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Home My WebLink AboutSDP200100113 Plan - Approved Final Site Plan and Comps. 2002-01-04W ® Site Development Data SITE DATA: Tax Map 58, Parcel 37G Deed Book: 1637, Page 333 Deed Book: 1282, Page 528 Deed Book: 977, Page 650 Deed Book: 659, Page 342 (PLAT) N, U ZONING: LI SETBACKS: No setbacks 7 61 C_! Precision Sports Surfaces Inc. Phase I & II Final Site Plans 0 Ivy Industrial Park, Tract 2A Ivy Magisterial District, Albemarle County, Virginia General Construction Notes 1. The site is not near a watercourse or within a reservoir watershed. 2. The site is not within 100 -year flood plain limits. . 3. All elevations are based on BM #1 (#T-1038, Elev. 501.47 ft.) and BM #2 (#T-5044, Elev. 486.19 ft.) established by Thomas B. Lincoln Land Surveyor Inc. Meets and bounds taken from survey by Thornas B. Lincoln Land Surveyor Inc. 4. The location of existing utilities across the line of proposed work are not necessarily shown on the plans and where shown are only approximately correct. The contractor shall on his own initiative locate all underground lines and structures before commencing work. He agrees ara to be fully responsible for any and all damages that might be occasioned by his failure to exactly locate and preserve any and all underground ,r° - •,�-.� utilities. o 5. The contractor shall be responsible for notifying "Miss Ut:ility" (1-800-5527001). 6. The acronym VDOT refers to the Virginia Department of Transportation. LOCATION: Ivy Industrial Park, Tract 2A 7. All materials and construction methods shall conform to current VDOT Road and Bridge Specifications and Standards. Ivy Magisterial District 8. Erosion and siltation control measures shall be provided im accordance with the approved erosion control plan and must be installed prior to any Albemarle County, Virginia clearing, grading or other construction. 4 9. All slopes and disturbed areas are to be fertilized, seeded and mulched. Maximum allowable fill or cut slope is 2:1. Where reasonably obtained, OWNER: Sea Grove, L.L.C. BUSINESS: Precision. Sports Surfaces, Inc. lesser slopes of 4:1 or better are to be achieved. 109 Cavalier Drive P. O. Box 55 10. Paved or rip -rap lined ditch may be required to stabilized. a drainage channel when, in the opinion of the Director of Engineering or his Charlottesville, VA 22901 Charlottesville, VA 22902 designee, it is deemed necessary. Phone (804) 295-3020 Phone (804) 971-9628 11. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices, latest edition. 12. All excavation for underground pipe installation must connply with OSHA Standards for the Construction Industry (29 CFR Part 1926). EXISTING CONDITIONS: Currently used as contractor's office and storage: yard with one 1,200 S.F. metal building. 13. Existing private septic tank and drainfield. Septic tank shall not be located in travelway and shall be relocated if necessary. Health Department PROPOSED DEVELOPMENT: Contractor's office and storage yard with new 7,200 S.F. building. (Phase I) Additional contractor's office and storage yard with 5,000 S.F. building. (Phase II) LAND USE: Building (Land Coverage Ratio): Crushed stone drive 7a 7: Open: Total Site Area: Floor Area Ratio Existing 1,500 S.F. (2%) 13,475 S.F. (15%) 72,145 S.F. (83%) 87,120 S.F. (2.Oac.) Phase I 8,7010 S.F. ;10%) 361121 S.F. 1141%) 42,299 S.F. (49%) 87,120 S.F. (2.0ac.) 15,890 S.F. (18.2%) approval received May 2, 2001 (ID # 101-01-0185). 14. Driveway and Parking Area Design: 4" crushed stone, VDOT #21B. 15. Runoff Control: Provided by stormwater detention basin and biofilter to to installed after permanent stabilization of denuded areas on the site. 16. Erosion Control: As shown on Plan Phase II 17. Water: Existing private well 12,200 S.F. (14%) 18. Refuse: Stored inside for private pick-up 33,328 S.F. (38%) 19. Outdoor Lighting: Shall consist of floodlights on the building as indicate on the plan and shall not glare on adjacent properties and roadways. 41,592 S.F. (48%) No outdoor luminaire will exceed 3,000 initial lumens. 87,120 S.F. (2.Oae.) 20. Signs: Must comply with Section 4.15 of the zoning ordinance and will require separate permit. 24,560 S.F. (28.2%) 21. Survey and Topographic Information provided by Thomas B. Lincoln Land Surveyor Inc. Phase I Phase 11 BUILDING USE: New Building: 7,200 S.F. (office 1,800 S.F.) 5,000 S.F. (office 1,500 S.F.) Existing Building: 1,200 S.F. 7,200 S.F. Total: 8,400 S.F. 12,200 S.F. BUILDING HEIGHT: Less than 35 ft. PARKING: Required: 1 per 2 employees, major shift 11 employees 6 spaces Total Required 6 spaces Note: Parking spaces provided for company vehicles and trailers. Provided: 39 parking spaces plus 1 Handicapped space (Phas(e I). 45 parking spaces plus 2 Handicapped spaces (Phase II). 22. Original Site Plan by Earth Tech dated 10/28/95, Revised 7/16/97, and approved 8/13/97. 23. Concrete parking pad for handicap parking shall be flush with finish grade. Concrete shall be 3000 psi w/ 6x6 W1.4 x W1.4 reinforcement and 4" gravel base. 24. This parcel will generate less than 350 vehicle trips per week. Letter from Mr. Andy Hord, dated August 15, 2001, to Albemarle County indicated the future traffic generation figures. Mr. Hord indicated the maximum average daily round trips would be 23 during the winter and spring. 25. Each outdoor luminaire equipped with a lamp which emiits 3,000 or more intial lumens shall be a full cutoff luminaire or a decorative luminaire with full cutoff optics. 26. The spillover of lighting from parking area luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one-half (1/2) foot candle. 27. All parking spaces are 9'x 18' except handicapped spots which are 12'x 18' with an 8° wide adjacent no park zone. 28. No curb cuts will be provided except into the aggregate dissipator. Temporary Sediment Basin Detail (No Scale) PLASTIC ANTI -VORTEX NUMBER OF FIXTURES (All Buildings) TRASH RACK Phase I Phase II E Sinks 9 16 �Q Toilets 5 8 6 ZRIPRAP H VDOTLASS I R Albemarle County Approvals: BERM PLASTIC R E.RAlbemarle Co. Dept. of Planning �15" Plastic Pipe & Community Development TO DITCH t `- INV. 483.00 CONCRETE BASE -� 8" ORIFICE • 2*R AlbQ46o. pt. of Engineering kAG ,�uuvn,&ZA 1-14-02 Albemarle Co. Dept. of Zoning 8 7 .5 0 /0_1 zl� / / 1>__ 8.5' 4.5' VDOT #3 STONE 16.5' 490.00' 489.00' GEOTEXTILE DRY STORAGE WET STORAGE TEMPORARY 8" RISER ATTACHED TO ORIFICE AND FASTENED TO PLASTIC RISER TOP ELEV. 487.00' DETENTION BERM RISER RISER ORIFICE ORIFIICE PIPE PIPE PIPE TRASH TRASH BASIN ELEVATION ELEVATION DIAMETER DIAMETER INVERT DIAMETER SLOPE LENGTH RACK RACK (E) (H) (R) (0) (i)) (D) (S) (L) DIA. HEIGHT 490.00 489.00 15" 8" 483.00" 15 0.3% 33.8 21 7" 0 R K Site Vicinity Map General Erosion and Sediment Control Notes i ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL, PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIR+_GINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES -2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK FMOR TO THE FINAL INSPECTION. ES -3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES -4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE; AT ALL TIMES. ES -5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS). THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. ES -6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. ES -7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. ES -8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. *STATE AGENCIES SHALL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHOD USED AND THE OVERALL EFFECTIVENESS OF THE EROSION CONTROL PLAN. THE APPROVED EROSION AND SEDIMENIT CONTROL PLAN MAY BE AMENDED BY THE PLAN APPROVING AUTHORITY IF ON-SITE INSPECTION INDICATES THAT THE APPROVED CONTROL MEASURES ARE NOT EFFECTIVE IN CONTROLLING EROSION AND SEDIMENTATION OR BECAUSE OF CHANGED CIRCUMSTANCES THE PLAN CAN NOT BE CARRIED OUT. *PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. Title Sheet & Notes Owner: Sea Grove, L.L.C. 109 Cavalier Dr. Charlottesville, VA 22901 TITLE V�YA' �;, S d Precision Sports Surfaces Engi Inc. a i"3 SIZE CAGE C ----------------------- -- SCALE NTS 3 ' 2 David Wyant, P.E. 4686 Garth Road Crozet, Va. 22932 3 (11/30/01) ;{ 11/8/01 SHEET I of 4 1 X Ee 0 W1 RT 678 SITE '�--U,5 250 MURRAY SCHOOL CSX RR IVY DETTOR, EDWARDS, & MORRIS General Erosion and Sediment Control Notes i ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL, PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIR+_GINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES -2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK FMOR TO THE FINAL INSPECTION. ES -3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES -4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE; AT ALL TIMES. ES -5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS). THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. ES -6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. ES -7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. ES -8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. *STATE AGENCIES SHALL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHOD USED AND THE OVERALL EFFECTIVENESS OF THE EROSION CONTROL PLAN. THE APPROVED EROSION AND SEDIMENIT CONTROL PLAN MAY BE AMENDED BY THE PLAN APPROVING AUTHORITY IF ON-SITE INSPECTION INDICATES THAT THE APPROVED CONTROL MEASURES ARE NOT EFFECTIVE IN CONTROLLING EROSION AND SEDIMENTATION OR BECAUSE OF CHANGED CIRCUMSTANCES THE PLAN CAN NOT BE CARRIED OUT. *PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. Title Sheet & Notes Owner: Sea Grove, L.L.C. 109 Cavalier Dr. Charlottesville, VA 22901 TITLE V�YA' �;, S d Precision Sports Surfaces Engi Inc. a i"3 SIZE CAGE C ----------------------- -- SCALE NTS 3 ' 2 David Wyant, P.E. 4686 Garth Road Crozet, Va. 22932 3 (11/30/01) ;{ 11/8/01 SHEET I of 4 1 X Ee 0 W1 8 1 7 1 6 1 5 d7 4 1 3 1 2 1 1 'k- DE7-7-0 TMP 58-37 FAULCONER CONSTRUCTION CO., INC D.B. 1890 P. 1_51 4a 0 D.B. 596 P. -1-82 PLAT D.B. 526 P. 175 -Z D D N18057' \ I 28.76' WCODL I =47029cam='56" "X x, .......... x �7_ R=370,00, �:7 �487- 22 x, > 7 4 (6 T=162,80' . , r - .71 —499- BEN,H MARK j , \ �. r-`"'` \r:.'�Ib, IWIQ X E I,P,��`RAP," A= 306. 73' C 298. 03' K, V ? o,s T 480 D I' + 418 9. T, x -C-8=N42 04 1'58"E 4 ''F 7, q,90 x/ 'x 486. 2C '?7 .z DETAIL t T 1 E/X I b-7Tw,-,G'\,�D,/ IENTPN/<-, >< D S_ -IS, SE rd SHEE 5 L , _f 3r N), x 0. 10 48'43 Rz625.00, 3 .5ooe�l "-T=59, 15' POND x" 50 X OR x: ROAD 4 17. 9 4 7/ 7 85 8,2 0 A x x Ujc C=117. 77' NIZ HED TO 1_6 CB=N61 '02 '35"E ATF "D S PAT R 0 BE EM VED 185.23 Z u4 (,3'x20'xl DEEP 480 Z ----------------- LO BENCH MARK #1 -0,69 T 5ou 00 k co 49 cp SIG C TANG DRAINFIELD TMP 58-37 14 8 5 E "" Z C .29 GRAVEL Q) 5M) + 49� FAULCONER CONSTRUCTION Co., > .00 D.B. TEL I ago p ____I 51 IVI., 182 PLAT �DI,VER OLLA D.B. 596 �P' _5, L0N>8'E,, 'POLLA 7- "K, D.B.P. 175 596 STRAW B LES (EXISTIN 0 A I \ =1.45 'V U S E D TO BE U ,M 0 V Zon,e d: Ll U 495.42 4 94 se* Office and A u l�17TING LOCATION EH _W-d�e ho x" 4 3 E P� APP>b 494,90 EM SHED IN PH A PHASE ,\ - - \ 1. BUILDING m / i C� ' 1 1 1�,) /_ � I - -� V-"\ --- 't - I \ -4 - I 6(3A,i S 0 3 U0 n 1 14,2 A 011. 29 + � - - 1. _Tj�___ 1_ -- —_ -:� F�18TING) 502 +\5 S, ALES 501 .49 E, - 3 7 G S.F - PHASE I G'�AVEL 497 '19 E\A\ GROVE, L'�-L, C X" 0 0 9\A \JE LVE 0_20 CE )6 D. 9. \! \,� �� -, 1 0 1 L P 333 0 5 P 528 GO ___�PE' D lye 21 D. B. D.R ;v 'X 5n4AI P 650 STING IA\1N K Z 7 7�\ EXISTING E)-. B . R59 \P '342 PLAT 7\ ops 6 SIDEWALK 2.00 _FS 24' 4 �A4 X N41 08/34 W ZONED: 4- 504 81 270. 00 EXISTING SEPTIC TAN �K" All 51 - 04./4�74 C) �18, -EG-E-N BUILDING TOP BL. 4 9 F, 2-- ENTRANCE 504 1j,7 ZZ IF IRON FOUND (TYP.) 50,4 SC V', OHE OVERHEAD ELECTRIC LINE + PF = PIPE FOUND 0 UTILITY PAD PP = POWER POLE 3 0 � �C, STEM BUILDING (Oj J WV = WATER VALVE 0 UGE UNDERGROUND ELECTRIC LINE \"VI PHASE I BULL RUN VALVE < PROPOSED OFFICE ENT NCE I? uq,Z UDT = UNDERGROUND TELEPHONE LINE ELEP ONE STORAGE BUILDING ; /�� // // \ o��e 7,200 FT2 X, 14 MAX. BLD. HT. 35FT. 6 / i \ 5j %TMP 58-37CI EXISTING CONTOURS IC L E / VIRGINIA LAND HOLDINGS, LLC PROPOSED CONTOURS D.B_ 1673 P - 645 D. B. X 5) 0 4,,�r, P, LIGHT 1069 P. 744 LEYLAND CYPRESS 505'. D -B. 827 P. 479 PLAT 00, FFE ON QR3E5TE P,AD FO Zoned: Ll ORNAMENTAL PEARS 0 (0 U OSURE /TF- C,' Use: Office and Warehouse OR G�E ARE SLOPES GREATER THAN 25% K" EROSION CONTROL LEGEND: " FUTURE OFFICEJ_FLOOR'} BENCH MARK # I I S SURVEY BENCH MARK #2 IS SURVEY \CONTROL POINT #T-1038, A CONTROL POINT #T-5044, A Fi CE STORAGE (2 -ND,- L 00 NAIL WITH FLASHER LOCATED NAIL WITH FLASHER LOCATED . ..... .. CONSTRUCTION ENTRANCE RELOCAT D AME 39.77' NORTHEAST OF APPROXIMATELY 6.5' NORTH x" AL�M I NUM BUILDING. OF DETTOR ROAD AND SH DE MULCH R Q5 -MOST CORNER SOUTHWEST OF NOR HERN OF -Qj�� 7 81,90' ALUMINUO ILDING ALUm\7UM BUILDING TELEPHONE BOLLARD AT P,�\ / / S 3 3 9,0`00 E ENTRANCE TO SITE. + PERMANENT SEEDING 00, E L _R 95S NOT THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS Z A @S 0,24 N SHOWN APPROXIMATE WAY ONLY. THE CONTRACTOR PPROv B Y X _( r� \ \ , SHALL MINE THE EXACT LOCATION OF ALL EXISTING (�D = SILT FENCE E R V E. T > N UT BEFORE COMMENCING WORK. HE AGREES TO BE I�T E S IF T\11 _Y: I SEEDING FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT 'Z BE OCCASIONItp BY HIS FAILURE TO EXACTLY LOCATE AND - ------ VEP/CO EASEMENT TEMPORARY S PRESERVE ANY AND ALL UNDERGROUND UTILITIES. G' R P 2068 p. LEYLAND C PRESS 17 \ OP = OUTLET PROTECTION 15' 0,'C TYP. NOTE: AS PART OF THE CONVERSION OF F 5 18, Phase I RE R- + ORNAMENTAL*PEAR THE SEDIMENT BASIN TO BMP THE DAM FL6_� DR FIELD PP#, �S29052'35 V 15' O.C.TYP.I, 1?0 SLOPES MUST BE GRADED TO A MAXIIMUM Owner: Sea Grove, L.L.C. 109 Cavalier Dr. Charlottesville, VA 22901 S129 - 12'60 W COMBINED UPSTREAM AND DOWNSTREAM TITLE (D 247,75' TMP 58/-�37-C 1 20.04 _1�1'__ -, SLOPE OF 5:1 (3:1 DOWNSTREAM FACE 2:1 Engineer: David Wyant, P.E. \ i VIIRGINIA LAND HOLDINGS, LLC Precision Sports Surfaces Dti.B. 1673 P. 645 UPSTREAM FACE). 4686 Garth Road D,.B. 1069 P. 744Zz ROOF DRAINS FROM PHASE I BUILDING WILL Inc. Crozet, Va. 22932 I I.B. 827 P. 479 PLAT OUTLET ON THE PARKING LOT, Zoned: Ll SIZE CAGE CODE DWG. NO. iREV Office and 0 Use:E Warehouse ------------------ D 3 (11/30/01) SCALEI 1 11 SHEET E ET 1'=20 2Of 8 7 6 5 4 3 2 7 1 n_ 0 7 0 0 M 3 K 0 DE -r7 -OR \ \ / — \ (60, ' \ \ / TMP 58-37 FAULCONER CONSTRUCTION CO.,- 15INC Z \ . 5960 pP- 82 I PLAT D . B - 480 i NOTE: VEHICLE INTENANCF_--- D _ - \\ - -'� ; �- -' ACCESS TO BMP _ _ __ .--- � / \ D / \ -` -I- 1 Q W D E RIP N 1 8 ° 5 7 ' Q -O" ' E / /' ---- - — - - � RAP DITCH o 28.76' `\ BIOFILTER - ----- _ w SEE DETAIL - _ \ - - �- -._ --� NE ITYp ��=47 ° \ i - 71 / X - - _ \ � - 9 T 3 620 8 \\ _ - -- A = 3 BENCH MARK @T_ `. \ , . J _ i 06 73`#4 - 24� _ s I /' PS �- 42 �r-F��Ra� -z ,f:- - 5 8 E \ -F= i r_JV D, / J.v < ; r- 9 % C_- C , E DETAIL � � � _ ..t t � ��;�.��"��,;«� �,�-, c c;' ` 4 a r 86. - - ;ems _o i. 19 i i \ ! �N T s G_ _ , f E 1 ,k - SHEET _ T , i r - - _--------- - .54 /„ / = A1 \ i Tl - O i 1 - 5.00 T _ R62 --_ [' 96 > _o \o%' GGR GA E DI SI \ 4 `35 7 i i` D - �,� i h S E D 0tr 1 ;` - \, i y, / / - B R MOV D \ CB=N6I °'02'35'E p k !� \ - - --- \ tf- � r i\ g� \ ' % CONC ETE PAD \ \ --� s. TO BE REMOVED 480 p\ _ \ /# '\ MAR , - - 5O0 l� \ 500. >� \k nra4 � c0 \ TMP 58-37 ,'85. 9' ' / ! AVE G Y / _� I GN\ ! L LIGHT �, ,E� 00 FAD.B.1 890 CONSTRUCTION CO . , I tVC \ �+ 1+ B. 1890 p. ___I %/� 'HII V / D . B . 596 P . 182 PLAT /' _ / - \ _ o _ -- _ - TELFPHONE� D.B. 596 P . 1 75 , k'� DJ VERSION BRvI i -- _ �. 50 I . --\ \ i o �% /---'�'` o A ��' S STRAW B! LES (EXISTING) - _ - _ -✓ -CL Raj' \� Zoned : /- — I H AN atCA P @ o o 4 o I n / - ------ -- - -: —"/ : - - - Use: Office an PARKJN' �, HANDIC PED PARKI ��\ d Warehous _ _ 43 E_ A 488 7T \k �; STRAW LE \, ' _ I ING)502 : c - '\`Z j% `��\r ++504,_ -29 497,29 E \GCO V C C ��O \ PROPOSED �2 STOF( ip '' -o.. o\ CE ` - o_� o• . i D. B, 12,2\ P . 5 2 F 501.z0;FFICE 8c STORA` -P E 5 00�„ - --- . 6.59 U! AS WELL°, D n LD N (5( x 0 C(Z �3 SIDEWAL . t:�r ' BLD: HT. /\N - - - ----'MAX.-” - / \G -1 -- - - -- _ L �N41° \k =* 5015.0808i4„W ANDICAP D ZONED. �I _ o h1 r `j I\ 5 00270.00 you a1 + EXISTING INC DSAI FI LDS SEPTIC TANS / 04 74 APPf�O BY BUILDING HEALTH E T. 496.24J ENTRANCE c, STOP BLO K \ S\ - X0-1 A 7 / 1 F = IRON FOUND O4 E�RD ELECTRIC LINEP.) UTILITY PADPF= PIPE FOUND \\ PP = POWER POLE i/i j ��' '�j : ' WV = WATER VALVE ' / E' _ I� `f PHASE I caBUILDING30 BULL RUN VALVE l 1 % ENT NCE \\ ';� `' '� 6� %' ) ° ;� `�0 8 i P� LICE = UNDERGROUND ELECTRIC LINE / PROPOSED OFFICE 8c \ O � � �, � / T 58-3 p2 UDT = UNDERGROUND TELEPHONE LINE / STORAGE B3UILDING /., 7cI • = SILT FENCE /TELEP ONE 7 ZOO FT2 -'VIRGINIA LAND HOLDINGS, LLC Q / / / > / ( D.B. 1673 P. 645 MAX. BLD. HT. 35 FT. -� SES / \' i D.B. 1069 P. 744 5 EXISTING CONTOURS / L E( T,p, / // % D . B . ULL UN LV i/,r 827 P. 479 PLAT �� \ PROPOSED CONTOURS i I H Q n / \/ �, / RELOCATED FR'L,- � FFE`_ �bUb.00' o + LIGHT DI RIB TIO OX Use: Office and Warehouse LEYLAND CYPRESS SHED -lb- S E r . Zoned: LI ORNAMENTAL PEARS d ON EJE PAD FO PRO 0 D S �'� \ /; ' / �`'� i i ALU,MINU-M/BU L G �- o , / ° / \ OSURE�CES /: TA + % NO E: \� /y.5 _ IC SYSTEM FOR 1200 S.F. \ SLOPES GREATER THAN 25% )ZEXISTING SEPT / \ OR G ARE /� \ BUILDING TO BE REPLACED WITH NEW SYSTEM. FUTURE OFFICE a -ST FLOOR) / BENCH MARK #2 IS SURVEY \ \ C /, / / 2. PHASE 11 WILL COMMENCE WITHIN 4 YEARS OF /APPROVAL \ ENCH MARK # I 1 S SURVEY CONTROL WITH #T-5044, A STORAGE FLOOR / FLASHER LOCATED I / OF THIS SITE PLAN ONTROL P01 NT #T- 1038, A n % 5_(y_5 r i` ,� i /;� APPROXIMATELY 6.5' NORTH _ - i -�' \ i / NA 1L WITH FLASHER LOCATED EROSION CONTROL LEGEND: 39\77' NORTHEAST OF OF DETTOR ROAD AND �� NOR RN -MOST CORNER OF EST F / 81.90' SOUTHWEST 0 + CE =CONSTRUCTION ENTRANCE ALUM C\ UM BUILDING . TELEPHONE BOLLARD AT \ - - ' P \ /' S33 0Z 00 E o ENTRANCE TO SITE. \\ D + ,' \ \ / / . 00 ' NOTE- `THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS PPROV D BY_ '.'” / M = MULCH +l �AN APPROXIMATE WAY ONLY. THE CONTRACTOR ' , ? SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING - UT I L I T I ES\ BEFORE COMMENCING WORK. HE AGREES TO BE IF f PS = PERMANENT SEEDING FULLY RESP NS 1 BLE FOR ANY AND ALL DAMAGES WHICH MIGHT I\ J EM T <aUY\ k PP#El-j BE OCCAS 0 BY HIS FAILURE TO EXACTLY LOCATE AND - VEP O .EAS EN � � \ � � PRESERVE I ANYANDALL UNDERGROUND UTILITIES, A \ ,', SILT FENCE -- DB 2068, p. 17 / LEYLAND CX(PRESS / I=3 y I f TS = TEMPORARY SEEDING t ;.% 15 0� C. TYP. � A � � R ESR-V=E I I° r -I- J I � . ,,;� ` __—� _ ', / \ -' \ ' + `> 1 1 , 79 RNAMENTAL PEAR _ _ _ Phase II '� r'P#E16 , \ DR- FIELD I `S�'p - -- \ OP -OUTLET PROTECTION cn r� ;S29 ° 52 ' 35 'W 15' O.C. TYP.I % \ O 1 ' I S29012' 5,0 ,1 W Owner: Sea Grove, L.L.C. 109 Cavalier Dr. Charlottesville, VA 22901 247.75' NOTE: AS PART OF THE CONVERSION OF 04 \\ THE SEDIMENT BASIN TO BMP THE DAM TITLE \ I SMP 58-37� / SLOPES MUST BE GRADED TO A MAXIMUM Engineer: David Wyant, P.E. \\ I / COMBINED UPSTREAM AND DOWNSTREAM Precision Sports Surfaces 4686 Garth Road �/ I RGA I N i A LAND HOLDINGS, LLC �� Inc. D. B. 1 673 P. 645 / Crozet, Va. 22932 \ C `\ D • B • 1069 P. 744 \ SLOPE OF 5:1 (3:1 DOWNSTREAM FACE 2:1 _ /� \ 0 D • B . 827 P. 479 PLAT UPSTREAM FACE). SIZE CAGE CODE DWG. NO. REV Zoned: LI ROOF DRAINS FROM THE PHASE I BUILDING i \------------------------- D 3 (11/30/01) 1(11/8/01) Use: Office and Warehouse � � WILL OUTLET ON THE PARKING LOT. ------------------------- SCALE 1 11_201 SHEET 3 of 4 8 7 6 5 4 3 2 1 "Cal O 00 0 0 0 RIP RAP 0 0 0 0 0 C -0 AGGREGATE DISSIPATOR DIVERSION BERM HEIGHT DIVERSION BERM HEIGHT = 9" 6 OPENINGS 1' WIDE GRAVEL PARKING AREA •1 11111] raw "AMIN I 50% SAND -- 30% TOP SOIL 20% LEAF MULCH NOT TO SCALE ju, 15' REDTOP GR4ASS WITH STRAW MULCH COVERED WVITH EC -2 EROSION CONTROL MATTING SOD TURFF COVER SS SECTION OF BIOFILTER (A -A) Offilm 15' AVE. WIDTH 4",L6" PERFORATED PVC PIPE@ 1% SLOPE (MIN.) TO DI 13 N OTES: 0 SWEET CUM (I MIN) 0 RED MAPLE (1 MIN.) 0 WHITE ASH (1 MIN.) BERM 75' iii ii �> fl � . 1 " CALIPER TREE - 1.) AS PART OF THE CONVERSION OF THE SEDIMENT BASIN TO B.M.P. THE DAM SLOPES MUST BE GRADED TO A MAX. COMBINED UPSTREAM DOWNSTREAM SLOPE OF :5J, 2.) 1' PONDING DEPTH TO CREST OF RISER. PROVIDE CLEAN-OUT @ 50' INTERVALS & @ END OF PERFORATED PIPES (Z) (n � Q � C) C:) o ��ff=�Mgms= Ml��l BERM PLAN VIEV OF BIOFILTER TOP 4E 15" CPP INV 4834.0, CONCRETE BLOCK 2'X2'X 1.5' (MIN.) NOT TO SCALE 33 C:) Q 1 0'(TYP,) C,)C:)C=)C1C3 CLEAN-OUT WITH WATER TIGHT CAP 4"-6" PERFORAITED PVC PIPE @ 1 % SLOPE (MIN.) TO DI 4"-6" NON-PERFORATEDI PVC PIPE @ 1 % SLOPE' 1' (MIN.) ------- — UNDERDRAIN GRAVEL (AASHTO M4.3, 112"-l") WRAPPED IN FILTER FABRIC CROSS SECTION OF 1310FILTER NOT TO SCALE 2.5' (MIN.) 50% SAND 30% TOP SOIL 20% LEAF MULCH (SAND: 0.02"-0.04" ASTM C33 FINE) NOTES: 1. BMP is not to be constructed until the site is adequately stabilized according to Water Resources Personnel (434) 296-5861. 2. Sand/Soil/Leaf mulch material must be inspected by Water Resources Personnel before installation (4 3 4) 296-5861. 3. The Sand/Soil/Leaf mulch material must be stabilized with sod along with the trees and/or shrubs listed on the plan. PHASE I PRECISION SPORTS SURFACES INC. OWNER: SEA GROVE L.L.C. 109 CAVALIER DR. CHARLOTTESVILLE, VA. 22901 ENGINEER: DAVID WYANT P.E. 4686 GARTH ROAD CROZET, VA. 22932 SCALE 1" = 20 , NOVEMBER 30, 2001