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HomeMy WebLinkAboutSDP201400054 Plan - Approved 2015-03-31APPROVALS DATE DEPARTMENT OF COMMUN `COPMENT PLANNER /ZONIN 11/04/14 ENGINEER INSPECTIONS TO ADDRESS 12/11/14 COUNTY SITE PLAN COMMENTS ARB DEPARTMENT OF FIRE RESCUE ad-4e �j/ ,��� 3 -J® ALBEMARLE COUNTY SERVICE AUTHORITY /14 REVISIONS VIRGINIA DEPARMENT OF TRANSPORTATION Q�ll� HEALTH DEPARTMENT /vA GLENMORE SITE PLAN SUBMISSION A3 OWNER: COUNTY OF ALBEMARLE & EAST RIVANNA VOLUNTEER FIRE COMPANY DEVELOPER: ALBEMARLE COUNTY SERVICE AUTHORITY TAX MAP & PARCEL: 093A1 -00 -00 -00200 LIST OF PARCELS AFFECTED: 093A1 -00 -00 -0400 07900- 00- 00 -025AO 07900- 00- 00 -025BO ZONING DISTRICT: NEIGHBORHOOD MODEL DISTRICT THE PROPERTY IS SUBJECT TO PROFFERS ASSOCIATED WITH ZMA 2001 -8 RIVANNA VILLAGE AT GLENMORE AND A CODE OF DEVELOPMENT MAGISTERIAL DISTRICT: SCOTTSVILLE EXISTING USE: FIRE STATION PROPOSED USE: WATER STORAGE TANK, PUMP STATION, AND FIRE STATION SETBACKS: SETBACKS FOR THE WATER TANK ARE 1 TO 1 BASED ON TANK HEIGHT. THE TANK IS 35' TALL. SPECIAL EXCEPTION WAS APPROVED ON DEC 3, 2014 BY THE BOS TO ALLOW A 32 FOOT SIDE SETBACK AND A 20 FOOT REAR SETBACK SUBJECT TO THE FOLLOWING CONDITIONS: 1. THE ALBEMARLE COUNTY SERVICE AUTHORITY (THE "AUTHORITY") SHALL OBTAIN A LANDSCAPING EASEMENT (THE "LANDSCAPING EASEMENT ") 'ON TAX MAP AND PARCEL NUMBER 0931A1 -00 -00 -00400 IN THE LOCATION SHOWN FOR THE "PROP. 20' LANDSCAPING EASEMENT" ON THE SITE PLAN — GRADING PLAN AND LANDSCAPING PLAN (THE `PLAN ", LAST REVISED NOVEMBER 4, 2014, ATTACHED HERETO, SUBJECT TO THE FOLLOWING: A. ANY TREE SHOWN ON THE PLAN WHOSE TRUNK IS LOCATED WITHIN THE LANDSCAPING EASEMENT SHALL BE PRESERVED AND MAINTAINED BY THE AUTHORITY; B. IF ANY TREE WITHIN THE LANDSCAPING EASEMENT DIES, IS REMOVED, OR IS OTHERWISE CUT SO AS TO NO LONGER PROVIDE THE SCREENING INTENDED BY THIS CONDITION AS DETERMINED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT, THE AUTHORITY SHALL PROMPTLY SUBMIT A LANDSCAPE PLAN THAT COMPLIES WITH ALBEMARLE COUNTY CODE§ 18- 32.7.9 AND WHICH WILL PROVIDE SCREENING AS PROVIDED BY ALBEMARLE COUNTY CODE § 18- 32.7.9.7; C. AFTER THE H LANDSCAPE PLAN IS APPROVED BY TH E COUNTY, THE AUTHORITY SHALL INSTALL AND THEREAFTER MAINTAIN ANY LANDSCAPING SHOWN ON THE APPROVED LANDSCAPE PLAN; D. THE ZONING ADMINISTRATOR MAY ALLOW MINOR VARIATIONS IN THE LOCATION OF THE LANDSCAPING EASEMENT PROVIDED THAT THE SCREENING PURPOSE OF THE LANDSCAPING EASEMENT IS SATISFIED; AND E. THE DEED OF EASEMENT AND EASEMENT PLAT FOR THE LANDSCAPING EASEMENT SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE COUNTY BEFORE THEY ARE RECORDED IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY, VIRGINIA. 2. IF THE AUTHORITY DOES NOT OBTAIN THE LANDSCAPING EASEMENT AS PROVIDED IN CONDITION 1, IT SHALL: A. SUBMIT A LANDSCAPE PLAT THAT COMPLIES WITH ALBIEMARLE COUNTY CODE § 18- 32.7.9 AND WHICH WILL PROVIDE SCREENING AS PROVIDED BY ALBEMARLE COUNTY CODE § 18 -3 .7.9.7 TO THE EQUIVALENT EXTENT PRACTICABLE THATf WOULD HAVE BEEN PROVIDED UNDER CONDITION 1, AS DETERMINED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT; AND B. AFTER THE LANDSCAPE PLAN IS APPROVED BY THE CIOUNTY, THE AUTHORITY SHALL INSTALL AND THEREAFTER MAINTAIN ANY LANDSCAPING SHOWN ON THE APPROVED LANDSCAPE PLAN. PREPARED BY: I N T E R N A T 1 0 H A L MICHAEL BAKER JR., INC. A Unit of Michael Barer International 272 BENDIX ROAD, SUITE 400 VIRGINIA BEACH, VA 23452 PHONE: (757) 463 -8770 FAX: (757) 463 -0503 TH OF v-,% r Y� 1 C5 CHARLES FRANK VOTAVA 9 Lic. No. 034916 W V7// s8 /1-q ZONAL E J ,,,, ALBEMARLE COUNTY, VIRGINIA GROUND STORAGE TANK, :lump AND WATER MAIN PROJECT AT EAST IRIVANNA FIRE STATION ACSA PROJECT NUMBER 2013 -04 CD PROJECT' NUMBER: SDP 2014 -54 MAJOR SITE PLAN AMENDMENT TO SDP 1992 -4 J { f;. i, a , i °�� � ` • i 1� �' q ` ; ".a� �.. Qu ! f : , : f 4Zb ; : o` : : r r " O I ; N� f f ' R i i �i r J'YI0 M , CJ A` o ;. l.4 r� \ J; %. ”" PROJECT CAT I ,., r� �O O N I ,J 2 �.. 5 0 ° r 0 3 f I , -_ 13 v i ..€ ; LOCATION MAP SCALE: 1" = 750' GLENIVIORE SUBDIVISION TAX MAPS: 093A1 & 079 SEPTEMBER 2014 1 ST SHE O O O O O O O O O ,o � i) �z 13 14 15 5ITE PLAN - GRADING PLAN AND LANDSCAPING PLAN SUPPLY MAIN PLAN & PROFILE - STA. 0 +00 TO STA. 5 +00 SUPPLY MAIN PLAN & PROFILE - STA. 5 +00 TO STA. 10 +00 SUPPLY MAIN PLAN & PROFILE - STA. 10 +00 TO STA. 13 +96 DISCHARGE MAIN PLAN & PROFILE - STA. 0 +00 TO STA. 5 +00 DISCHARGE MAIN PLAN & PROFILE - STA. 5 +00 TO STA. 8 +31 PRESSURE REDUCING VALVE VAULT - PLAN AND DETAILS ALTITUDE AND PRESSURE SUSTAINING VALVE VAULT, STORMWATER PROFILE, & DETAILS MISCELLANEOUS DETAILS LIGHTING PLAN 1 9/3/14 TO ADDRESS 9/3/14 COUNTY SITE PLAN COMMENTS 2 11/04/14 TO ADDRESS 9/30/14 COUNTY SITE PLAN COMMENTS 3 3/25/15 TO ADDRESS 12/11/14 COUNTY SITE PLAN COMMENTS NO. DATE REVISIONS `,i ; @ 250 „ ; ..........:..... a J : f „ J: : •`` ° r Opp m ?O AY- d: cj r.„ f o y i f : J { f;. i, a , i °�� � ` • i 1� �' q ` ; ".a� �.. Qu ! f : , : f 4Zb ; : o` : : r r " O I ; N� f f ' R i i �i r J'YI0 M , CJ A` o ;. l.4 r� \ J; %. ”" PROJECT CAT I ,., r� �O O N I ,J 2 �.. 5 0 ° r 0 3 f I , -_ 13 v i ..€ ; LOCATION MAP SCALE: 1" = 750' GLENIVIORE SUBDIVISION TAX MAPS: 093A1 & 079 SEPTEMBER 2014 1 ST SHE O O O O O O O O O ,o � i) �z 13 14 15 5ITE PLAN - GRADING PLAN AND LANDSCAPING PLAN SUPPLY MAIN PLAN & PROFILE - STA. 0 +00 TO STA. 5 +00 SUPPLY MAIN PLAN & PROFILE - STA. 5 +00 TO STA. 10 +00 SUPPLY MAIN PLAN & PROFILE - STA. 10 +00 TO STA. 13 +96 DISCHARGE MAIN PLAN & PROFILE - STA. 0 +00 TO STA. 5 +00 DISCHARGE MAIN PLAN & PROFILE - STA. 5 +00 TO STA. 8 +31 PRESSURE REDUCING VALVE VAULT - PLAN AND DETAILS ALTITUDE AND PRESSURE SUSTAINING VALVE VAULT, STORMWATER PROFILE, & DETAILS MISCELLANEOUS DETAILS LIGHTING PLAN 1 9/3/14 TO ADDRESS 9/3/14 COUNTY SITE PLAN COMMENTS 2 11/04/14 TO ADDRESS 9/30/14 COUNTY SITE PLAN COMMENTS 3 3/25/15 TO ADDRESS 12/11/14 COUNTY SITE PLAN COMMENTS NO. DATE REVISIONS SITE PLAN SUBMISSION i GENERAL NOTES: 1. Survey information is based on VCS 1983 Virginia South State Plane Coordinates for horizontal control, and on NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 1929) for vertical control: Elevations are feet above mean sea level. Topology, . provided by Rinker Design Associates using conventional survey methods, December 3, 2013. 0 2. All materials and construction shall comply with the current edlition of the General Water and Sewer Construction Specifications as adopted by the Albemarle County Service Authority. 3. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper Service" Authority officials at the start of the work. 4. The Contractor shall be responsible for the verification of the Ilocation, size and depth of all existing utilities, both surface and subsurface. The Contractor shall immediately notify the Engineer of any discrepancies between the plans and observed field conditions. 5. CONTRACTOR SHALL BE AWARE THAT EXISTING UNDERGROUND UTILITIES MAY EXIST WITHIN THE WORK AREA, WHICH ARE NOT INDICATED ON THE PLANS AND /OR ARE UNMARKED IN THE FIELD. The Contractor shall exercise caution during excavations, and use due diligence to protect all utilities and structures from damage at all times. Damage to any existing utilities, structures, poles, guy wires, or other features shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 6. The Contractor shall be responsible for notifying Miss Utility of Virginia (811 or 1- 800 -552 -7001) sufficiently in advance of the start of construction, in accordance with Section 01 50 00 of the Specifications. 7. All water mains shall have a minimum of three (3) feet of cover measured from the top of pipe, over the centerline of pipe. 8. All appurtenances (such as valves, blow —offs, hydrants and meter boxes) are to be located outside of roadside ditches. 9. Contractor shall locate all existing water lines and sanitary sewers that will be impacted by construction, and ensure all existing services are re— connected. Field adjustments shall be made for any new appurtenance (such as a bend or a valve) that may be found to be in conflict with existing conditions. 10. Elevations of all utilities are unknown unless indicated with an invert elevation. The Contractor shall confirm existing utility elevations sufficiently in advance of installing proposed water mains, as well as deflect the pipe vertically (as required) in order to provide minimum clearances of 18" for sanitary sewers and 12" for all other utilities, as specified in Albemarle County Service Authority Construction Specifications (latest edition), at no additional cost to the Owner. 11. Trenching for pipe installation shall be in accordance with details shown on the related sheets. As a part of pavement restoration for the asphalt road, VDOT 21A or 21B, the asphalt concrete base course (Type BM), and the asphalt concrete surface course (Type SM) shall be placed over the trench width, extending 6 —inch on either side to create the required bench. Refer to Figure 1 (Revised) of the VDOT Land Use Permit. 12. Pavement restoration shall also include the complete intersection, where the road meets the intersecting street, or as otherwise directed by the Engineer or VDOT Inspector. Refer to pavement restoration sheet for restoration limits. 13. Pavement areas outside the areas of construction which are damaged as a result of construction, shall be restored to the satisfaction of VDOT or the property owners of the pavement areas, at no additional cost to the Owner. 15. All flagging operations and appropriate temporary traffic control measures shall be installed and maintained in accordance with the Virginia Work Area Protection Manual, subject to the approval of the VDOT Inspector. Anyone performing flagging operations must be certified, and possess a valid and verifiable certification card with them whenever they are performing flagging operations. Only persons completing approved Work Zone Traffic Control training courses and possessing the appropriate valid and verifiable accreditation card will be permitted to oversee temporary traffic control activities. 16. The Contractor shall be responsible for restoring all distturbed areas to their original conditions, unless otherwise indicated on the drawings. 17. The proposed water mains shall not be installed with the edge of trench closer than 5 feet to any existing utility pole, guy wire or guys pole without protecting same. Whenever the water main edge of trench is within 5 feet of the utility pole, guy wire or guy pole, the Contractor Shall notify (Owner of same and bear the cost for temporary bracing or relocation. 18. The Contractor shall be responsible for removing and replacing existing items, as required to facilitate water main construction, at no additional cost to the Owner. Such items include, but are not limited to: posts, bollards, fences, railings, guardrails, mailboxes, signs, newspaper boxes, property pins, monuments, benchmarks, utility poles, guy wires, pedestals, cabinets„ curbs, gutters, driveways, paved flumes or other drainage structures, retaining walls, landscaping, sprinklers, etc. Any items damaged during removal or re— installat1on shall be replaced with materials of equal or better quality by the Contractor, at no additional cost to the Owner. 19. The Contractor shall safeguard all existing and known property corners, monuments, and marks adjacent but not related to the Work and shall re— establish them if disturbed or destroyed, at no addiflonal cost to the Owner. Any property corners disturbed must be re— established Iby a Land Surveyor, licensed In the Commonwealth of Virginia. 20. Utility service providers within the project areas may include, but may not be limited to: — Albemarle County Service Authority Field Contact: Scott Krebelder, 434 - 531 -0714, Ext. 146 In the event of damage call 434 - 531 -0714, Ext. 146 — City of Charlottesville (Gas and Water) Field Contacts: Mary Zylowski (Gas) or Jason Payne (Water), 434- 970 -3800 In the event of damage call 434 - 970 -3800 — CenturyLink Field Contact: Matt Cowan 434 - 572 -8365 In the event of damage call 800 - 788 -3600 — Comcast Field Contact: Kevin Inge, 866 - 808 -0099 In the event of damage call 800 - 441 -6917, Option 1 — Dominion Virginia Power Field Contact: Andrew Brooks, 804 - 771 -3655 In the event of damage call 804 - 771 -3655 — Lumos Network Field Contact: Consolidated, 800 - 320 -6144 In the event of damage call 800 - 320 -6144 — Rivanna Water and Sewer Authority Field Contact: 434 - 977 -2970 In the event of damage call 434 - 977 -2970 r 3 W W 0 M Z W J [ELI , O / U Prop. 12" O Supply Water Main �o F , ' 9 For Site Plan, \ / See Sheets 5 and 6 /,A2- Prop. 12" Discharge Water Main \ ED 0 7/X </ LEGEND EXISTING STRUCTURES & FEATURES SHEET LAYOUT SCALE: 1 " = 200' PROPOSED STRUCTURES & FEATURES 14. 21 The Contractor shall clear and grub the areas coincide with limits of easements coordinating with property owners to have tas a'vementeed es cleared of all and /or public right —of —way as designated on the drawings and portions of E Electric GuardRail • g property y p g temporary easements as deemed necessary for the construction at no additional Water Main vehicles, as required, in advance of pipe laying operations; anid coordinating with p ry ry w Water Main Water Irrigation Ex. Asphalt Pavement cost to the Owner. Tree and branch trimming necessary to complete the work / 9 L_ p all property owners for temporary access interruptions during re— connection. The Valve Contractor may elect to restrict parking on both sides of the woad in order to shall be at no additional cost to the owner. Storm Sewer C _ _ Rip —Rap Ditch maintain traffic at all times. 22. All water facilities and water line easements are to be dedicated to the Albemarle Over Head Utility Sign Fire Hydrant County Service Authority. —� Gas Service Light Pole —�— Reducer Sanitary Sewer Utility Pole 372 Prop. Contour cN Cable TV o Traffic Signal Pole Fw Cap Existing and T Telephone q Ground Light Proposed Water Service Line REDUCTION OF LEAD IN DRINKING SURVEY ABBREVIATIONS UNK Unknown Fire Hydrant Prop. Tree Line WATER ACT (effective January 4 2014) - - -- -- -- -- - - - - - -- Property Line ® Mail Box CUP Corrugated Metal Pipe TP Tree Protection Fence CONC. Concrete — Right of Way Line ® Water Meter The Contractor shall provide all materials (and certificates of compliance) in M�na ed Slo e accordance with the 2011 Reduction of Lead in Drinking Water Act (Blill S. DIP Ductile Iron Pipe — — Edge of Pavement a Water Valve P 38 74), which becomes effective January 4, 2014. Under this Act, the Safe E.P. —x— Fence ® Well zi� Drinking Water Act's definition of the term lead —free has been modified to P Edge of Pavement reduce the maximum lead content permissible for potable water. ELEC Electric ---------- - - - - -- Minor Contour © Electric Box Source: E01 End of Information — — — — — — — Major Contour o Telephone Pedestal http: / /www.gpo.gov /fdsys /pkg /BILLS -1 1 1 s3874enr /pdf /BILLS -1 11 s387,4enr.pdf FI Fire Hydrant • Pavement Markings Q Telephone Cabinet ,Tx O'F/ Ilvv Invert :����•�°��"�f._ °� Woods or Tree Line 0 San. Sewer Manhole RCP Reinforced Concrete Pipe CHARLES FRANK VOTpVR � sF+ Sanitary Force Main' Tree o San. Sewer Cleanout Lic. No. 034916 W wM Water Meter wv Water Valve ZONAL �' / CT N0. 2013 —�4 SEPTEMBER 2014 1 9 12/14 TO ADDRESS 9/3/14 COUNTY SITE PLAN COMMENTS ECT PROJE <y: > " " ":' >'''_ < "> _'`4 < < "'_ DESIGNED: zMC GLENMORE GROUND STORAGE TANK PUMP STATION AND WATER MAIN PROJ SITE PLAN SUBMISSION C ''' "`' "'''` "'I " "```''``' ' " " "`'` "'' " 2 11/04/14 TO ADDRESS 9/30/14 COUNTY SITE PLAN COMMENTS Michael Baker Jr., Inc. TAX MAP SHEET DRAWN: JLB ACSA PROJECT No. 2013 -04 A Unit of Michael Baker International CD PROJECT No. SDP 2014 -54 ` " Bendix Road, Suite 400 Virginia Beach Virginia 23452 SHEET LAYOUT, ABBREVIATIONS, 2 093A1 CHECKED: CFV MAJOR SITE PLAN AMEND. TO SDP 1992 -4 Phone: 757-463-8770 503 NO. DATE REVISION Fax: 757 - 463 -0503 LEGEND & GENERAL NOTES OF 16 30 rs l APPROW LOC477ON OF D7SPNO DRA/NRELD \ Ex. Dminrerd Easement \ ' (D. B. 1204• Pg. 20 1) TAX MAP 093A1 -00 -00 -00400 R/VANNA VILLAGE LLC (DR 4,375, PG 410) NEIGHBORHOOD MODEL DISTRICT VACANT RESIDENTIAL LAND TOTAL ACRES- 4,3.165 Imn Rod EX, \214 00 Found `£x. 18' Gbk Iron Rod �\ \ \ � Er, Droinrre/d Access Easement Found i ill 1204 Pg. 201) \ Ea 50'Access Easement hl \ W-$ \ - _ \ _ _ (229.6: 1204 Pg. 201) \�\ �_ -- - - -- -- Eat Eat Ex Ex. \ -- -------- - - - --- - - -- -- _ \ _ 27' Pine_ ?7' Pine ?4' Pine 24' Mme n Rod 1B' Pine f "� \ - 72e - 3iae- - Tree Tiae Found T� V \ \ /ran Rod - - - --- _ - - - --" `.found � - - -- � � � � \ \ �-- - - -- -- --- -&� - -- -- -- - Signs � S/gyn —� � � � '-_ \ \ ` -- — _ 30' Pine 9n y \ ` i ---- - -- - -- �� _ L 1 18 Aspholt RCP .'' - - - -- Trovelwoy ` _ ` _ _ \ ` ♦ ♦ ` \ ♦ ♦ ,3;4' Q7k `£X.� - - - � _�p�ap fx.�dccess Easement _ I \ tics _ - \ / I " .B. 1224 P . 447 _ _ _ - 1 Ea: ♦WO %r - - I _- Mon%r ` \ Vo __ _ .............'- ..... __ ._..........L........ .............._�..... .......................... _ 412527W 76999' Ex Scam Grato- \ - ° - _ ♦ Ex Top -4 3{ 26 _ ..., -r . . .. ...... ....................._- °........ ........_r........,...,........ X04 ._ . .._ -._ ._.. , ...._. Limits of Ex Inv. out- 54 (215' RGiA�\ ' ♦ � / \ " _ - Found } & f '� - Bv�i ash 6Lsh - _ - _ - - - • " T - Ex. \ As holt _ / V EX. Nail �Py� D 6. - 6>jsh �r — _ _ _ / ' t r 5t lTrauelwo Pavement / 9 wer MCAro/d/eto/ /nv� Landscaping and `Sqn - y / ,I - Q awn s` �Pe _ _ " _ Found Trees Groin P Ex •� P12 _ _ Ex kn = Q\ P I� �!/ i I` i Londsra As ho /t 8!n 6, Sonilo r .' r I Iron Rod ; Maintenance Agreement // / \ — — — — J Orrin /3' ' Ex. 5 \ \ .yam C Ex Ex. / / • Notch • • I 5] / /� �/ / /38&5 , 1 - - - - - ^ hbrOoe Sign / ❑ Brick Ex. Cox - - - - - 50, 51 (� L� 1224, PC. 402) \�i ' / _. — _ J \ gts �� -390 - `L►r' • • • Columns Work \\ 38' Ook Q / T//It'e� Ex. Calcrele Curb ,' Po% , - - - - ,' d' 50 / ' ,{ • j ` ,+' 1 /' / / •- _ 'l EX. Air \ \r/ POYEInent Bjjpp Ex. Son. EX. Doan irr I I i 1 Asspholf olumns w /O�fiong C/eonouls w /O�rr/ong � I � TITI Trorve /way ❑ 50 / I / /, , / / ! - �� I I I ` Tree r I r `\ e% I ' , i \ fx. _ I , , - B I _ Ea Sree/ AC ` I ♦ \ Cola Il � Uni7 Et. Door i i Ex; � Ex Existing of As halt w/Ae/hong r 1 Poking P PonFing %bar Q EX. Brick and Meta/ I � I i/ ' ,' \, \ ,' r / 501 / Utility `� I PO I F /re Station j ~••r! ,3501 •,�I I � • •�._•._. � FF E /ev= ,389.45 Y I / Ex. 1 \ j Ps";* .g I Sign / hl �9n ,t L SYnpes Aspholt Pa/C TrovelwoyTi velwoy ` Ex SYee/ T/TITR / Ex 0 \` °' Wokr Bollard of Ex Door Eat Door .r \ R\ \ "' Camge Lbois / \ SP^7ot w/Oiw/honq w/Ore>iiong / iL/ - - - { 1 \ 4'— / �! Ex Ex. \ 30.Oak 1 30' oak TAX MAP 093A1 00 00 00400 1 i 4' PAC Son. Panitirlg Aspholt Existing / Tree ' _ 7,; Tze RNANNA VILLAGE LLC nowt PonFig 3. _ I pes Tr! Droin Ex Q ' ` (D. B. 4375, PG. 410, Connate 6 ( O NEIGHBORHOOD MODEL D /STRICT _ L . _ Ea 20 Gbk \ `, / ' ` \ \ Ex Mows rdroil -------- - - - - - - S/gn T,� ; \ VACANT RESIDENTIAL LAND �_.. ; H Ex. SSA y I— Pore a /t'e - - ao`rnd Aspholt , ' 4sEholt /Ex. �' / \ \ `�-�` o� Conto(nerE' Move ` Fue%T°nf5 Pavement Ex Cenamtor P - / 9 Ex TOTAL ACRES. 43.165' ' PAL lhwnd L w /yroq - - _ Trovelwoy Ex 1 i \Fuel Tanks J ' - , _ _ aVl Concrete '6 'gee, Ex. / D d Well Ea oia�r / ; Oil ® /"'� Is' Maple Limits of ; - ` ❑ _L__ _ - - _ _ / hr t V ♦ on Cognate �f-- w Cuordroil Spigo I �- Ex Trons Planter - - - - - - - - - - _ / Unknown / \ M® Mailbox I D Tze r' Landscaping and \I `J Walls -� Ex / 18 ' Maintenance A�7reement ' I„' - - - _ - _ _ _ _ _ r� r-� .9 n (D. B. 1224, P.G. 402% ``, Er: 4 PW - - _ _ -- _ - -- - - -- ------------- - - - - -- _ - _ - B - _ _ Y ----------- - - - ----------------- .. k Roil Fxet Rod � /.��a _ Ex'3Yoima -do _ y --- - - - - - -- -- -- ----- ------------------------ ' - - _ --- - - -- "- \ 1 ; Q� \ and \ }i . ` . Top =386.9 - - _ ` ' ' - - - - -' - - - - - - - - - - - EX- tJCHTI/VG` PREVIOUSCY 15' 0a* \ b ',- /n=7(4' > - _ _ APPROVED ON 1DR 1 _ _ T9X �4AAP 093A1 -0� -00200 ' _ - v .Pipe aYections Unknown L= - - - - _ 2000 (TYP - - - EAST R1VAAWX" / OLUNTESR' \ — - _ . rer _ OF �1- PARK/N6 - LOrlrcl�7s1- - - - - - - - - - - - - - - - _ _h rO. INCORPORAiZJ " x`3501 STFUfZ_R DRIVE S' '��� \� / \ \ - ' - - _ EX. DECK -PREY/OUSL Y �1�� 370 1204, PO, 21x1) T x \ -APPROVED ON LOR,Z2 \ / ------ `t l DAW FEBRUARy20. 2004 \ / _------------ -- - - -- N_E/OHBORHOOD MODEL -DISTRICT - - - _ �s� \ r - - - - - , - _ _ _ _ _ _ FIRE /RESCUE S�TfON VOLUNTEER - -------- \ \� - - - -- TOTAL'ACRES.• 6.00 - ` 360 -_ Iron Rod \\ \ _. _ - Fir. End- Sechhn CFe \ \\ ♦ \ \ . \ \\ - - - - - - (nV.. =417.4 � £x FH \\ I � \ / - -` 5101m Gale vVV Ex. Top = 39580 Inv. /n= 38820 \ Ex. Inv. 0ur= 38785(74'RC0) `� ♦S — -_ I Ex. - - - _ _ _ - - - - - - - - - - - - - f spholt 11ve /way \`\ MQt�h - - - - - -- - -_ _- - - ` - -- \ �\ _ 7 fa: Spk't \ ` \ \ Line � S �. ' - ^ Iron Rod RoWFeme \ \' , '\ Se Found ' -- - - -- \ Sheet 4 I ` l \\ 1 � l � i l l \ 1 ` l \ Limits of i \ Right- Of- HYOy \\ 1 \ 1 l \ z. a. lag ; ;7 DRAWN: CHECKED: \ 1 ZMC s JLB CFV NO. I DATE 4 TO ADDRESS 9/3/14 COUNTY SITE PLAN COMMENTS SITE PLAN SUBMISSION ACSA PROJECT No. 2013 -04 CD PROJECT No. SDP 2014 -54 MAJOR SITE PLAN AMEND. TO SDP 1992 -4 D Note: Existing items previously approved on "SDP 1992 -4 "9 F "LOA #1" dated July 20, 2000, and "LOR #2" dated Scale: 1"=40' Horiz. February 20, 2004 are shown. !`Found - - - - - - - - ,TfH OF CHARLES FRANK VOTAVA Lic. No. 034916 W o��'S -7//'7 /i�i G \�W I0NAL '0_/ Michael Baker Jr., Inc. GLENMORE GROUND STORAGE TANK ' PUMP STATION, ' AND WATER MAIN PROJECT (PROJECT NO. 2013-04) ) SEPTEMBER 2014 WhA10A Unit of Michael Baker lntemotional TAX MAP SHEET a .r 272 Bendix Road, Suite 400 Virginia Beach, Virginia 23452 EXISTING CONDITIONS 093A1 3 Phone: 757 - 463 -8770 079 INTERNATIONAL Fax: 757 - 463 -0503 OF 16 CAR 3 -3o-f S OW 330 -1r SITE COVERAGES SF 0.53 Acres 8.80% Existing Use SF 1.51 Acres 25.1% Fire Department SF 3.87 Acres 64.5% Existing Building 23,001 SF 0.53 Acres 8.80% Parking/ Drive g 65,700 SF 1.51 Acres 25.1% Open Space p 172 , 659 SF 3.96 Acres 66.1% Tota I 261,360 S F 6.00 Acre s 0 1 00/ Proposed Use Fire Department Existing Building Parking/Drive Open Space Pump Station & Tank Proposed Buildings Parking Total 23,001 SF 0.53 Acres 8.80% 65,700 SF 1.51 Acres 25.1% 168,512 SF 3.87 Acres 64.5% 31521 SF 0.08 Acres 1.3% 626 SF 0.01 Acres 0.2% 261,360 SF 6.00 Acres 100% IMPERVIOUS AREA OIL SITE Existing Impervious Area: 88,701 SF Proposed Total Impervious, 92,902 SF 1 PROP. 12, DIP FUTURE ROAD WATER SUPPLY LINE TP PROP. TREE (TYP;: SEE SHEET 6) / F. :' / \ / f'•` r .tee. "\:`. I \ I TP JW l A LT I TJJ D E AND 1 ES U.:R / .., . � a \•` � !M �,_... � � ( J � to � i;'`a#+, e• •�. � . SUSTAINING VA L/ U`:::> t f; GUA �.hS \.� LT A NIB LY & 4..: .w . - - - - -- - - -4� 0000 - H� - - -- W H- _ �...�..�. >::...;:: • X. IK S t - .::;�H��::T:::::: LE� CROP. FIRE HYDRANT` a / i� Er' PROP. 18" STO.I�M DRAIN w° - , L, ell — \ ♦: PROVIDE SIGNAGE STATING:- �, AtJTH 0 I 7E D V EH I C LE S ONLY" t' 50' Access Easement --� (D.B. 1204 Pg. 201) TRAVEL WAY __-- PROP. 12" DIP WATER TAX MAP o93AI -00 -00 -00400 . w RNANNA VILLAGE LLC — — _ TP �UPPLY LINE (WIDTH 2 4 T Y P .) _ — — _ — — i` �. -- , , t.._•� .�..,.1_:'' - - _ - - - - - - - - - _ .�.< ., .. N T _- �- ' > ,.. ...:.. (D B 43T5, PG 410 „ . Y °\ `, I, I EIGHBORH000 MDDEL DISTRIC \ �. VACANT RESIDENTIAL LAND rr ______ -T _ _ — y — _- - " >. ::: .•.\ TOTAL ACRES. 43165 •'""� I _ y .. 0000 -- _..-- , F-,., _ _ - - -` .>\ \ --- - - - ' ._- -.•r -' -^°-- >. uw>': ... ,w•: .gem:: ,' f' t`", !` ._ ,"` , : ::,cc — , : .. r•^, . y \�- IN— ____ P \' _ C _ :.... \ _ -PRBP. HYDRANT �' a U, ::: -�"a'_ fa> / ^ t {< ,f i ....�� " ".\ \\ ate. ", -- I--.' � ... :.r ..`X".,e: a ill. ♦s - 'L\.. �:, . \u c \�.,. , G ,.r �Y... , „ . . -_... .\ .-•i V \,.ter' �.: \\\ ::t ✓ \ _ :, _ _ / � .f � ": f~�T 1. / / : \ f" - - - - I <...: - r 00_0.0 ^--. ... \ Y� r �' I _ F \ Q. ♦, Z �' Alf! .. � L � l \` - -''` I ••, :`( Y ».. \ ` �� ` \\\ { M 1 ARC` -EASE E T t � ,' PROP. 62' 6 GROUND -- -� � ' �. 00.00 0000 , � ,, ( , , �; . '::.a 9o- (DB 497 PG i74 'STORAGE TANK, MAXIMUM 4 MANHOLE 35 HEIGHT, / HT 3 019 S.F. A S M E N T Ex. Brick and Meta/ I V D O T D. l- 7 '` �: ( FE 3 _ _ --- .:_ Fire Station " I ' . 5 DB 5�7 PG 747 • - — ; ::: _ :' 5) • F ( , } �- #3501 ► ° ' -„� .�., .� $ ��, R ' F \? � .. � °/ / A� • I \�" 20 VF F� FF E /ev= 389.45 �''` ggg , RDP. 1 ,STORM DRAIN ` LANDSCAPE y , TAX MAP 093A1 -00 -00 -00200 / \r f a k. 3 EAST RIVANNA VOLUNTEER EASEMENT ` �..'• - FIRE CO. /NCORPORATED !. G x ».� 3 n1 -ST2 a;�IER���rV2 20' ACSA INGRESS 593,P A / (DB 4 1 ............... ... ai �o.B. 1204, Pc. 201) 1 w x'15 - 4 303) . I �,�.� SDP 1992 -4 EGRESS EASEMENT 6 . !''' °" ` - °� f GENERATOR & SLAB P STA Q NEIGHBORHOOD MODEL D /STRITD B 45 9 7, P G 747 ) 1 ' F /RE RESCUE STATrON - t/OL UNr�ER I1t 1 ' ` '`� -- --��►- `` M A X �' H E I PUMP M T I O N I ...i ' =372.5), MAXIMUM 6.00 , f ` ,' �-• . \. , ..: .> c \„ ,. ;,.� . I TOTAL ACRES.' UILDING HEIGHT 410 S.F. (APPROX. 15'x26' yra concrete ®r F I C .�U�V% PROP./'FIR � 1=1 Y D RA N``6 TP 4' MANHOLE ` 3 ~ _ -� TYP-.. --"'PRO'P. EN ON __ , -- CC L0 BIORET T 0 A2 TAX MAP 093A1 -00 -00 -00200 ----------------- - - .--. a " - .- ._ — _ - - {AST RIVANNA,VDLIINTEER i I - - F /RE C0: INCORPORAIEB' ; _ ----- _ - - - - - _ _ _ _ _ _?_ \ - " - ` ,' 'ALL "E� L/CNTAVC P�EV1dUS 1Y AP�RB�fl7 - - - ` . — ... — x380-- — --. _— —.,�. ^ -, - - - as EoR � w JU[Y2o• loon _ - _ - - i " - ✓ A3 - - -_ - y- vECxpR r Cr�a•�Raym _ _ - -= T - - - _-- -_F aF4MR'brGWrL1G71W_- - -- - #3501 STEAMEfOR/l/E _ - _ "- - I , ACSA EASEMENT _ InZiIBRUARY2a--------------------------- -- -- --- - - - - -- - - - -- "0000- (B.- >2o4, PG�e1)- ' (DB 4597,PG 747) E-- 5aP- 4 2 -4 PRO P., TAGtIVG AREA- J70— . �.. �- ��lGFTBORH�I00 MODEL . Dt57T'lCT - I _ F /RE /h'ESGUE ��AFf9�C - !/OLUNTEERI- AND"'STOCKPILE. -AREA 36� e 6 D SCHARGE LINE FROM TOTAL ACRES. - _ — » ----------- - - -��� SA/ EASEMENr Edge ` \ �-\ - ' - F - ' " _ = �� - - -� - 3 Dg 4597,PG -37/) t --1 �ETENTION BED �" - -- 0000 -� 0000 '' _ — 1 Wote � • /---__ --- ' .„ F / - --_ -.• / 8 — - \ ' o I f \' Z - - 0 T _ P �'' 12 D WA . DIP -- �� - .\ '' F / �... PROP. LIMITS OF • --- - - - - -- - - - DIS RGE LI \ e CLEARING RING TY _ 2 ( ) I 0 \ \ �:.::'•.^"N'`'^:.a, ' \, \ ` \ \ \ . — — --- _ 111 ' ' = ~ "= - - - - - - - - - - - ` _ _ - - ''; -- - -� —' -- _ 7-- -- - - i - ACSA TEMPORARY EASEMENT � �,- -- - - 0000 - 03 _ - -_ DB 4597 PG 747 TAI WP 07900 00 00 025A0 � _ _ � - _ � _ _ RIAWA VILLAGE'L(C - - - - - -- • _J -- ----- --- _. -_ '- -- 0000 -- - "" (D. B. 4375, PG. 410), - 0000 -- __, --- _ _ % _ l - 1 - ` NEIGHBORHOOD MODEL D /STR /ET - _ - - - - - - .. -- .. - - - - - - - - _-�= �`_- ��.�.' - - ___,__ _ 1 0000 -- - - �` PP. 62's� GROUND VACANT RESIDENTIAL LAND - - -`_ 0000- _,- `_;\`\0000 - --0790-- w ` TOTAL ACRES.• 5.27 ' ` TAX MAP 07900 -00 -00 -02580 ' \� '> ,: ORAGE TANK MAXIMUM _ \ ✓ 2 ROBERT D. LIMENG00D �- - 0 -- i� I " 5' HEIGHT, 3,019 S.F. - ` � JA1?0ZYN S. LIVENGOOD . —370— — •'' (D.B. --6 Z PG. 609) ,�,Y F. F, E . = 3 7 5.7 5) /0// H0010 AfODEL DISTR /CT A3 10' ACSA STOT4L'ACRE- 3.00 TEMPORARY EASEMENT D B 4593,PG 286) 20'"ACSA, EASEMENT �.. ;.,. ' 0NCRETE PAD ( 1 \^ (DB 4593,RG 286) 3 - -- I P RAP "�\ x GROUND AREA AROUND -• ..- T • TANK AND PUMP ; {{� STATION TO BE GRASS E E E E E i / �' f '' f' x\C 4. } ' ` PERMANENT SEEDING r ( :\ TYP. y 5/ 150: 4- \ 3 x 20' LANDSCAPE GENERATOR & SLAB J EASEMENT MAX HEIGHT $ a, ' EX, 1 \.':; Y�/ <, (DB 4593,PG 303) 92 S.F. TrG VOIWGI, ' PROP. ASPHALT PARKING 1AREA'':`,x , f ' 'PROP. PUMP STATION /� F.E. =372.5 MAXIMUM ,;PRO`P. 18 STORM. -DRAIN AND `'`� ;�`._..,... ...._._.._._. t' TP / .. ), END WAIL VDOT `EWE -1 - ,° 'ULDING HEIGHT 18', <?410 S.F. (APPROX. 15'x26') f- - 1PRC�P: FIRE Hb1J} ANT ' Notes: 1. Zoning: Neighborhood Model District Magisterial: Scottsville Voting Precinct: Stone - Robinson Non -Water Supply Watershed 2. Site is Within FEMA Flood Zone X 3. Existing site is not served by public water or sewer. 4. All disturbed ground areas not paved will be permanently seeded with grass in accordance with SITE PLAN Scale: 1"=40' Horiz. \ gg. ✓ Chapter 32 of the Virginia Erosions & Sediment °F T � R170P. 12 DIP 'WATER " x* PROP. BIORETENTION FACILITY a� r DISCHARGE LINE --" Control Handbook. -- U 9 TP ' CHARLES FRANK VOTAVA 5. Existing items previously approved on "SDP 1992 -4 '�i Lic. No. 034916 W LOR #1 dated July 20, 2000, and '9LOR#299 dated 06 PARTIAL_ SITE PLAN February 20, 2004 are shown. IONAL Scale: 1"=20" Horiz. ............... 1 9/12/14 TO ADDRESS 9/3/14 COUNTY SITE PLAN COMMENTS _ SEPTEMBER 2014 SITE PLAN SUBMISSION GLENMORE GROUND STORAGE TANK, PUMP STATION, AND WATER MAIN PROJECT (PROJECT NO. 2013 04) DESIGNED: ZMC Michael Baker Jr., Inc. TAX MAP SHEET 2 11/04/14 TO ADDRESS 9 30/14 COUNTY SITE PLAN COMMENTS ACSA PROJECT No. 2013 -04 .. • �, A Unit of Michael Baker /ntemational DRAWN: JLB 3 3/25/15 TO ADDRESS 12/11/14 COUNTY SITE PLAN COMMENTS I 272 Bendix Road, Suite 400 SITE PLAN —PUMP STATION CD PROJECT No. SDP 2014 -54 Virginia Beach, Virginia 23452 093A1 5 Phone: 757 - 463 -8770 AND GROUND STORAGE TANK 079 -- -m CHECKED: cFV No. DATE MAJOR SITE PLAN AMEND. TO SDP'1992 -4 Fax: 757 - 463 -0503 OF 16 ' REVISION ojp 3 _30--/ s Ex. 50' Access Easement 3 (D.,6 1204 Pg, 201) 20 ACSA EASEMENT (DB 4593,PG 294) ------------------ — 10' ACSA TEMPORARY EASEMENT 3 IT - -- — —\ T i (DB 4593,P +G.�94) 4' MIN. HEIGHT CRIYPTOMARIA JAPONICA \ - - - -' - ' TP \ (9 TYP. - - -- - — , c'— 10' ACSA ,TEIPORAR�f ACSA Temp. Easement 3'' '. 5 - 3 -EASEMENT (DB 4597,PG 747) ,/ 6 _ 3 (DB 4593,PG 294) - • � UTURE ROAD 2 e i . f 0 366 / — 1 – i BE — , r i BE— -- -'8E -- 365 - - -- __ -- �� 365 ' — _ - - - - -- _ - = - - - - - - -, - -� " ACSA EASEMENT - - - TAX _MAP _ 09JA 7 00 00 -00200 -- -- -- ---- - - -- -- EAST RI�ANNA _�0Z- I�NTEER '(DB 4597,PG 747) / / 364 7z�\ - - - - - -- EIRE -C� - lI�ICORPORATE - - -- --- - - - - -- D------- - - - - -- �. ' -- ,-` _- � PROP. LIMITS 113507 57 4RER - 9RIIIE - ' OF CLEARING - -- (Z)._,� ACSA "fiEMP. EASEMENT `_ '362 ' 7204, PC. _ — - (DB 4593,PG 303)--------- ----- - - -- 5�,OP 7-992 4 _ - -- - -- BE__N�IGH��RI�'OOD /IiIODEL. -DI TRIG -- _ - (PROP. -- STAGING AREA ef� ---------- - 3 ,— ------- ------- - -E7f9T IPE�'C�E- STATION — VOLUNTEER - _- T- 0 - -B-E CLEARED ONLY AS ZO PRESERVATION ,_- _____ TOTAL ACRES NECESSARY FOR CONSTRUCTION)__ - "- STRIP �. ----- ------ ----- -- - -- - -- -- / 8' i 4' MIN. HEIGHT 2 PINUS STROBUS (9 TYP.) TAX MAP 093A I -00 -00 -00400 RIVANNA VILLAGE LL C (D. R 4375, PC. 4 /0) NSGH50RHOOD MODEL DISTRICT M CANT RE510EN71_AL LAND R TOTAL ACRES.' 49.165 3 20' ACSA LANDSCAPE EASEMENT (DB 4593,PG 303) PROP. LIMITS OF CLEARING P LAN Scale: 1"=20' Horiz. 1 9/12/14 TO ADDRESS 9/3/14 COUNTY SITE PLAN COMMENTS DESIGNED: ZMC 2 11/04/14 TO ADDRESS 9/30/14 COUNTY SITE PLAN COMMENTS SITE PLAN SUBMISSION Michael Baker Jr., Inc. Service ACSA PROJECT No. 2013 -04 _ A Unit of Michael Baker International Auth6nty DRAWN: J LB 3 3/25/15 TO ADDRESS 12/11/14 COUNTY SITE PLAN COMMENTS 272 Bendix Road, Suite 400 CHECKED: eFV CD PROJECT No. SDP 2014 -54 Virginia Beach, Virginia 23452 NO. DATE MAJOR SITE PLAN AMEND. TO SDP 1992 -4 Fax:n 7575 463 6 REVISION 0503 �."�,TH OF Ira CHARLES FRANK VOTAVA �oLic. No. 034916�W ��ss7�J8�J,q����/ ZONAL � NOTE: THE LANDSCAPING AREA IS A WOODED AREA COMPRISED OF MIXED DECIDUOUS AND EVERGREEN UNDERSTORY AND CANOPY TREES. EXISTING TREES (CALIPER SIZE 6" AND LARGER) ARE INDIVIDUALLY DEPICTED WITHIN THE 20' LANDSCAPING EASEMENT. Existing Trees 6" & Larger Within Landscaping Easement IDOInl Z Description Caliper, type, Height) 3488 151n Oak 79ft 3490 121n Oak 6 1 3491 10in Oak 64ft 3492 6in Hickory 27ft 3493 18in Oak 80ft 3496 241n Oak 63ft 3497 121n Oak 60ft 3500 151n Oak 718 3501 12in Oak 53ft 3503 211n Oak 62ft 3505 Tin Oak 40ft 3507 121n Pine 628 3508 151n Oak 60 3509 Tin Hickory 60 3510 121;,2 Oak 428 3511 13in Oak 728 3512 Bin Oak 40ft 3513 pin Pine 558 3514 gin Oak 62ft 3516 I JI;? Oak 608 3518 13in Pine 61ft NOTE: 1. THE CONTRACTOR SHALL COMPLY WITH THE CONSERVATION PLAN CHECKLIST AND THE TREE PRESERVATION AND PROTECTION REQUIREMENTS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (CHAPTER 3.38). 2. ALL DISTURBED GROUND AREAS NOT PAVED WILL BE PERMANENTLY SEEDED WITH GRASS IN ACCORDANCE WITH CHAPTER 33.2 OF THE VIRGINIA EROSIONS & SEDIMENT CONTROL HANDBOOK. 3. LIMITS OF TREE PRESEVATION AND PROTECTION ARE DEPICTED BY: T P County of Albemarle Conservatiotr Plan C;.liecldist --To be placed on Landscape Plans (Handbook, pp 111.284- 111.297 for complete specifications) 1. Tile following iterns shall be shown on the plaw Trees to be sated: Limits of clearing (outside dripline. of trees to be saved); � Location and type of protective fetach ?f;; Grade changes inquiring tree wells or 'Val Is, NI, s Proposed trer?cliing or tumieling beyond the limits of elearing.N /A 2. Mirkines: All trees to be saved sha':l be marked with print or ribbon at a height clearly visible to equipment operators. i No grading shall begin until the tree marking hay been inspected and approved by a County inspector. 3. Pre- Construction Conference: Tree prescrvatIN and protection measures shad be, reviewed with the contractor on site. 4. Eguipment Operation and Storage: El Heavy equipment, vehicular traffic and storage ofconstnaction rnateriats including soil shall not be pertnittedl with& the driplines ot'trecs to lye saved. 3, Soil Erosi n anal Storm water Detention Devices: � Such devices shall not adversely affect trees to he saved. 6. Fie: Fires are not permitted within 100 feet of the drip €ine of trees to be saved. 7. Toxic Materials: 0 Toxic niateriais shall not be stored within 100 feet of the dripline of trees to be staved, 8. Protective F'eneinj!: W 'i`rces to be retained within 40 feet ofa proposed building or gr ading activity sliall be protected by fencing. 0 Pct?cing shall be in place and shall be inspwed and approved by a County Inspector prior to grading or construction. 9. Tree 4i'elb: 0 When the ground level rmist be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval.NIA 10. Tree Walls: Wheti the ground level rntist be lowered within the dripline a tree to be saved, a tree wall shall be provided: arnd a construction detail submitted for approval. NSA 11, 'trenching and T...... 0 When trenching is required within the liinits of clearing, it shall be done as far away frcnn the trunks of trees ,as possible. Tunneling under a large tree shall be considered as era alternative when it is anticipated that ncccssaay trenchinL, will de stroy feeder -ots.N,IA 0 Protective fencing shall be the least items removed during Ilie final cleanup. 13, 1)arna and Trees- Da roaged trees shall be, treated immediately by pri ming, fertilization or other methods recommended by a tree specialist. NOTE: 11' IS'THE DEVELOPE:R'S .RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TRE, R CONSERVATION It t.C�if 11i Ei111�;1N`1'S. OWNER SIGNATURE' (DATE) GLENMORE GROUND STORAGE TANK, PUMP STATION, AND WATER MAIN PROJECT (PROJECT N0. 2013 -04) SITE PLAN - GRADING PLAN AND LANDSCAPING PLAN SEPTEMBER 2014 TAX MAP SHEET °ois' 6 OF 16 440 430 420 410 400 390 380 370 ' TAX MAP 093A1 -00 -00 -00400 / Limits of Landscaping and RIVAN111A VILLAGE L L C / Ri h t- Of- Wo ; EX. 16" DIP Maintenare Agreement PG. 410 g y WA TER MAIN �— (D.R X24, P. G. 402 (D. B. 4375, NEIVA ANT RESIDENTAL LANDI CT / Sta. 0 +00 Right -Of -Way TOTAL ACRES.• 43.165 3 16 "x12" Tapping /3 ' W Sleeve & alve � Ex. form Grote (Conc. An h.) 3 Ex. p= 41326 N `\ Ex. / v. Out = 404.54(15 n I I I 1 Sta. 0 0 5 ; , Sta • 2 +27 / X 1 •\ I 3n, ,' �\ 1 I , li 1 1 3 <; I 12 „x6„ Teo ' 2” Air �ellease, / �� _ • Ex. ainfi'e /d Easement W I 1 I ii a.'.F.l I I I I I 1 ' 1 Valve & Assen6bl 3 A Ex .'Fiber I (Conc. Aneh.) I y � / t, I / .B. 1204, Pg. 201 / optics \ i I Fire Hydrant Assembly I � F0 Marker s Ex. Sign I \ I I Ex< Sp /it I I Fence \ I 1 Roil W '1 � ,' ' � ,' I \, � 1 � ` It 1 / /3� , i , , 1 / X � , c_ �� '' I 1 1 1 I 20 ACSA Easement Li 0 (DB 4593,PG 294 APPROX. LOCAT /ON OF \ `!/ 2 Iron Rod / I EX/SPNG DRA/NFIEZD Y..,. X. O er 1 , I I I ,w Meter � '`, Found I � � 10 ACSA Temporary PRV w/ Vault See Detail ' Prop. 12" D.I.P. -- -�-- ___�_ l� I ~ \II \ \ I Easement Sheet 12 -_W -- \, Wbter Main -- ;---T - _ _ _ --'� I \I I (DB 4593,PG 294) Sta. 4 +71 W I A< I 12 " -90° Bend (Supply Main) Asph alt 7` �X�ro vetway ,- /f �, STEAMER DRIVE _ _ Sign l 3 _ I— (Conc. Anch.) Mar /box ` �I_w _hf -,ytv _/� - ,'�. -r -._� -7�// -iffy rff/µw �lr�If _/y_ _/f -,� /f -'- by_ _vYf - //f _wh'' -1 - �' // ° -ham 10' — —=•.. — — — w / Ex. Sign 3 11 x. Rip�Rap >v I I Ex. En Section ; \ Ex. 8" , D.I.P. \ Ex. hfv, =416.4 r f _ A_ 1 Remove Ex �Ive 8 Water IM6in ,I- ' ' - - - - F.H. tPc — ' Cap and 15andon 3- To be abandoned 10 \ \- — — -- — --- — '' ��� ' ,�� IEx. 8" Wai'er Main �; �+ ( & filled with + ,; / / i✓s''.'° t,,._, II flowable • l --� Rem ove .Ex. Fire 1 © / / 3 °;: .�... f�l) ydr i nd Valve , --- w / .,y \ ` , - - /� As , � � �, X10' A6�SA Te m p� r Trove /way 3 ` Easemen cry \ - - -- (DB\,4 3�.PG 294) - - ry '\, \ Match Line Sta. 5 +00 - See Sheet 8 , Tree - - - - - - - - - - - _ Cj RCP y - Ex. 5Q' Access Easement cn' (0.B. 1224 Py 447,1 143 Ex. Pelt T —� c - �, Uti /it + r•. Limits of :� " \ ~" Hondhole �� Ex. Tel t ` Notes: ' ` Landscaping and / Q W Mointenance Agreement ,' /' ,`�5"�"` ' Cabinet 1. Contractor shall clear and grub the areas coincide (0.9. 1224, P.G< 402), ' o rr -- --- -'� - -- _ with limits of permanent easements and/or public � right-of-way -wa o g y r as designated on the drawings �. W / sin and onions of temporary easements as deemed 9 -00-00-00400 � ` —�_ necessary P P ry . . . TAX MAP 09 n essary for the construction at no additional f Rl 1VNA VILLAGE LLC , _ _ � PLAN � _ _ _ cost to the owner. Ex. End- Sec�`ion/ ` J 7 '_• ' / /(D.B. 4375 PG. 4>0� - r 1 2. Contractor shall locate and protect any Ex. Inv. =417, 1 Ex Alpha /t Scale: 1" =20' Horiz. ,NSIGH90RHOOD MODEL DISTRICT underground utilities prior to the start of ' / VACANT RESIDENTIAL LAND, , g P TOTAL ACRES.` 43.J.65"' construction. __.,._ ...................... wW.... _... w.. ,.......... __..._. ._... _ ...._.... w.._ .. ....... ... _ ............ _., ........ w......... _ w . ,.. ....— w. ... w_ EL E a >jc� a�a� _ c� v 86 a .Q I a cn I m a v O '- € ,Q I 1 O �.._.o� . .. ... ,w......... .- ... ... - ....... a � � .... �._ ...._.� ._.._.. - .._..__.....� � ........... � .._,......._ _..... - ...,_,....._. - . .............. i � rn ...... ............... _. W... Cv wr _ . E xI o H;.. L . ...._..... ........... LLW ................ ,c 0 v w C14 > Ex. Water E c°� v € € N N € I rrigation Service -v I Size Unknown Elev. Unknown LL . ................... ..._. . . .......... ........._...... l E �............... � ...� ............ .:....._... _. ...........w � ..._.......�. i 00 Ex. Cable TV _.. ._. .. ... f Size Unknown Ex. Grade .... ....�.�. . . : Elev, Unknown _ i Ex Telephone I Size Unknown ° I (n h -- Elev. Unknown Water Main v.= Unknown i .__...... � v._� �._............ .- �....... ............_........ � � _...._.. � ...... _...,- ��_ _ .__. .. .... •, ,,,� -> --_ -� ...... .... .. _.... Future R ivam na w .................... w.._... .... ... V C acH CD E _ .... ........ E .....: _ . ._ .� .. .......................w. - E Prop.1 12" D.I.P. i E Watery Main } E .... w..,.....,_ ...... ...:...............,,,,,.,.,... E .,,...,............_.. .•..... ............... ...._.......................... .. .......,.,.. ...w .,.,.......•....._._.. .............. E I I sr - — .. .._. 3 -MIN.- Ex. 15 RCP E ,.;- ,,.... Storm Drain i I ,, Cover I ,... ,, . Q € Inv.= 402.78 E I - f 4- e , I ' E i H _ _,r_ ...__.... ti _, ._ _...._... _.. _........ .; _ _ ............ _.,....,...., E PROFILE Scale: 1 " =20' Horiz. 1"=10' Vert. ,..,..�, .... _ ,.,....,. ................,,......_ 4 + 5 tCHARES ,TH OF � FRANK VOTAVA v No. 034916 W 7/ 8 /1y����w ONAL 450 1 . ....... . . .... :.. ..... 440 ..... .. .... _- .......... 430 420 390 1 9/12/14 TO ADDRESiS 9/3/14 COUNTY SITE PLAN COMMENTS DESIGNED: ZMC 3 3/25/15 TO ADDRESiS 12/11/14 COUNTY SITE PLAN COMMENTS SITE PLAN SUBMISSION Michael Baker Jr., GLENMORE GROUND STORAGE TANK, PUMP STATION, AND WATER MAIN PROJECT (PROJECT NO. 2013 -04) SEPTEMBER 2014 Inc. TAX MAP SHEET ty Service Auth6ri ACSA PROJECT No. 2013 -04 ;� _ . ;�, A Unit of Michael Baker /ntemotiona/ DRAWN: J LB AND ADDRESS VDOT 11 /24/14 COMMENT or go 272 Bendix Road, Suite 400 SUPPLY MAIN CD PROJECT No. SDP 2014 -54 Virginia Beach, Virginia 23452 093A1 �;< .:..:...:.:..::F. CHECKED: CFV Phone: 757 - 463 -8770 7 .,,. RAA It-NO 0rTr M Ani Annr_Kin 'rn Clnn 4nnf) A ! T T I 1 - -- -- n1 A k n nn ^r-ll r- r+T A � . nn -rte r . nn i117a � �p 3 - -10-/1 E E i I 2 3 PROFILE Scale: 1 " =20' Horiz. 1"=10' Vert. ,..,..�, .... _ ,.,....,. ................,,......_ 4 + 5 tCHARES ,TH OF � FRANK VOTAVA v No. 034916 W 7/ 8 /1y����w ONAL 450 1 . ....... . . .... :.. ..... 440 ..... .. .... _- .......... 430 420 390 1 9/12/14 TO ADDRESiS 9/3/14 COUNTY SITE PLAN COMMENTS DESIGNED: ZMC 3 3/25/15 TO ADDRESiS 12/11/14 COUNTY SITE PLAN COMMENTS SITE PLAN SUBMISSION Michael Baker Jr., GLENMORE GROUND STORAGE TANK, PUMP STATION, AND WATER MAIN PROJECT (PROJECT NO. 2013 -04) SEPTEMBER 2014 Inc. TAX MAP SHEET ty Service Auth6ri ACSA PROJECT No. 2013 -04 ;� _ . ;�, A Unit of Michael Baker /ntemotiona/ DRAWN: J LB AND ADDRESS VDOT 11 /24/14 COMMENT or go 272 Bendix Road, Suite 400 SUPPLY MAIN CD PROJECT No. SDP 2014 -54 Virginia Beach, Virginia 23452 093A1 �;< .:..:...:.:..::F. CHECKED: CFV Phone: 757 - 463 -8770 7 .,,. RAA It-NO 0rTr M Ani Annr_Kin 'rn Clnn 4nnf) A ! T T I 1 - -- -- n1 A k n nn ^r-ll r- r+T A � . nn -rte r . nn i117a � �p 3 - -10-/1 440:...._. . 430 390:.. TAX MAP 093A1- 00- 00- 0040d' RIVANIVA VILLAGE LL C • . D. 4375, PG. 4 10) " NEIGHBORHOOD MODEL DISTRICT ------- - - - - -- ` _ VACANT f�ES /DENTIAL LAND -- __ - - - - -- TOTAL ACRES:, 43.165 - - 10 ACSA ; Temporary A3 } Easement - ,� (DB 4593,PG 294) Sta. 5 +48 ----------- �� 12 " -1 1 1/40 Bend Sta. 7 +83/� "- \ (Conc. Anch.).... Ex. Oroinfie /d Easement- Prop. 12" D.I.P. 12 "x6" Tee xOp \ \ (D.B. 1204, Pg. 20 ,,..T ' �_t` Water Main (Canc,_Anch.) ��A_prox. Location of h \ Sta. 5 +75- .• -`�� (Supply Main) Fire Hydranf - As- sembly Ex. on�wer Lateral ��• \ 12 " -1 1 1/4* Bend... .. z" Sta . 6 + 72 b � ..,..,...W ._. _ rn Conc. Anch.) - ° P - \ 10 ACSA Temporary ` - �\c \ \ \ ( 12 -11 1/4* Bend:.:._ :..�.,,..,....F <....: a nt y m Easement Conc. Anch ,,ie f - ( •) �� °�` •' " (DB 4593,PG 294) 3 �p \ i \'- -- � \ �•+�, .�4 F3 � ;,...,.r� 10 \ 1 \ \ EI 2, ,= fi?ip L�,:; Iron Rod cn Found _---- — -E Sign- \ �. ,,.,s _.. —• - ^- rM \ _ _ _ �„t- - a.. --- ------------------ - - - - - - - _ - _ - - - - - - - - - _ C� : �.-�'— ..off' -- - - - - - _- --- - -- ✓.... _ _•�. ; ::::: F - - - - - -- _ — - _ - --- _ - - - �- - fault fX, /nv.= ,388.8 \ -- -------- - - - -1- _•„�- ----- - - -_ -- _ _ — EX --___ = _ _ �rravep y o Iwo - ------------- - - - - -� a� - - - - -- -- -- _ ,__ -- -_ _ + ` v ., �\ a -•wry .. -.^ e �.� \ ._.r••_N- - _ may.._ ..— ..Y"�� ----------- - —� • \\ �_ ` ` ��--w- �— - � . — — _ - - - Ex. Moi /box _ _ ° [� ......... TP T _ — — - i _ ----'- - „�,',:` „� \ - ---_ °� 10 X. Sanitary Ex. 6 PVC fY. 5i ,� 7 - -'- - T•_�F'_'- - - -- - - - - '� - - - - -- - -- Easement / Ex. 6 PVC wer Manhole 20 ACSA Oroin Pipe _ I I Drain Pipe o 0 (DB 4593,PG 294) Povemer7l ..,. o Ex. 6" PVC / -- S - \ems Metal Drain Pipe CN s - F -�,r., w - - - - - - IM7T -RW Prop. Limits r•,,,r.�t' �� 3 ' / f.. o o Hatch Fouq'd of Clearing / F /pole — - -� g ACSA E� s ment - _ _ -- 3 � -"" �r — — ❑ Ex. Sin - '�--- / _ — — Ex. Conc. /k izk y DIB 4 „97,PG 747 9 / r — — — ❑ O Ex. Brick — Ex. /nv.= ,388.5 Sta. 6 +26 r — — — o \ \ : es F oe 390 _._- -- Ex. Bn_ 'c_ k__ A pox. Loation ::: ' - -lumps ` 12"-11 1 /46\ B'e rrd- / ; : _ - - /- E� - 30' Acces ',�osement � Ex. Door D. B. 1224 P ` 447 `(Conc. Anch.) \ I -, �� - / - I Ex. Door Ex. San. w Overhan �� % ` - - - - - - - - - - EX. Concrete w /Overhang C/eanouts / 9 - - . - - - Pavement A. C. Unit T - - 0 -00200 ' AESA�R ANA000 Ex. Asphalt -`_ A IV N L UNTEER .:::...::::..::..::... / I • CO. i TAX MAP 093A 1 -00 -00 -00400 ` , I Trowefway — ” — I N OR ORATED RIVANNA VILLAGE Ex. E O , I � .. 3501 STEA OR/VE Bruck and Meta/ Ex. Conc. D. B. 1204, PG. 201 (D.B. 4375, PG. 4 10) '\ ��� Slab of EX. Steel Fire Station SDP 1992 -4 NEIGHBORHOOD MODEL DISTRICT PLAN Daar Bo//ards of 3501 { ' # NEIGHBORHOOD MODEL DISTRICT VACANT RES /DENT /AL LAND Gora e Doors t Scale: 1 " =20' Horiz. r w Overhan 9 ff E /ev= 389.45 F /RE RESCUE STAT /ON - VOLUNTEER \. TOTAL ACRES.• 4,3.165 :: �� :.:::::::::..... >:.: / 9 / TOTAL ACRES.- 6.00 ............... .. �. . ... _ ...................... .... ............................... _. �..W._...,_ � ..� w . � ....,.,., .. �..._..... _......:.: _.......... _. C A= U U U ? U U I E E °° g= 0° m C I m € E I d V) w...._ ..................w <...... .......................,_...... ..,_. _.. KK� � � U E j Q w.. ... . ..... € _ .......... ........... O U o .._... ,,..,. _ ....... ... .._......_.._... _. .. ..... .... . . ....... ......... ,»....... 1 ,.. � . _,,..,...... €....v_ ...... »...._ _.._ »......_. _ ,.._...._......... N N E N I N E 2 ! ; ' E r E E i E (D E E 360, r\ 00 E � ...... _ .._ ............ .___... : TAX MAP .....:....... .�..�»».... Ex. 18" RCP ,,.. ........................�.. _ ..- ._.... . ..... ,_.. .... — - Virginia Beach, Virginia 23452 Storm Drain N Inv.= 388.80 MAJOR SITE PLAN AMEND. TO SDP 1992 -4 (In Foreground) PLAN & PROFILE - STA. 5+00 TO 10+00 079 .... .,,,.,._,.,_�� _..... ... .....» .,... -'—.�- _�... —_ ..- W...�.�......... .,..ate._ `O 3' MIN. Cover v (See Note 3) N U v M .. x33 DESIGNED: ZMC Service Autkrity DRAWN: J LB ' CHECKED: CFV Future Rivanna Village Grade ..........:..:..... ........�.,.._..»»»,......_._., .�»..,.».......:..... _..,,,....,..,., .......E .:::.._,,.:»..,.,..... ...,�.�.»».............,......_ n 0 1 9/12/141 TO ADDRESS 9/3/14 COUNTY SITE PLAN COMMENTS 3 3/25/15 ITO ADDRESS 12/11/14 COUNTY SITE PLAN COMMENTS NO. I DATE REVISION Notes: 1. Contractor shall clear and grub the areas coincide with limits of permanent easements and /or public right —of —way or as designated on the drawings and portions of temporary easements as deemed necessary for the construction at no additional cost to the owner. 2. Contractor shall locate and protect any underground utilities prior to the start of construction. 3. From Station 8 +75 to 10 +00 provide a minimum of 4 —Feet of cover. The contractor shall locate the existing sanitary sewer and adjust the water main depth using pipe deflection to provide a minimum of 18— Inches of clearance. _,., .._.. _........ ».... ...._ ..................... N N r- ...............,. .._.._.......,.... E .. + Prop. 12" D.I.P. Water Maih € ( M .......... _ ! .......V. _ ... ....... w ! 8 PROFILE Scale: 1 " =20' Horiz. 1 " =10' Vert. .............. :.. ............. ....:.............,.... � .......... 9 10 TH OF Il� CHARLES FRANK VOTAVA 9 ILic. No. 034916 W I�NAL � 440 430 420 410 400 390 380 370 K.1 SITE PLAN SUBMISSION ACSA PROJECT No. 2013 -04 00 E � ...... _ .._ ............ .___... : TAX MAP 5 CD PROJECT No. SDP 2014 -54 .. x33 DESIGNED: ZMC Service Autkrity DRAWN: J LB ' CHECKED: CFV Future Rivanna Village Grade ..........:..:..... ........�.,.._..»»»,......_._., .�»..,.».......:..... _..,,,....,..,., .......E .:::.._,,.:»..,.,..... ...,�.�.»».............,......_ n 0 1 9/12/141 TO ADDRESS 9/3/14 COUNTY SITE PLAN COMMENTS 3 3/25/15 ITO ADDRESS 12/11/14 COUNTY SITE PLAN COMMENTS NO. I DATE REVISION Notes: 1. Contractor shall clear and grub the areas coincide with limits of permanent easements and /or public right —of —way or as designated on the drawings and portions of temporary easements as deemed necessary for the construction at no additional cost to the owner. 2. Contractor shall locate and protect any underground utilities prior to the start of construction. 3. From Station 8 +75 to 10 +00 provide a minimum of 4 —Feet of cover. The contractor shall locate the existing sanitary sewer and adjust the water main depth using pipe deflection to provide a minimum of 18— Inches of clearance. _,., .._.. _........ ».... ...._ ..................... N N r- ...............,. .._.._.......,.... E .. + Prop. 12" D.I.P. Water Maih € ( M .......... _ ! .......V. _ ... ....... w ! 8 PROFILE Scale: 1 " =20' Horiz. 1 " =10' Vert. .............. :.. ............. ....:.............,.... � .......... 9 10 TH OF Il� CHARLES FRANK VOTAVA 9 ILic. No. 034916 W I�NAL � 440 430 420 410 400 390 380 370 K.1 SITE PLAN SUBMISSION ACSA PROJECT No. 2013 -04 Michael Baker Jr., Inc. F ,� _ ff' A Unit of Michael Baker' International �" ar 272 Bendix Road, Suite 400 GLENMORE GROUND STORAGE TANK, PUMP STATION, AND WATER MAIN PROJECT (PROJECT NO. 2013 -04) SUPPLY MAIN SEPTEMBER 2014 TAX MAP SHEET CD PROJECT No. SDP 2014 -54 Virginia Beach, Virginia 23452 093A1 $ MAJOR SITE PLAN AMEND. TO SDP 1992 -4 Fax: 75754636050370 PLAN & PROFILE - STA. 5+00 TO 10+00 079 OF 16 r1jP3--3o-15 430 420 410 400 390 370 360 350 TAX MAP 093A1 -00 -00 -00400 RIVANNA VILLAGE LLC Sta. 12 +99 (D•B• 4375, PG. 410) 12 " -45° Bend --- ---- - -- --- NEIGHBORHOOD 1V0,9fZ DISTRICT (Conc. Anch.) VACANT RESIDENTIAL LAND TOTAL ACRES- 43.165 i Sta. 13 +63 12 "x8" Reducer Sta , 13 +69 Prop. Limits ?. Prop. 12" D.I.P. of Clearing 8x6 Tee° ------------------------ - - - - -- Water Main /� \ (Conc. Anch.) (Supply Main) Ex. 5o'Access Easement / \ \Fire Hydrant Assembly �'' TP (D.B. 1204 Pg. 201) / \ TP 10' ACSA Temporary Easement '(DB 4593,PG 294) Ir 20' ACSA A3 Ingress /Egress _- Easement "" �,,� /..,. / TP\ (DB 4593,PG 294) CD Prop. Limits _ - - o of Clearing_ / -- �1wq / / - mot,...,. , , -- 20' ACSA Easement .�. ~: _ - - - - _ _ ,- -- ✓ r� / qTP'~ ;// DB 4593,PG 294 " 3�µ' �.. Sta. 13 +79 Altitude and Pressure Sustaining Valve Vault Assembly See Detail, Sheet 13 i �4f\, Prop. Ground Storage Tank - > 4 =` t 20' ACSA Landscape 3 AEasement h (DB 4593,PG 303) > 0 ACSA Easement (DB 4597,PG 747) A3 E _0 } } C I , - - -`''� �a 1,.. Prop. Limits 4,. . - - - - -- .� of Clearing -- - - g - A 3 ACSA z. CD / - 10 ACSA Tem and CDX - Easement ! Temporary \w I a' / ��.- -':Ex. /nv. =384.5 :(DB'"459,PG 294) - �`;asement --✓ ,` _, /;�' ✓ .-�. -' -! (DB 4597'PG 747) -"- G40erator �\ A3f / �££M; Ex. In �* Prop. Pump Station 385 F' d- I l T' • y c• I f� I 9 CSA £ I LI� A 4 _--- - - - - -- � Ingress �, , -�' %;. 9 �. D B 450 PO 747) / � � ••rte.,:• // /�„r , 1` � \ �,,,, '� .r-'' F / j / � £/ , } i f' �� o , � / / / • ... \,\,� ,Crf�'�"� '`rte„:;:' �y. / /Wo / T. 093A 1 � -00 -00 -0000 /�X °j / _ RIVANNA VOLUNTEER FIRS` CO. ' i E -� ;: Light`., / ` \ -'' ING'ORPORATED - ! E/� PO/6 f E , , r 1 T 350 STEAMER V MER DR/ E r ,E' rf` r Ex. Brick and Meta/ D. B, 1204, PG. 0 '.. q T P O �• "_ '' , t � Win:: Fife Stotion PLAN ,3501 \ ', , SDP- �92� -4 I 0l2 f / -' �;•�' Pro 12" D.I.P. �' + NF/�B4RHOOO MODEL D /STRiU -7 P E As hart p FF E /ev =389.45 X19 Tra efcva /'\ �.f. \ �fRE RFSCUE;STAT /ON - VOUNTL�ER /EX. �� Scale: 1 =20 Horiz. o Water Main Building Square ..,. .- %., \ F 3� ri.. _ y-- TOTAL ,ACRES A: 6.00 \<_ FnnfnirP_ 7.3 nn 1 \ I S C a Main) ..... ................ .......,,... ... ......... _�,.... �.... .. _.,,.,............ .........._....,w.. ....,.......,....,„............ ,...,,�..,.......,. ....... ,,..,..,... r / ... ... ....................._..,,.. ...., .,.,w.w......,..�„„,. - " "'"-�` �^\ h �. / I (Discharge �... _ .....�........._............ _..__. ,....�.....:H ...,......_._ _.. _. ,. _,. __�..._... _.._.. � ..._.� ._.,,. .,,....�...v...,,............_� . �....,.... �..._......-..__ ................... �......-............... _..,,._..V..- ..�.,........_.,._ �:. i y. o .-. x X - ._................ ». _- ......... _w... - .,.�...._ ... _......... __.. .__ .... ........... �... ............... . ,......... i c a) m o I I a) V U U m v f m o v M C �' C E > E D_ a) a) f i €t • d a� is a� m f E - 0 CD e_1 OFD\ �' CHARLES FRANK VOTRVR a Lic. No. 034916 W \s 7/1 8y1 y �ti�w/ `S�ONAL 'i J Notes: 1. Contractor shall clear and grub the areas coincide with limits of permanent easements and /or public right —of —way or as designated on the drawings and portions of temporary easements as deemed necessary for the construction at no additional cost to the owner. 2. Contractor shall locate and protect any underground utilities prior to the start of construction. 1 9 12 141 TO ADDRESS 9/3/14 COUNTY SITE PLAN COMMENTS DESIGNED: ZMC 3 3/25/15 ITO ADDRESS 12/11/14 COUNTY SITE PLAN COMMENTS bervice AuthOnty DRAWN: J LB CHECKED: C FV NO. DATE REVISION 15 420 410 400 390 380 370 360 350 SITE PLAN SUBMISSION Michael Baker Jr., Inc. GLENMORE GROUND STORAGE TANK, PUMP STATION, AND WATER MAIN PROJECT (PROJECT NO. 2013 -04) SEPTEMBER 2014 ACSA PROJECT No. 2013 -04 b&U4 0 0 A Unit of Michael Baker international TAX MAP SHEET 272 Bendix Road, Suite 400 SUPPLY MAIN 093A1 CD PROJECT No. SDP 2014 -54 Virginia Beach, Virginia 23452 9 MAJOR SITE PLAN AMEND. TO SDP 1992 -4 Fax: n 75754636050370 PLAN & PROFILE - STA. 10+00 TO 13+96 079 OF 16 - > _ _ ..... .... w...w,..........._,. ..... ......._�........ . � N 0 Lj V > > 0 CO E ( p E _0 } } C €€ i 00 € 0 •C Q E I E X! E 0 V 7 . ............................. ............................... . e .... ..,......,,,..,...,.. ....,.......,,......,..:....,.. _.._..W......,........:... .,,,.. .. ..,.. _._. ..........,...,....._ .. ........... ._..w..........,.....< ...... ...._.......................,,. ....... ..,,.... ....,...._,w.,........... ,........,,�.,.......,..,...... _ ................ W.. ...... . . ......W... ,, . .., ,,........ .. w ...... N L o 0o ..........._... ...w..... .. . . ........ ........... I w....... .......... . . ........:..._ ..,, ..... ......:I 1 9 12 141 TO ADDRESS 9/3/14 COUNTY SITE PLAN COMMENTS DESIGNED: ZMC 3 3/25/15 ITO ADDRESS 12/11/14 COUNTY SITE PLAN COMMENTS bervice AuthOnty DRAWN: J LB CHECKED: C FV NO. DATE REVISION 15 420 410 400 390 380 370 360 350 SITE PLAN SUBMISSION Michael Baker Jr., Inc. GLENMORE GROUND STORAGE TANK, PUMP STATION, AND WATER MAIN PROJECT (PROJECT NO. 2013 -04) SEPTEMBER 2014 ACSA PROJECT No. 2013 -04 b&U4 0 0 A Unit of Michael Baker international TAX MAP SHEET 272 Bendix Road, Suite 400 SUPPLY MAIN 093A1 CD PROJECT No. SDP 2014 -54 Virginia Beach, Virginia 23452 9 MAJOR SITE PLAN AMEND. TO SDP 1992 -4 Fax: n 75754636050370 PLAN & PROFILE - STA. 10+00 TO 13+96 079 OF 16 20' ACSA A3Landscape Easement (DB 4593,PG 303) Prop. Ground Storage Tank AACSA Easement (DB 4597,PG 747) TP Prop. Limits of Clearing Prop. 12" D.I.P. Water Main (Supply Main) 410 _ _ ................. -y- � -Y 400 390 :1 370 1, 350 340 330 DESIGNED: DRAWN: CHECKED: IMM _, ZMC 1 9/12/14 Service Auth6rity 2 11/04/14 TO ADDRESS 9/30/14 COUNTY SITE PLAN COMMENTS J LB 3 3/25/15 DESIGNED: DRAWN: CHECKED: IMM _, ZMC 1 9/12/14 TO ADDRESS 9/3/14 COUNTY SITE PLAN COMMENTS 2 11/04/14 TO ADDRESS 9/30/14 COUNTY SITE PLAN COMMENTS J LB 3 3/25/15 TO ADDRESS 12/11/14 COUNTY SITE PLAN COMMENTS CFV i N0. 1 DATE REVISION TAX , MAP 099A 1 -00 -00 -00400 TAX MAP 07900 -00 -00 -02590 RIVANNA VILLAGE LLC ROBERT D. LNENG000 (D.9. 4375, PG. 410) CAROL YN S. L/VENGOOD NS161H90RH000 UODEL DISTRICT (D.9. 575, PG. 609) VACANT RESIDENTIAL LAND NEIGHBORHOOD MODEL DISTRICT i TOTAL ACRES.- 43165 SINGLE FAMIL Y LAND TOTAL ACE-5- 3.0 SITE PLAN SUBMISSION ACSA PROJECT No. 2013 -04 CD PROJECT No. SDP 2014 -54 MAJOR SITE PLAN AMEND. TO SDP 1992 -4 Notes: 1. Contractor shall clear and grub the areas coincide with limits of permanent easements and /or public right —of —way or as designated on the drawings and portions of temporary easements as deemed necessary for the construction at no additional cost to the owner. 2. Contractor shall locate and� protect any underground utilities P%A 4�n 46,% n4^ P4 of nnna�r inn a� m Sh 1 0 o 0 .J 10' ACSA Temporary Easement (DB 4593,PG 286) TAX MAP 07900- 00- 00 -025AO RIVANNA VILLAGE LLC (D.9. 4375, PG. 410) NEIGHBORHOOD MODEL DISTRICT VACANT RESIDENT /AL LAND TOTAL ACRES- 527 N a) m N O O LO v N aD J t U t U M 0 GLENMORE GROUND STORAGE TANK, PUMP STATION, AND WATER MAIN PROJECT (PROJECT NO. 2013 -04) SEPTEMBER 2014 Michael Baker Jr., Inc. TAX MAP SHEET A Unit of Michael Boker /ntemationol DISCHARGE MAIN + �► 272 Bendix Road, Suite 400 093A1 1 0 Virginia Beach, Virginia 23452 Phone: 757- 463 - 050370 PLAN & PROFILE - STA. 0 +00 TO 5 +00 °'9 INTERNATIONAL Fax: OF 16 �fp 3-36-0 450 440 430 420 410 40C 39C 38( X7 </Ex. Shed 4- 15(, 6' Board EX Fence d EX. 0 Shed V) �E V) C) C) + Lo T 10' AP,SA Tempon A3 Easement (DB,'4593,PG 28 �01 A(DB TAX MAP 07900-00-00-025AO RIVANNA VILLAGE ZZC (09. 4375, PG. 410) NEIGHBORHOOD MODEL DISTRICT VACANT RESIDENTIAL LAND TOTAL ACRE5.• 527 .......... ........... .......... ... ....... .......... .......... .......... (-Y-Y-Y1Y-) ...... . . . . .......... . . .............. i. .. . ....... ... . . . . ..... ..... .. TAX IYAR 07900-00-00-02,580 I?OLqLrl?T D. 116NCOOD CAROZYN S. L16NGOOD (D B. 575, PG 609) NEIGHBORHOOD MODEL 015TRICT SINGLE FAMILY LAND TOTAL ACRES.• JO Iron Rod A3 Found Prop. 12" D.I.P. 10' ACSA Temporary Easement Water Main F(r)Q AROA Pr. 9RF;) vv Food (Grovel Appr&,., Location (Grove/ vewc fx. JO'Access Easement Y WC 7/ 1024 Pg. 127) \t. 00P 3 Ex. '1,0' Storm Draina de,,Ditch \(DBl 505,F'G5B1 Prop. Limits of Clearing (D Iron Ro,? --;� Fnlind 'I' 4:zh ---- - " Rood WATER MAIN f I Sta. GLENMORE WA Sf III . 7+98 A2 PLAN 12 x6" Tee ROUTE 1054 Scale: 1"=20' Horiz., (Conc. Anch.) .)J .......... ....... ... .......... . . ........ . . ...... . . .... .. Y-Y-r-Y-Y-Y-Y-Y-Y-Y . . . ..... .... ... .......... -C W C (1) i M E a € ( M C i > M II < Cn < < C4 X (n 8d LO . . .. . ....... . ...... 0 > 0 0 0 0 Ci CD 6 N L) C%4 04 U C) a X CD 0 C14 "I C*� Notes: 1. Contractor shall clear and grub the areas coincide with limits of permanent easements and/or public right-of-way or as designated on the drawings and portions of temporary easements as deemed necessary for the construction at no additional cost to the owner. 2. Contractor shall locate and protect any underground utilities prior to the start of construction. 3. Contractor shall relocate water service lines as necessary for installation of proposed fire hydrant. 4. Unless specified otherwise, Contractor shall locate all utilities in advance and adjust the water main elevation to maintain a minimum of 3-Feet of cover to existing or future grade (as shown) using pipe deflection in accordance with the specif ications. 00I r CHARLES FRAINK VOTAVA Lic. No. 034916 ZONAL W-0 . .......... . . . ...... . ..... .:...............w....... V....... ..._»....................,_.... .. . .. ......... ... Ex, 40 10 ........... ....... . . . . . . . . ... ..... ...... . ...... . ... . ....... ........ . .. . ....... . ......... . 6 P — ....... .. . ........ . ......... . ..... . .. ....... .. Prop. 12" D.I.P. Water Main Water Main ...... ...... Elev..=Unkno�wn ................ . . ........ ... . .... . . .... . ...... .... . ..... .. . ......... .... . . . ........ i ... . ... . . . ......... . .... ...... . . ....... r— .. . .... . ...... _7 00 M Cn i Co + + . . ............. . . .......... . . ...... . . ..... +1 + . ..... . ..... .......... 10 . . . ...... . . ..... .. . .... . ...... . ....... . .. . . ....... . . .. ............. . . .. . . ... . ........... . .. . . ..... . ........ . ...... ............ 7 8 9 .. ...... . ...... 5 6 PROFILE - ARn 440 430 420 410 400 f M 380 370 Scale: 1"=20' Horiz. 1 " =10' Vert. III -, III-; IIIIIIIOIII'I'�� IIIIII,I'I '', I-XI-I I''IIIIII-I IIIIII ... I''IIIII ... II'IIIk-A-A-A-AJ — SEPTEMBER 2014 GLENMORE GROUND STORAGE TANK, PUMP STATION, AND WATER MAIN PROJECT (PROJECT NO. 2013 -04) 1 9/12/14 TO AD)DRESS 9/3/14 COUNTY SITE PLAN COMMENTS SITE PLAN SUBMISSION Michael Baker Jr., Inc. TAX MAP SHEET DESIGNED: zMC otI A Unit a Michael Baker Intemati 01 0 2 11/04/14 TO 0DRESS 9/30/14 COUNTY SITE PLAN COMMENTS ACSA PROJECT No. 2013-04 272 Bendix Road, Suite 400 DISCHARGE MAIN 093A1 t DRAWN: JLB 3 3/25/15. TO ADDRESS 12/11/14 COUNTY SITE PLAN COMMENTS I —A-2-IIIA1vi Virginia Beach, Virginia 23452 079 11 Service Auth6n CID PROJECT No. SDP 2014-54 Phone: 757-463-8770 31 OF 16 CHECKED: CFV MAJOR SITE PLAN AMEND. TO SDP 1992-4 INTERNATIONAL Fax: 757-463-0503 PLAN & PROFILE S TA. 5+00 TO 8+ NO. DATE REVISION OAF I VQOT ROUP I TUBULAR 3 CONNECT TO EX. I WATER MAIN WITH X DARK R (MOUNTED ON t RECONNECT WATER SERVICE C RNER OF VAULT)3 `,RESTRAINED LONG SOLID SLEEVE LINE AND METER TO EX. 16" (TYP OF 2) WATER MAIN, AS NEEDED i 3 16 "x12" TEE AND VALVE f X 12" M.J. 900 BEND _ REMOVE, EX, VALVES _ -W AND WATER, MAIN AS ; NECESSARY. 'CAP AND PRESSURE REDUCING ABANDON EX. 8� VALVE VAULT; SEE °:: WATER MAIN_- ,�____ -w T - -- DETAIL THIS SHEET � -•� - -- tior r i �• Ex. End_Sec i I Ex. Inv. =41 r I � r r m i I w I r W c m I E ItI C) E-o / � I , m , , 1 i / f W. EX 18" RCP t t i t F') I n N Scale: 1"=10' Horiz. NOTES 1. ALL WATER MAIN JOINTS SHALL BE RESTRAINED. 2. PROVIDE RESTRAINED MJ VERTICAL BENDS AS NECESSARY TO MATCH EXISTING WATER MAIN ELEVATION. 3. PROVIDE TEMPORARY MAILBOX DURING CONSTRUCTION. ,LTH O''F// CHARLES FRANK VOTAVA ,o Lic. No. 034916�W 7/ 81 S ZONAL J cz Q0 3/" CORP. 2" BALL VALVES STOP (TYP. of 4) a.•.' ........:......4.. _ ....d ,.....:.............. d ,. d4 : ' W 4° ° e n NRS GATE VALVE (TYP. of 2) 8" FLxP'E PIPE 1" CORP. STOP 36 "06" ALUMINUM ACCESS HATCH (HALLIDAY SERIES 'W1 C') . d ALUMINUM �• ACCESS LADDER e v a d, .aa.4 d 161_0" �- 2" PRV (See Note #2) d d' G SLOPE TO SUMP LREDUCE PORTED ■. • : ADAPTER a 5,000 PSI REINFORCED CONCRETE d . d' 0- d •4 12" DIP A Q0 T dl ----WALL SLEEVE & SEAL (TYP.) 4 4 0 12 "x8" FL. REDUCER (TYP. of 2) 4" DIAM. PRESSURE GAUGE w/ GAUGE COCK (See Note #4) 30"x30" ALUMINUM ACCESS HATCH (HALLIDAY SERIES 'W1 C') 8" FLxPE PIPE —� 0 SLOPE TO SUMP a Q• /_ J.J. `L.) L U I /1JJ LIIVL•J* UNION 0 0 s FLOW 8" FLANGE ADAPTER :. a ,a 24, Q• d 4" GALV. VENT w/ SCREENED MUSHROOM CAP VDOT GROUP I TUBULAR I /MARKER (MOUNTED ON CORNER OF VAULT) (TYP OF 2) 3 A- 4 Q• •a 12 "x8" FL. REDUCER (TYP. of 2) ;d 0 70 _. d EXISTING GRADE t� III _• 4" DIAM. PRESSURE GAUGE w/ GAUGE COCK (TYP. of 6) i--12" DIP OUT STEEL PIPE SUPPORT (TYP. 6" MIN. #57 STONE of 6) 1'x1 a SECTION A —A W 4° ° e n NRS GATE VALVE (TYP. of 2) 8" FLxP'E PIPE 1" CORP. STOP 36 "06" ALUMINUM ACCESS HATCH (HALLIDAY SERIES 'W1 C') . d ALUMINUM �• ACCESS LADDER e v a d, .aa.4 d 161_0" �- 2" PRV (See Note #2) d d' G SLOPE TO SUMP LREDUCE PORTED ■. • : ADAPTER a 5,000 PSI REINFORCED CONCRETE d . d' 0- d •4 12" DIP A Q0 T dl ----WALL SLEEVE & SEAL (TYP.) 4 4 0 12 "x8" FL. REDUCER (TYP. of 2) 4" DIAM. PRESSURE GAUGE w/ GAUGE COCK (See Note #4) 30"x30" ALUMINUM ACCESS HATCH (HALLIDAY SERIES 'W1 C') 8" FLxPE PIPE —� 0 SLOPE TO SUMP a Q• /_ J.J. `L.) L U I /1JJ LIIVL•J* UNION 0 0 s FLOW 8" FLANGE ADAPTER :. a ,a 24, Q• d 4" GALV. VENT w/ SCREENED MUSHROOM CAP VDOT GROUP I TUBULAR I /MARKER (MOUNTED ON CORNER OF VAULT) (TYP OF 2) 3 A- 4 Q• •a 12 "x8" FL. REDUCER (TYP. of 2) ;d 0 70 _. d EXISTING GRADE t� III _• 4" DIAM. PRESSURE GAUGE w/ GAUGE COCK (TYP. of 6) i--12" DIP OUT WALL SLEEVE & SEAL (TYP.) i! 1 9/12/14 TO ADDRE -SS 9/3/14 COUNTY SITE PLAN COMMENTS 'SEPTEMBER 2014 3;; lnv :mill, • . ;ty <; DESIGNED: Z M C "'''4' "'' "'i`'-' 3 3/25/15 TO ADDRESS 11/24/14 VDOT COMMENT SITE PLAN SUBMISSION Michael Baker Jr., Inc. GLENMORE GROUND STORAGE TANK, PUMP STATION, AND WATER MAIN PROJECT (PROJECT N0. 2013-04) ACSA PROJECT No. 2013 -04 gym.. Service Auth6rity � «� A Unit of Michael Baker /ntemotionoi TAX MAP SHEET DRAWN: J LB «� '� 272 Bendix Road, Suite 400 PRESSURE REDUCING VALVE VAULT CD PROJECT No. SDP 2014 -54 Virginia Beach, Virginia 23452 093A1 12 Phone: 757 - 463 -8770 ETAI LS OF 16 CHECKED: cFV MAJOR SITE PLAN AMEND. TO SDP 1992 -4 Fax: 757 - 463 -0503 PLAN AND D 079 N0. DATE REVISION STEEL PIPE SUPPORT (TYP. 6" MIN. #57 STONE of 6) 1'x1 SUMP SUMP SECTION A —A 2" BY —PASS SHOWN OUT OF SECTION FOR CLARITY NOTES 1. 2" LINES PIPED WITH 2" PIPE & FITTINGS EXCEPT PRVs. 2. 2" PRV's SHALL BE CLA —VAL MODEL 90G -01 ASKC (30- 300psi RANGE) OR APPROVED EQUAL. 3. MAIN PRV SHALL BE CLA —VAL MODEL 90G- 01ABKC (30- 300psi RANGE) OR APPROVED EQUAL. 4. SIX (6) 4" ASHCROFT #1008 LIQUID FILLED PRESSURE GAUGES (0- 150psi UPSTREAM, 0- 100psi DOWNSTREAM) w /GAUGE COCKS, OR APPROVED IEQUAL 5. 2" BALL VALVES AND 3/4" CORPORATION STOP ARE TO BE BRASS AND RATED AT 300 PSI DESIGN PRESSURE. 6. ALL 2" PIPE TO BE STAINLESS STEEL. PRESSURE REDUCING VALVE VAULT NOT TO SCALE WALL SLEEVE & SEAL (TYP.) i! 1 9/12/14 TO ADDRE -SS 9/3/14 COUNTY SITE PLAN COMMENTS 'SEPTEMBER 2014 3;; lnv :mill, • . ;ty <; DESIGNED: Z M C "'''4' "'' "'i`'-' 3 3/25/15 TO ADDRESS 11/24/14 VDOT COMMENT SITE PLAN SUBMISSION Michael Baker Jr., Inc. GLENMORE GROUND STORAGE TANK, PUMP STATION, AND WATER MAIN PROJECT (PROJECT N0. 2013-04) ACSA PROJECT No. 2013 -04 gym.. Service Auth6rity � «� A Unit of Michael Baker /ntemotionoi TAX MAP SHEET DRAWN: J LB «� '� 272 Bendix Road, Suite 400 PRESSURE REDUCING VALVE VAULT CD PROJECT No. SDP 2014 -54 Virginia Beach, Virginia 23452 093A1 12 Phone: 757 - 463 -8770 ETAI LS OF 16 CHECKED: cFV MAJOR SITE PLAN AMEND. TO SDP 1992 -4 Fax: 757 - 463 -0503 PLAN AND D 079 N0. DATE REVISION 400 390 380 370 1 360 1 350 I DROP INLET i -1/2" DIA. PVC DRAIN • a d VAULT ACCESS DOOR PLAN VAULT NOTES 1. ALUMINUM SURFACES COMING IN CONTACT WITH MASONRY OR CONCRETE SHALL BE COATED WITH CARBOLINE BITUMASTIC OR 50 EQUAL. 2. FINAL GRADING AROUND VAULT SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ACCESS DOOR. 3. WHERE PIPES ARE INDICATED AS "FIELD CUT," DIMENSIONS SHOWN ARE APPROXIMATE. PIPE SHALL BE FURNISHED LONGER, AND CUT DURING INSTALLATION. 4. PRECAST CONCRETE VAULT REQUIREMENTS: A. TYPE A CONCRETE. B. THREE MAXIMUM NUMBER OF JOINTS ALLOWED, TO CONSIST OF BASE/WALL SECTION, MIDDLE SECTION, AND TOP /LID SECTION. WALL OF BASE /WALL SECTION TO BE MINIMUM OF 1 -FOOT ABOVE CROWN OF PIPE. C. JOINTS SHALL BE KEYED AND MASTIC TYPE ROPE SEALANT APPLIED AS, IMANUFACTURED BY MULTISEAL, INC. OR APPROVED EQUAL. D. FACTORY APPLIED EXTERIOR BITUMASTIC WATERPROOFING, MINIMUM DRY TIHICKNESS REQUIRED 9 -12 MILS. LO LO CL CL w; Z'M M II II o,0 a: > o z - Q C .................. X. GrG PROP. GRADE w :...:: :.:......:.....:..........::.:� ........ . ............................... __.......... �..... 10 0 10 20 Ft. VERTICAL SCALE: Me M'`wLnorn w „JOn(0 DESIGNED: ZMC DRAWN: J LB CHECKED: CFV �n 0 ~` =MMV) to to (0 ; co NfQ GLENMORE GROUND STORAGE TANK, PUMP STATION, AND WATER MAIN PROJECT (PROJECT NO. 2013 -04) ALTITUDE SUSTAINING VALVE VAULT ! AND PRESSURE STORMWATER PROFILE, & DETAILS N7 k II II II II i 0_ z I- ..o. ;.......�...o............o w > ?> > NO. Z z i VAULT ACCESS DOOR PLAN VAULT NOTES 1. ALUMINUM SURFACES COMING IN CONTACT WITH MASONRY OR CONCRETE SHALL BE COATED WITH CARBOLINE BITUMASTIC OR 50 EQUAL. 2. FINAL GRADING AROUND VAULT SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ACCESS DOOR. 3. WHERE PIPES ARE INDICATED AS "FIELD CUT," DIMENSIONS SHOWN ARE APPROXIMATE. PIPE SHALL BE FURNISHED LONGER, AND CUT DURING INSTALLATION. 4. PRECAST CONCRETE VAULT REQUIREMENTS: A. TYPE A CONCRETE. B. THREE MAXIMUM NUMBER OF JOINTS ALLOWED, TO CONSIST OF BASE/WALL SECTION, MIDDLE SECTION, AND TOP /LID SECTION. WALL OF BASE /WALL SECTION TO BE MINIMUM OF 1 -FOOT ABOVE CROWN OF PIPE. C. JOINTS SHALL BE KEYED AND MASTIC TYPE ROPE SEALANT APPLIED AS, IMANUFACTURED BY MULTISEAL, INC. OR APPROVED EQUAL. D. FACTORY APPLIED EXTERIOR BITUMASTIC WATERPROOFING, MINIMUM DRY TIHICKNESS REQUIRED 9 -12 MILS. LO LO CL CL w; Z'M M II II o,0 a: > o z - Q C .................. X. GrG PROP. GRADE w :...:: :.:......:.....:..........::.:� ........ . ............................... __.......... �..... 10 0 10 20 Ft. VERTICAL SCALE: Me M'`wLnorn w „JOn(0 DESIGNED: ZMC DRAWN: J LB CHECKED: CFV �n 0 ~` =MMV) to to (0 ; co NfQ GLENMORE GROUND STORAGE TANK, PUMP STATION, AND WATER MAIN PROJECT (PROJECT NO. 2013 -04) ALTITUDE SUSTAINING VALVE VAULT ! AND PRESSURE STORMWATER PROFILE, & DETAILS N7 k II II II II ^^ 0_ z I- ..o. ;.......�...o............o w > ?> > NO. Z z PROP. 18" CONC. . ...... .m .... ........ .....S O R9 .......PIPE OILF ® 2.2% SLOPE ........................ ___ A .... .. ................................... ....... r ....... . ....................... . ............... :.......... ... m ........ ........ . ...... ........ .. ........ ... ..................................... I.................. 80 100 20 40 60 3' M PROP. GRADE L-i GEOTEXTILE FABRIC (TYP.) 1' X 1' X 6” DEEP SUMP (TO BE PROVIDED BY VAULT MANUFACTURER) TOP ELEV = 376.5 7/8" PULLING IRON (TYP.) 699 a• 2" g FLOW 11239 MIN. FLOOR ELEV = 368 d FIELD INSTALLED FILL CONCRETE FLOOR 8" ALTITUDE AND PRESSURE SUSTAINING VALVE VAULT ASSEMBLY NOT TO SCALE STORM WATER PROFILE 80 200 20 0 20 40 Ft. HORIZONTAL SCALE: 400 390 KKlm 370 360 350 SECTION A -A (3000 P.S.I. CONCRETE) SLOPE TO SUMP (1/4" PER 12 ") BROOM FINISH GRAVEL SUBBASE VDOT NO. 57 STONE (6" MIN) 4" D FILLET SET CON MATERIALS LIST 10 8" CLA -VAL MODEL 210 -CV BCPRYKCKO ONE -WAY FLOW ALTITUD AND PRESSURE SUSTAINING VALVE OR APPROVED EQUAL. PROVIDE 4/4" RESERVOIR SENSING LINE AND CONNECT TO DOWNSTREAM 3/4' BALL VALVE. O2 8' -0" x 8' -0" x 5' -5" PRECAST CONCRETE VAULT �3 8" D.I.P., CL -52, P.E.xM.J. (FIELD CUT) ® 8" RESTRAINED FLANGED ADAPTER 5� WALL SLEEVE & SEAL ©4' -0" x 6' -0" ALUMINUM ACCESS DOOR BILCO JD -3AL (1120 LOADING) WITH RECESSED HASP FOR PAD LOCK DOOR TO BE DELIVERED TO VAULT MANUFACTURER TO BE CAST WITH STRUCTURE) O ALUMINUM LADDER ® 3/4" BALL VALVE �9 8" STEEL PIPE SUPPORT 10 3" PVC WALL SLEEVE FILL VOIDS WITH NON SHRINK GROUT) (VAULT MANUFACTURE TO PROVIDE) 11 8" GATE VALVE FLxFL 12 PRESSURE GAUGE W/ TRANSDUCER 1© MANUAL PRESSURE GAUGE 1' -0" DIA. NOTE: GUARD POSTS SHALL BE PRIMED AND PAINTED BY CONTRACTOR AS FOLLOWS: 1. PRIMER - DURACLAD PRIMER (ANY), 1 COAT 2. TOP COAT - DTM OSHA SAFETY BLUE, 1 COAT GUARD POST DETAIL NOT TO SCALE 4 �� OF � CHARLES FRANK VOTAVA �oL1c. No. 034916�W � 7/12/1 TONAL tf ,,3.w , ty Service Auth6ri DESIGNED: ZMC DRAWN: J LB CHECKED: CFV 1 9/12/14 TO ADDRESS 9 3 14 COUNTY SITE PLAN COMMENTS SITE PLAN SUBMISSION ACSA PROJECT No. 2013-04 CD PROJECT No. SDP 2014 -54 MAJOR SITE PLAN AMEND. TO SDP 1992 -4 el Baker er /ntJemotiononC ■r A�Uniho .. ' ,� a w 272 Bendix Road, Suite 400 Virginia Beach, Virginia 23452 Phone: 757 - 463 -8770 Fax: 757 - 463 -0503 GLENMORE GROUND STORAGE TANK, PUMP STATION, AND WATER MAIN PROJECT (PROJECT NO. 2013 -04) ALTITUDE SUSTAINING VALVE VAULT ! AND PRESSURE STORMWATER PROFILE, & DETAILS SEPTEMBER 2014 TAX MAP 093A1 079 SHEET 13 OF 16 NO. DATE REVISION ��0 3-30,� NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTESVILLE THREADS WHICH IS THE KENNEDY GUARDIAN (K -81A) LOCAL STANDARD. MIN. 1.5 " OVERLAY ASPHALT MUELLER CENTURION (A -423) CONCRETE SURFACE COURSE OR APPROVED EQUAL FINISHED GRADE TYPE (SNP. LENGTH OF BRANCH VARIES 6' MIN NOTES: ::> (270 °) 2' TO 10" EMSTINGPAVEMENT 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE APPROVED AIR /•<:. - SCREEN (SEE OF CONCRETE. RELEASE VALVE r' (NOTE 4) ...... " ".... " " "° "' " " " " °..... " "' " " " " " " "' 7 CU. FT. 18� VALVE BOX 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE ASPHALT iJiVC T a � RE E BASE COURSJE : '.. •.:. (g�3�IN�" TYPE (13M) :.:.• GRAVEL FIRE HYDRANT INCLUDING DITCHES 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE BRASS OR BRONZE PIPE BRONZE GATE TYPE I SIZE 21 A OR B AGG ':.��.. ', ;:,. �:.: �:�.' >. _,; ,...•.`' ���'� .. �" "�' �t \�. :,,;;;;:� ,, ,:.::� . `.�'�*,;.�,�;,•�,.; , � HYDRANT AND VALVE BOX. VALVE COMPACTED TO 100% MAX. DENSITY ' � ' "` 21AOR BUN 10' % ��/ ATOPT'IMUMMOISTURECONTENT I 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND / 6" GATE THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 36 "MIN `'s;:: ; e; a ,' . 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS I =1�. VALVE DRAIN TO GRADE !tee "�' SELECT Q �n�,Tt =R :At BENCH , WHERE WEEP HOLES ARE ABOVE THE PREVAILING IF POSSIBLE I% ��`" ' • °° • ' ° TEE GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET III -II, TYPE I CBR 30 i\ . ► I% ' -J t APPROVED �' ` � • AREAS THE WEEP HOLES SHALL BE PLUGGED AND THE _ BACKFILL 'TYPE L CRIB 30 COMPACTED TO 95 °10 HYDRANT SHALL B E PUMPED DRY. MAX. DENSITY AT OPTIMUM MOISTURE �, � ¢' � i- ® 2500 P.S.I. CONCRETE Q CONTENT ::::':: '..; .'u ► .;l -� .I I Ii i ,,� I I- _I I I -ITI BASE AND THRUST _ ,' PIPE BLOCK AGAINST BRICK SUPPORTS OR SOLID CEMENT BLOCKS SAA}I�ORNO.57STONE UNDISTURBED STABLE 0 0 0 EEDIatNO °1 --� SOIL. •Jv� MIN. TRENCH WIDTH TO SUPPORT STEEL PILE CRUSHED STONE 3/4 THREADED RODS TO MAIN IN ALL INSTALLATIONS. RODS - Q.D. +24 °( *) -TRENCH BOX SHALL BE GALVANIZED OR ASPHALT COATED. (WHEREVER IT TYPE "K" SOFT *FOR PIPE LESS THAN 12 "THE TRENCH MOTH MAY Bl;38 "MAXIMUM. WHEN THE SOIL IS DISTURBED OR IS NOT PRACTICAL TO USE THREADED RODS TO RESTRAIN COPPER VALVES ON THE END OF WATER LINES OR FIRE HYDRANTS, SEE UB -1 (ROAD AND BRIDGE STANDARDS VOLUME tl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� ADJACENT TO BELLS. 45° max 4) PROVIDE INSECT SCREEN AROUND OPENING OF AIR - RELIEF PIPE. ' ` ;' (SUITABLE FILL) - FOR 18" BEND USE 3 STRAPS L SHALL BE:� 24" (4" MAINS), \ AS SHOWN. -D 2 O.D. + 16 , {,.. .:;. >, w I » Q 7 PROP. D.I.P. WATER MAINI �� I �6 (6 -16 MAINS) �; }j 6" :'': .: 4 BARS © 12" ON CENTER ` DTI -- =- max e .. FOR 12 BENDS &LARGER B J - _ max° AIR RELEASE VALVE (ARV) �. 0. D. CONCRETE CLASS B I v PLUG r NOT TO SCALE 6 :' ... ° v I . �;.�. :. 95% COMPACTED BACKFILL ELEVATION ..: I NON -PAVED AREAS PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. NOTES: FLAT STEEL STRAP 1. NOT MORE THAN ONE HUNDRED (100) FEET OF TRENCH SHALL BE OPENED IN WIDTH = DIM. "F" FOR ALL BENDS FOR TEE OR WYE FITTINGS ADVANCE OF THE COMPLETED PIPE WHEN LOCATED ALONG STREETS OR HIGHWAYS„ AND NOT MORE THAN TWO HUNDRED (200) FEET AT OTHER LOCATIONS. THICKNESS OF 2. TRENCHES SHALL NOT BE LEFT OPEN OVERNIGHT. FILLET WELD STRAP = 1/4" FINISHED GRADE 3. TRENCH RESTORATION IN PAVEMENT SHALL BE IN ACCORDANCE WITH FIGURE 1 STANDARD HEX NUT WIDEN TRENCH TO (REVISED *) OF THE VDOT LAND USE PERMIT. 1/4" THICK _ _ _ _ _ ACCOMMODATE PLATE WASHER 45' ANCHOR IF . ';. 3 THREAD - min REQUIRED. min TRENCH RESTORATION - NON PAVED AREAS 1" NOMINAL INSIDE 3/4" ANCHOR BEDDING AS:.a ADJUSTABLE VALVE BOX W LID NOT TO SCALE DIAMETER EXTRA BOLTS REQUIRED I �' BINGHAM & TAYLOR FIG. NO. 4905 STRONG STEEL PIPE _ p = z (SCREW TYPE) OR APPROVED EQUAL z #4 BARS @ 12" PIPE BELL PLUG 2 CENTER FOR CONCRETE CLASS "B" z N 12" BENDS & 45. LARGER min min T FINAL GRADE SURFACE COURSE (A) SECTION T NOTE: STANDARD 90° HOOK ON END OF ANCHOR MIN. 1.5" BOLTS TO FACE CENTER OF BLOCKS. BASE COURSE (B) MIN. 6" AGGREGATE SUB BASE ((C) MIN. 6" A. SURFACE COURSE: 1.5" OF SM 9.5A. B. BASE COURSE: ASPHALT TO PROVIDE A SMOOTH RIDE AND NEATLY CUT EDGE AFTER BACKFILL IS PLACED MINIMUM 6" BM 25.0. C. AGGREGATE SUB BASE: 6" OF VDOT 21A STONE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY. D. SUB - GRADE: 95% COMPACTED. BEND PIPE SIZE BEND DIMENSIONS A TEES AND LUGS B PIPE C E D T ) E F BEND 4" & 6" 1' -9" 2' -3" 2' -6" 1 -'2" 2' -0" 1 -1 /4" 11 -1/4° 8" 2' -3" 3' -0" 2' -6" 1' -6" 2' -6" 1 -1 /4" 45 10" 2' -9" 3' -9" 2' -6" 2' -0" 3' -0" 2" 2.52 12" 3' -0" 4' -3" 3' -0" 2' -3" 3' -6" 2" 4" & 6" 2' -6" 3' -0" 2' -6" 1' -6" 2' -8" 1 -1/4" 22--1/2' 8" 3' -0" 42-31' 0.26 2' -6" 2' -6" 3' -3" 2" 2.16 10" 3' -3" 5' -0" 3' -0" 2' -9" 3' -9" 2" 12" 3' -9" 6' -3" 3' -0" 3' -6" 4' -3" 2" 4" & 6" 3' -0" 6' -0" 3' -0" 3' -3" 3' -3" 2 -1/4" 2.33 2.58 2.86 0.24 3' -8" 3' -9" 2 -1/4" 0.18 10 4'- 6 7 -6 3$-0$' 4$-,3p) 5'-0" 2-1/4" 12" 5' -3" 9' -0" 3' -3" 5' -0" 5' -9" 2 -1/2" SECTION 1 -1 SECTION 2 -2 - - - - M.J. GATE VALVE WATER LINE I. I 2500 P. S.I. CONCRETE 2'x 2' BEARING AREA. THRUST BLOCK CHART FOR UPPER VERTICAL BLOCKING NOTES: NOTES: 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE: CHANGES TH OF DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. p 1. LOWER BENDS SHALL BE SUPPORTED BY 2'x2'x8" THICK 2. USE 2,500 P.S.I. CONCRETE. o NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. CONCRETE PAD (CLASS "B "). 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. o r. CHARLES FRANK VOTAVR � CONCRETE BLOCKING FOR - �.bLic. No. 034916 W PAVEMENT - PARKING LOT UPPER VERTICAL BENDS W- Z CONCRETE THRUST BLOCKS iW 3� w TYPICAL GATE VALVE (W-5) NOT TO SCALE 3AI NOT TO SCALE �1- MNALly NOT TO SCALE NOT TO SCALE ZONAL � 1 9/12/14 TO ADDRES >S 9 3/14 COUNTY SITE PLAN COMMENTS DESIGNED: zMC SITE PLAN SUBMISSION Michael Baker Jr., Inc. GLENMORE GROUND STORAGE TANK, PUMP STATION, AND WATER MAIN PROJECT (PROJECT NO. 2013 -04) SIEPTEMBER 2014 Ity DRAWN: JLB A PROJECT No. 2013 -04 1i � •_ • � _ A Unit of Michoe/ Boker /nternotionol Service Auth6r TAX MAP SHEET 0 272 Bendix Road, Suite 400 CD PROJECT No. SDP 2014 -54 Virginia Beach, Virginia 23452 MISCELLANEOUS DETAILS o 93A1 14 CHECKED: cFV REVISION MAJOR SITE PLAN AMEND. TO SDP 1992 -4 Phone: 757 - 463 -8770 079 NO. DATE Fax: 757 - 463 -0503 OF 16 pfp 3" 30-15 DEGREE BEND DIMENSIONS TEES AND LUGS PIPE E VOL. T ) VOL. SIZE BEND CU. YD. CU.YD. L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 22 1/2 1.50 2.00 2.52 0.10 2.00 2.25 2.50 0.15 11 1/4-- 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 WATER LINE I. I 2500 P. S.I. CONCRETE 2'x 2' BEARING AREA. THRUST BLOCK CHART FOR UPPER VERTICAL BLOCKING NOTES: NOTES: 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE: CHANGES TH OF DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. p 1. LOWER BENDS SHALL BE SUPPORTED BY 2'x2'x8" THICK 2. USE 2,500 P.S.I. CONCRETE. o NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. CONCRETE PAD (CLASS "B "). 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. o r. CHARLES FRANK VOTAVR � CONCRETE BLOCKING FOR - �.bLic. No. 034916 W PAVEMENT - PARKING LOT UPPER VERTICAL BENDS W- Z CONCRETE THRUST BLOCKS iW 3� w TYPICAL GATE VALVE (W-5) NOT TO SCALE 3AI NOT TO SCALE �1- MNALly NOT TO SCALE NOT TO SCALE ZONAL � 1 9/12/14 TO ADDRES >S 9 3/14 COUNTY SITE PLAN COMMENTS DESIGNED: zMC SITE PLAN SUBMISSION Michael Baker Jr., Inc. GLENMORE GROUND STORAGE TANK, PUMP STATION, AND WATER MAIN PROJECT (PROJECT NO. 2013 -04) SIEPTEMBER 2014 Ity DRAWN: JLB A PROJECT No. 2013 -04 1i � •_ • � _ A Unit of Michoe/ Boker /nternotionol Service Auth6r TAX MAP SHEET 0 272 Bendix Road, Suite 400 CD PROJECT No. SDP 2014 -54 Virginia Beach, Virginia 23452 MISCELLANEOUS DETAILS o 93A1 14 CHECKED: cFV REVISION MAJOR SITE PLAN AMEND. TO SDP 1992 -4 Phone: 757 - 463 -8770 079 NO. DATE Fax: 757 - 463 -0503 OF 16 pfp 3" 30-15 7-1/4" 16_1/4" „ LUMINAIRE REQUIREMENTS 1. HOUSING AND BACK PLATE SHALL BE DIE CAST ALUMINUM, GASKETED, SEALED, AND UL APPROVED FOR WET LOCATIONS. PROVIDE AN ALUMINUM REFLECTOR. 2, REFRACTOR SHALL BE ONE PIECE, HIGH IMPACT RESISTANT, UV STABILIZED POLYCARBONATE. 3. PROVIDE HIGH POWER FACTOR, ELECTRONIC, LOW HARMONIC, UNIVERSAL VOLTAGE BALLAST. 4. FINISH COLOR SHALL BE DARK BRONZE. 5. FIXTURE SHALL BE WIDE DISTRIBUTION (WT) AND "FULL CUT -OFF" TYPE AS DEFINED BY ASHRAE 90.1 DETAIL BASED ON LITHONIA, "WST" SERIES TYPE LAMP # I LAMP TYPE LUMENS TILT LLF INPUT WATTS VOLTS MOUNTING Q 1 150W MH 7408 0° 1.0 175 120/277 SURFACE, WALL MOUNT 8' -0" AFF CUT -OFF WALL PACK STATISTICS Description Symbol Avg Max Min Max /Min Avg /Min SITE PLAN + 1.29 20.6 fc 0.0 fc N/A N/A ELECTRICAL LEGEND LIGHTING 4 WALL MOUNTED LIGHTING FIXTURE +X.X fc CALCULATION POINTS 1 9/12/14 TO ADDRESS 9/3/14 COUNTY SITE PLAN COMMENTS DESIGNED: ZMC Service Auth6rify 2_11/04/14 TO ADDRESS 9/30/14 COUNTY SITE PLAN COMMENTS DRAWN: J LB CHECKED: C FV N0. DATE REVISION oe SITE PLAN SUBMISSION ACSA PROJECT No. 2013 -04 CD PROJECT No. SDP 2014 -54 MAJOR SITE PLAN AMEND. TO SDP 1992 -4 \4 .......... l..\- \......\ \...� ' „ , " " \ 0.1 0.1 Qr.1 0.1 a01 r x' 0_.. 0 ... d D/ 0 0 '0.1 0 .1 O, ,,2 , 10". 2 01r_f +0 . l \ .� 0.1 0.1 0, 0.0 0 „`'::.f l . 7 2 0. 6 0.2 © 1 6.7 Z, PROPOSED DVP' „ , TRANSFORMER / + + +\ + + -..+.. + + PUP 0.0 0.0 X0:1 0.zp 0.9 4.7 12 0., 0.0 \ , „ ST/ DVP METER 0': 0 + 0.1 0.2 0. 6 1 .7 0.6 �.°dow ` , \0 +0..' 0 0 1 �r7 ` \ \\ 0 0 1 D 1 ae / „" 0�( 0.0 0 0,f�' 0�C1. as .. _...._ . ,:. 100 �, , �\,\ \_ \ \ f; • f \;: •rF N�''' CALCULATED LIGHTING LEVEL PLAN SCALE: 1 " = 20' -0" LIGHTING NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3000 OR MORE LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHT FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. Michael Baker Jr., Inc. A Unit of Michael Baker /ntemotiono/ 40 10 272 Bendix Road, Suite 400 Virginia Beach, Virginia 23452 Phone: 757 - 463 -8770 Fax: 757 - 463 -0503 \ I='\ \ \ I \ 'J �F I \ I \ F. \\ �i 4 a�g .. ......... ` a Y +,os , i i : ++ , { • 1 _. GLENMORE GROUND STORAGE TANK, PUMP STATION, AND WATER MAIN PROJECT (PROJECT N0. 2013 -04) LIGHTING PLAN ,TH OF CHARLES FRANK VOTAVA �oLlic. Nc. 034916�W J 8�1 y DNAL J SEPTEMBER 2014 TAX MAP SHEET ossa, 15 ors OF 16 Y, t? 5-5v -/�