Loading...
HomeMy WebLinkAboutSDP202000078 Approval - County 2021-02-05�� OF ALB GIRGIN1P47 COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902-4596 February 5, 2021 Scott Collins Collins Engineering 200 Garrett St, Ste K Charlottesville, VA 22902 scott@collins-en ing eering com RE: SDP202000078 Glenbrook at Foothill Crossing Phase V — Initial Site Plan Mr. Collins: The Agent for the Board of Supervisors hereby grants administrative approval of the above referenced site plan. This approval shall be valid for a period of five (5) years from the date of this letter, provided that the developer submits a final site plan for all or a portion of the site within one (1) year after the date of this letter as provided in section 32.4.3.1 of Chapter 18 of the Code of the County of Albemarle, and thereafter diligently pursues approval of the final site plan. In accordance with Chapter 18 Section 32.4.2.8 Early or Mass Grading may be permitted after the following approvals are received: 1. Engineering approval of a V SMP plan meeting the requirements of Chapter 17 of the Code of the County of Albemarle. 2. Approval of all easements for facilities for stormwater management and drainage control. The final site plan will not be considered to have been officially submitted until the following items are received: 1. A final site plan that satisfies all of the requirements of section 32.6 of Chapter 18 of the Code. 2. Applicable fee. See Sec. 35.1. Please submit digital copies of the final plans as well as two (2) paper copies to the Community Development Department. The assigned Lead Reviewer will then distribute the plans to all reviewing agencies. Once you receive the first set of comments on the final site plan, please work with each reviewer individually to satisfy their requirements. The Department of Community Development shall not accept submittal of the final site plan for signature until tentative approvals for the attached conditions from the following agencies/reviewers have been obtained: SRC Members: Albemarle County Planning Services (Planner) (Mariah Gleason, mgleason@albemarle.org) Albemarle County Engineering Services (Engineer) (Matthew Wentland, mwentlandgalbemarle.org) Albemarle County Information Services (E911) (Elise Kiewra, ekiewra@albemarle.org) Albemarle County Building Inspections (Betty Slough, bsloughgalbemarle.org) Albemarle County Department of Fire Rescue (Howard Lagomarsino, hlaQomarsinogalbemarle.org) Albemarle County Service Authority (Richard Nelson, melson@serviceauthority.org) Virginia Department of Transportation (Adam Moore, adam.moore@vdot.vir ig nia. gov) If you have any questions about these conditions or the submittal requirements please feel free to contact me at (434) 296-5832 ext. 3097 or mgleason a&albmarle.org. Sincerely, �4* Mariah Gleason Senior Planner, Community Development mgleason@albemarle.org CC: Jeremy W. Swink swinkiwkstanleymartin.com Gregg P. O'Donnell odonnellgpgstanleymartin.com Memorandum To: Scott Collins, scoff(4,)collins-engineering.com From: Mariah Gleason, Senior Planner Division: Planning Date: 2/5/2021 Subject: SDP202000078 Glenbrook at Foothill Crossing Phase V — Initial Site Plan Albemarle County Planning Services Mariah Gleason, mgleason@albemarle.org — Requests Changes 1. [Comment] Development in stream buffers. Staff recommends reducing the encroachment of proposed residential lots into stream buffer areas wherever possible. 2. [Comment] Spacing. Staff recommends providing as much space as possible between the walkways/front porches of Lots 12, 13, and the eight (8) foot access easement to avoid undesirable conflicts between residents and trail users. 3. [32.5.2(n)] Retaining walls. a. Since the proposed retaining wall between Lots 19-22 and the recreation area crosses a property line - to lie on a portion Lot 26 - a retaining wall easement will be needed for this feature. b. Is a retaining wall proposed at the entrance to the tot lot? Please label this feature and provide all relevant information. "Note: The tot lot will need to be ADA accessible. 4. [32.5.2(a)] Zoning notes. Include in the zoning notes that a sidewalk modification for Indigo Road was approved by the Planning Commission on June 16, 2020 with conditions. The Action Letter is attached with the condition of approval also provided below. "The locations of sidewalks for the Foothill Crossing Phase V development must be in general accord with the sidewalk locations as shown on the plans entitled "Foothill Crossing Phase V - Road Plans, SUB2020-00021," which were prepared by Collins Engineering and are last dated March 30, 2020." 5. [32.5.2(b)] Proposed density. Update the "Proposed Density" calculation to reference 35 units instead of the previous 31 units. 6. [32.5.2(n)] Unit type/layout. Staff acknowledges that the proposed unit type for this development has changed. Please update the inset unit type layout provided on the Site Plan accordingly and provide a typical building footprint measurement. 7. [32.5.2(n)] Driveways. Some driveways appear to cross property boundaries, for example Lots 26 and 31. Revise the plan so these aspects are restricted to the lots they serve. 8. [32.5.2(m), 32.5.2(i)] Emergency access road/easement. Consider making this emergency access easement public to allow bike and pedestrian access. 9. [32.5.2(i)] Future greemvay easement. The Existing Conditions sheet indicates that a portion of the northwest comer of this property will be within a future greenway easement area. Please provide an easement for this area with the plans/plats currently in review OR revise/remove this area from the plans. 10. [32.5.2(i)] Typical road cross-section. Provide a typical cross-section and measurement for areas where on -street parking is proposed, for both Indigo Rd and Crimson St. 11. [32.5.2(a)] Abutting property information. On the Existing Conditions sheet, label the tax map and parcel number, name of the owner, zoning district, and present uses of abutting parcel TMP 56-57132. 12. [32.5.2(d)] Wooded areas. Identify whether existing and preserved tree areas are composed of evergreen, deciduous, or a mix of type. This comment applies to both the Existing Conditions and Landscape Plan sheets. 13. [32.5.2(a)] Sheet labels. Revise the sheet index list provided on the Cover Sheet to reflect individual sheet names. Not all of the sheet names currently align with the index list. 14. [Comment] Labels. a. The "Proposed Retaining Wall" label on Lot 29 of the Site Plan Sheet notes that the retaining wall design is provided on Sheet 5. However, no design specification was provided on Sheet 5. Please update this reference accordingly. b. There appears to be a disconnected ten (10) foot building separation label on Lot 22 (5' S'). Please review and revise accordingly c. Ensure there are no overlapping labels, particularly on the Grading and Drainage Plan sheet. For example, it is difficult to clearly read several of the proposed contour labels on this sheet. 15. [32.5.2(i)] Easements. Easements needed to facilitate this development must be recorded and noted on the final site plan prior to final site plan approval. It appears many placeholders have already been included in the plan sets. Staff anticipates this information will be provided once it is known. 16. [32.7.9] Landscape plan. For the final site plan: a. It seems the Botanical and Common Names for trees may have been switched for some of the prescribed tree species. Please review and revise accordingly. b. The landscape plan map shows 55 Quercus Palustris (Pin Oak) street trees. Providing potential plan changes due to Comment 17, below, please update the proposed street trees for the development as well as individual street frontages. c. Similarly, update the planting schedule as well as the plan map label for the Pin Oaks accordingly. d. Please revise the tree canopy calculations such that the required canopy is based on 5.842 acres. e. There appears to be some issues concerning the tree canopy calculation. Specifically, in regards to the "Stream Buffer Area". Since this has been an issue in previous plan submittals (SDP202000013), please work with staff on how this requirement is met. Staff may have some options. 17. [32.5.2(i)] Landscape easements. For the final site plan, expand the six (6) foot landscaping easement to capture all required street trees, or remove the trees that fall outside the easement area due to conflicts with proposed utilities. 18. [4.16] Recreation area. Will mulch from the tot lot extend past the proposed chain fence and retaining wall? Albemarle County Engineering Services (Engineer) Matthew Wentland, mwentlandgalbemarle.org — Requests changes 1. The approved road plans will need to be revised to match the new layout prior to approval of a final plat. 2. Show all proposed easements on the plans, including the Forest & Open Space from the VSMP plans. Albemarle County Information Services (E911) Brian Becker, bbecker@albemarle.org — No Objection Albemarle County Building Inspections Betty Slough, bsloug_hgalbemarle.org—No Objection Albemarle County Department of Fire Rescue Howard Lagomarsino, hlaQomarsinoCc�r�,albemarle.org — Requests Changes 1. Fire Access Roads must maintain a minimum of 20 ft unobstructed travel width, including appropriate No Parking signage/markings need to be provided and maintained to avoid vehicle parking contributing to an obstruction. There are several No parking signs indicated on the plan, but unable to clearly identify if adequate. Please clarify the locations of all required no parking signage/markings. 2. Please provide a current flow test to verify adequate fire flow availability. Albemarle County Service Authority Richard Nelson, melson@serviceauthority.org — No Objection Virginia Department of Health Josh Kirtley, joshua.kirtlakvdh.vir ig nia.gov —No Objection Virginia Department of Transportation Adam Moore, adam.moore&vdot.vir iginia.goy — Requests Changes; see comment letter attached (Z) COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION Stephen C. Brich, P.E. 1401 East Broad Street Commissioner Richmond, Virginia 23219 February 4, 2021 Marian Gleason County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Re: SDP-2020-00078- Glenbrook at Foothill Crossing Phase 5 — ISP Dear Ms. Gleason: (804) 786-2701 Fax: (804) 786,2940 The Department of Transportation, Charlottesville Residency Transportation and Land Use Section, has reviewed the above referenced Glenbrook at Foothill Crossing Phase 5 — ISP, as submitted by Collins Engineering, dated December 21, 2020 and find the following: 1) Parking should be removed from the sight triangle on Indigo Road. 2) Sight lines location of eye do not appear to be per RDM F-40 Intersection Sight Distance detail and table 2-5 and RDM B(1)19 Sight Distance. Eye location will be a minimum 14.5 feet from the edge of travel lane. 3) CG-12 do not appear to be depicted on the plans per details. Truncated domes begin at the back of curb line. A VDOT Land Use Permit will be required prior to any work within the right of way. The owner/developer must contact the Charlottesville Residency land Use Section at (434) 422-9399 for information pertaining to this process. If you have further questions please contact Max Greene at (434) 422-9894. Sincerely, Adam J. Moore, P.E. Area Land Use Engineer Charlottesville Residency VirginiaDOT.org WE KEEP VIRGINIA MOVING COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 Fax (434) 972-4126 November 30, 2020 Scott Collins Collins Engineering 200 Garrett Street, Ste K Charlottesville VA 22902 scott(cDcollins-enoineerino.com RE: SUB202000021 Foothill Crossing Phase V Modification Request Dear Mr. Collins The Albemarle County Planning Commission, at its meeting on June 16, 2020, approved the applicant's request to waive the establishment of sidewalks on both sides of a public street, as required under County Code §14-422, by a vote of 7:0. This approval is subject to the following condition: 1. The locations of sidewalks for the Foothill Crossing Phase V development must be in general accord with the sidewalk locations as shown on the plans entitled "Foothill Crossing Phase V - Road Plans, SUB2020-00021," which were prepared by Collins Engineering and are last dated March 30, 2020. A copy of the plans entitled "Foothill Crossing Phase V - Road Plans, SUB2020-00021," which were prepared by Collins Engineering and are last dated March 30, 2020, is attached to this letter. If you should have any questions or comments regarding the above noted action, please do not hesitate to contact me at (434) 296-5832 or email: mgleason(a)albemarle.org. Sincerely, kdaa* Mariah Gleason Senior Planner Planning Division Cc. Daily South Investments LLC PO Box 1467 Charlottesville VA 22902 GENERAL NOTES OWNER: GLENBROOK, LLC PO BOX 1467 CHARLOTTESVILLE, VA 22902 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET, SE SUITE 400 CHARLOTTESVILLE, VA 22902 ATTN: ALAN TAYLOR ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 05600-00-00-057B3 TOTAL AREA: 5.84 AC. ZONING. R-6 RESIDENTIAL, STANDARD LEVEL - CLUSTER DEVELOPMENT DENSITY: ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT-6 DU/AC 5.84 ACRES x 6 UNI IS / ACRE = 35 UNI IS PROPOSED DENSITY: PROPOSED LOTS = 31 31 UNITS/ 5.84 AC. = 5.3 DU/AC. PROPOSED USE: 31 SINGLE FAMILY ATTACHED UNITS (TYPICAL NUMBER OF BEDROOMS FOR EACH UNIT SHALL BE (2) OR (3) BEDROOMS) OPEN SPACE: TOTAL OPEN SPACE PROPOSED = 1.622 AC (27.81.) TOTAL OPEN SPACE REQUIRED (251-.) = 1.46 ACRES OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION. OPEN SPACE A = 0.067 ACRES OPEN SPACE B = 0.092 ACRES OPEN SPACE C = 1.3B3 ACRES OPEN SPACE D = 0.055 ACRES OPEN SPACE E = 0.025 ACRES RECREATION AREA: TOTAL AREA PROVIDED = 37,950 SF (6,200 SF REQUIRED) 4,450 SF PROVIDED FOR ACTIVE RECREATIONAL TOT LOT. (MIN. TOT LOT SIZE = 2,000 SF) 33,500 SF PROVIDED FOR THE PRIMITIVE WALKING TRAIL AND PASSIVE RECREATIONAL AREA. SEE SHEET 3 FOR DETAILS ON THE ACTIVE AND PASSIVE RECREATIONAL AREAS. PRESERVED/MANAGED SLOPES.' NO PRESERVED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. SMALL AREAS OF MANAGED SLOPES ARE LOCATED ON THE PROPERTY AND SHOWN ON THE EXISTING CONDITIONS PLAN SHEET BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET NOTE: VILLA UNITS WILL BE 1-1/2 STORIES AND A MAXIMUM OF 25' IN HEIGHT SETBACKS: FRONT. MIN. 5' (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) MAXIMUM - 25' MAXIMUM SETBACK SIDE: MINIMUM - 5 FEET UNLESS THE BUILDING SHARES A COMMON WALL MAXIMUM - NONE BUILDING SEPARATION: 10 FEET, UNLESS THE BUILDING SHARES A COMMON WALL REAR: 20' MINIMUM AND NO MAXIMUM SUBDIVISION STREETS: CURB & GUTTER WATERSHED: LICKINGHOLE CREEK WATER SUPPLY WATERSHED AGRICULTURAL/ FORESTAL DISTRICT: NONE TOPO & SURVEY- TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH, GALE AND ASSOCIATES AND LOUISA AERIAL SURVEYS INC., JANUARY 2007 THE BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES. INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING IN DECEMBER OF 2018. DATUM: NAD 83 EXISTING VEGETATION: LARGELY WOODED WITH SMALL OPEN SPACES & LIGHT UNDERBRUSH LIGHTING: NO LIGHTING IS PROPOSED PARKING: 2 OFF-STREET PARKING SPACES SHALL BE PROVIDED FOR EACH UNIT. ON -STREET PARKING SHALL BE PROVIDED WHERE INDICATED ON SITE PLAN. ONE GUEST PARKING SPACE IS REQUIRED FOR EVERY 4 UNITS. TOTAL UNITS = 31 UNITS/4 = 8 GUEST PARKING SPACES REQUIRED TOTAL ON STREET GUEST PARKING SPACES PROVIDED = 8 SPACES PHASING: THE PROJECT WILL BE COMPLETED IN ONE PHASE. THE EROSION & SEDIMENT CONTROL PLAN 1S SEPARATED INTO TWO PHASES. BURIAL SITES: NO CEMETERIES WERE FOUND DURING A FIELD INVESTIGATION OF THE SITE. STREAM BUFFERS: THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE RETAINING WALLS: A RETAINING WALL IS PROPOSED WITH THIS PLAN, SEE SHEET 5. IMPERVIOUS AREAS: Proposed Roadway 34,600 sf Proposed Sidewalk 9,425 sf Proposed Driveways 16,225 sf Proposed Residences 53,550 sf Proposed Emergency Access 9550 NOTES: ' 1. 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT. 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 3) THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS BASED ON FEMA MAP NUMBERS 51003CO229D ADOPTED FEBRUARY 4, 2005. 4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. 5) ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE 17E TRIP GENERA7ON MANUAL, 10TH EDITION. CODE 220 WAS USED FOR THE DEVELOPMENT PROPOSED 31 DWELLING UNITS ADT RATE — 7.32 VPD PER DU = 227 ADT (113.5 ENTER/113.5 EXIT) AM PEAK RATE — 0.46 VPH PERDU = 14 VPH (3 ENTER/11 EXIT) PM PEAK RATE — 0.56 VPH PER DU = 17 VPH (11 ENTER/6 EXIT) 6) ALL TRASH SHALL BE COLLETED BY A DRIVING DUMPSTER SERVICE — EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. 7) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDA77ON ZONE. 8) RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS CROSSING LOT LINES REQUIRE AN EASEMENT. 9) ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. FOOTHILL CROSSING SNOW to ♦ / PHASE V -ROAD PLAN SUB2020-00021 WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA " 11 ♦ \� \\ 4k \ LOT 13 i LOT u LOT ss LOT ao \ \ ��\ '' `. \ LOT ay LOT 9 LOT 25 \ �' ' \ LOT I �� �, LOT 16 \ _ LOT T LOT 6 LOT A c LOT 5 LOT a8 - LOT 29 LOT 26 1 ` L� a ``- _ - LOT 25 LOT z7 I A\ - z l LOTzp LOTz8 - — LOT 3 ;, - LOT zo LOT 23 LOT z LOT za \ OT 29 \\I LOT n LOTzz II-1. 5 ` y< LOT 3o\\ '7 \ INDIGOROAD L0T3a I VAR. WDITH PUBLIC RIW CLAUDIUS CROZET PARK SHEET LAYOUT SCALE: 1" = 60' OVERALL ACREAGES TOTAL ACRES OF LOTS 2.99 AC (51.27.) TOTAL ACRES OF OPEN SPACE: 1.62 AC (278,) TOTAL ACRES OF ROW 1.23 AC (21.0,-) GENERAL BUILDING DEPARTMENT NOTES: 1. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 2. DUE TO REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA, UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. THE BUILDER/DEVELOPER SHALL PLAN ACCORDINGLY. SITE VICINITY MAP SCALE: 1" = 2000' R ADS LEGEND EXIS77NG CULVERT 0 CULVERT Q DROP INLET & STRUCTURE NO. CURB CURB & GUTTER O PROPOSED PAVEMENT EC-3A DITCH DEPTH OF EC-3A DITCH EC-2 DITCH DEPTH OF EC-2 DITCH EARTH DITCH DRIVEWAY CULVERT ^ c ' BENCH MARK _ _ — _ — CLEARING LIM17S w- EXISTING CONTOUR zoo PROPOSED CONTOUR _ VDOT STANDARD STOP SIGN • PROPOSED SPOT ELEVATION FINAL SITE PLAN SHEET LIST Sheet Number Sheet Title 1 2 COVER SHEET EXISTING CONDITIONS 3 SITE PLAN 4 UTILITY PLAN GRADING & DRAINAGE PLAN 5 6 ROAD PROFILES 7 STORM PROFILES SANITARY PROFILES 8 9 NOTES & DETAILS 10 SITE UTILITY DETAILS LANDSCAPING PLAN 11 12 DRAINAGE AREA PLAN & CALCULATIONS 13 CULVERT PLAN TOTAL SHEETS 13 BASIN O SCOTT R. LINSZ U Lic. No. 035791 n A� 03/30/20 w4� APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. Yl Zo a ' H U w m If U) t] U) J o Q< zUJ k W L z 0 in m w 0 z 0 W 0 CD FN N O O � M M MV z 0') ti Cy') Ch (n N M W N CD 0') N W N z W .J .J 0 LU O z J _ W LU Ul H zLU w L.L U) W Q ATI An Is ■M z 3 Q J Q f� I Uj w a = U) w o (U(f) LL_ —I J F1 O O w n LL U w w O w JOB NO. 112066 SCALE S SHOWN V I I i I i w I I I1 I I� Iw li LEGEND: TMP: 05600-00-00-057DO OWNER: GLENBROOK, LLC MANAGED STEEP SLOPES 1II U�' ACREAGE: 9.72 AC Q N� ZONING: R-6 RESIDENTIAL EXISTING TREELINE - D.B./PG.: 5039/66 SCOTT R. NS7- USE: RESIDENTIAL - - - - - - - - - - 100'STREAMBUFFER U Lic. No. 035791 03/30/20 w4i EXISTING LOT LINE] III _ - _ TMP: 056A2-04-00-000AO OWNER: PARKSIDE VILLAGE HOMEOWNERS ASSOCIATION, INC ACREAGE: 5.69 AC ZONING: R-6 RESIDENTIAL D.B./PG.: 3205/626 USE: OPEN SPACE FOR THE VILLAGE NEIGHBORHOOD ���a.■■■. w _ -7 / ! NO2° 44' 13"E 49.99' 1 OS6A2-04-00-00600 / J PARISI, RONALD & ALBERTA \ / 0.1820 ACRES \ r I \ J ZONING: R-6 RESIDENTIAL \ f f D.B. 4917-PO: 546 056A2-0400-0170R MURRAY, DENISE 0_.1760 ACRES ZONING: R-6 RESIDENTIAL -D.B. 2643-PG: 53 r - - I - - ]I i 056A2-04A0-00600 X '---056A204-00-01600+J BECK, JUSTIN CHARLES� \ - DEAN W SCHOTT & w r OR SARAH ANNE \ ' SANDRA E HAUSMAN I r 1 J 0.2150 ACRES 0.1850 ACRES �f wl r ZONING: R-6 RESIDENTIAL / - ZONING: R-6 RESIDENTIAL D.B. 3640 PG. 282 1 f _ D.B. 4775 PG. 174 ' 056A2-04-00-01500 - - r 056A2-04-00-00700 . 1 'r ROTHMAN,-BENJAMIN A OS6A2-04-00-00500 , CANARY PARTNERS RLLLP �r I 'r 0.1990 ACRES OR �ERIN C -- - i KIRBY, PHILIP M g w - ( ZONING: R-6 RESIDENTIAL i f �f 0.1680 ACRES 1 ;' / OR JENNIFER l D.B. 5107 PG. 85 Ir i ZONING: R-6 RESIDENTIAL \ 10.2390 ACRES 118. 2708 PG. 619 / r y ,r ZONING: R-6 RESIDENTIAL - 056A2-0400_-00800 ! D.B. 2229 PG. 297 r / �ENTURAOR 1400E JR If Iy J - �` USE: RESIDENTIAL r � r - - ] f f _ _ OR KAREN A FRANKLIN, ALAN G 0.2270 ACRES �' rr OR SHANNON C ZONING: R-6 RESIDENTIAL �f 0.1740 ACRES f �056A2-04-00-00400 D.B. 2838 PG. 641 J I ZONING: R-6 RESIDENTIAL ' r - - I - D.B. 2952-PG. 115 ( r MOORE, RICHARD - -- OR GANA 056A2-04-00-01300 - - - - �� ! ` - _ - - , f 0.1990 ACRES KASENj, SCOTT D f 056A2-04-00-00900 - r f ZONING: R-6 RESIDENTIAL r--DB. 3924 PG. 271 OR KASNSCO II; GOADHOUSE, STEPHEN _ 0.1980 ACRES it j ,r ORURSULA /r. y r �'-USE,RESIDENTTAL CREI ZONING: R-6 RESIDENTIAL it I ZG7760 A R-6 RESIDENTIAL D.B. 4611 PG. 263 I _ _ I 056A2-04-00-00300 0 P D.B. 3551 PG. 086 f � IONES, BEN]AMIN MARTIN o OR SARA BETH 056A2-04400-01-200 - I 056A249-00-01000� _/ 0.2120 ACRES p GROTH, EMIL w ---ROWANHILL, JONATHAN Z ZONING: R-6 RESIDENTIAL OR ELIZABETH F Y� ' OR ANDREA - Q r] r D.B. 4369 PG. 199 2 0.2170 ACRES _ i 0.1750 ACRES �- _ \ ZONING: R-6 RESIDENTIAL r FUSE: RESIDENTIAL ZONING: R-6 RESIDENTTAL \ \ D.B. 2533 PG. 177 - - ` ] , -- v ixJr , - -- _ D.B. 4479 PG. 396 m 1 -- 056AT-04-00-00200 BEASLEY, ALBA E 056A2-0¢-00=0190 \ - 0 ` - ( 1 I " OR PAMELA B STRICKLAND, JAMES KELLY l I 0.2120 ACRES OR CARRIE T ! i ZONING: R-6 RESIDENTIAL \ 0.2310 ACRES 1 D.B. 2275 PG. 096 \ ZONING: R-6 RESIDENTIAL- - - -- �� D.B. 2250 PG. 214 ' I f -uS-E_RE§IDENTIAI. _ 056A2-04-00-00100 _, -- ---- - JUSTIN F & KATHERINF. PICKRAL 0.2710 ACRES ]° ZONING: R-6 RESIDENTIAL D.B. 4814 PG. 250 4 IN - O/G USE: RESIDENTIAL 40l cN TMP: 056A2-01-00-07200 StCR D OWNER: CLAUDIUS CROZET PARK, INC ACREAGE: 10.73 AC ZONING: RURAL \' D.B./PG.: 1536/408 % EXISTING 12" DI WATERLINE 20' WATERLINE EASEMENT RESERVED FOR FUTURE EXTENSION D.B. 1974, PG. 456 AREA RESERVED FOR PUBLIC DEDICATION UPON DEMAND BY THE COUNTY D.B. 1974, PG. 456 EX MH PSV OS-17 N89' 51' 11"W 108.79' EX. ACSA SANITARY SEWER IN 20' ACSA SANITARY ESMT D.B. 1997. PG. 235 / 100' STREAM BUFFER FOOTHILL CROSSING II CURRENTLY UNDER CONSTRUCTION PER APPROVED PLAN \ SUB201400187 �EX MH PSV OS-16 \\ EXISTING SWM FACILITY IS -� APPROVED UNDER \\ WP02017-00020 \ \ EXISTING CREEK ♦ ' \\ \ \ EXISTING \ \ \ \ TMP: 05600-00-00-057B1 MANAGE \ ' \ OWNER: GLENBROOK, LLC SLOPES \ . \ ACREAGE: 9.32 AC \ \ \ ZONING: R-6 RESIDENTIAL D.B./PG.: 5039/75 \ USE: SINGLE FAMILY RESIDENTIAL \ . \ BENCHMARK: \ EX MH PARKSIDEVIL-1-14 \ N : RIM=640' \ 0 IiINV IN-633.7' \ ♦ I ` V OUT=633.4' \ \ cli + \ TMP: 05600-00-00-057B3 100' STREAM BUFFER \ 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ FUTURE PRIMITIVE CLASS B TYPE 1 TRAILWAY FOOTHILL CROSSING GREENWAY AREA GLENBROOK GREENWAY AREA OWNER: GLENBROOK, LLC ACREAGE: 5.84 AC ZONING: R-6 RESIDENTIAL D.B./PG.: 5039/71 NOD o 42 / 11 w 550. 65, NOTES: 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. 2. TOPOGRAPHY IS PROVIDED BY A COMBINATION OF ROUDABUSH, TMP: 056A2-01-00-072AO GALE & ASSOCIATES AND LOUISA AERIAL SURVEYS IN JANUARY OF OWNER: CLAUDIUS CROZET PARK, INC 2007. THE BOUNDARY LINE INFORMATION IS PROVIDED BY ACREAGE: 11.67 AC ZONING: RURAL ROUDABUSH, GALE & ASSOCIATES. TOPOGRAPHY HAS BEEN FIELD D.B./PG.: 08 VERIFIED IN DECEMBER OF 2018. USE: PUBLIC PUBLIC PARK 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. THE MANAGED STEEP SLOPES ARE LABELED. l\� 4. A 100' WPO STREAM BUFFER IS SHOWN. 1 � 1 \\ 1, , \\ \120' SANITARY SEWER \ ♦ EASEMENT ♦ D.B. 1997, PG. 235 vsue ♦ ��', v EXISTING LOT \ 1 \ EXISTING TREELINE ` ♦ ,r 1 1 1 ♦ � 1 1 � 1 1 ♦ 1 rn ♦ 1 1 m 1 \ c \ \\ two EXISTING CREEK- \ \. 1 I N52° 02' 18"W 30.65' %N49' 19' 58"E 22.09' 1 � 1 \ TMP: 05600-00-00-05500 % OWNER: COUNTY OF ALBEMAR E C/O FINANCE ADMINISTRAT QN RM 1 ACREAGE: 2.19 AC \ ZONING: R-4 RESIDENTIAL D.B./PG.: 2397/431 TMP: 05600-00-00-057132 OWNER: GLENBROOK, LLC ACREAGE: 8.50 AC ZONING: R-6 RESIDENTIAL D.B./PG.: 5039/75 USE: SINGLE FAMILY RESIDENTIAL 1 1 1 50 l GRAPHIC SCALE 50 100 ( IN FEET ) 1 inch = 50 ft. Z z o a J a 0 u ^ U m w wz t� J z O ` V) z W w z O th to U) !n 0 z O w In 0 0 o 0 O N M ul z J J 0 u Cl? C+) N M N 0) Ld N J J U) H 0 Q U Y F_ D U) w Of U) w af c� 0 0 N u w w a Tw JOB NO. 112066 SCALE ill =50' 2 3/1G' STEEL PLATE WELDED TO POST & GROUND SMOOTH 2-1/2' DIA. GALVANIZED STEEL POST. PAINTED WITH 2 COATS OF PRIMER AND INSIGNIA YELLO 3/4' DIA. STEEL PIN W/ HEAD W/ 3/8' DIA. HOLE FOR LOCK FINISH SURFACE 3' DIA- GALVANIZED ; STEEL PIPE SLEEVE CPAINT ABOVE GROUND , PORTION SAME AS POST) CONCRETE FOOTING a _ 3/1G' STEEL PLATE WELDED T TO SLEEVE 12' NOTE: DRILL A 13/1G' DIA. HOLE THRU BOTH THE P05T AND SLEEVE FOR PIN PLACEMENT. 12' 16' N 5UNRC PORCH/ ri OR " DECKI 20' PATIO 16' ~ PATIO VILLA UNIT VILLA UNIT TYPE B TYPE A M . \ FUTURE FOOTHILLS PHASE II LOT LOT BUILDABLE . \ EXISTING POND APPROVED UNDER WP0201700020 INFRASTRUCTURE PER APPROVED PLAN NUMBER AREA SF AREA SF NOTE: THE PASSIVE RECREATION AREA (33,500 \ SF) IS THE AREA LOCATED WITHIN THE STREAM \ ` SUB T TO INCORPORATE FUTURE SUBDIVISION CO BUFFER AND OUTSIDE OF THE PROPOSED LOTS \ \ PLAT TO INCORPORATE EMERGENCY 1 4,200 2,904 PROPOSED \ \ ACCESS ROAD CONNECTION. 2 3,360 2,534 BENCH AND EMERGENCY ACCESS ROAD \ \ � RIGHT OF WAY PLATTED WITH RECORD 3 3,360 2,560 9 ! PLAT,D8.5o39,PG.66 4 3,785 2,464 REMOVABLE BOLLARDS COMPATIBLE 5 3,784 2,464 PROPOSED \ \ WITH KNOX BOX LOCKING SYSTEM FOR BENCHPASSIVE \ \ ` FIRE RESCUE TO BE INSTALLED TO 6 3,360 2,560 / ✓ RECREATION EXISTING STREA \ \ ' \ 7 3 794 2 464 AREA \ \ � PREVENT VEHICULAR ACCESS BUT STILL S0, \ ' \ ALLOW ACCESS FOR EMERGENCY VEHICLES. 8 3,784 2,464 33,500 SF G°S) \ ' \ \ SEE DETAIL, THIS SHEET 9 3,360 2,560 NOTE: THE PRIMITIVE PATHWAY SHALL TIE -INTO \ \ l� \ EMERGENCY ACCESS DESIGN 10 5,555 3,544 4 THE PAVED EMERGENCY ACCESS ROAD / \ ' \ WEIGHT BEARING CAPACITY 11 6,891 4,476 PEDESTRIAN &BICYCLE PAT AY FOR AN ACCESS \ \ CONNECTION ACROSS THE CREEK AND TIE-IN \ ' \ SHALL BE 85,0oo LBS� 0 12 3,617 2,814 of CONNECTION TO THE FUTURE DEVELOPMENT 13 4,957 3,411 a 1� \ .� \ \ 14 4,565 3,052 / EXISTING lOo' \ / \ \ \ ' \ STREAM BUFFER \ PROPOSED zo' ASPHALT 15 3,186 2,382 \ \ EMERGENCY ACCESS DESIGN \ \ EMERGENCY ACCESS AND 16 5,331 3,760 WEIGHT BEARING CAPACITY \ S \ BICYCLE/PEDESTRIAN ACCESS. 17 5,407 3,885 SHALL BE 85,000 LBS \ ' \ \ ` SEE DETAIL, SHEET 9 18 3,267 2,463 1 PAVED EMERGENCY ACCESS TO CONNECT TO 19 3,736 2,405 GLENBROOK DEVELOPMENT FOOTHILLS 20 3 642 2 341 00 „011 ov. r CO'I'T R ( HJN�7 I,ic No 0 1579 1 rJ 03/30/20 \r 3 \ PHASE II DEVELOPMENT SUBzoi8000z LOT 3 21 3,278 2,477 \ \ MAX SETBACK- --_ \ \\\ 22 4,187 2,783 Z o 1 Q l \ \ \ \ ACCESS ROAD TO BE EXTENDED 23 5,920 4,510 1 / LOT 12 TO PARK RIDGE DRIV O " / \ \ NO PARKING SIGN �- \ UNTIL THE ROADWAY INFRASTRUCTURE 24 3,485 2,669 v m 6' LANDSCAPING & PROPOSED zo' ASPHALT \\ ' \ ` FOR FOOTHILLS PHASE II IS COMPLETE 25 5,196 3,306 H o J ; \ A MAINTENANCE EASEMENT V A N PROPOSED EMERGENCY ACCESS AND \ LOT 11 \ \,,BENCH BICYCLE/PEDESTRIAN ACCESS, \ ' 26 3,636 3,831 z SEE DETAIL, SHEET g ' \\ ` 27 3,636 2,831 \ z k co I \ 28 6,508 4,106 ' w ~ 1 \ 5' FRONT SETBACK 37 PROPOSED PRIMITIVE \ Lu i TRAILWAY(TYP.) \\ S \ 29 5,595 3,598 REMOVABLE BOLLARDS COMPATIBLE OCATED WITH \ ' \ ` 30 3,633 2,828 \WITH KNOX BOX LOCKING SYSTEM FOR 33r500 SF PASSIVE \ \ 31 5,134 3,390 ! FIRE RESCUE TO BE INSTALLED TO RECREATION AREA \ ' \ ri J O- PREVENT VEHICULAR ACCESS BUT STILL �� \ \ NOTES: ALLOW ACCESS FOR EMERGENCY VEHICLES. \ S \ 1. THE STREAM BUFFER(S) SHOWN HEREON SHALL BE 97' ti~ _ SEE DETAIL THIS SHEET \ \ \� \\ ` MANAGED IN ACCORDANCE WITH THE ALBEMARLE v, o PROPOSED \ OPEN �� \ '' \ COUNTY WATER PROTECTION ORDINANCE. "GARAGE 1 _ Q CG-6 CURB SPACE C \ \IN GARAGE zo.5 GE 11' }r z THE DEMARCATED AREA OR THE CONCRETE TE V • C6 N D (TYP) PROPOSED R/W M jo3 (1.383 AC) \ UNTY CODE, IF N 20.5k2i 11' z1' ° 9 ` AM BACKYARD PATIOS FOR EACH SINGLE FAMILY UNIT t DRIVEWAY ASPHALT PAVEMENT \\ \ \ \ FALLS WITHIN THE REAR YARD SETBACK, IT MAY 2_7_ m - - \ ONLY BE DEVELOPED AS A PATIO. NOTE, DECKS AND LOT 10 , I _ SEE SHEET 9 FOR PAVEMENT DETAIL 8' GRAVEL PATHWAY AND ' \ ` COVERED PORCHES MAY EXTEND 4 INTO THE REAR 1o' ACESS EASEMENT FOR ' �\ 1 , 05' l \ ACCESS TO THE SWM FACILITY ' YARD SETBACK. 1 _ �, _ LOT 14 AND PROPOSED RECREATION AREA. \ \ ` 3. RETAINING WALLS GREATER THAN 3' IN HEIGHT p 18' WIDE _ )1 \ REQUIRE A SEPARATE BUILDING PERMIT. WALLS CO DRIVEWAY 40 SEE DETAIL, SHEET g ' \.. ` EXCEEDING IN HEIGHT REQUIRE A STAMPED S z MINIMUM ' N N0 PARKING SIG 128,` �� \\ ' \\ ENGINEER DESIGN. ^� N. \ \ ` 4. ALL WATERLINES SEWER LINES AND FIRE LINES 2o' REAR YARD 9 1 P/L LOT \ FROM THE MAIN TO THE STRUCTURE MUST HAVE A SETBACK (TYP.) cb�Q� \ / LOT 15 \ \\ \ \ TYPICAL UNIT LAYOUT W/ DRIVEWAY u_ (N.T.S.) I 1O5' yl ti`�°` DEPARTMENT. ION PERFORMED BY THE BUILDING w /� DE VISUAL ------.- ' \ LINSPECT _ l 9' y _ h °o ROP ED 5' SID EWALK PRO OS � � \ o PROPOSED BLACK VINYL \\ , S\\ 1 LOTH `� POSED 6 LOT 16 ^7 N CHAIN -LINK FENCE \ \ \ TIE -INTO EXISTING !j PLANTING STRIP PROPOSED `` MIN.HEIGHT=42" SANITARY SEWER MANHOLE PATIO (TYP.) - 98' �N _ 1 SEPARA_ SP SQ 8 8'ASPHALTCESSE SEMEN FOR ILD(NC' � lo' ACESS EASEMENT FOR I ,O BU � � OPEN � / ACCESS TO THE \ S \ cn 10 a "' " - " - PROPOSED RECREATION AREA. \\ \ EXISTING too' a o SPACE D % SEE SHEET 9 FOR PAVEMENT DETAIL \ \' \ \ `STREAM BUFFER �, LOT ] 11_ (0.055 AC)� _Q ' PROPOSED BLACK VINYL PROPOSED TOT LOT \ \ DETAILS, SHEET i0 CHAIN -LINK FENCE ) SEE D\ s\ PROPOSED T=4� MIN HEIGHT z\N �vF LOT 17 SWM FACILITY s29° \\ \\\ LOT 6 24 s� x \ \ \s\ f cFI� `' W RECREATION - - --- 90 Q �_ FI ` \ N I C c 1oz N. AREA PROPOSED RETAINING WALL m 105 �� w `� � N-1 `` w SEE DESIGN SHEET 3z' \ PROPOSED STREET ` 5 6p, \ PROPOSED VARIABLE WIDTH b o _ 45 NOTE: ALL BUILDABLE AREAS \ \ TREES (TYPJ + cn RETAINING WALL w - w LOT 1H �/ \ r �, 4a SHALL BE LOCATED OUTSIDE OF \ \ MAINTENANCE EASEMENT C c•� r, f �- ` THE EXISTING STREAM BUFFER ACROSS LOTS 1-10 0 PROPOSED RECREATION AREA WITH \ LOT 111 I ry 9 - 3i MULCH GROUNDCOVER (4,450 SF) 2 ( l _- 1o'BUILDING \\ \\ 9g - _- SEPARATION CSEPARATION S S w� \ ATI O r IL 11' 1 s° _} su LOT 19 4 c - LOT 26 - 4 \ \ S'FRONT YARD q a SETBACK (TYP.) 5 �P(z5 \ LOT 2] LOT PAR, o� LOT 25 0 i DRIVEWAY ASPHALT PAVEMENT W - T(oN - LOT 28 �� TO \ '\ I m 7 - „�' 105 ! Us. 14 ILDINC' 5E - - - LOT 24 \ \ / ` DEDICATED O ALBE ABLE C UNTY \ 1 I BU - DEDICATED TO ALBEMARLE COUNTY \\ S I � J _ __ Z [U 5 m Z 0 SEE SHEET 9 FOR PAVEMENT DETAIL - - �� / WITH GLENBROOK AT FOOTHILLS \ fi LOT 20 \ �� / OPEN ` PHASE III SUBDIVISION ! / cy-N �n a 3 Q N LOT r LOT 2 SPACE B \\ / 3 1` 2 � / (o.op AC) �, \ w - U / - 5' ROPOSED 5' SIDEWALK 1 105 1, o w�( ? o' BUILDING SEPARATION` -- r I _ o- -I 17 5'F TSET y' RON BACK ° _ � J N_ w LOT 21 1 I , L PROPOSED VARIABLE WIDTH LOT 2 N \ �I - 0, ` Li RETAINING WALL - CONCRETE � MAINTENANCE EASEMENT N 1 20' CG-9D (TYP) x4 �;, - LOT 2 a fl \ 103 6' LANDSCAPING & ti1 9 I ACROSS LOTS 1-10 m E/P EJP I MAINTENANCE EASEMENT 280' SIGHT DISTANCE i - �� SEE SHEET 6 FOR SIGHT I \ �, o" 1 DISTANCE INFORMATION LOT 22 N 116' LOT 1 � � I � �� �I - � STREET SIGN (TYP.) PROPOSEDi� '00 I {1 4 -r RIGHT-OF-WAY PROPOSED EXISTING R/W O PARKING SIGN _ _ - 4 CG-6 CURB LOT 3o M STOP SIGN (TYP.) o / - - - _ - �So• WAY ASPHALT PAVEMENT NO PARKING SIG _ - o J DRIVEWAY - ' � SEE SHEET 9 FOR PAVEMENT DETAIL 86 ,-. T x x ­ - - =280 1zi T �, F by ?s 2 9i(TVP•1'__ _--S,R PROPO§FD SIGHT DISTANCE _ - XISTINGLOTLINE x - ( 16 0 ,CG-12 (TYS.R OPEN -- PROPOSED - = 11+00 NO PARKING SIG - 14+0o CG-12 (TYP.) 5 ( - g - LOT 3 E A INDIGO ROAD 1z+oo --- -- _ ) ( 0 7 ) TYP.) fl o a M-- SIGHT DISTANCE=zBo 13+ao v- M o � 2� _ __VA ROAD zo o w o LL 15 O PROPOSED CG-6 TYP. +' ooR e / �� T 1 0P 6C AC 4o PUBLIC RAW „ " w LL PROPOSED SPEED VAR. WDITH PUBLIC R%W o -" w 22p9 V LIMIT SIGN, r _ -- f :• ya`E r 19, -- -- - - - - - '1 .._ l ) _ _ _ _ __ 3 o' FROM C/L INTERSECTION TO INDIGO ROAD- - - - - N78 42 1'W 350.65' OPEN & CRANBERRY LANE ` NO PARKING SIGN SPACE E 25' MAX SETBACK 3o D s �)1�3\Pi11C.� _,�..''\1,T, (0.025AC) 6'LANDSCAPING& 65 EXISTING ASPHALT NO PARKING SIGN I CLAU D I US PROPOSED 5' ASPHALT MAINTENANCE EASEMENT y2° p2 / PEDESTIAN WALKWAY I m ATHWAYTO CONNECT TO N / ( IN Phaff I CROZET EXISTING PEDESTIAN WALKWAY / I inch 30 ft. PARK 0 0 ul ~ o 0 0 0 Z C'' M M N M z � Q W N N Q N W N Q > 0 ZJ J \ w ,Lu 7 LU F_ v ' QL O = J z Lu Iz = L7 F_ W v z in I Y u) LLI F_ Ln l � O F_U ZLli � J F_ T J ~ ~ 0 J (D O O O N w w a u') JOB NO. 112066 SCALE 1II =30 SHEET NO. 3 I, \� NOTE: THE WATER MAIN SHALL BE RESTRAINED WITH GRIPPER \\ GASKETS UPSTREAM AND DOWNSTREAM OF THE 45' BEND AT THE END OF CRIMSON STREET. (P \ ). - 5 'C 1� \ \' \ \ \ ` 41 p \ / EXISTING STREAMo .1211 S), \ AQ NO2 / \ \ \ \ \ EXISTING 8" _ \ EXISTING \\ \ SANITARY SEWER ` ___ --- — - _ / STREAM BUFFER EXISTING zo' SANITARY \ ' \ /: l / SEWER EASEMENT \ \ � \ � __--------- __V i _-� --_ PROPOSED SWIM I / LOT 13 \ ` ,_ `ter \\ - \� ACCESS PATH 1 1 \ LOT 12 PROPOSED zo'EMENT A V A EWANITARY EREASEMENT, 4 MH3 - S S ` j j 1 LOT 11 -� / \ ` - ' \ \ OFFSITE SEWER MAIN CONNECTION ` C2 I \ \ FROM FOOTHILL CROSSING II INTO / PROPOSEDTYPEA i �� A AV MHPAR KSIDEVIL-i-iy(SHOWN r BLOW -OFF & VALVE \19 7k4* ��\`FOR ACSA REVIEW PURPOSES ONLY) � \ PROPOSED6'I BEN \ \ _ p ♦ OPEN \\ \\ SPACE C \\ \\ d t _ - I (1.383 AC) _ H1 \ V LOT 10 II I PROPOSED8" A\ \\ / SANITARY SEWER \ \ LOT 14 LOT 9 MHy LOT 15 -1-14 - - �•.� o PROPOSED FIRE = `• i 4 + °o \ S \ \ TIE-IN TO EXISTING LOT 8 �^ HYDRANT ASSEMBLY / l 6' TEE LOT 16 / N � / � � � � � � f \ SANITARY SEWER MANHOLE \ \ REPLACE EXISTING LID WITH EXISTING ioo' i-6" G.V. WATERTIGHT FRAME AND COVER STREAM BUFFER I I� PRO POSEDWATER y 1 O \ \ / / \ i / \\ ' S\\ SERVICE (TYP.) / 4 � / MHi // \ \ /SO PACED ��LOT . 55Ac) PROPOSEDob LOT 17 v� SWM FACILITY 1 LOT 6 1 \\ C EA LOT 18MH6 1� LOT 5 r ` \ 1 I ksN SHALL BE LOCATED OUTSIDE OF, '\ 7� / �\ / �\ ` THE EXISTING STREAM BUFFER _ LOT 19 r ' LOT 26 - I 1 LOT 4 (` <' r r r I \ LOT 27 — ll _ \ ' o' r _ r, --- I✓� LOT 25 � \ \ \ J LOT 28 \ \ \ �m I_ �0G - �— - w 1� �, — - i LOT 2l+ \ \ PROPOSEDio'ACSASEWE� CID O h - 1 ACCESS EASEMENT BETWEEN \ V A Z - 1 PROPOSED SANITARY _ J Z 4\ \ \ \ m LATERAL (TYP) r' \ I ' \ LOTS z AND z6 OPEN ` / � �I LOT 3 a LOT 20 LOT 23 \ / SPACE B \ \\ PROPO1 W TERLED6"DIP INE LOT 21 P POSE "_ END `\ LOT 2 MHXE: I �� I \ I -S - LOT 29 y PROPOSED FIRE I HYDRANT ASSEMBLY I LOT 22 \ � I � LOT 1 8"x6" TEE- IfT xo 8"x6"REDUCER . LOT30 I PROPOSED TYPE A BLOW -OFF & VALVE F - IS E 8 PROPOSED8"' _ " - 0 POSED OF I I SI NC L — _ POS 6" DIP N PR 16+00 WATERLINE OPEN 11+00 a _ o i-+00 I SPACE `• iz+oo TANCE z8 INDIGO ROAD — — sIGHTDis s _ L� _ _ _ INDIGO ROAD i +oo � � W T 31 4o PUBLIC RIW — 13+00 VA . WDITH PUBLIC R W f ' { (0.067 Aq p9 N W W W W W W W W W W W VII W W W - ' PROPOSED FIRE HYDRANT ASSEMBLY; 22 - —x 8'♦x6"TEE 0. - - - - - o-REDUCER -ROAD - -- OPEN i- " - __ 3zo' FROWC/L INTERSECTION TO I DIGO -- VPROPOSED8" SPACE E _ -- - _ REMOVEiz"PLUG &CRANBERRY LANE PROPOSED8' TEE (0.025 AC) GRAPHIC SCALE j - - TIE-IN PROP. 8" D.I. WATERLINE INTO EXISTING u" D.I. WATERLINE PROPOSED ARV AND (z) 8" G.V. DIP WATERLINE AT INTERSECTION 0 is 30 60 3� 65 1g•v1 WITH NEW 12"X8" REDUCER C LAU D I U S Ng2 p2 CROZET ( W FEET ) PARK f Inch = 30 fL. _�' yzl5N ;COTT R. LINS Z Lic. No. 035791 a ``3303/30/20 ke` �� IONAL Zsa� Oat` V/ w o uul f u Z O `^ k Lu Q Ice i 0 a a a 0 o 0 0 ti Z 0' C) M 0') N C0 z O C5) W N N Q W N Q O oc zw J J_ I _ > \ w LD� Lu U)Q z Q z Q �- � z W Y U) � F_ V) U) O ul F_ U 0� J \ �I ) J ~ ~ 0� J < O LL O O O N u w w a u=) JOB NO. 112066 SCALE 111 _ 301 SHEET NO. 4 i PROPOSED PASSIVE NATURAL \ \ \ EXISTING POND APPROVED UNDER WP0201700020 MATCHLINE - SEE THIS SHEETI,TH �nD RECREATION AREA - NO CLEARING OR GRADING IS NECESSARY TO '� \ ` FOOTHILL CROSSING II CREATE THE PASSIVE RECREATION AREA \ ' \ \ APPROVED PLAN 'CURRENTLY UNDER S OTT R. LINSZ. \ ` ♦ CONSTRUCTION Lie. No. 0357911, \ ' \ SUB201400i87 ----- 03 30 20 w4 \ o / / x,�SSIONAL EEO` s,. ?>1 It - - Ic FFE=663.33, �\`•6` ;, ` .. �..C�� KL:H�.: C%�rll�l I z z 1 / \7 GAR=663.00 \ 'r#\ II_ 1 ' O Q d 0 66�\ a ♦ SCALE: 1 -8o a o LOT 12 ♦ '` U CO / FFE=664.00 / // \ GAR=663.67%' ` ' S \ ` - I �: Z ¢ O oo PROPOSED 20 in z 6� ?0 / - 6Lu �a RAINAGE A / "_- j > LOT 11 / 66 .6 66x73` �/� i" EASEMENT / '. \ ` �/ / r 9 W °c FFE=664.67 `/ GAR-664.33 \ i C J GLENBROOK PHASE I RIGHT \ 0 7 S!� /� ( OF WAY PLATTED WITH Lu ( PROPOSED ' \ RECORD PLAT DB. 20 PG.55 z 664.33 66 .z 66 ` _ _ 5 7, � 3 1ooEP _ PRIMITIVE � � _ / �� tj TRAILWAY \ = r^ FOOTHILLS II RIGHT OF WAY yj F I L - m 663.55. \ ' \ f PLATTED WITH RECORD \ I I IF En - - E OPEN \ 5 - PLAT DB.39, PG. z o f SPACE C / Mk, 383 AQ -, �64 e \ \ \ \ ` �L� �• v y,- 1 FFE-665.33 a / \. . \ - .: _ ��\ _ LOT 10 °° 66z8o 7g6 Hz GAR=665.00 _ -{ \ ` TW=666 !` 7 66?��5 LOT T4 \ _ - \ \ V \ \ CLASS I RIP RAP OUTFACE - �•I -�/ - i I w N N BW=666-I ° 73 3 \ - -�. YD-12 664.4 66347 GAR=662.8o / `\ GEO TEXTILE UNDERLAYMENT - ? I ~¢ c \ \ =60' W-lz' D=z'WITH `- I i- F L o M cn \ ;z LOT 665.67 S,�o/u 65- -r�' / _ V V /JII ,III m FFE=666.00 - 663'S0 - - \- LOT 15 / \ \ `\ \ / , _ -_ J /�- , -- - - I iL�f (I T I GAR=665.67 MHy � 3� I TW=670 1 \' 665. �� FFE=663.80 \ ' \ - / .-J I [ l 664.14 \ \ f 1 - GAR=6 \ N -- - -- - _ -- '-- 1 \ ® / � ' X PA\SIDEVIL-1-1 _ l � - � L BW=668 � 666.33 I�.6% 73.47 / \ 4 � l I � \ d YDa° s ° ll �� LOT 16 / \ V �\ \ \ \ °� / FOOTHILL APPROVED CROSSING II . LOT 8 .633 _ J(- 16 \ / a \ ` i / \ I I z z �+ _ GAR=666.7 - - `� FFE=66447 j�" \ `\ �i' / /. -` CURRENTLY UNDER GAR =6 y 4 / / / CONSTRUCTION C7 - TW=674 - -_:_ - 3 I. \ ` a �6.. 1 \ SUB203400187 Lc IS a YD 8 668.00 SPACE D� y -- �N \ - us . 1 LOT 16.y , (0.055 ACC \ - - - - _ _ 1 { `\ i 1 I III � � � -- o FFE-668.33 - I GAR-666.0o r r '� �-� / r TW=676o - • 1 4 3 V Cf7 _ - BW=670 o v / ' _ MATCHLINE / N z 66 ` \ �9 s5o - \ SEE THIS SHEET I\�' N Q I 66933 111 LOT 17 -- - _ ___ - - LOT 6 0 - - - �� ', •, / < 7 GAR 66.67 _ _ '3-9% ,'v. 7 7 I'I _ �f \� -- - % �.�/ L TW_6j8 0.6669 _°.00 \ f .y I I \�� 7 - \ /� w m Q 6 '6. °� 5 - - 9.33 _ 9 BW=672 7 7 8 - -�' 1.9Wo LOT ZO I MH6 x _ - v 0 6 J � 7 w CC � g FFE=67a.00 `_��,4_/���\ � I••� _ GAR-61o.6 _ 67o.z5 GAR=67o.67 \ \ \ \\ - \ . ` EXISTING CREEK 's - _ U„� V LOT - � 6,°. 61 N I j _ PROPOSED DRAINAGE , ` ~ U) - - I �R A E A \ . � Q Tw=678 -'.� 7 7 EASEMENT \ ` \\ ' O Q z _- - A- - 11 1 Bw_6 0 ° ) LOT nn � \ 74 ROVAOSE TE DRAINAGE _ v _._ 671.}0 �.'67133 G =67i..g37 \ LOT 26 \ Dof / PROPOSED zo' DRAINAGEYDa6 \ FFE-6 84 LOT 27 EASEMENT 6jz. 0 1 BSMT 6 8.80 ` \ ' z Q Q i 673.00 1 0% _ _ _ ..1X -r LOT 25j FFE=658.67 \ I _-_ _ EASEMENT FFE=659.33 LOT 28 \ V (z� CZ LOT Lf BSMT=6y8.8o ` v 'o FFE=67333 1 z6 r GAR=6 00 \ \ GAR=673.00 � I �' YD-18 LOT 2Lh _ FFE 65933 ` \ S I � 1 p FFE=66o.33 - 65g33 BSMT�4g.y J \. Y F� , - • ; GAR=66o.00 sr /N _ ti- OPEN , � \ ` w z 637 6g.LOT3 •6LOT 20 T 2.33 CEB V) FFE=674.00 FFE=673.00 IT -�582 ACO 6595GAR=6767 i5% GAR_672.67 GAR=66o.67 N 672.671 659.00 o ul LLPROPOSED k671135 6606 8. 8 579a RETAINING WALL �( V YD- 67 x.6% ,.Py�. TOP �' - ` fn wn/ LOT 2 6 671.67 7 7 5 73. 7 �� LOT 21 7 1� .4 67z115 FFE=673.00 ' iz 658. / 1 ` �O Of - GAR 67 6 MH5 - .-r GAR=6 z.6 \ \ 659-i5 • � \ � -73.7 - � � I �- I -�, �o tit s�5r OT 29 \ (n _ s)z i . t� 673.67 67z.4o . _ \ 8 , 8 659.00 FFE=65933 % 1.6% Tw=678 - 5.7 6595 658 BSMT=6 J I EXISTING too' 49.46 Bw=674 - i6� fi LOT 22 _ STREAM BUFFER \ w O PROPOSED 20' DRAINAGES 33 oo 74• EASEMENT 7 GAR 611?7 - / l tit' l\ I ` L O GAR-6 6�; . 6 x °° '' LOT o � _ FFE-6 0o 7 33 j - _ J - - - - - _ - _- _ FFE 66o.00 x • x' xo r`t �- x 659.11 40� .659 67 8SMT=65o.13 I I _ O r"K, TIE PROPOSED D-11NT0 \ p PROPOSEDUD-4 F- 6 oP 6P o o OPEN \ 0 N 6 660• 16 _ 66o.33 12+00 1 +00 1y+00 - ' _ \� .6 2.6 LO - SPA7EA 6� � 1 +00 � � �0 t ', 59�55 T 31 (0.06 AC) . 0 FFE=66o.67 ..�- o W _ -' - BSMT=65o.8o p9 W- W W W 4 7*! w p = - - TIE PROPOSED CD-11NT0OPEN JOB NO. PROPOSEDUD-y SPACEE GRAPHIC' C;ALE `� \ 112066 (0.025AQ ;0 0 ,e 30 60- - - - SCALE Ny2 ` 1 30 1 ( IN FEET ) ` \ SHEET NO. inch = 30 ft. - - 685 w m - N z N w Q Q J O OD 68o O 00 w � n ° ° 0 0 w Ln H vi > °° - w p Q m z a Ln FILL (9l 675 ----------_ PROPOSED ARV -------i 3.5 31a7o---------- -tires 670 PVI STA:13+75.00 PVI ELEV: 675.79 K: 14.67 LVC: 140.00 0 HIGH PT. STA: 13+24.21 0 HIGH PT ELEV:675.00 u+ 6 + ko PVI STA:15+52.00 w PVI ELEV: 661.22 v w K:32.o8 > w LVC: 200.00 IPACTION) -------- V j ER __ _ 3�5' m EXISTING GRADE PROPOSED 8"J l -- D.I. WATERLINE �- PROPOSED VDOT STD. CD-i - 8.. REMOVE 12" PLUG 665 TIE-IN PROP. 8" D.I. WATERLINE INTO EX.12" D.I. WATERLINE INSTALL 12"X8" REDUCER PROPOSED 8"x8" TEE AND (2) 8" G.V. 66o AT INTERSECTION z z Lu 655 w Q a p ti a ou 0� H� O> uj w> 65o of �J Z W Ln W - z X ° O -T W N Ln 'Cr O°i �+ Z ~ V 645 z G N 0 ko VID w T kD W 01 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+So 14+00 14+50 INDIGO ROAD 25 MPH DESIGN SPEED NO TES: 1. HDPE IS AN ACCEPTABLE SUBSITUTE FOR ALL THE RCP PIPES AS SHOWN ON THE PROFILES (OTHER THAN THE CULVERT PIPES) ALL CULVERTS AND OUTFALLS FROM THE STORMWATER MANAGEMENT POND SHALL REMAIN RCP PIPES. A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 30J.04+ J. ALL FILL MUST MEET 95Z COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER WAL 6. MINIMUM I' OF VERTICAL SEPARATION FROM STORM SEWER & WAL AND 1.5' OF SEPARATION BETWEEN WAL & SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. IS-1 INLET SHAPING REQUIRED ON ALL STRUCTURES. 8. VDOT STD SL-1 SAFETY SLAB REQUIRED ON ALL STORM STRUCTURES GREATER THAN 12' DEEP. 9. VDOT STD ST-1 STEPS REQUIRED ON ALL STRUCTURES 4' DEEP OR GREATER. VERTICAL SCALE ( IN FEET ) 1 inch = 5 ft. 50 0 HORIZONTAL SCALE ( IN FEET ) I inch = 50 ft. 200 OPOSED GRADE O N O N N Ol D `H ui Ln > U > > W w MAX. CUL-DE-SAC GRADE = 2% 2-00% FIRE HYDRANT ASSEMBLY 8"x6" TEED PROPOSED 6" 8"x6" REDUCER D.I. WATERLINE & 1-6" G.V. 6" 45' BEND TYPE A BLOW OFF WITH 6" G.V. rl r r r O s. � rom m � m lD lD ( ko tD lD kD 15+00 15+50 16+oo 16+50 17+00 17+50 690 PVI STA: 10+14.71 PVI STA: 11+36.00 PVI STA: 12+ . 6 PVI ELEV: 70.5 PVI K: PVI ELEV: 665.14 K: 2.50 13.00 LVC: K: 2.1 3 3 LVC: io.00 100.03 LVC:115.00 LOW PT. STA: 10+14.71 Q m HIGH PT. STA: 11+11.97 0 -HT �O 685 LOW PT ELEV: 670.61 H HIGH PT ELEV: 672.25 6 o a + lD + l0 rri rl tD ~ ~ LO ° W N W + �0 0) 0) 0 W V1 U m U w V> V 0 0 o n m w > 0° J LA ui w ----- -00- 68o m w m w EXISTING GRADE 675 2.00% 670 ° COVER S2p% /-PROPOSED GRADE 0 D 8"x8" TEE D (2) 8" G.V. ERSECTION 66o 655 FIRE HYDRANT ASSEMBLY 8"x6" TEE 8"x6" REDUCER 1-6" G.V. 6" D.I. WATERLI o FIRE HYDRANT ASSEMBLY O + 6"x6" TEE 0 H 1-6" G.V �p rn M 1p + D m j U > > > w w p9/0 G Lie, No 0357911' 1 5 03/30/20 ��� rk C�� V / Z z p � Q ` O z w m ' H w if) J � Z O Q H - tn Z W LOR Z 0 N U) m 0 z 0 U w V) r` co m N co c'7 W N O rn N W N z w J _J U) 0 w O .J Q U W' W In z LLJLu U) w Q z ¢� v6" 45' BEND) TYPE A IJL0\ WITH 6" G.V. O O m O O m^ O O N N rl l0 m lD I� lD 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 V w F w CRIMSON STREET JOB NO. 25 MPH DESIGN SPEED 112066 SCALE AS NOTED SHEET NO. 6 675 675 670 HgL (TYP. 0 655 STR-18 VDOT STD. DI-313B (L=8') RIM:665.88 INV IN:656.79 FROM STR-20 INV IN:658.47 FROM STR-22 INV OUT:656.69 TO STR-16 STR-22 VDOT STD. DI-3191 (L=12') RI M:664.83 INV IN:66o.13 FROM STR-36 [INV TO STR-28 PROPOSED 6" E WATERLINE CROSSING 97' 0-790A N 00 O M 00 m 00 00 L n s LD 10+00 10+SO 11+00 STR22 - STR18 EXISTING GRADE 68o _,-- - STR-24 - VDOT STD. MH RIM:668.07 INV IN:663.00 FROM STR-26 INV IN:661.6i FROM STR-28 675 INV OUT:661.51TO 5TR-16 STR-26 VDOT STD. DI-38 PROPOSED GRADE RIM:672.03 INV OUT:666.8o' 670 / /-HGL (TYP.) 665 15 � pr, 4.50 g0'�4 v to 00 Ol �6 w� kD 10+00 10+SO 11+00 STR 26 - STR 24 (L=4") O STR-24 INV I VDOT STD. EW-1 ENDWALL W/ RIPRAP OUTFALL --EXISTING EXISTING GRADE iNVIP76t�g 73-FROMSTR-f3- / INV IN:655.90 FROM STR-16 670 / INV OUT:649.63 TO STR-z STR-6 VDOT STD. MH R I M:666.44 INV IN:65o.6o FROM STIR INV OUT:65o.5o TO STR-4 665 STR-2 VDOT STD. MH RIM:657.75 N:649.44 FROM STR-4 V OUT:648.44 TO OUT PROPOSED GRADE 660 655 CLASS I RIP RAP OUTFALL L=60', W=12', D=2' WITH GEO-TEXTILE UNDERLAYMENT 645 24" HDPE 27.19 1.23 m co N kD �DO O kD W HGL (TYP. 136.o9' C 0•S5% 24" HDPE 28.36' Cal o.6o% D N n O kD w 10+00 10+50 62.01 Qa o.60% N 00 O 00 O O 00 m 00 N ♦i M ci O ry lD kD kD l0 kD 11+00 11+50 12+00 12+50 STR14 - OUT STR-8 VDOT STD. MH RIM:661.32 INV IN:651.10 FROM STR-22 INV IN:653.37 FROM STR-10 INV OUT:651.00 TO STR-6 STR-lo VDOT STD. DI-313B (L=8') -21DA:S6Q76 INV IN:653.65 FROM STR-14 INV OUT:653.55 TO STR-8 STR-14 VDOT STD. DI-36 (L=8') RIM:66o.76 INV OUT:653.86 TO STR-io PROPOSED 8" V1 LINE CROSSING \_15" HDPE 29.93' Qa o.6o% 15" HDPE 25.70' Qa o.6o% M � N N n ko tD kD t0 13+00 13+50 STR-24 685 VDOT STD. MH RIM:668.07 INV IN:663.00 FROM STR-z6 EXISTING GRADE INV IN:661.61 FROM STR-28 INV OUT:66z.51 TO STR-16 68o STR-28 VDOT STD. DI-3B (L=12') STR-28B RIM:669.88 VDOT STD. DI-3C (L=8') INV IN:663.0o FROM STR-34 RIM:671.31 675 i INV IN:663.00 FROM STR-28B INV OUT:666.00 TO STR-28 STR-16 INV OUT:662.90 TO STR-24 VDOTSTD. MH RIM:665.46 INV IN:656.5o FROM STR-18 INV IN:66o.00 FROM STR-24 / } INV OUT:656.4o TO STR-4 70 / PROPOSED GRADE _r n Y PRO SED 6" HGL (TYP.) 66 -�� rCRO IGE - 5 n WWAT _� _ - -- 1.1' - - HpPe 15 141.99, C 2.06 660 15 Z 64010 48.44 53.s9 655 n N S N r T ''I ,N-I 1p f N n O rl N tD OD w 000 ID 000 n 1D l0 10+00 1o+s0 11+00 11+50 12+00 12+50 13+00 STR28B - STR16 STR-8 670 VDOT STD. MH RIM:66i.32 INV IN:65i.io FROM STR-12 INV IN:653.37 FROM STR-10 INV OUT:651.00 TO STR-6 665EXISTING GRADE STR-12 VDOT STD. DI-3C (I RIM:657.35 INV OUT:651.75 TO 660 PROPOSED GRADE PROPOSED 655 WATER SERVICE CROSSINGS HGL ( P.)-\ 65o 15" HDPE _ 123.84' Qa 0.51% 00v' L ` - N W to W to 10+00 10+50 11+00 11+50 STR12 - STR 8 68o VDOT STD. MH RIM;665.46 INV!IN:656.5p FROM STR-18 INV IN:66o.00 FROM STR-24 675 STR-4 INV OUT:656.4oTO STR-4 DOT STD. MH RIM:662.01 - ` STR-18 INV IN:649. 3 FROM STR-6 VDOT STD. DI-3BB (L=8') INVIN:655.g FROM STR-16 RIM:665.88`, INV OUT:6 g.6,z�0 STR-z INV IN:656.79 FROM STR-200 66 INV IN:658.47 FROM STR-22 INV OUT:656.69 TO,TR-16 665 PROPOSED GRADE '\ NOTES: 1. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L 3. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1. 5' OF SEPARATION BETWEEN WAL & SANITARY SEWER MUST BE PROVIDED. 4. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. HGL (TYP. 1.6'1 =1.2' NG STR-20 VDOT STD. DI-3 (L=6') RIM:66z.25 INV OUT:657.46 O STR-i8 655 121.11' @ 0.540 �2HDPE Ue HDPE 78.98' Qa o.6o% 28.03' Qa 0.59% I• LOT 16 / LOT 15 SAN. LAT. SAN. LAT. 650 CROSSING CROSSING 645 10+00 5 J p v p m 00 1 t%1 lD 'D F 'D kO l0to lD ^ + %D w N D 10+50 11+00 11+50 12+00 STRZo - STR4 VERTICAL SCALE 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 25 50 100 ( IN FEET ) 1 inch = 50 ft. 12+so 2r 200 ICOTT/R. 'SLLINSZ Lie. No. 035791,E 03/30/20 tv4� V/ • Z Z Q J Q g e 0 m e U U) w 0 Uf J C E C �••� Z 0 < ; U) Z k > W L 0 O C'7 �■ (y) 0') N m z � Q W (N C:)CQ N W (N Q > OclC uj z -i J I J \ U) UJ U) LLJ W J O LL � O z QLLJ 0 Y (n O O ul zLLJ F� w O J O Q O C)C)N u u w H w w O_ V1 JOB NO. 112066 SCALE AS NOTED SHEET NO. 7 v v 0 0 06 L v a 0 C a 0 a 0 v D 0 a v v `0 a 0 a C z A z J 0 N 670 -4 655 650 645 640 635 MH1 RIM:645.i9 INV IN:637.5o FROM MHz INV IN:637.5o FROM MH6 INV IN:637.5o FROM MH7 INV OUT:637.3o TO EX ParksideVil-1-14 EXISTING GRADE ED GRADE % 0, M a " 6 00 c6 10+00 10+50 11+00 11+50 IMH6-MHll MH1 RIM:645.19 INV IN:637.5o FROM MHz rINV IN:637.5o FROM MH6 I INV IN:637.5o FROM MH7 650 INV OUT:637.3o TO EX ParksideVil-1-14 645 EXISTING GRADE--\\ 640 Lr_ 8" SDR 26 PVC 635 1.64.88' Qa o.610/1 MH6 RIM:658.28 INV OUT:653.00 TO MHi 680 M °� U?m t!1 n'1 N fl S S S 1 10+00 10+50 11+00 11+50 IMH7-MHZ 12+00 MH7 RIM:641.84 INV OUT:638.5o TO 12+00 675 670 m e 655 65o 645 640 635 630 MH1 EX PARKSIDEVIL-1-14 RIM:645.19 REPLACE EXISTING LID WITH INV IN:637.5o FROM MHz WATERTIGHT FRAME & COVER FINV IN:637.5o FROM MH6 RIM:640.00 INV IN:637.50 FROM MH7 INV IN: 633.6o (FROM INV OUT:637.3o TO EX ParksideVil-1-14 FOOTHILL II MH-1) INV IN:633.6o FROM MH1 INV OUT: 633.4o TO EX MH SWIM POND OUTFALL INV.64o.42 1.2' I z6 PVC _ 8,SDR u i.82 /o 181.15' @ $SDR2�331% 1.10 85 MH3 RIM:661.8o INV IN:646.3o FROM MH4 INV OUT:646.io TO MH2 r -PROPOSED MH2 WATERLINE RIM:649.8o / CROSSING INV IN:641.00 FROM MH3 / INV OUT:640.8o TO MH-1 / EXISTING GRADE i NR i op �D e.Nl� a„ VT z 930/0 'IL °o r MH4 R I M:664.83 INV IN:657.5o FROM MH5 INV OUT:657.3o TO MH3 PROPOSED GRADE 8„ Dip u 239 36 @ MH5 R I M:672.25 INV OUT:662.5o TO MH4 N 01 N V1 M 00 N ~ 0) M w S M 01 tea) N � H O O O O 0O M H Ol d 0'1 N Cq 1. H1 N ry 1p N N 00 .t 00 1p of w n O N O 0. m n N l0 00 00 W Q1 m rj m S M 00 n ry V1 ry ID .-I M w ul 'i ri 00 N6 00 N 4 00 m w w w l0 w w Itt0 0 l0 D �0 0 w IDw w w w w W ID ID kO N l0 n w w w 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+50 17+00 17+50 18+oo 18+50 19+00 M H 5 - EX PV-1-i4 NOTES: 1. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L 3. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1. 5' OF SEPARATION BETWEEN WAL & SANITARY SEWER MUST BE PROVIDED. 4. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. VERTICAL SCALE 5 n v5 5 10 IN FEET I inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft ;COTT /R-'SLLINS 5� Lie. No. 035791,'n 03/30/20 <<v4'1 V/ Zz o a c 0 � u w m D < C U) wz cn J 0 � M z 0 a U) z k > W rmA■■N z 0 tTl 1n Ca Ln 0 z 0 u w N 0 0 �N N O O Q M M L9 r` M co O N 14 z Q W N O O 0 N W N Q > O z W J I > U) U..j w J L9 LL O Q O z< W z Q V) z O Q ul U) DC F_: U z w w _j cIf F- I --I � 2 J ~ w O J(r o Q O O O N u 0 w w d � JOB NO. 112066 SCALE AS NOTED SHEET NO. 8 GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF 7HE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. 1F A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH 774E TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED 1011,17HIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF 7HE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE K17H 774E MINIMUM PAVEMENT WID774, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD 774E FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH 7HE VIRGINIA MANUAL FOR UNIFORM 7RAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR 07HER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN 774E OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL 7RANSI77ONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION 1S REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VD07"S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT ROAD NOTES GRADING: 1. 774E LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONS7RUCRON METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY W1D7H AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO 7HE SA77SFACT70N OF THE ENGINEER. J. ALL GROWTH OF 7REES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONS7RUC77ON OF THE SUBGRADE DRAINAGE.' 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP N774 A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE, J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH 774E VIRGINIA DEPARTMENT OF 7RANSPORTAION SPECIFICA7ONS UNLESS 07HERWSE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF 77-1E ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PAVEMENT.' 1. AN ACTUAL COPY OF 774E CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE IF, 11, OR Ill PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE 1S APPLIED PRIOR TO 60 DAYS, 774E PUGMILL REQUIREMENT MARL APPLY. Table 4: Pavement Design (VDOT Pavement Design Guide) Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp Crilmon Street 161 0 161 5 5 8.07 SM-9.5 1.5 2.25 BM-25 3 2.15 21B 5 0.6 12.83 Indigo Road 227 0 227 5 5 9.27 SM-9.5 1.5 2.25 BM-25 3 2.15 21B 5 106 12.83 NOTE.PROPOSED LANDSCAPING TO UTILIZE OUTER 3' OF PLANPNG STRIP R/W PER 3' CLEAR ZONE REQUIREMENT CG-6 3• CURB & GUTTER LEAK' R ZONEI 2x 2X PLANTING STRIP 13 - (TRAVEL LANE) C/1 POINT OF CG-6 FINISHED GRADE CURB & GUTTER 3' CLEAR ZONE SURFACE i--i SUBBASE 3' (TRAVEL LANE) 6' PLAN77NG STRIP R/W 5' WiD£ CONCRETE SIDEWALK T I I TYPICAL NEIGHBORHOOD STREET SECTION SPAR. WII>TH RlIr) INDIGO ROAD (PUBLIC ROAD) CS-SSAR RESIDENTIAL & Alfl USE SUBDIVISION STRLTLTT DLTSIGN SPEED- 25 AfPH PARKING )YITN BUAfP-OUTS (9'z20 SPACES) 54'IITL bf-4 UNL'tnw4'ARvS Ant nEUuil ELr WOLN THE )WU_ALTED vOL,,WL TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD R 5' WIDE CONCRETE SIDEWALK Ir- EXIST GROUND EXIST. GROUND TOP OF -�4' 2' R CURB \ 1 a S 4 e �4 a 4" VDOT 21A STONE BASE -5- NOTE: PROPOSED LANDSCAPING TO UTILIZE OUTER 3' OF PLANTING STRIP PER 3' CLEAR ZONE REQUIREMENT CG-6 31 CURB & GUTTER CLEAT R ZONEI �W " PLANI STRIP -6 C/1 POINT OF CO-6 1 FINISHED GRADE CURB & GUTTER _3' (CLEAR ZONE 1 SURFACE \ / is 7Mt777777777 I' T s7cwSUBBASE 24'F/C-F/C 6' PLANING STRIP RIW 5' WIDE CONCRETE SIDEWALK I I 2Z t TYPICAL NEIGHBORHOOD STREET SECTION (49 ' Rllr) CRIAfSON STREET (PUBLIC ROADS) GS-SSAR RESIDENTIAL 4d' Aff"D USE SUBDIVISION STREET DESIGN SPEED•' 25 JVPH PARKING FITH BUAfP-OUTS (9'z2O' SPACES) 4 UND£RDRAINS ARE RE .''CTED VOLU'.'_._ -inAFFI[ ON THE PROPOSED ROAO11Ar,; r,t C'.'&1THAN 1000 VPD STANDARD CG-6 STTONE#57BASES UNDER CURB CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. (VARIABLE WIDTH) BUILDING OFFICIAL NOTE: 4' CONC. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE 4" 21-A STONE BASE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. CONCRETE SIDEWALK Asphalt Pacemeut Restoration Detail for Open Cut Utility Installations MIII8 resunace "x 12'rlan. 1 1S min. 10' min. NOTES: " Asphalt Convete Surface Materal SM-9.SA forADT < 10.000 SM-8.50 forAD7> 10,000 The c1 strict administratoFS designee shall Aetwin neDWI restoration requirementstOrotherpavemelulypes- " Trench width and pipe bedding shall be in accordance with VDOT Sid. PB-1 •" 12 inches minimum beyo ndthe edge ofthetrench on longitudinal open nuts, or25 feet minimum beyond the trench Centedlne on perpendicular span cirls, Or as determined by the district administrators designee Daft: August 27, 2014 Mill& resurface - Saw -cut existing pavement to the full depth of asphalt 12-min. Z5'total asphalt Asphaft Concrete Surface Material' conuete pavement Depth or equal to the depth of existing tIPIMIt Concrete Base,Type B11111-25.0A asphaltoonaete. whichever is greater Su"ase Course 011 Aggregate Base Mmerwi, Type 1. /� shallbe 10'orequallo Size No 21Aor 21B "'! depthof existing sub -base. VIIIICRBVer15 greal2r Horizontal and Vertical surfaces 12-Beriph ��xs xY 12'Bench shall be tacked with RC-250liquid Min. min. asphahat a rate or 0. l gallonper ww. w SY, or as detenninedbythe css^xx`x's district administrators designee „asa:�s'x Select Material Type lwrth minimum CBR=30 Class I bacddl II material in accordance Section 302 or th e Road and Bridge Specifications Spedfira0ons No. 26 or 27 aggregate pipe be0olng In acCor Can ce with Sections 205 & 302 of d th Is Road and Bridge Specifications Not to Seale NO SCALE GEOTEATLE DRAINAGE FABRIC (OVERLAP II AT TOP) PAVED SHOULDER PAVEMENT MATERIAL . W9GRADE •.• OLITLCT PPE SEE NOTE 1 057 AGGNEGATE. 15 r-W T.O. AGGREGATE OR CRUSIED CLASS MEETING Ia VARIABLE GRADATION REOLAMELENT. (EDGE OF PAVED SHOULDER) PAVED SHOULDER SECTION POTPERFORATED ES PRIMARY ONECTON� OF WATER ROW 43' ELBOW COAECTION oNEccT FO' NA II (TYPICAL)-• OUTLET PIPE NO SCALE I - IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII : &I' 11111111111I 1111111111111 r �r .. �r ...fir; ?l�u.0. KP .'•SKI . n�•'W'xSe . I ' 1 NO SCALE 2" SM-9.5 SURFACE B" 21-A BASE COUF COMPACTEI SUBGRADE ASPHALT PAVING - EMERGENCY ACCESS ROAD NO SCALE & PEDESTRIAN/BICYCLE PATHWAY, & TOT LOT/SWM ACCESS PATHWAY U NDERdtAN SHALL IE CENTERED UNDER CURB AND GUTTER GEOMYLE DRAINAGE FABRIC (ovoll r-0' AT TOP) SEE NOTE I- 057 AGWGATE. Ia 4' PIPE AGGREGATE OR CRUSHED - GU65 1EETNO ea G ADATXN REOUM.EM. CURB AND GUTTER SECTION PAY LIMITS FOR OUTLET PPF To BEGN WITH 45' ELBOW UP TO ELBOW. PPE IS PERFORATED v/OCTr SPECIFICATION ROAD AND BROOE STANDARDS STANDARD PAVEMENT EDGEDRAIN REFERENCE SHEET 1 OF 2 REVISION DATE 259 Oe•o6 V4::INA 701 ,.•AID-4E'.- '4 19Ati'.n-N14.-1r 501 5 LUT \ - / - LOT ss • . - -`�i!\. . LDTv\ 1 \ ,• `;�-- '\ Mom. `. \ \ -/ LOTg '. � LOT p5\` LOTS Lic. No. 035791 ,a 03/30/20 ONAL ENC'��w LOTT EXIST. GROUND 1,_\ \�� \ LU /G _ F - . \ \ • £ Wo NQ- Lone ` •/16P t !\ \ \ Z EXIST. GROUND _ \ -- s ---1" OCC to LOT v9 r \ LOT i6 LOT4 G V!/ -`_ - LOT 25 \ LOT / \ z LOT LOTae % , \\ 2 LOT - t-% - LOT Yo - `` LOT o3 �- LD LOTn LOT. A `^ - f I ' oTA9 1 \`j V / ¢ LOTnLOT--- QQ Lora" I \ ¢ - - - - - - - - -INDIGO ROAD` OTS. u.A \ N m ¢ - - - - �6 QDT s,�, 122TADT _ - W _-. � � J LL Z ¢ - 1=4 0 � Q U) z TRIP GENERATION CALCULATIONS TRIP GENERATION W Cf TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (10TH EDITION) SCALE: ill = 100, w 4-- 31 TOWNHOUSE UNITS (INCLUDES FUTURE) - CODE 220 ADT: 227 VPD (113.5 ENTER / 113.5 EXIT) o EXIST. AM PEAK: 14 VPH (3 ENTER / 11 EXIT) N I PM PEAK: 17 VPH (11 ENTER / 6 EXIT) m UTI EXIST GROUND ALBEMARLE COUNTY z GENERAL CONSTRUCTION NOTES U W 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICA7ONS AND o 0 STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED o EROSION CONTROL PLAN AND SHALL 8E INSTALLED PRIOR TO ANY CLEARING GRADING OR OTHER NOTE: CONCRETE CG-12 RAMPS SHALL HAVE A MAXIMUM OF 2% CROSS -SLOPE. , CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE HARow000 vim. ,. ' ` ..'" CHANNEL. MULCHi oi�/i 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM KITHTHE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. zCOMPACTED ti('7 .LESS OTHERWISE NOlED, A L CONCRETE PIPE SHALL B REINFORCED CONCRETE PIPE-C l. SUBGRADE 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLAT70N MUST COMPLY WITH OSHA STANDARDS FOR PEDESTRIAN TRAIL THE CONSTRUC77ON INDUSTRY (29 CFR PART 1926). N No SCALE 10. ALL WATERLINES SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A NOTES: , VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. a. THE PEDESTRIANWALKINGTRAILISPRIMITIVETRAIL SHALLSECONSTRUCTEDTOTHE"PRIMITIVE 'Ct TRAIL STANDARD SHOWN IN THE ALBEMARLE COUNTY DESIGN STANDARDS MANUAL, SECTION TH. ('Y') 2. THEEXACTLOCATION OF THEPROPOSED EQUESTRIAN TRAIL SHALL BE FIELD DETERMINED WITH NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED NT REGARD FOR THELHHALL BE 8'INGNATURALFFATURES. TO BE STATE MAINTAINED: 3. THE TRAIL SHALL BE B'IN WIDTH WITH ASURFACE OF3•;"HARDWOOD MULCH. N 2" SM-9.5 SURFACE C 8" 21-A BASE COUF COMPACTEE SUBGRADE ASPHAL I I-rlvlrvv - ur-i vr_vvm T NO SCALE VDOT ,y21A TOP COAT BAE i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. W C') ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. N iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE Q MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND W APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. -j - J_ v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, tam i PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE Cf) [Till 111111111 Ill 111111111 PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. LL I vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. LU vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE O COMPACTED SUBGRADE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. Q GRAVEL ACCESS ROAD TO SWM FACILITY viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT = NO SCALE THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. (� CO-12 NOTE'COHAPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING- HYDRALLIC CEMENT SIDEWALK (DEPTH IN INCWS. MEA N SOUUM YARDS) CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEETI GENERAL NOTES DETECTABLE WARNING SURFACE [AREA N SOUME YADS1 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF TM ABOVE ITEMS 15 A SEPARATE PAY ITEM AND SHOULD 2, DETECTABLE WMNNG SHALL BE FROM THE MATERIALS APPROVED LIST FOR M SUMMARIZED FOR EACH CURB CUT RAMP. DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET DEWALI RAMP R;1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CO-12 DETECTABLE 4aH NA WARNING SURFACE MD SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAW NAY BE POURED MONOLITHICALLY WITH RAMP 4' FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REDURED BARS. 4. IF RAP FLOOR IS PRECAST MOLES MUST M PROVIOM FOR DOWEL BARS SO B THAT ADJONNG FLARED SIDL:S CM RE CAST INPLACE AFTERRMEMEM OF G 1 MALL PRECAST RAP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. WOL010 BARS ME TO M NO.5 X a" PLALEO TCENTER TO CLNTER ALONG TYPE A PERPENDICULAR BOTH SIDES OF TIE RAMP FLOUR, NO -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER tit'. 6. CURB / CURB AND GUTTER SLOPE TRANSHIONS AAIACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. /. CURB RAPS ME TO BE LOCATEO AS SHOWN ON TIE RAPS OR AS DIRECTED 12� '-C- BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 121 MAY "> AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FAIRY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON RAPS OR AS ERECTED BY TIE ENOINEER.AND SHOULD NOT TYPE B RE LOCATED WINO VEHICLE STOP LINE EXISTING LIGHT POLES IRE WORMTS.DROP POETS. ETC. /CCESSB ROUTES PROVIDE A U&TMIUJS PARALLEL UNOBSTRUCTED.STABLE,FIRM AND SLIP RESISTANT PATH CONWCTNG ALL ACCESSIBLE ELEMENTS Or A FACII THAT CAN BE APPROACHED. ENTERED x,• kr '�,'y {�y}{1, AND USED BY PEDESTRIANS. ., '� ,�( •/Y Y/ a. RAPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PRDVIMO THAT THE CURB CPENING IS RILED WITHINTHE LINTS OF THE CROSSWALK AN) 21 YAM P THAT THE SLOPE AT THE CONNCl10N OF THE CURB OPENING IS-� PERPENDICULAR TO THE CURB, 5� WN XX X7'` 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK WHEN THE ENTRANCE RADUCANNOT ACCOMMODATE TIE TURNING REQUIREMENTS OF ANTICIPATED WAVY TRUE( 4, MIN -- TRAFFIC, REFER TO STANDARD CG-13, CO4LOOIAL ENTRANCE (MEOW AT y 2•• HIGHER THAN TRUCK TRAFFIC) FOR CONCRETE DEPTH. C EDG OF PAWMFNT 10. WHEN CURB RAMPS ME USED IN CONJUNCTION WITH A SHARED USE PATH, AT X X . SAE AS TOP OF OURS THE MI NMIJY WIDTH SHALL BE THE WIDTH OF ME SHRED USE PATH. 11. WHEN ONLY ONE CURB RAMP 6 PROVIDED FOR TWO CROSSINGS OUGONAL), TYPE C A 4'xTO IELCROSSWALKAREA SHALL BE TNOE TM MANEUVER A TH1EEL HAIR PARALLEL IL PERPENDICULAR A- LAI AREA MAY INCLUDE THE GUTTER PAN. M ALL CASES WHERE CURB RAPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME n CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE .a"-2.4- C-C WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O O z -MOOIFED AS RECOMMENDED BY THE MMFACTURER TO MATCH THE BACK OF CURB. 00000 O O 00000 U O O O O O 0 0 0 0 0 0 0 LANDING RAW+ d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -Ta N O O O O O O o O 0 O O O O O 0 iv O 00 00 O O O O O ro 0 0 0 0 0 0 00 0 0 0 0 0 0 0 000000000000000 DETECTMLE WARNNG Ti AT RACK OF CURB 4" I VMIABLE FULL WOTH OF RAP FLOOR I SEE NOTE 12. PAY LMTS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL \VD07` CG-12 DETECTABLE WARNING SURFACE SPECIFICATION ROM AND BROGE STANDARDS REFERENCEM IDI SHEET IOF 5 REVISION DATE (GENERAL NOTES) 105 07/B VIRD41A DEPARTMENT OF TRMSPORTATION 502 zo3.os GEOTEXTLE ORAN/C{ FABRIC (OVERLAP r-0- AT TOP) PAWD SHOULDER LONGITUDINAL PERFORATED PIPE LD-4 9TAILMED OKN 00.21 AG4RGATC CRU9N10 $iRENOTN TYPE O' PPE IRMED DRANWE PAVEMENT " s. NW.T 4' MOIL OIYETER LAYER tiLWASE IAYCR :•'-� •.: • - - n -PPE SMOOTH WALL PVC .W3 ABGRADE• OUTLET PPE CORRIX)ATED PE I I AASNI M-252 SEE NOTE I 057 1111 p T-O. GLASS i1 GR ADATION rEWREMffHT NON -PERFORATED OUTLET PIPE FOR USE I UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS PAVED SHOULDER SECTION (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) UDERORM SHALL BE CENTERED uPOER CURB AO GUTTER MOIEXTLE DRAINAGE I'ABNC OVERLAP II AT TOPo� , NOTE 9 TYPE OF PIPECRUSHING STRENGTH NW-T 4-NOMLDIAMETER SMOOTH WALL PVC1 103 SMOOTH WALL PE TG PSI (MM M WALL TNCIOESS (MINI - INCHES MMM TESTED ACCORDING TO ASTM P-2412 AT SX DEFLECTION. DOWN GRADE -ES 9lIBB.VF LAYER MA/ LIE PAVEMENT ' '^p "TED • •• Y comec m SUBGRApE LET PIE 5=EP Sar NOTE I - " -ES I5AGGREGATE. 48 AGGREGATE OR rAUSHED ,•' PPAGGREGATE. STD. W-4 REO'D. f / ST'D.Iq•4 RF09. GLASS METING IS GRADATION REOUREMENT. pT / CURB AND GUTTER SECTION (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) 5N0ApE7 II $ PAVEMENT j NOTES: ES S. i a VIAPROO ATTAINING Y 4" OF AfGATON TOOF PIL 4EDGEDRANSIN GORE AREAS 2. WHEN THE LONGITUDINAL PPE CONNECTS DIRECTLY INTO A DRAINAGE STRUCTURE (DROP INLET, MANHOLE. ECT3. MON-PERFORATED OUTLET PPES ME NOT REQUIRED. 5. INI M A MINIMUM F 1•-a' MOVE NLERTTELEVATION OF REECEIVIINING BRAOL44E DDITTO CH OR 5TRUCTUIRI 4. ALL COBECTTONS (ELBO'WS, WYES, ETC.) WITHIN PAY LIMITS FOR W TO W OF THE SAE rZa/RN0 STRENGTH M TIE OUTLET PIPE. COMMERCIAL SOEWALX OR ENTRANCE INPAVEO SPACE 0. OUTLET PPES ME TO BE INSTALLED ON 2Z MIN. CS DESIRABLE) GRADE AND PERFORATED LOCATED EVERY 36WWAXUN OR AS NOTED ON EMS. LRDERDRAIN PERFORATED a. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12 OR OTHER DRAINAGE TRENCH WITH AGGREGA E Lw r Pill. 7. WIT1N THE LMTS OF A COMMERCIAL ENTRANCE. NON -PERFORATED PPE SMALL BE UTILUIOD N LEU OF PERFORATED PPE. RATLINE ROADWAY a- THE LENGTH OF WE BETWEEN THE WYE CONNECTION AND THE EW-12 SHALL BE ST'D. CURB LYITEO TO NO MOE THAN r-0' TO PERMIT CAMERA ISPECTION OF TIE AWN LNLIMITSE M GUTTER VDERDRNN BETWEEN THE LIMITS OF COMMORCUL ENTRANCE CUR® RETURNS ORB INRU`T9. DIRECTION. MALL BE N011-PERPORAIED RPE CUTTER 9. IN SITUATIONS WHEN FULL DEPTH OF STABL® OPENING AIDED WTERUIL CANNOT BE MANTAED UAN NDOR CURB D GUTE TR. MID. 29 AGGWGATE SHALL RE USED UNDER CURB AO GUTTER. NO. 210 AGGREGATE MAY ALSO BE USED FROM TOP of STABILIZFE) OPEN-GNADlO MATERIAL LAYER AND CURB AND GLITTER. SKCFKAiiON \\/F'Y-FT REFERENCE STANDARD PAVEMENT EDGEDRAIN ROAD AO V��' BROM STANDARDS 240 REVISION DATE SHEET 2 OF 2 2M 501 VRGNA DEPARTMENT OF TRANSPORIATON 701 Oa.07 CD C) ON Am AS NOTED SHEET NO. 9 MIRACLE RECREATION EQUIPMENT - OR EQUAL ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES > G00'FOUNDATION MATERIAL ROC CY f CUNDATION MATERIAL QFG PUCE s GALVANIZED •WITNESS " POST WITH l D�'TH i�` GENERAL WATER 8c SEWER CONDITIONS of CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS MARKER LOCATION MAY BE SUBJECT November 16, 2075 NOTE: HYDRANT MUST BE TO HIGHWAY DEPARTMENT APPROVAL. HIGHWAY ACSA GENERAL WATER & SEWER COND177ONS EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS `* '�' r• SCOTT R. LINS'_, _ 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) 4" B I B" INITIAL BACK 24 R- IN s- Qi THE LOCAL STANDARD. FINISHED GRADE O �-+ J Lie. No. 035791 ,� INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS VIN _ WIN. MIN. MIN. LENGTH OF BRANCH VARIES - AT 174E START OF 774E WORK. 2. THE LOCATION OF EXISTING U77LI77ES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT - ,. 6" BEDDING #68 STONE tz7o'i 2 03/30/20 c��4 NECESSARILY SHORN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT, THE w STABLE SOIL 1B"-22" p TONAL E s RCCK 7 CLI, FI VALVE BO ADJUSTABLE TRAFFIC RATED / CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, w 4 (/6R SOME I VALVE BOX V/ LID CCD I _ - AS NECESSARY. SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL It D -- J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY W1774 THE CURRENT EDI770M OF THE GENERAL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND M w _ WATER AND SEWER C0NS7RUC7)ON SPECIFICATIONS, AS ADOPTED BY THE ACSA. THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF (n #68 STONE. 42"MIN . 6" GATE < z -T - -- - -- - 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODE77C SURVEY. v', N.• - :•A VALVE N J .) LEG GALVANIZED SWING W/6 SEATS 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR N077FYING MISS U77UTY (1-800-552-7001). FOUNDATION IN POOR SOIL UNDER -CUT CONDITION ' ), 1�� TEE B" a o 6. ALL WATER AND SEWER PIPES SHALL HALE A MINIMUM OF THREE AND A HALF (3.5) FEET OF 2500 P.S.I. CONCRETE '[ t . • A.• .' � :i � BASE AND THRUST _ ,-'J;•,• ` I - COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENFFRLINE OF PIPE. THIS INCLUDES ALL BLOCK AGAINST ' 'N '• \ J _ O ti FIRE HYDRANT UNE$ SERVICE LATERALS AND WATER LINES, ETC. UNDISTURBEn STABLE \VJ -- M.J. GATE VALVE U a SOIL 7.ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES - STEEL PILE U ;; 8. VALVES ON DEAD£ND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE UNSTABLE H" 4' I s" INITIAL BACKFILL 4J I _ WHEN THE SOIL IS DISTURBED OR EN RESTRAINED JOINT FITTINGS =__-- O DURING A FUTURE EXTENSION OF 774E LINE. SOiL MHN. MIN. 9" B A HYDRANT IS LOCATED IN A FILL. IN ADDITION Z Y ; \ - MIN MIN #68 STONE TO POURING CONCRETE, A STEEL PILE SHALL 3 _ 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. \ fl;Sti, �a.J': GRANULAR FILL AS 'k.� BE USED AS ADDITIONAL SUPPORT. W -' APPROVED BY ACSA 'n^7""'''- - 10.7HE CONTRACTOR SHALL 8E RESPONSIBLE TO COMPLY WITH 774E NO -LEAD REGULATION REGARDING � •' `"'-_� f• \ WATER LINE p a, NOTE: BRASS F7T71NGS EFFECTIVE JANUARY 4, 2014 (SENATE£ BILL 3674 WHICH AMENDS THE SAFE 5T CKl STABLE SOIL OR ROCKS p n -a+- THE PROPOSED PLAY DRINKING WATER ACT. bI. III EA v NOTE � _J .. z 0 EQUIPMENT CAN BE - a g i. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2500 P.SI. t SUBSTITUTED FOR AN NOTE 2. MAINTAIN A 3 1/2' MIN, COVER FROM THE MAIN TO THE FIRE HYDRANT CONCRETE • P a 2'x 2' BEARING AREA. O o ., EQUAL PLAY 1.N0 ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. (INDLUDINc DITCHES O p JIM4 O EQUIPMENT PRODUCT. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND THRUST BLOCK „d +' + u ? < 3 ABOVE THE INITIAL BACKFlLL, VALVE BOX. 4 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. . e o / /\ wp � ILL. rT iNmm- 3.THE IN TIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. IT IS NOT ALLOWED IN THE DITCH. a O E S. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP a A Q v i5`' FUNNEL TUNNEL SLIDE 0 °" �°'°/"♦:� 7• 4, NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED HOLES ARE ABOVE THE PREVAILING GRWNDWATER ELEVATION. IF 1_4z PVC STEPS MIRACOTE HORIZONTAL LARD I- Le^" ^I D ° ] IN THE TRENCH. REWIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE 742-8 431 <•+-- 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. 2a PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. w LANDSCAPE STRUCTURES - WA �_ immN a/mml LOU J NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (8) INCHES ABOVE GRADE. � j MODEL#'150636 „•p ITT26• DUCTILE IRON WATER TYPICAL FIRE HYDRANT ASSEMBLY DETAIL TYPICAL GATE VALVE FRAME SECTION IT 3 �I3emW0 PiPE INSTALLATION &BEDDING rMT.S. NT3 z NTS FIG. W-4 FIG. W-5 N (nmoem ewRro Vi \. [2M'mG N 1 A 3 ,n' FIG. W-2 co -� __M r 5P R} bMml A M 13/te'"mI� TD-2 TO-8 -H m p� I 3 13/te• y.'' a r 21/e• [67,,,,,,1 CSTRmm1 M of 1 6 tt/te• IS6mm] 91 O.D. 0i GOT o�POD'NE I• COMPRESSION. 3/4' MM.E P6� mRMNC p _CI IM-1 SECTION VIEW 1/4' (emm) DM OR APPROVED EQUAL E Z AD ry ♦ M Rev IN 044E WSKEr - E O - O n U c S l` (EI pup 1600' I� 1 6/e• ('J) lT Nb e/6-IIR] I/2 IS O N E LL) O £ W RFAw. i5mm two -"`II 1�• [atmm .SRN awel2m ,• rmE r N \m IL I[ N u 1 ,/IF GSmm) DA BONN Cemm [13mm Ai �` RAM® Df6 ROD "CD ,.ND Leo W si SOOT COPPER E O i PUN VIEW FOR USE N ATTABED SINGLE FAMILY COVER LIFT NOTCH x N E w'� -• RCKBAR L LOCI0110 NOTE DETAL / RESIDENTIAL SERVICES OR DUAL RESIDEN & A2 t8I�DIMDI E NOIFS ) XUi 742 ./6-II 2N NM1x AND IRRIGATION SERW[E$. 14 1/2" RVWM INN12s, r.,•In' PE 12 3/8" '-`c L7J`3 .N^. " I. ALL YAXNDl1$ mMN I W WlAqITRpAOOYLNN OR LOGItD IN pAHR4l�AB 9U6�ECT 10 RDODRIO lNAL XAK *A1DI11NT RRAYL k COWR. W NUT IN YY SA -II ON E is Ao�S INAALDEMON ME IEDD FOR RNA=TNNjT LOCO wINv a WAR AR DERLY. AARA geNl29e 12 1 /2" E iii �u o TYPICAL WATERTIGHT N'H]R WO! w2 VW (610RD ,ULl LOD O O MANHOLE FRAME & COVER LOCK LUG ASSEMBLY Qj N N w N.T.B FIG &HE NOTE a 9AEATFD RTTNOi 2, WATER N••+ m M T0.30 << Q $ FE Q EFEo; O DUAL SERVICE N - (� S E $0J 3 y4 LG-12 �-)2 r caMrRE59DN X 3/4• VALE PPE COUPLING CAST IRON LID Q PS DOWELS, 5" LONG A ERMISSBLE OR APPROVED ECVAL 1' 18• METER BOX W AT II C-C CONS Lx:TION W Q 3: n p GENERAL NOTES: 5'M"- NT 'ECFrm`COPPER 0 -Z o � 1. TFE DETECTIBLE WARNING SHALL BE PROVIDED BY TRUNCATED DONEE. 1 .*z '� l - , n 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) B ■ Y 121 WAX �NJ B O FOR USE ON DETACHED SWINE FAMILY E v r E C WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE TL -4 - RAMP FLOOR BY 2 FODT IN LENGTH IN THE DRECTIM OF PEDESTRIAN IbMOD1DAL 4RNCE YNERE AN IPo60AWOM ♦ 44]] TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE AA MOTOR M NOT PROVIDED, `/I. } E • WAFENIIIC MAY BE USED WITH THE APPROVAL OF THE ENCHEER. TYPE A RAAI'MINI V 11 11'L ONiM\D' n� 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR ISEE TABIEI TRUNCATED DOMES < +. ,s L ryry N l) " E O FLOOR OR BY USING PERWSSBLE CONSTRUCTION JOINT WITH REOUIRIM BRCS, A SEE SHEET I DF 1 FOR DETMS 3 SINGLE SERVICE NCIE:. 2 :- M J `E \0 y 4, IF RAMP FLOOR IS PRECAST, HCLES MUST BE PROVIDED FOR DOWEL BARS SO to SADDLES SHALL E USED W PW RM tit Zp 10,_, O THAT ADJOINING FLARED SIDES CAN BE CAST N PLACE AFTER PLACEMENT OF 4 18" vOm L FSECIST RAMP FLOOR. PRECAST CONCRETE SHALL W CLASS A-4. MN WIN U o CAST Rdl MD co 4 MsWMDOME__ 5. ENURED BARS ARE TO BE NO.3 X S" RACED ?CENTER TO CENTER ALONG _ _.-_ ---'-'�Ip-1 MN'' SHAPE TO MATCH FACE V _ _.. y BOTH SIDES OF THp RAMP FLOOR, MU -DEPTH OF RASP FLOOR. MNMUM - r��� OF ROADWAY CURB - O G' m WfADE 6" EXTENSION A� CONCRETE LCVER t/i' 12n NAk '•�-D' BACK OF CURB 4 p ❑ I '" ` y O 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CUM RAPS - 20 =1 ae alM II II " 12' 16 6" r, -• O - -:.__� S- AE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TYPE P CROSSWALK ocln6No (J�/' CL 7. CURB RAMPS ARE TO M LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL TYPICAL PLACEMENT atE BOX p[pE SLOT cy) >, BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER SECTION A -A Y AN CROSSES A CUM RIEF RWITHINOLES THE WHET OR WAY AL n NCHWnT FACILITY l �2 MN.+• AT INTERSECTION r � (2 PLACES) Z o CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING PROPOSED, •>' YN COPPDHRTTA OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS WITHIN CROSSWALK AS SHOWN ON PLANS OR AS DRECTED BY THE ENGINEER. AND SHOULD NOT ERMSSIBLE 1/6 am GDPUNS !J /� I O SE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT PIX.ES FIRE 11-t MA% CONSTRUCTION n, 3^ A V HYDRANTS, DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A OONTNUOUS - '9 .r f MA JOINT - p.-, S n,--, F Q a INOBSIRUCTED STABLE FIRM AND SLIP RESISTANT PATH CONNECTING AL IR .rA ' T ACCESSIBLE 0.EMENTS OF A FACILITY THAT CAN ff APPROACHED. ENTERED 5g,,.` * V + _ - MAR \� •! E E p E W T N AND USED BY PEDESTRANS. YL 3 �Y V/ e. RAMPS MAY SE PLACED ON RI OR TANGENTIAL SECTIONS PROVIDED THAT 2'HA?1 -� SECTION B-B '`' ` U..�•; m e ao� n m W CN 3 uct THE CURS OPENING IS PLACE] WITHIN THE LIMITS OF THE CROSSWALK AND �lS AT ]( 2" HONER THIN • EDGE i1F PAV[MENT _y'r.. q- J -V.`+� N N N THAT TIE SLOPE AT THE CONNECTION OF THE CURB OPENING 6 gIRlMAl1oN SHOP T>? , BRXN AS MUTES: PERPENDICULAR TO THE CURB. ATXX ,BADE AS TOP OF CURB 'T$"A '�'. H •K NCEREARY II 9. TYPICAL CONCRETE SIWWALK 15 4" THICK, WHEN THE ENTRANCE RALNICANNOT TYPE C NOTE' FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, ' "--'?'_` 1 A 1-3/4- DIAMETER HOLE IS REWIRED IN THE LID FOR TOUCH READ METERS. �i ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK SEE SHEET 1 OF 4. FUND ,R OUST IAVRR "•yYVw'i•i !yam. -P., a' DIAMETER MAIN PIPE 12' () / - TRAFFIC, REFER TO STANDARD CG-13. COMMERCIAL ENTRANCE (HEAVY PARALLEL & PERPENDICULAR BOX AND 9EDFR (2 NCH y2't.AA .'f LONG SOME POOET, "1 O -_ TRUCK TRAFC) FOR CONCRETE DEPTH. MINIMUM HIGwFtiS) +tMd?: n� A}:^VA,F SPED 201 ND V A60REDATE Q ID > O M. WHEN CURB RAMPS AM USED N CONJUNCTBN WITH A SHARED USE PATH, 01-10 174E MINIMUM WIDTH SHALL BE TFE WIDTH OF THE SHADED USE PATH TYPE B TYPICAL SERVICE LATERAL INSTALLATION TYPICAL METER BOXES J I - Le" - z.<" rlxur(cnrfiD DOTE PARALLEL APPLICATION c-c D O V.o 0 O D D O D O O ROADWAY GRADE NNIMUN RAMP LENGTH �� 121 M7JU. 5' ON -. IN PERCENT IN FEET -� (5/8" & 1" METERS) (5/8"-1" METERS) --I a 000000000000 DDRB B"QMRB 4� AY TYPICAL MANHOLE FRAME & COVER + N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0, o S A 4' SQUARE LANDING AREA 52 0 0 0 0 0 0 0 0 O O O O O O O n 7' SHAi-LOUTSIDE OF PROVTRAVIDED FO 1 5 8 SHALL DI ULAR CEO FOR NTS NTS J ' 0 0 0 0 0 D 0 0 0 O O D O D O O z 3 6 9 ROUW7LK PERPENDICULAR CROSSWALK FIG. W-BA 0.2' I WITHIN A- MANED 50% - 65% OF BASE DIAMETER 0 0 0 0 0 0 0 0 O O O Q O 0 0 4 B 12 CROSSWALK AREA FIG. W-7 N,T,B uj lau 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 1° is TD-10 - FIG S-I-D / /1 VARIABLE I TD-13 V BASE DIA7ETER 4' MINIMUM, -�{ NOTE: PAY LIMITS TO-31 Q W TRUNCATED DOME THE REQUIRED LENGTH OF A PARALLEL RAMP LD DETAIL DETECTABLE WARNING IS g LIMITED TO 15 FEET, REGARDLESS OF THE DE -AIL J = Q SHEET t OF a SHEET 3 OF 4 sENORME 9FE0%LnN SEWER SERVICE LATERAL CONNECTION NOTES: CC-12 DETECTABLE WARNING SURFACE IE�DOE RI II CG-12 DETECTABLE WARNING SURFACE 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE 5' MIN. wORIPRAP� i REV. 7/05 GENERAL NOTES 105 TYPE B (PARALLEL) APPLICATION REV. 77G5 AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS (TYP)VICE Z: Q r n z03.Os VIRGINAL DEPARTMENT OF TFtANSPORTATgN `'02 2o3.0e LATERAL PIPE SHALL BE AINDICATED , THE Top TTLEASTV0.2'OHIGHER THAN OF THE RTHE 2'-0' �.J VIP A DEPARTMENT )TRANSPORTATION TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED REMAINING BACKFlLL SHALL t.5 U J z TO THE MANHOLE NOT CONTAIN ROCK MATERIAL CD-2 CD-1 36"MIN LARGER THAN 5" IN ANY 3'0' MN. H1 E Ew-12 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL DIMENSION 8" ,,.L LIMITS OF PAY FOR TOP OF CUT PAY LIMITS FAR (SAL) BE CONNECTED USING A PIPE SADDLE. MOVEMENT TOP OF CUT q'g4• WTLET PIPE •�LIJ CUT OUTLET PPE TO 24 MI 6 D.D. VDOT NO 1 [RIDE PAVEMENT BEGIN WITH 45• W STONE BEDDING W ! 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% INTIAL BACKFlLL FILL COUSIN IRDERDMM `N' UB(RME EW-12 �IN'• i0E OF PlL SiLNASE DICN LINE ELBOW GRADIE (1/4" PER FOOT) 1 ••• 8"MIN dTC ITYPgALI YiA SHOULDER LEE F L EMBEDMENT (6" LIFTS) B' 7•• O LINE EDGE OF PAVEMENT F A 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2 MIN { BYDHANDHOR APPROVED O ODLY COMPACTED FOP E CROSSDRAIN CD 1 AT LOWER END OF CUTS DIAMETER OF 4". SPRING LINE U) �/ i. 90• CENTER LINE SECTION TRAVEL LVE / / OF PIPE O MECHANICAL TAMPER L.L z CROSSDRAIN CD-2 ON ELLS I TRAVEL LANs _ -j!!5 HAUNCHING 12" SECTION A -A CENTER LINE SECTION L'�-1--------- IwITI- TYPE tsELECT YATERIA.) -4---- :-- E-- s. ALL FEWER LATERALS SHALL HAVE A MINIMUM COVER --F--�---'H•,I �----'� �s+ 45• � Of 3 FEEL - �' (WITH TYPE 1 SELECT MATERAL) I EA A NO. 68 STONE NOT TO SCALE W :? EDGE OF PAVEMENT `�Y BEDDING 6" max caHrXtETE tOAcasEMENt W z TRENCH PLACEMENT DGE DE PAVEMENT PAY UNITS FOR SHOULDER LINE OUTLET WE 5- SALT 4" mID J TRENCH PLACEMENT swuDER u)E BDGN WITH as• TREATED W z YPICA.7� TOE OF FILL PAVEMENT SURFACE 6 BASE DITCH LI ELBO* OUNDATIDN (SHALL BE ICI L F GO ITTOE Di TILL 2 % 4 ` EPA SURFACE l BASE o 0 0 0 0 0 00 o SUBBASE FINISHED GRCUND MARKER REQUIRED WHEN SOIL LENGTH (VARIES) 'n / LIMIT$ OF PAY FOR . EW-12 CONDITIONS ARE UNSTABLE �� z 0 0 0 0 0 0 0 0 SUBBASE OUTLET PINE •o•o- 6. 6. 6. 6 •6• 6 • 6 • 6 o -o • �- SELECT MATEPoAL TYPE IORI / (TYPICAL) J /dH ALL PIPE) HATCH EXISTING PROFILE (/) = J 6 6 6 6 6 6 6 6 6 6 6606 •�SELE'I MATERIAL TYPE I OR ■ - 1 n 6.6.6 •6.6.0.6.0.0 - 6 -b • PLAN VIEW SHOWING PLACEMENT OF • • • • • R57 AGGRE TE, RB AGGREGATE OR CRUSHED EXCEPT WHERE SLOPE OF BANK EXCEEDS 1 TO 1 MAX. ` --- CD-2 CROSSDRAIN CLASS MEETING NB GRADATION RE011EMENTS. 1 057 AGGREGATE, RB AGGREGATE OR CRUSHED I-D' CEOTE%RE D/I(ICE FARPoC PLAN VIEW \ A GEOTE%TEE CLASS MEETING KB GRADATION REOUIREMENTS. I� (PLACEMENT OF CD-1 CROSSDRAIN) a 1 / LIJ O p O DRMuW NON PERFORATED OUTLET PIPE FIBPoC CRUSHING STRENGTH OR OR • :;.• TYPE OF PIPE NOTE N W.T. {" NON. OIANETER NWT, fi" ROM. dA1ETER 1 - PAVEMENT SURFACE 6 BABE '' •:: •::::.; :.,. . "..: L` n SMOOTH HALL PVC .O3 o.1s3 PLUG END OF 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE y +-PAVEMENT SURFACE a BASE 9 TH WALL PE 70 PS Xxx 70 PS Nxx o ,p o 0 P 0 0 a �- SUBBABE D CEMENT STABILIZED SUBS MAIN LINE SERVICE LATERAL BACKFILLED ENTIRELY WITH NO. 21A STONE 3.0' MN. Q _ SUBBASE 0 0 0 0 0 0 .6 6 6 0 SELECT MATERWL TYPEIdM SUBCRME M E SECTION -- --- <R pp Op "Cp0 G G C p SUBBASE D CEMENT STABILIZED SUBBASE ,.; ,5. 0000600 6 _-ICEMENT OR LINE STABILIZED) 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED x WALL THICKNESS (WIN) - INCHES x o a 69 0 06 6 ~ (CMENTNOR�LINEE AL STTABEUZED)SL6GRADE Nxx TESTED ACCORDING TO ASTM D-2412 AT 5%DEFLECTION. p 657 AGGREGATE. RB ACCIEGATE OR CRUSHED �ro'0" AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68 Y GCOTEXTLE GLASS MEETING RS GRADATION RETIREMENTS. STONE SHALL BE PROVIDED' CD v 657 AGDEGAT , 68 AGGREGATE OR CRUSHED FDRANME GENERAL NOTES OEOLE D' CLASS MEETING R5 GRADATION REOUREMENTS. 1. MESS SPECPICALLY NDICAT[D. CROSSDRAN WILL NOT BE 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" •': 2':'`7•�>:•• '•'Yr^r +•'.':r i. N FABPoc GENERAL NOTES LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ARE STABILRED. BEDDING OF NO. 68 STONE - i. TRENCH SHILL BE FILLED WITH IGCREOATE AND TMWGHLY FWID TAMPED TO 2. TRENCH SHAH BE FILLED WITH AGGREGATE AND T/RTIGHLY HAD TAMPED TO INSURE COMPACTNESS.R15UitE COMPACTNESS. UNDISTURBED O APPROACH SLAB PAVEMENT 2. OUTLET PPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND NON -PERFORATED OUTLET PPE 3. OUTLET APE E SHALL L BEGINN A AT THE EUCL'ELOF W ETRAV TRAVELLANE BL PAVEMENT ENT AND X MATERIAL A SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 % M. IS DESIRABLE) GAME. DESIRABLE) GRADE. IN LINE WYE-TEE ELEVATION _ BPoDLT - SUBBASE J. ON CyIB AND GUTTER SECTIONS, WHEJE IT 6 IMPOSSIBLE TO OTHERWISE PROVIDE CRUSHING STRENGTH 4. ON CURB AND GUTTER SECTIONS, WHERE 11 IS IL MO E TO OTHERWISE PROVIDE CO-2 OUTLETS iD CRDSSORANS,THEY ARE TO BE LOCATED SO AS i0 DR IN INTO DROP TYPE OF PIPE x OUTLETS FOR CROSSDANS,THEY ARE TO BE LOCATED SD AS TO DRAIN INTO DROP PLAN CD-2 - INLETS OR R CROSIS. W.1. 4" NOW -DIAMETER NW,T, e" NOY. DIILETER INLETS OR MANHOLES. 5`17' GATE BASE MATERIAL TYPEI SMOOTH MN1 PVC .,C} p,153 5. O/ SRfRELEVATED sECTgNS. TRCNCH IS TO BE UNDER ENTIRE PAVEMENT AREA TYPICAL SEWER PIPE NOTES 1. WHERE LESS THAN 3- OF DOVER IS AVAILABLE BELOW STREAMBED. CONCRETE ENCASEMENT ~ SIZE ND. 218 01 MN. DEPTH) 4. ON SUPERELEVATED SECTIONS, TRENCH S TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET WE ON LOW SIDE ONLY. SMOOTH HALL PF 70 PSI NNx 70 PS NNx WITH OUTLET WE ON LOW s1lx ONLY. VARIES WILL BE BEDROCK IS W w INSTALLATION IN TRENCH 2. WHEN BEDROCK IS ENCOUNTERED AND COVER EQUALS OR EXCEEDS S. THE TRENCH SMALL u3 S. INVERT ELEVATION AT OUTLET END AI OUTLET APE STRUCTURE. U A 41NIWY OF 1•-D• ABOVE 6. INVEST ELEVATION m AT OUTLET END AI OUTLET WE TO BE A NNMM OF t'-0" MOVE BE BACKFlLLED WITH COMPACTED 21A STONE AND TOPPED WITH 18" OF VDOT CLASS 1 PoPRAP. d LO O INVERT ELEVATION 6 RECEIVING DAMAGE DITCH OR STRIICTUPE. INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. c PLACEMENT OF CD-2 CROSSDRAN AT 5. ALL CONECTIONS (ELBOWS. *YES. ETC.) WITHIN PAY LIMITS FOR OUTLET APE ARE TO IN WALL THICKNESS (WIN) - INCHES 7. ILL CONNECTIONS (ELBOWS. WYES• ETC.) WITHIN PAY LIMITS FOR CUTLET PPE ARE TO R JOB NO. U BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PPE. BE OF TIE SAME CRUSHING STRENGTH AS THE CUTLET PPE. SEWER Nxx TESTED ACCORDING TO ASTN 0-2412 AT 5%OEF DEFLECTION. S. OUTLET PIPE TO a SECURELY CONNECTED TO EW-17OR OTHER DAMAGE SEWER SERVICE LATERAL CONNECTION NTS TYPICAL STREAM CROSSING 112066 7. OUTLET PPE TO BE SECURELY CONMCTEp TO EW1ZOR Ol)ERt DRAINAGE STRUCTURE. STRUCTURE.. FIG. 5-3 SPECIFICATION XVDOT XVDC3T SPECIFICATION N.T.S N.T.S SCALE REFERENCE STANDARD CROSSDRAIN ROM ADD BPoOGE STAROIBOS ROM AND BRIDGE STANDARDS STANDARD CROSSDRAIN REFERENCE FIG. S-2 TD-34 FIG. S-7 c 232 (AT GRADE SAGS AND BRIDGE APPROACHES) (AT LOWER END OF CUTS) 232 ---- TD-38 NIA o SUN REVISION DATE SHEET 1 OF 1 SHEET 1 OF 1 REVISION DATE 701 VRGINIA DEPARTMENT OF TRANSPORTATION O7Ate OWN 701 1D- d ge.Ds IDa.D4 vRr,INA JFPAR-MF'.T r,- rRADscoR-Arov Tat SHEET NO. m 10 v Plant Legend 1992 3.38 .• I I I DOUBLE STRAND#a2 GAUGE WIRE _ WITH RUBBER HOSE & TURNBUCKLES 31 1 .pia+ Y'zY HARDWOOD STAKE TREES UP TO y" CAL. SHALL STAKED r WITH Y'zY'HARDWOOD STAKES. CUT & REMOVE BURLAP FROM TOP / TREES OF 4" CAL. OR LARGER SHALL BE 11 1/3 OF BALL AS SHOWN �1 GUYED WITH 3 EQUALLY SPACED, TWISTED, SCARIFY SUBSOIL TO 4' MIN. DEPTH 7 '- -/ AND / TUFLAG WIRES WITH COUR RNBUCKLES. LOOP HOSE AROUND EXISTING STREAM f MULCH SAUCER _ v REFER TO SPECIFICATIONS FOR BUFFER 34,G5o SF i S36aS), \—� FINISHED GRADE ' \/\I�/�� FURTHER INFORMATION 2jF4 I TREES UP TO y" CAL. SHALL BE STAKED. A Irl TREES I \ / L. OR LARGER SHALL EXISTINGioo' 3y GUYED WITH3EQUALLY SPACEDBE PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY (d) TOTALOVSITE QUANTITY CERAGE (sf) TREES UAP PRINCETON' ELM JULMUS AMERICANA'PRINCETON' I 101 1 397 1 17 1 6,749 QS ISHUMARDOAK 1QUERCUSSHUMARDII I 10.12'HT 1 329 1 14 1 4,606 QP IQUERCUS PALUSTRIS IPIN OAK 131/2" cal. 1 471 1 53 1 24,963 11NDERSTORY TREES EVERGREEN TREES IN ILEX x'NELLIE R STEVENS' NEWE R STEVENS HOLLY 5'-T ht. 1 44 1 23 1 2,376 MG MAGNOLIA GRAN DIFLORATITTLE GEM' JuTrLEGEMMAGNOUA IVI 1 82 1 18 1 2,214 TOTAL CANOPY I I I 1 1 43,284 STREAM BUFFER' TWISTED, #22 GAUGE WIRE WITH HOSE ` . 1 } - , HT. of TREE AND TURNBUCKLES. LOOP HOSE "/ �1 - // y �� (- GUYWIRES WITH RUBBER HOSE AND NOTE: --�_' •"'� "' AROUND TRUNK ABOVE BRANCHES -� a7i`II\ TURNBUCKLES 2/3 UP TREE 1. STREETTREES PROVIDED 40'O.C. AND 5'-lo'FROM PROPOSED UTILITIES. LIMITS OF TREE PROTECTION = =-I - AS SHOWN, FLAG WIRES WITH `V YY 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE -III -T COURVEY TAPE. REFER TO SPECS 2"x2" HARDWOOD STAKES, ALIGN FENCING TO PROTECTTHE=11/ HEIGHT THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY W OODED AREAS TO BE FOR ADDITIONAL INFORMATION. TOP OF STAKES i TO SUPPORT THE OVERALL HEALTH OF THE PLANT. PRESERVED ON THE SITE- ` ll l l =III= =III=III AMENDEDSOIL MIX ��I I , ^�I �j MULCH SAUCER 3. TOTAL STREET FRONTAGE =1,no' (INDIGO RD) & 86o' (CRIMSON ST)=1,970' 6 II -III COMPACTED SUBGRADE //11 ' AMENDED SOIL MIX REQUIRED STREET TREES: 51(1TREE PER EVERY 4o'OFSTREET FRONTAGE) PROPOSED STREET TREES: 53 " NOTE: 2,no' OF STREET FRONTAGE ALONG INDIGO ROAD I- / REQUIRED STREET TREES:29 Tree Planting and Staking Detail Mill II IIIIIII PROPOSED STREET TREES:31 qR. l4''NS'Z Lie. No. 035791 .1, 03/30/21) 3 \ * IONAIL EEC LOT 13 \ Not To Scale I -I CUT AND REMOVE BURLAP FROM TOP NOTE:865 OF STREET FRONTAGEALONG CRIMSON STREET \ 6� ll \ II -III- a13OFBALLASSHOWN REQUIRED STREET TREES:22 V� N S III -II err / / \ PROPOSED STREET TREES: zz z zZ 0 SCARIFY SUBSOIL TO 4"MIN. DEPTH z = _ -IIl� III-III-III-III=1I � g 6 \ _ - 111 COMPACTED SUBGRADE TOTAL SITE AREA: 5.841 ACRES 254,434 SF p LOT 12 III I l TOTAL STREAM BUFFER AREA (OUTSIDE EMERGENCY ACCESS ROAD): 0.795 ACRES 34,65o SF O u ca 0 TOTAL ACTIVE RECREATION AREA: 0.102 ACRES 4.450 SF H w c 3 6S. ` CANOPY REQUIRED (20%) = (5.841 AC - o.897 AC) x 20% o.989 ACRES 43,072 SF p a Evergreen Tree Planting Detail � 0 � a g g PROPOSED PLANTING CANOPY CALCULATIONS: o.994 ACRES 41284 SF z Y �� 0ti Not To Scale H 0 ¢ o U -'` LOT ii _ / M z W NNLU v Conservation Plan Notes: ce �. \ U Solace: VaDSWC Plate3382 66' _\ y \ ' ` \ 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS, NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE o TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE o III -401 PROPOSED 6' \ \ \� �,_ _ PROPOSED PRIMITIVE \ \ COUNTY ENGINEERING DEPARTMENT. to \ TRAILWAY(TYP.) \ \ ' \ a LANDSCAPE AND OPEN \ \ 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL MAINTENANCE- \� S E C / \ ' \ SHALL N BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED z county otAlbrmarle EASEMENT �1383 / \\ ' \\ 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES w o Consen�aBon Plan Checklist- To be placed an Landscape Plans • 1 I I \\ -� \ � \ LOCATIONS SHALL BE COORDINATED SUCH THATTHEY SHALL NOT ADVERSELY AFFECT TREES TO BE In (HvndMrok, pp lR-264I11-297 far camplelr sprrifiealinm) `l I \� � \ \ \ PRESERVED AND PROTECTED. 1. The ren.wlnaltrm h ube,t , ' 1 1 LOT 10 I� - - ' I s ` / LIMITS OF TREEPROTECTION ' \ 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE `" "a mr�r,n III Tre®mbewooQ \ FENCING TO PROTECT THE ' PRESERVED AND PROTECTED. o 10 Limb of clewing (outside driphne of trees to be saved): _ \ - - WOODEDAREASTOBE a ® ace an and yp<atprmecevetendng: 1 'I ' \ LOT 1 \ `\ ' S. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE /} PRESERVED ON THE, \ PRESERVED AND PROTECTED. 0 Grade changes requiring tree wells or walls: _ \ / - `\ \ O O N 0 Proposed treat uog or tmmdirg beyond the ludts of'clearing. I / ' � / ! \l`\ �6 \ - \ LU \ CD '- `� >'�'\ ., \ 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED ¢ o o _• Marldme: _ \ \ ` \ --i \ BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. p _ ia AB met to be saved shall he marked with t or ribbon d a bey t dead visible to equipment tors. PM St Y W P opera I 6 \ - �T) - El tiopalinesha INIsmunlilthe tom marking has bearimspecledand approved byaCounty lnspeder. �'I LOT 9 y 6y ' \ \� ` \ , o \ 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR ''',���••�--yyy��� _ \ OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS 3. Pr 5 a. Equipment Uoecontr1 - g;. - LOT 1 i� \ / OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST Z) " l xtiwr nromures shall be reviewed with the actoron me ` -I r _ �_ - \ \ \ / �" EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT n nanuStoraae: TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. a;m Heay eqummau vehwa. maflic anduorage ofeonsuuction inswerialsineludirg soil shall not be pernmedwithin the driplines, of trees % \ /; m be raved. - '� / \ \ ® \ i' 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND L9 u \ / PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION C_ 5. SedErosianand StararwaterDetention Devices: ,s.� I`1 �.. \ ''' -- \ // 4 \ \ N / AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A EI Such devices shall act adversely offers traatobesaved. 1 PROFESSIONAL FORESTER OR TREE SPECIALIST. v LO LOT T 16 6. Flan: ° l j_ q - \ ', / ' ` \ \ ` \ 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND 0 fl Ftiraaremtp®,ninedwidun100feetoffhedtplineoftreetobeaved. « 1 , " L PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ]. Toxic Mahrhle- -1 \ ` \ - „'; \ �' / ZONE. THE BAR SHALL BE DRIVEN 12' DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL r v� 1 - - S LOOSENED. ® Tozic rratenda shall ml be stored within 100 feet ofihe dripline oftran to be saved. S. Protecdve Fetcher: Prow �S gra�og ry Y arcng f I 666 - I\ - / 3 \i' / / 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN N $ O T..tobert..dwith.40feetofe sedbsd or acbvl shaube Mcr:ledb f N 1 I'o0�� _ / \\ �`\\ / C7 MEASURES REMOVED DURING THE FINAL CLEAN-UP. z 13 Fearing shall be in place and shall be respected and approved by a County Inspector prior to grading or mrretruaim. I ISPAC _ _ \ \ / (..v'}) 9. Tree Wells: 111 'I LOT 7 1 1 ( 955 ` \ / / / \ ' \ \ V 1 ® When the ground level moat be raised within the dripline of tree to be saved, a tree well shall be provided and a cammucton detail h ; Q. A \ / \ ` \ \ / / \ \ ` J O submitted for epprovd. ` t l _ - - �'/ (V ,0 o I - PROPOSED 6' \ / � ' s\ EXISTING too' O la. Tree when t �'. ` -- I PLANTING STRIP \ S NN \ STREAM BUFFER aaa 0 When the ground level moat be lowered within me driplire a tree to he saved, a tree wail shall h provided; and a corbuucton deldl - Q submitted for approval. A / / A \ \ \ N 11. Trenchino and Tunnellne: Z I vl - - 'I ', LOT 17 `\ ? \ \ \ N U When trenFlung is required within the limits ofcleanng, it shall be done as f away from the trudes of trees as possible- Trmreling LOT 6 1 I 0Z ' � S \ \ \ ° under a large tree stall be considered or an alternates when 0 is anticipated that necessary trmdung wall destroy feeder roots. 3e Q = W O 12. Cl�nnw _ C EA O \ NN 'oF\ \ � s\ \ n ® Rroteaivefencing shall be the last items removed during the find cleanup . P � I _ �' I' 4' � � �` 7 \ \ I3. Damaned IInr: 1 l p ' _ ' \ % o ® Da7HFDF.VFL trewshall be treated immediately by pruning. fartlization or othermahods recommended by sires specialist I I IL LOT 18 _ \ 17 UAP \ \ \ J ` p I v � NOTE: IT OPER'S RESPONSIBILITY TO CONFER WITB THE CONTRACTOR ON TREE CONSERVATION LOT - - — _a � \ \ REQUIREMENTS. 5 - - ',I 1 --�� — > Q / / LU a J OWNERSIG'ATURE (DATE) I i ' \I j \ ' \ c \ ' 3 CONTRACT PURCHASER SIGNATURE (DATE) -� - , LOT 1 \ T 26 \\ \ \\ 'l� O I , 511/05 Pape l of - LO \ \ V !a -i U `;, LOT 4 x" _ ` - A �yQs LOT 27 % s vv v ` � a PROPOSED STREET _-- Vj. LOT 25 ` \ NN ' \\ = Q NOTE: TREES(TYP.) \ A_ OG - I \ LOT 2Sr I z 1. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL LOT 2 I NEED TO BE MAINTAINED IN AREA BETWEEN 2 TO FEET ABOVE GROUND AS A CLEAR o } O' J 4 \ \ 1 ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. .I s 'm ILL; \ \ Y ~I 0 0 I Ln `;"', LOT 20 \ LOT 2 ` s \\ / w z t j 3 \ L) E I _� AEB LOT 3 2 Act (P \ Q _ 1 0 J CO < — I 1— — —� I _ \ ��' \� z I NN (1s)MG LOT 2 I LOT 21 — — /\\�X Ul - w I w J OT 2 9 i c 2 I \ 6ss � a , I 1 i c23)IN LOT 1 i 1 LOT 22 O �. _ \ - w / 1, - -- - _ — LOT 30LL 13 --.----- - - - - -- e -� - _mot,= - - - x• � 'N ye x SIGHT DISTANCE - 0 m O O w NN OPEN ` N INDIGO ROAD a SIGHT DISTANCE=28o' INDIGO OAD _ , -A LOT 31 PACE A 40' PUBLIC R/W VAR. WDITH UBLIC R w w w w w w w w — ►-- W W - W W W- W W W W - rX> j - O/ 6 BE 22og E \ - _ __ - r4 5 a1 9 p - 310' FROTurCIL INTERSECTION TO INDIGO ROAD " - r - - - 78 4?°i1 65' — --_--- --was - OPEN y - - - - - &CRANBERRY LANE nt SPACES J O. JOB N - - -- - — GRAPHIC SCALE (53) QP STREET (0.025 AC) 3� $y 11 66 �r^,11 - -- TREES 30 0 IS 30 60 120 �8'VV SCALE CLAUDIUS N52 02 1" = 30' C R O Z ET ` SHEET NO. ( IN FEET ) m PARK I iGcr, = so rr. Ns11 10 Design Storm Year = 10 ® •STRUCTURE • • I1111111"MEENTUMEMMEW •®� •• y ' a • ®®®®© ' �- 111 1 •1 1 11 �®�® Structure Area COY 4 Station °1 rn (Acres) (Min.) 2 0.00 0.90 5.0 10+30.75 4 0.00 0.90 5.0 10+63.10 J ��- b 0.00 0.90 5.0 12+03.19 8 0.00 0.30 5.0 12+69.21 10 0.17 0.79 5.0 12+98.91 T=z 12 0.27 0.86 5.0 11+27.84 TOT 22 \ 14 0.13 0.90 5.0 13+34.91 16 0.00 0.90 5.0 10+82.98 t 18 0.09 0.83 5.0 11+15.01 20 0.61 0.76 5.0 12+40.12 t„ 22 0 0.72 5.0 10+ 1.9770 _ 24 0.09 0.85 5.0 10+57.19 J 28 0.03 0.70 5.0 11+09.63 vo-2- / 28B 0.27 0.72 5.0 12+55.51 to � •��_®_® 111 1®®. 11 YARD DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGTH` (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type SIZE RIM ELEVATION YD-6 YARD INLET N/A 24" 675.84 YD-5 12 57.50 2.05% 670.75 669.50 HDPE YD4 YARD INLET N/A 24" 674.90 YD-3 12 65.34 4.64% 669.40 666.18 HDPE YD-2 YARD INLET N/A 24" 672.70 YD-1 12 74.83 2.70% 666.10 664.00 HDPE YD-12 YARD INLET N/A 24" 666.63 YD-11 12 28.00 0.50% 661.27 661.11 HDPE YD-10 YARD INLET N/A 24" 665.99 YD-9 12 33.40 0.51% 661.01 660.82 HDPE YD-8 YARD INLET N/A 24" 667.90 YD-7 12 75.59 0.50% 660.72 660.32 HDPE YD-14 YARD INLET N/A 24" 669.98 YD-13 12 65.40 3.14% 663.00 660.82 HDPE YD-18 YARD INLET N/A 24" 664.59 YD-17 12 47.26 5.36% 653.00 650.25 HDPE YD-16 YARD INLET N/A 24" 661.03 YD-15 12 51.18 0.50% 650.15 649.88 HDPE 26 0.23 0.72 5.0 10+84.44 9 ° 20 1 n MlJUKh, KICHAKU (� 3 -- t -- OR OANA YDao I 0.1990 ACRES / - ' i 24 R-62RESIDENTIAL SOI \ X V A ZONING:ik T8 1 _ �'�9j �� SP PFN \ N \ - - 22 ---_ A 3 CF \ A - tOT 1 4 'q � I1 1 056A2 04-0i1 W300 \ JO ES,B SARA NJABETIN"TIN � � ` r t°�,-/�_ 361 � � t�� 0.2120 ACRES i6 5V e * i \ CO , \ \ ZONING: R-b RESIDENTIAL 2 / # tT�6 ° Co 1 P ¢ �aDDSsA2 a 056A2-04-00-00200 \ \ BEASL'EY, AL13A E" t°j. ,r ce \ �. z 1 OR PA�fELA B YD-2 1 0.2120�CRES I ZONING: R-6 RESIDENTIAL 1 z8 ( 24 t T D.B. 2275 PG. 096 . I 34 '! t OT 8 o'sbnz=o4-oo-boloo 4 r t T: MACLEAN, CIERARD E r\ 09 AMY Wt O 0.2710 AC T_-3 % I Z%KING: R-6 RESIDENTIAL _ a T- tVT 2 1 D. .2865-PG.73-1 YD-4 l it I z6 9 T 4 \ \ I _ \ `ra YD-i6 to x / tO7- 24 tOTZs I ' t0 `I \ _- OTiz� \ /AW - 8 1 F \ iz r20_ \ \ \ \ \ �LAUDIUS CROZET PARK INE- K/ \ 11.6650-ACRES 660, EP - ----; \ ` AY. ��"v_ -e ZONING: RURALAREAS \ D.B. 1536 PG. 406 1. _- _ W GRAPHIC SC�E-. �4� so 0 25 50 100 \ 200 - t 1 7-3 T / 1N FEET PgRK tOT_# ( ) \ I inch - 50 ft. 7I Table 6: Sump Inlet Design Table INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet z _ 0 � N W y 5 a 2 C t m 42 O75 c y O V rL E o ti c O S O T`" o `. w = a N g t n N a d u u 0 0 o u n 3 a a r left 0.17 0.86 0.146 0.58 0.00 0.58 0.0010 0.0200 2.0 0.0833 4.1650 8.40 right E. 0.. 0.0. (2, 0.00 0.34 0.0010 0.0200 2.0 0.0833 4.1650 6.88 12 r 3C 1 6.0 contained flow 0.9 0.1 2 0264 6,05 Maximum allowable spread=15' left 10.1310.76 0.099 0.40 0.00 0,40 0.0010 0.0200 2.0 0.0833 4.1650 7.25 right 0.48 0.78 0.385 1.46 0.00 1,46 0.0010 0.0200 2.0 0.0833 4.1650 11.83 20 1 3C 16.0 corrbined flow 1.9 10.19 0.4181 9.59 Maximum allowable spread=15' left 1 0,18 0.72 10,130 1 0.52 1 0.00 0.52 0.0010 1 0.0200 1 2.0 1 0.0833 4.16501 8.03 right 1 0.09 1 0.72 10,065 1 0.26 1 0.00 10.26 0.0010 1 0.0200 1 2.0 1 0.0833 ji 4.16501 6.19 28B 3C 8.0 corrbnedfiDwl 0.8 1 0.09 1 0,2071 4.74 Maximum allowable spread=7' Table 6: Sump Inlet Design Table INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet 0 ' V p, N U dd 3 N p U C � p L O p ❑ W a d 6 Q O o a a of . ur 3 rnn w d a left 0.17 0.86 0.146 0.95 0.00 0.95 0.0010 0.0200 2.0 0.0833 4.1650 10.08 right 0.10 0.86 0.086 0.56 0.00 0.56 0.0010 0.0200 2.0 0,0833 11650 8.26 12 3C 6.0 contained flow 1.5 0.17 0.385 8. 66 Maximum allowable spread=15' left 1 0.13 0.76 0.099 0.84 0.00 0.64 0.0010 0.0200 2.0 0.0833 4.1650 8.70 right 0.48 0.78 0.365 2.37 0.00 2.37 0.0010 0.0200 2.0 0.0833 4.1650 14.20 20 3C 6.0 corlbined flow 3.0 0.27 0.576 13.25 Maximum allowable spread=15' left 0.18 1 0.72 0.130 0.84 0.00 0.84 0.0010 1 0.0200 1 2.0 0.0833 14.1850 9.83 right 009 0.72 0 065 0.42 0.00 0.42 0.0010 0.0200 2.0 0.0833 4.1850 7.43 28B 3C 6.0 contained flow 1.3 1 0.13 0.288 6.55 Maximum allowable spread=7' Table 7: Grade Inlet Design Table INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet c a r m o s s 8 s _ 8 0 o xl l0 C; ` U mu g> N ` �, O N '� N C >; J N C x 7 Crrun'9 O O c '� II C G 9g p� a w 9i it > d Li 0 d a of u'3 3 co ui a a 10 3BB 8.0 0.17 0.79 0.134 0.54 0.00 0.54 0.0300 0.0200 2.0 0.0830 4.1500 4.30 0.93 1 3.5120 0.1463 0.1561 6.22 1.29 1.00 0.54 0.00 Maximum allowable spread=15' 14 38 8.0 0.13 0.90 0,117 0.47 0.00 0.47 0.0336 0.0200 2.0 0.0830 4.1500 4.00 0.95 3.5120 0.1463 0.1590 6.00 1.33 1.00 0.47 0.00 Maximum allowable s read=l4' P 18 3BB 8.0 0.09 0.83 0.075 0.30 0.00 0.30 0.0346 0.0200 2.0 0.0830 4.1500 3.36 0.98 3.5120 0.1463 0.1634 4.93 1.62 1.00 0.30 0.00 Maximum allowable spread=14' 22 3B 12.0 0.30 0.72 0.216 0.86 0.00 0.86 0.0335 0.0200 2.0 0.0830 4.1500 5.03 0.88 3.5120 0.1463 0.1488 8.08 1.49 1.00 0.86 0.00 Maximum allowable spread=14' 26 38 4.0 0.23 0.72 0.166 0.66 0.00 0.66 0.0209 0.0200 2.0 0.0830 4.1500 4.98 1.00 3.5120 0.1463 0.1663 5.86 0.68 1.00 0.66 0.00 Maximum allowable spread=14' 28 3BB 12.0 0.03 0.70 0.021 0.06 0.00 0.08 0.0828 0.0200 2.0 0.0830 4.1500 1.87 0.95 3.5120 0.1463 0.1590 3.52 3.41 1.00 0.08 0.00 Maximum allowable spread=7" Table 7: Grade Inlet Design Table ity 6.50 (Intensity is 4 in/hr for spread. and 6.5 in/hr for capacity and depth) ngs Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet 42 4 :9 N v & m �. :o Q c w m + g U mo' ,C u m c 3 5 d 0 o 0 d o v c C C c N O u N 3 N N (u +1 N 5 01 9 0 p ~O u y m ry c x $ 0 T 8 w m � a 0 U Q O N -1 d U a rn 1n rn F- wo m ro r9'i Lu O u 10 38B 8.0 0.17 0.79 0.134 0.87 0.00 0.87 0.0300 0.0200 2.0 0.0830 4.1500 5.16 0.88 3.5120 0.1463 0.1488 7.85 1.02 1.00 0.87 0.00 Maximum allowable s 14 3B 8.0 0.13 0.90 0.117 0.76 0.00 0.76 0.0336 0.0200 2.0 0.0830 4.1500 4.79 0.89 3.5120 0.1463 0.1502 7.62 1.05 1.00 0.75 0.00 Maximum allowable s 18 3BB 8.0 0.09 0.03 0.075 0.49 0.00 0.49 0.0346 0.0200 2.0 0.0830 4.1500 4.03 0.95 3.5120 0.1463 0.1590 6.15 1.30 1.00 0.49 0.00 Maximum allowable s 22 3B 12.0 0.30 0.72 0.216 1.40 0.00 1.40 0.0335 0.0200 2.0 0.0830 4.1500 6.04 0.81 3.5120 0.1463 0.1385 10.33 1.16 1.00 1.40 0.00 Maximum allowable s 26 3B 4.0 0.23 0.72 0.166 1.08 0.00 1.08 0.0209 0.0200 2.0 0.0830 4.1500 5.97 0.99 3.5120 0.1463 0.1649 7.23 0.55 1.00 1.08 0.00 Maximum allowable s 28 3BB 12.0 0.03 0.70 0.021 0.14 0.00 0.14 0.0626 0,0200 2.0 0.0830 4.1500 2.24 0.88 1 3.5120 0,1463 0.1488 4.49 2.67 1.00 0.14 0.00 Maximum allowable s 1 N SCOTT R. L[NS LAC, 1,40. 035791,b' 03/30/20 �w4 ^'fnnrnr F�' < a 0 C o 0 0 LD tiM C'7 O N M z d Q ' J W N O i2L U1 N Q z O W > O Q _ LU J > > QU) LD W I--- Q 0,,6x W O z N z LL LL T1 (D LL W z w Y LLJ U) � O w PIPE DESIGN n = 0.013 Rpe Hydrology Pipe riij 0 s rn w` F42t� i� y o o E yF0 2� yq+ CC d .mi U U U f m C7 a C 4 .� E a E � E o LL N ~ N ❑ i ;; c c € c U) ❑ IL > LL Cr Rpe run: STR-14 - OUr 14 10 0.13 0.90 0.117 0.117 5.00 6.87 0.78 0.78 853.00 852.00 32.0 0.013 0.0313 15 11.42 5.19 O.tO 10 8 0.17 0.79 0.134 0.251 5.10 8.63 0.89 1.67 851.90 851.10 25.7 0.013 0.0311 15 11.40 8.51 0.07 8 6 0.00 0,30 0.000 0.484 5,61 6.47 0.00 3.13 651.00 650.20 62.0 0.013 0.0129 15 1 7.34 5.71 1 0.18 6 4 0.00 0.90 0.000 04a4 5.79 6.42 0.00 3,13 650.10 649.35 136.1 0.013 0.0055 15 4.80 4.14 0.55 4 2 0.00 0.90 0.000 1.695 6.34 6.25 0.00 10.60 648.50 648.34 28.4 0.013 0,0056 24 16.99 5.70 0.08 2 OIJr 0.00 0.90 0.000 1.695 6.42 6.23 0.00 10.80 648.23 646.08 27.2 0.013 0,0055 24 1 16.80 5.63 0.08 Rpe run: STR-12 - STR 8 12 1 8 1 0.27 1 0.86 1 0.232 1 0.232 1 5.00 1 6.67 1 1.55 1 1.55 1 651.75 1 651.10 1 123.8 1 0.013 1 0.0052 1 15 1 4.68 3.40 0.61 Rpe run: STR-20 - STR 4 20 1 18 1 0.61 0.76 0.464 0.464 5.00 6.67 1 3.09 3.09 657.00 656.33 121.1 0.013 0.0055 15 4.80 4.15 0.49 18 1 18 1 0.09 0.83 0.075 0.754 5.49 6.51 1 0.49 4.91 656.23 556.00 28.0 0.013 0.0082 15 5.85 5.34 0.09 16 1 4 1 0.00 0.90 0.000 1.212 5.66 6.46 1 0.00 7,82 654.90 653.25 79.0 0.013 0.0209 24 32.70 8.51 0.15 flpe run: STR-28B - STR 16 28B 28 0.27 0.72 0.194 0.194 5.00 6.67 1.30 1.30 666.00 663.00 141.9 0.013 0.0211 15 9.39 5.36 0.44 28 24 0.03 0.70 0.021 0,215 5.44 6.53 0.14 1.41 662.90 661.00 48.4 0,013 0,0392 1 15 12.79 6.78 0,12 24 16 0.09 0.85 0.077 0.458 5.56 6.49 0.50 1 2.97 660.90 658.50 53.2 0.013 0.0451 1 15 13.72 8.84 0.10 Rpe run: STR-16 - STR 24 26 1 24 0.23 0.72 0.166 0.166 5.00 6.67 1.10 1 1.10 665.00 662.00 80.4 0.013 0.0373 1 15 12.48 6.25 0.21 Rpe run: STR-22 - STR 18 22 1 18 0.30 0.72 0.218 1 0,216 5.00 6.67 1.44 1.44 658.50 657.50 48.0 0.013 0.0208 1 15 9.33 5.45 0.15 U Cr V H U Q z z J Q W p J !� V O O O N U w o 308 NO. 112066 SCALE 111 _ 5O1 SHEET NO. 12 u LD-269 Rev.3-83 CULVERT DRAINAGE PLAN ••�■■ Project Foothill Crossing Phase V Plan Sheet No. Designer FGM, PE Sheet 1 of 1 Culvert beneath Pedestrian & Emergency Access Rev. Date Data 3/28/19 AHW Controls STATION: HYDROLOGICPL DATA D.A. = 53.4 ac. 100 yr. Flood plain elev. Design AHW depth elev. Structures elev. treq. - TWelev. Culvert DA: Cw - 0.38, Tc - 27 min., 12 - 2.5 in/hr, 110 - 3.4 in/hr, 125-3.9 in/hr Shoulder elev. 649.0 CL elev. 649.2 DISCHARGES USED RISK AE MEN ADT Skew ° Cover ` Q 2 = 50.73 CFS Detours Available Length Q -i0 = 68.99 CFS Overtopping Stage Q --T5--= CFS Flood Plain Management Inv. El. 641.5 So= 0.50% Inv. El. 641.16 Q = CFS Criteria and Signitcant Impact Orig. Gr. Elev. L= _6F- Odg. Gr. ev. Q -= CFS CULVERT TYPE & SIZE Q QB HEADWATER COMPUTATIONS CONT. HW. ELEV. OUTLET VELOCITY Treat COMMENTS INLET CONT. OUTLET CONTROL HWID HW Ke do (dc+D)12 ho H LSo HW C.M. Smooth Outlet Controlled wl downstream dprap. Proposed 36" RCP Culvert (10 yr) 68.99 68.99 2.0 6.0 0.5 2.6 2.80 2.80 4.0 0.3 6.5 6.5 WA Culvert shall be countersunk 6'. Outlet Controlled w/downstream riprap. Proposed 36" RCP Culvert (25 yr) 79.14 79.14 2.5 7.5 0.5 2.9 2.95 2.95 5.0 0.3 7.6 7.6 NIA Culvert shall be countersunk T. Design Flood Exceed. Prob. Bev. _ Overtop Flood Exceed. Prob. Bev. SUMMARY&RECOMMENDATIONS: _ Base Flood 1%Exceed. Prob. Elev. - VV E SCALEi"=ioo' i •••• / •••••�� EXISTING STREAM • • \ ••••• \ ••• 4 •• •. OPOPv�NVE •••.• ,N / Ppd1a ••••• • THE APPROVED FOOTHILL � ROSSING II SWM FACILITY 2B :••••••• fl WATERSHEDOW THE PROPOSED CULVERT ••• ••• to I ;COTT/R. OOLLINSZ Lie. No. 0357911.. 03/30/20 `,4J ~ U w m C1 U) J O � V) Z W w Ice i■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■••••• \ ♦•••■■■■•• ■ �� \ �N THE PROPOSED CULVERT ANALYSIS (WITH N ~ ■ ■• ■ 200' OF OVERLAND - . - THIS PLAN) IS CONSERVATIVE BECAUSE ■ FLOW w/ A ELEV.=6' \ _ _ IT ASSUMES THE TWO SWM FACILITIES - ■ - Tc=22 min.) WITHIN AND PROV DE ZERO ATTENUATIONED _ ♦ � COMMERCIAL &, __ � ,.--- S \ � !1 � � � INDUSTRIAL AREAS` n / `100' WPO STREAM ■ ■ WITH A Cw=0.70 / ` / BUFFER, TYP. ■ (9.7 ac.) (P • CULVERT DA • ♦ Cw=0.38 _♦ • Tc=27 min. s • - r'.� `CD ERE •♦♦ •• • 440' OF CHANNEL \ MONO �� .w• _ FLOW w/ A ELEV.=35' U)\ (Tc=2 min.) / / �\ �,* _.� _ �■ �• ■ �, / 1,600' OF CONCENTRATED / - FLOW AT 10ft/S 3 (Tc=3min.) �LI �� - ��♦ „„1 �� EXISTING . STREAM _ �. �,♦� -_ FORESTED AREAS 1 WITH A Cw=0.15� s / \, ■ (15.5 ac.) ■ s ■ M • • ♦ \ _ 0 T • PRESIDENTIAL I ■��•••••• •S • ♦♦♦ I ♦ �_, ♦ AREAS WITH �••••�•••• ♦ �- ' ♦ A Cw=0.40 •• ■•••�LTOPSTREET ♦♦♦ (28.2 ac.) •••••••••� I PROPOSED SWM FACILITY (WITH THIS PLAN) OUTFALLS ♦♦ M ••• ITS WATERSHED BELOW THE v r S �� \ ♦♦ • • • / PROPOSED CULVERT •��otmo■■■m•tt UPSTREAM END OF PROPOSED CULVERT - SHALL BE COUNTERSUNK 6". PROPOSED INVERT ELEV.=641.50'. CONTRACTOR SHALL FIELD VERIFY CHANNEL BOTTOM ELEVATION & ENSURE CULVERT IS COUNTERSUNK 6". CONTRACTOR SHALL LINE THE -- CHANNEL BOTTOM, A MINIMUM OF 20' IN LENGTH, WITH VDOT STD. CL. II RIPRAP. CONTRACTOR SHALL LINE THE CHANNEL BOTTOM UPSTREAM & DOWNSTREAM FROM THE CULVERT. 65o 65o PROPOSED GRADE/ EMERGENCY ACCESS ROAD 36" CL. III RCP 68.00' @ 0.500 645 645 XISTING RADE/ HANNE 640 640 r9 °o00 DOWNSTREAM INVERT ELEVATION OF PROPOSED CULVERT=641.16. DOWNSTREAM 'END OF PROPOSED CULVERT SHALL BE SET 6" BELOW EXISTING CHANNEL BOTTOM ELEVATION. CONTRACTOR SHALL FIELD VERIFY CREEK CHANNEL ELEVATION & ENSURE CULVERT INVERT IS BELOW INITIAL CREEK BOTTOM ELEVATION. 0+50 1+00 PROFILE SCALES CULVERT-11=50,<<H) CULVERT DETAIL 100' WPOSTREAM-- SCALE 2"=30' \ ' BUFFER, TYP. \ SHALL BE COUNTERS 6". PROPOSED ' �� ,� - _--- -- - `-EXISTING SANITARY SEWER o 1 _ - UPSTREAM END OF PROPOSED CULVERT , _ - 644 _ _ TO REMAIN UNDISTURBED INVERT ELEV.=RIFY C'. CONTRACTOR '�� � �j�._ I BENEATH PROPOSED FILL - ELEVATION \ _, SHALL FIELD VERIFY CHANNEL BOTTOM - - -" -- _- �rG ' &ENSURE CULVERT IS COUNTERSUNK 6". PROT STD. - ' - S - ' � �VDOT STD. - t EW_1 -- �-100'WPO STREAM -- � ), BUFFER, TYP. e _ CROZET - - PARK POOL �S8 I%%-- EXISTING SWM FACILITY -EXISTING STREAM, TYP. \ CONTRACTOR SHALL LINE THE S CHANNEL BOTTOM, A MINIMUM OF GRAPHIC 1C \T,F 6 20' IN LENGTH, WITH VDOTSTD. CL.� 66Ap0 II RIPRAP. CONTRACTOR SHALL LINE ' p THE CHANNEL BOTTOM UPSTREAM & DOWNSTREAM INVERT ELEVATION OF PROPOSED lao 0 5A IOn 6 _ DOWNSTREAM FROM THE CULVERT. CULVERT=641.16. DOWNSTREAM 'END OF s 6 \\ \ - -- _ __ \� PROPOSED CULVERT SHALL BE SET 6" BELOW \ ' %\ EXISTING CHANNEL BOTTOM ELEVATION. OPEN IN rla:� \ CONT SPAC ANNEL ELEVATION & ENSURE CULVERT INVERT 100 ' IS BELOW INITIAL CREEK BOTTOM ELEVATION. LD w w z LD w Ul z J J 0 0") C7 C'7 C37 N NT N C:) C) N N J J_ 07 0 U Y D H w U) 01-1 O C] N wi 71 Q w z U) Q Q C LU z J (U V O 01-0 J I --I O LL_ a u=) JOB NO. 112066 SCALE AS SHOWN 13