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HomeMy WebLinkAboutARB201900029 Plan - Approved 2019-05-31 (2)L_1_CJNJTY MAP 1k______2?yKCAL _E_:_ 1"= 1000' D_ P2_01600058 M!�J()R 1_1 Pi_AN AM�'ND"vhi',I`J'T "'OR \NN, I1___J y K7 D, A TAX MAP Ei1yV: SECTION 29 PARCEL Ii- 2 RIC) DISTRICT, AJ,BCMA1:I,E COUNTY, VIRG'NIA SITE DATA SITE PLAN NUMBER- SDP 82-29, SDP201600058 LEVAIL 31 HE QNQ 061WO-02-OB-00200 PAI EL A I y 450 GREENBRIER DR CHARLOTTESVILLE, VA 22901 SOURQ=-Fk (A � D8 4682 PACE 153 0WNER,,/APPLIQALFr, GREENBRIER EAST, LLC 255 IPSWICH PL CHARLOT TESVILLE, VA 22901 ZONING- C1 -COMMERCIAL IMPhAC U\ LR �L�,' _Y LI �j _tR I C h AIAT -AIRPORT, STEEP SLOPES (MANAGED), ENTRANCE CORRIDOR Purpose of This Major Site Plan A rn e n d m e n t CURRENT USE- COMMERCIAL (57,412 SF) 11. The purpose of this lvlajor SiLe Plan Awnen-drnent is to construct RRO OFIFICE AND AUTOMOBILE REPAIR (MAXIMUM BUILDING HEIGHT IS 20-FEET) a new autonn-obile repair facility and associated parking. TMP 61W B lben 'I r b A- Lane First Ba ik ne, DB 181.3-45 Zoning- Cl Use. Commercial N TTAUP 611e--2-18-3 Greex-ibrier Real Property, DD 2686-247 Use: Co- merej.,el / T-WI 61W-2-B-2 Greenbrier, East, ILC DE61 4682-153 N, 41 - N-, Zonhig. Cl 1,318 Acres .1414 At <1 J X 60, MAXQu 0- T C-3 TM-P 61W-2-Bi-fA JMC Enterprilses, LJ_,C <DB 3640-659 1N, ZoxndagC1 Yjse: Office N, N N 90 Ram waler__ momilgeftlent 0 WWI 61W-2-B-5 N/F FJ_v1W Paxt-Ttership ZoLn-ing: C1 Use. Commerck-Al Xeb 41 NININ A" hu aw Rdaining wf Height % ost", awaval Filhinm cftor! Newtde Cle Dp V cy welk spillway (301 01 0 E BEARINWHORD LENG CURVE ARC LENGTIRADW BHORID C1 71"4510" E 2 .68 31.78' 25.00' 72'50 04 N C2 156M, 830.0010 N 77 0 W 156.72 -11'36- E .09 C3 l9S 79 0 PAROEL OVETZ-VIEW f - --- - -001 SCALE 1 30 3,0' 0 30' 60, go, SCALE1 "�=30' Land Use Table Description Pre -Development % Post -Development % Buildings 7,225 IZ6% 12,225 213% Pcived 16,068 28.0% 24,720 43.1% Total Irnpervious 23,293 A, 0. 6 0/0 36,945 64.413/c, Pervious 34,119 59.4% 20,467 J 35.66% Tot-@J 57,412 IT- _05/. 57,4412 E 91W q ME Z' MAGISTERIAL DISTRICT- 'PIO 1N G -3- —TO&K. FRONT MINIMUM: 10 FEET FROM THE RIGHT-OF-AYOR THE EXTERIOR EDGE OF THE SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE RIGHT-OF-WAY. N FRONT MAXIMUM: 30 FEET FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE r -_ OF THE RIGHT-OF-WAY, SIDEWALK IF' THE SIDEWALK IS OU SIDE SIDE AND REAR MINIMUM: NONE SIDE AND REAR MAXIMUk NONE FRONT MINIMUM: 10 FEET FROM ANY PUBLIC STREET RIGHT-OF-WAY, SOUL OF_RQVNDARY: PLAT RECORDED IN DB 705 PAGE 348 S,OUJR,r'E OF TOPOGRAPHY: 4-FOOT CONTOUR INTERVAL FROM ALBEMARLE COUNTY GIS MAPS (USGS DATUM), 2-FOOT CONTOUR INTERVAL FROM FIELD RUN SURVEY BY MERIDIAN PLANNING GROUP, LLCe ON SEPTEMBER 8TIC 2015, A VISUAL VERIFICATION WAS PERFORMED ON DECEMBER 12, 2018 PARKING SCHEDULE: REQUIRED: OFFICE, OFFICE NET FLOOR AREA = 1,019 SF 1 SPAC'rr_/200SF= 1,019/9200SF � 6 SPACES RETAIL, RETAIL FLOOR AREA = 1,335 3F 1 SPACE/100SF= 1,335/11tJOSIT = 14 SPACES WAREHOUSE: 1 SPACE PER WAREHOUSE EMPLOYEE -­ 1*2 ­2 SPACES AUTOMOBILE REPAIR: 2 SPACES PER RAY 2*6 = 12 SPACES 1 SPACE PER EMPLOYEE 1*6 ff-n 6 SPACES TOTAL SPACES REQUIRED 40 SPACES PROVIDED: 45 SPACES (iNCLUDES 3 HANDICAP SPACES) SWM VOLUME CONTROL: PROVIDED BY DETENTION BASIN SWM-1 �0 d C-IWM AIATER ' -QU 1Y. WATER SERVICE: PROVIDED BY PURCHASE OF NUTRIENT CREDITS' ALBEMARLE COUNTY SERVICE AUTHORITY SANID"kY SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY THIS PARCEL IS NOT LOCATED WITHIN A PUBLIC WATFER SUPPLY RESERVOIR WATERSHED. 0 Exist prossure Hydrant 10623 Trip Generation Table Land Use: Automobile Care Center (942) AM PM size 5, ( 05 _5 _T. in 7.425 out 3.825 -in i 11.44132 out 12.3968 1 C-001 ......... COVER&UMEET C-101 ........ . E-2XISTING 0.01NDITIONS & DEWYLITION PLAAN C-201 _ ... _ SITE PLAN C-202 ........ GRADING PLAN C-203 ........ LANDSCAPING PLAIN C-204 ........ LIGNTING F.'LAJ4 C-205 ........ SITE DETAILS LEGFEN-D LP LIGUT POLE BUILDING SETBACK -NIANAGED SLOPES FE1\TCE FFE FINISRED FLOOR ETLEVATIOIN SIGNATUEF PANEL APPROVALS D.A E DEPARTWNT OF COMMUN11-Y DEVELOPMENT ER/ZONING ENGINEER INSPECTIONS DEPARTMENT OF FIRE RESCUE VIRGINIA DEPARTMENT OF T RAWS�PORTATION ALBEMARLE COUNTY SERVICE AUTHORITY J VA say Si Z li N �x k0 10 l b Z R�, 0 0 J M IMED197 CA CA Z ,-4 E� Ld _J 0 UA ­�9 eel W M FEET W C�00 SHEET 1 of 7 -� , " , , ,, // 13 � ?, () � County of Albemarle \ Conservation Plan Checklist - To be placed on Landscape Plans \ \ (Handbook, pp III-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: \ ® Trees to be saved; ❑ Limits of clearing (outside dripline of trees to be saved); \ / ® Location and type of protective fencing; v / ❑ Grade changes requiring tree wells or walls; \ / ❑ Proposed trenching or tunneling beyond the limits of clearing. \ ^ 2. Markings: ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. \ / Ll No grading shall begin until the tree marking has been inspected and approved by a Country Inspector. v / 3. Pre -Construction Conference: ® Tree preservation and protection measures shall: be reviewed with the contractor on site. ' `1 4. Equipment Operation and Storage: > ® Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ❑ Such devices shall not adversely affect trees to be saved. ' i 6 F• LANDSCAPE SCHEDULE SYMBOL KEY NAME SPECIES QUANTITY Minimum Size CANOPY PER TREE SUBTOTAL CANOPY { T-1 (Existing) Green Ash Froxinus pennsylvanica 4- N/A 604 2416 T-2 American Beech Fagus grandifolia 6,,/ 2.5" caliper 227 1362 T-3 Pignut Hickory Carya glabra 5 2.5" caliper 61 305 T-4 Sourwood oxydendron arboreum 7 2.5" caliper 138 966 T-5 Cherry Tree Prunus avium 1' N/A N/A N/A T_6 'Greenspire' Littleleaf Linden tilia cordata greenspire 3 2.5" caliper 249 747 S-1 Japan a Holly ilex Crenota 28-ir+w` Height =24" N/A N/A S-2 Redtop Pan• rass panicum rigidulum 44 Planted 6' OC N/A N/A S-3 Wild ydran hydrangea 40�� Planted 6'OC N/A N/A j . arborescens % • S-4 i tpr Ja it �� ,�,� ,. iasminum { qudiflorum 16 Height=24" N/A N/A TOTAL= 5796 ce- 0 •d- O r C007 4 Q � Z Lil L1.1 i- i- m }- Q7 m O (� U to Q Z a Ne '3 of Ln 0 � w _ W 0 U fires. � ® Fires are not permitted within 100 feet of the dripline of trees to be saved. TREE CANOPY 7. Toxic Materials: - = _ fi CANOPY REQUIRED (10% OF TOTAL AREA) ...... 57412*0.10 = 5,741 SF � /� CANOPY PROVIDED 5,796 SF C7 7/, e_1Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. �•_-- / - �-� i ••••••••••••� � ,� .� 8. Protective Fencing: STREET / ' � TREES ® Trees to be retained within 40 feet of a proposed building or grading activity t o i i/ (c activity shall be protected by fencing. / ! STREET FRONTAGE .................................. 513 LF CQ �0 TREES REQUIRED r1 40 LF 513 40 = 13 Sz n ® Fencing shall be in place and shall be .inspected and approved by a County Inspector prior to grading or construction. j % (� ) ••••••• /{ W C / TREES PROVIDED 9. Tree Wells: ........ 4 (T-1) + 9 (T-2) = 13 � Z ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail \ / PLANTING SPACE 0 m W submitted for approval. / PLANTING SPACE REQUIRED 5% OF PAVED PARKING AND TRAVELWAY AREA 24 720 SF *0.05 = 1 236 SF �' Pq W +co 10. Tree Walls: \, / / \ \ �f PLANT SPACE PROVIDED .................... 560(#1)+160(#2)+224(#3)+275(#4)+275(#5)+144 (#6)+77(#7) = 1,715 SF �� Q ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shalt be provided; and a construction detail / \ PARKING AREA � p� W .. W submitted for approval. / UD Ey \ NUMBER OF PARKING SPACES ................ 45 .x. E-+ Z 11. Trenching and Tunneling: / -� / `� �\ TREES REQUIRED (1/10) .......... 45/10 = 5 L3 W a o / �` TRESS PROVIDED x x ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling / \, �_ 4�0 / >•••••••••••••••••••••••••••••••••••• 12 � Z � a under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. � X U /j � '� LANDSCAPE NOTES: W 12. Cleanup: /�►- \ ' / 1. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at mature height; the �+ w ® Protective fencing'shall be the last items removed during the final cleanup. ' �+''� �' } / \� �` topping of trees is prohibited. Shrubs and trees shall be pruned minimal) and only to support the overall a Z g p \ \ heat hgof the plant. P Y Y PP H 13. Damaged Trees: / / / , / ♦ q \ / \ ' 2. Slopes greater than 3:1 shall be stabilized with low maintenance shrubs S-2 & S-3 planted 6' on center. ® Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. ,( ?y �, / / % W NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION `� -\ / LANDSCAPING SCHEDULE REQUIREMENTS. \' T-4 i -20 SCALE: NTS / // ♦` PLANTING \\ / / AREA OWNER SIGNATURE (DATE) / / `� 144 SF \ \ / / ; ' / / IS, \ \ / CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page t of I v / 4.� h / ;0s \ � / IN, / / / / e v sus v v New 20' Public <o 1 / T-3 J T �s� ° ,pe Drainage Easement PLANTING _ r, as r r rn c _ \�� � d" AREA #5 � - ' • V�� 1 �..•,,\ �9 pr \.\ // w 1-1\ \ / 4 275 SF 1 cv r cv f "` PLAN NG ,' � { - - - -- - `77 S S>= - " A"- 1� i to r Cl) PLANTING S-4 (5 �� \ - o / 4. _4 / \ AREA #3 `� 1e� �\ ---- O O o IN F U U U IN /J PLAN G T-3 '�• ; - w \� \ti �• - / w Z Z Z ;\ /4 AN #1 (2) .. t • ' . `\ 'st / / a 0 0 0 : J•,� � \ / . • I'' J� 5 SF -4 � i '`''�•. ,•,,� s. �' !, s \ �, � ,Q .Sb / // U U c� ;x Tr e tectiot4', Fencing- ' _T exist. 14 ® Storm Water - -- -- Ne ew Retaining Wall w Exist 1 ® LANTING Management N / Max Height = 4' New RPZ �'Qt `. \ X �R Basin SWM-1 M er % s' O r N Exi 0" i EA #2 TW=436.0 backflaw dine � \ Exist l7" it _ ,160 SF f 1 J /r- s BW=432.0 pra prop j \ 4 4' t J 1 �/ \� T 6 T-3 5A '� NeW, SWM Facility posed U 5 So $ Edserrlellt s�. ,�� 0000 � 4i70 f'�9 - -- — w T- A .: New Oil/Water .4�855 Repo�r e w Separator (6 Roys 'Sanitary i New 20 Public New HVAC Equip, T-2 N T_ - rainage Easement (Building will screen CT,. \a� from Entrance Corridor} V - 4 3 / t i f -,T New t Emergency i, _�---____ 1 T-2 Spillways N limits of Disturban' e c a > Lj 1 'l _ •• ® H d a CCD ►Cj U F— .. - - - - - P ----''_'` -- / l � L Lli CD 0 CL SHEET NO 20' 0 20 40' 60 ' C-2 03 SCALE: 1 "=20' SHEET 5 of 7 Greenbrier 'Parking Lot 19.9 fc 0.3 fc 66.3:1 12.7:1 3.8 fc Property Line - - 0.3 fc ..� 0.0 fc N/A N/A 0.0 fc 09/fa: 2.6 1.5 0.7 3.3 3.2 2'0 0.9 0.1 .4 3.9 3.0 1A .0 0.6 ` 1 0.2 1 5.7 1.7 016 2A 3 .3 0.7 .1 0 2.3 `1 S� 0.7 2.0 4.6 3.9 4 i 7.0 7,7 f '6.ii 6 5 /&5 5:5 '4,2 `18 `31 1:8 '03 O) 8 35 / 3.4 3.5 4.5 1.2 0.6 4: 9 ,4 5;4 2. 34. 8 5.3 6.1 1_4 Q' 5 0,9 0. 15 -21. 1.4 2.a 0. ME NOTES: 1. All Outdoor lighting shall consist of pole mounted fixtures. 2. Light pole shall be mounted on a concrete base. Top of base shall be flush with ground. 3. Color of light fixtures shall be Dark Bronze. 4. Each outdoor luminaries equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaries and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaries onto public roads and property in residential or rural areas zoning districts shall not exceed one-half foot-candle. 5. Photometric plan provided by Illumination Concepts & Sales. 6. Light fixtures will not be tilted. ?U�ARE, STRAIGHT STEEL POLE Shall be Straight Steel Grade B Extrusion with yield of 46,000 PSI. Conforms to ASTM A500 Standards. Poles have ground lug welded inside hand -hole opposite side of the pole extrusion. Pole Extrusion is conjoined to Anchor Base by welding internal to pole shaft and external to pole shaft. Hand Hole reinforcement is Constructed of 3"x 5" rectangular steel tubing which is welded to pole shaft for added strength. ANCHOR BASE Manufactured from A36 Steel rated at 36,000'PSi, conforms the ASTM -A36 standards. Base Plate vary in size from 1"thick for poles 21 feet and over, 3/4" thick for poles 10 to 20 feet. COATING All poles have minimum 3mm powder coat finish. All poles are sandblasted prior to powder coat application. ANCHORAGE All anchor bolts are fully hot dipped galvanized and come with two galvanized nuts and washers per bolt BASE COVER, NAND HOLE COVER AND POLE CAP All poles come with removable polymer pole cap installed. All poles caps are black finish. All base covers are made of aluminum and powder coated to match the pole. The hand hole covers are provided with internal bridge support and also powder coated to match pole finish. Project Name' Type - Square d (t0) 4' square : .120In (iO 209 single i 9ronze 3/4' x 30' ; " Straight 12 (ix) (4S) (m) -8�M-10vie ; (90L) (BFtZ) (GFQ (3430) (G Steel Pole (SSW) t4 (14) 5` Square BOIL elyde .180 in ($BC) Double HfhHT) - GFI Provision Only 1' x 35' (PgoV) 16 (/5) (8S} (7G) (D 90) : ( (13fi) Galvanized SB (18) ........ (D-180) J Silver (GLV) 2ff ( ) V Square (SVR) anti Corrosion OS)' (22'•35) Triple (AGP) 22 (22) I1'/2-14 (T-90) Green 24 (24) : Bolt Circle (GRN) Tenon - 25' (25) (12BC) Quad : Hunter Green Round ..............{ (TAR) 1 a W Round t3129). 2W (29) (39) Black 4 W Round (T3 R) $0' ($O) 1-5 in (ULK) . 3 %' Square (173128) Bolt Circle 4 W,Square1r4J25) $5' (3s) {750C} Graphite c 5 h square (Tsus) (GP") Grey (GRX) Custom (Cs) 'tTLt'.� +BASES 1 0 0.8 2,8 4.6 9.2 6,2 0.8 o R 37 q7 r1r, 29 04 1.0 7 2.8 2.6 0A U tt .6 1.1 1: 00- OIL/WATER SEPARATOR DETAIL SCALE: NTS W 450 Greenbrier Drive Plumbing Fixture Count 6/5/2017 BLDG Water Cooler Mop Sink Outdoor Spigot Indoor Spigot Sink Toilet Shower Eye Wash Existing 1 1 1 4 1 3 2 1 0 Proposed 2 1 1 2 1 4 2 6 5 2 1 NOTES: 1. All EXISTING AND PROPOSED TOILETS SHALL BE FLUSH TANKS 3 PLUMBING FIXTURE COUNTS -20SCALE: NTS 445 440 435 430 425 n0 A B Ln o g a to r- m Adjust top of o Z ° o < N manhole as � II ++cn� z= required to meet Finnl Grade o V) � -0 finished grade. a a � aC' �> (i ww Zz U --- -o -- - New Waterline I I I Exist. Grade _ { ':I I J I I New 4" lateral f -- ist.. 1()5.40 0+00 0+50 1 SANITARY_ PROFILE -20 HORZ SCALE: 1" 20' VERT SCALE: 1" = 5' 1 +00 445 440 435 430 425 l� & J�C1 w o o I L yv} z >- V-3 i N 0 QUO cc� Z r $ 0 a o ¢ ¢Of r 0 m M m Q¢ a c1 M 0 3 W W 0 ¢ Z Y w 0 v Z 0 �C\2o ►�D C 0 co C0 W FA .0 Z P. % te a x Z O0 Z w rn oo rn \ \ \ N a? d Z Z Z Z 0 0 0 co w Z Z Z 0 0 0 �EMN P-4 Z w F� Z Z W Z F� E­i , F W H�! J Lr_1 �4 rc _ a SHEET NO. 4® 2 4 SHEET 6 of 7 WOOD FENCE DETAIL \Q-20V SCALE: NTS PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEPING. DO NOT STAKE UNLESS sPECIRED OF-E NOTE) 06 NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP }'j OF BALL, IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT 12 TREE PLANTING DETAIL -20 SCALE: NTS ';et shall face away storage area and I-1 Wood Picket rail wood post Icrete footing diameter depth Note: Where fence crosses existing sanitary sewer, posts shall be installed a minimum of two feet from sanitary sewer main. ROOT BALL 12 GAUGE GALVANIZED WIRE `— 34 xT HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'•6" MIN BELOW SURFACE,. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROQTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 44' AWAY I -ROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOIL$. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL ROOT FLARE $HALL BE VISIBLE ABOVE FiNisHED GRADE 6"SAUCER BACKFILLPLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER 4" x 19' PERFORATED CORRUGATED PLASTIC PIPE CAP FLUSH WITH MULCH PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL 'A -� r WSOWM PAM= 18' 6" VANA CIORNER RADIUS -�— IS 1.5" (TYP) PENALTY 14"R —� 12" r m1E 4' WIDE WHITE PAINTED LINES SPACED 2' ON CENTER DIA. i 1'-4" NOTES: 1. ACCESS AISLE WIDTH SHALL BE 5' FOR HANDICAP 10" SPACES AND 8' FOR VAN ACCESSIBLE SPACES. 8" 2. SEE SITE PLAN FOR LOCATION AND DIMENSION OF — - 1'-10A HANDICAP SPACES. DIMENSIONS SHOWN HERE ARE MINIMUMS. � 3. TIRE STOPS SHALL BE INSTALLED 2' FROM FACE OF CURB IN EACH HANDICAP SPACE. 4" WIDE WHITE 4• FOR ALL HANDICAP SPACES DESIGNATED ON SITE PLAN, PAINTED LINES THE VIRGINIA STANDARD "RESERVE PARKING" SIGN AND STANDARD "PENALTY, TOW -AWAY ZONE" SIGN SHALL BE -CONCRETE TIRE STOP. INSTALLED. NOT REQUIRED IF PARKING 5. FOR ALL HANDICAP SPACES DESIGNATED ON SITE PLAN SPACE IS 16' LONG. AS VAN ACCESSIBLE, PROVIDE "VAN ACCESSIBLE" SIGN _ WITH MINIMUM 'Y HIGH LETTERING MOUNTED UNDERNEATH RESERVED PARKING SIGN. 6. SIGNS SHALL BE MOUNTED WITH THE BOTTOM OF THE SIGN NO LESS THAN 5' AND NO MORE THAN 7' ABOVE THE FINISHED GRADE. 7. THE REQUIRED ITEMS MAY BE CONTAINED ON ONE OR MULTIPLE SIGNS. SUBMIT SHOP DRAWINGS FOR SIGNS. 8. SIGNS SHALL COMPLY WITH THE LATEST EDITION OF UFAS (UNIFORM FEDERAL ACCESSIBILITY STANDARDS), VUSB4" WIDE WHITE ANDTHE�CO EIAOFNIFORM VIRGINIA STATEWIDE BUILDING CODE), 9.11 1--- 9' _ 8' i „ SEE ° (� 8' PAINTED LINES KOA000 Min r NOTE 1 Min 1 HANDICAP ACCESSIBLE PARKING DETAIL SCALE: NTS (2) 6' DIA CONCRETE FILLED POSTS W/ PLASTIC BOLLARD (YELLOW), S-0" HIGH, EMBED S-0' MIN. UR CQ Finished Concrete Slab 16 q . • .4 ((yy 0' 4 A to to e'r l o 't 6x6 WWF Q g 4, 4 4 4 810 -CMUABLOCK ` 4 " �,4 #3 REBAR AT 24° O.C. 4 GROG SOW .Q <1 d 2 DUMPSTER DETAIL -20SCALE: NTS PLANTING AWSr /! ! S T 61 AREA is 275 le AM KA 0 a 6d Ig® �7-6W r.9e f 40- stow "MG mmap. I'llow, Mr AREA so 156t 27* Teosp sT s O 3 Depth = 4 inches f \ start ec-2 ! ` ! Ole 6' wood !' ! sorean Faroe /!! 20' Public % 'fin p Drainage Easement n. a `, y A TREE PROTECTION/SAFETY FENCE STD. & SPEC. 3.01 - VA EROSION AND SEDIMENT CONTROL HANDBOOK (1992) PERSPECTIVE VIEW PLASTIC FENCE TREE PROTECTION FENCE DETAIL SCALE: NTS r' " 280' Sight Distance 230•-N_...-.__ separator T-4 Nex 20' public Nw HYAC Egdp. !! Easernent (&imeg sin eoem .• �+►; from 6dralae New Curb Spillway and and Sidewalk - — - ._ `~-";ate_!.-• : 'F , Ce / Or `\ f `1` SIGHT DISTANCE DETAIL 40' 0 40 80' 120' -20 SCALE: 1 "=40' SCALE: 1 "=40' 6' wood n new SwLA Facilt Eassmentant New Og Wer tt>3 Location Rosewood Village Date and Time of Test 10/27/2015 10:47,-00 AM New Asphalt Surface Course VDOT SM-9.5A Depth = 1.5 inches Y. 5.: -_. 1. :t' ... • . ..+ .. i . _.. .-.:'/. a .. L Existing `- New Base Material Subgrade or Compacted VDOT 21A compacted Depth = 6 inches structural fill material. NEW FULL DEPTH PAVEMENT DETAIL SCALE: NTS Saw -cut Exist Pavement 1' from A existing curb New 1.5 VDOT SM-9.5A Exist Pavement r-New 6" VDOT 21A existing Subgrode 6 NEW PAVEMENT DETAIL \�-20V SCALE: NTS COMPACT SAUCER 3' MULCH - MIN. DEPTH FINISHED GRADE �I/•lt k 1L 8" MINIMUM DEPTH OF PREPARED SOIL 9" MINIMUM MIXTURE - TAMP TO PREVENT SETTLEMENT 7 SHRUB PLANTING DETAIL \�-2051 SCALE: NTS Minutes of plow 3 Pipe Size (Inches) 8 Pressure Hydrant 10623 Static Pressure (psi) 90 Residual Pressure (psi) 71 Flow Hydrant #1 10624 Pitot Pressure #1(psi) 55 Test Flow 1 1036 Flow Hydrant #2 11133 Pitot Pressure #2 (psi) 39 Test Flow 2 873 Flow Hydrant #3 11217 Pitot Pressure #3 (psi) 69 Test Flow 3 1161 Total Estimated Flow (gpm) 3070 Estimated Consumption (gal) 9210 AWWA Q20 Calculation (gpm) 6210. (Value of zero indicates insufficient pressure drop forealculation) Comments - — dll MYdrarits were fully open. For method of calculating pilot flow with a diffuser; see eq. 13, Walski and Lutes article 1990 Journal Management and Operations AW WA (All tests conducted using 2L discharge outlet unless otherwise specified) Signature of Tester:°' / 1 O HYDRANT FIRE FLOW TEST -2051 SCALE: NTS Finished �\��,\IA 43� Varies Grade Expansion Joint 3000 psi Concrete ; Of z a Depth = 4 inches d '\`� N\ 0 ; Z /i`/i`�/`/i .mod- C"! V)i Compacted VDOT 21A Q Q 4 Depth = 4 inches z I m M M © ca Z o a 5 CONCRETE SIDEWALK DETAIL o � a 0 -20 SCALE: NTS Uj = v —FACE OF CURB 5" 1" 24" 1/2" R sl I ) I;d:.a.. v.a•d a; v.n-4 a.''r i• 4" #�F57 STONE (MIN) DEPTH TO MATCH 6. SUBGRADE - 8" 2'-0" 04 4" A57 STONE (M DEPTH TO MATCH SUBGRADE 4" t�57 STONE (N DEF'�FI TO MATCH SUBGRADE 28" Top Block SETBACK = 1.25" (4.0' Batter Angle on Wall) Exposed Wall Wall 4 Max Height Ground Level Leveli CONCRETE SHALL BE CLASS A-3 STANDARD CG-6 STANDARD CG-2 SURFACE BASE SURFACE BASE MODIFIED CG-2 8 CURB AND GUTTER DETAILS �-20V SCALE: NTS Note: Load Condition A Shown (No Backslope - No Surcharge) Move Blocks Forward ndrail During Installtion to Engage Shear Knobs (Typical) Ground Level Free Draining Backfill to Extend at Least 12" Behind Wall — Non -Woven Geotextile Fabric (if Specified) 28" Bottom Block II=111Rill, =111-11- 11`1=11I-1 IPerforated Sock Drain I{ 1 11=1�01,1" l I —I I I I11���ll�' III ��_ Crushed Stone (As Specified by Engineer) Leveling Pad NOTES: 1. Wall to be designed by others. See Redi-Rock.com for Detailed 2. Color of wall shall be Buffalo Section Drawings of Each Condition Brown RC5004 Shown in the Design Charts J. JOHNSON 12/08/06 Redi-Rock"International, LLC CHECKED BY APPROVED BY DRAWING FILE Typical 28 in Block Gravity Wall.dwg REVISION ISSUE DATE SCALE NO SCALE SHEET NO. 1 OF 1 11 RETAINING WALL DETAIL -20 SCALE: NTS Z Wv-4 �CQ_40 O U I� FRF--I t A_ FD a' �E W>0 -0 Ztf�.J W r- 00 rn W '— "� N N F- F- F- Z W W W C7 M :� :� CL � © O 0 UO W Z Z Z 0 O O W Q W N Z w V 1 Ztt� U) > Q W � W E--I_ THTE� V ) Li H ^ 44 0 � Li 0 LLj Z In SHEET N0. C�2 05 SHEET 7 of 7