.40 INV.IN=574.70 (NV.OUT=574.66 u 0 O LU 0 STORMWATER DETENTION AT BIRNAM BASIN +/- 1400' L=54.0' R=35.0` =88°23'56" - BRG= S36050'11"E C LEN=48 80' PATH aF U FRANK V. POHL D Lic No. 040626 N ti IL NA SCALE: 1" = 20' DATE: 04/23/12 DRAWN BY FVP REVISIONS: 05/29/12 COUNTY COMMENTS U co W Z X W W U Uj Q_ � V ) 0 �' U) "`+ ) O o U) N E W z \i V 10 �►../ rrZn� V LLT �I ZO> Wo r �o m <( �i Z0� � o z < o = (y) C__ These plans and associated documents are the exclusive property of POHL CONSULTING and may not be reproduced by any means in whole or in part and shall not be assigned to any, third party without the express written consent of POHL CONSULTING. PR03ECT NO. 114 SHEET NO. C-2 SHEET 2 OF 3 co W z X W W U Uj Q_ W 0 LL Z U) J U< V < ' LU H W Q 1 m <( z < ryo U 0 oC z z p LU pL W z ry �3: 0 U LU 12L X W PR03ECT NO. 114 SHEET NO. C-2 SHEET 2 OF 3