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Home My WebLink AboutSUB201900150 Review Comments 2020-06-26 0F .1I1.4p4 County of Albemarle Department of Community Development Memorandum To: Earl Mottley, WW Associates From: Tori Kanellopoulos — Senior Planner Division: Planning Services Date: June 26, 2020 Subject: SUB201900150 — Stonefield Block— Easement and Subdivision Plat dated 08/16/2019 The County of Albemarle Planning Division will grant or recommend approval of the Final Plat referenced above once the following comments have been addressed: [Each comment is preceded by the applicable reference, which is to the Subdivision/Zoning Ordinances unless otherwise specified.] If no action is taken within 6 months of receiving these review comments, the application will be deemed withdrawn. Planning (Tori Kanellopoulos) 1. [14-203] Fees. Since this plat has been resubmitted as both an easement plat and a subdivision plat, submit the fee for easement plat and deed review ($817) along with the next plat resubmittal. Response: Check enclosed. 2. [14-302(B)(1)] Date. Revise the date based on the most up to date resubmittal: The date of drawing, including the date of the last revision. Response: Revise 6/1/2020 3. [14-302(A)(1)] Name of plat. Revise the name of the plat to include that it is also an easement plat, not just a subdivision plat. Response: Name revised. 4. [14-302(A)(9)] Building site note. Revise Note 7 on Sheet 1 to the following: New Parcel Block D-1 and the residue of Tax Map Parcel 061W-03-00-019A0 each contain a building site that complies with section 4.2.1 of the Albemarle County Zoning Ordinance Response: Note 7 revised per above. SUB201900150—Stonefield Block— Easement and Subdivision Plat dated 08/16/2019 Page 2 5. [14-302(A)(3)] Existing streets. Include the full language for the access easements and sidewalk maintenance easements for District Avenue per DB 4135 PG 221, which includes "Reserved for Dedication Upon Demand of the County." Response: Revised with full language. 6. [14-302(A)(4)(5)] Easements. Include the DB and PG for all existing easements on each sheet of the plat. For example, the DB/PG for the existing power easement, ACSA easements, and gas line easement are not consistently shown. Ensure the most recent DB/PG for each easement is shown. Response: Recording reference added to all existing easements. 7. [14-302(A)(4)(5)] Easements. Ensure consistency between the final site plan (SDP202000024) and this easement plat. a. The plat shows the existing ingress/egress access easement for Inglewood and Bond being adjusted; however, the final site plan shows the access easement for District being adjusted. b. The final site plan does not show the new easement for the filterra/SWM. Response: Plat and site plan are consistent. 8. [14-302(A)(4)(5)] and [14-303(E)] Easements and Dimensions. Full dimensions of the new ACSA water line easement do not appear to be shown. Response: All new easements have metes and bounds description. 9. [14-302(A)(4)(5)] Easements. Label sign easement as "new". Response: Now labeled "New Sign Easement" 10. [14-302(A)(4)(5)] Easements. Revise Note 6 to be "new" instead of"existing" ACSA easements. Response: Note 6 revised to new easement. 11. [14-302(A)(4)(5)] and [14-303(E)] Easements and Dimensions. Provide dimensions (metes and bounds) for all new and existing easements, including those being abandoned or adjusted. Response: All easements have metes and bounds. 12. [14-302(A)(4)(5)] Easements. Sheet 1 lists the following easements as"new", however they do not appear to be shown on the plat. Please clarify: new public utility easement; new public storm drain easement; and new sanitary sewer easement. Response: Legend updated. SUB201900150—Stonefield Block— Easement and Subdivision Plat dated 08/16/2019 Page 3 13. [14-430(B)] ACSA dedication. Include a note on the plat that public water and sewer facilities are dedicated to ACSA: The facilities to be dedicated and the easement to be established shall be set apart on the final plat and shall be identified by a note on the plat stating that the facilities are dedicated to, and the easement is established for, the service authority. Response: Note 6 edited to include above changes. 14. [14-317] The existing maintenance documents will need to be amended for the adjusted ingress/egress easement and sidewalk maintenance easement. a. Use the attached checklist when submitting maintenance documents per 14-317. Indicate where in the existing covenants or in the updated/amended covenant the requirements are being met. Response: Legal document to be submitted separately. 15. [14-431] The new SWM easement requires a deed, to be reviewed and approved by Engineering and the County Attorney's Office. Engineering staff will provide this deed. Response: Acknowledged. Engineering (John Anderson) 1. Provide metes and bounds for relocated Filterra, NE corner new block D1 (sheet 4 — similar to SWM easement linework on 11/10/11 WW Assoc plat, bk.-pg. 4135-222, 223). Response: Metes and bounds added to the description at top of Sheet 4. 2. Recommend remove (unless essential) what appears to be a flow line crossing offsite lots 62 -74, bearing generally N (sheet 2). Response: Removed. 3. Recommend remove duplicate N compass arrow (sheet 2). Response: Removed. 4. Note: It appears that District Ave. was established with public right-of-way (WW Assoc 11/10/11 plat; bk.-pg 4135-221, image below). Response: District Avenue was originally planned to be a VDOT maintained public street. This was later changed to be a private maintained public street. The plat was recorded prior to this decision. 5. Also: Item 1 requests metes/bounds similar to WW Assoc. line/curve tables that established SWM easements with 11/10/11 plat. Response: Metes and bounds added. SUB201900150—Stonefield Block— Easement and Subdivision Plat dated 08/16/2019 Page 4 Images: ref. Note and review item 1. above ._�. tan"."ha) 7A MILK..."'''n'cc."" a m\ Q `MP macarox �\ PARCEL 1 RESIDUE s •� e 1)c 1.2RA.127 SF aj 29.571 AC G E y PARCEL 1 ' :, I � I)I=e u n<auw. 6` II MAW W 1.288.127 SF r I : 115 j'�,' {.4� 29.AT1 AC g1, ii )0- _� �r F�,, til I 01 '.cSlag IMAM M i • II :Tr �'unvno9'n'RCOM,. so Irg I I , RI �. Rs Io I ecx� N99 a -/---.A�-. 1 ear .mo_°^�permyff'` tvlerr•_»kr- Al ii'§RF-ie T' li t31- .3} � -�r�w"-M7�- •I.'i I ES M .l I.' r v etl"I w la,.il Ci 93 2.T 7.63 tl) 3l HzI '' II mwn� I ,41 3 z _ AI E Olyy $iIw ase Ia?' fZo Z NEW 9.50'SIDLALN NCE EASEMENT; .@2I I � C... UREPONSERVE0[DAFNOOR ODFEDTHIGETOCOUNN Ir.. I NEW PPERMANENTl0 �LB � L17 ,.10.u. DRAINAGE ESVT N^Mid_ _L - 6air'1711'01E) ` :41 .1�a`-REI 17 SCkWRusnen F Vf _ RESERVED FOR DODSON ru W$MMI a i WRI' A l4a` 9 3.49i 71.XaFIC Ja.6t,ca9 - c2R� kjDy� �++� „- .Ngy w Si7 1 FT---- R30 t'.1-�//� R+I a n49 --— mE) s.sai 11 E ES' SSA 18. --- -- --s3sarliwess.7a '�' Ii z NEW SOAR INSTANCE ', I9P EASEWN7 RESERAO FOR NEW VARNRLE WIDTN DEDICATION UPON DEMAND SlAST E NANTENANCE O EASEMENT RESERJEO NEW PUBLIC FOR OED!GTgV UPON ii WATER WANIELENT R I COUNT OF 111E k c'3 t MARREN'NCE EASENEM v I H.OI NORTHROP GRUMMAN ' So 0 SECURITY RUNG n EASEMENT Y I (9,146 SF) VDOT (Adam Moore) 1. PENDING ACSA (Richard Nelson) 1. PENDING Please contact Tori Kanellopoulos in the Planning Division at vkanellopoulosalbemarle.org or 434-296-5832 ext. 3270 for further information. Asset Management and Car ital Budget 1.Water Source ' Program Year: 2021 2020 Dollars Condition Critical Replacement Total Description Model d Year Estimated (14) (1-) Remaining Number I Cost Each Replacement Location Equipment (Including Material Type) Serial# Installed Age Years Life Years 1=Best 1=Least Life Years Each Unit Cost Notes and Assessment Data Raw Water Intake Removable intake screen Galvanized steel 2021 0 35 W 4 35 1 $0 Motor actuator for slide gate 2021 0 10 1 4 10 1 $9,000 $9,000 Access platform grating Aluminum 2021 0 35 1 4 35 1 $20,000 $20,000 Handrail Aluminum 2021 0 35 1 4 35 1 $10,000 $10,000 Instrumentation& Control/SCADA N/A 2021 0 5 1 4 5 1 550,000 $50,000 Mechanical HVAC Equipment N/A 2021 0 15 1 4 15 1 S 10,000 $10,000 60 HP Raw Water Vertical Turbine Pump Assembly Cast Iron 2021 0 10 1 4 10 - 2 $79,000 $158,000 Emergency Diesel Generator Kohler 350REOZJ,350 2021 0 20 1 4 20 1 $70,125 $70,125 KW,3PH,4W,480/277V Intake well 9'dia x 21'deep,200 pal. 1956 65 80 2 4 - 15 1 $100,000 $100,000 Raw Water PS CMU Pump House CMU 1956 65 100 2 4 35 1 $21,250 $21,250 Monorail hoist w/Ibeam rail Steel 1996 25 50 2 3 25 1 $0 Transmission Main Transmission piping to WTP 10"DIP,3,600 LF 1956 65 100 2 4 35 3600 $110 $396,000 Precast Concrete Valve Vault w/Appurtenances Concrete 2021 , 0 100 1 3 100 1 $60,834 $60,834 Includes excavation and aggregate 8"Check Valve Cast Iron 2021 0 35 1 4 35 2 $1,500 $3,000 8"Plug Valve Cast Iron 2021 0 35 1 • 4 35 2 $1,525 $3,050 10"MI Plug Valve w/Valve Box Cast Iron 2021 0 35 1 4 35 1 $5,890 $5,890 6"M J Plug Valve w/Valve Box Cast Iron 2021 0 35 1 - 4 35 2 $2,525 $5,050 6"Flanged Check Valve Cast Iron 2021 0 35 1 4 35 1 $1,940 $1,940 600 Amp Enclosed Circuit Breaker N/A 2021 0 20 1 4 20 1 $2,000 $2,000 Surge Protection,Service N/A 2021 0 20 1 4 20 1 $1,200 $1,200 CT Cabinet N/A 2021 0 20 1 4 20 1 $5,950 $5,950 Generator Feeder 350 KCMIL, XHHW N/A 2021 0 , 20 1 4 20 3 $1,123 $3,369 ,CLF Enclosed Starters N/A 2021 0 20 1 4 , 20 3 $2,825 $8,475 Panel HV N/A 2021 0 20 1 4 20 1 $5,200 $5,200 Dry Type Transformer N/A 2021 0 20 1 4 20 1 $3,875 $3,875 Panel LV N/A 2021 0 , 20 4 20 1 $3,700 $3,700 NEMA Size 3 Starters N/A _ 2021 0 20 4 20 3 $3,515 $10,545 TOTAL $ 968,453 00 - Condition= _ I=Excellent=New or Rebuilt 2=Good=Performing well no issues 3=Fair=Some problems at end of working kfe _ 4=Poor=Needs Replacement Sources _ - Estimated Life-Industry standards and expenence.Some items may exceed life/some will need replacement poor to life end. Replacement Cost-Invoicing records and once quotes I I I 1 WTP Asset Inventory-VDH Template Format.xlsx Water Source