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Home My WebLink AboutSDP201300025 Plan - Revision Letter of Revision 3 2018-03-08C'rrctiatj of Albemarle Canso-vation Plan Checklist -To be lrluced on fm ndsctpe Pl ins (Handbook, tris 111-2ti441 L-2'37 toi- contirlete specifications) i, '1'lc f<rliowin = rtCtrrs ~!tall ire slttrratt ern tha Lrian: Trees to ba. saved. Limits o! c.lc n art, (oraside €{r iplinr ortrees to he saved); Lf Location and type of protective. feneinl 0, Grade Changes requidn" tree wells rjr Walls; Q Proposed trenching or tunneling bc<yond the limits ofctett'ita r+, L All ire s ttr be ,avud sh:dl ba nterrkCd with lariat nr° ribbon at a hL'igiu clearly visible to eguipnrertt olrertttors. - LI No grading Aialt beg, in Linin (tic tree rnarkirr;g_ has been inspec Led and approved by a Count inspector, 3, Pre -Construction C.unferetrce: 0 Tree preservation and protection nauasures shall be rtiviewed with the contractor on site; 4, Fouipallent O eration ani! Star x rc: Heavy equipment, vehicular trat`!£c andstorage uPconstruction materials including soil shat! net be pernutted within.thc; dripliaes ni rites to be saved. $, -5rail L`.r'Usit)n anC1 ., ttrrin 4Y`sttCt' I)elyndolk I)C.4tt'CS: Q Such devices shall not adversely affect trees to be saved. 6, Frrs:s. ® Fires are not.pmnitted within 100 feet et th<. dripline of trees tube saved. 7. T0xr4 Mater rail: Toxic materials shedl not bo stored within !00 feet of the clripline of trees to be saved, S. Prnfecfive Feuutn �: 'Frees to be roained within 40 Feet of a proposed bantling Or gradin activity shall lie protcmd by. Fencing. Q Fencing shall be in place and shall be inspected and approved by a C"ounty'linpee.tor prior to grading ur coitsttltctiorr, 9. Tree Wells �111ell the ground level must be nrised within the di'ipline of a tree to be saved, a tree Well slnit be provided and £t construction detail submitted for approval. 111. Tree 4yalls:. 0 When the ground level must be lowered within the di ipline a tree: to be saved; a tree wall shalt be provided; and a construction detail submitted for approval, I1. 'i'rertcltln*= and "Iunncliu r: � 4�fhcu trenching ss rccluired r�ithita titC tur,rts oP`c,lcarirtg. tt shah. be dome zts far awtry-from tire: trunks i5t"trees as tronhible. 7unne(ing under a laige tree shall be considered as ,in alternative when it is anticipated that necessary trenching will destroy lbedu roots. 12, Clcarru =ctive fencing shall be the last items removed during the final cleanup: 13, Wena feted Trees: I Damaged trees shall be treated immedkiwly by pruning, fertilization or other methods ruaonrutetait is by a tree specialist. NOTEIT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR C N TREE. C:(}N"iERVo17ION ,14f's, U, I R E"M EN'1`S, '2,, 0S�`NLR SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 511/06,Page 1 of Z FIN L ITE EVELOPMENT PL N FOR CASCADIA m BLOCKS 4 N 7 TM 62, PARCEL 25 0 1 1 0 0 iji�llexnml1_2_014 LL,- & TAI TM 78E, PARCEL H1 = :LA • Curve Radius Tangent Length Delta Chord Chord Bear. C1 175.00 9.65' 19.29 67856" 19,28 -§-2'6'0123 W C2 35.00 33.50 53.44 87'2912 48.40 S 20'52 55 E C3 540.00 56.77 113.12 1200 07 112.91 -R-70 '37 51 W C4 35.00 29.63' 49.18 803010 45.23 N 63'07 02 E C5 225.01 12.41 24.79 6"18 47 24.78 N 26'01'24 E lj C611472.40'1157.98 L16 S 03'27 49' W 314.76 1 1214'54" 314.16 N 13'34'20 E Course Bearing Distance Lt S 76'09'34" E 71.47 L2 N 8218'49" E 18.27' L3 N 55'47'11 E 24.40 L4 N 54'3417 E 51.77 L5 N 63'5310 E 24.62 L6 N 78'35 38 E 53.53 L7 S 88'54'21" E 14.91 L8 ! 54'53'41" E 54.57 L9 S 43'08'13" E 141.55 L10 S 5342'27" E 102.87 L11 S 17'4615 E 166.27 L12 S 10'30'18" W 81.51 L13 S 26-34'07" E 85.75 L14 S 11'11 50 E 193.39 L15 S 42'58'15" E 44.97 L16 S 03'27 49' W 97.27 L17 S 35'13 55 E 69.16' L18 IS 20'38'22" E 65.59 L19 IS 02'4516 W 89.84 L20 I S 39-49'04" E 53.80 L21 S 39'49 04 E 13.70' L22 S 25'01 39 W 266.18 L23 N 64'58'21" W 192.44 L24 N 64'58 21 W 347.14 L25 S 49'20 31 W 113.71 L26 S 22'51 58 W 53.92 L27 N 22'51'58 E 61.25 L28 N 13'32'4T E 64.09 L29 N 64'58 '21W 322.64 L30 N 4011'58- E 1 53.79 L31 N 38'24 58" E N 07'0910 *181.21'L32 E L33 N 141904 E TMP 78E -H FONTANA LAND TRUST-, CASON FARM RD. TMP 62--25C TMP 62-25C1 BROADUS MEMORIAL BAPTIST CHURCH L2 L6 L �8 DB 1109 SPC 353 Ll DB 1078 PC 97 NAIL SET IN 10' PRIVATE EASEMENT WOOD BRIDGE S89'14'19" E TO BROADUS CHURCH PROPERTY 194.32' DB 3662 PG 444 0 �� 5782051E 123 �? ;; \ '�� TMP 62-26 _ 10.17 TpTgl rQ CASON, 793 PC1 WILLIAM6 DB 7� 00 r - - CN z I L12 0 1 I MON. FOUND TMP 62-25 TMP 78-59A y � � x '1 `. ti N I I 20' SANITARY SEWER EASEMENT o DB 3662 PG 444 I rn -n I n � 20' SANITARY SEWER EASEMENT +� DB 3662 PG 444 I------ r CASCADIA DEVELOPMENT, LLC - �> "PARCEL TWO" TMP 78-59 _j TMP 78-59A TMP 62-25 c'o DB 4209 PC 088-/.... <<'� NF @ 18" POPLAR-/ 55.266 OPLAR 55.266 ACRES (TOTAL) j -NEW PERMANENT - DRAIN. EASEMENT `_ QB 2436 PG 623 1 29 20' RWSA ESMT. DB 859 PG 53 DB 742 PG 195, 197 PLAT \ TMP 78-57A KMH PROPERTIES LLC DB 3222 PC 519 i 918, CASCADIA DEVELOPMENT, "PARCEL ONE" TMP 78E -H1 DB 4209 PC 088 5.506 ACRES Pow NI�9 1 "��lY TMP 78E -H FONTANA LAND TRUST TMP 78-59 N69:39 .60, �(014Z) TMP 78E -H FONTANA LAN1D ; 1 12�, TRUST 196 =_-TMP 78E-C- FONTANA OWNERS 3 ; ASSOCIATION, DB89I 6PC 281 ��NT`�N�4 S, I 1�� 100' VIRGINIA ELECTIRC & U8� f�ISION DB269 PG POWER COMPANY EASEMENT SEE ALSO DB 867 PG 337 /1" Ln 0 N vi (A C M -F�- O CID co TMP 78-57 PANTOPS-LAKERIDCE LL DB 2805 PC 70 03-08-2018 Summary of Letter of Revision: 1) Removal of Single Family Detached dwelling on Lot 103 and replacing it with a duplex unit, known as lots 103 and 103A. See Sheet SP9. 2) Eliminate one lot out of the 8-plex Townhouses on lots 133-140 to create a 7-plex. There is no change in density. See Sheet SP9. 3) Applicable Ordinance computations updated on Sheet SP2. 4) The tot lot in Summit Park has been revised to include additional areas as shown on Sheet SP10. 5) A note has been added to Sheet SP9 to indicate the ADU for -sale offering timeframe requirement of Proffer 1C for lots 133-140 has been met. 41�� SPI Cover Sheet SP2 Notes, Abbreviations, & Legend a ' n e e lopment Tables SP4 Existing Conditions SP5 Subdivision Overview SP5A Building Block / Phasing Plan SP6 Site Plan SP6A Letter of Revision 1 SP7 Site Plan CSP79Site Plan Plan SP12 Site Plan "3P i3 f�' rl ri a'� i if £ 3 .,1 I o ,,c P logia £ £t Lane £_3 R I��,1 t t_f �C �r� <�f...q5 ?.�q [<"-.{ w £.! i £ .� t A B�y�L £ £..��F,tjr`t X16 ...,�Bi£ � ..R Av... r r, -0 � Plan E SP21 ,lir `,td ,P $€ i1. !r,.: v0 ajPs, i l .•: g{3''+q } 0,22 R Ja .,..., d IcA •.3 5.,.:� S eY ,.s ms/ :t Al 1 SP23 Sanitary Sewer Profiles SP24 Sanitary Sewer Profiles SP25 Sanitary Sewer Profiles SP26 Storm Sewer Profiles SP27 Storm Sewer Profiles SP28 Storm Sewer Profiles SP29 Storm Sewer Profiles SP30 Storm Sewer Profiles and Details SP31 Storm Sewer Calculations SP31 A Storm Sewer Calculations / Hydrant Flow Test SP31 B Sanitary Sewer Calculations SP32 Storm Sewer Drainage Areas SP33 Storm Sewer Drainage Areas SP34 Landscape Plan Notes and Details SP35 Landscape Plan SP36 Landscape Plan SP37 Landscape Plan SP38 Landscape Plan SP39 Landscape Plan SP40 Landscape Plan SP41 Landscape Plan SP42 Proffers / Sight Distance Profiles SP43 Details SP44 Details SP45 Details CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE' AUTHORITY ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION FIRE AND RESCUE k C 0 'E E 0 W ()/ W 1 A 37F E E I z�I d+I col C,2 OE z O w f --a F�--I U U `� O U U U U m z a l sR 1 W O 1 LL F1 J � DOM. PROJECT NO:12.006 INDEX TITLE: spt SHEET NO: 1 OF 48 DATE: 04/20/13 a Q � W W � O I� Q W J F� H W W 2 to DOM. PROJECT NO:12.006 INDEX TITLE: spt SHEET NO: 1 OF 48 DATE: 04/20/13 SITE DATA & GENERAL NOTES --Lot Regulations (in ABBREVIATIONS 50 Feet LEGEND I of Width Front Build -To Line Minimum Side SITE DATA OWNER GENERAL CONSTRUCTION NOTES: 60+ GENERAL 5 10 EXIST PROP DESCRIPTION EXIST 10-30 PROP DESCRIPTION REDUS VA HOUSING, LLC. 1. Prior to any construction within any existing public right-of-way, including connection to ABAN ABANDON(ED) MAX MAXIMUM N/A PROPERTY LINE x 125 TC TOP OF CURB ELEVATION 170 SOUTH PANTOPS DRIVE any existing road, a permit shall be obtained from the Virginia Department of 4 15 Non -Residential N/A 1-15 4 15 9.0 0 0 CHARLOTTESVILLE, VA 22903 Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of ADJ ADJUST MIN MINIMUM Block 7 ADJACENT PROPERTY LINE � ' ._' •: x 125 BC BOTTOM OF CURB ELEVATION 0 0 the permit. Where any discrepancies occur the requirements of the permit shall govern. AHD AHEAD MON MONUMENT CONCRETE UNDERGROUND TELEPHONE LINE DRIVEWAYS: 0.820 ACRES VDOT standard PE -1. EXIST EXISTING SWLL SOLID WHITE LANE LINE DEVELOPER: 2. All materials and construction methods shall conform to current specifications and activity commences. -s- SIGN - - - - - VACATED PROPERTY LINE x 125 FL FLOW LINE ELEVATION REDUS VA HOUSING, LLC. standards of VDOT unless otherwise noted. APRX APPROXIMATE NIC NOT IN CONTRACT FIFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED - plans shall be null and void. 170 SOUTH PANTOPS DRIVE 3. Erosion and siltation control measures shall be provided in accordance with the roved p pp TC TOP OF CURB 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform EASEMENT = x 125 EOP EDGE OF PAVEMENT ELEVATION TS TOP OF SLOPE erosion control plan and shall be installed prior to any clearing, grading or other BC BACK OF CURB NTS NOT TO SCALE 10. Traffic control or other regulatory signs or barricades shall be installed by the developer IS IRON SET TYP TYPICAL CHARLOTTESVILLE, VA 22903 construction. FENCE 0 SEWER MANHOLE order to provide safe and convenient access. BUILDING SETBACK x 125 SPOT ELEVATION The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. BFE BASEMENT FLOOR ELEVATION OC ON CENTER LOD LIMIT OF DISTURBANCE VESCHVA. E&S CONTROL HANDBOOK 12. VDOT standard CD -1 or CD -2 cross -drains to be installed under the subbase LEGAL REFERENCE & SOURCE OF TITLE: 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, - - material at all cut and fill transitions and grade sag points as shown on the road profiles. LF LINEAR FEET BUILD TO LINE x 125TWTOP OF WALL ELEVATION DB 4076-573 lesser slopes of 3:1 or better are to be achieved. BIT BITUMINOUS OH OVERHEAD " accordance with VDOT's video camera inspection procedure and with a VDOT or County UTILITY 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of theBK inspector present. WATER METER X r.. ZONING LINE x 125BWBOTTOM OF WALL ELEVATION MAGISTERIAL DISTRICT, RIVANNA County Engineer, VDOT, or designee, it is deemed necessary in order to stabilize a drainage BLOW OFF ASSEMBLY BACK PE POLYETHYLENE 12 CONTOUR acv conference, one week prior to the commencement of land disturbing activity, and one week CO channel. BM BENCHMARK PERF PERFORATED ZrJ2 2. ® TEST PIT LOCA110N/BORING LOCATION SOURCE OF BOUNDARY SURVEY: DOMINION ENGINEERING 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic minimum standards and specifications of the Virginia Erosion and Sediment Control LIMIT OF DISTURBANCE Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control DI DROP INLET SCC STORMWATER CONVEYANCE CHANNEL Control Devices. BS BOTTOM OF SLOPE PROP PROPOSED 3. All erosion and sediment control measures are to be placed prior to or as the first step in DIP DUCTILE IRON PIPE BENCHMARK SOURCE OF TOPOGRAPHY, LOUISA AERIAL SURVEYS 03/12/03. FIELD VERIFIED BY DOMINION ENGINEERING 7/13/12. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. ELEC ELECTRIC STIR DRAINAGE STRUCTURE 5. - - FLOODPLAIN LIMIT FIRE HYDRANT TSV TAPPING SLEEVE & VALVE U (including, but not limited to, off-site borrow or waste areas), the contractor shall submit a 9. All excavation for underground pipe installation must comply with OSHA Standards for CB CATCH BASIN PRVD PROVIDED VAN -ACCESSIBLE HANDICAP PARKING El • IRON FOUND THIS PROPERTY DOES NOT APPEAR TO BE LOCATED WITHIN A FLOOD PLAIN. IT APPEARS TO UE IN ZONE X the Construction Industry ( 29 CFR Part 1926). WL WATER LINE 6. The contractor is responsible for installation of any additional erosion control measures z 8Z BUFFER ZONE necessary to prevent erosion and sedimentation as determined by the plan approving F&G AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM MAP #51003CO287D DATED FEBRUARY 4, 2005 10. All retaining walls are subject to separate permit approval. CG12 ACCESSIBLE CURB RAMP PWW PAVED WATER WAY RMA 7. All disturbed areas are to drain to approved sediment control measures at all times during GT GREASE TRAP WV WATER VALVE 11. Some lots may experience water pressures in excess of 80 psi. land disturbing activities and during site development until final stabilization is achieved. GV GATE VALVE 6"V 6" VALVE ---- RMA - RESOURCE MANAGEMENT AREA O UD UNDERDRAIN 9. The contractor shall inspect all erosion control measures periodically and after each runoff HDPE CENTER LINE RCP REINFORCED CONCRETE PIPE RPA W THIS PROPERTY IS NOT LOCATED WITHIN A RESERVOIR WATERSHED. INV INVERT 10. All fill material to be taken from an approved, designated borrow area. RPA - RESOURCE PROTEC11ON AREA 11. DRAINAGE LINE W GENERAL CONSTRUCTION NOTES FOR STREETS: CL CHAIN LINK REM REMOVE 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning BENCHMARK(S): TOP OF EXISTING SANITARY MANHOLE "EX -1" ON SOUTH END OF SITE = 393.94 1. Construction inspection of all proposed public roads within the development will be made by VDOT and the CMP CORRUGATED METAL PIPE REQD REQUIRED "RD All inert materials shall be transported in compliance with section 13-301 of the Code of ARCHITECTURAL REVIEW BOARD NOTE ROOF DRAIN County. The contractor must notify the Department of Community Development (296- O 14. - EDGE OF GRAVEL 15. the hours of 7: OOam to 9:00pm. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral 2. SITE GRADING SMALL MAINTAIN THE BASIC RELATIONSHIP OF THE SITE WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY 5832) 48 hours in advance of the start of construction. CONC CONCRETE RET RETAIN EDGE OF PAVEMENT EXISTING TERRAIN. FINAL GRADING SHOULD ACHIEVE A NATURAL, RATHER THAN ENGINEERED APPEARANCE. SEWER LINE 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results CY CUBIC YARDS RT RIGHT cc -2 " STANDARD 6 CURB W TD TRENCH DRAIN shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, C/C CENTER TO CENTER R/W RIGHT OF WAY WATER LINE THIS PROPERTY IS ZONED: NMD a revised pavement design shall be made by the design engineer and submitted with the test C .. Cc -3 STANDARD 4" CURB Table E - Table D --Lot Regulations (in feet) 50 Feet Unit Type I of Width Front Build -To Line Minimum Side Setbacks Rear Single Family 60+ 15-30 5 10 Single Family < 60 10-30 3 10 Townhouse 16'-35' 5-25 3 10 Multi -Family N/A 1-15 4 15 Mixed Use N/A 1-15 4 15 Non -Residential N/A 1-15 4 15 Table E - Maximum Building Heights Blocks 1 & 3 AND USE 50 Feet Block 2 Block 38 Feet Blocks 4-7 Footages and Densities by Use by Block 38 Feet GROSS RESIDENTIAL DESNSITY. 4.00 UNIT/ACRE (AREA USED TO COMPUTE DENSITY DOES NOT INCLUDE THE FUTURE DEVELOPMENT AREA) PROPOSED ADT: 2,884 VPD BLOCKS 1-3 ADT = 120 SFD&SFA +5,000 SF OFFICE = 1,424 VPD BLOCKS 4-7 ADT = 146 SFD&SFA = 1,460 VPD ITE MANUAL: USE CODE 210 SFD 10 VPD/UNIT ITE MANUAL: USE CODE 710 44.7 VPD/1,000 SF PROPOSED USE: TOWNHOMES (58 UNITS) & SINGLE FAMILY DETACHED (86 UNITS) & DUPLEX (2) LL-dOP NTF) TABLE B - BLOCK AREAS AND USE DENSITY PER CODE OF DEVELOPMENT Block Estimated Block Min/Max Square Footages and Densities by Use by Block Size (in Acres) Min. Residential Max. Residential Max. Residential Dwelling Units Dwelling Units Density per Acre Min. Non -Residential Max. Non -Residential Sq. Ft. Sq. Ft. Block 1 10.27 10 40 3.9 5,000 18,000 Block 2 14.51 75 150 10.3 0 0 Block 3 4.40 10 70 15.9 0 0 Block 4 1.83 0 10 5.5 2,000 5,0010 Block 5 2.23 5 20 9.0 0 0 Block 6 19.57 25 65 3.3 0 0 Block 7 7.63 25 65 8.2 0 0 GROSS RESIDENTIAL DESNSITY. 4.00 UNIT/ACRE (AREA USED TO COMPUTE DENSITY DOES NOT INCLUDE THE FUTURE DEVELOPMENT AREA) PROPOSED ADT: 2,884 VPD BLOCKS 1-3 ADT = 120 SFD&SFA +5,000 SF OFFICE = 1,424 VPD BLOCKS 4-7 ADT = 146 SFD&SFA = 1,460 VPD ITE MANUAL: USE CODE 210 SFD 10 VPD/UNIT ITE MANUAL: USE CODE 710 44.7 VPD/1,000 SF PROPOSED USE: TOWNHOMES (58 UNITS) & SINGLE FAMILY DETACHED (86 UNITS) & DUPLEX (2) LL-dOP NTF) PROPOSED BLOCK AREAS AND USE DENSITY Block Estimated Block Size (in Acres)Residential Min/Max Square Footages and Densities by Use by Block Residential Non -Residential Dwelling Units Density per Acre Sq, Ft. Block 4 1.74 0 0 2,400 Block 5 2.49 20 8.0 0 Block 6 18.59 61 3.3 0 Block 7 8.77 65 7.4 0 GROSS RESIDENTIAL DESNSITY. 4.00 UNIT/ACRE (AREA USED TO COMPUTE DENSITY DOES NOT INCLUDE THE FUTURE DEVELOPMENT AREA) PROPOSED ADT: 2,884 VPD BLOCKS 1-3 ADT = 120 SFD&SFA +5,000 SF OFFICE = 1,424 VPD BLOCKS 4-7 ADT = 146 SFD&SFA = 1,460 VPD ITE MANUAL: USE CODE 210 SFD 10 VPD/UNIT ITE MANUAL: USE CODE 710 44.7 VPD/1,000 SF PROPOSED USE: TOWNHOMES (58 UNITS) & SINGLE FAMILY DETACHED (86 UNITS) & DUPLEX (2) LL-dOP NTF) " P -D L ME IT"(SF) % LOTS 0 0 16.333 ACRES 26.8 PUBLIC R/W DEDICATED 0 0 0.538 ACRE 0.9 (STATE. ROUTE 20) Cc -7 OR REFERENCED IN THE RECORDED EASEMENT. 4. PUBLIC R/W 0 0 6.997 ACRES 11.5 (INTERNAL) will be field verified at the time of construction. Additional guardrail may be required at 4. CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER PRIVATE ALLEY R/W 0 0 0.256 ACRES 0.4 FUTURE DEVELOPMENT AREA 0 0 24.280 ACRES 40.0 NEIGHBORHOOD CENTER PARK 0 0 1.459 ACRES 2.4 OPEN SPACE 60.772 ACRES 100 10.909 ACRES 18.0 TOTAL 60.772 ACRES 100% 60.772 ACRES 100% IMPERVIOUS AREAS: 5. Where urban cross sections are installed, all residential driveway entrances shall conform UNDERGROUND ELECTRIC ROADS/PARKING AREAS: 4.230 ACRES QLD LOADING DOCK to VDOT CG -9(A, B or C). CONCRETE WALKS: 1.387 ACRE EXISTING SWEL SOLID WHITE EDGE LINE 6. PROPOSED BUILDINGS: 4.095 ACRES 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of ucT UNDERGROUND TELEPHONE LINE DRIVEWAYS: 0.820 ACRES VDOT standard PE -1. EXIST EXISTING SWLL SOLID WHITE LANE LINE PARKING TABULATION FOR SINGLE FAMILY DETAC REQUIRED PARKING: 2 SPACES PER UNIT 86 UNITS X 2 SPACES PER UNIT = 172 SPACES 172 PARKING SPACES PROVIDED PARKING TABULATION FOR TOWNHOUSES: REQUIRED PARKING: 2 SPACES PER UNIT PLUS 1 SPACE PER 4 UNITS FOR GUEST PARKING 60 TOWNHOUSES X 2 SPACES + 60 TOWNHOUSES X (1 SPACE/4 UNITS) _ 135 PARKING SPACES REQUIRED TOTAL PROVIDED PARKING FOR TOWNHOUSES: 60 UNITS X 2 GARAGE SPACES = 120. AT LEAST 15 ON STREET PARKING SPACES ARE AVAILABLE ON THE EAST OF DELPHI LANE AND ON THE WEST SIDE OF GLISSADE LANE. REQUIRED PARKING: 5 SPACES PER CODE OF DEVELOPMENT 13 PARKING SPACES PROVIDED OPEN SPACE IS TO BE OWNED AND MAINTAINED BY A HOMEOWNERS ASSOCIATION. 3. results for approval. Surface drainage and pipe discharge must be retained within the public right-of-way or C&G CURB AND GUTTER R&D REMOVE AND DISPOSE FIRE PROTEC11ON LINE within easements prior to acceptance by the County. All drainage outfall easements are to DIA DIAMETER R&R REMOVE & RESET be extended to a boundary line or a natural watercourse. Alternatives are subject to approval by the County erosion control inspector. Cc -7 OR REFERENCED IN THE RECORDED EASEMENT. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments EL ELEVATION SD SIGHT DISTANCE COMBINATION 4" CURB & GUTTER will be field verified at the time of construction. Additional guardrail may be required at 4. CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be locations not shown when, in the opinion of the County Engineer, VDOT, or designee, it is deemed ELEV ELEVATION SQ SQUARE inspector. necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge FIRE LANE STRIPING 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage of pavement to the face of guardrail, and roadway shoulder widths shall be increased to ES END SECTION STA STATION -- o"w seven (7) feet. EW END WALL SW SIDEWALK 5. Where urban cross sections are installed, all residential driveway entrances shall conform UNDERGROUND ELECTRIC immediately. QLD LOADING DOCK to VDOT CG -9(A, B or C). EX EXISTING SWEL SOLID WHITE EDGE LINE 6. Where rural cross sections are installed, all residential driveway entrances shall conform to 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of ucT UNDERGROUND TELEPHONE LINE approval. (Water Protection Ordinance section 17-204G.) VDOT standard PE -1. EXIST EXISTING SWLL SOLID WHITE LANE LINE 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as activity commences. -s- SIGN shown on the typical pavement section detail, shall be strictly adhered to. FDN FOUNDATION TBA TO BE ABANDONED 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should DRAIN INLET - r the final plat for this project expire prior to signing and recordation, then approval of these FIFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED - plans shall be null and void. GTD GRADE TO DRAIN TC TOP OF CURB 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering IFIRON FOUND TS TOP OF SLOPE PATH Ordinance and Manual. HEADWALL 10. Traffic control or other regulatory signs or barricades shall be installed by the developer IS IRON SET TYP TYPICAL -- when, in the opinion of the County Engineer, VDOT, or designee, they are deemed necessary in FENCE 0 SEWER MANHOLE order to provide safe and convenient access. LA LANDSCAPE AREA UG UNDERGROUND 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as 0 w Z! - - - - - RETAINING WALL determined by VDOT for public roads. LOD LIMIT OF DISTURBANCE VESCHVA. E&S CONTROL HANDBOOK 12. VDOT standard CD -1 or CD -2 cross -drains to be installed under the subbase ® WATER VALVE &BOX - - material at all cut and fill transitions and grade sag points as shown on the road profiles. LF LINEAR FEET YDS YARDS 13. A video camera inspection is required for all storm sewers and culverts that are deemed LT LEFT b FIRE HYDRANT ASSEMBLY inaccessible to VDOT or County inspections. The video inspection shall be conducted in DETENTION BASIN " accordance with VDOT's video camera inspection procedure and with a VDOT or County UTILITY inspector present. WATER METER X SILT FENCE ARV AIR RELEASE VALVE MH MANHOLE GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: BOA BLOW OFF ASSEMBLY PVC POLYVINYL CHLORIDE 1. The plan approving authority must be notified one week prior to the pre -construction 12 CONTOUR acv conference, one week prior to the commencement of land disturbing activity, and one week CO CLEANOUT RIM RIM ELEVATION prior to the final inspection. ZrJ2 2. All erosion and sediment control measures will be constructed and maintained according to CTV CABLE TELEVISION SAN SANITARY minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control DI DROP INLET SCC STORMWATER CONVEYANCE CHANNEL ELECTRIC MANHOLE Regulations. U CROSSWALKEM U 3. All erosion and sediment control measures are to be placed prior to or as the first step in DIP DUCTILE IRON PIPE SD STORM 4. clearing. A copy of the approved erosion and sediment control plan shall be maintained on the site at ELEC ELECTRIC STIR DRAINAGE STRUCTURE 5. all times. Prior to commencing land disturbing activities in areas other than indicated on these plans FH FIRE HYDRANT TSV TAPPING SLEEVE & VALVE U (including, but not limited to, off-site borrow or waste areas), the contractor shall submit a FM FORCE MAIN UP UTILITY POLE supplementary erosion control plan to the owner for review and approval by the plan VAN -ACCESSIBLE HANDICAP PARKING El TRANSFORMER PAD approving authority. F&C FRAME AND COVER WL WATER LINE 6. The contractor is responsible for installation of any additional erosion control measures z a ° J . CONCRETE PAVEMENT / SIDEWALK necessary to prevent erosion and sedimentation as determined by the plan approving F&G FRAME AND GRATE WM WATER METER RIIPRAP authority. ` GUY POLE 7. All disturbed areas are to drain to approved sediment control measures at all times during GT GREASE TRAP WV WATER VALVE land disturbing activities and during site development until final stabilization is achieved. GV GATE VALVE 6"V 6" VALVE 8. During dewatering operations, water will be pumped into an approved filtering device. O GRASS 9. The contractor shall inspect all erosion control measures periodically and after each runoff HDPE HIGH DENSITY POLYETHYLENE EC; -2 BLANKET MATTING producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of W the erosion control devices shall be made immediately. INV INVERT 10. All fill material to be taken from an approved, designated borrow area. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert W materials only, free of roots, stumps, wood, rubbish, and other debris. WETLAND 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13-301 of the Code of ARCHITECTURAL REVIEW BOARD NOTE Albemarle. O 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to 1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED 15. the hours of 7: OOam to 9:00pm. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral 2. SITE GRADING SMALL MAINTAIN THE BASIC RELATIONSHIP OF THE SITE TO SURROUNDING CONDITIONS SHAPING THE TERRAIN THROUGH THE USE OF SMOOTH, ROUNDED LAND FORMS THAT BLEND WITH THE support, or order to minimize any hazard to persons, physical damage to adjacent land and EXISTING TERRAIN. FINAL GRADING SHOULD ACHIEVE A NATURAL, RATHER THAN ENGINEERED APPEARANCE. improvements, and damage to any public street because of slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot unit building or other portion of the property. CONTRACTOR'S COORDINATION RESPONSIBILITIES ' 17. Temporary stabilization shall be temporary seedingand mulching. Seeding is to be at 75 CC -6 �o lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual 4„FP FIRE PROTEC11ON LINE == 2. COMBINATION 6" CURB & GUTTER through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf. EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLEUNES OR STANDARDS WHICH ARE ASSOCIATED WITH Alternatives are subject to approval by the County erosion control inspector. Cc -7 OR REFERENCED IN THE RECORDED EASEMENT. - - --' 2" Dw WATER SERVICE LINE -` - c o COMBINATION 4" CURB & GUTTER mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or 4. CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. applied at 80lbs/100sf. Alternatives are subject to approval by the County erosion control G GAS LINE inspector. .5 FIRE LANE STRIPING 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately, Silt traps are to be cleaned 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. -- -- o"w OVERHEAD ELECTRIC WIRE 1 ` 4 BE BUILDING ENTRANCE which are collecting sediment to half their height must be cleaned and repaired UGE UNDERGROUND ELECTRIC immediately. QLD LOADING DOCK 20. All temporary erosion and sediment control measures are to be removed within 30 days of °HT OVERHEAD TELEPHONE LINE final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. • BOLLARD 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of ucT UNDERGROUND TELEPHONE LINE approval. (Water Protection Ordinance section 17-204G.) Q DIJMPSTER PAD - - care CABLE TV activity commences. -s- SIGN A DRAIN INLET - r STEEL GUARDRAIL 0 DRAIN MANHOLE - F1 WOOD GUARDRAIL C PLUG OR STUB FLARED END SECTION PATH ......... HEADWALL w TREE LINE U -- FENCE 0 SEWER MANHOLE ---------- STONE WALL :e o SEWER CLEANOUT 0 w Z! - - - - - RETAINING WALL C5 `c' ® WATER VALVE &BOX - - STREAM / POND / WATER COURSE it M b FIRE HYDRANT ASSEMBLY - DETENTION BASIN " ® WATER METER X SILT FENCE © WATER WELL _ 12 CONTOUR acv GAS VALVE 00 INIDEX CONTOUR c� ZrJ2 GAS METER ui J U U)o PARKING COUNT ELECTRIC MANHOLE U CROSSWALKEM U ® ELECTRIC METER ACCESSIBLE CURB RAMP + LIGHT POLE HANDICAP PARKING 0 TELEPHONE MANHOLE U VAN -ACCESSIBLE HANDICAP PARKING El TRANSFORMER PAD VAN z a ° J . CONCRETE PAVEMENT / SIDEWALK t UTILITY POLE 4 ° 0 0 RIIPRAP e ` GUY POLE NEW ASPHALT MATCHLINE O GRASS Q EC; -2 BLANKET MATTING NOTES: W 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. EC; -3 TYPE A 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. "'-" 1 11-111- a-111-1 011 EC; -3 TYPE B W WETLAND ' 17. Temporary stabilization shall be temporary seedingand mulching. Seeding is to be at 75 �o lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY ALL PERMITS REQUIRED FOR Q / R Q R OF THESE PLANS. Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May 2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf. EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLEUNES OR STANDARDS WHICH ARE ASSOCIATED WITH Alternatives are subject to approval by the County erosion control inspector. OR REFERENCED IN THE RECORDED EASEMENT. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient c o OF ANY CONSTRUCTION. mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or 4. CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. applied at 80lbs/100sf. Alternatives are subject to approval by the County erosion control 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISITING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN inspector. .5 COMPLETED INCLUDING U11UTY POLES. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately, Silt traps are to be cleaned 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. when 50% of the wet storage volume is filled with sediment. All seeded areas are to be 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS which are collecting sediment to half their height must be cleaned and repaired / ._ AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. immediately. z o 20. All temporary erosion and sediment control measures are to be removed within 30 days of 8. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS. final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 9• CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED TO, 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of O ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL approval. (Water Protection Ordinance section 17-204G.) BE INCLUDED IN BASE BID. 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing (Water Protection Ordinance section 17-207B) 10• CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUG11ON TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND activity commences. U w SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE JIURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT WITH THE DCR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS. 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 14. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 15 EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL U11UTY COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS: 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. LIGHTING NOTE: 1. All outdoor lighting shalll emit less than 3,000 lumens. lr-) 0 � e5� �pLTH 0 /IfflCHAEL F. MYERS Lic. No. 33028 03-08-2018 Q 1�4 wIONAL �o CC) o W U C) va c�O 0 c o � o 0 j s �_ E .5 E c LL] v W 0 0 / ._ , 0 � e5� �pLTH 0 /IfflCHAEL F. MYERS Lic. No. 33028 03-08-2018 Q 1�4 wIONAL DOM. PROJECT NO:12.006 INDEX TITLE: SHEET NO: 2 OF 48 DATE: 04/20/13 co CC) o A c�O 0 c o j m 0 LL] v w U z o Z O � P w U ~' W U w A a 0 U m 0 w Z! C5 `c' `° LU it M O ZrJ2 ui J U U)o O H U O U 0 U U Lli z , C) � M 4 w J e Q � W O W O W C .. Q H iii W W W CO DOM. PROJECT NO:12.006 INDEX TITLE: SHEET NO: 2 OF 48 DATE: 04/20/13 County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Phone: 434-296-5832 ext. 3270 October 29, 2018 Dustin Greene Roudabush 172 South Pantops Drive Charlottesville, VA 22911 RE: LOR#3 for SDP201300025 Cascadia Blocks 4-7 Final Site Plan Tax Map/Parcel Number 06200-00-00-02500 Dear Mr. Greene, This letter approves your submitted Letter of Revision for the above referenced site plan. The Letter of Revision proposes the following changes as shown on the attached plan and letter dated 09-07-2018: 1. Removal of Single Family Detached dwelling on Lot 103 and replacing it with a duplex unit, known as lots 103 and 140. See sheet SP 10. 2. Lots 133-140 were originally called out as affordable dwelling units. The owner provided a 90 -day period for the County to identify an eligible purchaser for the affordable units. These 8 ADU's were then reassessed as market-based units. The 8 ADU's were then changed from 8, 16' townhouse units to 7, 20' townhouse units within the allowable setback area. The overall ADU count for this block retains the intended 8 County number since the SFD lot 103 has been turned into lots 103 and 140 (ADU). 3. Eliminate one lot out of the 8-plex townhouses on ADU lots 133-140 to create a 7-plex. There is no change in density. See sheet SP 10. 4. Applicable ordinance computations updated on sheet SP2. 5. The tot lot in Summit Park has been revised to be dispersed between (3) different portions of the park as shown on sheet SP9. There are no changes to the quantity or type of recreational equipment provided. 6. A note has been added to sheet SP 10 to indicate the ADU for -sale offering timeframe requirement for proffer 1 C for lots 133-140 has been met. 7. Delete one (lot 103) SFD and add two duplex units (lots 103 and 140). 8. Install sanitary lateral for lot 140 and connect to manhole CC. M '_^o. *M04 9. Install water meter for lot 103. 10. Lots 133-140 are included in the ADU count to fulfill proffer 1C. 11. Abandon northern dual water meter in front of lot 137 along Glissade Lane. 12. Abandon southern sanitary lateral in front of lot 136 along Glissade Lane. Sanitary lateral must be abandoned at the sewer main. Lateral is to be cut and capped at sanitary main. ACSA shall be present for capping of the lateral before concrete is poured for stabilization and backfilled. 13. Water meters and sanitary sewer cleanouts for lots 103, 133-139 are as -built locations. 14. All work is subject to ACSA inspections. Contractor to contact ACSA prior to commencement of work to discuss method and schedule for construction. 15. Proposed street tree between lots 135 and 136 has been moved south along Glissade Lane +/- 15'. No utilities are impacted. This is the third Letter of Revision for this site. Please be aware that this is your last letter of revision. Any future changes to the plan are required to be submitted in the form of a new site plan amendment (along with the proper fee) that shows the proposed changes and all previously approved conditions that are to remain. Sincerely, Tori Kanellopoulos Planner County of Albemarle Department of Community Development Phone: 434-296-5832 ext. 3270 70 kl� The Base survey mapping, layout, and design shown hereon, except as noted in the revisions block, was performed by Dominion Engineering & Design, LLC. k rda,� , e tio .it 4145�0 . PDXIM, 1, :Th I Wldwirt IW-- s sltIII be shovn on the Dian' totation and Q .grarie cizari ps:regca rng tree wells ar"alm its cif 0014q, ,2. MA, TM4,111tt's"eq Wbe save Asti bo, matked with: Pfint:orxibbon of a hvigU61early visilihi loeq A aptrat-0m, Treeuxe rvatinir ttitprratc00a.m suressft4jfbt;yi�yi. we witlith on or an. h'ite; of r tt re ation an S'Dr n ihg,:Iw4 60 melt: perhilUd With In ifit drip'l im's. idf trees: 90fiujr Sion gU4 ;toralv" Bch de axt e8 shall rrrat.t4lvr zs iar&xtftg�s to b e saved. Vmn a 'Tb*::nvwda1S shallubt be_sloredwithin 1,00 ki 6f the4riplim ctFtices.ra lie saved.. Trus ::(o.b06*tai11Cdin:40 fec of a prdpbs4d b 'Id' a, activity :0bM_ F alp RgRW Ap amand _e:I4RNP P A114:0110 0 W. YA001ttYx0p, clorpdwlt 01ra ;1 cords ....... j h sh -I b.. di g W��On 4110n; und, level mu,,,t fig :raised mith in the: dripline, of a trey ter: be saved, a tree well shallbv provi dAt and a colls6ution &Wl Z Filed. I tate 6r level mwt I be I I ommwdvAithin iPse. iriplits extee w:besAvvd,11tree wallihail be,pmvi&d; ana.a tubaIltt'W, M jf will. daitray e � as, Itchis mmov; U6 af. ��.h p4hill b .rase I I d d m8the4in �alewnp- 134 D rtr,re CONTRAM NATURE, MATF ASER SIG Curve l Radius Tangent Length Delta Chord Chord Bear. Cl 175.00 9.65_ 19,29 6"1856 19.28 - 11.2"S 26*0123' W C2 35.00 33.50 _53_.47 _87'7912 48.40 S 20'52'55" E C3 54o.00 -56-7-7' Ti -3-.1'2 -12`6667 S 43*081r N 101t5f W C4 35.W 29,63! 49.1C 80'3010 45,23 E4 3 54 N 63*07'02* E C 5 U5_01"] 12.41' 124.79' L14 I 618'47* 2 4.7 �11,4�r. N 26'01' 42-58`15* 1 C6 11472.40 L16 IS 1157.98' 1314.76- , 1 1214 54 314.16 IN 1134" 20 E Course Bearing Distance Ll 5 76-09 34 E 11.47 L2 N 82le49* E 78--277- L3 N 55-4711* E -14-.40-'- L4 I N 5434*1*r-IE- 5-1.77' L5 I N 635310' E 24.62 L6 I N 78-35'W E 53.53 L7 S 8854 21- E 14.91' L8 S 54'53 41* E -9. 5 �7 L9 S 43*081r E 141.55' L10 S 53 42 2? E 102.87' L11 S 17'46*15* E 166.27' L12 IS 11010 I8 W 81.51' L13 I S 26*301' E 85.75' L14 I S 111150' E 193.39' L15 IS 42-58`15* E 44.97' L16 IS 0.3-2T49- W 972-7 L17S 351356' E 69.16' -65-.597- L18 S 20-38'2f E L19 L12 W KAM L20 S 39'49 04 E 53.80' L21 S N94-VOe E 13.70' L22 § -2 -5- 5 -1 r, -q ' 7 266,18 L23 I IN 6458 21' W 192.44! L24 I N 64'58 211' W 347.14! L25 IS 49"20 31 W 113.71' L26 I S 22'5t 58 W 53,92' L27 I N 22*5158' E 71.25 - L28 j K 13'32 43 E 54.09 L29 N 64-58`21' W -32-2.6-4r L30 N 40'11'58* E _53. -7 -9r - L31 N 3874 5' E;1 1.21 L32 N 07`09`10' E 108.09' E 11 E L33 N 1419'14 E 88.36' THP 62-25 TMP 78-59A 0 MON. FOUND SANITARY SEWER EASEMENT D8 3662 PG 444 TRIP 78E -H FONTANA LAND TRUST NEW PERMANENT - DRAIN. EASEMENT CASON FARM RD. SP31 A TVP 62-25C 20' RWSA ESMT.-/' i'�'DB 3662 PC 444 DB 859 PG 53 TVP 62-25CI L Storm Sewer Drairlage Areas L2 BROADUS MEMORIAL BAPTIST CHURCH I_.2 KMH PROPERTIES LLC P- DB 9105 PC 353 TMP 78-59 Landscape Plan SP38 ------ DD 1078 PC 97 NAIL SET IN TMP 78-59A SP 40 0' PRIVATE EASEMENT WOOD BRIDGE Site Plan TMP 62-25 S89*14191 TO BROADUS CHURCH PROPERTY SP43 Proffers / Sight Distance Profiles SP9 V 19.32' D8 3662PG444 NF @18' POPLAR SP 10 Site Planj S782051"',Ep 55.266 ACRES (TOTAL) TMP 62-26 0.17, r0TAL 00. NCASON, WILLIAM Site Plan SP 11 4 DB 793 PC 106 SPI 5 Road Plan - Delphi Lone 9 TMP 78-57 SP 17 Road Plan - Delphi Lane L12 W SP19 Road ,01an- Oval Park Lane FANTOPS-LAKERIDGE LL DB 2805 SP20 Road Plan - Bot,jider Hill Lade SP21 PC 70 CASCADJA DEVELOPMENT, ----------- 3� THP 62-25 TMP 78-59A 0 MON. FOUND SANITARY SEWER EASEMENT D8 3662 PG 444 TRIP 78E -H FONTANA LAND TRUST NEW PERMANENT - DRAIN. EASEMENT k4 �4 TMP 78E-H FONTANA LAND TRUST FONTANA LAND TRUST ca ryi C) 78E -C FONTANA OWNERS ASSOCIATION, INC Pop,ly DB 1896PC281 4414 100' VIRGINIA ELECTRIC & 7 Zs", POWER COMPANY EASEMENT 0* 1190 DB 269 PG 284 SEE ALSO DB 867 PC 337 2436 PC 623 SP31 A 'toren eweir Calculations 20' RWSA ESMT.-/' i'�'DB 3662 PC 444 DB 859 PG 53 D6 742 PG 195,197 PLAT SF`3� Storm Sewer Drairlage Areas L2 THP 78-57A C KMH PROPERTIES LLC P- DB 3222 PC 519 TMP 78-59 k4 �4 TMP 78E-H FONTANA LAND TRUST FONTANA LAND TRUST ca ryi C) 78E -C FONTANA OWNERS ASSOCIATION, INC Pop,ly DB 1896PC281 4414 100' VIRGINIA ELECTRIC & 7 Zs", POWER COMPANY EASEMENT 0* 1190 DB 269 PG 284 SEE ALSO DB 867 PC 337 20' SANITARY SEWER EASEMENT SP31 A 'toren eweir Calculations SPI i'�'DB 3662 PC 444 CASCADIA DEVELOPMENT, LLC Notes, Abbreviations, & Legend SF`3� Storm Sewer Drairlage Areas Pment Tables "PARCEL TWO SP4 Existing Condiflons P- SP5A TMP 78-59 Landscape Plan SP38 Lon scrape Plan SP39 TMP 78-59A SP 40 Landscape Plan SP7 Site Plan TMP 62-25 Landscape Plan SP43 Proffers / Sight Distance Profiles SP9 DB4209 PC 088 NF @18' POPLAR SP 10 Site Planj /3\ 55.266 ACRES (TOTAL) z SP12 Site Plan S.`' "3 Site Plan SP 11 4 TMP 78-59 SPI 5 Road Plan - Delphi Lone 9 TMP 78-57 SP 17 Road Plan - Delphi Lane SP19 Road ,01an- Oval Park Lane FANTOPS-LAKERIDGE LL DB 2805 SP20 Road Plan - Bot,jider Hill Lade SP21 PC 70 CASCADJA DEVELOPMENT, LLC :59 SP23 Rood Plan - Backwater Ailey (Private,, "PARCEL ONE"10,560, TMP 78E -HI N DB 4209 PC 088 to 5.506 ACRES TMP 78E- C) k4 �4 TMP 78E-H FONTANA LAND TRUST FONTANA LAND TRUST ca ryi C) 78E -C FONTANA OWNERS ASSOCIATION, INC Pop,ly DB 1896PC281 4414 100' VIRGINIA ELECTRIC & 7 Zs", POWER COMPANY EASEMENT 0* 1190 DB 269 PG 284 SEE ALSO DB 867 PC 337 SP25 Sanitary Sewer Profiles) AtSP27 Storm Sewer P I rofiles 3 1 irbrlreh SP29 Storm Sewer Profiles SP30 Stornn Sewer Pro -files SP31 St(,,)rm Sewer Profiles and Details SP31 A 'toren eweir Calculations SPI Cover Sheet SP2 Notes, Abbreviations, & Legend SF`3� Storm Sewer Drairlage Areas Pment Tables Storm, St-wer Drainage Areas SP4 Existing Condiflons P- SP5A Building Block 1 Phasing Plan) Landscape Plan SP38 Lon scrape Plan SP39 Landscape Plan SP 40 Landscape Plan SP7 Site Plan SP42 Landscape Plan SP43 Proffers / Sight Distance Profiles SP9 Site Plan A SP 10 Site Planj /3\ z SP12 Site Plan S.`' "3 Site Plan SP 11 4 Road Plan - Del philDrive SPI 5 Road Plan - Delphi Lone SP 17 Road Plan - Delphi Lane SP19 Road ,01an- Oval Park Lane SP20 Road Plan - Bot,jider Hill Lade SP21 Road Plan - Glissade Lane S S P22 Road Plan - Flat Waters Lane SP23 Rood Plan - Backwater Ailey (Private,, SP25 Sanitary Sewer Profiles) AtSP27 Storm Sewer P I rofiles 3 1 irbrlreh SP29 Storm Sewer Profiles SP30 Stornn Sewer Pro -files SP31 St(,,)rm Sewer Profiles and Details SP31 A 'toren eweir Calculations SP31 B StorIT) Se-wer Calculnction�s / Hydrant Flow Test SP32 Sanitary Sewer Calculations SF`3� Storm Sewer Drairlage Areas SP34 Storm, St-wer Drainage Areas SP35 Landscc,-ipe Plan Notes ar-I'd Details P- Landscape Landsca pe Plan SP37 Landscape Plan SP38 Lon scrape Plan SP39 Landscape Plan SP 40 Landscape Plan SP41 Landscape Plan SP42 Landscape Plan SP43 Proffers / Sight Distance Profiles SP44 Details SPS. 5 De tails SP46 Details [All 0:11: 3 ilk I a Q 1 M 5 110*15 N I r lNZWK Mi1 .5191,6111201CRAIMPM ENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY Submittal Type Reviewed and Approved by the Community Development Department Date -LICLZ__lZz_ _6 7 i Signature 01 131 REVISIONS CHANGE OF DESIGN FIRM APR26, 2018 COUNTY COMMENTS 11/27/13 COUNTY COMMENTS 04/04/14 ACSA COMMENTS 04/23/14 COUNTY COMMENTS 07/24/14 WAIVER REQUEST 06/14/16 LETTER OF REVISION 03/08/18 COUNTY COMMENTS 06/07118 COUNTY COMMENTS 07/20/18 COUNTY COMMENTS 09/07/18 1� z z tib 1 0 5 U) z 0 0 0. W cc (n W LL 0 I W Ir W cr_ W > 0 03 < z cc Table D - Lot Regulations (in feet) SITE DATA & GENERAL NOTES Minimum Setbacks ABBREVIATIONS Rear LEGEND 60+ 15-30 5 10 Single Family < 60 10-30 OWNER GENERAL CONSTRUCTION NOTES: Townhouse GENERAL 3 10 EXIST PROP DESCRIPTION EXIST 15 PROP DESCRIPTION i REDUS VA HOUSING, LLC. 1. Prior to any construction within any existing public right-of-way, including connection to ABAN ABANDON ABANDON(ED) MAX MAXIMUM �� PROPERTY LINE Block 4 x 12g TC TOP OF CURB ELEVATION locations not shown when, in the opinion of the County Engineer, VDOT, or designee, it is deemed 170 SOUTH PANTOPS DRIVE any existing road, a permit shall be obtained from the Virginia Department of SQ SQUARE 'r' 20 9.0 0 0 OVERHEAD ELECTRIC WIRE 19.57 necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge 65 CHARLOTTESVILLE, VA 22903 Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of ADJ ADJUST MIN MINIMUM 65 ADJACENT PROPERTY LINE -< x 12 BC BOTTOM OF CURB ELEVATION END SECTION STA the permit. Where any discrepancies occur the requirements of the permit shall govern. AHD AHEAD MON MONUMENT CONCRETE °GE - UNDERGROUND ELECTRIC seven (7) feet. EW END WALL 5W DEVELOPER: 2. All materials and construction methods shall conform to current specifications and - - -- - VACATED PROPERTY LINE Where urban cross sections are installed, all residential drivewayentrances shall conform x 1281+L FLOW LINE ELEVATION REDUS VA HOUSING, LLC. standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved APRX APPROXIMATE NIC NOT IN CONTRACT _.._ EASEMENT EX x SWEL EDGE OF PAVEMENT ELEVATION 170 SOUTH PANTOPS DRIVE erosion control pian and shall be installed prior to any clearing, grading or other BC BACK OF CURB NTS NOT TO SCALE Where rural cross sections are installed, all residential driveway entrances shall conform to 125 EOp CHARLOTTESVILLE, vR 22903 construction. UGT UNDERGROUND TELEPHONE LINE VDOT standard PE -1. EXIST BUILDING SETBACK SWLL x 125 SPOT ELEVATION I 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. BFE BASEMENT FLOOR ELEVATION OC ON CENTER ® DUMPSTER PAD -- "" -"" LEGAL REFERENCE & SOURCE OF TITLEP 5. The maximum allowable slope is 2:1 horizontal: vertical). reasonably obtainable, ( ) y BUILD TO LINE x 12$TW TOP OF WALL ELEVAliON DB 4076-573 lesser slopes of 3:1 or better are to be achieved. BIT BITUMINOUS 4H OVERHEAD 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the BK BACK PE POLYETHYLENE ZONING LINE x ? x 122 BW BOTTOM OF WALL EI.FVA11ON MAGISTERIAL DISTRICT: RIVANNA County Engineer, VDOT, or designee, it is deemed necessary in order to stabilize a drainage channel: BM BENCHMARK PERF PERFORATED ® TEST PIT LOCAl10N/BORING LOCATION SURVEY:SOURCE OF BOUNDARY DOMINION ENGINEERING 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic. ��wu ,,,® LIMIT OF DISTURBANCE Control Devices. BS BOTTOM OF SLOPE PROP PROPOSED BENCHMARK SOURCE OF TOPOGRAPHY: LOUISA AERIAL SURVEYS 03/12/03. FIELD VERIFIED BY DOMINION ENGINEERING 7/13/12. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class HI. - - - FLOODPLAIN LIMIT l 9. All excavation for underground pipe installation must comply with OSHA Standards for CB CATCH BASIN PRVD PROVIDED ® IRON FOUND THIS PROPERTY DOES NOT APPEAR TO BE LOCATED WITHIN A FLOOD PLAIN. IT APPEARS TO LIE IN ZONE X the Construction industry (29 CFR Part 1926). 10. All retaining walls are subject to separate permit approval. CG12 ACCESSIBLE CURB RAMP PWW PAVED WATER WAY - - - az BUFFER ZONE RMA AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM MAP51003CO287D DATED FEBRUARY 4, 2005 11. Some lots may experience water pressures in excess of 80 psi. - RMA - RESOURCE MANAGEMENT AREA UD UNDERDRAIN CENTER LINE RCP REINFORCED CONCRETE PIPE RPA ! THIS PROPERTY IS NOT LOCATED WITHIN A RESERVOIR WATERSHED. RPA - RESOURCE PROTECTION AREA DRAINAGE LINE GENERAL CONSTRUCTION NOTES FOR STREETS: CL CHAIN LINK REM REMOVE EiCHM Rq K(S): TOP OF EXISTING SANITARY MANHOLE "Ex -1' ON SOUTH END OF SITE = 393.94 1. Construction inspection of all proposed public roads within the development will be made by VDOT and the CMP CORRUGATED METAL PiPE READ REQUIRED RD ROOF DRAIN County. The contractor must notify the Department of Community Development (296- - - EDGE OF GRAVEL WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY 5832) 48 hours in advance of the start of construction. CONC CONCRETE RET RETAIN EDGE OF PAVEMENT SEWER LINE 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results CY CUBIC YARDS RT RIGHT - == -` CG -2 STANDARD 6" CURB TD TRENCH DRAIN shall be submitted to the County. if a subgrade sol) CBR of 10 or greyer is not obtainable, C/C CENTER TO CENTER R/W RIGHT OF WAY WATER LINE THIS PROPERTY IS ZONED: NMD a revised pavement design shall be made by the design engineer and submitted with the test W CG -3 STANDARD 4" CURB results for approval. 3. Surface drainage and pipe discharge must be retained within the public right-of-way or C&G CURB AND GUTTER R&D REMOVE AND DISPOSE CG 6 4" FP FIRE PROTECTION LINE within easements prior to acceptance by the County. All drainage outfall easements are to DIA DIAMETER R&R REMOVE & RESET - .:_._.; COMBlNA11flN 6" CURB &GUTTER Table D - Lot Regulations (in feet) Unit Type Lot Width Front Build -To Line Minimum Setbacks Side Rear Single Family 60+ 15-30 5 10 Single Family < 60 10-30 3 10 Townhouse 16'-35' 5-25 3 10 Multi -Family N/A 1-15 4 15 Mixed Use N/A 1-15 4 15 Non -Residential N/A 1-15 4 15 Table E - Maximum Building Heights Blocks 1 & 3 50 Feet Block 2 38 Feet Blocks 4-7 38 Feet shown on the typical pavement section detail, shall be strictly adhered to. FDN FOUNDATION TBA TO BE ABANDONED 8. Road Planapproval for subdivisions Is subject to final subdivision plot validation. Should be extended to a boundary line or a natural watercourse. TO BE REMOVED SIGN the final plat for this project expire prior to signing and recordation, then approval of these Estimated Block Size (in Acres) Residential Residential Non -Residential Dwelling Units Density per Acre Sq. Ft. CG_7 plans shall be null and void. the Virginia Manual for Uniform -_._ r -" " -2 ow WATER SERVICE LINE 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments- EL ELEVATION SD SIGHT DISTANCE _.. --- COMBINATION 4" CURB & GUTTER --- - - - GAS LINE 10. Traffic control or other regulatory signs or barricades shall be installed by the developer will be field verified at the time of construction. Additional guardrail may be required at TYPICAL 4.40 10 70 ! ! �� FIRE LANE STRIPING Block 4 1.83 0 10 locations not shown when, in the opinion of the County Engineer, VDOT, or designee, it is deemed £LEV ELEVATION SQ SQUARE 'r' 20 9.0 0 0 OVERHEAD ELECTRIC WIRE 19.57 necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge 65 3.3 0 0 Block 7 7.63 25 65 8.2 0 0 of pavement to the face of guardrail, and roadway shoulder widths shall be increased to ES END SECTION STA STATION � BUILDING ENTRANCE ,; _ ...... °GE - UNDERGROUND ELECTRIC seven (7) feet. EW END WALL 5W SIDEWALK 5. Where urban cross sections are installed, all residential drivewayentrances shall conform _ •t LOADING DOCK oHT OVERHEAD TELEPHONE LINE to VDOT CG -9(A, B or C). EX EXISTING SWEL SOLID WHITE EDGE LINE 6. Where rural cross sections are installed, all residential driveway entrances shall conform to BOLLARD __._ _...._.__ UGT UNDERGROUND TELEPHONE LINE VDOT standard PE -1. EXIST EXISTING SWLL SOLID WHITE LANE LINE 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as ® DUMPSTER PAD -- "" -"" caTv - CABLE TV shown on the typical pavement section detail, shall be strictly adhered to. FDN FOUNDATION TBA TO BE ABANDONED 8. Road Planapproval for subdivisions Is subject to final subdivision plot validation. Should FIFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED SIGN the final plat for this project expire prior to signing and recordation, then approval of these Estimated Block Size (in Acres) Residential Residential Non -Residential Dwelling Units Density per Acre Sq. Ft. i ..__.. DRAIN INLET plans shall be null and void. the Virginia Manual for Uniform GTD GRADE TO DRAIN TC TOP OF CURB DRAIN MANHOLE 9. All signs or other regulatory devices shall conform with 10.27 10 STEEL GUARDRAIL Traffic Control Devices and the Albemarle County Road Naming and Property Numbering IFIRON FOUND TS TOP OF SLOPE --- Ordinance and Manual. 75 _ __._. ElWOOD GUARDRAIL [ PLUG OR STUB 10. Traffic control or other regulatory signs or barricades shall be installed by the developer iS IRON SET TYP TYPICAL 4.40 ROADS/PARKING AREAS: 4.230 ACRES CONCRETE WALKS: 1.387 ACRE PROPOSED BUILDINGS: 4.095 ACRES DRIVEWAYS: 0.820 ACRES A REQUIRED PARKING: 2 SPACES PER UNIT REQUIRED PARKING: 2 SPACES PER UNIT 86 UNITS X 2 SPACES PER UNIT = 172 SPACES 2 UNITS X 2 SPACES PER UNIT = 4 SPACES 172 PARKING SPACES PROVIDED 4 PARKING SPACES PROVIDED PARKING TABULATION FOR TOWNHOUSES: REQUIRED PARKING: 2 SPACES PER UNIT PLUS 1 SPACE PER 4 UNiTS FOR GUEST PARKING 58 TOWNHOUSES X 2 SPACES + 58 TOWNHOUSES X (1 SPACE/4 UNITS) _ 131 PARKING SPACES REQUIRED TOTAL PROVIDED PARKING FOR TOWNHOUSES: 58 UNITS X 2 GARAGE SPACES = 116. AT LEAST 15 ON STREET PARKING SPACES ARE AVAILABLE ON THE EAST OF DELPHI LANE AND ON THE WEST SIDE OF GLISSADE LANE TOTALING 131 SPACES PROVIDED REQUIRED PARKING: 5 SPACES PER CODE OF DEVELOPMENT 13 PARKING SPACES PROVIDED OPEN SPACE IS TO BE OWNED AND MAINTAINED BY A HOMEOWNERS ASSOCIATION. AREA) when, in the opinion of the County Engineer, VDOT, or designee, they are deemed necessary in == ===C,j FLARED END SECTION order to rovide safe and convenient access LA LANDSCAPE AREA UG UNDERGROUND -- - PATH P 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or asLOD LIMIT OF DISTURBANCE VESCHVA. E&S CONTROL HANDBOOK �- HEADWALL determined by VDOT for public roads. ' �••- TREE LINE 12. VDOT standard. CD -1 or CD -2 cross -drains to be installed under the subbase LF LINEAR FEET YDS YARDS material at nil cut and fill transitions and grade sag points as shown on the road profiles. FENCE _. ` � SEWER MANHOLE 13. A video camera inspection is required for all storm sewers and culverts that are deemed TABLE B - BLOCK AREAS AND USE DENSITY PER CODE OF DEVELOPMENT Block Estimated Block Size (in Acres) Residential Residential Non -Residential Dwelling Units Density per Acre Sq. Ft. Min/Max Square Footages and Densities by Use by Block 1.74 Min. Residential Max. Residential Dwelling Units Dwelling Units Max. Residential Min. Nan -Residential Max. Density per Acre Sq. Ft. Non -Residential Sq. Ft. Block 1 10.27 10 40 3.9 .5,000 18,000 Block 2 14.51 75 150 10.3 0 0 Block 3 4.40 10 70 15.9 0 0 Block 4 1.83 0 10 5.5 2,000 5,000 Block 5 2.23 5 20 9.0 0 0 Block 6 19.57 25 65 3.3 0 0 Block 7 7.63 25 65 8.2 0 0 ROADS/PARKING AREAS: 4.230 ACRES CONCRETE WALKS: 1.387 ACRE PROPOSED BUILDINGS: 4.095 ACRES DRIVEWAYS: 0.820 ACRES A REQUIRED PARKING: 2 SPACES PER UNIT REQUIRED PARKING: 2 SPACES PER UNIT 86 UNITS X 2 SPACES PER UNIT = 172 SPACES 2 UNITS X 2 SPACES PER UNIT = 4 SPACES 172 PARKING SPACES PROVIDED 4 PARKING SPACES PROVIDED PARKING TABULATION FOR TOWNHOUSES: REQUIRED PARKING: 2 SPACES PER UNIT PLUS 1 SPACE PER 4 UNiTS FOR GUEST PARKING 58 TOWNHOUSES X 2 SPACES + 58 TOWNHOUSES X (1 SPACE/4 UNITS) _ 131 PARKING SPACES REQUIRED TOTAL PROVIDED PARKING FOR TOWNHOUSES: 58 UNITS X 2 GARAGE SPACES = 116. AT LEAST 15 ON STREET PARKING SPACES ARE AVAILABLE ON THE EAST OF DELPHI LANE AND ON THE WEST SIDE OF GLISSADE LANE TOTALING 131 SPACES PROVIDED REQUIRED PARKING: 5 SPACES PER CODE OF DEVELOPMENT 13 PARKING SPACES PROVIDED OPEN SPACE IS TO BE OWNED AND MAINTAINED BY A HOMEOWNERS ASSOCIATION. AREA) when, in the opinion of the County Engineer, VDOT, or designee, they are deemed necessary in == ===C,j FLARED END SECTION order to rovide safe and convenient access LA LANDSCAPE AREA UG UNDERGROUND -- - PATH P 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or asLOD LIMIT OF DISTURBANCE VESCHVA. E&S CONTROL HANDBOOK �- HEADWALL determined by VDOT for public roads. ' �••- TREE LINE 12. VDOT standard. CD -1 or CD -2 cross -drains to be installed under the subbase LF LINEAR FEET YDS YARDS material at nil cut and fill transitions and grade sag points as shown on the road profiles. FENCE _. ` � SEWER MANHOLE 13. A video camera inspection is required for all storm sewers and culverts that are deemed PROPOSED BLOCK AREAS AND USE DENSITY Block Estimated Block Size (in Acres) Min/Max Square Footages and Densities by Use by Block Residential Residential Non -Residential Dwelling Units Density per Acre Sq. Ft. Block 4 1.74 0 0 2,400 Block 5 1 2.49 20 8.0 0 Block 6 1 18.59 61 3.3 0 Block 7 1 8.77 65 7.4 0 ROADS/PARKING AREAS: 4.230 ACRES CONCRETE WALKS: 1.387 ACRE PROPOSED BUILDINGS: 4.095 ACRES DRIVEWAYS: 0.820 ACRES A REQUIRED PARKING: 2 SPACES PER UNIT REQUIRED PARKING: 2 SPACES PER UNIT 86 UNITS X 2 SPACES PER UNIT = 172 SPACES 2 UNITS X 2 SPACES PER UNIT = 4 SPACES 172 PARKING SPACES PROVIDED 4 PARKING SPACES PROVIDED PARKING TABULATION FOR TOWNHOUSES: REQUIRED PARKING: 2 SPACES PER UNIT PLUS 1 SPACE PER 4 UNiTS FOR GUEST PARKING 58 TOWNHOUSES X 2 SPACES + 58 TOWNHOUSES X (1 SPACE/4 UNITS) _ 131 PARKING SPACES REQUIRED TOTAL PROVIDED PARKING FOR TOWNHOUSES: 58 UNITS X 2 GARAGE SPACES = 116. AT LEAST 15 ON STREET PARKING SPACES ARE AVAILABLE ON THE EAST OF DELPHI LANE AND ON THE WEST SIDE OF GLISSADE LANE TOTALING 131 SPACES PROVIDED REQUIRED PARKING: 5 SPACES PER CODE OF DEVELOPMENT 13 PARKING SPACES PROVIDED OPEN SPACE IS TO BE OWNED AND MAINTAINED BY A HOMEOWNERS ASSOCIATION. AREA) when, in the opinion of the County Engineer, VDOT, or designee, they are deemed necessary in == ===C,j FLARED END SECTION order to rovide safe and convenient access LA LANDSCAPE AREA UG UNDERGROUND -- - PATH P 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or asLOD LIMIT OF DISTURBANCE VESCHVA. E&S CONTROL HANDBOOK �- HEADWALL determined by VDOT for public roads. ' �••- TREE LINE 12. VDOT standard. CD -1 or CD -2 cross -drains to be installed under the subbase LF LINEAR FEET YDS YARDS material at nil cut and fill transitions and grade sag points as shown on the road profiles. FENCE _. ` � SEWER MANHOLE 13. A video camera inspection is required for all storm sewers and culverts that are deemed LT LEFT. inaccessible to VDOT or County inspections. The video inspection shall be conducted in 1. accordance with VDOT's video camera inspection procedure and with a VDOT or County UTILITY inspector present. ARV AIR RELEASE VALVE GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: BOA BLOW OFF ASSEMBLY 1. The plan approving authority must be notified one week prior to the pre -construction HANDICAP PARKING conference, one week prior to the commencement of land disturbing activity, and one week CO CLEANOUT prior to the final inspection. 3. 2. All erosion and sediment control measures will be constructed and maintained according to CTV CABLE TELEVISION minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control DI DROP INLET Regulations. 3. All erosion and sediment control measures are to be placed prior to or as the first step in DIP DUCTILE IRON PIPE clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at ELEC ELECTRIC all times. FH FIRE HYDRANT 5. Prior to commencing land disturbing activities in areas other than indicated on these plans NEW ASPHALT (including, but not limited to, off-site borrow or waste areas), the contractor shall submit a FM FORCE MAIN supplementary erosion control plan to the owner for review and approval by the plan approving authority. F&C FRAME AND COVER 6. The contractor is responsible for installation of any additional erosion control measures CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. necessary to prevent erosion and sedimentation as determined by the plan approving F&G FRAME AND GRATE authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during GT GREASE TRAP land disturbing activities and during site development until final stabilization is achieved. GV GATE VALVE 8. During dewatering operations, water will be pumped into an approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoff HDPE HIGH DENSITY POLYETHYLENE producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS. the erosion control devices shall be made immediately. INV INVERT 10. All fill material to be taken from an approved, designated borrow area. 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert ALL STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SiTEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commences. (Water Protection Ordinance section 17-2076) Ordinance section 5.1.28. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. 13. All inert materials shall be transported in compliance with section 13-301 of the Code of ARCHITECTURAL REVIEW BOARD NOTE MH MANHOLE PVC POLYVINYL CHLORIDE RIM RIM ELEVATION SAN SANITARY SCC STORMWATER CONVEYANCE CHANNEL SD STORM STR DRAINAGE STRUCTURE TSV TAPPING SLEEVE & VALVE UP UTILITY POLE WL WATER LiNE WM WATER METER WV WATER VALVE 6„V 6" VALVE Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to 1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED the hours of 7:00am to 9:00pm. 2. SITE GRADING SHALL MAINTAIN THE BASIC RELATIONSHIP OF THE SITE TO SURROUNDING CONDITIONS 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral SHAPING THE TERRAIN THROUGH THE USE OF SMOOTH, ROUNDED LAND FORMS THAT BLEND WITH THE support, or order to minimize any hazard to persons, physical damage to adjacent land and EXISTING TERRAIN. FiNAL GRADING SHOULD ACHIEVE A NATURAL, RATHER THAN ENGINEERED APPEARANCE. improvements, and damage to any public street because of slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required _..................---------- STONE WALL - _ _ _ - RETAINING WALL ....................... _..._..._ .._ STREAM / POND / WATER COURSE -.. DETENTION BASiN _......._ _... -_ X SILT FENCE C SEWER CLEANOUT ® WATER VALVE & BOX FIRE HYDRANT ASSEMBLY cm WATER METER CO WATER WELL CONTOUR 12 acv GAS VALVE _-_ 00 -._-. INDEX CONTOUR a GAS METER by this plan regardless of the sale of any lot, unit, building or other portion of the property. CONTRACTOR'S COORDINATION RESPONSIBILITIES PARKING COUNT 1. ®, I CROSSWALK 2. ANY TiME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID ACCESSIBLE CURB RAMP -: EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLELINES OR STANDARDS WHICH ARE ASSOCIATED WITH HANDICAP PARKING {1 v N VAN -ACCESSIBLE HANDICAP PARKING 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient CONCRETE PAVEMENT / SIDEWALK 4. CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER RiPRAP FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. applied at 80lbs/100sf. Alternatives are subject to approval by the County erosion control 5. av NEW ASPHALT COMPLETED INCLUDING UTILITY POLES. GRASS EC -2 BLANKET MATTING 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. EC -3 TYPE A 7, - - - EC -3 TYPE B O WETLAND by this plan regardless of the sale of any lot, unit, building or other portion of the property. CONTRACTOR'S COORDINATION RESPONSIBILITIES 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May 2. ANY TiME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf. EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLELINES OR STANDARDS WHICH ARE ASSOCIATED WITH Alternatives are subject to approval by the County erosion control inspector. .i...l OR REFERENCED IN THE RECORDED EASEMENT. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or 4. CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER Tall Fescue and 0-5% Perennial Ryegross or Kentucky Bluegrass. Straw mulch is to be FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. applied at 80lbs/100sf. Alternatives are subject to approval by the County erosion control 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISITTNG UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN inspector. COMPLETED INCLUDING UTILITY POLES. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes 7, CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS which are collecting sediment to half their height must be cleaned and repaired AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of 8. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS. final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. g, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED TO, UTILITIES, 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of ALL STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SiTEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL approval. (Water Protection Ordinance section 17-204G.) BE INCLUDED IN BASE BID. 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commences. (Water Protection Ordinance section 17-2076) 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. :;.,<0 II■II ELECTRIC MANHOLE ;_ EM ® ELECTRIC METER + LIGHT POLE TELEPHONE MANHOLE .i...l D TRANSFORMER PAD UTILITY POLE GUY POLE M -W111 MATCHLINE NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE JURISDIC11ON OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT WITH THE DCR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS. 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 14. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 15. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE NTH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILJTY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS: 1. All dams and constructed fill to be within 957. of maximum dry density and 2% of optimum moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. LIGHTING NOTE: 1. All outdoor lighting shall emit less than 3,000 lumens. �tS,,TH 0p ri 97.x" Jimmy L. Taggart Lic. No. 22841 09/07/18 A I ■ II IIII II■II I I III III IIIIIIIIII IIIIIIIII■III IIII i w , < b la i REVISIONS CHANGE OF DESIGN FIRM APR. 26, 2018 COUNTY COMMENTS 11127/18 COUNTY COMMENTS 04%04/14 AS,A COMMENTS 04/28114 COUNTY COMMENTS 07/24/14 \A/AIVER REQUEST 06/°14/16 LETTER OF REVISION 06/08/18 COUNTY COMMENTS 06/07118 COUNTY COMMENTS 07/20118 COUNTY COMMENTS 09/07/18 TE APR. 20, 2010 SCALE ASSHOWN FILE NUMBER 12.0065 SHEET P2 M BLOCK BUILD—TO—LINE CHART BLOCK BUILD—TO—LINE BTL A 18' B 18' C 24' D 28.5' E 22.5' F 23' G 20' N 20' LOT 103 18' NOTES: 1) ALL LOTS THAT HAVE FRONTAGE ON A TANGENT (NON -CURVED) SECTION OF ROADWAY SHALL HAVE AT LEAST 50% OF THE STRUCTURE'S FACADE BUILT WITHIN 18 INCHES OF THE BUILD -TO -LINE ESTABLISHED FOR EACH BUILDING BLOCK. 2) FOR LOTS THAT HAVE FRONTAGE ON ROADS WI'I'H A CURVED CENTERLINE, ADDITIONAL SETBACK FROM THE BUILD -TO -LINE IS ALLOWED. 3) THE FRONT YARD OF CORNER LOTS SHALL BE ESTABLISHED BASED ON THE FOLLOWING SCHEDULE: LOT 78 (BOULDER HILI LANE): 10 FEET LOT 86 (BOULDER HILI LANE): 15 FEET LOT 89 (FUTURE ROADWAY): 10 FEET LOT 91 (FUTURE ROADWAY): 10 FEET LOT 52 (GLISSADE LANE): 10 FEET 4) LOT 103 SHALL HAVE A 5' YARD ESTABLISHED ALONG ITS FRONTAGE WITH DELPHI LANE. Lot 30 0.226 Acre v�y ----------- — - ----- co Uaw Lot 71 .0.167 Acre i Lot 73 Lot 72 t Lot 74 0.147 AcT e 1 0.154 Acro ,i et 10¢ �t 0.1 62 Avg t 1 Acr¢ ii i i 1 0 � acoy 881.0 # v 59 fol i I •1 • :! ! i'1•: 1'' 1 •t i LOT TABULATION: CASCADIA BLOCKS 4-7: 146 CASCADIA BLOCKS 1-3: 120 TOTAL NUMBER OF UNITS: 266 REQUIRED NUMBER OF ADU: 15% X 266 UNITS = 39.9 -> 40 ADU REQUIRED ADU'S PROVIDED WITH CASCADIA BLOCKS 4-7: 22 - FOR SALE: 19 UNITS (LOTS 24, 25, 27-32, 104-106, & 133-140) - FOR RENT: 3 UNITS (LOTS 33, 36, & 38) ADU'S PROVIDED WITH CASCADIA BLOCKS 1-3: 18 - FOR SALE: 8 UNITS (LOTS 215-222) - FOR RENT: 10 UNITS (LOTS 161, 162, 163, 171, 179, 180, 183, 208, 250, & 252) TOTAL AFFORDABLE DWELLING UNITS PROVIDED = 40 PERCENT RENTAL UNITS: 13/40 = 32.5% PERCENT FOR SALE UNITS: 27/40 = 67.5% n oX' # Lot 66 0.102 Acre 0.100 Acre i I Lot 68 I $ 0.103 Acre i E! _. Lot 69 l L_- 0.1 Lot 70 ” 0,130 Acre s " "7 r } :Lot 6¢ # .#.... 1 .._... 110 143 Acre 1f Lot 63 1 # 124 Aoye Lot 62 { 0.124 /F # Acre Lot 61 I # i 0128 Acre # $# Lot 60 0 26 Acre Lot 590. . 730 Acre Lot 58 0126 Acre Lot S7 127 AcreLot 56 0 "?6,4,,e lat 55 # 0136Lot Acre 6)Yll >45Acy# tLot 53 64 t# 01¢2 Acre i 'NE wall EFA !!r 1 AN �►� 111 �� • '..rip � �'� _ �� ORM lame j' �i/1• l� 1.,.,�//Il ADu / J ? € ffr 'AU BLOCK H f BTL 20' my BLOCK B BTL=18' 4 y LOt 76 # _rl 0139 Acre ' d Fill i#' #f # Lot 15 i I I 0141 Acre # ## Lot 14 Uj # 0.>42'c e f z# lot > LU # # f# 0.141 Acre 1 # lot 12 f i �o �o LLIE i Lot 71 141,407v Lot 10 i 'r � s E � � I fol 7 i ADuADu 10 �GyO ? . 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No. 22841 W� 09/07/18 ?S10NAL 50 0 50 100 150 SCALE: 1 = 50' 0 o \ ,� y ; i 40 84 20 �0 LL I 'r- LL i CC L4 CD c w L13 j C'6 C3�00 Q -4 W ;;t cc ` fl� �) w�I60 fl �' w 'K CM i LU [ I L i REVISIONS� CHANGE OF DESIGN FIRM APR. 26, 2018 COUNTY COMMENTS 11/27/13 COUNTY COMMENTS 04/04/14 ACSA COMMENTS 04/23/14 COUNTY COMMENTS 07/24•/14 WAIVER REQUEST 06114/16 LETTER OF REVISION 03103/18 COUNTY COMMENTS 'I 06107/18 COUNTY COMMENTS j 07/20/18 COUNTY CC)MMENTS 09107/18 i SHEEN k i 1 1 I Uj I LU E t LLIE j f r � s E � � ! I i i SHEEN k i 1 IIl I I � f 1 t 1 f b � I i t [ t 1 ! I 1 cm i f00 04 .� 'LL. Wj I cct f I I { � i CC I ' f E Cc CCt co v t i CL 00 04 tu Lu �I e .........._._.._.___.__._.___--------------- ...___...... _.__.____.\ t AT G APR.20,2013 i f SCALE AS E SHOWN 1 I f I � f 1 t 1 f b � I i t [ t 1 ! I 1 i f00 E I 'LL. 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V)'IZZ,Z, > ............. .. ........... .............. ............ ............... .......... .......... > 3; Z ............ ....................... .................... ...... . ........... .................... ... ... ... ... .. ...................... .... ...... ....... > 470 440 -of 50 0+00 1+00 2+00 -0. rf,� SANITARY SEWER PROFILE Y —> Y2 QT!��HORIZ, )2 . SCALE: C=30' I VERT. SCALE: 1"=10' 7V T OG nG1 nG2 nG3 nG4 SANITARY SEWER PROFILE G -> G4 it 01��HO,Rll. -SCALE: 1"=30-' VERT. SCALE: C=10' �v IT 520 510 505 500 495 490 485 "00 470 465 460 450 445 MR Jimmy L. Taggart Uc. No. 22841 09/07/18 No W OX ny z OAA z BB CC �Occ) 540 - ----------------- . ...... ----- ------ Cf) (O 0 Z) En .. . .......... - - - ----- - CM 0 . ......... . 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Alr ............ ......... . ..... . ..... ,390 D .......... ------- .......... ----------- . ..... -- . ....... . . ....... . 30.58 -30 0+00 X bo 1 ) (1 A) 425 425 475 I.., ........... .. ....... ... .............. � �W .............. .... ......... .... 410 420 .................. ...... .................. .. .. .. .... ................... --- - ------- -------- -- LLL .............. .... .......... .... . . . ....... L .......... I j 415 455 410 450 Proposed Grade 405 445 - 8 DIP WATERILNE ja& ............. L ....... ..... ..... .. -1111-1-1-11 .......................... Lj� ' .......... L .. ......... .......... 405 4-1 5 ................ ............. L * .......... 470 475 --------------- T__Ml ............ . 1. 1. - - ............. 111111.1-11. ... .. ... . ... .. ... ... ................ .... .......... . ... 400 41 0 .......... ............ . .......... 395 435 IGrade .... . . .......... ... ..... .. ..... ..... ...... .......... .. ..... .. ......... .... ............. ............... ............... 395 405 .. ..... ........... .. .. ... ....... Alr ............ ......... ... ,390 400 ................... ............... ... ... ... ... ...... ... ... L , 0 . ..... z 1380 420 30.58 a" 15" HDPE- 4 ........ ...... .. iv -0.72% ��-858" 395 ....... .. . * ... . ... ....... ................. ........... . ...... _< 11 (0 DIP WATERLINE qqed. Grade 465 STA. =0+25.36 460 L ......... .... .............. .. .. ............. ........................... M :� 0 INV =387 42 ..... ............. ............. JX� 380 390 L ............. ... .......... L ............... . ....... ..................... _j L-uj LO 27. 63' - 15" RCF .. ... .... . . ... ........ ..... .. .... Q_ �t C:> 0 375 385 0 .. ........ ........... + 11 It'L"""St 460 k--, ....................... L .......... Tz-ff--ir ........ ... ... .. 370 380 t4 .... .. ...... ..... ..... >_>_ > z z - 0 2 5 0+00 X bo (1 A) 425 475 0 420 460 --------------- - --- - ------- -------- -- . ... ..... .. 415 455 410 450 Proposed Grade 405 445 - 8 DIP WATERILNE ja& 470 ........... . .......... 58% 470 475 --------------- T__Ml 400 STA.=0+25.31 440 C.4 ...... ..... .... .......... . ... Q) -0 > I N V. 40 3. 59 395 435 . ..... .... . . .......... j 390 430 465 .......... ...... ..... . 465 385 425 .............. 0 . ..... z 1380 420 X 1. For stormsewer pipes in fill, Compact Fill to 95% Optimum Moisture Content. 2. For inlets in fill situation: Contractor shall place fill under inlets at 95% compaction & embankment material shall consist predominantly of soil & be placed in successive uniform layers not more that 8" thickness before compaction in placement of fill, contractor shall excavate recently laid fill and install compacted VDAOT std. 21A stone in an 8 X8' o.c. compacted 21A area centered on the inlet. Contractor shall repeat this operation until an 8'X8' o,c. compacted 21A stone base is installed between the existing ground and the proposed inlet's base in efforts to reduce the risk of settling, Contractor shall provide VDOT w/ fill compaction results prior, to road acceptance. Notes: 1. Inlet shaping (IS -1) shall be provided for all structures with a 4' or greater drop. 2. Saftely slab.s (SL -1) shall be provided for all structures taller than 12' 3. ST -1 steps shall be provided for all structures with a 4' depth or greater. 102 120A 480 bo (1 A) 480 475 0 175 --------------- - --- - ------- -------- -- . ... ..... .. Co 470 ........... . - - ---- 58% 470 475 --------------- T__Ml 20 C.4 ...... ..... .... .......... . ... Q) -0 > U_ W . ..... .... . . .......... j 470 465 .......... ...... ..... . 465 C�6 C-) 'K . ..... XIS Ina Grac e 29.52 _1_ ,HD .... .... . .... P k ............... , qqed. Grade 465 460 ............ .... . . .... ........ I . ..... 460 ........ ....... . ..... . ....... ..................... _j L-uj LO 27. 63' - 15" RCF DIP WATERLINE ()0 CM M ............ .. ....... .. L ........ ... .. 460 'X=0+25.28 455 CO . A 1. 1 .. K . i - 455 W V.=442.97 Z z 0 ..... -- 8" DIP WATERLINE ...................... .. . . . . . STA.=0+22.24 455 15" HDPE 0 0.87% 450 ..... . .......... .............. ............... ..... .......... .. .. ' 450 INV.=455.61 ............... . ........ .. ......... ............ ...... ...... ... .......... . .. ........ .......... ....................... .. 450 445 LL ........ .............. L .... .. ..... ... ........... ......... . .. ........ ............ 445 .......................... .............. .. M ....... 0_0 ............. .. ... .. ... .............. IL . . ... Ij . . ........................ L ......................... ................... 445 440 ........ ...... ... - ..................... L ........ .... 440 0 C-4 ip .. ............... .................. In,'Lo .............. ............. ................. !iQt L. L I ..�� -11-11-l) . t-- .... ....... L 440 435 L ................ .. .. ...... ......... . + -11 ............ 435 .. ........................ ........ .......................... ... ...... 0_.: - .................... .............. .................. :D 0-- > .............. ""Z .. 1, IL". -.1-1--< > 435 430 .. ..... ....................... * ................ in ................. I -Z -z - ...... ... .... v) K ' 430 -0 _425 0+00 1. For stormsewer pipes in fill, Compact Fill to 95% Optimum Moisture Content. 2. For inlets in fill situation: Contractor shall place fill under inlets at 95% compaction & embankment material shall consist predominantly of soil & be placed in successive uniform layers not more that 8" thickness before compaction in placement of fill, contractor shall excavate recently laid fill and install compacted VDAOT std. 21A stone in an 8 X8' o.c. compacted 21A area centered on the inlet. Contractor shall repeat this operation until an 8'X8' o,c. compacted 21A stone base is installed between the existing ground and the proposed inlet's base in efforts to reduce the risk of settling, Contractor shall provide VDOT w/ fill compaction results prior, to road acceptance. Notes: 1. Inlet shaping (IS -1) shall be provided for all structures with a 4' or greater drop. 2. Saftely slab.s (SL -1) shall be provided for all structures taller than 12' 3. ST -1 steps shall be provided for all structures with a 4' depth or greater. 102 120A 480 Storm Sewer Notes: Minimum Cover: 2' Minimum Seperations: Waterline: V Sanitary Sewer: 1' 475 470 465 460 ----Existing Grade -8", DIP WATERLINE 455 STA.=0+22.36 INV=460.00 450 445 440 4 717, 35 110�r I op 4* Ir r.) (97. 0. Jimmy L. Taggart tic. No. I.00 22841 AV 09/07/18 :i� ZONAL Slo�� bo 0 --------------- - M -------- -- Co _.rapasv_d� ------ - --- Q niw 58% --------- - --------------- T__Ml 20 Q) -0 > U_ W - - _----_- - _- j DID 4. Z ct'ft. C! LO LO C�6 C-) 'K 0 0 1 -1 C\1 -4 zt rr Cq to 1 0 V) I- V) �25 0+00 Storm Sewer Notes: Minimum Cover: 2' Minimum Seperations: Waterline: V Sanitary Sewer: 1' 475 470 465 460 ----Existing Grade -8", DIP WATERLINE 455 STA.=0+22.36 INV=460.00 450 445 440 4 717, 35 110�r I op 4* Ir r.) (97. 0. Jimmy L. Taggart tic. No. I.00 22841 AV 09/07/18 :i� ZONAL Slo�� REVISIONS CHANGE OF DESIGN FIRM APR. 26, 2018 COUNTY COMMENTS 11/27/13 COUNTY COMMENTS 04/04/14 ACSA COMMENTS 04/23/14 COUNTY COMMENTS 07/24/14 WAIVER REQUEs'r 06/14/16 LETTER OF REVISION 03/08/18 COUNTY COMMENTS I 06/07/18 COUNTY COMMENTS 07/20/18 COUNTY COMMENTS 09/07/18 0 04 CM 04 20 Q) -0 > U_ W j DID 4. Z ct'ft. > W W C�6 C-) 'K 0 0 1 -1 C\1 -4 zt rr Cq to 1 0 W 0 cc cc 4. lu _j L-uj LO CO 'K ()0 CM M z 0 CO r2l W Z z 0 REVISIONS CHANGE OF DESIGN FIRM APR. 26, 2018 COUNTY COMMENTS 11/27/13 COUNTY COMMENTS 04/04/14 ACSA COMMENTS 04/23/14 COUNTY COMMENTS 07/24/14 WAIVER REQUEs'r 06/14/16 LETTER OF REVISION 03/08/18 COUNTY COMMENTS I 06/07/18 COUNTY COMMENTS 07/20/18 COUNTY COMMENTS 09/07/18