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HomeMy WebLinkAboutSDP201600058 Plan - Revision 2022-06-13�m`c a po -4 SITE �\ Q` �Q5 BP�6 o, 2 VICINITY MAP c-00 SCALE: 1 "= 1000, sDP201600058 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: Cl y�0/,/ 1.318 Acres 4 / , / Oo MAXIMN UM SEACK R T C.3 MINIMUM ` SETBACK � CURVEARC LENGTHRADIUSIDELTA ANGL HORD BEARIN HORD LENGT C1 31.78 25.00 72'50 04 N 71'45 10 E 29.68 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' / / / / TMP 61W-2-B-IA JMC Enterprises, LLC DB 3640-659 \ Zoning: C1 / Use: Office �\ 1 �\ / 69 / 0 .• •0 00000� ►I 1.7 i / / / / / / / O / TMP 61W-2-B-5 / / N/F FMW Partnership \ / Zoning: Cl Use: Commercial 22�56' New YW x Neg6f "g Wo// U.Qe. N t St ... BW.4 0 6' A'tamo6q�0 SYe`ddln9 438�-0661 (B U Ne ..� awl (6u�Y H�qC hom fn9 ece C � Land Use Table 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: Cl-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: 43 SPACES (INCLUDES 3 HANDICAP SPACES) SWM VOLUME CONTROL: PROVIDED BY DETENTION BASIN SWM-1 SWM WATER QUALITY: PROVIDED BY PURCHASE OF NUTRIENT CREDITS FAQ'; o WATER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY �y SANITARY SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY RESERVOIR WATERSHED: THIS PARCEL IS NOT LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED. / ° C SHEETINDEX 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 o 04 CO 2 O Q o Q Q m m m U Z � m cn w w O < (� U 0 Ld S U Z Z O O s 02 hD C\2O0 I� O z M. W r4 CO f�aacora LJ * WFW DW�II Z�WOO �I Z Zaxa Z W U �Z� � C7 Z W z w w z w w w w O H a o 0 0 0 0 0 0 (on �7_ �7_ �7_ �7_ �7_ �7_ �7_ o > O O O O O O O 6=I-1(141 J'd-lLolt0 w Q Z � � W W Z W a � � E__I� > O Ld J O O LU F_ U w ~ H & LLI a_ _ SHEET NO. C-001 SHEET 1 of 9 / Y Al, 4PZ\ �- / \ r Pj 00 c0 Z o 0 0 o a :2 � \\\ / \ / \ 0 a a m m m \ mo N o 0 Fn w 450 1 �' // 0 0 Exist. Gravel (To Be Removed) \\ �� FF+,si \ V\ / P- 0o �o0 Exist. 20' Public Exist. Concrete Pad / \ \ / Drainage Easement / 0 a (To Be Removed) / \ F+s / DB 3384-108 /\ �j x IMP (Portion To Remain) \ Y �CJa V \/ \// \ \\ I /— \ \/ // W 6Portion of Exist. " PVC To Be // I // tee• / / / \ \ I I �I I Removed oaQ�'Ql �\ / • 401 e6 sa o / ^ / / % Exist. Waterline \ I / ' I I R6 of \ / y\ \ , v / I Exist. 20' Public ?> 6� \ / o, (To Be Removed) \ a Drainage Easement °�6 •,00 / �� / / I \I I DB 3384-108 aJ Exist. 20' Public c�^�\`�,/��h ' / /° /� X �-- J , Drainage Easement DB 915-662 I \ \ 60 / e° / / Exist. Pavement // I ❑3 \ F+sf� \\ /} / / d (To Be Removed) / I,< I / Exist. 18" RCP I O Shy b (To Be Removed) I To G6s c / / I �6 h2 y \ MAXI FRON \� // Imo\ // I/ // T��ol�bs ,/ 9 O� Exist. Gas �) SE ACK \ I Exist. 10' Sewer�I Valve \ r \ Easement / \ -5 I DB 425-143 14" \\—------------------- — ' �J Exist. l TBR\ \\ ) Exist. 'FRO \ \ \ I I / \ \ �AINIMU N \ \ \ I ° o 00 AC Exist. Exist. 20" TBR " Exist. 27 TBR I 34 % N 4 \ \� ist. Sidewalk \ Exist. Manhole '+� . o Exist. 400' Sight _ I \ \ and Curb /' " ' (To Be Removed) ° \ Distance Easement \ ° I (To Be Removed) DB 1000-0718 — — — O ------ ---- ° / II / l \ Exist.. I I // benchmark 1: Sidewalk .. \ Corner Drop Inlet ° Elevation = 446.47 \ \ ° / \ �� c° • \ \z z z w w w w w 81� \ I — Sgwcut Line -- \ =— \g \ �° / a- 0 0 0 0 0 0 0 Exist. Sidewa� \ �o — / w z z / \ Mill Y� I Exist.,�id ' and Ov;rla 1 ewaik lost 78• and Curb Remove 49' of OO o Q o 0 0 0 0 0 0 0 (To Be Removed) \ 0 0 0 0 0 0 0 Exis�24" RC� Sawcut 1' from / Cr ed a of gutter / \ — — Exist REE Exist. \ 8„ Sanitary �i / BRIER DR Exist 10» San' I WM \ \ I / ROUTE 866 \ tart' — 428 a Exi T5" R P �' N "1 10 60 PUBLIC R/W i ❑ Benchmar< FGP m W Corner Drop Inlet • a 0 Elevation = 426.79 \ \ --- _ --- -- / l� // ^\ , Exist Pressure W � d ,------—®------ __ — — <"} // Q Hydrant 10623---/ � 'Z 0 � E. O Exist 48 RCP ,'�o \ a o \ \ r-i \ w E� W t ���� // / �- x/ \ � 0 p 4.1 Ld LLI SHEET NO. 20' 0 20' 40' 60' SCALE: 1"=20' SHEET 2 of 9 \ ♦dd = T M N J J r z O \ $ d o \\ / Z (0_ ® / o D o a ii r r r n oz Q a m m m mo (10 ¢ z o w Ld o a o CQ OCOO StartCG-2 \/ \\\ >�aa¢ Upcvr1 x , E. \\�C7W0 R o \\ `\v/ New 6' Wood /' /' ~Zaw Screen Fence C)" ld: SC.eerj� d t0r0\ /' �6• Handicap ® ® V . 9\ Parking // J�� �•D L\ Sign P /L Du w pster S SPq otK O a \ v \'\ IfY BOO New 6' Wood 10' R Screen Fence o + SP N do99S Q� \ @ qCF tee° 4 3 \ 6�• /lea \\ P + + 8k16, 5'R x� MAXIMUM SE ACK + + + + + + + + + + r / + U NM Q a + + + + + + + U \ 0SETACK \ \\SA + + + + + + o Handicap 91 + + + + Parking Sign 1h ,C.hOone/ CC ; o ao FRO e w m O NN oMINI00\ +++®+++++++++ NEW Q N ON M N 30 J� TW 43 e9hthi�9 byo// use, �eW 1 St°r }\�` ® 1 + + + + + + eW 4 80 6' q�t0 S000 + + + + + 1 0 m0bi/e SF °g a' Cn Cn Cn Cn Cn RePoir z Sidewalk CG-12 + +++ 43855 i6 9 Ive h �J Q U Ld Ld Uj Uj Uj Uj Uj W HVq p o��� 8B CG-12 fr°e�ildng P/j// p P �� �`� / a_ o o O O O O O rn New Exisf. .Si � .. o 0 0 0 0 0 0 \ Emergency Storm Water dewalk a New Curb / Spillway Management and Sidewalk \ ® Basin SWM-1 / GiL.E Exist. ' . OZ N r� Ln co co ENBRIER DR WM ROUTE 866 s 60 PUBLIC R so 0 «y Z _ — a Qa \ — Exist Pressure a \ 2❑ — _ Hydrant 10623 W m ro �4 Mill & Overlay \ /// a a Full Depth Pavement 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 � "- a= z•wN z u ` / \ 0 o = O o o a ¢ m M M 0 z 0 0 -450 / TC 45.04101 �\g2 eOt Se 2' Wipedown \ �3 Flush Curb 2' Wipedown P 4 142 1�1\� Drain Pr - o 0 z Y Of o w w = / > \ / / �4 z ^a`\o \ Exist. 20Public / �� W m z o] W Drainage Easement / % � a5mz 7DB 3384-108 ` /// X U � A (Portion To Remain) TC/P 39.40 \ ` v / / * w F w o ao � P 39!20 TC/P 39.10` \/ ` Z d) U / TC 45.02torg9� New 20' Public / / / /T 0 A Drainage Easement / Z P 43.94 \ \ -QB 5399 PG 549 im / W JcV TC t1.3f �° TC 3.43 1 / I I TC 44 8 I Ex - t. 2 ub o' \� TC 41.05 - C 39. IP 39. D ainag Eas h oo a.. , ACSA DB 33 4-10- \ wry`'' � �� S. Fgseme / � I I C 3 50- �� Exist. 20' Public �o ���.c /� / ,�, / T S39g p'o n I �' 8 /, Drainage Easement } o��� /..:< / / \ uj OS49z I I I --> `� DB 915-662 J5 // �k // / / �� 68 TC 41.70 CO I \ I F(o7?+ / ----- -J------/ II / ��� / TC 40.78 I ° I / / TC P 38.27 I \ \ °og q PS TC/P 38.90 60, /•c° / / ° / 386 TC 38.45 // / 3❑ \ \TC 4 . 0 6 4 0 / �: / / p� TC 83 TCI 39. 8 \ TC 38.50 �G Exist. 10' Sewer I / \� \ / \ Exist. Gas �a r \ Easement TO/F \ \ / �� �, 4 Valve \ \ \ \ R� TC 39.65 , \ ` \ \ \ \ I \ DB 425-143 I / I TC/FC 3�e9 ` - - - - 7V �J \ \ \\ \ 215' Concrete Flume ly4fZF 1-0nc86 Wo� be Do oc//ity ete Fl° b ew 1?p , t .. er 60�� \ \ S4 Fo rn book TC 38.35 5A ati ^ac° New 31 pC s°rheryte °kf/ow FL 38.45 9 0 \ cA w \ m_ ° \ N N \ \ \ \ TC 39.4( I 9 4 h'et 1j3 Roo . M N - 00 a \ I I a oX °ip/q New °,/Sa f \ i (Q \ //.�� \ Q N N N N '' ` \ TC 39.50 P T , yei 9 1 h Exist. 400' Sight - " _- \ I I W 43 9ht Hol/ Use, Stor orge Distance Easement \ < I TC 38.20 BW 432 0 6' N Auto/n SOOO O/ ° ..1 Ito Sh/ DB 1000-0718 ^0 6,. 1 . \ O New �i1 FF bile R 9 - WM,1 - -2 9 : TC 38.9 / \\ \ Exist.. Sidewalk .. TC 39.25 j/� j� I Op Sepgr/Wqt°r f,438ePoir �6 TCjp 3 °wn I °tor SS Bq New 8.S cn 0 0 0 v> U) U) HV 86 0 \ z z z z z z z fdiq A0 F9ui Q/ oc` � Z w w w w w w w TC 40.42 T 438Ita Dg S 99 p4Og 6,17tr /l sc e� Q o� C o S4g roipg9e e -Ice Oqr °qOr act / p U o 0 0 0 0 0 0 x m N 1 TC 36.0�L New Fk st..Sid / F \ nt �` 0 0 Z Z z 1 Emer enc Storm Water ewolk 78-, / / ) \ 9 Y \ 5 + o 0 0 0 0 0 0 Spillway Management p Basin SWM-1 1 ._. �S�O 9 // 0 °F \ / 8» , /� GREEI�BRIER D �\ Exist ,o» sa � / - - Sanitary / nitar - - -428 - F- m o / ROUTE 866 R y $ Exi 5" R P Z N M I 60' PUBLIC R/W ❑ ❑ Q_n `- ------ -- ----/ y / Exist Pressure H ------ -®-- __ - _ �} Hydrant 10623--_/ F [� - -- o ® Fk 6„ / \ Q 48RCP / \ a Z w Q ~ UTILITY NOTES: 1. EXISTING 5/8" WATER METER TO BE REPLACED WITH 1" WATER METER. \ \ / / \ \ \ \ \ ` \ \ Fk'st — — / , o ~ 2. CONTRACTOR SHALL CONFIRM IF THE EXISTING 5/8" SETTER CAN BE \ \ / // \ \ \ \ A8» Rc \ _ �/ \ ` \ `, / / 0 _� \ \ \ \ \ 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-202 SCALE: 1 "=20' SHEET 4 of 9 i 0 County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) / / I 1. The following items shall be shown on the plan: — — — — — — T.0\ / ® eas to be saved; ® limits of clearing (outside dripline of bees zo t,e aaverl); \ / ® Location and typo of protective fencing; \ ❑ Gradc changes requiring tree wells or walls; / ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. © Markings: trees to be saved shell be marked with print or nbbon at a height clearly visible to equipment operator:. No grading shall begin until the tree maridng has been inspected and approved by a County Inspector. v \ / \ 3. )Pro-Constraction Conference: / \ ® Tree preservation and protection measures shall be reviewed with the contractor on site. \ 4. Equipment Operation and Storaee: / ) Gl7 Heavy equipment, vehiculartraffic and storage of construction materials including soil shall not be pemvtted within the driplines of trees to be saved. 5. Spry Erosion and Stormwaber Detention Devices• � Z® io �o • r, R 00 ca z N n D Cf)� o 0 < :2 t- Q i m m m 0 U m rn LLI LLj O 0 U o i/-) w Ld ® Such devices shall not adversely affect trees to be saved. 6. byres: ® Fires are notpetmittedwithin 100feet ofthe dripline oftrees tobesaved. TREE CANOPY 7. Tonic 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 o ❑ Trees to be retained within 40 fact of a proposed building or grading activity shall be protected by fencing. / \ / STREET FRONTAGE ....................................... 513 LF C\2 o ® Feacmg shall be in 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) N 0 0 9. Tree Wells: \ / \ \ / d ❑ 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 ,5-, W 9 submitted for approval- \ \ / / PLANTING SPACE REQUIRED 5% OF PAVED PARKING AND TRAVELWAY AREA 24,720 SF *0.05 = 1,236 SF a' W a w m 10. Tree walls: \ \ / / // \ \ \ \ / / PLANT SPACE PROVIDED .................... 560(#1)+160(#2)+224(#3)+275(#4)+275(#5)+144 (#6)+77(#7) = 1,715 SF U >U q ❑ When the ground level mush within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail PARKING AREA \ / rn d submitted for approval. \ / y / NUMBER OF PARKING SPACES ................ 46 w H w 11. Trenching and 7uanne0na: / \ / / \ \ TREES REQUIRED (1/10) .......... 46/10 = 5 C7 w zo ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling / \ / / \ \ TRESS PROVIDED .................................... 12 r-i Z fX px under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. / \ 450 / / Z LANDSCAPE NOTES: W 0 0 12. Cleanup: 1. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the It 0 Protective fencing shall be the last items removed during the final cleanup. /�+��� —� I \ / / \\ / topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall 4 Z health of the plant. 13. 53Ramaeod Damaged / // / \�� \ / \� / 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, fertilisation or other methods recommended by abeespecialist / \� �4g6 �/ / Z NOJIT IS THE ER'S NSIBILIT Y CONFER WITH THE CONTRACTOR ON TREE. CONSERVATION / `� \`� / W QLs / / 1 LANDSCAPING SCHEDULE T-4 \\ // �\ -20 SCALE: NTS / // � PLANTING AREA \ \ SIGN TE) Z / /// �`` 44 SF CONTRACT PURCHASER SIGNATURE L�AJ"� 5f1106Page ldl i \ / \ \/ New 6' PVC Drain /rje s - I \ / tor° \\ New 20' Public / T / \ � Drainage Easement / :.I > \ �\ QB 5399 PG 549 / PLANTING I �. II \ \\ /// • N AREA #5 Ld Ne 275 SFS' I \ mN AN NG / \� e (4 cCSq ARE 47, \ 0 S39gpde)eryie_,, PI)AN I �� e�78, \ / 1x / 77 S / \ GS4g/ I AEA{ #4 T-4F�° ��• Tree Protection Fencing // V) V) U) U) U) V) V) I\ \ I\ / \\ S / z w w w w w w w �tK \\\� AREPLAA I I reO o 0 0 0 0 0 0 I \ — 224 SF eF'sf� \ \ 4 '. S-1 ( / ci 40 I F+s \ PLA/� \ ShrG6W N/ G (2) \ To �ehhr`'6 / o j j ? Z Z Z Z \ T-2 I \ \ \\\ //jam 5 SF -4 I •� \;.. \ \ oi��JS / O O o 0 0 0 0 T-2 \ \\ \ y� �'1T-5 \ tectil�\ Fen n ` ��xist. 14 C_ T 2 \ AREATIN� I I N FOcilit New ,. voter / \ � � T-2 ♦ `3+\ D 160 SF I I 5A "o� "arc ' e �R3j pC /�3 apt bockf owl Ro II T-3 %I TW gNeight rryg Use, dew / Stor drsQhor9 �roirys \ / \\ ® E ` T- S-� 7) k BW 432 G ` B N Autoh S00 Seuildi— \ G ew Oil ."�11bi/e R ryg SePor for°ter F 438SS it (6 BOA) New NV �_ 8B c° \ 4" C (Buildi 4C F / c ♦ Z T-2 S nita T T pa S 20, Fu fr0iry Fryg will ScrP. 0 Q ' • / �° W Q / \ \ / �� 3g9 p b/rc Gr trOnce, reap I / \ G S4g airy0ge e, Corridor °seryyd---432-- i \ \. New \ T-2ryt 1 Emergency Storm Water U� ~% .. Spillway Management T-2 �+' r4 Basin SWM-1 S 4 / C a its of Disturbance ° \ / rA y 0.' o � Q w / -i P' 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 panicum rigidulum 45 Planted 6' OC N/A N/A S-3 Wild Hydrangea hydrangea 40 Planted COC 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' In In In In In SCALE: 1"=20' 1 SHEET 5 of 9 Schedule Symbol ❑ Label Quantity 1 manufacturer NLS Lighting LLC Catalog Notation NV-1-T3-61L-J-30K-UNV- HISS mounted on a NLS Description NV SERIES WITH T3 OPTICS, BLACKK-HSS.IES HOUSE SIDE SHIELD losprip LED Number tournp. I Filename NV-1-T3-69L-]- 30 Luddrounds Per Lamp .117 Light Loss F shelter 1 Wattage 136 SSSP 15 45 7G913C SGL D BRZ 3430 POLE ❑ I NIS Lighting, LLC NV-I-T3.48L-1-3OK-UNV MOUNTED ON A KIDS SSSP T3 silicone clothes LED 1 NV-1-T3-48L-I- 30K.IES 177M 1 156 H 15 45 7G 90C SGL BRZ D 3430 POLE ❑ 2 NLS Lighting, DEC NV-1-T3-48L.I.3OK-UNV T3 silicone optics LED 1 NV-1-T348L-1- 177N 1 312 H 2 MOUNTED ON A NLS SSSP 30K.IES ❑' 15 4S ]G 9SC D-180 BRZ 3430 POLE ❑ NLS Lighting, DEC NV-1-T3-481-1-3OK-UNV T3 Silicone Optics LED 1 NV-1-1-348L-1- 17780 1 156 MOUNTED ON A Nl5 SSSP 30K.IES 15 as 7G 961C D-180 BRZ 3430 POLE NL5 Lighting, LLC NV-1-T3-48L-1-30K-UNV T3 sh6cone clothes LED 1 NV-1-1-348L-1- 17780 1 356 MOUNTED ON A NLS SSSP 30K.IES 15 45 713 98C D-180 BRZ 3430 POLE Luminaire Locations No. Label ©M MH 11 Tilt 1 11 ©© 11 1 11 ©® 11 1 11 -® 11 1 11 ©® 11 1 11 -® 11 1 11 -® 11 1 11 NLS NV SERIES '.1°y, LIGHTING °-gym' f 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 0 • 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 Allow, NV2rBthDPS6 electronics compartment • One-piece Optics Plate' mounting silicone Micro Optics • Two-piece silicone Micro Optic system ensures IP-67 LISTINGS level seal around each PCB Certified to UL 1598 UL 8750 • Grade 2 Clear Anodized Optics Plate' standard CSA C22.2 No. 250.0 FINISH DesignLights Consorbumi (DID) a e 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 31-2010 WARRANTY<<, o';. ®s@ uslikE y Five year limited warranty for drivers and LEDs UShp WOO LED WATTAGE CNART 160 mllllamps taw - - - - WOmilllampa taw - - - - - 7"gralIlampe St 71. 1e4w 136w idlers 200w 243e 265w real atlulim a 56W 106W 155w 205w 263w 31fiw abase 409e NV-1 Nal Project Name: Type: V T3 y 7 unl/ Light Dist No LED, Millininn, Psi Mounting 2 Car of K,l,in Visit, NV Type 2 NV-1 350 . 3000K 120-277 Direct Pole Color Bronze Option, Bird Defoliant(Bo) Size 1 (T2) 16 (/6L) [ (3fi) : (301 (UNV) For my I I Shge f] PD (BRZ) Marine Grade Finish (MGF) 32 (32L) N 3' (OP53) White Optic,Plate Pence to Match Flxwre (DPP) Type 3 4000K 347.4EC 40 (41 L) Fa, NV -I' 09f T90 T2o 00 ( n Mounting Painted 10 Match Flx'ure (MP) NV (T3) 530 (40K) (Hi (53) T (DPW) Nema 7-Pin Receptacle (PET) size c 64(64L) Frig, 215ngla D180 Silver Photocell. Racepacle Ui (III Type 4 : •N"%; arty : 5COOK 6(DP56) (SVR) i geceptadEt'Shornn9 Cap (PER) (T4) N I 2 (501 j 70C : 80 (BDL) l � Fn fn 1-090 Too nvO OD -�' 11 (Dfa l) Black : i (BLK) FSP-2'1 with M000 (uNV voltage. (FSPQO) N' 20 Heights Type i 9fi(96L) (7) �. (T5) l i 1-f> Kduakle Mount (KM) . (F8P 40) m' 40 Heights 112 (112L) : 128(128L); 10b' 'off 4-r_Ser, pQrm(SA) Graphite (GPH) Surge Protector (lOR) Nema2 (1) �q' Well MPun[(WM) 4 Duck Mount Bracket(QMB) : 24'riarr v+ T Beam ° �Irtmnnipn Mount (TM) Retro(t Mount Bracket(RQMB) (N2) i „I Kt dM(niah is etainleaaared (OR Round Pole Adaptor 3' 4- Pole (RPAI) Round Pole Adapter 5"5'PUe(RPAS) •NVI odyy C b p pled to match fixture Custom : Rotated 01 Left(ROL) I H-t I- I. Terns Arm (TA) .-. (CS) Rotated Card, Pu Right ( ROR ) -. Lj4 Se a tp ye.UtA p fg al0ns I}}'§.`r House S Be Shield (HSS) proph FbIE Plcea4RAP(Ir/gNl'Ae., pJN4 'M r�5.': •HSS not applicable with N2-NEMA2d'Opacs •NSS (N3) y'r of R%45T not applicable with N3-NEM430'Opfica 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 0 • Exceeds IES foot candle levels utilizing the least number of poles and fixtures per project - a 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 OIL 1598 level seal around each PCB ILL 8750 • Grade 2 Clear Anodized Optics Plate standard CSA C22.2 No. 250.0 FINISH • Desl ntu hts Consortium(DEC)9 9 ( • 3-5 mils electrostatic powder coat 1 • DesignLights Consortium Premium DLCP ( ) • NLS' standard high -quality finishes prevent corrosion .IP IP65/ IP67 Rated - - protects against and extreme environmental conditions • Vibration Rated per ANS - WARRANTY %--;, ®D �L us Five-year limited warranty for drivers and LEDs o LISTED LED WATTAGE CHART 350 madames life - - - - - - - 530mllllamPs taw - - - - - ]00mllllado, Was 71w 104w 135w _ teas, 200e 243w 265w Project Name: Type: l.J v ao tint, .00hs 1 h e i G USA NV rye---2 NV 1 i 350 3000K i 12027' Direct Pole Bronze Rm Size1 (TZ) 16(11 [ (36) : (301 i (UNV) F^rfl 1-RmglP man (BRZ) (MGF) (NV-1) - a2 (32L) 'rvv I r 3" (DOSS) -:c - (0PP) Type 3 48 : 4000K 347 460 F r 4W1L D90 T9L. T120 no : (WHT) : t ng Pa t d tto Mat ., F (MP) (ITS) (401Q (HV) 7•(OPS7) , Rer,sJ..(PET) 5 ze2 64 (64L)' [ (50 ? r(N �i nzpc_Q1Hp. F2r 5t: r (PCR) (NV-2) ? TYpe4 :'N - ': SOOOK 6'(oP56) Si (PER) (T4) NV-2 : (51 For fFV 2)' 090 T90 T1IQ. 0D Type F : 80 (80L) 700 (7) II -(DPSt I) Black BLK ( ) - (FSP-20)•9 20 Heights _ (INS)[ 96 (96L) Knuckle Mount (KM) (FSP-4o) m'-40'Heighn 112 (112L) : 128 (128L) i 1053 ° 3.veep Arm (SA) ? Graphite ; (GPH) : Surge Procetch n OR) Nema 2 (1) wail Blount (WM) Quick Mcun[ Bracket (OMB) . N _ Ret o, t Mount B'dcke' (RQMB) Bizr, Trunnion Vlount (Till (GNP) Round Pda Adaptor 3" 4 rule (RPA4) (11,12) `NV IOnly 'Standard fichuhhe stainless steel Can be painted to match fixture [ - Round is, Adapter 5"_ 6' Pole (RPAS) ; Custom Po aced Op: c Left (ROL) eons Arm (TA) (CS) Roeftud Opt c Bight (ROR) Nema3 10 Narrw, A Houaesde Shield(HSS) Beam ,sa., `Nab not applicable with N2-NEMA24-Optics INS) r r?1] 'H35 not applicable with N3-NEMA30-Optics NOTES: 1. All Out �,,rmTng s ra r cons sc 7rVv nTtnmccv�nctc rca. 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. SQUARE STRAIGHT STEEL POLE 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. 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 HAND HOLE COVER AND POLE CAP All poles come with removable polymer pole cap Installed All poles caps are black finish, P P Y P P P p 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. j s II, s L ALL r _r 1F I r3T] �3 '1 r rz I- �jt�L�,,,�• J U J. u T ti Project Name: Type: .�.� 17 ) Fi _;00 Square 10' (10) 4" Square ir .120 in (10 20) Single Bronze 3/4' x 30" GFI Kit Straight 12'(12) (4S) (11G) 8a'4_10 re'! (SGL) (BRZ) (3430) BdFb steel Pole i �. Bolt Circle : GFI Provision only (SSSP). :. 14 (14) 5"Square .180 in : (9BC) : Double White 1"x 36" IPROV) : 16 (16) (5S) (713) : (D-90) : (WHT) y (136) calvanlzed : la' (18) -. .. ....... (D-180) Silver o (GLV) 20' (20) : 6' Square (SVR ) p a Anti Corrosion (55) : (22-36) Trifle : il IACP) 22' (22) 11 / -14' EpIll Green 24' (24) Bolt Circle (G RN) _ ❑°i] Tenon 25' (25) (12BC) Quad Hunter Green a 2sa RoundpOR) 26' (26) (QD) (Et 3-Round Ens) .. 345 Rounditeri za' (zq (39) Black i 4v: Round(T412R) 30 (30) 15 In (BLK) 3%'Square (Taus) Bolt Circle 4 %'square Usual : 35'(35) (15RC) Graphite 5%'Square (T6125) . (GPH) . Grey (GRV) : Custom - (CS) POLES + BASES 111, id FL 5'-6" 382ECO5000WS OIL WATER SEPARATOR mat ripe and Sampling Tee p by Other.Flow Diffuser Baffle Oil Retaining Baffle Los 10 Has Baffles ovuemptling TPipa eeiai h sa by Others 5'-0" NOTE: 1. Oil/Water separator as manufactured by Old Castle Precast or approved equal. 001deastlePPw"I a Dhill Slicank Phone 654531 Lepanoad, Tendreaee 37090 Fax 453-6080 OIL/WATER SEPARATOR DETAIL SCALE: NTS 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 —20 SCALE: NITS 445 440 435 430 425 A B � o DD ooM�a to P` m� Adjust top and Les o� 11) ao 0 II II Z o � ft N cone of manhole II 0 Z o En � II o+va�� � as required to Final Grade o� ao a _ _ $ o meet finished a_ u V))la lti Z? grade. o _ — — — — — — — New Waterline II Exist. Grade — II New 4" lateral 4.03% tort' — J _ — — Exist• 105.40 0+00 rJ_"s,, SANITARY PROFILE —20 HORZ SCALE: 1" = 20' VERT SCALE: 1" = 5' 0+50 1+00 7 A J N O 5a LD Z O O Q M o a Q m m m U DO N W W O Z U W 0 O n Ell I' Ip = U Z O Z �aC\2 eiR s CV pa W CO Q >U_DO Z 4 6 � �D d ICI saeJI� W a O Z Z axa. I� C � U W z_ (� W W I NI m C,4 M Z Z Z Z Z Z Z Z H a o 0 0 0 0 0 0 w z z z z z z z O O O O O O O U U U U U U U O Z — N I'7 -ch Li7 LO LO EiiiiiiI 445 W is yy H 440 a 435 ^a x w J O 430 ~ O w _J_ Ed U B—DEd ~ O H w 425 SHEET NO. C-204 SHEET 6 of 9 I1 I 1 1 1 1 I I ` I -I y. sue. ,YID 1 WOOD FENCE DETAIL —.. SCALE: NTS PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED. RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS. AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL FALLING ROPES. REMOVE BURLAP OR WARE BASKET FROM TOP Pa 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 1 WES NOT SHIFT 12 TREE PLANTING DETAIL —20 SCALE: NITS Ticket shall face away 12 TYP r rom storage area and iWM-1 RESERVED PARKING x6 Wood Picket 18" x4 rail 6" pCCEVAN 59BLE CORNER RADIUS T IS 1.5" (TYP) TY 14 R 4x4 wood post LIN-A 12OERK ;oncrete footing 0"diameter 14" depth 4" WIDE WHITE PAINTED LINES \ SPACED 2' ON CENTER \ 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 3-2`XZ' HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 6 ZX2" HARDWOOD STAKE, 2'U' MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 1e" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2J' MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4E" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2' HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE FOOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6-SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOWRELEASE GRANULAR FERTILIZER V COMPOST LAYER ,E X HO PERFORATED CORRUGATED PLASTIC PIPE, CAP FLUSH WITH MULCH PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL I" DIA. V +4" NOTES: �� 1. ACCESS AISLE WIDTH SHALL BE 5' FOR HANDICAP loll} SPACES AND 8' FOR VAN ACCESSIBLE SPACES. 8„ 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. 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. FNOT 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 IT 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 In Iin HANDICAP ACCESSIBLE PARKING DETAIL SCALE: NTS (2) 6" DIA CONCRETE FILLED POSTS W/ PLASTIC BOLLARD (YELLOW), 3'-0" HIGH, EMBED 3'-0" MIN. QcJ O M Finished Concrete Slab 4 1 I I� d i+yl O DD a0' O 4 m6x6 Q d 8" CMU`BLOCK `dO GROG S06D 24 O.C. �10.0' T 9.67'� 2 DUMPSTER DETAIL —20 SCALE: TITS 1 i \ l / \IN \ / c / O \`\ PLANTING-4 `\ AREA n it \\ 144 Sir `\ \ `\ i \ \ NN, IN OF- ew 20' Public T \ \ Drainage Easement .QB 5399 PG 549 ` AM ,y7/JS�'PLANTING SF cs� •y Flip /�` //i 1T 111 / I Ili I\ / � \��l� ��\ � • � ��) NMIY Varies C 3000 psi Concrete Depth = 6 inches n G.. . ed ♦ . '♦ ... ' a e .. .�� da ♦ S. .. .. . '? A. TREE PROTECTION/SAFETY FENCE STD. & SPEC. 3.01 — VA EROSION AND SEDIMENT CONTROL HANDBOOK (1992) A. 1► A b 7 ...E;.•••••.•e•••••••.W.•.•. W44444•d•4444144444444E d••.4•✓ PERSPECTIVE VIEW PLASTIC FENCE 13 TREE PROTECTION FENCE DETAIL —20 SCALE: NITS COMPACT EARTH SAUCER PRO 3" MULCH — MIN. DEPTH F11FINISHED GRADE I 11, 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 WP-z New Asphalt Surface Course VDOT SM-9.5A Depth = 1.5 inches L- Existing U— 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 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 ADJACENT TRAVEL LADE ASPHALT PAVEMENT NLENp w " EDGE or EXISINO PAVEMENT UPS DETERMINED IN ELDI TACK GOAT THE PROPOSED CONSTRUCTION JDIM EXISTING ASPHALT LAYERS FRDPoSED ASPxfli LAYERS _ EXISTING SUBBASE PROPOSED sLBBASE CONFACTE.- sLBCJieDE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ISPH T7 LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 11/, INCH THICK ASPHALT 9JMICE COURSE (SEE NOTE 5) " MI IMUMDET12 N INCHES, R GREATER (SEE NAS OTE 31�Y TO MOT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS NOTES: L ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT YOOT PROCEDURES AND SE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET On EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT, SUBSURFACE DRAINAGE OF THE EXISTING AMID PROPOSED PAVEMENT SHALL BE tOpE55ED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THEE CORES SHALL BE TAYEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE µD THICKNESS OF EXETING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF I M INCHES NO REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COHSE. UNLESS NAMED BY 1fE Full 5. THE ENGINEER MAY REQUIRE THE MILLED DEPTH OF TALE EXISTING PAVEMENT TO BE A0.VSTEp TO ACHHEVE NU ACCEPTABLE PAVEMENT CRD55-SLOPE AND EFFECTIVE SURFACE DRAINAGE. E. IM111HO PAVEMENT MMAKIHIS AND MAKERS WITHIN THIS PROJECT LIMITS SHALL SO RESTgED SUBJECT TO THE mrm OVAL C£ THE ENGNEER. ). FINAL 7PAR VERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REWPEI.ENTS CE SECTION OUT OF THE SPECEICA IONS EXCEPT THAT NL MINTS A AT TIE -Ix LOCATIONS SHALL BE TESTED USING E FOOT STRNpTEDGE IN ACCCWµCE WITH THE IEQIREMEMTS OF SECTION 315 OF THE SPECIFICATIONS. ROAD AMID BRDGE STANDARDS ASPHALT PAVEMENT WIDENING SHEET 1 OF RVISION DATE FOR WIDENING SUBJECT TO TRAFFIC b3.Dl VIRGINIA DEPARTMENT OF TRANSPORTATION n N� 2 a -� / Albemarle County Date of Report ` 280 Sight Distance ® ss �M !, '"�4c e o / > Service Authority Hydrant Flow 10/27) \\ \ ham, _y \ r 099M �'F"bHe,egMW C \ `.-:rvn9�C«rwvine �� Report �"yaNy HbV OWmnvw:. vA z»u N:W on+v ,Test ` � \ � � Emergency • r_z �'' / ] Location Rosewood Village \ \ / Spillway m 6 BaWn -1 s� ♦ L j11 A,/ / <\ Date and Time of Test 10/27/2015 10:47:00 AM — ni:/ S_ M . { `\\ Minutes of Flow 3 Pipe Size QnCtigo 8 \ w_ Pressure Hydrant 10623 _ \ Static Pressure (psi) 90 Residual Pressure (psi) 71 Flow Hydrant #1 10624 fill Pressure #1(psi) 55 Test Flow 1 1036 Flow Hydrant #2 31133 'Pitot Pressure #2 (psi) 39 'rest Flow 2 873 INN Flaw Hydrant #3 11217 IPitot Pressure #3 (psi) 69 Test Flow 3 1161 \ ?�' �, Total Estimated Flow (gpm) \ ,3070 r I-+ \ i / Estimated Consumption (gal) '.9210 R�+ H"1 / / \ i _ AWWA Q20 Calculation(gpm) 6210 \ \ (Value of zero Indicates insufficient pressure drop for calculation) ` � \ Comments ,.. \ N`-N All hydrants were fully open. O (D \ 1 For method of calculating pitot flaw with a diffuser see AC. 13, Wa1ski and Lutes article 1990 Journal Management and Operations AWWA T�4 I� � \ /ram ` (All tests conducted using 2.5 discharge Outlet unless otherwise specified) ` Y \ N 1 � ELLEL Signature of Tester. rr IN,\ \ \ / 9 SIGHT DISTANCE DETAIL 40' 0 40 80, 120' 10 HYDRANT FIRE FLOW TEST —20 SCALE: 1"=40' —20 SCALE: NTS SCALE: 1 "=40' PICATXN ERNGE 315 l��NIA t �b' Finished /, Varies Grade Expansion Joint 3000 psi ConcreteNIZ, z Depth = 4 inches Q = z\ 2 A. �yo oN N O \ \ IN, _ Compacted VDOT 21A rn Depth = 4 inches O a ~ oZ ¢ ¢ m m m 00 CZ)O Z 0 � 5 CONCRETE SIDEWALK DETAIL o 1SCALE: NTS v w w = p U APPA (FACE OFICURB Ii1�;J 5" 1" 24" 1 /2" R c: l CQo 4" #57 STONE (MIN) ,I IB"—I Cj Cq O DEPTH TO MATCH �I Z TIC SUBGRADE �I �y C, W 2' all 17 xad,< CONCRETE SHALL BE CLASS A-3 04 U � Do STANDARD CG-6 C� fx FR .. 9F WF,WW 0 z IfFACE OF CURB 1/2" R ~i W O L) n Hti ." SURFACE W 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: NITS w H ^ C 00 QT N 03 7 N N N N N cV 7 N h N co co co co co Z Z Z Z Z 0 O 0 0 W 0 W 0 0 0 O 28" Top Block SETBACK = 1.25" 4.0Batter Angle on Wall (P 9 ) Note: Load Condition A Shown (No Backslope - No Surcharge) Move Blocks Forward Handrail During Installtion to Engage Shear Knobs (Typical) (n w Z > O Z 0 Z 0 Z 0 Z 0 Z 0 Z 0 Ground Level Z — N r) Ql- LO to to I_I-1 — — III=1 III III=1 III III III III III III I� I III III —III III III ITI III III III=1 I I III I I H I I� II' E--- I I III=1 I I III III=1 I I III III —III III I I I=1 I I 111= III III —III III III —III III III III=1 I I III I � I—n 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 l l i l l l=III— III III —III III III —III III ( I I 1(— W Exposed I I IIII—III— II III=III III III=III III = I I III —III III III —III I I I.I. Wall III= Free Draining Backfill to Q a WaII 4' Max II"' II —II Extend at Least 12" Behind III=1 III III=1 I_ Q Height III III —III III III=III=11 WaII W III I � I —I � I —III —III —III —III- I I—III—III—III—III—III=1 1I-1I-1I-1I-1I I- = Non -Woven Geotextile � Ground Level _ = IIIIII=III=III=III=11 i Fabric (If Specified) I I —I � I —III —III —III —III— Q W — — —I11=III=1I I—III—ftt—� 28" Bottom Block Levelingllllllllllllllll 11111111111111111111111111111111- a W Pad-1I=1I1=1I —I------ ----III= I1=1I1=1I1=1I1=1I1=1I --III—I a Q -111i IIII=III=III=III=III=III=1I1=1I —I I1=1I1=1I1=1I1=1I1=1I1=1I =_ '' Perforated Sock Drain -1—III III III=1 I I=1-1 —III IIIIIIIIIIIIIIIIIillllllllll-III—TI 1=III—III—I 1=1 _I 1=1 Crushed Stone (As Specified by Engineer) Q W Leveling Pad E E— H� 1. Wall to be designed by others. See Redi-Rock.com for Detailed J � 2. Color of wall shall be Buffalo Section Drawings of Each Condition � O Ld Brown RC5004 Shown in the Design Charts U F Ruv.N In 7 W O !y W a- S SHEET NO. 11 RETAINING WALL DETAIL k — 2 O 5 -2o SCALE: TITS SHEET 7 of 9 J.N +y 6 Redi-Rock"International, LLC HECX MED D BY MPROVED BY DM4NNORIE Typical 28 in Block Gravity Wall.dwg REVISION - ISBUEOATE $BILLS NO SCALE $XEET NO. 1 OF 1 445 440 435 430 425 420 415 S RX 1 EX EX STR 8 STR-8B STR 9 as O � 00 N `� N as un u7 W .... N Ln N "C) 6� m O rn ro O r7 r7 LqLn O Z U LO Z� O if7 Q �MNNN N Mun N N N� 1nN l l L<7 L<7 N m O a0 N� �'`�M�N 00 NNIt O N +�N rn l � � � � = C5 It 0) � It 't O ICI j Z Z O ooN 11 It Z 11 Z 11 � +:2n Z O 11 Z 11 � +pM l Z It O 11 Z 11 Z O II x II I II --- I II �o�>>> V) MEEZ ZZ ao�»» (A>W.ZZ �o�>>> ZZ V)>W.Z ao�> ZZ N>W.Z >>> ZZZ - III Exist. Grade s r l�gRl ' �55 __-- P1pe -----r-7- 1� / Exist. 10" Sanitary 45.72 NEW CL-W „ - - - - - - - ---- ---------- II @ 32 0 I 1 --yJ Ly----t. Exis89.51'-3 „-RCP ®1.58% 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 r`7 Lq O O 00 1 rv�N N o No�� Lq ++mn I I nzo r7 n 1 aO 11 ZZ0 Finished Grade NL..In II W II � z O (n> d. Z Z Z r j= Of Z Z Exist. Grade ' pPE _ 41 Nevi 2 0+50 fl 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 1 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-813 STR-8 0.00 0.50 0.00 1.12 6.15 6.60 29.06 422.50 1 421.00 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 0.14 STR-8131 STR-813 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-881 427.12 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: NITS 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-5A STR-1 STR-4 STR-5 _ o o N Ln r W M K � It co � NCD N ^00 CDH p� �� �N7 r- �N 1 1 0 ++� N u +M N u � +M"111 Finished Grade N > Z o N z z p o 11 � z 110 Q II - O - �jm Z ZZ N>�ZZ V) Z Exist. Grade -' ii% Ne�RG6�2%1� � - - - - - --- '� / $ I I �52% Exist 47- 2.55% St 61.04 18" RCP �-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 m Y �W . W W Z Q. W a a O a J >• v W C 0 U 0 O ,n X a+ U U Q W L 0 C NT X J c6 W U vi C C yi H v t p U E C W Y Y C W > W M Cu o. c m v n v v Y a1Oi C u u r m '*'' ,'°, w x N z U U¢ z' U vi C Cf Cf o (7 a Q H N 0 C7 C f 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 0.62 0.70 0.43 0.43 4.00 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 2.50 0.14 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 2.50 0.33 0.80 0.26 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 Curb 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-1A is 7.49 CFS. This flowrate was used for STR-8B1. YiPo jkO %G t11 A 0 LJ g w z Z G U\ J 1 Z 04 O O O = 04 Cn O an O Q M 0 m m m Q Q 0 U Z C] ?< W W � U U bi p U r , V Z a O C\2o 445 ~ > 1 W 07 >a� >C0 mda Cl) 440 �_ C3 r4 o W O U W Z 435 0� z W 430 425 420 V) Cn Cn V) V) V) V) z Z z z z z z w W W W W W W z U :2 :2 :2 :2 :2 :2 ME :2 a- 0 0 0 0 0 0 0 U 00 U U U U 0� con �7- W Z Z Z Z Z Z Z 0 0 0 0 0 0 0 W � O I -I 0 F W E­4 �4 Q Q W J H O O O w Fa NN� F� I 0 = Q o cn SHEET NO. C-30 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 Zane 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 1. All materials and construction within the public right of way shall be in accordance with current Virginia Department of Transportation's specifications and 1 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 g o maintained right of way (including access). 3. VDOT is to receive written notification 48 hours prior to commencing with initial construction activities. s r z _2 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. J N �(.3 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 �_ F Subdivision and Secondary Roads in Virginia. V PROF• 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. bV J 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 O ((00 = CL-III or greater in accordance with current VDOT standards and specifications. C14 1n _ 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 °o Q required on all units. 11. All concrete shall be A3-AE (air entrained 3,000 PSI). 0 bi W m m m 12. 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 of 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 U) Resident Engineer. No entrance culverts are to be installed within five (5) feet or a property line. � 0 0 •• VDOT standard CG-9D entrances shall be installed in curb and gutter neighborhoods. The sawcutting removal of the standing curb is unacceptable when 7 _ Typical Traffic Control installing an entrance on existing curb and gutter. Contact VDOT for inspection 48 hours prior to entrance installation. 0 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 pasted 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 0 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 0 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 , of 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. �� EQ Standard: 9 ( 9 ) P P P�- oa 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 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 0 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 0 hours prior to scheduling placement of aggregate base course(s). I� 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 0 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 611-54 Typical Traffic Control Lane Closure on a Two -Lane Roadway Using Flaggers Oigure 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 flagger 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 trafj"ic flow in a flagging operation on a two-lane roadway, the maximum tim 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 Rumle 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 6H-6.' 8. A shadow vehicle with at least one high intensity amber rotating, flashing, or' oscillating light shall be parked 801 in advance of the first work crew. Option: 8. A SLOW (W21-V 10) sign may be required in this area to give advance warning of the operation ahead by slowing anproaching 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 56for additional information on highway -rail crossings). Standard: 11. At night, flagger stations shall be illuminated, except in emergencies (see Section 6E.08). Lion: 12. Cones may eliminated when maybe eliminated when using vehicle operation or when the total roadway width is 20 feetvehicle 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 Page 614-55 Lane Closure on a Two -Lane Roadway Using Flaggers gure TTC-23.2) OV3HV xaoM �T avoa av3Hv avoa 3NV1 3N0 Br3HV salsa 31BIIOa d"' Ol 03Ntld3Nd 36 00 ���Tm m 9 '8 S '£ 'Z 6310N 33S~' NOIIVIS M30OV-U PTRS SPACING (CENTER TO CENTER) POSTED/STATUTORY SPEED LI S40 MPH 10 FEET 41 - 55 MPH 15 FEET > 55 MPH 20 FEET PTRS SEE NOTE 4 0 0 0 0 0 Ir + OOS 0 0 0 0 0 0 ROADWAY CENTER LINE PTRS 1 SEE NOTE 4 & 14 1: Revision 1- 4/1/2015 2: Revision 2 - 9/1/2019 -® G20-2 (V) - 500 ± 50' - 100, BUFFER SEE TABLE 6H-3 - 60' - 120' SHADOW VEHICLE REQUIRED BUFFER SEE TABLE 6H-3 50' - 100' FLAGGER STATION SEE NOTES 2, 3, 5 & 6 SEE NOTE 1 • �� W20-7 SEE NOTE 1*ZRUMBLE W3-4 SEE NOTE 10 SEE NOTE 1 W20-TESEESEE NOTE 15 NOTE 1 SEE NOTE 1 WORK > W20-1 AHEAD IQ INIM dC4 ^I NI \I dC4 H H z z z z z z z w w w w w w w z O EL- O O O O O O O z z z z z z z w o > O 0 00 00 00 0 00 0 ME©MMMMM W rr Qli W a 1.4 H� H_ ~ O w H U LU � ~ 0 w Q� o_ _ cn SHEET NO C-401 SHEET 9 of 9