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HomeMy WebLinkAboutSDP200700023 Plan - Approved 2007-04-18GENERAL CONSTRUCTION NOTES I• 0 I N M 0 d to 0 D LO 0 O L a Y IA In 3 d d i W 1. PRIOR TO CONSTRUCTION WITHIN ANY EXISTING RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 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. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL METHODS 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. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 5. 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. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE RCP) - CLASS 111. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSRTY (29 CFR PART 1926). WATER AND SEWER CONSTRUCTION NOTES 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 CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. 4. DATUM FOR ALL ELEVATIONS SHOWM IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY 1- 800 - 552 - 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. S. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. PROFFERED USE RESTRICTIONS ALBEMARLE COUNTY BOARD OF SUPERVISORS APPROVED ZMA- 2003 -0011 ON APRIL 14, 2004 ARE SUBJECT TO THE FOLLOWING PROFFERS. 1. ONLY THE FOLLOWING USES SHALL BE PERMITTED AS A MATTER OF RIGHT: A. ALL USES PERMITTED UNDER SECTION 23.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE AS IT EXISTS ON APRIL 14, 2004. B. OFFICE AND BUSINESS MACHINE SALES AND SERVICES, AS PERMITTED UNDER SECTION 24.2.1.29 OF THE ALBEMARLE COUNTY ZONING ORDINANCE AS IT EXISTS ON APRIL 14, 2004. C. BARBER AND BEAUTY SHOPS, AS PERMITTED UNDER SECTION 22.2.1.8.2, AND HEALTH SPAS, AS PERMITTED UNDER SECTION 22.2.1.8.8, OF THE ALBEMARLE COUNTY ZONING ORDINANCE AS IT EXISTS ON APRIL 14, 2004. de ILO y \ ` 26 7 4 rL \ S No `' W. M \ "V \ \\ \ \` otFIB .R NT 1 l y ` 'MA16 S rOTI /],530. II 0 ry y ; 1 w No 44 \ ST \ J1 /' ,i \ • I ,POLE 1 i , ` \ 1 V mod' / ; `\ \ 1\ j ' \\ •`` 1, / 1 01 Ile A lA ' SN 0 1 lk 1 F CO \ H / / qy_LsS Fj ' / / \\ ti \ ` NEW 10' PRIVATE go \ \ \ `\ \\ \ \ \ \\ \ cr j r, \ y'ZZ LATERAL EASEMENT 1 \ 4ySj LIGHT POLE 9 S?f, 9 \ \ \ ` \\ ' \\ \\ \ \ `\ ` i \ \ l 4 SF SIG i s 1 'A 4 S NoA 6' 6\ ` \ \ \\ \\ \ \ \ \ \ \`'\ \ \\ \`` \\ \\ `'\ ` ` \ i 1 " ' , ,/ y r`i J /, ' r 44 y CIAs ` \ `\ \` fir` \ \ \ ' ' '\ \ '\ `\ \ I ' , •, OT eY lk I `. \` \\`\\° \\ \ \1 \ • + , ZN 1 52 \ i S 1 {.. I lk ENCLOSURE 1 y / 1 .. / • T TI r • LIGHT \ {/ B 519. o L T 6 I ` \\\\\ \ \ \ \ \_ 2y 34 07 SO F TYPICAL / I ' ' ST 6B 1C45 0 799 ACRE ,' i LIGHT 'des \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` n POLE htLh ,' TPIL TM 61 PAR 128 • ALBEMARLE BAPTIST CHURCH '1 ` ; ; ; 1 - TYPICAL c EDWARD JONES INVESTMENTS ZONED: CO ,,_- I \, i; i 1 t 1 1 sN 3 '1 t •• USE: CHURCH AND OFFICES ; 25 OR ; I644 t ' 1 0 N 1 1 '•" rw lull LOI 1 1 I b 'x•301, to I I I : V •' y rQa 01 ST 6 00 ' - , /h P- - ''i '' LIMITS OF LIN>wIT / CONSTRUCTION D ' PROPOSED !6• PROPOSED GRADING SHALL HAVE A 5 30 _ / / 5Q' ,° STORNIIATER PIPE 10' RADIUS WHEN TYING INTO THE _ L / / F Tryu EXISTING HILLSIDE WHEN POSSIBLE SANIT 9EIER 523 8 LATERAL "a / OFF -SITq5250 LI sTA0' NIOF - _ -__ - hN - -`- - -_ / y " CONCRETE 6RA96 NLOCK CONSTRUCTION CE (FOR NLIZATION) 1 - . LIFE LATERAL - _ . • 5 ------ - - - --' • -- i TOP= 503.96 = ,. ;'- - __'---------------------- DENOTES BEINCHMARK SITE PLAN ELEV. = 520 AT BASE OF FIRE HYDRANT SCALE: 1" = 20' INFORMATION FROM ALBEMARLE COUNTY SERVICE AUTHORITY 0 10 20 40 01 -23 -06 MCINIT MAP GENERAL NOTES: WATER: EXISTING PUBLIC WATER ON SITE HYDRANT. LOCATED OFF SITE (25' FROM PROPERTY L.NrE) FIREFLOW EXCEEDS 4000 GPM. WO SUPPLE BY ALBEMARLE COUNTY MUM AUTHORITY SANITARY SEWERAGE- BEHIND PROPOSED BUI.DNNG. (OFFSITE) COCA ED A RIO A COURT, AND DIRECTLY REFUSE: DUMPSTER (SCREENED). BOUNDARY WORMA71ON FROM PLAT BY RIVANNA Et NiG & SUR*YNG PLC P.O. BOX 7503 CHARLOTTESVILLE, VA 22906 DATED AUG. 30, 2005, AWAITING APPROVAL U71UTY AND ROAD INFORMATION BY- B. AUBREY HUFFMAN AND AS90CIATES, LTD., DATED JAN. 15, 1997, APPROVED APRIL 25, 1997. TOPOGRAPHY INFORMATION BY: B• AUBREY HUFFMAN AND ASSOCIATES, LTD., DA1E0 JAN. 15, 1997, APPROVED APRIL 25, 1997. THE SITE FALLS N THE AIRPORT WACT AREA. THE SITE IS NOT WITHIN A RESERVOIR WATERSHED. THE SITE IS WTHIN A DEVELOPMENT AREA. THE PRESENT USES OF THE ADJACENT PARCELS ARE OFFICE SPACE AND MEDICAL BUIIDNNGS SITE DEVELOPMENT DATA: SITE DATA: LOT 6 TAX MAP PARCEL 61/124A5 DB 15M PACE 404 DB 3130 PAGE 90 DB 3130 PAGE 100 RIO MAGISIERAL DISTRICT ZONING: PD-MC SE7BACKS: 10' FRONT PARKING SETBACK 30' FRONT YARD SETBACK LOCATION: ON RIO ROAD EAST OF RT.29 ALBEMARLE COUNTY, V MA, EXISTING HMYK, LLC OMINER: 355 VEST RIO ROAD, SUITE 203 CHARLOTTESVIIE, VA 22901 EXISTING CONDITIONS: THE SITE IS CLEARED AND GRADED PROPOSED DEVELOPMENT: OFFICE BUILDING SLAB ON GRADE BUILDING) LAND USE BUILDINGS (FOOTPRINT) 4,425 S.F. (12X) PAVEMENT ! SDEWALKS: 16,255 S.F. (4N OPEN: 14,124 S.F. (41%) TOTAL SITE AREA: 34,507 S.F. (.799 ACRES) W USE- OFFICE BUILDING BUILDING TWO STORY HEIGHT: LESS THAN 30' PAVEMENT MATERIAL: ASPH 0 SWAY & PARKING LOT) MATERIAL: CONCRETE SEE DETAE 3/1C2 SITE DRAINAGE: OVERALL SITE SM QUANTITY FOR ALL 7 LOTS AT NO EAST COURT ARE COVERED LOW A SEPARATE APPOMM SITE PLAN. LOT 6 SIN QUALITY IS PROW ONSITE VIA A FILTERRA BOX. PARKING: TOTAL GROSS FLOOR SPACE: 7375 SO. FT. TOTAL NET USABLE FLOOR SPACE 5,900 SQ. FT. (SW PARKING REQUIRED- 5,,900 SQ. SF. /200- 29.5 SPACES SPACES PROVIDED: 30 SPACES LIGHTING: EACH OUTDOOR LUMIINAIE EQUIPPED METH A LAMP INCH EMITS 3 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMNARE OR A DECORATIVE LLUNARE NTH FULL CUTOFF OPTICS. 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. SIGN AGE: DIRECTIONAL SWAM AS SHOW. BUILDING SWAGE MAY BE SUBMITTED FOR APPROVAL AT A LATER DAIS fl n Yl n w z w w Y ffi 8 n V i YO a: z Q a wm U. LL u. Oo wm j ocr.o 00 LOT #6 SITE PLAN REVISIONS: APPROVALS 6 -19-06 COMM COI/E m OFO J - W'V. 7 -27-06 PER CgMTY OMUNIS ALBtMARLE CO. DEPT.OF COMMUNITY DEVELOPMENT -PUNMIING/ZONING DATE c"34 FOR FINAL APPROVAL 4 -18 -zoo FOR FINAL APPROVAL ALBEMARLE CO. DEPT.OF COMMUNITY DEVELOPMENT -ENGINEERING DATE e•1 ALBEM CO. DEPT.OF COMMUNITY DEVELOPMENT -INSPECTIONS DATE isam %-d -4)?6)a7 ALBEMARLE C9 DEPT.OF COMMUNITY DEVELOPMENT -ARB DATE 4&uo_Q4` f o' MARLE CO. DEPT.OF FIRE RESCUE DATE G J z o ALBEMARLE COUNTY SERVICE AUTHORITY DATE VIRGINIA DEPARTMENT OF TRANSPORTATION DATE VIRGINIA HEALTH DEPARTMENT DATE de ILO y \ ` 26 7 4 rL \ S No `' W. M \ "V \ \\ \ \` otFIB .R NT 1 l y ` 'MA16 S rOTI /],530. II 0 ry y ; 1 w No 44 \ ST \ J1 /' ,i \ • I ,POLE 1 i , ` \ 1 V mod' / ; `\ \ 1\ j ' \\ •`` 1, / 1 01 Ile A lA ' SN 0 1 lk 1 F CO \ H / / qy_LsS Fj ' / / \\ ti \ ` NEW 10' PRIVATE go \ \ \ `\ \\ \ \ \ \\ \ cr j r, \ y'ZZ LATERAL EASEMENT 1 \ 4ySj LIGHT POLE 9 S?f, 9 \ \ \ ` \\ ' \\ \\ \ \ `\ ` i \ \ l 4 SF SIG i s 1 'A 4 S NoA 6' 6\ ` \ \ \\ \\ \ \ \ \ \ \`'\ \ \\ \`` \\ \\ `'\ ` ` \ i 1 " ' , ,/ y r`i J /, ' r 44 y CIAs ` \ `\ \` fir` \ \ \ ' ' '\ \ '\ `\ \ I ' , •, OT eY lk I `. \` \\`\\° \\ \ \1 \ • + , ZN 1 52 \ i S 1 {.. I lk ENCLOSURE 1 y / 1 .. / • T TI r • LIGHT \ {/ B 519. o L T 6 I ` \\\\\ \ \ \ \ \_ 2y 34 07 SO F TYPICAL / I ' ' ST 6B 1C45 0 799 ACRE ,' i LIGHT 'des \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` n POLE ht Lh ,' TPIL TM 61 PAR 128 • ALBEMARLE BAPTIST CHURCH '1 ` ; ; ; 1 - TYPICAL c EDWARD JONES INVESTMENTS ZONED: CO ,,_- I \, i; i 1 t 1 1 sN 3 '1 t •• USE: CHURCH AND OFFICES ; 25 OR ; I644 t ' 1 0 N 1 1 '•" rw lull LOI 1 1 I b 'x•301, to I I I : V •' y rQa 01 ST 6 00 ' - , /h P- - ''i '' LIMITS OF LIN>wIT / CONSTRUCTION D ' PROPOSED !6• PROPOSED GRADING SHALL HAVE A 5 30 _ / / 5Q' ,° STORNIIATER PIPE 10' RADIUS WHEN TYING INTO THE _ L / / F Tryu EXISTING HILLSIDE WHEN POSSIBLE SANIT 9EIER 523 8 LATERAL "a / OFF -SITq5250 LI sTA0' NIOF - _ -__ - hN - -`- - -_ / y " CONCRETE 6RA96 NLOCK CONSTRUCTION CE (FOR NLIZATION) 1 - . LIFE LATERAL - _ . • 5 ------ - - - --' • -- i TOP= 503.96 = ,. ;'- - __'---------------------- DENOTES BEINCHMARK SITE PLAN ELEV. = 520 AT BASE OF FIRE HYDRANT SCALE: 1" = 20' INFORMATION FROM ALBEMARLE COUNTY SERVICE AUTHORITY 0 10 20 40 01 -23 -06 MCINIT MAP GENERAL NOTES: WATER: EXISTING PUBLIC WATER ON SITE HYDRANT. LOCATED OFF SITE (25' FROM PROPERTY L.NrE) FIREFLOW EXCEEDS 4000 GPM. WO SUPPLE BY ALBEMARLE COUNTY MUM AUTHORITY SANITARY SEWERAGE- BEHIND PROPOSED BUI.DNNG. (OFFSITE) COCA ED A RIO A COURT, AND DIRECTLY REFUSE: DUMPSTER (SCREENED). BOUNDARY WORMA71ON FROM PLAT BY RIVANNA Et NiG & SUR*YNG PLC P.O. BOX 7503 CHARLOTTESVILLE, VA 22906 DATED AUG. 30, 2005, AWAITING APPROVAL U71UTY AND ROAD INFORMATION BY- B. AUBREY HUFFMAN AND AS90CIATES, LTD., DATED JAN. 15, 1997, APPROVED APRIL 25, 1997. TOPOGRAPHY INFORMATION BY: B• AUBREY HUFFMAN AND ASSOCIATES, LTD., DA1E0 JAN. 15, 1997, APPROVED APRIL 25, 1997. THE SITE FALLS N THE AIRPORT WACT AREA. THE SITE IS NOT WITHIN A RESERVOIR WATERSHED. THE SITE IS WTHIN A DEVELOPMENT AREA. THE PRESENT USES OF THE ADJACENT PARCELS ARE OFFICE SPACE AND MEDICAL BUIIDNNGS SITE DEVELOPMENT DATA: SITE DATA: LOT 6 TAX MAP PARCEL 61/124A5 DB 15M PACE 404 DB 3130 PAGE 90 DB 3130 PAGE 100 RIO MAGISIERAL DISTRICT ZONING: PD-MC SE7BACKS: 10' FRONT PARKING SETBACK 30' FRONT YARD SETBACK LOCATION: ON RIO ROAD EAST OF RT.29 ALBEMARLE COUNTY, V MA, EXISTING HMYK, LLC OMINER: 355 VEST RIO ROAD, SUITE 203 CHARLOTTESVIIE, VA 22901 EXISTING CONDITIONS: THE SITE IS CLEARED AND GRADED PROPOSED DEVELOPMENT: OFFICE BUILDING SLAB ON GRADE BUILDING) LAND USE BUILDINGS (FOOTPRINT) 4,425 S.F. (12X) PAVEMENT ! SDEWALKS: 16,255 S.F. (4N OPEN: 14,124 S.F. (41%) TOTAL SITE AREA: 34,507 S.F. (.799 ACRES) W USE- OFFICE BUILDING BUILDING TWO STORY HEIGHT: LESS THAN 30' PAVEMENT MATERIAL: ASPH 0 SWAY & PARKING LOT) MATERIAL: CONCRETE SEE DETAE 3/1C2 SITE DRAINAGE: OVERALL SITE SM QUANTITY FOR ALL 7 LOTS AT NO EAST COURT ARE COVERED LOW A SEPARATE APPOMM SITE PLAN. LOT 6 SIN QUALITY IS PROW ONSITE VIA A FILTERRA BOX. PARKING: TOTAL GROSS FLOOR SPACE: 7375 SO. FT. TOTAL NET USABLE FLOOR SPACE 5,900 SQ. FT. (SW PARKING REQUIRED- 5,,900 SQ. SF. /200- 29.5 SPACES SPACES PROVIDED: 30 SPACES LIGHTING: EACH OUTDOOR LUMIINAIE EQUIPPED METH A LAMP INCH EMITS 3 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMNARE OR A DECORATIVE LLUNARE NTH FULL CUTOFF OPTICS. 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. SIGN AGE: DIRECTIONAL SWAM AS SHOW. BUILDING SWAGE MAY BE SUBMITTED FOR APPROVAL AT A LATER DAIS fl n Yl n w z w w Y ffi 8 n V i YO a: z Q a wm U. LL u. Oo wm j ocr.o 00 LOT #6 SITE PLAN REVISIONS: 6 -19-06 COMM COI/E m OFO J - W'V. 7 -27-06 PER CgMTY OMUNIS OF 7 -12-06 10-3 -M FOR I N& APPROVAL 2-6-07 FOR FINAL APPROVAL 3-6-07 FOR FINAL APPROVAL 3 -21-07 FOR FINAL APPROVAL DATE ISSUED: DATE PRINTED: 649 0 5 2N7 DRAMA BY: CHECKED BY. KJG < - PROJECT 0516 I v91 Il T 410r /4 Ronald M. Keenq C"Ilwate No• 5288 11 11 I .1 1 11 v i Il , i ii • • 11 • • 11 i n n n u • n n n it • i • • r I n rl • it • • 9] STORM WATER PIPE PROFILE 2J SCALE: NTS LD -229 Storm Drain Desion Co n 0 1 N 1 M 3 0 0 0 L Kl C 1A 3 d d U From 0.77 To Point Cat Runoff 5.7 Inc Point 5.8 0.00 A lCoef 0.00 1AC 6.0 0.00 0.771 ac 487.50 54. 17.841 1 3 2 3 4 5 ST-8 T -7 0.49 0.70 ST -7 ST -6 0.63 0.69 ST -6 ST -5 0.00 0.00 ST -5 ST-4 0.00 0.00 ST-4 ST -3 0.00 0.00 ST -3 ST -2 0.00 0.00 ST -2 loutfall i=0.00 0.00 L Ev Z LID o C. c 0 E o 2 a U U 1 2 3 4 5 ft ac T DI -3D 1 2.51 0.49 M 0. 0 ST - 7 0 1 61 0.631 0. Accum Tot AC Tc min 6 7 0.43 0.77 5.3 0.00 0.77 5.7 0.00 0.77 5.8 0.00 0.77 5.9 0.00 0.77j 6.0 0.00 0.771 6.2 U c 0 L) c 6 7 8 in/hr 0.341 0 0.431 1 4.0 Tot Flow 9 34 5- 5 5.06 5.02 U Inv El 10 utations Route: Rio East Lot 6 County: Albermarle Description: Pipe Calculations n Pi InvFvLenis EI (ft) % 11 12 1 517.70 30.7 18 516.70 1011 18 516.00 57.6 18 513.20 15.77 18 502.50 18 487.50 54. 17.841479.00 3 517_.50 51_ 51_ 51_ 4_ 484.70 LD -204 Sto Inlet C 0 U c c 9 10 cV c o c 11 12 ns Dim in 14 101.1 0.79 18 57.6 0.87 18 25.025.0 4.00.18 97997.9 8.51 18 654.6 15.77 18 4949.3 11.641 18 I W c? 13 I 1p X a 14 rrol: KII istri Cap cfs 15 11.01 12.14 12.71 27.29 39.75 53.87 46.41 a 0 X8 V I o 15 16 Velocity Flow time U Inc1 (min )ft/s c g 16 17 1.6 0.31 4.95 0.34 7.06 0.14 4.19 0.10 16.06 0.10 4.56 0.20 17.841 0.05 MAINTAIN CROSS SLOPE OR CRONM AS REQUIRED. r: .. \• '• :w '.•. K• mat. _. _ .' . _ .t : __ ..._ :...• . ,.'.. _ _ ... _:" :i I NOTE.- IIREFERTOTHE 'VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS' FOR ASPHALT DENSITY AND INSTALLATION PROCEDURES. 7 TYPICAL ASPHALT PAVING ASPHALT PAVING 2" SM -9.5A 6* 21 -A BASE COURSE COMPACT SUBGRADE TO 95X MAX. DRY DENSITY PER ASTM D -698 SCALE: N. T. S. 4" 2"R CONCRETE TO BE CLA55 3A IF CAST IN PLACE, 4000 PSI IF PRECAST. 2' -0" 8 g ya am W WV U "- LLO 0 z 0 w 3r, OW Y - Ij SITE DETAILS 8t COMPUTATIONS VIa VI I I / 1L 1 F"SIONS: 1.37 1.37 0.016 .017 100% 3 CG -6 CURB DETAIL ' -' C=M `°"' 3-M FOR FINAL WovK 1.73 1.73 0.016 0.025 100°0 SCALE: N 2-6-07 FOR FINAL K 3-" FM FINAL OMMAL DATE ISSUED:DATE PRINTED: U AN 0 5 2007 M c g a W 0516 01AR 17 18 MAINTAIN CROSS SLOPE OR CRONM AS REQUIRED. r: .. \• '• :w '.•. K• mat. _. _ .' . _ .t : __ ..._ :...• . ,.'.. _ _ ... _:" :i I NOTE.- IIREFERTOTHE 'VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS' FOR ASPHALT DENSITY AND INSTALLATION PROCEDURES. 7 TYPICAL ASPHALT PAVING ASPHALT PAVING 2" SM -9.5A 6* 21 -A BASE COURSE COMPACT SUBGRADE TO 95X MAX. DRY DENSITY PER ASTM D -698 SCALE: N. T. S. 4" 2"R CONCRETE TO BE CLA55 3A IF CAST IN PLACE, 4000 PSI IF PRECAST. 2' -0" 8 g ya am W WV U "- LLO 0 z 0 w 3r, OW Y - Ij SITE DETAILS 8t COMPUTATIONS VIa VI I I / 1L 1 F"SIONS: 1.37 1.37 0.016 .017 100% 3 CG -6 CURB DETAIL ' -' C=M `°"' 3-M FOR FINAL WovK 1.73 1.73 0.016 0.025 100°0 SCALE: N 2-6-07 FOR FINAL K 3-" FM FINAL OMMAL DATE ISSUED:DATE PRINTED: 41996 AN 0 5 2007 DRAWN BY: VJG CHECKED Or PROJECT NO: Q 20516 OF SHEM Tot Int in/hr 8 6.81 6.72 6.63 6.59 6.56 6.54 6.49 1 LANDSCAPE SCHEDULE- PLANTING ADDED KEY NAME MIN. SIZE 10 YR. HT.10 YR. WIDTH CANOPY AREA QUANTITY TOTAL CANOPY AREA T -1 CORNUS FLORIDA in 20'20'314 SF 2 628 FLOWERING DOGWOOD CALIPER T -2 QUERUS PHELLOS 1 1/2"31'22'380 SF 2 760 MALLOW OAK CALIPER T -3 LAGERSTROEMIA INDICA 5' -0'18 18'254 SF 4 1016 RAPE MYRTLE HIEGHT T -4 ACER RUBRUN 1 1/2'26'19'286 SF 2 572 RED MAPLE - AUTUMN FLAME CALIPER T -5 PINUS STROBUS 1 1/2 24'12'120 SF 1 120 EASTERN WHITE PINE CALIPER S -1 ILEX GLABA 24"3'3'8 SF 31 INKBERRY HOLLY 3,096 SF NOTES: ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. EXISTING CANOPYS FROM OFFSITE TREES ARE SHOWN OVER REGRADED AREAS, AND ARE NOT TO BE REMOVED OR AFFECTED BY REGRADING. b, o DUMPSTER ENCLOSURE DETAIL SCALE: N.T.S. b io rN 0 I D I M 3 M I'n 0 LO 0 O L a Y 1A d d PRESSURE TREATED MOOD FEN ENCLOSURE MATERIALS NO CONSTRUCTION FINISH OWN" HU.M S tsooq NDLEE (DARK GREEN) TYP•) ALTERNATE DUMPSTER ENCLOSURE DETAIL SCALE: N.T.S. 1 APPM UMEST AFTER M J R Nt7SE E STRAND 12 GA. MNRE IF 2+1' • INTO GR0UN1) A 1. DWI N MJL Tii BERM CUT ROPE OR STRING AND PULL BACK BURLAP BUR .APPEDRW BALL i' DEP1 N C"ACTED TOPSOIL TREE PLANTING DETAIL SCALE: N.T.S. I, RTo FA s T i C "o /v'R 01 I'llillillilljlllllll1111 t Ni rte _' _ -__- ' \\ \ \\ \\ \\ \ \ \\\ \ \\ \ `\ \ ` • f - ' `\ \`' \r. \` \\ `\ \ \`\ \\ \ \\ \\ i Y 1 + \/t , ; t `\ I \ \ \ \ + 12 S1 4 T5 • . \ LIGHT POLE e___ 3 LOT 6 e -1 \ \ `\ \ LIGHT POLE / j LIGHT POLE • 12YS1 T2 e / t 0 \ + +\ I + A 1 + +T2 \ /r 1+ + 25 OR ;' RkAT 0 sk% \ \ 1 I LIGHT •• • " .•: !•: ) 1 I I 'III 11 1 • s 'i 1 1 1 11 1 1 i •I•• ti . .. t IIaNT / r K -~ __\ \ iI __ \+\ `- .`' \\_ -__ -------------------- NOTE: BIO— FILLER LANDSCAPING WILL BE SUBMITTED WITH BI©— FILTER ENGINEERING DESIGN. LANDSCAPING PLAN SCALE: 1" = 20' 0 10 20 40 Rmid M. Kee W te ft WA a g J, w z w w Y YO a:Z Q 0 J W m Z L U. UL O LL 0 z F a: tz > QQW u JF- oc0 0 o Y 0 _ LOT #6 LANDSCAPING PLAN REVISIONS: DATE PRMITED: AN 05 2W 6 -19-06 m COUNTY MAlm KJG OF b -30-06 7 -27-06 PER COtM7Y MOM 0516 O 7- —M7 Y 2-6-07 FOR FMAL APPROVAL 3-6-07 FOR MAL APPROVAL 3 -2147 FOR FINAL APPROVAL DATE tSSUED: 619 DATE PRMITED: AN 05 2W DRAM BY:CHECKEDBKJG PROJECT NO. C30516 OF I' SHEE J BRICK ENCLOSURE PT WWD BOARD FENCE WO - 6'7 Rmid M. KwaY erwnte Na 528 7' -0• 4 61-0 Qw - kB A B m PLAN VIEW INLET SHAPING BY OTHERS) 4" OUTLET PIPE LOCATION VARIES CURB (BY OTHERS) TOP SLAB CLEANOUT COVER GALVANIZED ANGLE NOSING CAST IN TOP SLAB io CURB AND GUTTER (BY OTHERS) STREET 4 . • v z$ feI'd DOWEL BARS • 12" O.C. 3x3 TREE FRAME GRATE CAST M TOP SL/ ( NOT SHOWN FOR CLARITY) FILTER MEDIA PROVIDED BY AMERICAST 1 MULCH PROVIDED BY AMERICAST -7 1 i , : , •,_ y INTERLOCKING JOINT (TYP)I w • r SECTION B —B 1O DATE: 06 -27 - 1 Dt FTOX6 - d Q90289m PRECAST 6' -0 x 6' -0 fiftea ® FILTERRATM INLET 0 2003 by Amwkma WITH 6' -0" THROAT ut ""T e,277,274 AND S.M.al FILTERRA DETAIL SCALE: N.T.S. FILTERRA STANDARD PLAN NOTES A. EACH UNIT SHALL BE CONSTRUCTED AT THE LOCATIONS AND ELEVATIONS ACCORDING TO THE SIZES SHOWN ON THE APPROVED DRAWINGS. ANY MODIFICATIONS TO THE ELEVATION -OR LOCATION SHALL BE AT THE DIRECTION OF AND APPROVED BY THE ENGINEER. B. IF THE FILTERRA IS STORED BEFORE INSTALLATION, THE TOP SLAB MUST BE PLACED ON THE BOX USING THE 2X4 WOOD PROVIDED, TO PREVENT ANY CONTAMINATION FROM THE SITE. ALL INTERNAL FITTINGS SUPPLIED (IF ANY), MUST BE LEFT IN PLACE PER THE DELIVERY. C. THE UNIT SHALL BE PLACED ON A COMPACTED SUB -GRADE WITH A MINIMUM 6 INCH GRAVEL BASE MATCHING THE FINAL GRADE OF THE CURB LINE IN THE AREA OF THE UNIT, THE UNIT TO BE PLACED SUCH THAT THE UNIT AND TOP SLAB MATCH THE GRADE OF THE CURB IN THE AREA OF THE UNIT. COMPACT UNDISTURBED SUB -GRADE SHALL BE REPLACED TO THE SITE ENGINEER'S APPROVAL. D. OUTLET CONNECTIONS SHALL BE ALIGNED AND SEALED TO MEET THE APPROVED DRAWINGS WITH MODIFICATIONS NECESSARY TO MEET SITE CONDITIONS AND LOCAL REGULATIONS. E. ONCE THE UNIT IS SET, THE INTERNAL WOODEN FORMS AND PROTECTIVE MESH COVER MUST BE LEFT INTACT. REMOVE ONLY THE TEMPORARY WOODEN SHIPPING BLOCKS BETWEEN THE BOX AND THE TOP SLAB. THE TOP LID SHOULD BE SEALED ONTO THE BOX SECTION BEFORE BACKFILLING, USING A NON- SHRINK GROUT, BUTYL RUBBER OR SIMILAR WATERPROOF SEAL. THE BOARDS ON TOP OF THE LID AND THE BOARDS SEALED IN THE UNIT'S THROAT MUST NOT BE REMOVED.-THE SUPPLIER (AMERICAST OR IT'S AUTHORIZED DEALED) WILL REMOVE THESE SECTIONS AT THE TIME OF ACTIVATION. BACKFILLING SHOULD BE PERFORMED IN A CAREFUL MANNER, BRINGING THE APPROPRIATE FILL MATERIAL UP IN 6' LIFTS ON ALL SIDES. PRECAST SECTIONS SHALL BE SIT IN A MANNER THAT WILL RESULT IN A WATERTIGHT JOINT. IN ALL INSTANCES, INSTALLATION OF FILTERRA UNIT SHALL CONFORM TO ASTM SPECIFICATION C891 'STANDARD PRACTICE FOR UNDERGROUND PRECAST UTILITY STRUCTURES', UNLESS DIRECTED OTHERWISE IN CONTRACT DOCUMENTS, F. CURB AND GUTTER CONSTRUCTION (WHERE PRESENT) SHALL ENSURE THAT THE FLOW -LINE OF THE FILTERRA UNITS IS AT A GREATER ELEVATION THAT THE FLOW -LINE OF THE BYPASS STRUCTURE OR RELIEF (DROP INLET, CURB CUT OR SIMILAR). FAILURE TO COMPLY WITH THIS GUIDELINE MAY CAUSE FAILURE AND /OR DAMAGE TO THE FILTERRA ENVIRONMENTAL DEVICE, F. EACH FILTERRA UNIT MUST RECEIVE ADEQUATE IRRIGATION TO ENSURE SURVIVAL OF THE LIVING SYSTEM DURING PERIODS OF DRIER WEATHER. THIS MAY BE ACHIEVED THROUGH GUTTER FLOW OR THROUGH THE TREE GRATE, A. ACTIVATION OF THE FILTERRA UNIT IS PERFORMED ONLY BY THE SUPPLIER. PURCHASER IS RESPONSIBLE FOR FILTERRA INLET PROTECTION AND SUBSEQUENT CLEAN OUT COST. THIS PROCESS CANNOT COMMENCE UNTIL THE PROJECT SITE IS FULLY STABILIZED AND CLEANED (FULL LANDSCAPING, GRASS COVER, FINAL PAVING AND STREET SWEEPING COMPLETED), NEGATING THE CHANCE OF CONSTRUCTION MATERIALS CONTAMINATING THE FILTERRA SYSTEM. CARE SHALL BE TAKEN DURING CONSTRUCTION NOT TO DAMAGE THE PROTECTIVE THROAT AND TOP PLATES, B. ACTIVATION INCLUDES INSTALLATION OF PLANT(S) AND MULCH LAYERS AS NECESSARY. A. EACH CORRECTLY INSTALLED FILTERRA UNIT IS TO BE MAINTAINED BY THE SUPPLIER, OR A SUPPLIER APPROVED CONTRACTOR FOR A MINIMUIM PERIOD OF 1 YEAR. THE COST OF THIS SERVICE IS INCLUDED IN THE PRICE OF EACH FILTERRA UNIT. EXTENDED MAINTENANCE CONTRACTS ARE AVAILABLE AT EXTRA COST UPON REQUEST. B. ANNUAL MAINTENANCE CONSISTS OF A MAXIMUM OF (2) SCHEDULED VISITS. THE VISITS ARE SCHEDULED SEASONALLY THE SPRING VISIT AIMS TO CLEAN UP AFTER WINTER LOADS INCLUDING SALTS AND SANDS, THE FALL VISIT HELPS THE SYSTEM BY REMOVING EXCESSIVE LEAF LITTER. C. EACH MAINTENANCE VISIT CONSISTS OF THE FOLLOWING TASKS. 1. FILTERRA UNIT INSPECTION. 2. FOREIGN DEBRIS, SILT, MULCH tL TRASH REMOVAL, 3. FILTER MEDIA EVALUATION AND RECHARGE IF NECESSARY. 4. PLANT HEALTH EVALUATION AND PRUNING OR REPLACEMENT IF NECESSARY. S. REPLACEMENT OF MULCH. 6. DISPOSAL OF ALL MAINTENANCE REFUSE ITEMS. 7. MAINTENANACE RECORDS UPDATED AND STORED (REPORTS UPON REQUEST) D. THE BEGINNING AND ENDING DATE SUPPLIER'S OBLIGATION TO MAINTAIN THE INSTALLED SYSTEM SHALL BE DETERMINED BY THE SUPPLIER AT THE TIME THE SYSTEM IS ACTIVATED. OWNERS MUST PROMPTLY NOTIFY THE SUPPLIER OF ANY DAMAGE TO THE PLANT(S), WHICH CONSTITUTES) AN INTERGRAL PART OF THE BIORETENTION TECHNOLOGY. O W 1, w z MR MR ell 1 n n n T_ j m Up t U H YO Q ° a. wm z LL Oo 00 ca (,)o wm S3 F- FILTERRA NOTES & DETAILS 2-4-07 M MAL APPROVAL F '.. 0 D U L7 3 ra Lei W 0 In 0 0 Ln Co U DATE ISSUED: TE PRINTED: Q 5 2007 DRAWN BY: CHECKED Bpo-74 PROJECT NO: 40501 OF 6' SHEETS LUMINAIRE SCHEDULE KAD 41t4IM ftNR4SC TO SPON4 LJ1 DDS 6 -19-06 Symbol Label Oly Catalog NuftW n a 1pmn I Lamp FNN L.wrww LLF Wipe KAD 400M SR3 AREA LIGHT WITH HIGH ONE 400 -MTT CLEAR S1 3 MOUNTED ON PERFORMANCE SR3 ED-26 METAL 14 ILIDE, W476•Ns 32000 1.00 465 SSP 20 411 SC OPTCS, CLEAR FLAT HORIZONTAL POS. POLE GLASS. 0.2 k ASW1 175M GZ AERIS ARCHITECTURAL ONE 175-YWTT CLEAR e VUALL2 2 NO DEGREE TILT BUILDING MOUNTED ED17 METAL HALIDE, LTL13644.IE3 12600 1.00 220 0.2 t GRAZE HORIZONTAL POS. N / A TILTED UP FROM 0.0 4.0 k HORIZONTAL 10 0.7 is 18.01 DEGREES, 176W MH w RIO EAST LOT 6 SOUTH ENTRANCE VOLK CLEAR LAMP 26.5 t I• 0 I KU I tU 3 DM In 0 loe D Lr7 0 O L CL to a 3 d d STATISTICS KAD 41t4IM ftNR4SC TO SPON4 LJ1 DDS 6 -19-06 you FEATUS O SPEC WNINS IwIMIip t`11NNNWRT10lJ< Al mWIEMMOto USE - Wed far pdesp SWL WW loft WOOMW Nd Car D er"on Symbol Avg Max Min MaxlMkr A%WW BU J)W 6 PR LINE 0.0 t:0.2 k 0.0 t N/A N/A 9UILDMIG 6 PROPERTY LINE 0.0 k 0.2 t 0.01c N/A N / A RIO FAST LOT 6 PARKING ONLY 0.0 4.0 k 12A fc 0.7 is 18.01 5.7:1 RIO EAST LOT 6 SOUTH ENTRANCE VOLK 14.6 t 26.5 t 2.6 k 11.0:1 5.7:1 RIO EAST LOT 6 EPA t2R: 3.9 tc 26.5 k 02t 142.5:1 19.5:1 AJIM / OVA L1AOIwfWAr KAD 41t4IM ftNR4SC TO SPON4 LJ1 DDS 6 -19-06 you FEATUS O SPEC WNINS IwIMIip t`11NNNWRT10lJ< Al mWIEMMOto USE - Wed far pdesp SWL WW loft WOOMW Nd Car 18. ra 3o $".. a" Up"C0Wf1TttMCMtaMf - RmNP4 aeR aasr a1aalWw 1MmNer, wfsr air awamwN I" tdbraal Mau" f an dwar s+w Ur pa or wM S s alammra 11119-c" dew maaw Iwa brpaM wallfaR rapwd KMOnIwMMA " pdamd VIM = %= swer M 9 SWUM ld* 16 0101 WOW OW POJNW PWA*r 4111 Will 9. dim METAL HALIDE GRIM SMlIEIS - hrMw4.M.irr. me - I w rSmWdesw WOW MW. 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WNWq b" Mt tletW/r wu W+ peraAraNMAweoe*eu NeaaWeew edK as WraNa1N wll, tletlNT, mmIRT w 7mO1L l iNtsmaN sWbaiWw FINN groomMflMmMtadmWwmhfK,a/aMMwAIE. an Dart redsCawtbmowoskasttnumomomltoom "Obi OW l"M west N ad"W till, aom oeamm M Add ia1101 IT f dit o*.M Sent ud M &mlaemara PN N3N1 Red ANON" wSfdNaIMWI Seen areN1MM WN wwwuWwde as M Mara bdMSwsM (Wp U. TM or MNLTMr 1 0 s NOTE: ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. O 28 O 3 POLE 0 O b 1b.6 1 .2 6 -19-06 6 b.6 1.1 t2 9.18. 0 1.3.o 15.6 1 b.7 1.1 12 .3 1 of 106.9 9 1 9. 1 b.1.9.3 4 ' 1 4 VIMLL2 130.5 11.0 1.4 0 N b .6 110 D 0` Z'W-4 r LIIHTS OF CONSTRUCTION 1 X O.s 3 % 1 '3A 14.6 t&4re t 4 2 1 m10.2 ml 2.1 A 2 '11.4 N.3 34,807 SO 13.2 A 299 A[ F 115.9 44 sa ft NEW 11' PR LATERAL 4 44.5 M gt ;'POI %I- L. ' 4f 3 • k G P 4'S 8, m F S roR 33. .5 LDM OF CONSTRUCTION 6 3MQTARY to b.o b.o to 4 ' 1c NL 5= 21 11 1s s P q ; st 9 Q Wm a O LLT OO Jrd cr 3: PHOTOMETRIC PLAN LIMITS OF CONSTRUCTION T S ° 58'21 - vW 1 4,52 Hz PROPp ACCESS ROAD PHOTOMETRI PLAN SCALE: 1" = 20' 0 10 20 40 REMSIONS: DATE PRINTED. APR US IW 6 -19-06 PER cum COLNiE11T5 KJG OF 5-30 -06 7- 27--06 PER COUNTY CM60M MH OF 7 -12-06 10-3-06 FOR FMAL APPROVAL 2 -2-07 FOR FMAL APPROVAL 3 -21-07 FOR RNAL APPROVAL DATE ISSUED: 6-:Q 96- DATE PRINTED. APR US IW AVM BY CHECKED BY- KJG NO. Label X P'RO,ECT NO: C5 MH Tit 1 91 164.3 SHEETS 20.0 20.0 LUMINAIRE LOCATIONS NO. Label X LocaOon Y Z MH Tit 1 91 164.3 216.0 20.0 20.0 0.0 2 B1 123.6 106.9 20.0 20.0 0.0 3 81 250.4 203.6 20.0 20.0 0.0 4 VIMLL2 130.5 97.2 15.0 15.0 0.0 5 vvku 146.3 122.6 20.0 20.0 0.0 6 vvW 213.7 96.6 20.0 20.0 0.0 7 VIMILL2 217.1 67.2 15.0 15.0 0.0 to 0 ;