Loading...
HomeMy WebLinkAboutSDP202300006 Plan - Submittal (First) Major Amendment, Final Site Plan 2023-01-20Coo �PS.f�P/ Ol �aF a'po' ao SITE �\ Q` �Q5 BP�6 o, 2 VICINITY MAP c-00 SCALE: 1 "= 1000, sDP2o23 MAJOR SITE PLAN ANJ[E1VDM]EIiTT FOR DALY'S RENT ALL TAX MAP 61W, SECTION 2, PARCEL B2 RIO DISTRICT, ALBEMARLE COUNTY, VIRGINIA I1 Purpose of This Major Site Plan Amendment 1. The purpose of this Major Site Plan Amendment is to construct a new automobile repair facility and associated parking. TMP 61W-2-B-1 Albemarle First Bank, Inc. DB 1813-45 Zoning: Cl Use: Commercial TMP 61W=2-B-3 Greenbrier Real Property, LLC DB 2686-247 Zoning: Cl Use: Commercial TMP 61W-2-B-2 Greenbrier East, LLC ,/ DB 4682-153 / p00 / .� Zoning: C1 y�0/,/ 1.318 Acres > 4/ / Oo \ F. MAXIMN UM SEACK MIR T C.3 NIMUM ` SETBACK � / / / / TMP 61W-2-B-IA JMC Enterprises, LLC DB 3640-659 \ Zoning: C1 / Use: Office �\ 1 �\ 6Iry 9 / av���rw.a III II IIII \� 1.7 i / / / / / / / O � TMP 61W-2-B-5 / / / NIF FMW Partnership Zoning: Cl �\ Use: Commercial Qhtn"ngp// Uft se. A N Y 0 at am067�0pY.`dalo y awl (6u�Y HkgC ,,,111 ham fn9 ��� C �aor) Emergency Storm Water idwalC� \ \ Spillway ® Management Basin SWM-1 _ GREENBRIER DR ROUTE --�_ TE 866 - - 60' PUBLIC R/W ❑5 CURVEARC LENGTHRADIUSIDELTA ANGL HORD BEARIN HORD LENGT C1 31.78 25.00 72'50 04 N 71'45 10 E 29d28 C2 1156.95 830.00 10.50 04 IN 77'14 50 W 156.72 C3 54.12 446.69 6'56 31 S 79'11 36 E 54.09 1 PARCEL OVERVIEW -00 SCALE: 1" = 30' 0 .• •0 00000� Land Use Table wrn Description Pre -Development % Post -Development % Buildings 7,225 12.6% 12,225 21.3% Paved 16,068 28.0% 24,720 43.1% Total Impervious 23,293 40.6% 36,945 64.4% Pervious 34,119 59.4% 20,467 35.6% Total 57,412 100.0a/ 57,412 100.0% 0 SITE DATA SITE PLAN NUMBER: SDP82-29, SDP201600058 LEGAL REFERENCE: 061WO-02-OB-00200 PARCEL ADDRESS: 450 GREENBRIER DR CHARLOTTESVILLE, VA 22901 SOURCE OF TITLE: DB 4682 PAGE 153 OWNER/APPLICANT: GREENBRIER EAST, LLC 255 IPSWICH PL CHARLOTTESVILLE, VA 22901 ZONING: C1-COMMERCIAL OVERLAY DISTRICTS: AIA-AIRPORT IMPACT, STEEP SLOPES (MANAGED), ENTRANCE CORRIDOR CURRENT USE: COMMERCIAL (57,412 SF) PROPOSED USE: OFFICE AND AUTOMOBILE REPAIR (MAXIMUM BUILDING HEIGHT IS 20-FEET) MAGISTERIAL DISTRICT: RIO \ BUILDING SETBACK: FRONT MINIMUM: 10 FEET FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE \ SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE RIGHT-OF-WAY. FRONT MAXIMUM: 30 FEET FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE �`✓ SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE RIGHT-OF-WAY. \ SIDE AND REAR MINIMUM: NONE \\\ SIDE AND REAR MAXIMUM: NONE \ \ PARKING/LOADING SETBACK: FRONT MINIMUM: 10 FEET FROM ANY PUBLIC STREET RIGHT-OF-WAY. \ SOURCE OF BOUNDARY: PLAT RECORDED IN DB 705 PAGE 348 SOURCE 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, LLC. ON SEPTEMBER 8TH 2O15. A VISUAL VERIFICATION WAS PERFORMED ON DECEMBER 12, 2018 PARKING SCHEDULE: REQUIRED: OFFICE: OFFICE NET FLOOR AREA = 1,019 SF 1 SPACE/200SF= 1,019/200SF = 6 SPACES RETAIL: RETAIL FLOOR AREA = 1,335 SF 1 SPACE/100SF= 1,335/100SF = 14 SPACES WAREHOUSE: 1 SPACE PER WAREHOUSE EMPLOYEE = 1*2 =2 SPACES AUTOMOBILE REPAIR: 2 SPACES PER BAY = 2*6 = 12 SPACES 1 SPACE PER EMPLOYEE = 1*6 = 6 SPACES TOTAL SPACES REQUIRED = 40 SPACES PROVIDED: 41 SPACES (INCLUDES 3 HANDICAP SPACES) SWM VOLUME CONTROL: PROVIDED BY DETENTION BASIN SWM-1 SWM WATER QUALITY: PROVIDED BY PURCHASE OF NUTRIENT CREDITS o WATER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY �r0 SANITARY SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY RESERVOIR WATERSHED: THIS PARCEL IS NOT LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED. O 1�0 SHEET INDEX LEGEND C-001 ......... COVERSHEET / C-101 ......... EXISTING CONDITIONS & DEMOLITION PLAN LP LIGHT POLE KDN ¢' 0 N m ro w � rn Exist Pressure Hydrant 10623 Trip Generation Table Land Use: Automobile Care Center(942) AM PM size in out in out 5,000 s.f. 1 7.425 3.825 1 11.4432 1 12.3968 C-201 ........ SITE PLAN C-202 ........ GRADING & UTILITY PLAN C-203 ........ LANDSCAPING PLAN C-204 ........ LIGHTING PLAN C-205 ........ SITE DETAILS C-301 ........ POST DEVELOPMENT DRAINAGE CALCULATIONS C-401 ........ MAINTENANCE OF TRAFFIC PLAN SIGNATURE PANEL BUILDING SETBACK ® MANAGED SLOPES FENCE FFE FINISHED FLOOR ELEVATION APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS DEPARTMENT OF FIRE RESCUE VIRGINIA DEPARTMENT OF TRANSPORTATION ALBEMARLE COUNTY SERVICE AUTHORITY z N0i � o _ 2 n o o Q Q m m m U Z m cn w w O < (� U 0 L Ldp S U w a 0 z 0 1— a- U 0 w 0 i i �Z �I Q Z � � W W � � W a � � E­1 CZ� > O Ld J nN O F — H O W F_ U w ~ H 0 LLI a _ SHEET NO. C-001 SHEET 1 of 9 \ W CV VI Ilk O Q a a m m m o U w 450 1 // \\\ // o 0 > \\I Z Exist. Gravel (To Be Removed) \\ �� F+st \ V\ / ago 70, �Z��oo W a 54 00 blic \ , / \/ \ �3 / / Drainage Easement / / \% U a Exist. Concrete Pad 4 \ / / (To Be Removed) / \ F+s / DB 3384-108 x Q (Portion To Remain) \ // U w a �CJao \ \ I \ l \ \\ V Portion of 6Exist. " PVC To Be // I // tee• / / \ \ I l �I l Removed ooQ�,Q, �\ / • e6 �6 \ / %Exist. Waterline \ l / ' I l R6 �� \ / Exist. 20' Public ?> 6� \ / °�o, (To Be Removed) \ Ir a Drainage Easement °I-6 ho,> 0• oo / � / / I \I DB 3384-108 °J 9 \ J - \\\ Exist. 20' Public c° ^�.•°Q,,�� //'� / /� a� /��_-- J , Drainage Easement y o klly- \ / \ DB 915-662 � J� /.. / / / w \ / I \ 60 , e° 4. Exist. Pavement- // I ❑3 \ F+sf� \ \ /} / / (To Be Removed) / I,< I / Exist. 18" RCP I/ b (To Be Removed)All MAXIMt ExistGas SE ACK \ / �� / l I Exist. 10' Sewer�l \ . �� \ r \\ \y� I . Easement \ \ Valve -5 I I DB 425-143 ExistA TB / \\- ------------- --` R\ \\ \ \) Exist. 14" �� / I l / / 40� FRO \ \ kAINIMU N \ / \ l °/o 00,1 / a0 "ETBAC! Exist. 20" TBR /" \ s ° w Exist. �27 TBR 34 X�- 4 \ \ \� ist. Sidewalk 1 \ Exist. Manhole 7- - Exist. 400' Sight _ \ \ and Curb /-" '(To Be Removed) < 0 / Distance Easement \ � � I (To Be Removed) / I l /' _ _ - - - - - - _ - / l / F / DB 1000-0718 \ ° / - - - ,� P , benchmark 1: ExistSidewalk'.. oO�J� Corner Drop Inlet Elevation = 446.47 \\\ // // \\ A8• \\ 1-----Sgwcut Line Exist. / \ Mill Y� EXist-Sidewalk Fk/ 432 Sidewa� p w \I/ and Ov;rla I 1 st 78•, and Curb Remove 49' of o o RC (To Be Removed) Exist_ 24" RC �} 1 \ s Sawcut 1' from / -� \ 1 � — -i � �: \ ed e of gutter / gj Exist 8„ GREEI�BRIER �\ Exist ,o» I Exist. \ \ 1 sanitary DR \ RO Sanitary- 428 i N w v _ UTE 866 v 8 Exi T5» R 1, ° \ 0 // ro 60 PUBLIC R/W i � Benchmar< RCP m W Corner Drop Inlet Elevation = 426.79 \ \ \ / / \ Z --- _ --- -- / l� // ^\ , Exist Pressure W � d /-------®--_--- __ Hydrant 10623---/ � 'Z 0 � -- - - - -- ` - - / W E. // // Z Q �\ ,// ,' Exist 48 RCC) P ,' ��x �o \ a o \ \ r-i Ul- \ w 0Ld wW a- N SHEET NO. 20' 0 20' 40' 60' C 10 1 SCALE: 1"=20' SHEET 2 of 9 / \ 1A '� \\\ I Z ® / _ S / O Q OZ Q Q �] m 0] M U7 Q LLJZ LLJ O U W U o a o �F°iC\2 �21 CQ Start CG-2 \/ \\\ > �aa Upcvr1 �C7W00 R New 6' Wood Screen Fence / / 0.' W �" A \ \ O SCl}}ee Handicap ®® N. d t\ orog Parking 'N, $\ A // �� �•D LP \ Sign IV • LP �acA J o° Duwpster ®SPAeS \ A R gI \ / o q \ J 10' IfY New 6' Wood R Screen Fence o + \\�\2 SP N do9gS �� ACf Leo 4 3 \ 60, /.1°1 \\ P + + 8k16, 5'R r9 ,�\ 30' FRON \ C + + + + + ry de �� MAXIMUM SE ACK \ / \ \ 6 �6 / + + + + + j wo/k� s; .. ��1 O + + + + + + + , U / \ SAgC 3R �� �+ / + + + + + + < . Handicap C \ 91 F h / + + + + + Parking Sign 10' FRO + + 3o Cho 3 w MINIMUM SET ACK \\ U�' onel 0. let 30 / ++++ + + +++ J� TW 43, -",/�9 bye// Use, New 1 Stor }\y ® 1 + + + + + + eW 4 80 6' quo 50p0Y + S9o New Q z � iBpil yVIA 0� .� 8B o CC-12 from B willF94ip Q F�O� :; / a_ / . ////. ./ • entronCeSCor idor O \�\� / / Cn o New �x St. .Sidewdlk Storm Water New Curb / \ Emergency Spillway Management and Sidewalk Basin SWM-1 / GRE R xis Et. ENBRIER D .... wM Z ROUTE \ 866 s 60 PUBLIC R ` 8 8D \ ® I 0 «y Z — o Qa \ — Exist Pressure a \ 2❑ — — Hydrant 10623 W m ro �4 Mill & Overlay \ /// a a E-1 Q -- �\\ r \ w Full Depth Pavement 24 /// , \ � J To Match Existing Pavement \ / / p in Greenbrier Drive w SITE PLAN NOTES: \\ i SHEET NO. 1. Visibility of all mechanical equipment from the \ \ Entrance corridor shall be eliminated. C 201 2. Knox Box required, contact Albemarle County 20' 0 20' 40' 60' Fire Marshal office for location. SCALE: 1"=20' SHEET 3 of 9 A / / d \ ,N Q W, 9 O O 0 O a ¢ m m m z 0 0 -450 / �O. TC 45.04101 \\g2 eOf Se 2' WipedownFlush \ �3 TC 44.70rb 2' Wipedown / / ^ P 4 42 Drain 0 N z Y Ld w = / O O / > \ / / ^a`\o HNC \ Exist. 20' Public / \ �� W m o] z W Drainage Easement / % � a5mz DB 3384-108 ` /// > U 5 A (Portion To Remain) \ / m `r x TC/P 39.40 \ vvv �v / / * w�w"..4 Woo /-Zama / \ \ / / / / / �L 4• ofe� \ P 3 20 TC/P 39.10` \ ` V TC 45.02tor°g� New 20' Public / 41 P 43.94 C .6 •./ T A o \ -QDra1 B 539nage Easement 9 PG 549/ Z TC 3.43 TC 44 8 - P 39.I Ex' t. 2 ub' e S' TC 41.05 Cf39. D ainag Eas e t ACS4 DB 33 4-10 wry' �� S. Foseme / I C 3 50- \\ Exist. 20' Public c� ^° / ,�. / T S3g9 p dei / I �' Drainage Easement } o��� /..' < / / \ DB 915-662 J5 // �k // / / �� 68 TC 41.70 CO ----- -J------/ \ II / � / Paz / ��� \�� // TC 40.78 IO I // TC P 38.27 \ °oggPS TC/P 38.90 60, TC 38.45 /•c° / / ° / 386 I ° - \ - 41� // / 3❑ \ /+y / TC 4 . 0 , d A I I / B \ v� tiV� TC .83 TCI 39. 8 \ TC 38.50 Exist. 10' Sewer I / \� \ / \ Exist. Gas �� \ Easement jC r /F \ \ / ' A �, 4 \ \ \ \ \ �O TC 39.65 DB 425-143 I I J TC/F/ 3je9 \ \ - - -7V\ 215' Concrete Flume y Foc�oncr, e NeW <" . /`.. wa\ 60 0 N d. co S43j Fose �e °ckf 2 1. � FL 38.45 �9 ° \ TC 39.4( TC 38.35 I I 5A "n ^� ^o ew h'et pC l/3 ent /ow Roo ... \ CoLd 1 I ox o!n/n New atsc Exist. 400' Sight _ .. \ \ I TC 39.50 I II Tw gyej9ht 9 Hol/ Use, l St Norge Distance Easement \ < I TC 38.20 9w 4 28C 6 H AutoSOOp Sdjn /oto Sho// DB 1000-0718 TC 39.25 6" 1 C New �i/- FFbile R 9 - wM,/ - 3� 9 : TC 38.9 \\ \ Exist.. Sidewalk .. /���� / f I Op Seo°r fW" F'43Te oir (6 TCjp 3 °wn New YS 4 C e ) (Bui/ayVAC F � 86 co � \ \ s Sonita w p fro og 9uip / <, �o � z - - Ce LD S3 9 pC6 4g roinOge FhtronwoesCor/ao / we OG\o� ��` / / a- TC/FL 35.91 \ - - e0sent -432 - ' _ r) ti� _ 0 \ \ \ / / 1 TC 36 0�1 New Exist..Sid F \ '• o 0 0 / \.. Storm Water � �\ / / \.............................. \Emergency \ ........................ �............................. Spillway Management p - In ....... \ m Basin SWM-1 \ t,S�O 9 / / 0 °+ �\ m Exist 8 , , / / GREEIBRIER D \ Exist , o» sa I 5t. \ - sanitary , ROUTE 86 R nitary <--428- �- Exi 5" tJ 60' PUBLIC R \ ❑51 $ RP \ \ / _ lb _ -- C� -- / y // \ Exist Pressure W -------®------ __ - - �} / Q / Hydrant 10623 ---/ Z El et 6„ / \ U1 1.4 48RCP Oil / \ a I Fi °fe i/ w �\\ \I I I / \ J �\ / / 1❑ a' LL UTILITY NOTES: 1. EXISTING 5/8" WATER METER TO BE REPLACED WITH 1" WATER METER. \ \ / / \ \ \ \ \ \ \ \ Fk'st - - / , c)j � F- \\ \ \ \ \I \ \ \ \ \ 2. CONTRACTOR SHALL CONFIRM IF THE EXISTING 5/8" SETTER CAN BE \ / // \ \ \ \ �8' Rc \ \ - �/ \ \ \ `, / / 0 Li \ \ \ \ \ \ USED FOR THE 1" METER. IF NOT THEN A NEW TAP SHALL BE MADE \ v \ \ \ \ \ \ ` 0 \ \ \ \ \ \ AND THE OLD TAP ABANDONED. \ \ \ SHEET N0. 20' 0 20' 40' 60' C-20 SCALE: 1 "=20' SHEET 4 of 9 J NF County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp m-284111-297 for complete specifications) 1. The followhie Items shall be obown on the plan: — — — — — — \ / ® Trees to be saved; ® limits of clearing (outside dtipline of trees tote saved); \ / ® Location and type of protective fearing; G Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. © All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector. v \ / \ 3. Pre-Constrectlw Conference: / \ -U Mwee preservation and protection measures shall be reviewed with the contractor on site. \ 4. Eapiument Opention and Storm: / ) © Heavy equipment, vehiculartraffic and storage of construction materials including soil shell not be permitted within the driplines of trees / to be saved. 5. Sail Erosion and Stormwater Detention Devices - N-0- _ ¢ O t�N Q J r Z `\\ O 7Y/y � Qua _ 2 `n 0 ¢ : oz a ¢ m m m 0 U m N � Lq O of 0 U n Fj-) w \ / Ld U ® Such devices shall not adversely affect trees to be saved, / 6. Fires., ® Fires are notpetmittedwithin 100feet ofthe driplineoftrees tobesaved. TREE CANOPY 7. Task Materials: \ / CANOPY REQUIRED 10% OF TOTAL AREA ...... 57412*0.10 = 5,741 SF Z ® Tonic materials shall not be stored within 100 feet of the dripline of trees to be saved. \ / / CANOPY PROVIDED.................................................................... 5,755 SF ,Z S. ProtectiveFenclne: /� / \ — — — \ / / STREET TREES a 0 ❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. STREET FRONTAGE ....................................... 513 LF o ® Fencing shall be m place and shall be inspected and approved by a County Inspector prior to grading or construction. \ / / / \ \ \ / TREES REQUIRED (1 /40 LF) ............. 513/40 = 13 a F 0) a / TREES PROVIDED ........... 14 (13 T-2 and 1 T-6) tvt o 0 9. Tree Wells: \ / \ \ / - ❑ 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 derail \ / \ \ / / PLANTING SPACE �� 0 >- W C P7 submittedfor �pCO \ \ / / PLANTING SPACE REQUIRED 5% OF PAVED PARKING AND TRAVELWAY AREA 24,720 SF *0.05 = 1,236 SF a' W I Wi 00 10. Tree walla: \ \ \ \ — \ \\ PLANT SPACE PROVIDED .................... 560(#1)+160(#2)+224(#3)+275(#4)+275(#5)+144 (#6)+77(#7) = 1,715 SF �' "d" q ❑ When the ground level must be lowered within •e dripline a tree to be saved, a tree wall shall be provided, and a construction detail \ \ / / / \ \ \ \ / ' D O rn I'll a submitted for approval. / > PARKING AREA i/) � H . W NUMBER OF PARKING SPACES ................ 46 * w E" z 11. Trenehineand Taell: / \ \� / \� \\ / TREES REQUIRED (1/10) .......... 46/10 = 5 C7 W o nnnaa 0 ❑ When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees as possible. Tunneling > TRESS PROVIDED .................... 12 Z IX Px under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. / \ 450 / / Z x LANDSCAPE NOTES: W 0 0 12. Cleunp: / / / \ / 1. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the It Protective fancing &hA be die last items removed during the final clearrup. / �+� —� I 1 / / \\ / topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall Z / - \ \ \ health of the plant. Z 13. pamaeedTreea: / / \�� \ / \� / 2. Slopes greater than 3:1 shall be stabilized with low maintenance shrubs S-2 & S-3 planted 6' on center. a ® Damaged trees be 'ately by pruning, fertilization or other methods recommended by a tree specialist / \� �♦ �4g6 \ �/ / W 7jfT IS THE ER•S NSISILM CON RWrrrHTHECONDUCTORONTREECONSERVATION /� // S'�` \ \ \\ // 1 LANDSCAPING SCHEDULE T-4 \\ // \\ -20 SCALE: NTS PLANTING AREA # \ \ 44 S6 / CONTRACT PURCHASER SIGNATURE 4 - — New 6' PVC ✓ \ \\ \\ / Drain \\ q New 20' Public / T Drainage Easement / I :.I > \ \ �\ �QB 5399 PG 549 / PLANTING I �. II \ \\ /// • / \ AREA 5 I \ \ Ne 275 SF \ \ \\ // • a AN NDG / \� 9 (FoGSq ARE #7, \ s399 prde) eryle_,, PI)AN 1 e� 78, \ / < 77 S / \ GS4g/ I I AT4 Ed # f PLANTING I \ 99reo _6 //// oz I \\\\ //.. _4 / \� AREA #3 / 224 SF a_ PLA/// AR N/ #G - (2) 4 \ K \ - /Ld \ \ T6 0 T-2 / ` 5 SF I -4 T-2 \ a y� �'1T-5 -6 �� \ tectilR\ Fen in ��xist. 14 I / I — =.;. well, T \ 2 LANTIN� I I ry D cib WO e -6 // + T-2 � `S. I \ \ # N B -' 3jj Fuse ookt/op2 / \\ s'•�cA o •\� \ T- 1160 SF I 5A ^� "a eµ R pG meht w R + . • .. i T-3 %I I rink Neetoro/n9 3 New / dsch °f Ora• \ �i \ ® E� T- I S- 7 ew 4381 t ,two// Use, q S � torT e or9e s sh \ Z \ , ) w 43Z 0 New - — otumobiZ OF Uddr?9 — —u7t° SWM/ / S' Oil�woter "Fe-- r z poir / r c porotor BSS i6 9u New C � (Boil Hlr.1 8B P o \ Z T T DB w 20,F from Fog FSoP. / :1:: ..:.... — 5399 pGbs4g roipu9e F ntrouue Co e�or UQ' ' o�o� / / Z �.. 1 i Z , New T-2 ° \ Emergency Storm Water 1........ Spillway Management T-2}. \ � Basin SWM-1 S, / its of Disturbalice 40,., \ / W ° E--4 Q � P' Cj Ld LLI SHEET NO. LANDSCAPE SCHEDULE SYMBOL KEY NAME SPECIES QUANTITY Minimum Size CANOPY PER TREE SUBTOTAL CANOPY T-2 American Beech Fogus grandifolia 13 2.5" caliper 227 2951 ® T-3 Pignut Hickory Coryo glabro 2 2.5" caliper 61 122 T-4 Sourwood oxydendron 5 2.5" caliper 138 690 arboreum T-5 Cherry Tree Prunus ovium 1 N/A N/A N/A ® T-6 'Greenspire' Littleleaf Linden tilia cordata'greenspire' 8 2.5" caliper 249 1992 ® S-1 Japanese Holly ilex Crenate 42 Height =24" N/A N/A S-2 Redtop Panicgross ponicum rigidulum 45 Planted 6' OC N/A N/A S-3 Wild Hydrangea hydrangea 40 Planted 6'OC N/A N/A arborescens S-4 Winter Jasmine jasminum nudiflorum 16 Height=24" N/A N/A TOTAL= 5755 20' 0 20' 40' 60' SCALE: 1"=20' SHEET 5 of 9 Schedule Symbol Label Quantity 1 Manufacturer NLS Lighting LLC Catalog Number NV-1-T3-64L-7-30K-UNV- Description NV SERIES WITH T3 OPTICS, Lamp LED Number 1 ilename NV-1-T3-64LJ- Lum:ns Per 8572 Light Loss 1 136 ❑ HSS mounted on a NLS BLACK HOUSE SIDE SHIELD 3OK-HSS.IES D SSSP 15 45 7G913C SGL ° 8RZ 3430 POLE 1 NOR Lighting, LLC NV-I-T3-48L-1-30K-UNV T3 silicone Optics LED 1 NV-1-13-48L-1- 17780 1 156 ❑ MOUNTED ON A NOS SSSP 30K.IES H 15 4s 7G 9BC SGL BRZ ° 3430 POLE 2 NLS Lighting, LLC NV-1-T3-48L-1-30K-UNV T3 silicone optics LED 1 NV-1-D-48L-1- 17780 1 312 ❑ H Z MOUNTED ON A NLS SSSP 30K.IES O 15 AS 7G 913C D-180 BRZ 3430 POLE NOS Lighting, LLC NV-1-T3-48L-1-30K-UNV T3 silk., optics LED 1 NV-1-73-48L-1- 17780 1 156 MOUNTED ON A NLS SSSP 30K.IES O 15 4S 7G ABC D-180 BRZ 3430 POLE NLS Lighting, LLC NV-1-T3-48L-1-301l T3 silicone optics LED 1 NV-1-T1-48L-1- 17780 1 156 MOUNTED ON A NIBS SSSP 30KJES O15 4s 7G 9BC D-180 BRZ 3430 POLE Luminaire Locations No. ©M Label MH 1 1 Tilt milloo ©© 11 1 11 =® 1 1 1 1 1 -® 1 1 1 11 -® 11 1 11 ©® 11 1 11 -® 1 1 1 11 -® 11 um 1 FORM AND FUNCTION • Sleek, low profile housing • Spec grade performance • Engineered for optimum thermal management NLS LIGHTING NV SERIES AREA LIGHTING FORM AND FUNCTION • Sleek, low profile housing • Spec grade performance ' • Engineered for optimum thermal management • Low depreciation rate • Reduces energy consumption and costs up to 65% • Exceeds IES foot candle levels utilizing the least number of poles and fixtures per project ' • Optical system designed for: -Parking Lots _ -Auto Dealerships - General Area Lighting = �- CONSTRUCTION • Die Cast Aluminum • External cooling fins, Finite Element Analysis (FEA) designed • Corrosion resistant external hardware • One-piece silicone gasket ensures IP-65 seal for Above NV 2 wide DPS6 electronics compartment • One-piece Optics Plate' mounting silicone Micro Optics • Two-piece silicone Micro Optic system ensures IP-67 level seal around each PCB LISTINGS Certified to UL 1598 ILL 8750 • Grade 2 Clear Anodized Optics Plate' standard CSA C222 No. 250.0 FINISH DesignLights Consortium`(DLC) , 3-5 mils electrostatic powder coat. DesignLights Consortium Premium`(DLCP) • NLS'standard high -quality finishes prevent corrosion • IP65/ IP67 Rated protects against and extreme environmental conditions 3G Vibration Rated per ANSI C136.312010 , w� WARRANTY l,;;­ c @L us e�L.� ® E ' Five-year limited warranty for drivers and LEDs LISTED LED WATTAGE CHART 260mlllhmpr 18, - - - - 630 milllaan las 26w - - - - - - 70aand 111ampB %w 71. t6gw 13&x 16%, pope,243w 265w us. mllliam a SSoYe 165W t56w 206w 26aw 316w 366w 409w NV-1 NV-2 Project Name: Type: V 73 G L 7 unl/ I ight Din No LED, Millincoo °s3 2 Cal of K11,11 Split, NV Type 2 NV -1 360 : "I OOK [ Cl12rect Me it, Pole Color Bronze Optic,,, him peerrant (BD) Szel i (T2) 16 (l6y (35) i (30K) (UNV) F^riNv-1 s101 InPl (BRZ) Mar n e Grace Finlsr- (MGF) (fill i 32 (32L) N.1 ry 3'(DPs3) White np Dent-,1 M _ hF .Lire (DPP) Type 4000K 317 AB0 42 (48L) rNV-I I D90. T90. T,20. OD WH ( n M glamed ' rl �hFtute(MP) NV (INH 530 (40K) [ (dil : (53) 7- (DPST) Noma n Re p ode (PE/) Size2 64 (64L) Ee-Ol tny¢ Slat Sdver : Photoee t Receptacle (PCR) (NV-2) Type 4 ;; : criy ; i00CK [ 6 gial i (SVR) i RecepreC e t She _lFg Cep (PER) (T4) NV- Still [ 80 BOL) ! 00 : ( Fir rp vai Dnn T9a n2p n0 II' DPSI1 ( ) : Black BLK ( ) FOR -2'.I vn in Mm�oc ten per (U:vV Ve re,, (FSP-20)5' 20"Hei9hra Type [ g6(96L) O (TS) : 112 (112L) : Knuck:e Mount (KM) : (FSP-a0) 21' 40' Heights 128 (128L) ; 1 C6] Sweep Arm (SA) : Graphite (GPH) Surge Pmteaor (1011) Neme2 (1) Well Mount(wM) Quick Mount Rraaket(pMB) 2I-Narrow Bem Trunnion. Viount (TM) Gre (GRY) Retrofit heart Bracket(ROMS) Rcund Pole Adptar 3"- 4" Pale (Rial •NVN 0)1 ny •herb paintish ed is sca'me6ssteel an e am i : Rcund Pole deeper 5' "o'Pole(RPAS) custom Rotated Optc Left(ROL) N=ma 3 Tennle Arm(TA) (CS) Rotated Optic Right (FOR) r= Nan a, a Sde Sheld (HSS) ,. __. _. •HSS not applicable with N2-NEMA24.Ophcs (N3) :. r, �.'. •rUniotapolumigew4h N3-NEMA30.Optin NV SERIES AREA LIGHTING • Low depreciation rate • Reduces energy consumption and costs up to 65 % • Exceeds IES foot candle levels utilizing the least number of poles and fixtures per project • Optical system designed for: - Parking Lots -Auto Dealerships - General Area Lighting CONSTRUCTION - '- • Die Cast Aluminum • External cooling fins, Finite Element Analysis (FEA) designed • Corrosion resistant external hardware • One-piece silicone gasket ensures IP-65 seal for electronics compartment • One-piece Optics Plate' mounting silicone Micro Optics • Two-piece silicone Micro Optic system ensures IP-67 LISTINGS Certified to UL 1598 level seal around each PCB UL 8750 • Grade 2 Clear Anodized Optics Plate` standard P CSA C22.2 No. 250.0 FINISH DesignLights Consortum' Ol-C) • 3-5 mils electrostatic powder coat. • DesignLights Consortium Premium' DLCP ( ) . NLS' standard high -quality finishes prevent corrosion • IP65/ IP67 Rated protects against and extreme environmental conditions • 3G Vibration Rated per ANS _ WARRANTY y %'^,q,r®GLLDus ffi r Five- year limited warrant for drivers LEDs. LED WATTAGE CHART ISO mlllatent 18w - - - - - - - ?O630milllamas taw - - - - - NO_. hall X. 71w 104w table; _ 16a, 2004, 143w 265N Project Name: Type: 1 1 r EMUSe Fe I m Sil NV T/pe 350 3000K [ 120 277 t Dire" Pole Bronze 1 hr, Fle,­­lt(BD) Slzel (T2) ISa6L) . (35) (30K) : (UNV) Eprr(w IT mule. Dt Bn (BRZ) t L 'eF (MGF) (1411-1) :.yvl' 32 (32L ) v.4000K [ 3'(Dit Wh.1e i Optic Plate t :,Ma Lot, u7(OPP) Type - 48 (48L) 3A7A80 F N/1 D3Q_T�123Co ; W ( NT) tout gP edtomatc Fxt (IMP) NV (T3) 530 (40K) (Hie) 7'(DOW) N.m ter. Recept ie (PET) Size 2 64 (64L)- ' (63) Eer fNV-2t S Pole o1 a0 Silver Brecon I. Receptacle PER)(NV-2) Type4 'N r: 5000K 6"(DPS6) (SVR) Receptacle . Shertng Cap (PER) (T4) NV 2 00 (60K) Pn (Nr/ 2) U90 Too IF IQ CD Black ^SP 211.rth Moto, tender(u N`. voaage T`/pe c 80 SOL ( ) (7) i1- DPSII ( ) BLK ( ) (FSP 20) 19' 40 H 9ht _ 6 (T) 96 (96L) Bourke Giount (KM) (FSP 40) 21 d0 H 9h(a 112 (112L) : 126(128L) 105] Severe Arm (SA) : Graphite (GPM) Sun, Pete :or (101b) Nedra (7) Nal Blount (WM) ckM . Bracaar(DIAl N Gre Harnett Mount Brooke' (ROMB) 3- ionnon Stount TM ( ) (GRY) i acu dPoe Adaptor 3" Pole(RPi (I NVIOnly -StandardC! h is stainless steel C by paintedl'te Rc d Pole Ad p_cr 5 - E Pole (RPAS) 6 -< C Elected Opt Left(OL) Memo 3 n p nn_Am (TA) (CS) (CS) relatedop- sight (FOR) 11 Elul, _ HcL3a Shield •HSS I applicable N12d NEMA24-Optics (143) -t •NSSnotapplicabiewith N3-NEMA30-Optics NOTES: 1. All 2. Light pole shall be mounted on a concrete base. Top of base shall be flush with ground. 3. Color of light fixtures and poles shall be 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. STRAIGHT STEEL POL 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 Tx 5" rectangular steel tubing which is welded to pole shaft for added strength. ANCHORBASE 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. �3 •� BASE COVER HAND 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. ItO Project Name: Type: -7�> J•- �/)Flei-<--` P. �• Square 10'(10) CSquare .120 in (10'20) Single Bronze 3/4•x 3T Gn xO Straight 12'(12) (4S) (11 G) 8and -10 xna•: (SGL) (BRZ) (3430) alt Steel Pole ! Bolt Circle : OH Piotision only (SSSP) 14 (14) 5. Square in (9BC) Double White V x 36" (PROV) 16'(16) (5S) .180 (7G) (D-90) : (W HT) : (136) Galvanized If- (18) .; (0-I80) Silver (CLV) 20 (20) 6°Square (SVR) - Anti Corrosion (GS) - (22'-35) Triple : (ACP) 22- (22) 11 ih-14" (T-90) Green 24' (24) Bolt Circle (GRN) ii Qa� a tenon 25- (25) (12BC) Quad Hunter Green P o tars —a Raw) 26' (26 (OD) (MON) 4 a R ampol) (:3 R P and (T311R) 28' (28) (39f Black q 48 Round R41tR1 30'(30) 1510 (BLK) l 3wsquare(P1251 Bolt Circle a 0k - ; it a n sgaae 0s1ts1 (15BC) - Graphite q o 49 square as t ts) (GPH) S -.,Grey i:1 11 ii fl lh a 0 )ly¢ ,(GRV) o W .L = P i7i p-_� - 0l7 ii custom (CS) f- POLES RE BASES g�u OIL/WATER SEPARATOR DETAIL SCALE: NITS 450 Greenbrier Drive Plumbing Fixture Count 6/5/2017 BLDG Water Cooler Mop Sink Outdoor Spigot IndoorSink Spigot Toilet Shower Eye Wash Existing 1 1 1 4 1 3 2 1 0 Proposed 2 1 2 4 2 6 5 2 1 NOTES: 1. All EXISTING AND PROPOSED TOILETS SHALL BE FLUSH TANKS 3 PLUMBING FIXTURE COUNTS aw -20 SCALE: NITS 445 440 435 430 425 A B � o DD O Ih r•J o at will m OJ Ad us N f t top and Do� = O � o M r7 oZ II II o cone of manhole CD -cc � 11 o+GoolEl as required to Final Grade o� ao II .�.-� a Q.O.N O meet finished > < ~wl grade. V) w()s �II > �? o — _ — — — — — — — New Waterline Exist. Grade — — New 4" lateral 4.03% Exist• 105.40 0+00 1 SANITARY PROFILE -20 HORZ SCALE: 1" - 20' VERT SCALE: 1" = 5' 0+50 1+00 I') Z C14 3: r 2 (n = or) E O Q :2 H w w } r r M M M Q Q N Z 0 O 0 0 n LLI LLJ = O O V Z �aCN2s 9 I W CO pa Q > r) CO Z 1 6 L) > �I� �D U) d ICI W a O ZX ZIX axa U l.4 Z W W w a 0 Z O a O CC w 0 O Z 445 ^ Hl Z Q� 440 W a 435 a P Q x w J O 430 w UPI w ~ O H w w ol O 2 n SHEET NO. 425 C-204 SHEET 6 of 9 Nil L 1 II L L �. y r 1 WOOD FENCE DETAIL —.. SCALE: NTS Ticket shall face away 12 TYP r Tom storage area and iWM-1 RESERVED PARKING x6 Wood Picket 18" x4 rail L 6" ACCEVAN SSIBLE CORNER RADIUS T IS 1.5" (TYP) Y 14 R 4x4 wood post LVIW--A 12OERK .oncrete footing 0"diameter 14" depth 4" WIDE WHITE PAINTED LINES SPACED 2' ON CENTER Nate: Where fence crosses existing sanitary sewer, posts shall be installed a minimum of two feet from sanitary sewer main. LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINO. SITES, OR WHERE TAMPERING MAY OCCUR. PLAN —VIEW PRUNE COOOMINATE LEADERS ROOT BALL.: REMOVE BROKEN, BADLY m �y DEFORMED, RUBBING, NARROW u) N CROTCH ANGLES, WATER ` + SPROUTS, OR CROSS -BRANCHES . +� d£ '6 s 12 GAUGE GALVANIZED WIRE y. ��:.L" •v1 3-2'x2" HARDWOOD STAKES GALVANIZED WIRE GUY T A lA 12 GAUGE ALLOW FOR A >�•� r; I. Mr ai SLIGHT MOUNT OF MOVEMENT' rte OD a, 8'2"x2IN E t SURFACE. f MIN BELOW SURFACE. BELOW STAKE SHALL BE DRIVEN A MIN. STAKE GJ p 1$ u7 18" OUT FROM TRUNKUNKAND l`� REMOVE TAGS, LABELS, AND rw OUTSIDE OF FOOTBALL PLASTIC SLEEVING. DO NOT STAKE 237 MULCH LAVER TO EDGE OF ORIPUNE. UNLESS SPECIFIED (SEE KEEP T6' AWAY FROM TRUNKFLARE NOTE) DO NOT WRAP TRUNK SET ROOTBALL FLUSH TO GRADE OR 1-2' HIGHER IN SLOWLY DRAINING SOILS. 00 PRUNE SUCKERS NOT COVER THE TOP OF THE FOOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE IF FIELD GROWN, CUT AWAY ALL ABOVE FINISHED GRADE BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM 6" SAUCER TOP $ OF BALL IF CONTAINER BACKFILL PLANTING PIT WITH NATIVE GROWN, REMOVE CONTAINER INCORPORATE SLOWRELEASE AND CUT CIRCLING ROOTS -) IJ GRANULAR FERTILIZER 1:1 SLOPE SIDES OF ;. I, 1^COMPoST LAYER PLANTING HOLE 4" a 1a'PERFORATED CORRUGATED SCARIFY SIDES BEFORE PLANTING I PLASTIC PIPE, CAP FLUSH WITH MULCH TAMP SOIL AROUND FOOTBALL PLACE ROOTBALL ON BASE FIRMLY WITH FOOT 1 UNEXCAVATEO OR TAMPED SOIL PRESSURE SO THAT FOOTBALL —'1 3X FOOTBALL DOES NOT SHIFT QKWJgK; 12 TREE PLANTING DETAIL —20 SCALE: NITS I" DIA. V +4" NOTES: 1. ACCESS AISLE WIDTH SHALL BE 5' FOR HANDICAP e4WIDE SPACES AND 8' FOR VAN ACCESSIBLE SPACES. 2. SEE SITE PLAN FOR LOCATION AND DIMENSION OF HANDICAP SPACES. DIMENSIONS SHOWN HERE ARE MINIMUMS. 3. TIRE STOPS SHALL BE INSTALLED 2' FROM FACE OF CURB IN EACH HANDICAP SPACE. HITE 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. rNOT 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 "2" HIGH LETTERING MOUNTED i 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), VUSBC (VIRGINIA UNIFORM STATEWIDE BUILDING CODE), WIDE WHITE AND THE CODE OF VIRGINIA SECTION 36-99.11. NTED LINES n in HANDICAP ACCESSIBLE PARKING DETAIL SCALE: NTS (2) 6" CIA CONCRETE FILLED POSTS W/ PLASTIC BOLLARD (YELLOW), 3'-0" HIGH, EMBED 3'-0" MIN. rD O Finished Concrete Slab 4 aaa I r_ '62, O QR aD O a o 4 6x6 q d 8" CMU�LOCK#3 REBAR AT `aO rGROA S06D 24 O.C. �10.0' T 9.67'� 2 DUMPSTER DETAIL 1120 SCALE: NITS jr l / \ �\\\ \ G / IN \ _4 \\ PLANTING \\ AREA n E, 'IN 144 Sf \\ NI \ IN. \• i \ c \ t \ \ \ IN,\\ 20' Public T \ \ � 0 ainage Easement QB 5399 PG 549 PLANTING \ 4 (``` _ AM ,,. . / / AREA 275 SY� mach �_ s-a 4) 1 \\ I \ \J WA • Varies 3000 psi Concrete Depth = 6 inches A' "Od 4 • 'd n n q .'a TREE PROTECTION/SAFETY FENCE STD. & SPEC. 3.01 — VA EROSION AND SEDIMENT CONTROL HANDBOOK (1992) t r;�y ® \` L I I I e44444•IIr••4444144444444E d••.4•✓ PERSPECTIVE VIEW PLASTIC FENCE 13 TREE PROTECTION FENCE DETAIL —20 SCALE: NTS COMPACT EARTH SAUCER 3" MULCH — MIN. DEPTH I FINISHED GRADE /,AX Jr \ 8" MINIMUM DEPTH J Compacted VDOT 21A OF PREPARED SOIL 9" MINIMUM Depth = 4 inches MIXTURE — TAMP TO PREVENT SETTLEMENT 7 SHRUB PLANTING DETAIL —20 SCALE: NITS ; 1 ; t \1 ,, ; ; WP-2 New Asphalt Surface Course VDOT SM-9.5A Depth = 1.5 inches L- Existing U­ New Base Material Subgrade or Compacted VDOT 21A acted P compacted Depth = 6 inches structural fill material. NEW FULL DEPTH PAVEMENT DETAIL SCALE: NTS Saw —cut Exist Pavement 1' from existing curb Mill & Overlay 1.5" VDOT SM-9.5A New subbase to Exist Pavement match existing [New material and depth --New CG-6 SCALE: NTS Subgrade DRIVE PAVEMENT /DIKE. TRAVEL LANE ASPAALT PAVE 1 N... II"z EDGE I ExSNG 1AVEMENI US DETERMINED INFIELD) TACX COAT THE PRCPDSED CONSTRUCTION JOINT EXISTING ASFHNi LAYEflS _ FflOPoSED ASPHALT LAYEflS Ex6nrv0 SUBBASE COMPACTED SLBGVGE CONSTRUCTION JOINT DETAIL REMOVE ® EXISTING PROPOSEDMCIMLM 11/,µT LAYERS TO EXETTINC STITHI AND REPLACE T INCH THICK ASPHALT MWILE COURSE (SEE NOTE 5) FTBPOsa ASRIXi NGEMHG LAYERS MI IMUM 12 NECHES, CORES (SEE NOTE UL V OR GREATER AS SY Tn ABUT THE FULL THICINESS HIT EXISTING ASPHALT LAYERS NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT WOOF PROCEDURES AND BE APPROVED BY THE ENGINEER. 1 SUBSURFACE NDRANSAGGE OFF RTHEPHALT E STIXGAVEMENT WIDENING SHALL AND PROPOSED PAVEMENT SXµLL EExLDDRESSED IN THE TUR AND TYPES OF THE HE PAVEMENT DESIGN LAYERSOF EXISTING PAVEMENT. 3. A MINIMUM CT THREE CORES SHALL BE TAYEN ALONG THE CENTER OF THE MJNSTERT TRAVEL LIME TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACES W MORE THAN 50 FEET APART. 4. THE MJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF II/ He S µD REPLACED WITH AN ASPHALT SURFACE COURSE TO BATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAVED BY 1fE ENGINEER 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACLEPTAbLE PVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. a. EX1571NG PAVEMENT MARKINGS VO MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE AN4ROVAL OF THE ENGINEER, 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPEOFKATIOIS EXCEPT THAT ALL MINTS AT TE-Ix LOCATIONS SHALL BE TESTED USING M C 0 FOOT STRMTEDGE IN ACCORDANCE TX THE ISQOREAENTS OF SECTION 315 OF THE sPECIF&TIgIs. RDAs AND BRIDGE STMOM05 ASPHALT PAVEMENT WIDENING SHEET 1 OF I REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC Bac p2 VIRGINIA DEPARTMENT OF TRANSPORTATION 280 Sight Distance �• z % ss r.�M7 x/ \� .vi Service oua►Y Date of Report \\ &, "'eE Service Authority Hydrant Flow 0/27/2011 _ 2 \ \ � � k �a Sec.;"a""'fil "�� Test Report Wog," en,J \— — / \ H, yrr+,P a Vn .sNV, .W. VA z»11 u01)wT.sT - \Z \ N T-2 r / \\ \ Emergency • '` ] Location Rosewood Village , rt \ Spillway, rsp�Bnm T_2 / Date and Time of Test 10/27/2016 10:47:00 AM Minutes of Flow 3 \ Pipe Size (Inches) 8 % — � _ \\ Pressure Hydrant 70623 \ / _ — — \ \ Static Pressure (psi) 90 / Residual Pressure (psi) 71 Flow Hydrantill 10624 Pilot Pressure #1 (psi) 55 Test Flow 1 1036 Flow Hydrant #2 11133 Pilot Pressure #2 (psi) 39 Test Flow 2 873 Flow Hydrant #3 11217 Pilot Pressure #3 (psi) 69 Test Flow 3 1161 / r\ IT \ / \ \ Total Estimated Flow (gpm) _ 3070 �. 0 ` ` / Estimated Consumption (gal) 9210 Go \ NINE. \ / \ � / \I AWWA Q20 Calculation Iapm) .," 6210 (Value of zero Indicates insufficient pressure drop for calculation) \ \ \ Comments c. \ \ All hydrants were fully open. O CD \ \ 1 \\ \ \ For method of calculating pitot Dow with a diffuser: see eq, 13, Waiski and Lutes article 19901ournal Management and Operations AWWA (D It \ If \ (All tests Conducted using 2.5 discharge outlet unless otherwise specified) \ \ \ 'Is/ Signature of Tester: INI\ \ \ / \ 9 SIGHT DISTANCE DETAIL 40' 0 40 80, 120' 10 HYDRANT FIRE FLOW TEST —20 SCALE: 1"=40' —20 SCALE: NTS SCALE: 1 "=40' FICATION ENENGE But N Finished , Varies Grade w Expansion Joint IN 3000 psi Concrete o \ a Depth = 4 inches z 9 U� .A ,e .,. \\j/\ PV j Q�pF ``��``//``/// \ N /�\//\/\\jj\//\\/ M IN, `\ `\Wt Compacted VDOT 21A to O a Of DeP th = 4 inches o ¢ ¢ m m m U Z 0 W 5 CONCRETE SIDEWALK DETAIL o —20 SCALE: NTS v) w w = p U (FACE OF CURB IiI�;J 5" 1" 24" 1 /2" R ,V]ZrI asCQo 4' Q..4 .,.. * 4 e' ......... w0)•-I 4" #57 STONE (MIN) IB"-IW Q O DEPTH TO MATCH �I Z TIC SUBGRADE �I �y C, 1W e" 2.-0" N O I,..I > CV2 W 17 x a d CONCRETE SHALL BE CLASS A-3Co rzl STANDARD CG-6 C� fx E, .. 9F WF W z FACE OF CURB I —I IZ aa; '0 `QA11 P. 1/2" R ~i W O U Wt nZ H—I ." SURFACE W W A&,`.'�'C. BASE W 4" #57 STONE (M DEPTH TO MATCH SUBGRADE STANDARD CG-2 4" #57 STONE (N DEPTH TO MATCH SUBGRADE SURFACE BASE MODIFIED CG-2 8 CURB AND GUTTER DETAILS —20 SCALE: NTS w Q 0 28" Top Block SETBACK = 1.25" 4.0° Batter An le ( 9 on Wall) Note: Load Condition A Shown (No Backslope - No Surcharge) Move Blocks Forward Handrail During Installtion to Engage Shear Knobs (Typical) Z O H Cl it U (n w Ground Level Z - - III III -III III III -III III III I � I=1 I I III I I H I I� II' �' 1111 111=1 I I III I I I-1 I I III I I I_I � 1=1 I I I I I=1 � I -I � 1=T�-I I I I I I I-1 I I III I I I-1 I I III I I I-1 � I -I � I -I 11=III ' I I III -III III III -III III I I I 111-III=III- W Exposed � I II III -III III III -III III = I_I-1 I_I I_I-1 I_I I. Wall II III -I I I_� Free Draining Backfill to Q a WaII 4' Max - - -III - - I IExtend at Least 12" Behind I=1 11=1 11=1 11=1 11=1 11=1 I I_ QI Height II=III=III=III=III=III=11 all W I I � I I 1=1 11=1 11=1 11=1 11=1 11= 11=1 11=1 11=1 11=1 11=1 I I-1 1I-1I-1I-1I-1I I- = Non -Woven Geotextile - - - - � Ground Level III=III=III=III=III=11 i Fabric (If Specified) II-III=III=III=III=III- d W - - -I11=III=1I I-III-ftt-� 28" Bottom Block LevelinAILI1111T11111 I 11111111111111111111111111111111= a W Pad -I --111- II - -I------ ----III- 1 I -1 I -1 I -1 11=1 I --III-1 I I-1 � 1-1 � 1= --III-I a� Q -111i I=III=III=III=III=III=1I1=1I -I I1=1I1=1I1=1I1=1I1=1I1=1I -_ '' Perforated Sock Drain '= I I-1 I I=1 I I -III -III -III -III -III -I -III-1 =1I L-1I II II II II II I1-1I I- T I- I I -I I I-III=1 11=1 I I _I 11=1 Crushed Stone (As Specified by Engineer) Q W II Leveling Pad — E- H� 1. Wall to be designed by others. See Redi-Rock.com for Detailed J 0 2. Color of wall shall be Buffalo Section Drawings of Each Condition O L:i Brown RC5004 Shown in the Design Charts U F � .RV� W O !y W a S SHEET NO. 11 RETAINING WALL DETAIL k — 2 O 5 -2o SCALE: NTS SHEET 7 of 9 J. JOHNSON 12J6 Redi-Rock"International, LLC XECX D BY APPROVED BY DM4NNOFIIE Typical 28 in Block Gravity Wall.dwg REVISION - ISBUEOATE $BILLS NO SCALE SHEET NO. 1 OF 1 445 440 435 430 425 420 415 S RX 1 EX EX STR-8 STR-8B STR 9 00 O N 00 `� N os un u7 W ....'N Ln N . n "C) O 0) ro O r7 r7 LO 6� m rn O Z U Lo Z� O if7 Ln Q �M NNN N i"') N N C4 InC'4 N lCl M a> 00 N� Ki V)"tN 00 NNE 0) N II 4 4 't011 0) 4Z- 4Z4o+�N CD ZZ O o'tZZZO I Z +j pMl Z I I ZII IO> II <x >» II � II � II o »>o �II V) mEZ ZZ ao N>W.ZZ ZZ > E Z ao> ZZ N>W.Z >> ZZZ - III Exist. Grade ' -----r-7- 1� / Exist. 10" Sanitary 4532 NEW „CL-111 - - - - ---------- @ g2 0 I I --yJ Ly----t.„-RCP ®1.58Ex 0+00 0+50 1 STORM STRUCTURE PROFILE A C-30 HORZ SCALE: 1 =30 VERT SCALE: 1"=5' 1+00 1+50 2+00 445 I 450 440 1 445 435 1 440 430 1 435 425 1 430 420 1 425 415 1 420 STR-8B STR-8B1 O n ro Lq O O 00 MN N o �ri p�O �oi�� ? �z r a~o II Z Z U Finished Grade L.J r7 N W II => z o (n>d. ZZZ j ZZ Exist. Grade ' pPE _ Nevi 2 0+50 2 STORM STRUCTURE PROFILE B C-30 HORZ SCALE: 1 =30 VERT SCALE: 1 "=5' LD-229 Storm Drain Design From Point To Point Catch A (Ac) Runoff Coef. Inc CA Accum CA TotTc (min) Total Int (in/hr) Total Flow (cfs) Up Inv (ft) Down Inv(ft) Pipe Len (ft) Inv (%) Pipe Dia (in) Pipe Cap (cfs) Velocity (fps) Flow Travel Time (min) STR-SA STR-5 0.00 0.00 0.00 0.00 0.00 0.00 5.12(1) 431.95 424.08 120.66 6.52 18.00 28.35 11.54 0.18 STR-5 STR-4 0.00 0.00 0.00 0.00 0.00 0.00 5.12 423.12 421.92 47.05 2.55 18.00 17.37 8.11 0.10 STR-4 STR-1 0.00 0.00 0.00 0.00 0.00 0.00 5.12 421.7S 419.45 61.04 3.77 1 18.00 21.14 9.35 0.12 STR-9 STR-813 4.28 0.80 0.00 0.00 6.10 6.70 21.69 428.91 425.53 45.35 7.45 24.00 63.86 17.41 0.05 STR-8B STR-8 0.00 0.50 0.00 1.12 6.15 6.60 29.06 422.50 421.00 45.72 3.28 24.00 1 42.38 13.72 0.06 STR-8 STR-1 0.14 0.70 0.80 1.64 6.21 6.58 32.43 417.03 415.62 89.51 1.58 30.00 54.04 10.60 1 0.14 STR-8131 STR-8B 0.00 0.00 0.00 0.00 0.00 0.00 7.49(2) 437.50 425.53 226.01 5.30 18.00 25.85 12.00 0.32 STR-8A STR-8 0.62 0.70 0.43 0.43 5.00 6.70 2.91 422.92 422.79 19.41 0.67 30.00 32.97 3.93 0.10 LD-347Hvdraulic Grade Line Calculations Inlet Station Outlet Water Surf Elev (ft) Rise of Outflow Discharge of Outflow Pipe, Length of Outflow Pipe, Friction Slope of Outflow Pipe, Friction Loss Along Outflow Pipe, Hf (ft) Velocity of Flow in Outflow Pipe, Vo Total Head Loss for the Structure, Ht Final Head Loss at Junction, H Inlet Water Rim Elev (ft) STR-4 419.97 18.00 5.12 66.04 3.48 2.30 9.35 1.49 3.79 423.77 429.05 STR-5 423.82 18.00 5.12 51.05 0.41 0.21 4.81 0.60 0.81 424.63 428.15 STR-5A STR-8 425.42 416.98 18.00 30.00 5.12 28.87 125.66 94.51 0.39 1.49 0.50 1.41 4.81 10.58 0.11 0.00 0.60 0.00 426.02 0.00 434.89 427.21 STR-813 422.27 24.00 28.89 49.72 3.01 1.50 13.70 3.23 4.73 427.00 430.32 STR-8131 427.12 18.00 7.49 230.01 0.60 1.39 5.61 0.10 1.49 428.60 439.50 STR-9 427.33 24.00 21.70 49.35 0.85 0.42 7.76 0.19 0.61 427.94 433.49 STORM STRUCTURE CALCULATIONS SCALE: NTS 1 +00 1+50 2+00 450 445 440 435 430 425 420 2+50 445 440 435 430 425 420 EX EX EX STR-1 STR-4 STR-5Ln _ 00 CD LO Of cl� K C� NCD co N^ 00 H CD �+� �� �N7 O �N I 1 0 + Finished Grade N> z oN z zp o z0 Q� II-O - �jm F N>0=Z Z Exist. Grade -' - - - - - ; ____- --- EX�gt• -' 1J-- Exist 47 2.55% I _--'-- - St 61A4 ,- �'Exist. 10" S nitary % 18" RC I L� I 0+00 0+50 3 STORM STRUCTURE PROFILE C C-301 HORZ SCALE: 1"=30' VERT SCALE: 1"=5' 1+00 1+50 2+00 2+50 LD-204 Stormwater Inlet Computations Sag Inlets Only 00 C Y 1W . W W z O. y a a O a J >• v N C O U O O ,n Y U U Q N Yi H CL 0 E U ,+��' L O C X X c6 N U vi C C v t Y p E C ar Y u Y r C m N > W v o. w c m v n v v a1Oi u ,'°, x N z U U¢ z' U vi C Cf Cf o 2 (7 0. (7 H N C7 Cf 0 U 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 (ft) (ac) (in/hr) (cfs) (cfs) (cfs) ('/') ('/') ('/') (ft) (ft) (cfs) (cfs) (ft) (ft) (ft) STR-8A DI-3C 6.00 62 0!00.33E 0.70 0.43 0.43 4.DO 1.74 0.00 1.74 0.02 0.01 0.02 0.08 7.10 0.27 1.00 1.74 0.00 0.20 0.5 0.53 3.55 STR-8 DI-3A 14 0.70 0.10 0.10 4.00 0.39 0.00 0.39 0.02 0.01 0.02 0.08 1.68 0.20 1.00 0.39 0.00 Flume Curb Cut E2S.50 0.80 0.26 ECurb 0.26 4.00 1.06 0.00 1.06 0.02 0.01 0.02 0.08 4.11 0.25 1.00 1.06 0.00 Cut Curb Cut 2.50 0.50 0.80 0.40 0.4 4.00 1.60 0.00 1.60 0.02 0.01 0.02 0.08 5.77 0.28 1.00 1.60 0.00 NOTES: 1. Refer to hydrologic calculations on sheet C-502 for the 10-year routed peak flow of 5.12 CFS from STR-5A. 2. Approved plans for WP0201300071 show the 10-year Post -Development run-off from TMP 61W-2-B-lA is 7.49 CFS. This flowrate was used for STR-8B1. N Z \ O r7 r- S LO O Cn Q M OZ Q Q m m m 0 U Z ?< � C] W U W W U Cl p bi _ U r , V Z a O C\2o ZS�oU 445 0 ~ > I W 0 07 a� > mda W 440 �_ )( ..Fz C3w0o Zaxa W O U W Z 435 0-� z W 430 425 420 w Q 0 z 0 F U In W 0 z W � O I -I 0 F W E­4 �4 Q Q W U) J H O O O w Fa NN� F� I 0 = Q o cn SHEET NO. C-301 SHEET 8 of 9 Traffic Plan: BACKGROUND In September 2004, the Federal Highway Administration (FHWA) published the Final Rule on Work Zone Safety and Mobility, 23 CFR 630 Subpart J. This rule, referred to as Work Zone Safety and Mobility, applies to State and local governments that receive Federal -aid highway funding. Transportation agencies are required to comply with the provisions of the Rule by October 12, 2007. This rule updates and broadens the former regulation, 'Traffic Safety in Highway and Street Work Zones,"to address present and future work zone issues. The policy provisions in the Final Rule on Work Zone Safety and Mobility: • Requires agencies to implement a policy for the systematic consideration and management of work zone impacts on all Federal -aid highway projects. Furthermore, it encourages agencies to implement the policy for non -Federal -aid projects and programs. • Requires the policy to address work zone impacts throughout the various stages of the project Cs development and construction. The agency must consider work zone impacts during project development, management of work zone impacts during construction, and assessment of work zone performance after implementation. The agency must also consider communication with the public before and during the project. • Recognizes the state policy may vary based on the characteristics and expected work zone impacts of individual projects or classes of projects. • Requires transportation management plans. TYPICAL WORK ZONE MANAGEMENT STRATEGIES Various work zone management strategies may be employed to minimize traffic delays, thereby improving mobility as well as traveler and worker safety and completing the construction work in a timely manner while maintaining access for businesses and residents. The following set of strategies is not meant to be allinclusive, but to present a number of suggestions for consideration while developing transportation management plans. A more extensive listing and general information on work zone management strategies may be accessed at the following web sites: http://www.ops.fhwo.dot.gov/wz/rule-guide/sec6.htm#tab62 and http: //www.ops.fhwo.dot.gov/wz/resources/publications/trans-mgmt-plans/trans-mgmt-plans.pdf The strategies are divided into three broad groups which are captioned as: 1) Temporary Traffic Control, 2) Public Information; and 3) Transportation Operations. Each of these groups is further defined by the specific items listed below. • Temporary Traffic Control Strategies: •• Control strategies •• Traffic control devices Project coordination, contracting and innovative construction strategies • •• Public Communication Strategies: •• Public awareness strategies •• Motorist information strategies • •• Transportation Operations Strategies: Demand management strategies •• Corridor/network management strategies •• Work zone management strategies •• Traffic/incident management strategies Implementation of the Transportation Management Plan In order to successfully execute a traffic management plan, responsibilities must be identified and assigned to specific people. TMP Manager The person responsible for the overall implementation of the TMP. The superintendent shall assign a trained person at teh project level who has the primary responsibility and sufficient authority for implementation of the TMP. TMP Monitor The TMP monitor conducts windshield inspections and observations of a work zone to assess the effectiveness of the phasing and staging plans and TMP strategies. They inform the TMP manager when the strategies are not working according to plan. Temporary Traffic Control Strategies Control Strategies The purpose of his project is to redesign a parking lot for a golf course. This project will require constructing a new entrance and removing an old one. The construction will require a Type "A" Transportation Management Plan comprised of Work Beyond a Shoulder and Lane Closure Operations. Active work zone hours shall be 9:00 AM to 4:00 PM. During construction, traffic through the construction zone will be controlled in accordance with the VDOT "Work Area Protection Manual" dated August, 2011, revised April 1, 2015, the construction plans, the VDOT Road and Bridge Standards and Specifications and the "Transportation Management Plan" (TMP) shown on the plans and as necessary to complete the project. The plans call for the Typical Traffic Control (TTC) Figure TTC-1.1 (Work Beyond a Shoulder) from the Virginia Work Area Protection Manual. Traffic Control Devices Traffic control devices are used to regulate, warn or guide road users. They are placed on, over or adjacent to streets, highways, pedestrian facilities and bikeways. The traffic control devices area used to regulate, warn or guide road users. They are placed on, over or adjacent to streets, highways, pedestrian facilities and bikeways. The traffic control devices associated with the standard operations required for this project include signs, channelizing devices and a shadow vehicle. All devices shall be crashworthy and provided in accordance with VDOT standard specifications. The specific devices required for this project include: • Warning signs • Shadow Vehicle • Group 1 or Group 2 Channelizing Devices (Group 2 channelizing devices must be used if left in place anytime workers are not present) Project Coordination The contractor shall maintain access to all off -site private & public entrances during construction. Public Communication Strategies Notifications The project superintendent shall be responsible for notifying the businesses and residences in the surrounding area a minimum of 72 hours prior to beginning any work within the right-of-way. All traffic control devices shall be in place prior to construction activity within the state right of way. VIRGINIA DEPARTMENT OF TRANSPORTATION SUBDIVISION AND SITE CONSTRUCTION PLAN GENERAL NOTES G N I A 1. All materials and construction within the public right of way shall be in accordance with current Virginia Department of Transportation's specifications and standards. 2. Land Use Permits (CE-7P) must be obtained from the Virginia Department of Transportation prior to beginning any construction within the existing state o ,� maintained right of way (including access). _ ¢ M\ Q 3. VDOT is to receive written notification 48 hours prior to commencing with initial construction activities. z az i 4. Prior to any construction, the contractor shall consult the engineer and verify the approval of the plans by all federal, state, and local agencies. o J\\ 5. Preliminary design of the pavement structure for all subdivision streets shall be in accordance with the current edition of the Pavement Design Guide for Subdivision and Secondary Roads in Virginia. P OF 6. The contractor shall verify the elevations of all points of connection or proposed work to existing curbs, sanitary lines, water lines, etc., prior to construction. WW C 7. Upon discovery of soils that are unsuitable for foundations, subgrades, or other roadway construction purposes, the contractor shall immediately contact a geotechnical engineer and VDOT. These areas shall be excavated below plan grade as directed by the geotechnical engineer, backfilled with suitable material, and compacted in accordance with current VDOT specifications. z 8. All storm sewer design and construction to be in accordance with VDOT I & I LD-94 (D) 121.13. C14 3: 9. All storm sewer pipes shall be reinforced tongue and groove concrete pipe in accordance with ASTM-C-76. Pipe within the right-of-way shall be a minimum r- _ CL-III or greater in accordance with current VDOT standards and specifications. _7�, 0 _ 10. If pre -case units are to be used, VDOT shall be notified and the manufacturer shall submit drawing details for review. Certification and VDOT stamp will be L o Cn required on all units. 11. All concrete shall be A3-AE (air entrained 3,000 PSI). o LJ W on co on12. All entrances are to be designed and constructed in accordance with current VDOT standards. Residential lot access shall be provided per the following criteria: z o •• All driveway entrance culverts are to be 15" diameter x 20' long pipe and shall conform to PE-1 private entrance standards unless otherwise directed by the m C/) Resident Engineer. No entrance culverts are to be installed within five (5) feet or a property line. � cr) 0 VDOT standard CG-9D entrances shall be installed in curb and gutter neighborhoods. The sawcutting removal of the standing curb is unacceptable when 7bi _ Typical Traffic Control •• installing an entrance on existing curb and gutter. Contact VDOT for inspection 48 hours prior to entrance installation. o Guidance: 13. The developer is responsible for furnishing and installing stop signs at street intersections. 1. The minimum distance between the sign and the work vehicle should be 1300'-1500' on Limited Access 14. Design changes, specified materials changes and/or field changes from the approved plans need to be resubmitted to VDOT prior to proceeding with the work. A highways, and on all other roadways 500'-800' where the posted speed limit is greater than 45 mph, and letter of explanation shall accompany the revised plans and/or drainage calculations, which must be submitted to VDOT for review and approval by the Resident Z 350'-500' where the posted speed limit is 45 mph or less. Engineer. Options: 15. Contractor shall verify location and elevation of all underground utilities shown on plans in areas of construction prior to starting work. Contact engineer Z 2. The ROAD WORK AHEAD (W20-1) sign may be replaced with other appropriate signs such as the SHOULDER immediately if location or elevations is different from that shown on plan. If there appears to be a conflict, and/or upon discovery of any utility not shown on Z WORK (W21-5) sign. The SHOULDER WORK sign may be used for work adjacent to the shoulder. this plan, call Miss Utility of Central Virginia at 1-800-552-7001. The developer shall be responsible for the relocation of any utility within existing and/or a o 3. The ROAD WORK AHEAD sign may be omitted where the work space is behind a barrier, more than 4 feet behind proposed right-of-way required by the development. t\ o vertical curb (Standard CG-2 and CG-6) on urban roadways, or outside of the clear zone for all other 16. All streetlights shall be located a minimum of 9.5' from the edge of pavement on curb and gutter streets and/or located a minimum of 5.5' behind the ditch a * w rn roadways. For clear zone values see page A-4 of Appendix A. line on open ditch streets. N o 4. For short-term, short duration or mobile operations, all signs and channelizing devices may be eliminated if a 17. Casing sleeves shall be placed at all road crossings for gas, power, telephone, and cable TV service trunk lines. Z ai , oI U vehicle with activated high -intensity amber rotating, flashing, or ascilating lights is used. 18. The installation of sewer, water, and as mains (including service laterals and sleeves shall be completed prior to placement of aggregate base course. �� tQ Standard: 9 ( 9 ) P P P�- w 19. All roadside ditches shown as paved on the Ions are to be paved in accordance with the standard typical section as shown on the Ions. Generally,all ditches � m 5. Vehicle hazard warning signals shall not be used instead of the vehicle's high intensity amber rotating, Flashing, with slopes exceeding 5% or less that 0.75% shall be paved unless otherwise directed by the Resident Engineer. Any additional paving of the ditches, other than > a a I or oscillating lights. Vehicle hazard warning signals can be used to supplement high -intensity amber rotating, those shown on the road plans will be determined prior to acceptance of the roads into the VDOT secondary road system. Q4 tj flashing or oscillating lights. 20. VDOT approval of construction plans does not preclude the right to require additional facilities as deemed necessary to insure positive drainage and the safety of �D x 6. If the work space is in the median of a divided highway, an advance warning sign shall also be placed on the traveling public at the time of final inspection. w F w left side of the directional roadway. 21. VDOT approval of these plans will expire three (3) years from the date of approval. Z CJ w o 22. VDOT shall have performed the required field inspection (proof -roll) prior to placement of the aggregate base course(s). Contact VDOT for subgrade inspection 48 Z a 04 hours prior to scheduling placement of aggregate base course(s). 23. A prime coat seal between the aggregate base and bituminous concrete will be required at a rate of 0.30 gallons per square yard (REC-250 Prime Coat) per W U VDOT standards and specifications. W 24. The scheduling of aggregate base installation and subsequent paving activities shall accommodate forecast weather conditions per Section 315 of The Road and Z Bridge Specifications. a 25. VDOT shall have approved the aggregate base course(s) for depth, template, and performed the required field inspection (proof roll) prior to placement of any surface course(s). Contact VDOT for inspection of the aggregate base course(s) 48 hours prior to application of the surface course(s). W 26. An actual copy of the complete CBR report is to be submitted to VDOT in conjunction with final pavement designs. All pavement design recommendations shall be performed in accordance with the current edition of The Pavement Design Guide for Subdivision and Secondary Roads in Virginia. 27. A geotechnical engineer is to ascertain cause and certify recommended method of repair for all pavement structural failures prior to state acceptance. 28. All vegetation and organic material is to be removed from the right of way limits prior to conditioning f the subgrade. 29. Certification and source of materials are to be submitted to VDOT for all materials and be in accordance with the Road and Bridge Specifications and Road and Bridge Standards. 30. Dry gutter is not allowed in VDOT right of way. 31. The developer will be responsible for the design costs of any traffic signal installation and/or modification under an account receivable with VDOT. 32. The necessity and locations for additional VDOT standard underdrains to be determined at time of subgrade inspection. 33. Approval of a detailed construction sequencing/maintenance of traffic narrative for the work zone is a prerequisite of issuance of a Land Use Permit allowing access to and from construction sites within VDOT maintained right of way. 34. VDOT shall be provided documentation that in -place pavements meet or exceed the approved pavement design thickness prior to state acceptance. Page 6H-54 Typical Traffic Control Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.2) NOTES September2019 Guidance: 1. Sign spacing distance should be 350'--500' where the posted speed limit is 45 mph or less, and 500'-800' where the posted speed limit is greater than 45 mph. 2. Care should be exercised when establishing the limits of the work zone to insure maximum possible sight distance in advance of the flogger station and transition, based on the posted speed limit and at least equal to or greater than the values in Table 6H-3. Generally speaking, motorists should have a clear line of sight from the graphic flagger symbol sign to the flagger. 3. To maintain efficient traffic flow in a flagging operation on a two-lane roadway, the maximum time motorists should be stopped at a flagger station is 8 minutes for high volume roadways (average daily traffic of 500 or more vehicles per day) to a maximum of 12 minutes for low volume roadways (less than 500 vehicles per day). For additional information see Section 6E.07.2 Standard: 4. Portable Temporary Runde Strips (PTRS) shall be used as noted in Section 6F.991 5. Flagging stations shall be located far enough in advance of the work space to permit approaching traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table 611-3 on Page 611-5). 6. All flaggers shall be state certified and have their certification card in their possession when performing flagging duties (see Section 6E.01, Qualifications for Flaggers). 7. Cone spacing shall be based on the posted speed and the values in Table 6114 on Page 611-6.' 8. A shadow vehicle with at least one high intensity amber rotating, flashing, or' oscillating light shall be parked 80'-120' in advance of the first work crew. Lion: 8. A SLOW (W21-V10) sign may b�quired in this area to give advance warning of the operation ahead by slowing approaching traffic prior to reaching the flagger station or queued traffic. Guidance: 9. If the queue of traffic reaches the BE PREPARED TO STOP (W34) sign then the signs, and if used the PTRSI should be readjusted at greater distances. 10. When a highway -rail crossing exists within or upstream of the transition area and it is anticipated that queues resulting from the lane closure might extend through the highway -rail grade crossing, the temporary traffic control zone should be extended so that the transition area precedes the highway -rail crossing (see Figure TTC-56 for additional information on highway -rail crossings). Standard: 11. At night, flagger stations shall be illuminated, except in emergencies (see Section 6E.08). Option: 12. Cones may be eliminated when using_a pilot vehicle operation or when the total roadway width is 20 feet or less. 13. For low -volume situations with short work zones on straight roadways where the flagger is visible to road Standard:' 14. When used', three portable temporary rumble (PTRS) strips shall be installed across the entire travel lane adjacent to the BE PREPARED TO STOP (W34) sign. The portable temporary rumble strips shall be monitored and adjusted as necessary during the work shift to ensure proper placement on the roadway. When the PTRS are installed, the RUMBLE STRIPS AHEAD (W20- V26) sign shall also be utilized. 1: Revision 1- 4/1/2015 2: Revision 2 - 9/1/2019 September 2019 atl3Htl xaoM Page 6H-55 Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.2) o0 �1TM m 9'8 S 'E 'Z S31ON 33S NOIIVIS a30OV13 PTRS SPACING (CENTER TO CENTER) POSTED/STATUTORY SPEED LIMIT S40 MPH 10 FEET 41 - 55 MPH 15 FEET > 55 MPH 20 FEET PTRS SEE NOTE 4 & 1, „ 1: Revision 1- 4/1/2015 2: Revision 2 - 9/1/2019 �o 0 0 0 0 0 G 500 ± BUFFE SEE TABLE 6H. 80' - 120' SHADOW VEHICLE REQUIRED BUFFER SEE TABLE 6H-3 i0' - 100, FLAGGER STATION SEE NOTES 2, 3, 5 & 6 ■ ■ W20-7 E n ARED W3-4 ,trio SEE NOTE 10 W2o-V26 SEE NOTE 15 W20-4 W20-1 w Q 0 z O a- CE U N w L3 F I W Q a C H W d a W 1.4 4-1 Q I� H _ ~ w I- C)LJ ~ o w o_ v7 SHEET NO Csssss401 SHEET 9 of 9